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HomeMy WebLinkAboutOV91108BOWL H KM Project #: Date: 12-14-2011 To: Town of Oro Valley Planning and Zonning Division 11000 N. La Canada Drive Oro Valley, AZ 85737 Regarding: Proposed Mulit-Family Residential Rental Project Tax Parcel 224-33-1320 We are sending you ® Attached ❑ Under Separate Cover Via the following items: ❑ Shop drawings ❑ Prints ® Plans �ecifications ❑ Copy of letter ❑ Change order ❑ Other ❑ Samples '1041 B Street . Anchorage, Alaska 99503 407-562-2000 . 907-563-3953 (fax) ❑5368 Commercial Boulevard . Juneau, Alaska 99801 907-780-3533 . 907-780-3535 (fax) ❑ 104 Center Avenue, Suite 206 . Kodiak, Alaska 99615 907-512-0519 ❑ 809 S. Chugach Street, Unit 4 . Palmer, Alaska 99645 907-746-7600 . 907-746-6705 (fax) ® 406 North Church Avenue . Tucson, Arizona 85701 520-882-8696 . 520-624-0384 (fax) ❑ 430 W Warner Road, Suite B101 . Tempe, Arizona 85284 480-753-0800 . 480-753-0803(fax) ❑ 8420154th Avenue NE . Redmond, Washington 98052 425-869-2670 . 425-869-2679 (fax) ❑ 222 N. 32nd Street, Suite 700 . Billings, Montana 59101 406-656-6399 . 406-656.6398 (fax) ❑ 130 North Main Street, Suite 100 . Butte, Montana 59701-2839 406-723-8213 . 406-723-8328 (fax) ❑920 Technology Boulevard, Suite A . Bozeman, Montana 59718 406-586-8834 . 406-586-1730 (fax) ❑ 2701 16th Street NE . Black Eagle, Montana 59414 406-453-4085 . 406-453-4288 (fax) ❑104 East Broadway, Suite G-1 . Helena, Montana 59601 406-442-0370 . 406-442-0377 (fax) ❑ 713 Pleasant . Miles City, Montana 59301 406-234-6666 . 406-234-7065(fax) ❑ 319 S. Gillette Avenue, Suite 301 . Gillette, Wyoming 82717 307-686-4181 . 307-686-4858 (fax) ❑ 945 Lincoln Street . Lander, Wyoming 82520 307-332-3285 . 307-332-5795(fax) ❑ 1575 N. 4th Street, Suite 105 . Laramie, Wyoming 82072 307-742-3816 . 307-742.9741(tax) ❑ 16 W. 8th Street . Sheridan, Wyoming 82801 307-672-9006 . 307-672.5214 (fax) Copies Date Description 20 Preliminary Plat 20 Grading Plan 20 Paving and Sewer Plans 20 On -site Sewer Plan 1 Memorandum 1 Request for PreApplication Conference These are transmitted as indicated below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review & comment ❑ Prints returned after loan to us ❑ Bids due ❑ Other: Remarks: 14 2011 Copy to: Typed Name: Thomas R. Meehan, LEED AP Signature.�7L�1 �Mi `'• DOWL HKM Memorandum TO: Town of Oro Valley Review Staff FROM: Tom Meehan, Senior Planner -1-bli DATE: December 13, 2011 Project No. 3032.40889.00 SUBJECT: Proposed Multiple -Family Residential Rental Project Assessor Parcel 224-33-1320 DOWL HKM is requesting a presubmittal meeting with Town of Oro Valley staff to discuss development of a multi -family residential rental project on the above referenced property. The materials provided include: • The WLB, Group concept layout plan Oracle Road Apartments dated April 9, 2010 • Preliminary Plat for Villa Milagro dated 12/23/2003 • Grading and Drainage Plan for Villa Milagro dated 06/06/2007 • Public Paving and Sewer Plans for Villa Milagro dated 06/06/2007 • On -Site Water Improvement Plans for Villa Milagro dated 07/26/2007 While the Villa Milagro was never constructed, significant engineering and design was accomplished as reflected on the plans listed above. Development of the site using The WLB Group concept for the multi -family rental project would rely substantially on the engineering work done to date for the site. Previous plan sets are from 2007 and for a single family subdivision rather than multi -family as is currently being evaluated. We want staff to address their concerns and code changes since 2007 that would have an impact on development of the multi -family project. The proposed units are a mix of one -bedroom duplex structures and detached two and three bedroom units. All units are single story. DOWL HKM is currently processing plans and constructing similar multi -family developments in the City of Tucson, Pima County and the Town of Marana. We understand that each jurisdiction has code requirements, public notice requirements, impact fees and development criteria that vary and need to be addressed through the plan approval process. DOWL HKM is excited about this opportunity to work with the Town of Oro Valley and we look forward to meeting with you to discuss the project. 520-882-8696 ■ 520-624-0384 (fax) ■ 406 N. Church ■ Tucson, Arizona 85701 ■ www.dowlhkm.com Alaska - Anchorage, Juneau, Palmer ■ Arizona - Tucson, Tempe ■ Montana - Billings, Bozeman, Butte, Great Falls, Helena_ Miles City 1 of 2 t Town of Oro Valley Permit Application Plan Check Comment List Project Name: Villa Milagro Project Location: Oracle Rd & El Conquistador Way Permit Applicant: Dowl HKM Date: 01/11/12 Permit No: OV911-008 Review sequence: 1st review: Rezoning Submittal Requirements for Resubmission 1) A minimum of --2--- complete revised sets of plans and calculations must be submitted to Building Safety. Please note that if corrections are required by the Fire Marshal that two additional complete sets will be required. 2) All changes must be highlighted by using clouds and deltas and by noting the revision date in the title block. 3) A complete detailed written response letter, indicating the specific corrective action taken for each of the items noted below, must be provided. Please return the redline set of drawings for review. 4) All pages in the plans and/or calculations on which changes have been made must be resealed so that the seal and revision dates are in conformity. 5) Please return all redlined plans, calculations, and documents for review. CADocuments and Settings\poconnor\Desktop\commercial plan review template sample 5-6-08 ss.docC0600 2of 2 General Comments 1. Please note at the time of this review only the site plan and a conceptual design for the site are provided. The building plan review can not be reviewed at this time. Listed below are a few items that should be considered for this project. 2. The Town of Oro Valley Building plan review department is currently using the 2006 IRC International Residential Code with amendments. 3. The minimum building setback from the property line is 3' per section R302. The Town of Oro Valleys Zoning department may have additional Single family and Multi -family set back restrictions. 4. All single family and duplex homes are required to have a Grey Water system in place as part of the plumbing infrastructure. Sec P2602.1.1. If you have any questions please call me @ 520-229-4835 or poconnor@orovalleyaz.gov Philip O'Connor ICC Certified Plans Examiner http://www.orovalleyaz.p,ov/Town Government/Development infrastructure Services Dept/Inspections and Compliance Division/Permit and Inspections Search.htm CC: owner (notification postcard) CADocuments and Settings\poconnor\Desktop\commercial plan review template sample 5-6-08 ss.docC0600 GOLDERRANCH FIRE DISTRICT F vOLDfq o Comm unit Services Division r 9ANC� International Fire Code 2006 Edition TO: Town of Oro Valley Planning and Zoning Division , FROM: Chris Kiel, Plans Examiner C)\) C1 < < cos DATE: December 29, 2011 PROJECT: Oracle/El Conquistador Rezoning PLAN REVIEW: Fire Code Review of the Preliminary Development Plan Documents Please provide the following Fire Code review comments to the applicant for the above referenced project. The rezoning for this project is approved. Please review the following comments and information to aid you in preparation for subsequent submittals. A) The current submittal indicates a total 67 dwelling units. IFC Section D107.1 requires a minimum of two separate fire apparatus access roads. The submittal appears to indicate an access road through the neighboring property to the south to El Conquistador Way. Please verify that this southern fire apparatus access road will be installed. If not, an exception to IFC Section D107.1 allows for a single fire apparatus access road if all of the structures are provided with fire sprinklers. The remaining items are provided as general information for the applicant to aid in the preparation of the future development plan submittal. 1. Fire Flow / Hydrants. The fire flow required for this project is 1,000 gallons per minute for a 2 hour duration. The base fire flow requirement is 1,000 gpm for the single largest building of 1,276 square feet of potential Type V-B construction. Fire hydrants connected to an approved water supply of 1,000 gpm for fire protection, either temporary or permanent, shall be installed and in service prior to combustible material delivery to the site. Temporary construction office trailers are considered combustible materials. Submit a Water System Plan to the Fire Marshal for review and approval prior to the submittal of the building plans. A 3-foot clear space shall be maintained around the circumference of fire hydrants. Where fire hydrants are subject to impact by a motor vehicle, guard posts or other approved means shall be provided. The Developer is responsible for blue reflective street markers at each hydrant location. All out of service hydrants shall be clearly marked or tagged as out of service. While the water lines are undergoing bacteriological cleansing and testing, the hydrants shall be marked as out of service. Out of service marking and tags shall remain until the hydrant has been inspected by the developer, approved by the Water Utility, and is in service. The Water Utility will notify the Fire Marshal when the hydrants are in service and available for fire flow testing. *Add the following note to the future Development Plan: Fire hydrants connected to an approved water supply of 1,000 gpm for fire protection shall be installed and in service prior to combustible material delivery to the site. Temporary construction office trailers are considered combustible materials. Golder Ranch Fire District - Community Services Division 3885 E. Golder Ranch Dr.; Tucson, Arizona 85739 520-818-1017 Fax 520-825-8043 www.wlderranchtire.orty ckielLwbgoldcrranchfirc.org Proudly Serving Our Community with Strong Hands & Caring Hearts Since 1977. Serving as the Fire Marshal for the Town of Oro Valley since 1999. Fire Apparatus Access. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved all-weather fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds. The fire apparatus access road shall extend to within 150 feet of all portions of the facility and all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building or facility. Approved fire apparatus access roads shall be installed and in service prior to combustible material delivery to the site. Gates installed across fire apparatus access roads shall be installed in compliance with Fire Code Appendix D. All electrically operated gates shall include preemption operating equipment compatible with the fire department's system. The installation of new traffic control signaling devices on fire apparatus access roads shall include preemptive control equipment compatible with the fire department's existing system. An approved fire department key box shall be installed at an accessible approved location on the building. Door keys shall be provided and maintained in the key box as to provide access to all structures for fire -fighting and life-saving purposes. *Add the following note to the future Development Plan: Approved fire apparatus access roads shall be installed and in service prior to combustible material delivery to the site. 3. Street Signs and Address Posting. Temporary street signs shall be installed at each street intersection when construction of new roadways allows passage of vehicles. All structures under construction shall be clearly identified with an approved address and building number. Signs shall be of an approved size, weather resistant, and be maintained until replaced by permanent signs. *Add the following note to the future Development Plan: Temporary street signs shall be installed at each street intersection when construction of new roadways allows passage of vehicles. All structures under construction shall be clearly identified with an approved address. 4. Building Height. The heights of the buildings are not specified. Buildings or portions of buildings or facilities exceeding 30 feet in height above the lowest level of fire department vehicle access shall be provided with approved fire apparatus access roads capable of accommodating fire department aerial apparatus. Overhead utility and power lines shall not be located within the aerial fire apparatus access roadway. Fire apparatus access roads shall have a minimum unobstructed width of 28 feet in the immediate vicinity of any building or portion of building more than 30 feet in height. Proximity to building - At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet and a maximum of 30 feet from the building, and shall be positioned parallel to one entire side of the building. See IFC Appendix D Section D105 5. Dead-end fire apparatus access roads. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with width and turnaround provisions in accordance with Table D103.4. "HAMMERHEAD", "Y" OR CUL-DE-SAC IN ACCORDANCE WITH FIGURES D103.1, D103.2. 6. Secured Construction Sites. Gated, secured construction sites shall provide an approved fire department padlock on the chain securing the site. The approved fire department padlock can be obtained from the fire inspector. Please feel free to contact me if you have any questions or concerns regarding any of the above Fire Code review comments. Chris Kiel, Plans Examiner Golder Ranch Fire District & Town of Oro Valley (520) 825-5968 ckiel@golderranchfire.org Golder Ranch Fire District - Community Services Division 3885 E. Golder Ranch Dr.; Tucson, Arizona 85739 520-818-1017 Fax 520-825-8043 www.tolderranchfirc.org ckielLt�goldcrranchfirc.org Proudly Serving Our Community with Strong Hands & Caring Hearts Since 1977. Serving as the Fire Marshal for the Town of Oro Valley since 1999. n BOWL HKM Ice FROM DATE Memorandum Town of Oro Valley Review Staff Tom Meehan, Senior Planner -R li December 13, 2011 Project No. 3032.40889.00 SUBJECT: Proposed Multiple -Family Residential Rental Project Assessor Parcel 224-33-1320 mu 14 2V DOWL HKM is requesting a presubmittal meeting with Town of Oro Valley staff to discuss development of a multi -family residential rental project on the above referenced property. The materials provided include: • The WLB Group concept layout plan Oracle Road Apartments dated April 9, 2010 • Preliminary Plat for Villa Milagro dated 12/23/2003 • Grading and Drainage Plan for Villa Milagro dated 06/06/2007 • Public Paving and Sewer Plans for Villa Milagro dated 06/06/2007 • On -Site Water Improvement Plans for Villa Milagro dated 07/26/2007 While the Villa Milagro was never constructed, significant engineering and design was accomplished as reflected on the plans listed above. Development of the site using The WLB Group concept for the multi -family rental project would rely substantially on the engineering work done to date for the site. Previous plan sets are from 2007 and for a single family subdivision rather than multi -family as is currently being evaluated. We want staff to address their concerns and code changes since 2007 that would have an impact on development of the multi -family project. The proposed units are a mix of one -bedroom duplex structures and detached two and three bedroom units. All units are single story. DOWL HKM is currently processing plans and constructing similar multi -family developments in the City of Tucson, Pima County and the Town of Marana. We understand that each jurisdiction has code requirements, public notice requirements, impact fees and development criteria that vary and need to be addressed through the plan approval process. DOWL HKM is excited about this opportunity to work with the Town of Oro Valley and we look forward to meeting with you to discuss the project. 520-882-8696 ■ 520-624-0384 (fax) ■ 406 N. Church ■ Tucson, Arizona 85701 ■ www.dowlhkm.com Alaska - Anchorage, Juneau, Palmer ■ Arizona - Tucson, Tempe ■ Montana - Billings, Bozeman, Butte, Great Falls, Helena, Miles City Planning and Zoning Division 11000 N. La Canada Drive, Oro Valley AZ 85737 Phone: (520) 2294800 Fax: (520) 742-1022 Web Site Address: www.townoforovalley.com REQUEST FOR PREAPPLICATION CONFERENCE PROJECT DESCRIPTION: The project will feature approximately 67 attached and detached one-story residential luxury rental homes ranging from 638 to 1211 square feet. The smallest home, the duplex product is an attached one bedroom. The detached products are two- and three- bedroom homes. Architecture will be Sante Fe style with desert tone colors LOCATION: The project site is at the NE corner of Oracle and El Con Quistador PARCEL NUMBER: 224-33-1320 TYPE OF REQUEST: Development Plan APPLICANT NAME/FIRM: DOWL HKM ADDRESS: 406 N. Church Avenue, Tucson, AZ 85701 TELEPHONE NO.: 520-882-8696 FAX NO.: 520-624-0384 EMAIL: trmeehan@dowlhkm.com PROPERTY OWNER: Future Alta Vista Communities SIGNATURE:`—ihzl'.1%,,:<,Lf;�� DATE: 12-14-2011 PREAPPLICATION CONFERENCE DATE REQUESTED: 12/23/2011 (Office use only) ❑ SUBMITTALS MUST BE RECEIVED BY THE PLANNING DEPARTMENT AT LEAST TEN (10) WORKING DAYS IN ADVANCE OF THE DESIRED PREAPPLICATION CONFERENCE DATE. ❑ SUBMITTAL REQUIREMENTS "ALL PLANS MUST BE FOLDED PER PIMA COUNTY FOLD." o TWENTY (20) COPIES (24X36) OF THE PROJECT CONCEPT PLAN, WITH LOCATION MAP. 1. The gross area of the subdivision is 825 Acres (272.067 SF). The net building area (area to be disturbed) Is 52 arms 2 EAfstfng zoning Is R-6. " fie number of resldentid lots Is 28. 4. fie proposed use of the property h sfigle-fom& detached resldent/al lots on 509 acres (22�570 SF) and business offices on 1 A6 acres (50,497 SF).Sad uses one br eomp/ronce w/th the A0-acre and LO-we minlmum areas for res/dentiol and buslness/professlona/ orfice uses, respe0M-1Y, per Q K Codg Sec. 7-50". 5 AAaraxfrnate areas RES7DEN7IA / r s7n Ccl Dawn' ran Recreation Area (CA A14 14 J5.T Mr Nataro/ Open Spore (C,A, i9) 14,214 S7 Landscaped Sloped Area (aA C) Sr Landscaped Orabtage Area (CA i7 j - Z646 Sr lox Upon gace 22157 SF 6.3076 Sr 67CAWdes a// of the above) 2es tion61:1 .35X Open Space 176 14162 6. Mk development As sub*ct to the &ode Road Scenic Com+dor 0HW0y District (ORSCOD) Per Article 10-4 of the Oro Volley Zoning Code Revised 7. Developer WX covenant to hold the Town of Oro Valley, Its successors, and harmless A the event of flooding. assigns, Dro 0*27 Council;, ouncil; will not be altered, Volley Town disturbed, or obstructed without the 0propvol of the Oro V 9. Homeavner's Assoclat/on wX be formed to accept responsYbAity for mabrtenance, control, safety and l/&bdity of prlwte draln09ew0A drokrage casements and common ovens: 112 Total length of new pub//c streets are LL3 miles. Total length of new pr/wte streets are a moles 11. All UMNY locations are ZPproAfrrlate only and have not been fldd located or veribed 12 t/tr71ty /occtians, as shown on the plans were compiled based on the best information OWSOUi to the eng/neer. Ut7ity laoabons are not Amended to be exact or complete. Pryor to commencing constructa,; the contractor shall ver/ry the location of al/ uL7dies with the 0ppraprfate orgonlzation& Contact 6/1re Stake' 1-800-782-5J48 (2) M/ working days prior to begbinb�g constructlon. Soturdoys and Sundays ore not ewts/derrd to be wank/ng days: 1.1 A Pro�lect Construct/ore Pevmit must be secured from pima Cormty Wastewater Management befa-r beginning any work on 'M& project' 14. Any wastewater aisehorged into the public sanitary sewerage system shall meet the requirements of Pbna County Ordinance Na 1991_140 as ctnrently amended 15 on -site sanitary sewers will' be public and wR be designed and cwrstucled to Pun& County Wastewater Management Deporbrenl Standards and must be accepted and W-wd for service by Pima County Wastewater Management prior to the b=0nce of sewer connection perm/t% 16. Mls subdlvis/on is within the p/mtned water service are& of the av VrJJey Water Utl7ily which As d-19,70ted by the Arizona Depw tr»ent of Woter Resources os having on assured water supppply. perBRRM 040191C1iO3 K dated February 8, 1999�e ,� arras outside of the 500-ysor flood 18. A desfgn speed of 25 mph and a design vehicle of STl-,i0 shall be used d7 street design/caievlation. 19. r(aprovnd Improvement plans w17/ be regrr/red pr/ar to n7of Plat approwl. 2Q Prospective purchasers of lots 8 through 13 should be advised of possAS/e &turn c0mmerclal development on R6-zoned adlbcent property. 21. Maximum budd/ng height - 25 feet. Proposed height of ofriae buh,6%gs As 16 feet. 22 Resldentr0/ bu"'79 setbacks Ww 20' Frame• 10' Recz 5' Srd4 if dwel/Ing on odJacerrt lot (10' between bubtdingsk O' S dr If end /at 23 Olrree 6u17d79 setbacks near 30' Frmt; 20' Rear; 20' S1da In addltlor4 a+4SL'1riD requires 0 60' setback bbrrr the &acAr Rood right-of-Awy. 24. Typical Lot S1zr - ,J200 S7: Minimum Lot Size - J200 SJr 25 Recrrat/an ereO amenities shall Anduae. horseshoe pit wo/kbtg path, benches 2E The rrqubned ofrl-site pub& scn/tary sewer /Ire wOl be designed and conshucted to Pima Catrnty WOSIewOler Management Department standards LEGEND f .7 r }I It 1°G""01 p� OIle Colony of Oro Valley (43/E7) Property Boundary Line tD Telephone Manhole „ l i aF ®Horizon Heights Condominiums (38,%) Proposed Lot Lanes n Ta Telephone Pedestal tea, - - r ( Vdde Del Oro Townhomes (36/25) Exist Right Of Ko Lines 7 ava @Oro Valley Townhouses (25166) gh Y ® Gas Meter � r era nx,az s 12 a Proposed Right Of Wdy Lines ♦FH Fre Hydrant 1 ( Executive Tomb. (34/73) ------ Section line 19 Water Meter e, "' °PF " �� ++ a ' TM ©Puerto Per* (35/04) -"------ Centerlines (DWV Water Valve { w p�PR (/ ) QCOC Townhoues 35 72 Water Bock flow p�T^ 1"-100' 12 @Dosad Ovens @Concha Del Golft(tk� Valley (47/0.q) ----------- Existin Easement Lines r_1f8Fp @ 9 Preorntor 13 a - - - - - - - - - - - Proposed Easement Lines • .. 10 Concha Del Calf (1-5) (40/39) PP Power Pale m / � f11'a n ae —"' 100- Rood ants e " ' j r )s ++ Oro Volley Estates 13 6t1 1E0r GUY Guy Wire sr fc jJ o Y (/ 1 yj t 1z lose Plaza - . - . - . - Erosion Hazard Setback 0t]N Electra;a! Meter ro e m 71 El Con (55/67) Edge 0/ Exist Pavement " ' ; y 1B a +s Kane Ito9dor Resort Patio 9 ® Electric Transformer fr ( ) (35/38) T - - Exist Tel hone Line O.d re 1 +a El Con a qut todor Resat Poti- ep E ❑ Electric Box ++� r // Js LIN A B Hanes �6-154) (�A G Exist Gos line y{ Street Light Pate '��'Q rr �' j � +s Pusch Ridge Estates (42152) V!` g reeve — Exist Water Laze f7+0 rya Site Light Pole st �' �YB USCH RIDGE +o Vd/a Balboa (38/44) OHE — Exist O+e head Deelrk the re. �ii�RIS77AN +r SUnStOne Estates (46171) Q Dechic Manhole ` ACADEMY OHU— Exist Owhead VGIIty the p ]RF Traffic � I 1 D Desert Sky pub (39/20) UE — bisL Undsyroumd Electric tyre a, l ► rr LOCATION MAP 19 Linda Vista Citrus Tracts (OS/72) 75 ❑ Tro1Rc Signal Box i B i e to Sco% 3 =1 I/pe ©° Oro Malley He, (29/26) S — Exist Sewer the A Monhde cj Sign Post J a rr A P sw/, OF SEC110N 13, T — New U/G Telephone Line t r o 712S, R13E C&MW,, sroPcj Stop Sign -�+ O 7i7WN OF OM VALLEY, 0— New Gas Line Ce Catch Basin PIMA =U�. ARIZOM W New Waterline Y � .oa (M) Measured Dimension E— New Electric Line k r� rr rr r° • (a) Record Dimension per O S New Sewer LLne & Manhole Mops & Plats _ M-BX TO SHEETS Existing Curb Section Line a,< ♦p SHEET N0. Center the wn+n.nw I COVER SHIFT Proposed Curb {� Property Line 2 SITE PLAN Existing KOII Oa Set Srnument 3 DETAILS Proposed Kull (as Notedl o Found Bross Cop Survey -*--+--v- Existing Fence Line Monument (as Noted) BASIS OF BUB= FxlsMig Sidewalk o Bross Cap Survey The basis of bearings for Ws survey is the Monument To Be Set eente»rne of Wl/e Del 0f0 as shown herein Sad O Found y Monument bearing being N 25'JLJ 44' W from Book 15 at C� Proposed Sidewalk (as Noted Page 84 of ,Naps and Plots. • Monument To Be Set fR Iron Rod i- Detail Number N&D Nod And Disk KEY MAP 5 Sheet More Drown ACP Aluminum Cap BASIS OF ELSYATIOX ' The basis of a%vations for this survey IS PAM47 Direction of View Hondicgpped Parking County geodetic control pant '7N21' Sad point being a 6/7d nail panel pollrt An the Southwest L— 4 Section Letter an d L/nda the Intersection of (aoolle Buena 'Vista 4 Sheet Mere Drown Said e10w6on being 2591.21 (NAVD68) SECTM f A Section Letter SCALE: NONE 4 CALCULATIONS Sheet Where Drown DWELLING PARKING CALCULATION OFFICE AREA PARKING CALCULATION LEGAL DESCPT70X PER O.V. CODE, SEC. 27.6.D.t.c, PER O.V. CODE SEC. 27.6D3.o 9ght 11wity Triangle (SYT) NUMBER OF DATLUNGS = 2B A Portion of the NE 7/4 of Section 1'� 7725; R13E PARKING PER DWELLING 2 + 2 TOTAL G A FLDOR SPACE • 9403 ,ram ( GUEST) 4 PARKING SPACES PER 1000 SQ. FL 3 S0. New Spot Devatkm TOTAL SPACES REQUIRED (28x4) = 112 TOTAL SPACES REQUIRED (9400'3 1000) = 28.2 TOTAL SPACES PROVIDED 112 TOTAL SPACES PROVIDED = 29 2% Drainage flow Arrow & (2 GARAGE + 2 DRIVEWAY, EACH LOT) Percent code GBili Crude Break RECREADON AREA PARKING CALCULATION MOBILITY 9+PAIRED PARKING SPACES CALCULATION PER O.V. CODE, SEC, 4-30512 6• PER DX CODE, SEC. 27.6.D.5.d and e: ® Hweicap Ramp NUMBER OF DWELLINGS . 28 TOTAL PARKING SPACES IN LOT 29 PARKING SPACES PER 20 DWELLINGS 1 MOBILITY IMPAIRED SPACES REQUIRED 2 Lot Access This Side tea- SPACES REQUIRED (28/20-1.4) 2 VAN -ACCESSIBLE SPACES REQUIRED 1 TOTAL SPACES PROVIDED 3 70TAL SPICES PROVIDED (INCLUDES 1 VAN) . 2 1' Aim I' Na Access Easement (PER O.V. CODE, SEC. 27.6(D)2) LP Hlgh Point DENSITY CALCULATON BICYCLE PARKING SPACES .E.: CALCULATION ranc a LP Low Point PER O.V. CODE SEC. 7-104.0 PER O.V. CODE. ,,SEC. 27.6.E2: SITE (SF) 067 TOTAL ACES IN LOT - rg Areas of 25$ ar greater slope PMIN. GROSS ROJECT AREAPER DWELLING UNIT = 2 5 450 BICYCLE NSPACES REQ D PER 20 SPACES 21 ® teen v: pMr Rq BAbe 30p (yp) ssy-elp0 MAX. NUMBER OF DWELLINGS (272067/5450) _ 50 BICYCLE SPACES REQ'D (29vi/20 OR 2 LnN)- 2 OV12-03-09 %"ON AL seta ime M � Prop tNUMBER OF DWELLINGS PROPOSED 28 TOTAL SPACES PROVIDED2 Space � (2 CLASS 8 BETWEEN BUILDINGS) 012R1 Iunueev ov aT O1I1NE EPRLOPBR: T..L BE2kVAR Ht2VES, hVC 4848 N. Davis An me lucency Arun& 857Lt5 (520) 29.3-7203 vim ENAMMER: D RANC12 ANC 1850 E River Roaq Sta MO Tacsoq Ankara 85718 ✓off Stanley, P.E (AZ 09263) (520) 299-82W GEOTRC Z _AT. EN IXEER PATASAI/-EVANCFF 1129 North *Fnste/ Boufemrd Tueswy AZ 85276 Rabb Pattisory P.E (AW) 881-1m LANDSCAPE ARCBTTECT McOANN A ASSOp4W 8814 N. @rode Road STrfte 210 Tucawy AZ 8570E Steve Noggedom (520) 297--9540 OV12-82-1 OV12-84-7 d0&MG-M20,10.I0301 J044M 02220,f0XMI 23, 10 4' JMAESMT. ' 14' 14' 2' 3' 4' 0c 10' PUE TRAVEL LANE TRAVEL LANE 2,PUE _ 2' ROAD 1 2" A.C. 47. 2' WEDGE CURB 4' A.B.C. COMPACONC. ID ALK PC/COT STD. DTL CTED PER PC COT STD. No. 209 (TYP.) DET. No. 200 46' TYPICAL STREET SECTION A SCALE: N.T.S. 3 I 25' 25' o: 6• 2. ' 41 3' 0.5 15' 15' 0.5' 31 4. o 8' -PUE � TRAVEL LANE TRAVEL LANE 2" A.C. PUE 47 � " 4" A B.C. COMPACTED PC/COT STD. DTL SUBGRADE =�ALK PER PC/COT STD. No. 209 (TYP.) 50 TYPICAL STREET SECTION DET. No. 200 SCALE: N.T.S. 3 e 25' (15'f 7' 15' 15 Q5,mw 7' B�LYCYE ARFA PIDES7RlAN/ *1 A%r 2% 1/2' AR ACFC BICYCLE ARFA AC 4X 27 DRAINAIX MW' ABC ACCESS ROAD IN ADOT R/W SECTION PC/corr., SCALE N.T.S. 0 3 COMMON AREA 'C" 10' 8LDG SETBACK 6' y cMU SCREEN WALL o ig LOT 20 FINISHED 40, PLANTABLE GRADE RETAINING WAIT BLOCKS 13LOCK BY SOIL RETENTION PRODUCTS CARLSBAD, CA 92008 MI 4 LANDSCAPING SOIL RETA(NED MASS ID TW 14" MAX FG 10 EXIST. a a GRADE < = 0.2$ 7b OIIL�M� SOIL MASS SOFORCED i EGE 1.0 x OI POSI-DURA REINFORCEMENT m H OVERALL WALL HEIGHT H. EXPOSED WALL HEIGHT HO1 p H- WAIL EMBEDMENT FG FINISHED GRADE BW NDATION TW TOP OF WAIL H. SOIL MASS BW BOTTOM OF WALL T% 4_S 2' Of CURB -E 20' FRONT YARD SETBACK FfE PAD* 12" £DGE 20' FRONT 2' Y YARD SETBACK CURB 9' -C- 9' . LOT M/D-POINT b FF£ ={ PADt12" M 10' REAR rARD 371 ' 1 SETBACK (TYP) 5' SDE YARD 10' REAR 50.00 SETBACK YARD 5' STDE YARD BOTH SIDES SETBACK (rip)50.00' BOTH DES BACK DRAIN PER SOILS ENGWEER'S RECOMMENDATIONS LOTS 1-1.1 2/ 2B LOTS 14-20 1'YPTC, Z/JT DET 17, A 1r7'PZCA_7 Zn7' DETAM A SECTION AT LOT 20 j N.T.S. N.T.S. SCALE N.T S. 3 PROPOSED GRADE W REEN B ATEXISTIV GRADE AT WALL C T DIVERSION SWALE -4.0% -1.0% 6.67% 8 O% 5.55 - _ LOT 6 PAD EL=2582.5 LOT 7 PAD EL-2584.5 LOT 8 PAD EL=2582.0 LOT 5 PAD EL=2579.5 PAO EL=2575.0 =2569.0 EL=25720 K RETAINING 75 WALL, TYR ALONG REAR OF LOTS 1-8 10 PRIvA7E DRAINAGE EASEMENT DIVERSION SWALE SECTION D AND LANDSCAPE AREA SCALE 1'=20' 3 DEPTH=0.51' q00= 7 cfs S - 2.07. V-3.4ffpps �2 a J p Q PROPOSED GRADE Q W OF D!✓fRSICNJ TOP OF 6' FB = 0.12' Q W m SWAT AT WALL SCREEN rx m WALL 5.0% 2.0% -. .: SECTION J Q LOT 12 PAD EL=2575.0 LOT f! PAD EL�2577.0 " LOT 10 PAD EL-2579.0 LOT 9 PAD EZ=2580.0 LOT 8 PAD cMu eLocX 1:1 ►1Ax. SCALE NTS 3 RED RIP RAP RETAINING ` ELe25B20 HEIGtiD T CATCH POINT WALL, TIP. K WALL HEIGHT 2' ABOVE ROW EXIST GRADE ALONG REAR OF LOTS 8-13 LINE- 8" A4m.� NIN DIVERSION SWALE SECTION E -L. SCALE 1'-20' 3 RETAINING WALL FI nW nFPTN - n Are NeV SECTION AT LOTS 6/7 H SCALE 1'=10' 3 j FB = 0.15 W. )N K 10 DV IVA1L--'- 1FMIN. b AWN � eRE W? A tz SECTION SCALE: NTS PEAK DISCHARGES SUMMARY PIA MM D DRAINAGE AREA (ACRES) 0100(7s) D1 0.5 3 D2.1 0.3 2 D22 0.43 2 D2.3 0.22 2 02.4 0.30 3 D3.1 1.5 10 D3.2 1.5 10 3• 0.18 1.5 D3.4 0.1 0.7 D4 0.9 7 D5 .0.3 2 OS1 0.5 3 OSZ 1.3 .9 m r 0 0 en ranco. 00 Wo L OV12-03-09 At =8 b''"' ft 2 ft-4M s (�) m-em b PRELIMINARY PLAT FOR Lv Villa Milagro OY12-82-1 F OV12-84-7 LOTS 1 THRU 28, Block 1, and COMMON AREAS •A•, 'B•,. •C•, and OW A Resubdlvislon of a portion of Block.l of Horizon Heights (Bk 15, Pe 84, M&P, P"C.R.) 0 19293 TA. TOWN OF ORO VALLEY, ARIZONA b �" A Pat/m of the N.-114 of Swam 1.1 7125 R13E G✓� PIMA C "7Y, ARMWA w A ce 0 SCALE: NOTED SNEET 3 OF 3 J�-la+oz22o.to,la;of ENTRY TO BASINS BASIN 0=111'G SaFPER COM91NED 0 NO.81DTN 8fDD1 YdDIH c1 0' 125' 12.5' 1 20 PC/COT DETAILS REFERENCED 103 SUM MONUMENT 106 BARRICADE "mG IM SCREEN WALL 200 CONCRETE SOEWALK 205 SIDEIPALK SCUPPUt - TYPE 2 207 CURB ACCESS RAMP 209 CONCRETE an 210 CONCRETE an TRANSITION 211 CONOZEM CURB, NEW TO EbST. _OWNER/.DEVELOPER T.J. BMW HOMES, INC. JIM N. DAVIS AVENUE TUCSOH, ARIZONA 85705 (520) 293-7203 CIVIL ENGINEER ENTRAIM INC. 1860 E. OVER ROAD, STE. 3DO TUCSON, ARIZONA SM8 CRAG A. HUNT, P.E. (AZ 140221) (520) 299-8700 GEOTECHNICAL ENGINEER PATTISN-EVANOFF 11" NORTH WINSM BOULEVARD TUCSON, AZ BM6 RUH PATIISON, P.E. (520) U-1234 SHEET INDEX SHEET 1—Cm SIM SHEET 2----....GETIIRAL NOTES sm s-s__pLAN. SHEET SHEET 1 .OETATLS VILLA MILAGRO LOTS i THRU 28 and BLOCK 1 COMMON AREA "A" ( RECREATION AREA), COMMON AREA "B- (LANDSCAPE AREA), COMMON AREA "C" (DRAINAGE AND NATURAL OPEN SPACE) AND COMMON.AREA.-D" (DRAINAGE AREA) (ALL STREETS AND ALL SEWERS ARE PUBLIC) OV12-03-09 I REFERENCE SITE PLAN sML- 1"- 100' 100' 2w 300' LEGEND PROPERTY BOUNDARY RIGHT OF WAY LOT LINE EASEMENT LIEN: WEIM OF ROAD 7-1� DOSIING PAVEMENT SEWER MANHOLE TAG ��+•�� NEW PVC SEWER LINE do MANHOLE CA. 'A COMMON AREA 'A' FINISHED PAD ELEVATION FK FLOOR ELEVATION 'FEE' WILL BE A UK OF PLUS 0.67' -®- EtMG SEWER LINE & MANHOLE -�—D9tECRON OF VIEW NW SECTNUMBER 4 SHEET 1WiERE DRAWN ACCEPTANCE LOCATION MAP SCALE 3' - 1 MILE — A PORTION OF SECTION 13, T-12-S, R-13-E, G. k S. R. M. TOWN OF ORO VALLEY, PIMA COUNTY ARIZONA HOUSE CONNECTION SEWER PC �ON)WWM 4D1 ( NEW FIRE HYDRANT NEW WATER MAIN do VALVES E70SDNG FIRE HYDRANT —A EMlWG WATER TM OF ORO VALLEY DATE PIMA COUNTY WASTEWATER MAFIAGEMEEIT DEFT. DATE Pj I, Rmo IWOO COVEWSMT ENGINEERINAN 24 aind BLOCK . O+LB-cng•IsdD mwmsm•Cm-04=yTNadg LU�Q �j�� mmNfimuCetrR&i1WTusnATt9miRA0.51660FaSq.4LiB61 �• N-'4N- en I KEY NOTE NEW LOT NUMBER FOUND BCSM NEW SURVEY MONUMENT SHEET INDICATOR SIGHT VISIBILITY MMG1E (SVf c VALE 06/06/07 y bhVENW. 2 WLL = MMI Sr:� ` 7 � m G-6105—A-001-0600 uu � n�'muEY°"'sr�sy 6105-A-001-0600 .pB NU T OP OV12-82-1 6 NEFEAaQ NOS GFNFRAI DAXIIKI,- .t^-r, . GENERAL PAVING NOTES, CONTINUED I. ALL MATERIALS are WORKMANSHIP ARE TO BE IN ACCORDANCE SIM PIMA CONNn TY OF TUCSOI 25. THE SOILS ENGINEER SHALL GBSERV� INSPECT Are TEST � CONSTRUCTION OPERATIONS, INCLUDING PUBLIC SANITARY SEWER NOTES STANDARD "'ICE" ONS FOR PUBLIC IMFRDVEME HS (PC/COT SSPIJ EDITION 2003. EXCEPT AS BUT NOT UMIiED TR CLEARING. GRUBBING SUBGRADE PREPARATION SiRUCNRAL 1RERCH 1. PCWN4N STANDARD DETAIL 108 APPLIES TO THIS PROECT (CEMERAL SEWER NOTES uwIFTFn F am. EXCAVATION AND BAOKF L4 MATERIAL TESTING TOGE7FIER W71N PlA(>a¢NT FELL SAID ENGINEER 2 ALL CONSTRUCTION9EXCEPTAND TESTING RERHODS SHALL BE IN CONFORMANCE WITH PC SEAL CERTIFY IN WRITING THAT All SOILS OPERATIONS AND MATERIALS USED FOR THIS 2 ALL LOTS ARE PARTICIPATING FOR THE PURPOSE OF CONNECTION FEE ASSESSMQJL OF 2003 EXCEPT AS MODIFIED HEREBY. /�T SSPI, EDITION DEVELOPMENT SERE PERFORMED IN ACCORDANCE W17H THE RECOMMENDATIONS AS SET FORTH IN THE R - GEOTE CMICAL INVESTIGATION OF RECORD AND ARE IN CONFORMANCE WITH THE ACCEPTED PLANS 3. ALL PUBLIC SEWERS SHOWN ON THIS PLAN SHAH. BE PVC AND SHALL COMPLY WITH ASTM D-3034 RATED 3. EXCAVATION AND BACFPTLL FOR STRUCTDRfS SHALL AND SPECFICATIMM CERTIFICATION, IN WRITING, ARE TO BE RECEIVED BY THE TOWN OF ORO SDR A UNLESS ANOTHER MATERIAL IS INDICATED. CONFORM TO PC/COT SSPI. SECTION 203-5 VALLEY PRIOR TO THE REQUEST FOR FINAL INSPECTION AND RELEASE OF ASSURANCES 4. EARTHWORK, EXCEPT AS MODIFIED BY THE SOILS REPORT OF RE t THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING DESTROYED LOT PINS RE'IACEENE SHALL BE WL SECTION 203. CORD SHALL CONFORM TO PC/COT 26. GRADING BOUNDARIES SHALL BE CLEARLY MAR)aD, AND ALL WORK WILL BE CONFINED TO APPROVED BY A REGISTERED LAND SURVEYOR PROJECT LIMITS AS SHOWN ON THESE PLANS, 5 AGGEGAIE BASE COURSE SHALL CONFORM TO PC/COT SSPI, BECKON 303. 27. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND/OR THE SURVEIUR PROVIDING IEEE 5. BEDDING AND SHADING MATERIAL SHALL BE SAND, 1N ACCORDANCE V41H PIMA COUNTY WASTEWATER MANAGEMENT DEPARTMENT STANDARD DETAILS 104 AND 105. SHOULD GROUND WATER OR 07HER c 6. ASPHALTIC CONCRETE SHALL CONFORM TO PC/COT SSPI. SECTION CONSTRUCiION LAYOUT TO VERIFY THE BENCHMARK AND COMPARE THE SITE CONDI71CUS WITH THE ME ENGINEER. SOIL CONDITIONS BE ENCOUNTERED, ME BEDDING SHALL BE MODIFIED AS DIRECTED BY s Na 2 SPECIFICATION. 406 ASPHALTIC CONCRETE LDXIURE PLANS AND SHALL NOTIFY THE ENGINEER OF ANY OISCREpMCEES OBSERVED, SHOULD ANY 3PC/bOT N071BENFLED O GRADE OR DESIGN INDICATED ON THE PLANS >E SU�ECT, THE ENGINEER SHALL BE 0. COMPACTION OF SHADING AND BAl1ffILL MATERIAL SHALL ACHIEVE 95% OF THE STANDARD PROCTOR 7.ALL CONCRETE SHALL CONFORM 07 ERVM SSPI, SECTION 1006 C1ASS S 3 000 PS COMPRESSIVE NCONSTRUCTON IS BSCHED NAR 70 BEGIN ON THE AFFECTED AREA T�TM4� HOURS BEFORE s STRENGTH AT 28 DAYS,..UFSESS Oh1ERYISE SPECIFIED. DENSITY TF9ROUCFWUT 1FE ENTIRE LENGTH OF NEW PIPE 8 A STAMPED SET OF APPROVED PLAINS SHALL BE KEPT IN AN EASILY AMBLE LOCATION ON THE 28. ITHOR CONiiRAC70R THEIR LL BE THE SOLE RESPONSIBILITY OR ASSiQNS�gStA)pPLI THEIR SUCCESSORS OR ASSIGNS (AND/OR 7. BEDDING AND SHADING COMPACTION LIFTS SHALL BE G MAXIMUM. BAonLL COMPACTION LIFTS SHALL JOB SITE Ai ALL TIMES OR DURING CONSTRUCTION. CABLE) TO PURSUE ANY FEGOTIATIONS BE 10' M)XIMUM. OBTAIN ANY AGREEMENTS AND/OR PERMIT$ EE FROM ALL NECMARY OWNERS, PRIVATE AND/OR f 9. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE OCCUPATIONAL SAFETY AND HEALTH NQCNiBORiCOVERHM�NG) 1HIiS PAL IROJEl7 THAT L ES IN CHARGE A BE REQUIRED TO Do My WORK (CONSTRUCTION. AIWACEIT1, 70 (OR 8. ALL MANHOLES LOCATED OUTSIDE OF PAVED AREAS SHALL BE CORSiRUC7ID W17H A CONCRETE COLLAR ADWNISTRA710H RMUTIOYS PER STANDARD DETAIL 212 MODIFICATIOINS, GRADING DRAINAG& STRUCTURES, ROADS ETC.) ENCROACHING OR AFFECTING - 10. THE CONTRACTOR SH'U VERIFY LOCATIONS AND ELEVATIONS OF ALL EXISTING UILIiIES PRIOR TO CONCEIVABLE OR INDIRECTLY - ON MANNER, REGARDLESS SEW TOR PROPERTIES AND THIS WORK C SHOWN OR IN ANBED ON 9. AS -BUILT PLANS SHALL BE REQUIRED WNFN CONSTRUCTION IS COMPLETE. ALONG WITH SURVEYED COA4dENGEl4?TI OF ANY CONSTRUCTION. CALL 'BUIE STAKE' AT 1-BOD-782_ ( ) INVERT AND PIPE DATA IEEE PLANS SHALL INCLUDE X Y AND Z CAPS COORDINATES FOR THE CANTER OF (2) FULL WORKING DAYS PRIOR TO EXCAVATING A MINIMUM OF TWO THESE PLANS OR ON THIS PLAT. ALLMANHOLE PIPE D THE Z COORDINATE LULL !E THE RIM ELEVATION, THE BASIS FOR THE ii. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED BY GOVERNMENTAL AGENCIES 29IN WRITINGPROFESSIONAL OSSIONA THAT ALL MPROVOF RRECORD SHALL PRIVATE AS -BUILT ULT RECORD DRAWINGS CONSTRUC7ED,� COORDINATES SHALL BE RElA71VE TO HAD 83 AND NAVE) 8& BEEN10. ALL DESIGN STANDARDS MATERIALS AND WMXMANSHP FOR PUBLIC SANITARY SEWERS ARE TO BE IN 12 CONTRACTOR SHALL INSTALL STREET SCANS IN ACCORDANCE WITH THE TOWN OF ORE) VALLEY DEVELOP INSTALLED, MFNi CERTIFICATIONS INTANTIAL WRIiING SAS -BUILT RECORD DRAWINGS ARE TO S ACCORDANCE WITH THE LATEST EDITION OF THE PIMA COUNTY WASTEWATER MANAGEMENT DEPARi AWn SUBDIVISION STREET STANDARDS - SGNAGE POLICY. RECEIVED W THE TOWN OF ORE) VALLEY A MINIMUM 0.° AS-BUILT (2) ECOR PRIOR TD THE TO REQUEST FOR (PCWMD) MANUAL OF ENGINEERING STANDARDS AND PROCEDURES, AND THE PIMA COUNTY/CITY OF 7WDNCSON STANDARD DETAILS AND SPECIFICATIONS FOR PUBLIC IMPROVEMENTS. SAID MANUALS ARE ON 13 PAVING CONTRACTOR SHALL. ADJUST BOTH EXISTING AND NEW WATER VALVES BOX CO CERTIFICATES OF OCCUPANCY AND/OR FINAL INSPECTION BY THE DEPARTMENT OF PUBLIC WORKS AND FILE AT PIMA COUNTY WASTERWATER MANAGEMENT OFFICES AT 201 N. STONE AVENUE BTH FLOOR METER BOXES, MANHOLE RING SEWER MANHOLES TO AND CFNN IS RINGS MID CO � WATER THE RELEASE OF ASSURANCES EXCEPT FOR MODEL HOMES INTENDED TO BE USED FOR SALES EECIRIC MANHOLE RING AND COVERS TO THE NEW FINISHED GRADE �' TELEPHONE AND PURPOSES. IF THE PROJECT IS PHASED THE ABOVE PERTAINS TO EACH PHASE it. IMMEDIATELY REPORT ANY RELEASE OF SEWAGE, AND/OR ANY DAMAGE T0. OR THE DROPPING OF DEBRIS INTO THE PUBLIC SANITARY SEWAGE CONVEYANCE SYSTEM TO EITHER PCWMD FIELD ENGINEERING 14. UPON COIMENCEMENi OF WORK TRAFFIC CONTROL DEVICES SHALL BE POSTED AND MAINTAINED 8Y 30 IMPROVEMENT PLANS AND�NAL PLAT, PERFORM A FIELD PT OF ALL NECESSARY CERTIFICATIONS NLF AS NNDEVilA Hd�ENi EFIED (740-2651) OR PCWMD FIELD OPERATIONS (326-4334 ON WIE)XENDS HOLIDAYS, OR BETWEEN 5:00 PM THE CONTRACTOR UNTIL SUCH TIME AS THE WORK IS COMPLETED. ALL WARNING SIGNS,BARRICADES. 791-4911 AND 8:00 D IMMEDIATELY A PCWMD PIRFPRESBNTAiIVE DISPATCHED lT2{ED TO 1 �SI�iE AT 295_4595 OR TAKE IMMEDIATE ETC., SHALL BE IN ACCORDANCE WITH THE MANUAL OF UQFOOM 1RMF1C CONTROL DEVICES ADOPTED RESULT SAID R O SLYN ETC' MAY REWIRE ADDITIONAL WOO( AND/OR 1►MpRpyTlIFNiS AS BY THE STATE OF ARUZONA PURSUANT TO ARA 28-650. ACTION TO PREVENT OR CONTAIN THE SANITARY SEWAGE OVERFLOW (SSO) FROM THE SEWER SYSTEM. THE 15 IF UNANTICIPATED CONDITIONS ARE ENCOUNTERED DURING THE COURSE OF CONSTRUCTION AND ARE 3L BCE[ BASIS OF BEARING IS THE C SCATUNE OF PAGE 84 LL MAP DEL AND PLAITSWN QN SAID BEARING � S� BE RESPONSIBLE FOR ALL COSTS TO REPAIR THE SYSTEM, FOR ALL DEFENSES TO MITIGATE THE RELEASE AND TO DISINFECT THE RELEASE AREAS; AND FOR ANY REGULATORY PENALTIES BEYOND THE SCOPE OF THE DESIGN, THE ENGINEER SHALL SUBMIT THE NECESSARY REVISED OR LEVIED ON PCWMD BECAUSE THE SSO ENTERED A NATURAL OR CONSTRUCTED STORM WATER DRAINAGE SUPPLEMENTAL IMPRMM' PLANS FOR REVIEW AND APPROVAL BY THE TOWN OF ORE) VALLEY PRIOR 32 THE BASIS OF ELEVATIONS FOR THIS SURVEY 1S PIMA COUNTY GEODETIC CONTROL POINT '7N21'. SYSTEM. THE CONTRACTOR SHALL REPAIR ALL DAMAGE AS DIRECTED AND APPROVED BY PCW191. TO SUCH BENISONS/CHANGES BUNG MADE IN THE FIELD, SAID POINT BUNG A 600 NAIL PANEL POINT IN THE SOUTHWEST CORNER OF THE INiERSECION OF 12- SERER CONSTRUCTION LWL NOT COMMENCE UNTIL' 16. ALL STATIONING SHOWN ON PLAN AND PROFILE ARE ALONG CONSTRUCTION CENTERLINE OU ESS 33 SAID ELEVATION BUENA TA AND 5IND VISTA. a PIMA COUNTY DEPARTMENT OF ENVIRONMENTAL QUALITY (PLDEQ) HAS 1SS 0 A 'CERTIFICATE OF OTHERWISE NOTED APPROVAL 70 CONSTRUCT' FOR THIS PROJECT, AND b. CONTRACTOR HAS OBTAINED A PUBLIC SEWER C0N$ERUCTION PERMIT FROM PIMA CUM DEVELOPMENT 17. THE CONDWITIR SHALL BE RESPONSBLE FM THE CARE AND MAINTENANCE OF EXISTING 34. ALL EASEMENTS MUST BE ACQUIRED BY OWNER/BUELDERE PRIOR TO CONSTRUCTION. REVIEW (740-036) AT LEAST THREE (3) FUEL WORKING DAYS PRIOR TO THE START OF SEVER IMPROVEMENTS AND VEGLTA710H iN THE WORK AREA RE AND CONSTRUCTION. UMNDUMCTIONS DAMAGED DURING ACED CART PATHS AND ANY OTHER 30. DESIGN SPEED � 25 MPH DESIGN VEHICLE a SU-3Q 13 WHENEVER CONNECTING lb A LIVE SEWER IT IS THE RESPONSIBILITY OF THE CONTRACTOR 10 (A) CONSiRUC RIC ARE TO BE REPLACED BY 711E CONTRACTiR. ANY UNDERGROUND PIPES IRRI ON THESE LINES, IRRIGNITION CONTROLS CHAINS, STRUCTURES, OR IDENTIFY AND CONNECTING ALL FLOW MANAGEMENT T I THE ES THE SEWER CONSTRUCTIONTHONTBID SUBMITTED (A OBSURUCTIGNS NOT SHOWN ON THESE PLANS SH ALL BE MOVED. ALTERED, OR REPAIRED BY ME WITH THE PUBLIC SEWER PERMIT APPLICATION, AND (B) PROVIDE A FLOW BID PLAN THE I. WARN ENCONiERED, AS DIRECTED BY THE ENGINEER, AND IS A DEFINITE PART OF THIS PRE_COE PUBLIC S MEETING I TH WASTEWATER FIELD) PROVIDE A PRIOR TO MANAGEMENT SEWER CONSTRUCTION. REFER TO DETAIL WWM A-5 FOR FLOW MANAGEMENT PLAN REQLQREMENTS. CALL PIMA 18 ACCEPTANCE OF THESE PANS DOES NOT CONSTITUTE OR IMPLY ACCEPTANCE ANY THE COUNTY WASTEWATER FIELD ENGINEERING AT 740-2651 FOR ALL QUESTIONS REGARDING THE FOLLOWNG PREPARATION OF FLOW MANAGEMENT PLANS. B. A WALL(S). RETAINING OR 07H M TYPE(S). It THE LOTS 1-4, 14 AND 45-28 REQUIRE BACK WATER VALVES C. MAUE(S NY REINFORCED CONCRETE SIRUCT SmHOAENT(S) WHOSE PRIMARY PURPOSE IS To FUNCTION As A REiENROR/DETk7dII0y SEWER CONSTRUCTION NOTES 19. TARE HE ITEMS US71D ABOVE ARE APPROVED FOR LOCATION ONLY. SEPARATE PLAN CHECKS /COD PERMITS 1. NEW MHO SHALL BE CONSTRUCTED OVER THE EXISTING IN-SERVICE 8' DIAM. VCP SEWER PER PC/COT DEL w1w 301 THE TROUGH BASE AND/OR BINGES SHALL BE CONSTRUCTED WITH THE EXISTING MAIN REQUIRED. ALL IN ACCORDANCE WITH THE APPLICABLE CODES OF THE TOW, OF ORE) YALEY INTACT' AFTER ACCEPTANCE OF PROPOSED SEWER BY 20. THE CONTRACTOR SHALL GIVE FORTY-EIGHT (48) HOURS NOTICE WHEN THEY SHALL REWIRE THE DIAL. MAN AND COMPLETE CONSTRUCTION OF THE NEW MMHOOLLETINUT�RDAANNC THNREF CTHE ED SERVICES OF RE ENGINEER OR ANY OTHER PERSQN PROPERLY PURPOSE STANDARD DETAILS LAYING OUi ANY PORTION THE WBONC THEY SHALL ALSO DIG ALL STAKE HOLES NECESSARY 70 2 Al MANHOLES SHALL BE CONSTRUCTED WITH 4' DIAM MANHOLE SHAFT PER PC/COT DET WWLd 208 WITH GIVE LINE AND IN ANY AND BULL PROVIDE ASSISTANCE CALLED FOR BY THE ENGINEER OR CHAR CONCRETE BASE PER PC/CDT DET CORM 201, AND WITH 24' MANHOLE FRAME AND COVER PER PC/COT DET ASSISTANTS UPON ANY PART E THE WORK WHENEVER SO REQUESTED. AND SHALL PRESERVE ALL WWM 2111. EXCEPT THAT MANHOLES STAKES SET FOR THE LINES LEVELS B MEASUREMENTS OF THE WORK IN THEIR PROPER PLACES AND COVER PER PC/COT DET WWM 2132 SHALL USE 24' WATERPROOF MANHOLE FRAME UNTIL AUTHORIZED TO REMOVE THEM BY THE ENGINERS ANY EXPENSE INCURRED IN RE LAGING STAKES mi J4�WU b sec N/A S gyp,,, ,, W. Ti PAM 06/06/07 HAL MAW P. RT R¢cxm er: 1-�182=5348 6105-A-001-0600 .49 Na OF OV12-82-i �a-aas STREET SECTION SCALE 1'=1Lr ra r ti � 1r. • ypP TRAFFIC ROW 172"STREET SECTION SCALE: P-10, 3 ACCESS ROAD scab:: r-IT s1sff TRAFFIC ROW SIGHRINE AND MIN. BUILDING SIGNTLINE AND MIN. BUILDING SETBACK LINE I STREET SETBACK LINE, (NO OBSTRUCTIONS . 30'-7Y IN LUIGNT) NTH SIGHT VISIBILITY TRIANGLE SCUPPER SECTION DETAIL NIS PC CDT SD "m MIR 4' REVEAL (MAG SD 220) RAIL POST 1/47 X 3 11T X 5 11rL NCRETE BED B DETAIL SCALE: NIS SCUPPER STAlION/OFFSET STREET EP EL T INVERT IN EL 0 SLIPPER 4 STA: 13W.9D : 23.73 LT CAALE TECDITO LUCAS 6051 59.86 8 i17� SCUPPER DETAIL SCALE NTS PC/COT SD 20M 9 CUL—CE—SAC � POST CONNECTION DETAIL SCALE: 1 =10• EM % STOP SIGN (R1-1) PER SECTION MANUAL ON UNIFORM TRAFFIC ( CULVERT 1 N.LS CULVERT 2 N.TS GRADE POTABLE .: r 4' COVER • "� WATER b DIP REQUIRED LINE DIA 1% HCS MIN. t0 SPECIAL FLAT HCS CONNECTION ILLS =,HC NWESU�"R�.4ft 1-80HU-530 �.a ww I= .10. G-6105-A=001=0600 IL MI R SECT ON D CS. n„F As sHowN 61os—A—om—nsoo OTS I THR 2 and O �� �w �� ENGINEERING �� � � �� aAB.L�aD,A.cayP�,r� COMMON AREAS A B C F . Vim, tra.n ex yx 4„euP7•_ CRAM of D HO CK �- T9 p f Niue" NOS . �..vw punrwnnx:ir AHt TO BE IN ACCORDANCE WITH PIMA COUNTY/CTY OF TUCSON MODIFIED SUNDARD S ECFlCATIOIS FOR PUBLIC gMPROVEMENTS (PC/COT SSPII EDITION OF 20A EXCEPT AS 7 HEREBY. 1: 2 ALL CONSTRUCTION AND TESTING METHODS SLAt1 BE IN CONFORMANCE WITH PCJCDi SSPL EDITION @ OF 2003 EXLXPT AS MCOXFIED HEREBY. 3. ALL WIXLR SHALL BE IN MTORMANCE TO GRADING STANDARDS, CHAPTER 15 OF THE ORO VALLEY ZONING CODE REVISED. 2 4. EXCAVATION AND BACOIlL FOR STRUCTURES SHALL CONFORM TO PC/COT S5P4 SECTION 203-5. 5 S ALL CONCRETE SHALL CONFORM TO PC/COT SSPI, SECTION 'DM- CLASS S. 3.000 PSI COMPRESSIVE STRENGTH AT 28 DAYS, UNLESS OTHERWISE SPECIFIED. 6- A STAMPED SET OF APPROVED PLANS SHALL BE KEPT IN AN EASILY ACCESSIBLE LOCATION ON TIE JOB SITE AT ALL TIMES OR DURING CONSTRUCTION. s 7. CONTRACTOR SHALLCOMPLYWITEM ALL REGULATIONS. APPLICABLE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION � 8. CONTRACTOR SHALL CALL BLUE STAKE (1-800-782-5348) TO VERIFY LOCATION OF ALL UZUTIES PRIOIR 6 TO COMMENCEMENT OF CONSTRUCTION. 9. CONTRACTORS SHAD- OBTAIN ALL PERMITS REQUIRED BY GOVERNMENTAL AGEN= fi iQ UPON COMMENCEMENT OF WORK, TRAFFIC CM47RDL DEVICES SHALL BE POSTED AND MAINTAINED BY THE CONALLTRA= UN71L SUCH TIME AS THE WORK IS COMPLE ED. ALL WARNING SIGNS BARRICADES LTG ACCORDANCE WITH THE MANUAL OF UNIFORM TRAMC CONTROL DEVICES ADOPTED BY THE a STATE OF ARIZONA PURSUANT TO AR S 28-650. 11. IF UNANT CIPATED MOTIONS ARE . ENCOUNTERED DURING THE COURSEBEYOND THE SCOPE OF IM DESIGN. TOF CONSTRUCTION HIND ARE HE ENGINEER SHALL SUBMIT OR SUPFIUaT IMPROVEMEW PLANS FOR RENEW AND APPROVALYYTTHEETOWN OF OR��AULY PRIOR TO SUCH REMIS/CHANGES TONG MADE IN THE FIELD. 2 12 ALL STAiICNING SHOWN ON PLAN AND PROFILE ARE ALONG CONSTRUCTION CENMME UNLESS OTIERWLT NOTED. 13. THE CONTRACTOR SHALL BE RESI'WNSIBLE FOR THE CARE AND MAiITEIMlCE OF ETOS7I4G IMPROVEMENTS AND ( OBSTRUCTIONS DAMAGED DURING CONSTRUCTION ARE 70 ORK AREA. BE �jACED BY THECONTRACTOR,PCOANTTRRAC AND .ANANY X UNDERGROUND PIES, IRVJGA7ION LINES, INGA71ON as� DRAM STRUCTUPZS� OR OBSTRUCTIONS NOT SHOWN ON NM PLANS SHALL BE MOVED, ALTERED OR REPAIRED By TW CONTRACTOR WHEN N ENCOUNTERED, AS DIRECTED BY THE ENGINEER, AND IS A DEFINM PART CE THIS PROJECT. r 14. ACCEPTANCE OF THESE PLANS DOES NOT CONSTITUTE OR IMPLY ACCEPTANCE OF ANY OF THE FOLLOWING a WALL(S), RETAINING OR O7FU TYPE(S� a b. ANY REINFORCED CONCRETE SiRUGTURE(S). A c ANY EiMBANROM XS) WHOSE PRIMARY PURP06E IS TO FTRIC ION AS A REFMIO4/DETENTION STRUCTURE THE ITEMS LISTED ABOVE ARE APPROVED FOR LOCATION ONLY. SEPARATE PLAN am AND PERMITS ARE REQUIRED, ALL IN ACCORDANCE WITH 7HE APFIICASLE CODES OF THE TOWN OF ORD YAW. THE CONTRACTOR SHALL GIVE 15 HM NOTICE WHEN HE SHALL WM IM SERVICES OF RE ENGINEER OR ANY OTHER PE SEON PROPERLY AUTHORIZED FOR SUCH PURPOSE FOR LAYING OUT ANY PO RTTON OF TM WORK HE SHALL ALSO DIG ALL STAKE HCLES NECESSARY 70 GIVE �C LINE AND EEVDS AND SHALL PROVIDE ASSISTANCE CALLED FOR BY THE ENGINEER OR HIS ASSISTANTS UPON ANY PART OF THE WORK WHENEVER SO REQUESTED AND SHALL PRESERVE ALL STAKES SET TS OR THE LINES LEVELS OR MEASUREIMDM OF THE WORK IN THEIR PROPER PLACES UNTIL AUlIHCIM TO REMOVE THEM BY RE ENGINEERS ANY DMSE INCURRED IN REUMG ANY STAKES HIM THE a COMRACTOR OR HIS SUBORDINATES MAY HAVE FAILED TO PRERVE SHALL BE CHARGED TO THE CONTRACTOR. 16. IT SHALL BE THE CONTRACTOR'SRESPONSIBILITY TO FURNRSN, HAUL. AND APPLY ALL WATER REQUIRED FOR COMPACTION AND FOR THE CONTROL OF DUST FROM CONSTRUCTION ACTMTY. THE COST THEREOF IS TO BE INCLUDED IN THE GRADING CONSTRUCTION PRICE 17. IT SHALL BE THE CONTRACTOR$ RPSPONSIBIUTY TO FULLY COMPLY 111H ADEQ STOUIWATER R DISCHARGE PERMIT IN ACCORDANCE WITH THE REPORT AND POLLUTION PLANS PREPARED BY TIE ENGINEER. THE COST THEREOF TO BE INCLUDED IN THE GRADING CONSTRUCTION PRIG 18 BUILDING SITES SHALL BE CONSTRUCTO TO WITHIN 0.10 FOOT OF FNSH BUILDING PAD +Q ETEVA71M AS -STAKED BY THE ENMM STREETS AND PARKING AREAS SHALL BE CONSTRUCiD 70 WITHIN 10 a FEET OF FINISH SUBGRADE AS STAKED BY THE ENGNEIIR Y 19. A REPORT OF SMS.iNVESTIGA71ONS, INCLUDING RECOMMENDATIONS FOR GRADING PROCDURIES HAS BEEN PREPARED BY PATTISON-EVANOFF. DATED DULY 15. 2003, JOB NIL 03-235 FOR THIS PR04 L EARTHWORK SHALL CONFORM TO THE RECOMMENDATIONS CONTAINED IN SAID REPORT AND ANY P AME OUDITS MADE THERM 20. THE SOILS ENGINEER SHAD, OBSERVE. INSPLT:T AND TEST ALL CONSTRUCTION OPERATIONS. INCLUDING BUT NOT LIMITED TO GEARING, GRUBBING, SUBMADE PREPARATION, STKXTURAL, TRENCH EXCAVATION AND BACffIl. MATERIAL TESTING, 7O6ETIHER WiT}{ PLACEAAO?NNT OF FIT. SA10 FNGPffIIt SHALL C4RIXFY PERFORMED IN ACCORDANCE I�M1H�IHE�REOgMMENDAli0N5 AS SET i'CtM I4D0�7ECIILCA(, g � INVESTIGATION t)F RECORD AND ARE W CONFOOMANCE CORN 1}E ACOEPTED PLANS AND SPECFlCATIONS � F0 �DW �GD RA �¢ � B� TOWN OF CRO VALLEY PRIOR 1D THE REnUEST 21. GRADING BOUNDARIES S a BE CLEARLY MARKED, AND ALL WORK WILL BE CONFINED 10 APPROVED - e PROJECT LIMITS AS SHOWN ON THESE PLANS, GENERAL GRADING NOTES CONTINUED: 22 iT SHALL BE THE RESPOISBWTY OF THE CONTRACTOR AND OR 7FHE SURVEYOR PROVIDING THE COI451RUCTION LAYOUT TO VERIFY THE BENCHMARK AND COMPARE THE SITE CONDITIONS V47H THE PLANS AND SHALL NOTIFY 1FE ENGNEIIR OF ANY D15QREPANCES OBSERVED. SHOULD ANY BENCHMARK, GRADE OR DESIGN INDICATED ON THE PLANS BE SUSPELT, THE O4GNER SHALL BE NO1F7ED OF SAID BENCHMARK, GRADE OR DEPROBLEM AT PROBAT LEAST TWENTY --FOUR HMIS BEFORE CONSTRUCTION IS SCIMM TO BEGIN ON THE AFFECTED AREA 23. IT BALL BE THE SOLE RESPONSIBMY OF THE OWNER(S), THOR 91 S OR ASSIGNS, (AND/OR 1H0R CONTRACTOR, iIEIR SUCCESSORS OR ASSIGNS AS APPLICABLE) TO PRIDE ANY NEGOTIATIONS, 03TAW ANY AGIREMENTS AND/OR PERMITS, ETC., FROM ALL NECESSARY OWNERS, PRIVATE AND/OR GOVERNMEN)SPDO A0.IACENT ANEIG ) THIS PROOJEC7. THAT MAY BE CIES IN CHARGE OF PROPERTIES mANY WORK CONSTRUCTION, MODIFlCA7XONS GRADING. DRAINAIE STRUCTURES ROADS. ETC.,) ENCROACHING OR AFFECTING - A PRD RGHTS-CF-WAY IN ANY CDNCOVABLE MANNER, REGAROIESS OF *ETHER R OR N0� T TINS WORK IS SHOWN OR Di MINED ON THESE PLANS (OR) ON THIS PLAT. 24. THE PROFTSSIONAL ENGINEER OF RECORD SHALL SUBMIT AS -BUILT RECORD DRAWINGS AND CERTIFY IN WRITING THAT ALL IMPROVEMENTS, WHETHER PRIVATE OR PUBUC; HAVE BEEN CONSTRUCTED. PLACED, INSTALLED, ETC. IN SUBSTANDAL CONFORMANCE WITH THE ACCEPTED PLANS FOR THIS DEVELOPMENT. CERDFICAiRONS IN WRITING AND THE AS -BUILT RECORD DRAWINGS ARE TO BE RECEIVED BY THE TOWN OCECCOIPOVALLEY A' AND% NFIHAAL NSPE�C INSPECTION BY THE DEEKS DEEPAARTOR TMMENTT OF P EDIM FOR WORKS �AND W R SE OF ASSURANCES E7RtEPT FOR MODEL HOLES INTENDED 70 BE USED FOR SALES PURPOSES. IF THE PROJECT IS PHASED THE ABOVE PERTAINS TO EACH PHASE 25. THE BASIS OF BEMNG IS THE CENFERUNE OF VALLE DEL ORO AS SHOWN HERON SAID BEARING BEiNG N 2T.V44' W FROM BOOK 15 AT PAGE 84 OF MAPS AND PLATS 26. THE BASIS OF ELEVATIONS FOR TINS SURVEY IS PUMA CUM GEODETIC CONTROL POINT M,*.SAID POINT BONG A 6OD NAIL. PANEL POINT IN THE SOUTI{WESf CORNER OF THE INTERS CRON OF CAUL BUENA VLSTA AND LUX VISTA Z7. SAID 11EVARON BEING 2591.21 (NAV066) 2& ALL EASEM M MUST BE ACQUIRED BY OWNER/BmOER PRIOR TO CONSiRUC71OL 29. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALCULATE HIS OWN EARTHWRK OUAMITES AND SUBMIT HIS BID BASED THEREON. 3D. THE CONTRACTOR SHALL PRESERVE ALL STAKES SET FOR THE LINES, LEVELS OR MEASUREMENTS CE THE WORK IN UNTIL AVINORIZED 70 REMOVE THEM By ENGINEER& ANY VSE INCURRED INS PREPLACING ANY SRO" PLACETAKES WHICH THE CONiM70R OR MS SUBORDINAIM MAY HAVVEE FAILED TO PRESERVE SHALL BE CHARGED 70 THE CONTRACTOR. 31. ALL ORGANIC MATERIAL SHALL BE REMOVED WITHIN QM40 LIMITS FOR NECESSARY GRADING TO A DEPTH OF SIX (6) RIM AND LAWFULLY DISPOSED OF PRIOR TO GRADING 32 OMISSIONS OR CONFLICTS BUWEE N VARIOUS ELEMENTS OF THE DRAWINGS. N07ES AND DETAILS SHALT. BE BROUGHT 70 THE ATIENTIO4 OF TFE ENGINEER AND RESOLVED BEFORE PROCEEDING WITH THE WORK 33. ALL GRADES SHOWN ARE FINISH GRADES. 34. -U CONTOUR LIES ON THE GRADING FLAN ARE TO BE USED FOR ROUGH GRADING. SPOT ELEVATIONS ARE TO BE USED FOR FINE GRADING. 35. 34. ALL PROPOSED DRAINAGE STRUCTURES WITHIN PUBLIC RIGHT-OF-WAY AND PUBLIC DRAINAGE EASEUEMB SHALL BE PUM THOSE NOT IN PUBLIC DRAINAGE EASEMEITB SHALL BE PRIVAiE 36. 35. ANY AREA SOURCE FOR FiLL MATERIAL, IF REQUIRED. SHALL BE APPROVED BY OWNER AND SOILS ENGINEER PRIOR TO USE TESTS OF FILL MATERIAL WILL BE DONE AT THE OWNERS EXPDM 37. 36. COMPACTION IN ALL AREAS SHALL BE TO A MINIMUM OF 95% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO DESIGNATION T49, "OD A iHOSE AREAS TO RECEIVE FILL ARE TO BE SCARIFED 70 A DEPiLL OF SIX (6) INCIS, BROUGHT 70 THE PROPER MOISTURE CO [IE T AND COMPACTED TO THE REQUIRED DENSITY. LEGEND PROPERTY BOUNDARY - - - - - EASEMENT LUTE CENTERLNE OF ROAD ------- SECTION TIE DOWN LINE -OF- -ELEC- - EXISTING 0/H ELECTRIC POWER LINE C --- EXIST. GAS LiNE PROPOSED GARB -� PROPOSED SCREEN WALL PROPOSED RETAINING WALL PROPOSED RETAINING & SCREEN WALL ----"�-- iOD-YR POST-DEvaD m FLOOD PUN 10D-YR PRE -DEVELOPED ROOD PLAIN 100-YR FE39A FLOOD PUN LIMITS -- �' - EROSION HAZARD SETBACK VILLA M I LAG RO LOTS 1 THRU 28 and BLOCK 1 COMMON AREA "A" ( RECREATION AREA), COMMON AREA "B" (LANDSCAPE AREA), COMMON AREA "C" (DRAINAGE AND NATURAL OPEN SPACE) AND COMMON AREA "D" (DRAINAGE AREA) 0 NAE PUE C.A. -LP =(B TEL • PP (M) (R) 82 181 73 74 (ALL STREETS AND ALL SEWERS ARE PUBLIC) OV12-03-09 20 19g2326 18 1716 15 14 VULI.TA A1EGE MIM 13 1 12 1 11 10 9 FOUND BCSM FOUND REBAIRAO L/R L SAKE NEW SURVEY MONUMENT DIRECOON OF FLOW NO ACCESS ESMT. PUBLIC UTILITY EASEMENT COMMON AREA ISYNOiE LOW POINT HIGH POINT GRADE BREAK FINISHED SURFACE MAITON TELEPHONE PEDESTAL . POWER POE MEASURED DIMENSION RECORD DIMS10N PER MAPS A PUTS LOT ACCESS THIS SIDE PERCENT DRAINAGE GFLORADWE ARROW k SIGN POST 1.53'N, 0.7SW AY- 6- =°w LOCATION MAP BLOCK 1 - SCALE: 3• - 1 MILE oAL A PORTION OF SECTION 13, T-12-S R-13-L AAA • o¢� 4 TOWN OF ORO VALLEY G NE S. R. M.. PIMA COUNTY, ARIZONA �N ILCLS (PUBi1C Q Q a h 1 SHEET INDEX 2 SHEET L.........COVER SEET SHEET 2..-- PUN SHEET M SHEET 3 .. _ DETAIL SHEET 3 = LANDSCAPED AREA 4 OWNER/DEVELOPER• is k T.I. BEDNAR HOMES. INC. 4846 N. DAVIS AVENUE TU SON. ARIZONA 85705 6 ON AR (520) 293-7203 RECREATION 7 COMMON 'B CIVIL ENGINEER: LANDSCAPED B E�RIVEER OPEN SPACE RAINAGE AREA TWO ROAD, STE 3DO iUCS014 ARIZONA =8 CRAIG A HUNT, P.E. (AZ 140221) (520) 299-8700 REFERENCE SITE PLAN SCALE: 1' - 100' 0' 100, 200' 30V ACCEPTANCE GEOTECHNICAL .ENGINEER PATiLSCN-EVANOFF 1129 NORTH TANSTEL BOULEVARD TUCSOI, AZ 85716 TULPH PATIISON, P.E (520) 881-1234 PC - COT DETAILS REFERENCED 106 BARRICADE RAILING 107 REMOVABLE POST BARRICADE 1G9 SUM WALL 200 CONCRETE SIDEWALK 205.5 SIDEWALK SCUPPER - TYPE 3 209 CONCRETE CURB WWII TYP. SEWER ESMT. SECTION TOWN OF ORO VALLEY DATE PIMA COUNTY WASLEVATER MANA1 aoT BEPI: DATE REJECT GRADING NOTES• G-6105-A-001-0500 I. ESDMATM EARTHWORK QUANTITIES MR PE6iT PURPOSES ONLY (NO ALLOWANCE FOR SQRNKA*. CY CIF, CY FILL 2 THIS PLAN IS TO BE USED FOR GRADING AND DRANAM CONSTMUnON ONLY. CONTRACTOR SHALL REFER TO PAVING AND SEWER PLANS FOR ROAD PA 911Lm, Ab THE RIGHT -OF WAY OF PROPOSED PUBLIC STREETS.' CURB. SDEWAtK AND SCUPPER IMPROVEMENTS 1WM r it ' - . � ENGINEERING cu R NCd40N5 NW0.FrmCam0.5uymJtecaubXU l'ii-mu SIIffaSAS)tta6t RnW. W. ab oeepuon a. -es roavwa s>< N_� 's PAIL 0106/07 gI „ MR m SAR/JKR aI'LL S� OEM er SWH AB N6 6105-A-001-0500 OVI2-03-09 VIER 9CE NOS. I i2-"\ DETAILED PLAN (COMMON AREA "An CALE• S1`-20 m .., ......... STEM GRADE NOTE: • PAD ELEVATION IS EQUAL TO HIGH POI UNLESS OTHERWISE NOTED 0"A" LOT GRADING DE' SCALE 1'=30' EYNOTES T LOT GRADING. SEE DETAIL 3. SHEET 2 T LOT GRADING. SEE DETAIL 4, SHEET 2 110' PUBLIC UTILITY EASEMENT BY FINAL FLAT 1' NO ACCM EAS UIENT BY FINAL FLAT RETAINING WALL BY OTHERS GROUTED ROCK RIPRAP 0 1: 1 SLOPE, D50-V 4 WIDE ROCK RIPRAP SPILLWAY ON FILTER FABRIC 13—CFTC. CONCRETE SCUPPER PER PC/DOT SD 2D5.5 RROCK RIPRAP SPLASH PAD ON FILTER FABRIC D50=1 MARF/END BARRICADE RARING PER PC/COT SD 1M I START/END 4' HIGH WROUGHT IRON FENCE F-1 , R�0"s A VILLA MILAGRO _GRADING PLAN°�� ENGINEERING LOTS 1 THROUGH 28, BLOCK 1 AND W. ` OYibecmq,Lwkkbp I•pi COMMON AREAS A". B', "C', & D" tl 1610NFimnNfaA�p,SDe700 TeeNtFi19f0 Pa5A59G8RfincSLL5iL15,1 Nn D,soiplbn paw ex kpwea ex _I�' C5 SECTION SCALE NIS SCALE AS SHOWN be No. etih APRIL.2007 6105—A-001-0500 Draw+ Dr. OF OEM er. SH OV12-03-09 �— Ruotm Nos. r m 9 6 1 SECTION SCALE 1'=5 2 SECTION SCALE 1=5' 3 SECTION SCALE: , =5' 4 SECTION SCALE: 1'=5 _5(�_ SECTION SCALE: 1 -55 MTA ALEGRE MIGUEL s SECTION SCALE: 1'4 (PC/COT SD 209) 8 ROAD 4' 14' 14' IT ESMT AVEL LANE TRAM A M 4% `- DEWALK 4' B C CompAC1ED SUB -GRADE STREET SECTION SCALE: 1'=10, EXISTING ------------------ 4 PUE k ROAD MAIM. ESMT ' S,4' U.5' 15' 5• 3. 4 5. PUE TRAVEL LANE YRAVE1 LANE PIE 4Z A C CAT SD 200 B SUB GRADE 6' VERTICAL CURB - TYPE 2 PC T SD 209 (78"N STREET SECTION SCAM: 1•=1D' DN 1 FABRIC D50-6', T=12' v„���r *SEE PLAN FOR SPOT GRADES SECTION 0 LOT 28 SECTION SCAT% NIS IN PIWCT NJIN ff A � aVILLAMGGRADING PLAN ENGINEERING LOTS 1THROUGH28.BLOCKI AND STEM r Dalinrig•laodDea�iomi.CPl�ig COMMON AREAS "A", "B". "C" & "D" R,"Im Ra Oab 0-0ti. Ippwed N WOlifm"41a0.5de2Y iumgK6710 PkSO5f66517FacuE4119S1 s9= AS SHOWN xs Ra DALE APRIL.2007 6105-A-001-0500 �— WAU er: .IF OF p¢r�an Rr: SH 042-03-D9 �— Ra RM NOS - GENERAL NOTES 1. ALL CONSIRUCTO SHALL CONFORM TO 'ORO VALLEY WATER UTUTY STANDARD SPECIFICATIONS FOR POTABLE WATER CONSTRUCTION-- REVISED 4/23/02. A COPY OF THESE STANDARDS AND THE 'TUCSON 2 WATERDETAILS 2001 EDITOW SHALL BE VAILABLE ON- STANDARD SPECIFICATIONS AND THE CONTRACTOR N REQUIRED TOACOd1ACT 'BLUE ITE DURING CONSTRUCTION. STAKE' (1-800-7825348HOURS 3 PRIOR TO ANY EXCAVATION 70 INE ACCURATE UTILITY LOCATIONS. B BEARING THE CENILRUNE OF VALVE DEL ORO AS SHOWN HIXIN. SAO BEARING AT�PAGEDF 84 MAPS AND PUTS. BEING N 2533'44' W FROM BOOK 15 4. BASIS OF MATIO1• PIMA COUNTY GEODETIC CONTROL POINT '7N21. SAID POINT BUNG A 60D WL PANEL POINT POINT THE SOUHWIEST CORNER OF THE MLERSECDON OF CAL£ BUM VSTA AND LINDA VISTA S A PCOEQ STAMPED AS APP ZROVEO C� OF THIS PLAN SHALL BE KEPT N AN EASILY TIMES MIRING ACCESSIBLE LOCATION ON THE SITE AT ALL 6. 7. DR UTILITIES �(3E PLACED ON THE OPPOSITE SIDE OF THE STREET FROM WATER SEPARATE METERS ARE REQUIRED FOR IRRIGATION AND DOMESTIC SYSTEIM DOMESTIC AND IRRIGATION SERVICE SHAD. NOT BE INTERCONNECTED. B. TO �Oi�UE INSTALLEDDEVELOPER A� GIN UTIUIN� TO TANSY WATER SERWILL A BEINGBA OVIIpm AT 229-50 1. CONTAACFTION 9. PRIOR TO ANY WATER SERVICE LNG PROVIDED, A PDEQ APPROVAL OF CONSTRUCTION MUST BE N PUCE AM. EASEMENTS MUST BE DEDICATED, AND A LINE EXIENSION AGREEMENT MUST BE N PUCE FOR STIR III BE WITHIN COMMON AREAS SHOWN HEREIN MAY BE DESVIq PROVI ALL VEGETATION TO DED. TROYED BY THE ORO VALLEY WATER UTIIM WHILE DOING ROUTINE MAINTENANCE THE DEVELOPER SHALL BE RESPONSIBLE FOR ALL COSTS IT. FOR REVEGETATION OF FASI]AENTS ff ANY CONSIRUCMI INCLUDING WAILS IS PROHIBITED N THE PUBLIC WATER OR UTILITY EASEMENTS (REQUIRED7 13. CONTRACTOR IS RESPONSIBLE TO FELD MIM LOCATIONS OF E)ISTING UTILITIES. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REWIRED BY GOVERN ENT& 14. AGENCIES. THIS INCLUDES A RIDES PERMIT OR WAILER FOR FLUSHING OF HIGHLY CHLORINATED WATER SAID WATER WILL COMPLY WITH PETUMG CRITERIA AVAILABILITY OF CONSTRUCTION WATER (INCLUDING WATER FOR FLUSHING) MAY OVWU STAFF. BE LIMITED AND MUST BE COORDINATED WITH 15. 16. DEVELOPER WILL SUPPLY A MUELLER C0. HYDRANT DEFENDER FOR EACH HYDRANT THE GROSS IN THE DEVLIOPMENT. REA OF THE BLOTS AOF 17. 1& THE NUMBER RESIDENTIAL N 2& THE NUMBER OF COMMERCIAL LOTS IS 1. 19. THE PROPOSED USE OF THE PROPERTY N SINGLE-FAMILY DETACHED RESDFNRAL LOTS AND 9400 SF OF OFFICE SP ALL WATER MAINS ARE PUBLIC.ACE 20. APPROVED OrF SINE WATER IMPROVEMENT PLANS TO BE COMPLETED PRIOR OR CONCURRENTLY NTH THIS ON -SITE WATER IMPROVEMENT PLANS FIRE SERVICE NOTES 1. 2 ALL NEW FIRE LINE INSTALLATIONS REWIRE A BACITWW PREVENTION ASSEMBLY. BACKFIOW PREVENTION ASSEMBLIES WALL BE UL 1469 LISTED AND USG APPROVED. CONTACT THE WATER UTILITY AT 52D-229-5061 FOR A UST OF APPROVED ASSEMBLIES. 3. PRESSURE LOSES ACROSS BACKFLOW PREVENTION ASSEMBLIES MUST BE ACCOMMODATED IN THE DESIGN OR REDESIGN CH THE E PREVENTION SYSidL 4. PRED INS CLOSE 70 THE SERMCE S CONNECTION DE ASSEMBLIES SHALL BE ABOVEPOSSIBLE ON PRIVATE PROPERTY. WHEN AN ASSEMBLY IS STALLED N A MECHANICAL ROOM, SUFFICIENT SPACE IREO FOR THE TESTING AND MAINTENANCE OF THE BAW,5. �AHJD INSTALLATIONS SHALL MLfT CURRENT PLUMBING FIRE ESN APPLICABLE N AEDNKIN TO THE UTILITY'S STANDARD DETAILS 6. BACKFLOW PREVENTION ASSEMBLIES INSTALLED IN A VERTICAL POSITION SHALL BE APPROVED FOR VERTICAL NSTALUTION BY THE MANUFACTURER. 7. A 45-DAY INSTALLATION PERMIT IS REQUIRED FOR EACH BACKFIOW PREVENTION ASSEMBLY. IN ADDTTION THE INSTALLATION MUST BE INSPECTED BY THE UTILITY AND ASSEMBLY MUST BE TESTED BY A STATE CERTIFIED BACI LOW TESTER BEFORE APPROVAL TINE FIRE LANE CONTRACTOR SHOULD MALE ARRANGEMENTS WITH A PRIVATE BACKFLOW PREVENTION ASSEMBLY TESTER THAT IS REGISTERED WITH THE UTILITY. A CERTIFIED BACKFLOW PREVENTION TESTER WILL ONLY HAVE RESPOSITTIM FOR 1HE TEST AND REPAIR OF THE BAWUW PREVENTION ASSEMBLY AND NOT ANY OM COMPONENT OF THE SIwxER SYSTEM UNLESS THAT POW IS CER71FIED TO ORM TESTING ON FIRE SMIaM sysMa 8. ENE TYPE OF BACKFLOW PRROTET ION IS DEPENDENT ON SPECIFlC CONDITIONS. RFDUNEMENTS FOR THE TYPE OF BAgffLOW PROTECTION IS AS FOLLOWS; • FIRE LINES WITH NO CHEMICAL ADDITIVES AND NO ADDITIONAL WATER SUPPLY REQUIRE A DOUBLE CHECK DETECTOR ASSEMBLY RUNES • FIRE UMETZE ONE) CAL ADDITIVES AND/OR HAVE ACCESS TO AN AUXIUARY NON -POTABLE WIATER SUPPLY REQUIRE A REDUCED PRESSURE DETECTOR ASSEbMBi Y (RPDA� GOLDER RANCH FIRE DISTRICT GENERAL NOTES " 2 THE FIRE FLOW PROVIDED FOR THIS PROJECT IS 1750 WIM FOR A 2-HOUR WRATIOK 710 HYDRANTS ARE PROVIDED IN THIS PROECT. 3. FIRE HYDRANTS CONNECTED TO AN APPROVED WATER SUPPLY OF 1,000 CPU FOR FIRE PROTECTION, SHALL BE INSTALLED AND IN SEANCE PRIOR TO 118LE MATERAL DELIVERY TD THE SITE TEMPORARY COYSIRUM OFFICE COMBUSTIBLE MATERIALS. TRAILERS ARE CONSIDERED MATERIALS. 4. THE MINIMUM FIRE FLOW AND FLOW DURATION REQUIREMENTS FOR ONE- FAMILY AND TWO-FAMILY DWELLINGS HAVING A FIRE FLOW CALCULATION AREA WHICH DOES NOT EXCEED 3,600 SQUARE FIST SHALL BE 1,000 GALLONS PER MINUTE ONE -FAMILY AND TWO FAMILY DWELLINGS WHICH D(C® 3,600 SQUARE FEET N FIRE FLOW CALCULATION AREA SHALL INSTALL AN APPROVED AUTOMATIC SPRNIQER SYSTEM IHRQUGHOUT. SE INTERNATIONAL FIRE CODE SECTION 901E-8.3 AND 8105.1. TRO MAIIKERS SHALL BE INSTALLED AT EACH HYDRANT LOCATION. 6. 7. THE SINTER OF 1S LARGE DIAMETER, HOSE W SHALL BE NOT LESS THAN 118 INCHES ABOVE FAA. GRADE A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF ALL FIB & HYDRANTS. WHERE FIRE HYDRANTS ARE SUBJECT TO IMPACT BY A MOTOR VEHICLE, GUARD POSTS OR OTHER APPROVED MEANS SHALL BE PROVIDED. 9. ALL OUT OF SERVICE HYDRANTS SHALL BE 01ARLY MARKED OR TAGGED AS OUT OF SERVICE WHILE THE WATER LINES ARE UNDERGOING BACTERIOLOGICAL CLEANSING AND TESTING, THE HYDRANTS SHALL BE MARKED AS CUT SERVICE OUT OF SEANCE MARKING AND TAGS SHALL REMAIN UNTIL THE HYDRANT HAS BEEN INSPECTED BY THE DEVELOPER APPROVED BY THE WATER UTILITY. AND IS IN SERVICE RE WATER UTILITY WILL. NOTIFY It FIRE MARSHAL *0 THE HYDRANTS ARE IN SERVICE AND AVAILABLE FOR FIRE FLAW TESTING \ � ,; WL " - TNE`I . ENGIINEEERING 1'UW'ION:'JJ�U Mrs atl,. sc•a c..Ic« & ,mar awa.wmormu�a alcasae+ussw�suwa i J wIM car wFEaoas wares. caanz ewc BE] KO PCO mweW-. er.~r WOM WE war. � w 13 in* no Mg. O zowE:: N51: uwae+c e+Fo 7•-aCea near• m umsno- n� ON -SITE WATER IMPROVMENT PLANS FOR VILLA M I LAG RO H LOTS 1 THROUGH 28 COMMON AREA "A" (RECREATION AREA), "B" (NATURAL OPEN SPACE), "C" (LANDSCAPE), I "D" (DRAINAGE); AND BLOCK 1 ALL STREETS AND ALL SEWERS ARE PUBLIC OV12-03-09 f LEGEND -®-- ON -SITE WATER IMPROVMENT PLANS FOR VILLA M I LAG RO H LOTS 1 THROUGH 28 COMMON AREA "A" (RECREATION AREA), "B" (NATURAL OPEN SPACE), "C" (LANDSCAPE), I "D" (DRAINAGE); AND BLOCK 1 ALL STREETS AND ALL SEWERS ARE PUBLIC OV12-03-09 f LEGEND -®-- NEW WATER LINE AND WATER VALVE NEW 6' FIRE HYDRANT ASSEMBLY E)MG WATER LINE & VALVE DOSTNG SEWER LINE & MANHOLE �-,4X HORIZONTAL BEND O NEW SEWER LINE & MANHOLE \ ® NEW SURVEY MONUMENT 1• W ■ NEW 1' WATER SERVICE - - - - PUBLIC UNITY EASEMENT LINE 1• WS NEW 1' SPLIT WATER SERVO ® ELECTRIC TRANSFORM R UT) p ELCTRIC PEDESTAL ---0+ MODIFIED DVA ------- FUTURE EDGE OF PAVEMENT ® FOUNDSURVEY( MONUMENTS AS NOTED PROPERTY BOUNDARY EASEMENT LINE FOUND 1/2'• REPAR (RLS 35111) - - -- - CENTERLINE OF ROAD LOT LW/RIGHT-OF-WAY PAYEME NT REPLACEMENT 1.53% 0.73'W 1, COMMON AREA 'D' / •C ZONE LANDSCAPE/HNEW 8' MA I DRAINAGE AREA 1 20 1 2} 19 1 F*rZCNEI'�� 22 4' PVC WATER MAN r► i VALVE DEAL OR 161--__---J BKW36 PG 25 17 w 3 2fi 24 25 16 15 14 �w.m. . t1TA ALE E MLGUEL (PUBLIC) FN0. 1 ' REPAR [Pi 4PVC WATER MAN 1�► 3 1282-01 --J i 1 lO9 ZONE: 27276' (M)- 27276' (R) NEW 8' MAIN -- N895Y52'� ------ ��J s EL CONQUISTADOR WAY FND. BCSM - - RLS 4785 o!1/ IF w:z_= 1 Y wmwm LOCATION. MAP SCALE. 3' -, TILE rim A PORTION OF SECTION 13, T-12-S R-13-E G. & S. R. M. TOWN OF ORO VALLEY, PIMA COUNTY. ARIZO A WATER LINE LENGTHS & PROPOSED PIPE DESCRIPTION 4' CIASS 201 PVC - 10' a' CUSS 200 PVC - 1.733' It DUCTILE IRON - 5W OWNER/DEVELOPER LJ. BEDNAR HOMES, INC. 4846 N. DAMS AVENUE TUC.SON. ARIZ= 85705 (520) 293-7203 FIRE FLOW DEMANDS OFFICE BUUXNGS - 1750 GPM RESIDENTIAL - TOM GPM COMMON AREAS 'A' RECREATION AREA 'B' NATURAL OPEN SPACE 'C' LANDSCAPE V DRAINAGE PROJECT AREA - 6.25 ACRES (272,067 SF) PROPOSED COMMERCIAL (BLOCK 1) - 1.16 ACRES (50,497 SF) PROPOSED R-4 RESIDENTIAL - 5,09 ACRES (221,570 SF) SHEET INDEX SHEET 1 - COVER SHEET SHEET 2 - ON -SITE PLAN / FND. REBAR ('RLS 1212Y) SIX- 11+46.84 Ii ORO VALLEY 10NNHOUSES / LOT Je EIMY FLAT TO iU CALLE BENDICAS / T : 1.0 Al 165 / VUELTA ALEGRE MK1h1 (PUBLIC) I VUELTA ALEM MIUEL (PUBLIC) 14EW.Sl62VEY MONUMENT/ STk14+00.47 21.79' L STA:15+4264, 16.75 LT LOT 86 1-8'X45' BEND 1-8'X8' TEE: STA: 9+73.60 OFFSET: 11.03 LT i - 2-8' VALVES, B&C --' I � CCALE RIXTo LUCAS PUBLIC I � STA. 10+75.16, 16.75' LT i S1A13+90.05 OFFSET 11.03 LT I 1-B' X 6' TEE i VUEITA ALEGRE MIGUEL (PUBIC) E� I 1-6' VALVE BdcC ' NEW SURVEY MONUMENT I 10.74 IF D.I.P. ' E5136.2539 STk13+72.43, 19.72 LT / 1 1 FOR 6' KFLOW LOWFIRE SERVICE i BACPREVENTION DEVICE LOT 84 1-8'XB' 1-8' X 45 BEND 2-8' VALVE, B&C / I I e� ZONE 1-8'X22-1/T BEND NEW 6' MAM �m it 1-8'X11-i/4' BEND CA I • p N: 6884.4769 / 00 E 4974.5146'a 1-8'X45' BEND ��-�� 'O' - - - - - - `' N: 6880.6490 E 4969.3013 -' -' 102.05 LF (TOTAL) 8' DJP. / \ \ OnI ou o It 1-8'X45' BEND f p' / N CCALE B 401T0 CAS 1-8'x4' WCREA$R PAGE WAY N: 6910.5326 \ E. 5160.0810 C REMOVE EXISTING / 1-8'X22-1/2 VERTICAL BEND 20 I LOT 72 J 21 L\ i STA 13+58,37(I PLUG CONNECT TO ' It 6903.361D 1 ; I i STA.13+57.47 Ina 1' ►� BeI NEW MAIN E.5172.1166 T i' W5 28 i9 'C' 1-8'X22-i/2 VERTICAL 010 / I 8S1 ZONE ♦ EXISTING 4' P14 WATER MAIN I LOT 73 1 N: 6MZ427 ! STA:13+63.66 I WELTA ALEGRE MOGUEL PUBIC I PN 62-Ot------- J --- I E 5197.2749 19 S / NEW SURVEY MONUMENT LOT 74 1-8'X2Y-1/2' VERTICAL BEND = 1 Z(XJE I 'C'ef I NEW 8' MAIN S /I ! o N N: 6V&7759 1 E: 5216MW 1 18 IST", 22 27 1 iSTA i 4 LOT 75 1-8�(12-1/Y VER7iCAL BEND 4 j fs M STq 144. I 2S5 SJBj , T 1•WS I g ti a` T STk12+�� 1 Ii I Iazy ` 1 , I 23 26 LOT 76 1 171 (IRO VUELTA ALEGRE MIGUI (PUBIC) Y( I 'C' ZONE TOWNNEW SURVEY MlAU1MENT :>rt 9X136 I NEW 8' MA9L 1 24 11 PG 251 sTA 11+4164 18sD LT I 25 1 I S;a 11+69 srA 13129 I I I 40 f I i-8'X71-1 4' BEND 23' � 1w I{s l 4 STA9+40.15, 19.50' LT � Q b I 16 I 1 1-8'X45' VERTCAL BEND a STA:11+28.011 STA:9+22.OZ 19.50' LT I = I 15 1'. Val 8 COMMON AREA 1-8'X45' VERTICAL BENDo = STA 11+2350 LOT 79 8 VUELTA ALEGRE MIGUEL PUBIC) I + 8338 lF TOTAL) 8' D LP. T 11EW s-URVEY MONUMENT I 46S STA.tO+67b3 19 Z8' LT i I ROW 1-6- VALVE, B&C li STAB+7246, 19 50' LT i 38 LF 6' D.I.P. 1-8'X45' VERTICAL BEND 1 I 1-6' FIRE HYDRANT, i > 14 0 I 0.5' PER SD 500 1 STA.8+58.33, 19.50' LT 1 ( 1 i-8' X 6' TEE 1-8'X90' BEND � V ZONE . _� i VIaTA 8 AIEdsE i• I EXISTING 4' PVC WATER MAIN PN 82-01 4 i;I 8 _ I - - --- - REMOVE EXISTING 1 13 + r PLUG I 12 ? 11 10 STA:9+47.36 1 VUELTA ALM MIGUEL PUBIC NEW SURVEY MONUMENT SOUTHERN S DPoVE j 'C' ZONE STk10+8&41 STA.11+71.75 BK 36 PG 25 I VUELTA ALEGRE 19GUF1 PUBLIC VUELTA ALEq ZONE R-6 URVEYMONUMENTA 11+75.4& 16.7S LT B' X 6' TEE6' r VALVE, B&C74 LF D.T.P. FOR 6' FIRE SERVICE - - - - - - 1 BACKFLOW PREVENTION DEVICE / STA: 11+89.&% 10S L i / 1-8' X 6' TEE 1-6' VALVE, B&C 18 LF 8' D.I.P. / 1-V FIRE HYDRANT, / PER SO 500 I 1 �yy II - 12+00 ~ 11I:Va7alll Uld.7•I:d.'::1 a • :1 i t 7 i 6 1 I NEW 8 MA91 NEW SURVEY MONUMENT NEW SURVEY MOX1181ENT LOT 82 LOT 81 ICAMMON AREA 'c' COUN N 8nf37' E 673,74' (M) STA 10+30.50 1950 LT STA10+5&08 R(� COh 1-8 X 8' TEE NEW VUELSURVEY MONUMENT ALEGRE MIGUEL PUBLIC 400 98' (M) FNO. 5 2-8' VALVES, B&C 'RLS 478 UNSUBDIVIDED: R-6 ST •10+4&00 VUELTA AlrFMC MOM 1.UBIC}= . s1 STA.10+00.00 C&LL FOR SITE PLAN WELTA ALEGRE MIGUEL (PUBLIC) ENGINEERING I-UW-7UL-5A 5 1• N MONUMENT (4.i •��` T•1• aloe Mae Center tlbRReu6w0.•R7• TatelaRl• R9¢S•aSahig4tafl 0 1 1 • I• a 7 , \�v �y •a •x •'o :i 1 � R �..'l��4� ii24�,d/,u�ya�y�a�v✓a�u...'i��.vlv,�>�s'ya/�ry�y`•e,,,'m�t�Fi��i\P0/JSjf 9\,��\JOo/J qr •' 1 � J\ �r@/\���4b ��7A,��'",�"{\\�\��/\��yJ\��OjJ�R//���j,�j��l� Y/'%1�' '/\\ /'\��//y ���y\���y'�•� - / `�\t/i\�d< /\�i' PTA/\i A�. irl\i\¢\�P\\i'�j\i\\ �/fi�✓j1 \� G\y\yQ��/ ! /,p/ i / : 9 / J /iP \ \ 1 a. \✓ by/\yk?!\JL�\9y��i�\P\�4` \i ,1 a CDNN1ECT TO E)3S7ING 4C WATER MAIN STUB e/ 1� / a• / 1 1 �, Ijr I RCP STORM DRAIN! PC COT STD. DTL f - - SUB-O RAC 1 PER PC/COTA VERT WV-".94 Nm 209 TYP-2 n 50 TYPICAL STREET SECTION NP WATER TOP-60. SCALE-N.T.S. CET. No. 2DO 7. ILIAC'" f%nf%Llt%lktt% II n WASH CROSSING DETAIL SCALE-N.Ta