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A D VA N T E C H Q VENTANA MEDICAL SYSTEMS Scale: N.T.S. Sl No. —
FACILITY DESIGN INC Drawn by: LA Sheet Ref: A201 AS
3280 E. HEMISPHERE LOOP SUITE 110 Checked by: TT Sketch:
TUCSON, AZ 85706 / / SKA-26
TEL 520-806-0903 FAX 520-806-0914 Date: O$ O9 0% (��j
APPLICATION FORM
OV Case # (Office Use Only):
Application Type:
A. Project
Name:
TOWN OF ORO VALLEY, PLANNING AND ZONING
11000 N. LA CANADA DRIVE, ORO VALLEY AZ 85773 ;` j J;:, 23 2007
PHONE: (520) 229-4800 FAX: (520) 742-1022
www.townoforovalley com 'n
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ey
'lP f2p�� � eCv
Address: 32 � ES -
City: iLA State: Z
ff
Telephone: W(9— +L2� Fax: Zip'--t-
- Email;
S. Property Pwnpr (s), if more th n on owner, attach list
Name;
Firm:
Address:
City:
Telephone: Fax:
C. Subject Property
Parcel/Tax Code:
Legal Description/Property Address:
State: Zip:
Email:
Area of property:
Existing Zoning: Proposed Zoning:
Is Proposed Zoning in conformance with General Plan designation? ] N/A [ ] yes (] No
General Plan Designation:
Existing Land Use: Proposed Land Use:
D. Previous Applications Relating To This Property
OV8- OV9-
OV1 c-
GV11- OV12-
QV13-
E. Reason For Request
This application is true and correct to the best of my knowledge. I any the owner of the above described property or have
been authorized by the owner to make this application.
Date --
Signature
FAAdnln PZIFORMSIShannon Project Subdivision Development HandoutiAPPlication General.doc
JPLI.EY qR�
OHO �0
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UNDED 19��
October 8, 2007
TOWN OF ORO VALLEY
PLANNING AND ZONING DEPARTMENT
11000 N. La Canada Drive, Oro Valley, AZ 85737
(520) 229-4800 • Fax (520) 742-1022
Terrell R. Thomas AIA
Advantech Facility Design, Inc.
328o E. Hemisphere Loop, Suit iio
Tucson, AZ 857o6
520.8o6.0903
Fax: 520.8o6.0914
RE: OVIL2-o6-o5A Administrative Review of a Development Plan
Revision for Reconfiguration of the Dumpster/Gate Area, located at the
southeast corner of North Vistoso Village Drive and East Innovation Park Drive,
Parcel *219-20-8170
Dear Applicant,
Thank you for your submittal of the revised Development Plan for the proposed
project. Based on your submittal, of September 19th, 2007 the project has been
reviewed administratively. The revised plan is in conformance with the Town of
Oro Valley Development Standards and Design Guidelines and has been
approved.
If you have any questions, please contact me. We look forward to the successful
completion of this project.
S' cerely, - M,
Manny Q. Lizarraga
Planning Department
520.229.4814
mlizarragaporovalley.net
CC: Shirley Gay
F:\OV\OV12\2006\OV12-06-05A\VentanaDumpster.doe
F:\OV\OV12\2007\12-07-13\OV12-07-13SHM4W8R&'RiEN1Iii &dFn
August 10, 2007
Ms Sarah S More, AICP
% Oro Valley Planning and Zoning Department
11000 N La Canada Drive
Oro Valley, Arizona 85737
RE: VMSI Building #2, #4 and #5 Expansion Project.
Dear Sarah,
ADVANTECH
FACILITY DESIGN INC
Architecture - Engineering
As we discussed some time ago we would like to change the dumpster/gate configuration
on the above reference project. We are requesting an administrative review of this
proposal and are submitting the plans as approved by Oro Valley Planning and Zoning
for the development and improvement plans.
Also included is a sketch showing the proposed modifications. We would like to delete
the dumpster enclosure and gates as originally approved and go with the revised design of
the CMU fence and sliding gate located to the east of the dock hammer head.
The configuration of the CMU fence and the sliding gate will allow for more flexibility
within this area as well as screening the functions at this loading area for general view.
Your prompt attention to this is greatly appreciated as we are approaching the completion
of this portion of the project and will be ready for occupancy in October.
Please fell free to call me with any questions, concerns, or comments you may have.
Thank you again for your time and consideration
Terrell R Thomas AIA.
tW 6-'T—(M &--�
cc. Greg Forszt, VMSI, Greg Thompson, BFL, file
P:\10511.00 Ventana B4 & 5\CA\Building #4\Transmittals\Dumpster request to O V 081007.doc
3280 East Hemisphere Loop Suite 110
Tucson Arizona 85706 USA
TEL 520 806 0903 FAX 520 806 0914
AdvantechAE.com
3040 North 44th Street Suite 1 B
Phoenix Arizona 85018 USA
TEL 620 385 4044 FAX 602 385 4043
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October 8, 2007
Terrell R. Thomas AIA
Advantech Facility Design, Inc.
328o E. Hemisphere Loop, Suit 110
Tucson, AZ 85706
520.806.0903
Fax: 520.806.0914
RE: OV12-o6-o5A Administrative Review of a Development Plan
Revision for Reconfiguration of the Dumpster/Gate Area, located at the
southeast corner of North Vistoso Village Drive and East Innovation Park Drive,
Parcel #219-20-8170
Dear Applicant,
Thank you for your submittal of the revised Development Plan for the proposed
project. Based on your submittal, of September 19th, 2007 the project has been
reviewed administratively. The revised plan is in conformance with the Town of
Oro Valley Development Standards and Design Guidelines and has been
approved.
If you have any questions, please contact me. We look forward to the successful
completion of this project.
Sincerely,
Manny Q. Lizarraga
Planning Department
520.229.4814
mlizarraga(@orovalley net
CC: Shirley Gay
S:\permplus\docs\OV 1206-05AWentanaDumpster.doc
Page 1 of 1
Moran, Debbie
From: Schoon, Steven [sschoon@goiderranchfire.org]
Sent: Tuesday, September 04, 2007 1:22 PM
To: Lizarraga, Manny
Cc: Moran, Debbie; Gay, Shirley
Subject: Ventana Gate
Manny,
I received your fax regarding the Ventana Gate; however, it is difficult to read any of the small print. If
you have a plan sheet of the gate site detail, please route a copy to me and I'd be happy to provide
more input. Please make a notation for Ventana and Advantech, that the fire code requires a
construction plan be submitted and approved prior to construction of the gate.
Steven Schoon, Fire Marshal
Golder Ranch Fire District
Town of Oro Valley
520-825-5976
09/04/2007
■ ;
1. THE PARKING LOT DEVELOPMENT LOCATED ON LOT 4 OF RANCHO VISTOSO NEIGHBORHOOD 3, IS AUG 2 3 2007 D EVE L.%J P M E NT P L.AN F%j R
BEING DEVELOPED FOR THE BUILDING EXPANSION OF THE VENTANA MEDICAL SYSTEMS CORPORATE
HEADQUARTERS, LOCATED ON LOT 7 OF RANCHO VISTOSO NEIGHBORHOOD #3. THE PARKING LOT TO f
EXPANSION IS BEING SUBMITTED UNDER A SEPARATE DEVELOPMENT PLAN (OV12-06-02). BOTH
PARKING LOT AND BUILDING FUNCTION AS ONE DEVELOPMENT. TANA M ICAL Y TEM INC
2. THE TOTAL AREA OF LOT 7 IS 19.59 ACRES. THE GROSS AREA OF DEVELOPMENT IS 18.0 ACRES.
3. THE APPROXIMATE ACREAGE OF OTHER PROPOSED NON-RESIDENTIAL USES ARE: PARKING-1.1
ACRES, LANDSCAPING-3.0 ACRES, AND DRAINAGE-0.6 ACRES.
4. ASSESSOR'S TAX PARCEL NUMBER IS: 219-20-8170. ORPO-RATE HEADQ A TERS
5. EXISTING ZONING IS CPI, PER RANCHO VISTOSO PAD. THE USE OF THIS PROJECT IS PARKING FOR-7
OFFICE, WAREHOUSE AND LIGHT MANUFACTURING AND IS PERMITTED IN ACCORDANCE WITH 30 30 29 29
RANCHO VISTOSO PAD.
.6. BUILDING SQUARE FOOTAGE: % \
EXISTING 182,400 SF ( j- r-1
NEW 134,500 SF I o0
TOTAL 316,900 SF ciiI
7. BUILDING HEIGHTS: / � r \
BUILDING 1(EXISTING): 30.25'G��
BUILDING 2 EXISTING : 30.25' j •�7 i
BUILDING 3(EXISTING : 30.25 0
BUILDING 2 NEW EXP.): 35.50' I A �ow�
BUILDING 4 NEW : 24.00' I / i O \ SEE
BUILDING 5 NEW : 24.00' / ) 00 \NZINOT
E 30
8. PARKING CALCULATIONS: 0.75 OF TOTAL EMPLOYEES
TOTAL REQUIRED PARKING 757 SPACES ) / ZONING: RANCHO VISTOSO PAD - CPI
EXISTING PARKING (LOT 7) -405 SPACES (// OFFICE/RESEARCH PARK
DEMO PARKING 157 SPACES �\ GRAPHIC SCALE
REMAINING PARKING 248 SPACES UNSUBDIVIDED
NEW PARKING (LOT 4) 521 SPACES 200 0 �o0 200 400
TOTAL PARKING PROVIDED 769 SPACES \
HANDICAP SPACES REQUIRED:2% OF TOTAL SPACES /
TOTAL REQUIRED 16 SPACES (2 VAN) 1" = 200'
EXISTING: 9 SPACES, 1 VAN
NEW: 7 SPACES,(1 VAN
TOTAL PROVIDED: 16 SPACES (2 VAN) �\ \
BICYCLE SPACES: I �'� NEIGHBOORHOOD 2
TOTAL REQUIRED 38 (4-CLASS 1) �\ �� �� COMMERCIAL CENTER
EXISTING: 30 CLASS
7 CLASS II
NEW: 1 CLASS II ZONING: RANCHO VISTOSO PAD - CPI ( I 4
TOTAL PROVIDED 38 (30 CLASS I, 8 CLASS II) OFFICE/RESEARCH PARK / \ I \ // LOT 10
9. DEVELOPER WILL COVENANT TO HOLD TOWN OF ORO VALLEY, ITS SUCCESSORS AND ASSIGNS, / \ LOT 3
HARMLESS IN THE EVENT OF FLOODING. / �' /('o� C V��
10. DRAINAGE WILL NOT BE ALTERED, DISTURBED OR OBSTRUCTED WITHOUT THE APPROVAL OF THE / �\ Q ��,To nCl To�v ve dt
ORO VALLEY TOWN COUNCIL. / Q AZ o hereby cer that de
\ Q� Q Oro Valley, ,
11. BASIS OF BEARING: NORTH 31'52'09" EAST BETWEEN FOUND BRASS CAP SURVEY MONUMENTS ON / I Q. LOT 9 O� p("I _D's
VISTOSO COMMERCE LOOP AT THE INTERSECTIONS OF VISTOSO COMMERCE LOOP AND VISTOSO �/ I) \ Q� �h�o play for a Oro Valle Mayor and Iancil
COMMERCE PLACE AND THE INTERSECTION OF VISTOSO COMMERCE LOOP AND VISTOSO VILLAGE i �- // approvedy
o / 0 / 2ooty
DRIVE ACCORDING TO BOOK 54 OF MAPS AND PLATS, PAGE 36 PIMA COUNTY RECORDERS OFFICE. p _ __ \ \ �� �O� 3 day of
HOLDING THE POSITION OF THE MONUMENT AT THE INTERSECTION OF VISTOSO COMMERCE LOOP z �r ��Q• SEE NOTE 32 Dated this day of
+J -
AND VISTOSO COMMERCE PLACE. o � / ` ,�/�,�J�_
12. BASIS OF ELEVATION: ADOT DATUM BENCHMARK: BRASS DISK IN HEADWALL 70' RIGHT OF M co �r� s� ��� ro %r ile• ';awn Clerk
STATION 710+20.00, US HIGHWAY 80-90. APPROXIMATELY 350 SOUTH OF NORTH 1/4 CORNER �?r(� ®r LOT 6 O
OF SECTION 5, TOWNSHIP 11 SOUTH, RANGE 14 EAST. SAID ELEVATION BEING. 2688.03. AS c,� o % ,,� S W" -
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. 6'6
13. THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE IRRIGATION �040i �`V •h/ R="40.00' 6F A RANCHO VISTOSO NEIGHBORHOOD 3
SYSTEM AS LONG AS NECESSARY IN ORDER TO TRANSITION PLANTS OVER c� �\` ^�'`;`� _ v4� -9 PHASE 1
TO NATURAL SOURCES. ANY PLANT MATERIALS THAT DIE FOR ANY REASON, SHALL BE REPLACED 0 r - / / / /��N�i=�`�' D=96'07 38$9 �66, �/Q" q BOOK 54 PAGE 36
IN ACCORDANCE WITH SECTION 4-213, MAINTENANCE. o m / �,,I,�` `SJ
14. THE PROPERTY OWNER SHALL MAINTAIN ALL PLANTS WITHIN THE BUFFER �� ` ��^^�Q� ,,� ��� EXIST �/A
YARDS TO ENSURE UNOBSTRUCTED VISIBILITY TO MOTORISTS. ALL SHRUBS, ACCENTS, AND N
GROUNDCOVERS SHALL NOT EXCEED 2 FEET IN HEIGHT. TREES WILL BE MAINTAINED TO ENSURE i ,;� BLDG 1��
THAT BRANCHES/CANOPY FOLIAGE IS NOT BELOW A HEIGHT OF 6 FEET. ,� ,�,� C
15. DEVELOPMENT PLANS WILL BE SUBMITTED FOR COMMERCIAL LOTS OR PADS PRIOR TO THE ��' \SHEET C1.2 i co R=1260.00'
ISSUANCE OF ANY PERMITS BY THE TOWN ENGINEER AND/OR BUILDING OFFICIAL. / �' /)�NOOOO
;
16. APPROVED IMPROVEMENT PLANS AND APPROVED ASSURANCES WILL J / S'9'17"E �ry L=58.35;„LOT "7,D=02 39 12
BE REQUIRED PRIOR TO ISSUANCE OF GRADING PERMITS. s 135.43
'� ,`� SEE NOTE _ 31,110
17. DRAINAGEWAYS WILL BE CONSTRUCTED ACCORDING TO APPROVED PLANS PRIOR TO THE ISSUANCE 30 _ _ _ _�- _ f 30� �S89'49'22"E_ 791.75'
---R=925.00. _� 29
OF ANY PERMITS FROM THE TOWN ENGINEER AND/OR BUILDING OFFICIAL FOR PARCELS AFFECTED: 31 L=207.73' 31 2 00'00'20" EXIST : In . z" `" 32
THESE PARCELS TO BE IDENTIFIED EITHER BY NUMBER IN NOTE, OR BY OUTLINE ON THE D=12*52'01 209.6T, LEGEND
UNSUBDIVIDED - , \;� BLDG 2 Iii n
DEVELOPMENT PLAN. R=25.00\` ,� 240.00 N€Wllii >_` `� FEATURE NEW EXISTING
18. DRAINAGE SWALES SHOULD BE TREATED AS A LANDSCAPE ELEMENT AND INTEGRATED INTO THE -- - - - L-181.36' 6LDG ``'
.Z L=36.44 �+ f1 SHEET C1.1 CONTOUR LINE x----�-_-40-�-�----
OVERALL SITE AND PLANTING DESIGNS. D=83'30'36�'' �'�� D=43'1 i 52 DiO DI
19. DESIGN VEHICLE: WB-40 FOR STREET & ACCESS LANES DESIGN SPEED: 15 MPH EXIST NEW. 0) SECTION LINE
20. THE PROPERTY OWNER, HIS SUCCESSORS OR ASSIGNS AGREE TO 1.) KEEP ALL REQUIRED r _ -LOT 4 VISTOSO BLDG 3 x o SI"
LANDSCAPED AREAS MAINTAINED IN A WEED FREE, TRASH FREE CONDITION, 2.) REPLACE ANY �� / COMMERCE , w_,J9, LDG o PROPERTY LINE -
00
DEAD PLANT MATERIAL WITHIN 90 DAYS, AND 3.) MAINTAIN THE IRRIGATION SYSTEM IN PROPER PLACE( _j _ _ Z AC PAVEMENT DI
WORKING ORDER. I R-22 �.0 �' Z CONCRETE CURB --- - pF
21. MATERIALS WITHIN SITE VISIBILITY TRIANGLES SHALL BE PLACED SO AS NOT TO INTERFERE WITH A I '3
VISIBILITY PLANE DESCRIBED BY TWO HORIZONTAL LINES LOCATED 30 AND 72 ABOVE FINISHED I I 'D=53'295"_ I CONCRETE SIDEWALK •: , . EXISnNG SIUEWlLX BF
GRADE OF THE ROADWAY SURFACE. I � � R=240.0,0 � 0 8 EW 5 z
7 L 23.72, /) co o BUILDING EXTERIOR WALL DE
22. THERE WILL BE NO FURTHER SUBDIVIDING OR LOT SPLITTING WITHOUT THE WRITTEN APPROVAL OF D=05'39 49 co W oo
THE TOWN OF ORO VALLEY. i I / ` °' �:5 P
23. ANY RELOCATION OR MODIFICATION OF EXISTING N 1`? BLOCK WALL .
UTILITIES AND/OR PUBLIC IMPROVEMENTS ii � i / 1' � A ;�y 2p C� o M,
REQUIRED BY THIS PROJECT WILL BE AT NO EXPENSE TO THE PUBLIC. WATER OR GAS METER BOX ■w OR G OR G
24. PRIOR TO THE REQUEST FOR RELEASE OF OCCUPANCY PERMITS, AN ENGINEER MUST CERTIFY AS I I , �i I N$8'48'52"Ej
TO THE COMPLETION, FORM, LINE AND SUBSTANTIAL CONFORMANCE TO APPROVED PLANS OF ALL 1 I / WATER OR GAS VALVE
PUBLIC AND PRIVATE ROADWAYS, DRAINAGE STRUCTURES AND APPURTENANCES AS SHOWN ON I I \ ,� 357.10 WATER LINE ._W�
THE DEVELOPMENT PLAN. I I \ ) ( BOG m �� ®1e�
25. REQUIRED SETBACKS PER PAD FRONT YARD: 25, SIDE YARD: 20', REAR YARD: 30' I I \ J _ ❑ ` g4� GAS LINE -o� ._ ._ -3"- m o - -
THE WATER COMPANY THAT WILL SERVICE THIS DEVELOPMENT IS ORO VALLEY WATER UTILITY CO. \ ��G`�` 651 �`� PUBLIC
� ;4 PUBLIC SANITARY SEWER `S_...�
27. ON -SITE SANITARY SEWERS WILL BE PRIVATE AND WILL BE CONTRUCTED, OPERATED AND �\ \ \ WATER ----
MAINTAINED ON A PRIVATE BASIS. THE LOCATION AND METHOD OF CONNECTION TO AN EXISTING \ \ � � PLANT b1b PRIVATE SANITARY SEWER ______S - -S.-8 - -
PUBLIC SANITARY SEWER IS SUBJECT TO REVIEW AND APPROVAL BY THE PIMA COUNTY \ \\ \ NO.4 / G�0 �00 / STORM DRAIN --sty--- �- � 24"-
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
\
\ \ 1
( 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.
\\ \.UNSUBDIVIDED /
30.
A TRAFFIC SIGNAL AT RANCHO VISTOSO BLVD. & INNOVATION PARK DRIVE SHALL BE INSTALLED
\ \ i
ZONING: RANCHO
OFFICE :RESEARCH
VISTOSO PAD -CPI
PARK
PER TRAFFIC SIGNAL WARRANT ANALYSIS BY KITTELSON & ASSOCIATES, INC., DATED JAN. 31,
`
\ \ I i
;
2006.
31
\
31 32
31.
NO VEHICULAR TRAFFIC SIGNAL WILL BE PERMITTED AT THE INTERSECTION OF INNOVATION PARK
33.
TEN PERCENT (10%) OF PARKING SPACES PROVIDED WILL BE RESERVED AND CLEARLY SITE PLAN
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
32.
AS ALLOWED BY THE TOWN ENGINEER.
A FULL TRAFFIC SIGNAL WARRANT ANALYSIS WILL BE CONDUCTED FOR INNOVATION PARK DRIVE
EQUIVALENTS, PER TABLE 13.20.045(E)(1) IN
PIMA COUNTY CODE 13.20.045(E).
& VISTOSO VILLAGE DRIVE WHEN REQUIRED BY FUTURE DEVELOPMENT.
35.
MAINTENANCE AND OPERATION OF THE PRIVATE SANITARY SEWER TO ITS POINT OF
CONNECTION TO THE PUBLIC SEWER IS THE
RESPONSIBILITY OF THE PROPERTY OWNER.
.4L
N
4
3" = 1 MILE
LOCATION MAP
E111432
UNSUBDIVIDED
THIS PRO
VISTOSO NEIGHBORHOOD
56, PAGE 66)
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, T11 S, R14E, G&SR&M, TOWN OF
ORO VALLEY, PIMA COUNTY, ARIZONA.
OWNER/DEVELOPER
VENTANA MEDICAL SYSTEMS
3865 N. BUSINESS CENTER DR.
TUCSON, ARIZONA 85705
PHONE (520) 640-6325
FAX (520) 407-9714
SHEET INDEX
C1.0 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
TOWN OF ORO VALLEY
TOWN ENGINEER
PIMA COUNTY
WASTEWATER
PERMITTING NOTE
A PROJECT CONSTRUCTION PERMIT MUST BE
SECURED FROM PIMA COUNTY WASTEWATER
MANAGEMENT DEPARTMENT BEFORE
BEGINNING ANY WORK ON THIS PROJECT.
DEVELOPMENT PLAN
FOR
VENTANA MEDICAL SYSTEMS, INC
CORPORATE HEADQUARTERS
1910 Innovation Dark Dr.
Oro Valley, AZ 8877
LOT 7 OF
RANCHO VISTOSO NEIGHBORHOOD 3
A PORTION OF TIME 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 ORO VALLEY
PIMA COUNTY, ARIZONA
BK 54, PAGE 36
SCALE: 1 "=200'
DATE OF ORIGINAL SUBMITTAL: 02/09/06
DATE OF THIS SUBMITTAL: 07/31 /06
Oro Valley Case No: OV12-06-05
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FACILITY DESIGN INC
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11 I'll I I \ - It I i I I I � \ : . I I %, . 11, I . -1 '' 11 . .0. I- . I - I li
. C, :
I , , I A` � I
I I ', '', t �• � I L
"'?,,,,, - / , ./ ,,, , ,,//
, , , , , , _ / /� /, - f,�
/1'1�� �
Ill , , /,_,�//�`_/, / I 1, 6
1
1
j I " I , ., , I i I ' ' 60 '% '-
I - � � 't I . I - I 1�& �-, w ., /' , - 1, DEMOLITION NOTES
, - ' I 1,�/,!,/
I \ . , �
.1�, � I I � 1;1 L 0 1 _. I'll e / i / . I I ,
I , It, I 1 1 1 - .- I -11 514 14.5 1'. I t , �__�/ � /',Y "/, / -.- ! 1, - I R-1 00. , w.j I
'. i 1 , , .. _ "'.. \ ! \ I . � - '? Z_ // ;/ ..� ''. CO-2 -..-., ''I 1� ! t . I . I " " �. I - � I I . I 1 -�1121 " ,'%- ", � a I
, � _� _ , rr) I i 4 .1/11 'i
� , I I f, 1 8 ii
i ll I [ . I :: , I I 11 1 3 � .W 11 . d // I . - I � I � [1] EXISTING STORM DRAIN TO BE ABANDONED
I � I , , I 1� I I '. 1. I A=O -
I� Ili I f 1 1 i I 0 1 I' 1111 � q. .1�. -1.1 'pf.pl",�,/', "! / IP ,� / I I j'�� I , \ " I " i it t'l , , � 1. � � il,
,
. 11 I 11 I % 11 �§: � , i/ GIB , - ,� k
I I - 7,�� 1 . - - - - - I " � , I I ) I i I
'. 1 , � �,� , t �11 1 z __�". j " I "I"""', / �. 14-98 /� I 11.88/ U4 a I C", . i .� " I
, I I I , 11 ,,� ;1 I 11 I r . ;, , I I t\ %I i - I
1, I � ;, " I I - -� � � /I ,. i. . " , I , , a� I, ; .� II I � I I I . / (". �, � I rn(D I'. '. ", '� I I \ t. ; 0) I / , t, I , t � . I - EXISTING 12 STORM DRAIN PIPE TO BE ABANDONED 1: 1 '. ,
,
� t ; , N, ipll t .A .�-- V; fe ;' , , C , I � \' - I
. , t .(I � I ! I � , ,��,_,, i �. t " k , 1, j
j t y �, I 1. ,%,��, LO N I; " I . � "
I l f _11 N t ., 1 __4 ,
I 11 I , ., / I` I; / � I -, N, I. %\ , - I
9 % �w - I La I �0 , '61, , , �� 14.98 1 o I 00 W I , � \ ", "'�'. � , " ! ,'I , , / I
STORM DRAIN PIPE TABLE L=53.27 \3 __,_i - _'_, If 11, � . I' ': , I I .11 ! � M EXISTING RIP RAP TO BE REMOVED, REUSE ON -SITE
I , .L . I - ""',__ - - - 'r-3" 6 ! )/-,�,, .. � k.
. �, � ,_,�n�-,-,�-:��, _ 1 AF% -!,-, ,.N._.-t-S� . 11 � , ', x � I \ 't'. I i , , ". - I it
PIPE No.
LINEAR FEET
(FT)
SIZE
(IN)
SLOPE
(70)
SD-1
185
24
0.5
SD-2
1 185
30
0.5
SD-3
1 55
36
0.5
SD-4
-
146
36
0.5
SD-5
. 80
42
0.5
CLVT- 1
1 130
18
2.0
CLVT-2
1 130
. 18
2.0
- 4�'_4__ (-. --7."r-- .11 -.,. � 14 98 ...i // I _ 1 , 1. I , i I I 11 11 .- I I
�,�;,b J., �_ - � - 16 I � I
I � I 1. , I z I
.. - -1, .. , , , I � � 1
R=52.00 � I . � , 0 F� . . -,-- 1- _E1 ,',,,_��, \ , 1 - .1 I �h 1_,� I I , �i , \ �, !!I , I �'
, - - r I ... 11 I . , X;�)P` 7�, 1 1 , -k t ! I I' f.! � ❑DRIVE TO BE DEMOLISHED.
- _ I I . , ;
, ,
.,
A=58*42'01' : - �, 'S, i'�'_, �, It _;i - I . \ " I I -,�,_",_
� , - ---- - !� t� k )t .- � I
. , -- � ,_,,_, _--�� %. I I NEW BUILDING #5 "o i " 'i � ,,, ''!.' I If - I , I%
- , I
I _."\:_
: 1. - ., C w � - - . I" I ' I i I t 1 � ! ! � ; 1 f i 4%� EXISTING TEP ESMT & LINES TO BE RELOCATED.
��',, . I&Kuo 1 1 , .1
11 if I �� 14.98 . It, I , i� ; . LO 1fl . - , , 1, �,,, , " . I �12.73 , ; FFE=15.00 1, !f. t it I I s I�0-- II tI 11 ,I,, I , s[j] EXISTING PARKING AREA TO BE DEMOLISHED.
I, � - 1 �I , , , , �I I , I C) i .� 1; f I t I i i , t i � ), �12.5n jAiqL t i � FP E= 1 4.50 1 i; I j I! , k.
. I It .� t 00 I 1 111 � I ", t f i I ; " ! ;'I ,
�
, I I 11 � I S.F.=62,600 0 t, k 1; � -1. 71 EXISTING FIRE HYDRANT TO BE REMOVED.
, 1. I I 1, I -1.1 l., � 1, ...j" i! I i ! 1 ". / I � .� 1" F
- ,
I . I I e Y , ;�, i;,:i� I I
I L ..L I ', t 1, t 11 ; i , I I "I - R8
I I I �. n I � I I k
I 1 5 1 .... '. . i I I I � \ , ; , , . � I ",
I I 11 � 1 1 . t , i 11
, i
I I I " . � , 0 CIA . � It I I i i ", . , � EXISTING WALL TO BE REMOVED.
I
� ", I . � % . .. ' � . I 0 �, i. . , , I
I - ,-- I 1 14.5 ' I � "I , 1 � , , I I I ,_ 11
. . \ ,
� % I
I ; --� - � " � I , i. k4b. . , ' � f I .
,x
-
_ ... , 14.98 . � _. � .,� ., . %, , � I .
I I .1 . I ; 3 I I k ` � ,"'. � � s I .
- _ N I �\ � I , 7
._z_1 . I ,z .1 / q I - * irE � lit 1k .,�, �, i I " �, 11 �_,I R9 EXISTING TRICO EASEMENT AND LINES TO BE
I - , � � % - _�11� . .� p I- \ � �!tj , -� ", I. -, _
- I *�, � 1� . .
\ , � _ I 11 ,_ " - t, .11 . - . I - \ I - _�,,, I , , , I " " % , , , � k� 1, , ,_ ,,i �, ".1 , RELOCATED.
- � , I i
. I " � 1 8 � � I \ '' .
- __ - ., ��, I I \ 14.5 - . , 1 3;:, � , � " � I �
1. . �\ � .. � 1, , I �, , , . . )�,, I , \ I I, �, I I t ."
. i 9 . S� , 1 I I I - t,, - � - R10 4 EXISTING PARKING STALLS TO BE REMOVED.
I I - " I I � w I , " � � 1 , % i . - I I I , 1� N . � i lit f I I
�� I A , \ I. 1-
. I \V - I � '. . . � � I I ! z I , _
I � �, I 1. % I � I I 0 i; t�,�",-;A k�- ", " � , , 1, I I k T
I � I - I I _ I �, - I I , I I . � 1. 1. I . __ �, _ � � I �
�1, . , t ; " ,
I - I I , . - I �k I k
�. r I .1 \� '_1' �_ I , __ ", I - 'i . , �� lk 1i .1 I I I [11] EXISTING RIPRAP TO REMAIN IN PLACE.
-
i � 0 , _ - . � - .- I 1 A 13 1 t 1 ,I, � I t%, " , " . .1 . I
. � I . �! `1" 2 -\\, - _,�'_' , .1 't I �� " I " . - "
STORM DRAIN STRUCTURE TABLE . 1� 11 S,:t A I I
,�,� 4�? - ��'_`,._ N ,
I . ,, �,�<, � - i �'*,
DESC.
RIM
INVERT
MH-1
14.7
N 12.3
E 11.36
-
CB-1
. 13.44
W 10.44
E 9.84
-
MH-2
1 15.6
NW 9.6
SE 9.56
-
CB-2
15.3
NW 9.29
SE 9.24
-
MH-3
-
13.0
W9.01
I N W 8.51
SE 8.46
OF-1
-
8.06
-
-
CLVT -1
NW 7.3
SE 4.66
-
CLVT-2
-
NW 73 1
SE 4.66
-
-
. I � I
. i I . , 1��_ �. 00 I I � I _ - , . ' I
- s,5 st - I � -� - � - bo f i ! I i ! 1, 1, I , % k I I 'I I I t \ I . f 11, ., I I I .. / �. I, 7 _�,, I .1 , I I k ,
I i , 11 . � I
� . 44 " �1_ ,,� I I
I ; 11 , " 0 1 1 i I I j , t ,
I ! . I ", - 11 � I I ; I I , � DEVELOPMENT PLAN
. I I 11 11 --A 7- J �
\,\N --__ . -1 - 14.5 1 : �! � I . , i " I I �,, I k�
, I . \N�_ 0 7 11 I . � 41 -� � ! If -is' 1 , f ,. � -C - 1< I , I � I I 1 1 f * ,t ,I i , i ,,, I
I I I I 11 , FOR
\ 9. 6 � � p Ir
11.� � , I
, .
, - .
- 7 ,-\7,
1_�__._ 7 1 1b 00 . , ; I 1\ I
, � ,t,-- __: ; � I t i-I � I i, . N . .:z If
�
� " / . . ......... � � . , .:, - -.---.r .-- 1 , CLVT- I , I ;' I I - .
I " /.�,.�,-,;�� -- " - ,- . � t �! � - . i r , , i
I , " Z-,�, , - ��%- , t I
I 1,-��, '-z-' - .1 . , 1" / 7, I � *� VENTANA MEDICAL SYSTEMS, INC
. -11 kl'�_.� "I __:r�,__ Pr I f;,!, ." �,! I I' / I �
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, _-I - .�_ -,
I- _r , �i ;;E.T__ j _4L . ?11 :1, � I I � i�? " /1 1\
__ I wl.., - _� ` ..... .. ,.- , I.,♦ *1� I � (;..�!, I I
,
__ . - � " -,,R-,r,i ..._,_xA' . - I ,
k .1 11 , 11;z ,,,j,,<-t ) I 1:, f I ; - f , )
t .. , �, --z, - % - k, . . _;i ,�
. . , _� , " .� 1`1 NIP I , , ;' \i
. I I., � 'I 4. _", -N- - 77, � 'r , 1.<_ :♦� 1.,.--, - 1,: , , 1,;.1 . .
I " !,., , ,-)�-�-,�X.Y . ., �� . I �, I I I;, � , , 11 � � �, ,.-�c,_ �, Z_ ��_�, I I :b / , CORPORATE HEADQUARTERS
( ,; .--v .-�_,4_�,__ ,X>1,V_D . - _,�, 14. 1 1 1 � I t : I
1, 1� - li"t, - I t ,i� �,�, *�, � ; f * ill I l I , - I I
k, , 1 . - , , - � - .--�. - , �* - , .
, " , ,-;--,��,IiV - "I .
, - ,.,f 1`1 � I I , � � I
, . - 'r 4 , y �
i � , , � -7 N - .- _,
!, ,- \j",. 1 .5 - - - .11, %, .1 k
; 1 ? � 01, \x il 17 , 1i , ; 1 I i 1 -,", I, \
: _,.� , - _ , . � - � 1-1 I - I
. - - , ,
- " , � , �
�
I
Ap � �� - - , \! "' / " . , -
� i ; : . �.. - 1;', a t- ',I �. "I', N, 1. I 1. - / ) I I � , I ". I " I I
I 11 t-,-,-- - ptj,- -,-,,, --f, 1, � , "�� I r I . C . f i � i
, I .. .,. I _5 -, N,\, \ - t. � "I I I I , - ". 1910 Innovation Park Dr.
-14 � t N, � k I., 11, - . A I � _. I , __ ' , t t I ?�_ . I CLVT- 2 5 ; �11 ; I w ), � t
� � . .1 � " I I - ,� 1, / I : ! f , . , , . � % ,
,
� -
" , a " - - -- -- ----- - Y' , f ;
� , orl'.1 ,,e� \ -,�,`,`. I - I , , I �,
- 4. " I ; , , , . \ , .. �, . i� t \, . , , � I . - � ; t '' - .1 7 - , ,\ , " �, ": ,_r , I , � 10.00 - i - I I 1�'. \ � If j f I I ; � Oro Valley, AZ 85737
- t, "�, , .- I I ; I t
1, - i I � � , \ � - , I I *11 . 9 1 f � 1_ 11 i ; f
* 4 ,`f"_ �' -, � I , ,� I I
. ��.� �i2 : I llz_�r4i_:_�,,_ � , , , , �, 1`1 9.26 ' I ", � , , �
,_ , % � " �, I, �� � . Cl .. I
. I I � I - A - , -, - \ .. . I � N. , I i , , I
SEWE ABLE% . k ; .� , .; r, . I � . - � *1 I I m i I , : I ,�f , \ "'. -, I - . . , . I I k t f 1
1
; , � " . . - , .. k
6 � , ,.,-j!�z -. , , I . I � � . ;\�'! 1, � t, I � I .
� , , I'. . . , 9.4 / z i � LOT 7 OF
'e,�., - 0 1 \1, -1 _� .1 I- �, .
I . I .1.. -1 � . . . 1. ; � " t I '.
� .
le it t, � ,,�V� - ', \ i ... - - .1� -I/ � , . � � I I f
.
UPSTREAM
STRUCTURE ID
RIM
ELEV.
INV.
OUT
PIPE
LENGTH (LF)
PIPE
SIZE (IN.)
PIPE
SLOPE (%)
DOWNSTREAM
STRUCTURE ID
INV.
IN
CO-4
16.74
13.18
61.35
4
2.37
SSMH-4
-
SSMH-4
16.60
111.95
112.97
8
4.00
SSMH-3
12.05
SSMH-3
14.50
6.88
168.85
8
0.45
SSMH-2
6.98
SSMH-2 -
14.00
6.02
295.08
8
0.45
-
SSMH-1
-
6.12
SSMH-1
13.20
4.60
119.67
8
1.30
EXIST SSMH
.
4.70
EXIST SSMH
10.87
2.94 '
-
-
-
-
3.04
CO-3
17-50
12.78
32.76
2.00
SSMH-4
_
- I
CO-2
14.25
i
9.20 I I i
118.71
.4
4
2.00
PIPE CONNECT.
-
1CO-1
14.25
6.99
- 12.60
4
. 10.00
.PIPE CONNECT]
-
-
,
t , �3 II ...
1
01_-�-
N 8...8, *x485II-��. 2 E,-\--- -_+,--_--2-
_- - -.._� _ N
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I
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,
I
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-
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-
(
RANCHO
GHBOHOOD
\! "1_ I zu SIDE- -1 3
2
9
,, 54.73
I ISz'. -SETBAK " A PORTION OF THE NE 1/4 OF SECTION 31AN
,� "; ;i , .
"�1, *48'52"E 7.1O'- I ) i i \t,A PORTION OF THE NW 1/4 OF SECTION 32,f" 1, -
\- 10.00\ -j 41 L -01 I106Z, r,! , - L=29.63 �I,' -"' .. , z 7.26 wS .Q ; I TIISR14EG&SR&MTOWN OF ORO VALLEY
==i� =NNI
NI .<-R52.00 R5PIMA COUNTYARIZONA
I ,'-=32*39'06/x .�- ___J I, L.97*30'56I11"I %p
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ZONING: PADOPEN SPACE -, , -, - 1j j '!) 1 0SCALE: 140
- ., _ I) "
1 ," Qft I ,, I I -&��-�- _if �-\, I i A�._ "�I _ , _ f ti; � )[� i I I SCONTOUR INTERVAL 1'
. ". r� � I � l i "ii I 1 DATE OF ORIGINAL SUBMITTAL: 02/09/06
\ '- ". ' I I -I— , I1I; I Ix I � DATE OF THIS SUBMITTAL: 07/31/06
I , t f �I_f i, I 1--_� ,/ � I -� , -- -f ltI
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ADVANTECH
FACILITY DESIGN INC
Architecture - Engin"ring
3280 E. HEMISPHERE LOOP STE 110
TUCSON AZ 85706
520-806-0903
Andy Anderson, LLC
452O Hacienda IM Scd
TUCSON AZ 85718
520-2N-5"0
Dowl Engineering
188 W. At
TUCSON AZ 85701
520-882-8696
Novak Environmental, Inc.
4574 N. FIRST AVENUE
TUCSON AZ $5718
520-206-0591
A DATE DESCRIPTION
& 8/20/07 It TRASH
.. VC LIOSDU g E
PMW NUMOM 10511.00
DWN BY: LMO/AMR
CHMM BY: RD
= FLE T401988
9
4a,
el:
00
r
r
11
BOND BEAM WIT
CONTINUOUS #4 BA
#4 VERTICAL BAR, FOR LOCATh
SEE "PLAN" VIEW, ALL CEL
WITH REBAR TO BE GROUT
DUR—O—WALL HORIZONTAL
TL . V 1 Li, 0,
#4 REBAR LOCATION
11.33'
DUMPSTER -PLAN-
NOT TO SCALE
8" CMU BLOCK WALL, 6' HIGH
y 5.bo-,
TYPE 1 CONCRETE CURB
TYPE 1 CONCRETE CURB
2%2" ST EL TUBE WITH 1 /2" SQ. STOP
CUT STUD INFILL
6"X6" ST E TUBE POST
2"
6" STEEL STUD INFILL
2"x2" STEEL TUBE
FRAME:
N
I I ^
N
r
LOCKABLE A P N
r
1. X 1.5' CONCRETE FOOTING
'"x2"x2" STEEL TUBE
2"x1/2" CONTINUOUS STE STOP
N OPE
CANE BOLT — 1 " DI � 2.0' 1 /
STEEL ROD W/ 3" 0' BEND.
PROVIDE ON ANE BOLT
W/RECEIV FOR EA. GATE
WHEN A E IS CLOSED AND
N 6»
GENERAL NOTE:
ALL EXPOSED METAL TO BE PRIMED AND PAINTED
2 �FFA rI -EI OL7�L�- t -- M O-t 0 5 c-
C1.4
�Y N 90' POSITION.
� TACK WELD
NTS
SYSTEMS,9 __j 9"L
i 8 GAUGE GALV. STEEL STUD
M
REINFORCEMENT EVERY
c,,
�
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DEVELOPMENT PLAN
THIRD COURSE
-
5" CONCRETE
2" AC
0
6" CMU WALL
SLAB,
r 3,000 PSI
PAVEMENT
FOR
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w
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.
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f - .•_
WENTAt�LA MEDICAL
ADVANTEC H
FACILITY DESIGN INC
Ankihalun - Enei.
3280 E. IFQiI: LOOP STE 110
Ti1C'SON AZ 8670Q
4.i' 20 Hooi.ndc Del Sol
TUCSON AZ 018
DW 6gineerip
166 W. oA
ironic 6wlr'arrna>lK iris
4574 N. FIRST AVENUE
TUCSON AZ 85718
520-206-0591
Q DATE DESCRIPTION
ZL 8/20/D? EVIS1D H
srNC�osu >~
C 1.4
t�_;
16
RAMP DOWN
r •
r----------I
r4
' _-__---_� CONCRETE ASPHALT
--------- i DUMPSTER LOCATIONS_
t I i
sa
,.,
- ct
EXISTING
PANEL
1w
CONCRETE SIDEWALK
1 °C
Wi --------------------
PANEL 1W
PANEL 'L3C' PROVIDE JUNCTION BOX
IN CEILING SPACE FOR
GATE OPERATOR WIRING —
SEAL ALL EXTERIOR WALL
PENETRATIONS
BUILDING 4 SITE DETAIL
1"C
600 CONCRETE FILLED PIPE
6'-0" A.G.
18" WIDE x 18' THICK
CONCRETE SLAB — VERIFY
LENGTH AND WIDTH WITH
GATE TROLLEY
LT
CONDUITSTUB UP
CONTROLINTO GATE
4--PROVIDE 1- PVC CONDUIT 18-
i El GRADE FOR CONTROL '` f
PROVIDE 1' PVC Comm FROM
GATE OPERATOR TO INTERRUPT LOOP
FOR CONTROL WIRING
r I
i I
I
� i I
1_� 30,2P
RETRACTABLE GATE
6"0 CONCRETE FILLED PIPE
6'-0" A.G.
L3A-32,34
2#12+1112GND, 1'C
— GATE OPERATOR ON
CONCRETE PAD —
VERIFY SIZE WITH
MANUFACTURER
�— CMU WALL
CMU WALL
CONCRETE SIDEWALK
101
D EC -nvrz
SEP - 4 2007
Town of Oro V
-------_._.___ allev I
�-- 6' CMU WALL '-- RETRACTABLE GATE
� a j1il, INi 1 s Y O '
APPROVE��Y:JC PZ 13/80A
PZ P OJEC MAMA ER
ADVANTECH
FACILITY DESIGN INC
Archbodure - Engineering
3280 E HEMISPHERE LOOP STE 110
TUCSON AZ 85706
520-806-0903
Andy Anderson, LLC
4520 HACIENDA DEL SOL
TUCSON AZ 85718
520-299-8770
®owl Engineering
166 W. ALAMEDA
TUCSON AZ 85701
520-882-8696
Novak Environmental, Inc.
4574 N. FIRST AVENUE
TUCSON AZ 85718
520-206-0591
Schneider and Associates
1700 E FORT LOWELL ROAD, SUITE 109
TUCSON AZ 85719
520-512-8183
PROJECT NUMBER: 10511.00
DRAWN BY: LA
CHECKED BY: TT
CAD FILE: A510.41F
SCALE: AS NOTED
BUILDING 4
SITE DETAILS
AND ELEVATION
cr 4
v RAMP DOWN
{ :-
BUILDING r------------� �s
4.
L_ ------- CONCRETE ASPHALT
r ------------I DUMPSTER LOCATI(�
41
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44
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tr �f
CONCRETE SIDEWALK
EXISTING
PANEL
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pilitbill
1 "C --�
PANEL Ue
PANEL IV
PROVIDE JUNCTION BOX
IN CEILING SPACE FOR
CONCRETE SIDEWALK
6"0 CONCRETE FILLED PIPE
6'-0" A.G.
18" WIDE x 18" THICK .
CONCRETE SLAB - VERIFY
LENGTH AND WIDTH WITH
GATE TROLLEY
PUSHBUTTON
GATE
CONTROL
-------------------=—
I i STUB UP CONDUIT
I o INTO GATE CONTROL
I
I `1---- PROVIDE 1" PvC CONDUIT 18" BELOW
I ( 1 FINISHED GRADE FOR CONTROL WIRING
RETRACTABLE GATE
I I
I
I I PROVIDE 1" PVC CONINIT FROM
- GATE OPERATOR TO INTERRUPT LOOP
PROVIDE 1" PVC CONDUIT FROM --- I i i FOR (X)NTROL WIRING
GATE OPERATOR TO INTERRUPT LOOP I
FOR CONTROL WIRING
� I S"� CONCRETE FILLED PIPE
I iI
i 6'-0" A.G.
I I �
30,2P
L3�A-32,34
e 2J12+1112GND, 1"C
f
GATE OPERATOR ON
------------------------- CONCRETE PAD —
YERIFY SIZE WITH
MANUFACTURER
GATE OPERATOR WIRING — I
SEAL ALL EXTERIOR WALL I I r CMU WALL
BUILDING 4 SITE DETAIL
BUILDING 4 ELEVA,rIGN
1 "C
CONCRETE SIDEWALK
4 �
10:
33897
Terrell R.
Thomas
ADVANTECH
FACILITY DESIGN INC
Archbodure - Engineering
3280 E. HEMISPHERE LOOP STE 110
TUCSON AZ 85706
520-806-0903
Andy Anderson, LLC
4520 HACIENDA DEL SOL
TUCSON AZ 85718
520-299-8770
®owl Engineering
166 W. ALAMEDA
TUCSON AZ 85701
520-882-8696
Novak Environmental, Inc.
4574 N. FIRST AVENUE
TUCSON AZ 85718
520-206-0591
Schneider and Associates
1700 E. FORT LOWELL ROAD, SUITE 109
TUCSON AZ 85719
520-512-8183
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PROJECT NUMBER:
10511.00
DRAWN BY:
LA
CHECKED BY:
TT
CAD FILE:
A510.41F
SCALE:
AS NOTED
BUILDING 4
SITE DETAILS
AND ELEVATION
A51 OAF