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OV129423
02/28/95 14:59 UDC HOMES INC - 8817492 NO. 114 D01 JUN 03 '94 01:41PM UDC HC P.2/6 /> i ate• r:, :! ,; I'� i>jiw i March 3, 1994 RIGHT OF WAY Mr. John O'Connell UDC Homes, Inc. 4812 South Mill Avenue Tempe, AZ 85282 Dear Mr. O'Connell: Enclosed is a copy of the final report on the site evaluations we conducted on four parcels of land that UDC Homes, Inc. is planning to purchase in Rancho Vistoso, Oro Valley, Arizona. I have almost finished the final report on the other parcels that you were interested in purchasing. I will be out of town from March 4 through March 10, but will mail that report to you as soon as I return. If you have any questions or need any additional information, please call my office at (602) 888-6887 . They can reach me while I am away. Thank you for contacting us for thin projects Sincerely yours, 04.01234 Barbara J. Roth, Ph.D. � A. Principal Investigator 4 `o MAR 25 o TONNOFMew PUBUC WORKS Cj 14,1 DEPARTMENT yam,$+ Post-ir Fax Note 7671 Date 2 4� p es►A To '1 ' ,�J� From f� 3 Co./Dept. K. (r 1 Co. U gC Phone* I .14 ID Phone l 5 Cl Q c Fax 8 DI '74Q��``1 Fax�t 57 ` 5 7 7C0 W. Prince Road, Suite 100 •Tucson,Arizona 85705• (602] 888.6887 • FAX (602) 888.7012 Randye K Rahb, Broker ,02/28/95 15:00 UDC HOMES INC -► 8817492 NO. 114 P02 • • • JUN 03 '94 01:41 PM UDC HC•"-- P i6 .,ia�5.. ��j i,. �,', 4•!�f�l 44:1y iy'Y,f la RIGHT OF WAY ,. ROE.5 AN ARCHAEOLOGICAL EVALUATION OF FOUR PARCELS OF LAND IN RANCHO VISTOSO, ORO VALLEY, ARIZONA Report prepared for: UDC Homes, Inc. 4812 South Mill Avenue Tempe, AZ 85282 Report prepared by: Barbara J. Roth, Ph.D. Tierra Right of Way Services, Ltd. 700 West Prince Road, Suite 100 Tucson, AZ 85705 March 2, 1994 700 W. Prince Road, Suite 100 •Tucson,Arizona 85705 • (602) 888.6867• FAX (602) 888-7012 Randye K. Rabb, Broker 02/28/95 ` 15:00 UDC HONES INC - 8817492 NO. 114 P03 This report presents the result of an archaeological evaluation of four parcels of land conducted by archaeologists from Tierra Right of Way Services, Ltd. in Rancho Vistoso, Oro Valley, Arizona. The evaluation was performed for UDC Homes, Inc. prior to their purchase of the property to determine if significant archaeological resources were present on the parcels. reject L c Lion The parcels ars located in T11S, R13E in the SW 1/4 of Section 25 (Oro Valley, Ariz. 7.5 ' Quadrangle, 1981) . The project area includes Neighborhood 10, Parcels K, L and M and Neighborhood 7, Parcel C in the Rancho Vistoso Development. The parcels are located on alluvial terraces at the base of the Tortolita Mountains. They are west of a major wash, Big Wash, that extends from the Tortolita Mountains. Vegetation in the area consists of the paloverde-mixed cacti community of the Arizona Upland Division of the Sonoran Desertecrub. Riparian vegetation such as mesquite and acacia is present along several drainages that cut across the parcels. Prevouex Wor.Jin the Study AAA The entire Rancho Vistoso Development was previously surveyed by the Institute for American Research in 1986. They recorded 54 sites, and all but three dated to the Hohokam occupation of the area. 1� ld Methadd Archaeologists from Tierra Right of Way Services, Ltd. were contacted to conduct an evaluation of cultural resources within the four parcels to determine if any significant archaeological remains were present on these parcels. The original survey report prepared by the Institute for American Research was examined to determine if any archaeological sites were recorded on the parcels. The parcels were then visited to locate any recorded sites and assess their significance. The field checks were done by Barbara J. Roth, who served ae the Project Director, and Richard Shugart, a crew member. Results and Recommendations This section presents the results of the records check and site visits, and includes recommendations for any further archaeological work on the parcels. 02/28/95 15:00UDC HOMES INC 8817492 NO. 114 D04 �l•.,« ��� r,L),ILn P.5/G Nefgh orhood 7. Parcel C This parcel does not contain any prehistoric or historic archaeological remains . Archaeological clearance is therefore recommended for the parcel. N hborhood 1Q. Parcel K No prehistoric or historic sites were recorded on this property. Several isolated ceramics noted on the surface are apparently the result of trash eroding from a nearby prehistoric site, AZ BB:9:88. Archaeological clearance is recommended for this parcel. N�„ ghborhq�d 0. Parcel L No prehistoric or historic sites were recorded on this parcel . Archaeological clearance is recommended. Neighborho d 10, parcel M One archaeological site, AZ BB:9 : 174, was recorded on this parcel (Figure 1) . This site is a sherd and lithic scatter with a possible roasting pit. It is a small site, and most likely represents a resource processing site. Surface collections were made when the site was originally recorded, but ceramics and ground stone were noted on the surface when the site was visited. I recommend that additional surface collections be made at the site. The possible roasting pit should be excavated to determine its function. Appropriate samples (pollen, flotation, fauna) should be taken from the feature. The site should also be mapped. :Summary The archaeological evaluation of four parcels of land in Rancho Vistoso, Oro Valley, Arizona, resulted in the identification of one archaeological site, AZ 88:9: 174, on Parcel M in Neighborhood 10. Additional fieldwork is recommended for this site to document Hohokam use of the bajada zone. No archaeological remains were found in Neighborhood 10, Parcels K and L, and Neighborhood 7, Parcel C. Archaeological clearance is therefore recommended for these parcels. This fieldwork was performed under a State of Arizona Antiquities Permit *94-28. 02/28/95 ' 15:01 UDC HOMES INC -4 8817492 NO. 114 D05 . • ' _ 0...., u� ..► tit..•crl1 Utx. 1-tur1�5 • ` '1' ‘ i. t • • -\I P.6/6 ' ~,. ; t"�,.' `. •;'. ••,_I . • " , V . '1I . • 'I U r ......1, V• ��? 1 `fs !• 61 • I ,•f i .... I 'i. diA.. ....I .— . . ..• • •.•W 's• . r . .. ,:w li . • 1.�. M , �. ,ate 0.../ O''• • ��� , p ;t,- �y a • •d'y i3 ki • y +1t171 •�``� .• r • • y q :!SO Z!!/w -II • h • JlJ7 r. ` • Lending Strip ; • p • n • �.. II ' •�� , n r p •- r..r. •,� �, , A. LSl21 A 0 ." 1 0 AZ 13,9t174 "'•, .•#v '.. '' `. y''-pti „ / 1 .a • . N 4 • .40 • ' ..• I•, .n,•, �aea�a..,..as4; a a • . i ,� —• 4 ,} -��1�- — ' -. .��— MI .�.~it is tim a - '' W11.a f .., R I. t 1 7 171. p�• d . 4� .ry 1, • '• Di, 4. b I — M M r W• ' . ' IS1 N / ti . pI r , 1 y 1 J .. • ' .�0 •Y •• �•*o's� ,� / st . t\I 1;" If .r. If :1 1 i ff. :) ...d.j OM •• S • f 2ila NI fi 2i00 r � • t' 9J , ��; c ` .. -• y . ~' i • .4. Ha• .1 '. * • . , id' i ,...4 • ' ' P i. Nod r a nd d Grove tl R " Wilt 7! . • . . ...»... ..__ .1?t'..c: . MM . ORO •VALLEY, ARI. d .v • if • NWN MI. LRMMON ,!' OUAORA.Ne N• 8141 tin 13211O.O6-TP-024 —.v.-r•414.4.4- .•••••••masx=orl=ii mar ire....,a, —•. Figure 1. site location. i 1981 ORO VALLEY TOWN HALL 11000 N. LA CANADA DRIVE ORO VALLEY, ARIZONA 85737 (602) 797-9797 TRANSMITTAL Department: P&Z Date: August 19, 1994 To : Bill Walker The WLB Group 4444 E. Broadway Tucson, AZ 85711 ATTN: RE : OV12-94-21 Rancho Vistoso, Neighborhood 7 Recreation Area Plan, (Parcel G) OV12-94-22 Honeybee Park, Phase I, Recreation Plan OV12-94-23 Rancho Vistoso, Neighborhood 10, Recreation Area No. 1 (K, L & M) OV12-94-10A&B Rancho Vistoso, Neighborhood 5, Parcel T, Landscape/Rec. Plan Rancho Vistoso, Neighborhood 7, Parcel H, Landscape/Rec. Plan We are transmitting the following: Herewith In compliance with your request Under separate cover For your information and files Copies each For your review and comment Originals each For your action Please return to Town For your approval x See remarks below X For your correction and resubmittal 1 Bill: The Planning Staff has reviewed the above-referenced recreation area plans and we offer the following comments: Rancho Vistoso, Neighborhood 7 Recreation Area Plan, (Parcel G) 1. Is there any way to shift the ball diamond further away from Desert Rose subdivision? It would appear that home plate could be as little as 25 feet from the nearest residence. The landscaping along the north boundary of the park may help mitigate some of the impacts, but noise could be a problem. 2. You propose picnic tables, drinking fountains,trash receptacles, etc., but this plan does not include details of these amenities as did some of the other WLB rec. plans we have received. Please add. 3. Please supply a list of the play equipment you plan to install in the tot lot. 4. We would suggest that a shade structure be installed over at least a portion of the tot lot to make it usable year round. 5. I could not locate a map depicting plants you plan to salvage from the disturbed areas of the site. Please address. Also, we request that all Saguaro and Barrel cacti be salvaged and re-used on-site. Rancho Vistoso, Honeybee Park Recreation Plan 1. The case number assigned to this plan is OV12-94-22. Please add to your revised plan. 2. On sheet 7 of 7, change 1" d.g. to 2" d.g. in the notes. 3. It is unclear. Are there to be drinking fountains and restroom facilities in Phase I? We strongly recommend it. 4. It would appear that the parking provided (59 spaces) will be adequate to serve the whole park, when built-out. We might suggest that, to preserve the native vegetation for as long as possible, you consider phasing in the parking, as dictated by the facilities to be provided. 5. Would it be appropriate to add some picnic tables in this phase? 2 6. Would it be possible to make all trails conform to ADA requirements without making them too intrusive to the natural environment? 7. Please submit a plant salvage plan for the parking lot area. 8. The stone work should match the color tones of the natural dirt/rock outcroppings in the area. 9. Please provide elevations of the shade structures planned (ramadas). 10. What does this mean? These little squares seem to show up along the sides of the trails. 11. A general observation. While the built-out recreation area will provide impressive entry-way to the Honeybee Canyon trail and many activities and spaces to enjoy, Phase I seems to offer little more than a parking lot with trails leading off to future phases. At a minimum, we would suggest that the interpretive overlook and restroom facilities be included in Phase I. 12. Shouldn't all the recreation plans include some sort of notes which state that maintenance of the facilities is to be provided by a master association? This comment should apply to all rec. plans we have commented on herein. Rancho Vistoso, Neighborhood 10, Recreation Area No. 1 (K, L & M). 1. Please correct the notes on the plan to reflect the actual size of the recreation area, 2.86 acres. 2. The case number assigned to this plan is OV12-94-23. Please add this to the plan. 3. We are concerned that the tot lot and the basketball court are too close to platted lots. Can you reconfigure the plan to allow more space between these facilities and homesites? 4. We believe that a small restroom facility and water fountains would be necessary in this recreation area. If you add them, please give a detail of same. 5. Engineering may have concerns regarding the parking arrangement and potential safety hazards of backing out into the street. 3 Rancho Vistoso, Neighborhood 5, Parcel T, Landscape/Rec. Plan Rancho Vistoso, Neighborhood 7, Parcel H, Landscape/Rec. Plan I have relayed my comments to you on the landscape plans for the above- referenced projects. These plans can also suffice as rec. plans, provided you make the following revisions: 1. Parcel T's landscape/recreation plan shall be revised to make it consistent, in terms of amenities to be provided in the WAPA easement, with the plan submitted for the WAPA easement in Parcel G (the landscape plan). 2. A decomposed granite pathway, 2 inches in depth, shall be provided from the second cul-de-sac from the north to the WAPA easement trail on the landscape plan for Parcel H. Acte., fruutr- for the Planning and Zoning Director "„4 S‘ r' _, ORO VALLEY PLANNING & ZONING DEPARTMENT DEVELOPMENT REVIEW BOARD MEETING DATE: September 6, 1994 TO: Development Review Board FROM: Linda Frew, Planner I SUBJECT: OV 12-94-23, Rancho Vistoso, Neighborhood 10, Recreation Area No. 1 BACKGROUND: The Rancho Vistoso approved PAD Master Plan map sets aside recreation areas in most of Rancho Vistoso's residentially-zoned neighborhoods. The plan before you this evening is one of the first of three such areas to be located within Neighborhood 10 and it lies between Neighborhood 10, Parcels L and M. While this area was originally to be larger in size, the Council allowed the size of this recreational facility to be reduced in exchange for approximately 3 acres of open space to be left in an undisturbed state in Parcel K, to the east, closer to Rancho Vistoso Blvd. This plan, as proposed, features opportunities for active sports, including a tot lot for youngsters and basketball and volleyball courts for all ages. Staff agrees with the developer's choice of amenities for this project, but questions their exact location on the site. While Staff still contends that the tot lot and basketball court should be shifted as far away from adjacent lots as possible, we refer you to the letter of August 29th from WLB, which states why the project engineer feels this is not necessary. Staff still feels that every effort should be made to mitigate impacts to adjoining properties, through additional landscaping, etc. Additionally, we feel that installation of a small restroom facility would be appreciated by all who use the site, especially since it may be anticipated that the volleyball or basketball courts could generate spectators from time to time. Recommendation Staff recommends approval of the recreation area plan submitted for Rancho Vistoso, Neighborhood 10, Recreation Area No. 1, as submitted, but would suggest that the developer, again, consider installation of a restroom facility and measures which may be taken to lessen impacts of the basketball court and tot lot on adjacent properties. The Parks Advisory Board reviewed this recreation area plan at its meeting of September 1st. The Town Manager, Chuck Sweet, has prepared a memo for your perusal this evening, which outlines the Board members' comments/concerns. Suggested Motion The DRB may wish to consider one of the following motions: I move to approve OV 12-94-23, the recreation area plan for Rancho Vistoso, Neighborhood 10, Recreation Area No. 1, as submitted. OR I move to approve OV 12-94-23, the recreation area plan for Rancho Vistoso, Neighborhood 10, Recreation Area No. 1, with the following added conditions: OR I move to deny OV 12-94-23, the recreation area Rancho Vistoso,Neighborhood 10, Recreation Area No. 1, finding that 12-94-23\psrept.rec 2 C/ ORO VALLEY PLANNING & ZONING DEPARTMENT DEVELOPMENT REVIEW BOARD MEETING DATE: September 6, 1994 TO: Development Review Board FROM: Linda Frew, Planner I SUBJECT: OV 12-94-21 HONEY BEE PARK RECREATION CENTER OV 12-94-22 RANCHO VISTOSO, NEIGHBORHOOD 7, NEIGHBORHOOD RECREATION CENTER, PARCEL G (AND TRAIL PLAN' OV 12-94-23 RANCHO VISTOSO,NEIGHBORHOOD 10,NEIGHBORHOOD RECREATION CENTER NO. 1 (BETWEEN L AND M) OV12-94-10A RANCHO VISTOSO, NEIGHBORHOOD 5, PARCEL T, RECREATION CENTER (TRAIL PLAN) The above-referenced revised recreation area plans are included in this packet for your review. They will be discussed in study session on September 6th and during regular session that same evening, the DRB may take action on same, if desired. The original recreation plans for these four projects were submitted for Staff review some time ago and our comments were relayed to the project engineer on August 19th. Plans prepared in response to our comments were received in our office on September 2nd. Time did not allow for Staff review and report preparation prior to packet distribution, because these plans have been accelerated in the review process by one week. In lieu of said reports, we are sending you a copy of our transmittal to the project engineer, including Staffs initial comments on these plans, to give you some indication of our concerns. We do plan an in-depth review of the revised recreation area plans and will attempt to have staff reports ready for your review at, or before, meeting time. ovcases\recpin.drb litt VALLEY PUBLIC WORKS DEPART T ENGINEER'S REPORT MEETING DATE: September 6, 1994 TO: DEVELOPMENT REVIEW BOARD DATE: September 6, 1994 FROM: Joanne Homer .?..,dr-L. Civil Engineer SUBJECT: OV12-94-23 RANCHO VISTOSO NEIGHBORHOOD 10 PARCELS K,L&M RECREATION AREA LANDSCAPE/DEVELOPMENT PLAN Public Works Staff has reviewed the above subject development and would not object to the approval of this landscape/development plan provided the following conditions are met prior to scheduling for Town Council approval: 1. All sight visibility triangles shall be shown on the plan. 2. Existing and developed cross sections through the parabolic swale shall be provided. 3. A turn-around shall be provided within the recreation area such that park traffic shall not back into the street. For improved sight visibility, this parking area shall be located off the intersection knuckle of Klinger Canyon. 4. The note on sheet L-3 shall be revised to read"The Rancho Vistoso Master Home Owners Association shall accept responsibility for maintenance, control, safety, and liability of these facilities." 5. The design speed and design vehicle shall be noted on the development plan. 6. Pre- and post-development Q,00 values and velocities as well as all necessary erosion control measures related to the parabolic swale shall be shown on the plan. If no such measures are proposed, information shall be provided which demonstrates that the channel is non-erosive. 7. For each drainage course for which the 100-year frequency flood equals or exceeds 50 cubic feet per second at the point of entering and leaving the site, the limits of the pre- and post-development flood-prone area shall be labeled. f:\...\kl&mrec.pwd to ... ,ram+......� +...re .....w. ..rw.. ?�. .« •......�.. .. .. ... ... � �n • ORO VALLa.,z'PUBLIC WORKS DEPARTMENT ENGINEER'S REPORT MEETING DATE: September 6, 1994 { TO: DEVELOPMENT REVIEW BOARD DATE: September 29, 1994 FROM: Joanne Homer Civil Engineer SUBJECT: OV12-94-23 RANCHO VISTOSO NEIGHBORHOOD 10 PARCELS K,L&M RECREATION AREA LANDSCAPE/DEVELOPMENT PLAN Public Works Staff has reviewed the above subject development and would not object to the approval of this landscape/development plan provided the following conditions are met prior to scheduling for Town Council approval: 1. All sight visibility triangles shall be shown on the plan. 2. Existing and developed cross sections through the parabolic swale shall be provided. 3. A turn-around shall be provided within the recreation area such that park traffic shall not back into the street. For improved sight visibility, this parking area shall be located off the intersection knuckle of Klinger Canyon. IstnD as ;EMERAL. The note on sheet L-3 shall be revised to read"The Rancho Vistoso Master Home Owners Association shall NOTE accept responsibility for maintenance, control, safety, and liability of these facilities." 5. The design speed and design vehicle shall be noted on the development plan. V LT6 Pre- and post-development Q,00 values and velocities as well as all necessary erosion control measures related to the parabolic swale shall be shown on the plan. If no such measures are proposed, information shall be provided which demonstrates that the channel is non-erosive. 7. For each drainage course for which the 100-year frequency flood equals or exceeds 50 cubic feet per second at the point of entering and leaving the site, the limits of the pre- and post-development flood-prone area shall be labeled. f:`,... kl&mrec.pwd W. ) VALLEY PUBLIC WORKS DEPAR] 1T FIL ENGINEER'S REPORT MEETING DATE: October 5, 1994 TO: TOWN COUNCIL DATE: September 29, 1994 FROM: Joanne Homer (46 - Civil Engineer SUBJECT: OV12-94-23 RANCHO VISTOSO NEIGHBORHOOD 10 PARCELS K,L&M RECREATION AREA LANDSCAPE/DEVELOPMENT PLAN Public Works Staff has reviewed the above subject development and would not object to the approval of this landscape/development plan provided the following conditions are met: 1. All sight visibility triangle distances shall be labelled. 2. Cross sections perpendicular to the proposed channel reconstruction shall be provided. Water surface elevations and all relevant hydraulic data shall be shown. 3. Demonstrate to the satisfaction of the Town Engineer that the proposed channel stabilization(i.e., turf)will accommodate the flow velocities that are intended. 4. All other Public Works conditions of approval as adopted by the Development Review Board shall be satisfied. These conditions of approval shall be addressed at the time of improvement plan submittal. f:\...\12-94-23\tcreport.pwd 0 v I a- aG) FIFE SYMINGTON JERRY A. HOLT GOVERNOR COMMISSIONER f2xfh of Aiztrnzt 2910 N.44TH ST. Depai finen of 3Gil Ese 400 W. CONGRESS SUITE 100 November 4 1994 SUITE 523 PHOENIX,ARIZONA 85018 ' TUCSON, ARIZONA 85701 (602)468-1414 (602) 628-6940 UCD Homes 4820 South Mill Avenue Tempe, Arizona 85282 Reference N o. 9 4-0 5 3 21 RANCHO VISTOSO PARCELS K & L NEIGHBORHOOD 10 Gentlemen: This is to acknowledge issuance of the public report on the above referenced development. This property may now be offered for sale. Enclosed is the public report with our Official Receipt No.(s) 21322 attached for the required fees . A copy of the Real Estate Commissioner's Public Report must be given to the prospective purchaser, allowing ample time for review, prior to signing the purchase contract and receipt for public report. The owner, subdivider or agent of this development shall obtain the purchaser's signature on a receipt form approved by this Department. Signed receipts shall be maintained at the office of the owner, subdivider or agent for a period of not less than five ( 5 ) years. Receipts shall be subject to inspection at any reasonable time by the Real Estate Commissioner or any of his deputies. The receipt form on the reverse side of this letter is approved by this Department and must be used when the prospective purchaser receives a copy of the Public Report . Sincerel %'� J rry . Holt , Commissioner 0.3456 7897 MJY: 1p �/ �j� „ 4 DEC 1.9A E Re ROv LEY PUBLIC WORi9 DEPARTMENT Y�. ARIZONA SUBDIVISION PUBLIC REPORT FOR RANCHO VISTOSO PARCELS K & L NEIGHBORHOOD 10 REFERENCE NO. 94-05321 SUBDIVIDER UDC HOMES 4820 SOUTH MILL AVENUE TEMPE, ARIZONA 85282 NOVEMBER 4 , 1994 Effective Date STATE PROPERTY REPORT DISCLAIMER This report is NOT A RECOMMENDATION NOR AN ENDORSEMENT by the State of Arizona of this land but is provided for informational purposes ONLY. This report reflects information provided by the subdivider and obtained by the Department in its review process in accordance with the provisions of Title 32 , Chapter 20, Article 4, of the Arizona Revised Statutes , as amended. The purchaser should verify all facts before signing any documents . The Department has not passed upon the quality or quantity of any improvement or structure and does not assume responsibility in either event. Arizona Department of Real Estate Arizona Department of Real Estate 2910 N. 44th Street 400 W. Congress Suite 100 Suite 523 Phoenix, Arizona 85018 Tucson, Arizona 85701 ( 602 ) 468-1414 ( 602) 628-6940 1 • THE COMMISSIONER OF THE ARIZONA DEPARTMENT OF REAL ESTATE REQUIRES THAT: 1 . The purchaser or lessee BE GIVEN this public report ; 2 . YOU SIGN A RECEIPT indicating that you received this report ; RECOMMENDS: 1 . You DO NOT SIGN ANY AGREEMENT before you have read this report ; 2 . You see the EXACT PROPERTY you are interested in BEFORE SIGNING any document for lease or purchase . ARIZONA LAW STATES: 1 . THE SALE OR LEASE OF SUBDIVIDED LANDS PRIOR TO ISSUANCE OF THIS REPORT OR FAILURE TO DELIVER THIS REPORT TO PURCHASERS OR LESSEES SHALL RENDER THE SALE OR LEASE RESCINDABLE BY THE PURCHASER OR LESSEE. ACTION TO RESCIND MUST BE BROUGHT WITHIN 3 YEARS FROM DATE OF EXECUTION OF PURCHASE AGREEMENT. 2 . CONTRACTS OR AGREEMENTS FOR THE PURCHASE OF AN UNIMPROVED LOT (WITHOUT A BUILDING) * MAY BE RESCINDED BY THE PURCHASER WITHOUT CAUSE BY SENDING OR DELIVERING WRITTEN NOTICE OF RESCISSION BY MIDNIGHT OF THE SEVENTH CALENDAR DAY FOLLOWING THE SIGNING. 3 . IF YOU HAVE SIGNED A PURCHASE AGREEMENT FOR THE PURCHASE OF AN UNIMPROVED LOT (WITHOUT A BUILDING)* PRIOR TO INSPECTING THE LOT, YOU HAVE SIX MONTHS TO INSPECT AND UPON INSPECTION MAY RESCIND THE PURCHASE AGREEMENT. * A contract or agreement for purchase of a lot which includes a building or obligates the seller to complete construction of a building within two years from the contract date does not constitute the purchase of an unimproved lot . Therefore , if your purchase includes a lot and a building or a building to be built , you are not entitled to the rescission rights described in paragraphs 2 and 3 . lA • REFERENCE NO. 94-05321 RANCHO VISTOSO PARCELS K & L NEIGHBORHOOD 10 GENERAL This report includes : Lots 53 thru 148 and 199 thru 211 only. The map of this subdivision is recorded in Book 46 of Maps, Page 25, records of Pima County, State of Arizona. This subdivision is approximately 73 . 59 acres in size. It has been divided into Lots 1 thru 211 and Common Area A in the entire subdivision. Lot boundaries will be staked (corners and radii) . YOU ARE ADVISED TO OBTAIN A COPY OF THE RECORDED MAP AND CORRECTION DOCUMENTS, IF ANY, AND NOTE ALL EASEMENTS, RESTRICTIONS AND STATEMENTS CONTAINED THEREON. THIS SUBDIVISION MAY BE MARKETED AS SUNSET RIDGE. PROSPECTIVE PURCHASERS ARE ADVISED THAT EARNEST MONEY DEPOSITS, DOWN PAYMENTS AND OTHER ADVANCED MONIES WILL NOT BE PLACED IN A NEUTRAL ESCROW. SUCH MONIES WILL BE PAID DIRECTLY TO THE SELLER AND MAY BE USED BY THE SELLER. THIS MEANS THE PURCHASER ASSUMES A RISK OF LOSING SUCH MONIES IF THE SELLER IS UNABLE OR UNWILLING TO PERFORM UNDER THE TERMS OF THE PURCHASE CONTRACT. SUBDIVISION LOCATION Location: Northwest corner of Rancho Vistoso Boulevard and Moore Road, Town of Oro Valley. SUBDIVISION CHARACTERISTICS Topography: Flat to moderately hilly. Soils : Limited expansive soils were encountered on the site. The subdivider is installing post-tension slabs, per the soils engineer' s recommendations, to counter this situation. 2 REFERENCE NO. 94-05321 RANCHO VISTOSO PARCELS K & L NEIGHBORHOOD 10 Hazards or Nuisances : There is a private airport approximately a mile west of this subdivision. Adjacent Lands and Vicinity: Land to the north, west and east is undeveloped. The proposed use is residential . Land to the south is a combination of developed and undeveloped residential use. UTILITIES Electricity: Supplier is Tucson Electric Power, and facilities will be complete to lot lines by June 30, 1995 . There is a hook-up fee of $13 . 50 and a monthly base service charge of $5 . 00 . A deposit may also be required. Telephone: Supplier is U.S . West Communications, and facilities will be complete to lot lines by June 30, 1995 . The per-line hook-up fee is $46 . 50 . Base monthly service charge is $15 . 92 . A deposit fee of $120 . 00 may be required. Gas : Supplier is Southwest Gas Corporation, and facilities will be complete to lot lines by June 30, 1995 . There is an establishment fee of $20 . 00, and the base monthly service charge is $5 . 00 . A $50 . 00 deposit may be required. Water: Supplier is Rancho Vistoso Water Company, and facilities will be complete to lot lines by June 30, 1995 . A Central Arizona Project fee of $191 . 76 will be charged to the buyer. There is a $15 . 00 hook-up fee and a base monthly service charge of $9 . 50 . Sewage Disposal : Service is by Pima County Waste Water Management, and will be available to all lots June 30, 1995 . There is a $10 . 00 hook-up fee plus a monthly service charge of $9 . 92 . THE ABOVE COSTS ARE SUBJECT TO CHANGE BY SERVICE PROVIDERS . YOU SHOULD CONTACT THE ABOVE PROVIDERS REGARDING EXTENSION RULES AND REGULATIONS, SERVICE CONNECTIONS AND COSTS INVOLVED. STREETS, ROADS AND DRAINAGE Access to the Subdivision: Exterior street is public, and is paved with asphalt. It is maintained by the Town of Oro Valley. Access within the Subdivision: Interior streets are public, and will be paved with asphalt by June 30, 1995 . Upon completion to acceptable standards, they will be maintained by the Town of Oro Valley. 3 REFERENCE NO. 94-05321 RANCHO VISTOSO PARCELS K & L NEIGHBORHOOD 10 Flood and Drainage: Drainage easements and structures will be completed by June 30, 1995 . COMMON, COMMUNITY AND RECREATIONAL FACILITIES Within the Subdivision: Landscaping, perimeter wall, tot lot, and basketball and volleyball courts will be completed by June 30, 1995 . They will be maintained by the Homeowner' s Association. ASSURANCES FOR COMPLETION Assurances for Completion of Subdivision Facilities : Assurance agreement with the Town of Oro Valley. LOCAL SERVICES AND FACILITIES Schools : Copper Creek Elementary, 4 miles; Coronado Junior High School, 4 miles; Canyon Del Oro High School, 6 miles . SCHOOL FACILITIES AND BUS SERVICE MAY CHANGE. YOU SHOULD CONTACT THE LOCAL SCHOOL BOARD REGARDING SCHOOLS AND BUS SERVICE. Shopping Facilities : Fry' s Shopping Center, First Avenue at Oracle Road, 3 miles . Public Transportation: Sun Tran Bus at Air Research Complex, 3 miles . Medical Facilities : Northwest Hospital, La Cholla at Orange Grove, 10 miles . Fire Protection: Golder Ranch Fire Department. Ambulance Service: Available by calling 911 . Police Protection: Town of Oro Valley. Garbage Service: By independent subscription. Typical fee is $9 . 00 per month. LOCATIONS AND COSTS OF THE ABOVE SERVICES AND FACILITIES MAY CHANGE. YOU SHOULD VERIFY THEIR CURRENT LOCATIONS AND COSTS PRIOR TO PURCHASE. 4 • REFERENCE NO. 94-05321 RANCHO VISTOSO PARCELS K & L NEIGHBORHOOD 10 SUBDIVISION USE AND RESTRICTIONS Use: Single family detached homes . Restrictions and Other Matters of Record: Conditions, reservations and restrictions that may run with the land including City or County zoning restrictions should be investigated by you. Copies of those items which are recorded may be inspected at the office of the Pima County Recorder. Information about zoning may be obtained at the office of the Town of Oro Valley Planning and Zoning Department. Restrictions are recorded as listed in the title section of this report and per the subdivision plat. METHOD OF SALE OR LEASE Sales : Purchasers will sign a Purchase Contract and Escrow Instructions . Purchaser' s interest will be evidenced by a recorded deed. Use and Occupancy: Upon close of escrow. THE PURCHASE CONTRACT IS A BINDING AGREEMENT. CONTRARY TO THE TERMS AND PROVISIONS OF THE CONTRACT, YOU MAY HAVE ADDITIONAL RIGHTS, REMEDIES AND WARRANTIES PROVIDED BY LAW. READ THOROUGHLY BEFORE SIGNING. IF NOT UNDERSTOOD, SEEK COMPETENT ADVICE PRIOR TO COMMITMENT TO PURCHASE. TITLE Title to this subdivision is vested in First American Title Insurance Company, as Trustee under Trust No. 4585 . Subdivider' s interest in the subdivision is evidenced by an option agreement with the beneficiary of the above Trust. Title is subject, among other things, to all taxes, assessments, covenants, conditions, restrictions, limitations, reservations, rights, obligations, powers, easements, rights-of-way, liens and charges of record. YOU SHOULD INVESTIGATE THE TITLE AND SATISFY YOURSELF AS TO WHAT EFFECT, IF ANY, THESE MATTERS MAY HAVE ON THE USE OF THE LAND. Title Exceptions affecting the condition of title are listed in Preliminary Title Report dated August 25, 1994 issued by First American Title Insurance Company. As a prospective purchaser, you should obtain a title report and examine the effect of the listed exceptions . 5 REFERENCE NO. 94-05321 RANCHO VISTOSO PARCELS K & L NEIGHBORHOOD 10 EXCEPTIONS, LIENS AND ENCUMBRANCES SEE EXHIBIT "A" ATTACHED NOTE: DEVELOPER IS REQUIRED TO NOTIFY THE DEPARTMENT OF REAL ESTATE OF ANY FUTURE PLACEMENTS OF LIENS OR ENCUMBRANCES TO ENSURE COMPLIANCE WITH A.R.S . 32-2181, ET SEQ. TAXES AND ASSESSMENTS Real Property Taxes : $1, 880 . 00 per year, based on a sales price of $188, 000 . 00 and a 1993 tax rate of $17 . 0478 per $100 . 00 of assessed valuation. AMOUNT OF TAXES AND ASSESSMENTS SET FORTH ABOVE ARE APPROXIMATE ONLY AND SUBJECT TO CHANGE. PROPERTY OWNERS ASSOCIATION Name and Assessment: Vistoso Community Association, with an annual assessment of $150 . 00, payable quarterly. PAYMENTS TO PROPERTY OWNERS ASSOCIATIONS ARE SUBJECT TO CHANGE IN ACCORDANCE WITH RECORDED RESTRICTIONS . SAID ASSOCIATION MAY ALSO IMPOSE SPECIAL ASSESSMENTS . Control of Association: See recorded restrictions for details . PROSPECTIVE PURCHASERS ARE ADVISED TO READ THE RECORDED DECLARATION OF RESTRICTIONS, ASSOCIATION ARTICLES OF INCORPORATION AND ASSOCIATION BYLAWS FOR THIS SUBDIVISION TO DETERMINE THE RIGHTS OF LOT OWNERS TO PARTICIPATE IN THE CONTROL OF THE PROPERTY OWNERS' ASSOCIATION AND TO DETERMINE THE RIGHTS, DUTIES AND LIMITATIONS OF OWNERS IN AND TO THE USE OF THEIR LOT. FURTHER, YOU SHOULD DETERMINE FOR YOURSELF IF SUBDIVIDER' S ARRANGEMENTS AND PLANS FOR THE PAYMENT OF ASSESSMENTS ON UNSOLD LOTS WILL BE SUFFICIENT TO FULFILL THE NEEDS, DEMANDS AND FINANCIAL OBLIGATIONS OF THE ASSOCIATION, AS SET FORTH IN THE DECLARATION AND BYLAWS . PURCHASERS ARE ADVISED THAT THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS FOR THIS SUBDIVISION PROVIDE FOR AN ARCHITECTURAL CONTROL COMMITTEE. 6 REFERENCE NO. 94-05321 RANCHO VISTOSO PARCELS K & L NEIGHBORHOOD 10 Title to Common Areas : Was conveyed to the Homeowners Association at recordation of the final plat. Acceptance by the Association will occur upon completion of common area improvements . DBT: lp REFERENCE NO. 94-05321 RANCHO VISTOSO PARCELS K & L NEIGHBORHOOD 10 7 REFERENCE NO. 94-05321 VISTOSO PARCELS K & L IGHBORHOOD 10 EXHIBIT A EXCEPTIONS , LIENS AND ENCUMBRANCES A. 1994 taxes a lien not yet due and payable . B . All of 1993 taxes are paid in full . NOTE : Code 219-21-003E-1, assessed in the total amount of $89 . 16 for the entire year of 1993 . (Affects additional property: 545 . 07 acres) 1 . Reservations contained in the Patent from the United States of America, reading as follows : Subject to any vested and accrued water rights for mining, agri- cultural, manufacturing, or other purposes, and rights to ditches and reservoirs used in connection with such water rights as may be recognized and acknowledged by the local customs, laws and decisions of courts; and there is reserved from the lands hereby granted, a right of way thereon for ditches or canals constructed by the authority of the United States of America. Reservations contained in the Patent from the United States of America, reading as follows : Excepting and reserving, to the United States, all the coal and other minerals, together with the right to prospect for, mine and remove the same pursuant to the provisions and limitations of the Act of December 29, 1916, (39 Stat . , 862) . 2 . All matters as set forth in the Covenants, Conditions, and Restrictions in instrument recorded in Docket 7761, Page 1493 , Docket 8021, Page 925, amended in Docket 8327, Page 2058 , amended in Docket 8629, Page 576, and Tract Declaration recorded in Docket 9737 , Page 1179 . 3 . Any charge upon said land by reason of its inclusion in VISTOSO COMMUNITY ASSOCIATION. 4 . All matters as set forth in plat of said subdivision recorded in Book 46 of Maps, Page 25 . 5 . Water rights, claims or title to water, whether or not the matters excepted are shown by the public records . Continued . . . . REFERENCE NO. 94-05321 RANCHO VISTOSO PARCELS K & L NEIGHBORHOOD 10 Page 2 6 . An Option between FOUNDATION DEVELOPMENT CORPORATION, an Arizona corporation, and FIRST AMERICAN TITLE INSURANCE COMPANY, a California corporation, as Trustee under Trust No . 4585, UDC HOMES, INC. , a Delaware corporation, and FIRST AMERICAN TITLE INSURANCE COMPANY, a California corporation, as Trustee under Trust No . 4586, disclosed by Memorandum of Option recorded February 25, 1994 in Docket 9737, Page 1562 . 7 . Assurance Agreement for Completion of Subdivision Improvements between FOUNDATION DEVELOPMENT CORPORATION, an Arizona corporation, as Beneficiary under Trust No . 4585 ; FIRST AMERICAN TITLE INSURANCE COMPANY, a California corporation, as Trustee under Trust No . 4585 ; and the TOWN OF ORO VALLEY, a municipal corporation, recorded July 28 , 1994, in Docket 9844, Page 780 . 8 . NOTE: Title is currently vested in FIRST AMERICAN TITLE INSURANCE COMPANY, a California corporation, as Trustee under Trust No. 4585 , by Special Warranty Deed recorded February 25, 1994, in Docket 9737, Page 1550 . The Beneficiary of said Trust, as disclosed by instrument recorded in Docket 9337, Page 1550, is : FOUNDATION DEVELOPMENT CORPORATION, 1313 East Osborn Road, Suite 250, Phoenix, Arizona 85014 . 9 . Access from the within described subdivision to a federal, state or county highway as revealed by the public record is obtained as follows : All lots in said subdivision have frontage on a street, as dedicated by said plat, which interconnect with RANCHO VISTOSO BLVD . , which connects with TUCSON-FLORENCE HIGHWAY (ORACLE ROAD) . The public record does not indicate such access to be temporary. 10 . There are no further matters of record affecting subject lots as of the date hereof . CV Tyke, Engineering • Planning Surveying•Urban Design Landscape Architecture 6roup Inc. February 3, 1995ejo 4 • Ice Q, FEB 1995 mcgo Ms. Susan Russell TM.or wolf Town of Oro Valley v Puet.1C wog a 11000 North La Canada Drive a, Oro Valley, Arizona 85737 Q►" a`�„4' �ZOZ6ti Subject: Addendum to Rancho Vistoso, Parcels K, L and M Woodshade Road, Phase I WLB No. 193116-A-002-0400 Dear Susan: The purpose of this letter is to address the comments and provide supporting calculations for the proposed Phase I improvements for Parcels K and L of Neighborhood 10. This addendum will serve to resolve those issues presented to Tim Ensign in the January 13, 1995 transmittal . 1 . Attached are the hydraulic calculations showing the difference between the pre-developed and proposed Phase I conditions. Three Manning's cross- sections were taken for the pre-developed conditions and a HEC-2 analysis was accomplished for the proposed post-developed conditions. The results show that the post-developed velocities could be somewhat erosive. Therefore, the channel will be lined as it descends from Woodshade Road into the recreation park (see Detail 1-1) . The lining will consist of hand-placed rock riprap with an underlay of Mirafi filter fabric ending with a 5 foot splash pad. The velocity at Cross-section 2 is calculated to be 6.33 fps and is not considered to be erosive, and therefore will not require any further erosion protection. A table, showing pre- and post- development water surface elevations and velocities is included in this addendum. 2. I have shown the revised post-development floodplain limits. 3. Attached are hydraulic calculations for the proposed future 3 - 8' x 5' RCBC. This gives a water depth of 6.83 feet, 86 lineal feet at 1 percent slope. The maximum water surface elevation, given an invert of 88.83 feet, would be 95.56 feet. Engineering • Planning • Surveying • Urban Design • Landscape Architecture Offices located in Tucson, Phoenix, Las Vegas, and Victor Valley, California 4444 East Broadway • Tucson, Arizona 85711 • (602) 881-7480 • FAX (602) 881-7492 • Group . Ms. Susan Russell February 3, 1995 Page 2. TABLE OF 100-YEAR PRE-DEVELOPED WATER SURFACE ELEVATIONS AND VELOCITIES CROSS-SECTION Q1oo W.S.EL. VELOCITY (cfs) (ft) (fps) 1 112 91 .85 5.20 2 112 93.51 4.56 3 112 94.57 3.65 TABLE OF 100-YEAR POST-DEVELOPED WATER SURFACE ELEVATIONS AND VELOCITIES CROSS-SECTION Q,00 W.S.EL. VELOCITY (cfs) (ft) (fps) 1 1,029 90.79 6.60 2 1 ,029 91 .42 6.33 2. 1 1 ,029 91 .75 8.45 2.2 1,029 93.27 8. 11 2.3 1,029 94. 13 7.72 2.4 1,029 95.44 7.04 3 1,029 95.93 6.51 i • I [ • , . T uket 3 Group Inc Ms. Susan Russell . February 3, 1995 Page 3. It is our understanding that once the hydraulic issues have been accepted to your satisfaction, that the final grading permits will be issued. If you have any further questions or comments, feel free to call Tracy Bogardus or myself at 881-7480. Sincerely, THE WLB GROUP, INC. Steven W. Hill , EIT Hydrologic/Hydraulic Designer SWH:hg to �'w- 411 s i 7` 20903 l JAMES RAYMOND o DEGR000 d,.4 9ned'14`1, / iiips - , . _.--_ ______ ___ _ _,----_ . lirgterat . li.:54fisk_r--. ....---. •• -- -It.9'1' * .z. ,,IIIMPIIIIII. 11411Mr ..p, ..<___ _ __ , + .,,,d . _ • _____• _ _ ,,„ 1 . , .____:___, .4 . • , ce. . ._,, eil C.) % . 4�► `89 . ••ter-v. .0,,,,, ,,,y, ,e —. ram -.. 9 a. • • • • '�• R 849.:47(;500•• • _ -- / opinitail/1....NeWr . f 1 .1611tit%-_4§ 2.2 if" airi'r-ftiar----LL.1 alt.. ,, 41: 1 is ip, 4:04.......,- "."...."-----._ 1 • ----- , 11"%rge . f ini"Prifia liwiir --- sii:1:‘ I / tifiVPHilicarliC c4 # ititerklitZlOiii __- Nil : . • , _ _,t.- .N,Y . ei) frirldt it" ./ r -.°1:61*k/4 7 ° f ' ---------I- dr 6:le ' i / %kit) " 111111V N%kitki o• • -...'12." 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GRADE EL: 93.0 „fie, ffs 3 40:- 3 414�� 12" 4.1 1 r"-- EL.: 88.0 � io '►r�IP HAND PLACED ROCK RIP RAP r•, ��;�,� W/ FILTER FABRIC bel°14"141 d50 6" 4,4649441 3e 5' 01, BANK PROTECTION NTS •t CROSS-SECTIONAL ANALYSIS X-SECT.BAS/V.I 413 GROUP, Inc. Preparer: SWH Project: RV NEIGH 10 PAR K,L&M Job#: Cross Section Description: 1 (PRE DEVELOPED) Date: 02-02-1995 Date: 02-02-1995 MANNINGS n NO. STA(ft) ELEV(ft) (to Next 4) 1 0.00 92.00 .03 36.00 91.00 .03 3 44.00 91.00 .03 4 92.00 102.00 - Channel Slope = 0.0280 ft./ft. W.S.E. = 91.85 ft. Depth = 0.85 ft. Channel Slope = 0.0280 ft./ft. NOTES STA-ft MAN.n AREA-sf WT.P-ft CONV(K) Q-(cfs) V-fps Fr.# TW(ft) LEFT BANK 5.5 0.030 21.30 42.34 669.3 112.00 5.26 1.30 42.2 RIGHT BANK 47.7 TOTLS: 21.30 42.34 669.3 112.00 5.26 1.30 42.2 CROSS-SECTIONAL ANALYSIS X-SECT.BAS/V.l +LB GROUP, Inc. Preparer: SWH Project: RV NEIGH 10 PAR K,LM Job#: Cross Section Description: 2 (PRE DEVELOPED) Date: 02-02-1995 MANNINGS n ;;O. STA(ft) ELEV(ft) (to Next #) 1 0.00 94.00 .03 2 12.00 93.00 .03 3 39.00 93.00 .03 4 47.00 93.00 .03 5 88.00 94.00 - Channel Slope = 0.0290 ft./ft. W.S.E. = 93.51 ft. Depth = 0.51 ft. Channel Slope = 0.0290 ft./ft. NOTES STA-ft MAN.n AREA-sf WT.P-ft CONV(K) Q-(cfs) V-fps Fr.# TW(ft) LEFT BANK 5.9 0.030 24.54 61.88 657.7 112.01 4.56 1.28 61.9 RIGHT BANK 67.8 TOTALS: 24.54 61.88 657.7 112.01 4.56 1.28 61.9 • C SECTIONAL ANALYSIS X-SECT.BAS/V.1 WLB GROUP, Inc. Preparer: SWH Project: RV NEIGH 10 PAR K,L&M Jobs: Cross Section Description: 3 (PRE DEVELOPED) Date: 02-02-1995 NANNINGS n NO. STA(ft) ELEV(ft) (to Next #) 1 0.00 96.00 .03 2 18.00 95.00 .03 3 37.00 94.00 .03 4 47.00 94.00 .03 5 75.00 94.00 .03 6 79.00 94.00 .03 7 102.00 95.00 .03 8 124.00 96.00 - Channel Slope = 0.0150 ft./ft. W.S.E. = 94.57 ft. Depth = 0.57 ft. --.- Channel Slope = 0.0150 ft./ft. NOTES STA-ft MAN.n AREA-sf WT.P-ft CONV(K) O-(cfs) V-fps Fr.' TW(ft) LEFT BANK 26.2 0.030 30.66 65.90 914.5 112.00 3.65 0.94 65.9 RIGHT BANK 92.1 TOTALS: 30.66 65.90 914.5 112.00 3.65 0.94 65.9 i***€**** *********i************************ *************************************** *' HEc-2 WATER SURFACE PROFILES k * U.S. ARMY CORPS OF ENGINEERS * * t * HYDROLOGIC ENGINEERING CENTER * * Version 4.6.2; May 1991 * * 609 SECOND STREET, SUITE D * * * * DAVIS, CALIFORNIA 95616-4687 * * RUN DATE 03FEB95 TIME 09:32:13 * * (916) 756-1104 * ******************************************** *************************************** X X XXXXXXX XXXXX XXXXX X X X X X X X X X X X X XXXXXXX XXXX X XXXXX XXXXX X X X X X X X X X X X X X XXXXXXX XXXXX XXXXXXX i M 03FEB95 09:32:13 PAGE 1 THIS RUN EXECUTED 03FEB95 09:32:13 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* Ti SABINO TERRACE II 193116-A-002-0400 THE WLB GROUP T2 POST DEVELOPED CONDITIONS 2 FEB 95 SWH 4444 E BROADWAY T3 RVN1OPKLM.DAT TUCSON A t 85711 T4 ALL CROSS SECTIONS TAKEN LOOKING UPSTREAM J1 ICHECK INQ NINV IDIR STRT METRIC HVINS 0 WSEL FQ 0 0 0 0 .006 0 0 1029 0 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM ITRACE 0 0 0 0 0 0 0 0 0 0 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38 43 1 8 26 68 4 30 25 7 NC .03 .03 .03 XI 1 8 0 70.5 GR 91 0 90 6 89 11.5 88 16 88 60 GR 89 64 90 67 91 70.5 Xl 2 8 0 55 118 119 119 GR 91 0 90 2 89 5 88 8 88 45 GR 89 48.5 90 52 91 55 NC .035 .035 .035 .3 .1 Xi 2.1 10 0 66 15 15 15 GR 93 0 92 4 91 9 90 12.5 89 16.5 GR 89 51 90 54 91 57 92 62 93 66 X1 2.2 6 0 63 10 10 10 GR 93 0 92 4 91 8 91 55 92 59 GR '33 63 X1 2.3 6 0 73 8 5 4 GR 94 0 93 8 92 12 92 65 93 69 GR 94 73 NC .03 .03 .03 Xl 2.4 6 0 95 30 20 18 GR 95 0 94 10 93 31 93 34 94 65.5 GR 95 95 r 03FEB95 09:32:13 PAGE 2 XI 3 8 0 124 29 30 25 GR 96 0 95 18 94 37 94 47 94 75 GR 94 79 95 102 96 124 • r 03FEB95 09:32:13 PAGE 3 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L-BANK ELEV 0 OLOB OCH OROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WTN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 *SECNO 1.000 2096 WSEL NOT GIVEN, AVG OF MAX, MIN USED 1.000 2.79 90.79 .00 .00 91.46 .68 .00 .00 91.00 1029.0 .0 1029.0 .0 .0 156.0 .0 .0 .0 91.00 .00 .00 6.60 .00 .000 .030 .000 .000 88.00 1.27 .005993 0. 0. 0. 0 0 5 .00 68.48 69.76 *SECNO 2.000 3280 CROSS SECTION 2.00 EXTENDED .42 FEET 2.000 3.42 91.42 .00 .00 92.04 .62 .58 .00 91.00 1029.0 .0 1029.0 .0 .0 162.6 .0 .4 .2 91.00 .01 .00 6.33 .00 .000 .030 .000 .000 88.00 .00 .004020 118. 119. 119. 2 0 0 .00 55.00 55.00 CCHV= .300 CEHV= .100 *SECNO 2.100 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2.100 2.75 91.75 91.75 .00 92.86 1.11 .10 .05 93.00 1029.0 .0 1029.0 .0 .0 121.7 .0 .5 .2 93.00 .01 .00 8.45 .00 .000 .035 .000 .000 89.00 5.24 .014169 15. 15. 15. 20 15 0 .00 55.53 60.76 *SECNO 2.200 3280 CROSS SECTION 2.20 EXTENDED .27 FEET 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2.200 2.27 93.27 93.27 .00 94.29 1.02 .14 .03 93.00 1029.0 .0 1029.0 .0 .0 126.9 .0 .5 .2 93.00 .01 .00 8.11 .00 .000 .035 .000 .000 91.00 .00 .014662 10. 10. 10. 20 15 0 .00 63.00 63.00 w 03FEB95 09:32:13 PAGE 4 SECNO DEPTH CWSEL CRIWS WSELK EG HV HL GLOSS L-BANK ELEV 0 GLOB GCH GROB ALOB ACH AROB VOL TWA R-BANK ELEV TIME VLOB VCH VROB XNL XNCH XNR WIN ELMIN SSTA SLOPE XLOBL XLCH XLOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *SECNO 2.300 3280 CROSS SECTION 2.30 EXTENDED .13 FEET 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2.300 2.13 94.13 94.13 .00 95.05 .93 .06 .03 94.00 1029.0 .0 1029.0 .0 .0 133.2 .0 .5 .2 94.00 .01 .00 7.72 .00 .000 .035 .000 .000 92.00 .00 .015019 8. 4. 5. 20 11 0 .00 73.00 73.00 *SECNO 2.400 3280 CROSS SECTION 2.40 EXTENDED .44 FEET 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 2.400 2.44 95.44 95.44 .00 96.21 .77 .24 .05 95.00 1029.0 .0 1029.0 .0 .0 146.1 .0 .6 .2 95.00 .01 .00 7.04 .00 .000 .030 .000 .000 93.00 .00 .011538 30. 18. 20. 20 8 0 .00 95.00 95.00 *SECNO 3.000 3685 20 TRIALS ATTEMPTED WSEL,CWSEL 3693 PROBABLE MINIMUM SPECIFIC ENERGY 3720 CRITICAL DEPTH ASSUMED 3.000 1.93 95.93 95.93 .00 96.59 .66 .30 .03 96.00 1029.0 .0 1029.0 .0 .0 158.1 .0 .7 .3 96.00 .01 .00 6.51 .00 .000 .030 .000 .000 94.00 1.30 .012105 29. 25. 30. 20 15 0 .00 121.11 122.41 t r , PROFILE FOR STREAM PKLM.DAT PLOTTED POINTS (BY PRIORITY) E-ENERGY,W-WATER SURFACE,I-INVERT,C-CRITICAL W.S.,L-LEFT BANK,R-RIGHT BANK,M-LOWER END STA ELEVATION 88. 89. 90. 91. 92. 93. 94. 95. 96. 97. SECNO CUMDIS 1.00 0. I WL E . 5. I W L E . 10. I . . WL E . . . . 15. I . . WL E . . . 20. I . . WL E . . . . 25. I WL E . 30. I . . WL E . . . . . 35. I W E . 40. I W E E . 45. I W E E . 50. I LW E . 55. I LW E . 60. I LW E E . 65. I LW E E . 70. I LW E . 75. I . . LW E . . . . . 80. I . . L W E . . . . 85. I LW E. 90. I . . L W E. . . 95. I L W E. 100. I L W E. 105. I . L W E . . 110. i . L W E . 115. I . . L W E . . . . 2.00 120. I L W E 125. C I . . WL . E . 130. C I . . W . L E . 2.10 135. . I W . EL . . 140. . I . W L E . . 2.20 145. . I L W . E . 2.30 150. . I LW .E 155. . . I . . L W . E . 160. . . I . . L W. E . 165. . I I . L . W E 2.40 170. . . . I L W . E 175. . . . . . I . L W . E 180. . . . . I L W E 185. . . . . I LW . E 190. . . . . I . W . E 3.00 195. . . . . I WL E M 1 I r 1 03FEB95 09:32:13 PAGE 5 THIS RUN EXECUTED 03FEB95 09:32:14 ************************************* HEC-2 WATER SURFACE PROFILES Version 4.6.2; May 1991 ************************************* NOTE- ASTERISK; (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST PKLM.DAT SUMMARY PRINTOUT SECNO U CWSEL DEPTH VCH FRCH TOPWID BW AREA VOL 1.000 1029.00 90.79 2.79 6.60 .77 68.48 .01 156.00 .00 2.000 1029.00 91.42 3.42 6.33 .65 55.00 .01 162.60 .44 * 2.100 1029.00 91.75 2.75 8.45 1.01 55.53 .01 121.72 .48 * 2.200 1029.00 93.27 2.27 8.11 1.01 63.00 .01 126.87 .51 * 2.300 1029.00 94.13 2.13 7.72 1.01 73.00 .01 133.24 .52 * 2.400 1029.00 95.44 2.44 7.04 1.00 95.00 .01 146.13 .58 * 3.000 1029.00 95.93 1.93 6.51 1.00 121.11 .01 158.13 .67 03FEB9; 09:32:13 PAGE 6 SUMMARY OF ERRORS AND SPECIAL NOTES CAUTION SECNO= 2.100 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 2.100 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 2.100 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 2.200 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 2.200 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 2.200 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 2.300 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 2.300 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 2.300 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 2.400 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 2.400 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 2.400 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL CAUTION SECNO= 3.000 PROFILE= 1 CRITICAL DEPTH ASSUMED CAUTION SECNO= 3.000 PROFILE= 1 PROBABLE MINIMUM SPECIFIC ENERGY CAUTION SECNO= 3.000 PROFILE= 1 20 TRIALS ATTEMPTED TO BALANCE WSEL s t WOODSRADE ROAD POST DEVELOPED_OPED Cross —section 3 . 000 97 00 - 030 . • --.- ,.- 95 . 50- . 4 96 . 0060 c - ° 0 t0 95 . 50- `\ . . > C..) r- ' 95 . 001 . \ / - . 94 . 501 , Y . f a i ^P 94 . 00 s- .---r-- r- —r _ r___i-- * T- r t- r— T-- r---t- __r....�.. r —t s- . . 1 -s i i.�_Y r--r--r- ��-T 0 . 00 31 . 00 62 . 00 93 . 00 124 . 00 Distance WOODSHADE ROAD i POST DEVELOPED Cross —section 1 . 000 91 . 00 ___ . _._- 030 _ ___ 44 .......--*---- -..-- .--- .--- '-• ^- - i i . 90 . 50- t j . i r i e 90 . 00- . • C ro 89 . 50- • - . . > i 0 tft 89 . 0 0- � F .. f I . i 88 . 50- - 1 4 7 .1 j i t 88 . 00 r---- i -,_ r r r r -1'- -/ __r_-_'',. ---I-._„- 1_-- 1w--_i...._r ,__ -r_,__,-1._..._-,.__ _ r—.s_-_T---1 ._r.._r----E _T _ r _-,---1--,,__.i 0 . 00 17 . 63 35 . 25 52 . 88 70 . 50 Distance WOODSHADE ROAD i i .. , POST DEVELOPED _ . Cross —section 2 . 000 _....... ...._....... . —r•,...: 4 1 . 1 ., 93 H - . - . • • . • .4 .. 92 - • • , • • . • I C 1 I 0 .tv - .......• ........_ ....,.,,, ...._ _.,.._ ,H i ro 9 i 0 . . 4 • . • , ,) P › a) / Lt.i / 7 t / 90-• \ . • • • . • • / • .4 . . / 1 , ' 894 \ . . . . . . . i ..i , \ / - \ . / .1 ,. 1 / 88-1,----,--,,------,--T..--\T*'11r"'."'"r"- y 1-----6-----r----r--T . 0 . 00 13 . 75 2/ . 50 41 . 25 55 . 00 Distance WOODSHAOE ROAD POST DEVELOPED - Cross —section 2 . 100 95- . 035 — __.. .- 1 . 1 1 1 94-1 . . A ,) 1 \ // I / . ; „ .xis+-._.... 91-1 •' - - - fe . 1 4 1 �� \j 1 /Y !y 90 % Jr 1 /r r i I� r, i ' 8 9 T_ ' -r-,-r--ar-----r--- r---r ? r- . -tf- li 1 • -11- -r --T 1 z Ir_--r.ti.t' 1 1- `r- i---r 1- i - i- -r -I-_-1 6 • r z 0 . 00 16 . 50 33 . 00 49 . 50 66 . 00 Distance _ t� WOODS::D ROAD POST DEVELOPED Cross —sect WOODS:: 2 . 200 94 . 001. 035- 93 . 50- 93 . 009 Q 0 f0 92 . 50- tt C) W 92 . 0 0, i 91 . 50- f . - r ,- -r- , f 0 . 00 15 . 75 31 . 50 47 . 25 63 . 00 Distance I `OODSHADE ROAD POST DEVELOPED Cross -section 2 . 300 94 . 50— 94 . 00 C 0 • to 93 . 50- 1 93 . 00 - • 92 . 50- 922 . 03 -Ter- r — r_-i -�-__� �y-_._V_�_.nT_ ��_._ .�._, �_—s_ r ---r-T 0 . 00 18 . 25 36 . 50 54 . 75 73 . 00 Distance �/�1r�1 1t11 f(�tf C tF-��f `w� ROAD r Y 1 0 O D S 1 i A O E f • POST DEVELOPED , Cross —section 2 . 400 96 . 001.0. e —_- —. 030-- . w r 95 . 50- • . , 95 . 009 - S) C 0 0 9 4 . 50— • . . > a) Lu 94 . 00 \ • r . . . M • 93 . 50.4 - . 93 . 00 +___ r ,-r- T- T_I j- Th _T - t t s z i_ •. r -� j-_ 1- -"1 0 . 00 23 . 75 47 . 50 71 . 25 95 . 00 Distance LOX CULVERT ANALYSIS COMPUTATION OF CULVERT PERFORMANCE CURVE February 6, 1980 PROGRIR'I INPUT DATA: DESCRIPTION VALUE Culvert Span (Width of Opening) (feet) E.00 Culvert Rise (Height of Opening) (feet) 5.00 FHWA Chart Number (8,9,10,11,12 car 13) 8 Scale Number on Chart (Type of Culvert Entrance) 1 Manning's Roughness Coefficient (n-value) 0.0120 Entrance Loss Coefficient of Culvert Opening 0.50 Culvert Len<<th (feet) 86.0 Culvert Slope (feet per foot) 0.0100 PROGRAM RESULTS: Flow T:ilwster Headwater (ft).Normal Critical Depth at Outlet Rate Depth Inlet Outlet Depth Depth Outlet Velocity (cfs) (ft) Control Control (ft) (ft) (ft) (fps) 343.0 3.85 6.83 5.51 2.57 3.85 : 2.57 16.69 BOX CULVERT ANALYSIS COMPUTER PROGRAM Version 1.4 Copyright (c) 1986 Dodson & Associates, Inc., 7015 W. Tidwell, #107, Houston, TX 77092 (713) 895-8322. All Rights Reserved. T vtl.e8 ..--J COMPUTA'I i..rol DATA SHEET 6wroup Inc. i✓ ._..fi, ---D-33 Subject WOOD S 1.4-ADE 4Qe.!>> Cite)Si,n, Prepared by -7;$8 Date 30 SPA 9 4 , 1 1 i +III; Ii ! pies- FoiliED ! 1 1 ii ! i 1 , i1i I I 1 ! .. ...... _..1. 1 : , , , , , , , , , , , iiiii , : , , , , , , : , , Imii , , ! , , , , , , , , , „ , „ , , , „ , , , , : : 1 , 1 , F 0 JA/00D...,s,,A,DE__-. f DAD 1 , 4...,,r, ....41 i , : i i i : i i 1 1 H 1 1 1 i i i 1 1 ' I I ' I I i I I i i 7.'''''. i 1 i 1 ! • : •i ' ..-.....1...- 1 , .1. i• t !.--...«.---+....—!.....-....4- : i i s 111 • ! !'- i- r j } Ei ; : F r j ; I I ! I f : 1 ! i j f 1 4 i f 1 1 ilI I \W� i i z 61 # f i I .! I j 1_. I :I I 1 ; i i 1 i 1 I i i 1 I : _.... J ;iIJZJII1_;II'_LItII1j 1t + 1t I t rL4:T /r_~......--•..._.. ..._.... ..f 1 ~:.,....~..»,...._b ' ! 1 ` i , i 1 , i i # Wv ; , ! i 1 1 f 1 . ` I I 1 i ! 3 0* - 1 i i i i i + i I i i i f I I F ! ! 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' I 1 1 i i I - I I i t w1 , f 1 j i ......_...:..._._.t...._._,_.._....- ..-._._._...-i....._-....--._.4..._.4.w.........i_......i........t_.......4_.......4 .. 4...._. _...T.r.._;._ yw~w_..;.-.......y..-.__;w...._ _.....i. i •-...... t» ' I i 1 i i i i I I ° I i i ! : ! ` 1 ill ii 1 I ; fill i i i I 1 { i 1 ( I } 1 t t .._-_i......•-._;_.-...a w. i 1 i t .._ ,—.t--.« 1 {:{ i _t.......i I i 1 1 i i I ; i ! i i i i i 1 1 ; i 1 1 ( ! i I ! 1 1 1 I • I Ii i 1 i 1• I f I :• •i i I i I I • i i i I I ; I # # ' 1 j ! I f f i 1 i i i I i i I --~t--- I ; `.—._.f_ ..._..___,_;___ i i i i 1 • ' J i 1 i ! + i . : 1 ► I ! 1 I i i t d I + ! 1 i i 1 1 • 1 1 I 1 1 11 i i. 1 i i i ; ? r i i +------4-----+-..•'_•4.--•--4- 1 -..4-..._...7.-..-_f i .1 C i T 1 _y....- 1 .-.-.+ ; 1."-.-.4.ce..- 1 { ! • 1 i + i 1 I I : } ' i ..__..... ~..-_.....«.......... ...i.._._ ....._.�_......_............ ..-«.....:........_..»__..}..,_._...1.._-mow..--...T.._._ + .. ..... _.. ...y.....,._ ... ....`y .... ea, w . P1 /�N I - 3Dc 1 \7 \/ 1:1 i 1 , • 1 O ' •' O . • ... 4pPVC ' , ; 51 ' 1 1 I A - -- - We 1:1 3 .. 1:1 - - - J _5 , O1 , o t 1_ 1 1 1 5, 2° . O1 IOC ' tl I , 1 2' / . Y I 1 1:1 2' /:\ I `C ...,) . L - ZO ' EMBED ROCK TO A , DEPTH OF 1/2 D50 6' .•Y• .. ♦ .o. O• , - . . s if MORTAR BASE W/FIBERMSH SECTION A-A OR W W F FOR FULL LENGTH .. OF MORTAR BASE Dc HAND-PLACED v Tr— , GROUTED ROCK RIPRAP �i . . . . .. 1� �.5 0.5Dc •D50 .• 9 inches '�. . . ---.__ t ft _' t 1' 4" PVC r 11 ��� kg, 4 / 11('- D50: 9' — -- ' 7 ► 1 ;'i PRE-FORMED SCOUR HOLE DETAIL D izo . Town Oi V-1;744 s R e fiv alley PIMA COUNTY DEVELOPMENT SERVICES DEPARTMENT 201 N. Stone Avenue, 1st Floor Tucson, Arizona 85701-1207 JUDITH A. PATRICK Phone: (602)740-6520 Director 3 FAX: (602)798-1836 April 14, 1995 UDC Homes, Inc 4812 South Mill Avenue Tempe, Arizona 85282 RE: Rancho Vistoso, Neighborhood 10, Parcels K and L, Phase 1, Lots 50, 52-162, 199-211 G-94-065 Please be advised that the sewage system for the above referenced project has been inspected by this department and is in compliance with our standards. We have accepted this system for continuous maintenance. If any questions arise, please feel free to contact this office. my" /1k Step en M. Magelli, P.E. Development Review Manager SMM/kd Copy: Apache Pipeline Borderland WLB Margery Reed, Administrative Services, Wastewater Bob Decker, Operations, Richey Road Linda Frew, Oro Valley Project/Ref Files P��EY` 'q Ri1 0 N 44;1, TOWN OF ORO VALLEY •,.ti., ' *` 11000 N. LA CANADA DRIVE x ORO VALLEY, ARIZONA 85737 Administrative Offices(520)297-2591 Fax(520)297-0428 OUNDEO1g August 22, 1995 Bruce Schroeder UDC Homes 6700 N. Oracle Rd., Ste. 100 Tucson, AZ 85704 Sunset Ridge, OV 12-94-06 Sonoran Vista, OV 12-94-09 Woodshade Road - Phase I Rancho Vistoso Neighborhood 10 Rec. Area, OV 12-94-23 u1 Re: OFFICIAL NOTICE Stormwater Pollution Prevention Plan Implementation and Erosion Control Measures Several development and construction projects currently under construction are experiencing severe on-site erosion that is contributing to stormwater debris downstream. Please be advised that the Town is requiring that all stormwater pollution prevention plans be in place and functional immediately. In addition,all subdivisions requesting full release of assurances must provide erosion control measures and slope stabilization measures per the • improvement/grading plans whether or not assurances were obtained from the Town of Oro Valley or Pima County, in the case of annexation properties. In addition to the above measures, Article 7-9, J of the Town code states the following.: "The developer, his successors or assigns shall be responsible for street sweeping until new construction activities have ceased." Also, Article 14-104, I.2 of the Town of Oro Valley Grading Ordinance and Section 18.81.040, L.3 of the Pima County Zoning Code, Title 18 state: "Public rights-of-way, sidewalks and other improvements shall be maintained during grading in a neat and clean condition, free of loose soil, mud, construction debris and trash." The Town is maintaining a record of all public rights-of-way that we are cleaning as a result of stormwater debris. All developments and construction that contribute to stormwater debris in the public rights-of-way shall be billed for all clean-up and associated costs. Sincerely, Joanne Homer Town Engineer f:\...\teI\joanne\strmwppp.895 3 ♦ 1 I . 2 - . 23 24 7 24 19 K 26 25 25 30 RANCHO VISTOSO THis PROJECT x,, \ \ ..,,- .4. RED NEIGHBORHOOD 10 ,�\\ ��� 4b Sip 2 2 14PARCELS � �� —'town°, \ 35 36 36 31 RECREATION AREA ♦ . 1, , - \ . : PLANS \ / \ AV-. Mr 7-- • LANDSCAPE / DEVELOPMENT 4S #$ N� \, \' \ r '14.11## #4 j' `iy PORTIONS OF SECTIONS 23 t 26 T.115J1137_• H / i / \ G P'MA COUNT` A.414 OF RIZONA VALLEY i ,- e to ♦., ♦ 1ts, �� .di• / / i RECREATION ', A , B...Alter AREA;'! / i \ O //� / . NOTES: \ ';� / � . L c 9 7. 1.) GROSS AREA OF DEVELOPMENT IN ACRES AND NET / p\A R / Illk OPEN OBUILDING AREA: Z86 C ES. — \2.) EXISTING ZONING: RANCHO vISTOSO P.A.D.- ` SPACE \H H N TY RESIDENTIAL. . \ HIGH DENSITY 3.) APPROXIMATE AREA IN PARKS: 0.98 ACRES- I I , \ 4.) BASIS OF BEARINGS: BEARINGS BASED ON 1111111111 \ \ DOCKET 8178. PAGE 1965. CENTERLINE OF LU I t I i L L BEARING BEING PARCEL K RANCHO 07"E.VISTOSO BOULEVARD. 0 . S32'09'07"E. a • N H MARK: \ 6.) ELEVATION DATUM: AOOT DATUM BENCH Cn . I BRASS DISK HEADWALL 70' RIGHT OF STATION ■ arLe 710 20. APPROXIMATELY 350' SOUTH OF NORTH Z ill \ F r . 0 T WN H P 11 SOUTH LJJ I '• _ 1/4 CORNER OF SECTION 5. 0 S RANGE 14 EAST. ELEVATION 2.688.03 FEET. n .\'• ■ \' \ • 6.) THE OWNER/DEVELOPER WILL COVENANT TO HOLD U \ \ THE TOWN Of ORO VALLEY. ITS SUCCESSORS AND 111 V \ ASSIGNS. HARMLESS IN THE EVENT OF FLOODING. All , 7.) DRAINAGE WILL NOT BE ALTERED. DISTURBED OR \ OBSTRUCTED WITHOUT THE APPROVAL OF THE ORO . \ • VALLEY TOWN COUNCIL. y \ FOR THESE ROADS WAS • \/ ' THE DESIGN VEHICLE USED ' - ' \ SU30. WITH A DESIGN SPEED OF 25 MPH. TPA CE � � \ . \ - ,,, 4 • \___ 0111111 */it/ 4 . OP14: 'SHEET INDEX • 0 I �` ISSPACE lir . L-1 COVER SHEET t L-2 GRADING IIII)IIIII IIIII lik • L-3 HARDSCAPE _ OPEN SPACE L 4 PLANTING 41.m.:77°Y L-5 IRRIGATIONL-6 DETAILS % ' `�., LANDSCAPE/DEVELOPMENT PLANS FOR ! L-7 DETAILS � s,\ 9 PARCEL K & L NEIGHBORHOOD 10 ER �- \� RECREATION AREA L-8 SPECIFICATIONS OWNER/DEVELOP \ \ moo,, �\ UDC HOMES,INC. `\� / ' A PORTION OF THE WEST 1/2 OF SECTION 25,T-11-S,R-13-E,G.&S.R.M., . _ 4812 S. MILL AVE \ TOWN OF ORO VALLEY,PIMA CO.,ARIZONA. TEMPE, ARIZONA 85282 SCALE T'=40' OV-12-94-23 f C/O BRUCE SCHROEDER DATE FEB.,1994 (602) 577-5160 CONTOUR INTERVAL=1' • WLB JOB NO.193116A-002-0105 •. 1 s Snee A -i . %),,, , . _ ..... 4. rzioa _...=. -, 2 E^ °...I .i'''' 5°" RANCHO 1TISTOSO ELGH89_RHOOD 10 TANDSCAPE D ELOPIMENTPLANS -Die Land fCII12fC1YH.(Jf(.a•••,A 7-29-94 RRIGATI(kl SFiG L-5 =�^ 193116 7�`' - 4. ea uc:on JN1E 8.1994 x / oe0 4.wr.1 _ B ,Ja•I-e<;al rind vclo•vas... _ ., yr group u.+east 3.o.e_.v PARCELS K_L& EA K�A I - - I - - i _ • I .. 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TOWN OF ORO VALLEY.PIMA CO..ARIZONA. • el EXISTING DRAINAGE SECTION A-A SCALE:1- 40• DATE:JULY.1994 r 0 40' 80 120 CONTOUR INTERVAL-T -, WLB JOB NO.193116A-002-0200 iiin...7" iijii)oi i. A c�•.�•..a vr. ,-a s. �• ''93�6 A-OOt 0200//� < \ L-2 - °• RANCHO VISTOSO NEIGHBORHOOD 10 LANDSCAPE/DEVELOPMENT PLANS FB up .''. ..:p.�:;••- _ „ PARCELS K.L&M RECREATION AREA GRADING PLAN 16 ~. i - 1 - I I 14 : 4 1- • S 6 7 a 9 .O .. • f - - ----- -' - - f i � -I "i sstsii -------Cillaliglaiattil---' f , • - '• --__:::--- --------r--7 s- " . _•- --..- CIAO -� ISB ] Y A"ter ' - _ .�• •• �, t. \ �.. — ' _ �.-� '"- -' j_t-1- t -- ' SEAT WAIL -__ 1 • �• � SIT>ti VISlB1UTY TRIANGLE \ ,• 7" _ — _ ,• co AP V: - >_-_I _ \. �_ / -? 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Ltf'IU `ram Or IIII t / . i/i r / / .To 1I����.t�Eo4,cri,r..nT p T w ,n - 4 l l'fi 7( 140'rat )l4 74 - , , .,,,7. _ �; 1 , • i _ -� m ,/ Nom:hL16N ALL • ' \ .s• I� VI PICNIC AscEAS AS ]1_,_ a'.4 Sfe>' STPn. Part %/' �\ j l l� 1 1 / ' \ .o` // \, �, s.v>✓N 6r+ ZI11,verAllii p } // E . �; �- a "L -ice ,,4ATG '/2'DO.STEEL OMS A; �1 ' 1� _�i b I .I I n .'-b'OC. SUPPORTED EI a/a• �/ i 7 • Dlh G'EFL 9AST � /� ' O - I IRCDOX 31i6•STEEL. pL,ATG �.._^ ��� _ ■MANIC CIVRmotes 1 i s'i —�' MW.NfACTURCR FAY(AFk=REti toM•- ,o x,ETh5LE COOKING GRATE / ' I / I , I ! -1I I f io' 7 5' fk1L1EL N.. +-1G"9fiLVf • _ -10•x 10'.�0 5T E!`!_ EASE MIJITE NTH ,` 11. t • N l I(`'EC, 'I �: ■Dr'L4�vEQUC xt•L - if w 4-V2.b ST/°JNIL`JS 9TLEL ANCHOR 1 I - .)6 ��"��_ { DOLTS.TACK -ELD e,ocns 1D DATE PLATE. I �, \� f 10VEL N. '�DI61a - "-'J • ,I i • I '4, if SIDE VIEW FRONT VIEW " - \ / 1 , o Is ;\ PICNIC AREA 4. �- •c ' l BBB L- CONSTRUCT CONCRETE FOOTING AS REOUIREO OT MANUFACTURES INSTRUCTIONSI O 1 BARBECUE GRILL 1 1 , •• L_ Y U •-1 .1 EXPOSED AGGREGATE FSH \7/ / Ni 11I , I i, :: MANUFACTURER-CONCRETE DESIGNS.NC. ';.,1 . - TUCSON,ARIZONA 1-800-279-CAST A LANDSCAPE/DEVELOPMENT PLAN FOR ;.•• • ; ';,'. 6- MODEL f COLOR TO MATCH EXIST.PHASE ore NOTE: NEIGHBORHOOD 10 PARCELS K,L&M Nr- ..•.� I; 1 .. _ THE RANCHO VISTOSO MASTER HOME OWNERS ASSOCIATION RECREATION AREA al - • .- -Ill 4'CONC.pAD �' 1"1:e'`- TRASH RECEPTACLE TO BE ATTACHED TO CONC.PAD SHALL ACCEPT RESPONSIBILITY FOR MAINTENANCE.CONTROL. 1- 35 R WITI1 EPDXY CEMENT ACCORDING TO MANUFACTURERS A PORTION OF THE WEST 1/2 OF SECTION 24.T-11-S,R-13-E.G.&S.R.M.. SPECIFICATIONS. SAFETY AND LIABILITY OF THESE FACILITIES. TOWN OF ORO VALLEY.PIMA CO..ARIZONA. 7. TRASH RECEPTACLE SCALE:1"=40' 0-2'-- DATE JULY.1994 -41t,..,,,_ • idio,,,„ ..._, 0' 40' 80' 120' WLB JOB NO.1931 6A-002-0200 • En.,n...,n. . .,.tern, . 5A..AF'en S. lsnaece..A.en.l«Iw.••u•e.e o•e. -RANCHOVISTOSO _— NEIGHBORHOOD-10-_--- LANDSCAPE/DEVELOPMENT PLANS 193116 A-001-0200' - L-3 - 5-19-9a ..?BplariLB :.::�: � -::° „•-M PARCELS K E&MI TION AREA - HARDSCAPE PLAN o .1 - - - i f _• 4 �� � 5 e 7 e 4 •J , '2 , f, - - - _ --- 1, .. _ -----,._ -i 1—,��___ j9pf /l/; ,.../ i i , ----, --s ,, , ° , I r / D. � , � ; ie - ea 'r_,� «, _ -— fC_ . _ _ - ? � — ' '-�• -- , • +ice _ - _ � I. '-ti17----r g ✓ �p ` J ��p • 1 =` O — N\,_ . , a_� elv. *ft , / - 4 •� o�; �,;,., r --ram�� •...o� :'\ -.t. er►I IMO 1ii o aoa �. . 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N. \ j \ •.•" -CCENTSlCACTI 9� \ J o, , • DASYLIR(ON WHEELER( DESERT SPOON 5 GAL. • ` I o = . • 5 /1, 'lel., i uFLEA GREGGII TRAILING INDIGO BUSH 1 GAL., 3' J.C- . y ACACIA REDOLENS . PROSTRATE ACACIA I GAL., 5' O.C. , :-,ti. 'l / DECOMPOSED GRANITE ly-Of a' MINUS (COLOR TO MATCH EXISTING ADJACENT) i. j 'TURF - BERMUDA 'MID :RON' S00 �. r �' A LANDSCAPE/DEVELOPMENT PLAN FOR =s / .� ..7eo�. .. .. NEIGHBORHOOD 10 PARCELS K,L&M r = =='` RECREATION AREA S4. _ r -y-__ �hl� A PORTION OF THE WEST 1/2 OF SECTION 24.T-11-S.R-13-E.G.&S.R.M.. ,_ - - -N TOWN OF ORO VALLEY.PIMA CO..ARIZONA. c .`_s SCALE: r.40' r 0' 40' 80' 120' 1 DATE:JULY.1994 , SHRUB PLANTING '..-s. CONTOUR INTERVAL.,1' \L,q WLB J08 NO.193116A-002-0200 iNiiit)01 k «:A .,ch,:«u:: LANDSCAPE/DEVELOPMENT PLANS 19311i A-OO1-03°° FrANcHO VISTOSO _ . NEIGHI OF�HOO�iO -; L— •• ., - - ,_ 5.1p-N roup .-�:�:,.e. ;;:.' ti, .• PARCELS K.L&M--RECREATION—AREA- — PLANTING PLAN , -�S 8 2 3 4 _ _ S 6 7 8 9 - 12 - l .../ 13 .4 - •' . I _s j9ps 1 (// • �' \ -'." ----7, --.--...----. �D ° 1 -� - 0_, O - / 2y l • r -�_ 6 ' ! OB,, \ ISIMS.- _ K I • _ ' - -- -,,,_1.-s *s WOOp -�__ t _ ..'T t t • ROAD - -� SIT ISIBItITY TRIA` - - _ �~ _- e�� �� _�- _- ter- ti SITS VISIBILITY TRIANGLE - -_ _ _ - 1 __ .__ .. .. -, ii;,..\ �,, ���� - _ -�$- / ! tiXr�r+D • FR�M 6i1FFr,+c YA�v tP.R I�oA'F{ BELT l..ld. s ! 1 L - �!\ 9°` �art 8 � , 1-! ��j, NDOD 1D PA ARD fS AND� � ,! :: .-.-..,---.-...7,- / /" �1 t 3(9 esa��������= 7...: te ' -- ' - 1 i "I ,, • IN.. ::;;* Aljirgrwxae,..E..%AP --, , _ ....-- . , ti j 11., .- 0---qr. ri,..• • , . , \. , .• , ,i., 4. 6' iik:,..w.,,,.....--_ _ y \� \, r • '�/ /�.ti:•- ----)-, '' Lae , . . i, • • 1 li,I I I \•/�t� , - I ` 1 °. / 0 0 Y i 1 / -,9 ' _T ///1 • 1' , ---- _..,. , I , 0 A i 0 \' /../. . 5 . -': 1 1 '1 -''''' , -6 41 t.,,,, ---N,.... ...........s.. ,, , NahNiVitioly111;f,,_ II .,,, , 14 , -i S6 ..1/4.411, V.--:- ......7, in 'iv i pal" -- in...j/i . 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'-''',,,N, ///7 i //,:1,/.///( / ^-' , i / r 7( . ict i : , . . ., , li' - 4 Obc44_k L__, ..- - • ,_____ , \. , ----_____,/ 4,145 V NIKOW" z_ A.,9)/1\,„, ,,,,', !Ilk.• 411P , --� j� J NOTES 1 t 1 142•Wh5T1<12"DIAMETER / 1.INSTALL THE DRINKING FOUNTAINS ' ° DOWNSTREAM FROM THE BACKFLOW PR MINIMUM MEVENTER l I .1 ie �� / /�� I' / ( � � �___) --, rirA1111. i . • : ••• '. � � \ 2 INSTALL THE IRRIGATION SYSTEM BACKFLOW PREVENTERS coMC�w�t u. 1 ^' WHERE SHOWN:OUTSIDE THE TURF AREA V2'NPT SUPPL( m P5IJb F- , - I 1 1 ' r',/ ROTOR POP-UP SYMBOLS 3.INSTALL EACH BACKFLOW PREVBJTER WITHIN A SUITABLY /. • �, • / / SIZED EXPANDED METAL LA-MAX BACKFLOW PREVENTER F. A 0 �v/ HUNTER PGM-04-V-30'/34'F ENCLOSURE 4 �"� - - '1 �- / • +• • FULL CIRCLE ROTOR POP-OP WITH CHECK VALVE -1_ .' ' \ - =2__ F 4-IRRIGATION CONTROLLER:IRRITROL M -IZ PLUS-B E a.3 GPM AT 30 PSI: 1/2" IPS MOUNT. �--� ' f, �` I ! 1_ - -4 b PPEDESTAL ROVIDED BY UO lT.115 VOLT.20 AMP ELECTRICAL POWER flo HUNTER PGM-04-A-V-30'/3a'TO ' ISy2. r pU9h1 [tl{t �I - ' ��, i O A302 GPM AJ ARC T OR 30PSI:UP 1/2ITH IPSHECK VALVE 1 5.INSTALL RIGID PVC PIPE TO THE EDGE OF EACH,tstt S Vil1\/L PLANTING HOLE FOR DRIP AND BUBBLER WATERING. - /_- ,',,// MODEL 3380 a9J 111 ., I \- - .O HUNTER PGM-04-A-V-30 /3aH_,, COLAR 7D • 1 � O2�3 GPM A00 PSI: 1/2SPSYALYE 6.LISECLASSPVCPIPEFORALLMAINLWEANOLAALS. I1. M/11H aB7.INSTALLAT24'DEPTHALLPIPEROSSNGTEDRAE 16 ���^ HAWSDRINKINGFAUCETCO. • . HUNTER PGM-04-A-Y-30 /3a'v SHALE • I` b: a AOJ ARC ROTOR POP-UWTCHECKVALVE RDxBr106MULT1-OUTLEfPRESSLIRE•G411 1435 FOURTH ST..P.O.BOX 1999 e6 `� R9T / "ISD ectr cow. (�V2-DIA./NCNOR I STRAINeR BERKELEY.CA 94701 Q / s _ E 80< I ('HITS ea c � n 1 p71 WI'OD I ° HUNTER PGM-Oa_V-25'/29'F 9.USEHAROIE700SERIESELECTRICREMOTECONTROL \Tuai-is ti'EOrs, �, I OW A M"VIA.BG• R Id {Ni-(If�E (415)525-2812 I I a 3UOLGPM CIRCLE 30ROTOR P-I POP-UP WITH CHECK VALVE VALVES. yr./. Lt. (� VI ` �gB 10.USE NO.14 OF UL LOW VOLTAGE WIRE:RED FOR CANTROL Alyt y7T�l-) su tP I �',.�• roc---WGLD / I / �. / \ HUNTER PGM-04-A-V-25'/29'H WHITE FOR COMMON. - � r.Jvf6 To 0 ADJ ARC ROTOR POP-UP WITH CHECK VALVE 1- in1f.- 11 I r ‘ >: �t • _ .. •steel.D•,ss_ / 1.A GPM AT 30 PSI: 1/2"'.PS 11.ROTORPOP-UP SPRINKLERPRECTPITATIONRATE: • lE1l-- - 5-�H I'tsTa. ?o•L P-' b'Iv..VERFORArED FVLLr.eriurat, !/Pv, 6+t csY `\- I / APPROX..49•/HR. .t t.(G'TC i �.1,�11UM Ho� - �/4`(YJi FOOT _ ) / i HUNTER PGM-04-A-V-25'!29'0 ...-�`� « --�-w oteovs(O CFmom, DDF r,LHSIH P-V.)?UL'0.0 ,lNFJUC lwNv of APP1avEDEt7uw �� 8J ARC ROTOR SOP-UP WITH CHECK VALVE B USE RAIN OBIRDNo.EACH PRE SP TR - -5otxet(T wrap 2Yr¢a T71aN1UN6 fb,.G/TAN .8 GPM AT 30 PSI: t i 2" IPS BUBBLER,TWO PER EACH BOXED TRANSPLANTED THE 10 DSl'\JELL / ,:1WN UNE Tt E'PUVOrArTED D•Mluw MU ♦ 24 SIDE VIEW FRONT VIEW ernJr4 Prm.+b _ _ C ,mtSWIL ' Iz4� � '� -Eli.-- ; RCV KEY A LANDSCAPE/DEVELOPMENT PLAN FOR DRINKING FOUNTAIN a sl:� o TREES A"° 5rRU35: '` G'"• DRIP IRRIGATION NEIGHBORHOOD 10 PARCELS K,L&M 1 - '��'Li.v: - �'..., �-= ;T 1 1/2". -:RF: 39 i?[. ROToR POP-UPS - L 5/ � - 1 1;2': -RF: ^,Pw' ROTOR POP-UPS RECREATION AREA _.V ... --.:..7,.. T. 1.•: TREES: 13+ �;PM. 3URBLER IRRIGATION - ••,- g'..• !for :r1oosea trees •,th,n t,is turf area only) ad-o• -6 i'-0'' S 1 1/2": r•_RF: 46 7'. ROTOR•PDP_IJP3 A PORTION OF.THE WEST 1/2 OF SECTION 24.T-11-S,R-13-E.G.&S.R.M.. l - a :S 1': TREES: PM. 29IP I.'<RIGATI.ON TOWN OF ORO VALLEY.PIMA CO_.ARIZONA. ea?M KC;REG-�Tf 9` 1 1/2": _..R:- 2' GP". ROTOR POP-;PS V 1 1/2": -.•27F: 40 GPM. ROTOR POP-UPS 4 1 1/2": ".R 43 GPM. ROTOR POP-UPS SCALE:1"=40' 0' 40' 80' 120' 410 DRINKING gi 1": TREES FOUNTAIN DRY WELL IRRIGATION - DATE:JULY•1994 GPM. 3L'38LER IR CONTOUR INTERVAL=1' 13 1 1/2": S.,L-: uRF: 21 GP"• ROTOR POP-UPS WLB JOB NO.193116A-002-0200 g 1 1/2": STALE TURF: 32 GPM. ROTOR POP-UPS i;iit laitiel t A .- 1-.-40' _-. Enq.n•t„n9 • Plannrnq • "-Y." BANCHO-VISTOSO NEIGH�ORHOOD 10- _ LANDSCAPE/DEVELOPMENT PLANS _ _ - 5 - � L/na•upe Mchit•c,ure.U.e/n Oesr9n - 193116 A-001-0200!.'-�, 7�.T 51994 tailpiAnD3 _PARCELS KHL&M RECREATION__A�- IRRIGATION DJM •aa•E B.o•o�/v K -.,rso"•.to•v 8Sl,r 72.a81.700 - -- -- --- ---. .-------- t , , . 5 6 7 6 9 10 11 12 13 14 15 1e w --♦'*' :- 9'i'D1•.4411 STEP,PPM bade .- ,re ua, .rites.rA...r... - . M Y4•tat � � ...•�M... r yr•.�•....s n.•.� -'•r 7rj•F.c7 11J T'11K�.►d!D ..R a........e't`1•ef y1W.a<s T OW.v....�•.s II .. s' '. rT{Mc,r I�rLT1Ms r.ac,.T Ge.+� K Co{•{G. CG.11C�y ® r 411•1•.•.•....ILL....u e/ea- y.�1cM.IV �Ti-1J h�ea- \ F4AX•h( of •"�"- -so �- roes+rwo.�rr ac C�i � _10 G.r..Gar= .. T1/1►J H 4A•.L �'fTF«en t�...l �A.y •� 2� • VS,T b•LT .4 L �N ^' rear 1r/e. r � j ; likIw•_ I.1•ID L�. O T .\ .ter Oacrwi(Nei}-e►4 - — t�SH La I B POST OPENING =I1�' xJl•t,oiLr1'- , u.1c_rigor.�. vssrufer�. ►eav, xtu. .t-1I ;II QIIHIIHII ` 11 •W srr�eao�T i s:= I, 1 .yuat, Ka fo!LLYY F+D'AND K4 ,- -� wa.a r r . ` Goa♦t- TTi cllttic►tT -� ;• •,." HTti• Ire".H►' iT I'- -__•;-�11•.w Dank MO..al SLAB[mum Finkel. uvT GaM.uT M+*e w b1I Y _._.O� �L oorTAa>•D s•s10•s�t ,• c.....sw M.•.••W Or.i. r�ti.aTr�i.t►�rT w,Tu Ta•�..t: rr+a..aT+a.tti►1 �ij tO .L. l2 y =- © • --- LcvAtl.W ♦-rc .11 sa ��-.� ��- N1y tL� / L KT L ..ofaY NV IC 20-d A STEEL BAR(.••..s.t.a I) x. Wr.Tc IgaT1W14 1 DET L- 6ASE /W D Fool 11J4 HT. leSAND VOLLEYBALL AREA €0 VOLLEYBALL NET AND POST ® PICNIC TABLE • BASKETBALL STANDARD H �•. .rr�..rob•IMF•r• smog mammal. 72.�. Wt t- T•..rr.rr.� ...a.r.r�r.rr• rr..ra.rrr 16*--$3' 22'-e `T-¢' T'-6' 2'-S' �' 1�}4dl�llaDj7Y�iTM,TO•♦Wy �� oou.rwswa ------ ' --1-- — -•-K•veer giro..r•rs Wo,.T1.r [• 1 1 -.•'� f 4t7 - --SIDE LINE • a'MINIMUM 7 I, 'pYwo ezi .“44.,Sr.vAntA. rtrrarz,d `,.lJ�i4-s. cocr�G-pfc Tofta2viow F`41 g-5 S"r�1Z a I CLEARANCE • I ��`"'°""sw+r..�►i....uRrw - Q�b,,R�,,`,/�iOl -`3t^e).E SERVICE `v I l',;(e •..'•hµ ; L •o.psRwo�iur. * r CENTER LINE `4 v�+�( ,.�,�`� � Z AREA AT 1 1 T♦� lJQ6 I 4•WtDE w EACH ENO o I ' �• , o,w,su.o..r • Y rL� +*rl.t� t�l<•JI.Ls b Iape e.oe re Sae .. -.a f A Rs. k tt it k9Re..F�iaRLDF., 1“ra f Y SPIKING W F 'c+i Ni Seto..-Wa�•tTew owww 1f?06TS cOu#TSI �er..•ra�r•.ri•o.•• • (-•4 FYtti►t .1 rr wwnr Ar s•r awa+.► v LINE Wp< I --- - r c..+T ., INOTE: i•,o O z I --'•. - Ill 7a`�•%`'MP�ea�t�e_�c rc..aAr."�o a.e g� R( f 14�J{T,.-, ,, u+ 1d,CG 2'L110 ./�`(-I-Lo1+R r I ALL LINES ►-. C i .� sW wwc �� 1-Laea c,LA-LA "I ZOUR f' '+�rt:D�N1,./Qil'.]f ,10E,, -t(`.,10(6. ARE 2•WIDEZ�o 20'MIN a I c.11cs.Wey IcL FARE. sJ I 1WOfL'►11JUf1lR1 9r 1•C.W. Or Gp+TR/1CTIO41 .iCiSWT! N b: ALL . F F I NET-. I C014TRACTIDN 7osdA TO Ot•TtstlWtD oovN OH 1+►•Otte(POL.,.Aare) 1 •••�••, ry x r+un cno or o nws+oN MINTS n a U` I I `efri ' -Nr1`{Gp1-F( AWto tO r OI.eiv,a6- 4-1`xi�E '-� J - Ir.or • NW /; T' �11.1 1• � L. wi I r o •0 3'MIN-POST vMncc a.. r•r.•..v w"e..s, 0....t N.• aulleanwW M Arree e► H sw..gr.--------- uq`�`.af.t nes_ y. I t�1-vWitt44 OW. PLAYING SURFACE SAND BASE \----k4-1.- _ / .. 3 fsu,Ausa .•• ...-..., L-Q (— LL •.rr-.y n�ertu. GD•..T 4...T @ E le SAND VOLLEYBALL LAYOUT AREA 4!) GAME AND PLAY AREA CONCRETE CURB 8 BASKETBALL COURT LAYOUT PLAN 11 COURT CONSTRUCTION NOTES E L-6 L-6 1 1 y ExP,1(C�L1�CL� 4`r11414 ams'A:GorW' SING 7-141Z'a4�t Uk(.56Yr)' � �. r \_.._v______4.41-*1 _ . . Win _ •Aa.�r+s.ue><s w1+c `i- COF f IFJ1-R +'O edit i- ` _.T o sA/ax r�atN 41,E1 •- ' o�tA- � - II1?•Ovatl-Fi*KIf • • / gy(,•r1•w�A art ! ye R/Jxl- (Don(4101e0 v.v,r v.u,c, A 4"•rtcfac. • -1,10- Tool®EDGE(t lir RAolus) ►2`2CaN✓ Dtf• CONTROL JOINT SCE MAWS ,....,. xe FLAWS -_j .BF To Bit I'•'- ' 4'cONcTE PAVEMENT TRo► 1"TaP • �- • • MIMI1111.1$ __I'i1_ flo G1J'•f•b•0• I Jt'vt9 I p1 I ALL GA•JIR0. 7OKT'S .. ���'_L-- �LT�1!!L!E&� gnu ee **ANT a+ • •11._. � _ I i�1� II'I ilL_I ;r «,e e,,•a To _' ex Slv14 brt.� w C p`...%Tf': LIB j. •. • 1' _.,' -�Y 1 j'1- IMIZ rAc.+r or mNrRAcr lo►W ..Awe •': ! C ,; \ LI ti�,i�{�t - 1 -�__ M Id ALi m.•noncTwlW+Arts A K . gin 1Q EXPANSION BEAM (Tr) • TvaWto DAM se soes, hHmms:.s.Nc•1W. o�p 4y or or/wow Goan n rv: 'f,9 1C�Tfv suety w er ► ' �-��� ►►`i1,41%.t�kee a`Level...° ; . . nWleroowM EDGE K a1.16Qt11 �Ol o �AG1'S rs t� o> r31A�f CiYf== r°o. i+1 .i "-+*s`+•� i r10',- ,-I = 1 -=ti111_I�i C UP�f� �Tla.• r}ctl a•you+ro•1 Qwc/..P..•._AT 4.s!'Ji•LL asieN�c1....A. 3 As w/.1.� p.a•art s1e+•T s•w:.s.o so of r..c,.r fSVL1TekAL1N1 te1GoF ( 3 AGo►)G LOtxzfb a II fret-G, CONSTRUCTION JOINT 0 VOLLEYBALL ROPE TIE DOWN 411) CONCRETE CURB EDGING - 420 CONCRETE TURN DOWN EDGE 41) CONTROL JOINTS - • l A , D.,• .T Sc..* AS NOTED 'J 0' 3.•.... A...,�' ffhl IDiciehlJMIllWI0RBI AI'dIZ:r WAk E. ..»• , 4`t L-6 ♦ • s o... a1�f994 •, •AVID 1AHES =' 8 B1IUMB Or*«:n T•.cwn.ro o'.•oe.r....nro... T 1kK1w1ET « ar...•a K.JAI Cucamonga.-d Rancho .. PARCFI S K &M RECREATION AREA DETAILS ,�,,� , . T.„ E•et zone 8.•v p M e57„ ea,7•no T SneH Ti11! 0..•s.o'•e C�eckeC Be OJM �•q 1 2 3 4 5 6 7 8 9 10 „ 12 t3 • 15 I. . trip s J e I �Yt4 co.,ERELeOw TY►. K rt co, STEEL T 1 t.JO•it:Root >Izc To Cc -sCtt4o PYC PPE sLeEYE 12'11JCGLI TIWi 4 DRI L 20 1/2-HOLES INUPPER W.AVOW Avse 1 . e LL'•xzecswcti 4 oor HALF OF PIPE SLEEVE r �� LL.T.:orelo r-c,.n 1�r c+w1.LL BUBBLE -111111.1 .` s.;ivr rrs r rs.v t*�?ass r�am... try-►Ilr'6�.,L tsE 1<+s : � CARTE ENCLOSURE • DIST.TUBE-TYPICAL P5.544-4'CX.F.P rut.4 e.E.�GII (cc..TOri KG?JE KtIo05 ;i.�i�.L"+ram::- -mil4=�L'.'��!•:�s� l - � , ' MAl(.12',TO 3'ABOVE GRADE n1E OF N l r2 C.A.GeLs/- ii:.,i i�s•i..i i.:: . GRADE ems 1r � COPPETi L2BON T� EMISSION POINT-TYPICAL FLUSH END CAP i r�I.�.- sk, w�c/c�I�rz IIIIII h'A: -•.-- }-__, �• a. �� GRADE AT 2'ABOVE GRADE �� ll2'PVC ADAPTER 7,777y ,,,,,to F.v,504 # _. , PS PVC FLEIS HOSE 1 i1 AI _ MOW- I. TREE ROQi RAt Raj{ L -' 9 ` ` W'SS�b F 1 N 5 . ' •... gAL1 6-R COIr>C ,\ s GAL.AND �\ :•- \� !_!7�_ \ LARGER SHRUB 2 GAL.AND - _ T�6 III An 1'J �_COPPER PPE / SMALLER SHRUB 15.C.KAILL r1/ ' _ - nu.._ 27•-% , VENT WIELD • /• �-' O1D6fJC 1b"�E Y/ITH EDI 1=. PVC i \ /\\ / r AND GRND.COVER ✓.INIJC f15'n.+_ •` SiEA.'arc sat -IItti1 =;• -�/ \\ . )\ ,j mpsrrrE Ili 11111/111111111 SCx40 PVC RTT1No ' �-Sire. TOE�p PVC PIPE AT 12'BURY • MLATI—OUTLET • BATTER 0 Tree Planting Detail (11) BUBBLER INSTALLATION_DETAIL R.P. BACKFLOW PREVENTER EMITTER PLACEMENT DETAIL NTS N.T.S. el N T S FURNISH THE U IKT WITH FACTORY INSTALLED NOT TO SCALE WYE STRAlrER ON lIET SDE• ' p - sr • • INSTALL AT 4'ABOVE GRADE. ' SIDEWAIJ,CURE, -----_, LOWER TO GRADE MOWING STRIP, <r` i(--AFTER FIRST MOWING WALL ( COt(TROI LER .4 � - •• a..,►r.-l 0IIIIi:II-Ittf— GRADE - N. n (—ROTOR POP-UP : �I — l� 6 Ni .._ GRADE ""� GRADE USE ONLY TEFLON PASTE-THREAD • �Iif SEALANT ON ALL THREADS BAC 1f.ILL-Q0 COMPACT 111 W/\ ASC L� LOCK VA / CARPET PEDESTAL N .— — _ ` e'PVC PIPE NQ12BAEfRQMITE Y r CONC.BASE-3'BO. P LATERAL U►E PIPE p�lb III I�I� GATE VALVE ( 4 SCH-BO PVC NIPPLE r pOpl_{� — — ` PVC ST.ELBOW TXT S/B'XB'COPPER 2X4 BOAAD,USE 2 PVC ELBOW TM GRADE '_M (l1i=Ut= ' GEM.moo W/ctAA� MAINJNE' — COMPACT FILL - Z 1'PVC SW3,ELBOW 1/4.0:••'• I-1 f , E712-SCH-BO PVC NIPPLE LERAL LIRELOW VOLT.VALVE WIRE - PVC ST.ELBOW TXT POWEiCABIE 117M/VOLTAGf WIRE :"::t;r.:_::;'; __ LATERAL LINE FITTING W/TFRD.OUTLET IIYPVCS\A� R ELBOW r• BIE AND TAPE TO MAYi1FE EVERY ao I III� III�) II tr SCH BO80 TOE NIPPLE_ • POWER CABLE CONC.BLOCK ROTOR POP-UP DETAIL PEDESTAL MOUNT IRRIGATION CONTROLLER 0 E - NOT TO SCALE NOT TO SCALE Iii) MAINUNE TRENCH DETAIL 11 GATE VALVE DETAIL NOT TO SCALE L-] NOT TO SCALE E • II I - • SIDEWALK,CURS • ACIAC.M(Wha-, ' a GRADE O Wlll, 15 i/----rilt ( FROM 515Z4.41 1i • - =•- II= ' /. TUBING STAKE ,DUST CAP `PAGAZI U 111 II-II REMOTE CONTROL VALVE • -•-•'.�I =11 G. C.VALVE �w � � • PLASTIC VALVE Pv� '-�F - ROUND am ACCESS BOX _ MAX10 LENGTH III . �1 b '► 1[I GRADE I PEA GRAVEL r a.` _ r� n N • �1 d / i 6, ,..,..,;.,..,,.....4, ENITTIIi • i9 L" MASTIC VALVE BOX W/LOCK UO III ' `� - —I CONTROL.WINES I t�III 4'GALV-NIPPLE C C . + N Il BRICK�fSE FOUL ET(TTER ACe,S SLEEVE SCHI30 PVC CPLG.-, E • ei PP{PPPGP q� MAINLINE FITTING I PVC ST.ELL TXT SCItso ; W LID �� 1 . CONTROL VALVE MIA Y*, VP.44 Of VoLUM�ti ` _ I LATERAL LANE I -...ATV cull. \ PVC ELL TXT SCHBO I SCH 60 PVC RISER 12 SCH IX)TCE `, SCILBO PVC NIPPLE-! -IS' I NIPPLE •Rx� �Il.'�u�VR , ::C TnNG-1450. ,- rBUSOURPVC ST.ELL TM SCHBD MAIN LME FITTING e ::....—COMM.WIRE GROVNDCOVER INSTALLATION QUICK COUPLING VALVE DETAIL EMITTER INSTALLATION DETAIL REMOTE CONTROL VALVE DETAIL 6 L-7 NOT TO SCALE NOT TD s�uF 4111 ® NOT To SCALE USE RAIN BM XBT-1O-6 MULT1 OUTLET . • PRESSURE COMPEP ATWNG EMTTERS TN:IL-OUT THIS PROJECT. . ` 1 • t A • EN..,....y R.,.....� U.N."... .. AS NOTED �� t s"" ......• '0-»- RANCHO VISTOSO NEIGHBORHOOD 10 �_1.I'MSM• a I T 0go • 1,I�I` • . 1 M it. '' �.-7 it/rB iNIATLJE3 �•,a•. .^'+,,.a. .•,-^. -.. .CIE 1994 /`.•AVID`i y roue :.ut..,9..1..« T ETAILS .- e. wta _ c�M= .c .. .�r., ei,1 se •.so ; �' lkK4wy['1r-1., • V 1 2 3 A 5 0 7 B 9 10 . . 12 13 1A .5 1e ` r R GENERAL CON0I MOMS LANDSCAPE R E GRADING NYDMO SEEDING MASONRY 1• OAK • 1. ALL BRACING IS TO K TRAP TO canaries oast YITN KRtSK CLOTS AT 1.ONO I. Itlal/T l0• E. INSil1l OBEY M IDOIE(pfTNOI VKK P(R ACCf SS BOX. 1. B[ft1l RION 1. aNLSl1t7 WITS Mil K GIIOE■-II WITS C,ONOPMIi h M LATEST A.S.T.I ' OOtlSP Of SLOPS TO ASSLIKf swore AAD[oC1 IIIT14 TI VI WARE SHALL BE I KSIGMT[D Cl-M7 ND I■ACTT ION M aWIREJ(1RS Of M QUAAI ITt.CeM�t M _ M NODIFIU110NS MD UNEKAL COCITIO6 NER(1■INCLUDED SNAALL SE A PART CONE MECCAS SLOE SEMEN COCTOURS YITN ALL GRADES APP001E0 IT MINI Mid E0(CUTE FINISH GRADES CONK FIE,AS WQM,AID AS SPECIE EEO. F. PAC PIPE. M WOK(MDEA TNIS SECTION WAIL CONSIST Of FUVIISMIMG ALL MTEIIALS, STA/CAROS O M COCRET(NILSONI ASSOCIA11. OF M CONTRACT AND SMA1I APPLT To All(091KAC1.31 AND SUB-COFTMCTOF.S. TO PLANTING - , ME PAAl9 TM,SOIL AND AMITI9 M SEED TO All ARIAS DESIGNATED ON M t 2. QIQRIO. 1. KICK DEPTH, MIN LINE Al 10•SOLI COON. fttO.7ECT PLANS [STA■LISAND tT M ENGINEER. SEEDING SMALL SO►E1fOMED 2. PORTLAD COMET Sw.LL WNW TO A.S.T.N.O(y9GATlON C-ISO. 2. ACNE K ROW 2. (O111AC1.TO WET(ITER!.GRADES AT POOPERTT LINES AID IS RESPONSISEE UT(RAL LINE AT 12•SOIL COVER I.ALMANAC(YIT11 M REWIKJEYIl Of RASE SPECIFICATIONS. FO.F1115N GRADES IN IAIDSL PING MEAS. OwLI TO AMAX[Ail GRADES. A. (INISN LADE TO ELEVATIONS now OF PLANS. 7. MORTAR SMALL BE FRESMAT IREPARED AND UNIFON(1 AILED I.M MATTO IT M (ON1tACT. SMALL MEP AT M ION-SITE A CAPT Of M PLAYS AND 2. Alain*(LEANANNE FOR PIPES IN COMMTREKA SAIL BE A'. 2. MATERIALS VOL UES OF I PANT GMAT../2 MET TINE N ND TTT,A-1/2 PARTS SA ,MD SHALL SPECIFICATIONS. 7. DNA SEDS ARE TO BE GRADED, TERRACED AS NEEDED TO RETAIN 10AIGATId B. GRADE p00TH ALL PLANTING AREAS Af1ER Y((DIK,SOIL IRE►ARATION,AO WA11. SOIL CONDITIONING MATE SEER COMPLETED AND SOIL MAS SEEM TAXADANAT 3. TRENCH YIOTN SAUL SE NICE TIE DIAMTE■Of TN PIPE KIK A. SEED. NE SPECIES.ST11AIa I ORIGIN Of SEED WALL tE AS DESIGNATED ' CONEORA TO A.S.1 S.I.R.KSI Tut(IN(PUTTY SHALL K ONA11ED.11O C-2MAIM70 270. If TO A MTON ASTIC TOP(UMW IS DUD. Of KDCK. M PLANS, SPECIFICATIONS AID 0110l CONTRACT OCCU(ITS WILL GO►EA TM( ' WATER SETTLED. INSTALLED THCR(IM. IN M SEED LIST. WOK. PAYTON IN M SPECIFICATIONS AND NOT ON M PLANS, .d 1M( A. ALL TURF ANUS, If INDICATED.ARE 10 SE TREATED AS FOLL0Y5- 6. writ SALL BE Of!IOU.(RSIST(NCT AND NIIED la THEMAT1O OT ACALN[S,1 PLANSPLU A NOT IN NE SPECIFICATIONS.SMALL BE AS THOJGA WmOR ANTIONED C. P10r10(ALL(ANDES FOR NATURAL 10.00.4 WAT(t 51110UT LOl SPOTS OR 4. US(►VC PAIN(.ON All SOLVENT WEl0(0 SURFACES. M SEED SHALL IR 0(L1K9D TO M Ptl7CCT SITE IN STANDARD,SEALED. PART(MAT. 3 PATS SAID.OR 1 PART C(N(N;N, 3 PARTS SAND,2 MATS PEA IN BOTH A. TO 4'TO SE AII10v(D TOP SOIL AND 1•ORGANIC MTERIK SUN AS CM POCKETS. ACCURATELY S(1 FL. LINE GRADES AT 2 PERCENT NINI1lM UDrMVAGED CON1AI*AS. LAN CONTAIMI SMALL BE LABELED IR KCOMDAAC[ GA([l. MWail GRADIENT UNLESS OTHERWISE M01ED IN DRAINS. (15UR(ORAI1Ai1 MAT S. INSTALL All PIPE LIf1 0ITNIN PLANTING AREAS,AT ALL LOCATIONS WITS MUM REVISED STATUTES AND M U.S.D(PMMNT OF AGI(OTLRE IMP ALL STRl7CTLAES POSSUM AAILES AND 0GAAl10NS WIDER M F(0(RK SEED ACT. LABELS SHALL S. ALL AO.IKCNI((NS1rC11ON SMALL BE TIED ANIMA VITA STEEL KNKIIME NETT. SALTING JMPIOr5I(NTS V0 P1.09 Al THE JO. SITS, F.S*0. G SPECIFIC DISPOSITION IS WADE ON TM PLAY,TUT SPICA COULD BE S A-50MILT ASSA(0 TO 6. Am 2 C.Y.PER 1000 SCARF E(ET OF AAA TRUNCATE M VARIETY110.0 . 5141■ O SEED, M KC(n AGE OF INTTIFCRE PITH M LIISFKIdr CONNECTION O M JOS SHALL BE NAMED AID 0. FINISH GADS SMALL BE SIW1N,EVEN AND ON A WIFON PLAN(YITN AD 6. Kl PIP( PASSING UNDER 1MLKS, SAMS. AID WALLS WALL K GENIMTION,MITT AND KED CONTENT,AND THE DATE Of MAITSIS wTCN {. CONSl1U(I1ON WEL BE OF M AIMS'MMLITY YOKNANWMI►AND All ROLLS •ISPOSED OF AY M CONTRACTOR C. NOK INTO TOP 6.OF SDI, [LAOR7►TIONCMASK(S OF SURFACE SLOPE UN1f0M(T KMEN DRUG SPOT SRE(000 YITN M►IPE WALL NOT K MORE Trill A 10NT16 PRIOR 10 M MUTEST DATE SHALL BE LAID TRUE AND PLUM PIOT IS IONS SMALL OE QINIMLCD TO.EL ADJOINING COaSTRI(T to 3. NECNOOE ON CONTRACT OOCUIE.NTS D- SALE TO ATOM DENIS.CLAPS.ROCKS. FTC , 7. INS1ALI Ail CAKING LINE PIPE 10 111IM12E LOP MEAD DRAINAGE. S. Y000((LLUOSE TINA NNL(1' MTUAAL AND CELLULOSE FIBER SMALL NME E. (ANDES 101 OTHERWISE INDICATED SHALL BE UNMAN/L000LS O SLOPES WS(PIA SIZE CIRCA 0K0ES,AS KNIa0,TO((1A1M1[LW MAO THE PROPERTY N DISPERSING READILY IRA WATER AND SMALL MANE NO 1011E Mt MORS OISCO0ERED Sr THE CONTRACT. I■THE PLANS OR SPECIFICATIONS E. FLOAT MO f1NI.TO SPECIFIED GRAD[ BETWEEN POINTS w(a Et(rA110A1 ME GIVEN. OR KMEN POINTS WING(. EFFECT SOS CONNED 011N SEED O OTHER ARTERIALS. ►.COLORED DT( SHALL SE IMM(DI MT(l1 tROW17 TO iO ATTENTION OF M CLIENT. IF THE ESN/ALINED tT YK[S,PATIOS,CWS CA CATCH 1*5OAS NO SE U . SHALL SE SMALL BE VELA•.`M00 CREAM( CLIENT CANT REACHED MO THEN[ IS A CONFLICT SEMEN CONTRACT F. SOD AS SPECIFIED CA PLANS. LAY IN 11W1,STRAIGNI►ARAllfl STRIPS S. MC.F ill'MURIA SHAH BE LOCI ERE(. MACKF III I■ TPCM IS UIIDUS TD PLANT GRAFTS 6•LIFTS TAM.WAIL BE D(IIVOS(O la UNCAMGCC ATAI SAS LAR(lND AND LEANING 1OCU(N15, THE OOCUN(1T NI(,1(ST IN PRECEDENCE WAIL CCOT10l. M YITN STAGGERED JOINTS. WICK MO POLL TO ACHIEVE SNCOTN, F0(N AND NECNAAICALIT JAW OR WATER IS. IACKJILLIK SHALL BE DON( M IAA(O M NONSKTUR(A ANC SMMOYIA,TO All-My PCIGNT COr1lS'T • FINISH. la SUN A MANNER TO PRE9MIR FUTURE SETTLING. WCULD SETTLING PRECEDENCE SMWI 0f OCCUR YITHI5 OM IEAN.THE CONTRACTOR SMALL MARE REPAIRS.AS )) SP:MIZE AS SPECIFIED ON PLANS. SIXONS STALL SE - C. AMO WAT[l SHAH BE E SARI OI SM SHALL O,SKIS O OTHER ENGINEER BSTANCES • WANE CONDITIONSIRECTED,10 1A CONK(TE SAIISfKTid OF TO PIN(R. MAAfk TO PLANING.pM SOIa( WAIT BE A►►10V(D iT M ENGINEER • M DETAIL 5P0(IFIUl la INCORPWATEO 1/6 TO I/OI/2 INCH DEEP INTO THE SOIL. CONTRACT. P(I0 10 USE. • • LARGE SCALE DIAYINGS(DETAILS) WALL ROIL SIMOMS INEDIATMLI AfTEI PLANTING AND WATER A. PRESSURE TEST M MANIA AT 100 PSI FOR TV)NCUtS. PLACE • WALL SCALE DRAWINGS ST0lM YITNIN TNIITT (30) MINUTES OF PLANTING. THE AREA ENOLA. SOIL 10 MEANT PIP( MOMCANI. IEA0IK AMR( ALL O. C10R1CA/ HAULMS: CAMICA. FERTILIZER SHALL K (I A STAMM I SMALL Ms K KEPT CON1155.0 SL/ HOIST WTII G(*IARTION TAALMOEC AND SOLV[0/SOLO COI■ECIIONS. ALL LEAKS SNAIL BE fJ■MECIAL 1(STlll2Ct CaflAISIK TA AININM ANALYSIS. COMICAL CONCRETE OCcuRs. CHEAMCALS KPAIRED.FITTINGS REPLACED I(50 DIRECTED. f(R11112E1 SHALL K 1IAAISHFD IN STANDARD CONTAINERS YITN THE NMI. RIAS ♦. KNACK m ALL *1(5 ALL LANDSCAPE AREAS IDIOT SEEDED, NIT PLANTED, TO BE TREATED YIM 1REFlM PRE- 1(IGHI MD GMMAAMI[[D ANALYSIS O M CONTEXTS CLEARLY MARRED. 1ME1 I. CONCRETE MD KL MATERIALS,MATS MD EWIPAOT fUWISHED AT M CONTMACT.IS M KW S. (NAM PLANT ART(RIKS SPECIFIED SMALL K TAGGED BY OMEN AT PLACE Of10. PRIM 10 INSTALLING SP0 SACK WADS,TMANKAG A BLUES ALL PIA A NIXED FEIIIIIZER IS SnCIFI[D,SUCH AS 5.10-S, THE FIRST KAMA AWL BE KW,RIGS GRADE,MD FREE FRd DEFECTS. NATTY Of Y01C SMALL K GpfTN,Ill.TO WAND OF CONTRACT,TO K NOTATED AS MAl OF M NON[. QEMUNI AT MU O 4(K.Of AUTON AILED VITA ISO GAL.OF WA1EA/ACRf. ARIAS, CM ALL RISERS MO TEST ALL LINES Al M PILAU WALL REPAIS(NT M Alaimo(PERCENT Of WEAK(NITROC:N,THE SECOND A. CONCRETE SHALL K A NIMIAUN CMIESSIK S111EKTN O Mot PSI. IN ALUM WIN M GENERALLY ACCEPTED STADAADS. MATERNAL WO WOK •TAIMK[PRESSURE f10N(TIERING WAKE. KPRIA All DEFECTS. MOM OWL REPRESENT M MAMA RECENT O AIAILAO0f POSH0N1( MNAL1TT WALL K STPJECT To THE CLIENT'S API1090. A. ALL PLANT MATERIALS SHALL CD/WOW 10■ASEN/SIAFOAKS ACCORDING TO K(D.AID NE TNIV megaSNAIL REPRE SENT TN(AINI*,M PERCENT 0f 6. 5900 A0F LIMA BE CONNECTED 10 A PINTA.Of Ma PROCTOR. M(R1CM ASSOCIATION Of NURSKRIOO, INC., MC SMALL BE FREE fed G. Iwo.. TAO !MIMI1ON CONTIOLICR Al TMLOCATION SMA?R ON TA M?ER SCRUPLE PITASN M K TEIIALS MD AD I ALITY NOT MANNING TO TO KPUIREANTS OF MS1 PESTS,EGGS,DISEASES.AG TO K REMES(NTAIIV(OF SPECIES IN SIZE. BANNING.OR AS DIRECTED UT THE ONHE - OC. SOIL WALL BE XURA TIED 24'A MORE PLACING COMMIE SINS. K BELP SMALL SE CONSIDERED D(1ECT10E ANC WILL SJECI TO REJECTION. L W . NO ALIIT,FOAM,COI - T ROOT MusD.DMYY.(0 OR SU.STMOMO IN ANT 3. CAMMICTI■a*MIROOTTA WOANSAIIP SMALL K OF NE LEST 9Wl11Y AND AL WO L RO(N SHALL K W11TN11 BAT. ALL MATERIALS TO SEAR ORIGINAL LABELS. H. ALL MARS OF THE IRRIGATION SYSTEM AND ASSOCIATED[QUIME01 WALL SE 0. REIf ORCIK WAIL If OEfOMED elll(1 STOOL CONE ONNIK TO A.S.i:A. SKIRTED IN M YOK WIN MY PERFORM. ADJUSTED TO FUNCTION PROPEKLT AND SHALL BE WAR OVER TO THE OR A. GENERAL: SEEDING WALL K CO M VARIETIES SPE AN CIFIED, D WALL SE SPEC.►-IS. IWT(RNCOIATF GRADE AND A.S.T.A.AJOS FM BE(OMAIIM. • S. OMEN SMALLA(AI(Y AND TA ALL PUNT NUPTIALS AT NURSERY AIO PRIOR IN NU OPERATING CONDITION. M CONTRACTOR SMALL MAINTAIN THE APPLIED AT TA RAT(SPECIFIED ON M SEED LIST. - TO PLANING FOR 0000NNITT 10 SPECIFICATIONS. IMICAIION SYSTEM UNTIL FINAL ACCEPTANCE tV M DINER • • E. MIIIAII 2'CIfAAAK(KMEN[MIN AND REIfOCfI(NT aNEK RfRY I■m. M CON1M(TOR WAIL AMITY M MINCER AT(EAST TWO DAYS MICA TO f. OO(lt TO K OAK OD(0 A DIMIAUN O 12'INTO CONCRETE H (, AIR RANT 0(OED SMSTAIOMAD AT OM(l SILL K K10VCD lAOM SIll MD IRRIGATION 1. M(PfTMCIOR SNNALL RE7OVE Kl AOC[S,EA((SS O1Ri,MD Kttli.AAD MAIMING SEEDING 011001106. KICKED NY CONTRACTOR AT CONTRACTOR'S COST [•MIMNI TA.THE SITE Al M COMPLETION O M YOLK I. Of]FEI/L SEEDING OPERATIONS SMALL NOT BE NAf0A100 WHEN WIND POURO PREVENT 2. PLACING CONCRETE 6. TOP SOIL IS 10 K LO CAL,FRIABLE ARTERIAL OF KC(PTAI(E QUALITY,FREE!ION J. NEC•FIMK (A TOR SMALL GAAM1[E All PORK FOR A PERIOD OF ONE TEA MNIFOMI APPLICATION Of POTENTIALS d ARRY SEEDING MIENIALS WEND C EXTRANEOUS ATFIIK Or1R I• IS DIAREIER, WEEDS. COMICAS, SEEDS, MD A. DAMNING IS SCOMTIC,FOLLOW AS CLOSE AS PRACTICAL:MAN[[NO CHANGES FM DATE OF ACCEPTANCE Of TO SYSTEA AT M MAY. WARE*AIRS. I(TO AREAS NOT TO K SEEDED, PREPARATION Of M AREAS FOR SEEDING A. Kraft MOM CONERET0 SINS. K WR[TNT UNITE NOISON7K AID NOXIOUS MTERIK. M AS TO RAKE fed{.S TO 0.4 SAC PAN OF SALT TO K d ALTERATIONS Y11NOJ1 M M10A MAMA Of M CANER OR N1S AS DIRECTED,AT NO EXPENSE TO THE Ow(R. Mkt K AS SPECIFIED AKIN. SOIL STFAIIMT NAV(SEEM APPLIED.of*OCIK IS AS SPECIFIED. LESS TNAN 100 0 E MEs(1TATIVC. - K. AT NO CONPL TION OF M NOM,AtKd CONTRi SMALL FIRIrISS TO TN( f0U1M(NT AMC*T110O5 Of OISTIINTIK SEE01NG MATERIALS SMALL K O. COKaT(WALL K((DARED TO TA POINT OF POINTING SIKCTIA Fi01 7- TAUS AID DRURS TO MT(SOILS SAAXER AS INDICATED. MAR(OUT TADS( IN O. M COITMCI0 WALL VERIFY AVAIIAAIE WATER PRESSURE ON M SITE. OWN IN A T(RL(RING SHOOT 1)CONEY(CONIROL(A.(RATION AND SUCH AS TO PROV IOC M MN AID UNIidM A/n IUTION OF THE SEED. *MOO O T000K5 OR Sy CARTS.me SMALL NOT K MAN MO CARTS M TURF AREAS►910 10 FINAL INSPECTION PRIM TO 5FGIAIIK WORK. IF WARE IS A DISCREPANCY e(TVIEN THIS PATS NANANL:2)OWLET(ELECTRIC CONTROL VALO PARTS SHEETS; 7) MULCH AND/OR 0 LIE MT(I1KS Ir KCODACE YITN TA S►(CIFTCO RATES. FOAMS WITH A FALL O MAE THAN S1I(6)FEET. READING AMC TA NINIA.MISS.(REWIRED, AS NOTED CAPLAN,► N, THE PARTS WETS FOR EACH TYPE OF SPRINKLER WAD:6)COVLCTE OPERATING MM.(t TO INSPECT JOS AEU.ONE KAIAK WITH CONTRACTOR MAINTAINING JOt CONTRACTOR SMALL ITPWDIATCLT NOTIFY THE Uw(R. APO TESTING IOCKORE SKITS AMC PATS LIST FOR M CROSS C01N((11ON EMMESS SPECIFIED OMAYISE. SEEDING OPERATIONS SHAH NOT SE 3. COK1C1(FI11SN Will THAT TPA INClUA1K MAOYIK,YEEDIK,SWEEPING AND WA1E11K COMM MIME. ►(RFONED ON IICI5TUROED SOIL OUTSIDE THE CLEARING APO GAMINC. TM CONTRACTOR WAIL CORKY VITA All LAYS,WOES AND RE(00*PIONS OF LIMITS OF THEPeDI(CT OR ON STOOP ROC[CUTS. A. CONCRE1[SLNS SMALL K FINISHED AS IICIUtfO- KL AUTDAITI(S HAVING JURISDICTION OVER TM ANISES; THE G S. CONTRACT.TO SWAMI/Et WANT MATERIALS AS f011OYS CONTACTOR SMALL 00TAIN ALL NECESSARY KNITS F.THIS NORK. M. SEEDING: SEEDING SHALL CONSIST Oi fURNl WANK ARC PLANTING HANG( O. CONCRETE CASS NAIL K SEURAT COOKED TO OfJOCITE M EVIL WITON A. IS GAT.AID LAARG.[l-OK YEAR GRASS SE(0.TEMA SOLO.AID/0R SAaT SEED,AND INCLUDING MCCAIN,. ' COAT MD COO.Y1110AR CMI►S.CRACKS O SEENISHES. 0. M CONTACTOR SHAD SITE, AND S1UDT M MANIACS, AMJ WAIT S. ALL OMl PLANTS-SII MTprTNS CNLCONDI EXAMINE TA SITE,MD SAIL E AFAR(Of ALL EXISTING PARK *ERE[WIM(rT CJA OPERATE,M AREA TO u SEEDED SNAIL It PREPARED C. AN AMC SMALL u APPLIED TO PREVENT RAPID DRINK. GENERAL REQUIREMENTS AND CONDITIONS THAT COULD POSSIBLY AFFECT THE IRAIGTION PORK. BY DISKING,HAMMING,OR tY OMR APPROVED METHODS O LOOSENING TW C. UNIiOM STMDAID O TURF AND OMK SE(O(0 ARIAS YITN 110 MARS ARIAS, SURFACE SOLI. ON SLOPES 100 11[[►FORAPPROVED EMINENT I SENIN THE A El FIAT PORK IS TO SE 5M100TH AND f10111K la VERTICAL AID SCR1 1001. NIA AREAS OR SPOTS. E. M ACT OF SUNITTING A BID P00POMI. Fd M WORK REWIRED AID AREA WAIT SE CM ARED A7 NANO RAKING. I SLING AREAS, All DIRECTIONS. CONiKAC TOR TO WAKE MINOR ADRISMITS TO ERASURE DESIGN NfTENT. IClU0E0 IN THE CONTKACT IS EVIDENCE THAT TA CONTRAC Td HAS WOK DIXlK, *radii., No RAKING S ALL BE DIRECTIONAL ALCM THE OIANEA TO INSPECT NO AMMO ALL TOMS PRIOR TO POUR. • 1. SOCIAL 10. FINISH GRA FOR pI►LT(D AREAS IS TO SE 1• BElOY ALL CURBS. STINGS APO Cow(01011 FAMILIAR WITH CONDITIONS SITE COITIONS AND IS FAMILIAR WITH SALVAGING(XISTONG TREES s CONTOURS OF Tut AREAS INYOIVFO. ALL AREAS WHICH ARM ERODED SHALL BE P.MWITH SDDTH EVEN LIMES Al EDGES OF STRUTURES. A.-PLANTED AREAS ALL KCWIR(HENTS Of THE CONTRACT RESTORFt TO NE SPECIFIED CONDITION. GRADE SAC SIMXE AS DIRECTED RELATED REQUIREKrTS OF ALL OTHER SECTIONS APPLY TO WORK OR INNS SECTION. 10 BE RAKED AND Cam/ACTED AS NOTED AND LEFT SPOONAIO EVER PITH FINISH I LOAUII PRIOR TO SEEDING. GAO(I•BUM ALL STRL 1U015 - F. Tut CONTRACTOR IS RESPONSI/L( FOR DAMAGES TO ALL WAR M(110USlr • 2. PONT1CT100 AERONAUT BY OTHERS,ANC SMALL REPAIR AT HIS OM UKASE,ALL SUCH A. EXISTING TREES IKIUDE DOSE ALREADY IN MOLDING RNS[IT ONSITE A10 OR C(R MO fill SCOPES,M OPERATIONS SHWI SE COIDLKTED IN SKN A M CONTRACT.SMALL ADEQUATELY PAOT[CT M WOW(,ADJACENT►OOKSTY AND 11. PLANTING NOTES ARE TO SE 2 I ROOT tEl YIDiN AND 1-I/2 I N00T BALL DEPTH. DAMAGE TO THE COMPIETf SATISFACTION O THE(AA1E4., RHOS(GROPING NATURALLY ON M►ROIERTT TAT SMALL If SELECTED Sy MI/AR AS TO FOAM MINOR NU ES TARE. TO ASSIST Ir KETANDING f • SACKFUL YITN 3/6 T.SOIL AIO 1/A MAaJS 'M O■I(!.NIS REPRCS(IfIAT IrF. EROSION MO fAVOt GEMINATION O THE S[EG M P(NIIC IN COALIAA[ OITA ALL LANK MO REGULATIONS K PUNI( G. M CONTRACTOR SHALL 1U1A15N A SISTER THAT AMIDES COMPLETE AM10ITl[S. TA( CONTRACTOR SMALL BE RESPONSIBLE FOR ANR AWRY TO 12. SIZES.MAMIATR,TAPES O PLANTS 10 BE SKr.ON MAINS. MENU TO ALL INTENDED AREAS. ADD A0011100L SPNINKIEK WADS AND 2. MOO[MKlal AfP SPADING OYf CARE SHALL K TAKEN MAIM TO SEEDING OPERATIONS TO PREVENT ALL ... VEIXen C NAM TO PROPERTY CUE 10 NIS ACTS a NEGLIGENCE. NUDIST ALL SPRINKLERS 70 PINTO( FOR'MAXIMUM COVER0GK MID DAMAGE TO EXISTING TAE(j MO SHRUBS IN TO SEEDING AREA. SEED EANT ll. CONTRACTOR IS RESPOASID FOR ALL KNITS. COOIDIMTION, xO Al . (ff ICIEACT. K OMOADCAST AT M MATE SPECIFIED IN THE SEED 1101 1. SITE MAIRUAMCf YT Il1TT VERIFICATION AND MACES 10 OTOR TRADES.ANC UT 1l lTY OAI(AG(. A. All SALAAMS TREES MK Al MED 0T(ED fd A PERIOD Of OA Y(AR N. M OIARN RESERVES M RIMY TO REJECT MR MATERIALS Ydf0AN5AM1►. TWA NE OAT TWAT MY NPR(REMOVED d►CANTED. ' M MIA CM SMALL K A COM[CIKLT W1NIfKTUR(D W00 FUSER AND WILL REINFORCING STEEL TWIONMAOUT ALL MASKS BE CORSTMUCTION, INCLUDING WSP(NSION O WO NA.MD 16, (ONTOKTOI 10 VENTER ALL CTHAI AREA. ARC WY DISCREPANT IS TO K REPORTED O. Kl SPADED TIFFS SAEL K PLANTED INNED1ATEIT FOREMAN KAPPA IN K APPLIED AT A RATE Of 1000 LK/ACRE. Will FINK ACC(/TAKEN M MOJfCT,M CON1UKTd SA1ll KEEP M OAK TO RMNft MOO.TO NIOaK IN THAT AEA. I. M CONTRACTOR SHALL ANN(Y M GENERALANCONDITIONS MO MINIM LOCATIONS DESIGNATED ON M SAMPANS UNDER M DIRECTION OF THE SITE Cl[AN MO FREE FRd lUMISH AID DE NNII. M CONTRAC I.WAIT ALSO KpU1REONTS*PICA CONTAIN IfOWMT1ON AND KQUIREONTS THAT APPLY O01*R'1 ME►1E 5E1iAT1YE. Mk CM MATERIAL wICS IS PLACED UPON TREES AND SHAMS, MOADYA10 MATE Q6T NUISANCE AT CLEANING,SWEEPING.AM VITAMIN,SIN WATER.O IS. All LANDSCAPE AREAS NOT SEEDED.MIT PLMRTED, TO BE TREATED VITA TREFLAN TO THIS SECTION. STRUCTURES MD MICA MR AREAS ED U N TREES IS HOT SPECIFIED OR IS GENERA' 'TWA AS NEE PE AT. ED USf S WATER RESULTINGORSA IN NG ON MR AC S. PM-ETEOU Ni AT RATE OF 6(AL O 1R(FlAN NIXED WIN ISO GAT.O LATER/ C. KL NTYK TIFFS TO K TRANSPLANTED WAKL K PIANO AS MI GOOD PLACED I■EXCESSIVE KPT6 ON INCHING AREAS.SMALL SE REAMED AS WILL NOT BE PEAMITTCO AS A SURSTITUT( id SAWING OR OMI AIMDAll ACRE_ I. MPAI1TKf /TACTIC[TO.11N.SHAPE SEfdE AP►00VK. ALL TWOS TO fit►911110 DIRECTED. MICA MT(IIKS wICM ARE DEPOSITED IN A PATTED CONDITION ell KE UNC SS).SMII(MOAN TO M REND OF ( Of M EMS 1(0O 0(NAIDiG .J ARTERIALS AND EOuI HE NT SMALL SE MANED itON THE SITE AS SOOT AS TOE,AR[ WITH TREE-AK OR AR/ROVED EOWL. SAWN SE LOOSENED AND SPREAD UNIFdIRY OVER TO KXCHIK AREAS 10 CODE ND ION CHATS; d ANG COD AND ON CONCRETE: LATEST EGO OESEACM ` p LONGER NECESSART, ANC UPON COMWICTION Of THE WORK AND BEfOt[ IINAI 16. COfTtAC Td TO INSURE►0(OS DRAINAGE IN ALL PLANT IOl[S. A. PRIOR TO THE SUPPLY AND INSTALLATION OF AST IRAIGTION[W IAM(1T, M SPECIFIED DEPTH. 100IPSIEPDATION REP.TS: WILDING F CODE RIDUIRERSCNTS EOM REINFORCED S CONCRETE ACT E 10SKCT1d M ENTIRE WORK-SITE SHALL SE CLEARED 0f EWIPHERT, UNUSED M CONTRACTOR SMALL SUMIT FM APPINNAL,CATALOG CUTS AND TECHNICAL ]le:IyAIKUAI Of STANDARD PRACTICE FM DETAILING REINFORCED CONCRETE STNSA TURFS KI MTEAIALS, MO RIte ESN SO AS 10 PRESENT A SATISFACTORY CLEAR MO NEAT 17. LANDSCAPE CONTRACTOR TO►ROVIDE SMASH PADS AID OIANAGE AT OMSPOUTS AS INTONATION d THE ITEMS LISTED SUM.. D. TREES To K(XUVATED LEAVING A MOOT{ALL Of SUFFICIENT DIANET[A AIO DURING SEEDING AND PLUMING.(RATIONS.CAR(WAIT SE(INCISED T0. llst ARPLICASEE ASTM SPECIFICATIONS:OTHER NSE ICAITONS NER(IMKTER REFERRED TO; APP(MANC(. ALL CLEANUP COST WAIL BE MSORSED IN M CONTRACTOR'S SID. _ UNWIRED,MD INSURE POSITIVE DRAINAGE MAT F1d Ail STRUCTURES. I. ►K PIPE AND FITTINGS DEATN To F1COMASS►URIOUS AID FEEDING SOOT SYSTEMS IK'DIMON A/O AND TO M ORAPIKS AND SPECIFICATION!.M OEIAiIIK,fAA01UTION AND At/K761G 26'DELTA NIMINA PREVENT am AID OISNACFANT Of MTFRIKS. ANY UNEVENNESS IRA O RENEWING STE(l. 2. ROTOR I01-UPS MNEIIKS WMII BE IIOEDIAT(lT CORAECTf0 tY M CONTRACTOR. • M CONTRACTOR11A WAIT FAKOY SUCH TO IA 05 AS WILL RESERVE M SPECIFIED 10. L-A.TO APPeOVE ALL GRADES,CHIN►01W11,MID Sl0►f GRADING. 3. [(ITTFRS FOR TARES.VOWS AND TURF QUALITY MO FITNESS OF MTEIIKS TO BE USED IN THE YORE. M CO.I MUCTOR 4. REIDTE CONTROL YAI v(S 3. SIDE IOIING ONLY ALL REFTESTING AND MA TO PANS sire easCON RATE I) E LA AID AMERICEDITIONS. SOCIETY TOR _ SHALL ALSO ADEOWTKII PROTECT KW AID EXISTING WORK MO All ITEMS 0( • C. PNEUMATIC*Of SEEDED AREAS: M CONTACTOR NALL PROTECT SEEDED TESTING AJO MATERIALS S1AIpAROi(AS TN)AlARE 10 M LATEST EDIT TOMS. 1N. All TREE AND SAND PLANTS TO RECEIVE THE FORM LNG T AS PER MA7RUEAC TWCR S. IRRIGATION CONTROLLERS A. BOX AND SECURELY SAND ROUT HALTS SUXFICIFNTIi TO YIIHSTAND THE AREAS FAd DMAGE tY TRAFFIC OR CONSTRUCTION(WIPNf NT. MMUS TO APMI FOR THE OVATION OF THIS REQUIRED SHALL ANt WORK OAAMO AT ICED AT - IItSTRUCiIONS,AND IN ACCORDANCE WITH THE KEENING TABU[: {. IMPACT SPR MENUNALERS - GALIFO OR°MMUSE DANGKD FORLMING SEEDING SHALL SE REPAIRED BY N AM IDE MIOTNE C AS ABOVE REWIKCO SARI K IDIOM MO REPLACED AT S. MACKOI 50 PREVENT LAS WEE S PROCESS. JET TAKE SIT IN ITS ORIGINAL 501 LO SEAMING FOR 2 -N MTCRIKS: • - • M[SPERS(O M CdTIK/OR • FLATS - (I)S GRAN TABLET 6. VALVE BORES WEEKS PER LANDXAPE ARCSITf CT'S INSTOUKTION BEFORE SK1[KIK IRA ROOT KGRADIK,RESEEDING POD tfMCHIK AS DIRECTED tY THE ENGINEER. • 1 GAL. - (2)S GAMS TA01Fli AND SECURING BOX tOTld. I I*OMCIG PAS: AST.MIS WIN WPP(EJ(1T(51)..MRE0'S'a1P AS N1ON6: 3. MTnIK3 CONTRACTOR IS KSIORIK[FOR fYll,ACED-Fa[STAND OF SPECIFIED MAX 40. 4. P0*II3 • I GAL. (6)S AIM 1ARL(li S. ((0(00 MIED TREES 10 A WIFE MCA MJACEAT TO PROJECT AS DIRECTED MATERIAL.. • 2S INC - (II)S GRAM TABLETS A. ALL ARTERIALS WALL SE AY MD UNUSED ANO WALL HAVE A NIA1MAIM SY M LANDSCAPE ARCHITECT. HORIZON STEEL JOINT REMORCEAF5T: ALL FEES AND KNITS ACQUIRED TO QUIT C*THE N01lK SMALL SE 0 51 OUT AMC . 24 INCH ANO IARGLt- 1161 S GRAM TABLETS MANA7 FF OF ONE YEAR AGAINST DEFECTS MO DEFECTIVE WMUMANSNIP. NYDROSEEDING - ►A10 FOR MY M CONTRACTOR. El COORDINATION AS REQUIRED MY VTlllir D INSTKUTId WALL SE BY CC*TNAC I.. 20- ALL LANDSCAPED MCAT NOT OTM(RYISE SPECIFIED AR[ TO RECEIVE 1 INCH C. CO(TRK TOR IS R[SPONSIBEE FOR CUOMO:,M A INTErA [ AND WATERING ASTI(STANDARD AU FOR NIGH TENSILE STEEL. , K CONPOSED GRANITE (MEASURED AFTER COMPRESSED) ROLLED OVER CHEMICALS. S. ARTERIAL SPECIFIED tY NNE MD/.MOM AMBER SALT SE INTERPRETED • Will M TREE IS TRANSPLANTED AT ITS DESIGNATE[LOCATION. I. USE SPECIFIED SEED NIX AT SPECTFICO POUNDAGE. 6. O.MAI5TE(S CONTRACTORS TO S.0*11 SAMPLES FOR AI►ROTAL yTo/1A2}L EXIST. AS (STA$(1SMIK A SPECIFICATION FOR NE MAMA TYPE, 0UAL1T1, INSTALLATION • purr.a077AC.En*T'17.14.CCITTEEX,E CI Guar!, IZo.,. CONSTRUCTION AID CAANACTEA1511C OF TMMOOUCT DESIRED. All 2. SSE GC-26-1 MANIC 1KK1f1EA AT NE RATE OF 00 LIS/ACRE. V MADRE TIME►AYWAT IS HMO(ON TA CONA TCT,TM( K.COr141 SAWLLL TWAIN21. PLANTED l TREES PLANTED IN'TUR0 AREAS ARE TO I(FITTED WI 'ARBOR-MAD'TRUNK REQUESTS FOR SURSTIMIO OF MATERIALS MUST SE SUMNIIED IN WRITING CONTRACTOR SMALL SUPPLE Ail SUPPORTS.TO PUT THE REINFORCE/AT • IO►LACE,FAS1fl • 10 M OWf5 MITTEN GAANAMIE[S FOR M WORK SPECIFIED UNDER M VARIOUS PROTECTORS. TO M OWNER fly((S)DAYS PRIOR TO M SID OPENING DATE. MATERIALS 3. USE SILVA FIBERMULCH OR AMMO IDAI AT RAT[OF 1000 LAS/ACRE. IT SECURELY AMC KEEP 11 IA PLACE NAIL(CONCRETE IS SEIK POURED. R(If0CUENT SECTIONS. FILE►T AS OTHERWISE SPECIFIED. ALL SORJ',UNDER THIS CONTRACT NOT S0 SUBMITTED WILL MOT SE APPROVED FOR INSTALLATION. SNALI SE PLACED AS To NOVICE A MOTFCTIOE CONCRETE COVERING IA KCORDAAC(SITS SHALL SE GUARANTEED FOR ONE III YEAR FROM DATE 01 ACCEPTANCE OF M ENTIRE 4. USE PATER SOLURL(IS-15-1S FERTILIZER AT RATE O 300 LB/ACRE. ACI 71e. THE OARS SMALL SE CUT MC SENT AS REWIRED AID PORED TOGETHER. ALL 22. LANDSCAPE CC*TAACTOR IS TO INSURE POSITIVE DRAINAGE AWAT FRd Kl (. LW VOLTAGE AND WHITE WIRE SMCAII SE N0. I!UF,k A/MRpVED- US(KCD SENDING SHALL BE KCURATEIT CONE. ADJOINING 6ARS AID SPLICES SALL WERUV-Ai JOS. S TONICTURES FOR CONTROL AND SIITE FOR COPON• S. APPl1 NIA.OCFANI(AL SPRAYER. LEAST 30 DIA/AT(1S IN(MCAT(MC 40 DIAMETERS IN MASONRY {. OMMiti 23 SEASON'K00IG FLOWERS TO SE 6'POTS,SPACED 0'O.C.UNLESS OMRYISE D. AUTOMATIC ELECTRIC REPOT(CONTROL VALVES•SMALL SE M10110E0 AID.A . NOTED. MOTTLING STEM AND A MAUAI VENT. {. USE ANTI-0(SIC(ANT AS REWIRED FOR NON-IRRIGATED AREAS. d AJR VERTICAL C.OITSTAUC/ld JDIM7 IRE M(TONG WAKE JOKIZOMTK OARS rum 7. - Kl ORANGES TO M OIAYIKS . SPECIFICATIONS ARE 10 K APPROVED IN ATOM M CONSTRUCTION JOINT,M FOP6 d ONTO AGAINST W1CM M WOK ENDS WRITING iT M LANDSCAPE ARCHITECT. 24. All PEANT MTf11KS WALL BE S1O10 ATTEN 0(L1VfR S0 AS TO PROTECT MM MANUAL SEEDING SHALL K►ERFOMT(D AT M PR.EN PLACES TO KlOY THE MANS TO MIO.I(CT AVOUCH. E. YIK Sn ICES SNAIL K COMPLETED PITH PEN-TOTE PP(UNITS. • FION WEATHER d OMA CONDITIONS NICK COULD CAUSE ON AM. CONTRACTOR IS ATE REINFORCEMENT SHALL K TREE NERD(1001E SCALE.RUST MOON('COATINGS wI[M C 7. CONTACT SLUR STATE PRIG.TO ANT COKT.UCTIOA. LIAISE FOR REPLACEMENT OF WAGED MATERIAL WIN LIU MATERIAL FRd SAT( F. GAT( VALVES - SHALL SE LINE SIZE. BRONZE CONSTRUCTION. THREADED t. SEED: SEED SMALL K STATE-C(111FIED SEED OF M LATEST SEASON'S CR.AND O(STROT BOO. OTE MALL IN FREE SMALL S SE STMIGNOO 0■NE-SENT II9 • SUPPLIER (NOS.wEEI INJDIE. ISO POND RATED.AAERI(AN ADC. SHAIt SE OEL 1901(0 IN ORIGINAL SEALED PACKAGES BEARING THE PROPXft'S MANNER w1CH WILL 157u01 M MATERIAL- MARS WITH[INS OR SENDS AM Mow ON THE GUARANTEED ANALYSIS FOR PERCENTAGES Of MIIIUR[T. PURITY. c(RAIMTI0. PLANS SNAIL MOT SE USED. ZS. U10UT PLANTS AT LOCATIONS SRA ON MRA DRAWINGS. USE 12'STARES.Col. {• 21RSTKUTIO. WEED-SEED CONTEOT, AND INERT NAUTICAL. SEED SHALL SE LABELED 11 CORED FOR EACH SPECIES OF PLANT. STARE EACH TREE AND MAJOR SNMMM. COMFO5NNCC Illr Y.S. DEPARTMENT O AGRICULTURE RYES AND R(GuIATICAS 6ARS MAY BE S101 BENT OR FIELD SENT THAT A. INK CONTRACTOR WALL CO1aDIMT(YITN ALL OMR CONTRACTORS FOR THE UD(1 TA 1F0(RK SEED ACT AA APPLICABLE STATE SEED LAPS. SEED THAT SAS t • 2{. (O 11KT.IS RESPONSIBLE id MES(01A11ON MO WATEl1K CO ALL EXISTING O All E PLAC( 5T OF L NECESSARY SLEEVES. WIRE, PIPE MC CONDUIT. THE KCO YET.M0I NO 01,OR° WISE WAGED WILL MT SE ACCEPTABLE. TIE WIRE SHKI K 10 GAUGE KKI AIM(K fD WIRE. ►LATT MATERIALS TT ARE REMIM. FENCE Off PLANT MATERIALS IMITATION CONTRACTOR SNAIL FLOAT.AND INSTALL ALE 5E(r(S R(WI1E0 COA(STNUCIION PE1100S TO AVOID 0014AGL. CONTRACT.SHALL PAY FOR LIWIDATED FOR M I11IG1Id STSTEM. 2. INEDIATELY KANlf ANY SEED IS SDP. SCARIFY MOM)AS NECESSARY: RAKE NE CLEAR DISTANCE SEWED.REINFORCING BARS NAIL NOT If LESS MA 1-I/O TAPES OAIYKKS DU(10 PLANT M1FtIAL1 LOST OR DAPNGLD DURING COASTPU(TION. UNTIL SLNFKE IS SM00TH,FSl*AL(. SOP SLED EVENLY;COl YITN Am Cm OfM PASTAM(SIZE Of COARSE AGGREGATE OR 1 INCH ABSOLUTE MINIM.. B. TIE CONTRACTOR SMALL MENTA1M ONSITE.O(CLEAN DIMING THAT SNOWS PULVERIZED MANN(AT RATE Of ONE CURIO YARD PER 1000 SPARE FEET. ROIL n ONINCAl18D NOMAD COMP NAAS ME Nam Al PLMMTIQ POT Al AMAMI SIZE NEATLY IN RED PENCIL,ALL CAKES TAM M DfS1G IN M LOCATION of YITN Z00 SCAM KILLER. KEEP MICA MIST YITIIOR HOMES OR K(KHF UNTIL ALL HORIZONTALRElf.[IG IN COICRE TF MD MASOIMI SHALL SE CONTINIIOUIS ARO10 PIPE. REPOT( CONTROL VALVES. (NOSS CONNECTION CONTROL DEVICES. VELD GEMMIMI(S. CORNERS, OR COMM SASS SHALL SE PAOVID(0 WERE MARS Of DIFFERENT SIZES - SPRINKLER HEADS. CONTROLLERS, MO AIL OTHER MAR COMPOH(NTS. INTERSECT AT COWERS,CONNER OARS Of M LARGER SIZE WALL SE PROVIDED. TRANSFER ALL INFORMATION FR.NE PROGRESS'AS-WILT'DRAWINGS 10 3. SEED AT RATE INDICATED Cm ALMS REMOOUCIBEE OOCUEMTS REWESTED FROM TO Ow0R'S REPRES(NIATI0C. A PROV IOF AT TO[STAR COST TO CANER.MIOT(CTId FOR PLANTED SEEDED AREAS NIS DRYING SHALL SE SMUTTED To TA(MOM KIM TO S(E[IK FINAL ACCEPTANCE Of M SYSTE.. AGAINST TRESPASSING AID DAMAGE AT ALL TINES. IF ANY LAWS, TREES MC SHRUBS ARE MANED CO INJW(D. TREAT OR REPLACE TWM AS REQUIRED IT _ C. ND VIM SPLICES PfNM1TTE0 KMF5 IRRIGATION CONTNOILEA NNC REPOT( LAACSCAPE ARCNITICI. . COMM(VALVES. &MOLE AID TAPE M WIRE TO M UOERSIC0 OF NE MANUA PIK AT SO TOOT IREAOALS. AT ALL LOCATIONS WERE M YIRL S. PRESERVATION OF SEEDED AREAS: M CONTRACTOR WALL PROTECT SEEDED AREAS • IS NOT UNDER M MAINLINE PIPE. PLACE M WIRE ATTAIN A PVC PIPE FROM DMAGL IN TRAFFIC OR CONSTRUCTION 0WIPNENT. SURFACES WILTED OR --CO DUIT AT MAINLINE PIPE DEPTH , OTHERWISE DAAAUD 1OLLONIG SEEDING SNNALL SE REPAIRED BY REGRADING.RESEEDING AND REI1ACHIK AS DIRECTED tY THE ENGINEER. •` 0. IIQUTO TEFLON OR TEFLON TAPE OR ALL TREADED(O■R01ION5. 00 ` EDT ISO PIP(0.f IN PLASTIC TIR(ADS. 6. CONTRACT.IS KSPONSIKE FOR FOAL.WEED-FREE STAND OF SPECIFIED ARTERIAL. (?.''''. .. s�,• M/A s^•• • A....ASIA..• N•A1e• RANCHO-VI ILANDSCAPEZDEVELOPMENT PLANS •D,a ,RSF�199EAL" • B01r,ceAlacTlAll,..IAOUO., ono•^ . copAAN AO(O ...A..KN.(vR.n CA9. (. PARCE-[ S KJ &M RECREATION AF�EA j w,� .A. • • AA.Enw&v.ow. \ L loom Anion.•5711 1110T NT-TARO Crvc•ea B. TTLGB. 1 2 3 4 5 E 8 9 1C 11 12 13 14 15 DU1Z �4� ZJ (LT ) roue r — LD Inc Engineering • Planning • Surveying • Urban Design • Landscape Architecture Offices located in Tucson, Phoenix, Las Vegas, and Victor Valley, California 4444 East Broadway • Tucson, Arizona 85711 • (602) 881-7480 • FAX (602) 881-7492 Transmittal To: I L%� -____ Date: 4 \ '2c-) 19 —LCD• Job No.: \ 117 I \C .,6\-'C'CD2 Drawing/Spec Reference: R e: w D L -i'Z.Ar-,. t We Transmit ) erewith ❑Under Separate Cover ❑Via Material Format Requested Action ❑ Letter ❑ Shop Drawing ❑ For Your Approval ❑ Your Review ,Oplemo ❑ Clarification Drawing ❑ For Your Signature ❑ Please Comment Prints ❑ Modification Drawing ❑ Information ❑ Make Recommendation ❑ Sketch ❑ Specifications ❑ Resubmit ❑ Issue Construction Order ❑ Reports O Sepias ❑ As Requested ❑ For Your Use ❑ Mylars ❑ ❑ Issue Change Order ❑ Remarks: 12 IK OF WA.,-F .,.F.__. T- T� _______ I—ikl . VCIL. LIII 11:70'26 28.?7,15,_, cg,l 0 trite i, i..1, yREV16_ 4,^A—,.. Copies i u. . fit v- Signed: to 21j ►T7� - r ci pto le Received B : Date: 7 0A