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HomeMy WebLinkAboutEasements - 7/24/2003, Resolution 03-50, Authorizing execution of Drainage & Maintenance Easement for El Conquis F. ANN RODRIGUEZ, RECORDER DOCKET: 12099 . tECORL?ED BY: MMD of PIS PAGE: 6 413 DEPUTY RECORDER 4 '1 NO. OF PAGES: 8 2403 AS2 SEQUENCE: 20031421056 SOROV 07/24/2003 TOWN OF ORO VALLEY RES 17:30 11000 N LA CANADA ORO VALLEY AZ 85737 MAIL AMOUNT PAID $ 9.50 RESOLUTION NO. (R)03- 50 RUG 11'83PM 1:13 TOV RESOLUTION OF THE TOWN OF ORO VALLEY, ARIZONA, AUTHORIZING THE EXECUtION OF DRAINAGE AND MAINTENANCE EASEMENT FOR EL CONQUISTADOR EXECUTIVE PLAZA. WHEREAS, the Town of Oro Valley, through the Department of Public Works, is responsible for the maintenance of public drainage ways; and WHEREAS, the Town of Oro Valley is constructing flood and erosion along protection along Mutterer Wash for the purposes of controlling flooding and erosion to private and public property;and WHEREAS, there is a need for the Town of Oro Valley to place a portion of the flood and erosion protection across private property outside the public drainage way; and WHEREAS, there is a need for the Town of Oro Valley to access this flood and erosion protection to be placed across private property for maintenance purposes; and WHEREAS, Manuel Gadea, President/Managing Owner of El Conquistador Executive Plaza,is willing to grant the necessary easement to the Town of Oro Valley, NOW THEREFORE BE IT RESOLVED BY THE MAYOR AND COUNCIL OF THE TOWN OF ORO VALLEY,ARIZONA: 1. That the drainage and maintenance easement granted in the attached document is accepted. 2. That the Mayor is authorized to execute the easement on behalf of the Town of Oro Valley. PASSED AND ADOPTED by the Mayor and Council of the Town of Oro Valley, Arizona this 25th day of June ,2003. TOWN OF ORO VALLEY,ARIZONA Paul Loomis, Mayor ATT7., : 4 6 Kathryn . Cuvelier,Town Clerk APPROVED AS TO FORM: ?Pr- Mark La glitz • ' A •rney ` I • EASEMENT THIS EASEMENT made Leximar, LLC, Grantor, and the Town of Oro Valley, a municipal corporation, Grantee, hereinafter called the Town. WITNESSETH: THAT the undersigned, for and in consideration of One ($1.00) Dollar, and other valuable consideration to the undersigned in hand paid by the Town, the receipt whereof is hereby acknowledged, do(es) hereby convey unto the Town of Oro Valley, a municipal corporation, its successors and assigns, a perpetual right-of-way, privilege and easement for the following purpose(s): drainage and maintenance easement; said easement being in, on, through, over, across and under the following described parcel of land, situate in the County of Pima, State of Arizona, to-wit: See EXHIBIT"A" attached and made a part hereof. TO HAVE AND TO HOLD the same unto the Town, and to its successors and assigns forever DATED this iZ 4-714day of 2003. Ple,5.V6tt VA4 Gil. rGt. Posritie.c STATE OF ARIZONA) ss. COUNTY OF PIMA ) This instrument was acknowledged before me this 23rd day of May , 2003 by Manuel Gadea I 2 My Commission Expires: f September 23, 2006 -deig 99 otary Public • 4 • JUANITA MORALES 4/1rhi.- Notary Public•Arizona 1 PIMA COUNTY �$/ My Commission Expires '"`: SEPTEMBER 23 2001 EXHIBIT A A five(5)foot wide drainage and maintenance easement,as shown on Sheets 2 and 3 of the plans titled,"Oro Valley Public Works Department Channel Improvements for Mutterer Wash, Project No. OV 00/01-22", prepared by Castro Engineering dated October 30, 2002. Said five(5)foot wide drainage and maintenance easement being over and across the northerly 33 feet of the westerly 5 feet of the following described property: PARCEL 1: All of that portion of Block 1, of HORIZON HEIGHTS, a Subdivision of Pima County,Arizona, according to the plat of record in the office of the Country Recorder of Pima County,Arizona,recorded in Book 15,of Maps, Page 84, being more particularly described as follows: BEGINNING at the Northerly most point of tangency of curve No. 2, as shown on said plat, said point being the TRUE POINT OF BEGINNING; THENCE Southerly around said curve to the right whose radius is 25.00 feet, a distance of 24.60 feet to a point from which the radius bears North 75 degrees 22 minutes 53 seconds West; THENCE South 89 degrees 52 minutes 52 seconds West, a distance of 377.06 feet to a point on a curve whose radius is 948.00 feet and bears South 67 degrees 18 minutes 01 seconds East, said curve being the Easterly line of an existing 52.00 foot wide drainage easement; THENCE Northerly around said curve to the right, a distance of 196.14 feet to a point of tangency; THENCE North 34 degrees 33 minutes 15 seconds East, along and Easterly line of said 52.00 foot wide drainage easement, a distance of 105.33 feet to a point on a curve whose radius is 270.00 feet and bears South 36 degrees 01 minutes 09 seconds West, said curve being the Southwesterly right of way line of Greenock Drive as shown on said plat of Horizon Heights; THENCE Southeasterly along said right of way line around said curve to the right, a distance of 57.54 feet to a point of tangency; THENCE South 41 degrees 46 minutes 17 seconds East, along said right of way line, a distance of 263.26 feet to a point of curvature, said point being the TRUE POINT OF BEGINNING. . 2 PARCEL 2: 9 All of thatp ortion of HORIZON HEIGHTS, a Subdivision of Pima County,Arizona, according to the plat of 9 record in the office of the County Recorder of Pima County, Arizona, recorded in Book 15, of Maps,Page 84 thereof, being more particularly described as follows: , BEGINNING at the Northerly most point of tangency of curve No. 2 as shown on said plat; THENCE Southerly around said curve to the right whose radius is 25.00 feet, a distance of 24.60 feet to a point from which the radius bears North 75 degrees 22 minutes 53 seconds West, said point being the Page 1 of 3a TRUE POINT OF BEGINNING. THENCE continuing along said curve to the right, a distance of 3.96 feet to a point of reverse curve from which the radius bears South 66 degrees 18 minutes 24 seconds East; THENCE Southwesterly along the Easterly line of said Block 1, around a curve to the left whose radius is 3968.12 feet(3969.72 feet record), ad distance of 445.47 feet(446.04 feet record),to a point from which the radius bears South 72 degrees 24 minutes 29 seconds East (South 72 degrees 44 minutes 40 seconds East record); THENCE South 88 degrees 56 minutes 11 seconds West (South 89 degrees 10 minutes 19 seconds West record), a distance of 362.32 feet(364.52 feet record),to a point on a curve whose radius is 4317.72 feet and bears South 74 degrees 14 minutes 46 seconds East, and said curve being the Easterly line of an existing 52.00 foot wide drainage easement; THENCE Northeasterly around said curve to the right, a distance of 429.34 feet to a point of compound curvature from which the radius bears South 68 degrees 32 minutes 56 seconds East; THENCE Northeasterly along said Easterly line of said 52.00 foot wide drainage easement around a curve to the right whose radius is 948.00 feet, a distance of 20.66 feet to a point from which the radius bears South 67 degrees 18 minutes 01 seconds East; THENCE North 89 degrees 52 minutes 52 seconds East, a distance of 3 77.06 feet to a point,said point being the TRUE POINT OF BEGINNING. EXCEPTING from above described Parcel 2, the following described property: A part of Block 1, HORIZON HEIGHTS, according to the plat of record in the office of the County Recorder of Pima County, Arizona, recorded in Book 15, of Maps, Page 84, described as follows: COMMENCING at the found brass cap in concrete monumenting the Southeasterly terminus of curve C as shown on said plat; THENCE on a plat bearing South 41 degrees 46 minutes 17 second East, along the centerline of Greenock Drive as shown on said plat a distance of 264.80 feet to a found brass cap in concrete; I THENCE continue South 41 degrees 46 minutes 17 seconds East, along the said centerline a distance of 0.51 2 feet to a point on the arc of a non-tangent curve concave to the Southeast,a radial line of said curve through 0 said point having a bearing of North 65 degrees 19 minutes 42 seconds, West, and said curve being the Westerly right of way boundary of Oracle Highway; 6 THENCE Southerly along the said Westerly boundary, along the arc of said curve to the left, a radius of 4 3,969.72 feet and a central angle of 03 degrees 44 minutes 20 seconds for an arc distance of 259.05 feet to 1 the POINT OF BEGINNING; F. THENCE continue Southerly along the said Westerly boundary, along the arc of said curve, to the left, having a radius of 3,969.72 feet and a central angle of 03 degrees 24 minutes 02 seconds for an arc distance Page 2of3 • of 23 5.60 feet to a non-tangent line; THENCE South 88 degrees 57 minutes 39 seconds West, 3 62.3 2 feet to a point on the arc of a non-tangent curve to the East, a radial line of said curve thorough said point having a bearing of North 74 degrees 11 minutes 27 seconds West, said curve being the Easterly boundary of a platted private 36.00 foot drainage easement per Book 25 of Maps and Plats at Page 66. THENCE Northerly along the said Easterly boundary, along the arc of said curve, to the right, having a radius of 4,317.72 feet and a central angle of 04 degrees 55 minutes 49 seconds for an arc distance of 3 71.54 feet to a non-tangent line; THENCE South 69 degrees 04 minutes 02 seconds East, 346.24 feet to the POINT OF BEGINNING. PARCEL 3: A non-exclusive easement for vehicular and pedestrian ingress and egress and locating, installing, constructing, maintaining, using and repairing driveway, as set forth in Driveway and Utility Easement recorded April 1, 1997 in Docket 10514, Page 2116 and amended August 14, 1997 in Docket 10609,Page 706. I U 9 9 4 7 Page 3 of 3 ORO VALLEY PUBLIC WORKS DEPARTMENT THIS PROJECT Priirry •• CHANNEL IMPROVEMENTS Or . / _ • FOR 71.: 1 Al_ . •. MUTTERER WASH - -.46%., _to BOOK 25 PAGE 66 MAPS & PLATS T P • � �_�� V � YMA PROJECT NO. OV00/0 J-""`E OFA PORTION OF THE EAST HALF OF SECTION 11 T12S.RIDE C-&S.R.M..PIMA COUNTY,AZ ',WEND • .• � - - DRAINAGE row DIRECTION 1.4., 1 J�' 0 N�4 PROPOSED SPOT a.EVAnON ��oma' \ \ •\ 0-15-* COSTING Cor ELEVATION \\ o -\ 1 HIM PONT s \ �f•f�f, \ \ o FIR 1/2-1.p.AS NOTED • 11'—'1, 'S;p'` \ A FNO ac a As NOTED cdti,o, m CIARVEDATA LI LINE DATA \ ' • - N VALLE DEL ORO DR © MST.PAVEMENT \ -4o _ -- DOSE.CURT t GUTTER \ \\ —1 I T — Tr —j—• T-1'I' � �� — o PP EXIST.POSER POLE ROTH-PROJECT 1 1 I ORO VALLEY' ASSOCIATION S I — T—�' - — p EiXcnoc \ I 1 WPR VEi-4cNri ASSOCiATiOH I ITS \ - i S7 ,. I �3 1 3Z— s [KT.55f 1I,Pp.525 ; ; 1 in EXIST.TELEPHONE PEDESTAL I 1 It 1 " 1�U 1 1 Fs 1 I 1 I i DOST-L/dIT POLE • / 0 1 1 1 1 ( S 1 [ I 1 I I S --0_ EMT.SAM!ARY SEWER MANHOLE � �Q "�� I 1 '1 I 1 1 j = 1 1 7ti w . COST.wARxLINE A VALVE -h.ril •_:".: "` •��•• �� 1 1 I ' SLOPE MOICATOR ., _ F: ,moo -. .:_:P.6`. _ ..•,.. 'fr.... -‘, .--1,,kv ,1.1.,. • il 1 11-Lifi---Milii \-- ----'-':-,-I-LT:_:::77. --------- _____ ''''''..g4::, itit,_,,Wheldil;-''''- -------____-- ----, \ '.. e ...i-----:------- '.:.4111.1V11,111-114,--*--". .. HORIZON HEIGHTS •'ice;.•. r' 110 ��,I/'\ AICrEPTA'LE BLOCK I •. .` •- BK.15.Pd.BK DEVELOPED AS EL CONOUISTA0OR PLAZA - / END PROJECT 'j4 2 I•-a3 O.Y.CASE No.0V12-99-! ` ��!�; IDEA'OP ORO V Y DATE • PUBLIC VORAT DEPARTKENT INDEX HAP • SGLF:I'-SO' 52'DRAINAGE ESAR ,fit COMOUrSTADOR PLAZA ,:r,--•:7-. e 52'DRAINAGE ESMT. EL CONQUISTADOR PLAtA ;-,• 1r �CIAO Tp THE rowN OF o.V.CASE No.ovr2-99-e ��.1111Z_i\� O IT ORO VALLEY OKT-9193,PC.504A507 I F QUIT CWM TO THE TOWN OF 1 �",.t 1= ORO VALLEY B ET.419J.PO 5040507 RECONSTRUCT • _�PROPOSED BANK SPKL�Y CST CONTROL 1 T8' 1 �� �� $pILLwAY PROTECTION VARIES 20'-JS' _�ATN L/�7. 2• UNE 1 I �.sem' 1 5'1 P,CONSTR� I TOP SPgJ WAY a,. •1 •K � 1 447 • • MATCH SP&WAY RIP- SL• 1 2' .L j-- , I. w OP BANK =T..B. o., ; MATCH EXIST- CHANNEL IMPROVEMENT S PROTECTION r� ► it. 1 '4; -a V 'I 1 r--r/•. --- =I W �.- "�>` __I_- �� RENO MATTRESS FOR . BOTTOM ASHJj rRECONSTRUCT ALT GACROUTED ',,� BOTTQAI NON-WOWN FILTER FABRIC MUTTERER WASH 050_6;rH-I Y M 3•r3• BOOK 25, PACE 6 6 MAPS & PLATS �� M ioNo }\ •T 0 D1 EMBED FILTER 5'-10' C.V.MESH STH SIDES)ELLS ' SEE DETAIL B FOR SPILLDAY VARIES • OF A PORTION OF THE FIST HALT Or -----'• .{ I 10'-20' •10'Borrow:HEIGHT-J-22' SECTION IJ,TI2-,,RIJE • /:-.: -�. G.AS.RM.,PIMA000NTY,AZ ' •?O'BOTTOM:HEICFFT-2.50' PROPOSED :.t•s.RI--:�•= f'."'� BOTTOM/WASH pL) PROTECTION W FIVE.FABRIC :/' • •,. -IP-;_• ,: 1.FLANNEL SECTION 0 0„-6;nt-i2 PROTEcnoN w FILTER FABRIC `/GRADE CONTROLS "T s SHEET INDEX 0.-6;at-I2' STA•IJ+50 TO STA,13+70 *c.12.1.91!).0.1effin9.-�k 'SECTION Ara STA. To STA.14+70 I. DATE: 1 2002 CovER SH EET/DErA'LsDATE• 12-2001 • ]1.800.1BR TRI1 DETAIL 2- GENERAL NOTES/DEHAET ,me.OTa.',,"Tis,�-o x,01 22 XIST SPILL," N.- S •x DEAN A PROFILE SHEET oll.ulrzollu ^1 1"""1-1*.."'e pa""tea'' SHEET 1 OF 3 R ....4 M'4 CD 4,' Cr' 1.1.11 cr..."'- • CENPRAL CRADINC NOTES • 1.ALL MATERWS AND WORKMANSHIP ARE TO BEM ACCORDANCE WITH PIMA 22.TT SHALL BE THE SOLE RESPONS,HRm OF THE OwNER(5).THEIR SUCCESSORS B' ?O' 1?' ', . '.. ' COuorr/CITY OF 7109505 STANDARD SPEoncAnONS FOR PUBLIC n0PROVEUENTS OR 0551955.(AND/0R THEIR CONTRACTOR.THEIR SUCCESSORS°R ASSOSS AS I ���� tj �. . (PC/COT SSRI).EDITION of 199 A.EXCEPT AS 440°+FIED HEREBY APPLICABLE)TO PURSUE ANY NEGOTIATIONS.08TM4 ANY AGREE�,'ENTS ANO/OR sorrow C05ANNEL •.. • �` 2.ALL CONSTRUCTION AND TEST7rNC M Pamirs.ETC.,filo~ALL NECESSARY OWNERS.PRNATE ANO/OR COvERNmENTAt ‘.&'..••.X.` J0: • PC/COT CO SSRI, ETHOOS SHALL BE IN CONFbRwANC£WITH AGENCIES M �:�'r. 1~if----,,,..., ,-..?..:. � �•h� f EDITION OF 1994,EXCEPT AS 9OORlE0 HEREBY. ) ( • S: \_ _p . 2 h CHARGE OF PROPER ANO/OR RICHTS-OF-WAY ADJACENT f0 OR •....J �\ • '•b NEK,tiHBORINc DNS PROJECT,THAT WY HE REQUIRED TO DO ANY WORK -r•,cit,,._.._.' ' t r .1 , 1 ALL MODRK SHALL BE M CONFORUANCE TO GRADING ST l I,1 S Hs e�t� � OF THE ORO V S.CHAPTER f3 COIV$7RI/CTK)N,ACCESS,wO01f7GA►IONS.GRADING,DRMNAGE.STRUCTURES.ROADS. •+ RENO MATTRESS � i�'�q!. 7� •_ • ALLEY ZONING CODE REVISED. ETC..)ENCROACHING OR AFTFCnN0-00RECTLY OR MDIRECRY-05 THESE ADJACENT •• Of . w . •.• j� �� NON-MOVEN FILTER FAHRlC `I��►O ��V� '��L�t�a�„t 4 EXCAVATION AND BACKF✓LL FDR 070007IJRES SHALL CONFORM TO P9/COT pRoPeRnes ANO RIGHTS0)55-OF-WAY M ANY CONCENABLE MANNER,REG.6249 SOF . I, �, t.• Oso-s;iH.-1Z-M J'+3' N 1. $SP1 SECnONO I0J_5 WHETHER OR NOT TMS WORK t5 SHOWN OR DESCRIBED ON THESE PLANS. GALVANIZED MESH CELLS �i - •.p 'amu., -- ,�o 5.ALL CONCRETE SHALL CONFORM TO PC/COT SSP1,SECTION 1006.CLASS S. 21 PER pRECnON FRO•I THE/OIPN OF ORO VALLEY PULILJC n�DRKS DEPARTUENf ` •x000 PSI CONPRESSNE STRENGTH AT 28 ars,UNLESS OTHERw7SE SPECIFIED FLOW WITHIN THE 16'•ACCESS EASENENr(ALLEN ARL NOT BE ADDRESSED By RADE CONTROL DETAIL `- r ) i DET rs. Z;' �:. C THIS PROJECT r THE row o AND DISPOSAL OF ALLEY STORM RUN-OFF WILL ,t: a 4 �� 3 DRAMA 6 A SfAwPEp SET OF APPROVED PLANS SHALL 8E KEPT M AN EASILY 8f DESIGNED BY THE TOWN OF ORO VALLEY yf / .� r,,•;Y� ACCESSIBLE LOCATION ON THE JOB SITE AT ALL DRIES OR DURING ComsrucnON. M� 24,THE BASIS OF ELEVATION IS B.M.No,TOP OF S.E BOLT ON SIGNAL POLE FOR NORTH Y���\• 7 CONTRACTOR SHALL COUPLY WITH `�' !' :. . �, �'�:%�' 1 AL1 APPUG�BLE OCCUPATI(>wNAL SAFETY AND • BOUND TRAFFIC LOCATED AT THE NORTHEAST OL1ApRANT OF THE py►LrRsf•CTION OF � IN HEALTH AompasTRAnoN REGULATIONS. ORACLE ROAD ANO E1 CONQUISTADOR WAY,ELEVAno6 BEING 2589.51•(NAv0 88 `a,*'�' •�„� %�MI 45. L1�TU4). --ORO VA-LLEY�� 52'DRAINAGE ESM i EL CONIJUISTADOR PLAZA •:V.. %, flTElTY MFORMATION SHOWN HEREON t5 APPROXIMATE CONTRACTOR SHALL .U•vN►xl.2s 1 OUT CLAN TD THE TOWN OF '0.Y.GIS£No.Ov12-98-8 `4, 1 ..� a..,..,TOP OF VERIFY onsrANCE OF ALL UTLTIE'S BY CALLING-BLUE STAKE-AT 745-2211. 23.THE BASIS OF 999*58NG:THE RIGHT-OF-WAY CENTERLINE OF GREENOCK ORIvE I ORO VALLEY DKT.9t93,PG.504.507 ``'� ! •�K P G .. 48 HOURS PRIOR TO coNsnrUCnON. PER MAPS 0 PUTS BO0K 25.PAGE 6s,N01.05171Y 116•MAINS 1 STA1d+d5 id'RT. I - "a a1 r' 4 l 9.CONTRACTORS SNLALL OBTANN ALL PERMITS REWIRED BY COVERNMEMAL ACQUIRED BY THE TOWN OF ORO VALLEY GK - 1 ACCESS 1CST CC'N'I'l 1B• -j Eon EL-32 6(APPROX.)_• - • ACS • I ( 1 NE.TOP/BANK PROTECTION �, 2' 1 5'ITELHP.CQN•T� F1.�12 d I��i•1 �. �. �' / 10.UPON COM/wEINCEFIENT OF MORAL,TRAFFIC CONTROL DEVICES SHALL BE 27.R IS THE RESPONStBfLNTY OF THE CONTRACTOR ro CALCIAATE MS OWN QUANTITIES 1 V LI' POSTED ANO w4NTA15ED BY 115E CONTRACTOR UNnI SUCH TIME AS DHE AND SU966T HIS BID BASED THEREON. __--y-_.,. `-i r iESMT _ • 7• +. RT- Y 1 PROTECTION ROCK WORK t5 COMPLETED.AL1 WARNING SIGNS B 00)590ES,ETC. SFW L BEN : ! , • '1- E1q ExTSr.SPILLWAY • ACCORDANCE MTTH THE MANUAL OF umw-oRM TRAFFIC CONTROL DEVICES 2Q EARTH WORK EST111IA/F ROCK RIP-RAP ESTll1ATF REND WTTRESS ESTIMA •"� �. _ .: - CUT 780 CU.rD. 2200 S Y. 0v a 1 MATCH COST 0)- EL-J1.3(APPROx.) ADOPTED BY THE STATE OF ARIZONA PURSUANT TO ARs I8-650. 250 S.Y. �..? Nnj r•/•i• TOP OF KE11 TOP/BANK PROTECTION FN3• 153 CIL Y0. �,� ♦. 1 '•" a7: +:4 EL-3246 11.F U1NAN1ICtPAIED CONtpTION$ARE ETNCOUMERED OURMI'THE COURSE ROCK RIP-RAP B.N 1 OF CONSTRUCTION AND ARE BEYOND THE SCOPE OF THE DESIGN.THE 29.THE CONTRACTOR SFW(5(/8)67 AS-BUILT ORAw1NG5 AND CERTIFY 04 001TIN5 1)457 PROTECTION w FILTER FABRIC .,j•� /• BOTTOM PROTECTKNJ w FILTER T.C.E.-TDNPORARY CONs7RUCTION EASEMENT ENGINEER SHALL sumer THE NECESSARY ED OR SUPPLEMENTAL A6 0)5►NHETHER PRNATE T PUBLIC.ETC FROM ALL NECESSARY OWNERS Ow-B;JH-12' r..• FABRIC OX-6;M-►2- PRIVATE AND/0R RIGHT-OF-WAY Y WORK( TO OR TO415.NE7GHBORING)THIS ICs 0EC1, "-( I To'-ts' XIST. SPILLWAY REGON�TRUCTION AIPROVEINLIVT PLANS FOR RLti►EIr AND APPROVAL BY THE TOWN OF ORO THAT MAY BE REQUIRED TO DO ANY WORK( TION.ACCESS,wOONFrCAT10N5. N.fS. VALLEY PRIOR TO SUCH RESISOSS/CHANCES BEING NAGE IN THE FIELD. GRADING.DRAINAGE.STRUCTURES.ROADS,ETC)0505 AanNG OR AFFECTING-.0E0TIr VARIES OR MOIRECMr-ON iNESC ADJACEM PROPER TIES ANO RM.HT-OF-WAY IN ANY .5.84 .fS 12.ALL STATIONING SHOWN ON PLAN AND PROFILE ARE ALONG • MANNER. CONCEIVABLE 70_Tp V.-1.64 FRS �����_---__ ���` CON0IRUC0ON CENTERLINE WILE55 OTHERw1599 NOTED. MESE PLANS. CAROf£SS OF M7HEDIHER OR NOT HIS WORK/S SFHOwN OR DESCRIBED ON d-ILIO F1 �� 2..1.006 �� ,,, !J.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CARE AND Jo.SURPLUS EXCAVATED MATERIAL r's1CNANNEL SECTION 4.0...351 '� in CDNOLd57ADOR PLATA�� MAINTENANCE OF envy.NIPROvEItENTS ANO VEGETATION M THE WORK (DIRT)SHALL BE DEUVE7+ED AND STOCK PILED AT THE TOWN a: S1A19+o0 TO STA/9+70 N.T.S ,' 10.V.CASE NaOvl2PLATA • AREA PAVEMENT,51.8985 CART PATHS AND ANY OTHER OBSTRUCT10N5 OF ORO VALLEYS NARANJA SITE~HIGH IS LOCATED A0*0 MATERIAL 1 wet FROM THE \ DAMAGED DURING CONSTRUCTION ARE 1O BE REPLACED BY THE CONTRACTOR. PROPOSED PROJECT ROCAIiON,ALL SURPLUS EXCAVATED MATERIAL MUST BE FREE FROM , 1 \ ANY UNOERCROUNO PIPES.09055009 UNE.,80.An0N CONTROLS,DRAINS, VEGETATION AND DEBRIS 7 1 \ STRUCTURES,OR OBSTRUCTIONS NOT SHOWN ON THESE PLANS SHALL BE 16• 1 \ VALLEY 52'D000*E£sMr 7 MOVED.ALTERED.OR REPAIRED BY THE CONTRACTOR WHEN ETNCOUNTEREU .Ft COIvoINrSrAYA / 1 AS 0800700 BY THE ENGINEER.AND IS A 009201E PART OF 1155 OUT CWM TO TIE TOWN of i0.•I.CASE No.ovT1-99-8 / ,3'1 TEMP.C05STTF. \ PROJECT. ORO VALLEY. 52'DRAINAGE ESMT. 1 ORO VALLEY DKT.9193,PG.504d507 I I 1 14,ACCEPTANCE OF EL CONQUISTADOR PLAZA 1 I THESE P1M15 DOES NOT COSSTITUTE OR IMPLY 1D9NHOMES 1 OUT CLAIM TO THE TOWN OF 1O.V,CASE No.OV12-68-6 1 L J 1 1,..,Th-t17. ` I ORO VALLEY DKT 9 t 9J.PC SOad507 i 6'MMMT CST 1$v 1 �` -A 1 ACCEPTANCE OF ANY OF THE fOLLOwING 116'MM1NT CST CONTROL 1 d, 1 T 1 A wALL(s),RETANMNG OR OTHER TYpE(s). _ 1Acc£ss F N^I 2• 1'�4•i TEMP.�,oNSTR. [-I,_ •I NG....o T -'I 0.ANY REINFORCED CONCRETE STRUCTURE(5). 2' 015E '1 S' P . 1 1 ESwi G fs' BANK T(S))HOSE PRIMARY PURPOSE MA a_1r • MAT00 ExIST 1 'ESA!"-__ ��``_I �'!;!�� i 1_ _--� ; 1 � T STRUCTURE ASA RETENTION/DETENTION GROUND I r•: •. 1 T. �. ;� i in •••:' :.,!.RIP-RAP 1 ' 1 1L •TECnoN W FILTER .• ::1• L x111 • moi\- -- 1 H •�:1 GROUND 1 \ FABRIC ON-6;TL-f1- % THE ITEMS LISTED ABOVE ARE APPROVED 08 LOCATION ONLY. • �� i;• oV *s I 1 .i,, , i. •ROCK RI RAP BANK \ SEPARATE PLAN CHECKS ANO PERMITS ARE REOURLD,AL1 M TOCK RIP-RAP BANK `GRAN BOTTOM. I�7 j ►ECT/ON W/FI TER \ FILL GOfIpiTTQOF-RT , V4000ROANCE ROH THE APPUG�E CODES OF THE TOWN OF ORO '��^'o n • .•K RIP-RAP:�,:, ONa 6C M:CPI' 1 j J TER FABRIC i,I.� I TA",O�-6;TH•-12' \ STA 14+70 ro$7519+00 •EC iON TO/ INSIDE T ! \� T3 THE CONTRACTOR at!.RIP-RAP K 'Y CFWN BOTTOM �' -- • SHALL GIVE FORTY-EIGHT(4d)HOURS NOTICE WHEN fMFOIECTION TO HEIGHT• • - ESM,LINE(RT.SIDE 05Lr) 'crow-2.50'BOTH SIDES 20' I �� i HE$FULL REQUIRE THE SERVICES OF THE ENGINEER OR ANY DITHER (LT,SDE ONLY) J'-5' W/FLIER FABRIC. �,ADi7OM N` ', PERSON PROPERLY AUTHORIZED FOR SUCH PURPOSE FDR LAYING OUT ANY W,/FILTER FA8RIC, Oyu-d:M-16• 21e.-J)6 as �� „' PORTION OF THE WORK HE SHALL ALSO DIG ALL STAKE HOLES NECESSARY O s:M-12" iD 0 LME MIO LEVELS ANO VARIES ' V.�4.4o Fps ���`` '���� SHALL N ANY ASSISTANCE' VW FOR BY �•' s'-lo' �HANNL'L SECTION ,d-%�sR THE ENGINEER OR H15 ASSISTANTS UPON ANY PART OF THE*VW WHENEVER 90 REQUESTED,AND SHALL PRESERVE ALL STAKES SET FOR THE •6'BOTTOM F/EICP 9-3.67' :.•. .• . STA t 4+70 TO STA 69+00 N T.S I�-O,N' ----- LINES.LEVELS OR MEASUREMENTS OF 1HE WORK M 117(8 PROPER PLACES •10'BOTTOM;HEIGHT.110' 0000-318 CFS •pp-318 CFS ((-0 032 el UNTIL AUTHORIZED TO REI OVE THEM BY THE ENGINEERS.ANY EXPENSE 1.-7.89 FPS v.-797 FPS INCUCONTREDRACTOR. R.REPLACING ANY STAKES#1450 THE CONTRACTOR OR HIS CHANNEL SECTION 4-2.99 F7 e.-2.6?FT ORO VALLEY, 52'DRAINAGE ESN?: 1 SUL90ROINAtES MAY FHAVE FAZED TO PRESERVE SHALL BE CHARGED TO THE 9 s.-1..107 a-I.JOx EL CONOL/ISTADOR PLATA CONTRACTOR SrA l i+31.79 TO STA 12+50 N T.S. I►-0.67' I•-0.60' TOIWNFHOMES ; OUT CLAM TO THE TOWN OF O.V.GSE No.OVt 1-96-6 ^ DJ? A-0.0.12 ORO VALLEY BKT 9 t 9 x PG 304307 14 iT 945L 8E THE cowRACTOR'5 11d'MMMT 1 RESPONSI&Ul1'TO FI/RMSH,HAUL AND APPLY i ACCESS CST CONT1tOL t 1B' I ALL WATER REQUIRED FOR COMPACTIONN ANO FOR THE CONTROL OF OUST FROM I COMRS7RUCTK)HN CONSTRUCTION ACIMIY.THE COST THEREOF IS TO BE INCLUDED IN THE GRADING 52'DRAINAGE MIT. -- _2' LINE I1 1 ORO VALLEY• .,,T'''--•:•. "111 T''j" • rOwNINOwES 1 CUT ClA1M TO THE roWN OF ,a.CCI0lnsr#°DR PLAZA H ate,, - 1 (5'; � y`, ,\, "7.R SHALL BE THE CONTRACTOR'S REPSPONS/BIUiy TO FULLY COMPLY WITH U.S 1 ORO VALLEY DKT.919J,PG.504d5°7 O.V.GCSE Fb.OvtI-98-6 GROUND �•'i 1 ALAN EPA S EO IN TER DISCHARGE THE CRACv NG CONS Iwf,THE COST THEREOF TO BE 11 1 .e,1�E1t.----1, I ` i �---_ (' #889�1 TRUC110N PRICE. -J ACCESS 2• CILANNEL£ 1 j 1 e''' 's• o N „ i,1 MATCH EXiST j 1L THE SOLS - 1 TEMP • =l ENpNEER SHALL OBSERVE INSPECT AND TEST ALL CONSTRUCTION • I{�- �� Q__L- /^I•, .., . OPERATIONS MCLUDING BUT NO,.4,ED TP.CL£ARINc,coves..SUBGRADE MA 2 I IMATCH ExTSr I I ESIAr---- :,�!,RrP-RAP:-..- ~:'% ; PREPARA0504 STRUCTURAL,TRENCH orCAVAno.AND BAC0FILL MATERIAL TESTING 0 J.V �'•N. 1 PROTECi 004 TO HEIGHT• •� BOTTO.I ' TOGETHER wan PLACEMENT OF nil.SAID ENGINEER SHALL COMFY IN WRITING,THAT P1�.1 y. (LT,SDE ONLY) ••! 5055 09055 05S ANo MATERIALS 0500 FOR TMS DEVELOPMENT WERE -ip ,! w/FRIER FABRIC, 5'-10' 1 ,�, RIP-RAP gA�K CHANNEL IMPROVEMENTS ARMED IN CONFORMANCE WITH THE ACCEPTED PLANS MID SPECIFTCA170.S wr �2,., '^. .,I .......1K-12" VARIES I ECnEN T9.F"iNONL • 000)ECT AAS DESIGNED wmN)uT THE BENEFIT OFA GEO1ECia6 s, �: 1 h• ;,•K RIP-RAP: •10'BOTTOM;HEIGHT-122' 10'-20' WE LANE(RT. ONLY) FOR am,.RIP-RAP:- CHAN Bono,' PROTECTION To 1 INSIDE •20•BOTTOM:Hoci.,r-2.20 MUTTERER WASH R GRADING BOUNDARIES SHALL!1E CLEARLY MARKED,ANO ALL MARK)'0.L BE PA0IECTON TO 3.67'HEIGHT :;- ESMT UNE(Rr.SIDE ONLY) D�-6;M-f2- CONF7NED TO APPRWED PROJECT L3wITS AS SHOWN ON THESE PLANS. (LT.SIDE ONLY) J' I T. FN TER FABRIC. �NANNEL SF99940 N BOOK 25, PACE 66 MAPS & PLATS w/rue)?FABRIC. .6".nH.-16• STAII+50 TO STA 14+50 N.I.S R SHALL BE 11HE RESPOINSBNJi1 OF THE CONTRACTOR ANO/OR T►IE SURVEYOR6' OF A PORTION OF THE EAST HALF OF PROVIDRaG THE CONST RUCTION LAYOUT TO vERPY THE BENCHMARK ANO COMPARE O5..6;iH.-12- SECTION 13.T125.R 11E THE SITE CONOmoNs wmr 20'BOTTOM Gd S R Al.,0794 COUNTY,AZ THE PLANS AND SHALL NOTIFY THE ENGINEER OF ANY 6'BOTTOM 0100-JIB CFS .- DISCREPANCIES OBSERVED.SHOULD ANY BENCHMARK GRADE 0R DESOCN INDICATED Oreo-3I8 CFS ....7.97 FPS ...6.61 FPS ON/HE PLANS BE SUSPECT,THE ENGINEER SFul1 BE NOTIFIED OF SMD • v.-7.89 FPS d-2.62 FT. d-1.94 F7 SARK GRADE OR DESKXN PROBLEM AT LEAST TWENTY-FOUR FOURS BEFORE t.".�9,�"`� CONSIR cnom s SCHEDULED TO BEGIN ON THE AFFECTED AREA. A KANNEL SECTION a-2'99 FT `-'JOX ''-'''0x Castro En Ineefln9. REVISED: 10-02 �TA10+4°.35 TOSTA.f1+J 1.79 N.T.S. ;.�0.6� 1.80781.5348 I..0.60' I.-O.N' •.....,•,....q..,....,.. N•.-o.032 Nr.-o.oJ1 DATE: 12-2001 A.-0.031 j............. , T c°'a.*8500 °•1 a°° SHEET 02 OF 3 PR..•l is-WS P.pap..-A.. qPM c 11..'.'11 cri cr, tz c cd - f 6+79.66_33.85 U, STUI P LS 1070 .•d... L.0 P E2Y 0.73' a N .1.'D cr=Y i;J x44?%i?h4£: . LS.1785 o o ao LOTS C7-�2 59-Y? 11:ALLB DEL ORO DR 7D =o 0 IP Z U 16'ACCESS ESHr., -'� --4:"......-....r,--... -- r ' 6+10.66,33.98'T I •1ABrL17E0 POROUS URfACE • v I ITO BE FRONDED PE _! �' PC STA9+25.13 \ \ -1 -� ( O YRLLE'i TITxru},{3M5 FNO t/2"►.P. 1 r TORO%'QLEY DESIGN i X FwD BCSrr 5.1 LEGIBLE \ I I Tilt+. c.:T. '.IMPROVEMENTSStICiAlrril 15.785 I 1 SEE NOTE 23.SHEET.2 7D 1 ND TRANS • SC p•:i.55G8,�::.I 323 I I 1 I. -� � E1Y o.i1' PRC STA-1 t+J i.79 10'BOT wrorN I I jr 1 g ( 8 I.t 1 1 �°. PC SlA 10+31.08 STA I3+44.35,39.00'L S: 5 STA 17+28-03,3J.85'LS. 1 STA_19+DO I B130T 1 HEC TRANS rpJ I !! I. ' 7 C$r.CONTROL LINE BEG TRANS rd 57 20'BOT mom LSi78 Z-LP. 53 1 t ST�116+20.83,IJJ.66'LT. LMD S I7�/SZi L P 1 3 ' KG �ro�D P120 1 2 1.P- L$.I785 I i 5 I srA 17+66.82 JJ.781T. I- I o a JO'1?OT won. i \ 1'Bor wrDrry 5S 55 rA 1+.TO TA I+7c�� r \r \ I I coNTROL !7V 1 RENO AurTRESS I EXIST.PA• t I f ND L..P. 11111111I • • No LEGIB f��1 _ �� r � �r, � t67 S;.IDP . . r�0 0.39 o e /� I _f i r, �^ LY 0.39' Y ��tl�� zw © SER. s$ 1 • o nc. � �+iie��►�. _se`�sr�-we-`t :s�i'�•�C?_+CrLslt��iRi�:�. ���+ 4110 ,j LI • CONTROL UNE y _ .v.>. eer -z �-���®�S_ ,�,�y -�.� Ill�� ��,� G�Lw�PL *. �..---.,.i.,w_44=-=Dggg-rtr-g-fmmev..,-...._.._ CST.CON P � �=���+' 2a-s��,v►�•-� --om its--:_,�w�t:alr-A:i- f�� lL.._.„-L��-.,A,kv . '�'�� -� al; fTIONEASEMENT �•gL♦�``I �•__g `� tl._ s -IM.�® �+�•.;- �'4: I: 1 �y��. _\+ � _•��-.� __ ,` liBEGIN �``,��9�_ ion •`. ��.� s;�:':_�•���--.�,��C' �I�.'��1��.�...� ! � -'�%�'o�i ��Yri��OONSTRUC _ .-��` � r.ig•e4'� :oc�.av��c:�=1!•�'��rvsa� �s����- ����►_`�. �._ .�`_� "•ti _ � - �q�RYi� '�. • - a- 'o�Y" •'�i�=��Am-a' .�i��,'� 6"«�r� � �ii ����� W, .8:� , 4� .•r .): -,,-*•,, •STA.fO+I?!3.7.65'RT. •/` __,_414,4":,_...._,.. �, �."� ��� - i •i i , - 7%::'Y _�� �� .�C��,p .19' '�Lr���� °s- CONTROL UNE ` •::'.7......::: 3� 4.411h.1 • O � i/ 1_ 'M �� �� / CST.10+40.35. CtbwNEL ) ! 19/ '\ .n -t k I�(1]�� o ; -1�-`� Fj;�rt=�' '!r�'r"`;�•-'�/ �' "�--. BEM PROJECT( . .� \ �l i t+5 - 1 A'1 • • •"."7•7'---• `gyp r�1r��''.*,'� ��/ 4.. BMATCHEGIN prfST.BANK PROTECTION.. ' -� \ �. .TRANS lO ��'�:, :_ V/ CM PROSECTION NEW ROCK R1P_RAp • \J.. `, `.._•-1 Wt• ----• - - --- -. ..-�. I •--\ --� o .U� • ;fl1 ----w4117♦� �, / 1 • Ci BATIK - ` ` ,.`-\''.4''-.--,, 's P.% 4+: 1� 7 4_1...®`..- OPE XI GROU-r _/''_r,;\ y./ .G 1.,1 1 l ENGrII -. ''�' MI CONTROL PCC A 16+43.90 s E �•� 9. DELTA RAgUS TANCE� RENO W7TRESS _ _ 5712'06' 100.00' 55.09' 7►••. • • • 06-16'03' 13.35.72'256.36' St2'1 t' •-•••-•ROCK DEVELOPED AS EL CONQUISTADOR PLAZA �• `� `�� ►//,' A o+00.NVT►ERER wAS++- � $o� HOPIZOH HEI HISO.Y.CASE lio.0112-4@-8 ! STA f0+00.00.GREENOCK OR. 13'06'10- 966.00' 110.94' 220.91' BLOCK I PROTECTION ii 1�• ,r VI--EXIST.5-10'rs'RCBC'S �•-�z 4,.56'55' 300.00' 212.05' 230.11' s}�•1S,(•O,SC �• gli 06.58'07' 269.39' 16.10' 32.76' LIMITS OF PROPOSED 1_ t' P 1832'31' 103.00' 16.8 t' 33.33' •� -r'' •• STA.19+70 •V 1 gyp• WTLET ItIY,EL-25 .49 ....*..;.0. ig. 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