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Home My WebLink AboutOV120208 rage i or i tAN't '31)671' Imhoff, Judy From: Nodine, Bryant Sent: Thursday, December 13, 2001 8:48 AM To: Imhoff, Judy Subject: FW: Review of DPW Road Projects(More Info) Original Message From: Nodine, Bryant Sent: Friday, December 07, 2001 5:26 PM To: Nzomo, Paul; Vella, Bayer; Widero, Dee Subject: RE: Review of DPW Road Projects (More Info) I've added items in blue (not discussed at the meeting but a Code requirement). Original Message From: Nodine, Bryant Sent: Friday, December 07, 2001 5:04 PM To: Nzomo, Paul; Vella, Bayer; Widero, Dee Subject: Review of DPW Road Projects Per my meeting with Paul: • DPW will submit a site resource inventory (SRI) for a pre-app prior to submittals. (If they opt out of the pre-app, they'll submit the SRI 30 days prior to submittals.) • DPW will submit NPS and Riparian Mitigation (RM) Plans for administrative approval. >c • DPW will submit LPs for DRB approval. DPW may elect to submit a single landscape co ept to DRB-to-be approved r use on all future roadway projects. (I recommend that this go to DRB prior to approval of the landscaping concept by the Town Council.) • All plans will be reviewed based on the minimum requirements of the Code. • Prior to submittal of the NPS and RM plans the DPW consultant and zoning inspector will mark trees and delineate riparian areas in the field. This will expedite the process by providing agreement on salvage and the extent of riparian areas prior to the preparation of plans. • Mitigation requirements for both NPS and RM will be determined based on review of the plans. • P&Z will assign one planner(Judy) and one inspector(Mike?) to review the plans and check field work. This is a draft list. Please comment by 12/12. Thanks. 12/13/2001 Page 1 of 1 Imhoff, Judy From: Nzomo, Paul Sent: Thursday, December 13,2001 10:09 AM To: Imhoff, Judy; Gay, Shirley Subject: RE: DPW Road Projects (Tangerine Road Improvement Project) The project number is OV30-99/00-09, I gave you my last copy. Please let me know how many copies I should be submitting to P&Z and how should I submit the plans to. thanks Paul Original Message From:Imhoff,Judy Sent: Thursday,December 13,2001 9:26 AM To: Gay,Shirley;Nzomo,Paul Subject:DPW Road Projects(Tangerine Road Improvement Project) Bryant has asked that we establish an OV number and file for the above referenced project and that Shirley retain the main OV file. Please provide Shirley a copy of the SRI for the Tangerine Road Improvement Project and all other documents as the project progresses. Thanks. i — 144;4447 1 - JAt 1- nA:441 6/ CArikto. 12/13/2001 rage 1 of L Imhoff, Judy From: Nodine, Bryant Sent: Thursday, December 13, 2001 10:56 AM 1 To: Vella, Bayer; Widero, Dee; Imhoff, Judy; Nzomo, Paul p.. Subject: RE: Review of DPW Road Projects (More Info) Q '4" -.ALVfilf1/4. My Comments: tfr \r}?) }1‘" Original Message From: Vella, Bayer OVU.' Sent: Monday, December 10, 2001 12:57 PM To: Nodine, Bryant; Widero, Dee; Imhoff, Judy V7((Cil, h Subject: RE: Review of DPW Road Projects (More Info) �v Heyya...a few thoughts: • I am not all that crazy about the Multiple Use Concept Plan approach...does not address site specific issues...I can't imagine DRB being all that crazy about it either. We are such a small town..l don't understand the need for"concepts". Okay, it's official...l hate the idea. Counties need concepts...not small Towns. Middle ground is to create concepts for very small improv. projects...not large stretches of road? I suggested that to reduce review, but anticipated some variation in the projects. Based on the TC Study session, it looks like we'll be addressing each LP individually. I recommend that they go to DRB and although other LPs don't go to TC, DPW may need to send them to TC because they are contracts over$20,000. • Who does the planner send comments to...Paul or the Consultant? Although we need to follow Code, we don't need to follow standard processes. However, I recommend that we assign these OV numbers and all correspondence should go through Shirley following the standard LP,NPS process. • Avenues to resolve Significant Vegetation Issues? Third Party? No third party—resolve between staff and DPW consultant. • Will DPW want to encourage extra notification --particularly HOA's in the area? No notification is required, but DPW has open houses. DPW will handle notification—as part of early review we can suggest contacts. • It may be prudent to conduct a study session with DRB on this issue—to prep them for future landscape plans... Handle this with DPW when the first one comes through. Study session early enough that it doesn't delay the project. • With regard to minimum requirements..there are items in the Design Guidelines that will be applicable....Folks like Underwood etc. will want to see the Town set a high standard (example to all..) versus skating by on bare minimums... Just like any other project review with the Design Guidelines and make suggestions to DPW, but what is required is the minimum and staff goes forward to DRB in agreement. • Judy will be a great asset. Would like her to be part of the design ---- not just code review!!! Also,we should get Mike involved very early on....prior to any tagging etc.. We've agreed that Mike will go out in the field with consultant before they submit so the submittal should be what they agree on in the field—no conflicts and clean. Judy will need to stay in communication with Paul and develop a working relationship to offer suggestions. • What about design of Town entry-way monumentation? Should be part of the LP for any entry-way roads—may want to coordinate this with public art project. 12/17/2001 Page 2 of 2 I've added items in blue (not discussed at the meeting but a Code requirement). Original Message From: Nodine, Bryant Sent: Friday, December 07, 2001 5:04 PM To: Nzomo, Paul; Vella, Bayer; Widero, Dee Subject: Review of DPW Road Projects Per my meeting with Paul: • DPW will submit a site resource inventory (SRI) for a pre-app prior to submittals. (If they opt out of the pre-app, they'll submit the SRI 30 days prior to submittals.) • DPW will submit NPS and Riparian Mitigation (RM) Plans for administrative approval. • DPW will submit LPs for DRB approval. DPW may elect to submit a single landscape concept to DRB to be approved for use on all future roadway projects. (I recommend that this go to DRB prior to approval of the landscaping concept by the Town Council.) • All plans will be reviewed based on the minimum requirements of the Code. • Prior to submittal of the NPS and RM plans the DPW consultant and zoning inspector will mark trees and delineate riparian areas in the field. This will expedite the process by providing agreement on salvage and the extent of riparian areas prior to the preparation of plans. • Mitigation requirements for both NPS and RM will be determined based on review of the plans. • P&Z will assign one planner (Judy) and one inspector (Mike?) to review the plans and check field work. This is a draft list. Please comment by 12/12. Thanks. 12/17/2001 Page 1 of 2 Imhoff, Judy From: Vella, Bayer Sent: Monday, December 10, 2001 12:57 PM To: Nodine, Bryant; Widero, Dee; Imhoff,Judy Subject: RE: Review of DPW Road Projects(More Info) Heyya...a few thoughts: • I am not all that crazy about the Multiple Use Concept Plan approach...does not address site specific issues...I can't imagine DRB being all that crazy about it either. We are such a small town..) don't understand the need for"concepts". Okay, it's official...I hate the idea. Counties need concepts...not small Towns. Middle ground is to create concepts for very small improv. projects...not large stretches of road? • Who does the planner send comments to...Paul or the Consultant? • Avenues to resolve Significant Vegetation Issues? Third Party? • Will DPW want to encourage extra notification -- particularly HOA's in the area? • It may be prudent to conduct a study session with DRB on this issue—to prep them for future landscape plans... • With regard to minimum requirements..there are items in the Design Guidelines that will be applicable....Folks like Underwood etc. will want to see the Town set a high standard (example to all..) versus skating by on bare minimums... • Judy will be a great asset. Would like her to be part of the design ---- not just code review!!! Also, we should get Mike involved very early on....prior to any tagging etc.. • What about design of Town entry-way monumentation? Bayer Original Message From:Nodine,Bryant Sent:Friday,December 07,2001 5:26 PM To:Nzomo,Paul;Vella,Bayer;Widero,Dee Subject:RE:Review of DPW Road Projects(More Info) 12/17/2001 Page 2 of 2 Bayer 12/17/2001 Tangerine Overlay District Hillside Riparian Habitat Overlay District Native Plant Preservation, Salvage and Mitigation Plan Landscape, Irrigation and Buffer Yard Plan 0 PLY gofs.,0 %JUP l�` °UNDED 19� DEVELOPMENT PLAN Resubmittal'? N Development Review Transmittal Town of Oro Valley Planning and Zoning Division 11,000 N.La Canada Drive Oro Valley,AZ 85737 Review Agency: ****DEVELOPMENTPLAN SERIES**** Transmittal Out: Friday, March 01, 2002 Transmittal Due Tuesday, March 12, 2002 Project Information Project Number: OV1202-08 Parcel Number: Project Title: FIRST AVENUE CDO WASH TO TANGERINE ROAD Lots (if applies): Location: Applicant: MCGANN &ASSOCIATES Phone: Zoning: Oro Valley Planner: BAYER VELLA Date Information (as applies) DRC Meeting: Friday, March 15, 2002 DRB Hearing: Tuesday, April 09, 2002 'P Twn Cncl Hearing: FP/DP Twn Cncl Hearing: Additional Comments: LANDSCAPE PLAN REVIEW Please return written comments to Development Coordinator, Shirley Gay @(520) 229-4849 or FAX(520) 742-1022 Email @ sgay@orovalley.net Friday,March 01,2002 DEPARTMENT OF PUBLIC WORKS ENGINEERING DIVISION 2/28/02 PROJECT First Ave: Widening 30% SUBMITTAL: NAME: plans REVIEWED P&Z Shirley ( Landscape) PROJECT OV 30 00/01-08 BY: NO: DISCIPLINE/ P&Z ( Landscape ) TRACS NO. N/A OFFICE: ADOT Prefix RETURN 3/14/02, Please have DESIGNER/ RS Engineering DATE: comment to me by due CONSULTANT: date. DPW Paul Nzomo DPW FAX PROJECT NUMBER: MANAGER: ACTION CODES: A=WILL COMPLY *B= CONSULTANT/DESIGNER TO EVALUATE *C = DPW TEAM TO EVALUATE *D= DESIGN TEAM RECOMMENDS NO FURTHER ACTION *REQUIRES A WRITTEN EXPLANATION AND FINAL DISPOSITION BY CONSULTANT/DESIGNER ITEM DWG, SHT, DISPOSITION NO. PAGE NO. COMMENT INIT. FINAL f/ ' MINUTES OF THE ORO VALLEY DEVELOPMENT REVIEW BOARD MEETING TUESDAY, MARCH 12, 2002 ORO VALLEY COUNCIL CHAMBERS 11,000 N. LA CANADA DRIVE REGULAR MEETING CALL TO ORDER: 6:01 p.m. ROLL CALL: Present Jim Vogelsberg, Chair Al Kunisch, Member Nancy Mager, Vice-Chair Jeff Weatherford, Member Barbara Bell, Member Absent Richard Underwood, Member Vincent Baiocchetti, Member Others Present: Bayer Vella, Senior Planner Craig Civalier, Engineer Bob Conant,Planner II David Ronquillo, Planner I Shirley Gay, Development Coordinator REGULAR AGENDA OV12-02-08, TOWN OF ORO VALLEY STAFF REQUESTS INPUT REGARDING THE LANDSCAPE PLAN ASSOCIATED WITH FUTURE TANGERINE ROAD IMPROVEMENTS Bayer Vella introduced the staff report into the record. Mr. Nzomo briefly reviewed the project and what was planned. He explained that there would be a multi-use path and there would be no sidewalk or curbing and commented on the underground pathway. Mr. Nzomo asked the DRB to give their comments and input to be considered. Mr. Nzomo introduced Don McGann of McGann and Associates was present for questions. Mr. McGann briefly reviewed the guidelines that needed to be followed for the project. Steve Hagedorn provided an 11 x 17 rendering of the proposed road project. He reviewed the landscaping architect for the project. He commented that all disturbed areas would be landscaped. Mr. Hagedorn introduced Moria Marti Geoffrion, and Mary Bates Neubauer who will be doing the art work for the project. Ms. Geoffrion provided samples of the different kinds of artwork to be displayed along the trail. Chair Vogelsberg asked what kind of lighting is being considered for the underpass. Mr. Nzomo commented there would be skylights to provide lighting. Member Mager expressed her concern about the safety and lighting of the multi-use path. She said she would rather see an above ground crosswalk. 2-12-02 Development Review Board Minutes Page 2 Mr. Nzomo replied that at the open house meeting, the neighbors clearly stated that they would rather see an underground cross walk rather than an over crosswalk. Mr. Nzomo thanked the DRB for their comments and he would consider their input. Member Weatherford also felt lighting and drainage would be a problem with the pedestrian under pas. Member Bell agreed that lighting would be a safety issue. Member Kunisch also felt that lighting would be a safety issue. PRESENTATION OF SIGN CODE AMENDMENT Jerrilyn Billings who is heading the project for the sign re-write presented her report to the DRB. She briefly reviewed the changes that staff wants to make to the code and asked the DRB to give her their comments by March 25th OV12-01-03, THE WLB GROUP , REPRESENTING STONE CANYON LLC, REQUESTS APPROVAL OF THE STONE CANYON VI PRELIMINARY PLAT FOR 60 SINGLE FAMILY LOTS ON 83.07 ACRES ABUTTING A PORTION OF TORTOLITA MOUNTAIN DRIVE AND THE WEST SIDE OF RANCHO VISTOSO BOULEVARD — JUST SOUTH OF THE RITZ CARLTON SITE IN RANCHO VISTOSO NEIGHBORHOOD 11, PARCEL 219-191-970 Bob Conant introduced the staff report into the record. Staff recommended approval subject to conditions listed in Exhibit A. Steve Oliverio, with the WLB Group, was present for questions from the Board. Mr. Oliverio stated he had no problems with staff conditions. Bill Alder, commented that condition one should be revised to have a minimum and maximum limit. Staff requested 10 minute recess. Staff revised condition one to add Phase I lots, average lot size 21,700 SF shall at a minimum grade 12,000 SF but at a maximum 15,000 SF. MOTION: Moved (Kunisch) and carried by a 5-0 vote (Baiocchetti/Underwood absent) to recommend approval of OV12-01-03 Stone Canyon VI Preliminary Plat subject to conditions listed in exhibit A and stipulating on condition one add; Phase I lots, average lot size 21,700 SF shall grade at a minimum of 12,000 SF and maximum of 15,000 SF. Staff Conditions: 1. A note shall be added to the Final Plat stating that the building envelopes as shown on the Preliminary Plat shall be the limits of grading, and may be field adjusted to preserve significant vegetation, rock outcroppings and/or bank protection. Phase I lots, average lot size 21,700 square feet shall at a minimum grade 12,000 square feet but at a maximum 15,000 square feet. 2. On sheet 2, the delineation for the "100yr. H. W. Limits" shall be labeled as "Post 100-yr. Floodplain Limits". 3. All easements outside of the project boundaries shall be recorded by separate instrument. 2-12-02 Development Review Board Minutes Page 3 4. On sheet 3, continue cross access easement to property lines of lot 359. 5. On sheet 4, correct inverts for proposed culvert crossing Street"I" at CP 6.2. 6. Section 4/6 references bank protection detail 8/6, which is incorrect detail numbering for detail on sheet 6. 7. Revise detail 10 on sheet 6 to meet proposed conditions. OV12-96-04C, MMLA, REPRESENTING COTTONWOOD PROPERTIES, REQUESTS APPROVAL OF A PRELIMINARY PLAT FOR RAMS CANYON PHASE III; LOCATED APPROXIMATELY 1.5 MILES NORTH OF THE INTERSECTION OF ORACLE ROAD AND FIRST AVENUE ON THE EAST SIDE OF ORACLE ROAD IN THE LA RESERVE PLANNED AREA DEVELOPMENT,PARCEL #22004010H David Ronquillo introduced the staff report into the record. Staff recommended approval subject to conditions listed in Exhibit A. Bill Hallinan, of Cottonwood Properties, was present to answer any questions staff may have. Mr. Hallinan commented he did not have any problems with staff conditions. MOTION: Moved (Bell) and carried by a 5-0 vote to recommend approval of OV12-96-04C, Rams Canyon Phase III Preliminary Plat subject to conditions listed in Exhibit A. Staff Conditions: 1. The Town of Oro Valley limits shall be accurately depicted on the location map. 2. Grading limits shall be extended to include grading for fill slope run out along northwest lots and cut slopes for outlet flow from end of cul-de-sac Street"B". 3. Grading limits shall be extended to include sewer utility installation from proposed MH #1 to MH#2 at the end of cul-de-sac Street"A" and from proposed MH#4 to existing MH #13 at the end of cul-de-sac Street"B". 4. For Figure 3 of Drainage Report, the 100-year ponding limits shall be revised per the 100- year ponding elevation 2630.56. 5. For the Final Plat, a general note shall be required stating that the owners of lots 16-21 shall agree to accept flows from Rams Canyon Phase 2. 6. General Note 24 shall be revised to include fill for building pads for lots 5,6,7,14,&15. 7. Invert elevations for existing (4) 24" HDPE storm water pipes shall be provided on the improvement plans. 2-12-02 Development Review Board Minutes Page 4 8. Calculations shall be provided and justify length of scour pad at drainage outlet for Street B to ensure non-erosive exiting velocity. 9. Depict the location of the trail connection on the southwest side of the property from the Canada Del Oro Wash to Rams Field Pass. The trail must incorporate a 5' wide meandering path consisting of treated decomposed granite to create a stable hard surface. The path must also provide a smooth transition from the existing path to the proposed trail and connection to Rams Field Pass. This may be achieved by a stair stepped treatment to facilitate path access and mechanisms to prevent erosion. A note shall be provided on the preliminary plat and the design must be fully detailed on the landscape plan. 10. Additional vegetation must be provided along the trail utilizing buffer yard "D" vegetative standards, excluding the natural desert option, to meet the intent of the ORSCOD wall and berm standards. The goal is to achieve a site obscuring screen from residents with views to Oracle Road and vehicular traffic looking onto the site. 11. One active recreational amenity must be established to fulfill the provisions of recreational areas in the OVZCR. This must be depicted on the landscape plan. STAFF REPORT Mr. Vella briefly reviewed the projects that have been approved by Town Council. Melcor property will be going be Town Council for approval March 20. The Wong property was approved March 6th as well as the Preliminary Plant for Neighborhood 7A. The Pusch Ridge Center will be coming back to DRB in about a month. Other upcoming projects will be Neighborhood 2 Parcel I and Mr. Vella encouraged the DRB members to go on the site tour for that property. Another project that will be forth coming is the Vistoso Gateway Preliminary Plat. ADJOURNMENT MOTION: Moved, seconded (Kunisch) and carried by a 5-0 vote to adjourn the March 12, 2002 Development Review Board Meeting at 8:10PM. 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Ili" 1 /(;H' ....... ,.,,,,,,, IN — — , c it - . so.zi- /I 7°6 IF ' , 411 Nif'____ .,/ i \ \ ii -_._____-------- \ 4 , 0 i _..."__\ .\;,- 111 ________ ' ti • / I 1\ \) I 0 .... , -;T--\---\ ---\, --, _ .--,--, 0c/- _____\ \ 1 7- 11 ,---,____L-T_ --___. _,, ,,v ', /,>---__ ,,,,/ \N ' ' S , / /' \\,`yI '00 _2795 .- yam 7----, i--_, - _ --7 7 ) ) 1 1 >--- .C-.-,, ,\ 74_,_---- II I 1"11101 001 /;------.-°-----;- 3 A i \\ \ mil Y lill A 0 tow I ....---.,„ 0-07•. • \ ..,, \_______ Ng f, .4di 1— -.-- A- 71 ----/-:- 4 i \ 4 \ II ___/ mli ._ '''" ii0-1‘1- ,..-----=-.—..._..7 T._ r grA.—'--,...,...,-h,,, ___,.\__.__\il 0C;;;i \\: :\;;;;\ _ _ 1:111 - 4,11b1/4, `7N X/----------- I— Nq, I 11 1 g TOWN OF ORO VALLEY 5 5 0 TANGERINE ROAD - LA CANADA DRIVE TO FIRST AVENUE McGann & Assoclalas yLandscape Architects and Planners 6814 North Oracle Road,Suite 210 r 4 i i SRU Tucson,Arizona 85704 Telephone:(520)297-9540 Fax:(520)297-9545 BEGINNING OF PROJECT TO STA. 90+00 1 ii. -------------z -------(1\ '\i: iii ii"ilii:'\.,\.'\\‘,\,,,:1.H' la\'',,....._„,\__,___\---------- ._:: s:,,t,L,._:__,-- ';:g _ , , , t . „ ._ ,.,,..-_-_-.-_ ,, , \ _ t,‘\ ...._...:....----,...... 71'• .4 -, \\,\\\\\\.\\\\ -qui ---7-77",„..4.7.. . .. 1. 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A ,___.----A___ ,7 'z' --\\,) htli,\ ........_, , , I -Ilk\ 11441i --,...,,, , , o ! - ('r V 1 k N 7_ lis-me-,--zri.---- . 0, MI _-- , 1,_ ..: ,,,\\, , 4 Al ,„ 1 ‘ii . 9 \,_,,,7\‘,.....,., ,.,:e . 4 1 A 14.fici" i'll '7.'.—//.:/- -------- 1 H r ( 4t '\ , !I f / 0-foil Ai C 1 TowN of ono vALIEY• il 1 TANGERINE ROAD - LA CANADA DRIVE TO FIRST AVENUE McGann Associates yLandscape Architects and Planners SITE RESOURCE INVENTORY ON AERIAL PHOTOGRAPH T6/eph14 th Oracle Road,Suite Fax:(5 210 r Tucson,Arizona B5704 Telephone.'(520)297-9540 (520)297-9545 STA. 1e2+00 TO 186+00 1 ,. . y i-il 1 .`;-1 , „„c ,_____\_1,, ,, sy,\111 _rr\t/,,27zz_,z A- 1 i -I i\\\N .1 , ,,....,, . , r g . ,....,,,,,.. 4-.. , \ \-:,,,, .,, 4 _, \\„3.\\\,, , 0 it g \\.\\ -II 4 -'\ .. 1 ///z ..-- ': / (7 (/// 1 i ) U . /I , Li _ N T iW1 ) - --;- i _..- Li 0 t i? ' z71\ i 4 <----:___ \\\\ 1 zi ( c---4 Li if ii g 11 I I Pi El =. if 11 ilkiii Et, i : li 1 § TOWN OP ORO VALLEY 4 Co $ TANGERINE ROAD - LA CANADA DRIVE TO FIRST AVENUE McGann A Assoclat•s °-� Landscape Architects and Planners fi y ii 1 i SITE RESOURCE INVENTORY ON AERIAL PHOTOGRAPH T Tucso14 n, Arizona Oracle Road,0S Faxite (5 10 � Tucson,Arizona 85704 Telephone:(520)297-9540 Fax(520)297-9545 STA. 186+00 TO END OF PROJECT TOWN OF ORO VALLEY ,u,..„, ,,,.., _.(,E,„ TITS 35 36 TANGERINE RD 36 31 3/ 32 T1252 i- 6 6.5 DEPARTMENT OF PUBLIC WO1?_KS N , _ 1FIRS T A VENUE: D A H T O TANGS E RAD lur NARANJA.,. , 6 , :5 c o � o t „-pillp 7 .' 7 : 4 4?).''Ll.:Ilai.i".01A �_!'! GENERAL PROJECT DESCRIPTION THIS PROJECTli ' ti a. RECONSTRUCT 1.5 MILES OF FIRST AVENUE TO A FOUR LANE DIVIDED ROADWAY /4'I 13'8 �'!='��'17 WITH DRAINAGE IMPROVEMENTS, TRAFFIC SIGNALS& LANDSCAPING. Location Plan A PORTION OF SECTIONS 6 AND 7,T12S,R14E,AND SECTIONS 1 AND 12 T125.RI3E.G.& SRA& M. PIMA COUNTY,ARIZONA SCALE:3'•2 MILES SHEET INDEX zLu SHEET NUMBER DESCRIPTION Tom' © -Z 5, a I COVER SHEET 2 GENERAL NOTES :I 3-4 TYPICAL SECTIONS 5-6 ROADWAY DETAILS -P2, 7-14 FIRST AVENUE P & P SHEETS 15-18 SIDE STREET P & P SHEETS �y` t • t.EY 4 k: 2 19-29 GEOMETRY SHEETS F �� ' ��' v 30-36 STORM DRAIN P & P SHEETS - -It 37-46 CULVERT P & P SHEETS t ' 47-52 STRIPING PLANS AND DETAILS �,,; 53-60 LANDSCAPING PLANS SHEET 10 SHEET II SHEET 12 SHEET 13 SHEET 14 Z , ;fix s SHEET g rn ; gCi 'CatiAi r;E:V.';‘2'1'‘ op 1 tn /< F mom anond 30 1430 - 1 A311dA 080 JO NMO! R ENGINEERING \ e9,, �' �� operations amilem NITIALs INDEX TO PLAN SHEETS v___ y,...„ Devefopment aisissaisilliMIN ? NECOMMINIIMMEMII 30% COMPLETE Stormwatsr 111111111. `'- FEBRUARY 2002 "� Others IIIIIIIIIIIIII PRELIMINARY PLAN NOT FOR CONSTRUCTION APPROVED: NAME DATE a DESIGN TOWN OF ORO VALLEY 0 0 DRAWN ROADWAY DESIGN SERVICES PRELIMINARY CHECKED NOT FOR R S ENGINEERING FIRST AVENUE CONSTRUCTION o OR RECORDING /� COO WASH TO TANGERINE ROAD io L7 •121K 747.4f CONSULTING ENGINEERS o� 1-800-782-5348 ORO VALLEY TOWN ENGINEER DATEria JOB :`O6Y""'"' """""`�""""' 0109.00 COVER SHEET SHEET 1 OF 60 GENERAL NOTES: I. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH /8. BASIS OF BEARING IS A LINE BETWEEN PC/COT-DOT GEODETIC CONTROL POINT PIMA COUNTY/CITY OF TUCSON STANDARD SPECIFICATIONS FOR PUBLIC N2/AND PC/COT-DOT GEODETIC CONTROL POINTED,SAID BEARING BEING IMPROVEMENTS (PC/COT SSPI). 1994 EDITION. EXCEPT AS MODIFIED HEREBY. N 00'24'37'W A DISTANCE OF /0591.49'.GEODETIC CONTROL POINT E21 IS THE SOUTHWEST CORNER OF SECTION I.Tl2S.R/3E,SAID POINT BEING A 2. ALL CONSTRUCTION AND TESTING METHODS SHALL BE IN CONFORMANCE 25'GLO AT THE NORTHWEST CORNER OF NARANJA DR.& MONTERRA VISTA DR. WITH PC/COT SSPI.1994 EDITION. EXCEPT AS MODIFIED HEREBY. 19. BASIS OF ELEVATION IS THE PC/COT-DOT GEODETIC CONTROL POINT N21,SAID 3. ALL WORK SHALL BE IN CONFORMANCE TO THE GRADING ORDINANCE. POINT BEING A 60d NAIL FLUSH IN CONCRETE AND BEING AT ELEVATION 259/21. CHAPTER 15 OF THE ORO VALLEY ZONING CODE REVISED. NAVD88 DATUM. 4. EARTHWORK SHALL CONFORM TO PC/COT SSPI, SECTION 203. 20. IF UNANTICIPATED CONDITIONS ARE ENCOUNTERED DURING THE COURSE OF CONSTRUCTION AND ARE BEYOND THE SCOPE OF THE DESIGN,THE 5. AGGREGATE BASE COURSE SHALL CONFORM TO PC/COT SSPI, SECTION ENGINEER SHALL SUBMIT THE NECESSARY REVISED OR SUPPLEMENTAL 303. IMPROVEMENT PLANS FOR REVIEW AND APPROVAL BY THE TOWN OF ORO VALLEY 6. ALL CONCRETE SHALL CONFORM TO PC/COT SSPI, SECTION 1006.CLASS S. 3,000 PS/COMPRESSIVE STRENGTH AT 28 DAYS,UNLESS OTHERWISE 21. THE CONTRACTOR. BEFORE UNDERTAKING ANY GRADING OR SPECIFIED. CONSTRUCTION WORK OF ANY TYPE WITHIN THE PUBUC RIGHT-OF-WAY, MUST FIRST OBTAIN A RIGHT-OF-WAY PERMIT FROM THE TOWN. 7. ASPHALTIC CONCRETE SHALL CONFORM TO PC/COT SSPI.SECTION 406. ASPHALTIC CONCRETE MIXTURE NO. 2 SPECIFICATIONS. 22. INSPECT/ON BY THE TOWN OR TOWN'S REPRESENTATIVE OF THE WORK CALLED FOR ON THE PLANS SHALL NOT.IN ANY WAY.RELIEVE THE 8. A STAMPED SET OF APPROVED PLANS SHALL BE KEPT IN AN EASILY CONTRACTOR AND/OR HIS/HER SUBCONTRACTORS OF THEIR OBLIGATION ACCESSIBLE LOCATION ON THE JOB SITE AT ALL TIMES OR DURING TO PERFORM THE WORK IN COMPLIANCE WITH THE PLANS.SPECIFICATIONS, CONSTRUCTION. CONTRACT DOCUMENTS, TOWN CODE, AND ANY OTHER APPLICABLE REGULATIONS PERTAINING THERETO. 9. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OCCUPATION SAFETY AND HEALTH ADMINISTRATION REGULATIONS. 23. THE CONTRACTOR SHALL OPERATE IN A MANNER COMPLIANT WITH ALL APPLICABLE REGULATIONS OF THE TOWN, COUNTY.STATE.AND FEDERAL 10. THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY ALL GOVERNMENT. GOVERNMENTAL AGENCIES. 24. QUANTITIES.AS SHOWN ON THE BID SCHEDULE ARE ESTIMATED AND II. CONTRACTOR SHALL INSTALL STREET SIGNS IN ACCORDANCE WITH THE CONTRACTOR IS ADVISED THAT THE FINAL QUANTITIES OF MATERIALS TOWN OF ORO VALLEY SUBDIVISION STREET STANDARDS -SIGNAGE POLICY. AND WORK IN PLACE MAY DIFFER FROM THOSE INDICATED IN THE BID SCHEDULE. 12. PAVING CONTRACTOR SHALL ADJUST BOTH EXISTING AND NEW WATER VALVES.BOX COVERS,WATER METER BOXES.SANITARY SEWER 25. RIGHT(S)-OF-WAY ENCROACHMENT(S)SHALL BE REMOVED ONLY BY MANHOLE AND CLEANOUT RING AND COVERS. TELEPHONE AND ELECTRIC ORDER OF THE TOWN OF ORO VALLEY. MANHOLE RING AND COVERS TO THE NEW FINISHED GRADE. 26. THE INFORMATION ON THESE PLANS CONCERNING THE TYPE.SIZE.AND 13. UPON COMMENCEMENT OF WORK. TRAFFIC CONTROL DEVICES SHALL BE LOCATION OF UTILITIES HAS BEEN SHOWN BASED ON THE BEST POSTED AND MAINTAINED BY THE CONTRACTOR UNTIL SUCH TIME AS THE INFORMATION AVAILABLE AND SINCE THE ACTUAL LOCATION MAY BE WORK IS COMPLETED.ALL WARNING SIGNS, BARRICADES,ETC.SHALL BE IN SOMEWHAT DIFFERENT FROM THAT SHOWN. THE CONTRACTOR IS ACCORDANCE WITH THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES REQUIRED TO CONTACT BLUE STAKE AT 1-800-782-5348 TWO (2)FULL ADOPTED BY THE STATE OF ARIZONA PURSUANT TO ARS.28-650. WORKING DAYS PRIOR TO THE COMMENCEMENT OF ANY WORK ON THIS PROJECT. SATURDAY AND SUNDAY ARE NOT CONSIDERED WORKING DAYS. 14. ALL STATIONING SHOWN ON PLAN IS ALONG CONSTRUCTION CENTERLINE IT IS THE CONTRACTORS RESPONSIBILITY TO PROTECT ALL EXISTING UNLESS OTHERWISE NOTED. FACILITIES IN PLACE. UNLESS OTHERWISE NOTED OR SPECIFIED. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE AND 27. GRADING BOUNDARIES SHALL BE CLEARLY MARKED.AND ALL WORK MAINTENANCE OF EXISTING IMPROVEMENTS AND VEGETATION IN THE WILL BE CONFINED TO APPROVED PROJECT LIMITS AS SHOWN ON THESE WORK AREA PAVEMENT. CURBS,CART PATHS AND ANY OTHER PLANS. OBSTRUCTIONS DAMAGED DURING CONSTRUCTION ARE TO BE REPLACED BY THE CONTRACTOR. ANY UNDERGROUND PIPES.IRRIGATION LINES 28. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR THE IRRIGATION CONTROLS.DRAINS. STRUCTURES,OR OBSTRUCTIONS NOT SURVEYOR PROVIDING THE CONSTRUCTION LAYOUT TO VERIFY THE SHOWN ON THESE PLANS SHALL BE MOVED.ALTERED.OR REPAIRED BY BENCHMARK AND COMPARE THE SITE CONDITIONS WITH THE PLANS AND THE CONTRACTOR WHEN ENCOUNTERED.AS DIRECTED BY THE ENGINEER. SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OBSERVED.SHOULD AND IS A DEFINITE PART OF THIS PROJECT. ANY BENCHMARK.GRADE.OR DESIGN INDICATED ON THE PLANS BE SUSPECT, THE ENGINEER SHALL BE NOTIFIED OF SAID BENCHMARK,GRADE. 16. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FURNISH.HAUL. OR DESIGN PROBLEM AT LEAST TWENTY-FOUR HOURS BEFORE AND APPLY ALL WATER REQUIRED FOR COMPACTION AND FOR THE CONSTRUCTION IS SCHEDULED TO BEGIN ON THE AFFECTED AREA. CONTROL OF DUST FROM CONSTRUCTION ACTIVITY. THE COST THEREOF IS TO BE INCLUDED IN THE APPROPRIATE BID ITEM(S)PRICE(S1. 29. THE CONTRACTOR SHALL REMOVE ALL CONFLICTING STRUCTURES AND OBSTRUCTIONS WITHIN THE PROJECT RIGHT-OF-WAY UNLESS OTHERWISE 17. THE CONTRACTOR SHALL GIVE FORTY-EIGHT(48)HOURS NOTICE WHEN HE NOTED ON THE PLANS. SHALL REQUIRE THE SERVICES OF THE ENGINEER OR ANY OTHER PERSON PROPERLY AUTHORIZED FOR SUCH PURPOSE FOR LAYING OUT ANY 30. THE DESIGN SPEED IS 50 MPH. PORTION OF THE WORK.HE SHALL ALSO DIG ALL STAKE HOLES THE DESIGN VEHICLE IS WB-40. NECESSARY TO GIVE LINE AND LEVELS AND SHALL PROVIDE ASSISTANCE CALLED FOR BY THE ENGINEER OR HIS ASSISTANTS UPON ANY PART OF 31. THE PROFESSIONAL ENGINEER OF RECORD SHALL CERTIFY.IN WRITING. THE WORK WHENEVER SO REOUESTED.AND SHALL PRESERVE ALL STAKES THAT ALL IMPROVEMENTS,WHETHER PRIVATE OR PUBLIC. HAVE BEEN SET FOR THE LINES,LEVELS OR MEASUREMENTS OF THE WORK IN THEIR CONSTRUCTED. PLACED.INSTALLED.ETC.IN SUBSTANTIAL CONFORMANCE PROPER PLACES UNTIL AUTHORIZED TO REMOVE THEM BY THE WITH THE ACCEPTED PLANS FOR THIS DEVELOPMENT.CERTIFICATIONS. ENGINEERS.ANY EXPENSE INCURRED IN REPLACING ANY STAKES WHICH IN WRITING.ARE TO BE RECEIVED BY THE TOWN OF ORO VALLEY PRIOR TO THE CONTRACTOR OR HIS SUBORDINATES MAY HAVE FAILED TO PRESERVE THE REQUEST FOR ANY BUILDING PERMITS AND/OR FINAL INSPECTION AND SHALL BE CHARGED TO THE CONTRACTOR. THE RELEASE OF ASSURANCES. a rn rs4 N NAME DE9GN DATE TOWN OF ORO VALLEY ORM ROADWAY DESIGN SERVICES CHECKED PRELIMINARY NOT FOR R S ENGINEERING FIRST AVENUE CONSTRUCTION o COO WASH TO TANGERINE ROAD OR RECORDING 0o CONSULTING ENGINEERS • oN R0 09 00 GENERAL NOTES m No SHEET 2 OF 60 CONSTRUCTION C/L R/W T5'TYP. 75'TYp, R/W TACK COAT 2 %?'RUBBERIZED A.C. 44' 94' 2 %2'A.C.(MIX Nan .1 10'AB. 20' 20' 1 LEAR ZONE-1 1 CLEAR ZONE VARIE 10' VARIES 8' 12' 14' 20' 14' 12' 8' 47r 5' 6' �% '` �` ��—. .-. _. •_ . . -. . — �: COMPACTED SUBGRADE TRAVEL TRAVEL TRAVEL TRAVEL MULTI- USE MUSEI LANE LANE MEDIAN LANE LANE USE USE USE 10' 10' PATH LANE -I' LANE LPCL RPCL PAVEMENT STRUCTURAL SECTION NO.I sty 3a N.T.S.a2% 2Y. , 2% 2% 2% 3a 1 .Y NEW 2'ASPHALT LK VERTICAL CUR�TYPE I NEW CONCRETE SIDEWA MULTI-USE PATHPC/COT STD 200 NEW VERTICAL CURB & GUTTERHC6'C OSEE OTL DET SEE PAVEMENT STRUCTURAL PC/COT STD 209 -TYPE KG1(TYP) SEE SECTION N PAVEMENTN0.1STRUCTURAL SHEET SECTION Nal A PROPOSED FIRST AVE.TYPICAL SECTION 150.40 TO /53.07.06 CONSTRUCTION C/L RAN 75'TYP. 75'TYP. R/W 44' 44' .,. 1 20' 20' tttLEAR ZONE'1 -' CLEAR ZONE �1 ARIES 10' VARIES 8' I 12' 14' 20' 14' 12' 8' 47r 5' 6' • • - TRAVEL .-. TRAVEL - 'MULTI-- • ►. MULTI MULTI- MEDIAN TRAVEL TRAVEL USE USE LANE LANE /17 KY LANE LANE USE PATH LANE -�� LANE LPCL RPCL 2% 4/ - 7 4. ....2z. .14 5'� NEW ASPHALT NEW CONCRETE SIDEWALK MULTI-USE PATH PC/COT STD 200 ITYPI NEW VERTICAL CURB & GUTTER HHC6'.MODSEE DETAIL SEE PAVEMENT STRUCTURAL PC/COT STD 209 -TYPE I(G)(TYPI SEE PAVEMENT STRUCTURALSECTION NO.1 SECTION NOJ SHEET GIPROPOSED FIRST AVE. TYPICAL SECTION 172.34.46 TO 224.40 CONSTRUCTION C/L R/W RAV 75'TYP. 75'TYP. 44' 44' 20' 20 B 1 BLEAR ZONE CLEAR ZONE VARIES 10' /ARIES 8' 12' 14' 20' 14' _ _ 12' 8' _ _47r 5' 6' MULTI MULTI- TRAVEL TRAVEL MEDIAN TRAVEL TRAVEL MULTI- USE USE LANE LANE 10' IV LANE LANE USE PATH LANE .I LANE IPCL RPCL a a, 2/ 3� AXIS OF ROT 3TT ON AXISO F ROTATION �a - 3 NI NEW 2'ASPHALT NEW CONCRETE SIDEWALK MULTI-USE PATH VFRTICAI CURR.TYPE 1 PC/COT STD 200 PC/COT STD.DTL.209 SEE PAVEMENT STRUCTURAL H-6'.MODSEE DETAIL NEW VERTICAL CURB & GUTTER 0. v. SECTION NOJ SHEET PC/COT STD 209 -TYPE IIGHTYPI a SEE PAVEMENT STRUCTURAL DESKS TOWN DATE TOWN OF ORO VALLEY c Q TYPICAL SUPERELEV AT ION SECTION SECTION NO.1 DRAWN ROAD WAY DESIGN SERVICES LJ PRELIMINARY DECKED R S ENGINEERING CONSTRUCTION '� 153.07A6 TO 172.34.96 FIRST AVENUE NOT FOR §o CONSULTING ENGINEERS COO WASH TO TANGERINE ROAD OR RECORDING rn\ N e our wea r.�.wn• .su mym........w-sr ON0 09 00 TYPICAL SECTIONS 40 SHEET 3 OF 60 CONSTRUCTION CONSTRUCTION C/L R/W C/L RAY RAY 75'TYP. 75'TYP. RAY 70' . _ 50' 44' b _ _ .1 _ 27'-14' __ 27'-14' 20' 10' _ 10' 20' 8' 8' 12' 14' 12' 8' 8' CLEAR ZONE ri CLEAR ZON1 ^SHLDR MULTI- TRAVEL LEFT TURN TRAVEL MULTI- SHLDR VARIES 10',VARIE, 8' .,_ 12' ....L.. 14' _}. 6' __ 14' 12' .L. 12' 8' 4J/' 5'_ { 6' USE LANE LANE LANE USE MULTI- MULTI- TRAVEL TRAVEL {I/EDIAN LEFT TURN TRAVEL TRAVEL MULTI- LANE LANE USE USE LANE LANE LANE LANE LANE USE PATH LANE LANE LPCL yi 2%2. 4% 2% a 4% 2% 43 C _, rY _ >� ��_:a✓..._ _.:a. _..::a: �.r+,:.s; _ .._H y 4; `fir NEW 2'ASPHALT RPCL MULTIUSE PATH NEW CONCRETE SIDEWALK SEE PAVEMENT STRUCTURAL PC/COT STD 200 SECTION NO.I NEW VERTICAL CURB & GUTTER SEE PAVEMENT STRUCTURAL SEE PAVEMENT STRUCTURAL PC/COT STD 209 -TYPE I(G1(7YP) SECTION NOJ SECTION NO 1 PROPOSED NARANJA DRIVE TYPICAL SECTION DPROPOSED LEFT-TURN LANE TYPICAL SECTION STA 9.27.87 TO STA /7•00m STA 151.6I20 TO STA 155.07J3 RT STA 156.27.65 TO STA /60.0825 LT STA 164.10.63 TO STA/67.56.61 RT STA 171.2374 TO STA 174.69.72 RT STA 178.89.55 TO STA 175.44B1 LT STA 183.0465 TO STA /86.50.02 RT STA 187.20.07 TO STA 190.6535 LT STA /91.37.07 TO STA 194.8198 RT STA 198.49.79 TO STA 201.22.61 RT STA 201.92.66 TO STA 205.1858 RT STA 203.9258 TO STA 206.97.6/RT STA 207.57.66 TO STA 211•03.65 LT STA 215.25.48 TO STA 218.71.45 RT STA 219.41.50 TO STA 222.87.48 LT STA 223.10.00 TO STA 227.5195 RT CONSTRUCTION RAY C/L RAY 70' 50' 24'-1239' 24'-1259' 8' 5' 12' 14' 12' II 5' 8' SHLDR MULTI TRAVEL LEFT TURN TRAVEL WULTI SHLDR CONSTRUCTION -USE LANE LANE LANE -USE C/L LANE LANE RAY RAY 70' 50' 25'-85r 25'-16.9' 7: EA-- i--:1' 2 2X < 8' 6' 12' 14' 12' { 6' _ 8' SHLDR MULTI TRAVEL LEFT TURN TRAVEL WULTI SHLDR -USE LANE LANE LANE -USE LANE LANE SEE PAVEMENT STRUCTURAL SECTION NO.I m a R. >sv 2- 2% is 'ROPOSED PALISADES ROAD TYPICAL SECTION STA 10.00 TO STA 17.27.41 v SEE PAVEMENT STRUCTURAL M. SECTION NO.I 0 a DESIGNNAPE DATE TOWN OF ORO VALLEY PROPOSED LAMBERT LANE TYPICAL SECTION DRAWN ROADWAY DESIGN SERVICES PRELIMINARY NOT FOR STA 309.75.48 TO STA 3/4.9L64 CHECKED N R S ENGINEERING FIRST AVENUE OR RECORDING CONSTRUCTION CONSULTING ENGINEERS CDO WASH TO TANGERINE ROAD O o /N rsi RSE JOB NO. 00 09.00 TYPICAL SECTIONS SHEET q. of 60 N DRIVEWAY SCHEDULE STATION DETAIL A B C STRUCTURAL SECTION CURB ACCESS RAMP LOCATIONS CURB ACCESS RAMP LOCATIONS 160.35.83 LT A 267' la 37.4' 2� AC over 4'AB STATION OFFSET TYPE STATION OFFSET TYPE 170.9394 LT A /19' icy18.9' 2 .A AC over 4'AB 185.4454 LT A /77' 10' /53' 2 'AC aver 4'AB /55.23.05 5871'LT l /55.23.05 40.00'RT 2 186.9424'RT A 177' 10' 207' 2 'AC over 4'AB 155.99 48 57.93'LT 1 155.99.48 40.00'RT 2 188 IIB/LT A l95' Ja 18T 'AC over 4'AB 1677199 - 5/27'LT 1 168.1771 40.00'RT 2 191.37.48 LT A /37' la /55' 'AC aver 4'AB 195.0627 LT A 24.0' la /6.4' AC over 4'AB 168J771 5673'LT 1 175.00.45 40.00'RT 2 198.50.09 RT A 31.0' la 19.3' 'AC over 4'AB 175.00.96 5875'LT J l75.8436 40.00'RT 2 198.93.35 LT A 25.(1' la /5.3' AC over 4'A8 - - 210.5333 LT A 16.0' la 10.3' 'AC over 4'AB 175.8424 5856'LT l 207.05.87 40.00'RT 2 212.28.01 LT A 165' la /03' 2 'AC over 4'AB 201.22.05 55.80'LT 1 207.5720 4000'RT 2 214.5704 LT A /39' 10' 133' 2 'AC over 4'AB • 217.4205 LT A 16f la 2( 2/'AC aver 4'AB 20/•91.48 55b3'LT / 222.3752 A 23.0' la 10.4' 2'1'AC over 4'AB 201.22D2 56J5'RT 1 201.93.43 5536'RT l 207.0587 5573'LT J 207.5730 55.70'LT 1 MATCH EXISTING GRADE 6 6' ---\ r--.A i iO A fA tark P� R .r:A,r.3vieA ?ws.-a m k u' x %`ew,s7 N 7. 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DELTA R L T CL2 38'Ir'06' 2291.83'1527.40' 79328' I l 12'40'49' 287.00' 6352' 31.89' 2 12'40'49' 287.0Y 6352' 3/59' I 3 9'23'44' 75.00' 12.30' 6J6' CURB AND GUTTER CURVE DATA I 4 171'00'58' 2D0' 5.97' 25.46' NO. DELTA R L T ' 5 9'38'33' 75.00' 1252' 6.33' C/2 28'04'39'233583`1144.66' 584D7' 6 16r04'00' 200' 5.62' 11.99' C/3 38'II'06' 224783'1498.08' 778.05' ,Q 7 9'22'23' 75.00' 1227' 6J5' C/4 85'12'23' 50.00' 74.36' 45.98' 1 J 8 /0'08'35' 75.00' 1328' 6.66' C/5 85/2'23' 50.00' 74.36' 45.98' 11-- 9 19'13'37' 228/53' 76572" 386.49' 10 4'41'33' 2287.83' 18738' 93.74' I CC 155.9I93.9581'LT. II 3'09'49' I629J2' 89.95' 44.99' 155.43.49,90J2'LT. 1. PC 12 /207'28' 420.39' 8896' 44.65' PT 1 CO 156.3992,44D0'Lr. z PCC 154.95J0.44.00'LT. it v.d PC I /55.05.44.893'LT �� PC '� ��` 150.46J3 44�,� 156.293J,5D3'RT 158.3026.4D0" © PCC PC159.2002,229 LT J 154.9288,10.00'LT 0 /56.4256,4D0'RT �, g $ r5o•46JLroDo'cr FIRST AVENUE PC _ _-- - ___-- -- _-- ____-- _- _ Pcc- m ® $ ••• B8.4DOLT 5•' rn PT +.. - a 150,00 --- _ __Oe • - a0N- ------- - l52S 38'30'.87J2,4D0LT 4.1 �E ElPC •4156.10D0 �.� y� 1+4 -•N la------_---- PT /55.05J3.493'LT a 151.61J2.JODO'RT 1 152.24J2,3D0'RT Ali IIIINCAIIIMiiii Z y PCC l50.96J1,IODO'RT Q 1 PT 155.0706.44DO'RT /55.O7D6,C/L - L'1 150.46.09,44.00'RT J PC PC 156.2930,897'RT l PT - PCC 155.63J2 FIRST AVE. •3/4.91.64 LAMBERT LANE 0. a 0 N O M N C Cr V N NAME DATE cA DES01 TOWN OF ORO VALLEY 0 AYIN ROADWAY DESIGN SERVICES PRELIMINARY CHECKED NOT FOR R S ENGINEERING FIRST AVENUE CONSTRUCTION 0o OR RECORDING oN CONSULTING�ENGINEERS COO WASH TO TANGERINE ROAD vim..�.r a.m o N RSE 0109.JOB NO. 00 I GEOMETRY PLANS - 149.00 TO 160.00 SHEET 20 OF 60 / I I 167.85J3,12629'LT / 1 % PT I 167.6828.4734'LT I PCC 1 163.26.67,180B8'LT / , 167.6328,66D0'LT 1 PC 163.5392.124/7'LT 165.48.49,126.34'LT PT 168.07D7,86b5'LT 163.28.46,10450'LT / PT /65.35_37.12050'LT PC II PC PT ; PT 1 /65.6968.95.49'LT �1 162.6796.12120'LT / PT ,� 165•10.05.10197'LT 11 162.48J0.128.58PC 'LT PC '�167.475J,89,89'LT 11 PC —\ / �, 168.4555,44.0O'LT / 167.56J0,44DU'LT I! /PT , € l! —'— ----------------- j1 ; 170.34.46,44.00'LT. -------------------- II PT ::;: 1 ,... —� � ~�-,I gy,, ' FIRST AVENUE PCC13 �' 168•J832,5.0YRT — ----.._.__ 111 !65.00 1, PCC 168.3092,4 Q(1 RT ® ---- r -- - 1 p Pc -- _ ,iiipow - 167.42.45.IOD�LT �� - PC ' —_— ® I65.36b4,4D0'tT 167.42.82,4.00'LT © np.� p —164•lOb3,10D0'RT J64.73 77,3 0(1'RT PCC PC 0 160.0825,IQDO'LT __- _ _ N fialli *1 PC P 170.34.46.C/L ; k. C V PC • .T�i/� •TQ W -- p0 Z 167.5498,5D3'LT jilillill W 168.3054,IOD0 RT J W 4 i - MEDIAN CURVE DATA PCC u PC r W tat " NO. DELTA R L T 16g•8 1,897'RT n0.34.46.4 00 RT � 2 � z 9 /9'l3'37' 228/B3 765.72' 386.49 68. PC 4 _ a 13 18'2l'18' 230/63' 737.40' 37/B9' 170.34.46.10.00RT 14 11'07'03' 32694' 63.44' 3I62' PT 15 14/6'03' 25475' 63.44' 3/B8' 170.34.46.44.00RT 16 5'0917' 229583' 20655' 10339' PT CURB AND GUTTER CURVE DATA 170.97.46,3.001T 17 9'2(752' 75.00' 1224' 6J3' NO. DELTA R L T PC 18 161'00'48' 2D0' 5.62' 1196' C12 28'04'39'2335BY 1144.66' 584.07' 19 9'38'54' 75D0' 12b3' 633' 20 /6l'00 48' 2.00' 5.62' 11.96' C13 38'll'06' 2247.83'1498.08' 778.05' 21 9'20'49' 75D0' 1224' 6J3' CONSTRUCTION C/L CURB DATA 22 9'38'57' 75D0' 12.63' 633' NO. DELTA R L T 23 5'05'53' 2281.83' 203.03' 10158' CL2 38'Il'06' 229/63'1527.40' 79328' 24 5'05'/9 228753f 203J9' 101.66' 25 12'40'413' 287.00' 6352' 3169' 2 O. i o M N C 0., V o g. NAME DATE al DE - TOWN OF ORO VALLEY o DRAWN - ROADWAY DESIGN SERVICES.5: CHECKED PRELIMINARY NOT FOR R S ENGINEERING FIRST AVENUE CO00 NSTRUCTION icr OR RECORDING 00 CONSULTING ENGINEEERS COO WASH TO TANGERINE ROAD /N 0, oN esE JOB N3. .0� GEOMETRY PLANS - 160.00 TO 171.00 �c�0 �1�g SHEET 2.1 OF 60 0 X MEDIAN CURVE DATA NO. DELTA R _ L T 26 1240'48' 287.00' 63.52' 31.89' 28 2'40'5P 287.00' 63.52' 3189' I 29 9'29'40' 75.00' /2.43' 623' I 30 /6r00'39' 2.00' 5.62' 11.96' I 3/ 9'29'40' •75.00' 12.43' 623' I CURB AND GUTTER CURVE DATA 32 16r00'47' 2D0' 5.62' 11.96' NO. DELTA R L T 33 9'2/'2r 75.00' 1225' 6J4' C/6 85'12'23' 50.00' 74.36' 45.98' 34 9'37'53' 75.00' 12.61' 6.32' C/7 89'37'36' 50D0' 7821' 49.68' 35 12.40'49' 287.00' 6352' 3/99' I 36 12'40'49' 287.00' 6352' 31.89' c-1, 17/•60.96,IODO'LT ' I8 PT /75.43.08 FIRST AVE. -17.00.00 NARANJA DRIVE CC 175.15.49,94.3r LT. PT Q /75.6951,9375'LT cv" 174.65.49.44D0'LT PC 174.5570,1000'LT 174.68D7,897'LT W176.19 61,4400'LT PC PCC ZPT ® 97• 'RT 177.6355,4D0'RT 178.2655.Jaw- 178.8955.10.00'LTco NI.... PC PCC PT N- N 0 ® 175.58.65,4D0'RT W W -_ _ _ 175.00 �PC S 0'23' S95' N T T lON C/L ! I VI N N= S 0'1971809E xW W FIRST AVENUE © 32 N 2to 35 Q 4Xmin -i N-r 1 1 -I-r 1 33 175.46.46.9.00'RT l75.58.65,1000'RT 172.4974,4 00'LT PC 174.5570.4.00'LT 175.43D7,44D0'RT PCC PT - PC El PT 171.8674.3D0'RT 174.68D7.5D3'LT PCC - PCC 171.23.74.10.00'RT PC a. a N It M N C P v v cr. NAME o DESIGN colDATETOWN OF ORO VALLEY a DRAIN ROADWAY DESIGN SERVICES PRELIMINARY DECKED NOT FOR R S ENGINEERING FIRST AVENUE CONSTRUCTION 0o OR RECORDING Oo CONSULTING ENGINEERS COO WASH TO TANGERINE ROAD a/i� oN 00 0109.00 GEOMETRY PLANS - 171.00 TO 182.00 SHEET 22 OF 60 11111111—.-11110"1-- X MEDIAN CURVE DATA NO. DELTA R L T 37 12'40'49' 287.00' 63.52' 3189' 38 12'40'49' 287.00' 63.52' 3189' 39 9'26'03' 75.00' 1235' 6J9' 40 161'0041' 2.00' 5.62' 1196' 4/ 9'33'21' 75.00' 125r 627' 42 16/'0039' 2.00' 5.62' 1196' 43 9'29'40' 75.00' 12.43' 623' 44 9'29'40" 75.00' /2.43' 623' 45 12'40'49' 287.00' 6352' 3/B9' 46 12'40'49' _287.00' 63.52' 3189' 47 1240'49' 287.00' 63.52' 31.89' 186.48.38,896'LT 48 1240'49' 287D0' 6352' 3/39' 190.65.35.1ODO'LT PCC PT 186.3593,/O.00'LT PC I90.02.35.3.00'LT PCC 187.2/Jl,5A3'RT PC 187.34.09.4.0O'RT PC /89-39.35.4.00'RT PC ON r:1N NN -LEI I-. aW a W /85.00 i _ ®I I i CONSTRUCTION C/L �_ S •23�35.9 'E I"'' in —_J — W VI kJ I x 4, Z VI \-4=1 FIRST AVENUE i [ I { ti1 186.36 08.9.00'LT 187.2/7/,897'RT 0 El 183.0455,10.00'RT m PCC 43 PC --Ell 84.3055,4 00'LT PC 191•37 07,10.00 RT 183-6755,3.00'RT 186.48.38.5 01'LT /87.39�09,1 RT— PCC PT PCC PC PC 192.00.07.3JJO'RT PCC 192.63.07.4DO'LT PT Ii - a N in o M N c rn v in ii. DESI NAVE DATE TOWN OF ORO VALLEY o ROADWAY DESIGN SERVICES PRELIMINARY CHECKED R S ENGINEERING FIRST AVENUE CORO RECORDING NOT FOR •u CONSTRUCTION pp CONSULTING ENGINEERS COO WASH TO TANGERINE ROAD N o N RSE J08 N0. N 0109.00 GEOMETRY PLANS - 182.00 TO 193.00 sHEEr 23 OF so 00 MEDIAN CURVE DATA ' p-� NO. DELTA _ R L T Z 49 9'29'40' 75:00' 12.43' 623' 50 161'00'39' 2.00' 5.62' 1196' 51 9'29'40' 75.00' 12.43' 623' 52 /4720'10' 2D0' 4.93' 570' 53 38.39'51' 75.0,0' 50.61' 26.3r 54 8'56'52' 287.00' 4482' 22.46' 20/•3453.8429'LT. 55 34'04'19' 75.00' 44.60' 22.98' PT 201.2097.897'LT_ 56 136'58'48' 2.00' 478' 5A7' CURB AND GUTTER CURVE DATA 20l•08 60.10 00 LT PCC 57 !36'l7'02' 200' 476' 4.99' NO. DELTA R L T 58 3'42'44' 99 0(1' 6.41' 321' tEl Cl8 90'25'19' 40.00' 63J3' 49.68' 200-00.00.44.00'LT PC 59 5629'18' S 00 4.93' 2.69' Cl9 9Y 34'58' 40.00' 6394' 49.68' PT 60 9'03'36' 287.00 45.38' 22.74' C20 89'34'4r 40.00' 6254' 39711 W 6/ 9'29'40' 75 00' 12.43' 623' C2/ 88'42'01' 40.00' 61.92' 39J0' 200-00.00,10.00'LT 62 9'29'40' 75.00' 12.43' 623' PT 63 /61'00'39' 2.00' 5.62' 1196' CC201.57J9 FIRST AVE. 64 i6/'00'39' 2.00' Sb2' 11.96' •10.00.00 PALISADES ROAD 65 9'29'40' 75.00' 12.43' 623' l98.23.45,2B7'RT CD 66 9'29'40' 75.00' 12.43' 623' 19 201.7954.837Y LT. PC 194.80.34.897'LT W PC FCC 197.81.44,10DO'LT CD 201.94.30.5.03'RT PC l98.5124,10 00 LT 200.9453.44A0'LT. Q PCC 202./954,44.00 LT. a 195.34AI,lO 00'LT PT PC I` PT 194.6797,10DaLT PT 202-06.67,4.00'RT PC © 0 PC / ‘.41- FE .E. to, \414..... k3,1, © FIRST AVENUE WY__ PoC 39258,400'RT /95.00 "T:. tn z W S 0'23'3595'E 14rI CONSTRUCTION C/L 201.2097,�03'LT v ?Lu v © ®144 0 P� 203.9258,I0DO'RT/ v N I-. // /El 1 _ : PC ir7w._,,,41111‘_ I QCD I p 194.6797,4.00'LT / 09 ' 202•06.67,IO.00'RT PC 195.79.61.10 00 RT /97.78.00.10DO'RT --E] /99.99. 9,4.00'LT PC 194.80.34,5.03'LT PT PC PT PCC /98.22.64,65rRT 200.942 .44D0'RT. 202.1924,44.00'RT. 195.3276,6.44'LT PCC PCC 198.4985.655'LT 201•08 60.4AO'LT Q 201.94.30.897'RT PCC PC (� PCC 198.54.34,197'LT I FCC ® j LC 20/•7925.83A9'RT. 198.5881,0.42'LT I PCC PC I l99.04 OO,4 00'LT 201•,4J8,85J0'RT. PCC PT 1/ /1 0. / 1 n O n N ( c rn c, 6 O wWE DATE o DESIGN TOWN OF ORO VALLEY DRAWN ROADWAY DESIGN SERVICES > CHECKED PRELIMINARY NOT FOR R S ENGINEERING FIRST AVENUE CONSTRUCTION O/N CONSULTING ENGINEERS OR RECORDING O N a.o.m w n.+., COO WASH TO TANGERINE ROAD R 0109.00 GEOMETRY PLANS - 193.00 TO 204.00 SHEET 24 OF 60 MEDIAN CURVE DATA — — NO. DELTA- -±71.01"-- Z R L T 67 12'40'49' 287.00' 6352' 3189' 68 12'40'49' 287.00' 6352' 31.89' 69 1240'49' 287.00' 6352' 3189' 70 12'40'49' 287.00' 63.52' 31.89' ,.) CURB AND GUTTER CURVE DATA 7/ 9'29'40' 75.00' 12.43' 623' °�. NO. DELTA R L T 72 9'29'40' 75.00' 12.93 623' cc I_ 73 /6700'39' 2.00' 5.62' 1196' C22 93'27'53'_ 40.00' 6525' 4250' z N 74 161•00'39' 2.00' 5.62' 1196' o m C23 95 22 33' 40.00' 66.58' 4394' 75 9'29'40' 75.00' 12.43' 623' 207.1837,86.42'LT. Q 76 9'29 40' 75 00' 1293' 623' PT 77 12'40'99' 287.00' 63.52' 31.89' Q78 12'40'49' 287.00' 63.52' 31.89' 206.9597.8971T _ PCC Q 211.03.65,10.001T �'— PT Q 210.40.65,3.00'LT 205.1858.10.00'LT C) PCC PT 72 cc 207.4557.8335'LT. 206.83.60,10.001T PC 207.59.30,5.03'RT 204.5538,3.00'LT PC PCC PCC 206.78.44,94.00'LT. 207.8537.44.00'LT. 209.77.65.4.00'RT m PC PT PC 1 111 ‘4** 0 207.71.67.4.00'RT PC __-... .... . ) 10/ .,,Ijawar Ammomm1111111111 8�' al N N El— N al ® QW Q W 205.00 W N smommwwwmIlwwwlmmilmor N _ _ 1 CONSTRUCTION C/L _ S 0'27'145.82'E I I I 2/5 N Mir W W LI p 69 FIRST AVENUE I 1 1 _ 1 ,S 206.83.60,4.00'LT PC 209.5558,3.00'RT 205.1858,4.00'LT PCC PT m 207.5\207.7135,/OWRT 206.9597.5.03'LT PCC PC PCC m a v M1 N c 0.• C p. 0 AME • cr DESIGN " DATE TOWN OF ORO VALLEY a DRAWN ROADWAY DESIGN SERVICES PRELIMINARY NOT FOR R S ENGINEERING FIRST AVENUE CONSTRUCTION OR RECORDING c� CONSULTING�ENGINEERS COO WASH TO TANGERINE ROAD ,, 0 09 00 GEOMETRY PLANS - 204.00 TO 215.00 SHEET 25 OF so 0o MEDIAN CURVE DATA NO. DELTA R L T 79 12'40'49' 287D0' 6352' 3189' 80 /240'49' 287.00' 6352' 31.89' 8/ 9'29'40' 75.00' 12.43' 623' 82 9'29'40' 75.00' 12.43' 623' 83 161'00'39' 2.00' 5.62 11.96' 84 16f00'39' 2.00' 5.62' 11.96' 85 9'29'40' 75.00' 12.43' 623' 86 9'29'40' 75.00' 12.43' 623' 87 /240'49' 287D0' 6352' 3189' 2/8.69B1,897'LT 88 1240'49' 287.00 6352' 31.89' PCC222.87.48,10.00LT 89 /240'49' 287D0' 6352' 3/89' PT 90 1240'49' 287.00' 6352' 3189' 218.5770,10.00LT _2/9.43J5,5A3'RT. PC PCC 222.24.48,3 00'LT 219.55.52.4.00'RT PCC PC 0 0 221.61.48,4D0'RT PC 8 225.00 CV �em��s� ^_ 2�•� CONSTRUCTION C/L W S 0'27'4582'E LU FIRST AVENUE p Lu tki 84 to t, 131 ED 219.43J5.897'RT 219.55.40,10.00'RT 218.57.44,4.00'LT PCC PC 223•/400PC ,l0 00'RT 224.40.00,4.00'LT 216.51.48.4.00'LT PC PT PT 223.77.00.3.00'RT 215.88.48,3A0'RT m PCC PCC 218.69.81.5.03'LT 215.25.48.I0.00'RT PCC PC 2 M tV rn v co rn DESIGN oAiE TOWN OF ORO VALLEY 0 DRAWN ROADWAY DESIGN SERVICES 0 o CHECKED _ PRELIMINARY NOT FOR R S ENGINEERING FIRST AVENUE CONSTRUCTION ON OR RECORDING ON CONSULTING ENGINEERS COO WASH TO TANGERINE ROAD RSE J08 NO. 00 nin4 nn GEOMETRY PLANS - 715•nn Tn 994..nn ` V I(/ CONSTRUCTION C/L CURB DATA NO. DELTA R L T CL3 r 42'Ir 1100.00' 3270' 16.35' 311.0378.25.00'LT END TAPER 308.6/29,851'LT 309.9/B2,C/L ' �1 PT BEGIN TAPER 309.59J3.C/L I W ■ PC Q I I _____-1 ---\ -\_i 4CONSTRUCTION C/L N 5l'28'53.47'E N 49'46'42.44'E` LAMBERT LANE � _� 306.02.42.C/L �•� PTI / �� C 308.56.03.169I'RT BEGIN TAPER 8 in is, 155.63J2 FIRST AVE. 311.0378.25.00'RT •3/4.91.64 LAMBERT LANE END TAPER 1 a. a. n M N C O a 0 NW o DESIGN OAK OF ORO VALLEY DRAWN ROADWAY DESIGN SERVICES PRELIMINARY CHECKED NOT FOR R S ENGINEERING FIRST AVENUE CONSTRUCTION 0o OR RECORDING rn� e,CONSULTING ENGINEERS COO WASH TO TANGERINE ROAD h esr® O N ..,- ..��w rn`� 0109.00 GEOMETRY PLANS - LAMBERT LANE SHEET 2/OF 60 N -i- -1 16.06.38.27DO'LT CONSTRUCTION C/L CURB DATA BEGIN RETURN NO. DELTA R L T CL4 6'54'38" 1020.00' 123.02' 6159' CL5 6'54'37' 1020.00 123D2' 6/58' W 15.80D0.C/L r PTl0.8954,14D0'LT13.6698.27.00'LT BEGIN TAPEREND TAPER _ U CONS R 45I°Nr E 7L NARANJA DRIVE — N 89'19'2259'E 14.I PC5698.C/L 10.84.60.14.00'RT II.6628,C/L BEGIN TAPER PC L /3.6698,27D0'RT END TAPER /6.0552,27D0'RT END RETURN 12.8930.C/L PT 175.43.08 FIRST AVE. •l7.00DO NARANJA DRIVE 2 a a N -\ CT CV O a 0 NAME ol o DE oA1E TOWN OF ORO VALLEY g. DRAWN ROADWAY DESIGN SERVICESGHiCKED PRELIMINARY NOT FOR R S ENGINEERING FIRST AVENUE CONSTRUCTION /N OR RECORDING CONSULTING ENGINEERS COO WASH TO TANGERINE ROAD 00 01\ ON 0o N RSE JOB NO. �� 0109.00 GEOMETRY PLANS - NARANJA DRIVE SHEET 23 OF 60 '' N --i--- _ 6.55.35,I1.39'LT BEGIN TAPER 1 Lv I0.62.69,C/L PC 082.41.24.00'LT 9.16.38.23.001T # Q BEGIN RETURN BEGIN RETURN ti �I CONSTRUCTION C/L CURB DATA r' `:�� NO. DELTA R L T CL6 24'20'34' 636.62' 270.48' 137.31' N 89•ll'3622'E TANGELO DRIV ... CL7 23'26'02' 636.62' 26038' 132.03' t CONSTRUCTION C/L 13.33J7,C/L PALISADES ROAD PT p.' `,'� l4.67A4,C/L 9•l55Z 23.00 RT PC END RETURNillir •� (ir S I7.00:00,/759 LT 7.6961,23.00RT CO2� BEGIN TAPER 17.27.41,l239 LT -\_ END TAPER 10.8596.24.00'RT N,Sj�UCT��6� END TAPER 7.04.87.49.83 RT 7.3798,l9.70'RT I END RETURN '/ BEGIN RETURN END RETURN 6.80.51,47,05'RT �s�b END RETURN �� 7 27.41,C/L PT 6.49J5,10.43'RT BEGIN TAPER -1- I BEGIN RETURN S 89'S3'5166'E 201.57J9 FIRST AVE. 10.00.00 PALISADES ROAD II 17.00.00.17.69'RT BEGIN TAPER 7 17.27.41,1254'RT END TAPER IN 0 4-1 N c O� M O n. O DE NAMEDATE TOWN OF ORO VALLEY o DRAWN ROADWAY DESIGN SERVICES PRELIMINARY CHECKED NOT FOR R S ENGINEERING FIRST AVENUE CONSTRUCTION 0 o OR RECORDING CONSULTING ENGINEERS COO WASH TO TANGERINE ROAD JOB NO. ON _ ON 0o es�010g 0� GEOMETRY PLANS - TANGELO DR/PALISADES RD SHEET 290E 60 �..`�` _."y�C. Y'�. ,.�`��'•"`•.•�.. �_.__�r..-. ./l ,7' ; s /-`� ,r."i"'7��•.. % '+? 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Q E 4 < i L I I o rl NmE DATE TOWN OF ORO VALLEY ROADWAY DESIGN SERVICES c L £ � PRELIMINARY atact3 � FIRST A NOT FOR f £ R S ENGINEERING VENUE OR RECORDING 88 f I C00 WASH TO TANGERINE CONSTRUCTION 1 1 I 1 , d CONSULTING ENGINEERS PLAN AND PROFILE O N ; , 1 1 faf N 1 s i t £ i { 70 o9.0� .o j STORM DRAIN - 160.00 TO 171.00 SHEET 31 OF 60 e4\0109\00\dr oinoge\0109sd04,dgn 02/22/2002 12:47:55 PM 2 Lr, cm LA MATCHLINE STA 171.00 SEE SHEET 31 \ 1 1\VI \ i;' \ Via ; \ti i „ --• 1K te I, lir-.---(1,.,...,_ („-------- ----et-4. 1 1/4 ) li i ii ,r.,1 I ,„ - ,,Digoi.,i,.11 ... ,,,A i ....... \ 1/4 / //4."4„,\ ,...:,?\(-1/4... .j/,1 j ,/ ;:L \ \ /'x',\,-S•'''i •\.•' ii 1 ,k SfJl1f HJ3,) tE 1ki11I, N fB 0 N LSNH I\4%c Ii \ \ - ) < _- 1 ` "I II i\i; t` i�'1ri'197D�44A1�i0`Ct, _ / / ....f_. \ 4 J'' J \ \ ''st '.' ''''"'''- * '''' /'----"--'•••-••• 1' . I r. (iii ,.. 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