HomeMy WebLinkAboutEasements - 10/12/2015, Resolution 15-64, Accepting an Easement granted by the Rancho del Cobre Community Assoc. Iiiiiii iiiii iiiii iiiiiiiiiiiiiii iiiiii1iiiii iiiii iiiiiiiiii ilii ilii
SEQUENCE: 20152850179
No. Pages: 11
10/12/2015 3:14 PM
F. ANN RODRIGUEZ, RECORDER ,��
Recorded By: J3H(e-recordin: rzo?
RECORDING REQUESTED BY:
TITLE SECURITY AGENCY, LLC
WHEN RECORDED MAIL TO:
Title Security Agency LLC
2730 E. Broadway Blvd. #100
Tucson, Arizona 85716
Attn: Rachel Turnipseed
COURTESY RECORDING
NO TITLE LIABILITY
CAPTION HEADING: TOWN OF ORO VALLEY RESOLUTION NO. (R) 15-64
TOWN OF ORO VALLEY
PUBLIC NON-MOTORIZED ACCESS EASEMENT
RANCHO DEL COBRE COMMON AREA "E"
RESOLUTION NO. (R)15-64
A RESOLUTION OF THE MAYOR AND COUNCIL OF THE
TOWN OF ORO VALLEY, ARIZONA, ACCEPTING AN
EASEMENT GRANTED BY THE RANCHO DEL COBRE
COMMUNITY ASSOCIATION TO THE TOWN OF ORO VALLEY
FOR THE PURPOSE OF PUBLIC NON-MOTORIZED ACCESS
THROUGH RANCHO DEL COBRE COMMON AREA 'V"
WHEREAS, the Rancho Del Cobre Community Association desires to grant the Town a
non-exclusive easement over, under and across Common Area"E"of Rancho Del Cobre
Subdivision which grantor form and legal description of said Easement is attached hereto
as Exhibit"A" and the Easement location maps are attached hereto as Exhibit"B"; and
WHEREAS, the easement is necessary to provide continuity for the multi-use path that
was constructed along the north side of Glover Road as part of the Rancho Del Cobre
Development; and
WHEREAS, accepting an Easement to the property allows the public to legally access
their property and to allow for non-motorized transportation with motorized emergency,
law enforcement, and service vehicles, and for construction, operation, use, maintenance,
repair, medication and replacement of the multi-use path as it passes through private
property; and
WHEREAS, the Town will be responsible for maintenance of the path upon acceptance
of the constructed improvements; and
WHEREAS, it is in the best interest of the Town to accept an Easement, attached hereto
as Exhibit "A", to of Rancho Del Cobre Community Association to allow legal access to
Common Area E, as described by Exhibit "A" for the purpose of recreational, non-
motorized pedestrian and equestrian usage.
NOW, THEREFORE BE IT RESOLVED by the Mayor and Council of the Town of
Oro Valley that an Easement, attached hereto as Exhibit "A", between the Town of Oro
Valley and of Rancho Del Cobre Community Association is hereby granted.
PASSED AND ADOPTED by the Mayor and Council of the Town of Oro Valley,
Arizona this 7th day of October, 2015.
TOWN OF ORO VALLEY
12- )4/1
Dr. Satish I. riiremat , Mayor
C:`,WINDOWSTEMP BCL Technologics'easyPDF 6 @BCL(a F4109B30{BCL F4109B30.doc Town of Oro Valk Attorney's Office..061808
ATTEST: APPROVED AS TO FORM:
J ? . Bower, Town Clerk Tobin Sidles, Legal Services Director
Date:
l5 Date: /0/731/5
C:'WINDOWS TEMP BCL Technologies easyPDF 6 6 BCL(nF4109B10`Ia;BCLiiF4IO9B.1O.doc Town of Oro Valley Attorney's Officeca 061808
C WINDOWS'TEMP'BCL Technologi.easvPDF 6'(a BCLa;F3109B30'Lz`BCL;iF4109B30 doc Town of Oro Valley Attorney's Otlice:ca061808
WHEN RECORDED, RETURN TO:
Rachel Turnipseed
Title Security Agency, LLC
2730 E. Broadway Blvd., Suite 100
Tucson, AZ 85716
TOWN OF ORO VALLEY
PUBLIC NON-MOTORIZED ACCESS EASEMENT
RANCHO DEL COBRE COMMON AREA"E"
FOR ONE DOLLAR ($1.00) and other good and valuable consideration received
Rancho Del Cobre Community Association (collectively "Grantor") does hereby grant to
the Town of Oro Valley, an Arizona municipal corporation ("Grantee"), a perpetual, non-
exclusive easement upon, over, under and across Common Area "E" of Rancho Del Cobre
Lot 1, Lots 1 through 68 and Common Areas "A", "B:, "C", "D" and "E" recorded in Sequence No.
20132670162, Records of Pima County, Arizona, (the "Property"), being the parcel of land
described on the legal description and the sketch attached hereto as Exhibit "A". The
purpose of the easement is access for all forms of non-motorized transportation together
with motorized emergency, law enforcement, and service vehicles, and for construction,
operation, use, maintenance, repair, modification and replacement from time to time of
improvements related thereto.
Grantor hereby warrants and covenants to Grantee and its successors and assigns that Grantor
is lawfully seized and possessed of the Property; that Grantor has a good and lawful right to
make the conveyance described herein; and that Grantee shall have title and quiet possession
against the claims of all persons.
The person executing this document on behalf of a corporation, trust or other organization
warrants his or her authority to do so and that all persons necessary to bind Grantor have joined
in this document. This document runs with the land in favor of Grantee's successors and
assigns.
DATED this1=day of Secie&t. , 20 IS . Age
Grantor: WAykl4. i
t/
For
?&U &O
Ce b44 V W14'(4.41/14
(Remainder of Page Intentionally Blank)
(Signature Page Follows)
Page 1 of 2
State of Arizona )
) ss.
County of fit P02.1 CO PA- )
This document was acknowledged before me this 1541 of 5571tYvt661 , 20 , by
?ki c tto tam.. C b zC
T v�its 14. LeYvc7J for and on behalf of Cove w.uu c cv Attsa.tAnct 1.
La4,414--
NOTARY PUBLIC
My commission expires:
NICHOLE SCHULTZ
Nitary Poiltic.stoto of Acf#d*•
rCr0
a �, MIrIC0 •County
1°LrL.C,NI ILI,
2o( , � ��; �,C•mmtisfon Es►ir.
March 24,2016
Page 2 of 2
s 0,9k
27 April 2015
ASI No. 13021-2 (Maracay Homes)
.t �
' . EXHIBIT "A"
LEGAL DESCRIPTION
FOR A 15 FOOT PUBLIC ACCESS EASEMENT
A 15.00 foot public access easement located over Common Area "E" (Luzon Drive) of
Rancho Del Cobre Lot 1, Lots 1 thru 68 and Common Areas "A, B, C, D and E" recorded in
Maps and Plats Sequence No. 20132670162, Records of Pima County, Arizona, more
particularly described as follows:
BEGINNING at the southwest corner of Lot 14 of said Rancho Del Cobre;
THENCE S 00°00'00" E, 15.00 feet to the north right-of-way of Glover Road;
THENCE S 89°56'14" W along said north right-of-way, 148.72 feet to a point of cusp;
THENCE northeasterly along a curve concave to the northwest having a radius of 29.00
feet and a central angle of 61°08'03", an arc length of 30.94 feet to a point of
nontangency on the south line of Lot 34 of said Rancho Del Cobre;
THENCE N 89°56'14" E, 123.34 feet to the POINT OF BEGINNING.
Prepared by
AMERSON SURVEYING, INC.
X00 LAND Sor ry
`� `�`f Hca ra %.
y
22245 11
MICHAEL KARL
MICHAEL K. AMERSON AMERSON
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q15'/ZONA,u s P
EXPIRES 03/31/ l
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i COMMOM AREA "E"
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GLOVER ROAD
(PUBLIC ROAD)
EXHIBIT TO ACCOMPANY A
''""'''-r LEGAL DESCRIPTION FOR A
'p�. 4' ‘FICATF 40 '1115' PUBLIC ACCESS EASEMENT
ar. (,, ,* 22245 C30 IN
wMICHAEL ss n
COMMON AREA E
z At ERSON. OF
4.64- --'vRANCHO DEL COBRE LOT 1
Camp Lowell Corporate Center • _.....
i N c• 4552 East Camp Lowell Drive4,Q/ZQNA
Fox: 325-8703 *S:
‘3&'" N ,A M&P SEQUENCE 20132670162
Tucson, Arizona. 85712 _to p RECORDS OF PIMA COUNTY, ARIZONA
�.,�L520-325-58833_3 AS/ 13021-2, APR.24,2015, PM, SHEET 1 OF 1
r 7 , r a i
EXHIBIT "B"
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LOCATION MAP
�PLLEY A�/
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� RANCHO DEL COBRE
c,:`,f, 9 r'rt� . -
-44--.1
�'K.irytn4 h• �
�� PUBLIC NON-MOTORIZED ACCESS EASEMENT
'. ,4s � RANCHO DELCOBRE COMMON AREA "E"
o -, C O
UND ED 19
GENERAL PAVING GRADING NOTES PRIVATE(PAVING, DRAINAGE)and (PUBLIC SEWER PLAN Reference and y)for . EIPALCGUNVEI Y Y F �� 1«,) ����`
____�. __ RANCHO DEL COBRE �` RDGE 1J1-49).
1. ALL MA A/D MATERIALS SHALL 8E N ACCORDANCE 91N THE PIMA COUNTY/CITY OF TUCSON '� NIC S2,PI:.17
STANDARD SPE110ICATIONS FOR PUBLIC�TS(PC/GDT SSS~).EOM.OF 2003,EXCEPT As ff ►A '?' S LOTS 1 TNRU 68,BLOCK 1 AND COMMON AREA"A,B,C&D"(PHASE II LOT 1-34) RYAN '',�1r n• al �iM �►/'•'vAUEY
001D HERBY. 1_ (ALL STREETS ARE PRIVATE C.A.E) 3)NSET CANYON ESTATES?t
2 M.L.ALL CONSTRUCTION AND TESTING METHNO05 WALL NF M CONFORMANCE.WITH PC/CAT SSP,,EDITION OF -.•-;:::-:•-'-� :c- I � ]�'----- �+'.I _ t i poi,2003,EXCEPT AS 04010(91)HEREBY. -J IP12(A-(49 61,Pc.' 33 t t ,.-,:• ,
,; ino'R.O.W PEA 'A VISTA(1.60)
3 ALL WORK SIMI.BE IN CONFORMANCE TO GRADING STANDARDS,CHAPTER 27, F CTiON .9 OF T4E ORO 1 L+ -_-_.-__-__ _ 20 FOOTPATH EWE. ..K. AR----.L w"t- 1
N.W.CORNER SECTION 3 I'G.BS IRNMD MAPS - CALCULATED 4 • PC,02
VALLEY ZONING CODE REVISED,JUT Y 2007. - �`f Ft1A1 PLAT iA(Y7LT1'TES 1`�3 K-8
i1�E5�-•-- �>.-- --' r - -_ -__- 1•--.- -_... ; --- N.1 4 CORNER 1 ir���- NARMAIA RANCH 1
L 4. EXCAVATION AND BACKFILL FOR STRUCTURES SNAIL.CONFORM TO PC,'._T.SVT,FCTt!N•1 703 ...t........ TANGERINE'f ole- r,A,A �� AI,IiTi1TIHLAIER sc a. ;
T A Y T H At �! t'. i�'r/!��. N 42"IT-------- '1 -: __ _'._, � ? 'A:t r.-.G:�_..:�: rl t1,��,A t'E 121)40.39 1013 N J DISI CT}+t*i iii y^..R-14 T 01-.-. ,r,,,,,z,,,,f.o.
. -. J.I.,,,,, 1-11,13-36,39 170
S, EARTHWORK.EXCEPT S MODIFIED R THE SOILS REPORT OF RECORD,SHAU iNF RH F l SSP,. _3056' _ ., „.R,.��_-ter -� :-:,^ _ .__._ } I ) �a,,;cl.�,' 23
SECTION 203. 5H.39' - - _..._.__ R 1M BK.45,PG.
O B. AOCREGAIE BASLE COURSE SHALL CONFORM 10 PC WT SSR,SECTION 143. - -.,_.. __._-_--. -- er '�-"` _..,-_-Y -•c-_ t____ 'r I� '. f+.
/ .. - �� ` �T.E.P.EA.W,EIIT---- -••'- '•'. ...... ( / ROiJM000 Ru�C11 1••x,.5) r''l.!
7. ASPHALTIC CONCRETE SHALL 1.04048 10 PC/CDT Sg'I,SECTION 40,,4;F,HALIIC CCNCRi:iF MixDIRE NO, E FFTND a.1" ' - • �I' •J9.33' 28 E,'•eA P.Q R I BK 4A,F'r r/..(.... �" »�' I. � 1 t'w4
TAG9ED �3'S'3`4'3�'
2 SPECIFICATIONS. r "`" ifi
a '7,, OXT.6228 N.610 L ..1. _ t�_ , BK Pt;to
_.. -, - II zs,0 -�,..
Al ALL CONCRETE SHALL COMPLY TO PC/COT SSI SECTION 1006,CLASS 5 3.en0 FS COiAPi?fSSl11 "` �f.-,7 '.... ..._:. 0 e ,- �} - ' i ?O.''fi -� ''''''' j�.RLNSiA j1- ,)
STRENGTH AT 20 DAYS UNLESS OTHERWISE SPECIFIC) •"'+''''-:-.L/
.� 00 ADO.tRQ l � _- i <-• •, -_ii1 ,a
�. / __ 'INTER
_ :\ '. T_ BK.47.PG.89
D. A STAMPED SET OF APPROVED PLANS SHALL BE KEPT IN AN EASILY ACCESSPLE LOCAIRNI ON THF JON 45'1H1 OEOICJIIED :{C / y`': 4'410'{2 117(y I t� /:� ` \
_ J \ RY SZPARAiE QRST. -•
!� CITE AT ALL TIMES OR COMPDUPINLY
CONSTRUCTION.APPLICABLE
dt0 VA-1 T ii `/ / , .-- 01'4ALL •• ' , t9 I !I ;4,,t,2.1/2.'
/,,` A PORTION GF SECTION tU 1-12-S,R-13-E,
I,. CONTRACTOR SHALL CA1 BELE STAKE(1-800-782-5348)TO VEAn t.oc,1InN of.ALL I I19)13.S PRiOR TO ,' ` ___--- i , 4-Ft,$1.y/2'RFBAR 41" G,k S-R.B.it CID*OF ORO VAL111-
• COiNlIE7NCFAENT OE CONSTRUCTION. >,,,,I �� N(rew 5134;' *� '',2 �+ PMA COLMTY,M87.0NA
12- CONTRACTOR SHALL OMAN AL1 PERMITS REQUIRED BY GOVERNMENT A:;£NCIcs W,• `'' ?... I I / 4 / _ ___ -__-_------_-- '
'• N 1.'31I;,ld'E 7a911 20 t 1 �t:.._i*X 111101'SEVER
LEGEND .
�- 13. CONTRACTOR SMAL1 INSTALL STREET SKINS M ACLXIRIIAN('w11H THE tiri1M CF:Y't)VALLEY tiUE1[XViS1CY1 I •/. �"' ` �. I I.
I�T.# �% C-9A-146___ LJ HILT,StARYE31 MpNAHFM FP EDGE Cl PAVE/CENT
PRT; PORN OF 8049SE CURVE Q0 KEYNOTE NUMBER
14. PAVING CONTRACTOR SHALL 40,01ST BOTH Di51841 ANO NEW WATER VALVES,BOX CA1!ERS WATER METERS • e N�2 E 8320/ 1 I\ ! �' 2 ,,,///,',,
/ PFR PC/GOT 103 T C BEGINNING CROON_CURVE PCC '•'Wl OF COMPOUND CURVE Fri SERER
909145,SANITARY SEVER MANHOLES AND CLEANOUT RINGS AM)COVERS,TELEPHONE AND ELECTRIC I- N() N 741w----' •• \•` ---- 4,11011,- j' s FEW LOT 4(001R EVC ETD 0911•AL CURVE Al'AREWIRING CURB RETURN MMN1011 TAG
MA/COLE RIO AND COVER'S TO THE NEW 8009H.D GRADE. 6'. _
' •ii'" 11 If)-•?�- INDICATES MGH POINT PV! RUNT CF VEP,i1r.AL INlfT;SE'CT10N ECT? FIND CURB RETURN Cl QV*TAO
I 15. UPON COIMENCELENT OF RORK,TRAFFIC CONTROL DEVICES SHALL RE POSTED AND MAINTAINED BY THE 1 Fit• N OO 1S w 58.`x_ 1 9 z+`j!f _..... -__ 1 LP=m INDICATES LOW PUNT PC POINT OF CURVATURE .t GRADING UAATS(TOP/Citi'SOP() L1 UNE TAG
CONTRACTOR UNtll SUCH 14,E AS THE WORK IS COMPLETED.Ml WARNINGS CJGNS,S*1)0 ADEs,ETC., 5 N'1 T-'- '' r g- t t I ,�, A .�TO:��Qom) 0(TM M
N 14'14'?9'E 1 __- J f = 7.-1',.\,, GA INDICATES GRADE FREAK PT POINT OF TANGENCY ti_ a..
SHALL!f N ACCORDANCE WITH THE MANUAL OF INNIFORM TRAFFIC:CCNTR4l.I�fVIrES ADOPTED RY THE ;Fr)l_ _ / r�' / -- tt , •
f S1*11 OF ARIZONA 1111001AMT TO A.R.S 21!850. -' COKE_-f7.- .i (,/ i ", .. • TC TCP OF CURB G CUTTER -T S+ikET MJMBER
• 18 1F UNANTICIPATED COMMONS ARE ENCOUNTEP,ED DURING THE alum OF CONSTRIICTK)N AND ARE BEYOND !M5.1)41*E'nom' - 1 t (U' 1 j FMCS IOUs(CONNECTION S,E rR
THE SCOPE OF THE%SON,THE DOWER SHALL SUBMIT 1HE NECESSARY REVISED OR SUPPLEMENTAL _ ___,�___�,1-.4 , \/ m 22 1it,
�'�c_. NEW PAVEMFN'F .,,,8•.+,_-s•t W 111 11( ;EWER LINE NEiN FRCS
91100VFJ/E11T PLANS FOR R1VIE1 AM)APPROVAL BY THE TOWNN OF c00'041111 PRIOR 10 SUCH �, N 79'13'93'E Z ?1 ! �_ .-.t J 7 `- , 3r MANHOLE. DIRECTION OF FLOW
RE1NSIO NS/C4ANGES BEING MADE N THE FIELD. '5 �d PUDI 17. BC COITRACiOR SHALL BE RESPONSIBLE FOR THE CARE AND MAINTENAN F'?F 18131/10 IMPROVEMENTS :1 -�'� I a ,rfPEOkSTR1ANCR06StAIK STRIPING - MANMIGOL I:SEYYER LIIFFj� NT
AND VEGETATION MN TIC WORK AREA.PAVEMENT.CURBS,CART PAINS AND ANY OFHER 09STRI46(R)NS �jlrA �� ,A•A• „„,..i. t , C%'f� 040TH AS NOTED
DAMAGED DURING CONSTRUCTION ARE TO BE REPLACED BY THE CONIR.ACTOR.ANY t1NDERGROUND PIPES. '' r,:� 73 / \ u, _ "..0„w�wr".1616*OF<?!'n VAD IJ 1)6015 "----'PROPERTY BOUNDARY
• ,.., 1 -W-- WATFJi11NF.VALVE do
IRRIGATION L.NES,IRRIGATION CONTROLS.DRAMS,STRUCTURES,OR OHSIRI31A'I*S NOT SN°.184 TFHFSE '� H4 /'
�______ ___._.._ FIRE HYDRANT :.:-,...-
EROSION HAZARD 9418AIX
PLANS SMALL BE MOVED.ALTERED,OR REPAIRED BY 1HHE CONIRACTTAI WHEN ENC(RINTEF1.C.A5 ofRECTi:I' ,�; iLbE 4n H5 t / 1`y4�. �l ;p /;.. - WATERLINE(DOSING) 100--YR.FLOOD LIMITS
BY iNE MINDER,AND IS A DEFINITE PART OF TMS PROJECT. N E •� , ` M3 y I(i M .r.,
�� iFP TRANSFORMER(PROPOSED) 1, CURB ACCESS RAMP PER PC/CCT
16 ACCEPTANCE.OF THESE PLANS DOES NOT 1)0101TT111E OR NIR Y ACCEPTANCE OE ANY OF THE F11 51WNG v, } 1 i 1 5 �u l s..
ItRNER .:a TCP PEDESTAL(PROPOSED)
511)207(ATN TRUNCATED DOME) L•RIPARIAN AREA
. r
N A MlNlts)RETAINING OR OTHER 1YPE(S). 1A7�� 1 i { ° I
`\4? �t i''" -� �_--1'-- .,� ENO.1.5'A1111..GAP µ RH;HIT-OF-WAY(ROW)
1 B. ANY REINFORCED CONCRETE STRUCTURE(S). N 37'01:E ` 11 PATH ""�m's"�
C. ANY EMBANKMENT(S)S *40sE PRIMARY i 41110SE iS TO FUNCTION A P -... , R -1 ••k r �SHE1;T MArCJ•R NE
n) dilly � ,�� , 1 4� r.. 2'SN I I__ _... �; -rT':'i�A"------- Lr_`�•:.tI MOLD-USE (10'WIDE) LAT UNE
• RET(911ON/OETE]ITKUN STRUCTUTOS. - 111),*:
-_� __._..5! •A,..e 11 . 1 N----- ,1-.---�-- •'' i SNFET INDICATOR SECTION TIE UNE
.,...»".,•. [VELCPEII WATERSHED BOUNDARY PASTING PAVEiAENT
!.- THE VEINS 861FD ABOVE ARE APPROVED FOR LOCATION ONLY.SEPARATED PIAN C1ECKS AND PE.RNITS W r. '/ ..�• Y�r ..R 7-___I I 1 <r.�.. <<H WALL
ARE REQUIRE.ALL IN ACCORDANCE NTH TIE APPLICABLE CODES OF HE TOWN EF ORO VALLEY, VC t :, i 53 1 , 1 I NT ll, BADS OF LlEYA1HN/ SCREEN 00tw�rarant STORM DRAIN FTE k
19. CONTRACTOR S1HAL1 OW FORTY-1301T(48)FLOURS NOTICE WHEN TAC(SHALL REQUIRE THE SERVICES Cr • 4; '' J�, 55 I''%Iif„1,;l I/t• Till 1 BENCHMARK - •,•. ._5'HIGH CHAIM INK FENCE MANHOLE
THE ENGINEER OR ANY OTHER PERSON PROPERLY AUTHORIZED FOR SUCH PURPOSE FOR LJIYNG(91T ANY p od 49•ci!'^.„+;•/ i i .H,- i
.n' •/ I t ”' I �_ 1 PAVEMFJNT PATT31 PER ..._'.._ i,•- EXISTING GAS UNE DRAINAGE NIT
PORTION OF THE WORK. THEY SHALL ALSO DIG All SENA HOLES RE{XSSARY TO OK UNE AND LEWIS i / , 1 t� 's.•.•,`�
SZN 9 Irl 1 �•^�.,, (EF-1 CRATE
MD 4W1 PROMO(ASSISTANCE CALLED FOR 81t 191 ftIt2111FJR OR TEAR AS1*STAMiS UPON ANY PART OF ' / ,/ -' / N 1 s I 1PC/COT SFU.218(T1T'E 2) ( )
t THE WORK WHEIEbER SO REQUESTED,AND 9ULL PRESERVE Al STAKES SET FOR 144*LINES,LEVELS OR to _ / I It nP ,>p•- EXISTING OVERHEAD POWER HEW��RAIJtNC
'Sid
,. , • / , �,.tA' RESTRICTED DRIVEWAY
' MEASUREMENTS OF THE WORK N THE:P PRa'ER PLACES MIL AUIN091491 10 MIOVE THEM BY THE .r/ ; a'i.'S I• / I •�'��.• ` 1 I 7 LOCATION - •-.! ,•-. EXISTING TELEPHONE UNE
ENC 1RS.ANY EXPENSE INCURRED N REPLACING ANY STAKES MICH THE CONTRACTOR OR THEIR �1 ' S esti.,, •;
• SUBORDINATES MAY NAVE(4*11)1D PRESERVE SHALL 8E CHARGED TO SHE C>IJNIRACTI7R. -1 t ., L--• „,,,,,/,,
' I -"'"...,..:-.."-Z7.1 SIGHT MSiB1JTY TRIANGLE
5•I , I 1 CONCENTRATION POINT "
155�'•'i a II?` `� , (f+' `� 1 - n._o.:a..c. ("3095 WARD RAINING
2H1 I1 SHALL BE THE CONTRACTOR'S RESPONS18UlY 10 F411MISiH HAUL,AND APPLY ALL WATER REQUIRED FOR u i 39 J
..i. ,, RSI s,:' •~
COMPACTION AND FON THE GONT1101.OF DUST MAI CONSTRUCTOR A(:1iNiY.TNF GUST THEREOF IS TO �'!Wilk ii.,,,-,...z.....,, I , a .+�, EARTHWORK
FiWORK
v BE INCLUDED N THE GROW CONSTRUCTION MCC. IC R.0:1F.PER - • ,D
21. IT SHALL 9E THE CONTRACTOR'S RESPONSIBILITY TO FULLY COMPLY NTH A0E0 STORMWATER DISCHARGE 2 n ; N: i * ` i I'll
'8 OWNER DEVELOPER CUT 33,853 NUJ.YARD
PERMIT N ACCORDANCE WITH THE REPORT AND POLLUTION PLANS PREPARED NY THE DIGIREER.NE COST HIL�AD HNMPS ki
W' , ``.�/ PC/COT CA1.L4lJT5 __� ____
B THEREOF TO BE INCLUDED N TE GRADING CONSTRUCTION PRICE_ , 'r Rt _ f .. �•• /• ii, FROM TRE PMA COUNTY/OTTO TUCSON STANDARD MARACAY 91,ll_f. FILL �•1,929 CU.YARD
22. BUILDING STES SHALL BE CONSTRUCTED TO*ZEIN 0.10 FOOT OF FI494 BUILDING PAD ELEVATIONS AS NFC EXi'ORT=31.924 pJ.YARD
SROM CAl1IM FOR PUHIJC IMPROVEMENTS TUCSON 2003 R D110N 15279 N SCOTTS11Ai.E RD�3pp
%TAXED BY THE DOWER.STREETS AND PERKING AREA SHALL BF-CONSTRUCTED 10 WITHIN 0.10 FOOT O(: I:1 C 1 ..1 ' '.`/ R SCOTTSDAIE.01 45254 � '
4r' �' ��,r ''''” �` Q''�j�` 11 r- 1.542-IDS SURVEY MONUMENT TOM I SDCLI 1. EART WORK OUANTFIiES 00 NOT ACCOl1 1
F1N5t1 SIIBGRADE AS STAKED BY THE E7KaNEER /� •. ���
23. A REPORT OF SOWS INVESTIGATIONS,4140,UI40 RECOMMENDATIONS FCC 5RAtiNG PROCEDURES HAS BEEN V •, .: I/ 2 SD 013 CONCRETE HEADER FOR CLEARING/GRUBBING LOSgS,OR
PREPARED BY PROTEX.PROJECT NO.1999,DATE]:)10-28-2012,FOR THIS PROJECT.EARTHWORK SHALL 62 // j ..,•.,-;-,',.�
M!1 B• \ ,- 1 SU-20B CONCRETE CURBS FCOMPA OR PERMIT-MO Pl1RPOSEA D ARE PROVIDED
e CONFORM TO THE RECOMMENDATIONS CONTAINED)N SAD REPORT AND ANY AMEND1 015 MADE T[RETO. /, ' F +/ / I�MEA 1 \ 4.`.,D-105 BARRICADE RATING
24. THE 541.5 DOMES SHALL OBS1RIC INSPECT AND TEST ALL CONSTRUCTION OPERATORS.INCLUDING BUT CA'B' /;-' 19 5.SD-210 CONCRETE.CURB TRANST11Oi1 2. CONTRACTOR 1S RESPONSIBLE FOB THE
1 63 I' 6.SD-200 MORES SIDEW*0 CAL CIA.A11ON OF HIS 0144 CONSTRUCTION
NOT LIMITED TR CLEARING,GRUBBING,91BGRAQIE PREPARATION,STRUCTURAL.*DON EXCAVATION A/D 111FF7<JRYM 8 y / i j' N V. ® �� 1
11- Mal.MAIFJHIAL.TESTING.TOGETHER NTH PLACEMENT OF FIE,SATIN DRAWER SHALL CERTIFY RI -- I t ''l, JG ,ti ..-' 1.ST-994208 FIAT 10P MANHOLE (VANITIES.
*91040,THAT ALL SOILS OPERATIONS ANO MATERIALS USED FOR THIS DF:VEIOPiIENT RETIE PERFORMED N ?� I / -� WI ' Nlll 7, 8.SD-WM401/402 f10115E CONNECTOR SEVER PR J, QUANTITIES SHORN k5 FOR PHASE I AND I
ACOMDANCE,ITN RECOMMENDATIONS AS SET FORTH N THE GE0*4)344Ic.AL INVESTIGATION 11F •L i <.' �__ l JJ1 I �-i 9.10-200 DK 2 S APPROVALS
T REOORO ARE CONFORMMICE WWI TE AOfFPTID PINTS MA SPEIXiCUTIOR 1501111CAi1f)N P4 et,, >• r.,--,s._ I _ F` / 1 L 10.SLY-311 EF-1 CRATE
wRDINI%NI!TO HE RUINED BY VIE TOWN OF ORO VALLEY PRIOR TO 111E REQUEST FOR FINAL j �'� I e el /.•: 31 f/ 17 li''IIT is.11-rn0,,ii 0AiHRPIRXIF UNWISE FRAME 0 WAR ,
9ISPEGTiON AND RELEASE OF ASSURANCES � , , 1f i + ' AREA OF i�
25 GRADING 8011401 5%HALL CLEARLY MARKED.AND AL 40191 1411.1 BE CONFINED W •
•, -•,10 r1:111It HIS , ii*15J -.f ..i1:::-1.-------'
N 1 �' �^. /
g 1. PRO&C1 Ui ITS AS SHHONM ON TEESE PLANS. ' , .! I J t,` 1 18 t Ile,113
2H1 FF SHALL BE THE RESPON5Bl11Y OF THE CONTRACTOR AND/OR THE';tIHRVEY»R PROVONG THE 1!Q(SOn-170873 ;' - - , 1 / I�' '4' 'lir ENCROACHMENT VALLEY TOWN EHUIIFER DATE
t CCIHSTRUC1HON LAYOUT TO VUIFY THE BENCHMARK AHD COMPARE THE SITE CONDITIONS*1,1 THE PLANS 15 8,4100RYA0 A p I ;y \\ Nr
J. ANO SHALL NOTIFY TIC 0*941flt OF ANY DISCREPANCIES OOSERVED.11401/LD ANY BENCHMARK.GRADE OR GA Y' !., „ `' 1 (' I A, P -�--i R:r,� •,,^, W...OC.WI KA,Ut.r.carun
DES *08990 BENCHMARK I' ?_�.."�.•d[.•i1•� ,i+'li4 1j J►• 17.SD-205.5 50EWAIX 920910 APPROVAL
,J ANO S LL NOTIF ON THE PUNKS BE SUSPECT,THE ENGINEER CR STINT BE Oi SAD ARK A--Y T , J
, GRADE CP.DESIGN PROBLEM AT UTAST TWENTY-FOL*HOURS BEFORE CONSTRUCTION IS SCHEDULED TO ,, 6i.,_„ ,4,,,,,,,....,.
,�,,,� �1, •..• '1 y�� j �`�D ; ���', , r my
BEGIN ON THE AFFECTED AREA. N,.J 4S'W i I�• y I. �� • .. x ............111111 � f �, c AR
I 27. IT SHNL BE THE SOLE PONSIMUTY OF THE OWNER(SI THOR SUCCESSORS OR ASSIGNS,(AND/OR ,., 11'
�l; '�1� !� 1 r<fi�l r .IMTAOf,ED ' J554-'3 Ok
//�//S
TITh CONTRACTOR.THEIR SUCCESSORS OR ASSIGNS AS APPUCABtE)TO PURSUE ANY NEGOTIATIONS, 1 4 HOER Ilh 41
OBTAIN ANY AGREEMENTS AIA/OR PERMITS,E'PC,FROM ALL NECESSARY OWNERS ETHANE AM)/OR ;il c .�•. I.. .s--/,
Iti' Pi L� t� �� ) i • 0¢40 Mu.EY'TbMN 4...W seNe DAIS
.jr. GOANE e4MEiNTAL MUCKS N CHARGE OF PROPDHES MO RIGHTS-OF-WAY ADJACENT TO OR - o\ •w�I.�.�r.i , .r-• wr ... .�.r��.r...,...n 1..,..,,,,___ CENTER T 4 CORNER .w. ,`
q 'CONDOM)THIS PROJECT.THAT MAY BE REQUIRED TO 00 ( ACCESS, FID LFTs 3749D :-.7 �yB .t LN,.,: :y.C'1Tr7 3'*a`7((�. ., .ri F ."`'- = jr,
SECTION�KR BK.45, 1%
ANY WORN(CONS1f4UC110N,A w►i s ►..• NN11RD a A uw� c ,� '...41: "••.
'f. WDEIGTiOlS,GRADING,DRANA6E sBNBc1URES.ROADS,ETC.)ENCROACHING OR AFFECTING-PREMIX OR SET W •.7;,_VirNTrNi'7 . .I - w_-•� : '••'• Y PG 23c BK 48,PG SZ /+ '
8K 52.F'G 17 k id RATS >IAaN1s i P
MQECILY-0F1 THESE AD,NCETNT PROPERTIES P*40 RKi1T5-0E-WAY N ANY CONCEIVABLE MANNER. T i'i t 1 OF �� a •
Kx.I,
REGARDLESS OF WEINER OR NOT NMS i RK IS 940*OR DESCRIBED 091 THESE PLANS(OR)ON THIS ��E i4R 75�.ow •b EE gw•9.1,I. ,°/ ( ,B FAQ PIS NA w/TAC • ' NrnNi
I,
PLAT. OKi.H(1190 P6 448 y< H- "717' •A•DETCT1A1ER VALUEj� END.i FfAAR (i.lElillE •d� 2-24'0FX-PETAL -+ '•vt GENERAL NOTES 017N1M1IFn ON SEET 2 JO'R 11E j til t J Ex 8151910 SEVER ' ,.T F1)09 TATH P.41110 1 • '..-,;�,.�,5I ®a+c r •r�-.:P 1 ?
OK1.MC 1790 PG .04 i ,,•' (`r-95-123 CONTOUR NTEiRYAL•T ",,,gy m- •,
• SHEET INDEX t1 kat PER L__ cc R'13010 SE u i ,W ,,;.,._.._..
48 PG.52-3 12) 0 ,,. 1► TOWN of ORO VALLEY,PIMA COUNTY,ARIZONA 1
t SHEET t..............CO4ER SHEET(GENERAL 1401ES SITE PLAN ' • PFBVATE(PAVING,ORANAGE)and(PUBL1c SERER FUN Rolorone. For
•T
ONCIMIdD
Si T 2..............(P11100,00001 NG.SE44El4)NOTES NeM tt RANCHO� Of
AND SPECIAL NOTES _.....--...__.____._..__......-_.._._....___ **Neo 00 LOTS 1 TH81 68 MO COMM AREA•A.B,C.D•,'E'(PRIVATE STREETS)-(P►UI301 IDT 1-34 7R7 nhIN r�oOW.,,s►tiw Roc_ w1( *7)�sz Jas ..__ 1,>`
SHPT.!3-•5.........PUW,PROFILE AND DETAILS
Aff 0' 1D9' 800' !� .•r/ 0094 BY ,_-_00/13 Na.ORO VALLEY REZONING GAti!/40.04906•W
, SNkEF 6.....».......DErAISrial (IB/IdflS iED:LA(NOD TIIVD,MO 10.E711P,AA(TS& LILT P.K.N. likso _
/t man Roc omel somm SEAR iA55ELIETIT TO tAIN[THH7Al AREA -- - aro CHKO BY 08/13I 200-09
08/13
:� SCALE:1".150' Mo 0)1 memos MY 0040. ,Y44 KLAN NO. IP
,t
r BCR STk10+1617 - -
-
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STk.10+37.96 471 ,'` n oETA�,s� /' ''.f-� �-- -- _ KEY NOTES -
MATCH oaS1114G L ` ..,, .- MN FEE= -7, -L`•,SI�HET? ~^
,� -- _ Q CONCRETE HEDGE CURB PER PC/COT SD 209.
!\ ,, 1.4 d♦zt �\ \ 51.55
• 1k14+08 -"-FIE" IR MIN PAD• y j 'B' ^••` _ _ METH 6'REVEAL .
• "E" MM FTE• =5426 �i►': ,6.30 50.88 } Nf_W MH/4 :,,. k 11+08 PT,STA-20+ . ®CONCRETE SIDEWALK PLR PC/COT SO 200.
{ P1 ., 1(/r. •, STAv17+21.49,t.ft1 T _ i' ®CURB ACCESS RAMP PER PC/COT SO 207.WITH
` 4812 04x9 �. 32 MM PAD- o o •7, ` R EP-{•.0 LT ••-• 4) V•...;
I s 45.52 MILE PAD.1 T. a •- tk 15+57 RI11E 275192 , , _ r
1 \ MH 1 '-r , k ''1 MM FFE `L 4545 r - t STA 14+580✓ �.�. ��.' 3� ELEV-x'.10 Ef7E,STk16+70f40 �.1 i' i 7-_ EP-57.BQ /RT TRUNCATED DOME
.! �_ 1 n ;.a��,�r _ n j EP=50 26,14 Ti 514-174 4 L t t _ IAN FFE
10+t8.� EP-4J 75,14'LT A i�/':� `t=+^ - - -fl_ t>,,�•r F`•�, :i 16•+ T1;-58.30,19 T59.91 4 CONCRETE
NCURB NT PER PC SO 103.TRANSITTON PER PC/COT SD 210,
7.55. TC-43 75, 1114 PAD" �''•�� - a ...���_ � .. Eo /" F �:70..,_ f fi, r _ . ++t PAD.f.
�a' STk 10+6383 _ 1 ® W_ - � 159;,r .'''0.•';r .._ 1��`i- _- f1EV.'S NMP 560E1rA131 SCUPPER PER DETAIL 2 SHF.10
vi-$�r�, 7" 1.L.
+,, $a 4536 r, �� = it j•TSaFz' •t,� ' j'a
, ^�� 59.242SA ; TAt7(NEOTO.8 - :, `'� • •-- ,�r7++i `7 DEjSTA-18+5937' q '�' • „ t__ t �� ^^ 1 PAVEMENTS,LENGTH AS NOIm
II ,•:� '1 t Ib:: -- - 4..- t 4-B i v,,r v r �^ Ot` w `3N..53.95 EP=53l ' 11CALCURB SOp� �� ' • 0 - ?b9fScTwT6
h- .-_ 1 i ,�a�m. o1►� ,t1 •` `v i��:Ilk `. r,fi t • ;. . FEE: :•:tMM PAD•6 ST 356 S1A1465.75 MIMPAi1... - t'- !r.K`•i;'u1 t y„� ' - x PAD. ® PC/COTSD 105
BARRICADE RAILING PER
+ t0 ?�:�"�' 0 49 51 •, 51.20 EL rl.1 RIM-2750.25 51.08 '.�'�"'••. `���;' 5741 „ ®5 FEET HIGH CRAM 1811(FENCE TYPE 1 PER+001 C-1220
," LP,5Tk15+81.88 L..STk16+51 r• ...• ". 1 _
i I. I;t u MM PAD= i. PC.STk13+14,92 HP,STA:14+3412 STk15+0730 T.__, . l,t ,,tib. , 42, t s�4J t _ -- ....tie.`____
/r ®SINGLE GATE PER/001 C-1220(WID1H AS NOTED)
1 it r:STA it+7901 4890 to ELEV.=4E160 �1 El EV.•5a37 �"Mi BOTT 11 i lk `� '"*, ,,-....,-,,-,,.,.14111�•� W.�r -1.'W
E,, ?IL
'.� �1:. NEW MH_._-�Z_ EP=4832,14' EP-50.09,14 LT'T 8'S TOP.38.48 EP-49.9i,14'RTS \ �41�`. +t _ /�•- - • �:l t5 ®4'DIAMETER FLAT TOP MANHOLE PER PC/COT SD WO 208
E r 1 ,TA-t�+29 T T 1. EP-49.35,14'LT ., .I�X_ w...-
/R 54.08 ;� / x hj �. '.,•,^ r-- �` ir ®iNO AC4SS EASEMENT BY FNUIL PUT.• RIA1-;,4:,AREA OF '--' �- --�� ,, _{$ ' ��� G1 - 1 ,�r,� O ] 53P41� .,� ' /�'ip- !1_ ,c�..` '`1 • � " ®UUTFS EDITKINC SHOWN MHaOtREC11VE ENG 4005-MAMI 401
' 1 921 r 11? 7.25 ELEV.49.64 /
ti STk 18+80.22 11 ` l ���-'' ~��' �� ��••�_ ®PAVEIIENt PATCH PER PC/C01 STD.216(TWE 2)
L t _ ENCROACHMENT PELEV.,48 6+07 �,I �� � ��- 4 ®SIDEIEAIX SCUPPER TYNE TYPE 2 PER PC/COT STD.205
ICi l 1 '; `�- •' rE sTkil__ - .1 sTA:18+65.57 `., q,� it7 -._it 4) _ _ O- - r y EIQSTMO 5K2N
'�y >j. -� ETU_2).66_.5___. 141 - 2r N. '4 .. 58.76 A" 7 i
1 _ ;• 1 ,, $;ET 6 24.50 RT CL3 211,00 500. 10Q68' 4'31'-20 007657.C l!!E TACE 1'R '7 t MM FTE• tlD n G+ y ,. .T
}� 1' > ,..•."S- �_r^�-�- _ MUNE BCR STk 18+70.40 S ' STk 17+85.85 11114 PAD-;- *
57.59 59.07 1 �"TCi 1S QFVa57. � COSTING POLE
" STk17+73.55 EP 74,32'RT MIN _ t�1 WATERPROOF MANHOLE FRAME AND CO1R PER PC/COT
,11, � , `;''"� pj;D \ 938.56
SCALE E H:1'�40'/V 1'•"4'TI.....ir LLL S 001)0'00'E 314.9'_, fPQ5a85,1x84'R T EP:52.47,42.51'RT TC-�. ,' 5810 G _ 81.07 STD.W'wN 213 2
i/MI912 S 2741Y/r4W- 154.68 TC■52.97, STA t:24.07 :t, O.tt
����` � 113 S 2rithir y �-112137 STA 8+24.57 EP=5303 14!T ®SLOPE EASEMENT BY FINAL PLAT
STk 10+61.14 STk t 8+97.12 STk 17+2223 ., 1 E1 EV• .51 I 1,;-47
EER STA 10+15.96 CONTOUR INTERVAL•1 114 N 03'08'4 T ` RT EP=53.03,14'RT TC.53.53 SMHI5` 10'PUBLIC UTNJiY EASEMENT BY FINAL PIAT
110.15'RT P..44.138, RT Vri 11.7 S 58'21'03`E 27.12 6'tY BOTT-47.11 TC=53-53 STA==x19+67.3,',26'ti® ®ATE COLLAR PER PC/COT WWM 212
} 104-00 MATCH FJ9ST111G 11+00 11c-453e 12+00 13+00 1400 15+00 16+00 B.5 17+0074 18+00 19+00 20+x6 21+00
! f I } 1 1 i RER4FORCED
1 I I I..
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It
1 1.STATIONING IS ALONG CENTER UNE OF THE STREET i i t 1 ' + [. : t i_I l,t�.:.:. J �J r',NO CURD SIGN wJ (+8')PER A00 C 10-03
i 2 AIL SEINER HCS ARE CENTERED BETWEEN LOT LINES : -, I t -._.1__ t.-..} :