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HomeMy WebLinkAboutOV121219�PLLEV qR2 ' Development and Infrastructure Services Planning Division 11000 N La Canada Drive, Oro Valley, Arizona 85737 520 229-4815 520-742 1022 (Fax) - FOUNDED 131" NOTICE TO APPLICANT— It is the applicant/owner's responsibility to ensure all private rules and regulations of the subdivision are adhered to. Contact your HOA or property management company to determine all applicable requirements. Initials APPLICATION FORM M G OV Case # (Office Use Only): � a — �I Application Type: Scrivener's Error A. Project Manager/Developer Name: Gustav Paul Oland Firm: The WLB Group, Inc. Address: 4444 East Broadway Boulevard City: Tucson State: AZ Zip: 85711 Telephone: (520) 881-7480 Fax: (520) 881-7492 Email: gpoland@wlbgroup.com B. Property Owner s), if more than one owner, attach list Name: irst American Title and Trust, Trust #9302 Firm: Attn: Endless Summer Holdings LLC Address: 5501 E. Geldino Drive City: Scottsdale State: AZ Zip: 85711 Telephone: Fax: Email: C. Subject Property Parcel/Tax Code: 219-05-0250; 219-05-0260; 219-05-0270 Legal Description/Property Address: 1528 W. Tortolita Mountain Circle; 1514 W. Tortolita Mountain Circle; and 1504 W. Tortolita Mountain Circle Area of property: Approximately 3.16 Ac Existing Zoning: PAD Proposed Zoning: PAD Is Proposed Zoning in conformance with General Plan designation? [ ] N/A [ ] Yes [ ] No General Plan Designation: Existing Land Use: Vacant Proposed Land Use: Single Family Residential D. Previous Applications Relating To This Property OV8- OV11- E. Reason For Request OV9- OV12- 00-15 OV10- [SABI Scrivener's error to remove the flood plain and flood plain use permit restrictions from Lots 288-290 of Stone Canyon IV, recorded in Book 61, Page 19. This application is true and correct to the best of my knowledge. I am the owner of the above described property or have been authorized by the owner to make this application. Date Signature D JouZ _J' p Engineering - Planning - Surveying - Urban Design - Landscape Architecture Offices located in Tucson, Phoenix, Las Vegas - E-mail tucson@wlbgroup.com 4444 East Broadway - Tucson, Arizona 85711 - (520) 881-7480 - FAX (520) 881-7492 Transmittal O U a la - M To: David Laws Town of Oro Val 11,000 N. La Canada Drive Date: November 2. 2012 185050-MD02-0400 Subject: Stone Canyon IV Lots 288-290 - Scrivener's Error Submittal We Transmit Z Herewith ❑ Under Separate Cover Z Via Courier Material Format 0 Letter ❑ ❑ Memo ❑ ❑ Form ❑ 0 Sketch ❑ ❑ Disk 0 Blacklines Assurances Mylar Cover Sheet Specifications Report Requested Action ❑ For Your Approval N Your Review ❑ For Your Signature ❑ Please Comment ❑ Information ❑ Make Recommendation ❑ Resubmit ❑ Issue Construction Order ❑ For Your Use ❑ Check Comments: Attached per our conversation today. please find: ■ One (1) completed Application ■ Three (3) additional copies of the Scrivener's Error package that was mailed to you ■ One (1) check in the amount of $100 for the submittal fee Please let me know if you need anything else! Thank you! Copies To: Paul Oland / Chris Langham Signed: Linda Thompson Received By: Date: T Lhe Group Inc. October 31, 2012 Mr. David Laws, PE Town of Oro Valley 11,000 N. La Canada Drive Oro Valley AZ 85737 Re: Stone Canyon 4, Lots 288-290 Rancho Vistoso, Neighborhood 11 OV12-00-15 WLB No. 185050-A-31 H-0400 Dear Mr. Laws, Engineering - Planning Surveying - Urban Design Landscape Architecture This letter has been prepared in support of a proposed scrivener's error affecting Lots 288-290, as found on the final plat for Stone Canyon IV, Bk. 61, Pg. 19. On the final plat, General Note #35 reads, "Lots 288-291, 303-305, 313, 336, 339 & 340 are affected by 100-year flood plain and will need flood plain use permit. Flood plain use permit will be required prior to issuance of building permit." However, Lots 288-290 are not affected by the 100-year flood plain based on design channelization with adequate freeboard, as calculated and determined within the approved "Final Drainage Report for Stone Canyon 4, Rancho Vistoso, Neighborhood 11." We plan to process a scrivener's error to remove Lots 288-290 from Note #35, effectively eliminating the requirement for a floodplain use permit for those three lots. Attached for your consideration are a) the relevant portion of the text descriptions within the approved drainage report, b) the relevant portion of the approved "Drainage Concept Map for Stone Canyon, Sheet 1 of 2"; c) the calculations from the approved report; d) a photo of the completed channels taken from the Pima County GIS MapGuide, based on the "2012 Spring Pictometry Color Orthophoto Imagery"; and e) Sheet 5 of the final plat, showing no floodplain on the subject lots. We respectfully request the Town's concurrence with this finding. If you should have any further questions or comments, please contact me at (520) 881-7480. Sincerely, Concurrence: THAtop ROUP, I C. Chr g m, P.E., CFM Hydrologic/Hydraulic Manager cc: Paul Oland TOWN OF ORO VALLEY Signature Date Printed Name Engineering - Planning - Surveying - Urban Design - Landscape Architecture Offices located in Tucson, Phoenix, Flagstaff, Las Vegas • E-mail: tucson@wlbgroup.com 4444 East Broadway - Tucson, Arizona 85711 - (520) 881-7480 - FAX (520) 881-7492 �P\J-EY ARil . OQO 0 r� 3� %9 � A OVNDED Development and Infrastructure Services November 20, 2012 Christopher Langham, P.E., CFM The WLB Group, Inc. 4444 E. Broadway Blvd Tucson, AZ 85711 RE: OV1212-19, Proposed Scrivener's Error Affecting Lots 288-290 within Final Plat for Stone Canyon IV, Bk. 61, pg. 19 Dear Mr. Langham, We have completed the review of the Scrivener's Error document requesting the change to the requirement of a Floodplain Use Permit for Lots 288-290 within Stone Canyon IV's Final Plan. General Comment 1. This proposed Scrivener's Error for the above stated lots has been denied due to the flows through the properties still being in excess of 50 cfs The local floodplain has been channelized, but this channelized flow will still require a structural access to the residential structures. Therefore, a Floodplain Use Permit will be required for the work in the channelized local floodplain for Lots 288 through 290. [Town of Oro Valley Drainage Criteria Manual: Chapter 17 — Floodplain Use Permit] You may contact Marvin Miller at (520)229-4823 if you have any questions. Sincerely, kk�2v41� Marvin Miller Engineering Design Reviewer Attachment: File eng-scriveners-error-O 1-20 12 1120 OQOJPLLEY A'OUNDEO 19.1d Development and Infrastructure Services Scriveners Error The Town of Oro Valley hereby approves the correction of the final plat for the Stone Canyon IV subdivision, Book 61, Page 19, Sheet 1, case number OV12-00-15, General Note number 35 to remove lots 288 through 290 from this note. Final Plat general note number 35 currently reads: Lots 288-291, 303-305, 313, 336, 339 & 340 are affected by 100-Year Flood Plain and will need flood plain use permit. Flood Plain use permit will be required prior to the issuance of building permit. Corrected final plat general note number 35 shall read: Lots 291, 303-305, 313, 336, 339 & 340 are affected by 100-Year Flood Plain and will need flood plain use permit. Flood Plain use permit will be required prior to the issuance of building permit. Craig Civalier, P.E. Town Engineer Date Planning Permitting Inspection & Compliance Engineering Operations Transit (520) 229-4821 (520) 229-4815 (520) 229-4815 (520) 229-4894 (520) 229-5070 (520) 229-4990 Caring forourheritage, ourcommunity, ourfuture. 11000 N. La Canada Drive • Oro Valley, Arizona 85737 fax: (520) 742-1022 • www.orovalleyaz.gov Te croup Inc. A Q,00 of 4.4 cfs, at concentration point 1.7, will sheet flow over Granite Gorge Drive into the wash upstream of concentration point 1.8. At concentration points 1.10 and 1.13, 100-year discharges of 12.5 cfs and 29.7 cfs respectively, will sheet flow over Granite Gorge Drive to proposed collector channels, defined by channel sections 1 K and 1J. These channels will convey the flows to the wash upstream of concentration point 1.8. A Q,00 of 59.4 cfs, at concentration point 1.9, will flow into the wash upstream of concentration point 1.8 and combine with the flows from the sub -basins defined by concentration points 1.7, 1.8, 1.10 and 1.13. This 59.4 cfs will flow through a natural swale, adjacent to the roadway embankment of Strong Stone Drive between roadway stations 15+50 to 17+00. Riprap bank protection has been proposed for the roadway embankment, between these stations, to mitigate potential scour. At concentration point 1.8, a hydraulic structure consisting of three 24-inch SRP pipes beneath a roadway dip section was rated for a combined 100-year peak discharge of 160.7 cfs. The 100-year maximum depth of flow, over the roadway at this location, was determined to be 0.53 feet. Discharge from this structure at concentration point 1.8, will combine with the 100-year runoff from the watershed defined by concentration point 1.11(13.0 cfs) and continue within the wash to III concentration point 1.12. The 100-year discharge at concentration point 1.11 will be conveyed, within a proposed roadside swale defined by section 1 E, to the natural wash downstream of the culvert at concentration point I.B. At concentration point 1.12, a combined Q,00 of 227.1 cfs will be conveyed within the wash to concentration point 1. At concentration point 1, a total Q,00 of 492.8 cfs, will be conveyed within the wash and exit Stone Canyon 4 to the bast. CAt concentration point's 2.1 E and 2.2E, offsite 100-year flows of 11.7 cfs and 20.5 cfs respectively, will be conveyed to concentration point 2.6 through a roadside channel defined by section 2A. This --� 455?AJ7/4V 19 il I g,eBoup Inc. proposed channel will transport a combined onsite and offsite 100-year discharge of 59.4 cfs, at concentration point 2.6, and will continue on to concentration point 2.5. The channel, at concentration point 2.5, will be defined by section 2E3 and convey a total combined Q,00 of 83.7 cfs. Southeast of concentration point 2.5, this channel will be defined by section 2C and will contin won for approximately another one hundred feet before terminating at a natural wash. This wash flows to the Stone Canyon 4 east boundary line at concentration point 2. A 100-year discharge of 157.2 cfs, from sub -basins 2.3E, 2.5 and 2, will exit the site through the natural wash southeast of lot 291 at concentration point 2. Offsite stormwater will enter the post -develop Stone Canyon 4 site at concentration points 1A, 1 B, 1 F and 19, as described in the Stone Canyon 7 drainage report (Reference 5). Tortilla Mountain Circle, and the attending drainage facilities, was designed with the Stone Canyon 7 improvement plans but the roadway will be built in conjunction with Stone Canyon 43he basins, defined by these four concentration points, are sub -basins of the onsite concentration point 3 watershed that extends upstream into Stone Canyon 7. At concentration point's 1A and 113, Q,00,s of 9.1 cfs and 66.0 cfs respectively will flow beneath Tortolita Mountain Circle through proposed culverts consisting of one 24-inch SRP pipe (CP 1A) and two 36-inch SRP pipes (CP 1 B). These culverts will discharge the 100-year flows into a proposed riprap-stilling basin immediately upstream of concentration point 1 D. A combined 100- year flow of 73.6 cfs, at concentration point 1 D, will be conveyed beneath Driveway "B" through three 29 x 42-inch CMP Arch pipes and discharged into a natural wash flowing to the east. For this latest Drainage Concept, the offsite watersheds defined by concentration point's 1A, 1B and 1 F was the watershed previously defined by concentration point 3.3E in the July 20, 2000 report. The watershed now defined by concentration point 19 was previously defined by concentration point 3.1 E. 20 I ....« IN, �:Lf�(;. _ d►.AR ` I J '� , \ r`i Y //� .'/ i /.i•--- a+ 3163.4 Q flSi/1�"' 1 �l�\; �-; - ir• C� 1/-i' /� a1e4j't \; i \ .`� as '0 l615-mil A5:4 1 VVV/ `��'4`� t7\ !1: � "� `'```� /r! lx3159.4 v ` 1✓ �3 . / � � 1312�3 _ � � , r1..:1'. `�2 \�� � s�� t -� (FAY - ✓_�.�.�,i 7 -- ' �(/� ( � ---- "•'-' lr' \��+i`�\�'� .. y'X �316.7 � ��',tta`-� ,�./��•--�� �11� (� `'`' {, s Iry �,, 1311 �� ` •r\ �. � 7 \✓47: �/, mil'.' \ _:`� � `I � 1\ i 3158.462b } /� / \ x � 3143.4 •{ss x �1 � `1aa7 �r`'4 1,0.� ` ,l� �M%r� �-1.34.2 x 315L5 31595 32511 1 { x 31, �Qk y / ' / f '• � �. 3151.4 �i J` 3140.3 x 3148b } 7 V fi ..,,�`L' �i/f�.-,,1.•� (I 3150.3� + t 1 1 � �7 ,150 ) ! �^ `� �. x ♦w{ /1� '`,.pJ / /// �• �31 .'2 / �� x3147.1 `�� • x ,� 31433, / \aWC'�• /r x31 .5�„/ \ 335. rJ��l 3148.8 31H x 16b \�3X4 �, / . x3t46•B 11/ �., , ll� 2,•L. E� 5..� �7'�1� J� .r 31,161 �•�_ 31'45.7 / 3x46S x31 7d \ 6.9 147.6 •-.I 1y 3` /i•'��' ��v� }�,,�2��� % �j�/ WW �, 147.5 ' 2. 6 w 113.9 -n,36 .. 7.. `�, 1�.'•._. / 145.6 .•. /IN��'�"� �3 C�" "'Y �` t'�• ,.l \ f /rf•� �./ SS�L9 x 31i6.6:� _��r fq. \.� , // /��'Xr� \..:`�" \\. .y •'\y\ �`Jr�/�� ` 160•,.i .: 31/6.7 �✓ J +� /^' • x /1J / nn r✓ �\ ! (� I�r) j \i.d �l `�~ 1 - - .i / ��•' i ( y!! 3114.7 1422 x ( +J 3� 146'6 \�� \\ � I 7019 t r _ ! / 31K8.s` YYY"'\\\ ��`'•`\\ 1��� \ �:�- J x _ �^ 3f1/sLa�' At ��•� 1{ 1 1 . 1 x 3144' �. 1J 3152.44 x 31485 1 �. 1 I C'. 3141.5 1 °A1\ /�� Isw \\0.7 �' �L 0.5%�\ -✓ (� \ 3i43b 1 �`314i 2B J /�'!!•,/�C \ �.."-/t��;L{ 1+ I �l�9�: r / \\✓ X �t( /�'�'� V� x �! 7 I{3133}� 31482 �> l�*�.•�J € fl { \ 31509�r� ®'� � l��)`;l Hl�S:6� , 9.5 x/_%� 1`� / ^ i/ t %�,��� / �✓ ✓.�. / e„ ti T�/JI � 3 � \� � �(3�1415� ��1".ic' 7or 31483 4 i b( 3147. x3 _ , � ■ 2.5 � !�{;3,r, r f j/ r� �, , �-:_� � ,1;�...�`�'`•� t;.1 I/tom i1;' � `f (3147.9 44A ((``�\ ~' __..% l.' 313& 1 `\��_r--+� 4 x '+..\\ p ,� ,{ �' ✓; ,`j '�••\�1 'l 31i5.3"'���\ \•`,� 3139.9 x C r f !m 1 ✓+ r r^� 1 31 2•, `3143.3 ��••11 i �• �! � •. �j 7f�' ;�9a4i. , r�� \ 146.7 '�\ V 138.8 \ \J1)f IK'�_ ,._. ;i� � r + ,, �+ \. •. -. �� � 'ter 2 9-�^ 1 i r 1 � "�. � � , , (t' a s �...�'�.. .` �, �� � �1 11 �� � �i`31ic � ,��1 l , ,-.31�s.e I�•1 lx �,�'i�y 7 � J'-� i r�:%j ``"-'`^!�• � -. a\ �_ erf \.\ ..n j`�..,: .. ... � r ``� ,r l• � f rn�Y�Yhll :1 � \ � -. _- `i`� ��x ,i.t 1 r..d: '. %! � �� r .0 � `�... Channel 2A Worksheet for Trapezoidal Channel Project Description Project File h:11850501sc41fpxsecs.fm2 Worksheet Channel2A Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.035 Channel Slope 0.016000 ft/ft Left Side Slope 3.00 H : V Right Side Slope 3.00 H : V Bottom Width 6.00 ft Discharge 59.40 TI /s 'E -- 0,100 Results Depth 1.24 ft Flow Area 12.11 ftZ Wetted Perimeter 13.87 ft Top Width 13.46 f: Critical Depth 1.18 ft Critical Slope 0.019494 ft/ft Velocity 4.91 ft/s Velocity Head 0.37 ft Specific Energy 1.62 ft Froude Number 0.91 Flow is subcritical. �t C�i' AL Mar 2, 2005 None FlowMaster v4.1c 14:06:37 Haestad Methods, Inc. 37 Brookside Road Waterbu CT 06708 ry, (203) 755-1666 Page 1 of 1 Channel2A Cross Section for Trapezoidal Channel Project Description Project File h:11850501sc41fpxsecs.fm2 Worksheet Channel2A Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coefficient 0.035 Channel Slope 0.016000 ft/ft Depth 1.24 ft Left Side Slope 3.00 H : V Right Side Slope 3.00 H : V Bottom Width 6.00 ft Discharge 59.40 ft'/s 1.24 ft 1 6.00 ft V L H 1 NTS Mar 2, 2005 14:06:41 None FlowMaster v4.1c Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 TRAPEZOIDAL CHANNEL ANALYSIS NORMAL DEPTH COMPUTATION June 12, 2005 PROGRAM INPUT DATA: DESCRIPTION --VALU Flow Rate (cubic feet per second). ......... .... 59.4 Channel Bottom Slope (feet per foot) ................ 0.0201 Manning's Roughness Coefficient (n-value)............... 0.035( Channel Side Slope - Left Side (horizontal/vertical).... 3.00 Channel Side Slope - Right Side (horizontal/vertical)... 3.00 Channel Bottom Width (feet) ............................. 6.0 PROGRAM RESULTS: 'DESCRIPTION --------- ----------------- VALUE Normal Depth (feet)............ Flow Velocity (feet per second) .......................------1.17-- 5.31 Froude Number (Flow is Super -Critical) .................. 1.011 Velocity Head (feet) .............. 1.44 .,......... Energy Head (feet) ...................................... 1.44 Cross -Sectional Area of Fiow (square.feet) .............. 11.18. Top Width of Flow (feet) ................................ 13.05 TRAPEZOIDAL CHANNEL'ANALYSIS COMPUTER. PROGRAM, Version 1.1 (c) 1986. Dodson & Associates, Inc., 7015 W. Tidwell, 4107, Houston, TX 77092 (713) 895-8322. A manual with equations & flow chart is available. �� T's Channel 2B Worksheet for Trapezoidal Channel Project Description Project File h:\1850501sc4\fpxsecs.fm2 Worksheet Channel2B Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Input Data Mannings Coefficient 0.035 Channel Slope 0.016000 ft/ft Left Side Slope 2.00 H : V Right Side Slope 2.00 H : V Bottom Width 6.00 ft '- ` `r Discharge 83.70 fP/s l I o Results Death 1.58 ft Flow Area 14.53 ft2 Wetted Perimeter 13.09 ft Top Width 12.34 ft Critical Depth 1.53 ft Critical Slope 0.018450 ft/ft Velocity 5.76 ft/s Velocity Head 0.52 ft Specific Energy 2.10 ft Froude Number 0.94 monk, Flow is subcritical. Mar 2, 2005 None FlowMaster v4.1 c kv14:08:54 Haestad Methods, Inc, 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 Page 1 of 1 Channel2B Cross Section for Trapezoidal Channel Project Description Project File h:\1850501sc41fpxsecs.fm2 Worksheet Channel2B Flow Element Trapezoidal Channel Method Manning's Formula Solve For Channel Depth Section Data Mannings Coefficient 0.035 Channel Slope 0.016000 ft/ft Depth 1.58 ft Left Side Slope 2.00 H : V Right Side Slope 2.00 H : V Bottom Width 6.00 ft Discharge 83.70 ft'/s 6.00 ft Mar 2, 2005 None 14:09:00 Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 05708 (203) 755-1666 1.58 ft 1 VD H1 NTS FlowMaster v4.1 c Page 1 of 1 TRAPEZOIDAL CHANNEL ANALYSIS NORMAL, DEPTH COMPUTATION June 10, 2005 PROGRAM INPUT DATA: DESCRIPTION ------------------------- Flow Rate (cubic feet per second) ------------ VALt Channel Bottom Slope (feet per foot) •" " " " ' 'Manning's Roughness 83 7-- Coefficient " •" " " ' Channel Side Slope A (n-value)............. Left 0.016 Side (horizontal/vertical).. Channel Side Slope P - Right Side 0.035 3.00 .(horizontal/vertical)... Channel Bottom Width (feet)........... 3.00 .................. 6.0 PROGRAM RESULTS: DESCRIPTION Normal Depth (feet) ---------------------------- ----------------VALUE Flow Velocity (feet per second) " " " " '•• Froude 1.48 Number (Flow is Sub -Critical). • " " " " Velocity Head (feet) " " " ' - 5.40 .. • • • . Energy Head (feet) ..:..................... ........ 0.932 0.45 Cross -Sectional Area of Flow (s• " " " " " '• •• Top Width .feet) ............. 1.94 of Flow (feet)•quare ..... 15.51 14.90 ,. TRAPEZOIDAL__________________________________________________ CHANNEL ANALYSIS COMPUTER PROGRAM, Version 1.1 Dodson & Associates, Inc., 7015 (c) 1986 W. Tidwell (713) 895-8322. A manual with equations & flow1cOhartoistonavailable092 N T5 0 271.40' 1 3 Ph Bi CE99 ' ,,!L7 Ro �°� mac•, CE99- O ,' 1j.' vmm 1.11 mee �O` y. j CE91� CEIO]-IiyCCtl A�` AgM1� /�9s LEIOi /O 14900—N. • .'�. O p] ./Ehry 'FJ � IP 1N CE69 19].Sa•i� r : 2BB CE9F—� SLig". 1� IJ9.fl' f,0 p� J e),ease9n. tg./ )R.285 1.61 mee Pe 565' n IjIc i�' l'J Ua\s (» 1n i1 / / -et�� a)�9 /[face yf�e' cauuon Access Dale[ �- CE74 Q�Cn yLCCnICCaS ie Pueuc uilu)r e �1g -CEg1 g PIVA IE SEMER ESNt� 510 2�39'I TO �, F17. - Im �. 1�10 SEMIS KAID CIA- �_�•_.__ „i ?�, 152 �. 284 2 )1)ie wn. I�W mef J � AND A83 w.lt.�RSA�aryGiE Z.D/ Ba 6NISPL�iO 1 528 YA• . ( (' eQ 288 ^ ei.Of mef 282 1 5 0 9 mr S 60,289 p, °o/ 2Nn W , 1 49 7 /� igj ti Ta BE[j�SA�{yk�"� ANo 1 51 4 EXANTED t— \✓BY THIS PEAT I-,FQ $ 281 011 14800—N, i'ei'«w" 1 48 i� cg TORTO CIA- EE \ °\ N9oroo'coE EEn 29e.59' ..CC,Sl USt CESry�// ,Dal l� � _ 36�•gAum ACCCSIT DRIVE ` 290 ' e 1. T>_ �C4?9 617 �5i �`T Y9 ,�b5`t �� PUBLICUIIL_ccc .B fS.l> CEAB Cf"1f.('SS / / PRIVATE SEeER ESui. L 1 50, o 1506 * IS. �I �o2'PRV R 9AT.. t� �. - BY THIS PEAT E%CEUSI K CASEMENT ii . / 20•Q ,1.10 maR. NBS'3D 3 E �d L%9 / �y ___• t _ ff dreg. ,. 291 O r / ILB i B •• ® 0' 60' 120' 180'. ^ Sdd SHUT 6 / L. BOOKAQ—_PAGE1 — 14900—N. 38,& 14800—N. Ice 119 t � Z2 u e,e ZS ` ea PAA FINAL PLAT STONE CANYON IV 1 RANCHO VISTOSO NEIGHBORHOOD 11 LOTS 296 THROUGH 340 AND COMMON AREAS A AND B BEING A PORTION OF SECTION 14, T.I I S., R.IS [., C.dS.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA WLBf 185050-A31N-0106 OCTOBER. 2001 SCALE: I• = 60,- OV12-00-I3 SHEET 5 OF 10 k. Rl i is 4 A,1 W�tll «d .rr'' a*sa` "o- I'f I} x. C �.� - �' •� S`i'�i}'�, fdt'� ''Y�'-: no TA is �;, � {d k.• �>��1 t k' ��� a � � �I - �rl". � v '#4$,# �' -� �'t�,•�, +.la Y�'z,, i l + r� py ( {j � �� �St'4. 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EXISTING ZONING: RANCHO MSTOSO P.A.D. - VERY LOW DENSITY RESIDENTIAL THE PROPOSED DENSITY IS 0.51 RAC. 3. TOTAL NUMBER OF RESIDENTIAL LOTS IS 65. MINIMUM LOT SIZE: 43 560 S.F. AVERAGE LOT SIZE: 67,309 S.F. 4. BASIS OF BEARINGS: IS THE EA;T LINE OF THE SE 1/4 OF SECTION 14, T.11 S., R.13 E, SAID BEARING BEING N 00 01'13 E. 5. BASIS OF ELEVATION: A.D.O.T. DATUM BENCH MARK; BRASS CAP SURVEY MONUMENT BEING THE CENTERLINE OF INTERSECTION OF RANCHO MSTOSO BLVD. AND VISTOSO HIGHLANDS DRIVE. ELEVATION - 2951.36 FEET. 6. DEVELOPER WILL COVENANT TO HOLD TOWN OF ORO VALLEY, ITS SUCCESSORS AND ASSIGNS, HARMLESS IN THE EVENT OF FLOODING. 7. DRAINAGE WILL NOT BE ALTERED, DISTURBED OR OBSTRUCTED WITHOUT THE APPROVAL OF THE ORO VALLEY TOWN COUNCIL. 8. DRAINAGEWAYS AND/OR DRAINAGE SYSTEMS TO BE CONSTRUCTED ACCORDING TO APPROVED PLANS PRIOR TO THE ISSUANCE OF ANY BUILDING PERMITS FROM THE TOWN ENGINEER AND/OR BUILDING OFFICIAL FOR LOTS AFFECTED. 9. A HOMEOWNERS ASSOCIATION WILL BE FORMED TO ACCEPT RESPONSIBILITY FOR MAINTENANCE CONTROL, SAFETY AND LIABILITY OF COMMON AREA A - OPEN SPACE, COMMON AREA 8 - PRIVATE STREETS, PRIVATE DRIVES AND PRIVATE SEWERS. 10. APPROVED IMPROVEMENT PLANS WILL BE REQUIRED PRIOR TO FINAL PLAT APPROVAL. 11. MAXIMUM PERMITTED BUILDING HEIGHT IS 30', TWO (2) STORIES. 12. BUILDING SETBACK PROVISIONS: FRONT 30 FEET SIDE 20 FEET REAR 40 FEET 13. ALL WEATHER ACCESS WILL BE PROVIDED TO ALL LOTS WITHIN THIS SUBDIVISION. 14. ALL STREETS ARE PRIVATE. MILES OF PRIVATE STREETS - 2.50 MILES. 15. ANY UTILITIES THAT WILL BE RELOCATED OR EXTENDED AS A RESULT OF THIS DEVELOPMENT WILL BE RELOCATED OR EXTENDED AT NO EXPENSE TO THE TOWN OF ORO VALLEY OR PIMA COUNTY. 16. THIS DEVELOPMENT WALL BE SERVED BY ORO VALLEY WATER. UTILITY WHICH HAS BEEN DESIGNATED AS HAVNG AN ASSURED 100-YEAR WATER SUPPLY BY THE DIRECTOR OF WATER RESOURCES. 17. THE OWNER COVENANTS THAT THE AREAS WITHIN THE 1DO-YEAR FLOODPRONE LINES REPRESENT N AREA WHICH IS SUBJECT TO FLOODING FROM A 100-YEAR FREQUENCY FLOOD AND ALL LAND IN THIS FLOODPRONE AREA SHALL BE RESTRICTED TO USES THAT ARE COMPATIBLE WITH FLOOD PLAIN MANAGEMENT AS APPROVED BY THE TOWN ENGINEER. 18. STORM WATER DISPOSAL SHALL BE OVERLAND AND SHALL MAINTAIN EXISTING DRAINAGE PATTERNS. 19, UTILITIES WILL BE LOCATED UNDERGROUND IN CONFORMANCE WITH ARIZONA CORPORATION COMMISSION AMENDED GENERAL ORDER U-48. 20. A DRAINAGE REPORT HAS BEEN PREPARED AND SUBMITTED TO THE TOWN OF ORO VALLEY UNDER SEPARATE COVER. 21. 6' STRIP ELECTRIC AND TELEPHONE EASEMENTS SHALL BE PROVIDED AS REQUIRED BY THE UTILITY COMPANIES. 22. THE SOILS ENGINEER OF RECORD OR OTHER REGISTERED PROFESSIONAL CIVIL ENGINEER WITH EXPERTISE 23. 24. THE PROFESSIONAL ENGINEER OF TO ORO 25. ARIZONA GAME AND FISH DEPARTMENTS GUIDELINES FOR HANDLING DESERT TORTOISE SPECIMENS SHALL BE FOLLOWED IF THESE ANIMALS ARE ENCOUNTERED DURING DEVELOPMENT. 26. FARKING PROVISIONS: GARAGE - 2 A.-130 DRIVEWAY - 2 EA.-130 LOTS - TO AL SPA PROVIDED: 260. 27. ALL HOMES IN THIS DEVELOPMENT (OV12-00-15) SHALL HAVE SPRINKLERS INSTALLED, IN ACCORDANCE WITH THE AGREEMENT WITH GOLDER RANCH FIRE DEPARTMENT. 28. GRADING ON ALL LOTS SHALL BE LIMITED TO 20.000 SO. FT. FOR HOUSE PADS AND ACCESSORY USES. 29. ONLYY THAT VEGETATION SHALL BE REMOVED WHICH IS NECESSARY FOR BUILDING PADS AND ACCESSORY BARREL ROADS AND 70 BERREMOVED SHALL BE BELTTRRANSPLAANTTED FOMESQUITE ON USIET� IILANNDSCAPING GUARDS AND 30. INDIVIDUAL GRADING PERMITS MUST BE__ OBTAINED PRIOR TO THE DEVELOPMENT OF EACH LOT. THE APPU 33. THE FLOODPLAIN USE PERMT SHALL BE REQUIRED FOR BANK PROTECTION INSTALLATION AND ANY DRAINAGE STRUCTURE WITHIN lOQ-YEAR FLOODPLAIN. RS Sp 34, 1. JEE KEEP��E,aa,A�LLL REOOUpIRE�D ILANDSCEAPEDRAkrAS MAINTAINED IIN AA WEEDD FRE ,QTRASH FREE CIATION CONDITIONREES TO 0 RPPWOR, ANYING %AD PLANT MATERIALS WITHIN 90 DAYS, AND 3.) MAINTAIN THE IRRIGATION SYSTEM IN 35. LOTS 288-291, 303--u305, 313, 336, 339 & 340 ARE AFFECTED BY 100-YEAR FLOOD PLAIN AND WILL NEED FLOOD PLAIN USE PERMIT. FLOOD PLAIN USE PERMIT WILL BE REQUIRED PRIOR TO ISSUANCE OF BUILDING PERMIT. 36. ALL CONSERVATION EASEMENT AREAS SHALL BE FENCED OFF AND PROTECTED FROM DISTURBANCE DURING CONSTRUCTION. 31. NO FURTHER SUBDIVISION OF ANY LOT OR PARCEL WILL BE DONE WITHOUT THE WRITTEN APPROVAL OF THE ORO VALLEY TOWN COUNCIL 32. ACCEPTA((N E OF THE PLANS DOES NOT CONSTITUTE OR IMPLY ACCEPTANCE OF THE (F(OLL)OWING: WHOSE Pits ARYAPURPO�NG �E IS TO FUNCTIER SdN2ASN ETENTIFORCED ON� lEN1NON STRUCRETE CTURE. RSESPARATE PLAN EMBANKMENT(S) MBA K M AND NT(S) PERMIT(5)) ARE REQUIRED, ALL IN ACCORDANCE WITH THE APPLICABLE CODES OF THE TOWN OF ORO VALLEYY. (SEE SHEET 2 FOR CONTINUATION OF GENERAL NOTES) APPROVALS I Wa)4-gr P_ tGa,%%v�G CLERK OF THE TOWN OF ORO VALLEY, HEREBY CERTIFY THAT THIS PLAT WAS APPROVED BY THE MAYOR AND COUNCIL OF THE TOWN OF ORO VALLEY ON THE Lit" DAY OF �w,arT 20-t&- CL R , TO 0 RO VALLEY DATE o>S Fsb o PI A UN N OF WASTEWATER ATE MENT OF 0 VALLEY DATE TOWN INE R ON IS OR ATE WATERi y / ' DATE ASSURANCES ASSURANCE .F THE FORM CT A BOND FROM F;.A.7rN .,1...cl�enWe /A1tOI HAVE BEEN PROVIDED T 1111LI 1MPR� O , UDING MONUMENTS, AND UTILITY IMPROVEMENTS (ELECTRIC, TELEPHONE, GAS, SEWER, AND WATER) IN THIS SUBDIVISION. BY: MAYOR TOWN OF ORO VAS P �� ASSURANCES IN THE FORM OF A BOND FROM IN THE AMOUNT OF S _ HAVE BEEN PROVIDED TO GUARANTEE THAT LANDSCAPING AND IRRIGATION WILL BE INSTALLED IN ACCORDANCE WITH THE APPROVED LANDSCAPE PLANS, ASSURANCES IN THE FORM OF A BOND FROM IN THE AMOUNT OF S HAVE BEEN PROVIDED TO GUARANTEE THE RESTORATION ION IN THE EVENT THE PROJECT IS ABANDONED. RATER ADEQUACY A CERTIF'CATION OF ASSURED WATER SUPPLY HAS BEEN ECEIVED FRO THE DIRECTOR OF WATER RESOURCES. BY: , '& /o c WATER UTILITY DIRECTOR DATE: Maps not picked up 11146 data rlll be recycled. WIRT tt •� 1 �' , �` L 1, �� � .��.a�► LOCATION MAP A PORTION of sEcna7 u, T-11-S, R-13-E, G. & S. R. M. TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA E9 DEDICATION 3• -1 MILE WE, THE UNDERSIGNED, HEREBY WARRANT THAT WE ARE ALL AND THE ONLY PARTIES HAVING ANY RECORD TITLE INTEREST IN THE LAND SHOWN ON THIS PLAT AND WE CONSENT TO THE SUBDIVISION OF SAID LAND IN THE MANNER SHOWN HEREON. WE, THE UNDERSIGNED, OUR SUCCESSORS AND ASSIGNS, DO HEREBY SAVE THE TOWN OF ORO VALLEY, ITS SUCCESSORS AND ASSIGNS, THEIR EMPLOYEES, OFFICERS, AND AGENTS HARMLESS FROM ANY AND ALL CLAIMS FOR DAMAGES RELATED TO THE USE OF SAID LANDS NOW AND IN THE FUTURE BY REASON OF FLOODING, FLOWAGE, EROSION, OR DAMAGE CAUSED BY WATER, WHETHER SURFACE, FLOOD OR RAINFALL. IT IS FURTHER UNDERSTOOD AND AGREED THAT NATURAL DRAINAGE SHALL NOT BE ALTERED, DISTURBED OR OBSTRUCTED OTHER THAN AS SHOWN HEREON WITHOUT THE WRITTEN APPROVAL OF THE TOWN OF ORO VALLEY TOWN COUNCIL. WE HEREBY CONVEY TO THE TOWN OF ORO VALLEY AND ALL UTILITY COMPANIES, EASEMENTS AS SHOWN HEREON FOR THE PURPOSE OF INSTALLATION AND MAINTENANCE OF UTILITIES AND OTHER USES AS DESIGNATED BY THIS PLAT. WE HEREBY DEDICATE TO TUCSON ELECTRIC POWER COMPANY AN EXCLUSIVE 15' WIDE EASEMENT FOR AN UNDERGROUND ELECTRIC DISTRIBUTION SYSTEM THROUGH THE ENTIRE LENGTH OF TORTOLITA MOUNTAIN CIRCLE. COMMON AREAS A AND B, COMMON ACCESS DRIVES, PRIVATE SEWER, CART PATH, DRAINAGE AND SLOPE EASEMENTS AS SHOWN HEREON, ARE RESERVED FOR THE PRIVATE USE AND CONVENIENCE OF ALL OWNERS OF PROPERTY WITHIN THIS SUBDIVISION, THEIR GUESTS AND INVITEES. COMMON AREA 'B' IS GRANTED AS AN EASEMENT TO ALL PUBLIC AND PRIVATE UTILITY COMPANIES FOR THE PURPOSES OF ACCESS, INSTALLATION AND MAINTENANCE OF UNDERGROUND UTILITIES. NO NEW OVERHEAD LINES SHALL BE USED. TITLE TO THE LAND OF ALL COMMON AREAS SHALL BE VESTED AND RESTRICTIONS RECORDED IN DOCKET PIMA COUNTY RECORDER. EACH AND EVER L( MEMBER OF THE ASSOCIATION, WHICH WILL ACC SAFETY AND LIABILITY OF ALL COMMON AREA$, EASEMENTS, AND PRIVATE SEWERS WITHIN THS FIRST WERIQAN TITLE INSURANCE COMPANY, A CALIFORNIA CORPORATION, UNDER TRUST NO. 9055 ONLY, 00 p OT A RPO ATE CAPACITY. ANNOTATED BY: Z-1-� COPY BEN CZAR : STONE CANYON, L.L.C. TOWN OF ORO VALLEY 1211 W. WARNER RD. #109 TEMPE, ARIZONA 85284 PROJ#:OV 1 200- 1 5 STATE OF ARIZONA) ZONE:SEE NOTE #2 )SS Adm. Address: COUNTY OF PIMA ) 1334 W. TORTOLITA MOUNTAIN CI CERTIFICATION THE FOREGO! G IN TRUMENT WAS ACKNOWLEDGEO BEFORE ME THIS DATE - I -01P BY KLAC I HEREBY CERTIFY THAT THE BOUNDARY SURVEY SHOWN ON THIS PLAT WAS OFFICER OF FIRST AMERICAN TITLE INSURANCE COMPANY, A CALIFORNIA toRPORATION, PERFORMED UNDER MY DIRECTION AND THAT ALL EXISTING AND/OR PROPOSED ON HALF OF TOE ORPORATIONT % 7-)eMStit OA, IkX SURVEY MONUMENTS AND MARKERS SHOWN ARE COR CTLY DESCRIBED. I FURTHER CERTIFY THAT THIS PLAT WASP NDER MY DIRECTION. MY COMMISSION EXPIRES: DUCKW' AN FINAL PLAT JACK A. SUCHANAN,R.L.. 1 OD1" ; STONE CANYON IV NCHO VISTOSO NEIGHBORHOOD f f I FURTHER CERTIFY THAT THIS PLAT WAS PREPARED UNDER MY DIRECTION AND LOTS 276 rIHROUGH 340 THAT THE ODATU DERMCONTAINING �IRINGTION D-YEAR FLOOD PRONE LIMITS WEREREVIEWED ANDSHOWNAND COMMON A4"S A AND B BEING A PORTION OF SECTION 14, T.II S., R:13 E. G.&S.R.M., c ow TOWN OF ORO VALLEY, PIMA COUNTY, ARIZbNA WIWAM CLAUDE WALKER, ., NO. 1106' REVISED 12 08105 WLB# 1P5050-A31H-0106 OV12-00-15 REVISED 3115105 OCTOBER, 2001 SHEET 1 OF 10 S89152'Aa`W _ .. SBOW24'W 12 _ - 5 OR -�-2 11 -- -- -----v�\-- -- ----2630.53'-- - - -- ;3 11 _ 1 FND,t -CAP Ftro. VP § SECnoN COR. ;LEGEND GENIIRAL NOTES (CONT. FNO.GLO BRASS CAP 37. 6E REOCOR�EDOODPWNSA� �S ANQ�PE•3PAI�MIT$ OR MMICHEVER IS GREATER SHALL vl CL(X) INDICATES CENTERLINE LINE NUMBER CONSER u+ n+E r+�Li CC(XX) INDICATES CENTERLINE CURVE NUMBER 15�yAnp�� �Ag�p�7� g�A� gg p��gD TME �� pL�� AND TM AAppp�S q{ (XX� INDICATES LOT LINE NUMBER w11HIN 7HE SUBDINSION FOR1-110ILD AREAS ANY POSED CHANOEUR BTMENISTNE OT "II C(XX) INDICATES LOT CURVE NUMBER CONSERVATION EASEMENTS INVC NO AREAS THAT ARE NOT DEEMED SIGNIFICANT BY TTHHEE pLANNINO AND r --- ---- ----� ( ) INDICATES CONSERVATION EASEMENT LINE NUMBER ZONING ADMINISTRATOR MAY BE ACCOMPLISHED ADMINISTRATIVELY; OTHERWISE THEY SHALL BE RENEWED 1 NBB'43'06'W I RIPARIAN AND 100 YEAR .FLOOD PLAN LIMITS ARE SS BY THE TOWN COUNCIL SHEET aS' 271.bW I I ALL INCLUSIVE WITHIN THE CONSERVATION S 39. IF DRAINAGE ACCESS -EASEMENTS ARE NOT PROVIDED, THEN THE MAINTENANCE OF DRAINAGE EASEMENTS EASEMENT AS DEPICTED HEREON EASEMENTS SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. THE RECOMMENDED MAINTENANCE I 1"� D(XX) INDICATES DRAINAGE E#SEMENT LINE NUMBER = Q>7 AEL XX INDICATES ACCESS EASEMENT LINE NUMBER Cj SCHEDULE FOR ORAINAGE STRUCTURES SHALL BE INCLUDED IN THE PROJECT COWS OR OTHER SIMILAR •w'( `�,$'� A C XX; INDICATE$ ACCE ENT uRy� NUMBER � DOCUMENT•I� F((EEX INDICATES 100 YfiARFLODD LIMT 31NE NUMBER, fay '40. ALL BUYERS OF LOTS WITH OONSERVATION EASEMENTS SHALL BE INFORMED OF SUCH EASEMENTS. BUYERS I B(X INDICATES BOUNDARY LINES S� j WILL SIGN A FORM, PROVIDED AND MAINTAINED BY THE DEVELOPER, ACKNOWLEDGING RECEIPT OF THIS BC�CC(XX) INDICATES BOUNDARY CURVE J INFORMA710N.{, (j jp tt 286 I --------- CONSERVATION EASEMENT LINE �NALLO �CCO��NSppTR��UCTIO'N�j CLEARING OF VEGETATION ADDITION �OF�yV�EGETAATION GROUND DI N CpEE,MOR sm `om mi 285 �""�"" SUBDIVISION BOUNDARY PUMA � TME IS A�I 1�ANCE OF FIATM NTIES NOT TRESSL �ALLOWEp RESO%V11�RE , , �t�^n3� I S�pgS1�w LOTH OF WAY LINE �3 ppNN u N g�W�� �p�yAOp� ��y n - PROVAL OF THE HOMED ERS ATION AND TFIE 1�YM.�..�pd39 T_ _ —58510 �� 28+i / - - CENTER LINE ez zr — 1 SHEET 14 I — — — EASEMENT LINE 283 SECTION LINE 7 / � 15' TEP EXCLUSIVE EASEMENT — —) — 2 '6 277 1i+ I 282 / 288 Q • FOUND SURVEY MONUMENT AS NOTED (IRON PIN BRASS SHEET 3 ep9 1 2$0 I I CAP. ETC.) q0 �•� .- - BT2 P.U.E. PUBLIC UTILITY EASEMENT ,A0,j P3!:0 ' b� �y, 289 N.A.E. NO ACCESS EASEMENT ; v�04•SI¢45• cf>304 '•�"%8 I'2$1 1/4 I (R) INDICATES A RADIAL LINE TO A CURVE. 313 30$ I FND.OLO BRASS CAP COR INDICATES 1/2• IRON PIN TAGGED BY �itN ) 292 ® INDICATES BRASS CAPPED SURVEY 290 1 AN R.L.S. �D ° — — — _ _MONUMENT STAMPED BY A V,� R�54 46• �?1¢ N r! 3©s LAND SURVEYOR TO BE SET UPON REGISTERED 1A COMPLETION OF CONSTRUCTION OF THE j A, D 4 400 �i11 3©6 279 ✓. 293 �r91 ( �,`P.A.A.L. 310 307 302 301 `��' —I L----=y- SVT (SIGHT VISIBILITY EASEMENT) 1 • Gb 09 2 15 294 J1 DENOTES APPROXIMATE LOT ACCESS LOCATION; �pOPEN SPACE 300 �1�V7 DRIVEWAY LOCATION TO BE DETERMINED AT flb'OZAAa a / I' 901 30$ m STRONG ? 299 298 J I TIME OF PLOT PLAN REVIEW. 2� JI P TNT 'A' ® 10' x 10' ESMT TO TEP q sivs '' C.A. ,.A.. V►�9 C 70', 1�-cP , S�� J I �' 296 3s ® 10' x 10' ESMT TO TEP I *'t2 SHEET 6 N7a 25.' I m 15' x 15' ESMT TO TEP �Ao 16 GOLF COURSE ai' �o• •�, s693�5 A4 I OV12-0-01 Op a ® 10' X 10' JUNCTION CAB TO TEP e�� I GOLF COUINF-9E01XC DED) �65 RANCFIo r1NOX N 12 P �l �j 7a�' .,� 336 ��a TUCSON ELECTRIC POWER COMPANY S. ` p.78?O 619 a, 73446, I by 8 �$ 427.D0' g01 B 91i Y LINE — Ja 340 '337A'" REAR SOUCK ENVn.OPE C.. — SHEET 8 317 3f6 31 314 339 338 319 i}ib rW 331 333 I A G ENVELOPE 328 LxAnoN vAII1Es 330 332 J 320 I 324 I 329 I W FRONT pl 6 4 4 210 211 I 321 322 2 326 329 334 IYPICAL LOT DETAIL 12 325 sb9"°e+ NTs tt I C.A. ..A.. q 336 �• tit 9 213 I �_ 9yb•� k>•3y83 RN 214� � a LOT LiNC waww _SHEET 7 — I O IUIr A FOB SKEWED TEP EASEMENTS NIS FINAL PLAT. N f g$ CDR I STONE CANYON IV FND.OSECLo GRASS cAP I RANL`R6, VISTOSO NIsICHBORROOD 11 FN0.018�RA�SS I LOTS 276 THROUGH 340 N894849'E _ _ Z036 !i9'_ _ _ _ _ _ _ _ _ --N694818aE - 2633.52' - .. 14 13 AND D AND COMMON AREAS A - - - - - - � 23 BEINGA PORTION OF SECTION 14, T.I I S., R.13 r TOWN. OF ORO VALLEY. PIMA COUNTY, AR/ZbNA �"�" ' •�. 0' 200' 400' 600' FR OIfleN ba,l.d F: TwAn . Pheyiht to W.A. M .law Maly. Ca sa,a c E a. s.T,t OCTOBER, 2001 SCALE 1 s 200'WL91 185050�A-31H-0106 OV12-00-15 SHEET 2 OF 10 L ANNOTATED COPY 14900-N. F43� 3 Aq v 280 AAN b0 F47_F� w 27140' I CE99 1q k y 287 a�y 1.41 aces CE98 ��°/ CE106 / -D e CE97J CE102�kn 1 �r%VC/CE104 wai E95 CE 05 .,.,C \ CE93( 1 5 3 5 131 197.38' Fhb �S3 see CE91—S82'04'47"E I� sdy 67,ffWsq.ft. �� 139.41' CE69 x �F50J � s N�E70 x� 1.56 acres r-- IT 283 v9a 88,844 sq.ft. 2.04 acres / / 282 139,719 sq.ft. / 3.21 acres / / / G/ / / 1 497 / / / I o Qc�F71 286 s<. ��� 1 5 3 3 0° N 70,003 sq.ft, U 1.61 acres CE85G�� �o l �1W m '1m1 �Fj� GE'15„ CE7E80 U78' MM N ACCESS ORI I V CE74 n��CE7 CE810ENa - '� PU L C LITY k GE$4 RIVATE SEWER ESMT—� Im sr G C� rr TO BE DEDICATED Im BY THIS PLAC14 1525 53—_-- / 284 G1 //71,218 sq.ft. 4 1.63 acres / 6Sv i5 _- ---- /-"4 MP AND 1 51 7 a �h / / JG1 TpSE ANTED BY THIS PLAT ry 288 45,149 sq.ft. I. 1.04 acres 1 vj n' � f Ss�• "1 1 509 I so' a / i 30,o n a� �/ lry 288 / CE1-8 G 46,825 sq.ft. ^ / 51.p08 acres E1 / ?9J /G1 /0`L a �i�pRAEIMbEAPNOE AND 11� 1 1 4 5 L) TOSBE GRANTED IN ` p� v BY THIS PLAT` CE1 $ 281 �c6Sc�►' F% c\ \\\ ! \ \ 13 °6 $ CEf14 rr m 14800-N. z 122,230 sq.ft. 2.81 acres 1 481 'io G$� ,L�ZTg- L 11 NI000'00"E �`sCE116 294.59' ------ CE41 CES w / S��E 50 lPR1VP / \ 1 18' CE57� / ^)53.ST9FJq / CE a�e4 Q _ 45 CE51 �GF b aZcFx> _ C_E4g CE52 h V 0 !/ / �y 39 /y �5 CE55� 6�9 J` , i 36' M A CES R '' UBL C U LI k 18' 2 PRIVATE SEWER ESMT. ' '� 1 V4 290 �CE118 45,174 sq.ft 1 504 CE119 1.04 acres ry 48 C�1' S3 cE Eso `� a o 1$ I 'I J T BY THIS PLAT L-CE121 e as, 09 .ft. 3 30 "E I f 1/CE122 15 Ep 293 l0 acres NB - �CE123 1.1 EXCLUSIVE7EASEMENT r / 51.41 i? •00 G ��E124 7 o\ I S CE144 a, 279 .�b`�• �ci _ Jr 1 , p��. C�j43 291 �J 294 C6 ,�// // f OO / milli � saasxaaT s offl Iotl L.Yppw Na co wqq a0. 01 60' 20, 80' (520) 91ee AO711 r44 t, f—d-y 1-74" �yp ri coo' 14900-N. 3'35'19" E 86.43'� 2214 JACK A dICHYNN FINAL PLAT STONE CANYON IV RANCHO VISTOSO NEIGHBORHOOD f f LOTS 276 THROUGH 340 AND COMMON AREAS A AND B BEING A PORTION OF SECTION 14, T.11 S., R.13 E., G.&S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA W18,f 185050-A31N-0106 OCt'OBER, 2001 SCALE: i" = 50- OV12-00-15 SHEET 5 OF 10 Arizona Department of Transportation A. DOT Janice K. Brewer Governor John S. Halikowski Director Mr. Mick Mathieu, P.E. Mathieu Engineering Corp. 5960 E. 2na St. Tucson, AZ 85711 Intermodal Transportation Division 206 South Seventeenth Avenue Phoenix, Arizona 85007-3213 November 15, 2012 Re: SR 77 (Oracle Road) @ Rams Field Pass, MP 80.66 Traffic Impact Analysis for ENCANTADA at STEAM PUMP -October 2012 Dear Mr. Mathieu: Jennifer Toth State Engineer This letter constitutes approval of the October 2012 Traffic Impact Analysis (TIA) for Encantada at Steam Pump. In general, we concur with the findings and recommendations in the report. Access to the proposed development (a gated 288-unit apartment complex and a gourmet coffee house) will be provided by connecting a west leg to the existing Oracle Road/Rams Field Pass intersection and by an existing right-in/right-out access (Driveway 1) located approximately 1000 feet south of Rams Field Pass. We concur that the existing storage lengths for the northbound and southbound right -turn and left -turn lanes on Oracle Road at Rams Field Pass and the southbound right -turn lane on Oracle Road at Driveway 1 are acceptable. The geometrics of the west leg at Rams Field Pass will be determined during design. The August 2012 Traffic Signal Warrant Study for the Oracle Road/Rams Field Pass intersection indicates that the installation of a traffic signal should not be considered at this time. However, it should be noted that this intersection had previously been accepted as a potential traffic signal serving the overall Steam Pump Village development. During the Planned Area Development (PAD) and other planning -level studies, the intersection was considered an acceptable location for a traffic signal in terms of volume and spacing from other traffic signals. However, the recent changes in land use and removal of the internal circulation reduce the need for the signal as documented in the Traffic Signal Warrant Study. While the Warrant Study shows that the signal is not needed, the assumption is based on the location and operation of the gates. Traffic patterns could change if the operation of the gates (hours, location etc.) change. Therefore, as part of ADOT's permit. requirements for access from the development onto SR 77 (Oracle Road) at Rams Field Pass, the developer will need to update the Traffic Signal Warrant Study after full build -out of the development. If a signal becomes warranted at any point due to traffic volumes to/from the Encantada access, the developer will provide 100% funding for the signalization of the Oracle Road/Rams Field Pass intersection. ADOT's permit will include a binding requirement that all costs regarding signalization (when warranted and deemed necessary by ADOT) will have to be borne by the developer. Mr. Mick Mathieu, P.E. November 15, 2012 Page 2 The developer/owner will need to apply for a Highway Encroachment Permit prior to commencing work in ADOT right-of-way. Questions regarding the permit application should be directed to Ms. Sylvia Hanna, Tucson District Permit Supervisor. Ms Hanna can be reached at 520-388-4234. To assist in obtaining an access permit, ADOT Tucson District has developed "Plan Design Guidelines for Permittees". A copy of the guidelines can be obtained from the Tucson District Permits Office. All of the evaluation and planning for the development will need to be coordinated on a cooperative basis with the Town of Oro Valley to ensure that mutually acceptable ultimate conditions are met. We are looking forward to working with the Town of Oro Valley and the developer toward the satisfactory completion of the development. If you have any questions, please call meat (520) 388-4231. Sincerely, Scott Beck, P.E. Southern Regional Traffic Engineer Arizona Department of Transportation 1221 S. 2nd Ave. Tucson, AZ 85713 C: Mick Hont, P.E., Tucson Assistant District Engineer - Operations, ADOT Sylvia Hanna, Tucson District Permits Supervisor, ADOT Maria Deal, Southern Regional Traffic Engineering, ADOT Teresa Vasquez, HSL Properties Craig Civalier, P.E., Town Engineer, Town of Oro Valley Paul Keesler, P.E., Interim Director, Development & Infrastructure Services Department, Town of Oro Valley Development and Infrastructure Services November 20, 2012 Christopher Langham, P.E., CFM The WLB Group, Inc. 4444 E. Broadway Blvd Tucson, AZ 85711 RE: OV1212-19, Proposed Scrivener's Error Affecting Lots 288-290 within Final Plat for Stone Canyon IV, Bk. 61, pg. 19 Dear Mr. Langham, We have completed the review of the Scrivener's Error document requesting the change to the requirement of a Floodplain Use Permit for Lots 288-290 within Stone Canyon IV's Final Plan. General Comment 1. This proposed Scrivener's Error for the above stated lots has been denied due to the flows through the properties still being in excess of 50 cfs The local floodplain has been channelized, but this channelized flow will still require a structural access to the residential structures. Therefore, a Floodplain Use Permit will be required for the work in the channelized local floodplain for Lots 288 through 290. [Town of Oro Valley Drainage Criteria Manual: Chapter 17 — Floodplain Use Permit] You may contact Marvin Miller at (520)229-4823 if you have any questions. Sincerely, k«) Marvin Miller Engineering Design Reviewer Attachment: File e ng-scrive ne rs-e rror-O 1-20121120