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Home My WebLink AboutOV120305 TOWN OF ORO VALLEY STAFF REPORT TO THE DEVELOPMENT REVIEW BOARD MEETING DATE: June 10, 2003 TO: DEVELOPMENT REVIEW BOARD FROM: Robert Conant, Planner II SUBJECT: OV12-03-05, LITTLEJOHN ENGINEERING ASSOCIATES, REPRESENTING NORTHWEST MEDICAL CENTER — ORO VALLEY, REQUESTS APPROVAL OF A DEVELOPMENT PLAN TO CONSTRUCT A 96 BED HOSPITAL WITH ASSOCIATED USES OF EMERGENCY, OUT-PATIENT AND ADMINISTRATIVE USES AND A MEDICAL OFFICE BUILDING OF 70,000 SQUARE FEET ON 37.72 ACRES LOCATED ON THE NORTHWEST CORNER OF TANGERINE ROAD AND INNOVATION PARK DRIVE, PARCEL 223-020-23A BACKGROUND: On July 29, 1987, the Oro Valley Town Council adopted the Rancho Vistoso Planned Area Development (PAD). The adopted PAD designated approximately 60-acres for hospital and medical uses. The property is zoned PAD with a land use designation of Hospital. The PAD at the time of adoption did not include any development standards for the hospital use. The Town Council adopted development standards for the Rancho Vistoso PAD land use designation Hospital on May 21, 2003. SUMMARY: Site: The site is located on the northwest corner of Tangerine Road and Innovation Park Drive. The site consists of 34.99 acres and sits approximately 15-feet below the finished grade of Tangerine Road and at grade with the future Innovation Park Drive. Development Plan: The Development Plan is in general conformance with the requirements of the Rancho Vistoso PAD and the OVZCR. The maximum height of the hospital building under the PAD is 75-feet and the maximum height of the adjacent medical office building is 50-feet. The following setbacks are required and have been exceeded per the development plan. Front Side Rear Proposed Hospital Stds 100 ft 50 ft 75 ft OVZCR TP Zoning 35 ft 50 ft 50 ft Rancho Vistoso CPI 25 ft 20 ft 30 ft Tangerine Corridor Overlay District (TRCOD) The setback requirements of TRCOD have been met and/or have exceed by the standards set forth in the Rancho Vistoso PAD TOWN OF ORO VALLEY DEVELOPMENT REVIEW BOARD STAFF REPORT Page 2 Design Guidelines: The following design guidelines per Chapter 16 of the OVZCR apply to this project. Section 16-103(A)(3)(a)Plot vistas during master planning to identify significant visual resources. The long vistas from this site are the Catalina and Tortolita Mountains. The hospital has been placed so that the patient rooms may enjoy views of both mountain ranges. Section 16-103(A)(5)(b)Design buildings so that orientation and height are sensitive to adjacent land uses. The adjacent land uses will be a continuation of the Rancho Vistoso Business Park. The finished floor elevation of the first floor, of the hospital is approximately twelve (12') to fifteen (15') feet below Tangerine Road and the building raises to a height of 75-feet to the top of the parapet. The closest residential neighbor is 2,008-feet to the south of the project site in Catalina Shadows and their view will be the top three floors of the building. Section 16-103(B)(4)(a) Break up mass of large buildings by dividing into basic geometric components (one story at pedestrian entrances), with intersecting wall planes. Section 16-103(B)(4)(b) Emphasize the horizontal, but break up long continuous building surfaces with off-sets or contrasting forms. The mass of the building is broken into different planes, by rounding the center portion of the patient tower and by setting the tower back from the single story entry to the hospital. The single story element contains a rounded main entrance and services such as emergency, out-patient services and administration. The long building surfaces of the patient tower is broken by a relief band of columns supporting a header and by gradual changes in color which will de-emphasize both the horizontal plane and the vertical height of the building. Parking: The hospital and medical office building are over parked per the parking code; however, Section 27.C.2 of the Parking Code provides for alternative compliance. The following parking spaces are required per the code: Hospital 1 space per bed 96 spaces 1 space per employee maximum shift 200 spaces Medical Office Building 4.5 spaces per 1000 sq. ft. TOWN OF ORO VALLEY DEVELOPMENT REVIEW BOARD STAFF REPORT Page 3 70,000 square foot building 315 spaces Total for site 611 required The hospital campus (site) proposes to be parked at 990 spaces for the following reasons: 1. Employee Parking — Because of the requirement for three shifts of employee parking that will overlap during shift changes increased employee parking must be factored into the parking provisions. 2. Ambulatory Surgery Services — Due to the growth in ambulatory surgery services, higher visitor parking ratio has to be factored in. 3. Medical office employees — Higher levels of staff parking have been recognized for recent developments. 4. Increased patient/visitor requirement — An increase in visitor parking requirements. Based on our experience and the current trend in Medical facility parking requirements, we recommend the following ratios for parking: Medical Office Building—5/1000 Hospitals—2/bed and one per employee on the greatest shift Based on the above the applicant is proposing 350 spaces for the Medical Office Building and 640 for the hospital, for a total on site parking of 990 spaces. This represents an increase of 379 spaces over what is required by the OVZCR. Staff has reviewed the applicant's analysis and current available literature on hospital development and parking. The parking has been scattered around the two buildings, with greater than 50% of the parking to the rear and out of view from Tangerine Road and the parking has been screened from Innovation Park Drive. All of the parking areas have been landscaped to provide a 60% tree canopy at maturity. Staff does concur with need for additional parking on the site and recommends that DRB approve the alternative parking compliance. Traffic and Circulation: The traffic generated by this proposed hospital will have an impact on the area highway network. Various road improvements are planned to offset this impact. Innovation Park Drive will be completed from Tangerine Road to the existing terminus near the Ventana Medical System facilities in Rancho Vistoso Neighborhood 3. The pavement section of Innovation Park Drive will be a four lane roadway except from Tangerine Toad to the southern hospital driveway. This section of roadway will be a six lane divided roadway with left turn lanes. Improvements to Tangerine Road will also be necessary. The road will be widened to install east bound left turn and west bound right turn lanes. A traffic signal will be part of the intersection improvements. These improvements will be temporary. The Arizona Department of Transportation (ADOT) has recently begun the planning and design phase to widen Tangerine Road to a four lane divided roadway from Oracle Road to First Avenue. A permanent traffic signal at this intersection will be constructed with the ADOT project. TOWN OF ORO VALLEY DEVELOPMENT REVIEW BOARD STAFF REPORT Page 4 In the future, a traffic signal may be required at the hospital southern driveway. It will be the responsibility of the developer to conduct a traffic signal warrant study to determine if a traffic signal is justified. If a traffic signal is justified the developer shall install it at their cost. Grading: This site gently slopes from the north to the south. The proposed grading design will maintain slope direction. The maximum amount of fill will be six feet near the main entrance to the hospital building. Low-density soils are present on the site per the soils report. Kleinfelder, Inc., the geotechnical engineer, is requiring the upper 12-feet of existing soil be removed and recompacted in all building areas. A type two grading permit is required to construct this site. Drainage: This site is currently in the floodplain of Big Wash. However, a phased Conditional Letter of Map Revision (CLOMAR) has been approved by FEMA. The first phase will include constructing a levy from the Tangerine Road bridge north to the eastern side of Rancho Vistoso Block Lot 3. At this location, the levy will tie into an existing hill. This levy will remove the hospital from the floodplain of Big Wash. A Certificate of Occupancy will not be granted for the hospital until FEMA has approved the Letter of Map Revision. The existing drainage pattern, from north to south, will be maintained in the proposed drainage design. Grading of this site will conform to the proposed grading concept for Rancho Vistoso Neighborhood 3. Because of this grading concept and the proposed levy construction, the drainage area served by the existing four cell 10-foot by 4-foot box culvert under Tangerine Road will be reduced by approximately 85% in the post development scenario from the pre-existing state. Additionally this box culvert flows directly into Big Wash. With these considerations the Department of Public Works will not require detention to be provided. A first flush treatment per the National Pollutant Discharge Elimination System (NPDES) Phase 2 requirements is proposed and required. Helistop: A helistop has been included within the development plan for reasons that most hospitals today require such a facility. The permitting of the helistop for the most will be through the FAA and ADOT Division of Aeronautics. This is a helistop as opposed to a heliport. This facility will not have any fueling area or maintenance facility connected with it. The helistop will be used for emergency transportation of patients only. The helistop will be screened from Tangerine Road and Innovation Park Drive by landscaping; otherwise the facility will be visible on site. The Arizona Department of Transportation (ADOT)requires a minimum of a 50- foot clear space around such facilities. For the purposes of efficient movement of patients the helistop is located close to the emergency entrance of the hospital building facing Innovation Park Drive. • • TOWN OF ORO VALLEY DEVELOPMENT REVIEW BOARD STAFF REPORT Page 5 Noise from this facility would not be any greater than is now with over flights that currently occur in the area. A helicopter would be landing and taking off from the hospital about once a week. The closest subdivision to the hospital is Catalina Shadows to the south of Tangerine Road, the distance from the helistop to the closes house in Catalina Shadows is 2,008 feet, Safeway is 3,217 feet and Horizon Heights is 4,251 feet. Lighting: All outdoor lighting on the site will be in compliance with Chapter 17 of the OVZCR. Signage: All signage will be per the Master Sign Program to be established by Northwest Medical Center—Oro Valley. Public Art: The public art for the hospital and medical office building has not been developed at this time. The applicant is aware of the requirement for public art and staff has had discussions relating to the type and placement of such art. The public art will be the subject of a separate application. Rancho Visotos PAD Requirements: The proposed Development Plan is in conformance with the requirements of the Rancho Vistoso PAD as amended. All structures proposed by the development plan are within the required setbacks. Zoning Code Compliance: The Development Plan has complied with all applicable sections of the OVZCR. General Plan Compliance: The following policies apply to this project: Land Use Policy 1.2F: Locate higher density land uses and transportation-dependent uses near major transportation corridors. Although this use is not particularly a high density land use, the amount of traffic in and out of the site requires access to a major transportation corridor. Tangerine Road, being a major arterial through the area, is well suited to handle the traffic impact of this land use. Transportation Goal 2.1: To ensure the safe, convenient and efficient vehicular and non-motorized traffic circulation to serve both within and through the community. TOWN OF ORO VALLEY DEVELOPMENT REVIEW BOARD STAFF REPORT Page 6 The intent of the Goal and its related Policies are complied with by the siting of this use at the location of a major and minor arterial road system. The location provides for safe and efficient movement of traffic and emergency vehicles in and out of the area. Economic Development Policy 3.1D:A diverse economic base is desired to reduce Oro Valley's dependence on revenues from growth. The use promoted by this development plan will help diverse the economic base of the Town by the allied uses that will be developed around this area such as hotels, restaurants, medical supply companies and stores, etc. Policy 3.1J: Employment-related uses are encouraged to provide work places for a growing employment base. The use will be an employment generator in the area both for residents of Oro Valley and outside the Town. COMMUNITY MEETINGS: Northwest Medical Center held neighborhood meetings on March 18 and 20, 2003. On March 18, twenty (20) neighbors attended the meeting held at the Painted Sky Elementary School in Rancho Vistoso. The concerns raised at this meeting were lighting and noise from emergency vehicles and helicopters. On March 20 ten (10) neighbors attended the meeting held in the Council Chambers of Town Hall; all of the questions rose concerned staffing of the hospital and services to be offered. The hospital feels very strongly that sufficient staffing will be available to staff the facility and that they are actively recruiting staff now. The Fire Chief from Golder Ranch Fire District stated that state law requires in an emergency that vehicles use sirens until they arrive at the emergency entrance to the hospital. PUBLIC PRESENTATION: Pursuant to Resolution (R) 98-31, "all presentations before Boards, Commissions and Council of rezonings, subdivision plats, development plans, and planned area developments must be formatted to be shown on the Town's projection system or overhead system. The Planning and Zoning Administrator; however, may exempt certain projects." A presentation must be designed to insure that the audience, staff, and voting body can view the graphics. Examples of acceptable formats are Power Point, Arc View, videotape presentation, presentation boards and/or overhead transparences. The applicant is responsible for the development, presentation, and coordination of all presentation materials. If an applicant does not conform to the aforementioned resolution, the item may be continued due to non- compliance. RECOMMENDATION: Staff recommends that DRB recommend that the Town Council approve the Northwest Medical Center — Oro Valley Development Plan, subject to the conditions listed in Exhibit A. I \ _1111 II I \ TOWN OF ORO VALLEY DEVELOPMENT REVIEW BOARD STAFF REPORT Page 7 Staff furthers recommends that the DRB approve the Alternative Compliance parking standards for the Northwest Medical Center—Oro Valley. SUGGESTED MOTIONS: The DRB may wish to consider one of the following motions: I move to approve the Alternative Compliance parking standards for the Northwest Medical Center — Oro Valley and recommend that Town Council approve the Development Plan subject to the conditions listed in Exhibit A attached herewith. OR I move to approve the Alternative Compliance parking standards for the Northwest Medical Center — Oro Valley and recommend that Town Council approve the Development Plan subject to the conditions listed in Exhibit A attached herewith and the following added conditions: OR I move to deny the Alternative Compliance parking standards for the Northwest Medical Center — Oro Valley and recommend that Town Council deny the Development Plan finding that: Attachments: 1. Exhibit A 2. Development Plan Planm n oning Administrator Contact: Brad Lipsey Littlejohn Engineering Associates Fax (615) 385-4020 Paul Kappleman, CEO Northwest Medical Center—Oro Valley Fax 818-0597 , r. EXHIBIT A CONDITIONS OF APPROVAL OV12-03-05 1. A Master Sign Program shall be developed and approved prior to the issuance of building permits. 2. Public Art shall be approved by the Town Council for the Hospital building and the Medical Office Building prior to the issuance of building permits. 3. Indicate the design speed and vehicle for the project as a General Note per Section 4-504(C)(16) of the OVZCR. 4. Show the pre and post developed flows for the 100-year event per Section 4-504(D)(1)(a) of the OVZCR. 5. Show the size and materials of all existing utility piping. Provide a revised drainage report. Provide a revised traffic impact report. 0-- 8. It will be the responsibility of the developer to conduct a traffic signal warrants study to determine if traffic signals are justified at driveway B. If a traffic signal is justified the developer shall install it at their cost. Provide funds in escrow to the Town of Oro Valley for the hospital and Rancho Vistoso Neighborhood 3 share of the future intersection improvements for Tangerine Road and Innovation Park Drive. 1 - 3 GENERAL NOTES: DEVELOPMENT PLAN JUN 1. GROSS AREA OF DEVELOPMENT: 37.72 ACRES 8. DRAINAGE WILL NOT BE ALTERED, DISTURBED OR �� NET BUILDING AREA: 7.83 ACRES OBSTRUCTED WITHOUT THE APPROVAL OF THE ORO VALLEYNORT FOR TOWN COUNCIL. 3 R14E 2- IXISTING ZONING: PARCEL IS DESIGNATED "HOSPITAL USE" IN RANCHO VISTOSO PAD. ! t010 R 3. BUILDING SQUARE FOOTAGE: HOSPITALOR BUILDING OFFICIAL FOR8PHASE 160,000 S.F. D. �L HWEST 4. AMOUNT OF PARKING REQUIRED: 10. ACCESS ACROSS FLOOD PRONE AREAS TO BUILDING oNE�{g�R ppp 2 MEDICAL OFFICE SPIES WILL 8E APPROVED BY THE TOWN ENGINEER AND UNSUBOMDED COIMMERCIHAL CETITER 4.5 SPACE/1000 S.F. (70,000) 315 SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 1►'' TOTAL 315 TE R HOSPITAL 11. DEVELOPMENT PLANS WILL BE SUBMITTED FOR `� 1 SPACE/1 BEDS (96 BEDS) 96 COMMERCIAL LOTS OR PADS PRIOR TO ISSUANCE OF ANY TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA `o TOTAL 96 PERMITS BY THE TOWN ENGINEER AND/OR BUILDING OFFICIAL. M r O ill AMOUNT OF PARKING PROVIDED: 12. APPROVED IMPROVEMENT PLANS AND APPROVED PREPARED FOR: �� a ,� DIEti" TYPICAL SPACES 951 ASSURANCES WILL BE REQUIRED PRIOR TO ISSUANCE OF HANDICAP SPACES 45 GRADING PERMITS. TRIAD HOSPITALS PROJECT LOCATION t : -01 > UNSUBDMDED TOTAL 996UNSUBDNIDE ~ AMOUNT OF BICYCLE PARKING PROVIDED: 13. PROPERTY OWNER, HIS SUCCESSORS OR ASSIGNS AGREE TfladI$13 E" TANGERINE ROADItli . (CLASS I PROVIDED INSIDE OF FACILITY) WEED FREE, TRASH FREE CONDITION, 2)REPLACE ANY.DEAD HOSPITALS,S I'I'J A L S, INC. �PLANT MATERIALS WITHIN 90 DAYS AND 3)MAINTAIN THE tt10ORO VALLEY, ARIZONA 85737 j� ��J g 5. BASIS OF BEARING IS THE NORTHEAST QUARTER OF IRRIGATION SYSTEM IN PROPER WORKING ORDER. Q Q ,—�1'1•, K SECTION 31, TOWNSHIP 1 1 SOUTH, RANGE 14 EAST, GILA& 5 2�� 8 180778 •��r SALT RIVER MERIDIAN, PIMA COUNTY,ARIZONA• AS RECORDED CONTACT: PAUL KAPPELMAN,C.E.O. ,�` ON THE BLOCK PLAT OF NEIGHBORHOOD 3, PHASE 1, LOTS 2 Z AND 4 THROUGH 8, IN BOOK 54 OF MAPS AND PLAT, PAGE NEIGH RH 36 THEREOF_ PREiNJ:iii2BIIER:.EATeD7nle:PsNO:Fezr::GABLE SAID BEARING BEING: N 00'00'20"E Tl 1 S � DESERT SPRINGS T12S 13 BK 51(MA�P), PG 011 6. ELEVATION DATUM: BASED ON BENCHMARK BEING AN ADOT CATAU�IA SHADOWSBRASS DISK RIGHT-OFWAYMARKER, LOCATEDALONGTHE ( )BK•37 M&P,NORTH RIGHT-OF-WAY OF TANGERINE ROAD, APPROXIMATELY LITTLE]OHNENGASSOCIATS / \ 1308 FEET WESTERLYOFTHECENTERLINE OFVISTOSOCOMMERCE LOOP, NOW INNOVATION PARK DRIVE, BEING THE CNGINE CRINCPLANNIAPCARC 111TC CTUR C9 NORTHERLY END OF A RIGHT-OF-WAY COURSE WITHA1935 Twenty-First Avenue SouthN37212Phone615-385-4144BEARING OF S17 14'34" E 9.99 FEET IN LENGTH. SAIDCONTAD LIPSEYTEMPORARY „ELEVATION IS 2687.29FEET.7. DEVELOPER WILL COVENANT TOHOLD TOWNOF ORO ' • I✓ ` s 3. = 1 MILE aCATAUNAVALLEY, ITS SUCCESSORSANDASSIGNS, HARMLESSINTHEt f GENERALCONTRACTDRLOCATION MAP STATEPARKEVENT OF FLOODING. :- ' 1N OFFICES t :- ? A PORTION OF SEC. 29, 30, 31 32, T.11S., R.14 E., IBLE I l LOT 5 BUILDING LOCATIONS }: 1 G.&SR.M., TOWN OF ORO VALLEY, PIMA COUNTI'. AR/Zri?NA t f 25 ACRE PARCEL - t I } � zoxan R(aosPrw vsE) v...t. ,. , : A PROPOSED LEVEE I , EXaIs�LL T/GT• ;s;ti. LEGEND CONSTRUCTION OF LEVEE,BANK t _ ;�'-•" ' /:%`,:.: } t INNOVATION PARK DRIVE — PROTECTIO N AND TRAIL LANDSCAPE - - * r AI TT R SHE NUMBER I .:;>'o.: ;. -{>''----. -• DET L LE E ET :�;:::Y<';;: >:n;:. c;: ;:�;: ;:�:: •;: AY AND _- CONTOUR R • TO BE PERFORMED UNDER SEPARATE I: -- ,.�• ":: . CONSTRUCTION OF ROADW t EXISTING C 0 PERMIT. I j/ I --' ..- • DEVELOPMENT WITHIN PUBLIC R.O.W. O t •�'»: ..:..�' _Ma v% 1 _ TO BE PERFORMED UNDER KARATE —02 PROPSED CONTOUR .Ar. .-: , ,.x..:... .......:..:: ...: e ;s•. _ _ Vhs:4' PERMIT. • 3::. ;;.. :-:: s;'x ..:,':_`.;:W,,. c 2 CONCENTRATION POINT t ;;;::• ..:•:_s....."..�.;.,.,,. ::: .. :•-,.x:,,... :;:.;=:•'' - - :F_ ;�; ':: �,. TT PROPERTY LINE/CORNER € s T , 110 S 1 'S-F t t .` 5• FFE 07.00 FINISHED FLOOR ELEV. NUMBER OF PARKING SPACES •' y: =1• :, "_ ( 1 • FPE 07.00 FINISHED PAD ELEV. ::::: ..... I. _ V`T. 2 CONSTRUCTION NOTE " • T PAVEMENT& CURB - , ., ... .. ....._. ;.. w.. W`x:x �w'iv �}�j''_w ,#i:JF" O \ rF ..... j 1 r� q \ ' n`rf'x z +Y ;L � I1% � l `ry• , 4 r. T4>t PROPOSED PAVEMENT & CURB I i?1,1 j/ / r{x p•' � k 4 +„+� 1 c �� EXIST_ SANITARY SEWER & MANHOLE 1C.r,='-il�{;aa/ E =:u...,. . ,.. -__..:... :. .1 •,v. <: a • EXIST. PAVEMEN,;'..:.--" '''''''''''' ' V. -...'./ T & CURB -/, b n 1 ?i:L 1 1 I ,le.•-* -1. • y ii(A t..././ S [� 1 T R- 3 R� L ^:`:?.: ...................................................... - VALLEY HOS PITAL,': � P PA - ORO ARtfE C- y • _ ::FFE 270QOt; :� lr,, ;•;tiirt;emy!a,: ': g1:. .: try I E a MEDK AL OFFKZi::•. .t: 1 :;BURDINGsaii:;•s;;:a ,.:. Rr < t' ; t• - 1: 1 :.: "•:'FFE 1700A;;.r''.. i ............. .......... is ,00 \ • : :Ie F f t ................... :. I S , ,:: 4...,.• >, IEO1�1.7G... ................ >...................... ..,::::•::: .......,.•E2Silc:=ter f0 �"' 0 if,' ..;..::.:: f M: 'nzfr� �y�'�\\ FU"• F I . .: .E:P,E ,11:� 1 f}E 1 I _ '-el I� III = ,- y I I f I�� \ `�� - - H �i'xaze DEVELOPMENT PLAN i Il' ~. '/,-'*-- \--_ J FOR I I� I ;' •« -• NORTHWES R.T MEDICAL I �. �/ : N, OUR • f I� , .--- ..T-A 1) • - TOWN OF ORO VALLEY, ARIZONA N g R 1 N E 3 t. - 0 A :, I j e tau :' EC.31.TPIMA C Agr- i TY 4 : i. .'i .1 :-1. .f. �' - --- ..-1"._...._.....-..... ......_._-......_ CONTAPRILNTERVAL-1 FOOT oi, ;.if..-4. ,. -' --' '/ TOWN OF ORO VALLEY Na OV12-03-05 - 1�- ........-'' P.�/I REV.DATE MAY 23,2003 %• SCALE 1 = 120' S�2ot:n LEA PROJECT No:23046 SHEETIOF l0 VV.-';.'::;01,7.194.?... • � r 4 • X K N x IL._..i( 1\-�F—>f--mac- �•---fit- '' ' II . .. ... .. --f 4 SEESHEET9O10 8. , ..:�::.. «;,:.«:..:.....:...:.-..:-'...........::..:. ..... .....::.,:.;.. . :. -... ... FOR TEMPORARY ADMINISTRATION I,I*I" •-:: .........-.-..:..:..:..... CONONY 1 ( or } . ... ...... ... •:•:•::-.•:•.::.. - YOUT AND GRADING.J }:.:.. � } A�"�"• ' �. :'O ;17:':-....I. � ............. : -::: m tOoF•culls 6• SCRUM CONCRETE tulle OPEN .: , CIAfS i1 CONCRETE(3600 pn) • .".1.:.:1..:1:.•••:: ... AREA ::: ::.::. 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I I ( eo I #T4# } 1 ..: ! .r .....r:'::•:: ��:••`.1 �// ` .. ........................ 4:sF'.e :;.;:�::.:.:;r:s:a;:;....ss,, 1YPHELI�0 s 4 1 I o ?: i::?.. .:.:.. 1gff•'': '�';: -1' ` �;/'!/ ,I✓. ..��. ,a.;..s; " S?s MARKING�-. FUTURE u. .....<., NORTHWEST N /00/,/, BOOK540FMAP5&PLATS ' 1 PARKIN1:4G ;;:.;:... ......... e•s�` w R 1, - ..................... ORO VALLEY HOSPITAL:.:.".' ::�. �' <:;.�,. _ -;:;;: ....yyr... j•//�:... vilfi... .^fi,.:p<_ MIBULANCE�' ,r + �•�: ............................ ..-.. o,, „ BI .....................:: 7 ENTRANCE'FFF 2 00 0 �PARKI .} s NG oii f.,4r -‘..-yt / �rt�� / •/VviB 'F: • ...:..............::. ♦ �;1"\W"::;1' .... .........• A .. ...... ..1..\... .............. .. .......................':....... EMERGENCY ::.:....... � ;<.:;:.;::;;;-;:::-::<►#�, :••y;'- a :.,. .. HOSPITAL. ::: ENTRANCE ..... t � ;.s`;=:: r' .f.: pnii, a/ S� INNOVATION PARK DRIVE ...............MAIN ENTRANCE....4/ • ........... . , s::-.-:-:-;;,•.. .., .. .............................. ...... ....... ......................................... .: : :.:::.:'::..... �.'::. ....:... .7!:A�lki:.. �` s i':' CONSTRUCTION OF ROADWAY AND • • I• 4 �.. V®...... M : r DEVELOPMENT WITHIN PUBLIC R.O.W. ::.:....... :''-s i`t TO BE PERFORMED UNDER SEPARATE 's:/ PE 480 RMIT. i :%:': " ; : ':::':: :::::MEDICAL OFFI !':::':::. TACTILE wAR c :. �:::><: e ::n.: : . ..... ...................... ...,. .. STRIP(TYP.) .,.. :.'.'.'::.'.' -`sis•'•4:�.,•.. �" !;:';;;,.t:s. ,. / ................. ..... ... .BUILDING- .. _ K f.=` coYErlm r:i:: ' ,r' ; ,' \ PARKING -w z: `+�ti:' , �.+'.i S='' t i• Q TYP. :: ::pie>: FFE 2700.0� ��,� ..��'�� v i -r,4.- 1 \ 9 .>t 44 . -00 • : ,. g CYCLE �, V E >. d a 5� 1 �i. •� KIN:i AR G ;... ,,,,,1,,,,,,,:: • ..... ./.11/1/ 8 9' TYPICAL ..::>:::.:. ,t,...--,,.... . •.X. 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'' ..•..••••••••••••••• ......... . ,..:.........,...,..".'‘.'::.;.;.:. ./...k..:.:'.'.'..'..':'.:::..):!:.:.'7.'.'.s.:.:.^,•.•:'\..','. '.'eg,'Iti,?,',. :, \ .V •' • . •... :., . .. : ..!'..-•'-''' ^ •••!.." .." ''''',::'''.-;.,,T), ••...... ......'""'""""-" .........•.. ....—•"---"""• ...„„.. -‘'.ii--..s.•.V.•-•'-",".`..:...1::. :.-.....',,."--:-.•.•:-..:;:.:;.X'...-....:-;,.".:.:.• ..r..-. VALLEY A PORTION OF SEC.31,T.I1 S.,R.14 E.,G.&S.R.M., \or TOWN OF ORO VALLEY,PIMA COUNTY,ARIZONA SCALE V'=41Y in. ''' •-•--:: .•.--...v:-A-1::-,tt....\....-..... •......- , ---- --- .. - - -,.\--\ , -- '--- , ..-- - - ;,,----.v------..-,.•••••••OUT-PATIENT...-:-.....-.......•.-.•.•.•••.•••-.--...•••'!.••• 004 A::.-5'34--....... y.... .- :-,:-.... 9.8'7 'r ...".,:•.-:-.•:.:I 6 --"••••••`••••• .....A-.-.',-...- -".. •:•:•••.•:-'••••••••••••••.•.•..........:....... I \.-.•.. '•'.. ,•••-.-,.,-"\- -•‘..-.- ..- • .• . .. •'' -4 \ =4,7s.,r- ........•.•.•• CONTOUR INTERVAL 1 FOOT ....."‘1;••••\....\:.•!:'."..-j.*:.'..':':;''':'.7.t':i.Y$F....'..... ss. ', .':.'..7,.. .........'i:.`,".'1 7.- •747. '.,....:';:.•,•••:.;.....1.,.:;...i: ':‘ . \ ." ........•.•.••;••.'•••••.;•ENTRANCE.......-:•:•:•:•:.:•:•:•:•........-...•.............-......77...7...... , lk ••••••••—•••••" ..... ...........••••-••••••••••••••••,•-•... . DATE:APRIL 18,2003 ".......'........-..--'..'''‘....". .:.-.**.•.-. LITTLEJOHN ENGINEERING ASSOCIATES TOWN OF ORO VALLEY Ncx OV12-03-05 ;'.‘e,'''.:. ..**?.;'::!").;.':':':'..*:.:.'..* :.:.:.:.:.'••-.:.:...4.: ...111.1r.,S g.... ..."":-.'..-.• . ..:.•••••••-'-'-'-'...,,:;"• REV.DATE LEA PROJECT N.23046 . '‘X.,NA..'..*. ...:.-.:..-..:.'..'..'„..:'.'_, .':.-.'.-K:.'.'.-.'\-.:.:1,.:.:.. '.:::.•..,:a•, '• -:.1 '''-ii-.:. 011 -..--•;-.•-:-:-:-:-.•.:.:::..•...-.;,. ...:,' :'.Ft 1935 Twenty-First Avenue South Nashville.Tennessee 57212 Phone 615-3854 ..A.;-.;:• :.*:111;11'3.01"'".:V.:\.'.-.V.7 ...b-,-12.i.-. \ ...:-.,• ,...-...-,.....--' -7 7 A - ' '• ..- ....: , ........-i....-.....- - . . .•.,-•-... ...... . FNCINFERINC •PLANNING• LANDACAPF ARCHITPCT:r. SHEET 4 OF 10 ;,. ••••'. .1.:•••••••••••••••• •:•:--:•:,.:-A:.-..r1X•Y'''..---- '.7.1--7.:":.f "-e-4o-:-::...-.--- ..:.•./. STurcnv SEWER PIPE CODE INV. CODE INV. GRADE %_ SIZE LENGTH (ft) TYPE CURB CUTS CONCRETE FLUMES A8 94 A7 93.24 0.5 24 " 151 RCP WIDTH OF DRAINAGE 100-YR FLOW i WIDTH OF 100-YR FLOW A7 93.14 A6 93.08 0.5 24 " _ 12 RCP CODE OPENING (FT.) AREA (AC) FLOW (CFS) CAPACITY (CFS) CODE` FLUME (FT.) FLOW (CFS) CAPACITY (CFS) A 6 92.98 A 5 92.75 0.5 30 " 46 R C P CC1 2 0.12 1.1 2.4 CF1 2 1.1 5.5 A5 92.65 A4 91.92 0.5 36 " 146 RCP A 4 91.82 A 3 91.76 - 0.55 36 1 1 R C P CC2 4 0.30 2.7 4.7 CF2 r 4 2.7 12.4 A 3 91.66 A2 91.1 1 0.5 36 " 1 1 0 R C P CC3 8 0.70 6.3 9.4 CF3 i 8 Y 6.3 26.6 A2 91.01 Al 90 0.5 36 " 202 RCP CC4 1.67 0.12 1.1 2.0 CF4 1 1.67 1.1 4.4 CC5 4 0.50 4.5 4.7 CF5 4 4.5 r 1'I 4 H 1 92.84 D2 91.24 2.0 24 " 80 R C P G1 94 36 D2 91 24 2.0 24 " 156 RCP CC6 1.67 0.12 1.1 2.0 CF6 1.67 1.1 4.4 F1 92.86 D6 92.17 0.5 24 " 138 RCP CC7 4 0 30 2.7 4.7______ CF7{ ______4______._.� 2.7 12.4 D8 9 4.0 3 D7 9 3.4 3 0.5 24 " 12 0 R C P CC8 4 0.35 3.2 4.7 CF8 • 4 3.2 12.4 D7 93.33 D6 92.17 0.5 24 " 232 RCP CC9 6 0.55 5.0 7.1 CF9 l 6 5.0 19.5 D6 92.07 D5 91.79 0.5 30 " 56 RCP - D5 91.69 D4 91.64 0.5 30 " 10 RCP CC10 8 1.00 + 9.2 9.4 CF10 ' 8 9.2 26.6 D4 91.54 D3 91.04 0.5 30 " 100 RCP CC11 2 0.20 1.8 2.4 CF11 6 6.3 19.5 D3 90.94 D2 90.34 0.5 30 " 120 RCP CC12 2 0.13 1.2 2.4 CF12 8 8.1 26.6 D2 90.24 D1 88.5 0.5 36 " 347 RCP CC13 6 0.70 6.3 7.1 CF13 2 + 1.6 5.5 C2 93.5 Cl 89.5 1.32 24 " 303 RC P . _ ___ , _..__.. ____________:____.__.. J2 88 J 1 88 0 30" 16 R C P CC14 8 0.90 8.1 9.4 CF14 1 10 11.0 33.8 K2 88.2 K1 88.1 1.25 24" 8 RCP CC15 2 0.18 _ 1.6 2.4 CF15 i 4 + 4.5 12.4 L2 88.2 L1 88.1 1.25 24" 8 RCP CC16 10 1.20 11.0 11.8 CF16 1 2 0.90 5.5 M2 87.8 M 1 87.6 0.6 30 32 RCP CC17 4 0.50 4.5 4.7 CF17 6 5.8 19.5 DRAINAGE TABLE CC18 2 0.10 y 0.90 2.4 CF18 I 1.67 0.50 4.4 CODE STRUCTURE TYPE TOP OF GRATE 100YR FLOW (CFS) SPREAD(FT) CC19 12 1.50 13.5 14.1 CF19 1.67 0.70 4.4 Al HEADWALL - - - + CC20 2 0.24 2.2 2.4 CF20 1 2 A 0.30 5.5 A2 PIMA CB TYPE 5 L=8' 97.00 4.08 12.1 + CC21 4 0.51 4.6 4.7 CF21 i 2 • 0.30 5.5 A3 PIMA CB TYPE 5 L=8' 97.00 3.63 8.54 CC22 6 0.64 5.8 7.1 2 A4 PIMA CB TYPE 5 L=8 97.00 4.72 13.3 CC23 8 0.85 7.7 9.4 2 A5 PIMA TYPE 4 97.00 4.72 12.85 CF23 A6 PIMA CB TYPE 5 L=8 97.20 9.98 15.72 CC24 6 0.73 6.6 7.1 A7 PIMA CB TYPE 5 L=8' 97.20 5.62 13.26 CC25 2 0.20 1.8 2.4 A8 PIMA CB TYPE 5 L=8' 97.00 13.79 11.83 CC26 1.67 0.06 0.50 2.0 B 1 NA NA - - CC27 1.67 0.08 0.70 2.0 Cl HEADWALL - - - •CC28 4 0.30 2.7 4.7 C2 JUNCTION BOX 99.50 19.15 - 4 0.30 + 2.7 4.7 D1 HEADWALL - - - CC29 D2 PIMA TYPE 4 99.60 0.06 - CC30 2 0.03 0.30 2.4 D3 PIMA TYPE 4 98.30 1.21 _ - CC31 2 0.03 0.30 2.4 D4 JUNCTION BOX 99.50 - - CC32 2 0.18 1.6 2.4 D5 JUNCTION BOX 99.50 - - CC33 2 0.22 2.0 2.4 D6 PIMA CB TYPE 4 99.30 - - D7 PIMA CB TYPE 5 L=4' 98.00 4.72 7.38 D8 PIMA CB TYPE 4 98.00 12.9 12.63 El NA NA - - Fl TRENCH GRATE W/ PIMA TYPE 4 95.50 - 11.12 25.79 G1 JUNCTION BOX 99.80 14.36 - H1 JUNCTION BOX 99.80 7.28 - J1 HEADWALL - - - J2 POND OUTLET STRUCTURE - - - K1 HEADWALL - - - K2 POND OUTLET STRUCTURE - - - L1 HEADWALL - - - i.,, L2 POND OUTLET STRUCTURE - - - ,,: M 1 HEADWALL - - - �9'jot< M2 POND OUTLET STRUCTURE - - - DEVELOPMENT PLAN FOR tlJ NORTHWEST MEDICAL CENTER ORO VALLEY A PORTION OF SEC.31,T.I I S.,R.14 E.,G.&S.R.M., TOWN OF ORO VALLEY,PIMA COUNTY,ARIZONA 01 SCALE Y=60' CONTOUR INTERVAL 1 FOOT DATE APRIL le,2003 LITTLEJOHN ENGINEERING ASSOCIATES OWN OF ORO VALLEY Na OV12-03-05 F.N(;IN F F.RIN f. -",.INN NINC: 1.AN nRC'An F. ARCH ITF CTIIRF. REV.DATE MAY 23,2003 1935 Twenty-First Avenue South Nashville,Tennessee 37212 Phone 615.385-4144 LEA PROJECT No:23046 SHEET 5 OF 10 . , „._, „._, . , ....)-( ;',1,•,...4‘.r1,-.,:,::-.-...`- r• •-•,,, / ,-... -• .:-. • ••,z -------.7,.., i \-.:;,.., . ...,,.• • . ., ••_•-••--, ..,,....._ -..------,•-•„ ......- .,:.--ii ----- ---...._. -- 1 ...;----.....•,.• --,-.4.---Yr-....-----..7,.1.,-.;.....- ,---• - ... .4. 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FLUSH MAX.2% \� STONE BASE •ri.1��i.�i�i.�i�i 1,4V ; PEDESTRIAN CROSSWALK, SOLID WHITE MARKINGS SLOPE N ANY SLOPE WITH 5'AREA SLOPE IN ANY , ij,:�T,w•.�2_-T; 7�-�7'7'7; PAINTED ON ASPHALT(TYPICAL). DIiECTON TRANSITION PAVEIAENT 2%I SLOPE pIRECT ON DIRECTION /.%'/%/%//>/Y/'/%%//Y>/I'// V'/%%/ HEAVY DUTY O PEDESTRIAN CROSSWALK HANDICAP RAMP UNCURBED PAVEMENT EDGE EXTRUDED CONCRETE CURB NOT TO SCALE ® NOT TO SCALE ® NOT TO SCALE O NOT TO SCALE NOTE: SYMBOL TO BE .' • • +. MAXIMUM SLOPE IN ANY PAINTED ON ALL • DIRECTION,WITHIN HANDICAP HANDICAPPED PARKING SIGN(TYP.): HANDICAP SPACES •.+a++s+•i+a'. SPACES AND ACCESS ISLES, SEE PLANS FOR LOCATION OF SIGN USE 3500 PSI CONCRETE; sr,... • •+ SHALL BE 2%. HANDICAP RAMP SEE DETAIL ABOVE USE GRADE 60 STEEL; TYPICAL Co PROVIDE CONTROL JOINTS ® 5' CENTERS; TYPICAL SHARED- PROVIDE EXPANSION JOINTS ® 25' CENTERS •`�-•a• ••=••• PARKING ACCESS • + • SPACE asLE_o_ � AND WHERE SIDEWALKS ABUT RIGID MATERIAL q• 6" VARIES-SEE PLAN BROOM VARIES;REFER TO TABLE HEELSTOP 1 :1:, SCORE JOINT :' FINISH ON SHEET 5 OF 10 """"" � v 6�(6 WIZ X W2B BEHIND ,,,,,,E \ H �� SLOPE 2%MAX.,1%MtN_j'- BEHIND SOE)RB _.. VAN ACCESSIBLE "o +� .. o `.' �" SPACES TO BE \ 20' 12• A. Mg 111=IY' 1111 �- -.-II=1111 DESIGNATED EACH A� p - X I �'I�I -=11=iI=u �, n=f=11=— SIDE OF fl' _ •:.•:•:...�- '._ /1o�i ss i:•:i� ACCESS AISLE ��S\ �. • ��_�� a '•-^" - - EGATE PAINTED ` �• ,= 7` J 2 CO NC. WALK REINFORCED EXPOSED HANDICAP I / - TGI=.••••••' SYMBOL `9'�8,�8,'I`B� 22'30' 1 Tr' TIN 78. W.W.F. W2.9 X W2.9 .•.• s-. 22'30' ifia ROADWAY4' 4" MINERAL AGGREGATE AGGREGATE BASE ALL PAINTED SPACE UNIT LINES SHOULD BE SOLID OR SAND BASE WHITE LINES 4"WIDE. 13 CONCRETE FLUMENOT TO SCALE O HANDITCAP LE SPACESNO TO SCA O PAINTED HANDICAP SYMBOLNOT TO SCALE O SIDEWALK WITHT TURN DOWN CURB N TO SCALE EXPOSED AGGREGATE CONCRETE I 12' WALK GREY LIMESTONE AGGRE TE)TO SERVE AS 9 GA.SHEET METAL MOUNT WITH 3 A TACTILE WARNING STRIP. oW CHROME ROUND HEAD SCREWS. GRAY LIMESTONE AGGREGATE SCORE JOINT OR EXPANSION BACKGROUND WHITE. MIX W/AASHTO SIZE NO. 7 JOINT AT PERIMETER.AS GROUND CURB STONE NECESSARY. SILK SCREEN INTERNATIONAL H.C. LEVEL TYPICAL WHITE \_.„-.- SYMBOL,WHITE ON BLUE BACK- USE 3500 PSI CONCRETE; CONCRETE BEYOND - \ • . • - GROUND. USE GRADE 60 STEEL; • ASPHALT T/ CONTINUE SCORE — PROVIDE CONTROL JOINTS © 5' CENTERS LEGEND AND BORDER-GREEN JOINT ACROSS r 1 PROVIDE EXPANSION JOINTS 0 25' CENTERS PAVEMENT • • .•'a' P FLUSH PAVEMENT I ! PROVIDE"RAN ACCESSIBLE" AND WHERE SIDEWALKS ABUT RIGID MATERIAL TOPSOIL TO BE PARKING '* AREA_ o L_J SIGN WHERE SIGNAGE PLACED WITHIN • RB -• I ADJOINS AND 8'WIDE VARES-SEE PLAN T ' :�• TRANSITION AREA TO RECEIVE n ACCESS AISLE 1/2"OF WALKWAY .. "• 11� . - TACTILE WARNING SURFACE SURFACE d• • 2•X 2"STEEL TUBE:PROVIDE SLOPE 2% MAX., 17 MN. 6• CAP AT TOP END AND GRIND sMoorH,PAINT BLACK. °�'_''11 2=11=1f-11--11- FLUSH SIDEWALK ,: o• '�,' '1=11= _IMIMMIIMMI11-11=1111_,,.11- ASPHALT CONDITION m—� NOTE: =11 -,,,-.11 / 1 i�• SIGNAGE SHALL COMPLY WITH 11-1. �T N+\ AMERICAN'S WITH DLSABILIRES 1.=1L=11-E I,•�1 1"CLEAR •I�•_ •111.- —11- VARIES;REFER TO TABLE FACE OF CURB IN TRANSITION ;i � ACT(A.D.A.)SIGNAGE WIDEUNES �i.=11.�I�I =•"`- �'� ON SHEET 5 OF 10 AREA TO BE STRIPED WITH :.,.�,,�t..>i ? YELLOW PAINT(BOTH SIDES). ;�U:`':A�.+'•, .Z.a•q, CONCRETE BASE TO BE CENTERED PROVIDE 5`WIDE STRIPE ON H.C.PARKING SPACE TYPICAL BEGINNING 3"FROM BACK EDGE 'i 12 1'= THROUGHOUT.(SEE PLAN) CONCRETE WALK REINFORCED OF CURB AND WRAP OVER NOSE ` , %•: ' W/6"x6"— W2.9 X W2.9 W.W.F. RADIUS OF CURB. 4"AGGREGATE BASE C.) CURB CUTTACTILE WARNING STRIPEXTERIOR HANDICAP SIGNOCONCRETE SIDEWALK NOT TO SCALE NOT TO SCALE (1) NOT TO SCALE 3 NOT TO SCALE 1/4•GROOVED JOINT 1•DEPTH 3.-B' I USE 4000 PSI CONCRETE; SPACE•SQUARE POINTS 6--Y (i.e.5'WALKS-5.SPACING) 3 4. USE GRADE 60 STEEL; PROVIDE CONTROL JOINTS ® 10' CENTERS; 6•x 6"W2.9 x W2.9 W.W.M. BROOM FlN SH i ;-EIX11[1: I ..I.T�.._.I 3500 psi CONCRETE ,pVo1� . PROVIDE EXPANSION JOINTS WHERE PAVEMENT 1ST" 1 ..:: ®� ® ABUTS RIGID MATERIAL L� <�I 48i"'ci llatiffil ilt4. ` 11 It .::`.mm1w 6" THICK CONCRETE W/ • ... • ..i. • .. f•4 ' 6"x 6" X W2.9 X W2.9 W.W.F. 4"CRUSHED STONE BASE p•A U%: •s 1 1 A {® I f B 6" COMPACTEDAB MINERAL 3500 Psi CONCRETE 1 2•EXPANSION JOINT I �1 r AGGREGATE BASE / DEVELOPMENT PLAN 6"x B"W2.9 x W2.9 W.W.M. T/4 BROOM FINISH 1 5• __I FOR t I NORTHWEST MEDICAL _ 1` ;•;ice•;i •• :?i!:lEgialaiNEME �"� Aiiiiiiiiin ` CENTER ORO VALLEY +_::: �'y�4!:r;�t!�w�.;:t!:� A PORTION OF SEC.31,T.1 1 S.,R.14 E.,C.&S.R.M., -III-111-� i-i -III-I iJ'�' i i I //1 —III TOWN OF ORO VALLEY,PIMA COUNTY,ARIZONA COMPACTED BASE) 4•CRUSHED STONE BASE Lill SCALE 1'-60' CONTOUR INTERVAL 1 FOOT LITTLEJOHN ENGINEERING ASSOCIATES TOWN TE Of ORO VALLEY No OV12•03•05 DIRRECTIONAI ARROWS O CONCRETE PAVEMENT O CONCRETE SIDEWALK JOINTS F.N C 1 N F R I N< P I,n V N I N C N n S n P F. ARCH 1 T F C T Ll R F REV.DATE Y:2 2003 15 1935 Tventy-First Avenue Sou[h Nashville,Tennessee 37212 Phone 615.385-4144 LEA PROJECT Na 2aoa6 NOT TO SCALE NOT TO SCALE NOT TO SCALE SHEET 7 OF 10 • u CONCRETE C'• nn,T • 1/4_o1.ASTA NraRw TOP OF Po[ 'ON.. t 10P9 6" MINERAL • A•.. ;.�.,;, � 1 ilk �4 BARS AGGREGATE %it'' TQ1DF QM hl- ®i "O.C. :AsHI E CONCRETE Fla :::,...4':,_::),"....i'.,,,;..;',.:...r.: ^wy• vitE.W f ` CK ea / CONCRETE Cr srm PPE ..� / .�` � � C. FINISHF0411 GRACEd�0• � \, '. ' 7-GRADE4000 PSI i ,,'' s' CONCRETE IMc RTIRL a'ITDEII Ata w SECIICN L•- II•..,T�CONCFaTE Ft)pRNG F'f IN301 MINfi11111 r.-._a w•c-Mv. SPE:IFICATIONS � — / wrw,wwlwrrwaww Grw.)(1) Mev-t7A ■I— i— s � , wa wnml a'Ow¢ In'sr.Pw� N,e,m — / I I I -",pe."„1BO"-' �tiCOMPACTED BASE JNQTE: IsrDa.SMSn OIRIIYQSt) """ "'``) CONCRETE: 4000 PSI NO POST TO BE PANTED MTH U-f M RUST PROOF PAIM. APPLY WE-SICK (a'� rs (p)-OOATS BEFORE FETD Eft AR 1 COAT AFTER IECTALUTION. �� Pa>� LOR TO BE SEIECIED By ARCHffECfl a� .* . -r STEEL: GRADE 60 o-4 R•IF•F wF•I• 1Ts e,"�T.I.) JOLL " ' M..te.RIM(1*.) L DIA. C.) CONCRETE BOLLARD C-.) SILT FENCE C) HELISTOP PAD NOT TO SCALE NOT TO SCALE NOT TO SCALE CONK NSGREGVE AST/we NO.1 STONE (1-1/2•-3-1/2•C.) :1 1:.1-•I:i DIINFIAL matt LETTER-H.TO BE AUGNED • FLYER FNM1C WITH APPROACH PATH e'MIN E SPECIE. oi11B WE sFEcrm LETTER•H•RED A W."EIWNFER sF>M21 B-B BE PANTED RED CROSS TO 9C PAWED WHITE NOTE CCNSIRUCT SCRIM eARRER AND pMNEL RUNOFF TO .PLE W OD. •6T" OOncE 1-Mk TRAPPING DB. EC..C ({.csr A HOLE , 3.0' i• m w- R •:: RADEIs J` e J 1 :I/e 1 I'I:1. y.qS r 4 1-.•..•o IP 4- 'ATDIN AT REOURED C �' 2^ 2^ �SUPR.t WATER TO MKN 6^ WE.IF NE .Rt 3O' 000 100'MN I VO 6' �3-\ PLAN VIEW FORREQUIRES 2-5/8-X ION. STEEL BAR STAKES TEMPORARY CONSTRUCTION FOR EACH CURB SECTION. CURB REINS.STAKES HELIPORT MARKING /3 BARS. LOCATE WHEEL STOP 3'-0'FROM FACE g^ OF SIDEWALK HEADER OR EDGE OF PAVEMENT ENTRANCE HELISTOP MARKING S NOT TO SCALE (--) NOT TO SCALE Q CONCRETE 1NHEELSTOP STRUCTURE B C La d50 d NOT TO SCALE �.��•� Al 12' 6' 24' 10" 20" �•:'��{a�;!�j t Cl 12' 6' 24' 10" 20" Y• �}• t�• mil r�S►S��I"�y l•A D1 12' 6' 24' 10" 20" �•r:Q•.�I:AL�.� B VARIES C 1� t!`-^.!��1�� J 1 16' 8' 24' 10" 20" SEE PLANS �.•�� •�'r�� CHAMFERED 1��I �•!�Vlit lt K1 12' 6' 24' 10" 20" sARTH (. EDGE •�•r� L1 12' 6' 24' 10" 20" SLOPE 1%MIN. PAVED SURFACE WALL BICYCLE POST PLAN M 1 16' 8' 24' 10" 20" • , ®� . .• • ,;. m -WA TYP 'o o IVfl �TIP __ IIr , ' !:%%,fitWec 1I//% 9 La L APRON LINING TO BE FILTER I I 428' ;',.•B•,•:4100III=III FABRIC, MIRAFI 500X OR 10'—1 I d ; : '?�:.': EQUIVALENT. a000 PSI CONCRETE 10. - 's —IRIS_ PROVIDE CONC. 1/2- ' 1�—'— COMPACTED 6 CRUSHED STONE BASE EXPANSION LEGEND P>...<'>.'.^;�11� FILTER FABRIC SUBGRADE La= LENGTH OF RIPRAP APRON �. Oil 11 SECTION A—A RACK BICYCLE POST STONE SHALL BE "FRACTURED FACED" WITH AT LEAST THREE � �18' DISTINCT SIDES. PROVIDE AND INSTALL IN ACCORDANCE WITH UTILITY I/ PAD SECTIONS 810 & 803 OF THE CURRENT EDITION OF THE 5' 6' ARIZONA DEPARTMENT OF TRANSPORTATION STANDARD NOT TO SCALE TYP TYP SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION• C) O 8 BICYCLE PARKING SPACE DETAIL © RIP-RAP OUTLET PROTECTION NOT TO SCALE '\ NOT TO SCALE .tou DEVELOPMENT PLAN FOR IINORTHWEST MEDICAL CENTER ORO VALLEY A PORTION OF SEC.31,T.1 I S.,R.14 E.,C.&S.R.M., TOWN OF ORO VALLEY,PIMA COUNTY,ARIZONA I SCALE Y=60' CONTOUR INTERVAL 1 FOOT LITTLEJOHN ENGINEERING ASSOCIATES To OFF ORO VVAALLEY Na OV12'03-05 F NC INFER INC PI.ANNINC.- I.AN5SFAPE ARCHITECTURE REV.DATE MAY 23,2003 1935 Twenty-First Avenue South Nashville.Tennessee 37212 Phone 615.3854141 LEA PROJECT No:23046 SHEET 80F 10 • ALL EDGES OF EXPOSED CONCRETE TO BE CHAMFERED ONE INCH. ALL EDGES OF EXPOSED TABLE OF DIMENSIONS CONCRETE TO BE CHAMFERED ONE INCH. SIZE 4' 6' B' 10' ALL EDGES OF EXPOSED ALL EDGES OF EXPOSED 24'RCP A 32'48' 72' 96' CONCRETE TO BE CHAMFERED CONCRETE TO BE CHAMFERED C 30'44' 50'156' ONE INCH. DOWEL WEIR INTO HEADWALL 6, 24"RCP ONE INCH. WINO.4 BARS•6"o.C. D 25'36' 52' 66'8' 8' 6 B. A 30"RCP � ■.., ON BOTH SIDES•BOTTOM E 24'36' 59' 83' Di DOWEL WEIR INTO HEADWALL � _ DOWEL WEIR INTO HEADWALL W/NO.4 BARS•6"O.C. SLOPE APRON /� MAX.p LB'26' 40' / \ W/N0.4 BARS•6"D.L. ON BOTH SIDES&BOTTOM TO DRAIN /�/ '� WT✓M 1090 3130 5625E1575 .... ON BOTH SIDES de BOTTOM EMT_ ,' ' 1 B1y.90.7 ■0'ON 4'WINGED HEADWALL AMINEMMIXIINSLOPE APRON(11M1 N0.4m12"E.W. �� Er \\ �� ra • ■. SLOPE APRON TO DRAIN —_ 2"MIN.COVER /, ■■n.� ) `\ BTO DRAIN / —_ 1 Bl:Y.90.7 B ''/+/ .\` A �� s.`i EIEV.91.6 N0.4012"E.W. �, 6" �r—_� ./�ii•niii��N0.4012"E.W. iI/ �� 2`MIN.COVER B') . f I �1•� ICII ;A.:` 2"MIN. COVER• �■■■■� ) � ��-• 10' >'2' a. 7Y �ass WOW B '1'iri•na� ♦ o• •�a• •�• FRONT !-• D' �� y� - : 10 :: TY ROCK DAM •1��•., •P•r • �� 3"ORIFICE MEN ILI 4• Woe: ••i • •i /1�•� IN 0 SLOPE APRON4—N0.4 • •• ' ,_ ••� FRONT •••• FACE OF • FRONT ROCK DAM nisi. WEIR A /111111111.\\��• • •„ ••ems 3'ORIFCE A HEADWALL TO DRAINCONCRETE ROCK DAM •]• • ••��•�•��:•::�•• IN 6ACFORRO 7E •��•�I��••�•• FACE OFT • WEIR ON PLAN I F • IN E7 III WEIR ON A HEADWALL 3 MF) #iR A HEADWALL o 1 OUTLET II/// 2—N0.4 PLAN _ _ __ _ PLAN 3 r�!Wye' ��!ITO, 0 o PROVIDE ROCK DAM • •�_ •.• •Y• MADE OF d50=6"STONE, MATCH TOP OF HEADWALL AT N0.4012"E.W. �'-•''�!7''�'•,:•3':' '^�"�• SECTION A—A PROVIDE ROCK DAM MINIMUM 3'STONE ENDS AND 3"LOWER AT CENTER 2"MIN.COVER �'�� RIP-RAP PROVIDE ROCK DAM MADE OF d50=6"STONE, MATCH TOP OF HEADWALL AT (SEE DETAIL) MINIMUM 3"STONE ENDS AND 3"LOWER AT CENTER 5' MADE OF d50=6"STONE, [!: ::LTER TOP HEADWALL AT TOP OF CHECK DAM MINIMUM 3"STONE AND DAM 3 0 o"• ';, 2 �_ I I r 1�- t •.. 1!NM CONCRETE HEADWALL •• OF THE ROCK DAM SECTION BBTHE UPSTREAM FACE SHALL BE FACED FROMUPSTREAM FACE OF THE ROCK DAM SECTION BBTOP TO SECTION AA OF THE ROCK DAM SECTION BB TOP TO SHALL BE FACED FROM THICK#570 S OINE.1 ALLSHALL BE FACED FROM THICK#570 S OI E.1 CONCRETES TOFO BED POSED CHAMFERED TOP TO TOE WITH 1' NICK/57 STONE. ONE INCH. 30"RCP STONE SHALL BE"FRACTURED FACED"WITH AT LEAST THREE ari DISTINCT SIDES. PROVIDE AND INSTALL IN ACCORDANCE WITH DOWEL WDR INTO HEADWALL STONE SHALL BE'FRACTURED FACED"WITH AT LEAST THREE SECTIONS 810&803 OF THE CURRENT EDITION OF THE W/N0.4 BARS• E O.C. DISTINCT SIDES. PROVIDE AND INSTALL IN ACCORDANCE WITH ARIZONA DEPARTMENT OF TRANSPORTATION STANDARD STONE SHALL BE"FRACTURED FACED"WITH AT LEAST THREE ON BOTH SIDES k BOTTOM DISTINCT SIDES. PROVIDE AND INSTALL IN ACCORDANCE WITH SECTIONS 810 At 803 OF THE CURRENT EDITION OF THE SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. �� SECTIONS SIDES. &PROVIDE OF THE CURRENT EDITION OF THE ARIZONA DEPARTMENT OF TRANSPORTATION STANDARD �� ARIZONA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. SLOPE APRON //�� TO DRAIN /� SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. i '�� —� �,97.0 CP6 WATER QUALITY POND CP4 WATER QUALITY POND 1 � E 9s OUTLET STRUCTURE NO.4012"E.W._ , 2"MIN.COVER ) ' CP7 WATER QUALITY POND B ,��; �Q ®(MODIFIEDCONfIHEADWALL) _Y ` B • [�• 96. ®(MODIF? bTITDWALL)E ®(MoDIFTNjTDWALL) NOT TO SCALE TO 11.1740 NOT TO SCALE • •• • • �� • FRONT ROCK DAM •i•�•• ••.�• 4"ORIFICE •••il .•••• IN FACE OF WEIR ON A HEADWALL 3 PLAN 0 172 PROVIDE ROCK DAM MADE OF d50=6'STONE, MATCH TOP OF HEADWALL AT MINIMUM 3"STONE ENDS AND 3"LOWER AT CENTER F•5 TOP OF CHECK DAM :?,tr;iY0W 1 *,r LJI= - THE UPSTREAM FACE SECTION BB SECTION AA OF THE ROCK DAM SHALL BE FACED FROM TOP TO TOE WITH 1' THICK#57 STONE. STONE SHALL BE"FRACTURED FACED'WITH AT LEAST THREE DISTINCT SIDES. PROVIDE AND INSTALL IN ACCORDANCE WITH SECTIONS 810&803 OF THE CURRENT EDITION OF THE ARIZONA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION. CP2 WATER QUALITY POND OUTLET STRUCTURE =(MODIFIED CONCRETE HEADWALL) /�V4S f L c e ! DEVELOPMENT PLAN vk ' jar FOR \.s .��,;';='( 14 1 NORTHWEST MEDICAL ��-= CENTER ORO VALLEY A PORTION OF SEC.31,T.I I S.,R.14 E.,C.&S.R.M., TOWN OF ORO VALLEY,PIMA COUNTY,ARIZONA 0- SCALE 1-=60' CONTOUR INTERVAL 1 FOOT LITTLEJOHN ENGINEERING ASSOCIATES TOWNFI3 ORO VL ALLEY ALLEY Na OV12-03-05 F N C:I N F F R I N G •r L A N N I N C: 1.A N O ti,,2 F A R C H I T F C T R F. REV.DATE MAY 23,2903 1935 Twenty-First Avenue South Nashville.Tennes,ee 37212 Phone 615.385-4144 LEA PROJECT No,23046 SHEET 9 OF 10 S 0 6' S' 24' • 24' HCONGRETE WALK I GRASS AREA I DRIVEWAY LANDSCAPEISLAND DRIVEWAY y01GnF ally ////////////////////////////////// \\//�/�/ / C.) CROSS SECTION 1 NOT TO SCALE 24' I 24' 10 24' 17 CONCRETE DRIVEWAY LANISLANDDSCAPE DRIVEWAY LA SAD E PARKING AREA A, / CONCRETE I I SIDEWALK TACTILE"mac- • -PROPOSED SIDEWALK 245'± TO CENTERLINE OF TANGERINE ROAD ROAD 17' 28' 78'f _ N LANDSCAPE DRIVEWAY DRAINAGE AREA ISLAND z77.777.t O CROSS SECTION 2 NOT TO SCALE 2 DIZI8' ' 17' F- VEWAY 20 LANDSCAPE 24 LANDSCAPE 20 PARKING SPACE ISLANDDRIVEWAY ISLANDPARKING SPACE 6' CONCRETE - '/ 7 / / SIDEWALK "Y /\. .\ //////////////////// fyi\ ® CROSS SECTION 4 CROSS SECTION 3 NOT TO SCALE ONOT TO SCALE 2E DRIVEWAY IB' `'ti /aA PARKING AREA 2at. ,,- / 24' I 24' LANDSCAPE ,/ CONCRETE DRIVEWAY 4,-�q/'i -.... S.;.: °F0+i�U_,: DEVELOPMENT PLAN FOR .. �� CENTER ORO�VAL VALLEY / A PORTION OF SEC.31,T.1 1 S.,R.14 E.,G.&S.R.M., TOWN OF ORO VALLEY,PIMA COUNTY,ARIZONA SCALE =6e TACTILE YARNING- II CONTOUR INT 'I' ERVAL•1 FOOT O CROSS SECTION 5 LITTLEJOHN ENGINEERING ASSOCIATES TOWN OF ORO VALLEY N«OV12.03-05 NOT TO SCALE F.N C.I N F F.R f N( r I. N N i N G o,N f S C o n A R C H I T F.C T 11 R P. 2003 REV.DATE MAY 23,2003 935 Twenty-First Avenue South Nashville,Tennessee 37212 Phone 6151854144 DATE APRIL 18, LEA PROJECT Na 23046 SHEETIOOF10 : I :: . 1 ---• 1 TEMPORARY I. II • j ADMINISTRATION — • OFFICES \ . i . ., _.------7--- „l': • -. _.t.-- ON • i• 1 1 I I . •,---' " -- _, -—...-_-__ ..„ t ---•*--'- ..„.., -/''''..-.. _,-..--'--- , ...,- --- ' • -'-'''''-• ,..., ins -_, ' -.- \ t ! .11 , ----.- i . -... ,....,.... ..........- . •-- -'--- ..,.......... '- ''.-t 4 i "......„,„,—.--------- — ------ - r•••.-•-••••• •.•.' - -....„ :-','•'-'. .....,,,_--• CONSTWQ1 1111111 NA. .e 't ' 1 ' I I! 1- -- - . , 1.- - A ,\• „ 4 , .ri 3. •..„.,i. 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' �� r Mr .'...,..`,'';,.:!':'-,'''-1-i'-.-- ,t 4-li._l,..g......,..o.....1...,.. .„r,;. .,''.:..:.,,.,!-...-.,,,...•.:'..,-„-.?,?..'... to , ..,W'.'....'.:,Th-7,:i-4 P.,''.,-,0y,,1..:1I:i!:..,- '''t'' ,..„,.,..........,.. ..• i'I i 4' ..,.':'.':.;`.':.',--,.1''`.':'.•.—-,.t'"-'.'."..0.,,!- _.» ...., .'r"ter, . i b 4 7 a yk ,; ti .d C 1 .n �'.. om.0.MM.,.w+:«. ,,. .� ' 4 rE Y .. \ ... �/Al .- a'` _. }: -. .,,c,� � _ _ 7. aiiimi «1111 Northwest Medical OroValley o llit2• 3 f f . 0" TOWN OF ORO VALLEY STAFF REPORT TO THE DEVELOPMENT REVIEW BOARD MEETING DATE: June 10, 2003 TO: DEVELOPMENT REVIEW BOARD FROM: Robert Conant, Planner II SUBJECT: OV12-03-05, LITTLEJOHN ENGINEERING ASSOCIATES, REPRESENTING NORTHWEST MEDICAL CENTER — ORO VALLEY, REQUESTS APPROVAL OF THE LANDSCAPE PLAN FOR A 96 BED HOSPITAL AND ASSOCIATED USES INCLUDING A 70,000 SQUARE FOOT MEDICAL OFFICE BUILDING, LOCATED ON THE NORTHWEST CORNER OF TANGERINE ROAD AND INNOVATION PARK DRIVE, PARCEL 223-020-23A BACKGROUND: On July 29, 1987, the Oro Valley Town Council adopted the Rancho Vistoso Planned Area Development (PAD). The adopted PAD designated approximately 60-acres for hospital and medical uses. The property is zoned PAD with a land use designation of Hospital. The PAD at the time of adoption did not include any development standards for the hospital use. The Town Council adopted development standards for the Rancho Vistoso PAD land use designation Hospital on May 21, 2003. SUMMARY: The landscape plan indicates increased density of trees along the Tangerine Road property line; this density is planted to screen the roof of the single story element of the hospital from Tangerine Road. The full effect of the screen will not occur until the trees have matured in this area. The trees in this area consist of Palo Verde, Mesquite, Desert Hackberry and Desert Willow. The Palo Verde and Mesquite will be 48-inch and 36-inch box trees respectfully with remaining being 15-gallon. The Desert Willow is fast growing as is the Desert Hackberry with irrigation. The understory plantings consist of Desert Spoon, Curveleaf Yucca and Wide-leaf agave. Along Innovation Park Drive, between Tangerine Road and the emergency drive entrance, the landscaping is somewhat sparse, part of this is that a first flush basin has been designed in the southeast corner of the property per the requirements of the NPDES and part is due to the flight path of helicopters to the hospital's helistop. North of the emergency entrance the plan palette is similar to that along Tangerine Road although not as dense. The parking areas consist of Palo Verde and Mesquites within the planter island spaced every nine spaces as per the Code. The planter islands also have understory plantings of Desert spoon, Yucca and Lantana. The tree canopy at maturity will provide a 33% canopy cover. Close to the building, at pedestrian ways and at drop off points, there are canopy trees such as mesquites for shading purposes. Zoning Code Compliance: The standards contained in Chapter 14 of the OVZCR have been met with the landscape plan. The Native Plant Preservation Plan for the project has been approved. TOWN OF ORO VALLEY DEVELOPMENT REVIEW BOARD STAFF REPORT Page 2 The OVZCR Design Guidelines Section 16-103(C)(2) Landscaping should be provided to enhance visual character and provide amenities for pedestrians. (c) Use landscaping to help define pedestrian circulation. The plantings in the parking area define pedestrian walks to the hospital's entrance and to the medical office building entrance and the plantings along the walk ways between the hospital and medical office help define the pedestrian circulation through the site. (e)Announce building entrances with landscaping. The building entrances are announced with both canopies and landscaping. The landscaping will soften the canopy appearance and draw attention to the entrance. Section 16-103(C)(3) Landscaping should be limited to native and desert plants. Design of landscaping should enhance local character, minimize water usage, and provide amenities for pedestrians. Native plant and trees have been used through-out the landscape design for the project and types of plants will require low water use. Rancho Vistoso PAD Requirements: The project meets the requirements of the Rancho Vistoso PAD. General Plan Compliance: The landscape plan is in compliance with the General Plan by promoting high quality development. As recommended in Policy 8.11 drought-tolerant vegetation and water-efficient irrigation systems where landscaping and revegetation are implemented. The landscape plan compiles with this policy by the use of native vegetation and the use of salvage and preservation of native plants on the site. The irrigation system has been designed as water efficient. PUBLIC PRESENTATION: Pursuant to Resolution (R) 98-31, "all presentations before Boards, Commissions and Council of rezonings, subdivision plats, development plans and planned area developments must be formatted to be shown on the Town's projection system or overhead system. The Planning and Zoning Administrator; however, may exempt certain projects." A presentation must be designed to insure that the audience, staff and voting body can view the graphics. Examples of acceptable computer formats are Power Point, Arc View, videotape presentation, presentation boards and/or overhead transparences. The applicant is responsible for the development, presentation, and coordination of all presentation materials. If an applicant does not conform to the aforementioned resolution, the item may be continued due to non- compliance. • TOWN OF ORO VALLEY DEVELOPMENT REVIEW BOARD STAFF REPORT Page 3 RECOMMENDATION: Staff recommends that the DRB approve the Northwest Medical Center—Oro Valley Landscape Plan, subject to the conditions listed in Exhibit A. SUGGESTED MOTIONS: The DRB may wish to consider one of the following motions: I move to approve OV12-03-05, the Northwest Medical Center — Oro Valley Landscape Plan, subject to the conditions listed in Exhibit A attached herewith. OR I move to approve OV12-03-05, the Northwest Medical Center — Oro Valley Landscape Plan, subject to the conditions listed in Exhibit A attached herewith and the following added conditions: OR I move to deny OV 12-03-05, the Northwest Medical Center — Oro Valley Landscape Plan, finding that: Attachments: 1. Exhibit A 2. Landscape Plan Planni Zoning Administrator Contact Brad Lipsey Littlejohn Engineering Associates, Fax (615) 385-4020 Paul Kappleman, CEO Northwest Medical Center—Oro Valley, Fax 818-0597 . EXHIBIT A CONDITONS OF APPROVAL OV12-03-05 LANDSCAPE PLAN 1. Staff, applicant and the salvage company, at the time a plant salvage company has been hired, shall field verify all plants to be salvaged. 41 M.' II `2'p6\./ -mop �;,c_—._ ��•x xi o, 160 _NERAL NOTES: ( 1 / 'iiim _ -- — — • `=��=--� �l�l� I 1.GROSS ACRES OF PROPERTY:37.76 ACRES 7�\ — �r 1>0_ - - - f _ 11411k 2.TOTAL ACRES OF GRADED SITE: 18.00 ACRES Nip- ` / / ` ' all kW �► �► a�t �•: =�.�,02 , `\ �? ® 3.TOTAL ACRES OF OPEN SPACE REQUIRED:20% I I ~ ` = _ M 0 % 00 v��J o .1419k , / iiit \ / 4.TOTAL ACRES OF OPEN SPACE PROVIDED SOX i dt -�, ,JP' ' �` ,` ?`• ,.e., 1 5.TOTAL ACRES OF UNDISTURBED NATURAL AREAS:7.31 ACRES -1 , I '` \_,„/ z OS•�� . -A• kio- ••• � : l'T.4 • �A �f°°,, 'L \ 6.DOSING ZONING:PARCEL IS DESIGNATED'HOSPITAL USE'IN RANCHO VISTDSO I I -41 eotiotft 14111V41‘..1: , IIL --2702— �'z7o3� I \ Or�•` I •�� i�/ ��i t oo P.A.D. I 1 \ 1101011 •,, 0.44. � •j•��,C��- A .. ` ,,,,, % 8.BUILDING SETBACKS AS SHOWN. 99\ _ \ �// � ,,,,e ::::,,,,,,., 9.ADJACENT PROPERTY BUFFER REQUIREMENTS:30•B BUFFER ,27p1—' \ stiidier-"All A..% _ .4;1°4:so- ,,, tovegoictits10:0,•tif.0 --W2 , :,„/ II I1lI ��'/ ,,,, irmtogiiiiirio, 99 / `••i �O r,� 111' �••�,•�� NCO A , et�� / , ,/ ::. �;/ 11 \ -0 1 _ - 1Ik\ litvelk 110:1 ,,,,,li......: . ta oi) ..,____ ,,,_ :/e,, Ng i II ►`7 Z., , OUTPATIENT \ •4 te O I IOD �, ENTRANCE \ �• �:;I A v •le •i-ilt kil ° I 70 0\ ''Zi t"- - .**1' Of All— ----- 4' ill 4 — t Alw ... .:-___ ,....„,i r. ,:t „:„.. , ,„ I DI --- \ ,i1,, / I q I f I ' X � �✓ ��` � o► •� �� DOCK �� :•..p ••,/I/� 0 !�•.:o -'' ,��''' ''':' - \\141V ‘/ otlicoolt% c.;. iv....., ti 1:11:31°‘t ...."/ */ I 7 II fell I u II •• ® ,� %��`� _ / \ Ira ; / `-c. \ _ _ FUTU'E ` ,�,�� `;�.,e.i��i��!�' 6 � 'NORTHWEST R oi. / ��2697- (-\__\ 0,,:�!i�A'A , •,l� �,S .. _...�....._.._.ORO VALLEY HOSPITAL Ar019uLANCE- , *10111 ..... �/ , , ,' I II f:iGf: 1 I/,,� FFE = 2700 NCE , 11 I •• • •IA- , h— — `! , ` MAIN ENTRANCE / / •VIIPIPY i /ll;, \ BU1L[�fNG •• O avi�. y� 14* ts'" �, • '. / / .' i li Ill \\.... ._ ,FFE - 2700.0 r �% •� ji oso• �• 0��-: _� A •: / .,'. .. 0 x — . . ::. . -................... �� v I � � �. •,I•• 1 �'•i r 19,s — _ _ Si_\_ — — /•��l•�1 ems`� � — ►��004.;�i%'••.01-$710),40,- wt.9,\00, 1....„ '• ;� 0 pet \ .. Sii-Otipi,k - -- III Li e I >o \ \ — — _ — _ FUT I. R E !, r igi .•• .\ ___. ••••.. •:.." •••171w4P 4•11141&.. _.-- f4A . .-0 : ........... ' Kim,4w:4% ' A .,- I I / ,j69� •,._,F� `••` ems,`_ ; .! J : ILD1 7 \ cii/ ./�� fit•'•• w _�..� \.N eta/° 14 / \ _ , . . .,•... ,�1 I ...--0 T- II :44'.:1- MAY 2 3 2003 vo *1rjl! !! t VS11 ' iii \.....\ ---- ....... vir __ .•itAsili-- % 0-100,,,..1 _........1.,......" I il—. ,_--- \ \ _._- .I \ / �,�,�. =:'��,�.1 �,�,`` ` 69°� '9�� `�'�' / 7...::%':-.--IW Alliveig �a`'t�o• a °� III \ ....- \ 1SIPP4WW ��`` ��,' $ �• ��►+ / a �, �� 1.)._____ — /I�� w I A114' 111 BRIG j i , . „s\ 4".11.•• (0 O. , , -...-,,,jaillW '' -\- __.- ...-- \ • i; :4000.01" ,,---- ,...lgle. t ,,,,,..,,i,:e>,<°-,--.... — ----- -__ 0.. II j // �' G' �� ♦� j°� �•;1w/ �0s %,��i``'; _ r zn r ,zo Leo I� ; �l. i. i I -/-269i - ..\___ ___ • I / / v�� , "..........t.iir,-;:yrro / / i / \ LANDSCAPE t;IRRIGATION PLAN �� Q� 4.. \ Lome CULVERT— — \j FOR 4e-' ( \":1,......„ �/\\ '� \ teas T s ��'r \ I NORTHWEST MEDICAL I / / / — ��: 1.111;4000, � / l CENTER ORO VALLEY 3 I .., / / / ��i`�+ I i / / _ -- ii A PORTION OF SEC.31,T.l 1 S.,R.14 E.,G.&S.R.M., o / • / — \ — i_ — _ — 2 =z685— — — —_ TOWN OF ORO VALLEY,PIMA COUNTY,ARIZONA 1 l'ei. I I .'% ��,• // -- = _~ -2667366_�689_2690 II SCALE r=60• I V` ► __ _ CONTOUR�lTERVAL 1 FOOT I / — / =� — =__________ ___ _ — — — — 2003 LITTLEJOHN ENGINEERING ASSOCIATES TowNoFo ANIL�Rb EvNa Z III , / `- / 4�.•:::;:: _ _ . — —— — N E ER-0 A D F.N C I N F.F.R I N C P. o 11 6 1 A N ys I P A 9/ 615 85 l 4 R F. REV.DATE w / / ►:: _ _� / L 1935 Twenty-First Avenue South Nashville,Tennessee 37212 Phone 615-385-4144 LEA PROJECT Na 23046 / — _ = — E R1 I _= SHEET I OF 2 IP'''VTING NOTES: TREE PROTECTION NOTES: SE INFORMATION WAS TAKEN FROM A SURVEY PREPARED THE 1.PRIOR TO CONSTRUCTION ACTIVITY,THE GENERAL CONTRACTOR SHALL uRNP. LITTLEJOHN`ENGINEERING ASSOCIATES AND ANY OF THEI-. STAKE THE LIMITS OF CLEARING,GRADING AND BUILDING FOOTPRINTS P 1 / NOTE: HATCH PERENNIAL BEDS SHALL BE PLANTED CONSULTANTS SHALL NOT BE HELD RESPONSIBLE FOR THE ACCURACY THAT AFFECT THE TREE PRESERVATION AREAS. USING TRIANGULAR PLANT SCHEME. BEDS WITH INDIVIDUAL AND/OR COMPLETENESS OF THAT INFORMATION SHOWN HEREON OR ANY <.---•' PLANTING PLACEMENT SHALL BE PLANTED USING SCHEME SHOWN. ERRORS OR OMISSIONS RESULTING FROM SUCH. 2.THE LOCATION OF TREE PROTECTION MEASURES SHALL BE REVIEWED AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION REFER TO PLANTING SCHEDULE FOR ON-CENTER 2.IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO CONFIRM COMMENCING.TREE PROTECTION BARRICADES SHALL CONSIST OF 4'HT. �• •- PLANTING DIMENSION. >�j CHAINLINK FENCING WITH POSTS INSTALLED A MAX.OF 10 O.C.AND SHALL BE -+-.' 7(1114,-- ALL MATERIAL QUANTITIES.IN THE EVENT OF A DISCREPANCY,THE INSTALLED IN LOCATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE. L QUANTITIES SHOWN ON THE PLAN SHALL TAKE PRECEDENCE OVER THE `- MATERIAL SCHEDULE. 3.CONTRACTOR SHALL INSTALL ADEQUATE TREE PROTECTION MEASURES REFER TO PLANS FOR FINISH GRADE. 3.NO SUBSTITUTONS AS TO TYPE,SIZE,OR SPACING OF PLANT MATERIALS PRIOR TO ANY GRADING ACTIVITIES TO PREVENT CONSTRUCTION ACTIVITIES : EQUAL EQUAL EQUAL SPECIFIED ON THIS PLAN MAY BE MADE WITHOUT THE APPROVAL OF THE WITHIN PROXIMITY OF SPECIMEN TREES. OWNER'S REPRESENTATIVE 4.ALL GRADING WITHIN PROTECTED-ROOT-ZONE AREAS SHALL BE DONE BY REMOVE OR SPLIT PEAT POT HAND OR WITH SMALL EQUIPMENT TO MINIMIZE ROOT DAMAGE. WRAP TRUNK TO FIRST 4.THE CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING 4" MULCH LAYER IF IF BRANCH A044 UTILITIES.TAKE CARE TO PROTECT UTILITIES THAT ARE TO REMAIN,REPAIR 5.ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE PRUNED FLUSH ... OA A4 ANY DAMAGE ACCORDING TO LOCAL STANDARDS AND AT CONTRACTOR'S WITH THE GROUND AND COVERED WITH BACKFILL AS SOON AS POSSIBLE. EXPENSE.COORDINATE ALL CONSTRUCTION WITH THE APPROPRIATE IF EXPOSED ROOTS ARE NOT COVERED WITHIN 24 HOURS,COVER THEM UTILITY COMPANY. WITH MULCH AND THOROUGHLY WATER UNTIL COVERED WITH BACKFILL.Sif .ALL PLANTING -- o_�fE-1= iA�Ili IIW '.1st'• BEDS TO RECEIVE DECOMPOSED GRANITE.MULCH 6.DO NOT OPERATE OR STORE HEAVY EQUIPMENT,NOR HANDLE OR STORE �. 1, •"-,. MINIMUM 4" MULCH TOL BE INSTALLED TO 2'DEPTH UNLESS OTHERWISE INDICATED ON THE MATERIALS,WITHIN THE DRIP UNES OF TREES TO BE PRESERVED. --- - - �lj%�7/ / -.ni PLANTING DETAILS. - - 12" PREPARED SOIL % \�� '� RAISED EARTH RING 7.WHENEVER GRADING OR EXCAVATION IS DIRECTED WITHIN THE CANOPY BACKFILL W/SOIL MIXTURE \� `\�\ eileieleiteie 6.NEW TREE PLANTINGS TO BE STAKED PER PLANTING DETAILS- COVERAGE AREA OF A TREE TO BE PRESERVED,FIRST CUT ROOTS USING '' '' /�\/�� \`�' LOOSEN BURLAP AT TOP A'U WF ACTIVITY SIMILARDEVICEOS TO PROVIDE CLEAN CUT OF ROOTS - - \/\ 7.DIMENSIONS LISTED FOR HEIGHTS,SPREAD AND TRUNK SPECIFICATIONS ONw\i-\\Oi. THE PLANT MATERIAL SCHEDULE ARE GENERAL GUIDE FOR THE MINIMUM AT UNITS OF (PRIOR TO USE OF BACKHOE OR BULLDOZER).DO �/ MINIMUM 12" SIDE CLEARANCE REQUIRED SIZE OF EACH PLANT. NOT ALLOWHEAVY EQUIPMENT THE AREA BETWEEN CUT LINE AND OF TRUNK OF TREE.TRENCHESHES T TO BE BACKFILLED AND TAMPERED TO 8.PRE-EMERGENT HERBICIDE SHALL BE APPLIED TO ALL PLANTING BEDS MINIMIZE SETTLEMENT. - * OY.Y.Y. IMMEDIATELY PRIOR TO PLACEMENT OF MULCH FOR WEED CONTROL 8.BARRICADES SHALL ENCROACH ON AREAS TO BE PAVED UNTIL PAVING • AND/OR GRADE ADJUSTMENT ACTIVITIES BEGIN.ONLY THEN SHALL COMPACTED SUBGRADE \`\4,. 9.ALL DISTURBED AREAS OF THE SITE ARE TO BE SEEDED AND/OR SODDED BARRICADES BE MOVED TO THE MAXIMUM ALLOWABLE PROTECTED ROOT IN ACCORDANCE WITH THE SPECIFICATIONS. TREE SAVE ZONE THAT WILL NOT ENCROACH ON THE PLANNED 10.NO EXCAVATION OR PLANTING PIT SHALL BE LEFT OPEN OVERNIGHT. CONSTRUCTION.G REMOVALTED ANDO BARRICADE SHALLA OCCUR ASSLY ECTR PERENNIAL PLANTING TREE PLANTING PAVING IS COMPLETED CURBING IS INSTALLED,OR DIRECTED BY PLANT SPACING THE OWNER'S REPRESENTATIVE. NOT TO SCALE NOT TO SCALE 11.THE LANDSCAPE CONTRACTOR SHALL OBTAIN ANY NECESSARY PERMITS, NOT TO SCALE LICENSES, ETC.AND SHALL GIVE ALL NOTICES AND COMPLY WITH ALL 9.PROVIDE WATERING OF SPECIMEN TREES DURING CONSTRUCTION WHEN APPUCABLE LAWS,ORDINANCES.CODES,RULES AND REGULATIONS DURING PERIODS OF DROUGHT EXCEED SEVEN DAYS.UTILIZE OSCILLATING TYPE THE COURSE OF THE INSTALLATION OF THIS PROJECT. SPRINKLERS TO COVER ENTIRE PROTECTED ROOT ZONE FOR FOUR HOURS EACH. 12.ALL PLANT MATERIALS TO BE NURSERY GROWN AND TO COMPLY WITH THE AMERICAN STANDARD FOR NURSERY STOCK FOR SIZE AND QUALITY. 10.ROOT AREA OF TREES WHERE SOIL HAS BEEN COMPACTED DUE TO 13.THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REFUSE ANY PLANT CONSTRUCTION ACTIVITY SHALL BE VERTICALLY MULCHED(AERATED)AT MATERIAL OR ANY DEFECTIVE WORKMANSHIP. DIRECTION OF THE OUAUFIED PROFESSIONAL THIS SHALL BE ACCOMPLISHED BY AUGURING THE SOIL IN A 2'GRID PATTERN TO WITHIN 3'OF TRUNK 14.ALL PLANTS SHALL HAVE A WELL-FORMED HEAD WITH MINIMUM CALIPER, AND TO 10'BEYOND THE DRIP LINE.A 2"TO 3'HAND OPERATED AUGUR HEIGHT AND SPREAD OF THE SIDE BRANCHES AS SHOWN ON THE PLANT OFFA BACKFILL USED TO DRILL RMINE TOB A MINIMUM DEPTH OF 1SIO TYPE WILL BE DETERMINED BY THE QUALIFIED PROFESSIONAL UST.TRUNKS SHALL BE UNDAMAGED AND SHAPE SHALL BE TYPICAL OF THE SPECIES. 11.HEAVY ACCUMULATION OF DUST FROM CONSTRUCTION ACTIVITY MAY 15.THE LANDSCAPE CONTRACTOR WILL BE RESPONSIBLE FOR STAKING AND OCCUR ON THE SURFACE OF TREE FOUAGE.TO CONTROL DUST.TREE LAYOUT OF PLANTINGS ON THIS PROJECT.THE LANDSCAPE ARCHITECT OR FO MAY BE HOSED DOWN UPON THE REQUEST OF THE QUALIFIED OWNER SHALL BE ADVISED WHEN STAKES ARE READY FOR INSPECTION ON PROFESSIONAL WHERE SHRUBS APPEAR IN BEDS AGE VARIOUS PLANTING AREAS.ALL LAYOUT WORK SHALL BE INSPECTED AND * 7- NOTE: ALL GROUNDCOVER BEDS SHALL BE PLANTED ," 12.REMOVAL OF ALL TREE PROTECTION FENCING,SILT FENCING AND SIGNAGE USING TRIANGULAR PLANT SPACING, UNLESS SHOWN ° MULCH SHALL COVER THE ENTIRE APPROVED BY THE LANDSCAPE ARCHITECT OR OWNER PRIOR TO OPENING WILL BE DONE BY THE GENERAL CONTRACTOR WHEN PERMITTED BY THE -• BED-EDGE BED AS DENOTED ON ANY PLANT PITS. LOCAL CODE ENFORCEMENT OFFICIALS.RESTORATION OF ALL AREAS A;•;-•;-. OTHERWISE. REFER TO PLANTING SCHEDULE FOR ,1 `p <: 11 THE PLANS 0 16.IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO VERIFY THAT DISTURBED BY THE FENCING AND/OR SIGNAGE WILL BE THE GENERAL ON-CENTER PLANTING DIMENSION. EACH EXCAVATED TREE OR SHRUB PIT WILL PERCOLATE(DRAIN)PRIOR TO CONTRACTOR'S RESPONSIBILITY. ADDING TOPSOIL AND INSTALLING TREES OR SHRUBS.THE CONTRACTOR C-�-* LOOSEN BURLAP AT TOP SHALL FILL THE BOTTOM OF SELECTED HOLES WITH SIX INCHES OF WATER. REFER TO PLANS FOR FINISH GRADE. MIMINUM 4" MULCH `--C,.., THIS WATER SHOULD PERCOLATE OUT WITHIN A 24-HOUR PERIOD.THE OWNER OR LANDSCAPE ARCHITECT SHALL VERIFY ACCURACY AND EFFECT OF PERCOLATION TESTING.IF THE SOIL AT A GIVEN AREA DOES NOT DRAIN PROPERLY,A PVC DRAIN OR GRAVEL SUMP SHALL BE INSTALLED , „�\ �, , �� ',,,u,A OR THE PLANTING RELOCATED. �, �. �� 17.SHOULD THE LANDSCAPE CONTRACTOR ENCOUNTER UNSATISFACTORY ��✓•�J��_�.AL 0j/..4.. 4�.�I,/) REMOVE OR SPLIT PEAT POT ��`%� �a�'•'-�o�o. •� ++.. .- SURFACE OR OTHER SUBSURFACE DRAINAGE CONDITIONS,SOIL DEPTH, �`_ `�•�� `%`%\��•W� �l�s._r�%;/ m Q�z LATENT SOILS,HARD PAN,STEAM OF OTHER UTILITY LINES OR OTHER a 4" MULCH LAYER 7 •�• VARIES CONDITIONS THAT WILL JEOPARDIZE THE HEALTH AND VIGOR OF THE .,.I ':, ;: •tX\ (SEE NOTE)PLANTS,HE MUST ADVISE THE LANDSCAPE ARCHITECT IN WRRING OF THE • • • ` N. .. TREE PROTECTION CONDTTK)NS PRIOR TO INSTALLING THE PLANTS,OTHERWISE THE LANDSCAPE ` •' ', • � CONTRACTOR WARRANTS THAT THE PLANTING AREAS ARE SUITABLE PROPER 12" PREPARED SOIL MIXTURE MINIMUM 12" SIDE CLEARANCE GROWTH AND DEVELOPMENT OF THE PLANTS TO BE INSTALLED. - MEDIUM: 1 PART PEAT ' 1 PART SAND 18.NO MATERIAL SHALL BE PLANTED BEFORE FINISH GRADING HAS BEEN /',.��// � '' COMPLETED. \>� \�\j�\\�\�\//y�\��\�\ 2 PARTS TOPSOIL ` • , - 19.EXISTING TREES TO BE PRESERVED ARE TO BE BARRICADED BEFORE •� BEGINNING CONSTRUCTION.IN ACCORDANCE WITH THE TREE PRESERVATION COMPACTED SUBGRADE NOTES AND DETAILS ON THE LANDSCAPE PLAN. 20.SELECTIVE CLEARING CONSISTING OF REMOVAL OF VINES,SAPLINGS UNDER _ y 1"DIAMETER AND UNDERBRUSH SHALL BE PERFORMED IN TREE GROUNDCOVER PLANTING SHRUB PLANTING PRESERVATION AREAS INTERNAL TO THE PROJECT AND NOTED ON PLANS. 21 PLANTS IDENTIFIED IN ALTERNATE AREAS ARE TO BE BID SEPARATELY. NOT TO SCALE NOT TO SCALE TREE PROTECTION NOT TO SCALE 22.CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT WHEN THE PLANT Plant Table MITIGATION INFORMATION MATERIALS ARE AVAILABLE AT THE JOB SITE FOR REVIEW BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. TRANSPLANTS REVEGETATION SEED MIX Trees MITIGATION IS EWE(5)UNDERSTORY PLANTS PER ONE(1)TRANSPLANT Quantity Symbol Scientific Nome Common Name Code Name Planting Size Acacia constricto(Whitethom Acacia) 35 SPECIES PLS RATE.lbs./oc. * 89 O Cercidium floridum Blue polo verde CF 15-Gal Acacia greggii(Cat Claw Acacia) 9 * 4 8 Cercidium floridum Blue polo verde CF 48'Box Cercidium Flori (Blue Polo Verde) 12 Celtis panicle(DDeses ert Hackberry) 7 Purple Three-Awn,Aristide ourourea 2.0 * 55 Cercidium floridum Blue polo verde CF 24'Box Ferococtus wisfzenii(Fish Hook Barrel) 55 Sand Dropseed,SDorobolus crypthandruS 1.0 Indian Wheat,Plantago insularis 3.0 119 0 Prosopis chilensis Chilean Mesquite PC 15-Gol Prosopis velutina(Native Mesquite) 28 Desert Globe mallow,Sphaeralceo ombiguo 1.0 IRRIGATION NOTES: 2 () Prosopis chilensis Chilean Mesquite PC 36'Box Zizyphus obtusifolia(Gray Thom) 11 Desert Senna,Cassia covessii 2.0 1.LANDSCAPE CONTRACTOR TO PROVIDE IRRIGATION SYSTEM ON A DESIGN/ Mitigation Required:Provide 200 understory plants. Brittlebush,Encelia forinosa 1.5 BUILD ARRANGEMENT FOR AREA NOTED ON THE PLAN.CONTRACTOR TO * 15 ® Celtis pollido Desert Hackberry CP 15-Gal provided as PREPARE DESIGN DRAWINGS IN ACCORDANCE WITH PERFORMANCE (100 will be port of the hospital campus planting Bursoge,Ambrosia deftoidea 4.0 SPECIFICATIONS CONTAINED IN THE PROJECT MANUAL AND SUBMIT SAME 25 Chilopsis linearis Desert willow-Lois Adams PV 15-Gal &100 will be provided as part of the levee/troll development) Turpentine Bush,JIOdODODDUS loricifolius 1.0 FOR APPROVAL BY THE OWNER'S REPRESENTATIVE PRIOR TO CONSTRUCTION. SIGNIFICANT VEGETATION=4,115 SQUARE FEET Desert Marigold,Believe multiradiata 1.0-2.0 Shrub Parry Penstemons,Penstemons 1.0-2.0 2.CONTRACTOR TO CONFIRM ADEQUATE PRESSURE EXISTS TO OPERATE SYSTEM PRIOR TO INSTALLATION. Quantity Symbol Scientific Name Common Name Code Name Planting Size 1D0 PERCENT DISTURBED=3:1 MMGAT10N PLUS FIVE(5)UNDERSTORY Plains Love Grass,Erogrostis intermedi0 1.0 3.IRRIGATION SPRINKLER HEADS SHALL BE MANUFACTURED BY EITHER TORO PLANTS FOR M REQUIRED: ED TREE.* 145 %� Lantana comas Bush Lantana LC 5-Gal MITIGATION REQUIRED: Whitehom Acacia,Acacia contricta 0- OR RAINBIRD.IRRIGATION CONTROLLER SHALL BE TORO VISION N MODEL WhitSan Verbena,Verbena 1.2.0 OR APPROVED EQUAL * 44 Lantana montevidensis Trailing Lantana LM 1-Gal (4)48'BOX TREES 4.MAIN LINE TO BE CLASS 299 PVC PIPE.LATERAL UNES TO BE CLASS * 39 ) Penstemons parnyi Pony Penstemons NO 5-Gal (2)36'BOX TREES 150 PVC. * 32 ED Nolina Bigelovii Beargrass NB 3-Gal (4) 15 GALLON DESERT HACKBERRY 5.IRRIGATION SYSTEM TO BE OPERATIONAL BEFORE PLANTING MATERIALS MAY (30)UNDERSTORY PLANTS BE INSTALLED IN PLANTING BEDS. (All will be included in hospital campus planting) 6.INSTALL SPRINKLER HEADS ACCORDING TO MANUFACTURERS SPECIFICATIONS. AC K XERORIPARWA AREA= 153,772 SQUARE FEET=3.5 ACRES FLUSH ALL UNES BEFORE INSTALLING NOZZLES. 7.WIRE CONNECTIONS TO BE MADE BY USING RAINBIRD MODEL ST-103/ Quantity Symbol Scientific Name Common Nome Code Name Planting Size MITIGATION IS: .�,` f+CST, 60 NEW TREES/AC DISTURBED !to F PT-ST SNAP-ME CONNECTIONS. 53 a Dasylirion wheeleri Desert spoon DW 3-Gal 135 NEW SHRUBS/AC DISTURBED /`tr 8.LEAVE 18 INCHES OF ADDITIONAL WIRE AT EACH VALVE LOCATION. ROLL 66 Hesperoloe porvitlora Red yucca HP 3-Gal MITIGATION REQUIRED: �I',/ ,"!!�,! / WIRE INTO COIL AT EACH LOCATION. 3-Gal 210 TREES- (105)24'BOX 9.ALL VALVES SHALL BE LOCATED IN AMAIFJC 10 INCH CIRCULAR VALVE 65 Ca Yucca recurvifolia Curveleaf Yucca YR ` 75 Agave huachucensis Wide-leaf agave All Existing (105) 15 GALLON y9'P. BOXES WITH COVER,OR EQUAL. - ONA V. 473 SHRUBS-(355)5 GALLON 10.IRRIGATION CONTRACTOR TO COORDINATE PLACEMENT OF REQUIRED SLEEVES * 70 Acacia ongustissimo Fern Acacia Fem Acacia 5-Gal (118) 1 GALLON WITH GENERAL CONTRACTOR PRIOR TO PAVING AND CONCRETE INSTALLATION BEING COMPLETED. * 48 Dyssodia pentachaeto Dyssodio DP 1-Gal - Hospital campus planting 55-24'Box LANDSCAPE&IRRIGATION PLAN - 55-15 gal 180 5 gal shrubs FOR ' 60-1 got shrubs NORTHWEST MEDICAL Levee/Trail Development 50-24-Box 105-15 gal CENTER ORO VALLEY 175-5 gal shrubs 3 Plants used to satisfy mitigation requirements 58-1 gal shrubs A PORTION OF SEC.31,T.I 1 S.,R.14 E.,G.SS.R.M., 0 TOWN OF ORO VALLEY,PIMA COUNTY,ARIZONA JEI! CONTOURSCALE F INTERVAL 1 FOOT w LITTLEJOHN ENGINEERING ASSOCIATES DATEMAIL1, A a TowN OF ORO VALLEY FY N« Z ,N C 1 N r.P R I N C -P 1.A N N I N C ,.A N rJ S C A P R ARC 11 1 T r..T u R r. REV.DATE w 1935 Twenty-First Avenue South Nashville.Tennessee 37212 Phone 615.385-4144 LEA PROJECT Na 23046 SHEET 1 OF 2 r O JIx ,,, qR/_o TOWN OF ORO VALLEY .ct- J-0 2 COMMUNITY DEVELOPMENT DEPARTMENT O �` -y Planning and Zoning • Building Safety 11000 N.La Canada Drive,Oro Valley,AZ 85737•(520)229-4800•Fax(520)742-1022 Oro Valley Public Library 1305 W.Naranja Drive,Oro Valley,AZ 85737• (520)229-5300•Fax(520)229-5319 A p� r' Parks and Recreation °UNDEO\2 680 W.Calle Concordia,Oro Valley,AZ 85737•(520)229-5050•Fax(520)797-2202 June 11, 2003 Brad Lipsey Littlejohn Engineering Associates 1935 Twenty-first Avenue South Nashville, TN 37212 RE: OV 12-03-05, Development Plan, Landscape Plan Northwest Medical Center—Oro Valley located on the northwest corner of Tangerine Road and Innovation Park Drive, Parcel 223-021-03A Dear Brad: At their regular meeting of June 10, 2003, the Development Review Board voted by a majority(6-0) to recommend conditional approval of the Development Plan for the above referenced project. The conditions approved by the Development Review Board are attached as Exhibit A. Each of the conditions must be addressed prior to Town Council review of this project. As you are aware, the resubmittal deadline is noon on June 20, 2003. As specified in the Oro Valley Zoning Code, all revisions must be summarized in letterform. Also, three (3) full size (24 X 36) and twenty-two (22) legible 11 X 17 copies of the Development Plan are required. Upon resubmittal, staff will closely evaluate conformance with the aforementioned conditions. At this point it will be determined whether the project may proceed to Town Council. If all pertinent conditions are satisfied, the Town Council will consider the project on July 16, 2003. It may be prudent to begin the public art design review process (brochure and Ordinance enclosed). One percent of the construction cost of the project must be allocated for onsite public art. Please submit a public art proposal that includes a cover letter, construction cost estimate, renderings of a proposed design, and an estimate of the total art cost. Planning staff will transmit copies of the aforementioned items to the Public Art Review Committee (PARC) for review and approval. In turn, PARC will provide a recommendation to Town Council. In the end, the approved art must be established prior to issuance of a Certificate of Occupancy. At this point, you may submit, paving, drainage and wastewater improvement plans for review. Plans for onsite, and utility improvements are required. www.townoforovalley.com Letter Littlejohn Engineering June 11, 2003 Page 2 The Development Review Board further voted (6-0) to approve the Landscape Plan for the above project. Please revise the Landscape Plan to reflect the conditions of approval and summarize in letterform the revisions. Three (3) full size (24 X 36) copies are to be submitted for review and final approval. The Landscape Plan does not track to Town Council. If you have any questions please feel free to contact me at (520) 229-4822. We will gladly reschedule the Development Plan for a Development Review Committee meeting to resolve any issues. Very tru y yours, Robert M. Conant, Jr. Planner II attachments cc: Paul Kappleman, CEO Northwest Medical Center Oro Valley Ray Cossette, Construction Project Manger NWMC Jeff Weir, Town of Oro Valley Economic Development Brent Sinclair, Community Development Director Bryant Nodine, Planning and Zoning Administrator Craig Civalier, Department of Public Works Bob Jacklitch, OV Water Gigi Miller, PARC Shirley Gay, Development Coordinator File r EXHIBIT A CONDITIONS OF APPROVAL OV12-03-05 1. A Master Sign Program shall be developed and approved prior to the issuance of building permits. 2. Public Art shall be approved by the Town Council for the Hospital building and the Medical Office Building prior to the issuance of building permits. 3. Indicate the design speed and vehicle for the project as a General Note per Section 4-504(C)(16) of the OVZCR. 4. Show the pre and post developed flows for the 100-year event per Section 4-504(D)(1)(a) of the OVZCR. 5. Show the size and materials of all existing utility piping. 6. It will be the responsibility of the developer to conduct a traffic signal warrants study to determine if traffic signals are justified at driveway B. If a traffic signal is justified the developer shall install it at their cost. I EXHIBIT A CONDITONS OF APPROVAL OV12-03-05 LANDSCAPE PLAN 1. Staff, applicant and the salvage company, at the time a plant salvage company has been hired, shall field verify all plants to be salvaged. JPLLEY qR TOWN OF ORO VALLEY 429 5 * � COMMUNITY DEVELOPMENT DEPARTMENT Planning and Zoning • Building Safety 11000 N.La Canada Drive,Oro Valley,AZ 85737•(520)229-4800•Fax(520)742-1022 Oro Valley Public Library 1305 W.Naranja Drive,Oro Valley,AZ 85737• (520)229-5300•Fax(520)229-5319 Parks and Recreation SUN D ED\g 680 W.Calle Concordia,Oro Valley,AZ 85737•(520)229-5050•Fax(520)797-2202 June 11, 2003 Steven J. Delany Gould—Turner Group 4400 Harding Road, Suite 1000 Nashville, TN 37205 RE: OV 13-03-20, Architecture Northwest Medical Center—Oro Valley, located on the Northwest corner of Tangerine Road and Innovation Park Drive, Parcel 223-021-03A Dear Steve: At their regular meeting of June 11, 2003, the Development Review Board by a majority vote (6-0) approved the architecture for the hospital and medical office building for the above referenced project. The conditions listed in Exhibit A attached must be addressed prior to the issuance of a building permit. It may be prudent to begin the public art design review process (brochure and Ordinance enclosed). One percent of the construction cost of the project must be allocated for onsite public art. Please submit a public art proposal that includes a cover letter, construction cost estimate, renderings of a proposed design, and an estimate of the total art cost. Planning staff will transmit copies of the aforementioned items to the Public Art Review Committee (PARC) for review and approval. In turn, PARC will provide a recommendation to Town Council. In the end, the approved art must be installed prior to the issuance of a Certificate of Occupancy. If you have any questions please feel free to contact me at (520) 229-4822. Very tnil ours, Robert'M. Conant, Jr. Planner II enclosures www.townoforovalley.com cc: Paul Kappleman, CEO Northwest Medical Center Oro Valley Ray Cossette, Construction Project Manager NWMC Jeff Weir, Town of Oro Valley Economic Development Brent Sinclair, Community Development Director Bryant Nodine,Planning and Zoning Administrator Shirley Gay, Development Coordinator File EXHIBIT A CONDITIONS OF APPROVAL OV13-03-20 1. All roof mount mechanical equipment including vents and stacks shall be screened by the parapet wall.