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HomeMy WebLinkAboutOV130302 N. �P�LEY qk/ °UNOEDA91 Planning &Zoning Division JAN 1 7 2OO 11000 N. La Canada Drive, Oro Valley AZ 85737 Phone: (520)229-4800 Fax: (520) 742-1022 www.townoforovalley.com APPLICATION FOR DEVELOPMENT REVIEW PROJECT ARCHITECTURE DATE: OV CASE NO.: (office use only) PROJECT NAME : �� ~61 T t l( SUBDIVISION LOT# LOCATION/ADDRESS: N WL C k L E 12 i ici 2E'&Que lat== ZONING PARCEL NUMBER: LOT SIZE MODEL NAMES OR NUMBERS APPLICANT: Cv4'1 Nc L1:L(/-1(-- (7I2-0P6)tn e ( �v c_ ADDRESS: 3 272 G e F FP t (€ 7 ��A A2 a PHONE NO.: 150 ' 801- 351, FAXNO.: c.74( 943 PROPERTY OWNER: ADDRESS: PHONE NO.: FAX NO: PROJECT ARCHITECT/ENGINEER: A t (1 .T l 'L 10)(1--t r(-41 PA cc- c SC p2-ii . to g(i ADDRESS: (,2( C'T1 t (0( rEt e 2- e s-Z31 DEVELOPMENT REVIEW BOARD HEARING DATE: SIGNATURE: DATE: ( — i (a^ 03 Submittal Requirements: $150.00 Fee ONE COPY OF 24X36 SCALED ELEVATIONS Fifteen copies of the following: ✓ Dimensioned Elevations of all four sides of all buildings(11"x 17"format) Commercial projects require color drawings or photographs of elevations(81/2"x 11"format) i'"-List square footage of buildings I/ Site Plan(11"x 17"format) Color chips of body,trim and roof tiles(8'/2"by 11"format) Applications will not be accepted without all required materials. SUBMITTALS MUST BE RECEIVED BY THE PLANNING DEPARTMENT AT LEAST 18 CALENDAR DAYS IN ADVANCE OF THE DESIRED DEVELOPMENT REVIEW BOARD HEARING DATE. F:IAdmin PZIFORMSIShannon Project Subdivision Development Handout\DRBPROJARCHAPP.doc 4 ORO VALLEY PLANNING& ZONING DEPARTMENT DEVELOPMENT REVIEW BOARD MEETING DATE: February 11, 2003 TO: DEVELOPMENT REVIEW BOARD FROM: Thomas Keiran,Planner I SUBJECT: OV13-03-002; ARCHITECTURAL TEAM THREE, REPRESENTING COMMERCIAL DEVELOPMENT PROPERTIES, INC. REQUESTS ARCHITECTURAL APPROVAL FOR A COMMERCIAL BUILDING TO BE LOCATED IN THE ROONEY RANCH PLANNED AREA DEVELOPMENT AREA B, NORTHEAST OF THE HOME DEPOT, PARCEL 22008001J. BACKGROUND: Architectural Team Three, representing Commercial Development Properties, Inc. has proposed architectural designs for the "Big-0 Tire" store and an associated retail structure to be located in the Rooney Ranch PAD Area B, northeast of the Home Depot site. Both structures are proposed in a Development Plan currently under review in the Town under the case number OV 12-02-19. The property consists of 1.43 acres with a proposed net building area of .24 acres. The development plan includes a 5,154 square feet structure for the tire store and another 5,448 square feet structure for a variety of retail uses. The later structure will most likely have four tenants. Both structures are presented at this time for review. SUMMARY: When reviewing the designs of the"Big-0 Tire" store it is important to refer to the floor plan to understand that some of the elevations are offset and do not display well in two-dimensional print media. For instance, the East elevation depicts an entry feature that is actually offset 45 feet from the service bay exterior wall. The proposed buildings may be described as Territorial. They have flat rooflines with breaks, giving the appearance of segmented walls. The roofline of the "Big-0 Tire" store varies in height from 20' to 25', and the retail use peaks at 23'. The maximum height allowed in the PAD Area B for a C-2 use is 25'. On the "Big-0 Tire" store, the East and West elevations have long, unbroken expanses of wall. The same is true for the North and West elevations of the retail structure. Both buildings propose to use stucco and textured CMU. The color palette consists of five natural earth tones called "Desert Fawn" on the main portion of the building, "Burnt Copper" on the corner vertical parapet accent, "Harvest Brown" on CMU, "Copper 'p Canyon" trim above the display windows, and "Falling Leaf' around the service bay doors. A color pallet with the location of the colors has been included for DRB review, as are colored elevations. These desert colors comply with the Design Guidelines and are compatible with the surrounding development. DESIGN GUIDELINES: The proposed architectures have some fundamental flaws that directly contradict the intent of the design guidelines of the PAD, the OVZCR, and the ORSCOD. The Rooney Ranch PAD states that the architecture of all buildings and structures will be the traditional MISSIONARY ARCHITECTURE of the southwest (capitals theirs). It further describes architectural elements of the mission vernacular that should be employed. The Oro Valley Zoning Code Revised (OVZCR) Design Guidelines provide standards for commercial architectural design. The guidelines suggest that four architectural themes be utilized in the Town; Territorial, Southwest Traditional, Spanish Colonial and Pueblo. However, the ORSCOD call out that Santa Barbara Mission style is also permissible(OVZCR Section 10-408 D.3). The proposed designs include elevations that are entirely devoid of articulation and are simply massive walls. There are many instances in the Design Guidelines where large, unbroken expanses of wall are discouraged. They include: • OVZCR Section 10-410 I.B (ORSCOD ADDENDUM E: DESIGN GUIDELINE ILLUSTRATIONS)—"The massing of the elevations themselves should provide relief and interest. Such a massing scheme provides interesting shadows which are not possible on large, unbroken expanses of wall. Flat, undistinguished elevations are discouraged". • OVZCR Section 16-103 B.4 offers techniques to reduce the apparent size and mass of larger buildings. It includes item b which states: "Emphasize the horizontal, but break up long continuous building surfaces with off-sets or contrasting forms". • OVZCR Section 16-103 B.5.a states that the architect should: "Design buildings with consideration given to all sides of a building". GENERAL PLAN COMPLIANCE: The proposed design does not meet the following Community Design Element policies of the General Plan: • Policy 9.1A - "Building height and bulk should be moderate to low intensity, in harmony with individual site attributes". • Policy 9.1F — "All sides of buildings may impact their surroundings and should be coherently designed and treated". • Policy 9.1 G — "In order to maximize integration of the built environment with the natural environment, and minimize distractions of the built environment, all new development proposals should incorporate means of reducing the apparent size and bulk of buildings". RECOMMENDATION: Staff finds that the proposed architecture for the "Big-0 Tire" store and associated retail structure do not 2 life meet the intent of the PAD, OVZCR, and ORSCOD Design Guidelines. While we will continue to work with the applicant before this item is reviewed on the evening of February 11, at the time of this report staff can only recommend continuing this proposal until the massing of the walls is reduced. We would like to emphasize that since the Development Plan is tentatively scheduled for Town Council review on March 19 continuing this item will not delay the overall project. SUGGESTED MOTION: The DRB may wish to consider one of the following motions: I move to continue OV 13-03-002,the"Big-0 Tire" store and associated retail structure. OR I move to approve OV 13-03-002, the "Big-0 Tire" store and associated retail structure with the following conditions: . OR I move to deny OV 13-03-002,the"Big-0 Tire"store and associated retail structure, finding that: Attachments: 1. Building elevations 2. Color pallets F:\OV\OV13\2000\13-03-002\ARCHRPT.doc 3 , ORO VALLEY PLANNING&ZONING DEPARTMENT DEVELOPMENT REVIEW BOARD MEETING DATE: March 11, 2003 TO: DEVELOPMENT REVIEW BOARD FROM: Thomas Keiran,Planner I SUBJECT: OV13-03-002; ARCHITECTURAL TEAM THREE, REPRESENTING COMMERCIAL DEVELOPMENT PROPERTIES, INC. REQUESTS ARCHITECTURAL APPROVAL FOR A COMMERCIAL BUILDING TO BE LOCATED IN THE ROONEY RANCH PLANNED AREA DEVELOPMENT AREA B, NORTHEAST OF THE HOME DEPOT, PARCEL 22008001J. BACKGROUND: Architectural Team Three, representing Commercial Development Properties, Inc. has proposed architectural designs for the "Big-0 Tire" store and an associated retail structure to be located in the Rooney Ranch PAD Area B, northeast of the Home Depot site. The Development Review Board continued this item on February 11 to allow the applicant to revise the designs. Both structures are proposed in a Development Plan currently under review in the Town under the case number OV 12-02-19, and which the DRB recommended approval for at the last meeting. The property consists of 1.43 acres with a proposed net building area of .24 acres. The development plan includes a 5,154 square feet structure for the tire store and another 5,448 square feet structure for a variety of retail uses. The later structure will most likely have four tenants. Both structures are presented at this time for review. SUMMARY: When reviewing the designs of the "Big-0 Tire" store, it is important to refer to the floor plan to understand that some of the elevations are offset and do not display well in two-dimensional print media. For instance, the East elevation depicts an entry feature that is actually offset 45 feet from the service bay exterior wall. The proposed buildings may be described as Territorial. They have flat rooflines with breaks, giving the appearance of segmented walls. The roofline of the "Big-0 Tire" store varies in height from 20' to 25', and the retail use peaks at 23'. The maximum height allowed in the PAD Area B for a C-2 use is 25'. Both buildings propose to use stucco and textured CMU. The color palette consists of five natural earth tones called "Desert Fawn" on the main portion of the building, "Burnt Copper" on the corner vertical parapet accent, "Harvest Brown" on CMU, "Copper Canyon" trim above the display windows, and "Falling Leaf' around the service bay doors. A color pallet with the location of the colors has been included for DRB review, as are colored elevations. These desert colors comply with the Design Guidelines and are compatible with the surrounding development. DESIGN GUIDELINES: The DRB continued this item because there were elevations on both structures that included large, unbroken expanses of wall. The revised designs have made strides to come into compliance with the Design Guidelines by including vertical pop-outs that break up the walls. Staff has reviewed the elevations with respect to the landscaping plan and finds that the combination of pop-out treatment and landscape shielding will minimally serve to break up the walls. While the revisions head toward meeting the intent of the Design Guidelines, specific elevations could be improved further. Staff has requested that the applicant address OVZCR Section 16-103 B.4 item b, which states: "Emphasize the horizontal, but break up long continuous building surfaces with off-sets or contrasting forms". We have previously provided the applicant with examples of how similar styled structures have included horizontal off-set features to enhance the architecture. A condition has been added that specific elevations include further articulation in the form of employing one or a combination of the following techniques: • Include faux windows,horizontal off-sets, or horizontal pop-outs • Include banding in the form of varied texture or paint. These elevations that need additional articulation are: • The"Big-0 Tire"structure's East Elevation,which fronts Oracle Road. • The"Big-0 Tire" structure's West Elevation,which fronts the retail structure. • The retail structure's north elevation,which fronts the pedestrian trail. If DRB includes this condition of approval, the resubmittal may be reviewed and approved by the DRB Agenda Review Committee. GENERAL PLAN COMPLIANCE: The proposed design does not meet the following Community Design Element policies of the General Plan: • Policy 9.1F — "All sides of buildings may impact their surroundings and should be coherently designed and treated". • Policy 9.1 G — "In order to maximize integration of the built environment with the natural environment, and minimize distractions of the built environment, all new development proposals should incorporate means of reducing the apparent size and bulk of buildings". Staff believes that the designs will comply with the General Plan upon satisfaction of the conditions in Exhibit A. 2 RECOMMENDATION: Staff finds that the proposed architecture for the "Big-0 Tire" store and associated retail structure austerely comply with the intent of the PAD, OVZCR, and ORSCOD Design Guidelines and General Plan. Staff recommends approval with the conditions in Exhibit A. SUGGESTED MOTION: The DRB may wish to consider one of the following motions: I move to approve OV 13-03-002, the "Big-0 Tire" store and associated retail structure with the conditions listed in Exhibit A. The Development Review Board's Agenda Review Committee shall review and approve the revised designs. OR I move to approve OV 13-03-002, the "Big-0 Tire" store and associated retail structure with the conditions listed in Exhibit A, attached herewith, and the following conditions: The Development Review Board's Agenda Review Committee shall review and approve the revised designs. OR I move to deny OV 13-03-002, the"Big-0 Tire"store and associated retail structure, finding that: Attachments: 1. Exhibit A 2. Building elevations 3. Color pallets F:\OV\OV13\2000\13-03-002\ARCHRPT_3_11_03.doc 3 cw EXHIBIT Ap/iet 1914 CONDITIONS OF APPROVAL C 1 -03-OV 2 11 3 0 ARCHITECTURAL DESIGNS FOR THE BIG-O TIREi AND ASSOCIATED RETAIL STORE feN) 1. One or a combination of the following techniques shall be employed to add further articulation for the elevations listed in item 2: a. Include faux windows b. Include horizontal off-sets c. Include horizontal pop-outs d. Include banding in the form of varied texture or paint. The intent is to break up the massing of specific walls by adding horizontal articulation. 2. These elevations that need additional articulation are: a. The"Big-0 Tire" structure's East Elevation,which fronts Oracle Road. b. The"Big-0 Tire" structure's West Elevation,which fronts the retail structure. c. The retail structure's north elevation,which fronts the pedestrian trail. 4 14tof rovei i 0,5 b (3 --3 /ii (0) _ /14 vi-/ ,,, III e NOTE - i !7' 3 ,. / / 1 SFPi C=FN•RY SECT O. 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FIMISH'col of? • 1 . '''''• L 'rill 1:1 •1':','''IF 1 ltcs, '•• ''';'-; '1 ! '1 ''' i'''4„,,,r,•;_,1 SCHEDULE • : If it f t-7,,,‘,#1,-FY PLAN ,..-- • "--' ____ . . , • , ,, ""' 1, "t.':,,r,1".'t 1 1, I ' , , .,1,,,,,, r.,-• , 1, , , , i ' ' 0 ' , I J -- ..... f ' PIM? er . ,...%,,, , 6, ,.., , _I 1 , -=`-''' 7 ,,ift-,-,--T,..,-,,,,,,,, ,',.4-,`,ic.,,,,,,--,,,,,, , I ----ii.-- - ,---:''`iii.•...,--,:r,--1,-... „is.. ,, '`1. . • 17 - . ,. . , . , . NC)Nsti , '. F REVISIONS GENERAL I__ :ES PROJECT C. . . A SYMBOL KEY SHEET INDEX PROJECT TEAM AP. ..OVALS o 1.THESE PLANS HAVE BEEN FREPAREC BY ARCHITECTURE k ENGNEERNG PROFESSIONALS REQSTERED N THE T-1 TITLE SHEET -00T?.OWE CASE DATE DATE 0 } ZONING PAD C-2 ROONEYRANCH INDICATES DETAIL WHERE BUILDING SECTION APPEARS OWNER COMMERCIAL DEVELOPMENT PROPERTIES,INC e. JURISDICTION OF THE PRIPUSLU WORK.11 IS THE INTENT OF ITESE PLANS TO SE USED AS,k ONLY AS,A ( ) NUMBER SUBMITTED APPROVED P.O.C.-ED DUNSHIE r: COMPLETE&FULL SET.THE lKDi52"D PROFESSNNAL$HAZE DETERMINED THE RELATIVE OSCRLINES IN WOE SITE AREA 62,215.89 S.F.,1.43 ACRES C-t COVER SHEET FOR PAVING,GRADING,&UT!L1 HES THE WORK IS ADCRESSED.NOVIDUALS SEPARATING FULL SETS,FOR WHATEVER REASON,DO SO AT THEIR ONE BUILDING SECTION MARKER - 3326 E FAI5213 ZONING e C-2 HORIZONTAL CONTROL - MESA,AZ 85273 RISK.THE KIRK HAS BEEN ASSEMBLED INTO FULL SETS FOR THE INTENTION O WRONG THE COMPLETE -INDICATES SHEET WHERE BUILDING SECTION APPEARS C-3 HORIZONTAL CONTROL USE PERMIT i I PROECT,NOT FCR THE CONVENIENCE OF ANY INDIVIDUAL ADDRESSING M ISOLATED PART OF THE COMPLETE BUILDING AREAS BIG 0 REiAty` """ - 480.8)7.3575 WORN.IT 5 THE INTENT OF THE TE9(N PROFESSIONALS TO PRODUCE THE WORK IN SUCH A MANNER$0 AS TO 5 S.F. -4 GRADING RI DRAINAGE PLAN - FAX E 41.9435 VARIANCES Q GROSS S,I54.59 S.F. ,444.i8 . -"-'-`---INDICATES DETAIL WHERE WALL SECTION APPEARS BE CLEAR&CONOSE TO THE I4!XNWAL TRACES&DISC!PLXNES KNOW THE PROJECT&NOT NECESSARILY 5 a �!•L. Edu�s AAsweslnet PRE-APPLICATION S 7= THOSE REVIEWING OR OTHERWISE LOOKING AT THE PRJ,ECT AS LESS THAN A FU1.COMPLETE BODY OF WORK. NET 4,956.87 S.F. ,2.518 S.F. CSC WALE SECTION MARKER SD-1 ANNOTATED STE PLAN -0251.0WIG C011NRNGLING O INFORMATION ACROSS PROESTONAL DISCIPLINES IS BAD PROFESSKWAL PRACTICE k WELL NOT LOT COVERAGE 18.58% 111, SD-2 DIMENSIONED STE PLAN -02S2.DWG DEVELOPMENT PLAN A ' BE SUPPORTED BY DRS FIRM AS A CONE/110N O APPROVAL AS A ORRBERATE CONSEQUENCE,MACH FLOOR AREA RATIO 0.196 """---INDICATES SHEET WHERE WALL SECTION APPEARS SD-3 SITE PLAN DETAILS -0253.DWG ARCHITECTURAL ARCHITECTURAL TEAM THREE,INC. 0V-12-02-19 16 JAN 03 11 FEB 03 A, INFORMATION APPEARS ONCE k ONLY ON ,IN WHAT THE DESIGN PROFESSONALS DEEM TO BE THE ......___.. 621'..4AZ STREET,SUITE 101 a, "'INDICATES DETAIL NUMBER WHERE DETAIL APPEARS SD-4 SITE PLAN DETAILS -02S4.pWG D L M VIEW • APPROPRIATE PLACE.NFOMAnON WILL NOT BE ARBITRARILY PLACED FOR 17E OONVENENO O WOOERS TEMP- AZ 85281 LANDSCAPE REVIEW OV-12-02-19 16 JAN 03 11 FEB 03 AND CR REVIEWERS IT SHALL BE THE SOLELY THE RESPONSIBIATY O THOSE MOOING AT LESS THAN THE FULL LANDSCAPING A� 480.566.6282 OV-13-O3-002 16 JAN 03 11 MAR 03 / Q DETAIL MARKER MAT A.D.A.GUIDELINES&DETAILS -03AD.DWG FAX'168.5434 ARCHITECTURAL REVIEW t r BODY CF WORK TO SEEK THE INFORMATION WHERE!T OCCURS AS DETERMINED BY THE DESGN k ENGINEERING VIDED t5,075.89 Sr'. 2i1, b PROFPROFESSIONALS.DPROFESSIONALS. TOTAL PRO • •-------INDICATES SHEET WHERE DETAIL APPEARS Arch1e0m300°I.com PARKING 1 ANNOTATED FLOOR PLAN-BIG 0 TIRES BUILDING -04FP.OWG JOB 1832-02 1 5 ANY REOIIRED REMER O LEA THAN FULL k COMPLETE SETS O PLANS BY ANY ENTITY SHALL BE BY WRITTEN BIG 0 ^'.. •^-•----;NUICATES EXTEROR FINISH MATERIAL-SEE SCHEDULE:SH?_4 2 DIMENSIONED FLOOR PLAN-BIG 0 TIRES BUILDING -OSDP.OWG MEMO SPECIFIC TD TM$PRO.ECT OkY.DUIE TO ONGQNC UNTMEIY PRISONS,ARBITRARY OR CONFUCP.NG 4/1000 REQUIRED(RETAIL) 4.12 209R 3 REFLECTED CEILING PLAN-BIG 0 TRES BUILDING -05RCDWG PLAN CHECK-FIRST F i NFORMATON,&INAOERJATE ORDNANCE ADOPTION PROCESSES.POSTED NOTICES SHALL NOT CGNSTRJTEEXTERIOR FINISHES MARKER_ CIVIL THE VAS GROUP,INC. ! WRITTEN NOTICE INSOFAR AS THIS PROTECT B CONCERNED.FAILING TO NAVE WRITTEN NOTIFICATION O 5/1000 REQUIRED(AUTOMOTIVE) I&SITS - Q A EQUIPMENT PLAN h SCHEDULE-BIG 0 TIRES -06EO.DWG PLAN tea(-SECOND I SUBMISSION k REVIEW REOIRTIWNiS CF LESS THAN FULL SETS,THE ARCEFECT k THE OWNER SHALL ASSUME TOTAL REQUIRED STE 44.05(2 ADA) ---------•INDICATES EXTERIOR FINISH COLOR-SEE SCHEDULE: SHE.4 5 ROOF PLAN,DETAILS RISCHEDULES-BIG 0 7RE5 -OBRP.DWG 4444 E_BROADWAY A 1i 6 EXTERIOR ELEVATIONS RI FINISH SCHED.-BIG 0 TIRES -07E,.OWG TUCSDN AZ I i PLAN CHECK-THIRD L ;Vu THAT REVIEW O FULL SETS CO EPLETES k1 NECESSARY RENEW k APPROVAL PROCESSES.FROM MR TOTAL PROVIDED SITE 39(2 ADA) f T PERSPECTIVE,FULL SETS k ONLY FUEL SETS ARE THE PREFERRED SUBM5510N FOR CONSTRUCTION.RENEW& 7 BUILDING SECTIONS-BIG 0 TIRES BUILDING -08BS.DWG 520.FA1.7480 OTHER 1 LOADING SPACE 4 BIKE SPACES PERMIT ISSUED I= APPROVAL PROCESSES ALL INFORMATION N OUR FLEE SET IS SUBJECT TO RENEW&APPROVAL UNTIL NOTIFIED. / 0 INTERIOR ELEVATION MARKER_ 8 WALL SECTIONS-BIG 0 TIRES BUILDING -08W1.DWG FAX 381.7492 I -c,, OM.. IN MRITHG.TO THE CONTRARY. GOVERNING CODES - SHADE INDICATES DIRECTION OF NEW 9 WALL SECTIONS-BIG 0 TIRES BUILDING -08W2DWG E-mnB-TucsonON4bgrNwP.com N„0.A °b Pn '_ INTERNATIONAL BUILDING CODE: ROOD JOB 02069-8-001-0105 ONLY BIACKUNE DRAWINGS SHALL BE USED FOR CONSTRUCTION. i 2.W NOT SALE ORACONOS OMEE9ON5 TAKE PRECEDENCE OVER SCALE ON CONSTRUCTION ODDMENTS UNLESS 70 WALL SECTIONS-BIG O TIRES BUILDING -08W3.DWG 10867 OTHERWISE:NOTED,OAEN90NS ARE TO THE FACE OF MASONRY,FACE OF CONCRETE k THE FACE CF STUD ON INTERNATIONAL PLUMBING CODE: ROOD I E EXIT!Mar t�I.AN -09SX PL.L4 W.M. _DOOR jA,ARKER FINAL ISSUE DATE IS AS SHOWN ON EACH INDIVIDUAL >. INTERIOR STUD PARTITIONS.ALL WALL ANGLES AT 45'INCREMENTS U.N.O. INTERNATIONAL MECHANICAL CODE: ROOD A SEE SCHEDULE LEVATIONS:SHEET A-1 LEE A-1 DOOR ELEVATIONS/SCHEDULES/DETAILS -15A;.DNG STRUCTURAL A.E.D.,RIG (SUBJECT TO REVISION DATES) HUNSE u i /E SHEET IN THE TITLE STRIP. •��.. A-2 STOREFRONT ELEVATIONS/SCHEDULES/DETAILS -15A2DWG 350 S.MILL AVE-STE.13104 'V 3. ALL DIMENSIONS ARE TO V£RiFlED BY CONTRACTOR PRIOR TO CONSiRUCTON.THE ARCHITECT 5 T(1 BE ROOTED NATIONAL ELECTRICAL CODE: 1999 SIT �) WINDOW MARKER A-3 ARCHITECTURAL DETAILS -15A3.DWG TEMFE AZ 85281 BLUEUNES AND OTHER DOCUMENTS MALL NRTRBE ACCEPTABLE 'EP '•-Y" !YE4E1/AMY OF ANY DISCREPANCIES k BE ALLOWED THREE'NORIO/.DAYS TO REVISE AND CR CORRECT SAME. UNIFORM FIRE CODE: 1997 \ { U S' / \l SEE SCHEDULE/ELEVATIONS:SHEET A-1 - 480.1194.0399 FOR CONSTRUCTION. _ THE ARCHITECT ASSUMES NO UABIUTY FOR FELD CORRECTIONS OR NIERPRETAOCN OR FOR CONSTRUCTION St.t GENERA!.STRUCTURAL NOTES FAX 394.0396 FAULTS RESULTNG FROM SAME. GOVERNING AGENCIES /�� -VPr STAR GENERAL STRUCTURAL DETAILS y Yt !�1--- WALL MARKER - [-AIM-CMisOoedstructuroLcom (480)968-6282 r E 4.N THE EVENT OF A CONFUCT WITH WOE REOUREMENTS k ITEMS CALLED OUT OIL THE PLANS.THAT CODE OR BUILDING DEPARTMENT: TOWN OF ORO VALLEY \\//�- SEE WALL TYPE SECTIONS:FLOOR PLAN 52.1 FOUNDATIONOFRAMING PLAN SIR�03057 VICINITY M A P A CALL-OUT WHICH ESTABUTES THE HIGHER STANDARD SHALL TAKE PRECEDENCE. PLANNING DEPARMLTIT: TOWN OF ORO VALLEY 53.f ROOF PLAN - FAX 968-5434 `? FIRE DEPARTMENT: TOWN OF ORO VALLEY O KEYED NOTE BUBBLE S4.1 FOUNDATION DETAILS - i 5.Il IS THE INTENT OF THESE CONTRACT DOCUMENTS TO DEFINE A COMPETE.FINISHED FACILITY ANY SEE KEY NOTES ON SHEET WERE BUBBLE APPEARS S5.1 FRAMING DETAILS - MECHANICAL PROF.EIIGINEERING h CONSULTING,INC. DISCREPANCY OR OMISSIONS WHICH NORMALLY WOULD BE REQUIRED SHALL BE PROVIDED&ENSUED AS 6 PUBLIC WORKS DEPARTMENT: TOWN OF ORO VALLEY d SPEQFlCALLY NOTED. WHEN WORK NOT SPECFICAI.LY CALLED OUT S REQUIRED TO COMPETE THE PROJECT,IT SAL- ') HEIGHT INDICATOR N-1 MECHANICAL PLAN k NOTES _ 3511 E INDIAN SCHOOL RD. SHALL BE PROVIDED UMIZNG THE BEST MATERIALS&WfRKMA1N5HIP. .Ji Ate.. INDICATES - PHOENIX AZ 85018 D- BUILDING JUSTIFICATION BIG 0 +7-D' SILL/HEAD HT.O CASED OPENI11G5. N-2 MECHANICAL DETAILS 0 A.F.F. 602.!t52.9918 m caw OCCUPANCY TYPE: F-1 M M-3 MECHANICAL SPECS.at SCHEDULES - FAX 952.9928 V o€ 6. ALL PRODUCTS LISTED BY ICB.O./N.LR NUMBER(S)SHALL BE NSTALLED PER THE REPORT AlMANUFACTURER'S % j o m FTYPE OF E ARE CONSTRUCTION: VN,BEES V:4,Ai ES PLAN DEVIATION INDICATOR E-m IB-PecOpelxnechanicOl.com °'w APPROVED INSTRUCTIONS.PRODUCT SOR TION(S)FOR PROOUCBY LISTED SHALL ALSO HAVE ZED T - INDICATES CHANGE OF ELEVATION O FLOOR SUB P-1 PLUMBING PLAN AL NOTES - JOB r o" ALLOWABLE AREA: 8000 SF 01400 S: / 103744 F: APPROVED EVALUATION REPORTS)OR BE APPROVED k LISTED BY OTHER NATKNk1Y RECOGNIZED TESTING P-2 PLUMBING DETAILS kISOMETRICS - C y AGENCIES. SIDE YARD INCREASE N/A N/A P-3 PLUMBING SPECIFICATIONS RI DETAILS f c F� 1�07 ROOM NUMBER 1 e m u i 7.AU.EXTERIOR SINS REOUIK A SEPARATE SIGN PERMIT&COMPATIBILITY W/BUILDING ARCHITECTURE.A SPRINKLERS 3007G 30L>X INDICATES ROOM NUMBER-SEE ROOM FINISH SCHEDULE PLUMBING PROF.f NGTNEERING&CONSULTING,INC. . ALLOWABLE AREA 24,000 24.000 SE-1 SITE ELECTRICAL PLANS k SCHEDULES //l '°c COMPREHENSIVE APPROVED SOON PACKAGE IS REDO PRIOR TO ISSUANCE O MY 9(N PERMITS ® HEIGHT MARKER INDICATES CMG.HT.-SEE RM.FIN.SOWED. E-1 ELECTRICAL PLANS h SCHEDULES :,�,5 8. IT SHALL BE ASSUMED THAT ALL CONTRACTORS ARE EXPERIENCED k THOROUGHLY KROWLEACEABEE IN THEIRELECTRICAL UNITED-)ESIGN ELECTRICAL GROUP INC. ''. THIS 7"'H 14. - ° RESPECTIVE AREAS O THE CONSTRUCTION INDUSTRY k SHALL PERFORM N A RESPONSIBLE MANNER IN E-2 ELECTRICAL PANEL SCHEDULES&DETAILS - D ELEVATION DEVIATION INDICATOR 298C E.NORTHERN AVE.,SUITE B-4 'T: 6 a° G o ESTABLISHED CONSTRUCTION SEOIENCE RECOGNIZING PROPRIETY O DRAWINGS +Z PHOENIX AZ 85028 P O JE C ° ! i y O DEPTH SURFACE FROM PRIMARY PLANE OF WALL N-1 NATIVE PUNT PRESERVATION PLAN - _, ;. uL-1. LANDSCAPE SITE PLAN - 602-)71.1129 ;tea.: +' S 9.CONTRACTOR SHALL PERFON N A MANNER CONFORMING TO APPLICABLE CODES REGULATIONS.& L-2 LANDSCAPE PLAN FAX 493.0183 `' v o, REQUIREMENTS OF ALL GOVERNING AGENCIES AS WELL AS STANDARD INDUSTRY PRACTICES: ]] El i coII EQUIPMENT MAF I(.R_ L-3 IRRIGATION PLAN E-m0a-Grlxvus1000od.cNxn r F 10.AMISS OTHEERWISE SPECIFICALLY NOTED.THE CONTRACTOR SHALL PROVIDE&PAY FOR ALL LABOR,MATERIALS. SEE EQUIPMENT PLAN RI SCHEDULE:SIT.B JOB NDEG3O77 - \ / 6 . A COMPLETE AUTOMATIC FIRE SPRINKLER L-4 DETAILS SHEET - ��/111 - 1� L EO;TR ENT.TOOLS,CONSTRUCTOR EQUIPMENT,MACHINERY•TRANSPORTATION,OTHER FACUTIES k SERVICES - 1 € I; NECESSARY FOR PROPER DEWIER k COMPLETION OF WORK. SYSTEM IS R�GXJIRED. suer,PLANS AND / Gy^ ���� i u-E OBTAIN A PERMIT f•ROI'1 THE BUILDING AND �TW 33'-4 ROOF SPOT ELEVATION$ LANDSCAPE TMHS AS 30CIATES,INC. • ".R S: 11.CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE SECURITY OF THE STE WILE JOB IS IN PROGRESS& SAFETY DEPARTMENT,1'92t71'T THE APPROPRIATE TL 28-8--T• COVEN AS HEIGHT A.F.F.-SEE ABBR..UST_-THIS SHY. 5515 E.GRANT RD.SUITE TOO ?✓" p °`O UNTIL JOB IS COMPLETE.CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT TOOK PRIOR TO INSTALLATION. °'- TUCSSON,AZ 85712 / '4i 04 1 .r- ¢. 520.3829655 ! �'P /-� �C.g $ Z NNE PUBLIC k ADJACENT PROPERTIES FROM DAMAGE nHRWCHQU?CONSTRUCTORS CONTRACTOR SHALL STRUCTURAL GRID BUBBLE // y E FURNISH TEMPORARY SAMIARY.WATER,k POWER FACUMS OUTING COURSE OF CONSTRUCTION. O FAX 1382.4307 •�S` ( . EA / iEsSEE STRUCTURAL FRAMING PLAN. E-maB-imhs0tmhainc.com // ,....1, 1: 12.ALL REQUIRED WORK THIS PROJECT SHALL BE PERFORMED BY THE GENERAL CONTRACTOR UNLESS OTHERWISE JOB p2088 �\ o (; NOTED.ALL REFERENCES TO THE CONTRACTOR INCLUDE THE GENERAL CONTRACTOR&HIS SUBCONTRACTORS _DATUM E AS THOUGH THEY ARE ONE k THE SAME.THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORONATONBETWEE SIGNIFICANT ELEMENT ELEVATION TAG. IX 5' MAY SEL ALL NEOSS SUBCONTRACTORS,FY ON TEEM TO INCLUDING NOSE COMPLETE RHOEDKBY THE OVER k SUCH MISCELLANEOUS WORK AS \• j C) E31RCK P �� FIRE SPRINKLERS SHALL BE INSTALLED IN SLOPE ARROW _I W J AGCOIROANCE WITH NFPA STANDARDS �- ARROW POINTS TOWARD DOWNSLOPE SIDE. m j i 13.THE CONTRACTOR SHALL SUPERVISE k DIRECT THE WORK USING HIS BEST SKILL k ATTENTION.HE SHALL BE (NPPA I3/23I LO 4 THE IRA N•1 OF ORO PALLET ' SOLELY RESPONSIBLE FOR.t CONSTRUCTION AND/OR INSTALLATION MEANS,METHODS,RCHNQUES, FIRE SPRINKLER ORDINANCE. a`- SEQUENCES&PROCEDURES k FOR COORDINATING ALL PORTIONS OF THE BARK UNDER THE CONTRACT. Htil I L E 1 14.THE ARCHITECT ASSUMES THAT THE GC.HAS NCLLOD N TER 810 THE HIGHEST QUANTITY FOR THE - TOTAL SHEETS THIS SET- 43 i - I ti PURPOSE Cr RESOLVING ANT CONFLICTS IN THE CONSTRUCTION DOCUMENTS MICH ARE IMPLIED OR . HERETOFORE UNDEFINED-VERIFY ALL OPTIONS N/OWNER PRIOR TO COMMENCEMENT OF WORK. GENERAL CONTRACTOR TO ALSO UNFREE AW DOOR HARDWARE k KEYING TH°NEER/TENANT. J CO ABBREVATIONS 15. THE CONTRACTOR WARRANTS TO THE DINNER k THE ARCHITECT THAT ALL MATERIALS k EQUIPMENT FURNISHED 3 UNDER TNIS CONTRACT WILL BE NEW UNLESS OTHERWISE SPECIFIED.k THAT ALL WORK WILL BE GOOD QUALITY, m € FREE FROM FAULTS k DEFECTS k IN CONFORMANCE COTH THE CONS�!IRUCTION DOCUMENTS. ALL NOW(NOT SO ' COOFORWNG TO THESE ST&ARDS MAY BE CONSIDERED DEFECTIVE.IT IS UNDERSTOOD THAT NO INFERIOR OR Ci NON-CONFORMING WORK OR MATERIALS HILL BE ACCEPTED'NETHER DISCOVERED AT THE THE THEY ARE A.B. ANCHOR BOLT DR DROP AT. MIST RENT. REINFORCED • INCORPORATED M THE WORK OR AT ANY THE SATISFACTORY OR AFTER THE FINAL ACCEPTANCE IF REWIRED BY THE AFT. ABOVE FINISHED FLOOR DIN. GRAN IT. ,ANT REO'D. REQUIRED RECEIVED2 ' ARONITECE THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KND WALIEY O MATERIALS AFC. ABOVE FINISHED GRADE DWG MAL MO RES. RESIDENTIAL o.RESIDENCE Y: k EQUIPMENT. A/C AIR C(NOmONNG OWL. DOWEL K.P. KICK PLATE RET. RETURN I o i 6.AT NO COST TO ARCHITECT OR PROTECT,CONTRACTOR SHALL PCK RAT ARCHITECTS arFlO k INSTALL AGGREGATE BASE COURSE KO KEN DRIED REv. PRISON ABP. ABOVE E.F. EXHAUST FAN KO XNocX OUT OF Km F Y; ARCHITECTS JOB 9..UPON COMPLETION,SEGN SHALL BE RETURNED TO ARCHITECTS OFFICE N GOOD AC ACRE(S) E.J. EXPANSION JOET RK ROD/ Q` 4 CONDITION. ACC ACOUSTIC EA EACH LEAD. DGHT EMITTING DIODE ENV. RD., o p ADD. ADDITION WM TION or ADDEN ELV. ELEVATOR LF. LINEAR FEET U U 17. $EARWIG O MY AWED ANY CONTRACTOR OR SUBCONTRACTOR,SHALL RE CONSIDERED EWDENO THAT NE AG ABOVE GLIDE ELEC. 'ELECTRIC,ELECTRICAL' LAY LAMINATE SC. SOLO CORE 0 o HAS NSPECTED k ACCEPTED ALL CONCTONS INVq�'NED N HIS NORK k FENDS THEM SATISFACTORY. ALUM ALUMNIAN ELEV. ELEVATOR LAN. LITERAL S.D. SMOKE DEIECTW .T. ALTERNATE EG EQUAL UV UVATWY SA, SHOT OFT VALVE N ' _ 18.CONTRACTOR SHALL BE RESPONSIBLE TO NOTIFY ARCHITECT OF DISCREPANCIES OR CONFLICTS N THESE C M AR . CNITECT EIX11P. EWWfWT lD. LEAD SASKYLIG!iT P, s DRAWINGS WRING BIDDING AND/OR CONSTRUCTOR PRIOR TO PERFORMING WORK.THE ARCHITECT SHALL ASPH ASPHALT EOI0. EQUIVALENT LOD WING SS STAINLESS STEEL Ellq 0 ^ RESOLVE ANY DISCREPANCIES EXPE1TOIAY k NOTIFY CONTRACTOR EITHER VERBALLY OR IN WRITING AS AVG AVERAGE EST. ESTIMATE W. LINEAR SC SELF 0.0SING MB m 5Y APPLICABLE TO THE CONDITION. 4 ANSE EVAP. EVAPORATIVE COOLER LT. UGHT SQIE0. SCECULE AND EKC EXCAVATE LTG LIGHTING SECT. SECTIONCC 3 i 19.RELUGTON O ITEMS N THE PROTECT IS SUBJECT TO THE CONTRACTOR'S ABILITY TO DO S WITHOUT • Ai Dot EXHAUST LW LOUVER SEL SELECRKN oIt DAMAGING OR MARRING THE ITEMS.CONTRACTOR SHALL WORM THE ARCHITECT IMMEDIATELY F HE IS UNABLE COST. E s.. SES SERVICE ENTRANCE SECTI0I TO RELOCATE ANY ITEM AS PRESCRIBED HEREIN.CONTRACTOR MAY ALSO ELECT TO USE NEW MATERIAL TO S8.0. BOTTOM OF EXP. EXPANSION m METER NOT SHEET MATCH EXISTING G LIEU OF RELOCATION COS TING OSTING FOR MS OWN CONVENIENCE ALL ALTERATION OF ANY B.B. BOTTOM OF BEAM aLT. EXTERIOR M.N. MANHOLESNT'G. SHEATTRANING ,. X ELEMENT NECESSARY TO FIT IT FOR LOCATION 6 THE RESPONSIBILITY OF DIE CONTRACTOR. B.F. BOTTOM OF FOOTING NO_ MASONRY OPENING SH S Q R u 20.GC.TO HOR61'ALL NEW AND/OR EXIMTNG ROOFTOP MECHANICAL UNITS ARE FULLY SCREENED FROM VIEW BY B.S. WTTOMt OF STRUCTUREfA FIE AURA, NASA MATONRY SPECS SPECFICATKNS (�I a. y y PARAPETB.U. BUST UP f.G0. FLOOR CLEAN OUT NAT'l MATERIAL SPOOL.SPECS SPEAKER : k: TAU OFS-NOTIFY ARCHITECTDISCREPANCIES. It B/C BACK OF CURET F.D. . FLOORDRAIN IX N . WOW. SF.or Y SOU ARE FEET 4 W. BOND FE FIRE EXTINGUISHER NEC/. NELHANHLK SOT N. SQUARE LADES 6 21.CONTRACTOR SHALL VERIFY EXISTENCE k LOCATION OF ALL UTNRY SERVICES k COORDINATE AS REOURW, BLOC WILD. F.O. FACE a VIED. NEDNM srC SOUND TRANSM!$SION CLASS _ • -t2 NOTIFYING THE ARCHITECT OF VARIATIONS ON CONFLICTS ALL NON-CONFORMING LIGHTS MUST BE REPLACED 8lK BLOCK FS POOR SINK MFC. YANUFACTl/R!NC STD. STANDARD cri {. WITH FIXTURES THAT COMPLY WITH LOCAL CITY ORDINANCES SAG. BLOCKING F. FABRICATE MFR. MANUFACTURER SP_ STEEL - i BM. BEAM FDIC FRE DEPARTMENT CONNECTION MN. MNNUM STiRUC. STRUCTURE AL r1 c u 22.GENERAL CONTRACTOR SHALL RENEW FIELD COEDITORS k FURRED OUT PERIMETER WALLS,MAILING ALLOWANCE BR BRASS fdl. FOUNDATION MISC MI$0.L,LANLWS SUSP. SJSPONDED( ) 1 TO NSURE THAT ALL ELECTRICAL/TELEPHONE k MISCELLANEOUS COVER PLATES k JUNCTION BOXES WALL RUSH BRG. BEATING FN. FINISH voS MCUUWi SW SWRH J 'iSe OUT E)UCT.Y 70 Fea91ED FACE.SUCH THAT NO GAPS ARE EVIDENT. V b F BRZ BRONZE FIXT. FIXTURE MTL. METAL TIN SYMMETRIC. Q K 23.ALL COLORS AND/OR COLOR SAMPLES SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW k APPROVAL BENT_ BASEMENT R FLOW SYS SYSTEM i PRIOR TO INSTALL/!1KN OR APPUCADON.ALL FERROUS METAL SHALL BE PRIMED&PAINTED W/COOR BY BEM. WTTU/ E. FLOOR LNE N.I.C. N caNrnAGT F' ARCHTECT.CONTRACTOR TO SUBMIT SHOP DRAWINGS ON ALL MILLWORK k ALL BOLDING ERROR MATERIALS FOR FLU FLUOR N S. NOTT TO SGME T k G TONGUE AND GROOVE - ,.1 FINAL APPROVAL MICR TO ORDERING.IFBUT SPECFICALLY DEFINED N THESE DRAWINGS,MATERIAL MD OR CD' CONSTRUCTION DOQAAENTS FWOR. FLUORESCENT N0.a/ NUMBER T.BA TO BE REMOVED Ea te>. / C.I.P. CAST N PLACE FP FIRE PROOF NON. NOMINAL T.Y.B. TELEPHONE WOAD,.BOARD a EQUIPMENT SHALL BE ED BY CONTRACTOR TO THE ARCHITECT COTFWN A REASONABLEDEB.E. TILE TO ALLOW C.J. C.0 ENT FR. FRAME T.0, TOP OF Cf 0 W MATERIAL,PURCHASE.TTT &AL DELIVERY MO O DT YP EVENTARCHITECT DELAYTIN TIE JOB &E. C.D. CLEAN out FT.a' F001/FEET 0.0. 00 CENTER TO-B. TOP OF BEAM ORACLE x 24.MATERIAL SUBSTITUTKN SHALL BE APPROVED BY ARCITECT PRKR TO PURCHASE k WSTALLAT(II. OTT. CERAMIC TAF F'U FOOTING D.O. OVER H UAAIETR T.0.G TOP OF NR8 ROAD RE-ENGINEERING FEES,IF APPLICABLE,SHALL BE THE RESPONIBIUTY OF THE CONTRACTOR ALL MATERIAL CAB CABINET FUME. FURNISH o.H. OVER HANG i.0.1-N. YOP OF FINISHED BOOR SHALL BE HANDLED k INSTALLED REF MANUFACTURERS SPECIFICATIONS k RECWMETMATONS CCTV 0.05ED CRRCUT TELE.. a. OBSQFRE T.OF. TOP OF FOOTING • SE E CRY. CEMENT C GALVANIZED IRON O L OPTIC. 0 HEAD T.0.d TOP W JUST ORO VALLEY °; 25.NTEPoOR FINISH SHALL CONFORM COTH U.B.C.CHAPTER 7.WALL k CEX.NC MATERIALS SHALL NOT EXCEED THE CER CERAMIC GA GAUGE OPNC OPENWIG T.QL tOP!X LEDGER 4 ° FLAME SPREAD C1AS9FICATIONS N U.B.C.TABLES 7-8 k 7-C.ALL DRYWALL SHALL BE TYRE X'Nita).0.). OM Cu.FEET PER IYNUTE CAW. GALYANIZE'D DPP. OPPOSITE T.GII. TOP OF MASONRY �-� P. WATER RI-SISTMT GYP.BD.SHALL BE USED O EVERY WALL ND.4'-0'RAO.O PLUMBING FIXTURES CH a C CHANNEL GAR GARAGE T.0.P. YOp tx PARAPET a PAVING i { AND/OR Eat/DENT UTIUDNG WATER 0.a( CENTERLINE GOT WADE R •FIE TADS TOP OF SLM B ), 0.G LEXNC CFO 9NCIND FALAT gRGIi NTFARl1PTER P-LAM. PLASTIC LANNATE T.O.W LOP OF WALL 26. ALL ASPECTS O EOUPNENT SHALL BE COORDINATED&APPROVE°BY THE TENANT AND/OR THE EO:':PMENT CLX0. CAULKNG Gil GROUND FAULT NTER... P.O.C. PORT OF CONNEC'ION T.S. VIBE STEEL 2 r VENDOR ESPECIALLY.TUT NOT UNITED TO,THE EXACT PLACEMENT,SUPPORTS k MY BACRING REQUIREMENTS CKD. 0.OSET GL GBA ON SS PORE. PERFORATED la. TELEPHONE O W AS TELL AS FLOOR OR CEILING PENETRATIONS.EQXPMENT VENDOR SHALL ALSO APPROVE ALL MECHANICAL CIR. CLEAR (PA 11LB IXLUE UMNATEI)BEAN GM ::PERPPERPENDICULARTro. THREADED ELECTRICAL RUM9NG,k PROCESS MR REQUIREMENTS AS WELL AS SERVICE LOCATION OF SAME CAW CONCRETE MASONRY T GRILLE PG- PA THK- THI°K COL WIUMNN OP. GYPSUM PH PHASE TVW1R THROUGHCC 2 27.ALL CONTROLS,OPERATING MEf]HAN19/S k HARDWARE INTENDED FOR OPERATION BY OCCUPANT-NCLUONG COMB. OOYBNATIW GYP.W. GYPSUM BOARD R.a C PLATE TLT. TM,a SCOTCHES THAT CONTROL UGHTING.VENTILATION,k ELEC.CONVENIENCE OUTLETS ALONG ACCESSIBLE RW1ES CONE CONCRETE PLUMB. PLUMING TRANS. TRANSFORMER 0 3 OR AS A PART OF AN ACCESSIBLE ELEMENTS SHALL BE ACCESSBE OPERATION O CONTROLS SHALL NOT CO. CONNECTION H.B. HOSE BIBB PLY.. PLTWOW TP. TYPICAL SG REGIME MICBNG,T041(RASING OR TWIST O THE WRIST&SH01 BE OPERABLE W/ONE HMO. CONST. CONSTRUCTION H.C. HOLLOW CORE PNI PANEL CUT. CONTINUOUSM.Y. HOLLOW MET. PR. PARR UHF. UNFINISHED 28.CABINETRY FABRICATOR TO FIELD VERIFY ALL 1.MENSON5,CONFKXURATIONcorm.S(TT/OWNER).k VERIFY THEY ARE C CONTRACTOR M/C HANDICAPPED PREFAB. PREFABRICATED UR URINAL 1, K S N POSSESSOR OF LATEST SET OF DRAWINGS PRIOR TO THE COMMENCEMENT OF ANY WORK ON TIS PROJECT. CIR. COUNTER NOW HARDWARE PO POUNDS PER SQUARE FOOT N • WERE PROBLEMS OR DISCREPANCES ARE ENCOUNTERED.THE FABRICATOR SHALL NOTIFY THE ARCHITECT,N CIS(. CONTER0NK ET/T. HECHT PS POUNDS PER 50'JARE INCH V.B. VAPOR BARRff. NOTING,k ALLOW THREE WORM.OATS FOR AN AMIABLE sauna.. CU COPPER /TOR. HOPZONT. PT. PUNT V.15. VERIFY N r1E.c „ C.W. COLD WATER RIR (HEATER P10. PANTED VCT VINYL FOTAPOST:CN TIE I 29. ALL REWIRED EXITS SHALL BE OPDN ABLE FROM THE INTERIOR WITHOUT THE USE OF A KEY.SPECIAL EFFORT, MAC HEATING,VQNTAATTNG 8 PIN. PARTITION ND y!RT. VFATCA_ o j OR SPECIAL KNOWLEDGE.ALL REWIRED EXIT SINS SHALL HAVE LETTERS 5'HIGH.CONTRACTOR SHALL INSTALL ° PEYLTLY AR CONOITONING PVC POLYVNYL0.W70E VEST. VESTIBULE SIGNS AT LOCATIONS INDICATED ON PLANS D.F. PE DRINKING FOUNTAIN HW HOT WATER PARR. POKER D.G. DECOMPOSED GRANITE w/C WATER CLOSET DATE: 30.FIRE EXTINGUISHERS SHALE BE PROVIDED IN A QUANTITY,OUAUTY&LOCATION AS REWIRED BY LOCAL FIRE D.P. DAMP PROOFING I.D. INSIDE DIAMETER SIT. PARRY TILE NDW AMON > ' DEPARTMENT AND/OR GOVERNING FRE PROTECTION AGENCY(TENANT TO PRONDE AT TIME CF Do.0.S DO SPIT I.E. NODE FACE OTY QUANTITY M.H- WATER HEATER SCALE: AS NOTED is, c i WERE ACCEPTABLE.A RECESSED INSTALUSON SHALL BE USED.FIRE EXTINGUISHERS SHALL BE 2AlOBC RATED D/W 019+WAOOET ID IDENIFMAo10N AP HEATHER PROOF ,' - (U.N.0).MAXIMUM TRAVEL DISTANCE TO AN EXEINGLISHER SHALL NOT EXCEED 75 FEET.SEE FLOOR PLANS FOR eB DECO:E N.or' INCH(ES) R. RISER(5) TO WATER RESSTANT/HEOSTVE DWG.BY: ol3 EXTBKXASHER LOCATIONS EXTINGUSERS SHALL BEAR A SERVICEINC-LICE.TAG&SHALL BE BRACKET MOUNTED S0 DBL DOUBLE 1NCLINC-LICE.NCLU8VE r a R. RADIUS Wr. HEIGHT A `<r THAT THE TOP OF THE EXTIN00SHER IS NO HOOTER THAN FOUR FEET A.F.F. Oa. OENOUTKN NSUL NSUUT ON R.0 ROOF CRMN r/ WITH 4` 31. ALL TOILET ROOMS SHALL HAVE A AIWWM OF FOUR COMPLETE VOLUMETRIC RR CHANGES PER HOUR.ATTIC UA DIAMETER • DIAYET INT.. INTERIORRo. ROUIRH OPENING r/o WTIOJT PISEPARATIONS AS REWIRED BY GOVERNING AGENCIES SHALE BE PROVIDED MHEtHERt INDICATED ON THESEDI. DIAGONAL NV. INVERT R.O.W.a R/•GTT OF COAT ND. WOOD SHEET NO., 832.1-02 PUNS OR NOTr. . OW. UMENSON END. ROUND W.I. WR90GNT IRON • O . DISPENSER J-COX JUNC 10.BOX REF. REFRHQRATW LW,.amLW,.IM E FABRK U_ DEAD LOAD JAN. JA IIMR REFER. REFERENCE T-1 OM DOWN .FT .UNCnGN REG. REGSTER J. YARD OF - SHEETS Ili Mj NM WI d �- 1► ►1 GENERAL SITE PLAN NOTES NOTES REVISIONS �- I. ALL ROOFTOP EQUIPMENT AND SATELLI-E 5.ALL NEW OR RELOCATED UTILITIES WILL BE I EXISTING ACCESS DRIVEWAY-TBR 6. i _ -.- C; "_ DI E L BE SCREENED TO THE LA tGHT PLACED UNDERCsRDUND. • _ OF THE TALLEST EQUIPMENT. 2. NEW SERVICE ENTRY SECTION-SEE ELEC. it ��-"' b. STRICTURES I LANDSCAPING WITHIN A f> - _-< 2_ ANY LIGHTING WILL BE PLACED AS TO DIRECT TRIANC,LE MEASURED SACK I0'-0'FROM THE 3.NEW CONIC.SIDEWALK-SEE DTL 6/6D-3 4 GML 6 LIGHT AWAY FROM ADJACENT RESIDENT AL PROPERTY LIME AND 20'-0'ALONG THE 3 DISTRICTS AND WILL NOT EXCEED ONE i OOT PROPERTY LINE ON EACH SIDE OF THE 4.OUTSIDE USED TIRE STORAGE-Q'-0'CIII WALL ;+ © `=.0 A a37,37� o ��r ___...-:._ CANDLE AT THE PROPERTY LINE-NO NOISE, DRIVEWAYS ENTRANCES WILL BE el-+�,7z�� ODOR OR VIBRATION WILL BE ET,TTED AT FWY MAINTAINED AT A MAXIMUM HEIGHT OF 3'-0'. 5.NEW REFUSE ENCL.-SEE DTLS.5/8D-3 a 20/SD-3 Al a O L=,nJZ08, '1' LEVEL EXCEEDING THE GENERAL LEVEL OF °• ,-� (� NOISE,ODOR,OR VIBRATION EMITTED BY USES 1.OWERS OF PROPERTY ADJACENT TO PUBLIC 6 5'-0'MIN WIDE PANTED ACCESS AISLE•H.C. i t . I _ ® �-�_ IN THE AREA OUTSIDE OF THE SITE. RIGHT-OF-WAY WILL NAVE THE RESPONSIBILITY PARKING-SEE OIL 22/50-3 • r r LI -'- I�• i- FOR MAINTAINING ALL LANDSCAPING LOCATED • 3,ALL SERVICE AREAS SHALL BE SCREENED TO I 0 -~� , WITHIN THE RIGHT-OF-WAY,IN ACCORDANCE 1( b'-0'GONT.SECURITY WALL-SEE DTL S SI- 8 I _ WI'H APPROVED PLANS- FOR UPGRADED WALL CONSTRUCTION-SEE SHT. i • 1�- r � `1 i _ CONCEAL TRASH GONTAMERb,LOADING - 21 ®.l •. - .. r (..nP•.. - Ott) ` \ DOCKS.TRANSFORTERS,BACKFLOW 5D-2 FOR UPGRADE DIMENSIONS a LOCATIONS- • ® '/� PREVENTERS AND OTHER MECHANICAL JR FINISH TO MATCH ADJ.BUILDINGS T.rr. L 'o �. .-S (�) C� B.MAXR•RA'I HEIGHT OF POLE LIGHTING SHALL BE ut ---^i ' �. l a--� ! `{ !r `i9�� ELECTRICAL EGiJIPt'ENT FROM EYE LENTIL • f _ ._ C ; I_ i _ 1~ •25-0'AFfx S.EXISTING CURB•TO BE REMOVED `i .i _ ... h - pa _\ ADJACENT TO ALL PUBLIC E + 1 ' • - " �" 1 a6 \ S.DO NOT SCJ'LE DETAILS OR DRAWINGS IF IN K NEW SEWER LINE-SEE CIVIL PLAN E 9 ... - j t I >' f 5�9' -- 4.DEVELOPMENT AND USE OF THIS SITE WI_L b s$ - 55 $ - .. _/ -1 . CONFOR^.WI,ALL APPLIfTALE CODE'S AND y/� t' ® y rf8 ��_ ... �emuuiit `\ 1 0.ECACALLARGHITEG/ENGVEER FOR_ ` \,` • - IL SAID/OIL INTERCEPTOR-SEE PLUMBING Oat/ u . _ - .�/ .. .. �` j� yt 29 .. O Q. NEW LANDSCAPE AREA-SEE SHT.L-2 Q .fru 4.A o tyi �- ..� � ° tl ;Q :r.. �� OH �.P \ 13. APES RISER LOGATICN-SEE` • ® .� 1 ® I.UO i - TYP.- - - .. f .i - i.. I4. ASPHALT PAVING-PER SOIL.. - .. .. ..- -�t7-).! " <. B. NEW POLE MOUNTED LIGHTIN 'a _) - ��. AAAA ,.� Ka. TYPICAL HANDICAP RAMP-SEE DETAILS l/SD-3 u a fl 1 -�� . O. �..`-. • T1'p.. -. � , l i .. -Az-sp. .T-�- 1 8/bD-3 r !I 'I it V -, .. -. TYP. .... �- / 1\ J� 1 IT. TYP PARKING THIS PROJECT-SEE DTL.13/5D-3 FAX 968-5434 // y 480 968 6282 ft i 1 I) _ S \ -� O ` ® /- .../.. -. j. �.6 \ \v,-161 _ _ IB. EXISTING FIRE HYDRANT LOCATION-SEE GVIL !� �,._.. - N. 0... I Ai� \e - �. -4a r'./DTP.. - \•\ .r tttNlNN `.. 6 '..0 I .. _ _ _ - - \ _.♦ IS. ADA PARKING-SEE DETAIL 14/SD-3 a 2Z/`5D-3 'd Om 5 o� y 1 -r. 3 -_. \ :.\\ ..0 `,. -�'�_ µ .. ... • I- . -, 41 20.DARK CURB LINES INDICATE NEW P.I.P.GJRB- E 2 cmi I� e 3 - ..O O. ... `; '- 59 C .� 0 , ® Sl ,t1 / TO MATCH ADJ.EXISTING CURB «.r m o'. ti I ,© ': �Q " _ .. - 8 _ #_,`5'/5 4• S`S.F.. ` \ ,�-. .. ./. .%/h �.i O�O 21. EXISTING WATER LINE-FIELD VERIFY-SEE CIVIL C a= ii ` .. :: 22 c i E; o.: 4.78 S.F E 3 e r 0 23 (GROSS) - -r 4 i EXISTING SECURITY FENCE-TBR ! © 1• - • rt �P. y 3 O O• y. 6 yp q�,+ 24.NEW P.I.P.GONG CURB BEE DTL Q/9D-3 a (/J I 3,. .- - - - -® _ �` = a T7P. tY4r._. ! / -\(Gal 25.EXISTING LANDSCAPE-TO REMAIN-RELOCATE « ® 10 I dd _ p �J 3 ' _ 1 -. `� . .• `� 7 d�. 24 .-. - V r/ AS REQUIRED , C Sio - Q 477 � q �+° r / J� 26.'ENTERVEXIT'PAVEMENT MARKING-SEE FLOOR 0 I' / f- - -.- rrP r `.. ' /O / v FLAN a DETAIL f5/6D-3 4' o ! I .. �." O. I' ® ® /• O 11.EXISTINGIRRKsATIONCONTROL BOX V U'LO i`_ 1'd y - _ ®. 1 _ I N 4 n'P. On / 28.EXISTING SIGN-TO REMAIN (1 `o ml E ® - - .. _ _ 3 i .. i /.'" 29.EXISTING GAS LINE-TO T2E1•IAIN-FIELD VERIFI'- T -e �j-- _ C..1 - u :'s ♦ !/ SEE GML S ;r V 3N -6� py p ,tF, °{ _ 7V ��� ©\ - % ,V „ , 30.NEW ELECTRICAL TRANSFOR-ER-SEE ELEC. E► 4T \, �_ .�.: - j PLANS .:i o: "- 0. {( _ 24 TYP. - \ 22 51 V'" 32.EDGE OF 6 CONC.APRON-SEE DTL.4/9D 2 U EXISTING31. .I �._. . $ i. ._. ®_ - � _ -- -_. `� !� A.r� / 33.EXISTING PUBLIC SIDEWAALK-FIELD VERIFI' ti {: 1 .. .. .. Q SV•�"YV O ( � 34.6'e PIPE BOLLARD-SEE PLAN a DTL-4/6D-3i. . 8 1 - N�1N 51111 C,LI y .. - - ... - - - - - - - - - • .. Pe'� j 0 3 -LINE TYPE HAivDICAP ACCESSIBLE RAMP- :, ?i . . ... .. - .. �l_/' SEE DETAILS 1/SD-3 a 11/50-3 . ws ws- �r•® ws VS VS VS VS_�vs ,© ,• T- 36.EXISTING OVERHEAD ELEC.LINES-TO REMAM- - -..... VS.. 2; \ ..t� - - FIELD VERIFY-SEE CIVIL ° ... - - v 31.NEW ON-FATE RETENTION-SEE CIVIL PLANS x 1 L II! �' a1/2. +,3ffi•f 7/ n / 0 " -r= .._. _ , . {P �j /(\ln 3H.EXISTING POLE MTD.LKaF1T FIXTURE-TO REMAIN d 1WAIr7LL CUO� v 39.WIDEiN CURB•ALL CURBS CURVED u✓RADII te ` >�- ` _ _ ® LESS THAN 4'-0' d , Ii ID,„ �5.. / 40.EXISTING MANHOLE-FIELD VERIFY-SEE CIVIL m ,, jt �����i \\ S O 1�`�^�4! © �� 41. 5'-0'SQ.MIN LANDING IN FRONT OF ALL EXIT �' \ 1' _ t,occ a-LAIIDMG SHALL NOT BE MORE THAN 1b iO / Vl'LOWER THAN THE THRESHOLD OF DOOR .II (I \� O •.c`LZ 42-HANDICAP SIGN LOCATION-SEE DTL 22/60-3 0 i; 43.DO NOT ENTER'SIGN-SEE DTLS.22/60-3(POLE) _ f/1 I I� / !22/SD-4(SIGN) " t. ji 11 i III i� II Vp`� F. 44.REQUIRED TRUCK LOADING SPACE [17;1] CC 3 , 1� O� �� 45.EXISTING POLE 1"1TD.SITE LIGHTING-TO REMAIN TT 4 .Y ii �; • II j 46.PEDESTRIAN LINKAGE AISLE ACROSS PARKING- �` i 1 y it 3.' QO \1 !�/\j.• PAINT SIM.TO ACCESS AISLE-SEE DTL.22/50-3 f(�J Q IF ��� Vp O \ \\V 41.EXISTING UTILITY POLE-TO REMAIN CC / //// 1'! � 422.EXISTING FIBER OPTIC LINE-TO REMAIN _❑J MATERIALS W m• `° QS �O 4 I�.I �� 49.EX19tMG FIBER OPTIC POLE-TO REMAIN r; < OF' /0o ") ie // I; ®! ' 50.EXI5TRNG TRAJPIG CONTROL bIGNAL-TO REMAIN '' i I :\c‘ E ii5i. EXISTG TELEPHONE SERVICE J-BOX-TO RETTAMS4//, i GP / I i:' --- 52.EXISTY,ELECTRICAL MANHOLE-TO REMAIN aM 'C' / ASPHALT CONCRETE 53.EXISTING GAS METER-TO REMAIN CC` e 9 .� T S S P . 54.EXISTING WATER METER-TO REMAIN Eli x ,X j�P ///O� 3� 55.EXISTING WATER VALVE-TO REMAIN O 3! A :d 56.EXISTING HANDICAP ACCESS RAMP•ROAD ❑ 8' INTERSECTION-TO REMAIN mil 1}}F ANNOTATED SITE PLAN ;% may,, 51.B B WALL- SD -4FORWALL 0 E; SCALE:1'.20'-0' �1 55.NEW HAND CFINISH TO RAP^ADJ-BUILDINGS 1 �e j /'FSSIBLE PARKING SPADE W SIGN-SEE DETAIL 22/5D-3 0 X � 5K EXISTING LUATER FOUNTAIN FEATURE-TO REMAIN CC w ' 60.EX.SANITARY SELLER MANHOLE-TO REMAIN $ 0 e 51. FIRE LANE'SIGN-SEE DTLS.22RD-3(POLE)4 •I IS/S0-4(SIGN) a ,� !I VERTICAL CONSTRUCTION WITH 1 1.. 62.SHADED CURBS INDICATE THOSE LOCATIONS x ALL BIGNAGE REQUIRES 2 RIVER ROCK a RIP-RA TO ALL ON-SITE WATER LINES,INCLUDING THOSE' ALL NEW SANITARY SELLER Two wORA NG OATS BEFORE Tau DIG, OWNER F. ; COMBUSTIBLE MATERIALS SHALL X CALL FOR THE BLUE STAKES DESIGNATED AS FIRE LANES-SEE DTL.20/5D-4 o 'l� NOT COMMENCE PRIOR TO THE REQUIRED FOR FIRE PROTECTION SHALL 8E " 2 6 3 I I O 0 z SEPARATE APPROVALS BE EMBEDDED N CONCRETE '-NES WITHIN THE SITE SHALL a I ACCEPTANCE OF FIRE ACCESSt 50 THAT ONLY TOP V3 OF THE PRIVATE WATER LINES SUBJECT TO THE 53.REQUIRED BICYCLE PARKIN LOCATION-SEE r AND PERMITSBE PRIVATE PLUMBING LINES • - ROADS AND FIRE HYDRANTS ,__ ,;,.,,,�,,,,;,. ROCK IS EXPOSED LOCAL PLUMBING CODE SUBJECT TO THE LOCAL COMMERCIAL DEVELOPMENT DETAIL 23/50-4 - o u Z:{':�h: ,�XCT1..TI Xio2 ne_?F/ ':... - x:+Kx.:;^-Nr r-r- ! -r. - .. .r--... A. BLUE STARES CEMER o I - _ _ _ ,,,. ..�.,,,yx,u . .,. PLIT?BMG CODE CALL COLLECT PROPERTIES, INC. a >-...... .,. -- PAC.-ED DUNSHIE DATE: 3326 E.FAIRFIELD e IMESA,AZ 85213 i3 NOTED PHONE I(4S0)801-3515 FAx 5(480)641-9435 DWG SCALE: ASoI3 '- :E a-mall:Edcrle+r•••atnat F e1 JOB: 8324-02 I SHEET NO.: i 'i a e SD-1 I OF SHEETS IP ri •r m f I 1 REVISIONS CURVE KEYED NOTES 0 i! i.6'P.IP.CONCRETE CURBS.ALL HIGH T.BBBx16 CMU WALLS w/'ILESTERN I-0:OfE' T-- i` W4LL, TRAFFIC AREAS-SEE DILE.3/5D-3 - �- D STUCCO FINISH TO i'-0'AFLc C: A-04.37' 87'- 11721t'rl ur 2.LINE INDICATES CHANGE M ELEVATION 8.ASPHALT PAVING-2'TOPPING OVER \ .�7ie R� •T.O.WALL-SEE ELFVS.:DETAIL 16, BASE AS RECOMMENDED BY THE \ 68i"i 3.a••GONG.FILLET STL.wpE BOLLARD- SOILS REPORT-SEE CIVIL PLANS S b L /Z/'' W4LL SEE DETAIL 4/SD-3 3 W DEN CURES.ALL CURVES WHERSE THE 76, . 0 I _ -`,e 6 a.COR1alGATED STEEL DECK CsATE uv RADIUS i5 LESS THAN 4'-0' =i --•®-0' I0.ADJACENT LANDSCAPE AREA-SEE • - ANGLE cRAME-PAINT TO MATCH ADJ. \ I • 1�� �`. �' -� WALLS-SEE DETAILS 1.3/SD-3.23/50-3. LANDSCAPE PLANS / i i I - THl 4M p 1 24/bp-3 '. i 1 1 q S Er l- \ 12.INSIDE ACE OF ENCLOSURE WALL 5 TO Or"."'"."'''' 0 r-. T' h a 5.STIPP-E PATTED.INDICATES LIMITS >f II � I' T •._ OF b'CONC.60.G.•ENCLOSURE BE EXPOSED 8x8x16 COMMON Q-Sl I 1 '9.17 �0'I I® 1 N Ii > i ` WALL u✓LIQlID WATERPROOFING e -- \ 8 i I -I . 6-8x8x16 G`Ri WALLS TO 12'-0'AFfi.vU II j 0 / -� 2646 'u.ESTERN I_KOTE'STUCCO FMteH-SEE 3 6.! TYP, i`•' 9 �r ii �! ' Ra G,c,_p ELEVATIONS BELOW PAINTED TO MATCH EXTERIOR ` ` sr'ACEs.y._®,.63'p O i / A I �`� 1+ C,'3 a• - O / ©O IVLLP1 • • IF TYP.. ,' .. 411p: y/ w.H. o 1 j I 20 P. S•3'-0•, d> /�'0 i �e •6_, A r, ,,. • fl Il I ' --t ' / - i ..- �%/0 \•\'. Wit' 6 - ' •- �.. .. ID '�+n U S. 1 \• T -` Z-e•.. .. .. \ (a6o)968-6282 Y¢ II 'j .\\\\\\�;l�. •9 /r ..� \'�-4• '0 0' /�//� l \a ',6i '* 'b. .. .. .. / FAX 968-5434 si..... . H \ e. '- 9 • • ._2„.„ i , , , �� B •. • \�'\ _ _ S• 0• i 6 t• mom_ I / n o ID t e. a �.__ II I Q I '-- --�:� _.sy-s __- '" -p, ; • /c^ -_ 32'-0'r 1 ' E - f \ n m �/ o h e'0.; ` SERVICE / •,, ~ to I I i _"Y 9 , �f it `, r SCRAP TIRE/TRASH/ ' 65 o 1 5 �, �. AREAS / , /: -- BM ENGL08Uf€s 11 1 v. /Jit SCALE:I'=20'-0' '\/ 0 0 i s I 11 114,0 5S'-5. ,•-0'i 20'-0'TYP. .)23'-10' / Y .-ll i l �.�• x/•• L0.m:n gk ' r- N. • 10'0 L - # / / 13'-E ..,„. , ,,,, ., l- iS I •0 < s S i Lam ) �_41, fir.,-�� M1 , ,� f� �•1V\ Y " j f 7rt, c• C Y Il I 1�3•-4• `�f-0• �\ ..m I Y 4\..s--- -.0 �I �i 62,238.24 S e' '.. . i it1_43 AC. (GROSS1 \ i=' �` /i. �� 1€ \ I' _-� ` \\ !\ - ,- 9 / PARGE ON STUCCO m 1d89' 22" 1�Q' I s, �/�� 0 /� G�� c �� �v.• // ASV1DERECLINED TO f ,` _-J// 1`� - �: WATER RtN-CFF .. °> NOTE: --,, /' ----= \ PF�7VIDE P081TIV£ 4' ALL NEW CURVES SHALL HAVE AN A55tAED 3'-0' R� 2926" \ \\\ /\\ /t\ // ,,� j ' RADIUS IAJLE85 NOTED OR DIMENSIONED CTHER'iASE (7, (�� T -"-aye \ j �� 8k8•x16'Ct1L.(MAC.SEC. '4": -• �+ \ `�/ / ',T5)-NO STUCCO.MT_ -- Q ' •INDICATES LENGTH OF RAMPED SURFACE-TO BE '! 8 \ \ •IRS VERIFIED w/ACTUAL GRADES(BHCLLN ON CINL P'LANSJ- : \ \ BIDE-G.G.TO PROVIDE , '' lit 1 1:7 MAX SLOPE•HANDICAP ACCESSIBLE RTES. \ -\_� _-_� 'R'ePRO PROOFING OR EQUIRV. f m x \‘' . � _ <II' DEEP CUT BCND fa SOLID w/CONT. 0 5, i is \ STD.JOINT DUR-O-WALL •%r�; BEAM ROB• WIRE REIt•F..W'O.G. J li ij \�• (\� / ':�r5 , BES•m INTO GIadR55 `c '. !' P IiIX f_-=_.�I /_ '� \ �', \C„ 6'-•W1.4xYi1.4 SI I± l /�(\�j\% Y'ELDm WI', FHBRIG 1 a 7•: C.D 6'COMP••TED ABC SI I4 �f 112 / CITwo wpm.DAY'S BEFORE You DING• :••••• ^.1/10.4.Pari.-- 6u - �; CALL FOR THE BLUE STAKES i { II.i �I ® 263-I100 - i:::::1 ., m :F / BLtA S MEB CENTER (2J.4 CONTINUOIIB83 a ; CALL COLLECT 0 / �` 3 S ALTERNATE @ SCRAP TIRE ENCLOSUREB.,H. .. a i 1\/ O dCdlE.t1Td 1.4. E 01.11, i. <,/ %f//yam ! ALL DIMENSIONS ARE TO BE VERIFIED B"CONTRACTOR PRIOR TO CONSTRUCTION. Y 8' ,nA E N S 1 O N E r SITE PLAN ��.,. THE DESIGNER IS TO BE NOTIFIED REVISE OF ANY DISCREPANCIES,AND BE •i v - 'S S` ', ALLOWED THREE WORKING DAYS TO REVISE AND/OR CORRECT SAME.THE DESIGNER4 1 - ASSUMES NO LIABILITY FOR FIELD CORRECTIONS OR INTERPRETATION OR FOR • I SITE AREA:62,3824 SF.1.43 ACRES SCALE:1'=20'-0' .j/ aO •O O MO ..O .to CONSTRUCTION FAULTS RESULTING FROIA SAME. 00 : 1/1 SCALE: (SITE PLAN ONLY)IN FEET 2'ASPHALT E a PARTIAL EXTERIOR PARTIAL EXTERIOR KEYED NOTES TOPPING OVERBASE AS 0 w €: FINISH/COLOR/MATERIAL FINISH/COLOR/MATERIAL I.WALL CONTINUES AS 6'-0'HIGH CPU REFUSE BIN RECOMMENDED i conic.SLAB 1 c ENCLOSURE a✓STUCCO FNISH TO MATCH BLDG.- BY SOILS REPORT R 4•ABC et SCHEDULE _ GENERAL NOTES SEE DETAIL 3/- '^ t 2.WALL CONTINUES AS STEPPING SITE SECURITY 0 ;o o b O1 1LESTERN I-KOTE'STUCCO OVER STASIS LIT IS THE INTENT CF THIS EXT.MATERIALIFMISH WALL-SEE DETAIL 8/80-4 a SITE PLAN i TYP. 4\ i I \ • 6 o V' GFAI-IGBO�R-3855 --.- SO-EDUCE THAT ALL MATERIALS AND FINISHES 3.4'4 GQ•1G.FILLED STL.PIPE BOLLARD-SEE D T'_. F- © ( - �� ` m ARE rI FART Y DEEMED.ALL FNIEN MARKERS 4JSD-3 ``F� v �A F F F J// 'r Op a x a SHOULD DE ASSUMED TYPICAL UNLESS NOTED a.r4Q1aiY.,ATED STEEL DECK GATE u✓STEEL ANGLE ' 0 - O To •o r't9 `$ �\)1 METAL DOOR a FRAME OTHERWISE. FRAME•TIRE STORAGE-PAINT TO MATCH ADJ. - V' 2.MISCELLANEOUS TRIM ITEMS ARE TO BE PAINTED WALLS-SEE DETAILB'S/SD-3.23/80-3,a 24/5D_3 [-damn - O .� '~: ti �O- J - TO HATCH ADJACENT WALLS. 5.CORRUGATED STEEL DECK GATE•TRASH ENCL. ,I - C � ® - �s :- I 2J•4 CONT.Tab a I EFS(SMOOTH FINISH)-'DRY-VIT'REP.• 3-BUILDING SIGNS ARE CINDER A SEPARATE PERMIT. Qy STEEL ANGLE FRA"IE-PAINT TO MATCH ADJ. 1 2 I.-: / 4.PROVIDE LIQ11D IIIAI tI.c',coc-l!JG!'RAII•Ka1JARD'T '� ��\ ,-,1uT,s. _6. V a 3 C)NER-2128 OR EQUIV.O/FOAM MOLDING WALLS-SEE DETAILS 19/•,,D-3,23/S0-3,a 24/SD-3 0 / _ e; __ ITy-,IjT C ;!!...17-:,1,!it8• Ro I ON NSiDES RFI ACE OF ALL EXPOSED MASONRY6-FNISH GRADE-SEE CIVIL iiii �.PARAPET WALLS. T.STEP TA WALL•SCRAP TIRE ENCLOSURE / 1 � !z _ou -� DATE:3I5-PROVIDE MEFARAA tUA GRAD00FMG FOR ALL ;. 1 TY`P- _.., I ;'r ly_ SCALE: AS NOTED PAINT TO MATCH ADJAGEhT STIILAR TO ADJ.BUILDING O - O `© wY\,�ar > t �� WALLS UIFIERE ADJAGt�•1-GRADE IS HIGHER THAN 1 • "" I FINISH FLOOR - - __ - -.. . - - gy u i I 6.DO NOT SCALE THESE DRAWINGS. •_4• e o E-�;DUNN EDWARD6'TRAVERTINE'SP 63 T.SEE COMPLETE EXTERIOR ELEVATIONS A FINISH I © -' BY: �ot3 02 P SCHEDU LE:SHEET 6. ' w 3" EAST SIDE ELEVATION FRONT ELEVATION WES'i SIDE ELEVATION SHEET NO.: < 'b E _ i DU NN EDWARDS CORAL CLAY'SPI48 O O 0 a i u ��NOTusEO 16 SCRAP TIRE ENCLOSURE ELEVATIONS SD-2 _ O TURNDOWN CONCRETE APRON SCALE:N.T.S. 4 SCALP.H.T.S. OF - SHEETS A L• I LA i f - j NOTE: EXACT SIGN FACE NOTE: ALL SIGNAGE UNDER NOTE: END eabxw COOT•IcN Grw REVISIONS __ / TO BE DETERMINED A SEPERATE REVIEW 4 PERMIT SIGN DESIGN,'LLUMMATION,AND LOCATION TO WALLS• RIB OF TRASH STEP TO.WALL 61MIL - 3'-0'MIN. i I j COMPLY WITH LOCAL ZONING ORDINANCE. STEEL GATES- TO TO.WALL•BUILDING ACCESSIBLE; CURB RAMP ENCLOSURE-PAINT TO MATCH DETAILS•/- SIDEIUALK I I MAX 1:R SLOPE ISEE DE 3 Lb 2.1./- STUCCO•EXTERIOR } � PER LOCAL SIGN CODE �{ AN ` w I 1 r-MONl2`IENT SIGN SUPPLIED t I I e [ O 6'-0•MAX./3'-0.MN.(RECOM'1ENDED N Ise 1 NSTALLED BY LOCAL SIGN I 2. ��I vl III!'i 4I, liij l I 111 j IIII.III dl I • r" M -- :§ I ALLER j J { I III !'IIII II 1 F' --- --- F ( X 23 I I II 1 A� NIII'Ip'Till! I iI I' { / TO PREVETNT BUMPER DAMAGE) 1 I 1A. > °`CURB �.. - �; CGNVENIEN REPT I II II I jl j . T I ro ow GGaa�F OF BASE-PLACE N INCONSPICUOUS !I 1 I I'II ` ":k p c sj LOCATION I'll'I'I;'i ji I' 1 -r Ii!'.!jl lli llll!II II�'1�. ! � I c _ e I� F -! 11 r `_ -� _^� ELOPE TOP GOURfiE TO DRAM I ,. ,,,,i.:,;;;;, - =. i.)j._^_ ._ ___ _ ZL 1 Z Q }} pw ��- _.�x.�5� / CECEACLENACS 2)4'x4'xV4'STEEL ANGLE LINTEL, �'�� t I EASE ALL SHARP CORNERS/ 1 CUB 8 o BEAR PLACE 4'AT EACH END INTO i •X= 1 ,� _ ' Ig•_0• 2'-0'OL.PREFERRED V'ERTIGIL'ER VERY 6'INDEDOUBLE W �� FRONT VIEW GEETEE SIDE VIEW ue -7 � EDGc-'S•SIGNS ADJACENT TO a -SEE SITE FLAN ........ F`�� 50LD:ER 4EADER GO'OF�.UNDTH OF = 5HT.`,/D-I m LL i �y_0. © _ / PEDESTRIAN AREAS ® __ HEADER TO MATCH SIGN BOX DEPTH Ikl � 8'-0' vI'-4'Yx Q , � _- F ,• a .t + t9�0I1PilE9M J WALL FMl8,-E5-SIZE/,T 1-'t/ :. I t 5 -, COLOR-TO MATCH ADJ.BLDG. \\\\ -^• /-'*7 N �.il\\ I wEBTERN I-KOTE'STUCCO 5'-0' _ OVER 8x8x16 GTiJ-PAINT DUNK A. f a \,-/L ----- -i__•----� I {'_ 4'SIDE PAINT I - - te-}• _ 3/4'METAL CONDUIT?O BELOW GRADE p EDWARD9'TR.AVERTINE'SP 63 c L -_- 4 1 AND FEED 70 RECEPTACLE GROUND •-• -- • _ r� STRIPE-TRAFFIC TOP NP.0 Lw WHtTE[•TYPICAL 0� I FAULT PROTECT PER INFO. <1< ..- '1";.' � D 4\ °•S 11_m•2. I S'-0•.-� SPACES,/TR AFF IC ;r I - 1 I -'CAST IN PI ATE CONC FOUNDATION 1 .I NOTE 'JNTbFJ IAR 4.DE _ 4'"'r1C+ %' . c STANDARD REGULATORY SIGN ACCESSIBLE) YELLOW Cs H.G. 1 - 1 1 (2)5 BARS TOP AND BOTTOM -1• USE SIMILAR FMISHES/WALL r tUBbt a SINGLE ACCESSIBLE 12'� REFLECTIVE ID6m ALUM WITH 9'0' ACCESSIBLE) 1 t 1 • ` I -- - _-�--_-�- t '• - - --. - HEIGHTS•DOUBLE BIN i'IOIAdT - w.H. PARKING SPACE O BLUE LETTERS ON WHITE i ---- -- - - - --. ---.-- (S)'4 BARS GATE GN WALL•STAGGERED .. Ia/N5E 7 b I 2,_0. RESERVED a 4cictGlzOND � L J -(2,•4 TIES y DOUBLE BIN CONFIGURATION \y �I BIDE VIEW BACK V{EW 48E 5_ , I I' PARKINGE'EYATI@L fiECTION - tF I RECOMMENDED LETTERING / �. I i SIZE 2'xv4'LETTERS O NOTES: 2<' ' f 1111 % O TYP. PARKING STALL- ORO VALLEY O MONUMENT SIGN DETAIL © TRASH ENCLOSURE WALL ELEVATIONS (480)968-6282 1 5'-0'ACCESSIBLE AISLE REOaJI1ED. + b'Hxb W SYMBOL SCALE:9GALE:N7b. 9 SCALE:NItA SCALE,NTB. FAX 968-..s a3a •+'••^+••" = I V8kV8'LETTERS -TOOLED EDGE 22 ACCESSIBLE SPACES MUST BE PROMINENTLY i'•Ow.�.i°a":'!2 OUTLINED IN COLORS/MATERIALS CONTRASTING • •Go rua4G P . I 3/4'x3/32'LETTERS m GGNCRETE SLAB LIGHTING'NOTES a FROM REGULAR PARKING SPACES. \"x••'w mN„ 3/4'x1/8'LETTERS BLUE LACKGROUND FIELD G 14.i OVER ABC. I. STE LIGHTING TO DE I000 WATT'METAL HALIDE VERTICAL BURN m c o o'p , -4'OUTLINP PREFERRED). REQUIRED!TRAFFIC �.° • ° °1 SCORE LINE FIXTURE M11LtIF'l,E DIBTRIBIlTION SHAPES(TYPES l 2,3,4) -n CONC.SLAB OVER wLL DE ALLOU.ED TO MEET FOOTCANDLE IEO'7'T'S USING Ill' m * T'ELLCW PREFERRED) i �o „ c[ -ACCESS AISLE SHALL BE CLEARLY MARKED I '° TANDARD'INTERNATIONAL i / • b'4. SEGG'-IE)NTEp OPiKS. p n (CROSSHATCHING STRIPES SPACED 2'-0`O.G. 1 jc SYMBOL OF ACCESS' C G O-<) •••. ABC FILL r G PREFERRED). I •.�4 o! SECURELY MONT SIGN `� " .. -, ASPHALT 'o� ON A'COUN APPROVED GONG. I.LOT IS IEOD TO HAVE.4N FETAL AVERAGE OF 10 FOOTCA/mLEB 3'-0'MIN. ;°i STATIONARY POST OR ( CONTROL JOINT •< \ m R• I I r IS THEN RE.A ED TO MAINTAIN A PIK OF 2 FOOTCANDLEB `e O INTERNATIONAL ACCESSIBLE SYMBOL REQUIRED APPROVED WALL LOCATION A `t -BLUE AND YELLOW SYM•JOL PREFERRED 6'-0'MAX 101 USE TO CON71.7L CRAOCING e \ 3.LUMNAIRE FINISH TO MATCH ADJ.EXISTN6 LIGHT& r •c 3 -MAY BE DISPLAYED WITHOUT BLUE BACK- AT BE !o I - .�"-I TOOLED EDGES VB' ,y CONCRETE SLAB = r I . AX. OVER ABG 1! 4.BALLAST SHALL BE MIIILTRAP 120,]OB,240,OR 2lT vOLT. o 0 ©ACCESSIBLE SIGN REQUIRED-3'-0'MIN.TO 6'-0' °� -G, f- MAX CONT.EA SIDE, / 1. • Ir 480 VOLT AVAILABLE UPON REQUEST WITH A TWO YEAR UTARRANTY ` Ti 3 MAX M FRONT OF PARKING SPACE,CENTERED ON °i I < < - C2)•4 CONT. 6 SPACE-SIGN MUST NEVER BE OBSCURED. Icl / GRADE[AT PARKING �" '�• i I-G • ° t. 5.SEE ELECTRICAL PLANS FOR ACTUAL MANIFACTURERR'10DEL16TYLE +< o LOT SURtAGE) ict' O O9� r`•: � 6, V e- ®REQUIRED STANDARD SIGN MAY BE MOUNTED CN /\/ I:' \/ J, {�� lJ !•,�• SCORE LINE _r_t _ t ./ CUSTOM/DECORATIVE POST,WALL OR BACKING ' e- °I d ... I 1d J$9 b'...i i. 4: 6' GC�1C SLAB OVER I -r_'-_i o • PROVIDED MINIMUM STANDARDS ARE MET. % / 1DI ° I' rt• V2'PREMOLDED FINISH GRADE '�` ABC FILL ~-tom- t m"a 18• \\ ' I EXPANb!ONMATERAL j D t b? a\/ EXPANSION JOINT 5' ©VERIFY SIGN LAYOUT AND TOU.N CODE SECTION •/\\/ \/; - I ©WE TO FACILITATE DIREREUTAL ••BJRKED•KEYED KOLD 8 o�o- REFERENCES PRIOR TO FABRICATION T \�\ a e - - / - -• 21- riORE/ENT CONCRETE SLAB , LIGHT F'O.E FT1FdNI6HED AND_ v / / \/ �4 $,. jy 3/4`-\ JOINT OR EdIAL.40LD \ 1 -� AVER ABC A WIT V4'BELOW TOP _ / 5'-0• I O SLAB. 6 ' 'I + POLE AND NAIRE TALLED BY EF372JISHED ' / ,'/ \/. CONCRETE FOOTING(TYP.) �_ >e - ` It • MANUFACTURER - \ \ \ / SYMBOL 4 BORDER TO BE -I I \ POLE c HEIGHT-EN TO EXCEED //,.//,.// PANTED TRAFFIC YELLOW O n Q"�v� ^ -=, ** - i ''". 30'_r Y • (SEE SITE PLAN FOR �3C><.dX_G..-CS I POLE DIAMETER-5•(nucHE5) FROM VIEW II- (2)•4 CONT. STRIPING-SEE ALSO •f 'I POLE FNIBH-BRONZE H LOCATIONS)4'MIN. 8• POLE TYPE-STEEL SQUARE 11.161.11110 g ACCESSIBLE SIGN DETAIL 22/- , r-m• ,6',6',I, r-0• BOLT BOLTS--u'DOLT CIRCLE o I\CONSTRUCT1ON JOINT A 1 x3• °✓DOUBLE NOTE: DO NOT ALLOW PUDDLES NUT 4 u1AeHERs IP t- (i uBE.SEPARATE CONCRETE MOtlRB TO FORM AT JOINTS. .0 H 22 ACCESSIBLE PARKING REQUIREMENTS- ORO VALLEY O H.C. PARKING SYMBOL- ORO VALLEY O TYPICAL CONCRETE SLAB JOINTS O TYPICAL SIDEWALK EDGES a - G SCALE:N.T.S. 14 SCALE:KTB. 1O SCALE:NTE. SCALE.N.TB. F OPROPE T NUTS n g AND W454-E ,Ti-us WILL PRE- -.1NOTE VENT MOI87.AE IN TI-E POLE- VERT-DIMENSION OF WALK ALLOWING AIR TO CIRCULATE F I 5/8'DIA STL ROD W/STL ABOVE1D A TO FIELD-ADJUST OTC+H MOUNT� ADLE. SLEEVE WELDED TO 1/4•X2'JQ• ol•EcTLY TO CONC.C.1 CAUSE A MOISTURE o ;I STL GATE FRAME TO HOLD /. - 6'-0' , 4OR DIMENSIONS AS REDID TO COMPLY BUILD-UP DETERIORATION GATE M CLOSED POSITI CIT U.WALL/EDGE OF OF THE POLES STABILITY WALK OR OTHER NON- (DO NOT GROUT ASSEMBLY) S C 11/2'SRTUGT STL DECK W/1 1/2' •i/4')Q•X2'STL PLATE 20 GA.WIDE RIBS•b'O.G-GELD 'r. I �Na r•U1�ACE I _ o FRAME.MITRE GIN%. T4B4SPOT WELD EDGES TO FR.• 1 / / / / /// / F AIR GAP I -T"I I WELD/GRMD SMOOTH 12'O.C.VERT. I !////�//�/////S/ ����, // / / //// ^` U °G !r--- 3/W'x3'x3'STL GRNR _ -- - 9I ( I !I I'I• (' 11 I/''/,/i 1 /.�i //�//�///I SRAIIP(BEYOND) r w s I�--4).4NGF!OR Z w b RcINFORGEMENT-WELD l -s. - I I f I •-- I 3/{'¢-`\ ' TO STL PL FR.•BACK 2' I a I j I!1 I i 11 1 I i 1 I 11 11 I 111 <7> I ` GONG BLAB OVER -, I 'I, DOLTS 9 i : SIDE I .m ,:',,,,,,‘K. I -I I I b 0� I ( 4 ABC ,J • , n 0 i I STRAP•TLC ><.F ,. _ ,. .: 2 A /I I I I 11 1 I I I I I i TO 3! •R OG. '<„<,s� 3 t x n 1 I 1 I I I I!✓ ASPHALT- TOOLED J,DRR8 Tor a=PIER :P j i -} a - I II 1'II'�II�III11� �1i-1.1 .t I'/ o _ Iu I ® I ASPHALT--...„,\ RA)'IP .!I-I I L'I I f I' N H `' :, GATE-VELD TO GRNR > .- j I.1 1:!2 MAX I i I, 1 I �n \\ I , I-I t, InI n 4 SPOT WELD TO EA. w °I' ' 'I'll! S RIB OF STL '� `P D xk -+ '.,F, ^" ir- `tia.: • I I'I{?DIA DETAIL'S LS'i 1.t( I 0 •7CC ��� •` INSTALLED BOLTS F1 PER j IC U 3 F p !I I STRUGT STL DECK s„g._$ \t: .. ''`� .'i"';'£« ibl . ..'- ' a l r.T.-1i_.! Iv i f!_ CONiRAGtOR i j i C J Ij 1: GATE PANELS-SPOT n --"- I \ 2 CON?. i I'„ el •• !I '; WELD TO STL PL RR. T I 9-++6•o1G Q �s I1 / 5'-0'x5'-0'MINI GLR LEVEL F I _ •6'O.C.TtB 4 D' v Y 1 O SEE SIDEWALK EDGE COMPACTED 8 I NOTE.DO NOT ALLOD PUDDLES [4)•4 VERT. I_� '.,' ��;O.G.VERT+SIDES 'If, ❑ > > I DETAIL-DTI_6/- LANDING•BOTTOM OF RAMP O FORM AT JOINTS. OW D VER DIRECTION PAINT CURB I}; =1r u ) 1 I/8•XI in.STL WASHER OF 2 i I WELD?O STL ROD Z VEL S'-0'x5'-0•MIN.CLR LEVEL YAELRP ro ' STL SLEEVE SET FLUSH E PRIOR TO LANDING•TOP OF RAMP REINFORCED CONCRETE TGFW o L, WROP OF CONC ,_ -DISPLAY RAMP WTI-1 TACTILE SCORING LIG-ITNG SUPPLIER TO DETERMNE 'ar: G 7 i I CT PHRASE •2'OL. w ND LOADS AND LOCAL ORDINANCES NOTE. $ E 1 B' 1, 4'-8' 1 GGNTINUOUS EXPANSI N u48N rOSGIBiLE, LOCATE POLES ON FOR DETAIL I•FOIO•UITION- /, >: TYP. '� JOINT AND SEALANT OUTSIDE PERIMETER OF SITE SEE DETAIL A/E-t v 23 DIAGONAL BRACING C� GATE CRNR. OfAf GATE CANE BOLT DETAIL Q DIRECTIONAL ARROW eIN-LINE HANDICAP ACCESS RAMP- PLAN O SECTICIN 0 HC ACCESS RAMP POLE MOUNTED LIGHT FIXTURE DETAIL •GALE.NTB_ SCALE.KTB. 15 SCALE.KTb.„1SCALE.HTb. BGALE.PITS. 3 BC..4,LE,Its T a PARGE ON STUCCO AS PARGE CN STUCCO A9 171� 0 NOTE USE P.IP.CURB PARKING HIGH TRAFFIC AREAS NOTE USE EXT.CURB•PAGING t LOW TRAFFIC AREAS t-TE- U VERT.DIMENSION OF WALK'( :: 3/4• ,• TO PROvIDE POSITIVRECLIIETER RUN-Ofi POSITIVE WATER RURECUIRED TO N-OFF •3 HORIZ CONT. GROVE PAVING t0 BE FIELD BUILDING,OR PVC PIPE CAP-HEAT USE TREATED 2x BLOCKINGEDGE OF WALK f. r• /6•XI IR' AT ALL HARDWARE MOUNTING 1/4'RADIUS(TYP.) ASPHALT MASTI i>: 6•Q'Rl WALL 4'GONG.PAD ON DEEP GUT BOND BEAM 6' GONG.CURB CONCRETE VERIFIED-ADJUST RAMP OTHER SET TO BOLLARD \ ° SPACER COLOR TEXT- TOOLED EDGE +•+1 \ mil b+ COMPACTED 6• .�` SIDEWALK FIOR DR•IEN61 a AS READ OBSTRUCTION r i �' • SUB-GRADE MATERIAL OF 6'xB'xl6'SOLID w/CONT. ASPHALT TOPPING a V4'xl V2' 4'•PIPE BOLLARD ENGLID&UAL OF RER•F.EAR•4-BEND O COMPLY w/MAX 910PE8 8 4 6'THICK GONG IN?O CORNERS ASPHALT PAVEMENT u COST.!� 6'0 STEEL BOLLARD ^Y. _ �, STEEL PLATE CTYP.OF 5) APPROACH PAD MATCH D� _ ON BASE COURSE FINISH GRADE SLOPES( FILLED SOLID UATH Q(TYPICAL) /,j1� Pi F ��i GELD BRACE I///////f//I%0 DG- I ' �n �o I� ,( ZZw0.bWyU CONCRETE PAINT RED. ii �` TO LATCH - 8`xB•x16'CMUL- (5)4'DIA SCA.40 STL. IN.GRADE _ Q O¢X ` 1- Pi i: . R��1♦; - - \ MAC.SEC.TM PIPE GROUTED 4 SET IN I :SI - ""•i•w a••. 1 Q Q 5'-0' 3'-0' S'-0' SLOPE TCP TO ORAN • a y`G•- f STD JOINT !2'DIA.GONG.FOOTRJG '.J �.... a !•b'Hf<i4i CURH� 'I _ •. ,,G -�^ rd 3r--' C S. V• S�.,' ..w n (+b'HIGH CURB/ 112. O 3 HOLE 3/8'DIA • 4 OUR-e,0.C. E .. i;1Y-'i= -�•••�_. 0...-T,,'� y�j p' SEE DETAIL 10B/- 1 .''> i]'3O'NTS(LEVER 3/eBOL�CT�iPIGAU / :j WIRE s b'O.C. / ® a - I mLr, a®m iD CONCRETE OR ; CC n e % s '�' e,i 5 RER•F.•46' / .D c I f AGATE LATCH- SWIVEL ® 01� \ O.G.ERT.-GRouT 8 PIP,CURB EXTRUDED CURB COMPACTED GRAVEL • CJ. PERSOILS T' .1 ASPNALT PAYS,* 1) CELLS 0 o > O - /0 BM •REINFORCING I 4'GONG SLAB a/ 1 \ '' • - 9I i I'PREMOLDED 6'x6'WI.4xW4 0• JOINT FILER I tr£LDED WIRE FABRIC ASPHALT/GONGRETE -+I`- TOOLED EDGE e '_ £g 3/4 • I-IOLE FO0 IN BOLT R 3�B�DIA �• © I PROVIDE 'OL ID GROUT i i b'COMPACTED ABC EXTRUDED LONG GUP� i?. / o ■ © I / T _ CONTROL ��/ /e- --��'' NllI 1 l e ja I ' - 4 BELOW E -'{I' 4= 11� OI Lam: it 4 x', t i/4'xi I/2 I ql / ` - JOINT PER �s-,� - i I NJd. ^' 1 STEEL PLATE / // DTL 10A/- -:!ter_ - �i .p \.>. I ! ! ABC BASE-PER 11 • a' E1 ' "'lll / SOILS REPORT - 'U ^f I a I Mh��u/iiii'e' s z _ ;b; _ I. , _ v4'xi Vl' TY \ E ®I= E r.• - R'DIA.GONG.FTC. ! '^+-�i- I I A SCALE: - NOTED TEFL PLATE /'/ •,�� `. •-- 24'DEEP � �^' ,.,r SL OPE ELOPE CONCRETE BASE i ' \ °1 _ B'-0`rim{ 5'-0'MM. \ a'�����l.D �!� "�-(� o i:k7 MAX 110 MAX_ -I •A II .._,• F =fi / / •4!CONY. I 2'®, I D' '^ r '-,ii�_ ., ,,.,r- .._T.�� I _ e I m < 'XI I/A' '� l= -...,,,-,-' .'.--=y -'-*�-:1,.§--. ,7,kri ' VB'RADIUS TOOLED JOINTS DING.BY: ot3 o �' SPACER NOTE:SEE ALSO DETAIL Si-FOR EXT.FINISHES - ` 1 �4 O TE LATCH- RE (EVER ALT.BENDS 0 7 FLARED 2. ID RAMP AND I Joe: Ba7F o2 i •x • PLAN NEW SECTION CURB OPENING•ASRIALT - SIDES PERPEND!- L GULAR TO DIRECTION CF /! i-6 SHEET NO.: UPWARD TRAVEL �+ s 24 DETAIL 0 GATE LATCH O REFUSE ENCLOSURE- TYPICAL SINGLE BIN MODULE O CONCRETE CURB DETAILS OTYP. HANDICAP ACCESS RAMP- PLAN SECTION 0 SITE BOLLARD SD-`3 SCALE:N'S. 2O 1•IOlE,MODULE REPEATS•DOUBLE BIN-SEE SITE PLAN FOR ACTUAL LAYOUT. SCALE.NTB. 12 SCALE.N.T.S.It` f SCALE:NTA 4 SCALE,SITS OF - SHEET; i LI 11 ,1. rJ V► ►It A SITE WALL STRUCTURAL CRITERIA j This draw:.,5 REVISIONS za lu •••• AID RICOIIPORATID created under - X K RETAINING WALL- RETAINING WALL-RET'C_WALL- RETAINING WALL- RETAINING WALL-RET'C.WALL-••'• I Q SCREEN WALL- SECURITY WALL- SECURITY WALL- I 8T1111CTIlr1Al the guidance ( LETTERING TO r E 2'-0'MAX.RET. 4'-0'MAX.RET. 8'-0'MAX.RET. Z'-0'MAX.RET. {'-0•MAX.RET. 8'-0`MAX.RET. 9 ` SEE ALSO ELEV. 1�i F {'-O•MAX.HT. 6'-0•MAX.HT. e'-0•MAX_HT_ j 350 S.MILL AVENUE.STE.8104 Of aed,inc.and TDE 3'HIGH-SIGN O BE PERMANENTLY i d DTL Si-FORTEMPE'q Y 4'-0•MAX.A.F.G 4'-0•MAX.A.F.G.4`-0'MAX.A.i.G�B'-0•MAX-A.F.G.6'-0•MAX.A.F.G.6'-0•MAX.A.F.G. AR20NAe5xet reviewed for S FINISH,CONTROL SNe §z FOOTING WIDTH 1'-6" 1- 2'-0" 2'-9 _ 2'-6" 3'-9` 5'-6' 4'-0 4-6 6'-3" ; T7ACFNEp?O FOG JOINTS,CONFIGS- y aLL FOOTING HEIGHT 1'-0" 1'-0" 1'-0" 1'-0" t'-4` 1'_6" -Cr 1'-4• 1•-4- 1450)8940399 etruetural I 8 `c ETC. ® I/I W - - FAX 8S4N)396 cOnfOrmance. 2 FOOTING DEPTH 2'-0" 2'-0" 2'-0` _ 2'-0" 2'-0" 2'-0" Z'-0" 2'-0' 2'-0' / 28 FOOTING TOE`c - - - - - - - _ - - Ln L 0• <I Ow'-1 wa GONG.50G.OR HOWL BARS 0 (2)#5 BARS (2)#5 BARS (3)15 BARS (3)#5 BARS (4)#5 BARS (6)#5 BARS (4)#5 BARS (5)#5 BARS (6)#5 BARS '!)'! \ MI w? FIN GRADE(AS •FOOTING CONT.O BIM. CONT.0 BTM. CONT.0 9TM. CONT.0 BTM. CONT.0 BIM. CONT.O BTU. CONT.0 BIM. CONT.0 BTM, CONT.O BTM. 1�1 • OCCURS-SEE STEM WIDTH I#) 8" _ B" _ 8" _ 8- 8` g" 8" _ 6` l 8• OTFIER SIGNS REQUIRED,• SITE/FLOOR PLAN) HORIZ.BARS Q (1)14 BAR (I)#5 BAR (1)15 BAR (I)#5 BAR (1)#5 BAR (2)#5 OAR (1)#5 BAR (1)#5 BAR (2)#5 BAR SEE ALSO ELEV. S S p S €` I! ' 0 STEM WALL CONT.0 TOP CONT.0 TOP CONT.0 TAB CON?.0?AB CON?.0 TAB CONT.0 TAB CON.'.0?AB CONT.0?AB CONT.0 TAB DT`Si- OR �-"C w~ >I I'CONTROL JT.- ip�`.�,'•-"'"'. _ HOOKED DOWEL #4 BAR #54FINISH,CONTROL ®� J7: $,a-.a,-, 0-' . 4 LAYER ABC BAR #5 BAR 1 BAR 15 BAR O 24" 15 BAR 0 8" #5 BAR O 32" #5 BAR 0 8" 15 BAR 0 B" JOINTS.CONFIGB. . 1 z r CONTROL VALVE e TYPICAL•ALL _ w 3 r P' p w <NAME OF E3U IES = FILL.•SAG. •STEM 0 48"O.C. 0 48"O.C. 0 40"O.C. 0 40"C.C. O.C.0 EXT.FACE O.C.O Da.FACE O.C.0 EXT.FAC_0-C.O EXT.FACE O.C.O EXT.FACE ETC '®� f 2 CONC.SLAB ADJ. - Q - _ - i3'$ .= 1 ® TO VERT.GONST. fie_ I;.",_;; m JOINT RELINE. 16"O.C.VERT. 16"O.C.VERT. 16"O.C.VERT. 16"O.C.VERT. 16"O.C.VERT. 16"O.C.VERT. 16"O.C.VERT.'-16"O.C.VERT. 16"O.C.VERT. }'CONTROL Jr.- ) ,p�•,s=;; I, CONTROL JT.40 20.-0.0.C.••• 20.-0"O.C.••• 20.-0`0.C,••• 20'-0"0.C.••• 20'-0"O.C.••• 20'-0"0.C.••• 20'-0"D.C.••• 20.-0"0.C.»• 20'-0"0.C.••• TYPICAL•ALLIda �4 I ADDRESS) ° I NSPECTOFi3 TEST GONG.SDfs.OR ilie.;'J •�: BLOCK WIDTH 8" _ 8" _ 8" 8" 8" g' g' g' g- GONG.SLAD ADJ. wBRICK SHELF- I (NA.ME OF IC:SINNE. ) 0 (OR)i FIN RE1A5� Ili iqyi_-_ BRICK SHELF- VERTICAL ee 14 BAR NS BAR 15 BAR 14 BAR 15 BAR O 24" 5 BAR O 8" /5 BAR O 32" 15 O 8" TO VERT.GONST' WA! "' OCCURS-SEE N/;. WI-ERE OCCURS 1 15 BAR O 8' q WHERE CCCURS REBARS 0 48"O.C. O 48"O.C. 0 40"O.C. 0 40"O.C. O.C.O EXT.FACE 0.C.O EXT.FACE O.C.O EXT.FACE O.C.O EXT.FACE O.C.O EXT.FACE CCNC&OA OR iFi-R', a (AD�c � ` ) - (NUMBER ON) I AUXLWRY DRAM SITEFLOOR PLAN, - - FIN.GRADE 6DG.OR .� ,„�-� w,i BAR LAP 36 BAR• 48 BAR•a 48 BAR•• 48 BAR 0 60 BAR•• 60 BAR•• 48 BAR•• 60 BAR•• 60 BAR•• FIN_GRADE CAS -1 rFIN (AS (Q€�) ( ) Q • .,t✓ __ .` � - 9 BRICK SHELF 2"EA SIDE 2"EA SIDE 2"EA SIDE 2"EA.SIDE 2"EA SIDE 2"FA SIDE 2"FA SIDE 2`FA,SIDE ?"EA...SIDE OCCIAeS GEE (F ,RS-SEE ' _ ' BOND BM.DP. 8" 8" e" 8" B" 6" e' e" g- - sITErLooR PLaN) :s��. er>FLooR PLnNI (NLNABER ON BUILDING> MARY CONTROL p M 4'LAYER ABC - • .tTM.#AAA�J,rTM...F-' (�7 ...w J �5 rrurr��l FILL•5DG. - -' OCCURANCE(S) TOP TOP TOP TOP/REIN GRADE TOP/REIN GRADE 70P/R�.GRADE r0p/REIN GRADE TOP/REIN GRADE-TOv/REIN GRADE �{I - ,A I _lr B.B.REINF (2)15 CONT. (2)#5 CONT. (2)15 COOT. 2)15 CONT. �2�5 CON?. (2)j5 CONT. (2)�'S CONT. _ L2)#5 CONT. (2)15 CONT. r� �`� b C. w Q IJL TRANS.BAR N/A N/A #5 #5 # _#5r 4'LAYER ABC 4`LAYER ABC I best -aLT.BENDS / / #5 0 18"O.C. 0 t8'O.C. 0 18"O.C. 5 0 1B`O.C. 0 t8"O.C. 5- i8"O.C. A 5- t8"O.C.iAB 'CNN Aril� U -- FILL•SAG. FILL••SDG. I I c •.H. z m ® „ ..• :'b' f. j. I'-m' LETTERS SHOUN M BRACKETS n waz • IF NO TOE DIMENSION SPECIFIED.ASSUME FOOTING A STEM SHARE CENTER LINES MIN.(1)CONTROL JOINT PER RUN OFBLOCK WALL. LOCATE A MIN.2'-0' ,p a y '1 "ff ,Aft RE-PRESpNTAT10NAL LWD r+uNSE„_Oa " SEE ALSO DETAIL 8/-FOR FINISHES•COtNTROL JOINTS,CONFIGURATIONS,ETC. FROM ALL MASONRY OPENINGO w 8410ULp BE FRIAT -Fp WITH rL>m ..,,,� ? DALTERNATE BENDS `'•; JtQ SPECIAL INSPECTION REQUIRED. E ACTUAL MFOIB'1ATION THE7 ...11 r• "I REPRESENT.VERIFY w/CITY /4)44 U.S. O ENGINEERED SITE WALL SCHEDULE & DETAILS �°ua SIGN FOR FIRE DEPARTMENT CONNECTION (FDC►PR OR TO FABftIGAT1ON 21 �� (480)968-6282 • SCALE,NTE. 1 ecAL.E:xTJI. FAX 968-5434 TOOLED Fr1+F , \ < 4'CONCRETE SLAB I 1 I '" LOVER 4'ABC. 2'ASPHALT CONC.SLAB OVER IIf V<'I ' GONC. 4'ABC 0 A ��0 1 • m 2 . FORE .. y{. �._,,,e ',.;, r o I. �fF I\M\F1� (�\�v(//7 / \ LAME ,► ;• • ••••�' JOINT♦SEALANT _�- • - \ : `-' Ll 2'cl..a1MIE O J U LSQO !. •.'�•, • .•: "• TOOL JOINT cGROOVER/ Y RED LETTERS NO OCONTROL JOINT PER SPEC. 4� 4 \ £ JOINTER-1'DEEP MINIMd' 'r • • o RED BORDER .p PAHKNCi FLAT TOOLED -I - r ; - \ • FLAT TOOLED AREA I • --H, I •• o Eyp Vl' <'CGNGI'tETE 9LAD AREA CENTER _ 1 WHITE BACKGROAD -) COOLED EDGES 1/e^ MAX. OVER 4'ABG CENTER ON NOWT I ON JOINT 2-'4~CONT.T t B ,, :Cr 2 ! n•EI 0 s MAX.CONT.£A SIDE s41f •€ XI I ® .: Ai 01 LT.BROO 1 FINISH- I 1 I I BROOM FINISH ASPHALT/ASPHALTIC 0 °0 1 VJ '�O®�� I ��/!A'^ �" r I LT.BROOr1 FINISH B. I CONCRETE�If-D�E'TI I END SIGN I C •C '• U•Q 'jT, GONG.$LAB OVER U a g / c- • ° FR115H GRADE 4'ABC 4�+ 1. `l , j - (� FORE 1B ExPANSION JOINT ^.. a aL a •o I e �/� j , i.U —k V4' EXPANSION MATERIAL !97 {� / tc r 3/4LalitE ' JoINT FOR EQUAL.Hv D C I Y I ,\ D o m Y ORDER OF THE NO WIT V4'BELaw TOP i c o o%� `go o o o —'L=711- °• \ 0. r-m` 3/a' IRE MARSHAL et SEAS. i O o o e8 =C cJl 9 !-,I,-1. • r€ NOTE& TOWN OF ORO VALLEY I BOWEN '° . • :a a oro b o `l Z o°c o c ov a o 00 0 4�j o°p o o g/ "-IRS -111=N \ 4 2'LETTERS ARE S/8'WIDE. 4m - C i-Vl'LETTERS ARE!/2`WIDE. \ J \ na r\ / . ill:-4I.1_ !1 - - - ALL LETTERS ARE RED WITH A l '� !0.. se nl�r�sun ••�.: 0 « y`�,,,.1✓ ROCK BASE ROCK BASE 2-64 CONT.T t B ^ ° WHITE BACKGROUND. �_ -� •.•.: •:•• -'Y'^'T�_}`i' G.WALK W/bX6 S. a I THE SIGNS ARE TO BE MOUNTED BEGIN SIGN INTERMEDIATE SIGN ICON ILELDED WIRE MESH•6- � LONG.WALK w/ SALT FINISH EXPOSED AGGREGATE c 0' ON A FIRM SUPPORT SO THE BOTTOM 6X6 W1.4XWL4 OF NOTE: DO NOT ALLOW PUDDLES MEMO OF THE SIGN IS�'AGO GRADE •CENTER VERT. TO FORM AT JOINTS. • ' BEE DETAIL 22/5D-3. SIGNS: ©CONSTRUCTION JOINT (NTERUPT•JTJ NOTE: SEE SITE PLAN SHEET SO-I FOR PAYING ON PLAN O -DIMENSIONS RE S/ARE TYPICAL•aLL SIGNS. O TYPICAL CONCRETE SLAB JOINTS O SCORED JOINT ISJ) 0 SIDEWALK C)EXPANSION JOINT (EJ) 0 SIDEWALK C)SIDEWALK- EDGE/PLAN/TYPESi EXIT ONLY SIGN 2'LE IERs ARE 5/6'WIDE STROKE. f22 -I-1/2`LETTERS ARE 1/2'WIDE STROKE. •,,GALE,NTE. SCALE:ETA SCALE:NIA. 2 SCALE:ETA. 14 10 I-I/4'LETTERS ARE 3/6'WIDE STROKE. SCALE,ETA -ALL LETTERS ARE RED WITH A WHITE BACKGROUND. I 2'OD.STEEL TUBE A/ -THE SIGNS SHALL BE MOUNTED ON A POST PER DETAIL J I/8'WALL PRIMED 4 22/50-3 PARTIAL EXTERIOR PANTED.CENTER RACK -THE BOTTOM OF SIGN SHALL BE 1.-0'ABOVE GRADE. FINISH/COLOR/MATERIAL E 'I 'A, IN 26`BIKE RAC -SIGNS SHALL BE POSTED FACING NORMAL DIRECTION OF • V K FACINGCONCRETE SLAB-SEE IC. WALL HEIGHTS SCHEDULE SITE PLAN -WHERE POSING OF A FIRE LANE SIGN WOULD CREATE A HAZARD TO VEHICLE TRAFFIC AS DETERNED BY THE II FIRE MARSHAL.A CONTRASTING ROADWAY SURFACE ® TOP OF WALL: 6'-2' U TOP OF WALL: 3'-6' 3 COAT ISOR T T PLASTER - CONCRETE FOOTING TREATMENT MAY BE INSTALLED TO DELINEATE THE FIRE O' w/'SPANISH.TEXTURED FINISH c . I F• - ® TOP OF WALL: 6'-0' ® TOP OF WALL: 3'-4' ' 0 S �; LANE. S'x8'xib'SPLIT-PAGE C1`1U 4 m =E :�, -AN ALTERNATIVE TO POSTING A FIRE LANE SIGN SHALL BE e 1 I I APPROVED BY THE FIRE MARSHAL • SIGNS AND PAINT SHALL NCT BE SUPPLIED BY THE CITY © TOP OF WALL: 6'-S' O TOP OF WALL: 4'-2' w €; SECTION-SIDE -SEE ALSO DETAIL 20/-FOR REQUIRED CURB MARLING• Z 2'OD.STEEL TUBE w/ FIRE LANES. © TOP OF WALL: 6'-6' 0 TOP OF WALL: 4'-0' �r-j FRAZEE DESERT FAWN'COLOR'8222W 0 a \ v8'WALL PRIMED t Ei TOP OF WALL: 5'-b' ® TOP OF WALL: 3'-0' v N �` PAINTED. CENTER RACK c < 30,CLR IS'CLR N 2'xb'BIKE RACK. 18 FIRE LANE SIGN I FRAZEE'BURNT COPPER'COLOR'i63550 CC N n TYP. SCALE:N7.6. 1 e.r E'N • CONCRETE SLAB-SEE © I FRATPP FALLING LEAF'COLOR'02840 '• ! SITE PLAN r� I! t 3 ': _ r: : 3'WHITE LETTERS- PAINT CURB RED-SEE TYP - % O e I �+ll 4 Q�' I SECTION BELOW I TYP. • _ CONCRETE FOOTING /I I I' i p p p I PARTIAL EXTERIOR > YC ETYP u_ L 6,-m, - C�W -G u C .. C O © _ 0 G FINISH/COLOR/MATERIAL o Y€ -U 22 IJll I, 4 FIRE LANE C`� —0 - T _ ,(,� GENERAL NOTES CC `o'° (` 1 GTIOV-1END,T ,0 <50'-0'TYP.,50'-O•TYP. 8 -- /" 2 e -4c-=="" 'k m NOTES: I, OUTSIDE FACE ... ,. . -IT 15 THE INTENT OF THIS EXT.MATERIAL/FNISH -MAINTAIN 6'LONG SPACE FOR BICYCLE 0m '� �'��� OF�� • SCHEDULE THAT ALL MATERIALS AND FINISHES !R ® P A^ ARE CLEARLY DEFINED.ALL FINISH MARKERS •' 4n• 0" ty �_ © 0 SHOULD BE A96U' D TYPICAL UNLESS NOTED J • 7. EARTH- aamw.- - . `. OTHERWISE_ "' ' -MAINTAIN 30'CLEAR BETWEEN EACH -'t \ CONC.CURB ` -MISCELLANEOUS TRIM ITEMS ARE TO BE PAINTED 5( PARRALLEL RACK r- a \? It GUTTER) - €r -MAINTAIN IS'CLEAR BEYOND EACH SIDE -" .. . 2 SPACES( AN) I.-I L I 'Iy_Ii /'-PAVEMENT ©TYP. TO MATCH ADJACENT WALLS. i if -i I I--1'.I-I i // ELEVATION -BUILDING SIGNS ARE UNDER A SEPARATE PER-11T. O TYPICAL BIKE RACK DETAIL --� PROVIDE LIQUID WATERPROOFNG('RANGUARD') 23 _ — DETAIL Ca3 DETAIL SCALE:xrb. I;I!!-,-'i 6G4LE NTE e SCALE Nils -- - 1 __.____._____._ _._.___. _ __I ONE SURFACE OF ALL EXPOSED MASONRY F -:F._.,-„--r ! T!T1T^�_ ,- -——— LLf I I ---- PA T WALLS. 'S !"=I1!=i�i=lii=i�i-l;i-.:!-1:!-!'I-::-' -------._ ..--.---.----- "EI" -PROVIDE MEtIBRANE wAItIRTRICXING FOR ALL Fa M 8 ;I EARTH .,-:.. CONG CURB - ' - WALLS WHERE ADJACENT GRADE IS HIGHER THAN P.IP.CURB 4 GUTTER (,calrTEl¢� $ESL �!r\'(� E 0 W >$ € y 4 v -DO NOT�d F THESE DRAWINGS_ 1 e A* PAVEMENT DETAIL SHOWS TYPICAL CONFIGURATIONS ONLY.SEE:SITE PLAN FOR ACTUAL LAYOUT -SEE COMPLETE EXTERIOR ELEVATIONS 4 FINISH - 1 SCHEDULE:SHEET 6. il !_' -...- -_-- a SECURITY-1I ,I,'—, WALL UPGRADE -�- =• -� -- "' -= "1 9 •NDICATEs DEPTH OF PROJECTION BEYOND 0 0 I - ! r'i_!'1=!:::'---11�- OUTSIDE CIF 6'FIC WALL-SEE WALL E -%'I=i 1 II=i i'=�'' SECTIONS FOR CLARIFICATION -____ ii €. CONCRETE- RIBBON CURB etuee E C E G C 0 C © Alk 8 0 w SIDEWALK 9' (t GUTTER) TYP EARTH • 'A'"� O KEYED NOTES O n :C • 1' \ 76. •© I.WALL AS STUCCO IN b'-0'CONT.917E SECURITY aq \ • o - c '< _ 1 I T'n' TYP. 2.EASE ALL CORNERS-2'MJEC RADIUS ' i- 7 '- ' -I I • 3' ® , /P 3.IINDIGOUTSIOK FACE DEPTH OF PROJECTION BEYOND 1 1 i g i -1 I - I t I L 1! -..._ j TYr © -� .(� liMir O <.WIDEN FOOTING AS REQUIRED•WALL UPGRADE- �^ __ T�,FrLf+loa 4• � _� EL_NATION 3 MAINTAIN MNR'Al"I RlTA1NDARD TOE-SE3:BCHED. c DETAIL 2V- 1 SIGNS. TYP® 0 S.INDICATES TO.WALL NTS.-SEE SGHED.ABOVE - b.FINISH GRADE-SEE CIVIL o ` -BETWEEN THE PLACEMENT OF FIRE LANE SIGNS,OJRBS ;_-. e° SHALL BE PAINTED RED WITH WHITE LETTERS('FIRE I I 1 t I I ,--'---- ,`J; m •` LANE')EVERY FIFTY FEET. R LLJ 3 DATE: '`. -LETTERS SHALL BE 3'WT.3/8`STROKE _ a E -LETTERS TO BE ON TOP OF SURFACE OF CURB. WM1iERE THERE ARE NO CURBS.THE'BEGIN'AND END' < �Ay- SCALE: AS NOTED °i ° SIGNS SHALL BE POSTED.THE'INTERMEDIATE'SIGNS DETAIL SFIOl1S TYPICAL CONFIGURATION4 ONLY.SEE SITE PLAN FOR ACTUAL LAYOUT DWG.BY: 0t3 f- ;€ SHALL BE POSTED AT A DISTANCE NOT GREATER ��- A THAN ONE HUNDRED FEET APART AND AT ANY JOB: 83�02 ' r= - CHANGES OF DIRECTION IN THE FIRE LANE. -SEE ALSO DETAIL IS,FOR REQUIRED FIRE LANE SIGNS. TYPICAL SCREEN WALL SHEET NO.: - FIRE LANES. SCALE RITE. OF - SHEET! �+ W ODETAIL 0 O CURB MARKING 0 FIRE LANES O DETAIL 0 O DETAIL 0 O SITE WALL DETAILS SD-4 u SCALE:RITE. 20 SCALE:NTA. 16 SCALE:NTS 12 Z I - SCALE:RITE. 8 : I cr tr n INTERIOR F I k I E S -SEE ALSO:ROOT"F!NISI-I _ tv� SCHEDULE:SHEET 2. EQUIPMENT PLATFORM ABOV. Q NOTES O REVISIONS -- ADA CLEAR FLOOR THE ARCHITECT ASSUdTES THAT MPq�IE:DOORS g STATINGISE OF Rom? RESTROOMS: GENERAL NOTES ITEM MRK.SPECIFICATION THE G.C.HAS INCLUDED N THEIR ,1 SPACE REQUIREMENTS BID THE HIGHEST QUALITY 4 I DOOR TO REMAIN UNLOCKED WRING I L ADA REQUIRED CLEAR FLOOR SPACE-SEE !I PAINT 1 GREATEST CIJANT?TY FOR THE I REGULAR DUSiNESS HOURS' I. INSTALL COMPRESSOR ON VIBRATION ISOLATORS. SCHEDULE:THIS Si-IT. Z. -"- --' NOTE: PURPOSE OF RESOLVING ANY .....,..•.-.....- .,.-s.._..".....,•.a,...,.-._._•._�,��-J' INSTALL HOT WATER HEATER PER PUP-TING PLN1 I.,<, 'P-1 I SNERWM ALLIANiB ...ATE CL FAD',9W 1024 2.LOW MASONRY WALL TO 48'AFF. •. �L REFERENCES REFER TO ADA. CONFLICTS M THE CONSTRICTION / 2- PROVIDE SOUND BATTS IN WALLS ADJACENT TO STORE a °4 I MATCH WITH BASE A-• 0,LATEX ACRYLIC GLOSS = Q / HANDBOOK 11992 i,APPENDIX B: DOCUMENTS WNIGH ARE IMPLIED - / 0 IN FLOOR CEILING JOISTS ABOVE REST-ROOMS.SEAL ° I P-2 ?FAR WEST PANT,RED,BIG O,SILICONE ALKYD ENAMEL --- 'ADA.ACCESSIBILITY GUIDELINES' OR HERETOFORE 1 NDEF!NED. -- © PIPE OPENINGS w//iCD1STIC CAULK 3.TIRE WASH STATION-PROVIDE!'DROP MSLAB- A SLOPE TO FLOOR DRAM I i ----- OR CABO/ANSI AIT1 i-1992 UNLESS "'�'}F'-"`=`""."�=' :''•�",-^'"a```f 3 L GATE< i P-3 3iNERWIN WILLIAMS 'L.M'DMARK GREY'.SW036 .. -. 44 44 PROVIDE CHAINMK FENCE w/ •SIDESOF I i •• PANT IS I ;A-I00, LATEX ACRYLIC GLOSS •• NOTED OTHERWISE. / PLATFORMOPEN TO SERVICE BAYS.PROVIDE LOCKING 4.LINE OF CONCRETE BLOCK-OUT FOR IN-GROUND Q AVAILABLE 1 P-4 ,FAR LLEST PANT, 30'x48'•DRINKINYs FOUNTAINS- / - - _ .. ---- - ---_- •-_ ___� --__-�_-' SLAB OR BLOCK OUT AREA 64405FL VERIFY - _- -- - - HASP.SERVICE BAYS w/LOCKING HASP. DLAGIC BIG O,SILICONE ALKYD ENAMEL - SCTN.4.15 t FIG.21 Two CALL FORG DAY'$•EFDRE TCJ DIG, .. .... - _ ___. ......... __._ .-._.__.. 4- ENGINEER TO DESIGN PLATFORM TO EAIPPORT I00 PBF ST INSTALLER Y .�. //� LIFT-INSTALL LIFT PRIOR TO POURING GONG 1 C Cam'FRN7I P-5 :FAR{LEST PANT,BURGANDY,DtG-O SILICONE ALKYD __.- <€ DIG'0' i THE BLUE STAKES I _ - I L.PROVIDE FINISH COAT OVER PRIME COAT. © 60'x54`••FWD.APPROACH/PULL EXACT GO CONSTRUCTIFIGURATION N HOI ' `P-6 1 SHEtaUM WLLIAMS --- SIDE DR-$GTNi 4.t3 t FIG.25(a)PULL i � LOADING USING METAL JOISTS 4 DBL.LAYER OF III'OSD PRIOR TO GCNSTRUGTION 2 6 3-I I 0 0 0 `1 5. DECK I-HOUR SEPARATION BETWEEN REPAIR GARAGE 5.HI-LO TYPE ELECTRIC DRINKING FOUNTAIN-SEE i I 1 INDUSTRIAL ENAMEL,PURE UNITE,SW BS4-W01 I] 48'x48'•FWD.APPROACH/PUSH SIDE Ex.STAKES CMTER ! • '.` 4 RETAIL JOG FAN EXHAUSTS 4 VENT PIPES AS REO'D. PLUMBING P -- _ -.... F I P-1 SHERWN WILLIAMS DOOR-$CM 4.13 4 FIG.25(b)PUSH CALL COLLECT O •_ _ _ .._._..__. ......_._-_._...._____.....-..._...__ MAINTAIN CLEAR FLR AREA .. S 1 INDUSTRIAL ENAMEL,LAVA GRAY SW-1041-- rn 51-0'MIN.REQD TURNING RADIUS- 19 6. RECEIVER TANK FOR AIR COMPRESSOR MUST BE WITHIN 3FT MAX OF AIR 6-CUSTOMER BEATING-BY OUNER STRIPING- SCTN 42.3 4 FIG.3 la) � p© VALVES PER U'/G PUMP.PROVIDE SAFETY RE EASE 1 COMPRESSED AIR DROP-SEE EQUIPMENT PLAN 'P DAY I !PROVIDE BASE COATS CF Ui-IITE ABOVE THE LAVA 30`x48'4 LAVATORIES-SECTION 4.19 4 / I9 O b! AREA I SEE i WAINSCOT SHOW AS SPECIFIED.PROVIDE ACCENT © FIGURE 32 NOTE: --' I RI STRIPING AS wn:N IN THE BUILDING SECTIONS i s, r�• -f 8LEV6. 30'x48'•URINALS-BCTN.4.18(NO ALL EXTERIOR SIGNS r ,: 8.FLOOR SAFE-SEE DETAIL 9/8-VERIF'r LOG ` 1/ ' u✓DINER I� ' lr\IU `` ! ` AR I © REOJIRE A SEPARATE /' �1�"`�`�"""`��� 9.ELECTRICAL PANEL-SEE ELECTRIC PLANS I 1F,RED SALES/ ;PROVIDE BASE COATS GF WHITE ABOVE THE LAVA AS FIGURE PROVIDED M ADAAG) SIGN PERMIT AND P 'p SALES AREA $ !� �5 r'u< ', i° UL4tTING I SPECIFIED w/STRIPING AS SHOW M THE BUILDING SECTIONS •IK pi.", ® �.COFFEE BAR-SEE ECYIIPMENT PLAN t °� i a WALLS I I -"--'---' 19'x60'•FLR MID.TOILET-ANSI COMPATIBILITY WITH \O� q--"7 INC) I1L `° '� 1 _ © SCTNL 4.112 4 FIG.154.112 BUILDING ARCHITECTURE. "+ A 32 J i toad : WET WALLS I `5/O'UP.GYP.DD.PAINTED P-6(SEE ABOVE) --- •` ®>t-� © II.CENTERLINE OF(LIFT 4)OM DOOR ' ; I A COMPREHENSIVE 1 t / ® HUN., l ELSELLNERE SEE 5/8'TYPE'X'GYP.BD.PANTED P-6 4 P-1(SEE ABOVE) APPROVED SIGN c`, mil- _ \ - R.TELEPHONE MOUNTING BD.(TINS)-SEE ELEC. le, <\C.. .. INN€aH PACYAiUF I5 REQUIRED III / U / u. F> WAINSCOT ( 1 FRP.WAINSCOT TO 4'-O'OFF.-(4)U'^!>5 • PRIOR TO ISSUANCE OF l Ij i' / ' 34 13.HOSE BIBS-IN SECURE BOX AS I�Q'D(EXT. �/ 5 C r g EXPOSED C7'M1 I 18'U12'GMU(SEE PLAN)PAINTED P-6 4 P-1(SEE ABOVE) ANY SIGN PERMITS. - ® 1 r r I I+ 4T (tl) tUVIJ / 2i J BIBBS)•24'OFF.-SEE PLUMBING PLAN • FLOORING - _-- x� '; �„,,,,.. ",,. ( •�! 06C MpaC1C�57 / e.GENERAL CONTRACTOR TO VERIFY SHOWROOM 480 968-6282 Y o ; LAYOUT PRIOR TO POURING SLAB FAX 968-5434 G. SEALED CONCRETE w/5MOOTH TRnucl FINISH,ANTI-HYDRO 16;TTP. U CONCRETE ARMORTOP SEALER. 4/ II , 'i !\.3 15.VENDING MACHINE(BY OU/ER) 's V.O.T. �/%�/ //J// ///// -\ !a y .. / V ® 16.BUILT-IN CABINETRY-SEE INTERIOR ELEVATIONS a' VC/4 ARMSTRGNG,IMPERIAL TEXTURE,STANDARD EXC.ELDN 12'x12' r/ /� c o • ' BEE GAUGE:!/B'.COLOR BY ARGHITEC7(PROVIDE SUBMITTALS). �• - _ -` 5• I A A 1( t © • Il.DASHED LINE(5)INDICATE LOCATIONS REOUIR'G ID�-'A E FINISH - - O I © _. 'n ! 11 37 CONDUIT M SLAB FOR LIFT POWER/AIR-SEE j o o m VCT-2 SCHED. _ �\ tl -r EQUIPMENT PLAN:SHEET 4 «a li ARMSTRONC,STEP MASTER t2'x12'.GAUGE:I/8'.COLOR `� •- 1�' - •a 2 ° GRANITE-'S0103'. BORDER 7'zl2'FEATURE STRIPE.COLOR: :Y .: ' - _.i---__. .. II BLACK-'96T90' \`�� 11 I \- ... - -• - -I II / Q la 5'IER•F.GONG.WALK-PER SITE PLAN E - //// L] / / 11 ----OFFICE ! !9.POURER OUTLET LOCATION-SEE ELEC.PLAN 0 SHEET VINYL VINYL SHEET FLOORING-COLOR BY ARCHITECT(PROVIDE "/ 0 - I ` /___ '-._-WADI TI NG 0% €4 22 11 t /I / T. /e)s 0 r •e i SUBMITTALS). 1 1 / I `, � 20.6'CONGESTS APRON w/6x6 WIAxUA.4 W WF • ' 1; ;�- 6 TYP. 13 n 4 I BASE --_-_- -__ I„-----:.:,i-..... i "'�i; _\- /I �� RISER 21.STUB 3/4'CONDUIT FOR GATV TO 12'ABOVE m • i 4 RUBBER COVE SEE ARIMSTRONG VINYL WALL BASE w/MATG✓-11NG END STOPS t - / `-�' T�� 1 ,� 26 N <� - -_ �b�.. _ - - $da-` t Q •J I '3 •'^`•F FINISH ♦ e h II / / ROOF E TERMINATE w/WEATHERPROOF BOX > o I PREFORMED OR MOLDED GOIZJER UNITS: v-- • !/ e':y 1 \ TELE « T SCHED. _ : ' D -� 6 .,�/ •54 11 r / SEAL w/ROOF FLASHING.CAP CONDUIT{SEAL (� o HEIGHT:4',PROVIDE 6'BASE IN TOILET ROOMS 4 II / Room TO HAKE WATERTIGHT-SEE RF.PLAN:SAT.5 O THICKNESS:I/B'GAGE y(^ `/ O' 11 Hr'" -- -'- ---- •'•.' I O .4 • - 'lf• © 9 i / 1\001/ Z. E < STYLE:STANDARD TOP-SET COVE '--J - I !3 I i/ .. 'V •i1 1ii'i/'///z///////,'/7//,,///////z ////-//7///////A///////j//// ) 22.4'REEF.CONC.SLAB OVER 2'FREE DRAINING .0•°o,m I! FINISH:MATTE C COLOR:'JET BLACK:'•60 -. - I 1 / / CONC.SAND OVER VAPOR BARRIER OVER V 5 o. CEILINGS --------------- --------- --- '`�......:fd 'u 1 _ ® �Q ©TYP. •A'.. I a I• ' BASE RECOMMENDED M THE SOILS m B�o m i F GYP.BD. 5/8'W.P.GYP.BD.PAINTED P-6(SEE PAINT SCTN ABOVE) I' 4' 1 OP \<O 1 E I LE �; -.Q '- ' - '�� `jJ I 23.6'REINF_GONG.SLAB OVER 2'FREE DRAINING E CEILINGS SEE1___ - I r I L -• / ! 1 CONC.SAND OVER VAPOR BARRIER OVER 2' • T TT FILL PER SO LE REPORT. ••` FINISH• ...I-�( -... • /' F/' 1 0 E i --{ / © 16/ F FREE DRAINING SAND.PROVIDE STRUCTURALIV EXPOSED 9GFJED. DRY-FALL PAINT ALL ELEMENTS P-6(PAINT SCTN.ABOVE) ' (� �I INVENTORY/ - �" K I r !; VESTIBULE i � �_� p t !, I - 0 24.PROVIDE DOMESTIC BACKFLOW PREVENTION I ! I I STORAGE ! ABOVE TOILET ROO.PROVIDE EMERGENCY ! SHUTOFF BEHIND DOOR 1.111.1.111110 H P S/8'W.R.GYPSUM BOARD - _.____ ---_ -__.-_-4; O ! I iv L ,i (� ©• ! /I' AREA I i 25.H)G HOSE BIBS•48'OFF.-BEE PLUMBING ° SHALL BE USED•EVERY (V� ! . ,,[ E° WALL WITHIN A 4'-01 RADIUS TYP.q /' I i�' • i MALE A LE v :;� - --i` - -- I. /' 26. TYt�EOWNTEDAFLRE EXTINGUISHER TO 4GODE A OF ALL PLUMBING FIXTURES, : '� ,i'� I i �; I / • ° DRINKING FOUNTAINS,ETC. 2 '�� - ��-j.; / _�'� _ # I' i. 0 / T 21.BRACKET MOUNTED FIRE EXTINGUISHER,4A: --Fr F 3 f -, __ r ET / / TIT. -' ,F, ._,...."' ", '"._'`.`^'": :` ,- i i / co u / 40BC TYPE I-INSTALL ACCORDING TO CODE. t � O� �� TOILET i l �� ��paa� I _ TYP _. .. ... ,TYP.228 .I -__ ` r r n .I I I .--____ ----- , 28.CONG.FILLED b'•PIPE BOLLARD-PANT RED- 0 •E'(aI O O 'XI yr� I�' I '' a Ii I I / L• B SEE DETAIL 4/9D-3 g <T / / �// „/ 7/ i .-\ _ -- - --- i• '' B - I'© '_ T A Q I I p ----( /' 29.ROOF ACCESS LADDER-SEE DETAIL 1/5 J//�n A I�� K !A > . {�s/I 30.LOCATION OF AFES RISER-REFER TO FIRE d} j 17I�'D' �` , •A 'B' G` //���''��� �J- v S, I OS` +/ !'O b' 4 11 1 0 /I PROTECTION DRAIUMGS FOR FURTHER INFO. m i:i / Q 1 t7liGT• _ _. _._ ___ �._1,\ _O __ _.__ -_ --i1'P- _.� T . '___ _ .. / �^ �\ 25 �\ - Y 9 - t3 •l --_ _...LPG_-_...-_..___- TYP€•C --- _-_..i I 3L LOCATION FOR ELEC.SERVICE ENTRY SECTION- Q U \ J J t�Icc�!- 4 �/ 40 2 40 A, ..J - i (1 n /- REFER TO ELECTRICAL DRAWINGS. ! / `S _ TYPE C• 23 :""'r � ._ ''••CI ... _-._..-. 8.7,z'or,..,�r.� 32.EXPANSION JT.w/SEALANT-SEE DTI..10B/50-3 1 4. / 3 21� •� 19 i I 33.AIR COMPRESSOR-SEE EQUIPMENT PLAN 0 u S / DROP - .-__... _ L.._.-_• 34.GUrUI--I¢580R RECEIVER TANK-SEE EQUIFi1ENTCC ^ _ `L >!t / / �F' PLAN/SCHEDULE:SHT.4 F n 4,-) ! 0 / / ® 35.HOT WATER HEATER-BEE PLUMBING PLANS ke t 3 T2'12Oy --_ i';'=-f - 36.ACCESS LADDER.LADDER RAILS:(2)1/2'BARS < ._=.V - �:. ,......1; �. _ 1s ' / ` SPACED•!4'0.C.LADDER RUNGS:3/4'••12' • / 17.47 --1,,,...._..?, 111[ r. t :\ii O ` 0.C.MAX GRIND 51-100TH TO RAIL.PROVIDE Q p _4.__ 1% •'' - -'Vs '--- I7` ...4 .. I ,! INSTALLATION Y - - -• " m W `r '' SAFETY HANDRAIL cX'tNTIONS. • i / fi yny{ T yv S.t TYP. !�-..�" ; _ _..._ ._._. I II 31_TS4x4x3/8'COLUMN-SEE STRUCTURAL CC _ Y t '/�,j,�' ' • _ I }• ; �[� -. ..__,..J '-r. : .. - I ._ ... BAYS CD i 1 %^ 3B.FLOOR DRAM-SEE PLUMBING PLAN of P n C i / D ; TYPE'G' _ _� ' ' j W TYPE rA u i v DROP f {- �::�_'^ h t -.__: ' E a a: i';':, ` / I - - / 13 39 CHAIN LINK FENCE RAIL a GATE TO 42'OFF.• a; / I b/�!; s i•mod >- ��:� -- •,-.-., ii= ,,t i't `.,• ®� EQUIPMENT PLATFORM t c / -• -K J <- _._ __ p� I .• `�?. J �) _ ih' / 40.OVERHEAD DOOR CAN-SEE DTL 11/A-I 4 REF. 0 e. I I _..S �._� .. .* _'_._ t :1yi �` `'S.' .r � ti�) <�< CEILING PLAN F (` / /� ' } )/ I {" __L ,. y _ _ /--_-� - "" t" ; Al.TIME CLOCKS SEE EQ11P.4 ELECTRICAL PLANS / Eel>. / _ -. f V __ ) F , _I t r •`\ �.�, _ + I .{ {. {- J=•? f�lsr /I 42.DASHED LINES INDICATE CONDUIT LOCATIONS IN Y I/ I ) !20V / *IF , EA ( 4 i/ 4 +} ma:: .\:•t-1.• x' + I Y', Y, `'t!II U:j`y` SLAB FOR POUIER/PHONE L!t'ESOWK i I I 1TYP. 11 // _ 19 // ---. r! r _ r• ,� I U 4e, r:• , . `; •.%• !r �`+ _ j`1 .`IC, / y G / _____.. / ff,aa�,Dpp�1 €'�(�M '"I 1 Il I J �_ -�`' L-.' �J /( 43.PAVEMENT MAFECING-BEE DETAIL 6/50-3 J i / // / OO L°JL'6MP/11A 0 d / p. I' - t ,,p = r 44.RF.DRAM LEADER 4 OVEREL.OW-SEE DTL IAS D z I` EXPRESS BAYS �° ' ,, . , .. . I "M r 4 / ' 17 I % TYP GENERAL NOTES °° '' .1 /' / .- ! - :i r0-I / 1 1 _..---'s •.. t IS l /i I.PAINT ALL EXPOSED UNFINISHED METALS PER O W / / CO / _.)' I I I +' b \``7 /{ SPECIFICATIONS. VERIFY COLOR w/FRANCHISER n / / _ -_ ___ ./ / -_. .-- -. _ ` • ` I 40 23 + / - : y,- d' / IF NOT-SPECIFIED. .°'i r / // / - ,:.,: II + I r ¢�5v: �w O _ /% 2.Al DIMENSIONS ARE TO FACE OF STRUCTURAL CC m u © Tl�E'B' G ,ty€'g'- G, TYPE ...- --- - -' --- --- _... --- - --- -- --- U+,T,-ey'g•-- - --- - -- ---- - "- - --- '- - - 4* nan+T-RFw19EGMu.F.O.STUDS.ETC) !1NLE55 CD tt • m / // - -- - -- --��j F - - - -.._ ..--- - --- ---I J / -� _- ...-- - - --- --. -- --- - -- -- _ ..Tp- -- --- . . -- -- -- __ ALL EXPOSED PLUMBING 4 CONDUIT LINES e. a i• I, /. //7/ /!�T 3T 1' P' / ////// // ® '1/-'/ �/ •_� 3.KEEP i AT LEAST 6'ABOVE FINISHED FLOOR •• / 150 ' 0 T OTYP. 1fit a / 4.PROVIDE ANCHORS,BOLTS 4 OTHER NECESSARY o • 1 �TMP J``� © _._._...._...._ ® 31 7YP. - 'I1 Q FASTENERS 4 BLOGKINb AS RALLS1° I ATTACH _ ACCESSORIES SECURELY TO WALLS/PARTIT10N5 -7 ----/ E ALL DOORS TO BE € 1 ... - TYP.2S - !' TYP.78 -...._. ...... TYP.28 •'` r IN LOGA7IC`�AS 5Hor4N OR 950)RED. • a OPERABLE FROM THE i I ��/' - .. -. -` ALL EXITS TO BE OPENABLE . . _ _..-. _ __ _ -- _-..___ VERIFY ALL OPTONS S.PROVIDE FIRE EXTINGUISHERS AS 7UIRED BY DATE INSIDE SNI T7NOUT USE OF t- -_ ._- - ...._ f OR t0 x . LOCAL FIRE DEPARTMENT. MIN INSTALLATION - w/OWNER PRIOR TYP.43 ------'- FRO•t THE INSIDE WI'HOUT USE �.`.-._-': KEY OR.SPECIAL I �^ s. N!� r I Q __�_.-_- TYP I GO'TMENCQMENT CF IIJOIQK TO INCLUDE ALL EXTIN6U)ISHERS SHOIMN ON PLAN. i g KNOWLEDGE ? I 4..'�I s`.'C -[*•` b.,. / I OF KEY OR SPECIAL KNOULEDGE l„:„ 4 N€-s%`', TYP r:y+� EN 'R. ENTER_ i �,-.� ._� ��,��� SCALE: AS NOTED °� T i .x:cn*SS'�uriz..x -i<•:gym. .<.-,:�v....,..<..r.,..._,,,,.......,... �- __---- -.--_- ___ ---____-__ I 6.MALL TYPICAL- AIR NOUTLETS AT EXTERIOR DWG.BY: at) WALLS TYPICAL-UNLESS NOTED OTHERyWSE. v I� ANNOTATE FLOOR PLAN y TALLAEMOUTLLBEC ,..LLVICESIED NOD 8324-02 • �c "� Sl1RFAGE MOUNTED IN BAYS.ALL DEVICES IN SHEET NO.: `- . F - FURR-MTAREA SHALL BE CONGEALED IN WALLS/ SCALE:1/4'.I'-0' _ B.ALL ELECTRICAL DEVICES IN T?•E INSTALLATION PROJECT ..TRUE . BAYS AND EXPRESS BAYS SHALL BE 6F1. OF - SHEETS i 7 n I nr le1,_4• S`_____OL KEY REVISIONS 'tX 45'_4' 42'-0' __ 10'-0' / 4'-0'4. e _ WALL TYPE SECTION MARKER-SEE WALL --_-_.____ HIDDEN ABOVE/BELOW IB' _ _ I O TYPE SECTIONS:THIS SWEET e 4'-0 m' 12'-0' 05 3'-4' a'0' I2'-0' '-O' S'-4' 4'-0' • 34:-0' 4'-0' NOT M CONTRACT }! ?,I ♦ 1.! G� CJRH.S/STAIR/EQUIPMENT e E? i4 I IW:110°m!' .- 0 E '- ' STRUCTURAL COLUMN MARKER-SEE N - - -' - ! STRUCTURAL DRAWINGS AL t 1 '�FO.IP I t i '%% __... �� '�I"1'"'►�,�� - —�tKr%%///1, //L/////// GM1 DLOGK WALLS •I I . • '� ! ® ( TYPICAL STUD WALLS e RAWINGS A&• a•i Y I I I I LL 0 4. '/ � ,'..2 • a 0 ! Y ' ELECTRICAL PANEL-SEE ELECTRICAL r I I'r re: :2. -T SOUND INSULATED WALL t N. !I ' IU TELEPHONE MOUNTING*BOARD(TM.BJ _ STRUCTURAL GRID e E= 49 I I j o d f©� I © �9-a. • LLa mQ °r LL ■ ROOM FINISH SCHEDULE -au :INTERIOR FINISH SPECIFICATIONS.SHEET 1 i C—) 1a- ''•N.` 11@@{ / ! a NO. NAME _---- FLOORS BASE WALLS PAINTCEILING CEILING T T �. 1 AIA S•_Im' I tSSI I. I I 'rid! FAF�O 1 I :1,:tr'ut/011,Tri.,. °ti< / _ FIN. LR- - n '0• I , QI•�' I4Jo���444pj lF' i I K1, :'� li„I J i Qpp .I 11;1iSL eW �F25lB.lO J I I -1 D I 2 d I c•I I QI II! 1 z mlyI ! + IT . I fI ratI ij I ; LLEST �Es,ST 11'2,42.11fil I e t 2 II 1 aO -I $ ��Oji \' , 7 \ SOUTH i 0 a i Q I a i o Y• !It O Z � v" S' • 1.0 pp p i' 9 I- Is 8S11,.•+. $ ---/ ..I�r' I I 6� .xl� � IjI POj IQ U10i�!Q >°I:II (480)968-6282 o J ti ?? I .D ; - r ••'2i a In :Ii•1 ;l.. '4 m hlw •Q v I I $ •, I 41 _ .-;- .4.I I I I I FAX 968-5434 d I: 1 I••�� {1@1{ 1102{ • I I 100 SHOWROOM _;• I • I :r10�.♦N. I S . 2 3, I j. i STR : I SIM.•- �% %�• t t ditI I 4I101 WArcrt� — •I it • I 7 V-t. 1, S ' • • a s 1 11•i I 6TRk � co 0 i 102 OFFICE I•: I • •j 2 3 'O'-m' oil �_-_ O _ // / I ,/ / ....m� '�' 103 VESTIBULE I•I I •1 I I �,s•�N�4 •I 1 •• 2 3 1 STR L o°m Fr,• t I V I • uu °° --- -- ---...... -- - I t. "9 104 MALE TOILET •I I I I•i •,t'i.��• • j I 2 3 • T-6' i s y 3'-4' 10'-B' 3'-4' I t " a w �' O �-,( 105 FEMALE TOILI°T •I I I !•: I .. -►N. ••{ I 2 g'_•I T-6' [i �. \ �T/ 1� 4 I j �W�.4 • • • 2 9 I 5TR S e j ( p T'-0• / 11@4{ ^„ FI m MVENTORr SroRAGE ;• I I • I .N..�.�N�� i •I I = r •a °i O 1_' O; I N.FLR- c0 ' I01 APES ROOT I• I • I 'I►`i.�v • 2 3 I• STR c o 7 �T, 2586�3 I m - I pH 6 ! i y © __r_ (►MEW t06 INSTALLATION BAYS • I I • I N..W: •I• • 2 3 • 8TR S ?o t.3 11031 �' -_�- Ii@ loll'I.�14_, I•� 09 EXPRES6 RATS • 1 • } ,�������~'1 •I• • i s, • BTR ' € v I I 4i� I 110 MEZZANINE I•I • > • • 2 3` • SIR. a 9 s z ,� I ; ; I • 1 i�i�c� � •1 ! { �- _m r g 3 P �..`, R, '/a .,•_ _ ' 9 11061 4s `1 .._- • °1 ___._.•... <-1) __ /.`.,..... I /r - 9 /J '� ,A6 .� 36-5` O.''3'-0' QI LLATER RESIST ENT GYP.BD.IN SHOiUROOM ONLY REQUIRED AT WALLS WITUM 4'-0'OF DRINKING FOUNTAIN t a.m„ti6 __ • I I —4> r il O SEE ALSO-IN'ERIOR FINISHES SCHEDULE:4IFFT I/DETAIL 2/3 V u N m $ 11 •11. -� ..� I X1� I �- �;p'. . — - ♦/ _ I I - ®BEE AL80-ESIIILDING BEG710N8 SHEET 1 S `o'o-F'a F I I ► // / r -y I 0.S'.R•DESIGN.ITICN NDICATES THOSE AREAS W141C4 ARE OPEN TO STRUCTURE ABOVE I a / i, 1 O © e iw• . , ,t I z S/B'WR GYP.BOARD SHALL BE USED•EVERY . ..1 S' I .0 FIN.F R- 9� WALL WITHIN A 4'-0'RAP US OF ALL PLUMBING THE ARCHITECT ASSUMES THAT THE GENERAL J g I �- ! :518.10-I FIXTURES,DRINKING FOUN PAINS,ETC. CONTRACTOR I4Cu`INCLUDED IN THEIR BID THEMIMS ! 4 i _ / HIGHEST QUALITY ANC,GREATEST QUANTITY FOR I THE PURPOSE OF RESOLVING.ANY CONFLICTS IN r .� j - / Y 4. THE CONSTRUCTION DOCUMENTS WHICH ARE , \ r .° / I j IMPLIED OR HERETCFOF£UNDEFINED. ° I. •C -f► tZ'-0• �, 1'-0' 5'-4' l'-0' , 14'-0' 9'-4' 10'-0' �� B'-O'� B'-0' y �•'0' �r 9'-4' B'~\l ._,.•.. . �• 1J cc FIN.FLR- ® ! I I ® i I CABINETRY FABRICATOR TO FIELD VERIFY ALL oI .4 I 251810 , 1 I ( ! DIMENSIONS,CONFIGURAT ONB(w/OWNER),AND i I VERIFY THEY ARE IN POSSESSION OF LATEST SE? ALL CONTROLS,OPERATING MECHANISMS AND `. `1 - I I ' I OF DRAWINGS PRIOR TO'"HE COMMENCEMENT OF HARDWARE INTENDED FOR OPERATION BY e %, -_� _. I --� I OCCUPANT-INCLUDING SWITCHES THAT CONTROL S: Y /--' `\ %�1 ♦� I r iT,♦� OR DISCREPANCIES ARE ENCOUNTERED, PROJECT. THELEMS LIGHTING.VENTILATION, I' ;. FABRICATOR SHALL NOTI Y THE ARCHITECT,IN - OUTLETS-IN ACCESSIBLE SPACES,ALONG u _— -1-i-11__ I 1 '1 I __—_1 l I I --� I OI.1 AND ELEC.CONVENIENCE Q , I m t N I/ 1 1 )!/ I 1 / ----� j ACCESSIBLE ROUTES,OR AS A PART OF A Al �� / �`�• / I • _"/ k{, ® WRITING.AND ALLOW THREE WORKING DAYS FOR ;1 I I - I AN AMIABLE SOLUTION. ACCESSIBLE ELEYENTS SHALL BE OPERATION OF CONTROLS SHALL NOT RECU1 IREE t I I ;! • I ,,., _ PINCHING.TKsVfT GRASPING OR TU718TING OF THE x 3• ;i `(�','_-'f I �) I ,. ,V ( I WRIST AND SHALL BE OPERs1DLE WITH ONE HAND 0 W ' • ll- 2 I1en1 =i rt! :t, A ALL ASPECTS OF EQUIP.:SHALL BE COORDINATED n 1'AND APPROVED BY THE TENANT MID THE EQUIP. '+UO• t9 / I • _1� VENDOR ESPECIALLY.CUT NOT LBIITED TO,TIE - FYArT PLACEMENT,6UPF'ORT9 1.ANY BACKING T'IOTE:m i '_.,- ;:t . REQUIREMENTS AS WELL AS FLOOR OR CEILING ALL EXTERIOR SIGNS REQUIRE A SEPARATE 1 Fe�•. I :_,% - I '— ' // i// I �J PENETRATIONS. EQUIPMENT VENDOR SHALL ALSO ., COMPATIBILITY WITH [-L,_ 0 o 1;_ ►A•, /.^� 1 0 m 1 APPROVE ALL MECHANICAL,ELECTRICAL, BUILDING ARCHITECTJRE t % l;' '�' ,Cj-' 'V_ 't•C '>�' • '�:' p O PLUMBING.AND PIdJCES:.AIR REQUIREMENTS AS A Cd'7PIQEHENSIVE APPROVED SIGN P/•t'r?r-E S �� 1.._"___�__.. ..'-.. _.-� _...-..._ WELL AS SERVICE LOCATION OF SAME 18 REQUIRED PRIOR TO ISSUANCE OF ANT SIGN i i 8 - IGt'11T8. 6• 4'm' 0 12 0. 3,_4. 0 ._-12!-Oe-_: l'-4' ,'-0 _ ti T2'm' 4'-0' 22'-0'P. 0 '-0' �.. _ r 1r s ra ar• - JL� W • i. ENTER 101'-4' ^YF.-. .- ..... J a 51 /► ?YP.UIv.O. �'TYP.UNA_ JJtI 0 x `i ® O �' 3 ' �' PER 3t l' 1•••5 1• i l•Ii 1 �' sl I A8A,t : •t l••IIA Q' l� GB x x ., ., —H- •• 11 I I PLAN I, •H •S . •l • Ir jl II •RIB r _ r DIMENSIONED FLOOR PLAN II -,. ` � /' % oJ 1: < T BUILDING AREAS: 4955-92 SF.1•�T,5)•75T SF.GIQPSB,6,42931 SF.BLDG.FOO?PRINT SCALE.346••I'-0' I [ �•% / s / / / / ,a f 1 I /�: / J x ALL DIMS r ALL ILI,* m :/^ °01 ► r I /•Odic r•li GI i GIVENOM t: T:vg Y I I z 'Y`OUTS DE FACE y OUTS DAGE r !=• fCF STUDS �� 1 ^ Q C71ULS s. I' x I t VERIFY ALL OPTCNS . X I l '/ /' /IL7///.� �Li d JIIii� ALL DOORS TO DE I I: / w °' w/OLLNER PRIOR TO 1 c 1/ II r , r T F OPENABLE FRQI T-G 7-r' I :/I. i I GO"•A'TENGEHENT OF WOtaK INSIDE WTHOUi USE 6 -�•.0- I } I- A 1.:/r. / //� >�.......- -.„ KEY OR SPECIAL --- _ . _ I. / ��7' ���/ / ���j N �. ,.x..v4:.n:- KNOWLEDGE - ✓ O BASIC STUD ST,.iD WALL w/ P'�UMBING WALL w/ I/2'PLYWOOD S'CPU N IT 2-HOUR RATED B.CM o/2' Q'C]-U o/I6' I-I4O,R RATED 2-HOJR RATED B'C2'U WALL o/ 6'C?'U YLALLIC R _i T """'" »"'."'p`.""'-... WALL 50,3ND BAITS ° JVD BAITS REinFORCED CM/BASE 6'O''IJALL GMT'BASE•lA CM'BASE•ap, 6'CI'L WALL S'CM WALL R•THK PILASTER•IIA (ABOVE/BELCW 0 STUD WALL w/'Z'FURRING w/'Z'FURRING 10'CHU o/12' 14'CMo/16' w/'Z'FURRING 0'CM C WALL o/ STOREFRONT) i S'' t'I/2'RIG.INSUL I I I/O'RIG INSUL. CMU BASE•1B CMU BASE•SB t 1 I/2'RIG.NSUL_ A'TaK PILASTER•RID w/'T FURRING Ii 7; EACH SIDE t I V2'RIG.SEUL. SECTION LION SECTION SECTION SECTION SECTION SECTION SECTION SECTION SECTION SECTION SECTION m j g TWO WORKING DAY'S BEFORE YOU DIG. No • CALL FOR THE BLUE STAKES O O % (> 0 O O O O O 1O 1'' [1263— OO 4 m P— — _a.. �L,�t PLAN PLAN PLAN NM 111111 =-121j8- PLANBLUE STAKES CENTER ......m.. _ELM_ PLAN PLAN PLAH > CALL COLLECT owwwwwww>rwww ; �\`\�\ SCALE: AS NOTED , 11 / DWG.BY: at3 w .S ALL DIMENSIONS ARE TO BE VERIFIED BY CONTRACTOR 2-HOUR WALL ASSEME4-Y:MIN.1,.,.THICK UL CLASSIFIED CCNC.BLOCKS / PRIOR TO CONSTRUCTION.THE DESIGNER IS TO BE OR H ." IK h'THICK REF-LIGHTWEIGHT OR NORMAL WEGH,I (00-'S0 p•T) J — / _, e NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.AND BE M SOB' 832�02 STRUCTURAL CONCRETE-SEE GONG.BLOCKS(GA2?)CATEGORY IN THE SHEET NO.: • ALLOWED THREE WORKING DAYS TO REVISE AND/OR FIRE RESISTANCE DIRECTORY FOR MANUFACTURERS 1 NOTE: STUD WALL DIMENSION IS GIVEN AS A TYPICAL DIMENSION,SEE STUD SCHEDULE:DETAIL 23/A-3 TO VERIFY ACTUAL SIZE OF STUD REQUIRED 1- CORRECT SAME.THE DESIGNER ASSUMES NO LIABILITY u FOR FIELD CORRECTIONS OR INTERPRETATION OR FOR IN A GIVEN WALL-ADJUST ALL DI-IT, �JNMG AB REQUIRED.SEE METAL STUD DETAILS, WALL DETAIL 23/A-'J FOR OTHER FURTHER INFO INCLUDING: A CONSTRUCTION FAULTS RESULTING FROM SAME. W A L I_ TYPES SPACING,GAGE,ALLOWABLE HEIGHT,BRACING,ETC SEE ALSO STRUCTURAL DETAILS, AND BUILDING SECTIONS FOR FURTHER CLARIFICATION. L a OF - SHEETS 1 hT •T IT •• ►t 1; LT",./'1, S\, ,6 : 1 /•--�, �- (�,_• ,� , , , p p NOTES REVISIONS �— E ��J`\�!.��W �G��c/ €\ Lt"J Ns\SI \ �� C D E L 0' 1. SERVICE ENTRY SECTION LOG.-VERIFY w/ELEC. 0#t _ ~ 2. ADDRESS NUMERAL$IN CONTRASTING COLOR '� OF r I T.O.RAISED \ - QUEEN CREEK STD. VERIFY ALL ADDRESSES A PARAPET ` B .I S� WITH TOON OF QUEEN CREEK PRIOR TO THE .3'-4• i I I 11 - - I - I 1 r f , '� COMMENCEMENT OF WORK ON THIS PROJECT. A !+ I ! ® •r-_- ' ("� �`�. I0 TYP.,� ��i I -(r I110 TYP 3. CENTE 5Y5.COLOR TO MATCH 'B'JILDMG'OR'PROJECT STANDARD'ELEMENTS, - -- - .I "� i _er 4.EXT.LIGHTING LOCATIONS-VERIFY w/ELEC. ALL FIRE RISERS AND ROOF ACCESS LADDERS i 1 11 r/ COMPONENTS,PARTS,PRODUCTS,ASSEMBLIES 3 I 1 l.__. , - - T' ,I 5.EXTERIOR METAL DOOR tFRAME-SEE DOOR A >[ AND CONSTRUCTION TECHNIQUES SHALL PREVAIL ARE TO BE LOCATED WITHIN THE BUILDING. ALL - - THROUGHOUT THIS IMPROVEMENT UNLESS SPECt- DOWSPtOUTS AND OVERFLOW ROOF DRAINS ARE T.O.5T - TYP. •' t o TO BE INTERNALIZED fGON'GEALED). EL r -n^i r. - _ or, I I I•-�e'iv.,e��,s;eoersnras• FIGALL7 NOTED OTHERWISE THIS SHALL APPLY I r q� T , 5GFEDULE-PAINT t0 MATCH ADJ. sl+ow�oo1 P ^_ `. r .;4 ..L , -,, •.L 0U,la.®8i risi=3 - A �' 12'-0' _I__- " 6.FINISH FLOOR/GRADE LINE •' BUT NOT NECESSARILY BE LIMITED TO,DOORS I ..:.i AND HARDWARE.PLUMBING,LIGHTING AND ME- "-"" `"""`.-"S°`.•".v'-s'-"r»"'.."�`�"�.,""4 w ',. _ _ { 1 - t 1.ALL EXT.SlY4 AGE UNDER A SEPARATE PERMIT GHANICAL SYSTEMS AND FIXTURES,WALL FINISHES ` =/ � u FLOOR COVERINGS,CEILING MATERIALS AND f I B J ' V ►.. O • ROOF PLAN SHEET 4 t MECHANICAL PLANS I T. O - S.INDICATES LOCATION OF ROOFTOP WITS-SEE Lil FINISHES,AND ACCESSORIES. - •s Cr 'f, _ _ 0 3 OVERHEAD COIL DOOR-SEE DOOR SCHEDULE- _ I e{ ply "E.c 1 .i4aa6f"a ararat T PAINT TO MATCH ADJ. �:�' •ARe,,'/ 1 PIN.FLOOR ��+#-�.k C i '-.-- R( ``�b+ .?7 '-1i'' : !r,-..re.021M wrwe�e��e�V% '..ly GA, l 0 5 .4 __ .,., vvsa-� .,,,,.. . :._. r.,,.. ••• .I.'.- -ecc�. • 4144_. \ 10.DASHED LNE INDICATES ROOF BEYOND dJ t' f. 'a O © O 0 ® II, EXHAUST PORT-TYP.• ALL COIL DOORS I' I 0661 W. i ly ;\ 12. DASHED LINE INDICATES THE CGNTINJATION OF g 41155E •T i e P. CUT-OUT IN PARAPET WALL BEHIND CLOSER 'r n.�`� E i •�� PARAPET WALL-FOR ACCESS TO ROOF TOP �� 0 S!' E g WEST ELEVATION UNITS ABOVE THE sHOW 'I ROO-SEE ROOF PLAN Y`p e MR'l3. APPLY StUCGp OVER GOiGN CMAU w/AN 480 968-6282 SCALE:VS'=I'-0' IRREGULAR EDGE•SPLIT FACE REVEAL TO FAX 968-5434 GIVE THE APPEARANCE THAT THE STUCCO HAS € I 2 "T" !3 4-1 s •�\ ri\ /i, 01 �"- ink3 I p BEEN SPALLRYa OCT o/A LONG PERIOD OF TIME s D C `G \N \A `G- `�/ G/ D_, C Q A (7 Q. 14. INDICATES LOCATION OF EVAP.COOLERS a (ABOVE DECK)-SEE ROOF PLAN:SHEET 4 5 �o- G'N IS. CONCRETE FILLED STEEL PIPE BOLLARD-SEE c• t E ,�, _ T.O.RAISED DETAIL 4/SD-3 C Ti c`� • �� ) • I *7b-4" i. NOTE: 1 .I V Q - - - '� I E ALL EXTERIOR SIGNS REQUIRE A SEPARATE I t O r I I O ©.I I .1 c SIGN PERMIT AND COMPATIBILITY WITH ` i I I. "1 I • {� `N �,gg BUILDING ARCHITECTURE. ac, 1 I Im TYP:. I _1- - -- I 1 '0 - I T.O.PILASTER _~ c o ALL ROOFTOP MECHANICAL UNITS ARE TO BE `T A COMPREHENSIVE APPROVED SIGN PACKAGE E • r- - - - =� •O.H.DOORS L- P L�Y�SGREWALLS AL sD FROI'1 VIEW AT STREET BY IS REQUIRED PRIOR?O ISSUANCE OF ANY SIGN ! _}+� � _'�- - ® J �� ®s$ - _.__ E a0 �c m ` PERMITS. _ _ � _ ;. TYP __ BRAKES AIR CONDITIONING T P. ALIGNM T -. -e' 6 , er _ „ems,.,-,..v,r�>r,a-s,�•a a.».e.m-�.,.-v<c,.,.. a`: '��s�+IP:_"�'X .,^«; d. '1`-," I _ TIRE TIRE .-SS - - .,�iY'a:+cirr:CiWiC�l U....�...rw.•,- .•.- «.._. ,disc'"_a�'.;.,'i �_. ..r.r' - ..%'.�?' 9I a w�rr�veR�wl• aeii sie• �,.;,IRt�sa tea rr�W �rla T.O.oPENIN6 ` • - - /w �Ii1� _- '61I!•i ibeleii6t,•blAii ni',� C`'J } 1.\,re�e SIR¢▪ I •G.H.DOORS • e�ew e 5; j j® TYP l 0 ® .i (� 0. Tl - pt ._.. P U z"n _ 4Cd ° i +4 II:Z. .a a. s ve . ..▪... ... ... C",0 i = pg l b? v.1 ai: r. .e a u a i10 n'i -. T'iP. Il 13• I II /1 TYP. 4110 8 I. 11111 �,� �q j ?Y?. C� \ P. H b EXTERIOR MATERIAL ;.I S O UTI-i ELEV ATI®N SCHEDULE S I• I 111 3 COAT GtrItNT PLASTER � SCALE:I/8' 1'-0'0? _t C. 1 4 �� 1 2 5S\ i ��� �_ �—_I e✓ �IBH'TENURED FINISH Ji e i! �� (� T�F 0EJ�(-O..- (D\,B q:F\�4� O I 8'z8•414,SPLIT-FACE CMU S :• p L a• \ TA.RAISED c f i I_ l d OVERHEAD COIL DOOR Yi 1 ' t_1 14 ' 1 8 .1- \\ PARAPET m , I -O - - - .. a -. - _l _.•I' 1,METAL DOOR a FRAME I t I .__e„TYP. -O I :I 3 a. �J I I I j,/ ��J I J 10 YF QI -. , 1 1 — 4 a L --3 e QQTtQZ-z.` j GLAZING: I'INSULATED GLASS p !• TWO WORKING DAY'S BEFORE YOU DIG, --T '' - I a CALL fOR THE BLUE STAKESA - L /�\ 0 2 6 3-110 0 I- I 0.r , µ P. 3 i • t a !t STOREFRONT! (=j ALUMINUM STOREFRONT SYSTEM N - I,y 1 r ♦ r (1 iJ ,_ 'C' •SHOWROOM \� ' BLUE STAKES CENTER - - 'Pk J .` I, -0` w k, CALL COLLECT �/�py� Q.-- _- 4/' O , 1 I e MISCELLANEOUS METALSCC cil' ."T-, pp I ' I ' EXTERIOR FINISH/COLOR liii Q :, 1s/ Q. a '}'4 i / \{� SCHEDULE p _ ,� �::✓ 1 I �•;•YF1,�r4„.�. - ->�' PIN.FLOOR or ® 3RECEIVEDe' a / I �/_� JULMEDIUM BRONZE GLAZING W .. m D \C)"% \_Dr V r D l - EAST ELEVATION 11�03 e DESERT FAQ'COLOR'8222W V 1 SCALE:I/S'•I'-0' a FRAZEE 7.IJa4T COPPER COLOR'33550 Q t c ` D © G E ® (Bx F g \CJ E G D /E) H G D\ e). FRAZEE FALLING LEAF COLOR'8Q64D (i...9 O WX /L-�-Jt O... .‘ c \ TYP. PA PET_0.RASED POWDER GOAT:MATCH FRAZEE'COPPER I CANTON'COLOR MS36Nowl ❑ 4 a - I 0 �. .-- . ' I SUPERLITE INTEGRAL COLOR GML. i , I. y • I IIMMaor..��Msl�S�i 1 1 8166'HARVEST BRAIN' �0 p� I -= i 3 _ IO TYP- II PILASTER II KEY PLAN > tt/^}��\,, ii - _ -'J _ I •0.H.I DOORS a NO FMISH/PRE-FINISHED 0 L' g • riin(.R� -•SS TIRE EX 1 1 _� T° I,�' EXTERIOR FINISH NOTES CC ->' /� .• - iy•alts:auRreM Red�4 Tifee�irl� it�t♦�lire�' TE• 1. © •O.H.DOORS o i 'M •`� �• _ B !7'-O= LIT IS THE INTENT OF THIS EN.MATERIALAINISH O IC! o -• r-:-.lip"�— ` r" — �`_ O '. - 4 T`�'P. SCHEDULE THAT ALL MATERIALS AND FINISHES O +4: C; I ARE CLEARLY DEFINED.ALL FINISH MARKERS m LL i ;. t 7 IW O I SHQ)LD BE ASSUMED TYPICAL UNLESS NOTED !� .-•� :g CI MISCELLAN i 2.MISCELLANEOUS TRIM ITEMS ARE TO BE PAINTED FL", uu ,• 3e''.:?.•}...". ,r - _ - I TRUE TO MATCH ADJACENT WALLS. o b= { i' - .. ��, , <� - - -• BUILDING SIGNS ARE UNDER A SEPARATE PERt1IT .3:3e o• tr�al6e•••.�aeves•!e wee•eeaen�,wer--_---"--- ------- -�:'aeos�r W.--.'":3-2- "3- r� .�. PROVDE LIQUID WATERPROOFING l RA Cep,; ® i ? t�J�e7�efei w'ks.tatlB2� •(willeYl��T.)ela��ieee7e[ilt!=�r�e�a[-•leivale - _ r t�. .>tQ .s: 3.ctyr va,,zo, af, v.• s:t e -m a -'_inkir. PRL FLOOR a. MGUARD) ON INSIDE SURFACE OF ALL EXPOSED MASONRY PROVPET WALLS. O-0' S.PROVIDE MEMBRANE WAItKo-p•-cxING FOR ALL DATE: - 11111 WALLS WHERE ADJACENT GRADE IS HIGHER THAN SCALE: AS NOTED FINISH FLOOR _ . I I 0 © 3 TYP. ® 2 ® 1 PROJECT 6.DO NOT 5'4LF THESE DRAWINGS. DWG.BY: at3 - NORTH ELEVATION - O •TEME PRED GLASS•THESE LOCATIONS JOB: 8321-02 ® .INDICATES DEPTH OF PROJECTION BEYOND SHEET N0. ` SCALE:I/e' !-0' OUTSIDE FACE GF OPU WALL-SEE FLOOR PLAN DIMENSIONSOUTSIDE FOR FACE OF WALL TO BE SEE ALSO WALL SECTIONS a FOR 6 OF — SHEETS Yr PI GENERAL NOTES PROJECT DATA SYMBOL KEY SHEET INDEX 1 PROJECT TEAM APPROVALS o REVISIONS 1.THESE PLANS HAW BEEN PREPARED BY ARCHITECTURE A ENGINEER.PROFESSKNAL REGSTERED N THE CASE DATE DATE AIRS CF THE PROPOSED WON.IT!S THE INTENT OF THESE PUNS TO BE USED AS.A ONLY AS,A ZONING PAD(C-2 ROONEY RANCH) •---•-INDICATES DETAIL WHERE BUILDING SECTION APPEARS DANCE COIMM ERpAL DEVELOPMENT PROPERTIES,INC. NUMBER SUBMITTED APPROVED T i COPLETE A'TILL SET.THE UCENSED PROFESSIONALS HAW DETERMINED DE RELATIVE RS0P1.B€S IN WHICH SITE AREA 52,235.89 S.F.,1.43 ACRES _ r P.U.C.-ED DUNSHIE THE WORK IS AOORESSND.NONWALS SEPARATING FULL SETS.FOR WHA7EWR REASON,CC 50 AT THEIR 0'M+ BUILDING SECTION MARKER T TIE SHEET -OOTTOYA; J3?6 E FNRFlEID ZONING ` RISK THE YORK HAS BEEN ASSEMBLED NTD FULL SETS FCR THE NEWTON OF BUILDING THE COMPLETE MESA.AZ 85213 USE PERMIT Q (LECT,NOT FOR THE CONVENIENCE ANY INDIVIDUAL ADDRESSING AN ISOATED PART OF NE COMPLETE BUILDING AREAS -WAS._ RETAIL `----..----INDICATES SHEETWHERE BUILDING SECTION APPEARS C-I COVER SHEET FOR PAVING,GRADING,&UTILITIES - 48 V807-3575 3 PR WORK.IT 5 THE NTENT OF THE DES.PROFES9(NALs TO PROXKICE THE WORK W SUCH A MANNER SO AS TO .. C-2 VERTICAL CONTROL - FA(641-9435 VARIANCES ) BE CLEAR A CONCISE TO THE ROVERAL TRADES&OISOPUNES BURORG THE PRCLECT A NOT NECESSARILY GROSS 5.154,59 SF. 5,444.78 S.F. -'INDICATES DETAIL WHERE WALL SECTION APPEARS C-3 HORIZONTAL CONTROL - Ed insOuswest.netZ. t THOSE RENDING OR OTERA X0 SE LONG AT THE PROJECT AS LESS THAN A FULL.COMPLETE BODY OF NDRK. NET 4,956.8?S.F. 5,245.28 S.F. F PRE-APPLICATIORENDINGPAL'SECTI(%N NARK_R C-4 GRADING A DRAINAGE PLAN CON(Y1NG OF COI NFATION ACROSS PROFE590kA1 DISCIPLINES IS BAD PRO)FES510NAL PRACTICE k 1,NOT LOT COVERAGE 18.581[ N DEVELOPMENT PLAN i NM BE SUPPORTED BY INS FIRM AS A COOTION OF APPROVAL AS A DELIBERATE CONSEDIEI.E,MUCH FLOOR AREA RATIO 0.186 •--•-•-^-• INDICATES SHEET WHERE WALL SECTION APPEARSTENANT(S) Q1NSE:URED LEASE SPACE(S)> € INFORMATION APPEARS ONCE A CRY ONCE,W NNAT THE DEAD(PROFE590NAS DEFY TO BE IFS ,_._--_. SD-} ANNOTATED STE PLAN -0251.OWG DEVELOPMENT REVIEW OV-12-02-19 16 JAN 03 11 FEB 03 APPROPRIATE PLACE INFORMATION ALL NOT BE ARBITRARILY PLACED FOR THE CONVENIENCE OF BIDDERS /� --INDICATES DETAIL NUMBER WHERE DETAIL APPEARS SD-2 DIMENSIONED SITE PLAN -02S2.DYIC OV-12-02-79 46 JAN 03 it FEB 03 e 1 T AND/OR REVEYWJRS.IT 91A1 BE THE SOLELY THE RESPONSIBILITY OF THOSE 100KNG AT LESS THAN THE PULL LANDSCAPING ] SD-3 SITE PLAN DETAILS -02S3.OWC ARCHITECTURAL ARCH!ECTURAL TEAM THREE,INC. LANDSCAPE RENEW Q DETAIL MARKER 1 T BODY OF WORK TO SEEK THE INFORMATON WHERE IT OCCURS AS DETERMINED BY THE DEAON A OKYEFANG TOTAL PROVIDED SC-4 SITE PLAN DETAILS -02S4.OWG ARCHITECTURAL REVIEW OV-13-OS-002 16 JAN 03 VI MAR 03 75,075.89 S.F.SF621 S.48TH STREET,SUITE 101 PROFESSIONALS •-••.--•---INDICATES SHEET WHERE DETAIL APPEARS TE4PE AZ 85281 PARKING _ /1R11 A.D.A.GUIDELINES&DETAILS -03AD.DWG 480-/968-6282 L . - ANY%OARED REVIEW OF LESS THAN FULL&COMPLETE SETS OF PANS BY ANT ENTITY SHALL BE BY W IT?EN _U)''",�^ RETAIL --INDICATES EXTERIOR FINISH MATERIAL-SEE SCHEDULE:5 FAX 968-5434 1 1 MEMO SPEOFlC TO THIS PROJECT ONLY.DUE TO ONGOING UNTIMELY REM90NS ARBITRARY OR CONFLICTING 4/1000 REQUIRED(RETAIL) 4.TO 20.98 --_.-_.__ 1 FLOOR PLAN&SCHEDULES -04DP.DWG Ar:hi...m30ad.Cwm PLAN CHECK-FIRST t BFGNYATION,A INADEQUATE ORDINANCE ADOPTION PROCESSES,POSTED NOTICES SHALL NOT CRIBS TUTS 5/1000 REQUIRED(AUTOMOTIVE) E,< EXTERIOR FINISHES MARKER b. ARMEN NOTICE INSOFAR AS OE PROJECT IS CONCERNED.FAILNG TO HAVE ARO N NCTLFICADCN OF ) T � - �' 2 REFLECTED(~FIUNC PLAN ADETAILS =O5RC.DWG JOB S32-OZ PLAN CHECK-SECOND `e I SUM SSCR A RENEW REQUIREMENTS OF LESS THAN NU SETS,OE ARCHITECT&THE OWNER SHALL ASSUME TOTAL REQUIRED SINE 44.05(2 ADA) INDICATES EXTERIOR FINISH COLOR-SEE SCHEDULE:SAT. 3 ROOF PLAN,DETAILS A SCHEDULES -��-0 GIRL THE W-B GROUP,INC. PLAN CHECK-THIRD • THAT RENEW Cr FULL SETS COMPLETES ALL NECESSARY RENEW&APPROVAL PROCESSES.FROM OUR TOTAL PROVIDED STE 39(2 ADA) 4 EXTERIOR ELEVATORS&FINISH SCHEDULE 07ELOWC E S PERSPECTIVE,NU.SETS&ONLY FILL SETS ARE THE PREFERRED SUBMISSION FOR CONSTRUCTION,RENEW& OTHER 4<44 E.BROADWAY µMD AR c ..LOADING SPACE 4 WE SPACES 5 BUILDING SECTIONS -0885.OWG PERMIT ISSUED € APPROVAL PROCESSES ALL INFORMATION W OUR FULL SET IS 9jETJECT TO RENEW A APPROVAL UNTIL NOTIFIED, INTERIOR ELEVATION TL(SHIN AZ , G'Y A3 / ON MARKER 4 WALL SECTORS -09W1.ONG 5:0/88I-7480 `, �`'�F.urE b�Tr„ W WRING,TO 7HE CONTRARY. GOVERNING CODES SHADE INDICATES DIRECTION OF NEW 7 WALL SECTIONS -O9W2 Dv1VI��� FAX 881-7492 ONLY BLACCLINE DRAWINGS SHALL BE USED FOR CONSTRUCTION. v i 2.DO NOT SCALE DRAWNGS,DIMENSIONS TAKE PRECEDENCE OVER SCALE ON CONSTRUCTOR DOCUMENTS.UNLESS INTERNATIONAL BUILDING CODE: 2000 a BXBTINCR Ytt -tOC9(.PN+�T E-mop-Tucaon00Ibgroup.com x Toe6T i I OTHERS'SE NOTED,OMENSONS ARE TO THE FACE OF MASONRY,FACE O CONCRETE A TIE FACE OF SEW ON INTERNATIONAL PLUMBING CODE: 2000 A-1 DOOR ELEVATIONS/SCHEDULES/DETAILS -15A1.OWG w .H. NTERCR STUD PARTITIONS.ALL wALL HINGES AT 451NCREMENTS U.N.O. IN A DOOR MARKER A-2 STOREFRONT ELEVATIONS/SCHEDULES/DUALS -t5A2.DWG JEB/102069-8-001-0105 FINAL ISSUE DAIS S AS SHOWN ON EACH INDIVIDUAL. HUNSE; INTERNATIONAL MECHANICAL CODE: 2000 O SEE SCHEDULE/ELEVATIONSSHEET A-T SHEET IN THE TITLE STRIP. (SUBJECT TO REVISION DATES) 4 3.ALL OMENOCONSTRUCTOR.CNS ARE TO VERIFIED BY CONTRACTOR PRIOR TO THE ARCHITECT tS TO BE NOTIFIED NATIONAL ELECTRICAL CODE: 1999 A-3 ARCHITECTURAL DETAILS -75A3.DVFG tis � N WNEDIATELY OF ANY DISCREPANOES A BE ALLOWED THREE WORKING OATS TO REVISE AND CR CORRECT SAME. UNIFORM FIRE CODE: ISSN Q WINDOW MARKER STRUCTURAL 0.E.D..INC. FOR GOES AND OTHER DOCUMENTS MILL NOT BE ACCEPTABLE �4 �' / S1.1 GENERAL STRUCTURAL NOTES - S k THE ARCHITECT ASSUMES NO UABUTY FOR FIELD CORRECTIONS OR INTERPRETATIGA OR FOR CONSTRUCTOR SEE EDUIE/ELEVATIDNS:SHEET A-t 3°0 S. AZ AVE,STE.8104 FOR CONSTRUCTION. ZO+A,U T FAULTS RESULTING FROM SANE. GOVERNING AGENCIES 57.2 GENERAL STRUCTURAL DETAILS q c - TEMPE AZ 85281 e WALL TYPE MARKER ST-1 FOUNDATION PLAN - 4E0 894-0399 C BUILDING DEPARTMENT: TOWN OF TIRO VALLEY _ / (480)968-6282 4.N 1HE EVENT OF A CONFLICT ATrH CODE REQUIREMENTS A ITEMS CALLED OUT ON NE PANS THAT CODE OR SEE WALL TYPE SECTIONS:FLOOR PLAN 53.1 ROOF FRAMING PLAN FAX 894-0396 c PLANNING DEPARMENT: TORN OF NERD VALLEY $4.1 FOUNDATION DETAILS fAX 966-5434 CALL OTT WITCH ESTABLISHES THE HIGHER STANDARD STALL TAIL PRECEDENCE_ E-mOB-p rts0oedstructurol.com VICINITY M A P R FIRE DEPARTMENT: TOWN OF ORO VALLEY O KEYED NOTE BUBBLE 55.1 FRAMING DETAILS - JCB/03057 F,E 5.R IS THE INTENT OF THESE CONTRACT DOCAIr?RTS 70 DEFINE A COMPLETE FINISHED FACILITY ANY SEE KEY NOTES ON SHEET WERE BURBLE APPEARS ` DISCREPANCY OR CAISSONS WHO NORMALLY MXILD BE REQUKRED SHILL BE PROVIDED&FINSNEO AS IF PUBLIC WORKS DEPARTMENT: TOWN OF TIRO VALLEY O i SPECIFICALLY NOTED. WHEN WORT(NOT SAECFICALLY CHILD OTT IS REWIRED TO COMPLETE TIE PiOECT,IT a1- 1 H.(71i INDICATOR M-1 MECHANICAL PLAN A DETAILS - BUILOINC JUSTIFICATION -E- MECHANICAL PROF,ENGINEERING&CONSULTING,INC. o- c SHALL BE PROVIDED UTILIZING THE BEST MATERIALS A WORKMANSHIP_ 31.1_0- RETAIL *7-4N INDICATES SILL/HEAD HT.0 CASED OPENINGS. M-2 MECHANICAL SPECS.&SCHEDULES - c-m t T- A.F.F. 3'T1 E INDIAN SCHOOL RD. c n J OCCUPANCY TYPE: F-T/M N PHOENIX AZ 85018 �� V c in 1 6.ALL PRODUCTS US1ED BY IE8.0./N.ER NUYBER(5)SHALL BE NSTALLED PER THE REPORT&MANUFACTURER'Sp-+, - • PLUMBING PLAN,ISOS,&DETAILS / j o m TYPE OF CONSTRUCTION: :a:,AFE$ VN,AFES (� PLAN DEVIATION INDICATOR6(2/952-9918 i I. WRITTEN D TIONS PRODUCT SUR BE AON(S)OV FOR FISTED BY LISTED SHALL ALSO HAVE ZE ALLOWABLE AREA: 8000 c 8000 SF INDICATES CHANGE OF ELEVATION 0 FLOOR/SLAB FAX 952-9928 d APPROVED EVALUATION REPORT(S)OR BE APPROVED&LISTED BY OTHER NATIONALLY RECOGNIZED TESTING E-1 ELECTRICAL PLANS&SCHEDULES E-map-PWXOpeOOWOHonicd.cOm E ROE YARD INCREASE JOB r037445 I m o AGENCIES. N/A N/A 11i0T1 ROOM NUMBER E-2 SITE ELECTRICAL PLANS,DETAILS ASCHEDULE$ - u 7•ALL EXTERIOR SIGNS REQUIRE A SEPARATE SIGN PERMIT&C(IIPOOML:TY./BUILDING ARCHITECTURE.A SPRINKLERS 30L`.S 300% INDICATES ROOM NUMBER-SEE ROOM.FINISH SCHEDULE GCMPRE}ENSIYE APPROVED SIGN PACKAGE 1S REO'D PRIOR TO ISSUANCE OF ANY SIGN PERMITS ALLOWABLE AREA Z.,Cfi^> 24,000 N-1 NATIVE PLAN?PRESERVATION PLAN - 0 ®o 8: ® HEIGHT MARKER INDICATES CLG.HT.-SEE RM.RN.SCHED. L-•. LANDSCAPE SITE PLAN - PLUMBING PROF.ENGINEERING&CONSULTING,INC. ! « ^H a IT SHALL BE ASSUMED THAT ALL CONTRACTORS ARE EXPERIENCED A THOROUGHLY KNOW-EHVSAM F W THEN L-2 LANDSCAPE PLAN - ` THIS' o,o RESPECTIVE AREAS OF THE CONSTRUCTION INDUSTRY A SHALL PERFORM W A RESPONSIBLE MANNER IN la L o r_.3 ESTABLISHED CONSTRUCTION SEQUENCE RECOGNIZING PROPRIETY OF CRAVINGS. ELEVATION DEVIATION INDICATOR L-3 IRRIGATION PLAN - V m ELECTRICAL UNITE)DESIGN ELECTRICAL GROUP INC. PROJEC ) a iY DEPTH OF SURFACE FROM PRIMARY PLANE OF WALL. L-4 DETAILS SHEET 2!80 E.NORTHERN AVE.,SUITE B 4 x. O i 3 9.CONTRACTOR SHAL PERF(1RI(IN A MANNER CONFORMING TO APPLICABLE COOS REGULATIONS& PHOENIX AZ 85028 I REQUWREIENTS OF ALL GOVERNING AGENCIES AS AIL AS STANDARD INDUSTRY PRACTICES. ;i �� EQUIPMENT MARKER 602/971-1129 - 77 m 'r .F 10.UNLESS OTHERASE SPECIFICALLY NOTED,THE CONTRACTOR SHALL PROVIDE A PAY FOR ALL LABOR,MATERIALS, SEE EQUIPMENT PLAN&SCHEDULE:SHY.6 FAX 493-0183 NM EQUIPMENT,TOOLS,CONSTRUCTION EQUIPMENT,MACHINERY,TRANSPORTATION,OTHER FACTURES&SERVICES A GOMPLE7E AUTOMATIC FII�SPRINKLER E--moi-Greevea1000od.cHxn t°a a E E° NECESSARY FOR PROPER EXECUTION&COMPLETION OF WON. OIGTAISTBTET1 IS REQUIRED. SUBMIT PLANS AND J(8#IDEG3077 V u E F OBTAIN A PERMIT FROM THE BUILDING AND ROOF SPOT ELEVATIONS C `o..o "" 5 I 11.CONTRACTOR SHALL BE RESPCNSBLL FOR THE COMPLETE SECURITY OF THE SITE WHILE JOB IS W PROGRESS& SAFETY DEPARTMENT,FRG'1 THE APPROPRIATE OVEN AS HEIGHT A.F.F.-SEE ABBR..LIST:THIS SIT. ° UNTIL JOB 5 COMPLETE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONARY MEASURES TO PROTECT. TOON,PRIOR TO INSTALLATION. LANDSCAPE TMHS ASSOCIATES,INC. N•'( Sit$E.GRANT R1 SUITE t00 \\ '�\N i E THE PUBLIC A ADJACENT PROPERTIES FROM DAMAGE THROUGHOUT CONSTRUCTIONS CONTRACTOR SHALL - - _ _ __ O STRUCTURAL GRID BUBBLE RICSON,AZ 85712 / N FURNISH TEMPORARY SANITARY,WATER.A POWER FAOUTES DURING COXR%OF CONSTRUCTIOY. 'X•s'*'`-"°-. .. �--� `�'•`F->.,,n rta•H-'+H'••R'•-••a'^Y�°`-a'.....- SEE STRUCTURAL FRAMING PLAN. 520/882-9655 j �E° FIX 882-4307 � 12.AU.REQUIRED WORK THIS PROJECT SHALL BE PERFORMED BY THE GENERAL CONTRACTOR UNLESS OTHERWISE .. E T NOTED.AU.REFERENCES TO THE CONTRACTOR ALLUDE THE GENERAL CONTRACTOR&HIS SUBCONTRACTORS DATUM E-mail-TmhsOtrTlhsinEcom AS THOUGH THEY ARE ONE A THE SANE THE GENERAL CONTRACTOR IS RESP(N98LE FOR COORDINATION SIGNIFICANT ELEMENT ELEVATION TAG. ,t(IB/D2088 p K N •> BUREN ALL SUBCONTRACTORS.NCLUONG THOSE HIRED BY THE OWNER&SUCH MISCELLANEOUS WORM AS w r MAY BE NECESSARY FOR THEM TO COMPLETE 5410 WORK. FIRE SPRINKLERS SHALL OE INSTALLED IN e ACCORDANCE WITH RFPA STANDARDS 51()PE ARROW .-_I eluc_ -' (` 13.THE CONTRACT R SNAl SUPQRVISE A DIRECT THE WDPoI USING HIS BEST SKILL A AI1ENDON.HE 9tAU BF IIII E- ARROW PONES TOWARD DOWNSLOPE SIDE. .W / C.8PA 13/231 DJ A THE TOLLN OF ORO VALLEY s3 oSOLELY RESPOISBIF F(IR ALL CONSTRUCTION AND/OR ASRTIONS OF MEANS METHODS,TECHWWES FIRE SPRINKLER ORDNANCE.B. SEQUENCES&PROCEDURES&FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. ;'. 1 - C i 14.THE ARCHITECT ASSUMES THAT THE GC HAS INCLUDED V.TERTR BID THE HIGHEST QUANTITY FOR THE TOTAL SHEETS THIS SET- 38 (1 B 0 PURPOSE OF RESOLNNC ANY CONFLICTS W ME CONSTRUCTION DOCUMENTS WHICH ARE MPUED OR HERETOFORE UNDEFINED-VERIFY ALL CP11ON5 w/OWNER PRIOR TO COMMENCEMENT OF WORK. GENERAL i"'-- 1 CONTRACTOR TO ALSO CONFIRM DOOR HARDWARE&KEYING ATH OWNER/TENANT. • 15.THE CONTRACTOR WARRANTS TO THE OWNER&THE ARCHITECT NAT ALL MATERIAL&EQUIPMENT FURNISHED A B B R E V A T I O N S ____I 0 m •` UNDER THIS CONTRACT ALL BE NEW UNLESS OTHERASE SPECIFIED,A THAT ALL WORK ALL BE COCO MALTY, ete 5' FREE FROM FAULTS&DEFECTS&IN CONFORMANCE WTH THE CONSTRUCTION DOCUMENTS ALL WORN NOT SO CONFORMING TO THESE ST&ARDS MAY BE CONSIDERED DEFECTIVE IT IS UNDERSTOOD THAT NO INFERIOR OR Z F' > NCR-CONFORM.NON-CONFORM WORK OR MATERALS ALL METER BE ACCEPTED ETHER DISCOVERED AT THE TIRE THEY ARE AB. ANCHOR BOLT DR ODOR ST. MIST RENE. REINFORCED 2 F`1 INCORPORATED IN THE WORK OR AT ANY TIME BEFORE OR AFTER THE FINAL ACCEPTANCE.F REQUIRED BY THE A.F.F. OVE ma.F.F. ma.FLOOR MN. DRAW AT. JOINT REDO. REWIRED o L ARCHITECT,THE CONTRACTOR SHALL FURNISH SATISFACTORY EVIDENCE AS TO THE KIND QUALIY OF MATERIALS A.F.G. ABOVE FINISHED GRADE DWG. DRAWING RE, RESDENYAL or RESDENCE Y t &EQUIPMENT. A/C MR CON01TIMNG DNA. DOWN K.P. KICK PLATE RET. RETURN o 16. ABC AGGREGATE BASE COURSE KD KILN OBED REV 41.11 TROOF> AT NO COST TO ARCHITECT OR PROJECT,CONTRACTOR SHALL PIX UP AS ARCHITECTS OFFICE A NSTALL ATV. ABOVE E.F. EXHAUST FAN KO KNOCK OUT RF ROOF ,Et t .ro i ARCHITECTS Jq8 SCR.UPONN C(MPLETON,SIGN SHALL BE RETURNED TO ARCHITECTS OFFICE IN GOOD AC ACE(5) E1 EXPANSIONJOINTT RM ROOM D ino CONDITION. ACC. ACOUSTIC EA. EACH I.E.D. LIGHT EMITTING DIODE WV. REMOVE -.wtt ry ADO. ADDITION A ADDENDUM GY. ELEVATION if. LINEAR FEET 17.STARTING OF ANY WORK.BY ANY CONTRACTOR OR 9JBCONTRACTOR,SHALL BE CONSIDERED EVIDENCE THAT HE 0 m €iAG ABOVE GRADE ELEC. 'ELECTRIC,ELECIRKJLL' LAM LATERAL S.C. SOLID CORE HAS INSPECTED&A(xEP7Ep ALL CONDITIONS INVOLVED IN H5 NORI(A FINDS THEM SATISFACTORY. ALUM. ALUMIIAIM EIEv. F1EYAi0R LAT. LATERAL S.D. SOLID DETECTOR N' ...iµT. ALTERNATE Ea EWAL UV LAVATORY S.O.V. SHUT OFF YA.VE j'r� A� moil N 18.CONTRACTOR SHALL RE RESPONSIBLE TD NOTIFY ARCHITECT OF DISCREPANCIES OR CONFLICTS N THESE ■V, r0 m ARCH. ASPHALTT EQUIV. EQUIPMENT LO. LEAD 55 SKYLIGHT 1 F DRAWINGS DURING BODING AND/(Xt CONSTRUCTION PRIOR TO RERFORMRNG WORK.THE ARCHITECT SHALL A�FI. ASPHALT EQUIV. EQUIVALENT LOU. LAkCNC 3.5. STAINLESS STEEL RESOLVE ANY DISCREPANCIES EXPEDITIOUSLY A NOTFY CONTRACTOR EITHER VERBALLY OR IN WRITING AS. QaJ A. AVERAGE EST- ESTIMATE �. LINEAR SC SW CLOSING C Y APPLICABLE TO THE CONDITION. 4 ANGLE EVAP. EVAPORARVE COOLER LT. LIGHT SOLED. SW CLOSING w 4 ANTI EXC EXCAVATE LTG. UGNTING SECT. SECnEDO N.; 1 i 19-RELOCATION OF ITEMS N THE PROJECT 5 SUBJECT TO THE CONTRACTOR'S ABKITY TO DO SO ATHCUT • AT AlE . EXHAUST L. LOUVER SE_ SELECTION " DAMAGING OR MARRING THE ITEMS CONTRACTOR SHALL INFORM THE ARCHITECT WWEDATELY Y HE IS UNABLE SES SERVICE ENTRANCE 9(1105 m F TO RELOCATE ANY ITEM AS PRESCRIBED HEREBY.CONTRACTOR MAY ALSO ELECT TO USE NEW MATERIAL TO EXP. EXISTING 3CCIB.D. BOTTOM OF EXP. EmANOR m METER 5SHT01 SHEET 1 HITCH EXISTING W LIEU OF REUILATON CIF EDSIIN6 FOR MS OWN CONVENIENCE.ALL ALTERATION OF ANY B.B. BOTTOM OF BEAM ocr. EXTERIOR M.H. MAAIHOE SHTG SHEATHING > i 0 ELBERT NECESSARY TO CT IT FOR LOCA.DON IS THE RESPONSBILITY OF THE CONTRACTOR. ELF. BOTTOM OF FOOTING M.0. MASONRY OPEMNC SM. SOLAR Q • E 2 20.G.C.TO VERIFY All NEW AND/OR EXISTING ROOFTOP MECHANICAL UNITS ARE ALLY SCREENED FROM VIEW BY B.S. BOTTOM OF STRUCTURE F.A. FREE ALAPIA PAS. MASONRY SPECS SPECIFICATIONS 00 i d PARAPET WALLS-NOTIFY ARCHITECT OF DISCREPANCIES BA, BUILT UP EGO. BOOR CLEAN OUT 4AYt MATERIAL SPAR. SPEAKER EI CC WC BACK OF CURB FD. FLOOR DRAIN MAK MA704UM SF.a SQUARE FEET RETAIL a i: 21.CONTRACTOR SHALL VERIFY EXSTENCE A LOCATION OF ALL UTILITY SERVICES&COORDINATE AS REOURED, !D. BOARD F.E. FIRE EXTINGUISHER ME(I+.. MECHANICAL i NOTIFYING THE ARCHITECT OF VARIATIONS OR CONFLICTS ALL NOR-CONFORMING LIGHTS MUST BE REPLACE: BLDG BUILDING F.O. FACE OF NEB. YEOUM S0.IN. SPUME INCHES SIC SOUND IRANSNSSRW CLASS Z 1 BLX. BL00t F.S. FLOOR SINK MFG. MANUFACTURING SID. STANDARD m CCCP ATH FlXNRES THAT COMPLY ATH LOCAL CITY ORDINANCES B.G. BLO.. F. FABRICATE MFR. MANUFACTURER STL STEEL N i elk BEAM FOC FRE DEPARTMENT CONNECTION MIN. MWMLW STRUL. STRUCTURE AL • 22.GENERAL CONTRACTOR SHALL RENEW RED CONDITIONS A FURRED OUT PERIMETER WALLS,MAKING ALLOWANCE SUSPENDED( > 18R BRAS$ FDA. FWNDATKN MI.. MISCELLANEOUS SHELL BlJILI) ING Lii<0 i, . TO EXACSURETLY THAT ALL EED FACE, SUCH HONETHAT A MISCELLANEOUS COVER RATES A JUNCTION BOXES ALL FLUSH BRIG BEARING FIN. FlWSH NCO NODULAR SW. $MTCI T OUT EXACTLY TO CASED FACE SUCH THAT NO GAPS ARE EVIDENT, R RRZ BRONZE Fl%T. Fl%TURE MR METAL SIN SYMMETR4:AL C 21 ALL COLORS AND/OR COLOR SAMPLES SHALL BE SIBMI;TED TO THE ARCHITECT FOR REVIEW&APPROVAL 89Nr. RUSENROY R POOR 5Y5. SYSTEM L�r c PRIOR i0 INSTALLATXIN OR APPLE-MICR.ALL FERROUS METAL SHALL BE PRICED A PANTED w/COLOR BY 871L BOTTOM FL FLOOR L. N.I.C. NOT IN CONTRACT I' b f FLG FLOORVHG N.T.S. NOT TO SCALE TAG TONGUE AND GROOVE �, ARCHITECT.CONTRACTOR TO STRIPY SHOP DRAWINGS ON Al MILLWORK A ALL BUILDING f7NL9H MATERIALS FOR '1 I CO. C B P1. DOCUMENTS FLUOR FLUORESCENT N0.a/ RNUMBEREDIAA T.B.R. TO OF NEYOVEO k FINAL APPROVAL PRIOR TO ORDERING F NOT SPECIFICALLY DEFNED N THESE DRAWINGS,MATERIAL AND/OR `P. CAST N PUCE FP YE PROOF N.. NOMINAL T.Y.B. TELE...MOUNTING BOARD a t 0 EQUIPMENT SHALL BE IDEN7FED BY CONTRACTOR TO THE ARCHITECT ATM A REASONABLE TIME TO ALLOW C.t COOROI JOINT FR. FRAME T.O. TOP O O Y SELECTION,SUBSTITUTION A DELIVERY SO AS TO PREVENT DELAY P IN THE JOB SCHEDULE-I Eo. CLEAN OUT FT.«. FOOT/FEET at DA CENTER T.D.B. TOP OF OEAM ORACLE ROAD W >< i 21.MATERIAL$1JBSDTIITKN SHALL APPROVED BY ARCHITECT PRIOR TO PURCNAST&INSTALLATION. ET. CERAMIC TILE FIG FOOTING 0.0. GUTSOE DIAMETER T.O.C. TOP OF CURB L 6 E RE-ENGINEERING FEES F APPLICABLE.SRNL BE THE RESPONTBIUTY OF THE CONTRACTOR.N!MATERIAL CAB C.NET FUN. FURNISH O.H. OVER HAM. 7.OF.F. TOP OF FRASHED FLOORJ a� E SHALL BE HANDLED A NSTALIED PER Y.ANLFACTURER$SPECIFICATIONS A RECOMAIENDAD(XNS CCTV QOSED CNONT TLUMSON 085. OBSCURE T.O.F. 70P T.FOOTING eCOL CEMENT C.I. GALVAMZEC IRON CH OVER HERO T.O.J. TOP OF LOST 25.NTEROR FINISH SHALL CONFORM ATH DEC_CHARTER 7.WALL&fEAWC MATERIALS SHALL NOT EXCEED THE CER GA GALVA OPNC OPENING TEL TOP O LIDQR ORO VALLEy A Z a I T FLAME SPREAD OASSFKATI(N$IN U.B.C.TABLES 7-B&7-C.ALL DRYWALL SHALL BE TYPE X(U.N.O.). au WBHC FEET PER MINUTE GAR. GARAGE D OPP. OPPOSITE T.O.M. TOP OF MASONRY F i WATER RESISTANT GYP.BO.SHALL BE USED 0 EVERY WALL ANN 4'-0'RAD.OF PLUMBNG FIXTURES OH Nr.C HHAI+NEL GAR GARAGE TAP. TRIP OF PARAPET or PAvwG - ANTI/OR EQUIPMENT U11UZ1NG WATER. G°r Q COMBINE GXO. GRADE P.L or K PROPERTY L tO.S. TOP OF SLAB Y LUG. CERING GEO GROUND FAULT CIRCUIT INTERRUPTER P-LAN. PLASTIC LAIANATE T.O.W TOP OF WALL 26.ALL ASPECTS OE ECIME PNT SHALL BE COORDINATED A APPROVED BY TIE TENANT AND/OR THE EQUIPMENT 4 2COG. CAUL.. CFI GROUND FAULT INTERRUPTER P.O.C. PONT OF CONNECTION IS. AXE STEEL E Si VENDOR ESPECIALLY,BUT TOT UNITED TO,THE EXACT PLACEMENT,SUPPORTS&ANY BACKNG REQUIREMENTS cm 0.1%ET a- CLASS PERF. PERFORATED MI_ 31 AS WELL AS FLOOR OR CDLWG PENETRATIONS EQUIPMENT VENDOR SHALL ALSO APPROVE ALL MECHANICAL• OR. CLEAR GXB GLUE WARMED BEAM PERP.or 1 PERPENDCIILAR 7M0. THREADED i ELECTRICAL.PLUMBING,&PROCESS a REQUIREMENTS AS WELL AS SERVICE LOCATION OF SANE DYU CONCRETE MASONRY UNIT GRL GOYP. GnuPC. PACE 1081 NICK !! COL COLUMN GYPSIIM PH PHASE rroru THROUGH s F• 27.ALL CONTROLS OPERATING MECHANISMS&HARDWARE INTENDED FOR OPERATOR BY OCCUPANT-WC COO UDNG CO COFKVNATON GIP.BD. GYPSUM BOARD PL a t PLATE r,?, TOLET pE MATCHES THAT CONTROL LIGHTING,VENTMIION,&EEC.CONVENENCE OUTLETS ALONG ACCESSIBLE ROUTES CONE CONCETE PLUMB. PLUMBING MANS. TRANSFORMER 1 O p OR AS A PART OF AN ACCESSIBLE ELEMENTS SHALL BL ACCESSIBLE-OPERATION OF CONTROLS SHALL NOT CONN. CONNECTION H.B. HOSE BBBRIND. PLYw000 IMP. T,CAL i RECIPE PINCHING TORT GRASPING OR TWIST OF THE WRLST A SHALL BE OPERABLE w/ONE HAND. ONS, COY57RUCTON H.C. HOLLOW CORE PAIL. PANE. i COA T. CONTINUOUS HLL AL. HOLLOW MET PR PAR UNE. UNFINISHED•. 20.CABINETRY FABRICATOR TO FIELD VERIFY ALL DIMENSIONS,COEWRATCAS(w/OVER).A VERIFY THEY ARE COMM CONTRACTOR N/C HAND/CAPPED PREFAB. PREFABRICATED UR URNµ LL Al POSSESS.OF LATEST SET OF DRAWINGS PRIOR TO THE COMMENCEMENT OF ANY WORN ON THIS PROJECT. CIR. COUNTER H. HARDWARE PST POUNDS PER SQUARE FOOT ili �•��., MERE PROBLEMS OR DISCREPANCIES ARE ENCOUNTERED,THE FABRICATOR SHALL NOTIFY THE ARCHITECT,A CT.. COUNTERS.K H/T. HEIGHT PS POUNDS DERPARE R S INC: V.B. VAPOR BARRIER rig ,1°J ACTING,&ALLOW THREE WORKING DAYS FOR AN AMIABLE SOLUT(XL W COPPER HOR HORIZONTAL PT. PORT VLF. VERIFY IN FED Ce p y i C.W. COLD WATER HTR HEATER PIN. PARNTED VCT VINYL CCFP09RON TILE 29.ALL REWIRED EATS SHALL BE('FDA ABLE FROM THE INTERIOR AT THE USE OF A NET,SPECIAL EFFORT, HVAC ..INC.VENTRATING A PEN. PARTITION VER?. VERTCA: 'O CR SPECIAL KROYILED(F.ALL REQUIRED DOT SIGNS STALL HAVE LETTERS S.TEN.CONTRACTOR SHALL INSTALL a PENNY AR CONDITIONNC PVC POLYVWYL0.0ROE VEST. vESIIDULE C 1 COT SONS AT LOCATORS INDICATED ON PLANS D.F. DRINKING FOUNTAIN Hw HOT WATER PYRE, PLOWED D.G DECOMPOSED CAM. TER W/C WA CLOSET DATE: - � 3Q FIRE EXTWW19EQRS SHALL BE FRONDED PIA QUART,.WNITY A LOCATION AS REWIRED BY LOCAL FIRE D.P. DAMP PROOFING ID. tn.NAMES. Q.T. QUARRY TILE WOW MNDOW ? '0 Y° DEPARTMENT AND/OR GOYFRAWG FIRE PROTECTOR AGENCY(TENANT TO PROVIDE AT TIME CF OCCUPANCY) INSIDE EXT D.S. DOWN SPOUT I.F. FACE OTY. QUANTITY W.N. WATER HEATER SCALE AS NOTED W WHERE ACCEPTABLE.A RECESSED INSTALLATION SHALL BE USED.FRE NORSHERS SHALL BE 2AICBC RATEDDiv, DISHWASHER ID IDENTIFICATION WP WEATHER PROOF . 0 o T (U.N.D).MAXIMUM TRAWL DISTANCE TO AN EXTINOASHER SHALL NOT EXCEED 75 FEE.SEE FLOOR PANS FOR ee DEOME N.Pr' W00(ES) R. RISER(S) MR WATER RESSTANT/RESSYVE DWG.BY: ot2 I- .3 EXTINGUISHER LOCATI NS.EXTINGUISHERS SHALL BEAR A SERVICE TAG&SHALL BE BRACKET MOUNTED SO D. DOUBLE RUT- INCLUDE.N0.U9W I or RAD. RADIUS wt. WEIGHT C : THAT THE TOP OF THE EXIINGRSHER IS NO RICHER THAN FOUR FEET A.F.F. DEMO mown. NSA Ma.. R.D. ROOF DRAM N/ MTH JOB: 832.2-02 L- pp 31.ALL TOILET ROOMS SHALL HAVE A MRYMUM OF FOUR COMPLETE VOIIMETRIC AR CHANCES PER HOUR.ATTIC OIA a• DIAMETER• i A DUG DIAGONAL HT. NTTJtlOR INV. IkNR R0. ROUGH OPENING T R.O.W.orR/A w/o WITHOUT C1T OF WAY ID. WOOD SHEET NO.: • - SEPARATIONS AS REQARED BY GOVERNING AGENCIES SHALL BE FRONDED WHETHER MENCATED ON THESE ON OWIENS. RD. ROUND MU. WROUGHT RON PLANS OR NOT. Om. DISPERSE RE R J-BUD JUNCTION BOX F. REFRIGERATOR INC "rune'ME FA9RIC T-1 TA DEAD LOAD JAR JANITOR REFER. REFERENCE - Ott DOWN JCT JUNCTION REG. REGISTER YD YARD OF - SHEETS �F ra I et t, la _ SYMBOL KEY 0 NOTES O REVISIONS NOTE: -, i 59'-4' ALL EXTERIOR SIGNS •s , WALL TYPE SECTION MARKER-SEE WALL --' HIDDEN ABOVE/BELOUI L DASFED LINES INDICATES THE LOCATION OF / REQUIRE A SEPARATE TYFE SECTIONS:THIS SHEET FUTURE TENANT DEMISING WALLS 8 ' LT4 --- - NOT M CONTRACT SIGN PERMIT AND r, • --- - T 2.TB4x4x3/8 STEEL COUETI-SEE STRUCTURAL r; !2'-0' 0 23'-4` O'! 12'-0' 0`• 0' - CURBS/STAIR/EQUIPMENT 3 L INDICATES WIPER ail POP-OUT•fSASE OF I� '" COMPATIB.LITY W!Tu i (/ B 0.O IS _?, 0 I Tom© 0 (-) ,^,P 3 O O ?,tit i 0. .. `•-.., //, BUILDING ARCHITECTURE. STRUCTURAL COLUMNTRUCTURAL RKER-SEE AWINGS / • ,, b \Vr/ i•4� I '-. UZ I///////// CMt!BLOCK WALLS EXT.WALL-SEE EXT.ELEVATIONSAECTION6 , a Fo.•• --- _ _ _ _ -- , Fo.•• / • .......>:.• [ A COMPREHENSIVE .e I / ! / // / / , / // -r //4 - APPROVED SIGN f TYPICAL STUD WALLS 4_PARTIAL NT.ARCHITECTURAL PILASTER-R'all 8 I e O ••Alligle 1 PACK.ACsE IS REQUIRED s ELECTRICAL PANEL-SEE ELECTR CAL STUCCO FN.-SEE EXT ELEVATIONS t 8EGtION3 v 0 0 �• 0 O _ PRIOR TO ISSUANCE OF W DRAWMGb <I O �� .� 0 9 i r �, -- - TELEPHONE MOWTING BOARD(T719J = �INSULATED WALL 5.STUCCOFUL HT.ARCHITECTURAL EXL PILASTER-le'GN'A1 w/ ANY SIGN PER irs. 0 ?-s -y s:ar.= _..- FINISH-SEE EXi.ELEV6.I SECTIONS ' LMJ ® 1 • cp- / - 5781GTURAL GRID 6-PROVIDE THRESHOLD AS REM,•EM.DOORS fi�p�q� ry1 �y IIIIII_ .. $' i ®@@ AID@ U 15 �p� O Ot J ' ' u v .♦, 1. T.ROOF ACCESS LADDER THATCH-SEE DTL lA O ! ALL DOORS TO BE (I Rl0?E: 8.LOCATION OF AFE6 RISER-REFER TO FIFE I f D THE ARCHITECT ASSUMES THAT v t: ,ILL EXTERIOR SIGNS REQUIRE A SEPARATE PROTECTION DRAWINGS FOR FURTHER INFO. A I OPENABLE FROM THE ± THE CsG.HAS INCLUDED M THEIR a' I SUITE I �p ; ' --- .--, INSIDE WITHOUT USE of d BID THE HIGHEST QUALITY t :4CN PERMIT AND COMPATIBILITY WITH S ELECTRICAL PANEL-SEE ELECTRIC PLANS S: w / I KNOWLEDGE SPECIAL KEY OR d PURPOSE OF REGREATEST IITY FOR THE 6OLVING ANY v Eit11LDING ARCHITECTURE. i .-+� -.`�', ,l COMPREHENSIVE APPROVED SIGN PACKAGE 10-ROOM NUMBER-SEE FINISH SCHEDULE © .w� 0 1,35i.26 S.F. GROSS p n�r...� _ _<r., DOCUMENT t THE cONSTtaIctlGN - II NEW PLU BNG FIXTURE-SEE PLII 1BING PLAN S r t: I. '-�"- CONFLICTS I THE ARE IMPLIED 15 REQUIRED PRIOR TO ISSUANCE OF ANY SIGN :,,LPEA 4,t� PERMITS. a,ur TYP.3 I 11001 / r' OR HERETOFORE UNDEFfNJED. y -. +u0• r,e o le -ast,,,s,,,I.eA, I.W.. _ . '''. - !2.TELEPHONE MOUNTING 80.(TMBI-SEE ELEC. t t0S, ADA CLEAR FLOOR • j O _ _ I3.HOSE BIBS-IN SECURE BOX AS REDID CEM. �f� BIBB6.,•24'APF:SEE PLUMBING PLAN 0 ' -. 1- 0 • SPACE REQUIREMENTS �., A /4 �.' i THE ARCHITECT AbEU•1E5 THAT THE GENERAL u.LOCATION FOR EL EC.SERVICE ENTRY SECTION- �i - g*' f} - _� O Tom?- I NOTE: CONTRACTOR HAS INCLUDED M THEIR BID THE REFER TO ELECTRICAL DRAWINGS U E \• 0 TYP.(�,I- I ALL REFERENCES REFER TO ADA HKaFEST QUALITY AND GREATEST QUANTITY FOR :,,.../E.'WR GYP.BOARD SHALL BE USED•EVERY �, �J HANDBOOK(!992)APPENDIX B: THE PURPOSE of RESOLYNG ANY CONFLICTS M A_L WITHIN A 4'-0'RADIUS OF ALL PLUMBING 15.INDICATES ANTICIPATED rr'YPANCY TYPE- (480)968-6282 i- 'ADA.ACCESSIBILITY GUIDELINES' THE CONSTRUCTION DOCUMENTS WHICH ARE IXTURES,DRINKING FOUNTAINS,ETC. SEE PROJECT DATA ENT.T-1 FAX 968-5434 T Sn AA / 0 0 / 'G' I1 / /' OR GABO/ANSI AITI.1-1992 UNLESS IMPLIED OR I-1ERETOFORE I14DEFINED. y,4 - 16.prr.F OF SOFFIT ABOVE-SEE REF.GLG.PLAN I: - - -- - -- - - - � NOTED OTHERWISE. _ - -_ - ---1.- , i i 4 , -. -_ ---- --- ---- --- ---- y -- --- -- - -- -- ---- -- ---- --- ( ) c rt.PROVIDE DOMESTIC BACIffLOIu PREVENTION \ v O II \2/ / 30'x48'®DRINKI*:Cs,pUNTAINS- ' I O v I tJ SCTN.4.!5 t FIG.21 ABOVE TOILET ROOM.PROVIDE EMERGENCY m o^ W OTYP- 2 ON' i PROVIDE SIGNALS ABOVE INSIDE OF 1:::1 � y i �Q m 60'x54'•FWD,APPROACH/PULL MAN EXIT DOORS STATING'THIST�BEHIND DOOR m47 SIDE DR-SGTN.4.13 A FIG-25(a)PULLDOOR TO rE!'IAIN uNLOGKED DIJRNGA S OF STR ICt-GRIP_SEE STRUCTNSAL PLANSLNaa • 41% '� ALL CONTROLS.OPERATING MEGHAN18M8 AlND REGULAR BUSINESS FLOURS' •' q 8 O/ 4B'x48'•FWD.APPROACH/PUSH PROACH/PUSH SIDE -° i ID HARDWARE INTENDED FOR OPERATION BY _ ,.a,,. ,, ,,,,„�„ IS.INSTALL TRANSITION STRIP AS REQ'D•CHANGE o 9 �', 0 �\ ! DOOR-SCTT�4�3 t FIG.25(8)PUSH (rI pgpUT-INCLUDING SWITCHES THAT CONTROL = OF BOOR MAIL-SEE FINISH SCIAD:THIS 6HT. a u} O ®,! ID ' L 5'-0•MIN.REQ'D TURNING RADIUS- LIGHTING,VENTILATION,AND ELEC.CONVENIENCE ?I m 'f�% SCTN 4�3 t FIG.3 la) OUTLETS-M ACCESSIBLE SPACES,ALONG 20.ROOF DRAM t OVEI�FLOIW LEADER-ATTACHED m w o 0 TO WALL-SEE ROOF PLAN a DETAIL 2/3 o E; / I+�/- ACCESSIBLE ROUTES,OR AS A PART OF Aw c H o /� ��a�ge9 305,48'•LAVATORIES-SECTION 4-19 t u' / ••� I� FIGURE 32 ACCESSIBLE ELEMENTS SHALL BE ACCESSIBLE. 5/8'W.R'sYPSUM BOARD m v e, n, I / AS! OPERATION OF CONTROLS SHALL NOT REQUIRE SHALL B_USED•EVERY 2L BRACKET MOUNTED FIRE EXTMGUISI-ER 4A I. m .o [ WI ® -3,` - I 30'x48'•URINALS-SCTN.4.18(NO PINCHING,TIGHT GRASPING OR TWISTING OF THE WALL WIT-III A 4'-0'RADIUS • 405C TYPE 2-INSTALL ACCORDING TO GORE - P; A I SUITE 2 - 7. .-�• �•6 © FIGURE PROVIDED IN ADAAG) LUTIST AND SHALL BE OPERABLE WItH ONE HAND OF ALL F'LLO IBING FIXTURES, U u', A - ® �� 19'x60`•FLR MID.TOILET-ANSI: DRINKINCI FOUNTAINS,ETC. 22.4'REINF.CO' SLAB OVER 2'FREE DRAINING e` © 1294.28 S.F. GROSS o -: x �., .-„ m t N •1 --' # \ + I I SCTN.4.112 t FIG-194-112 .. _ CONC.SAND OVER VAPOR BARRIER OVER �§ a + - ©I GRAVEL BASE RECOMMENDED IN THE SOLSII0,-_ .� REPORT. L E <y; FEMALE ©:' `\ p0 d I ROOM FINISH SCHEDULE ® F F. a 0 r'• TOILET ,,.P. i 0,I . I -- © 0\ F NO. NAME FLOORS BASE WALLS CEILING 11.1k$ l $r V' l/ I IDdI It- mI �y' J 1' -��•rOrrP I �' / (i i TwCALL FOR THE BLUE STASESo WORKING DAY'S BEFORE YOU OIe ---- - T - r i I i •I i u 1 I O4 A , • m m A 263-I100 0H z ► �1111$ Ii I m'u.Q ; �'�;f i /////// S FM.FL291B.11• 15 ! W 1 P. LWyU Q '� QQ 1 i , O.Ili,' A © / < lyi BLUE S7ANES CENTER NORTH U I¢I I I ! g 13[ II mF €o r CALLCOLLECT I!EBT EAST I ItNI iii1 '~ I ig! I._�' ToItET I (7) ' 8i0i i �, } i -;� ajW`, s i'. �" , D@@MPAGIINI1 5«,TH I a m W = _ . r051 ©`, '/ s I uIW i �IQ �! I I�i3 j�' a �lai�i I�� 1I:� .. t/.� IVI� iIO iZi OY! o I( �dr rp ,9Im 7Iiiai 4i: mp II n ,:I I . U 0 / 0'T` �© I �1� I I09 SUITE I i• --- 1 V/ V P I •I SIR G c - ���i►�'H i ' u 0 1! O �` TYP. S i TE 3 'i. 101 SUITE 2 --- !• • ( ./,''' •A _ I I• tt bTR (} A A A 102 SUITE 3 • 1 ' 1,294.2 S.F. GRoss i•i •1 i 1 � 1 •1 I sTR m 5! .�. 21 B 103 SUITE 4 --- 1•i I I I .♦ ! - • C HIP• I I •1 1 SIR _ fI I I / // 104 FET^•ALE TOILET •1 I j•I I �A.�`'��Yri ••I 1 T"m' ., 5 5 105 MALE TOILET • I•I ! r Leal I •r I T_®. m I' '� O E/ TYP.6 O� I i O 45) 106 EQUIPMENT ROOM 1 I• I 1+--I}-• •; ( •fl���'j QI •i bTR 3 ;i W 101 EQUIPMENT ROOM 2 • I• t I • I �•O�®� I • STR 10 W ® - 6„-. I ! 1i II ! I •I�V��..! I - I J N -A O G I OI WR GYP.BD.M EQUIP.ROOM ONLY REQ'D AT WALLS WITHIN 4'-0'OF FIRE RISER p CC > C�. IT. 7, Nr „,,> - - -- -- --' - - --- - --- --- - (Z �'m ONOT USED. i i W 1 O 2 I Q SEE ALSO-BUILDING SECTIONS:SHEET 5 r p CCI m :t A ® I 4O'SIR'DESIGNATION INDICATES THOSE AREAS WHICH ARE OPEN TO STRUCTURE ABOVE F. 'k $ r" ° s 4 � °gyp A', I O 0 © • 0`; it O fritt r �, 4'S` I 0 I_ii/„ i'TYP.uN.o. Wn i 3 IO OJ /. r A m ;,.1 ,11 PLAN lift �` 1�' �l•':5 I 1'' i. 1'�' r ' E I I/ EQUIPMENT D@NPAID@V� S ITS 4 22 / �' � 10 1Ili. • J.I� !�` W N TYP. y' ROOM 2 �• JLIJ a �, i� �I �► I06 O 1,295.63 S.F. GROSS O O e I'� f I Ma 0 i p ALL DIMS } c 1 TYP. ® _ ALL DINS -: " ® O / O ill 1 A GIVEN FROM GIVEN FROM II5; W "> I ' ALL FACE - s O mol EQUIPMENT �Q T OUTSIDE FAGS L./ if .� i� p� Tj� 10 �" OF b UDS OF CMJ WALLS .. �'I/7` • W II Roots { 04' I TYP. iL0 I'/ f 0`O > I1011 4)• t, m a �� '.•�%% , _ I GE ▪ II �... �_� O O j, 0 0 O O , _ B Glt,o/12' B GY1Uo/0 NERAL NOTES ' ,I Fq.•' F I-' - / -� - /l - -- !Fv..0 BASIC STUD STUD WALL w/ PLUMBING WALL w/ CMU BASE Er BASE•SA 8'OIU WALL of 8'CMU WALL WALL w/4' I.PAINT ALL EXPOSED UNFINISHED METALS PER - "t 1+ \ O !� . 4!4 ' 4 . •DIO x r WALL • D BATTS SOUND BATTS w/'Z'FURRING 10'CMU o/R' R'TN<PLASTER •STOREFRONT MIN.LAYER SPECIFICATIONS-VERIFY COLOR u✓OWNER .• �v 1•,'/ O A / _ 0 i. p�1 e!1/2'RICs INSUL. Oil BASE•5B IF NOT SPECIFIED. O ao ` 4-0' r-_0 12'-0' 4 r•_0 0 4 12'0'\�q// 4 r'_0 0 '-0 12'-0' 4 I•-0 '-4'1,- TYP. GATT INSUL. 4 '• �tt Jr. A" SECTION 6EG I ARE TO FACE CF m _ 13 29'-8' i�7Y'P. I9'-8' I I-!?K- SECTION SECTION SECTION T 2.rg�ElrR�IJB(Itl DIMENSIONS CMI,F.O.STUDS,ETC.). �r - STIQN SECTION SECTION a NOTED OTHERWISE O O O O O \ 3.KEEP ALL EXPOSED PLUMBING t CONDUIT LINES O 1 2 3 4 5 i✓ O OIMMO 59'-4' !, AT LEAST 6'ABOVE FINISHED FLOOR ev t g •{ P •mt'o 1 e �A•L Mal AN � �.� _ELAN_ PLAN 4.PROVIDE ANCHORS,BOLTS I OTHER NEC EIRARY °O 0 D \ \\\MOM / FASTENERS I BLOCKING AS REQUIRED I ATTACH O \�\�\\< `\\ // ACCE560RfES SECURELY TO W14UC7PARTITIONS m \ • / M LOC:ATfONS AB SHOWN OR REQtUIRED. CC Y. VERIFY ALL OPfONS r 5.PROVIDE FIRE EXTINIGUISHERS AS REQUIRED BY ALL DIMENSIONS ARE TO BE VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION.THE w/OWNER PRIOR TO t / LOCAL FIRE DEPARTMENT.MIN INSTALLATION DESIGNER IS TO BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES,AND BE ALLOWED / TO INCLUDE ALL EXTINGUISHERS SHOWN ON PLAN. DATE: - THREE WORKING DAYS TO REVISE AND/OR CORRECT SAME.THE DESIGNER ASSUMES NO �T WORK' SCALE: AS NOTED I. LIABILITY FOR FIELD CORRECTIONS OR INTERPRETATION OR FOR CONSTRUCTION FAULTS - - . _ .x•.• W A I-L_ T YPE S DWG.BY:. ot3 RESULTING FROM SAME. JOB- 832 2-02 o SCALE:NTS. I COIMENSIONECP FLOOR PLAN SHEET NO.: w `I! NOTE: STUD WALL DIMENSION IS GIVEN AS A TYPICAL DIMENSION SEE STUD SCHEDULE:DETAIL 23/A-3 TO VERIFY ACTUAL SIZE OF STUD REQUIRED !WILDING AREAS: 4,555-92 6F.NET,5J62D1 SF.GROSS,4.4233I SF.BLDG.FOOTPRINT SCALE:3/16'.1'-0' s IN A GIVEN WALL-ADJUST ALL DIMENSIONING AS REQUIRED.SEE METAL STUD CONNECTION DETAIL 23/A-3 FOR OTHER PIETIES INFO INCLUDING -- E I SPACING,GAGE,ALLOWABLE HEIGHT,BRACING,ETC.SEE ALSO STRUCTURAL DETAILS,WALL AND BUILDING SECTIONS FOR FURTI-ER CLARIFICATION. i a 1 ' OF - SHEETS ARCHITECTURAL TEAM THREE Vx(460)96e-6282 Fz(480)968-5434 E-MAIL:ARCHTEAM3/AoL.cOM X.\AT3 CURRENT Jon\032 BIG 0-ORO VALEy\WDs1832.2 RETAIL BLDG\832.2-07EL.DWG PLOTTEO BY But, LAraur MODEL LAST SAVED:06/12/2003 2:07en .....w...0 -Z.= co......... ....n...a...ra,.....rc.....,:.... ...7.7.......,.7.::: ..:,-,Z;7...:........,:...=,",:...a...,.......,a. .e....o....�s-""'. ,...... . 00c:x....e�....."":'- ....:.n.. u ..........,. 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Ifs 1 _ I Eon-) rn MI Q 1_ii -4 it-9 N ip -� <> nAb '1°6 "--- -- .7 ii) r mg ® e�__ S E-,6_, Q' i-4---ba( U 41..e1-"slr ,L < , c) Iv I Ili I 0 , ..,,,__ 23,0' )1, hI ,i,i-) . i il I% 401k .. ,I. yr.-., ca,r, Z ili,' RI' r. >-0 0 q lair 141, ,• •611 (a) AVM OV O TI_1 _ ,,,p oil 6,1 ii."ice "soil in ,!,,✓ 0 0 •I ..�.■ies ($f r' 1r- Wit Di � inor iipl ___ ...:% ‘ All t?,_.j rei - _ 13.1 aial 0t ; :amos rn / Jl ,.-, 0 Pilo co 5'''' r i'l. -?., r , 1‘.1 _ , ams, 31 e i,. ., to 4.1' iii r® �flw 1 oN ��ll_ - � p fa i i.�l .eildi�p I'II ta,!I ZI 0 (,1-) miro ",4, ,i 4- 7, !�III It1II, I l/ "< op O © "� ® �a . , 10.1) 13 r-- 0 1 70 1 1 ''gm" I` °r tt 1 ' 23-0' +!, Z ai y�: 1N 1: Z CD i1c�®—°C acloic 01.46) a a. a 1 ur - r_..ewea 0ifi 4� p �p I °` a iFAP6 ii12 2. gA. -A :t; m 6 IS gl ti 0 gi i ? m 4 4 A -'8' II< 14) g61 E64 i q t i ,- rgil p-. 4 @ iR P1p. 0 g63;0""i i 3 z % fRti al § o O22 i -. gD N P �O -r 6 gglt P k gA/Cimt ill M A 2;111s' iv'; Fl , , 1,16.1Ei 1-41i it imm 4 ; 2 z.. rn—i X 1 6! i i !Jr.li Fqii it flg ti g.. . = p 1 . . . 0- 1 T M g iiii!, tii o ms RETAIL SHELL BUILDING K e�ntnieE,o���®, team Po��9 €� ,�o N � 821 youth forty-alghlh street, suite 101 °`�' x� �� _ u Z ORACLE RD tempo arizonfl B5281 m m Nrj d Z m N ORO VALLEY ARIZONA U m ' ' ''9' \ Li) NN O P r� 0 , = , _*d.... ,..., FRAZEE POWDER. COAT: TO MATCH 11:3ESERT FAWN' riRAZEE 'COPPER 4Se72221"1 CAN'rON #1556 N pr.,, :;'.,* ',.. , , . , • ., .- • , -'2 '.%:?. I t.,;;:, ,,,, ,,,,,.. A.i.,".lititiati.N'' ,! ,,-S1,:;.; ...,;•‘.,' "s', 4!„4".:77L:f•I 'ief',,,'' , ' ' , ' '-' ,..V0:,: ::,..:;;',..;*'-.7.r 7.,:A.,414-,.,n,-.12-.7.«::.: -^ttrnIA;.1,1`..7.1`ee 'it, 'k",aim iii em a ay EN se in 11411111111111 11111,1111111111,,.,' ,-" 1111111111111 Rd ei as ari aw or oft um ma 3111616411111111 ;--' ';',:•`:,:.' ,-.`•*' .4,:.' ,- ",,, 1 -n..... ,.-4, 7111111MX2=11111117•4 ; .2 33:.! 0 1 4 g -..g,'" 10 a PO. .... ,,,-.......... • ci. 'I't )/; ":4E'.3.511;42;77724.'""'"""' :` 1,rir A il ' 1-4:i §lig 1 ''';-' - .,,,-. , -....:„.".• ,i ? if, 1,.;",,,A 7.1-:.-.1,1:;- • j ,. A-...7 -•.- t iT*1 -'.!'•7-4.7.." :01- t '-', - ' ; • 7,- ,-..- -.,,,, ,4,. , , - ..., -,....,,,, -....:; i., •, FRAZEE SU1 .LITE 55'1.,I TFACE FRAZEE 'BURNT COF'PER' I NTE6R.AL COLOR- 'PALI...IN& LEAr' #,S555I? HARVEST BROWN #BI 66 #52 a 4r7 PROJECT: E316 0 TIRES $ IN-LINE RETAIL TRAcKiiNG #. ORO VALLEY: .... Loc,---ATooN: ORACLE RD.; ORO VALLEY architectural tern three arahltootune pionning wi 40 DRAWN BY: ot 5 DATE: 14 JANUARY 03 021 vault forty-641Mb *frost sulte 101 tempo artanna 85281 al a 1 i SCALE: N.T.5. (0,123 Rh: 532-.02 '6 Pit 4. r4 - , 1,,LLEYTM^^41R/ TOWN OF ORO VALLEY Q°6) :02 COMMUNITY DEVELOPMENT DEPARTMENT O m Planning and Zoning • Building Safety 11000 N.La Canada Drive,Oro Valley,AZ 85737•(520)229-4800•Fax(520)742-1022 0,, Oro Valley Public Library At 1305 W.Naranja Drive,Oro Valley,AZ 85737• (520)229-5300•Fax(520)229-5319 vini - Parks and Recreation SUN DEO'\9 680 W.Calle Concordia,Oro Valley,AZ 85737•(520)229-5050•Fax(520)797-2202 April 2,2004 Mr.Mike Jewett Big 0 Center,L.P. c/o 6627 North Thorneydale Road Marana,AZ 85741 Fax: (520)544-9100 Re: Change to Paint Color on the Rear Building,Big 0 Tire,OV13-03-02 Parcel No. 220-08-OO1J. Dear Mr.Jewett: Regardless of the color call-outs on the plans,the colors for the rear building that were approved by the Town are identical to those used for the Big 0 Tire Store. Please inform your contractor and modify the working plans accordingly. If you have any questions,please feel free to contact me. Sinc ly, 4 ios,L B dine,AICP Planni and Zoning Administrator c: Shirley Gay,Dee Widero F:\OV\OV12\2002\0V12-02-19\DP\Correspondence\2nd in-lieu fee revision.doc www.townoforovalley.com MINUTES OF THE ORO VALLEY DEVELOPMENT REVIEW BOARD MEETING TUESDAY, MARCH 11, 2003 ORO VALLEY COUNCIL CHAMBERS 11,000 N. LA CANADA DRIVE REGULAR MEETING CALL TO ORDER: 6:00 p.m. ROLL CALL: Present Jim Vogelsberg, Chair Clark Reddin,Member Richard Feinberg, Member Al Kunisch,Member Jeff Weatherford,Member Mary Caswell, Member Absent Nancy Mager, Vice Chair Others Present: Bayer Vella, Senior Planner David Ronquillo, Planner I Thomas Keiran,Planner I Kristina Curry, Secretary II REVIEW AND APPROVAL OF FEBRUARY 11, 2003 DEVELOPMENT REVIEW BOARD MINUTES Minutes were approved as submitted. CONSENT AGENDA A. OV13-03-07; NEIL MURPHY, REPRESENTING GEORGE AND DONNA DORNBUSCH, REQUESTS ARCHITECTURAL APPROVAL FOR A CUSTOM HOME TO BE LOCATED AT 1978 E. PALISADES ROAD, ONE MILE EAST FROM THE INTERSECTION OF FIRST AVENUE AND PALISADES ROAD, PARCEL #22004008M Architectural elevations have been submitted for a custom home. B. OV13-03-08; OWNER / APPLICANT MARGARET DICKERSON REQUESTS 3/11/2003 Development Review Board Minutes Page 2 ARCHITECTURAL APPROVAL FOR A CUSTOM HOME TO BE LOCATED AT 11550 N. PALMETTO DUNES AVE., CANADA HILLS VILLAGE 15 SUBDIVISION, LOT 6; PARCEL 224100100. The proposed single story home includes 2,040 SF of livable space and 3,057 total SF under roof. Motion: Moved, seconded (Kunisch/Caswell) and carried by a 6-0 vote to approve Consent Agenda Items A and B and to pull Item C to the Regular Agenda. REGULAR AGENDA C. OV13-03-09; TROY WILLIAMS, REPRESENTING JERRY AND JOANN MICHEALSEN, REQUESTS ARCHITECTURAL APPROVAL FOR A CUSTOM HOME TO BE LOCATED AT 752 W. BRIGHT CANYON DRIVE, RANCHO VISTOSO NEIGHBORHOOD 11 PARCELS H & N AND NEIGHBORHOOD 13 PARCEL F SUBDIVISION, LOT 39; PARCEL 219191310. The proposed single story home includes 4,700 SF of livable area, 1,140 SF garage and storage area, and 1,227 SF of porches for a total of 7,067 SF under roof. Planning Staff found that the architecture proposed is compatible with other houses in this subdivision and complies with the OVZCR, the Rancho Vistoso PAD, and the General Plan. As such, they recommended approval of this request, subject to the conditions in Exhibit A. Member Feinberg questioned the appropriateness of building a large house on a small lot with small setbacks. He voiced concern that the setback dimensions weren't increased proportionately, reducing the aesthetic quality of the neighborhood. Bayer Vella noted that the applicant meets the zoning code requirements for setbacks. MOTION: Moved, seconded (Feinberg/Reddin) and carried by a 6-0 vote to approve OV13-03-09 with conditions listed in Exhibit A. Staff Conditions: 1. A wall to provide visual screening and noise mitigation shall enclose ground-mounted mechanical equipment. 2. Any vents and chimneys must terminate per manufacturer listing and are subject to review by Planning and Zoning and the Town Building Official. 3. All windows shall utilize pop-outs or be recessed on all sides, except under porches. 4. The walls must be painted Earth-tone colors that match the immediate surroundings. 1. OV13-03-002; ARCHITECTURAL TEAM THREE, REPRESENTING COMMERCIAL F:\Minutes\DRB\2003\March 11,2003 minutes.doc Approved 4/8/03 3/11/2003 Development Review Board Minutes Page 3 DEVELOPMENT PROPERTIES, INC. REQUESTS ARCHITECTURAL APPROVAL FOR BOTH COMMERCIAL BUILDINGS TO BE LOCATED IN THE ROONEY RANCH PLANNED AREA DEVELOPMENT AREA B, NORTHEAST OF THE HOME DEPOT, PARCEL 22008001J. Thomas Keiran introduced the staff report into the record. Staff amended its recommendation to approve without additional review, deleting conditions 1 & 2 of Exhibit A, and adding a condition for the applicant to submit five 11 x 17 copies and one full-scale copy of the revised plan as submitted at the March 11 DRB meeting. Member Feinberg commented on the brilliance of the accent color to be used on the horizontal banding. Bill Hunns explained that the accent color in question would only be used on the window framing. Member Feinberg also inquired if the driveway into the development would be called "La Reserve Drive". Thomas Keiran answered that it would be referred to as a private drive. Lastly, Member Feinberg directed attention to the fact that the women's and men's restroom facilities were to be in different retail shops. Thomas Keiran reminded the Board that it was unknown at this time how many tenants would occupy the facility. He emphasized that the interior elements would be addressed by the Building Safety Commercial Plans Examiner before tenant occupancy. ,(r/ MOTION: Moved, seconded (Kunisch/Feinberg) and carried by a 6-0 vote to approve OV13-03- 002 with conditions 1 & 2 of Exhibit A deleted, and a condition added for a submittal of five 11 x17 copies and one full-scale copy of the revised plan as submitted at the March 11th DRB meeting. 2. OV6-01-06; THE ACACIA GROUP, REPRESENTING LAKE & COBB PLC, REQUESTS APPROVAL OF A LANDSCAPE PLAN FOR A CRICKET COMMUNICATIONS FACILITY; LOCATED ON THE NORTHWEST CORNER OF ORACLE ROAD AND EL CONQUISTADOR WAY David Ronquillo introduced the staff report into the record. Staff recommended approval of the landscape plan for the Cricket Communications facility with no added conditions. Member Reddin wondered why the slope leading up to the developed area would be left sparsely vegetated. David Ronquillo stressed that staff's focus was to screen the ground equipment from the adjacent properties. Bayer Vella noted that the landscape code is set up to apply landscaping only to areas that are disturbed by development. Additionally, he stated that landscape buffers would not be applicable in this case, as the slope is in the right of way, and that the right of way would be disturbed again for road widening within a few years. Bayer Vella asked the landscape architect if he had considered hydro seeding the slope; Member Weatherford inquired as to the steepness of the slope, and whether hydro seeding would be likely to take. John Huckle answered that the slope is very steep, approximately 1 to 1, and very sandy. He explained F:\Minutes\DRB\2003\March 11,2003 minutes.doc Approved 4/8/03 3/11/2003 Development Review Board Minutes Page 4 that hydro seeding had been considered, but he could not guarantee that it would take, nor answer as to its cost or long term benefit. MOTION: Moved, seconded (Weatherford/Caswell) and carried by a 6-0 vote to approve OV6- 01-06. 3. DISCUSSION REGARDING THE RIPARIAN HABITAT ORDINANCE Bayer Vella presented an overview of the Riparian Habitat Ordinance. He explained the difference between the original map, adopted in 1995, and the current map used, which added 711 acres of Riparian Area. Additionally, he recounted the steps an applicant must take if encroachment into the Riparian Area is requested. The Development Review Board becomes involved if the applicant appeals the Planning & Zoning Administrator's decision. Discussion included criteria for revegetation, quality of land trading, and encroachment by homeowners. Bill Adler, 10720 N. Eagle Eye Place, Oro Valley, emphasized the need for an ordinance regarding Land Trades. STAFF REPORT Bayer Vella reported that Town Council approved a Grading Waiver for the property on the corner of Lambert and La Canada. The developer is required to provide cash to underground all utility lines, as well as build all pads at one time by a certain date. All building permits and signed contracts from users of the pads must be submitted before the grading of the hill on Lambert will be allowed. The hill will have to be resculpted and revegetated per the approved plan of 1999 if all contracts are not brought in by a certain date. Additionally, he advised that the hospital being proposed on Tangerine is likely to come before the Development Review Board within the next few months. ADJOURNMENT MOTION: Moved, seconded (Vogelsberg/Weatherford) and carried by a 6-0 vote to adjourn the March 11, 2003 Development Review Board Meeting at 7:30 PM. Respectfully submitted by, Recording Secretary, Kristina Curry F:\Minutes\DRB\2003\March 11,2003 minutes.doc Approved 4/8/03 TOWN OF ORO VALLEY o40 ` . COMMUNITY DEVELOPMENT DEPARTMENT if VP Planning and Zoning • Building Safety ` 11000 N.La Canada Drive,Oro Valley,AZ 85737•(520)229-4800•Fax(520)742-1022 At- Oro Valley Public Library A. 1305 W.Naranja Drive,Oro Valley,AZ 85737• (520)229-5300•Fax(520)229-5319 A. Parks and Recreation 0UN D EO'Q 680 W.Calle Concordia,Oro Valley,AZ 85737•(520)229-5050•Fax(520)797-2202 Mr. Ed Dunshie Commercial Development Properties, Inc. 3326 East Fairfield Mesa, AZ 85213 FAX: 480.641.9435 RE: OV13-03-002; ARCHITECTURAL TEAM THREE, REPRESENTING COMMERCIAL DEVELOPMENT PROPERTIES, INC. REQUESTS ARCHITECTURAL APPROVAL FOR A COMMERCIAL BUILDING TO BE LOCATED IN THE ROONEY RANCH PLANNED AREA DEVELOPMENT AREA B, NORTHEAST OF THE HOME DEPOT, PARCEL 22008001J. Dear Mr. Dunshie: At their regular meeting of March 11, 2003, the Development Review Board unanimously (7-0) approved the architecture for OV13-03-02, the proposed commercial structures to be located in the Rooney Ranch PAD, Parcel 22008001J, subject to the following conditions: 1. The applicant must resubmit one (1) 24 x 36 and five (5) 11 x 17 copies of the elevations that were presented to the DRB on March 11, 2003. Please present this letter when you make your submittal for a building permit. If you have any questions, or if you require a copy of the motion, please phone me at 229-4820. Sincerely, r/11^ t ,fin 1 • Thomas J: Keiran Planner I cc. Dee Widero, Bayer Vella F:\OV\OV 13\2003\13-03-02\Action_Ltr.doe www.townoforovalley.com 4 BEY 9, TOWN OF ORO VALLEY Oho = 'o2 COMMUNITY DEVELOPMENT DEPARTMENT Planning and Zoning • Building Safety to 11000 N.La Canada Drive,Oro Valley,AZ 85737•(520)229-4800•Fax(520)742-1022 A Oro Valley Public Library 1305 W.Naranja Drive,Oro Valley,AZ 85737• (520)229-5300•Fax(520)229-5319 Parks and Recreation "'UN D 680 W.Calle Concordia,Oro Valley,AZ 85737•(520)229-5050•Fax(520)797-2202 July 8,2003 Mr. Bill Hunse Architecture Team Three 621 S. 48th Street, Suite No. 101 Tempe, AZ 85281 Fax: 480. 988-5434 Email: archteam3@aol.com RE: OV 13-03-002; Big 0 Tires Commercial building to be located in the Rooney Ranch Planned Area Development, Area B along Oracle Road, northeast of the Home Depot Store, Parcel No. 220-080-01J. Dear Mr. Hunse: At their regular meeting of March 11, 2003, the Development Review Board unanimously (7-0) approved the architecture, as revised by the Applicant at the March 11, 2003 hearing, for OV13-03-02, with one condition. That condition was that the Applicant shall submit to the Town revised plans and elevations depicting the Project that was presented by the Applicant to the DRB on March 11, 2003. We will need one set of plans on 24 x 36 inch sheets as well as five 11 x 17 inch copies. I checked the approved Development Plan and the only feature that needs to be shown on the Architectural drawings is the five foot tall screen wall that is referenced on Sheet 2 of the Development Plan. Please present this letter when you make your submittal for a building permit or you may submit the revised plans to me in advance so I can check them for consistency with the approved Development Plan. If you have any questions,please feel free to call me at (520) 229-4814 or email me at smontana@orovalley.net. Sincerely, Susana Montana, Planner II C: Ed Dunshie, Commercial Development Properties, Fax: 480.641.9435 TOV, Shirley Gay www.townoforovalley.com JP�LEY � TOWN OF ORO VALLEY COMMUNITY DEVELOPMENT DEPARTMENT 0 � Planning and Zoning • Building Safety 11000 N.La Canada Drive,Oro Valley,AZ 85737•(520)229-4800•Fax(520)742-1022 it& Oro Valley Public Library 1305 W.Naranja Drive,Oro Valley,AZ 85737• (520)229-5300•Fax(520)229-5319 pr Parks and Recreation KICK SUN D ED'" 680 W.Calle Concordia,Oro Valley,AZ 85737•(520)229-5050•Fax(520)797-2202 July 14,2003 Mr. Bill Hunse Architecture Team Three 621 S. 48th Street, Suite No. 101 Tempe, AZ 85281 Fax: 480. 988-5434 Email: archteam3@aol.com RE: OV 13-03-002; Big 0 Tires Commercial building to be located in the Rooney Ranch Planned Area Development, Area B along Oracle Road, northeast of the Home Depot Store, Parcel No. 220-080-01 J. Dear Mr. Hunse: Thank you for your July 9, 2003 submittal of the revised Architecture drawings for the above-referenced project. These drawings reflect the revised elevations which were approved by Town Council at their March 19, 2003 meeting in which they approved the Development Plan for this project, with those revisions. The revisions also reflect the conditions of approval recommended to Town Council by the Development Review Board at their March 11, 2003 hearing. The revised plans (date stamped July 9, 2003 in our OV 13-03-02 file) also show details of the screen wall which appears to adequately and attractively screen views of the service bays from Oracle Road. We thank you for your work on this effort. Please present this letter when you make your submittal for a building permit. If you have any questions, please feel free to call me at(520) 229-4814 or email me at smontana@orovalley.net. Sincerely, Susana Montana, Planner II C: Ed Dunshie, Commercial Development Properties, Fax: 480.641.9435 TOV, Shirley Gay F:\OV\OV 13\2003\13-03-02\Revised Arch complete.doc www.townoforovalley.com