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HomeMy WebLinkAboutOV120605CFebruary 27, 2008 Terrell Thomas Advantech Facility Design Inc. 3280 E. Hemishphere Loop #110 Tucson, AZ 85706 Fax: 806-0914 Re: OV12-06-05C, Request for a development plan revision to reconfigure the dumpster gate area at Ventana Medical Systems. Dear Terrell, Thank you for submitting the proposed revision to the approved development plan for Ventana Medical Systems. Staff has administratively approved the revisions to the dumpster area located adjacent to building 5. In addition, the revised public art location and landscape plan has been approved. If you have any questions, please contact me at 229-4817. Sincerely, David Ronquillo Senior Planner cc: Holly Barnes, 882-3006 \\Comdev\pzi\OV\OV12\2oo6\12-o6-05B , P LEY pip z02� � rEB ,. �OVVt7 Of i �r �pUNDED *lb'TOWN OF ORO VALLEY, PLANNING AND ZONING 0 Va//Oy 11000 N. LA CANADA DRIVE, ORO VALLEY AZ 85737 PHONE: (520) 229-4800 FAX: (520) 742-1022 www.townoforoval ley.com APPLICATION FORM OV Case # (Office Use Only): Q V / - CLa - O S� Application Type: Revised Development Plan A. Project Manager/Developer Name: Terrell Thomas Firm: Advantech Facility Design, Inc Address: 3280 E Hemisphere Loop #110 City: Tucson State: AZ Zip: 85706 Telephone: 520.806.0903 Fax: 520.806.0914 Email: tthomas(a)advantechae.com B. Property Owner (s), if more than one owner, attach list Name: Ventana Medical Systems, Inc Firm: Address: 1910 Innovation Park Drive City: Oro Valley State: AZ Zip: 85737 Telephone: Fax: Email: C. Subject Property Parcel/Tax Code: d 19 Legal Description/Property Address: 1910 Innovation Park Drive Area of property: 17+ Acres Existing Zoning: C P 2 Proposed Zoning: No Change Is Proposed Zoning in conformance with General Plan designation? [ ] N/A [ X] Yes [ ] No General Plan Designation: Technical Park Existing Land Use: Proposed Land Use: No Change D. Previous Applications Relating To This Property OV8- OV9- OV10- OV12- 06-05 06 -0 5,4 E. Reason For Request 06 -415 B Enlarge Dumpster Enclosure OV13- This application is true and correct to the best of my knowledge. I a the owner the a ove described property or have been au horiz d by the owner to make this application. / Date Signature Ventana Medical Systems, Inc. Corporate Headquarters Trash Dumpster Revision OV12-06-05C Development Plan, Revision #2 Engineering Comments, 1st Review David Laws, PE February 26, 2008 Public Works conditionally accepts this revision. The conditions are as follows: 1. Cloud all revisions and identify the changes shown on sheet C1.1 with the appropriate delta symbol. 2. The proposed trash enclosure does not match the existing trash enclosure detail that. is provided on sheet C1.4. Provide a new trash enclosure detail per this revision or match the detail already provided. Also, it should be noted that the existing trash enclosure detail was modified per revision #1.. However, the detail was not clouded or identified with a revision delta and contains numerous dimensional inconsistencies. pw trsh_rev2_1st rvw 022608.doc A i AmwkA��-, 1 9i 11-91,10wi 01 1 T. 0 !, ­ ­ - ­ , - ­ ... - - - -1 ., I - I I ­v Nwl 1w v 9­ 1 %w1.0%j I r-%Ld. II IL- W1 II III-? F 1\\.JVL-\.O 1 11.) F I \al\ OFFICE, WAREHOUSE AND LIGHT MANUFACTURING AND IS PERMITTED IN ACCORDANCE WITH 30 30,29 RANCHO VISTOSO PAD. 6. BUILDING SQUARE FOOTAGE: EXISTING182,400 SF NEW 134,500 SF TOTAL 316,900 SF 7.1 BUILDING HEIGHTS: BUILDING 1 (EXISTING): 30.25' BUILDING 2(EXISTING ): 30.25' BUILDING 3(EXISTING): 30.25' BUILDING 2(NEW EXP.): 35.50' BUILDING 4�NEW: 24.00' BUILDING 5 NEW: 24.00 8. PARKING CALCULATIONS: (0.75 OF TOTAL EMPLOYEES) TOTAL Mt.WUIKtU PARKING /0/ SPACES ZONING: RANCHO VISTOSO PAD CPI EXISTING PARKING (LOT 7) 405 SPACES OFFICE/RESEARCH PARK DEMO PARKING -157 SPACES REMAINING PARKING 248 SPACES UNSUBDIVIDED NEW PARKING (LOT 4) 521 SPACES TOTAL PARKING PROVIDED 769-5PACES HANDICAP SPACES REQUIRED:2% OF TOTAL SPACES TOTAL REQUIRED 16 SPACES (2 VAN) EXISTING: 9 SPACES, (1 VAN) NEW: 7 SPACES,(1 VAN) TOTAL PROVIDED: 16 SPAQES (2 VAN) 40 t BICYCLE SPACES: TOTAL REQUIRED 38 (4-CLASS 1) V, EXISTING: 30 CLASS 1 7 CLASS 11 rr ZONING: RANCHO VISTOSO PAD CPI NEW: 1 CLASS 11 A TOTAL PROVIDED 38 (30 CLASS I. 8 CLASS 11 OFFICE/RESEARCH PARK LA 9. DEVELOPER WILL COVENANT TO HOLD TOWN OF ORO VALLEY, ITS SUCCESSORS AND ASSIGNS LOT HARMLESS IN THE EVENT OF FLOODING. W 4) 10. DRAINAGE WILL NOT BE ALTERED, DISTURBED OR OBSTRUCTED WITHOUT THE APPROVAL OF THE p ORO VALLEY TOWN COUNCIL. 11. BASIS OF BEARING: NORTH 31#52'09" EAST BETWEEN FOUND BRASS CAP SURVEY MONUMENTS ON LOT VISTOSO COMMERCE LOOP AT THE INTERSECTIONS OF VISTOSO COMMERCE LOOP AND VISTOSO COMMERCE PLACE AND THE INTERSECTION OF VISTOSO COMMERCE LOOP AND VISTOSO VILLAGE % DRIVE ACCORDING TO BOOK 54 OF MAPS AND PLATS, PAGE 36 PIMA COUNTY RECORDERS OFFICE. HOLDING THE POSITION OF THE MONUMENT AT THE INTERSECTION OF VISTOSO COMMERCE LOOP ,-SEE NOTE 32 V AND VISTOSO COMMERCE PLACE. ;6 12. BASIS OF ELEVATION: ADOT DATUM BENCHMARK: BRASS DISK IN HEADWALL 70' RIGHT OF cz) co % STATION 710+20.00, US HIGHWAY 80-90. APPROXIMATELY 350SOUTH OF NORTH 1/4 CORNER 6 OF SECTION 5, TOWNSHIP 11 SOUTH, RANGE 14 EAST. SAID ELEVATION BEING: 2688.03. AS SHOWN ON THE PRELIMINARY PLAT BY THE WLB GROUP, JOB NUMBER BEING 185050-A-003-0105. DATED JUNE 21, 1999. THE DATUM IS NAVD-88. 13. THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE IRRIGATION R-40.00 SYSTEM AS LONG AS NECESSARY IN ORDER TO TRANSITION PLANTS OVER 6 7 11 '3 TO NATURAL SOURCES. ANY PLANT MATERIALS THAT DIE FOR ANY REASON, SHALL BE REPLACEE, D=96*07'3 IN ACCORDANCE WITH SECTION 4-213, MAINTENANCE. 0 14. THE PROPERTY OWNER SHALL MAINTAIN ALL PLANTS WITHIN THE BUFFER 6) YARDS TO ENSURE UNOBSTRUCTED VISIBILITY TO MOTORISTS. ALL SHRUBS, ACCENTS, AND EXIST BLDG 1 A GROUNDCOVERS SHALL NOT EXCEED 2 FEET IN HEIGHT. TREES WILL BE MAINTAINED TO ENSURE 4 A-) THAT BRANCHES CANOPY FOLIAGE IS NOT BELOW A HEIGHT OF 6 FEET. X 15. DEVELOPMENT PLANS WILL BE SUBMITTED FOR COMMERCIAL LOTS OR PADS PRIOR TO THE 0SH ET C1.2 ISSUANCE OF ANY PERMITS BY THE TOWN ENGINEER AND/OR BUILDING OFFICIAL. 16. APPROVED IMPROVEMENT PLANS AND APPROVED ASSURANCES WILL ��LOT NOO-09-17' 1,55.43N' BE REQUIRED PRIOR TO ISSUANCE OF GRADING PERMITS. Nbt �-W -SE 17. DRAINAGEWAYS WILL BE CONSTRUCTED ACCORDING TO APPROVED PLANS PRIOR TO THE ISSUANCE 30 791.75' -R=9 �.0011 OF ANY PERMITS FROM THE TOWN ENGINEER AND/OR BUILDING OFFICIAL FOR PARCELS AFFECTED: 71 '31 L=207.73 00000' 2! 0 EXIST THESE PARCELS TO BE IDENTIFIED EITHER BY NUMBER IN NOTE, OR BY OUTLINE ON THE 09.63" HKIQHPr)l inrn D=12*52'01 BLDG 2 NEIGHBOORHOOD 2 COMMERCIAL CENTER LOT 10 m Clerk, - ID hereby c ;A 2-1 Oro Valley, AZ, 0 plan foi� 0 A­- J� c Oro Valley Mayor and-"nci approved 3 Zday ono C7 7- Jay of Dated dkis Oro N�,,! , eyrowp clerk LOT 6 '56, 61 6406 V R=1260.00' L=58.35\ 'E D=02*39'1 2" DEVELOPMENT PLAN. R=25.0 N, =240.00' "I 1NLWHII -18. DRAINAGE SWALES SHOULD BE TREATED AS A LANDSCAPE ELEMENT AND INTEGRATED INTO THE 181.36 L 36.44' -SHF-­ BLDG 22 OVERALL SITE AND PLANTING DESIGNS. '52 D=43*17 D=83"30'3 A b D Itb i 19. DESIGN VEHICLE: WB-40 FOR STREET & ACCESS LANES DESIGN SPEED: 15 MPH LOT 4 EXIST �NEW VISTI.-Pso 20. THE PROPERTY OWNER, HIS SUCCESSORS OR ASSIGNS AGREE TO 1.) KEEP ALL REQUIRED BLDG 3 A -LL) G LANDSCAPED AREAS MAINTAINED IN A WEED FREE, TRASH FREE CONDITION, 2.) REPLACE ANY COA MERCE DEAD PLANT MATERIAL WITHIN 90 DAYS, AND 3.) MAINTAIN THE IRRIGATION SYSTEM IN PROPER PLACS 11 -7 WORKING ORDER. R=240. 0 L=224. 7' z 21. MATERIALS WITHIN SITE VISIBILITY TRIANGLES SHALL BE PLACED SO AS NOT TO INTERFERE WITH A, 'D=53*29'135j1i i VISIBILITY PLANE DESCRIBED BY TWO HORIZONTAL LINES LOCATED 30" AND 72" ABOVE FINISHED I I R=240.00 N E �,N GRADE OF THE 'ROADWAY SURFACE. L=23.72' p c B Lru G 5 K" Lk 22. THERE WILL BE NO FURTHER SUBDIVIDING OR LOT SPLITTING WITHOUT THE WRITTEN APPROVAL OF D=05*3949" loci THE TOWN OF ORO VALLEY. 23. ANY RELOCATION OR MODIFICATION OF EXISTING UTILITIES AND/OR PUBLIC IMPROVEMENTS I J REQUIRED BY THIS PROJECT WILL BE AT NO EXPENSE TO THE PUBLIC. 24. PRIOR TO THE REQUEST FOR RELEASE OF OCCUPANCY PERMITS, AN ENGINEER MUST CERTIFY AS TO THE COMPLETION, FORM, LINE AND SUBSTANTIAL CONFORMANCE TO APPROVED PLANS OF ALL I I PUBLIC AND PRIVATE ROADWAYS, DRAINAGE STRUCTURES AND APPURTENANCES AS SHOWN ON 1r 3 5 7.10' *5 &41 THE DEVELOPMENT PLAN. j I \\ y ��4pU (9)REQUIRED SETBACKS PER PAD FRONT YARD: 25', SIDE YARD: 20', REAR YARD: 30' .THE WATER COMPANY THAT WILL SERVICE THIS DEVELOPMENT IS ORO VALLEY WATER UTILIT , 27. ON - SITE SANITARY SEWERS WILL BE PRIVATE AND WILL BE CONTRUCTED, OPERATED AND ' WATER SG PMAINTAINED ON A PRIVATE BASIS. THE LOCATION AND METHOD OF CONNECTION TO AN EXISTIN*0 PUBLIC SANITARY SEWER IS SUBJECT TO REVIEW AND APPROVAL BY THE PIMA COUNTY PLANT NO.4 WASTEWATER MANAGEMENT DEPARTMENT AT THE TIME OF SUBMITTAL OF PLUMBING OR BUILDING PLANS. 28. ANY WASTEWATER DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM SHALL MEET THE REQUIREMENTS OF THE INDUSTRIAL WASTE ORDINANCE (PIMA COUNTY ORDINANCE 1984-169 AS LOT 8 UNSUBDIVIDED AMENDED). 29. THE APPLICANT IS RESPONSIBLE FOR ALLOCATING 1% OF THE BUILDING CONSTRUCTION COSTS LOT 5 TOWARDS PUBLIC ART. C OF O'S WILL NOT BE RELEASED UNTIL PUBLIC ART IS COMPLETED. \,UNSUBbiVIDED , 30. A TRAFFIC SIGNAL AT RANCHO VISTOSO BLVD. & INNOVATION PARK DRIVE SHALL BE INSTALLED ZONING: RANCHOVISTOSO PAD PER TRAFFIC SIGNAL WARRANT ANALYSIS DV V1TTC'ICnKI P, CCnf'%I TUC INC. nADATEDK1 I 71 OFFICE/RESEARCH PARK C- 2006. j 31 32 31. NO VEHICULAR TRAFFIC SIGNAL WILL BE PERMITTED AT THE INTERSECTION OF INNOVATION PARK TEN PERCENT (10%) OF PARKING SPACES PROVIDED WILL BE RESERVED AND CLEARLY - DRIVE AND VENTANA MEDICAL SYSTEMS, INC. MAIN DRIVEWAY ACCESS. PEDESTRIAN SIGNAL SIGNED FOR CARPOOL PARKING. SYSTEM AS WARRANTED IN THE PEDESTRIAN CROSSING ASSESSMENT STUDY SHALL BE INSTALLED 34. THIS PROJECT HAS 132 PROPOSED AND 141 EXISTING WASTEWATER FIXTURE UNIT AS ALLOWED BY THE TOWN ENGINEER. 31 EQUIVALENTS, PER TABLE 13.20.045(E)(1) IN PIMA COUNTY CODE 13.20.045(E). A FULL TRAFFIC SIGNAL WARRANT ANALYSIS WILL BE CONDUCTED FOR INNOVATION PARK DRIVE 35. MAINTENANCE AND OPERATION OF THE PRIVATE SANITARY SEWER TO ITS POINT OF & VISTOSO VILLAGE DRIVE WHEN REQUIRED BY FUTURE DEVELOPMENT. CONNECTION TO THE PUBLIC SEWER IS THE RESPONSIBILITY OF THE PROPERTY OWNER. 0 ,<ANCHO VISTOSO NEIGHBORHOOD 3 PHASE 1 BOOK 54 PAGE 36 LEGEND FEATURE CONTOUR LINE SECTION LINE PROPERTY LINE AC PAVEMENT CONCRETE CURB CONCRETE SIDEWALK BUILDING EXTERIOR WALL BLOCK WALL WATER OR GAS METER BOX WATER OR GAS VALVE WATERLINE GAS LINE PUBLIC SANITARY SEWER PRIVATE SANITARY SEWER STORM DRAIN - STREET LIGHT FIRE HYDRANT TRAFFIC SIGN, SINGLE POST MANHOLE, SANITARY SEWER CLEAN OUT ELECTRIC TRANSFORMER, PAD MOUNTED CURB CUT PARKING SPArw"E COUNT EASEMENTS DRAINAGE SWALE El 11430 u BMVH)M �cpl LOT OT E111431 I 1429 � 0 z O CPI P' LOT a 15 E 11 7143�2 UNISMwiDimm IS P5 Is PRO*I 0 MSZNEJ08"k1'm) '�S= 56, PAGE 65) A PORTION OF THE SW 1/4 OF SECTION 29, A PORTION OF THE NE 1/4 OF SECTION 31, AND A PORTION OF THE NW 1/4 OF SECTION 32, T11S, R14E, G&SR&M, TOWN OF #RO VALLEY, PIMA COUNTY, ARIZONA. 'TENTANA MEDICAL SYSTEMS 3865 N. BUSINESS CENTER DR. TUCSON, ARIZONA 85705 PHONE (520) 640-6325 7 1- AX (520) 407-9714 SHEET MIOEX COVER SHEET, LEGEND, GENERAL NOTES, AND LOCATION PLAN C1.1 DEVELOPMENT PLAN - SOUTH C1.2 DEVELOPMENT PLAN - NORTH C1.3 SECTIONS & DETAILS C1 .4 DETAILS -3 127 i NEW EXISTING FEATURE NEW EXISTING ------ 40 ------ DRIVING ASILE CROSS -WALK SITE VISIBILITY TRIANGLE___ DEMOLITION AREA ­LZ7 �71 PROJECT GRADING LIMITS M-45W, BRASS CAP MONUMENT DETAIL CROSS-SECTION DETAIL SHEET MATCH EXISTING (ME) T MW OR G OW OR G ---- -- w- -10� G - PUBLIC SD- 24w- reN 0C.O. E3 DEVELOPMENT PLAN F 1-01 R VENITANA MEDICAL 5;7yfSTFM%S-a,, IINC V, CORPORATE HEAL11"OUARTEERS 1-910 lnPark RANCHO VOSTOSO NEICHRORHOOD 3 A PORTION OF THE SW lixt SECTION 299 A PORTION OF '!74E NE '-A C-P--- SECTION 31, AND A PORTION OP -1,7HE N W- I'le �)F SEC Tk 10,41, 325 T1131 R14E, G&SR&- TOW�-102 OF ORO VALLEY PIMA AR�ZONA SK 54, PAGE 36 SCALE: 1"=200' DATE OF ORIGINAL SUBMITTAL: 02/09/06 DATE OF THIS SUBMITTAL: 07/31/06 1-9 Orm Valley Case 1114mm 11' ADVANTECM 9 MACIII-LITY DESIGN 1W MW F- SONW-MME' L t H0, R-cwN A M57 TIM". 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"/ / I � , I , �, � ---' , t, - , �;- - � \ - �i %- � , - F31 EXISTING RIP RAP TO BE REMOVED, REUSE ON -SITE - � , __ , '4FN- -k ­,�f�-� " I . I CO ;0 � 0) C5 __,­u I ­ "", I i I � ,�: " _.'1­1 � ,,, � - 1,�­ I _� � . I I '�, , %*_ C-1, I , 11 v, -, � - -;;� rn I I . -i w, - ,I 7�57r f I I I , � X i �%11', ) � I i 1 I 31 STORM DRAIN PIPE TABLE L 53.2 '� � ­ \ 1, ! , , � " , , . � I PIPE No. LINEAR FEET (FT) SIZE (IN) SLOPE (70) SD-1 I 185 24 0.5 SD-2 185 30 0.5 SD-3 55 36 0.5 SD-4 , 146 36 0.5 SD-5 80 42 0.5 CLVT-1 130 18 2.0 130 1 18 1 2.0 1 I \ I . I I ­­_1­_.._. -��­ r,­;,,-,�,� -,- I Ir Mu 1�,, "I -11 ,3;1 � Ni I t I i '� � 1, , R=52.00 , �, 9 - 77� - � �� I 1, "' , - z'� "I", I f I i I'll i, , ,_ I " �_ I I I � ,� , I ::1 I �_ . __ - ­ 1�, I _� � i I i , � , I I � ; I 4 i --,. - DEMOLISHED. 1, �0 -_ � - ,,, /1, _/ w, \ "_ � " . 1 u ,I �, ,, I 1 , I I I , � - 9,19 � I ,,% I ..... I -_ � I - V 11 ) � 07, ',� -, ,� �A � I i 1 1 f�j � .-I � DRIVE TO BE Z�=56-42 0 1 . I :) `%, - -, ,�,-? , , L \� I ; f "', � ,,, I I, ­ - ; --- `� I � � ' r /4%1 " , 4 , I j I , � ! '� � ; III � , I I I_ -- I " - ­ � - - t , I 5 f I I j i� \ [E] EXISTING TEP ESMT & LINES TO BE RELOCATED. - , I 11 ­��_,___, N I I ' ,,,, I I % I I � I " � . " / I 11 , I I- - ��­ I , " � ,---� �..,.,�----�J,_ __�___ / -`,�­ - , "', NEW BUILDING #5 VjC � , , t ! — ., t 1 41 i , - 1, ""I., , �_ I - - �. " / 6\0 � -­ I I I t I i : � "', \ ,/-, _-�­ ' — , , ; _' I ,� I � " , , 1,� j , .. i T � , . � ­6;Z 1 1 1 \1 "'I" I ­­ � , I -.1 4,98 � 14 ',- � 4.98 1 , � I . I / I 1, :���, �, i� � , I I , % 1, � . I � ­ I V I "� % � i ; I , I \ 11_� I I I , / � i � i . 11 , : , ", " I' �, I I N'�_ k FFE= 1 5. 00 '' \ � k 1, ", I �. I � � I �� 'g I I I 1 6 Lowt I----- ., I I � , � I k I k 1 - , 1! ; , , %, �j 2.73 �, `Ik��,_ -, � %; / � g, 1 �, � �1,�_j � . , I E] EXISTING PARKING AREA TO BE DEMOLISHED. I I � "', o , 1___� = \ - �, , -1, 1, 11 " - � -1 ­ I , I 1 1 , 11I , , � , 1 , � � � 11 ___� --- xl . � " � �, ` 29 1 � " FPE 14-50 � � � ,, " I ;A I I ��_ IN" , 'I, -,-,' 14.5-1 1 �� I � � - '' �If "11,11,1"I __q� 1 "I 11 % � ot� I ,1;��;.l 'I , E] EXISTING FIRE HYDRANT TO BE REMOVED. '\ \ `� 12.50 11 ,__ ---,,' 11 �1_ S.F.=62,600 \ I -1 I I �� . _,� -, � t I , i;�, I 1; I f I, I ,� %. i \ � \ ", :" �_ -1, ,�,, - , , " f / 11 � I � I -1 . I 11 ,� � , � Ls,�'�,' -� � I - /­ \ - "ill I 11 � I . / �11 I I 1�*�, , �� / I I i L �'­ 11'_� t I \ \ ji ri� ,I � I I j " 1, , � , - I -11 1. ,� �, . - I-... % 1�� '/ y , , I, 11 . , 4 , -_ , � I " . "I " C-4, i " , � 11W 111`� , f,'- 1, t �, F8� EXISTING WALL TO BE REMOVED. \ � - t�111 :T V - -,1- , 11 11 z U , I; 1, I " % " " � k 11 k1k V � I, ! I'll � I � I � - �1 ­._�_� ­.- , 11 1 91 "/ I I _� \1 li, ,.V. \ oil 1, I 11 I \ * " � �. � � I I' I 1k, % ; ., , � I 1 i " \, , I I , . 11, , I 't ,��, S _�_ I 1, I I . 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(i'a j/ r„ �. ,J'♦ _ J-;.,._,�_ %, ,� ���A ! t r 7 _rJJ,.. if '/- /»r',' r, r«Y'`v�`_%#. / f Jrrr �00 //- RANCHO VIST080 � ,' .. # d J �i / -ew ,- f} \ � t \ '� \, ' , i _ . i ! _,,., � �"� f JF( r / l -� J f r .• J,, `_ W - 35 207 A PORTMI OF THE SW I A OF SECTION 29,, E OF _ r " � m, �� yam, � � � , 4607-05 rr w J f \ �' R �. , n . _ YRK - _ - ��36 yg «sue �- PIMA COUNTY, ARIZONA 00 _ ©, � � r. � -� � f , SCALE. 1 �- 4®� a o EGTIt� �0 CTi�t+l 29�v � � � r22 �� CONTOUR INTERVAL 1' CT —' -+ / ry S CTi y 31 ;� CTI�i 3 ,__.� _._ �. � X I _D G #2 ''LLI�\ ' _ - �. F \ DATE OF ORIGINAL SUBMITTAL: 02/09/06 f j / rl ,rI / .J \ O /.' _ t 1,_-1-i �'} r- ? rye t /f J rf'' ' J f \J t t FITME_— 1 . �lJ � J / ! � i / . 1 s J rr \ _ r ` ti. —' E-�` DATE OF THIS SUBMITTAL: 07/31/06 ce r f t f l J 1 �\ `� o �— C 6 V ` ` "" `j r Ca {/ r J ; t _ -- 6. w/� / � ! " ! f t. --` `�• `V Gi � `a t ,; � , � — � .i . ;wo Valley , � - - u ii•Q � � � � � 1 i III � I i l�'� � ''I R9TER WITZ 1 � BASIN OUTFLOW SECnON 2 1/2" ASPHALT CONCRETE PAVEMENT 5 " A G G, R E"( BASE COUI `- COMPACTED SUBGRADE STRUCTURAL PVMT THICKNESS = 7 1/2" mm 10 VARIES C-10C At-rn:,ciz PIPPAP m SEE SHEET C1.1 I FOR CURB OPENINS WIDTH 4 '% RB OPENING DETAIL C1.3j NTS mm Z 0 (n 0 < m oo T_ U- C14 0 SEE LANDSCAPE PLANS 6" umm z m U- 91 4: 1 A4Ax A41N (A CC�SS Di 4:1 MAX 2% MIN VICE DR) _�2ff SERVICE mi a 4-1 MAX 2.;ro MIN NE SE"I IRELA N T-S In m a GRAVEL PAVER-, 5" AGGREGATE, BASE COURSE a a `-COMPACTED SUBGRADE STRUCTURAL PVMT THICKNESS = 7 1/2" 3% (A CCE7SS 2" ASPHALT CONCRETE DR VEMENT PA xer, D R-) SE Nog. 1i Us S 2, im OAF por i OAF WA00A 4" AGGREGATE BASE COURSE COMPACTED SUBGRADE N V _U7Ej4, r- E&,55'ZRIVE-f SECDON � 3 j ' TS TYPICAL HANDICAP SIGN VEHICLE OVERHANG AT EACH H.C. SPACE WILL NOT ENCROACH! CURB CUT PEDESTRIAN ACCESS & RAMP 7 7 7,71. C) 3.0 46-qz VARIES 0 z 4-1 MAX m a=j 3: MIN I MA W Of Z 0 27, IVINX I MAX MIN ADVANTECH 31 Ksdsp"m "Ibw 10 TUMNAZOUN 4WO H"Wm,% OM W rejom., iCl a-5718 DW, Opo"_ IN fAt mk 365,01 I w -*IV _?9 � .1- J*x *� F-ff&MWA*I, h 4674I MRST Awp-ml I p"Iff-WIM WO ME, 00,�m 0 0 OL �w04 4 ego&_ z - ZE, 3- DATE DESCRIPTION FFE=2815.00 Z ­v 5x uj FOR GROUND COVER 0 141T PLAN-1111 _j v LOPMENE VA ui AND PLANTINGS 2 0 PARKING WHEEL STOP 0 TYP. m N F/o ALL HANDICAP PARKING-J ANA VENTMEDWALSYSTEMS, INC SPACES SHALL BE 2% 6L COMPACTED SUBGRADE MAX. SLOPE IN ALL CORPORATE 04EAOQUAPTERS AW#N*Mmw- 01"Nomm ELEV=2808.00 DIRECTIONS 8.05 8.0, 8.0, 1 8 5.0] 8. o' MIN. MIN. MIN. MIN. 19-410 lnnvwi�fllct Park 1r,, 344W wi*w_,_,� 10511ACII iN. MIN, HANDICAP FOR VANS HANDICAP Hey, Z 95737 Oa LOT 7 CIE 7 6151, SECTION PAPKiNG SPAL E STA,NDARD RANCHO C1.VIST0 c 3 8- k _4 A POWIrIGN OF THE HE 1_4 Of SECTION 31. AND OWN ft- A PORTICON-1 OF THE , W 11 14 OF SECTION 32z, 217-400 1-001 Now T11S5 R14E� G&SR&Mh� TOWN OF ORO VALLEY P!-*,,A COVNTY, ARIZONA RK SA- PAGE36 SCALE: AS SHOWN DATE OF ORIGINAL SUBMITTAL: 02/09/06 DATE OF THIS SUBMITTAL: 07/31/06 0-ro, Valley Case No,, OV12-06-05 Mom MIN W P-00041- 14, AN-MMINTMI 4*p ol m? o BOND BEAM Wit CONTINUOUS #4 BA #4 VERTICAL BAR, FOR LOCATI SEE "PLAN" VIEW, ALL CEL WITH REBAR TO BE GROUT r)HP_r)_WAl I WOP17nklTA 0 0 7. -7-jj .0 %10' CLEAR..'.'-: %1 ARE cx 0 04 % . % % 4.0 :.., % % A— 00 04170 ol ol 0 DUMPSTER -PLAN- NOT TO SCALE mffmqgmj• . IMIM-1 3"DIA. CONCRETE FILLED STEEL PIPE BUMPER 4 HIGH, 2' BELOW FF ELEV. IN 12"DIA. FILLED HOLE (6 REQUIRED) AC PAVEMENT 'LANUINU 77CONCRETE 04 rvQ T A 11 % 8" CMU BLOCK WALL, 6' HIGIT "Of TYPE 1 CONCRETE CURB 2vvx2)p STEEL TUBE BE WITH 1/2" `3Q. STOP `-,ICLUJT STUD INFILL 6"X6 ST L TUBE POST --- 2" __J CANE BOLT — 1 " DIA,--'� 2 0' STEEL ROD W/ 3:,46- BEND, PROVIDE ONF.,<ANE BOLT W/RECEIV FOR EA. GATE WHEN E IS CLOSED AND OPEN 90- POSITION. TACK WELD 2"x2" STEEL TUBE FRAME I m LOCKABLE ASP C4 1. X 1.5' CONCRETE FOOTING xz X2 STEEL TUBE 2 *p xl/2" CONTINUOUS STE L, STOP 18 GAUGE GALV. STEEL STUD GENERAL NOTE : ALL EXPOSED METAL TO BE PRIMED AND PAINTED .MA-&H--E—NGL 0-Ste!'. TS t-IJ13-T U553 in ,n BOND BEAM Wit CONTINUOUS #4 BA #4 VERTICAL BAR, FOR LOCATI SEE "PLAN" VIEW, ALL CEL WITH REBAR TO BE GROUT r)HP_r)_WAl I WOP17nklTA 0 0 7. -7-jj .0 %10' CLEAR..'.'-: %1 ARE cx 0 04 % . % % 4.0 :.., % % A— 00 04170 ol ol 0 DUMPSTER -PLAN- NOT TO SCALE mffmqgmj• . IMIM-1 3"DIA. CONCRETE FILLED STEEL PIPE BUMPER 4 HIGH, 2' BELOW FF ELEV. IN 12"DIA. FILLED HOLE (6 REQUIRED) AC PAVEMENT 'LANUINU 77CONCRETE 04 rvQ T A 11 % 8" CMU BLOCK WALL, 6' HIGIT "Of TYPE 1 CONCRETE CURB 2vvx2)p STEEL TUBE BE WITH 1/2" `3Q. STOP `-,ICLUJT STUD INFILL 6"X6 ST L TUBE POST --- 2" __J CANE BOLT — 1 " DIA,--'� 2 0' STEEL ROD W/ 3:,46- BEND, PROVIDE ONF.,<ANE BOLT W/RECEIV FOR EA. GATE WHEN E IS CLOSED AND OPEN 90- POSITION. TACK WELD 2"x2" STEEL TUBE FRAME I m LOCKABLE ASP C4 1. X 1.5' CONCRETE FOOTING xz X2 STEEL TUBE 2 *p xl/2" CONTINUOUS STE L, STOP 18 GAUGE GALV. STEEL STUD GENERAL NOTE : ALL EXPOSED METAL TO BE PRIMED AND PAINTED .MA-&H--E—NGL 0-Ste!'. TS t-IJ13-T U553 in ,n REINFORCEMENT EVERY- EACH WAY DEVELOPME;47 PLAN THIRD COURSE 5" CONCRETE 2" AC 6**' CMU WALL- SLAB, 3,000 PSI PAVEMENT ----------- IM VENTANA MIEDICAL SYS77MS,, INC rn pp 9 CORPORATE MEADQUAIARTERS OMIT 2 BLOCKS IN FIRST 9 COURSE FOR DRAINAGE. Park 2.1 9 #4 BAR, CONTINUOUS - 112111 3" ABC, COMP Oro Vailley, 8573,117 CD YDIA. CONCRETE FILLED STEEL PIPE BUMPER r__ fl: POST, 4' HIGH, 2' BELOW FF ELEV. IN 12"Dik CONCRETE FILLED HOLE (6 REQUIRED) OR 18" L01-- 7 OF - __ CLEARANCE AROUND DUMPSTER. I ItANCHO V1,STO ;80 NE-131400RHOOD 3 z _0 A PORTION OF THE SW 114 OF SECTION 2W DILL MPSTEM R - c-' 7 '-­*,-'-I0fN B-B A PORTION OF THE NE !A nF SECTION 31y AND A PORTION OF THE OLOW JL4 3- F SECTION 32_, T11S, RUE. G&SR&MB TOWN OF ORO VALLEY PIMA COUNTIVF� ARIZONA SK 54� PAGE 36 DUMPST-ER LoDNCLOSURE DETAIL SCALE: AS SHOWN NTS DATE OF ORIGINAL SUBMITTAL: 02/09/06 DATE OF THIS SUBMITTAL: 07/31/06 Oro Valley Case Nom A D VA 171-1 r o CILITY DESIGN W: AW91ANodurs - Eapirmor Smo F_ MwNow VOMW Exx IIJOWN fAz *N�17 nrl-6-00 46'" AsAwoo 11�0' nX' AZ WMS, ;520­06-4770� zvd ift WE 10000-fm 'roc"M i 'Er Ill sm-m-1w 'y Amwlffiml'�� DATE DESCRIPTION L9 PIKAWMI "#Abw IC611A"PI Dow llt�r_ OEM ftlb FAQ Mtr -