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Home My WebLink AboutOV1700068APPROVALS I 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 DAY OF , 20 CLERK, TOWN OF ORO VALLEY DATE PIMA COUNTY REGIONAL WASTEWATER DATE RECLAMATION DEPARTMENT TOWN ENGINEER DATE PLANNING AND ZONING ADMINISTRATOR DATE WATER UTILITY DIRECTOR DATE ASSURANCES ASSURANCES IN THE FORM OF FROM AS RECORDED IN SEQUENCE NO. HAS BEEN PROVIDED TO GUARANTEE DRAINAGE AND STREET IMPROVEMENTS (INCLUDING MONUMENTS) AND UTILITY IMPROVEMENTS (ELECTRIC, TELEPHONE, GAS, SEWER, WATER) IN THE SUBDIVISION. BY: MAYOR - TOWN OF ORO VALLEY DATE ASSURANCES IN THE FORM OF FROM IN , THE AMOUNT OF HAVE BEEN PROVIDED TO GUARANTEE THE RESEEDING OF THIS SUBDIVISION IN THE EVENT THE PROJECT IS ABANDONED. WATER ADEQUACY THE TOWN OF ORO VALLEY HAS BEEN DESIGNATED BY THE ARIZONA DEPARTMENT WATER RESOURCES AS HAVING AN ASSURED WATER SUPPLY, PURSUANT TO ARS §45-576 AND HEREBY CERTIFIES IN WRITING TO SUPPLY WATER TO THIS SUBDIVISION. BY: WATER UTILITY DIRECTOR DATE RECORDING DATA STATE OF ARIZONA) FEE SS COUNTY OF PIMA ) No. THIS INSTRUMENT WAS FILED FOR RECORD AT THE REQUEST OF THE WLB GROUP, INC., ON THIS DAY OF , 20 AT M. IN SEQUENCE NO. THEREOF. F. ANN RODRIGUEZ, PIMA COUNTY RECORDER BY: DEPUTY FOR PIMA COUNTY RECORDER DATE CERTIFICATION I HEREBY CERTIFY THAT THE BOUNDARY SURVEY SHOWN ON THIS PLAT WAS PERFORMED UNDER MY DIRECTION AND THAT ALL EXISTING AND/OR PROPOSED SURVEY MONUMENTS AND MARKERS SHOWN ARE CORRECTLY DESCRIBED. I FURTHER CERTIFY THAT THIS PLAT WAS PREPARED UNDER MY DIRECTION. PETER D. COTE, RLS 44121 EXPIRES 3/31/2018 GENERAL NOTES SEE SHEET 2 FOR GENERAL NOTES. rW � Engineering Planning Surveying T eVVLandscape Architecture •Urban Design WLBOffices located in Tucson, Phoenix, Flagstaff, AZ. and Las Vegas, NV. 4444 East Broadway Group1w Tucson, Arizona (520) 881-7480 SHEET INDEX SHEET 1 COVER SHEET SHEETS 2-3 PLAN SHEETS SHEET 4 TABLES & DETAILS OWNER/DEVELOPER MATTAMY TUCSON, LLC 3561 E. SUNRISE DR., STE.#247 TUCSON, AZ 85718 (520) 297-6850 ATTN: JIMMY GAULIN JIMMY.GAULIN@MATTAMYHOMES.COM ENGINEER /SURVEYOR THE WLB GROUP 4444 E. BROADWAY BLVD. TUCSON, AZ 86711 (520) 881-7480 ATTN: PETER COTE PCOTE@WLBGROUP.COM DEDICATION FINAL PLAT VIEWPOINTS II AT VISTOSO TRAILS OVI 700068 r v 0 32 v 0 33 0 Q) 34 35 C.A. 'A' f ;: 31 30 29 28 C.A. 'A' I 36 27 t 41 37 Ln 42 26 - _ .-+ 0 38 � 43 �� 25 a NCB. r' N� o N �1 �. o r� _ 44 24 o 0 40 m 45 r- r z cn �. e C 01 SAwas NE G.A. A 23 E. ANCIENT IF 22 21 (PUBLIC STREET) ipUe�/ .� R=540.00' 2 3 4 5 6 SF 1 FjJ _.__,L18'00'10 S82'00'25"W 87.46' R=190.00' f ~ R=85.00 S87'24'17"W L=253.08' L=67.36' 110.28' 0=76'19'00" 45'24'27" o' E 9 10 C.A. 'A' N16'16'44" W _l 90.13' . I N29'52'55"W_.. 71.54' PROTECT 0 V ER VIEW N43'56'59"W 85.01' w w Ln Q J m m W U J CL 0 0 12 20 19 18 17 16 15 0' 100' 200' 300'� S 1 CORNER OFF SECTION 25 - - S89 50 40 W (BASIS OF BEARINGS) a 2635.73' 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 HEREBY CONVEY TO THE PUBLIC ALL RIGHTS -OF -WAY AS SHOWN HEREON INCLUDING ALL STREETS AND EASEMENTS. RIGHTS -OF -WAY AND EASEMENTS AS SHOWN HEREON ARE DEDICATED TO PUBLIC UTILITIES AND PIMA COUNTY FOR THE PURPOSE OF INSTALLATION AND MAINTENANCE OF PUBLIC SEWERS AND UTILITIES. 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. COMMON AREA "A" AND "B" AS SHOWN HEREON AND DRAINAGEWAYS, ARE RESERVED FOR THE PRIVATE USE AND CONVENIENCE OF ALL OWNERS OF PROPERTY WITHIN THIS SUBDIVISION, THEIR GUESTS AND INVITEES, AND (EXCEPT FOR DRAINAGEWAYS) ARE GRANTED AS EASEMENTS TO ALL PUBLIC AND PRIVATE UTILITY COMPANIES AND PIMA COUNTY FOR THE PURPOSE OF ACCESS, INSTALLATION AND MAINTENANCE OF UNDERGROUND UTILITIES. NO OVERHEAD LINES SHALL BE USED. TITLE TO THE LAND OF ALL COMMON AREAS SHALL BE VESTED IN AN ASSOCIATION OF INDIVIDUAL OWNERS AS ESTABLISHED BY COVENANTS, CONDITIONS AND RESTRICTIONS RECORDED IN SEQUENCE NO. 20171530004 IN THE OFFICE OF THE PIMA COUNTY RECORDER. EACH AND EVERY OWNER WITHIN THE SUBDIVISION SHALL BE A MEMBER OF THE ASSOCIATION, WHICH WILL ACCEPT ALL RESPONSIBILITY FOR THE CONTROL, MAINTENANCE, SAFETY AND LIABILITY OF ALL COMMON AREAS AND PRIVATE DRAINAGEWAYS WITHIN THIS SUBDIVISION AS SHOWN HEREON. 1 � • ,. - „..i>. f .tom NE CORNER OF SECTION 25 moo, cv i O Q) /z THIS PROJECT -ZT " '0 _'4401i iamll _,1_4 19 30 26 25 E25 30 35 36 36 31 LOCATION MAP E9 A PORTION OF SECTION 25 T11S, R13E, G. & S.R.M., 3"=1 MILE TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA LEGEND SUBDIVISION BOUNDARY — — RIGHT OF WAY PARCEL LINE — — — — — — — EASEMENT LINE SECTION LINE - - MATCH LINE ZONING BOUNDARY N.A.E. NO —ACCESS EASEMENT P.U.E. PUBLIC UTILITY EASEMENT ❑ BRASS DISK SURVEY MONUMENT TO BE SET BY AN RLS UPON COMPLETION OF ROAD CONSTRUCTION ■ FOUND MONUMENT 1 /2" REBAR W/ TAG TO BE SET BY AN RLS UPON COMPLETION OF IMPROVEMENTS • FOUND 1 /2" REBAR W/ TAG 12214 FND GLO BRASS CAP AT SECTION CORNER / QUARTER SECTION CORNER INDICATES SIDE FROM WITH DRIVEWAY WILL BE ACCESSED HDR MHDR MDR TOWN CENTER nc /orr NOTARY STATE OF ARIZONA) FEE )SS COUNTY OF PIMA ) No. ON THIS, THE DAY OF 2018, BEFORE ME, THE UNDERSIGNED PERSONALLY APPEARED, WHO ACKNOWLEDGED SELF TO BE OF BEING AUTHORIZED SO TO DO, EXECUTED THE FORGOING INSTRUMENT FOR THE PURPOSE THEREIN CONTAINED BY THEMSELVES AS OWNERS. MY COMMISSION EXPIRES: NOTARY PUBLIC TITLE SECURITY AGENCY, LLC A DELAWARE LIMITED LIABILITY DATE COMPANY AS TRUSTEE UNDER TRUST NO. 201527R. Ref#: OV1601747 OV1600602 OV1601094 P. A. D. ZONING MAP RANCHO VISTOSO 3"=1 MILE OV 1700068 FINAL PLAT VIEWPOINTS II AT VISTOSO TRAILS............... LOTS 1 THRU 45, AND COMMON AREAS "A" & "B" BEING A RESUBDI VI SI ON OF THE RETREATS AT VISTOSO, RECORDED IN BOOK 61, M&P, PAGE 85. A PORTION OF SECTION 25 TOWNSHIP 11 SOUTH, RANGE 13 EAST, G.&S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA OCTOBER, 2017 1" = 40' SHEET 1 OF 4 SE00 GENERAL NOTES 1. THE GROSS AREA OF THIS SUBDIVISION IS ±13.9613 ACRES. 2. TOTAL NUMBER OF LOTS IS 45, TOTAL AREA OF NEW LOTS IS f5.440 ACRES. 3. EXISTING ZONING: RANCHO VISTOSO PAD - TOWN CENTER AND OPEN SPACE. 4. COMMON AREA A: (DRAINAGE, LANDSCAPING, & UTILITIES) = t2.514 ACRES. COMMON AREA B: (OPEN SPACE) = t3.635 ACRES, 5. TOTAL MILES OF NEW PUBLIC STREETS IS 0.353 MILES. 6. TOTAL MILES OF PRIVATE STREETS IS 0.000 MILES. 7. TOTAL AREA OF NEW PUBLIC STREET IS 2.373 ACRES. 8. THE MAXIMUM LOT SIZE FOR THIS DEVELOPMENT IS 6,768 S.F. 9. THE MINIMUM LOT SIZE FOR THIS DEVELOPMENT IS 4,500 S.F. 10. THE AVERAGE LOT SIZE FOR THIS DEVELOPMENT IS 5,265 S.F. 11. MAXIMUM BUILDING HEIGHT ALLOWED= 34'/THREE-STORY. BUILDING HEIGHT PROPOSED= 30'/TWO STORY. 12. SETBACKS REQUIRED/PROVIDED (PERIMETER ONLY PER P.A.D. HIGH DENSITY RESIDENTIAL STANDARDS): FRONT (ALONG MOORE ROAD)= 20' SIDE = 5'; REAR = 5'; MINIMUM SETBACK FROM ADJACENT PROPERTIES = 5'. 13. ON LOT SETBACKS PROVIDED: FRONT=10' PROVIDED THAT A DRIVEWAY OF AT LEAST 20, IN LENGTH IS MAINTAINDED ON THE LOT, SIDE 5' OR 0' FOR COMMON WALL ON ZERO LOT LINE; REAR= 5'. 14. PARKING SPACES PER LOT PROVIDED = 2 SPACES. 15. NO FURTHER SUBDIVISION OF ANY PARCEL SHOWN SHALL BE PERMITTED WITHOUT WRITTEN APPROVAL OF THE ORO VALLEY TOWN COUNCIL. 16. THE BASIS OF BEARING FOR THIS PROJECT IS THE SOUTH LINE THE SOUTHEAST QUARTER OF SECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, GILA AND SALT RIVER MERIDIAN, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA. SAID BEARING BEING: S89°40'50"W 17. MAINTENANCE OF EASEMENTS WITHIN THE LOTS SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER. MAINTENANCE OF EASEMENTS WITHIN THE COMMON AREAS SHALL BE THE RESPONSIBILITY OF THE HOMEOWNER'S ASSOCIATION. 18. THE PROFESSIONAL ENGINEER OF RECORD SHALL CERTIFY AS TO THE FORM, LINE AND FUNCTION OF ALL PUBLIC AND PRIVATE ROADWAYS AND DRAINAGE STRUCTURES BEFORE THE RELEASE OF ASSURANCES. 19. THE HOMEOWNER'S ASSOCIATION AGREES TO 1) KEEP ALL COMMON AREAS MAINTAINED IN A WEED -FREE, TRASH -FREE CONDITION, 2) REPLACE ANY DEAD PLANT MATERIALS WITHIN 90 DAYS, AND 3) MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING ORDER. 20. NO IMPROVEMENTS BETWEEN THIRTY (30) AND SEVENTY-TWO (72) INCHES IN HEIGHT RELATIVE TO THE ADJACENT ROADWAY WHICH MIGHT INTERFERE WITH THE PURPOSE AND INTENT OF THE SIGHT VISIBILITY TRIANGLE SHALL BE PERMITTED, PLACED OR MAINTAINED WITHIN THE SIGHT VISIBILITY TRIANGLES SHOWN ON THIS PLAT. 21. PROPERTY OWNERS SHALL MAINTAIN PLANTINGS TO ENSURE UNOBSTRUCTED VISIBILITY TO MOTORISTS. ALL SHRUBS, ACCENTS AND GROUNDCOVERS SHALL NOT EXCEED THIRTY (30) INCHES IN HEIGHT WITHIN THE SIGHT VISIBILITY TRIANGLES. TREES WITHIN THE SIGHT VISIBILITY TRIANGLES WILL BE MAINTAINED TO ENSURE THAT BRANCHES/FOLIAGE IS NOT BELOW A HEIGHT OF SEVENTY-TWO (72) INCHES. 22. ORO VALLEY WATER UTILITY SHALL BE THE WATER SERVICE PROVIDER. 23. INTERIOR PROPERTY CORNERS AND CENTERLINE MONUMENTATION SHALL BE SET AS SOON AS COMPLETION OF THE INFRASTRUCTURE AND IMPROVEMENTS MAKE IT PRACTICAL TO DO SO. IF SUCH MONUMENTS SHOULD DIFFER FROM THE TYPE DESCRIBED ON THE FINAL PLAT, A RECORD OF SURVEY PLAT SHALL BE RECORDED SHOWING THESE DIFFERENCES. 24. ALL PROSPECTIVE BUYERS OF LOTS WITHIN THIS SUBDIVISION SHALL BE INFORMED OF THE PRESENCE AND ACTIVITY OF THE LA CHOLLA AIRPARK, A PRIVATE AIRPARK LOCATED SOUTHWEST OF THE PROJECT. ALL PERSPECTIVE BUYERS SHALL BE INFORMED THAT LOW FLYING AIRCRAFT MAY BE A NUISANCE. 25. NO FINAL INSPECTION FOR ANY LOT WITHIN THIS SUBDIVISION SHALL BE APPROVED UNTIL A BUILDING CODES OFFICIAL HAS VERIFIED THAT CONSTRUCTION ON THE LOT IS COMPLETE AND SIDEWALKS HAVE BEEN INSTALLED, PROPERTY LINE TO PROPERTY LINE. Engineering . Planning • Surveying Th e Landscape Architecture • Urban Design WIOffices located in Tucson, Phoenix, R III rff n Flagstaff, AZ. and Las Vegas, NV. S ) , 4444 East Broadway Group WW Tucson, Arizona (520) 881-7480 vvIVVIVV-r VVIWULL1N, LV1/ 1 - TV "--' - - I m SEQs PUBLIC PEDESTRIAN EASEMENT SEE DETAIL SHEET 4 15'X15' UTILITY ESMT SEE DETAIL SHEET 4 o M 00 c� o r� o 0 N 0 D 0 0 0 15' ;BUFFERYARD 1 1f !t J 1 i i i Is i 27 ` 36 41 tw ^ t� V ooe 0 ^ �� 37 1 26 42 Q lop t Iwo \ m Q°- w w °� » I 3: S415287W N90'00'00"W N67'07'29"W 43 25 15251.47' z d922.69 S61'05'22"W 24. S89 08 38 W v 34.91' S87'48'04"W C.A. 'A' 38.41' w ` , „W 63.29 , 97'3 ' - -N89'08'38"E 89.27' 39 O \ ® Si3'25�1 h O D_1 41S \ S45'4745"W n 44 1�°' G1 �° °�� 23.26' 20 o COMMON AREA V Z 24 40.44' �� ,\ 4,853 sq.ft. I o 158,326 sq.ft. �, \ \ 0.11 acres j S87.01'22"W S36'13'31 "W ` 1_ 3.63 acres on IQ, '12'11" ¢9�2. 26.00' FN89'08'38"E 92.28' �� TE11 40 � 4 ,,� p \ S60O2, � I C46 19 I o � , ; I� � s�y9 �F I I I 4,615 sq.ft. I � Z , 4a� ^•,• \> > 9 I 0.11 acres 20 PUBLIC , 23 N89'0838"E 92.32' j NON -MOTORIZED TRAIL \ 5,796 sq.ft. � / o\ S _ - - EASEMENT PER THIS PLAT \ \0.13 acres a 0 >> I , �, c � � � 22 � o'`' \02 C--I 10 PUE � o \ \ :5 4,701 sq.ft. ------" - 22.49' �,ti 0.11 acres 21 ^ I o I 4,617$ sq.ft. I � o " woo18� oo ,h 5,444 s .ft. o 00 0 0 i woo*wwtp Now 59 \ o, q rn � I 0.11 acres N24'32 24 W , �.,,, CS tih \ 0.12 acres z '-? a i I » N �L=48.21' E AN IEOT PUEBLO LANE (PUBLIC STREE,00'25»E 70.61 o9 3 0 _ N N89 08 38 E 92.37 23.65 S8916 45 E 106.42 N 2.93' ' \ \ mho N �/�6/SS3 66'\ ` of ,o� o Z - - - N 57 53. _ 51.66 50.00 C20 _ - - - \ � J' 1 \ CN cv ------ - - _ \ \ C�� Al- . �p y� �Y � f ,i- cn¢ W I c� .t oI 17 o n N16'20126"E C60 ------ 4.76 14.10 _ - ;r, �S ,��/6�/ �G �l9 ¢S ; �C •� _ of I o 0 �i - 1 F- N ---I o \ 33C S, �,9s J,1g, Og i >_ N w o I I 4,620 sq.ft. u7 V) 32.13 oo 5cl� I \ 6.20' �j9FFj) �� ; C.A. A J Q Z I 0.11 acres I 4 I 6 220 sq. ft. 6 S6 , 1 I/ 4 m,;J o rn I \ S 1• 9' F 3 N w I N89'08'38"E 92.42' ' II 3 w 5,058 sq.ft. ,,, 0.14 acres I 6,618 sq.ft. / qo�l� 320, 3 �„ ,gyp s o 2 4,895 sq.ft. 0.12 acres I N �, 0.15 acres oo' c�, S F 9C44 G ,- o cn - - NO'51'22"W Lo I 5 4661 sq.ft z ' 15,025 sq.ft. r- I 0.11 acres / QJ \ >>9/ , "' I o I 58.19 q 0.12 acres c i :" I ., I v� y� O 9 v� w o I 1 6 0 I ,� v 10.13 acres � I re)o I I cn `n ,moo 00 Sp00C� _ Q ^ I I 4,622 sq.ft. I u7 » I Z Z - 8.00 J / o� 7 \ \ ui 0.11 acres N65 31 41 W I __j C63 �0 4,649 sq.ft. �c�, �, S89 08 38 W � 9'08'38"E 92.48'j 15.06 _111111�11111149.99 Q5 `9.79 ,CSC 16 23.40' d ; N8 54.29 ��' 0.11 ages , 0 8 ' Q 3.31' 53.25, S87-24'17"W 112.27' C81 C64 o`Ory 4,500 sq.ft. oo' C56 rd� I Q C6� 0.10 acres - 55 S f- � � I I ��, 5 106.56 Q N82'00 25" N87'24'17'E 110.28' 9 '� - - - •00'25" E 87.46 R�19� 3Z./2�/� �4,553 sq.ft. /� �s� I 15 I `s9906'" NS2 �0 pco LU 0.10 acres o / rz 5,545 sq.ft. 4.�j6• Soo �� ,� 1 O � �� z I 0.13 acres I w C.A. 'A' R=85.00' I r r; 1�q 0 � 5, 045 sq. ft. �,. L I f u HONE,( ED E jL I l GE 0 N ^` ' -'��' 4 S6j. 0.12 acres I �8?R /OINJING Lr-04524 27 �� r � �F�'llr � S33j� SO\ � � � v ��, � � N7g•57>14"W �,1 L=67.36 o s F / 00' \_ , c�CO 94.99, cn 53»E r r 82 9.69 �� i N16 2 ' r ON1 \1r: P ,,�,. D. COYYN C_ =Tr,h SDO\ i s 14 5,936 sq.ft. �`b �' COMMON AREA 'A' `' Q 0.14 acres 3 / I \�' 41,849 sq.ft. G'` �, � o .�� N6 � 0.96 acres Gg'S ,�� a C4% �28p6ry�1' ,;� CQ �,\�F y� �� ,00� Oi�l'r VILLAGE ' �, 9/��'Ops O ;r �' :� i�l l r: J:ri.O. TOWiN �C~N r R 26 00' �� 0 06'p "'/ �� , ` �, � FS,� `�� rn i 3 �S y rW V !p 13 N 138 1 i S 51368 sq.ft. \ 0.12 acres > 1 N1'08'56"W>: 17.21 c1� n I � 12 \ 1-9-!� 00'\ i TE9 5,266 sq.ft. ass, 5,810 sq.ft. \ of 0.12 acres > ' TE10 \ 0.13 acres S`9i�' Shy Th P W 1W � Engineering • Planning Surveying Landscape Architecture •Urban Design ,'�, /�� Offices located in Tucson, Phoenix, vv W Flagstaff, AZ. and Las Vegas, NV. 4444 East Broadway Group Tucson, Arizona (520) 881-7480 OV1700068 FINAL PLAT VIEWPOINTS II AT VISTOSO TRAILS A 1) LOTS 1 THRU 45, AND COMMON AREAS "A" " & "B 44 21 0 BEING A RESUBDIVISION OF THE RETREATS AT VISTOSO, PETER D. 0' 40' $0' � 20' COTE RECORDED IN BOOK 61, MBcP, PAGE 85. �21,yl� A PORTION OF SECTION 25 TOWNSHIP 11 SOUTH, RANGE 13 EAST, G.&S.R.M., 'NAIE° Ref#: OV1601747 TOWN OF ORO VALLEY, PIMA COUNTY, ARI ZONA 9`?°"° u s.a OV1600602 SHEET 3 0 F 4 EXPIRES 3/31/2018 OV1601094 OCTOBER, 2017 1" = 40' J L Q* CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD DIST. C1 27.53' 181.00' 8'42'50" N86'21'50"E 27.50' C2 82.55' 181.00' 26'07'56" N68'56'27"E 81.84' C3 91.50' 181.00' 28'57'51" N76'2226"W 90.53' C4 65.38' 181.00' 20'41'46" S09'33'04"W 65.03' C5 42.74' 30.00' 81'37'38" N48'27'56"W 39.22' C6 42.92' 25.00' 98'22'22" S41'32'04"W 37.84' C7 71.81' 206.00' 19'58'27" S05'5535"W 71.45' C8 124.63' 60.00' 119-00'51" S75'25'14"W 103.40' C9 22.06' 156.00' 8'06'04" N75'06'55"W 22.04' C10 44.34' 25.00' 101'37'53" S50'01'07"W 38.76' C11 53.21' 50.00' 60'58'40" S31 *17'10"E 50.74' C12 68.82' 206.00' 19'08'25" N08'4623"E 68.50' C13 57.51' 50.00' 65'5357" S47'38'36"W 54.39' C14 40.91' 156.00' 15'01'28" S07'10'54"W 40.79' C15 24.45' 25.00' 56'01'55" S28'20'48"E 23.49' C16 80.32' 206.00' 22'20'20" S73'03'41 "E 79.81' C17 65.34' 206.00' 18*10'28" S52'48'17"E 65.07' C18 29.97' 25.00' 68'41'43" S78'03'54"E 28.21' C19 51.84' 206.00' 14*25'10" N74'47'50"E 51.71' C20 31.33' 206.00' 8'42'50" N86'21'50"E 31.30' C21 48.84' 30.00' 93*1643" N44'04'54"E 43.62' C22 39.42' 25.00' 90'20'28" S52'49'21 "E 35.46' C23 84.70' 156,00' 31'06'28" S11'29'35"W 83.66' C24 42.21' 25.00' 96'44'49" S75025'14"W 37.37' C25 57.57' 206.00' 16'00'41" N1011'55"W 57.38' C26 40.33' 25.00' 92'26'20" N28'00'54"E 36.10' C27 31.89' 510.00' 3'3456" S05'51'07"E 31.88' C28 49.97' 206.00' 13'53'55" S03'00'37"W 49.85' C29 21.41' 206.00' 5*57'14" S12*56'11 "W 21.40' C30 6.25' 60.00' 5*58'13" S18'53'55"W 6.25' C31 32.16' 60.00' 30'4245" S37'1424"W 31.78' C32 30.34' 60.00' 28'58'21" S67'04'57"W 30.02' C33 13.32' 60.00' 12'43'11" N87'55'43"E 13.29' C34 40.93' 60.00' 39#05'15" N66'10'03"W 40.14' C35 1.62' 60.00' 1'33'05" N45'50'53"W 1.62' C36 40.51' 206.00' 11 *15'59" N39'26'21 "W 40.44' C37 45.74' 206.00' 12*43'18" N27'26'42"W 45.65' C38 49.60' 206,00' 13'47'39" N14-11'14"W 49.48' C39 18.33' 206.00' 5'05'50" N04'44'29"W 18.32' C40 82.23' 156.00' 30#12'03" S17#17'36"E 81.28' C41 27.63' 156.00' 10*08'53" S37'28'04"E 27.59' C42 52.69' 156.00' 19'21'01" S52'13'00"E 52.44' C43 24.97' 156.00' 9#10'22" S66'28'42"E 24.95' C44 22.06' 156.00' 8'06'04" S75006'55"E 22.04' C45 37.61' 51.00' 4215'17" N23'04'37"W 36.77' C46 1.04' 51.00' 1'09'54" N01'22'01 "W 1.04' C47 19.30' 206.00' 522'03" N01'53'12"E 19.29' C48 49.52' 206.00' 13'4622" N11'27'25"E 49.40' C49 5.59' 206.00' 1*33121" S19'07'16"W 5.59' C50 19.58' 51.00' 21'59'53" N30'53'53"E 19.46' CURVE TABLE CURVE # LENGTH RADIUS DELTA CHORD DIST. C51 41.79' 51.00' 46*57'14" N65'22'27"E 40.63' C52 41.75' 51.00' 46'54'08" S67'41'52"E 40.59' C53 111.12' 51.00' 124'50'22" N18*10'23"E 90.41' C54 24.45' 25.00' 56'01'55" N28'20'48"W 23.49' C55 12.16' 25.00' 27'52'05" N70'17'48"W 12.04' C56 39.85' 206.00' 11'05'00" S78'41'21 "E 39.79' C57 40.47' 206.00' 11015'20" S67'31'11 "E 40.40' C58 14.99' 25.00' 34'20'51" N60'53'28"W 14.76' C59 14.99' 25.00' 34020'51" S84'45'41"W 14.76' C60 2.51' 30.00' 4*47'12" S88'19'39"W 2.51' C61 110.00' 570.00' 11'03'26" N00'02'42"W 109.83' C62 121.47' 540.00' 12#53'17" S03'53'11 "W 121.21' C63 40.20' 200.00' 11'30'55" N86450'16"W 40.13' C64 49.11' 200.00' 14'04'06" N74'02'45"W 48.98' C65 17.87' 200.00' 5'07'11" N64'27'07"W 17.87' C66 61.27' 610.00' 5*45'18" S10*16'03"W 61.25' C67 61.10' 610.00' 5'44'20" SO4'31'14"W 61.07' C68 61.04' 610.00' 5'43'59" S01 #12'55"E 61.01' C69 38.01' 610.00' 3*34'13" S05'52'01 "E 38.00' C70 27.71' 156.00' 1010'38" S01'01'40"W 27.67' C71 56.99' 156.00' 20'55'50" S16'34'54"W 56.67' C72 32.40' 25.00' 74*15'13" N18'55'21 "E 30.18' C73 7.93' 25.00' 18*11'07" N65'08'31 "E 7.90' C74 110.00' 570.00' 11'03'26" N00'02'42"W 109.83' C75 175.86' 51.00' 197*34'15" N37'00'38"E 100.80' C76 30.32' 485.00' 3'34'55" S05'51'06"E 30.32' C77 6.09' 460.00' 0'45'32" S07'15'47"E 6.09' C78 22.66' 460.00' 2'49'22" S05'28'20"E 22.66' C79 21.16' 156.00' 7'46'21 N78'07'15"E 21.15' C80 0.44' 206.00' 0*07'18" SO4'00'00"E 0.44' C81 107.18' 200.00' 30*42'12" N77'14'37"W 105.90' Engineering • Planning • Surveying Landscape Architecture • Urban Design WEB Offices located in Tucson, Phoenix, Flagstaff, AZ. and Las Vegas, NV. 4444 East Broadway G r o u piwijB Tucson, Arizona (520) 881-7480 TRAIL EASEMENT LINE TABLE LINE # LENGTH DIRECTION TE1 16.50' S37'48'47"W TE2 34.82' SO4'56'47"W TE3 80.89' S47'46'27"W TE4 47.55' S08'44'1O"E TE5 85.82' S01'28'58"W TE6 121.70' S52'24'05"W TE7 69.51' S1948'30"W TE8 74.74' S09'41'40"W TE9 25.19' S48'37'49"W TE10 32.73' S31'02'21 "W TE11 11.51' S37'48'47"W TE12 36.76' SO4'56'47"W TE13 77.99' S47'46'27"W TE14 38.59' S08'44'10"E TE15 97.13' S01'28'58"W TE16 125.38' S52'24'05"W TE17 61.89' S19'48'30"W TE18 55.63' S09'41'40"W in .. 151 EASEMENT DETAIL SCALE: 1'=20' ?9 0' 40' 80' 120' 6?%mmmm 36 37 U.1 38 2 I0 IN W 39 Ln LO z 40 S60'28'06"E 28.91' (SVT TIE) E ANCIENT PUEBLO LN. SIGHT VISIBILITY TRIANGLE DETAIL SCALE: 1'=60' C.A. 'A' EXPIRES 3/31/2018 C.A. ' SIGHT VISIBILITY TRIANGLE DETAIL SCALE: 1'=30' SIGHT VISIBILITY TRIANGLE DETAIL SCALE: 1'=30' 30' SEWER ESMT. BK. 61, M&P, PG. 85 TO BE ABANDONED BY SEPARATE INSTRUMENT. 20' WATER ESMT. BK. 61, M&P, PG. 85 TO BE ABANDONED BY SEPARATE INSTRUMENT. ❑3 35' PUBLIC UTILITY& EMERGENCY ACCESS ESMT. BK. 61, M&P, PG. 85 TO BE ABANDONED BY SEPARATE INTRUMENT. ® 10' PUBLIC UTILITY ESMT. PER FINAL PLAT ❑5 35' EMERGENCY & PEDESTRIAN ACCESS ESMT. PER FINAL PLAT © 20' PUBLIC WATER ESMT. PER FINAL PLAT 0 35' PUBLIC SEWER ESMT. PER FINAL PLAT R= 539.48' L=15.00' Ct 0=1'35'35'' W Cr 8l W f { r A-1N88*50'39"E 15.00' S1'09'21 "E 1 15.00' 1 IN88*50'39-'PE 15.00' C.A. 'A' UTILITY EASEMENT DETAIL SCALE: 1'=60' OV1700068 FINAL PLAT VIEWPOINTS II AT VISTOSO TRAILS LOTS 1 THRU 45, AND COMMON AREAS "A" & "B" SIGHT VISIBILITY TRIANGLE DETAIL SCALE: 1'=30' 40 ..- N61'29'01 "W 24.77N28'0920"W .:. 16.08' R=30.00' L=42.74' L-r--81'37'38" C.A. 'A' E ANCIENT PUEBLO LN. R= 570.00' L=14.75' A=1'28'56„ N60'21'36"E 3147' IC.A.'A' =570.00' PEDESTRIAN EASEMENT DETAIL SCALE: 1'=30' 3 F0 W BEING A RESUBDI VI SI ON OF THE RETREATS AT VI STOSO, RECORDED IN BOOK 61, M&P, PAGE 85. A PORTION OF SECTION 25 TOWNSHIP 11 SOUTH, RANGE 13 EAST, G.&S.R.M., Ref#: OV1601747 TOWN OF ORO VALLEY, PIMA COUNTY, ARI ZONA ov1600602 SHEET 4 0 F 4 OV 1601094 OCTOBER, 2017 1 " = 40' SEQ. GENERAL NOTES: FINAL SITE PLAN 1. THE GROSS AREA OF THIS DEVELOPMENT IS 13.96 ACRES. 2. THE PROPOSED NUMBER RESIDENTIAL UNITS IS 45 (0.33 UNITS PER ACRE) VIEWPOINTE II AT VISTOSO TRAILS 3. TOTAL LENGTH OF NEW PUBLIC STREETS IS 0.348 MILES. 4. TOTAL LENGTH OF NEW PRIVATE STREETS IS 0.00 MILES. 5. ASSURANCES FOR SITE IMPROVEMENTS (e.g. WATER SERVICE, SITE STABILIZATION), LANDSCAPING AND REVEGETATION BONDS MUST BE POSTED PRIOR TO THE ISSUANCE OF GRADING PERMITS 6. GROSS AREA OF ALL IMPERVIOUS SURFACES = 139,637 S.F. (3.21 ACRES) (ASPHALT, SIDEWALK AND GROUTED RIRAP HATCHES ONLY - NO BUILDING OR PAD). 7. AVERAGE LOT SIZE - 5,265 S.F., MINIMUM LOT SIZE = 4,500 S.F., MAXIMUM LOT SIZE = 6,768 S.F. A MINIMUM 20 FEET OF DRIVEWAY SPACE SHALL BE PROVIDED. 8. TOTAL AMOUNT OF LANDSCAPED OPEN SPACE IN COMMON AREA = 5.90 AC. 9. THE TRAIL EASEMENT IS A NON -MOTORIZED PUBLIC RECREATION EASEMENT THAT IS OPEN TO THE GENERAL PUBLIC. NON -MOTORIZED USES GENERALLY INCLUDE HIKING, JOGGING, RUNNING, PET WALKING, ETC. 10. ALL PROSPECTIVE BUYERS OF LOTS WITHIN THIS SUBDIVISION SHALL BE INFORMED OF THE PRESENCE AND ACTIVITY OF THE LA CHOLLA AIRPARK, A PRIVATE AIRPORT NORTHWEST OF THE PROJECT. ALL BUYERS SHALL BE S INFORMED THAT THE LOW FLYING AIRCRAFT MAYBE A NUISANCE. 11. MATERIALS WITHIN SIGHT VISIBILITY TRIANGLES MUST BE PLACED SO AS TO NOT INTERFERE WITH A VISIBILI PLANE DESCRIBED BY TWO HORIZONTAL LINES LOCATED THIRTY (30') INCHES AND SEVENTY-TWO (72-) INCHES e a ABOVE THE FINISHED GRADE OF THE ROADWAY SURFACE. li 12. FINAL SITE PLANS AND IMPROVEMENT PLANS MUST BE APPROVED PRIOR TO THE ISSUANCE OF ANY PERMITS BY _ THE TOWN ENGINEER AND/OR BUILDING OFFICIAL i � I PLANNING GENERAL NOTES: 1. MAXIMUM BUILDING HEIGHT ALLOWED = 34'/ THREE-STORY. BUILDING HEIGHT PROPOSED = 30' / TWO-STORY. 1' 2. TOTAL AMOUNT OF OPEN SPACE REQUIRED = 3OX 3. TOTAL AMOUNT OF OPEN SPACE PROVIDED = 45X THE OPEN SPACE REQUIREMENT HAS BEEN SATISFIED WITH PRESERVATION OF THE HONEY BEE VILLAGE PRESERVE AND LANDSCAPED COMMON AREA THROUGHOUT THE TOWN ^p CENTER. 4. EXISTING P.A.D. NATURAL OPEN SPACE = 3.05 AC. 5. PROPOSED P.A.D. NATURAL OPEN SPACE = 3.67 AC. n N m tp N 6. TOTAL AMOUNT OF COMMON AREAS = 6.17 ACRES. 1 u7 Car. 0 COMMON AREA 'A' (OPEN SPACE)=2 50 AC. U Ln = -u COMMON AREA 'B' (NATURAL OPEN SPACE)=3.67 AC. .w o C7 a o 7. PERIMETER SETBACKS REQUIRED/PROVIDED (PER P.A.D. HIGH DENSITY RESIDENTIAL STANDARDS): t�rov.g Z FRONT = 20'; SIDE = 5'; REAR = 5'. MINIMUM SETBACK FROM ADJACENT PROPERTIES - 5'. o.`�� o 8. ON -LOT SETBACKS PROVIDED: FRONT = 10' PROVIDED THAT A DRIVEWAY OF AT LEAST 20' IN LENGTH IS O o rn -� MAINTAINED ON THE LOT; SIDE = 5' OR 0' FOR COMMON WALL ON ZERO LOT LINE; REAR = 5'. s Z 9. COMMON AREAS SHALL BE OWNED AND MAINTAINED BY THE H.O.A. 10. EXISTING ZONING IS RANCHO VISMSO P.A.D. TOWN CENTER AND RANCHO VISTOSO P.AD. OPEN SPACE 11. ALL SIGNAGE AND LIGHTING TO BE ADDRESSED AS PART OF SEPARATE REVIEW AND APPROVAL PROCESS. U N_- 12. TYPICAL LOT SIZES: 50' x 90' = 4500 S.F. MINIMUM I i s ENGINEERING GENERAL NOTES: 1. THE DESIGN VEHICLE FOR THIS PROJECT IS A SU-30. THE DESIGN SPEED FOR THIS PROJECT IS 25 MPH. 2. ALL NEW PUBLIC ROADS WITHIN THIS PROJECT WILL BE CONSTRUCTED 1N ACCORDANCE WITH APPROVED PLANS. 1 1 SEPARATE IMPROVEMENT AND CONSTRUCTION PLANS WILL BE SUBMITTED TO THE TOWN ENGINEER'S OFFICE FOR REVIEW AND APPROVAL - 3. ANY RELOCATION OR MODIFICATION OF EXISTING UTILITIES AND/OR PUBLIC IMPROVEMENTS NECESSITATED BY THE PROPOSED DEVELOPMENT WILL BE AT NO EXPENSE TO THE PUBLIC. 4. ALL NEW RIGHTS OF WAY WILL BE DEDICATED BY FINAL PLAT. 1 DRAINAGE GENERAL NOTES: 1. DEVELOPER WILL COVENANT TO HOLD THE TOWN OF ORO VALLEY, ITS SUCCESSORS AND ASSIGNS, HARMLESS IN THE EVENT OF FLOODING. 2. DRAINAGE WILL NOT BE ALTERED, DISTURBED, OR OBSTRUCTED WITHOUT THE APPROVAL OF THE ORO VALLEY TOWN COUNCIL 3. DRAINAGE STRUCTURES MUST BE CONSTRUCTED AND INSTALLED ACCORDING TO TOWN STANDARDS AND PAID FOR BY THE DEVELOPER. 4. ALL DRAINAGE STRUCTURES MUST BE DESIGNED TO CONVEY A 100 YEAR FLOW. 5. ALL DRAINAGE FACILITIES WILL BE CONSTRUCTED ACCORDING TO APPROVED PLANS PRIOR TO THE ISSUANCE OF ANY CERTIFICATES OF OCCUPANCY FROM THE BUILDING OFFICIAL FOR ALL AFFECTED BUILDINGS. 6. THE DEVELOPER WILL ACCEPT RESPONSIBILITY FOR MAINTENANCE, CONTROL, SAFETY AND LIABILITY OF PRIVATE DRAINAGEWAYS, DRAINAGE EASEMENTS, AND COMMON AREAS. ORO VALLEY WATER GENERAL NOTES: 1. ORO VALLEY WATER UTILITY WILL BE THE WATER SERVICE PROVIDER. 2. THIS DEVELOPMENT MUST COMPLY WITH THE ORO VALLEY WATER UTILITY SPECIFICATIONS MANUAL DURING ALL PHASES OF CONSTRUCTION. 3. THE TOWN OF ORO VALLEY HAS BEEN DESIGNATED BY THE ARIZONA DEPARTMENT OF WATER RESOURCES AS HAVING AN ASSURED WATER SUPPLY, PURSUANT TO A.R.S. 45-576, AND WILL SERVE THIS DEVELOPMENT. 4. A LINE EXTENSION AGREEMENT FOR THIS PROJECT MUST BE IN PLACE PRIOR TO ANY WORK ON THE WATER INFRASTRUCTURE. 5. WATER INFRASTRUCTURE SHOWN IS NOT NECESSARILY THE FINAL DESIGN. A SEPARATE WATER IMPROVEMENT PLAN MUST BE SUBMITTED TO ORO VALLEY WATER UTILITY FOR REVIEW AND APPROVAL WASTEWATER GENERAL NOTES: 1. PROJECT IS IN CONFORMANCE WITH SECTION J. WASTEWATER, OF THE PIMA COUNTY DEVELOPMENT PLAN REQUIREMENTS AS REFERENCED IN 18.71.030.A. 2. SEE PRELIMINARY SEWER LAYOUT PLAN FOR ADDITIONAL WASTEWATER NOTES GENERAL UTILITY NOTES: 1. SHOULD AN EASEMENT BE IN CONFLICT WITH ANY PROPOSED BUILDING LOCATION, VACATION OF THE EASEMENT IS TO OCCUR PRIOR TO ISSUANCE BUILDING PERMITS. OV 1700068 0' 100' 200' 300' HONEY BEE VILLAGE PRESERVE BK. 61, PG. 84 ZONING: F.A.D. TOWP CENTER GOLDER RANCH FIRE GENERAL NOTES: 1. FIRE HYDRANTS CONNECTED TO AN APPROVED WATER SUPPLY OF 1000 GPM FOR FIRE PROTECTION MUST BE INSTALLED AND IN SERVICE PRIOR TO COMBUSTIBLE MATERIAL DELIVERY TO THE SITE TEMPORARY CONSTRUCTION OFFICE TRAILERS ARE CONSIDERED COMBUSTIBLE MATERIAL 2. APPROVED FIRE APPARATUS ACCESS ROADS MUST BE INSTALLED AND IN SERVICE PRIOR TO COMBUSTIBLE MATERIAL DELIVERY TO THE SITE. 3. APPROVED AUTOMATIC SPRINKLER SYSTEMS SHALL BE PROVIDED THROUGHOUT ALL ONE -AND TWO-FAMILY DWELLINGS AND TOWNHOUSES WHICH EXCEED 3,600 SQUARE FEET IN FIRE -FLOW CALCULATION AREA. APPROVED AUTOMATIC SPRINKLER SYSTEMS SHALL BE PROVIDED THROUGHOUT ALL ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES USED AS MODEL HOMES WITH SALES OR CONSTRUCTION OFFICES. 4. TEMPORARY STREET SIGNS MUST BE INSTALLED AT EACH STREET INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE OF VEHICLES ALL STRUCTURES UNDER CONSTRUCTION MUST BE CLEARLY IDENTIFIED WITH AN APPROVED ADDRESS. PERMITTING DIVISION -BUILDING CODES THE FOLLOWING CODES AND STANDARDS SHALL BE APPLICABLE TO THIS DEVELOPMENT: • 2012 INTERNATIONAL CODES WITH LOCAL AMENDMENTS • 2011 NATIONAL ELECTRIC CODE • 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN . 2006 GOLDER RANCH FIRE DISTRICT STANDARDS AND FORMS . 2008 ORO VALLEY POOL CODE • 2015 PIMA ASSOCIATION OF GOVERNMENTS (P.A.G.) STANDARD SPECIFICATIONS AND DETAILS FOR PUBLIC IMPROVEMENTS . 2010 TOWN OF ORO VALLEY DRAINAGE CRITERIA MANUAL . 2004 TOWN OF ORO VALLEY SUBDIVISION STREET STANDARDS AND POLICIES MANUAL . TOWN OF ORO VALLEY ZONING CODE, CURRENT REVISED . ORO VALLEY TOWN CODE, CURRENT REVISED . 2010 ADA ACCESSIBILITY GUIDEUNES ZONING KEY HDR MHDR MDR OS/REC TOWN CENTER ® P.A.D. ZONING MAP ® LOCATION MAP RANCHO VISTOSO A PORTION OF SECTION 25 T11S, R13E, G. & S.R.M., 3"=1 MILE 3"=1 MILE TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA LEGEND �Bg0/ EXIST. MAJOR CONTOUR EXIST. MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR PROJECT BOUNDARY PROPOSED LOT LINE - - - - EXISTING RIGHT-OF-WAY LINE - - - - PROPOSED RIGHT-OF-WAY LINE EXIST. PAVEMENT PRU'OSED CURB & PAVEMENT - -S -O - EXIST. PUBLIC SEWER LINE & MANHOLE - -W- -9- EXIST. PUBLIC WATERLINE & VALVE EXISTING EASEMENT LINE PROPOSED EASEMENT LINE - - - - - LOT SETBACKS (TYP.) - - - - 100-YEAR FLOODPLAIN HOHOKAM MESA VISTOSO TOWN CENTER BOOK 61, PAGE 034, P.C.R. TONING: P.A.D. TOWN CENTER ENGINEER OWNER/DEVELOPER THE WLB GROUP, INC MATTAMY TUCSON, LLC 4444 E. BROADWAY BLVD. 3561 E. SUNRISE DR., STE./247 TUCSON, AZ 85711 TUCSON, AZ 85718 (520) 881-7480 (520) 297-6850 ATTN: DAVID LITTLE, P.E. ATTN: JIMMY GAUUN DUTTLEOWLBGROUP.COM JIMMY.GAUUNGMATTAMYHOMES.COM SHEET INDEX SHEET I........... COVER SHEET SHEET 2-3.... SITE PLAN SHEET 4-6.... DETAILS, TABLES, PROFILES & SECTIONS APPROVAT. BY: SLOPES r lL7Ts SIGHT VISIBILITY TRIANGLE _ (SVO EXISTING RIPRAP (AS NOTED) PROPOSED ROCK -FACED SLOPE PAVING 0 PROPOSED CONCRETE SIDEWALK EXIST. CONCRETE SIDEWALK c==24'===- EXIST. CULVERT W/ SIZE o PROPOSED CULVERT ® ® M ❑ PROPOSED TEP EQUIPMENT •--g-W- PROPOSED WATER MAIN & VALVE PROPOSED FIRE HYDRANT @g_ PROPOSED SEWER MAIN & MANHOLE _ = EXISTING WALL F1E773. 77 FINISHED FLOOR ELEVATION vvE.73.00 FINISHED PAD ELEVATION PRO?OSED SPOT ELEVATION -•� EXIST. P.A.D. OPEN SPACE LINE DIRECTION OF FLOW PROPOSED NON -MOTORIZED TRAIL III HIGH POINT to PROPOSED SURVEY MONUMENT DRIVEWAY ACCESS RESTRICTION ABBREVIATIONS AC ASPHALTIC CONCRETE (MIX NO.2) MH/SMH MANHOLE ANG PT ANGLE POINT MIN MINIMUM BCSM BRASS CAP SURVEY MONUMENT P.A.D. PLANNED AREA DEVELOPMENT BVC BEGIN VERTICAL CURVE PAG PIMA ASSOCIATION OF GOVERNMENTS BW BOTTOM OF WALL PC POINT OF CURVATURE C.A. COMMON AREA PG PAGE CFS CUBIC FEET PER SECOND PI POINT OF INTERSECTION CMP CORRUGATED METAL PIPE PROP PROPOSED CONC CONCRETE PT POINT OF TANGENCY CP CONCENTRATION POINT R RADIUS CTRL CONTROL R/W RIGHT OF WAY D DEFLECTION RCP REINFORCED CONCRETE PIPE DG DECOMPOSED GRANITE REINF REINFORCED DKT DOCKET FIT RIGHT DTL DETAIL S SLOPE EG EXISTING GRADE SD-1 STORM DRAIN RUN ELEV ELEVATION SDMH STORM DRAIN MANHOLE EDP ESMT EDGE OF PAVEMENT EASEMENT SF SHT SOUnE j SHED !WROY EVC END VERTICAL CURVE SM-1 SE, p�A�}�7 EXIST EXISTING SRP S RIBBED PIPE FD FOUND STA S FFE FG FINISHED FLOOR ELEVATION FINAL GRADE SVT T V I TAN L SH MIN 3E O ^O T FPE FINISHED PAD ELEVATION TW TOP OF WALL GB GRADE BREAK TYP TYPICAL HP HIGH POINT W WDTI HT a H HEIGHT WSEL , WA FA¢G.FIUUA]M•• INV INVERT WWF WELDED WIRE FABRIC •�'••'•••• L LENGTH LF LINEAR FEET LP LOW POINT OV 1700068 LT LEFT FINAL SITE PLAN FOR MAX MAXIMUM TOWN CLERK DATE BY: PLANNING AND ZONING ADMINISTRATOR DATE BY:ROB F s45u 'v TOWN ENGINEER DATE ScFuan BY: R ORO VALLEY WATER UTILITY DIRECTOR DATE NA \3' EMM ./w/z . VIEWPOINTE II AT VISTOSO TRAILS LOTS 1-45 AND COMMON AREAS -A" (COMMON AREA) & •B" (OPEN SPACE) BEING A RESUBDIVISION OF THE RETREATS AT VISTOSO CONDOMINIUMS, VISTOSO TOWN CENTER, RANCHO VISTOSO - NEIGHBORHOOD 6 RECORDED IN MAP BOOK 61 PAGE 85, WHICH IS A PORTION OF SECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G. & S.R.M. TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA NOVEMBER 2017 REF. CASE t OV1601683 WLB NO. 185050-MT-17 OV1205-28A CONTOUR INTERVAL• 1' SCALE: AS SHOWN SHEET 1 OF 6 f PK. 61, PG. 85 I (WILL BE REMOVED AFTER fi ARCEL 5-GKV LO M.R. S APPROVED BY F E M.A.)- ) {f I J MAINTENANCE - ACCESS GATE KEYNOTES / �� _ 10 PROPOSED 4' WIDE CONCRETE SIDEWALK PER P.A.G. STD. DTL 200 ,'�y;•. I 1/ 7 / /�,' /"\ /% / j �/ �- / 2 PROPOSED CURB ACCESS RAMP PER P.A.G. STD. DTL 207, SEE PLAN FOR CURB ACCESS RAMP TYPE. T _' { _ _'✓� / _/- / _ _ PARCEL 219 }-_627_P I" -_ ----28 L.F, X 6- THK X 3 DEEP:- 7 t,,/ / T 7-./ % /� fir,,; i - 7�9l�BDM�4 PROPOSED CONCRETE WEDGE CURB (6' REVEAL) PER P.A.G. STD. DTL 209 CONCRETE CUT-OFF WALL, %/ / ..: / /, - I ,,/ %'% ./ / .: �,• / 0 . -- _ 0 ( ) ( / /, ,/ / = NING• .PAD MHDR 4 PROPOSED CONCRETE VERTICAL CURB TYPE 2 PER P.A.G. STD. DTL 209 BROAD CRESTED WEIR !;, j './, / // /:'! ! / / /� y� I _ 10 7 / -- - f �l SO SAWCUT, TACK do JOIN TO EXISTING PAVEMENT © NEW TYPE 4 CATCH BASIN 1WTH EF-1 GRATE(S) P.A.G. STD. DTL 309. SEE STORM DRAIN STRUCTURE TABLE. _ T; / - s - 30 _ - 7O NEW TYPE 5 CATCH BASIN WITH EF-1 GRATES AND 8' WING BASIN PER P.A.G. STD. DTL 310 WITH 5 �L SpA \ \ CONCRETE CURB TRANSITION PER P.A.G. STD. DTL 210 (BOTH SIDES). SEE STORM DRAIN STRUCTURE TABLE XIST. ZONING ✓:. t u C--_ / �o;.:yi r ' 8O NEW 4' DIAMETER STORM DRAIN MANHOLE PER P.A.G. STD. DTL 302. l 6 R BOUNDARY LINE 1 ryas! m ` SLOPE /; E - (TYp.) NEW STORM DRAIN PIPE, SEE STORM DRAIN PIPE TABLE. _/ - -. 1 - PRbr'OSED BASIN 5.0 / - •' •.: ':(.< - _ STABILIZATION. 4 �. \.,1 t F T .. t 90 �� SEE TABLE 4.1 SHT.4 y / 1 = RALING UMT$ /� - 1 I I I 1 S -' M 10 1' WIDE BROAD CRESTED WEIR SEE DETAIL A, B, &CON SHEET 6. RIPRAP F 5 I - 11 - !' r NEW 4' DIAMETER SEWER MANHOLE PER STD. DTL RWRD 205. SEE PUBUC SEWER STRUCTURE TABLE _� r 3� APRON 4 STORM 3 - / -` / e 1 1 J _ _ 1O2 NEW 8- PVC PUBUC SEWER MAIN, SEE PUBUC SEWER MAIN TABLE THIS SHEET _ _ _.: p INV= 60.00 ,' I,c!' _ __-- _•.,i !/, \,,`, 1 ��! I N;, .1� .', ;-'- Lr'\ �-=♦ � �`_, 1T - ti \' \ 1� r, PROPOSED POINT OF CONNECTION TO EXISTING PUBLIC SEWER (MHd IMS-3440-39). -�eA� `_ `� �y 30�[4.856 -'"- _� .\ -, ,./;. ;\„ I 1 1,'`1 1 -'I'Wf.rc.�<� � 101,588 SF' �j• =:< Ir 5,588 SF i 12' WIDE STABILIZED SURFACE TREATMENT PER STD. DTL RWf2D III _ 1 4,537 SF_ I 29�\ ,,/ 1 1 1 I/\\ W 16 FFE=75. \ =76.81 4,856 Sf ' . \'. �\. 1 1 \,,, \ tie // /_ '♦,•,. Y, r m�♦F 20 15 PROPOSED RETAINING WALL, HT.=2' TO 4' MAX FP =76.14 _ • / 28 �';', y -♦ \ ^_ �? - %^<t' ` S` 16 PROPOSED BARRICADE RAILING PER P.A.G. STD. DTL 105. BARRICADE RAILINGS ON LOTS 20, 31 & 32 TO FPE=77.23 *C % 1 h / , \ €' ' - 0 8,137 SF =/" TERMINATE AT PROPOSED LOT SCREEN WALL B �. FFE=78.80 \ \ o \ �, s - -` \ / , \ �y •, , -%% 1Q 17 PROPOSED MODIFIED 5' CONCRETE CURB TRANSITION (VERTICAL TO WEDGE CURB) PER P.A.C. STD. DTL 210. �/ •B• �\ 1 I W k \ 18 10, WIDE MAINTENANCE ACCESS RAMP, SLOPE PER PLAN. 27 =7599 16 1B• 'SMH j10 1 3 v497952 \\ �°y{=q rl 1 I I W - - � \ %<.y. .EASEMENT KEYNOTES �- P 5�1V 1, I ; N �^ w.J ` 2`; y� i r a 30' SEWER ESMT. BK. 61. M&P, \ \ \ 1 I-33 •-12 ry PVI p��J _ 85 TO BE ABANDONED BY �\ - • \ 4 \ \ \ 86d \` \ 17 i t l 7 \\ \ SEPARATE INSTRUMENT. <� B 125 SF--- 76.63 . \ 4952 SF \ K \ \ $ 15 "" �,, 2 \ \ 'o 76.74 I \ FFE-80.32 l \ ..]F`PP�7`6�7}�i� FPE=79.65 �% _ \ t , ❑ 20' WATER ESMT. BK. 61. M&P, \W } 1 1 11 COMMON 1 \: • \ \-' i \ 1 r 9 2 \ - PG. 85 TO BE ABANDONED BY AREA 'A' ryM • �' 7 / l\\ . / t • 'i. ,\. SEPARATE INSTRUMENT. r' ` ✓/ / SMH- /11 \\' ,/' 4i 25 .. /. \ \ i' I rj / - I \✓ ��\j 34 7,90o SF SMH 9 \\ / + \ \ ✓5,092 SF _ :� ❑3 35' PUBUC UTILITY& EMERGENCY 6,193 SF \\ X 5 \ FFE-81.36 i'' , / 1 � .�' '. � ♦ i� � \ 1, � ACCESS ESMT. BK. 61, M&P, PG. 85 FFE-77.57 , 4799 SF I \ i \ ` = 9 '/ <`� y i / TO BE ABANDONED BY SEPARATE / _\ u IlE 80♦ / - '�'� �->:a� � f �✓ INTRUMENT /� _ 'i: ` / \\ <: \ \ \ A ✓ �, \ . 7518 12 = 1 1 ` '°e 24 I > ` /! ❑ 30' SEWER ESMT. BK. 61, M&P, PG. 84 .,f,\�\,... ./ `.� 4t1 �\ /" / 35 �,.�ryaa; 4 -_ \ �\ ' `. ,/ L. �6,165 SF♦� -�-"-; - ' 4,/ \ I _4 1a 5 20' WATER ESMT. BK. 61. M&P, PG. 84 \ 5,959 SF121 ? - ❑ _ - SMH /1' / ✓ ' yj` p \ / - 22 a ©35' PUBUC UTILITY& EMERGENCY 42.4 % o /- ( - ACCESS ESMT. BK. 61, M&P, PG. 84 A / �/"n \ ( it \ '`'�f4,878SF3 l_'_'tia°,'0� ��\ -♦ r� �",F, - _ 'A`I " 43_;�� , j. EVC/_,PF i / - ;❑7 10' PUBUC U11UTY ESI.IT. PER FINAL l \ \ ' 36 j ' ♦ \ 4,878 SF ' > a' 9+ 79.97 - Y� E 2 r PLAT i\ / / =84.91 r < / FPE=84.24 // s ` /' `f '- \ / PLAT U13LIC SEWER ESMT. PER FINAL FPE=80.17 ' C- 4 i A• HP \ t R:, \ \ •A ;l 12 _ LA 1 J 44' \ _ l -• r 9 35 EMERGENCY & PEDESTRIAN ACCESS BUFFERYARD 'A" /� t. 4,878 SF r \ t - J 0 • s ❑ \ \ \•, \` t O37 \ `�M \ I /✓ I g 180.30 11 Y k- CES RT 1 15hn TIE i 3r j 1 ESMT. PER FINAL PLAT _ 80 9 - 1� • - ` j _ C \ .. q•. FFE=82.93 ♦ _ \\. \ • \ : , PROJECT BOUNDARY PV ' - •A SMH /07 �� X a • 1 �_ 10 20' PUBUC WATER ESMT. PER FINAL FPE=82.26 82.64YoG Off; - \ \ab�s / 45 PLAT 5,464 SF, 11 7 \ Gc C \ •2 �EMERGENCY &PEDESTRIAN ACCESS �� 7 S 3 u • ; fPE-85.26 80.77 / i g r. �5 ESMT. PER FINAL PLAT, SEE PLAN FOR \ TJ ��%' \ 11 A' S� 1 ` / G, , , DIMENSION SIDEW LK CUf1REN Y\ \\ ( FPE-84.15 " 1 \ < 6 20.00' \ !.. /� UNDER CONSTRUCTION \\ \ A 12 15' X 15' PUBUC UTILITY ESMT. PER \ AS PART OF MOORE RD. \` UILDIN�6 \ •.. \s \ // 5,000 SFf� \ \ L`3 \' n h+� �� " 1 1 !r FINAL PLAT. \ 'AS \ ��, --� \ \\`, ,� -��. t' -Y --- "=2' 1 c 7 L��`�---� 1 -_! \ST( FFE=65.57 `„`.is+ FPE=85.\, tih • r'� / 3 25 _ ,K ''l' �O• - A/ / 40. SMH /13 �I -�° f ,s 6220 r 5,000 SF ti 6 Y. _ ,=84 \� ' •` r ,\r ppgO •�•.�.I' ± �i✓_ .s\ \i _=.2 e 4 - '6�j`�. 4 `PViI s %z\ \\��OSF FPi ^4Orf5058CLUSTER - C}10 VI5 0`PARCELv. AILB r< \ \ _ \,� lOXE/S. P'_ SS\, \\dry \ ,, FPE=85.44 �✓- 2 \ _1. y_ c_ q �� \ v BVC - 3 \ A - - ,f aF�' LL i 5.58 3 "-4,895 SFT ROPOSED vi rr pf \ S 2016131 - = � \\ �� \V/��08 \ ZON G: PA.D. HDR - \\\ ao \ S -, PLANNED MOORE ROAD �1 n \ / IMPROVEMENTS (BY . J� - 2G SEPARATE PLANS \� 4 - HP PN SMH08 5A25 / S N Ini r, e \ �\ \\� \ 5 / :86 24 \ / r^ \ \ BVC 1 1 \ FPE=87.39 PROPOSED PO NT \ \ 86METER .08 4 5,466 SF �eyo A . XIST NG W l OF CONNECTION TO \ '\ \� pyl = g, ARCHAEOLOGICAL I EXIST. WATER \�� 5.95 ,,'1 -/ 11 FP =87.86 / �i e� 5.00' SITE PERIMETER Z 1 WALL �o SI PERI \/ ` \ BUILDING SETBACK --1 PUBLIC SEWER MAIN PIPE TABLE RUN JI SIZE MATERIAL LENGTH SLOPE BEARING SM- 8' PVC 237.75' 0.47% N59' 55' 32.35'W SM-9 8' PVC 252.18' 4.72% N82- 38' 06.40'E SM-10 8' PVC 224.93' 0.50% N06' 11' 20.58'W SM-11 8' PVC 111.54' 0.50% N26' 34' 47.03'W SM-12 8' PVC 83.58' 0.48% N67' 00' 40.19'W SM-13 8' PVC 109.10' 0.94% N28' 47' 50.79'E SM-14 8' PVC 239.76' 2.66% 1 N07- 39' 06.93-W PUBLIC SEWER STRUCTURE TABLE MANHOLE STRUCTURE DATA SMH- 11 RIM=2873.38 INV. IN (SW)-2867.80 NV. IN (NW)=2868.13 INV. OUT (SE)=2867.60 SMH 7 RIM=2880.20 INV. IN (N)=2865.31 INV. IN (W)-2865.31 INV. OUT (SE)=2865.11 ® RIM=2886.02 INV. OUT (E)=2877.21 SMH 9 RIM=2877.47 INV. IN (NW)=2866.54 INV. OUT (S)=2866.44 SMH 10 RIM=2875.14 INV. M (NW)=2867.20 INV. OUT (SE)=2867.10 SMH 12 RIM=2876.70 INV. IN (S)=2869.03 INV. OUT (NE)=2868.83 SMH 13 RIM=2883.62 INV. OUT (N)=2875.42 STORM DRAIN STRUCTURE TABLE STRUCTURE / STRUCTURE DATA GRATE(S) O CB O CP 5.1 INV. RIM/GRATE=2872.48 OUT (N)=2B64.00 4 STORM DRAIN PIPE TABLE RUN SIZE MATERIAL I LENGTH I SLOPE I BEARING SD-4 30- CMP 1 73.93' 1 5.41% N06- 19' 34.50'W _ OV 1700068 SLOPE E ry EXIST. MULTI USE - \ I �� STABIUZATION a I a FINAL SITE PLAN FOR M . PA ` ' o \ °W / ♦"�. VIEWPOINTE II AT VISTOSO TRAILS \ r\\ \� o % ♦♦♦ ��` LOTS 1-45 AND COMMON AREAS 'A' (COMMON AREA) Q 'B' (OPEN SPACE) �a9 I �� '� BEING A RESUBDIVISION OF THE RETREATS AT VISTOSO CONDOMINIUMS, VISTOSO TOWN CENTER, RANCHO VISTOSO - NEIGHBORHOOD 6 RECORDED Engineering Planning Syinq �. \ \ -1\� \ 1_ 3 a Iys'` +, _ IN MAP BOOK 61 PAGE 85, WHICH IS A PORTION OF The Lands aa,. Architecture Urban Design offices located in Tucson, Phoenix 4\ XIST. CONG. - \\\\.a/7 I I 1 0' 40' 80' 120' son SECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G. & S.R.M. Wig FagetaN, AZ and Las Vegoe, NV J\ \ ♦ NOVEMBER 2017 REF. CASE OV1601683 aaaa East E3reodwcr EWA \\ 1< ♦ 1 qn TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Group Tucson, Arizona (520) 881-7480 \ \ 1\�1Aa� \�(I 1 \ \ x9 ':r ♦ I `'� NA �- VAB N0. 185050-MT-17 OV1205-28A 150MT-n - M.11- 6C 04 PIWttin 04 F5P FSP_RV6C-02-03.dw // \`1 \\\ \\\ 1 1 a°j j _♦♦ ' CONTOUR INTERVAL• 1' tcaties e/w/2g1s CONTOUR INTERVAL 1' SCALE: 1'=40' SHEET 1 OF 6 KEYNOTES E CORNER OF'. PROPOSED 4' WiDE CONCRETE SIDEWALK PER P.A.G. STD. DTL 200 L--_ _------�-- (- --_ _ f -\- _ _r- ��- T--�z"'\ �/ SECTION 25 2O PROPOSED CURB ACCESS RAMP PER P.A.G. STD. DTL 207, SEE PLAN FOR CURB ACCESS RAMP TYPE. �\ ;\ h \/ ,' /;\� \ .� 3Q PROPOSED CONCRETE WEDGE CURB (6" REVEAL) PER P.AG. STD. DTL 209 - 5.00' PROPOSED CONCRETE VERTICAL CURB (TYPE 2) PER P.A.G. STD. DTL 209 BUILDING SETBACK J , --- -_ _-_--_-» - - 5 SAWCUT A TACK &JOIN TO EXISTING PAVEMENT \\ �\ © NEW TYPE 4 CATCH BASIN WITH EF-1GRATE(S) P.A.G. STD. DTL 309. SEE STORM DRAIN STRUCTURE TABLE f \ 1 \ zaao NEW TYPE 5 CATCH BASIN WITH EF-1 GRATES AND 8' WING BASIN PER P.A.G. STD. DTL 310 WITH 5' \ ' L -OS \� � \ J' CONCRETE CURB TRANSITION PER P.A.G. STD. DTL. 210 (BOTH SIDES). SEE STORM DRAIN STRUCTURE TABLE. \ 7o XIS. ZONING \I' NEW 4' DIAMETER STORM DRAIN MANHOLE PER P.A.G. STD. DTL 302. BOUNDARY LINE \ .. `. > 1 / - - SE BUIL0IN G \ \:` \ \ / O / q / / I ° (TYP. \ I I X/ 9 NEW STORM DRAIN PIPE. SEE STORM DRAIN PIPE TABLE. - N r .COMMON AREA "B" / \ \ \\ 20 NCN-MOTORIZED�ti \ \ -? \ 10 I' WIDE BROAD CRESTED WEIR SEE DETAIL A, 8, & C ON SHEET 6. �_ \ 158,326 SF . 'I/>, a" j�o' \ \ \ \ \: I . RECREAT ON EA MFINT \ / \ '•\'<' \ \ w NEW 4' DIAMETER SEWER MANHOLE PER STD. DTL RWRD 205. SEE PUBUC SEWER STRUCTURE TABLE. l �\� �- '�' I \•\. 1, , \ . '/ I, \ \ f 1 1 \>o `'♦ \ \\ \\ 12 NEW 8" PVC PUBUC SEWER MAIN, SEE PUBUC SEWER MAIN TABLE THIS SHEET 411", 1=4,� PROPOSED POINT OF CONNECTION TO EXISTING PUBUC SEWER (MH/ IMS-3440-39). _y.' \ a / !_ '( i / -'i' l *COMMON AREA "B\ \.` \ \ '1 �� 14 12' WIDE STABILIZED SURFACE TREATMENT PER STD. DTL RWRD III l \',RIPRAD F 20/ /, I I l _ is \' J` 158.326 SFI'" \ `>'\;• \ ,\\: \ \ , 1 1\\ \ ��\ O - 3 ` I 2 I 14 APRON 4 4,853 SF , / I "< \ \ / : ! ti= \ . ":� ` ' \ \ ` \ , ♦ ..�} Q PROPOSED RETAINING WALL HT.-2' TO 4' MAX I ✓ \ \--,C� \"� \^r��.\ DTL 105 BARRICADE RAILINGS ON LOTS 1 & 32 TO ��: sdoSLOPE E `�. d "'_'`�\ . './' ( \ ;', \ , � .;, �,.. ♦• � l i' i ' i6 PROPOSED BARRICADE RAILING PER P.A.G. STD. 20, 3 1 �� INV=2852 ry FP =69.70 \`..�,\ \ :STABILIZATION 4 j` /�- \'`.r �' :\ ;\ \. >� I TERMINATE AT PROPOSED LOT SCREEN WALL \'v 1 '1 V . P i. % ii. l '; g f 19.. ` \ \ \ / i _ ( - _\ \ ',` \ ` \ �' ' 17 PROPOSED MODIFIED 5 CONCRETE CURB TRANSIT ON VERTICAL TO WEDGE CURB PER P.A.G. STD. DTL 210. ♦� l..r:} ,t•. -I\"rc.-<16 %';k 'Y .f',...4,615 SF`�.,.\�, \..�\\ •\•\�1'., _-1 \\'` \ \ �\ -ice,♦ - - ( ) i ♦ ' - 27 Y.. l i �m,'j FF _ 86 '�s> \\ 1 I : s XIST. ZONING \ \ '\ ♦� 18 10' WIDE MAINTENANCE ACCESS RAMP, SLOPE PER PLAN. ♦ a V W 28'i; 9 pD 11 FPE-70.19 1s s�, 1 i I I \ \ \ � �_ ' ' t� SMH \✓ � . o � `~ BOUNDARY LINE \ \ � ♦' Nz t ; 1 W 17 \ - 6 so3 �s :. / /,r/\ ,> + �`\TYP. \ it \ 1 ,' / RADlric uM ( ) \ \\ EASEMENT KEYNOTES / ,� - i1 =t` [� \ 1 V1 1 5 DRAN-21; \ 1 ✓ 18' �, d = ! 1 1 ( \ 1 1 30' SEWER ESMT. BK. 61. M&P, PG. 85 \-' `..`\,., CB 0 CP 2.1 17 \'.. �:.� ... L I' Y FFE=71.36 �' ' \- - •\' , • � \.`\:\ \. 20' WATER ESMT. BK. 61 M&P PG. 85 • \ ;+ 1 I \ m \I 1/ %l = Ilk ❑ TO BE ABANDONED BY SEPARATE INSTRUMENT. ;r 1 Jr, .._ -�. \ ❑ 35' PUBLIC UTILITY& EMERGENCY ACCESS ESMT. • ` .' \\ Y ._ { \ A ,,I, /97; - • 4.620 SF __,.11,:1 K. 61, M&P, PG. 85 TO BE ABANDONED BY 25 '� s l' \ - n \ i ♦' l 1 \ ` �s - sso \ \ \ ! l / i 1 ; \ ..\'. \ SEPARATE INTRUMENT. �� ' \`.; \ ♦ `` \ FFE=71.67 � \ \.,•, \\, ,\ , '\ ,` / poi \` >\ 1' -* �, �3 Z \' �„ \I`„ ♦ 1 (,FP -71.00 _ ', \`\ , \ rl; ti / /' I I l l' ,;. ®30' SEWER ESMT. BK. 61, M&P, PG. 84 / 7 h / ./ ' �\ \ \;\ \ ❑5 20' WATER ESMT. BK. 61. M&P, PG. 84 `�• - ♦✓--4,622 SF /,. 55 \ 1t, /',i' ; ©35' PUBUC UTILITY& EMERGENCY ACCESS ESMT. \♦ ; 1-1 3 _ \'ijK. 61. M&P, PG. 84 \ a ♦;:. _. m�N m . too °G - FPE=71 69 / y�. w `\ \ l \, 7 10' PUBUC UTILITY ESMT. PER FINAL PLAT o` H=4' 14 \ '\ j' �� 16 i, _ i \ ❑ 2 �.\ \ ' -, m m/ 21, .. 9 i_ l/ 'n 4j1 23 it 5444 SF-, PUBLIC SEWER ESMT. PER FINAL PLAT 3 % t ♦ ; 5,796 SF'; 1 22 / ': 1 (WIDTH VARIES 30'-34.39') \ J# ♦ 1'-601 SF FFE= 6.80 ', N s - i r T 56.27 LF EXIST NG 9 35 EMERGENCY & PEDESTRIAN ACCESS ESMT. J 11 FFE=72.84 / ' f I ❑ FPE=7 .17 J /! 30 CMP DRAINAGE CULVERT l PER FINAL PLAT � '-� ` I , ti ,FPE=77 83 r- e • \ : 1 l / 11 . \ •.` \ ', , / 1 : S ' ` ` ,'� _�73 ✓'�, - 2 -", / Q r'' �i---8-_•='� -- 1 _ 12 \�• - \/ �\ / /; STORM 1 1 I 1 '; 410 20 PUBLIC WATER ESMT. PER FINAL PLAT _ `� / r � / �. / 1 , , 7 �: ti0 t5_�•\ ('" �- I � �i;\ � .;j - \ 1 �� .'. / ;DRAIN-1 5 ,1 ,\ � S T 1 I • ', , tie 3 PN , / I + \ 14 .. \ \ : /XISL�RIPRAP SPILLWAYL0� / 0 5.936 SF 16 I L - = / / \ \ EX. INV=2859.90 1 s' i \ > BVC ties° .. HBONE p 73.5 SMH 4b6 1 \ FFE= 3.23 X1.1 / { \ 10 _35' 9 \ SE W� R i' 12 =72.56j/I _ 2 7 -x'I/ /� �? /ry 78.99 c� SM-8 ,3p2 RZZUC S1REE� a�i 2 /?�s, r I 1 ,\ B' 5 ,t / INV=2859.90 °-'I, �' ,r•" _V _ri i / - iwoJ \ \4 \..\ �,.1j' �I9,�,\� 1x1:1 / EX. IN 2V 859.90 \\ 5 VT t >. rye�o w� y PYl -BA LLCOURT \ i • C.A."A" 1 �' - r �7.'; 1 1 2995 / SDMH p01 ,y 71.50 - SD 1 _ - I • r r PRIVATES NE , 7 fC3il { . \10 11 _ _ _ -. - GE- �F r ,i ` r4,649 SF � 1 4�500 SF 4,553 SF" , 5.045 SF, 8 i i \ " � ww � - tt ) XIST. 30" CMP .. I� 7/ 6 FFE-80.10 ?ems F 34 FFE=76. FFE=75.07 1 2X • 2 =C.A. i aw n, J �• ,} s". \Y �, 6,618 SF ',�1 FP A9.4 I =77.67 E=76. Fp 4./0 SMH /01 4 11 . 12 �W `yS� - - i so } \ LOT 1 . � �c... � � FFE=62.67 .\ ,\ ALL - -- k _ _ ' 7i r \ W 1 STORMc-Zoos-o ' _ EASEMENT DETAIL AT CO L>�d`� H-2' 12�RET. / - / ti 14 - 56 tfMON AREA "A" �• I ?� L, ` A 5 RAN-1 . 1 v o -\ / 13 i A 5 368 SF- { 3 (1 ' ? 5-3440-39 13 �' SCALE 1.=�, 1> _ 5 ti)f - 11 Jl ; SMH j'02 7 FPE-731\ WSE=72.07 �''------- 4 r � � PROPOS ASIN 11 16 • 2�- 1- . -:_ i r': ! g'1 - '1 - _ SEE TABLE 41 SHL4 "i ✓•� 'Q ,_ :.gym - - -- cg "INV=69.08': y _' I � 0 0 f 5,266 SF; $$ .. \ > - I ,NOTE: HOHOKAM MESA, VISTOSO TOWN / 3 1 i 7300 L.. $ No, / - __ 3 /i;; - 4. 6 3./ n oY. l CENTER RANCHO VISTOSO - a• / �!i RETAINING W p i i ZR� FPE 73.69 ` \ o I NEIGHBORHOOD 6 (BK. 61, PG. 84) Z r l HOA OWNS AND WILL CONTINUE TO I {' BE RESPONSIBLE FOR MAINTENANCE OF / yC A. "A r� � � \\{� ~W EXISTING 30 IIGAT DRAIVISTNAGE PIPS F f3 ✓�\ (o \` �\ EXISTING - -bts -- ` - \ • \ , ARCHAEOLOGICAL A\� 0 9�oV1 Y \S' FP =74. 7 \\ r1 MAINTAINING THE OUTLET POHOA WILL BE RESPONSIBLE RON OF i SITE PERIMETER - WALL �• " « 1 /.� / t 1� THE EXISTING 30" CMP DRAINAGE PIPE. < � 41' W 1 Sly 55. a ♦ �r NOTE: 1. CONTRACTOR TO VERIFY LOCATION OF EXISTING ARCHAEOLOGICAL WALL WEEP HOLES A' \ I 2. CONTRACTOR TO VERIFY AND PROTECT EXISTING ARCHAEOLOGICAL WALL AND FOOTINGS ?( ;' ' Bj' �• ?4qj ` \ �\N37y0�80' , •1 \\ �� \:\�: �� H F/ 3,•�S�7IgV,' E l ,1�/ i 4w� PUBLIC SEWER MAIN PIPE TABLE WT11 SIZE MATERIAL LENGTH SLOPE BEARING G-2006-056 8" PVC 267.47' 0.93E S46' 06' 27.59"E 5M-2 8" PVC 17.147' 0.45E N48- 38' 49.51"W SM-3 8" PVC 71.36' 1.09E S45' 38' 49.60"W 8' PVC 118.36' 0.53E N07' 18' 37.45"E M-5 8' PVC 1 131.22 0.44E NOD' 47' 49.48"W SM-6 8' PVC 61.93' 1.00E NOD' 47' 50.33'W SM-7 1 8" PVC 85.59' 0.50E N78- 49' 18.40"W SM-8 8" PVC 237.75' 0.47E 1 N59- 55' 32.35"W PUBLIC SEVER STRUCTURE TABLE MANHOLE / STRUCTURE DATA IMS-3440-39 RIM=2874.00 INV. IN (NW)=2B61.65 INV. OUT (SE)-2861.65 SMH 1 RIM=2871.63 INV. IN (N)=2862.63 INV. IN (SW)=2862.63 INV. OUT (SE)=2862.43 SMH 2 RIM=2872.58 INV. OUT (NE)=2863.41 SMH RIM=2870.58 INV. IN (W)=2863.46 INV. IN (N)=2863.36 INV. OUT (S)=2863.26 SMH 4 RIM=2869.26 INV. IN (N)=2864.04 INV. OUT (S)=2863.94 SMH 5 RIM=2868.66 INV. OUT (S)=2864.66 SMH RIM=2872.60 INV. IN (NW)=2863.99 INV. OUT (E)=2863.89 OV 1700068 aNEY E VILLA�E ° t 7 , _ SLOPE E oeE - I FINAL SITE PLAN FOR V �j a e♦ ERVE vv �� j STABILIZATION 4 Sp�151�� I `�� / _ toy - r�� VIEWPOINTE II AT VISTOSO TRAILS ♦ �. 61. PG. 84 \��i� X NING: P.A.D. TOWN CEN7ER__ ��♦ ��~'�^^��.__� i /SE CORNER OF LOTS 1-45 AND COMMON AREAS 'A' (COMMON AREA) h •B• (OPEN SPACE) -' \~~^'~ ♦�� -�� SECTION 25 BEING A RESUBDIVISION OF THE RETREATS AT VISTOSO CONDOMINIUMS, ' If VISTOSO TOWN CENTER, RANCHO VISTOSO - NEIGHBORHOOD 6 RECORDED Engineering Planning S�r�.eying 5as44 IN MAP BOOK 61 PAGE 85, WHICH IS A PORTION OF The Land ... p. Arahiteatur. Urban Design 01 401 80' 20' RCMT W SECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G. & S.R.M. WLB OHiaea located and o Tucson, Phoenix TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA 4444t/, AZ and Las Vega., NV Group T c.' East zonna9raaOway (c (520) 881-7480 NOVEMBER 2017 REF. CASE is OV1601683 NA o WLB NO. 185050-MT-17 OV1205-28A Q:\185050\MT-17 - Matt-6C 04 P! ttno 04 FSP FSP RV6C-02-03 d.q RVAL' 1' oP1Rcs 6/20/2MV CONTOUR INTERVAL' 1' SCALE: 1"=40' SHEET 3 OF 6 STORM DRAIN STRUCTURE TABLE STRUCTURE / STRUCTURE DATA GRATE(S) CB 0 CP 1.1 O RIM/GRATE=2871.83 INV. OUT (NE)=2869.00 1 CB 0 CP 2.1 RIM/GRATE=2867.57 INV. OUT (NW)=2857.00 4 ® RIM/GRATE=2872.77 INV. IN (SW)=2866.18 INV. OUT (SE)=2865.68 N/A STORM DRAIN PIPE TABLE RUN SIZE MATERIAL LENGTH SLOPE BEARING SD-1 1 24' RCP 176.11' 3.28E S60- 28' 39.77"E SD-2 18" SRP 84.05' 3.36E N55' 28' 04.79"E SD-3 30' CMP 47.57' 10.51E N29' 23' 10.40"W �5' BLDG. SETBACK HP=PE-0.25' HP=PE-0.25' HP=PE-0.25' HP=PE-0.25' FT-T 10' 50' 10' PUE RIGHT-OF-WAY PUE I I �2 2' 14' CL 14' 11' I 1 4' 3' TRAVEL LANE TRAVEL LANE 1 i I I I I i 2% 1 2x PER P.A.G. STD. DET. 200 REVISED SEPT. 2012 3' A.C. OVER 5' A.B.C. WITH 6" REVEAL 0 SEWER A TYPICAL ROADWAY CROSS SECTION N.T.S 1 10' 50' 1 10' I PUE RIGHT-OF-WAY T PUE I _j2' 2' 14' CL 14' 11' I I 14' 3. TRAVEL LANE TRAVEL LANE I j VARIES 12 2% I 2% 2% I VARIES 11 IF �WIDECONCRETE SIDEW WATER WEDGE CURB PER PER P.A.G. STD. DET. 200 P.A.G. STD. DET. 209 REVISED SEPT. 2012 3" A.C. OVER 5" A.B.C. WITH 6' REVEAL (TYP.) 0SEWER B TYPICAL ROADWAY CROSS SECTION N.T.S. 1' OVERBUILD I` 1. OVERBUILD-1I-- D50=6" RIP RAP \ T=2D50 OVER MIRAFI FILTER FABRIC \ TYPE 14ON in D50=6" ROCK FACED i� \' 1.5' MIN. SLOPE PAVING ON 6" I � } CONIC. BASE WITH 6' X �11'4� 6'-1.4 X 1.4 WWF EMBED SLOPES BETWEEN ROCK TO A DEPTH OF 3' 2:1 & <2,98:1 OR FLATTER SLOPES BETWEEN 1:1 ✓f <1.99:1 -H E--1' OVERBUILD HYDROSEED GRADED SLOPE SLOPES 3:1 OR FLATTER E SLOPE STABILIZATION DETAILS NOTE: ALL RIP RAP TO BE EARTHEN COLORED (SHADES OF BROWN) N.T.S. REFERENCE 2015 P.A.G. STANDARD SPECIFICATIONS SECTION 912 FOR MORE DETAIL Engineering Plonning Surveying Th ejjM Lantl.capa Architecture U ban Design WLB Offices located In Tucson, Phoenix Flagstaff, AZ and Los V.g- NV 4444 East Broadway Group Tu...n, Arizon. (520) 881-7480 0:\185050\NIT-17 - Mlott.my 6C\04 Plottlna\04 FSP\FSP_RV6C-04.dwp 5' BLDG. SETBACK - - I - 1.00% �l III - 1.00% E � I P TYP. I� II� PAD ELEV. (PE) o II o PAD ELEV. (PE) o �II "o PAD ELEV. (PE) o I'I I K PAD ELEV. (PE) oM oI 5' BLDG. SETBACK TY,P.) HINGE POINTI I-xoffHINGE HINGE POINTIrI HINGE POINT PROPERTY CORNER soe w< ao'� wa �gzg Hit PROPERTYCOF TC +014' TIC +0.14' R RIN JW a,SIDEWALK 2' WEDGE CURB STREET GRADE EDGE OF PAVEMENT NOTE: NO WALLS AND/OR GATES SHALL BE CONSTRUCTED ACROSS THE REAR YARD UNTIL THE FINAL LOT GRADING HAS BEEN ESTABLISHED TO MEET THE 1% MIN. DRAINAGE REOUIREMENTS. OUTLET INVERTS SHALL BE DESIGNED TO MEET THE FINAL GRADES C TYPE "A" LOT GRADING N.T.S. iwo �s1. 1 SLOPE RIPRAP S z�W 4• GUNITE TOE �H A _ 70PI BENCH 1:1 SLOPE - - W $ y^3o 10' VER i/1 - 11WIF TABLE OF PROPOSED BASINS AND OUTFLOW STRUCTURES BASIN O.IN (CIS) 0.OUT (cfs) TOTAL VOLUME (CF) PONDING VOLUME (CF) 100-YR WSEL (FT) PONDING DEPTH (FT) TOP ELEVATION (FT) BOTTOM ELEVATION (FT) OUTLET STRUCTURE BLEEDER PIPE (12' PVC) 1.1 15.4 12.0 5.006 3,766 2873.00 1.5 2873.50 2871.50 E 4 CB W 1 EF1 GRATE;1-18" SR N/A 5.0 28.4 21.2 11,570 9,173 2850.00 3.0 2851.00 2847.00 1' W'IDE BROAD CRESTED WEIR N/A AS NOTED 00% �•DDX �7WEEP uux i 1yx roux il 1.0 f.uux i�i 1.vux Cl 50=6" ROCK FA RETAINING WALL HOLL WEEP HOLE WEEP HOLE WEEP HOLE SLOPE PAVING ON 6 IN WALL O FG CONIC. BASE EMBED PER PLAN I I IN WALL 0 FIG AS NOTED TYP. I I IN WALL ® FIG I I AS NOTED (TYP.) I ROCK TO A DEPTH169 AS IN (TYP. si ( ) o }xo AS NO (TYP.) o} K IEEP HOLEFIG rMH PE-0.25' o �I'f 8MIN HP=PE-0.25' r• HP=PE-0.25AS NOTED (TYP.) ELEV. (PE) PAD ELEV. (PE) PAD ELEV. (PE) LHING-EPOINT g G. HP=PE-0.25' B' ETBACK TRACK x II HP=PE-0.25' K�TEYRPROPERTY INCE POINT I I PROPERTY + HINGE POINT N I� H, INGE POINT ��TSECTION A -A CORNERTC +0.14C +0.14' is PROPERTY CORNER cc g, 2' WEDGE CURB 2' WEDGE CURB STREET GRADE EDGE OF PAVEMENT NOTE NO WALLS AND/OR GATES SHALL BE CONSTRUCTED ACROSS THE REAR YARD UNTIL THE FINAL LOT GRADING HAS BEEN ESTABLISHED TO MEET THE 1% MIN. DRAINAGE REQUIREMENTS OUTLET INVERTS SHALL BE DESIGNED TO MEET THE FINAL GRADES. D TYPE "B" LOT GRADING N.T.S. CULVERT SPLASH PAD (L) 6' THK. X S DEEP CONIC. CUT-OFF WALL ROCK RIP -RAP CULVERT SPLASH PAD (L) SPLASH PAD (N) D50=(SEE TABLE) SPILLWAY/CHANNEL ROCK RIP -RAP VARIES 4 3, D50=(SEE TABLE) OVER MIRAFl 1 / DEPTH (D) OVER MIRAFl FILTER FILTER FABRIC FABRIC TYPE 11 TYPE 140N �RCK �RA A -- FLOW 3 6' THK. X 3' DEEP o D50CONC. CUT-OFF WALL SECTION "B" DEPTH D OVER MIRAFI FILTER SECTION "A" ( ) FABRIC TYPE 140N PUN SPLASH PAD ® STORM DRAIN OUTLETS F SEE TABLE 4.4 N.T.S. TABLE 4.2 TABLE OF POST -DEVELOPED DISCHARGES CONC. POINT DRAINAGE AREA AC) 2-YEAR (CFS) 10-YEAR (CFS) 50-YEAR (CFS) 100-YEAR (CFS 1.0 7.6 5.6 22.1 35.6 42.1 1.1 2.6 2.8 8.0 12.5 15.4 2.0 4.9 9.8 19.7 31.1 35.8 2.1 3.7 8.3 15.7 24.2 27.7 3.0 0.8 1.0 2.7 1 4.7 5.4 4.0 0.6 0.7 2.0 3.4 3.9 5.0 3.8 8.2 15.9 24.7 28.4 5.1 3.4 7.7 1 14.6 22.4 25.7 TABLE 4.3 TABLE OF PRE -DEVELOPED DISCHARGES CONIC. POINT DRAINAGE AREA AC 2-YEAR CFS 10-YEAR CFS 50-YEAR CFS 100-YEAR CFS 1E 8.2 6.7 24.2 38.9 45.9 2E 3.9 2.8 11.0 18.2 21.5 3E 1.2 1.5 3.9 6.7 8.0 4E 0.7 0.9 2.4 4.1 4.9 5E 1.3 1.6 4.3 7.4 8.8 6E 2.9 3.4 8.0 14.6 18.4 TABLE 4.4 RIP -RAP APRON RECOMENDED DIMENSIONS CULVERT APRON APRON APRON APRON RECOMMENDED CP DESCRIPTION LENGTH (FT) WIDTH (FT.) WIDTH (FT.) DEPTH ROCK SIZE L WI W2 (IN.) (IN.) 1.1 1-24' RCP 12.0 3.5 15.0 24.0 12.0 2.1 1-30" CMP 15.0 4.5 18.0 24.0 12.0 5.1 1-30' CMP 17.0 4.5 25.0 30.0 15.0 NUIL: SEE PLAN FOR ACTUAL DIMENSION OF RIPRAP APRONS 10' FRONT BLDG. SETBACK (TYPICAL), PROVIDED THAT A DRIVEWAY AT LEAST 20' IN LENGTH IS MAINTAINED ON THE - PROPERTY. 5' REAR BLDG. SETBACK LINE (TYPICAL) LOT LINES 0'-5' SIDE BLDG. SETBACK (TYPICAL) GLOT SETBACK DETAIL (FOR RLFERENCE ONLY) N. T.S OV 1700068 FINAL SITE PLAN FOR VIEWPOINTE II AT VISTOSO TRAILS LOTS 1-45 AND COMMON AREAS 'A' (COMMON AREA) do 'Be (OPEN SPACE) BEING A RESUBDIVISION OF THE RETREATS AT VISTOSO CONDOMINIUMS, ' VISTOSO TOWN CENTER, RANCHO VISTOSO -NEIGHBORHOOD 6 RECORDED rF 54sa IN MAP BOOK 61 PAGE 85, WHICH IS A PORTION OF ROMTM WU SC SECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G. & S.R.M. TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA NOVEMBER 2017 REF. CASE k OVI601683 NA u' WLB NO. 185050-MT-17 OV1205-28A ovn s e/m/smg SCALE: NTS SHEET 4 OF 6 9110 10+00 11+00 12+00 13+00 13+50 2884 PELOTAZO PLACE ROW 2882 � I // 28$0- I / \ I -2E 2878 - _. -. /---_. 00° __ \ - - __. •- 1 ;.. -- / - \-. .. - --- _.... --� �" -_-_._ ,_- __. _ .2878 ®o N \\ m \\ EXIST. GRADE 2876 --._. - -._ --- \\\\� .__ _...---ASIN w IPE % -- -- -._- \PIPE _-..... 2876 1.1 S 3� EE z m Q I GRADE 0 PACT TO 95% OF DRY DENSITY DETERMINED rn 2874 TABLE 4.1 z v> ¢ \ ! IN ACCORDANCE WITH ARIZONA 2874 iD W I METHODS PRIOR TO TRENCHING 0 2872 -- -- - - FOR STORM DRAIN. (TYP) 2872 / 287 --- --'-- --- i -- 2E � / 2868 . - _ .-. - B4. - I - - _ _.. ___-_ - -. '_ , _---SLOPE E ._ 2868 . O J6 2866 2866 $ 2864 0 `$ � � II / i 2864 If 2862 z CF, w u OJ Bx. P J STA. 12+60.05 NEW 18' SRP 2862 INV.=2859.90 10+00 11+00 12+00 13+00 1 1STORM DRAIN-1 SCALE H:1"=40/V:1"=4' 10+00 11+00 11+50 9+.50 10+00 11 -- 7 � 2878 I 2876 - o\ \ JI 2874 d o \ r Ogv^i\ 3 mod 2872 �I 287 - �'--FINISH GRADE 9-- \ PIPE PIPE EL 2868 vil -- i 2866 I ----- _ -SLOPE E mm STABILIZATION 4 m 2864 EXIST.I GRADE 0 11 Ok 0 2862 rt � - V / .PIPE � - o ....,... 2858 47.57' LF. 30" CMP_ 2858 W 0 10.51% I 2856 -- -_. z W.__. -- 3I.:_._...r ._. 2856 0 2854 2854 2852 3 2852 i STA.10+87.57 / 2848 NEW 30' RCP _ -_ - _ 2848 INV.=2852.00 I 2846 J RIP -RAP I 1-0 0 2846 4 APRON 28, -_. 6- THK. CONCRETE CUT-OFF WALL AT !----_. -_.-. 2844 DOWN STREAM SIDE OF APRON Irl:nMI11 AT B LOTS TABLE OF CONSTRUCTED CHANNELS PROPOSED CONSTRUCTED CHANNEL PAD PER PLAN 4' THK, X-SEC Ojcb) Vjf s) Po d D SLOPE(%) Bw SS n D �fb GUNITE Xi.i .7 7.68 1.0'1.35' !Ni0.7' 15.27 8' 1 0036 SS -- ---�- I SS << SLOPE E X1.1a3e 2.50 1.0' 1.76' 1.0 MIN Cr 3 0.030 1 tt d it `� *�� 1x STABILIZATION 4 X1.16 �6.9- 4.52 1.0' 0.87' 1.87' 3.0 MIN 0' 310XIAC84 _ 3.84 0 0.036 W r 1 4 *PRO-RATED -SEE DISCHARGE VALUES CALCULATION SHEETS IN HYDRO REPORT -APPENDIX B FOR MORE INFORMATION FLOW LINE OF -SIDE SLOPES STEEPER THAN 3:1 SHALL BE RIP -RAP IN ACCORDANCE TO SLOPE STABILIZATION DETAILS 'ter SLOPE PAVING/ m ✓� SPILLWAY- '�: �/!�///✓///// FILL &COMPACT SLOPE E STABILIZATION 4 COMMON - TO 95% DENSITY 1X AREA "A' EXISTING ARCHAEOLOGICAL WALL TO REMAIN. • o 2' MIN. OVERBUILD NOTE: o / m �1 0 < 0.5' 1. CONTRACTOR TO MAINTAIN 2' MINIMUM OVERBUILD AND EXTREME CARE TO BE USED w EXISTING / _ o z LOT SCREEN WALL PROPOSED I DURING EXCAVATION GRADE 4- T14K. CHANNEL I 2. CONTRACTOR TO VERIFY AND PROTECT GUNITE LOTS 1-9 SEE TABLE 5.1 EXISTING ARCHAEOLOGICAL WALL AND FOOTINGS FLOW LINE OF OCK z ---PAD PER PLAN --FACED ------r� SECTION // n 3 A N.T.S. SLR E PAVING SPILLWAY FILL & COMPACT TO 95% DENSITY G`\� ' ' EXISTING / 12 ' cs W \ N ai T W, ®m N 3 FlNISH GRADE - mom �I W PIPE O{ 3I ` EXIST. GRADE 0 -... z <n& & W PIPE { _ SLOPE c .o m 2868 o `D � o t a7 2866 1 w =• I 9+50 10+00 11+00 11+50 2 STORMDRAIN-2 SCALE Engineering Planning Surveying The Londecape Architecture Urban Deelgn WI offices located In Tucson, Phoenix L Flagstaff, AZ and Lae Vegas, NV 4444 East Broadway Group Tu ceon, Arizona (620) 881-7480 0185C50 MT-17 - Mattarr6C C4 Plattin 04 FSP FSP_RV6C-05.dw �Jg3, 0 !, .Tp, 2862 2E O m STA. 10+96.42 u . NEW 30"_ RCP -_------ 2858 z INV=2860.00 --------2856 i __.._ - -_ --- - ----'� -- --- _ _--_-- 2854 _ J RIP -RAP 4 APRON _---------- 2852 STABILIZATION \, J 2' OVERBUILD n SECTION AT LOTS WITH V-DITCH CHANNEL (X1.1 a & X1.1 b) WEEP HOLE L SEE TABLE 5.1 N.T.S. AT "B" LOTS LOTS 14-15, 20, 22-23, 11 5. VARIES EXISTING ARCHAEOLOGICALWALL TO REMAIN. 25, 26-27 AND 32 DRAINAGE (5'-8') NOTE: -PAD PER PLAN 1% BARRICADE RAILING SEE TABLE 5.1 1. CONTRACTOR TO MAINTAIN 2' MINIMUM SLOPE E PER P.A.G. STD. DTL 105 OVERBUILD AND EXTREME CARE TO BE USED 1 STABILIZATION 4 EXISTING GRADE °O 1.3 FILL &COMPACT �. �1 FILL & COMPACT TO 95X DENSITY NEW SCREEN WALL ACTOR TO VERIFY ANDPROTECT VARCHAEOLOGCAL WALL AND FOOTINGSTO 95X DENSITY / �______ _ _ __ LDURINGEXCAVATION u FLOW LINE OF ROCK FACED SLOPE PAVING SPILLWAY LOT 7 PAD=79.43 ROCK FACED SECTION EXISTING \ RETAINING (S � \ SLOPE PAVING ON 6 CONC. BASE WITH 6' X B GRADE N.T.S. VARIES' \, ROCK4T0 A DEOF 3D (1'.03-2.62' MAX.) CHANNEL (X1.1 SECTION AT LOT 7 F C) SEE TABLE 5.1 N.T.S. COMMON AREA "A" LOT SCREEN WALL Wiz nz� LOT 32 AND LOT 33 PAD PER PLAN"_-- - ' �3 SLOPE E i PER MOORE RD. ' STABILIZATIO 4 IMPROVEMENT PLAN 1X \�� EXISTING GRADE BARRICADE RAILING PER c y 2' 2' > P.A.G. STD. DTL N0. 1D5 o 2' OVERBUILD i2 �^ 3^^ �3 4" THK• GUNITE 0.5' 8 �1 \ ^ BOTTOM WIDTH � w / g SEE TABLE 5.1 SECTION �� 3 - - - - - - --,-- N.T.S. ' DRAINAGE 7 SWALE - COMMON WEATHER CLASS DRIVE AREA 'A' D50=6' ROCK FACED SLOPE PAVING ON 6 CONC. BASE WITH 6" X I 6'-1.4 X 1.4 WWF EMBED ROCK TO A DEPTH OF 3' LOT SCREEN WALL = 64 n SECTION AT CHANNEL (X1.11 LOT 44 AND LOT 45 PAD PER PLAN = W� z3 a `� EXISTING V SEE TABLE 5.1 N.T.S. ----.......... ------- - ------ I� -)�--- --GRADE ----___- J� i SCOPE _ E �1 I Vq 3 A.C. OVERA.B.C. n 2848 / 4.1 TO DES 5 OV 1700068 O FINAL SITE PLAN FOR 41 10+00 11+00 12+00 4' WIDE CON`. SIDEWALK VIEWPOINTE II AT VISTOSO TRAILS �%Y• , ? . , 3 STORM DRAIN-3 PER P.A.G. STD. DTL zoo LOTS 1-45 AND COMMON AREAS 'A' (COMMON AREA) & 'Be (OPEN SPACE) SCALE H:1"=40/V:1"=4' CONIC. WEDGE CURB PER P.A.G. STD. OTL 209 BEING A RESUBDIVISION OF THE RETREATS AT VISTOSO CONDOMINIUMS, SECTION UD VISTOSO TOWN CENTER, RANCHO VISTOSO - NEIGHBORHOOD 6 RECORDED " IN MAP BOOK 61 PAGE 85, WHICH 1S A PORTION OF su b N.T.S. `ROBERTw V SECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G. & S.R.M. �00 TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA �1�+• NOVEMBER 2017 REF. CASE % OV1601683 NA WLB NO. IM50-MT-17 OV1205-28A MKS 6/30/ZOI9 CONTOUR INTERVAL' 1' SCALE AS NOTED SHEET 5 OF 6 In 62.03 6'ly�(' ' X 1 )• TOP p EEP BARRICADE RAILING PER Cp 1?' C, CUT P.A.G. STD. DTL NO. 105 D50=6" ROCK FACED PAVING FLUNG p� E B4SlN WALL 6 SLOPE ON 6 CONC. BASE WITH 6' - - 10, WL0)H 2851.00 TOP 1' 19.5' _ 6'-1.4 X 1.4 WWF E ED _ 11 \ ep 54.55 87p 2847.00 2849.00 ROCK TO A DEPTH 3" ., "• TOP TOP OF BASIN=2851 T� 28 LF. X 6' THK. X 3' DEEP BARRICADE TOP 52.55 TOP - ----BOTTOM - - - CONCRETE CUT-OFF WALL P.A.G. STD. DTL N . 105 DTL NO. 105 TOP 51.55 3 1 I -N ,- - 3 1 MATCH ` INV 11.55 NV _BDITOM-OI^B_ASIJ=2 - . FLOW _ ; FLOW a EXIST. GRADE � / � � - - -_ MATCH EXIST. N----------�-- I E %-D50=12' RIP RAP 38' LONG X 7' TALL X 12" THICK / tl'EXISTING GRADE � -,' T=2D50 OVER FILTER FABRICMIRAF TYPE BROAD CRESTED CONCRETE WEIR CONCRETE FOOTING 0.5' j m 140N BROAD CRESTED WEIR CROSS SECTION DETAIL D50=9.5" ROCK RIP -RAP 51142 . 2.55 I V MATCH A OVER MIRAFI FILTER I V EXIST. N.T.S. FABRIC TYPE 140N - 38' 52 5 D50=6" RIP RAP INV T=2D50 OVER MIRAF 12.5' 13' 12.5. FILTER FABRIC TYPE 6.5 g' 1' ; IN,S BARRICADE RAILING P.A.G. STD .DTL PER NO. 105 Bp 6' 7T k10� 5155 52. 5 INV TO OF BASIN= 851 = 0.33' NOTCH L'1 B' PLUNK IN N CNgNN� 6,4SI ` =284 �'T U 5 p.iv MATCH EXIST. DUMPED BOTTOM_ -OF BAS N 2847 EXIST. . ROCK RIPRAP SPILLWAY . . ABROAD CRESTED WEIR LONGITUDINAL SECTION DETAIL D N.T.S. 4" THK. 0 it _ Z 28 LF. X 6" THK. X 3' DEEP CONCRETE CUT-OFF WALL I - j 38' TOP OF BERM E<FV=2851 125'-` _ 6' 6' In, 0.33' NOTCH r.' 2851.00 2849.DO TO 31-- - TOP 3:1__ BARRICADE RAILING PER P.A.G. STD. DTL NO.105 A 1; TOP BERM ELEV=2851.00 _ 284900 2847.00 285100'- TOP P� BOTTOM -TOP BOTTOM --BOTTOM : 38' LONG X T U.X 12" THICK OF BERM OF BERM M BROAD CRESTED CONCRETE WEIR I 050 9.5' ROCK RIP -RAP OVE MIRAFI FILTER _ - F IC TYPE 140N WEIR DETAIL WEIR DETAIL ROADCRESTED e A'DEPTH ELUNGE BASIN DETAIL U N.T.S. ARRICADE RAILING PER .A.G. STD. DTL NO. 105 CONC. BASE WITH 6" X 69 1.4 X 1.4 WWF EMBED ROCK TO A DEPTH OF 3' 1 m a �d �d O o m m 99 ♦� y�l GRADE CLASS CUTOFF T a r (�y WWF 2" 17' I CUTOFF E SECTION-E N.T.S. BARRICADE RAILING PER 4" THK. 0.5' 62.03 P.A.G. STD. DTL NO. 105 a m GUNITE TOP 050=6" ROCK FACED w w SLOPE PAVING ON 6- CONIC. BASE WITH 6" X = Z 6'-1.4 X 1.4 WWF EMBED ROCK TO A DEPTH OF 3" ? o 11 PLUNGE BASIN VARIES U ;FILL k COMPACT VARIES O5' ;T0,95x DENSITY FILTER FABRIC TYPE 140N T=2D50 OVER MIRAFI owr� rnvuvo nv o FILTER FABRIC TYPE CONC. BASE WITH 6" X 140N 6"-1.4 X 1.4 WWF EMBE ROCK TO A DEPTH OF FSECTION-F N.T.S. OF DRAINAGE CHANNEL 15, PLUNGE BASIN 52.55 EXISTING GRADE 1526q INV 1' 51.55 INV BASE WITH 6" X X 1.4 WWF EMBED TO A DEPTH OF 3" T=2D50 OVER MIRAFI FILTER FABRIC TYPE 140N G SECTION- N.T.S. WWF 2" FROM BOTTOM OF CUTOFF WALL 1.34' 1.67' -1 GRATE PER PC/COT STD. DTL 311, ^EFFELEV 10 000 0 0 PER PLAN OUTLET INVERT PER PLA IIIIIIII II'IIII •. I SECTION B-B 1.0 EF-1 GRATE PER 1 PC/COT STD. DTL 311, ELEV PER PLA �' OPTIONAL LOW -FLOW 0000000 ORIFICE, DIA k INVERT PER P - OUTLET INVERT 111-1 I I I I ' PLA \ " SECTION A -A A OUTLET PIPE, MATERIAL AND SIZE PER PLAN A OUTLET PIPE MATERIAL AND m SIZE PER PLAN 0 1.01' 0.99' EF-1 GRATES PER P.A.G. STD. DTL 311 PLAN H MODIFIED TYPE-4 CATCH BASIN N.T.S. OV 1700068 FINAL SITE PLAN FOR VIEWPOINTE II AT VISTOSO TRAILS LOTS 1-45 AND COMMON AREAS "A' (COMMON AREA) k "8" (OPEN SPACE) BEING A RESUBDIV[SION OF THE RETREATS AT VISTOSO CONDOMINIUMS, VISTOSO TOWN CENTER, RANCHO VISTOSO -NEIGHBORHOOD 6 RECORDED �4 � IN MAP BOOK 61 PAGE 85, WHICH IS A PORTION OF naeERr w � SECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G. k S.R.M. SDUp1Qtc - TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA ' � NOVEMBER 2017 REF. CASE k OVI607683 NA U �rsEs e/x/zo:o WLB N0. 185050-MT-17 OVI205-28A CONTOUR INTERVAL $CAIF: NT$ SHEET 6 OF 6 GENERALNOTES 1. TOTAL AREA OF ALL NEW IMPERVIOUS SURFACES INCLUDING PAVEMENTS, SIDEWALKS, HARDSCAPE AND BUILDINGS IS 1.75 AC (76.058 S.F.) 2 TOTAL VOLUME OF RAINWATER HARVESTING PROVIDED IS 4,318 CUBIC FEEL 3. RAINWATER HARVESTING MEASURES EMPLOYED FOR THIS DEVELOPMENT CONSISTS OF THE FOLLOWING: r RAINWATER HARVESTING BASINS DEPRESSED LANDSCAPE AREAS 4. ALL RAINWATER HARVESTING MEASURES SHOWN ON THIS PLAN SHALL BE INTERGRATED INTO THE LANDSCAPE INSTALLATION AS WELL AS THE SITE GRADING CONSTRUCTION. 5. ALL LOTS TO BE GRADED IN ACCORDANCE WITH THE TYPICAL FRONT YARD WATER HARVESTING DETAIL BELOW. DRIVEWAY AND LANDSCAPING MAY BE MIRRORED. 6. EIGHTY (80) PERCENT OF ALL AREAS WITHIN LINEAR BUFFER YARDS, RECREATION AREAS AND COMMON AREAS TO BE GRADED TO A MINIMUM FOUR (4)INCHES FOR RAINWATER . HARVESTING PURPOSES. 7. ONLY THE LOT GRADING SCHEME(S) IDENTIFIED WITHIN THE APPLICABLE GRADING SCHEME TABLE SHALL BE OFFERED TO THE INDIVIDUAL HOME BUYER FOR EACH LOT LISTED. TREES ERCDUM FLORDUM BLUE PALO VERDE------- CERCDIUM FOOTHILL PPLO VERDE CMCDIUM MCROPHYLLUM FOOTHILL PALO VERDE -- CHLOPSIS LNEARIS ARRENJONES'. DESERT WLLOW WARREN JONES OLNEYA ESOTA RONWOOD OLNEYATESOTA RONWOOD - -- -- PITTECELLOBIUM FLEXICAULE (EBENOPS ) _ TEXAS EBONY PROSOPIS VELUTNA VELVET mEsourTE PROSOPIS VELUTNA __ VELVET MESQUrTE SHRUBS AGALAACUNSIMLAA VVHITErH0RNACACW _______.___.� CATC[AW7J`71CUC --'— DE ERT MLI(WEED --- - PINK FAIRY DUSTER - YLLOE SLQERVIIASSUC""'--'-- DESERTlVZKBERRV--+ GREEN}TG�SEEDBOSH- ` JUSTDIA CHLFORNCA CHUPAROSA -�- TEXAS RANGER CI.NRRON BLUE RANGER — TENAZA SIERRA SPARKLER SAMDND HNENSIS JOJOBA TYPHUS OBTUSIFOLIA ACCENTS CARNEGEA GrANTEA _— SAGLIARO D?.4A DNWHEELERI _ DESERTSPOON EUPHORBl4 ANTLSYP HYlf f ICA CANDELLLA -. __...._ FEROCACTUS WIS _ NY FISH-HOOK BARREL FOUQUIERYWSPLENDENS OCOTILLO HESPERALOE PARVFL RA A---_ RED YUCCA _ NNA MCROCARPA BEAR GRASS e RAINWATER HARVESTING PLAN VIEWPOINTE II AT VISTOSO TRAILS "A" (COMMON AREA) & "B" (OPEN SPACE) OV 1700068 I M� N � in _,c A - Dd 0O Z 0. o ,� -cgs ooa 33 34 35 36 37 38 39 40 � � 1 28 "A' 41 27 42 26 43 I 25 44 45 y� . 1 I 2 13 14 15 1 6 87.46' 'I L=67.36', R-MO 724' 7'W 110.28' A-4524'27' V 23 r: 22 7 8 9 _ 10 PARCEL 219-21-627P UNSUBDMDED TONING PAD MHDR r, 20 k 19 It 18 C.A. "B' 17 16 15 4' / 40 N161644'W 90.13' _ ��' 'yam 12 13 N29 2'S5'W 71.54' 11 1.14 PROJECT OVERVIEW 0' 100' 200' 300' N43'56'59'W 8&01' HONEY BEE VILLAGE PRESERVE DIRECTION BK. 51, PG. 84 HOUSE OF FLOW ZONING: P A.D. TOWN TREE CENTER LANDSCAPING i (TYPICAL) v • ` DEPRESS LANDSCAPE AREAS (4' MAXIMUM). gaVgvAY TO CAPTURE WATER FOR RAINWATER HARVESTING <� LOT UNE (TYPICAL) a A NOTE: WATER HARVESTING SHALL BE NO CLOSER THAN 10' FROM THE STRUCTURES FOUNDATION. 1 TYPICAL FRONT YARD WATER HARVESTING NTS PI—inq U s..r,,.,��9 RAINWATER HARVESTING BASINS: d inntT�c PhD gg lx BASIN 1.1: 3,875 GALLONS 518 CUBIC FEET a L♦. V♦Iaw NY BASIN 5A 28,426 GALLONS = 3,800 CUBIC FEET Broatlway (520) 681-7180 _ 'L' ZONING KEY HDR MHDR MDR OS/REC�.n j TOWN CENTER �4 nMAPP.A.D. ZONING ® LOCATION MAP RANCHO VISTOSO A PORTION OF SECTION 25 7IIS, RIX G. & S.R.M., 3"=1 MILE 3"=1 MILE . TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA LEGEND EXIST. MAJOR CONTOUROF SLOPES /z'8g9� EXIST. MINOR CONTOUR `q� PROPOSED MAJOR CONTOUR r SIGHT VISIBILITY TRIANGLE PROPOSED MINOR CONTOUR 4� �• EXISTING RIPRAP (AS NOTED) PROJECT BOUNDARY PROPOSED ROOK -FACED SLOPE PAVING PROPOSED LOT LINE 0 PROPOSED CONCRETE SIDEWALK - - - - EXISTING RIGHT-OF-WAY LINE [._ EXIST. CONCRETE SIDEWALK - - PROPOSED RIGHT-CF-WAY LINE c=_24'===3 EXIST. CULVERT W/ SIZE EXIST. PAVEMENT ® PROPOSED CULVERT PROPOSED CURB & PAVEMENT ® ® E3 13 PROPOSED TEP EQUIPMENT _ - + -S EXIST. PUBLIC SEWER LINE & MANHOLE PROPOSED WATER MAIN & VALVE - -W- -9- EXIST. PUBLIC WATERLINE & VALVE PROPOSED FIRE HYDRANT - - E:YSTING EASEMENT LINE 6 PROPOSED SEWER MAIN & MANHOLE \ - - PROPOSED EASEMENT LINE _ _ _ _ = EXISTING WALL - - - - - LOT SETBACKS (TYP.) Rc-7a67 FINISHED FLOOR ELEVATION - -. - - 10D-YEAR FLOODPLAIN rrE.Tsoo FINISHED PAD ELEVATION PROPOSED SPOT ELEVATION --�� EXIST. P.A.D. OPEN SPACE LINE DIRECTION OF FLOW A A 14 yg 61h' ei ^ QI �� O e e PROPOSED NON -MOTORIZED TRAIL HIGH POINT * DRIVEWAY ACCESS RESTRICTION PROPOSED SURVEY MONUMENT HIOHOKAM ABBREVIATIONS MESA VISTOSO TOWN CENTER AC ASPHALTIC CONCRETE (MIX N0.2) MH/SMH MANHOLE y BOOK 61, PAGE 084, P.C.R. ANG PT ANGLE POINT MIN MINIMUM C TONING: P.A.D. TOWN CENTER BCSM BVC BRASS CAP SURVEY MONUMENT BEGIN VERTICAL CURVE P.A.D. PAG PLANNED AREA DEVELOPMENT PIMA ASSOCIATION OF GOVERNMENTS BW BOTTOM OF WALL PC POINT OF CURVATURE \ >% C.A.COMMON OS CMP AREA CUBIC FEET PER SECOND CORRUGATED METAL PIPE PG P1 PROP PAGE POINT OF INTERSECTION PROPOSED CONC CONCRETE PT POINT OF TANGENCY '�.• \ CP CTRL CONCENTRATION POINT CONTROL R R/W RADIUS RIGHT OF WAY D DEFLECTION RCP REINFORCED CONCRETE PIPE DG OKT DECOMPOSED GRANITE DOCKET REINF RT REINFORCED RIGHT SE CORNER OF SECTION 25 SHEET INDEX ENGINEER OWNER/DEVELOPER SHEET I..___. COVER SHEET THE WLB GROUP. INC. MATTAMY TUCSON, LLC SHEET 2-3.-. SITE PLAN 444-4 E. BROADWAY BLVD. 3561 E. SUNRISE DR., STE./247 TUCSON, AL 85711 TUCSON, AZ 85718 (520) 881-7480 (520) 297-68W ATTN: DAVID LITTLE, P.E. ATTN: JIMMY GAUUN DUITLEGWWBGROUP.COM JIMMY.GAUUNOMATTAMYHOME&COM APPROVAL BY: PLANNING AND ZONING ADMINISTRATOR BY: DATE TOWN ENGINEER DATE OTL DETAIL S SLOPE EG EXISTING GRADE SD-1 STORM DRAIN RUN ELEV ELEVATION SDMH STORM DRAIN MANHOLE ESP EDGE EN PAVEMENT SFrRAjL!PJBjBM 5 9 w �"j ESMT EASEMENT SHT� v (�G'r 7D� EVC ENO VERTICAL CURVE SM-i EXIST EXISTING SRP IPE FD FOUND FFTGE INIIS EDCU ELEVATION SADE THK"H 2017 FPE FINISHED PAD ELEVATION TIN TOP OF WALL GB GRADE BREAK TYP TYPICAL HP HIGH POINT W WII}D v HT or H HEIGHT WSEL WAiH2IJJRFACE•I1fVATKXP........... INV INVERT WWF WELDED WARE FABRIC L LENGTH LF LINEAR FEET OV 1700068 LP LOW POINT LT LEFT MAX MAXIMUMRAINWATER HARVESTING PLAN FOR VIEWPOINTE II AT VISTOSO TRAILS LOTS 1-45 AND COMMON AREAS 'A' (COMMON AREA) & 'B' (OPEN SPACE) o °^^ BEING A RESUBDIVISION OF THE RETREATS AT VISTOSO CONDOMINIUMS, VISTOSO TOWN CENTER, RANCHO VISTOSO - NEIGHBORHOOD 6 RECORDED �234 IN MAP BOOK 61 PAGE 85, WHICH IS A PORTION OF PE7EpRC1I1y0:A4 DAVID Il aM1:I� 11Tne SECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G. & S.R.M. �; .1A✓1 TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA NOVEMBER 2017 - REF. CASE �: OV1601693 WLB NO. 165050-MT-17 DVI205-2&1 o�as 6/30/m a CONTOUR INTERVAL V SCALE: AS SHOWN SHEET 1 OF 3 _ KEYNOTES j' II i.% 4 {� t / t //;l:%ji, / "/'�i \ j l / / / i j%%j/,Itt; / 11I�: :�jl _ _=--r= "Y• - !' 1 t�r` �t Y / �/. 1 PROPOSED 4' WIDE CONCRETE SIDEWALK PER PASM. DTI_ 200 l%; C, rRIFL00D LI ' %,• } - I 'rill/lIl/'%,:j��.i / ` •%/� /�// •%t///N.i/: l/f/// f _� s _/ - - _ 1� 1 -�_." ` �� i ,' I µ t 2Q PROPOSED CURB ACCESS RAMP PER P.A.G.STD. DTL 207, SEE PLAN FOR CURB ACCESS RAMP TYPE ! K. 61 PG 85 \ t / 1, 'i'I,i// t , ,%,„ /.' : !i /,+; !,� - 3 CONCRETE WEDGE CURB 6- REVEAL PER P.A.& STD. DTI_ 209 4. r dl�yy y ,� _1+� G'-jtr,� >i//%/rj-r,M;r-_ r �1$SBDl1?fD 3 �.( I I I I, r'; /,' - OPROPOSED ( ) .'(WILL BE REMOVED AFTER - - }1-28 LF. X 6' THK X3' DEEPT /:'i/.://rT,';j "'(I/rj!/,/ i t//"t - . Yi (� - \' -\ t I / - ARCEL 5 GKV LO.M.R //_ CONCRETE CUT-OFF WALL /r/j !� /, /!/// // ; / . Ill(//r//!/ (r,/,,, , i, /,/ ib /ij_✓- -` _ N1NG .�AQ1%IHD� / 5.00 v 1 Y;' I / 4O PROPOSED CONCRETE VERTICAL CURB (TYPE 2) PER P.A.G.STD. DTL 209 S APPROVED BY F.E.M. �� \ BROAD CRESTED -WEIR, / ///,%/iY i /�u/ ;%;ice I(1111/)Ilflll/ jlrll (� % '!! A i! .`T I I i 11 ``%� r^ .-- -\ BUILDING V �Z1(.. , II,/://TACK t \ \10/.. ,r /•,:;% //i / '/:! �l' l l l! /i �llil l!/ (!lam" =` \ } l ' b EW TYPE CAT BASIN WITH EF 1TO E)GSlING AGRATE S P.A.G. STD. OIL 309. SEE STORM DRAIN STRUCTURE TABLE _ r '.A` / ( (DNEW TYPE 5 CATCH BASIN WITH EF-1 GRATES AND 8' WING BASIN PER P.A.G. STD. DTI_ 310 WITH 5, CONCRETE CURB TRANSITION PER P.A.G STD. DTL 210 (BOTH SIDES). SEE STORM DRAINS STRUCTURE T \ _P {' , �, /,/ ;,/, / , • / l t � I I I 1 , ' I I � ,� r.', ro 1 � � . , � '1 11 - - I / / NEW 4' DIAMETER STORM DRAIN MANHOLE PER P.A G STD. On 302 r / i 4e ` 11 1 ! , m .;, y • o ! I ! (y� i ///; _ NDARY LINE O1yV tit I I I l 7YP. ', 1 ' _ � . � � ' � '' I'` •fp l / ,, ; yJ�-fir ✓� , � ! ; I 90 NEW STORM DRAIN PIPE, SEE STORM DRAIN PIPE TABLE ., 16 ' • bPOSED BASK: 0 tl 'r/,j1, I r /, I'�.1 � s _ � '' ` �- / �,.,\'`;'11,ii?i �l i l'I' ) /v� -j M ��\, _ . v ' „ � ,Y �/ 10 1' WIDE BROAD -CRESTED WEIR SEE DETAIL A. B, &CON SHEET 6. 1•. �'SEETABLE4.1 SHT4,/I+;l `�- _ �DWGZIII 'y - 1''IICA.-B'')11 +.'!/. z;J 1 NEW 4' DIAMETER SEWER MANHOLE PER STD. DTL RWRD 205. SEE PUBLIC SEWER STRUCTURE TABLE - j ' :\ C A • - �J'• .�il.'i I 1 l �y-. ,�''rll�;j h '1 �!, l ' + \ r 1'.'!i l "�' , 12 NEW 8' PVC PUBLIC SEWER MAIN, SEE PUBLIC SEWER MAIN TABLE THIS SHEET bO// �2815 - 1 O MAINTENANCE - L �- s I•III l r /, , / ( �3 "'t. �, �' \ I 13 PROPOSED POINT OF CONNECTION TO E)OSTING PUBLIC SEWER MH IMS 3440-39. - y" 1 " �\ ` ; \! I ' 15 = *j . " , 1O4 12' WIDE STABILIZED SURFACE TREATMENT PER SAD. DTL RED III ) • ACCESS GATE; _ __\'•'? 31.4�- \ 30� �-�_ y� �� , 1�L1111;,11.It11;11 ��'- � 1''1L1 I s, •) , � �� d -_ ` 7 i. : ;5.588 SF'`, } 1,53� SF_ _ 29 - - \. T l' n,l ;' / _ 1 _ a. ` .. r . i- r _ : 6. 1 r4.856\I\ ,�\ 11 \'., \11 :tied / t .':� W , i I - - - ,r• t S bS 20r1/11 PROPOSED RETAINING WALL, HT.-2' TO 4' MAX y '1 16 .."! r � \\wt 111 \\ �:-rSF/ PROPOSED BARRICADE NAMING PER P.A.G. STD. DTL 105. BARRICADE RAILINGS ON LOTS 20. 31 & 32 TO 8 .\. )/\ ` -�'j�' 1 \ 1\\'. \ /!..' �',I NI. _ 7 J TERMINATE AT PROPOSED LOT SCREEN WALL PROPOSED MODIFIED 5' CONCRETE CURB TRANSITION (VERTICAL TO WEDGE CURB) PER P.A.G. STD. DTL 210. - \ - - � - *i• _ -�>.�` \ 1 — _ =78 I' ~�\ 1 \'' \, \�� r ;m,t � It \'ado' 9 / 2i ia.!1 '�" I r I/:i 19 10' WADE MAINTENANCE ACCESS RAMP, SLOPE PER PLAN. - 1 1 6,768•SF1 11 � I / ilil,l G' ! .-� I' I � 16 � SMH 0 �� `�_f� ~ � • � 1 'I;11 � . . ' 9 •! �-••� l;• SMH 11 F T EASEMENT KEYNOTES -. , \ �� `.%l� .�/ �=-_ 1 247X 8 � ��,\�• i ! 141111'„'y,\ !�t '��• Z1�r�� ., .. i �iy I f � 30' SEWER ESMT. BK. 61, M&P, rOPG. 85 TO BE ABANDONED BY B I 4,125 SF - % 76.63.. \ � % 4,952 SF �' \ 7 CB O CP 21 '�'1 17 . I ' SEPARATE INSTRUMENT. _ `7: 12 l 11 I \ Z e \I FFE 4 ' a 20' WATER ESMT. SK. 61, M&P. PG. 85 TO BE ABANDONED BY SEPARATE INSTRUMENT. m 1 ✓ / SMH- /11 C A ' u SMH \ / A 25 i • I wT / r ' 35' PUBLIC UTILITY& EMERGENCY 092 SF,"r. • - `�°q . J} T \ ACCESS ESML BK_ 61. M&P, PG. 85 y � 5i • '� = 1. 6 /f r � N,-�'i�"' . • 'Li' \a TO BE ABANDONED BY SEPARATE SF _ _? k =80.69 ///! 1 I n \k INTRUMENT. 1 \, .(3 >• !/, T/ t�ll 'L 1 3 ,)�� J ` ; `` �• � �\ \ ,. // /:• \ �- / ' /� �', as< 3 \\ , fi ;24 ! s � ` � I . ! • � 030' SEWER ESMT. BK. 61, M&P, PG. 84 `':�\\ /,,.1 t:.' '•,. /75.18:: w`b.'a° ., fi. ,1 •'}�, �%' L..+'''.'10d. - 1 >p. G� 41\,\ / 35 1�.. \� j �,¢$ -� r�•,,J,,ye \,,1 ,1� 6,165 SF�, ! ��_I� iff? 4,.r ,It \,1 1l� „�+�`B lt: 6' \\11C❑5 20' WATER ESMT. BK 61, M&P. PG. 84 �' /' .!\ • : t \� / \ , = 9• =>\ • ` e°O �, f J J' =81 V ' ' j 1J 11,2 :( /" 5,4M SF,� 07 F 1'i ❑ 6 35' PUBLIC UTILITY& EMERGENCY t \, ! > \\., r� • �, SMH 2 �\ /�/ , 1 4,878 SFrI 3 Ej \ /o 1� I+3 '=22r ,� 1'•t a •L,, i. J CA �` I =7 .3 � �,- -\ - _ .46 1 ,' `, •� \1 ( ' / 5796 SF4' � 4,701 SF i FE=7 . 0', �' ACCESS ESMT. BK. 61, M&P, PC. 84 ?•',j ! I -� �..\'�\ `' .•,0p, � 'C. \\\ / \\, r ..\" tvE-82.7911/� r:/a'o'' - \ �`(V''`i! 1 l � 1'. ij - 2 ,��, \a �\� ?!. •%' ego :�� ><ao\v/ .%' 36� - �-^ �\� 5s10 sF \ , BUSO YARD .. ,A �� •-.'��. '\ �/ 15 278 SF IDARY2.64 9• - /\ \\ PV F. UNDER CONSTRUCTION AS PART OF MOORS RD. \ 0 VI3J O �ARCEiy ' \ \ \8 • �s \ r \ ZON G\\P,A.D. TDR ♦ Y - PLANNED MOORE ROAD \ ` `\ IMPROVEMENTS (BY \� \\ PR�OSEDCONNE POINT \ \\ \ EXIST. WACnON ;VI\\ ( la95 EXIST. GuLn USE. _ PA The Land...P. Plcl... an D..T q i 1\ offi.. a I. Arahlbn Tucson, Un, Design ]: T omcee moct.d in Tuc.on. Phamnix yi" L Flogatafl, A2 and Los Vsgo., NV GFOUp 4444 East Broadway 1 Tucson, Arlsono (520) 861-7480 I R 185050 MT-17 - 4otl— 6C\02 Landsc 10 RWiP RWHP_RVuC-02-03-8.dw / ,4❑7 10PUBLIC UTILITY ESMT. PER FINAL 4,878 SF� �\ 1 �• � .\ 79.97 � � 2 / ', r D! / i ik h �-� 1 � �� t2 • PLAT 'y 8 35' PUBLIC SEWER ESMT. PER FINAL 4 �', I�►,7' 1 k 3 IT li<� ?N 1i�%❑PLAT A �/ 44 1 \\80.97 + 1 •' r,T,r_. OR • Q9 35' EMERGENCY & PEDESTRIAN ACCESS 4,F8�7g8�.SpF�1 '4• a 11 ; BVC -. N r , 7 SEAT WISHBONE ` SMH / ESML PER FINAL PLAT r'i 15 '4\ 2 /?I= H SM 6 , yDE „ - 11 ; l-J` 10 20' PUBLIC WATER ESMT. PER FINAL PLAT ` 3 �' 7 L 11 EMERGENCY & PEDESTRIAN ACCESS hl 4,500 SF`3 SF� SA_ DIIAENSION ESMT PER FINAL PLAT, SEE PLAN FOR Y,,6 /t F=80.10 t - FE=8 4 '� 6.9 f 6,618 SF 1 1 7 �� 7� 67��' 76 0 1 P • 12 15, X 15' PUBLIC UTIUTY ESMT. PER 11 �I TTE •� j � �FlNAL PLAT. 2t F / Eg2 1 15 H=2 12 4' RET. WALL �y • � /! � //{ 3 ,1�5 � '-SAT_ (. 13 a /i' ,- `sue_-, � . 6,22G SF�_ � • r ". ,- J. -_ �. `' ' / 7-',4; OD=76� SEE TABLE 4.1, SHT Lz153• R=,9O 00 19'00• •. , j1ci�'�^! 12 m �_�� 11 , �• ( H- 15 16 �,oc.�o @. 1• � 7 � 3 , OP6SED- � �` I 7J� LWPIl 8 �.! 85 5�8 - 3 4,895 8 '>DRAINAGE/ +' jiETAMING v o r / I a, - -- $,025 SF 5 466 sF z¢yo A j � '\ \ \ STIN OGICAI W SI PERIMETER WALL BUILDING SETBACK \ ..J TABLE OF PROPOSED BASINS AND OUTFLOW STRUCTURES BASIN QmIN (efs) 0,•OUT (cI. TOTAL VOLUME ( 1PON111G1101-YR VOLUME WSEL PONDING DEPTH TOP ELEVAT ON BOTTOM ELE(VAT ON OUTLET STRUCTURE BLEEDER PIPE (12- PVC) 1.1 15.4 12.0 5,006 3,766 2873.00 1.5 2873.50 2871.50 TYPE 4 CB WIT EF1 GRATE;1-18' SR N/A 5.0 28.4 21.2 11,570 9,173 2850.00 3.0 2851.00 2847.00 1' WTDE BROAD CRESTED WEIR N A 1 L t'. A u�Q 12 ` ' ` • V o' ao' so' zo' OV 1700068 RAINWATER HARVESTING PLAN FOR VIEWPOINTE II AT VISTOSO.TRAILS CONTOUR INTERVAL 1' LOTS 1-45 AND COMMON AREAS 'A' (COMMON AREA) h '8' (OPEN SPACE) oil BEING A RESUBDIVISION OF THE RETREATS AT VISTOSO CONDOMINIUMS, \A j� ee „< F k—f VISTOSO TOWN CENTER, RANCHO VISTOSO - NEIGHBORHOOD 6 RECORDED V /�-.l �� ,.,12 `° °� } � oV. IN MAP BOOK 61 PAGE 85, WHICH IS A PORTION OF )ON2 G \ P / ( \ P.Rm " un lE �laaaSECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G. & S.R.M. L 3 .21.0 TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA _ r' NOVEMBER 2017 REF. CASE /: OV1601683 ON NQ DIUM 0/30/201Y CONTOUR INTERVAL• V - SCALE 1'-46 SHEET 2 OF 3 \ I .� ,r ,t. � 1 _ -_�i= -,;y -- __ ��i ' ';��,; � �7 _-.\\, ,\\•.,�, 1 .�. \ �r'� .tip \�\_z_ nl _ KEYNOTES 4 v; / /r , / -r _ _ i _ Y; ti \ /r,' %!� �` /! \\• \\\� t ` / �� + �_ %- / : \. _ CORNER OF r i _ -�• Q1 PROPOSED 4' WIDE CONCRETE SIDEWAU( PER P.A.G. STD. DTL 200 -' f 2835- % r./ - t �`. \\\`y\ l >-� �r--A-y= r—-t�Wra-'•$E�TI 25 - i /;; / / �. •. _ -pARCEii9=• 1 �727�', r r•�.... -� j/ - - S -1 `-�.,.`' 'i_ - T ? / ; ,.\.. _ ; i i _ `-yam 2Q PROPOSED CURB ACCESS RAMP PER P.A.G. STD. DTL 207. SEE PLAN FOR CURB ACCESS RAMP TYPE = a:. L_=�-71`(-r ---/. > �t .r/ �d_�� `�\//� \ -y _ ]1NS118D11jDEQ t 1`, "'\%- I , I t I I i J / f/,_ _ L\�. `•'\, \ \\ i_ /'�1 �� Q PROPOSED CONCRETE WEDGE CURB (6' REVEAL) PER P.AC STD. DTL 209 DNING.F HD-- \ I I Im VI l;%r _�� `�.;;\\•1..��, 1\/' _ I./�,� \ {` -�} P I J f, \ 5.00' \v'\ \\ 1 I 1�, i✓.� \ \,,::\\ \\'`\ .` L\ !I Jr.\-i' 1 I, O4 PROPOSED CONCRETE VERTICAL CURB (TYPE 2) PER PAG. SM. DTI- 209 `t"c_ yz ; i \' V i' ' ' (' --� , BUILDING �ETBACK I! ! / , \\,J ,11,\ /r \\ 5Q SAWCUT. TACK &JOIN TO EXISTING PAVEMENT . - �NEW TYPE 4 CATCH BASIN MATH EF 1 GRATE(S) P AG. STD DTL 309 SEE STORM DRAIN STRUCTURE TABLE : 0 \ RG ! h „ ,\c. \ • 7 `',Jel/1 l' I !Ill,l l•, I i� / �� _ �,� . �� \\ \� Q NEW TYPE 5 CATCH BASIN WITH ff-1 GRATES AND 8 WING BASIN PER P.A.G.SM. DTI 310 WITH 5 70SP =-! 1 - i'-\.,,.: } (BOTH SIDES). SEE STORM DRAIN STRUCTURE TABLE - 1�1 t)C = \ _ . \',> , _ L v 1 ♦ x 1; ! > 500� \ \ \✓ CONCRETE CURB TRANSITION PER P.AG STD. DTL 210 N AST. 20NING { - --_i !� �//: ;. j�IRi!j 11 v,:. f 11 I Sf. 2 IN(; \ - I)%/hsh/� / .~ = \\\\\\'� `1 8 NEW 4' DIAMETER STORM DRAIN MANHOLE PER P.A.G. STD. DTL 302. BOUNDARY LINE J / %INy ) l l l ili r l l l { r l\ 11; BOUNDARY LwE ; I JJ ! I // ) - ING \. \ \ .`; \` ' ' Q r .3 r \= (TYP) y; - I - , /'///!ll;i!II! i1 I 'I; TYP• \\ yy !' i 1•! 1!I '1' r /iJl . > / 4E7BACK ,\,i`\\\\; \\\! 9Q NEW STORM DRAIN PIPE, SEE STORM DRAIN PIPE TABLE Jt_ 'Be NON-MOT11, ZED WIDE BROAD CRESTED WEIR SEE DETAIL A. B. & C ON SHEET 6. DING_LMfS i,' a' , i. CA B 11j.1 '� tt _\ r!/i/i/ �..:.� w 'j. +i4 \7\\ \1 \:.• :..q CR ENT 5, • -1' \\ �: \\ �\ C A. 'B' /- ' P `a \, FA�/ '. INEW 4' DIAMETER SEWER MANHOLE PER STD. DTL RWRD 205. SEE PUBLIC SEWER STRUCTURE TABLEIi11 1\`� O� •,\\\\� `..`\ i:lr!III.( 'V,1`,.•1N\\psi ;��,\ \\)\� 1 PUBLIC MAIN TABLE THIS SHEET n \ -' \ \: \ 1 F \ .! D k\ 1 .i $ NEW 8' PVC PUBLIC SEWER MAIN. SEE PUB SEWER •�t'- l \.;,Ii!I., .\ 11 7s Ir .;./7`'_ .\\>,. l,rr ! i, �,I, ,I� .I �� ''IIhi !1\iml;..,.',\ ��•��'\� \ - - 1 ' PROPOSED POINT OF CONNECTION TO E105nNG PUBIC SEWER MH IMS 3440-39 ?•�kq, ,j ,•t4 � ;;.<'•:!•' :W- 111�!,\� \I \ �`1nr\, `•� .p.�„o� ,•;,.I 1 ih_..1 ' it�ll �t _�.?as.tl �. l % 15, i• .y ', L.-� !lI! h.a, / f,.1'% i.� ` I ° 1.1�,tr \i \. \�. �`�`,�\ '�• �_ �. ; ,, \ �.,: '1; � `,\\•,\ 1 I„` r - - ''� J/ /) / -\\\• \ I ti III I ,/i�/� \;� , (�o r t � `, )l\...,\\\ \��\ \�` :`j\�` jt.,� \ ` � �`, 14 lY WIDE STABILIZED SURFACE TREATMENT PER STD. DTL RWRD 111 PROPOSED RETAINING WALL. HT.=2' TO 4' MAX .1„\\ \♦ \ \ " ? {'; L'•= 1' L ~' 1; - . 711 `l 1 1' ; \ \\ \� �i'•; :� \� +1 \ \\, \ \` .\1 *%. / : / l 16 PROPOSED BARRICADE RAILING PER P.A.G. STD. DTL 105 BARRICADE RAILINGS ON LOTS 20. 31 & 32 TO SF.: �; a.,:•1. \ �.; yi :�.!%` . ; _ -:'1 \\\;� �o.: ; :�.' 1 / a f! \, :♦ \ I `' TERMINATE AT PROPOSED LOT SCREEN WALL, " J r ;;� \ < 4 (j.l, �'.'1 ?!ti=-wV=2852 .� =6 . \\\ r\\ \ \\ , j. \ 1 / -'ti \ \, \ \\ \`\\``, \`; ♦1 ! 8 /'"^ • '�'•1`'Y'' •�; `�� J1 ,• ;; 11 \ �i;Y 1l 'v '; ;v; � �!/ '/l,i, 19 \\`' \\ � `,� - `,v,�`�\\\\\` , � '/ r��.. 1 . / .•\ `'1 \ ,,\\ \\ �'/ • "- 17 PROPOSED MODIFIED 5' CONCRETE CURB TRANSITION (VERTICAL TO WEDGE CURB) PER P.A.G. STD. DTL 210. 8.13!t { ! if! 1 N: N ,11 /; / .. 16' �T'• il' 615 SF`\`:, l \\•,`;\ \\\\\1\ 1J ,:r ,\ 0. �riJ I \\ \\i i' Q J t \`, i.7, '�' I ,I 1 'yl'si. u „ I'lll � , � .moo \ i •1 II � / s §T. 20NING 1\1•\`,,, \. 18 10' MADE MAINTENANCE ACCESS RAMP, SLOPE PER PLAN. r W'_BOUNDARY LINE ri' ♦, 5.493SF t. J.. i ,- 2a'. ,5ce„1\\ J/ 'i i� r�) '' �\L'`,P, ( )==1!.!T r; .; EASEMENT KEYNOTES =7 2 "� � 1`�ci `D=4.15. , W, , '`� .. 17 .;; �! , _ �oS• 1 i JrJ,/%.--r�r� t J' - C•�,�,� - r'.\ll`::�� \t�Qr B. l' v;�'� • +_ 30' SEWER ESMT: BK. 61. M&P. PG. 85 t i 1,1 1\•41 ti * . ! r �4,617 SF�;Ili111�1' Y ` \\ 11 \ \ / I ^ �'�1 ❑ L0� ' \ / 14,952 5F' ` '� t . _ 1 \ `'sY ,4 1 \\ - \ 1 1r t 20' WATER ESMT. BK 61, M&P, PG. 85 \ •JJ �S' \ e �l l , \% (':_ \ ` I �, 4 TO BE ABANDONED BY SEPARATE INSTRUMENT \ 10 _35' .• r = 2 i :S - \ ��, `� ' ✓- ':, � '. \, - - \.\� �.m. \ � - V \ \ = � ��_ -.,,i_� __ � \ 9 Ex INY=2859.90 35' PUBLIC UTILITY& EMERGENCY ACCESS ESMT 2 a .i:.�\fir. ,r .' . ' , i�/. -: '•l 1 :\: `. ..:\.`.; ,. /g/ 1 t'\ , .:: 12 ,. , � 1 . / •. • \ -� \ \\\`� -,ass ��`\\� d,.' i' �,__�1• `�\. ,\� �'i ll Il 1, ❑ BK. 61, M&P, PG. 85 TO 8E ABANDONED BY \ 7 ' :(' • `1 • 1, 11 ti4' \ -=\ sc ... �s \ ;\ / : C `._ \ SEPARATE wTRUMENT. _ 5 JL C \ i Jj' I \ 1 \ ' ,\\ \ \ •`\ \ \ ro _ \ i ! 11\'` \'•\ L Q 30 SEWER ESMT. BK. 61, M&P, PG. 84 • 5.092 5F , 1„i „\, \1', � 1 ( �``\ 1 ` ' ` 1`: i\ � �'�D ` ^' • -=.. �) I \ . ' , _ i� `:,i•, r FF = 1. ` S \ ♦. s\k 3 \%/`/ l \ 11i ),�1/ _ �\ c\.'\\1� . ��Yiyl Y;` O 20' WATER ESML BK. 61, M&P, PG. 84 \a >� \ r. - 0.6� ,f i .q •\.' 7 A1.16, l ./ P , /// �.. \\`,� ' J, Jll i©35' PUBLIC UTILITY& EMERGENCY ACCESS ESMT. �i`:'( i,l l/llt, 111 BK. 61, M&P. PG. 6 `.1 �V " ref?' �e� \ !�� :24 �:�. ,aod �;•im , m ,\ e G 2\'� =7169 'ti�; �� -:!. I ,\; '.,11 7 10' PUBLIC UTILITY ESMT. PER FINAL PUT +,�� J,fl, �1 �V'' ,,✓ 11 6.165 SF. a =4' �I,r.l .� t� 'q'�. ag OJ:.: r `'" �\ 1.�16 1 I,. �_ .�-_ iI .\. ,�\.ilia ❑ LOT 1 7 ` !,\ • O er. 12 x 'n Y' { =61. P r ,i e: \S,k, •'v '; I rlr� n,,' l� ., 1,11121,,• `\ '� =.J+ � ./ .,'!-,1) © PUBLIC SEWER ESMT. PER FINAL PLAT n \ �" D � y / I FP =61.1 'v �/)//, !i23/ , .'� 1 i ♦ k r5,545 SF�.� \ ; ' �, //; \ . •� \) !l Jill;'1I;11 (WIDTH VARIES 30'-34.39') N N 22 q \ 5 444 SF or O , lr,; � �!J!.5.796 SF' ` 4701 s� ,i — ,\'• � �; n `` ` —_�` r \;/ T 5s.z7 i�aF Fbs�nNc ',r!l;r' 35' EMERGENCY & PEDESTRIAN ACCESS ESMT. A EASEMENT DETAIL AT COMMON AREA A v 1. 7 - 2 tt�� / • r ,!' ' PER FINAL PUT SCALE 1.=40' y = 8• . �' �� ' / -" SMH /03 ,/• \ -.. ! i/J / /30 CMp DRAINAGE CULVERT !11',: ` \ *�EYC _ i/ _ .54 tie°: o� • i'` // /,, /, \' \ \,lrl,lr 1`'; 10 20' PUBLIC WATER ESMT, PER FINAL PLAT SF"' % +•.°yt'�� 799n_ 7� TYPE- 2 +�/ J/,�� / (.��' ,,8�=`�' - 1 '! 'i-1-�' 12 �,• � ' .v-'. �i�: � .�. �/ //iJl � \\I`I 1{�.'Jlrr'ill,❑ 91 TI \ Fo / J �' 1\ .lgt�� 3 N �`'' is /\/ c14 . • \ "I , 3,936 SF\ `16 \' ST, RIPRAP SPUIWAY % HP 8D.97 7899: ' i 12 \ 3 \\ \.1 -71 44 ; ', •t � �° rjR • • 1 \ FEE= 3. X • t i _ __ _ 4 878 SF v ,o. 80.30 ` DES WHKO SIAH ps : 1 1. / /! 1 I I ! 9 T x s 11 7? I , �\ • 111 I wV 2859.90 \ -/ 7 P _ 44 15 H=4 t.. l; •i I r SM-8 i 277G'(PUBU 11 r . • �� \ \\V 'A' { 45 sMH �07 ' l is N v , ; 1 '\4' \ ai ' �, :Ex wv=2ess.so fti�l I .� / �+i I, r S5BALLCOIJRi LAN - 'La \•, -FFE-e . !k Pvl y, 7 1 8 7 9 { j _ 5 \° 1 \ 807 ` f iZ i!/� 4,649 SF �4,500 SF 4,553 SF 5,045 SF 8 / • `+ =_a 3w >.i XIS . 30• C►AP AINAGE CUI \ FFE= 0t 12A `• cSi ' / - Jr / ' 1 j`.-; i _ \ •. \ �-' I _ �^ � ! - h /..,5.368 SF . - q 84.55 r*\; 6411. � :.�. r 'PVT ! \ •- E 93.88 � - `�.. - 1.1 I� • 1% �: 1 '- � _ ,,�-,/ . � `_ A U :� 1' �. ; 83 98 i , - .ti• P ASI 1.1 18 I 1 t. S $ 1 i 11 rA:• 4 i 1/\ Yr 08 " 618 SEE TABLE 4� SHE4 I WE=299 ly'•��'',` / 'r>,-5058 SFLx15 • ! \ 00 - „ ,l', F12 , J wV=69.08'r leP4 / 12 11 /y \ 15 16 �` " / 5 1 1 /F 5,266 SF� �� t J/I r NOTE HOHOKAM MESA NSTOSO TOWN _ •' EVC y v< J` 7 . 3 \ A5•4 " F % 73.00 4 • $ No pr ` a 3 ' /Y J/,.. 6 i 1 ` o I, I, CENTER RANCHO VISTOSO - WAIL' v > 9 \\ NEIGHBORHOOD 6 BK. 61. PG, 84 85 58 3 - 4,895 SF, RQ 6SED ! / , 13 �iETN1i1NG p O i - _ /% / / 0 \ \' ! ! HOA OWNS AND WILL CONTINUE TO 2,11RANAGEL \ �" - '` J 2 y' J�% 2-8 ' �� _ _. 6 C8 A CP 1.1 N 1 1111 Bp p i!I j BE RESPONSIBLE FOR MAINTENANCE OF EP -a6.41 w q u ' �" a s = = may. i-ll,iy„ i, \'I, DOSING 30' CUP DRAINAGE PIPE . ` - - I. • 15916SF Imo'` 1,',. �+ � 1 , j�l � NEW POINTE II AT VISTOSO TRAILS J \ x o 1 / / y`� 9 • `� = 4. 4 \ \ I HOA WILL BE RESPONSIBLE FOR SMH j08 ✓ 5,025 SF• J .Q 6 \ \, "\ v, - ARCHAEOLOGICAL 6< \ E_ .�111 `•\ ; S d 1' - 'SITE PERIMETER 4\ 00� 1 �� , �' _ I \ , \ 'l MAINTAINING THE OUTLET PORTION OF 1 / Ji' o Q WALL i 0� "' - _ _ : - J THE EXISTING 30• CMP DRAINAGE PIPE. 5 466 SF`ev P P 7 SP gET ., :r `" XISiING W \ ; r { - R' I E / { i t , ARCHAEOLOF \ I) ± E 68 3 0 ., �., 5100 ,} SITE PFRME'Z `\ -./S g \1 110 r�� y •.�" SITE PE1iIMEt172 BUILDING SETBACK 1. CONTRACTOR TO VERIFY LOCATION OF E)OSTNG ARCHAEOLOWAL WALL WEEP Naas }. I CONTRACTOR TO VERIFY AND PROTECT FASTING ARCHAEOLWCAL WALL AND FooTNcs 1. As ,��' , ,�7Q;,,.w_,w,, � OV1700068 p\ <' • �� '* i %� ; aNEY '> wLLa�EE r '/ ),0 a , ,�•� \ `� ' \ ,��, I RAINWATER HARVESTING PLAN FOR ERVE 1 i I I 13\ 1 SE CORNER OF ! i 1 " I T�� J \,_�.� x `t1 ` r \\ \ 1 ��sEcnoN 25 VIEWPOINTE II AT VISTOSO TRAILS NIN 61, PG. 84 ♦t \ \ •♦ \ ` LOTS 1-45 AND COMMON AREAS -A' (COMMON AREA d-Be OPEN SPACE) G: PA.D. TOWN CENTER�� '' y� ' ♦��L�� i I / -� a a I ♦♦♦ BEING A RESUBDIVISION OF THE RETREATS AT VISTOSO CONDOMINIUMS, VISTOSO TOWN CENTER, RANCHO VISTOSO - NEIGHBORHOOD 6 RECORDED Enatne•ring PlPnnlny s„rw.>in• - 1N MAP BOOK 61 PAGE 8,5, WHICH IS A PORTION OF The Land—p0 A Wt-tur. U twn Design 0' 40' 80' 120' ~ p(1FA n M , umE SECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G. & S.R.M. WLB Office. Located in Tucson. Phoenix FlPpttPN, AZ and L. V gM NV nwr+Ev �; I•TA•17 TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA P 4444 Eaet 8—d(,; \ `✓'' Grou Tucson, Ad— (520� 081 °),M. -' r W.B NO. 1 205 REF. CASE OV1205-28A WLB N0. 16�iDJD-MT-17 0: 1M050 uT-17 - Mattam 6C 02 Landsra a 10 RWNP RWNP_RV6C-02-03-B.dw CONTOUR INTERVAL' V Pl— 03113't MRE! 6/30/2M9 CONTOUR INTERVAL: V SCALE: 1•=40' SHEET 3 OF 3 GENERAL NOTES: 1. THE GROSS AREA OF THIS DEVELOPMENT IS 13.96 ACRES. 2. THE PROPOSED NUMBER OF RESIDENTIAL UNITS IS 45 (0.33 UNITS PER ACRE) 3. TOTAL LENGTH OF NEW PUBLIC STREETS IS 0.348 MILES. 4. TOTAL LENGTH OF NEW PRIVATE STREETS IS 0.00 MILES. 5. ASSURANCES FOR SITE IMPROVEMENTS (e.g. WATER SERVICE, SITE STABILIZATION), LANDSCAPING AND REVEGETATION BONDS MUST BE POSTED PRIOR TO THE ISSUANCE OF GRADING PERMITS. 6. GROSS AREA OF ALL IMPERVIOUS SURFACES = 139,637 S.F. (3.21 ACRES) (ASPHALT, SIDEWALK AND GROUTED RIRAP HATCHES ONLY - NO BUILDING OR PAD). 7. AVERAGE LOT SIZE - 5,265 S.F., MINIMUM LOT SIZE = 4,500 S.F., MAXIMUM LOT SIZE = 6,768 S.F. 8. TOTAL AMOUNT OF LANDSCAPED OPEN SPACE IN COMMON AREA = 5.90 AC. 9. THE TRAIL EASEMENT IS A NON -MOTORIZED PUBLIC RECREATION EASEMENT THAT IS OPEN TO THE GENERAL PUBLIC. NON -MOTORIZED USES GENERALLY INCLUDE HIKING, JOGGING, RUNNING, PET WALKING, ETC. PLANNING GENERAL NOTES: 1. MAXIMUM BUILDING HEIGHT ALLOWED = 34'/ THREE-STORY. BUILDING HEIGHT PROPOSED = 30' / TWO-STORY. 2. TOTAL AMOUNT OF OPEN SPACE REQUIRED = 30%. 3. TOTAL AMOUNT OF OPEN SPACE PROVIDED = 457.. THE OPEN SPACE REQUIREMENT HAS BEEN SATISFIED WITH THE PRESERVATION OF THE HONEY BEE VILLAGE PRESERVE AND LANDSCAPED COMMON AREA THROUGHOUT THE TOWN CENTER. 4. EXISTING P.A.D. NATURAL OPEN SPACE = 3.05 AC. 5. PROPOSED P.A.D. NATURAL OPEN SPACE = 3.67 AC. 6. TOTAL AMOUNT OF COMMON AREAS = 6.17 ACRES. COMMON AREA "A" (OPEN SPACE)=2.50 AC. " COMMON AREA "B" (NATURAL OPEN SPACE)=3.67 AC. 7. SETBACKS REQUIRED/PROVIDED (PERIMETER ONLY, PER P.A.D. HIGH DENSITY RESIDENTIAL STANDARDS): FRONT = 20'; SIDE = 5'; REAR = 5'. -y 8. COMMON AREAS SHALL BE OWNED AND MAINTAINED BY THE H.O.A. 9. EXISTING ZONING IS RANCHO VISTOSO P.A.D. TOWN CENTER AND RANCHO VISTOSO P.A.D. OPEN SPACE. 10. ALL SIGNAGE AND LIGHTING TO BE ADDRESSED AS PART OF SEPARATE REVIEW AND APPROVAL PROCESS. 11. TYPICAL LOT SIZES: 50' x 90' = 4500 S.F. MINIMUM g ENGINEERING GENERAL NOTES: 1. THE DESIGN VEHICLE FOR THIS PROJECT IS A SU-30. THE DESIGN SPEED FOR THIS PROJECT IS 25 MPH. 2. ALL NEW PUBLIC ROADS WITHIN THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE WITH APPROVED, I PLANS. SEPARATE IMPROVEMENT AND CONSTRUCTION PLANS WILL BE SUBMITTED TO THE TOWN ENGINEER'S OFFICE FOR REVIEW AND APPROVAL. 3. ANY RELOCATION OR MODIFICATION OF EXISTING UTILITIES AND/OR PUBLIC IMPROVEMENTS NECESSITATED BY THE PROPOSED DEVELOPMENT WILL BE AT NO EXPENSE TO THE PUBLIC. t- o 4. ALL NEW RIGHTS OF WAY WILL BE DEDICATED BY FINAL PLAT. °` N ` DRAINAGE GENERAL NOTES: DEVELOPER WILL COVENANT TO HOLD THE TOWN OF ORO VALLEY, ITS SUCCESSORS AND ASSIGNS, HARMLESS IN" " 1. THE EVENT OF FLOODING. _ 2% o 2. DRAINAGE WILL NOT BE ALTERED, DISTURBED, OR OBSTRUCTED WITHOUT THE APPROVAL OF THE ORO VALLEY IC TOWN COUNCIL. 3. DRAINAGE STRUCTURES MUST BE CONSTRUCTED AND INSTALLED ACCORDING TO TOWN STANDARDS AND PAID t.,} FOR BY THE DEVELOPER. 4. ALL DRAINAGE STRUCTURES MUST BE DESIGNED TO CONVEY A 100 YEAR FLOW. 5. ALL DRAINAGE FACILITIES WILL BE CONSTRUCTED ACCORDING TO APPROVED PLANS PRIOR TO THE ISSUANCE C , t OF ANY CERTIFICATES OF OCCUPANCY FROM THE BUILDING OFFICIAL FOR ALL AFFECTED BUILDINGS. 6. THE DEVELOPER WILL ACCEPT RESPONSIBILITY FOR MAINTENANCE, CONTROL, SAFETY AND LIABILITY OF , PRIVATE DRAINAGEWAYS, DRAINAGE EASEMENTS, AND COMMON AREAS. ORO VALLEY WATER GENERAL NOTES. 1. ORO VALLEY WATER UTILITY WILL BE THE WATER SERVICE PROVIDER. 2. THIS DEVELOPMENT MUST COMPLY WITH THE ORO VALLEY WATER UTILITY SPECIFICATIONS MANUAL DURING ALL PHASES OF CONSTRUCTION. 3. THE TOWN OF ORO VALLEY HAS BEEN DESIGNATED BY THE ARIZONA DEPARTMENT OF WATER RESOURCES AS HAVING AN ASSURED WATER SUPPLY, PURSUANT TO A.R.S. 45-576, AND WILL SERVE THIS DEVELOPMENT. 4. A LINE EXTENSION AGREEMENT.FOR THIS PROJECT MUST BE IN PLACE PRIOR TO ANY WORK ON THE WATER INFRASTRUCTURE. 5. WATER INFRASTRUCTURE SHOWN IS NOT NECESSARILY THE FINAL DESIGN. A SEPARATE WATER IMPROVEMENT PLAN MUST BE SUBMITTED TO ORO VALLEY WATER UTILITY FOR REVIEW AND APPROVAL. WASTEWATER GENERAL NOTES: 1. PROJECT IS IN CONFORMANCE WITH SECTION J, WASTEWATER, OF THE PIMA COUNTY DEVELOPMENT PLAN REQUIREMENTS AS REFERENCED IN 18.71.030.A. 2. SEE PRELIMINARY SEWER LAYOUT PLAN FOR ADDITIONAL WASTEWATER NOTES. GENERAL UTILITY NOTES: 1. SHOULD AN EASEMENT BE IN CONFLICT WITH ANY PROPOSED BUILDING LOCATION, VACATION OF THE EASEMENT IS TO OCCUR PRIOR TO ISSUANCE BUILDING PERMITS. GOLDER RANCH FIRE GENERAL NOTES: 1. FIRE HYDRANTS CONNECTED TO AN APPROVED WATER SUPPLY OF 1000 GPM FOR FIRE PROTECTION MUST BE INSTALLED AND IN SERVICE PRIOR TO COMBUSTIBLE MATERIAL DELIVERY TO THE SITE. TEMPORARY CONSTRUCTION OFFICE TRAILERS ARE CONSIDERED COMBUSTIBLE MATERIAL. 2. APPROVED FIRE APPARATUS ACCESS ROADS MUST BE INSTALLED AND IN SERVICE PRIOR TO COMBUSTIBLE MATERIAL DELIVERY TO THE SITE. 3. APPROVED AUTOMATIC SPRINKLER SYSTEMS SHALL BE PROVIDED THROUGHOUT ALL ONE -AND TWO-FAMILY DWELLINGS AND TOWNHOUSES WHICH EXCEED 3,600 SQUARE FEET IN FIRE -FLOW CALCULATION AREA. APPROVED AUTOMATIC SPRINKLER SYSTEMS SHALL BE PROVIDED THROUGHOUT ALL ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES USED AS MODEL HOMES WITH SALES OR CONSTRUCTION OFFICES. 4. TEMPORARY STREET SIGNS MUST BE INSTALLED AT EACH STREET INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE OF VEHICLES. ALL STRUCTURES UNDER CONSTRUCTION MUST BE CLEARLY IDENTIFIED WITH AN APPROVED ADDRESS. Engineering Planning Surveying Th e Landscape Architecture Urban Design WLB Offices located in Tucson, Phoenix Flagstaff, AZ and Las Vegas, NV 4444 East Broadway Group Tucson, Arizona (520) 881-7480 0: \185050\MT-17 - Mattamy 6C\04 Platting\02 CSP\SHT-01.d CONCEPTUAL SITE PLAN S43'56'59"E 85.01' PROJECT OVEMVIEW PERMITTING DIVISION -BUILDING CODES THE FOLLOWING CODES AND STANDARDS SHALL BE APPLICABLE TO THIS DEVELOPMENT: 0 1 P.A.D. ZONING MAP LOCATION MAP RANCHO VISTOSO A PORTION OF SECTION 25 T11 S, R13E, G. & S.R.M., _. r 3 ""=1 MILE 3 =1 MILE TOWN OF ORO VALLEY, .P.: � �; i f J 1 9 l 6 PIMA COUNTY, ARIZONA F) B.D I .'.I .D .D LEGEND f�28SQ� EXIST. MAJOR CONTOUR y y SLOPES EXIST. MINOR CONTOUR PROPOSED MAJOR CONTOUR �SVT) VISIBILITY TRIANGLE 49� / PROPOSED MINOR CONTOUR �- NE CORNER OF EXISTING RIPRAP (AS NOTED) SECTION 25 PROJECT BOUNDARY y PROPOSED LOT LINE PROPOSED ROCK -FACED SLOPE PAVING ' �--�- EXISTING RIGHT-OF-WAY LINE PROPOSED CONCRETE SIDEWALK r ° EXIST. CONCRETE SIDEWALK � - - PROPOSED RIGHT-OF-WAY LINE L,-_: ` -° EXIST. PAVEMENT -_ _24"= = EXIST. CULVERT W/ SIZE PROPOSED CURB &PAVEMENT PROPOSED CULVERT - -S- -- EXIST. PUBLIC SEWER LINE & MANHOLE --s9 -W PROPOSED WATER MAIN & VALVE 20 -1 ,� - - W - EXIST. PUBLIC WATERLINE &VALVE #-- PROPOSED FIRE HYDRANT EXISTING EASEMENT LINE -{i ---5 PROPOSED SEWER MAIN & MANHOLE 1 1 * PROPOSED EASEMENT LINE - - -- EXISTING WALL (� � - � % � ' � - - - - - LOT SETBACKS (TYP.) FFE=73.67 FINISHED FLOOR ELEVATION I I--8--1 C.A. "B" e - - - 100-YEAR FLOODPLAIN FPE=73.0o FINISHED PAD ELEVATION 17� 158,911 SF / 19.35 PROPOSED SPOT ELEVATION _os FG EXIST. P.A.D. OPEN SPACE LINE I r�-�-) -�-- DIRECTION OF FLOW d q d q - I L 16� ; � I�I HIGH POINT PROPOSED NON MOTORIZED TRAIL 0 ' O PROPOSED SURVEY MONUMENT DRIVEWAY ACCESS RESTRICTION t 15 ABBREVIATIONS AC ASPHALTIC CONCRETE MIX NO.2 MH MANHOLE 14�- ( ) r •� ANG PT ANGLE POINT MIN MINIMUM •��p�� BCSM BRASS CAP SURVEY MONUMENT P.A.D. PLANNED AREA DEVELOPMENT V � BVC BEGIN VERTICAL CURVE PAG PIMA ASSOCIATION OF GOVERNMENTS BW BOTTOM OF WALL PC POINT OF CURVATURE = « j �t C.A. COMMON AREA PG PAGE H C ,, } 1- t� _ �%' E S- 1 13 % ' \, 3- r r, - t ,,,�, - ,, CFS CUBIC FEET PER SECOND PI POINT OF INTERSECTION 11 r J._ `1 r - ' " 1 - ' �` F` CMP CORRUGATED METAL PIPE PROP PROPOSED 0 K r, ,I - PA `_a r. ' PA, r CONC CONCRETE PT POINT OF TANGENCY <\ :1, /CID CONCENTRATION POINT RADIUS ✓, CTRL CONTROL R/W RIGHT OF WAY SE CORNER OF SECTION 25 • 2012 INTERNATIONAL CODES WITH LOCAL AMENDMENTS SHEET INDEX • 2011 NATIONAL ELECTRIC CODE SHEET 1........... COVER SHEET • 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN SHEET 2........... SITE PLAN • 2006 GOLDER RANCH FIRE DISTRICT STANDARDS AND FORMS • 2008 ORO VALLEY POOL CODE • 2015 PIMA ASSOCIATION OF GOVERNMENTS (P.A.G.) STANDARD SPECIFICATIONS AND DETAILS FOR PUBLIC IMPROVEMENTS • 2010 TOWN OF ORO VALLEY DRAINAGE CRITERIA MANUAL OWNER/DEVELOPER • 2004 TOWN OF ORO VALLEY SUBDIVISION STREET STANDARDS AND POLICIES MATTAMY TUCSON, LLC MANUAL 3561 E. SUNRISE DR., STE.#247 • TOWN OF ORO VALLEY ZONING CODE, CURRENT REVISED TUCSON, AZ 85718 520 297-6850 • ORO VALLEY TOWN CODE, CURRENT REVISED. ( ) • 2010 ADA ACCESSIBILITY GUIDELINES ATTN: JIMMY GAULIN JIMMY.GAULIN@MATTAMYHOMES.COM D DEFLECTION RCP REINFORCED CONCRETE PIPE DG DECOMPOSSED GRANITE REINF REINFORCED DKT DOCKET RT RIGHT DTL DETAIL SLOPE EG EXISTING GRADE SF SQUARE FEET ELEV ELEVATION SHT SHEET EOP EDGE OF PAVEMENT SRP SPIRAL RIBBED PIPE ESMT EASEMENT STA STATION EVC END VERTICAL CURVE SVT SIGHT VISIBILTY TRIANGLE EXIST EXISTING THK THICK/THICKNESS FD FOUND TW TOP OF WALL FFE FINISHED FLOOR ELEVATION TYP TYPICAL FG FINAL GRADE W WIDTH FPE FINISHED PAD ELEVATION WSEL WATER SURFACE ELEVATION GB GRADE BREAK WWF WELDED WIRE FABRIC HP HIGH POINT HT or INV H HEIGHT INVERT OV1700068. pit, y L LENGTH CONCEPTUAL SITE PLAN LF LINEAR FEET BY LP LOW POINT FOR ..................... LT LEFT VIEWP OINTE II AT VISTOSO TRAILS MAX MAXIMUM ENGINEER THE WLB GROUP, INC. 4444 E. BROADWAY BLVD. TUCSON, AZ. 85711 (520) 881-7480 ATTN: DAVID LITTLE, P.E. DLITTLE@WLBGROUP.COM LOTS 1-45 AND COMMON AREAS "A" (COMMON AREA) & "B" (OPEN SPACE) s;aQ BEING A RESUBDIVISION THE RETREATS AT VISTOSO CONDOMINIUMS, �a ��tiF FOB VISTOSO TOWN CENTER, RANCHO VISTOSO - NEIGHBORHOOD 6 RECORDED 36234 oAVID w. IN MAP BOOK 61 PAGE 85, WHICH IS A PORTION OF LITTLE SECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G. & S.R.M. $f•1�'Z TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA ONA SP MARCH 2O17 REF. CASE #. OV1601683 WLB NO. 185050-MT-17 OV1205-28A EXPIRES 6/30/2019 CONTOUR INTERVAL: 1' SCALE: AS SHOWN SHEET 1 OF 2 7 f J, v X/1""", N� "'4 -100- /Y", V YO FLOODPL`AlNi' LINE v 1. 1 i "j 7 X.,zl� Z 61, PG. 85 I ,8K. Q, 61 7 V N IIJF BE REMOVED AFTER 'P ARCEL 5—GKV LO.M.R. 1S APPROVED BY F.E.M.A.) a -PROPOSE r it. ..... 15T3, 7 EV ........ ...... WALL .... .. . ...... N 5447V 7 T-1 V� Im 4=16 Fo v a) C:) ST. ZONING EXI ft, . '' � k 1; PROPOSED SIDEWALK �ZBOUNDAR )5 Y LINE TBA P (TY 'RIPRAP SPILLWAY ADING LIMITS NV�. ......... . 4 0 NUN MOIORIZED "RECRE�TIQN IFAS1EMFNT OPO,SED u . . .......... 158 911 SF ;k / U At ETENI D 4' HIGH ON BASIN-\ -PROPOSE vrr- SED WATER . ..... PROPO MAX.) RETAINING WALL"' SED 4 -1,101061 —F . ...... ...... 30- ..... HIGH (MAX.) EM 4,9^f% 4,553 SF�-- PROPOSED ROCK ACtujLvrL 5,0 DETAINING WALL f �7 A\,ANG 0 1:1 (TYP.) F I FFE= 76.81 IFFE=77-90 it IFP`E= 76. FFE=70. 70 B' 'EEL t= U. ua jil ... .... .. ...... . ..... . I R POSE SIDEWALK 615 SF-\ - -8 !0PRAP SPILLWAY 'SCUPPER AND GROUTED 4 7, IFFE=72.0 IFPE=71.3 FFE 75.9 FPE= D ROPOSED HIGH 11 76.63. Alkill LIMI V9.17� MAX.) RET ? 17 SF ... ... .... 6125 SF \v "FFE= 76.741 Y. U/I TE �FPL— /b PRI A 4620 IORM DRAIN, TO BE 83 7398 MMINTAINED BY HOA �.43 25 C.A. "A", 34� /,.7vv 31 a 092 Eire IROPOSED WEIR 8,75 \HP FPE=7 2 6,193 SF-- u 170.61�, IFFE=77.5 WALL, ELEV.=52.50 FFE=81.3L 7�77 'FPE=80.6 'IFPE=76.90 4,799 SF DETENTION BASIN' 705 5.18 < I FFE=E A jr 1.5' BVC rE=8 6.165 SF 77.37' 0 LFPE=81.1§j 4 21 SF,' 11-1-L=81.8 5,444 SF' FFE=7u.ujr.-, FPE=78.361� P VC /b, /9b 4,701 rr7 D -:5,530 VA P 7E 81 21 PROPOSED PRI TE' A" '9 97"- r ki,j,FPE -,rFE=72 20 =7 STORM DRAIN, TO BE ).54t 'MAINTAINED BY \36 IVI 18; ;*j,V IV a �PROPOSED STORM 4 /BVC 80.84 DRAIN OUTLET, fPE fPE INV.=63.00 OIR EXIST. RIPRAP S 7T A FFE=72.4 LLWAY S FPE=71.7 SFf- U IFFE=82.9 7, 3 PROF VJL1j r u MTHIN R/N� IFPE=82.216 CONNECTION TO TO BE RCP SED 6" WEDGE �xl URB Ay EXIST. WATER R v TYP.) WID 'Nil SIDEWALK (T`YP.) PE P.A.G. STD. DTL. 209 00 S ROPOSEDOUk POSE ",(ACCESS RAMP (TYP.) ry 5,0+ �,00w' 3 SF- =84. 4s500 S 4 649 SF�� -"6,61 FFE= -HO FPE=74.4 FFE= IFFE=80.10 8.34 FPE= F/I qq* 00 E= IFPE=79.43 T' 7�`r ��l N\ 6,220 S 'RETAINING WALL P R D 4' HIGH E=73 0 OPOSE LK IFFE=84.55 GUNNLCTION TO SID CURRENTLY' 7Xz'<--5,0OO SF JFPE=81�88 A1QEXIST. PUBLIC SEWER 3 lb TION N DER CONSTRUC `4 —3440-39) < �.z�AS PART OF MOORE MH# IMS 058 /8.4 MPROVEMENTS I-<— V76.67 2 FFE 8 ..... . ...... ---R;;190.00 61 5 F -I)KAINAGE CULVERT 5.44 4.0 -7 6 *1 9'9� PROPOSED 2' FG' FFE TIqN BAS /,DETEN IN E= > x 4 LENGTH IS MAINTAINED ON THE PROPERTY. :'PLANNED MOORE'RGAD 181, I)RAINAGE SWAL9 0 OS ASIN —15' FRONT BLDG. SETBACK (TYPICAL), 5' \'L "' ' " '\ /PR P ED B PROVIDED THAT A DRIVEWAY AT LEAST 20' IN INLET STRUCTURE 6' EXIS�fING vu 'X2885 GRATE= 73. 5,762 SF'--- 5 15 REAR BLDG. IMPROVEMENTS (BY 'ARCHAEOLOGICAL 64- INV.=69.00 cp FFE=74.82 --SEPARATE PLANS) .SITE PERIMETER F PE= SETBACK LINE (TYPICAL) WA -LOT iE E LINES 13. 5.91 .. . . . ......... -7 'PROJECT r7 '-5' SIDE BLDG. OUNDAHY P06PO§Eb �06N �0, OF CONNECTION B K 6 1 SETBACK (TYPICA -7. -vv+ :EXIST. WATER 73.5 . . ....... I TE f� fL C/, OV1700068 'P D PEE OSE EASE CONCEPTUAL SITE PLAN -ACCESS EASEMLNI 10' P.U.E. -7 77�-, co ESMT . ...... . . 30' SEWER FOR BK. 61, M&P, PG. 85 < + 7.X E I MULTI USE 20' WATER ESMT + L-' R=8 x 5.6 BK. 61, M&P, VIEWPOINTE 11 AT VISTOSO TRAILS PA 7 PG. 85 —45 AND COMMON AREAS "A" (COMMON AREA) LOTS + IDEWAA 5*24 27 35' PUBLIC UTILITY& 00 LOT SETBACK DETAIL EMERGENCY AC "B" (OPEN SPACE) CS ESMT N.TS. + (FOR REFERENCE ONLY) BK. 61, M&P, PG. 85 BEING A RESUBDIVISION THE RETREATS AT VISTOSO CONDOMINIUMS. 185050\MT-17 — Mattamy 6C\04 Plattinq\02 CSP\RV6C—CSP—SHT02.d VISTOSO TOWN CENTER, RANCHO VISTOSO — NEIGHBORHOOD 6 RECORDED 'An IN MAP BOOK 61 PAGE 85, WHICH IS A PORTION OF x 30' SEWER ESMT j WA BK. 61, M&P, PG. 84 62 v DAVI D W. 20' WATER ESMT 12 0 SECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G. & S.R.M. N 80 UTU BK. 61, M&P, PG. 84 �,;yf /7 TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA )Z) MULIC UTILITY& A MARCH 2017 REF. CASE f. OV1601683 Ail EMERGENCY ACCESS ESMT ON& v WLB NO. 185050—MT-17 OV1205-28A BK. 61, M&P, PG. 84 CONTOUR INTERVAL: 1 EXPIRES 6/30/2019 CONTOUR INTERVAL- 1' SCALE: 1"=40' SHEET 2 OF 2 E N CO O N tit E LO LO 00 A Elm DISTINCTIVE INDIVIDUAL NATIVE PLANTS NATIVE TREES WITH 12" BASAL CALIPER AND OVER 12' TALL. * APPROXIMATE LOCATION - FOR PLANNING PURPOSES ONLY i 1. EXISTING ZONING: RANCHO VISTOSO PAD -TOWN CENTER RESIDENTIAL AND RANCHO VISTOSO PAD - OPEN SPICE 2. THE GROSS AREA: 13.96 ± ACRES 3. ALL HEALTHY / SALVAGEABLE SAGUAROS, BARREL CACTI, AND OCOTILLO ARE TO BE SALVAGED AND TRANSPLANTED ON -SITE. ALL SAGUAROS, BARREL CACTI, AND OCOTILLO DESTROYED DURING TRANSPLANTING ARE TO BE MITIGATED PER TABLE 27-1 OF THE ZONING CODE, 4. ALL SIGNIFICANT VEGETATION DESTROYED DURING CONSTRUCTION OR TRANSPLANTING ARE TO BE MITIGATED PER TABLE 27-1 OF THE ZONING CODE. 5. ADDITIONAL PLANTS MAY BE DEEMED SALVAGEABLE BY THE ZONING INSPECTOR, AND SHALL BE SALVAGED. SIGNIFICANT VEGETATION MITIGATION MITIGATION OF SIGNIFICANT VEGETATION SHALL BE IN A ACCORDANCE WITH SECTION 27.6.B.4.j. AMOUNT OF SIGNIFICANT VEGETATION = 7466 ± SQ. FT. AMOUNT OF SIGNIFICANT VEGETATION DISTURBED = 7466 ± SQ. FT. PERCENTAGE OF SIGNIFICANT VEGETATION DISTURBED = 100% SIGNIFICANT VEGETATION REMOVED (14) TREES (11) CERCIDIUM MICROPHYLLUM (2) OLNEYA TESOTA (1) PROSOPIS VELUTINA MITIGATION RATIO REPLACEMENT TREES SIGNIFICANT VEGETATION NUMBERS CERCIDIUM MICROPHYLLUM CM55 CM235 CM66 CM252 CM147 CM259 CM219 CM743 CM234 CM851 2:1 28 TREES (14) 48" BOX TREES (50%) (14) 36" BOX TREES (50%) OLNEYA TESOTA OT690 OT745 UNDERSTORY VEGETATION REQUIRED (5 PER TREE) PROSOPIS VELUTINA PV7 140 UNDERSTORY PLANTS PROJECTLAYOUT SCALE 1 "=100' Call at least two full working days before you begin excavation. Arizona Blue Stake, Inc, Dial 8-1-1 or 1-800-STAKE-IT (782-5348) In Maricops County: (602) 263 1100 15 1d 14 13 2i 2. 2, M 91 LOCATION MAP A PORTION OF SECTION 25 TOWNSHIP 11 SOUTH, RANGE 13 EAST GILA & SALT RIVER MERIDIAN TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA MATTAMY TUCSON, LLC 6640 N. ORACLE ROAD #110 TUCSON, AZ 85704 (520) 297-6846 ATTN: JUSTIN SMITH JUSTIN.SMITH@MATTAMYHOMES.COM THE WLB GROUP, INC. 4444 E. BROADWAY BLVD. TUCSON, AZ. 85711 (520) 881-7480 ATTENTION: GARY GRIZZLE ggrizzle@wlbgroup.com SHEET INDEX SHEET 1 COVER SHEET SHEET 2 AERIAL PHOTO ANY PLANT DEEMED SALVAGEABLE BY THE ZONING INSPECTOR SHALL BE SALVAGED. TOWN OF ORO VALLEY NATIVE PLANT SALVAGE PLAN APPROVED BY: PLANNING & ZONING ADMINISTRATOR v SITE RESOURCE INVENTORY FOR RANCHO . O NEIGHBORHOOD 6, C " LOTS 1-42 AND CO MON AREAS "A" I NKUUGH '°D" BEING A PORTION OF SECTION 25.w TOWNSHIP 11 SOUTH, RANGE 13 EAST GILA & SALT RIVER MERIDIAN �A� Q �0� TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA ye ..sv.."........ DECEMBER 2016 WLB NO. 185050-MT-17 CONTOUR INTERVAL: 1' SCALE: AS SHOWN REF. CASE # - SHEET 1 OF 2 c r p n- 0 ri 0 N N N L m Q. C 0 tf) 0 0 r 0) N O U m E m m ti 0 LO 0 LO 00 A Call at least two full working days before you begin excavation. 1 �N Arizona Blue Sta.. Dial 8-1-1 or 1-800-STAKE-IT (782-5348) In Maricopa County: (602) 263-1100 , le -Iv. V Y --- -- NATIVE PLANT PRESERVATION PLAN FOR RANCHO VISTOSO NEIGHBORHOOD, PARCEL LOTS 1-42 AND COMMON AREAS "A" THROUGH "D" „t BEING A PORTION OF SECTION 25 TOWNSHIP 11 SOUTH, RANGE 13 EAST GILA & SALT RIVER MERIDIAN TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA DECEMBER 2016 REF. CASE # -_ WLB NO. 185050-MT-17 SHEET O F CONTOUR INTERVAL: 1' SCALE: GENERAL NOTES CRITERIA FOR REMOVAL 1. THIS PLAN REFLECTS A SITE INSPECTION AND INVENTORY OF ALL NATIVE TREES (3 PLANTS DESIGNATED AS TO BE INCH CALIPER OR GREATER) AND CACTI IN ACCORDANCE WITH SECTION 27.6.B.4 REMOVED/DESTROYED HAVE ONE OR MORE OF ORO THE VALLEY ZONING CODE. THE FOLLOWING CONDITIONS. 2. THIS PLAN SHOWS APPROXIMATE LOCATIONS OF PLANTS SUBJECT TO THE CODE A. PLANT HEALTH IS POOR TO MEDIUM WITH MENTIONED ABOVE. ALL NATIVE PLANTS SUBJECT TO INVENTORY PER THE CODE INFESTATIONS OR APPARENT DISEASES. HAVE BEEN TAGGED WITH COLORED RIBBON AND NUMBERED. B. PLANT AGE SUGGESTS UNLIKELY CHANCE OF 3. THE SALVAGED VEGETATION PER THIS PLAN WILL BE STORED WITHIN A TEMPORARY TRANSPLANT SURVIVAL. NURSERY AND WILL BE WATERED WITH A DRIP IRRIGATION SYSTEM AND MAINTAINED UNTIL REPLANTED ONSITE, OR THE SALVAGED VEGETATION WILL BE C. PLANT IS DAMAGED AND IS NOT CONDUCIVE SPADED DIRECTLY TO THEIR NEW LOCATIONS. THE TEMPORARY NURSERY SHALL BE TO BOX OR SPADE TRANSPLANTING MONITORED BY A LANDSCAPE ARCHITECT, OR A QUALIFIED NURSERYMAN. IT SHALL (IRREGULAR BRANCHING). BE MAINTAINED PER OVZCR. D. SOILS CANNOT BE EXCAVATED AND ARE NOT MITIGATION OF SIGNIFICANT VEGETATION AND PROTECTED NATIVE PLANTS SHALL CAPABLE OF SUPPORTING A BOXED OR BE PER OVZCR SECTION 27.6. SPADED ROOT BALL. 5, PRIOR TO ANY SITE DISTURBANCE, THE AREAS DESIGNATED TO REMAIN IN PLACE E. SURROUNDING TOPOGRAPHY DENIES SHALL BE FENCED OR TAPED OFF FOR PROTECTION DURING THE GRUBBING AND ACCESS WITH THE APPROPRIATE EQUIPMENT GRADING OPERATIONS PER OVZCR SECTION 27.6. NEEDED TO BOX OR SPADE AND REMOVE PLANT. 6, SALVAGE OPERATIONS SHALL NOT COMMENCE UNTIL THE PLANNING AND ZONING ADMINISTRATOR HAS PERFORMED AN INSPECTION AND GIVEN APPROVAL. F. ADJACENT PLANTS POSE A LIKELY INTERFERENCE WITH ROOT SYSTEMS OR 7. NON-COMPLIANCE WITH THE APPROVED NATIVE PLANT PRESERVATION PLAN AND INTERFERE WITH PLANT REMOVAL. OR DESTRUCTION OF PROTECTED PLANTS SHALL RESULT IN FINES IN ACCORDANCE WITH SECTION 27.6.6.6, COMPLIANCE, OF THE ZONING CODE. G. THE OVERALL FORM AND CHARACTER IS NOT REPRESENTATIVE OF THE SPECIES AND IS 8. ALL SALVAGED MATERIALS SHALL BE UTILIZED IN THE CORRESPONDING PROJECT NOT A VALUABLE SPECIMEN FOR LANDSCAPE LANDSCAPE PLAN. OR HABITAT PURPOSES. 9. TAGS (PLASTIC TAPE) SHALL BE COLOR -CODED ACCORDING TO THE FOLLOWING SCHEDULE: EXISTING NATIVE PLANTS TO BE TRANSPLANTED ON SITE ..... BLUE JOS) EXISTING NATIVE PLANTS TO REMAIN IN PLACE ......................WHITE (PIP) EXISTING NATIVE PLANTS TO BE REMOVED FROM SITE......................RED (ROS) 10. THERE ARE NO SALVAGEABLE PLANTS INTENDED TO BE REMOVED FROM THE SITE, THEREFORE NO MITIGATION PLANTS ARE REQUIRED FOR THIS CATEGORY. 11. PLANT LOCATIONS WERE DETERMINED WITH THE ASSISTANCE OF A GLOBAL POSITIONING SYSTEM. THIS SYSTEM IS ACCURATE TO WITHIN APPROXIMATELY THREE METERS. SUBSEQUENTLY, THE PLANT SYMBOLS SHOWN MAY NOT LIE DIRECTLY ON THE PLANT AS SHOWN ON THE AERIAL PHOTOGRAPH. 12. ADDITIONAL PLANTS MAY BE DEEMED SALVAGEABLE BY THE ZONING INSPECTOR, AND SHALL BE SALVAGED. 13. EXISTING ZONING: RANCHO VISTOSO PAD - HIGH DENSITY RESIDENTIAL AND RANCHO VISTOSO PAD - OPEN SPICE 14. THE GROSS AREA: 48.05 ± ACRES. TOTAL GRADED AREA: 25.3± ACRES TOTAL UNDISTURBED AREA: 22.7± ACRES 15. ANY PLANT THAT MEETS THE SALVAGE CRITERIA IN SECTION 27.6.B.4 SHALL BE PRESERVED IN PLACE OR TRANSPLANTED ON SITE. ANY PLANTS THAT MEET THE CRITERIA THAT ARE DESTROYED SHALL BE REPLACED ON A ONE-TO-ONE RATIO OF THE SAME SPECIES AND SIZE AS THAT DESTROYED. FIVE UNDERSTORY PLANTS FROM THE SUPPLEMENTAL ARIZONA DEPARTMENT OF WATER QUALITY NATIVE PLANT LIST WILL BE PLANTED FOR EVERY MITIGATED TREE. M 16. THE LIMITS OF GRADING SHALL BE STAKED IN THE FIELD, IN ACCORDANCE WITH SECTION 27.6.6.7.6i. DISTURBANCE OUTSIDE THE APPROVED GRADING LIMITS o SHALL NOT BE PERMITTED. Cq N 17, ALL SAGUAROS, BARREL CACTI, AND OCOTILLO ARE TO BE SALVAGED AND o TRANSPLANTED ON -SITE. CHOLLA, PRICKLY PEAR, ECHINOCEREUS, (HEDGEHOG) AND MAMMILLARIA (PINCUSHION) ARE TO BE TRANSPLANTED ACCORDING TO A RATIO TO BE FL DETERMINED BY THE PLANNING / ZONING INSPECTOR. SIGNIFICANT VEGETATION MITIGATION MITIGATION OF SIGNIFICANT VEGETATION SHALL BE IN A ACCORDANCE WITH SECTION 27.6.B.4.j. AMOUNT OF SIGNIFICANT VEGETATION = 7466 ± SQ. FT. AMOUNT OF SIGNIFICANT VEGETATION DISTURBED = 7466 ± SQ. FT. PERCENTAGE OF SIGNIFICANT VEGETATION DISTURBED =100% MITIGATION UNDERSTORY VEGETATION SIGNIFICANT VEGETATION REMOVED RATIO REPLACEMENT TREES REQUIRED (5 PER TREE) (14) TREES (11) CERCIDIUM MICROPHYLLUM 2:1 28 TREES 140 UNDERSTORY PLANTS (2) OLNEYA TESOTA (14) 48" BOX TREES (50%) (1) PROSOPIS VELUTINA (14) 36" BOX TREES (50%) 44 %j -114 RPM 4 " ,I H FlU 1 L 32 33 30 34 `� 29 35 % t C.A. a A„ \ 28 F_ 7,900 SF �36 �27 �I 41 P _� ""-d' I a o 37 �42 i 26 i, A � n = 38 I �43 i �25� : £ W J� - ®m� i 39� ��4424 20 Sri40 I J 45 , I 19 - - 23 \ i-- �. 18 21 17 2 3 4 I� i �L � 7 % I 16 J �--j1 - _ 9 15�. ' 10 14 a \ N 13 �\ 12 PROJECT LAYOUT SCALE 1 "=100' W m _ BOTANICAL NAME COMMON NAME BLUE RIBBON RED RIBBON WHITE RIBBON TOTAL PER PLANT TRANSPLANT --- REMOVE PRESERVE IN PLACE ACACIA CONSTRICTA WHITETHORN ACACIA 36 563 0 599 ACACIA GREGGII CAT CLAW ACACIA 3 78 0 81 CARNEGIEA GIGANTEA SAGUARO 17 2 0 19 CELTIS PALLIDA DESERT HACKBERRY 4 10 0 14 CERCIDIUM FLORIDUM BLUE PALO VERDE 3 6 0 9 CERCIDIUM MICROPHYLLUM FOOTHILL PALO VERDE 4 104 0 108 FEROCACTUS WISLIZENII FISH-HOOK BARREL 37 8 0 45 OLNEYA TESOTA IRONWOOD 33 32 0 65 PROSOPIS VELUTINA MESQUITE 5 19 0 24 ZIZYPHUS OBTUSIFOLIA GREY THORN 11 15 1 0 6 TOTAL 1 143 1 827 1 0 970 Call at least two full working days before you begin excavation. ' 1 ' 1 a I Arizona Blue Stake Inc: Dial 8-1-1 or 1-800-STAKE-IT (782-6348) In Maricopa County: (602) 263-1100 2: 2, 2' 3A 3" =1 MILE 14 13 LOCATION MAP A FUK I IUN Ur 5tl ; I IUN L5 TOWNSHIP 11 SOUTH, RANGE 13 EAST GILA & SALT RIVER MERIDIAN TOWN CF ORO VALLEY, PIMA COUNTY, ARIZONA OWNER/DEVELOPER MATTAMY TUCSON, LLC 6640 N. ORACLE ROAD #110 TUCSON, AZ 85704 (520)297-6846 ATTN: JUSTIN SMITH JUSTIN.SMITH@MATTAMYHOMES.COM LANDSCAPE ARCHITECT THE WLB GROUP, INC. 4444 E. BROADWAY BLVD. TUCSON, AZ. 85711 (520)881-7480 ATTENTION: GARY GRIZZLE ggrizzle@wlbgroup.com s SHEET 1 COVER SHEET SHEET 2 AERIAL PHOTO SHEET 3 INVENTORY SHEET 4 INVENTORY APPROVAL ANY PLANT DEEMED SALVAGEABLE BY THE ZONING INSPECTOR SHALL BE SALVAGED. TOWN OF ORO VALLEY NATIVE PLANT SALVAGE PLAN APPROVED BY: PLANNING & ZONING ADMINISTRATOR DATE NATIVE PLANT PRESERVATION PLAN FOR RANCHO VIA 0 61 NE CH (, D 6, PARCEL „ ' LGTS 1-42 AND C®ANION ADEAC "A" THROUGH "D" bEIN(i A F'UK I IUN OF bLU I IUN 2b TOWNSHIP 11 SOUTH, RANGE 13 EAST GILA & SALT RIVER MERIDIAN UN 0 �91 # TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA ..hw.., DECEMBER 2016 REF. CASE # WLB NO. 185050-MT-17 SHEET 1 F 4 CONTOUR INTERVAL: 1' SCALE: AS SHOWN I w I EXISTING NATIVE PLANTS TO BE TRANSPLANTED ON SITE. a5 EXISTING NATIVE PLANTS TO BE REMOVED FROM SITE 40' 80' 120' AC ACACIA CONSTRICTA AG ACACIA GREGGII CG CARNEGIEA GIGANTEA CP CELTIS PALLIDA CF CERCIDIUM FLORIDUM Cm CERCIDIUM MICROPHYLLUM FW FEROCACTUS WISLIZENII FS FOUQUIERIA SPLENDENS PV PROSOPIS VELUTINA zo ZIZYPHUS OBTUSIFOLIA WHITE THORN ACACIA CAT CLAW ACACIA SAGUARO DESERT HACKBERRY BLUE PALO VERDE FOOTHILL PALO VERDE BARRELCACTUS OCOTILLO VELVET MESQUITE GREY THORN rcall at least two full working days before you begin excavation. Arizona �!MBI St.k e, I r� Dial 8-1-1 or 1-800-STAKE-IT (5-2-5348) In Maricopa County: (602) 263-1100 0 A RATIVE PL.'--%JqT PRESERVATION PLAN FOR RANCHO VISTOSO NEIGHBORHOOD 6, PARCEL I A�T U 11will —0 141— BEING A PORTION OF SECTION 25 TOWNSHIP 11 SOUTH, RANGE 13 EAST GILA & SALT RIVER MERIDIAN TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA DECEMBER 2016 REF. CASE # WLB NO. 185050-MT-17 CONTOUR INTERVAL: 1' SCALE: SHEET OF4 ACACIA CONSTRICTA WHITETHORN C (AC) AC 144 0 6.0 A health RED AC 324 0 6.0 E topo RED AC 502 0 6.0 A health RED AC 689 0 8.0 E topo RED AC 883 0 6.0 E topo RED J AC 145 0 6.0 A health RED AC 325 0 8.0 E topo RED AC 503 0 6.0 G poor form RED AC 693 0 6.0 E topo RED AC 884 0 8.0 E topo RED n_ w AC 146 0 6.0 G poor form RED AC 326 0 6.0 A health RED AC 504 0 6.0 A health RED AC 695 0 6.0 A health RED AC 885 0 8.0 A health RED :Z } Qm H AC 149 0 6.0 G poor form RED AC 327 0 6.0 E topo RED AC 506 0 6.0 A health RED AC 696 0 8.0 A health RED AC 886 0 8.0 A health RED LU _ a AC 150 0 6.0 C not boxable RED AC 328 0 6.0 D soil RED AC 507 0 6.0 D soil RED AC 697 0 6.0 E topo RED AC 887 0 6.0 A health RED >_ z LU a., Q J AC 152 0 8.0 C not boxable RED AC 329 0 6.0 G poor form RED AC 508 0 6.0 D soil RED AC 698 0 6.0 E topo RED AC 889 0 6.0 A health RED E- 0 J (D o. AC 153 0 8.0 A health RED AC 330 0 6.0 E topo RED AC 510 0 6.0 D soil RED AC 699 0 6.0 E topo RED AC 891 0 6.0 E topo RED Q Q U = > z AC 154 0 10.0 B large/old RED AC 332 0 6.0 A health RED AC 511 0 6.0 D soil RED AC 700 0 6.0 E topo RED AC 893 0 6.0 E topo RED ~ < AC 155 0 12.0 B large/old RED AC 335 0 6.0 E topo RED AC 512 0 6.0 E topo RED AC 701 0 6.0 A health RED AC 894 0 8.0 E topo RED AC 157 0 6.0 E topo RED AC 336 0 8.0 E topo RED AC 514 0 6.0 D soil RED AC 702 0 6.0 E topo RED AC 895 0 6.0 E topo RED AC 2 0 8.0 G poor form RED AC 159 0 6.0 G poor form RED AC 338 0 8.0 E topo RED AC 517 0 6.0 D soil RED AC 703 0 8.0 E topo RED AC 896 0 6.0 E topo RED AC 4 0 6.0 D soil RED AC 167 0 6.0 A health RED AC 339 0 6.0 E topo RED AC 519 0 6.0 A health RED AC 704 0 6.0 E topo RED AC 897 0 6.0 E topo RED AC 5 0 8.0 A health RED AC 168 0 10.0 A health RED AC 340 0 6.0 E topo RED AC 523 0 6.0 A health RED AC 705 0 6.0 E topo RED AC 898 0 8.0 G poor form RED AC 6 0 6.0 D soil RED AC 169 0 10.0 A health RED AC 341 0 8.0 E topo RED AC 526 0 8.0 A health RED AC 706 0 6.0 E topo RED AC 904 0 6.0 G poor form RED AC 8 0 6.0 G poor form RED AC 170 0 10.0 C not boxable RED AC 342 0 8.0 E topo RED AC 526 0 8.0 G poor form RED AC 707 0 6.0 G poor form RED AC 907 0 8.0 E topo RED AC 9 0 6.0 D soil RED AC 171 0 8.0 C not boxable RED AC 343 0 8.0 E topo RED AC 527 0 6.0 A health RED AC 709 0 8.0 E topo RED AC 908 0 6.0 E topo RED AC 11 0 6.0 G poor form RED AC 172 0 6.0 A health RED AC 346 0 6.0 E topo RED AC 528 0 8.0 D soil RED AC 711 0 6.0 G poor form RED AC 909 0 8.0 E topo RED AC 13 0 6.0 E topo RED AC 173 0 8.0 A health RED AC 348 0 6.0 E topo RED AC 531 0 8.0 A health RED AC 712 0 6.0 E topo RED AC 911 0 6.0 E topo RED AC 16 0 6.0 E topo RED AC 174 0 8.0 E topo RED AC 349 0 6.0 E topo RED AC 534 0 8.0 D soil RED AC 714 0 6.0 E topo RED AC 912 0 6.0 G poor form RED AC 17 0 6.0 E topo RED AC 175 0 8.0 E topo RED AC 350 0 6.0 E topo RED AC 535 0 8.0 D soil RED AC 715 0 8.0 E topo RED AC 913 0 6.0 A health RED AC 18 0 6.0 E topo RED AC 178 0 8.0 C not boxable RED AC 351 0 8.0 E topo RED AC 536 0 8.0 A health RED AC 716 0 6.0 E topo RED AC 914 0 6.0 G poor form RED AC 21 0 8.0 E topo RED AC 179 0 6.0 A health RED AC 352 0 6.0 E topo RED AC 539 0 6.0 E topo RED AC 717 0 8.0 E topo RED AC 916 0 6.0 A health RED AC 23 0 8.0 D soil RED AC 180 0 8.0 A health RED AC 353 0 6.0 E topo RED AC 540 0 6.0 E topo RED AC 718 0 6.0 A health RED AC 917 0 6.0 E topo RED AC 24 0 6.0 E topo RED AC 181 0 6.0 G poor form RED AC 354 0 8.0 E topo RED AC 541 0 6.0 E topo RED AC 723 0 6.0 E topo RED AC 918 0 6.0 E topo RED AC 27 0 8.0 E topo RED AC 183 0 6.0 A health RED AC 357 0 6.0 E topo RED AC 543 0 6.0 D soil RED AC 724 0 6.0 E topo RED AC 919 0 6.0 E topo RED AC 28 0 8.0 E topo RED AC 187 0 6.0 A health RED AC 358 0 8.0 E topo RED AC 546 0 6.0 A health RED AC 727 0 6.0 E topo RED AC 920 0 6.0 E topo RED AC 29 0 6.0 E topo RED AC 188 0 6.0 A health RED AC 359 0 6.0 E topo RED AC 547 0 6.0 G poor form RED AC 728 0 6.0 E topo RED AC 921 0 8.0 E topo RED AC 31 0 6.0 E topo RED AC 192 0 6.0 A health RED AC 361 0 6.0 E topo RED AC 548 0 6.0 G poor form RED AC 729 0 8.0 E topo RED AC 922 0 8.0 E topo RED AC 32 0 8.0 E topo RED AC 193 0 6.0 A health RED AC 362 0 6.0 E topo RED AC 550 0 6.0 BLUE AC 732 0 6.0 E topo RED AC 924 0 6.0 BLUE AC 33 0 6.0 E topo RED AC 195 0 6.0 A health RED AC 363 0 6.0 E topo RED AC 551 0 6.0 A health RED AC 734 0 6.0 E topo RED AC 925 0 6.0 BLUE AC 34 0 6.0 G poor form RED AC 196 0 6.0 A health RED AC 364 0 6.0 E topo RED AC 552 0 6.0 A health RED AC 755 0 6.0 BLUE AC 926 0 6.0 F adjacent plant RED AC 35 0 6.0 G poor form RED AC 198 0 6.0 A health RED AC 365 0 6.0 E topo RED AC 558 0 8.0 E topo RED AC 757 0 6.0 G poor form RED AC 927 0 6.0 A health RED AC 37 0 6.0 G poor form RED AC 200 0 6.0 BLUE AC 366 0 6.0 E topo RED AC 559 0 8.0 E topo RED AC 758 0 6.0 A health RED AC 928 0 6.0 A health RED AC 39 0 6.0 BLUE AC 201 0 6.0 BLUE AC 368 0 8.0 E topo RED AC 561 0 6.0 E topo RED AC 759 0 6.0 BLUE AC 933 0 6.0 BLUE AC 41 0 6.0 G poor form RED AC 202 0 6.0 G poor form RED AC 369 0 6.0 E topo RED AC 562 0 8.0 E topo RED AC 767 0 6.0 A health RED AC 934 0 6.0 A health RED AC 42 0 8.0 G poor form RED AC 206 0 6.0 BLUE AC 371 0 6.0 D soil RED AC 563 0 8.0 E topo RED AC 768 0 6.0 G poor form RED AC 944 0 6.0 D soil RED AC 43 0 8.0 G poor form RED AC 207 0 6.0 A health RED AC 372 0 6.0 D soil RED AC 564 0 8.0 E topo RED AC 769 0 6.0 G poor form RED AC 947 0 6.0 D soil RED AC 44 0 8.0 C not boxable RED AC 208 0 6.0 A health RED AC 372 0 6.0 A health RED AC 565 0 8.0 G poor form RED AC 772 0 6.0 G poor form RED AC 949 0 6.0 G poor form RED AC 45 0 10.0 D soil RED AC 209 0 6.0 A health RED AC 373 0 8.0 E topo RED AC 567 0 6.0 A health RED AC 774 0 8.0 A health RED AC 950 0 6.0 D soil RED AC 48 0 6.0 A health RED AC 211 0 6.0 A health RED AC 376 0 6.0 E topo RED AC 569 0 6.0 E topo RED AC 776 0 8.0 A health RED AC 952 0 6.0 D soil RED AC 51 0 6.0 E topo RED AC 212 0 6.0 G poor form RED AC 377 0 6.0 E topo RED AC 570 0 6.0 E topo RED AC 781 0 6.0 G poor form RED AC 953 0 6.0 D soil RED AC 52 0 6.0 A health RED AC 213 0 8.0 A health RED AC 378 0 6.0 E topo RED AC 571 0 6.0 E topo RED AC 782 0 6.0 A health RED AC 954 0 8.0 D soil RED AC 53 0 6.0 G poor form RED AC 216 0 6.0 G poor form RED AC 379 0 6.0 E topo RED AC 573 0 6.0 F adjacent plant RED AC 784 0 8.0 E topo RED AC 955 0 8.0 A health RED AC 56 0 8.0 G poor form RED AC 217 0 6.0 A health RED AC 381 0 6.0 E topo RED AC 574 0 10.0 BLUE AC 785 0 8.0 E topo RED AC 956 0 6.0 G poor form RED AC 57 0 8.0 C not boxable RED AC 218 0 8.0 G poor form RED AC 382 0 6.0 E topo RED AC 575 0 8.0 F adjacent plant RED AC 787 0 6.0 E topo RED AC 957 0 6.0 D soil RED AC 62 0 10.0 G poor form RED AC 222 0 6.0 BLUE AC 383 0 6.0 E too p RED AC 576 0 8.0 G poor form p RED AC 790 0 6.0 E too p RED AC 960 0 6.0 A health RED AC 63 0 6.0 A health RED AC 223 0 6.0 G poor form RED AC 384 0 6.0 E topo RED AC 577 0 8.0 C not boxable RED AC 792 0 6.0 E topo RED AC 961 0 6.0 A health RED AC 64 0 6.0 G poor form RED AC 224 0 6.0 C not boxable RED AC 385 0 6.0 E topo RED AC 580 0 6.0 G poor form RED AC 793 0 6.0 E topo RED AC 963 0 8.0 G poor form RED AC 65 0 8.0 C not boxable RED AC 225 0 8.0 C not boxable RED AC 387 0 6.0 E topo RED AC 584 0 6.0 E topo RED AC 794 0 6.0 A health RED AC 964 0 8.0 G poor form RED AC 70 0 6.0 G poor form RED AC 227 0 8.0 G poor form RED AC 388 0 &0 E topo RED AC 585 0 8.0 E topo RED AC 797 0 8.0 A health RED AC 965 0 8.0 G poor form RED AC 71 0 6.0 G poor form RED AC 228 0 8.0 G poor form RED AC 389 0 &0 E topo RED AC 586 0 6.0 E topo RED AC 798 0 6.0 A health RED AC 966 0 8.0 A health RED AC 72 0 6.0 G poor form RED AC 229 0 6.0 A health RED AC 390 0 6.0 E topo RED AC 587 0 8.0 E topo RED AC 799 0 6.0 A health RED AC 967 0 6.0 G poor form RED AC 73 0 6.0 G poor form RED AC 230 0 6.0 A health RED AC 391 0 6.0 E topo RED AC 588 0 6.0 E topo RED AC 801 0 6.0 BLUE AC 968 0 6.0 G poor form RED AC 74 0 6.0 BLUE AC 231 0 10.0 A health RED AC 392 0 6.0 E topo RED AC 589 0 6.0 E topo RED AC 802 0 6.0 BLUE AC 969 0 6.0 D soil RED AC 75 0 6.0 BLUE AC 232 0 6.0 G poor form RED AC 393 0 6.0 E topo RED AC 590 0 6.0 E topo RED AC 805 0 6.0 G poor form RED AC 970 0 8.0 D soil RED AC 76 0 8.0 BLUE AC 233 0 10.0 B large/old RED AC 394 0 6.0 E topo RED AC 593 0 &0 E topo RED AC 806 0 6.0 A health RED AC 971 0 8.0 D soil RED AC 83 0 6.0 BLUE AC 236 0 8.0 A health RED AC 395 0 6.0 E topo RED AC 594 0 8.0 E topo RED AC 807 0 6.0 A health RED AC 972 0 6.0 A health RED AC 84 0 6.0 E topo RED AC 237 0 6.0 G poor form RED AC 396 0 6.0 E topo RED AC 595 0 6.0 E topo RED AC 808 0 8.0 A health RED AC 973 0 6.0 D soil RED AC 85 0 10.0 A health RED AC 238 0 8.0 A health RED AC 397 0 6.0 E topo RED AC 597 0 8.0 E topo RED AC 809 0 8.0 E topo RED AC 974 0 6.0 D soil RED AC 86 0 10.0 C not boxable RED AC 239 0 8.0 G poor form RED AC 398 0 6.0 E topo RED AC 600 0 6.0 E topo RED AC 812 0 6.0 A health RED AC 975 0 8.0 D soil RED AC 87 0 8.0 G poor form RED AC 240 0 8.0 A health RED AC 399 0 6.0 E topo RED AC 601 0 6.0 E topo RED AC 813 0 8.0 C not boxable RED AC 977 0 8.0 A health RED AC 88 0 8.0 C not boxable RED AC 241 0 6.0 G poor form RED AC 401 0 6.0 E topo RED AC 601 0 6.0 G poor form RED AC 814 0 6.0 G poor form RED AC 978 0 6.0 G poor form RED AC 89 0 6.0 G poor form RED AC 242 0 8.0 A health RED AC 402 0 6.0 E topo RED AC 602 0 6.0 G poor form RED AC 816 0 6.0 G poor form RED AC 979 0 8.0 D soil RED AC 90 0 10.0 E topo RED AC 246 0 6.0 A health RED AC 404 0 6.0 E topo RED AC 603 0 8.0 G poor form RED AC 817 0 6.0 A health RED AC 981 0 6.0 A health RED AC 91 0 6.0 A health RED AC 247 0 &0 A health RED AC 405 0 6.0 E topo RED AC 604 0 8.0 G poor form RED AC 818 0 6.0 A health RED AC 982 0 8.0 A health RED AC 92 0 6.0 A health RED AC 248 0 6.0 C not boxable RED AC 406 0 6.0 E topo RED AC 605 0 8.0 BLUE AC 823 0 6.0 G poor form RED AC 984 0 8.0 A health RED E AC 93 0 6.0 E topo RED AC 249 0 6.0 G poor form RED AC 408 0 6.0 A health RED AC 606 0 8.0 F adjacent plant RED AC 825 0 6.0 E topo RED AC 985 0 6.0 D soil RED AC 94 0 6.0 A health RED AC 251 0 8.0 G poor form RED AC 409 0 6.0 E topo RED AC 607 0 8.0 C not boxable RED AC 827 0 6.0 A health RED AC 986 0 6.0 G poor form RED M AC 95 0 6.0 E topo RED AC 263 0 6.0 D soil RED AC 412 0 8.0 A health RED AC 608 0 8.0 BLUE AC 832 0 6.0 E topo RED AC 4778 0 6.0 E topo RED AC 96 0 8.0 E topo RED AC 264 0 6.0 D soil RED AC 414 0 8.0 G poor form RED AC 609 0 6.0 F adjacent plant RED AC 833 0 6.0 E topo RED N AC 97 0 8.0 C not boxable RED AC 265 0 6.0 D soil RED AC 416 0 6.0 D soil RED AC 610 0 8.0 G poor form RED AC 834 0 6.0 A health RED � AC 99 0 8.0 E topo RED AC 266 0 6.0 D soil RED AC 417 0 6.0 A health RED AC 611 0 6.0 G poor form RED AC 839 0 6.0 BLUE AC 100 0 8.0 G poor form RED AC 267 0 6.0 D soil RED AC 418 0 6.0 BLUE AC 613 0 8.0 BLUE AC 840 0 6.0 F adjacent plant RED n AC 101 0 10.0 B large/old RED AC 268 0 6.0 D soil RED AC 419 0 6.0 G poor form RED AC 614 0 6.0 G poor form RED AC 841 0 6.0 A health RED AC 102 0 8.0 topo RED AC 269 0 6.0 D soil RED AC 426 0 6.0 BLUE AC 616 0 6.0 A health RED AC 842 0 6.0 A health RED AC 103 0 6.0 G poor form RED AC 270 0 6.0 D soil RED AC 427 0 6.0 D soil RED AC 617 0 6.0 F adjacent plant RED AC 844 0 6.0 F adjacent plant RED AC 104 0 6.0 G poor form RED AC 271 0 6.0 A health RED AC 428 0 6.0 D soil RED AC 618 0 6.0 G poor form RED AC 845 0 6.0 A health RED AC 10 0 6.0 G poor form RED AC 272 0 6.0 E topo RED AC 431 0 6.0 E topo RED AC 619 0 8.0 BLUE AC 847 0 6.0 G poor form RED AC 107 0 8.0 G poor form RED AC 274 0 6.0 D soil RED AC 432 0 6.0 E topo RED AC 621 0 8.0 C not boxable RED AC 849 0 6.0 A health RED AC 108 0 6.0 F adjacent plant RED AC 275 0 6.0 D soil RED AC 433 0 6.0 A health RED AC 622 0 8.0 G poor form RED AC 853 0 6.0 G poor form RED '{ AC 1 0 8.0 A health RED AC 276 0 6.0 A health RED AC 434 0 6.0 G poor form RED AC 623 0 6.0 BLUE AC 855 0 6.0 A health RED AC 110 10 0 10.0 A health RED AC 277 0 8.0 A health RED AC 437 0 6.0 E topo RED AC 627 0 6.0 G poor form RED AC 859 0 6.0 A health RED co AC 111 0 6.0 G poor form RED AC 278 0 8.0 A health RED AC 438 0 6.0 A health RED AC 628 0 6.0 BLUE AC 863 0 6.0 BLUE a AC 114 0 6.0 G poor form RED AC 283 0 6.0 G poor form RED AC 439 0 6.0 E topo RED AC 629 0 6.0 G poor form RED AC 864 0 6.0 BLUE C AC 115 0 6.0 E topo RED AC 289 0 6.0 A health RED AC 440 0 6.0 G poor form RED AC 632 0 8.0 G poor form RED AC 865 0 6.0 BLUE z AC 118 0 8.0 E topo RED AC 294 0 6.0 A health RED AC 441 0 6.0 E too p RED AC 633 0 8.0 BLUE AC 866 0 6.0 G poor form RED LO AC 119 0 6.0 G poor form RED AC 295 0 6.0 A health RED AC 442 0 8.0 A health RED AC 638 0 6.0 E topo RED AC 867 0 6.0 G poor form RED o co AC 121 0 E RED AC 297 0 6.0 D soil RED AC 443 0 6.0 A health RED AC 644 0 6.0 A health RED AC 868 0 6.0 A health RED a AC 121 0 8.0 8.0 A health health RED AC 298 0 6.0 A health RED AC 448 0 6.0 G poor form RED AC 645 0 6.0 E topo RED AC 869 0 6.0 A health RED a AC 122 0 8.0 G poor form RED AC 299 0 6.0 A health RED AC 449 0 8.0 A health RED AC 646 0 6.0 A health RED AC 870 0 8.0 A health RED AC 123 0 8.0 A health RED AC 302 0 6.0 G poor form RED AC 456 0 8.0 A health RED AC 647 0 6.0 E topo RED AC 871 0 8.0 A health RED o AC 125 0 8.0 A health RED AC 303 0 6.0 G poor form RED AC 462 0 8.0 A health RED AC 648 0 6.0 A health RED AC 872 0 8.0 A health RED CL CU AC 126 0 6.0 A health RED AC 304 0 6.0 A health RED AC 463 0 8.0 A health RED AC 649 0 6.0 E topo RED AC 874 0 8.0 A health RED AC 127 0 6.0 E topo RED AC 306 0 6.0 D soil RED AC 464 0 8.0 E topo RED AC 653 0 6.0 E topo RED AC 876 0 6.0 G poor form RED C: AC 128 0 6.0 A health RED AC 307 0 8.0 D soil RED AC 465 0 6.0 E topo RED AC 654 0 6.0 A health RED AC 877 0 8.0 G poor form RED o AC 131 0 8.0 E topo RED AC 308 0 6.0 D soil RED AC 466 0 6.0 E topo RED AC 655 0 6.0 BLUE AC 878 0 6.0 G poor form RED AC 132 0 6.0 G poor form RED AC 311 0 6.0 D soil RED AC 467 0 6.0 E topo RED AC 666 0 6.0 A health RED AC 879 0 8.0 F adjacent plant ) RED AC 134 0 6.0 G poor form RED AC 312 0 6.0 D soil RED AC 471 0 &0 G poor form RED AC 668 0 6.0 G poor form RED AC 881 0 6.0 BLUE � AC 134 0 6.0 G poor form RED AC 313 0 8.0 D soil RED AC 472 0 &0 E too p RED AC 669 0 6.0 A health RED AC 882 0 6.0 G poor form RED i3 AC 134 0 8.0 C not boxable RED AC 314 0 8.0 D soil RED AC 473 0 6.0 E topo RED AC 671 0 6.0 A health RED 0 AC 13 0 .0 A health RED AC 316 0 8.0 E topo RED AC 475 0 6.0 E topo RED AC 672 0 6.0 D soil RED V AC 136 0 8.0 C not boxable RED AC 317 0 6.0 A health RED AC 476 0 6.0 E topo RED AC 673 0 6.0 G poor form RED NATIVE PLANT PRESERVATION I° PLAN AC 138 0 6.0 A health RED AC 318 0 6.0 A health RED AC 480 0 6.0 E topo RED AC 674 0 6.0 E topo RED FOR o AC 140 0 8.0 A health RED AC 320 0 6.0 A health RED AC 482 0 6.0 E topo RED AC 675 0 6.0 E topo RED ® LO AC 142 0 8.0 A health RED AC 321 0 6.0 G poor form RED AC 484 0 6.0 E topo RED AC 677 0 6.0 E topo RED ANC VI�ST SO NEIGHBORHOO n T t� PARCEL 00 AC 143 0 6.0 E topo RED AC AC 322 323 0 0 6.0 6.0 G poor form A health RED RED AC AC 485 488 0 0 6.0 6.0 E topo E topo RED RED AC AC 678 679 0 0 6.0 E topo RED , LOTS 1-42N[ COMMON AREAS "A" THROUGH "®" 6.0 BLUE AC 490 0 6.0 E topo RED AC 680 0 6.0 BLUE o,W BEING A PORTION OF SECTION 25 AC 491 0 6.0 E topo RED AC 681 0 6.0 BLUE AC 492 0 6.0 D soil RED AC 683 0 6.0 G poor form RED ti y TOWNSHIP 11 SOUTH, RANGE 13 EAST Engineering Planning surveying AC 493 0 6.0 E topo RED AC 684 0 10.0 C not boxable RED �' 2sszt�-� GILA & SALT RIVER MERIDIAN The 1 n / Landscape architecture urban Design located in Tucson, Phoenix, AC 494 0 6.0 E top0 RED AC 685 0 8.0 G poor form RED Call at least two full working days CD GRAY GRIZZLE m TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA V V L B FlaOffgs Flagstaff, Arizona, AC 496 0 6.0 E too p RED AC 686 0 6.0 E too p RED before you begin excavation. Group and Las Vegas, Nevada 4444 East Broadway AC 498 0 6.0 E topo RED AC 688 0 10.0 E topo RED , � ' � a Iaka, ofP qqf 8'grred "' DECEMBER 2016 REF. CASE # Arizona Blue Inc.. S.P �0NA. Tucson, Arizona (520) 881-7480 * DENOTES SIGNIFICANT VEGETATION Dial 8-1 -1 or 1 -800-STAKE-IT (782-5348) In Maricopa County: (602) 263-1100 U WLB NO. 185050-MT-17 kplres 12/3AII CONTOUR INTERVAL: 1' SCALE: N/A SHEET 3 OF 4 ACACIA GREG I CAT CLAW ACACIA (AG) H m ? LL > a. w m d U w > I-- Ly AG 3 0 6.0 C not boxable RED AG 12 0 8.0 C not boxable RED AG 22 0 6.0 G poor form RED AG 25 0 6.0 D soil RED AG 46 0 8.0 C not boxable RED AG 69 0 6.0 G poor form RED AG 98 0 8.0 C not boxable RED AG 106 0 6.0 G poor form RED AG 112 0 6.0 C not boxable RED AG 117 0 8.0 C not boxable RED AG 129 0 6.0 G poor form RED AG 139 0 8.0 A health RED AG 151 0 8.0 C not boxable RED AG 156 0 8.0 G poor form RED AG 158 0 10.0 B large/old RED AG 160 0 6.0 BLUE AG 161 0 6.0 G poor form RED AG 166 0 6.0 BLUE AG 177 0 6.0 G poor form RED AG 182 0 8.0 C not boxable RED AG 199 0 6.0 C not boxable RED AG 203 0 6.0 A health RED AG 204 0 6.0 A health RED AG 205 0 6.0 C not boxable RED AG 210 0 6.0 G poor form RED AG 226 0 10.0 B large/old RED AG 243 0 8.0 C not boxable RED AG 261 0 6.0 D soil RED AG 305 0 6.0 D soil RED AG 309 0 6.0 C not boxable RED AG 315 0 6.0 E topo RED AG 334 0 6.0 D soil RED AG 337 0 6.0 A health RED AG 345 0 6.0 E topo RED AG 347 0 &0 E topo RED AG 355 0 8.0 E topo RED AG 356 0 8.0 E topo RED AG 360 0 6.0 E topo RED AG 367 0 6.0 E topo RED AG 436 0 6.0 E topo RED AG 474 0 6.0 E topo RED AG 479 0 6.0 E topo RED AG 495 0 6.0 E topo RED AG 518 0 6.0 G poor form RED AG 527 0 8.0 D soil RED AG 528 0 6.0 G poor form RED AG 529 0 8.0 C not boxable RED AG 533 0 6.0 D soil RED AG 578 0 6.0 C not boxable RED AG 579 0 8.0 C not boxable RED AG 582 0 8.0 E topo RED AG 583 0 6.0 E topo RED AG 624 0 8.0 C not boxable RED AG 630 0 6.0 G poor form RED AG 631 0 8.0 G poor form RED AG 643 0 6.0 E topo RED AG 651 0 10.0 C not boxable RED Q LO AG 670 0 6.0 BLUE M AG 676 0 6.0 E topo RED CD AG 708 0 6.0 A health RED AG 726 0 6.0 E topo RED cli AG 773 0 6.0 C not boxable RED 4 AG 788 0 8.0 E topo RED o AG 789 0 6.0 G poor form RED -a AG 795 0 6.0 G poor form RED AG 796 0 6.0 A health RED AG 811 0 6.0 E topo RED AG 828 0 6.0 A health RED AG 831 0 6.0 A health RED AG 848 0 6.0 G poor form RED a AG 854 0 6.0 A health RED AG 923 0 6.0 C not boxable RED CD AG 929 0 6.0 A health RED a AG 946 0 8.0 D soil RED to AG 948 0 6.0 A health RED z AG 958 0 6.0 D soil RED AG 959 0 6.0 A health RED AG 962 0 6.0 A health RED co a AG 976 0 6.0 C not boxable RED a AG 980 0 6.0 C not boxable RED N AG 983 0 6.0 G poor form RED 0 a� a U rn r= J N 0 U E B CU T 0 M 0 LO 0 J w z LL w CL LL! .. _ J ; z a wCL F- U = CG 78 0 4.0 BLUE CG 255 0 1.0 BLUE CG 410 0 3.0 BLUE CG 420 0 8.0 BLUE CG 486 0 8.0 A health RED CG 487 0 2.0 A health RED CG 516 0 8.0 BLUE CG 520 0 6.0 BLUE CG 521 0 2.0 BLUE CG 522 0 8.0 BLUE CG 635 0 10.0 BLUE CG 636 0 12.0 BLUE CG 733 0 2.0 BLUE CG 750 0 8.0 BLUE CG 783 0 4.0 BLUE CG 800 0 8.0 BLUE CG 850 0 4.0 BLUE CG 860 0 6.0 BLUE CG 888 0 8.0 BLUE CELTIS PALLIDA DESERT HACKBERRY WA z Abe U_ , o- �. D z F' ICU w >z U = CP 113 0 8.0 C not boxable RED CP 116 0 6.0 C not boxable RED CP 197 0 6.0 BLUE CP 292 0 6.0 C not boxable BLUE CP 386 0 6.0 D soil RED CP 447 0 6.0 BLUE CP 459 0 6.0 A health RED CP 532 0 6.0 G poor form RED CP 545 0 6.0 A health RED CP 667 0 6.0 BLUE CP 721 0 6.0 E topo RED CP 779 0 6.0 C not boxable RED CP 786 0 8.0 E topo RED CP 901 0 8.0 G poor form RED IDIt, FLORIDUfA BLUE PAL - VERD (CF) w a Li _J z U `) la- U = CF 10 12 10.0 A health RED CF 19 4 10.0 A health RED CF 79 4 10.0 BLUE CF 80 4 10.0 BLUE CF 81 4 10.0 A health RED CF 124 6 10.0 A health RED CF 141 6 10.0 A health RED CF 244 4 10.0 BLUE CF 599 6 10.0 G poor form RED CEP.:. I _ IiCk'OP `tf'LL FOOTHILL PALO V RDE (C w Aral a >- z w a. _ Q Q p� W > CM 30 6 10.0 A health RED CM 40 12 12.0 A health RED CM 47 8 10.0 A health RED CM 49 4 10.0 E topo RED CM 50 8 12.0 E topo RED * CM 55 12 10.0 E topo RED CM 58 10 10.0 A health RED CM 59 10 12.0 A health RED CM 61 14 12.0 A health RED * CM 66 14 10.0 C not boxable RED CM 77 6 10.0 G poor form RED * CM 147 14 12.0 C not boxable RED CM 148 4 8.0 G poor form RED * CM 162 14 14.0 C not boxable RED CM 164 4 10.0 G poor form RED CM 165 4 10.0 G poor form RED CM 176 4 10.0 G poor form RED CM 184 6 10.0 G poor form RED CM 185 6 12.0 A health RED CM 186 6 12.0 A health RED CM 189 4 10.0 A health RED CM 194 6 10.0 A health RED CM 214 8 10.0 A health RED CM 215 10 10.0 A health RED * CM 219 12 12.0 C not boxable RED * CM 234 12 14.0 C not boxable RED * CM 235 14 14.0 C not boxable RED CM 245 4 8.0 G poor form RED * CM 252 12 12.0 C not boxable RED CM 253 10 12.0 A health RED CM 254 10 10.0 A health RED CM 257 10 12.0 A health RED CM 258 6 10.0 A health RED * CM 259 12 10.0 C not boxable RED CM 260 4 8.0 G poor form RED CM 262 4 8.0 D soil RED CM 273 6 10.0 A health RED CM 279 4 8.0 G poor form RED CM 280 6 10.0 A health RED CM 281 8 12.0 A health RED CM 282 6 10.0 A health RED CM 284 10 10.0 A health RED CM 285 6 10.0 A health RED CM 286 6 10.0 G poor form RED CM 287 6 10.0 A health RED CM 288 6 10.0 G poor form RED CM 290 10 10.0 G poor form RED CM 291 6 10.0 A health RED CM 293 4 10.0 A health RED CM 296 4 10.0 G poor form RED CM 319 4 10.0 E topo RED CM 333 4 8.0 E topo RED CM 375 10 10.0 A health RED CM 400 6 10.0 E topo RED CM 407 6 10.0 G poor form RED CM 411 4 10.0 E topo RED CM 413 4 10.0 A health RED CM 415 4 10.0 A health RED CM 468 6 10.0 G poor form RED CM 469 8 12.0 A health RED CM 478 6 10.0 A health RED CM 481 8 10.0 E topo RED CM 483 4 10.0 E topo RED CM 497 6 10.0 E topo RED CM 499 4 10.0 E topo RED CM 501 6 10.0 A health RED CM 509 4 10.0 D soil RED CM 524 6 10.0 A health RED CM 525 6 10.0 A health RED CM 549 10 10.0 A health RED CM 553 4 8.0 D soil RED CM 556 4 8.0 A health RED CM 568 6 10.0 E topo RED CM 581 8 12.0 E topo RED CM 634 6 10.0 A health RED CM 652 4 10.0 BLUE CM 692 10 10.0 A health RED CM 722 6 10.0 A health RED CM 731 6 10.0 A health RED * CM 743 12 12.0 C not boxable RED CM 744 10 10.0 G poor form RED CM 766 4 8.0 E topo RED CM 780 6 10.0 E topo RED CM 791 6 10.0 E topo RED CM 803 6 10.0 G poor form RED CM 824 4 8.0 E topo RED * CM 851 12 12.0 B large/old RED CM 852 8 10.0 A health RED CM 856 10 10.0 A health RED CM 857 10 10.0 A health RED CM 858 4 10.0 E topo RED CM 862 6 10.0 BLUE CM 873 8 10.0 A health RED CM 890 4 10.0 E topo RED CM 892 4 8.0 E topo RED CM 903 4 8.0 D soil RED CM 905 8 10.0 E topo RED CM 906 10 12.0 A health RED CM 932 4 8.0 BLUE CM 935 6 10.0 E topo RED CM 936 8 10.0 E topo RED CM 937 6 10.0 E topo RED CM 938 4 8.0 BLUE CM 939 6 10.0 D soil RED CM 940 8 10.0 D soil RED CM 941 6 10.0 A health RED CM 942 12 10.0 A health RED CM 943 4 10.0 A health RED FEROCACTUS WISLIZEN11 FISH-HOOK L (F �r w m z As LL z a N w z H FW 60 0 1.0 BLUE FW 67 0 2.0 BLUE FW 130 0 5.0 B large/old RED FW 137 0 1.0 BLUE FW 190 0 1.0 BLUE FW 191 0 1.0 BLUE FW 220 ! 0 1.0 BLUE FW 250 0 2.0 BLUE FW 256 0 2.0 BLUE FW 301 0 1.0 BLUE FW 310 0 1.0 BLUE FW 370 0 1.0 BLUE FW 374 0 2.0 BLUE FW 421 0 1.0 BLUE FW 422 0 1.0 BLUE FW 423 0 1.0 BLUE FW 424 0 2.0 BLUE FW 425 0 1.0 BLUE FW 457 0 3.0 BLUE FW 470 0 1.0 BLUE FW 530 0 3.0 A health RED FW 637 0 4.0 B large/old RED FW 640 0 2.0 BLUE FW 641 0 2.0 BLUE FW 642 0 5.0 B large/old RED FW 650 0 1.0 BLUE FW 694 0 1.0 BLUE FW 710 0 1.0 BLUE FW 720 0 1.0 BLUE FW 725 0 1.0 BLUE FW 730 0 1.0 BLUE FW 735 0 1.0 BLUE FW 756 0 3.0 A health RED FW 770 0 1.0 BLUE FW 775 0 2.0 A health RED FW 804 0 1.0 BLUE FW 810 0 2.0 BLUE FW 830 0 1.0 BLUE FW 846 0 2.0 A health RED FW 861 0 1.0 BLUE FW 875 0 1.0 BLUE FW 902 0 1.0 BLUE FW 915 0 3.0 BLUE FW 930 0 2.0 BLUE FW 931 0 1.0 A health RED OLINEYA TESOTA PROSOPISL TIN IRONWOOD (OT) VELVET MESQUITE (PV) zi a. m z a. = m w > a w > U U = OT 380 6 10.0 E topo RED * PV 7 12 14.0 B large/old RED OT 430 6 10.0 G poor form RED PV 14 4 10.0 E topo RED OT 435 4 10.0 BLUE PV 15 6 12.0 E topo RED OT 444 6 12.0 BLUE PV 20 4 10.0 E topo RED OT 445 4 10.0 BLUE PV 26 14 14.0 A health RED OT 446 8 12.0 BLUE PV 81 4 10.0 BLUE OT 450 8 12.0 BLUE PV 82 4 10.0 BLUE OT 451 4 8.0 BLUE PV 429 4 8.0 A health RED OT 452 4 10.0 BLUE PV 458 8 10.0 A health RED OT 453 4 10.0 F adjacent plant RED PV 489 10 10.0 A health RED OT 454 4 10.0 BLUE PV 591 4 10.0 E topo RED OT 455 4 10.0 BLUE PV 592 4 10.0 E topo RED OT 460 4 10.0 BLUE PV 598 4 10.0 E topo RED OT 461 4 10.0 A health RED PV 612 6 12.0 C not boxable RED OT 500 4 10.0 E topo RED PV 615 4 8.0 BLUE OT 505 6 10.0 E topo RED PV 620 4 10.0 G poor form RED OT 513 6 10.0 D soil RED PV 625 6 12.0 G poor form RED OT 515 4 10.0 BLUE PV 626 4 10.0 BLUE OT 538 8 12.0 E topo RED PV 682 4 10.0 BLUE OT 542 4 10.0 E topo RED PV 687 4 10.0 E topo RED OT 544 4 10.0 D soil RED PV 691 6 10.0 E topo RED OT 554 6 8.0 G poor form RED PV 737 8 10.0 G poor form RED OT 557 6 10.0 E topo RED PV 778 4 8.0 A health RED OT 560 6 10.0 E topo RED PV 910 6 10.0 E topo RED OT 566 6 10.0 E topo RED OT 596 6 10.0 E topo RED OT 639 4 10.0 BLUE * OT 690 22 12.0 E topo RED OT 736 6 10.0 E topo RED OT 738 4 10.0 BLUE ZIZYPHUS OBTUSIFOLIA OT 739 4 10.0 F adjacent plant RED GREY THORNZ OT 740 4 10.0 F adjacent plant RED OT 741 4 8.0 BLUE OT 742 4 10.0 BLUE * OT 745 14 12.0 B large/old RED w z OT 746 4 10.0 BLUE w 2 w D OT 747 6 10.0 A health RED 0. D w H- OT 748 4 10.0 D soil RED z C' C� Q OT 749 4 8.0 BLUE Q a w > OT 751 6 10.0 A health RED OT 752 4 10.0 BLUE OT 753 4 8.0 BLUE ZO 36 0 6.0 A health RED OT 754 4 8.0 BLUE ZO 163 0 6.0 BLUE OT 760 6 10.0 E topo RED OT 761 6 10.0 E topo RED ZO 331 0 6.0 E topo RED OT 762 6 10.0 A health RED ZO 713 0 6.0 E topo RED OT 763 6 10.0 E topo RED ZO 945 0 6.0 D soil RED OT 764 10 14.0 A health RED ZO 951 0 8.0 C not boxable RED OT 771 4 &0 BLUE OT 777 6 10.0 BLUE OT 815 6 10.0 A health RED OT 819 4 8.0 BLUE OT 820 6 10.0 BLUE OT 821 4 10.0 BLUE OT 822 4 10.0 F adjacent plant RED OT 826 10 12.0 E topo RED OT 829 4 10.0 BLUE OT 835 4 8.0 BLUE OT 836 6 10.0 BLUE OT 837 6 10.0 BLUE OT 838 6 10.0 BLUE OT 843 6 10.0 BLUE OT 880 4 10.0 BLUE OT 899 6 10.0 G poor form RED OT 900 6 10.0 BLUE Call at least two full working days before you begin excavation. ; Arizona Blue Stake, Inc. Dial 8-1-1 or 1-800-STAKE-IT (782-5348) * DENOTES SIGNIFICANT VEGETATION In Maricopa County:(602j263-1100 WMA NATIVE PLANT PRESERVATION PLAN FOR RANCHO VISTOSO NEIGHBORHOOD 6, PARC LOTS 1-42 AND COMMON AREAS "A" THROUGH BEING A PORTION OF SECTION 25 TOWNSHIP 11 SOUTH, RANGE 13 EAST y GILA & SALT RIVER MERIDIAN rn TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA e DECEMBER 2016 REF. CAST ' WLB N0. 185050-MT-17 let" 1� CONTOUR INTERVAL: 1' SCALE: N/A HEET GENERAL NOTES 1. THE GROSS AREA OF THIS DEVELOPMENT IS 13.96 ACRES 2. TOTAL GRACED AREA IS 8.7 t ACRES 3. TOTAL UNDISTURBED AREA = 5.3 ACRES 4. PERIMETER SETBACKS REQUIRED/PROVIDED (PER P.A.D. HIGH DENSITY RESIDENTIAL STANDARDS): FRONT = 20 ; SIDE = 5'; REAR = V. MINIMUM SETBACK FROM ADJACENT PROPERTIES = 5'. ON - LOT SETBACKS PROVIDED: FRONT = 10' PROVIDED THAT A DRIVEWAY OF AT LEAST 20' IN LENGTH IS MAINTAINED ON THE LOT; SIDE = 5' OR O' FOR COMMON WALL ON ZERO LOT LINE; REAR = 5'.. 5. COMMON AREAS / OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE H.O.A. 6. EXISTING ZONING IS RANCHO VISTOSO PAD TOWN CENTER AND RANCHO VISTOSO PAD OPEN SPACE 7. BUFFERYARD TYPES: SEE TABLE BELOW B. ASSURANCES FOR LANDSCAPING AND RE -VEGETATION BONDS MUST BE POSTED PRIOR TO ISSUANCE OF GRADING PERMITS. 9. PROPERTY OWNER SHALL MAINTAIN BUFFERYARD PLANTINGS TO ENSURE UNOBSTRUCTED VISIBILITY TO MOTORISTS. ALL SHRUBS, ACCENTS, AND GROUNDCOVERS SHALL NOT EXCEED THIRTY (30) INCHES IN HEIGHT WITHIN SITE VISIBILITY TRIANGLES. TREES WITHIN SITE VISIBILITY TRIANGLES WILL BE MAINTAINED TO ENSURE THAT BRANCHES / FOLIAGE ARE NOT BELOW A HEIGHT OF SIX (6') FEET. 10. MATERIALS WITHIN THE SIGHT VISIBILITY TRIANGLES MUST BE PLACED SO AS NOT TO INTERFERE WITH A VISIBILITY PLANE DESCRIBED BY TWO HORIZONTAL LINES LOCATED THIRTY (30) INCHES AND SEVENTY-TWO (72) INCHES ABOVE FINISH GRADE OF ROADWAY SURFACE. 11. IN THE EVENT OF ABANDONMENT OF THE SITE AFTER GRADING / DISTURBANCE OF NATURAL AREAS, DISTURBED AREAS SHALL BE RE -VEGETATED WITH A NON -IRRIGATED HYDRO SEED MIX FROM OVZCR ADDENDUM D: APPROVED REVEGETATION SEED MIX. 12. ALL PLANT MATERIAL SHALL MEET THE MINIMUM STANDARDS CONTAINED IN THE CURRENT EDITIONS OF THE ARIZONA NURSERY ASSOCIATION'S GROWERS COMMITTEE RECOMMENDED TREE SPECIFICATIONS AND THE AMERICAN ASSOCIATION OF NURSERYMEN AS TO SIZE, CONDITION AND APPEARANCE. 13. PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE TEMPORARY IRRIGATION SYSTEM AS LONG AS NECESSARY IN ORDER TO TRANSITION PLANTS OVER TO NATURAL SOURCES. ANY PLANT MATERIALS THAT DIE IN TRANSITION, FOR ANY REASONS, SHALL BE REPLACED IN ACCORDANCE WITH SECTION 27.6.E.4., MAINTENANCE. 14. LANDSCAPE SHALL CONFORM TO ORO VALLEY LANDSCAPE CODE. 15. MITIGATION OF SURVEYED PLANTS IN THE NATIVE PLANT PRESERVATION PLAN WILL BE INCORPORATED INTO THE LANDSCAPE DESIGN. 16. TREE AND SHRUB LOCATIONS ARE PRELIMINARY. 17. ALL PLANTS TO BE IRRIGATED WITH AN UNDERGROUND AUTOMATIC DRIP IRRIGATION SYSTEM. 18. HYDROSEED ALL AREAS DISTURBED BY GRADING OPERATIONS AROUND LOTS AND ALONG ROADS. DECOMPOSED GRANITE SHALL BE PLACED AT ENTRIES. 19. LANDSCAPE AREAS THAT ARE SUSCEPTIBLE TO DAMAGE BY PEDESTRIAN OR AUTO TRAFFIC SHALL BE PROTECTED BY CURBS, TREE GUARDS OR OTHER DEVICES. 20. LANDSCAPE SHALL BE DESIGNED TO MINIMIZE SEDIMENT, SAND AND GRAVEL BEING CARRIED INTO THE STREETS BY STORM WATER OR OTHER RUNOFF. 21. LANDSCAPE DESIGN ENABLES ADEQUATE PLANT SPACING TO ENSURE SURVIVABILITY AT PLANT MATURITY. E 22. ALL LANDSCAPED AREAS ARE TO BE FINISHED WITH A NATURAL TOPPING OF AT LEAST TWO (2) INCHES IN DEPTH. 23. TREES AND LARGE SHRUBS SHALL BE ADEQUATELY SUPPORTED WHEN PLANTED 24. ANY SPADED OR BOXED TREE TRANSPLANTED ON SITE THAT DIES DUE TO NEGLECT OR LACK OF MAINTENANCE SHALL BE REPLACED WITH THE SAME SIZE AND SPECIES OF THE ORIGINAL SALVAGED TREE, AS REQUIRED BY THE SALVAGE PLAN. Z a 25. THE LIMITS OF GRADING SHALL BE STAKED IN THE FIELD, IN ACCORDANCE WITH SECTION 27.6.B.7.C.11. DISTURBANCE OUTSIDE THE APPROVED GRADING LIMITS SHALL a NOT BE PERMITTED. 26. THE DEVELOPER SHALL REPLACE REMOVED OR DAMAGED PLANT MATERIALS WITH LIKE SIZE AND SPECIES, AND SHALL MAINTAIN AND GUARANTEE THE REPLACEMENT PLANT MATERIALS FOR A PERIOD OF THREE (3) YEARS. 27. NO SALVAGE OF PLANTS REGULATED BY THE ENDANGERED SPECIES ACT AND/OR THE 15 ARIZONA NATIVE PLANT LAW MAY OCCUR WITHOUT THE ISSUANCE OF THE APPROPRIATE PERMIT BY THE STATE DEPARTMENT OF AGRICULTURE. g 28. DEEP ROOTED VEGETATION AND TREES SHALL NOT BE PLANTED CLOSER THAN 7.5 FEET FROM A PUBLIC WATER LINE. EXCEPTIONS FOR ALTERNATIVE DESIGN SOLUTIONS SUCH AS ROOT BARRIERS SHALL BE CONSIDERED ON A CASE BY CASE BASIS. FINAL LANDSCAPE PLAN VIEWPOINTE II AT VISTOSO TRAILS OV 1700068 0' 1009 2009 3009 RI 1RRFR V A R n TO(1TFQ HONEY BEE VILLAGE PRESERVE BK. 61, PG. 34 ZONING: P.A.D. TOWN C�iv I tR 1. BUFFERYARDS ARE BASED ON REQUIREMENTS OF OVZCR BUFFERYARD TABLE 27-7. 2. MOORE RD. IS CLASSIFIED AS A COLLECTOR STREET BUFFERYARD PLANTS REQUIRED PER 100' PLANTS PROVIDED PER 100' - GROUNDCOVER TREATMENT TYPE WIDTH TREES SHRUBS ACCENTS TREES SHRUBS ACCENTS WEST MOORERD STREE� BUFFERYARD 'A' 15' MIN. 4 4 e 4 4 8 1 DG NORTHEAST: TOWN CENTER -MHDR 20'NATURALTYPE-A- NORTHEAST: OS - OS 20'NATURALTYPE -A- SOUTHEAST OS -OS NONE REQUIRED SOUTHEAST: TOWN CENTER - TOWN CENTER NONE REQUIRED SOUTH: TOWN CENTER - TOWN CENTER NONE REQUIRED ARI, ZONA8111 7r wnwlr. 1r L v HDR MHDR MDR OS/REC TOWN CENTER i:r _`• :' ® P.A.D. ZONING MAP ® LOCATION MAP RANCHO VISTOSO A PORTION OF SECTION 25 T11S, R13E, G. & S.R.M., 3"=1 MILE 3"=1 MILE TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA LEGEND HOHOKAM MESA VISTOSO TOWN CENTER BOOK 61, PAGE 084, P.C.R. APPROVAL BY: PLANNING AND ZONING ADMINISTRATO `pHeacgp ,o CnIpH n S I • RETER NCHOLRS lTi RtrMNEY qr. v... v,.ps o�ls,l16 PROJECT BOUNDARY SLOPES PROPOSED LOT LINE r �7_Tr SIGHT VISIBILITY TRIANGLE (SYT) EXISTING RIGHT-OF-WAY LINE EXISTING RIPRAP (AS NOTED) PROPOSED RIGHT-OF-WAY LINE PROPOSED ROCK -FACED SLOPE PANNG EXIST. PAVEMENT 0 PROPOSED CONCRETE SIDEWALK PROPOSED CURB & PAVEMENT - �'- � - � EXIST. CONCRETE SIDEWALKE EXIST. PUBLIC SEWER LINE &MANHOLE EXIST. PUBLIC WATERLINE & VALVE `------' EXIST. CULVERT PROPOSED CULVERT EXISTING EASEMENT LINE ® ® ® ❑ PROPOSED TEP EQUIPMENT PROPOSED EASEMENT LINE -G-W- PROPOSED WATER MAIN & VALVE LOT SETBACKS (TYP.) 100-YEAR FLOODPLAIN PROPOSED FIRE HYDRANT -S- PROPOSED SEWER MAIN & MANHOLE - -- - - - EXISTING WALL CDEXISTING VEGETATION TO REMAIN --� EXIST. P.A.D. OPEN SPACE LINE n A PROPOSED NON -MOTORIZED TRAIL OWNER/DEVELOPER MATTAMY TUCSON, LLC 3561 E. SUNRISE DR. SUITE 247 TUCSON, AZ 85718 (520) 297-6850 ATTN: JIMMY GAULIN JI MMY.GAULINRAIATTAMYCORP.COM SHEET INDEX LANDSCAPE ARCHITECT THE WLB GROUP, INC. 4444 E. BROADWAY BLVD. TUCSON, AZ. 85711 (520) 881-7480 ATTN: GARY GRIZZLE SHEET 1........... COVER SHEET SHEET 2........... PLANTING PLAN SHEET 3........... PLANT SCHEDULE / NOTES SHEET 4........... IRRIGATION PLAN SHEET 5........... IRRIGATION LEGEND SHEET 6 & 7... PLANTING / IRRIGATION DETAI SHEET 8 & 9... PLANTING / IRRIGATION SPECIFfATION NOV 3 0 2017 , R DATE FINAL LANDSCAPE IRRIGATION LAN FOR•• VIEWPOINTS II AT VISTOSO TRA�Z�`- LOTS 1-45 AND COMMON AREAS -A" (COMMON AREA) & "B" (OPEN SPACE) BEING A RESUBDIVISION OF THE RETREATS AT VISTOSO CONDOMINIUMS, VISTOSO TOWN CENTER, RANCHO VISTOSO - NEIGHBORHOOD 6 RECORDED IN MAP BOOK 61 PAGE 85, WHICH IS A PORTION OF SECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G. & S.R.M. TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA REF. CASE #OV1205.28A NOVEMBER 2017 WLB NO. 185050-MT-17 #OV1601683 CONTOUR INTERVAL: 1' SCALE: AS SHOWN SHEET 1 OF 9 COMMON AREA "A" PROJECT BOUNDARY ROPOSED WEIR WALL /% l l I BY CIVIL PLANS x�� ( C_0),(MDN-A OPEN SPACE BOUNDARY REPOSED BARRICADE j\ °0 RAILING. SEE CIVIL EXISTING VEGETATION ' °S �._ ^� \ C EA I _ / - • PLANS � TO REMAIN (TYP.) .�C` BOU •s.. I "1 ! �' - , ROPOSED ; ,,, NDARY - r - PRO - i' I I ® DETENTION ASIN r ' - _ DISTURBED AREA TO � � i' OMMON AREA •8 9'i ,F �-- -wBE HYDROSEEDED _ DIS/ I1UI REED AREA { i ' . ® - i _ -- so' (TYP.)- ;�E HYDROSEEDED PROPOSED4' i (�) ® I _ , RETAINING WALL `� P +' REPOSED SIDEWALK os REPOSED GROUTED \ :=� I SCUPPER AND GROUTED RIPRAP SLOPE PROTECTION - / \ Q 0 'RAP SPILLWAY \ • ' REPOSED 20 01:1 (TYP.) / ( q NON -MOTORIZED 29 / / 20 / RECREATION EASEMENT , J II ,yet' + / � 28 ..:. / /\ \ PROPOSED SIDEWALX REPOSED PUBLIC l SCUPPER AND GROUTED �� RIPRAP SPILLWAY y \ SEWER SYSTEM ,r , \ / 1 ' - 27 19 ROPOSED 4' HIGH PROPOSED 5' SIDEWALK \ PROPOSED 5' SIDEWALK 4' HIGH DRAINAGE / • \ \RETAINING WALL - - a�a¢al - RETAINING WALL DIS DISTURBED i DISTURBED AREA T0� BY CIVIL PLANS ,_._ ! • \` \ C M N/ EX/"A' \ - BE HYDROSEEDED 18 _ OCK PER CIVIL \\ - 33 i a0 26 COMM AREA •q' <) 14 \ `\ .PLANS (TYP.) 0 • 17 34 FIRE HYDRANT of �. / I of / 25 J v \\ COMMON REA B HIGH RETAINING MIT Of .G. WALL PER CIVIL PLANS F— :�y 16 DG- 21. \ t, o •� -�- ROPOSED STORM 23 22 I �K-<,• DRAIN + DG IN *,� v A - - . ROPOSED 4' HIGH f of ; ' v > `, \ �� \\ /CURBWAY, TYP. > �� / RETAINING WALL • �� 15/ / ' ROPOSED BARRICADE \ \/ / ^ ° \ �� 1= _ " ' •'J l— -- BY CINIJPJANS �;` / / / RAILING. SEE CIVIL PLANS / / \ \ s ---- gERT.WTS NE s \, \' i . +�°°/ /\ ♦ %00 \ / .dye +� - N 0 (PUBLIC STR� T1 • ' _ 1 AND TEMERGENCYCACC SS 1 \ ... EASEMENT, BK. 61, PG. 84 a' + + s� \ 44 // \ • s . f \\ \/ _ DRAINFWG. STORM COMMON _AREA "A' \\ rAF _ �/ YYY ; T � \ \ FIRE HYDRANT f „ ; ,;� :� V �� // \ � JIG 45 a�° 0\�// - - R AY, IYP.r ' 10'-- ==�+r` RE ACCESS LANE DclB 9-__I�� • --$ _ 39 ,� \\ [� Q 1 ROPOSW 4' W7D( J �fJ ROPOSED WATER - - g i + '\• / v •s I CONC. SIDEWALK TYP) i SYSTEM 1 1 13 \ Lam- L REPOSED FIRE P --- \�-r ep0 \ \/ / 40 /, o ® 5 i/ / \ \� ;te LIMIT F D.G. \I HYDRANT g _ �-/ \\ \\ \ i�� "• \ / eN"' �� \ 4 \. / ® ! ROPOSED PUBLIC 7 L-C� SEWER SYSTEM j PROPOSED ISTURBED AREA TO BE a IT OF D.G./ 12 HYDROSEEDED (TYP.) 3 \ \. DETENTION B AST \� \\ . • LISTER MAILBOX BASIN ACCESS RAMS Q COMMON AREA "A"�----r AR7IFlCAL TURF / LOCATION \ , ® � J \ _' / C MON AREA .A. \ � \\ \\ PRO ECT BOUNDARY _ �// / \ 2a1 \\ / ! PROPOSED�BASI ® \ 11 ROJECT BOUNDARY ARTIFlCAL TURF WlliT STRUCTURE -6 a THE FRONT YARD OF EACH RESIDENTIAL �- LOT WILL BE PLANTED WITH \\ I , DG \ \ REPOSED , - PROPOSED BARRICADE TWO (2) NURSERY TREES, TYPE 1 OR 2 NOTE. A SEPARATE LICENSE \ _ 1 \ / DRAINAGE CHANNEL DECOMPOSED GRANITE =. AGREEMENT IS REWIRED FOR � - \/ WATER USEANDA MINIMUM OF \ _ - IN BASINS, TYPICAL TWENTY-FOUR (24) INCH BOX SIZE, ARTIFlCIAL TURF IN THE PUBLIC \ > XISTING WALL ; PLACED IN THE FRONT YARD. _ - RIGHT -OF WAY, TYP. - - LOCATION OF TREES TO BE DETERMINED \ / / + r. " - DIRECTION OF FLOW � TREE ' BY HOME OWNER OR DEVELOPER. - 15' WIDE + �\ or �- e\. HOUSE _ - •. - -- ILANDSCAPE \\ a \�,., \ •'. + +� ' ` .• ' - _ LANDSCAPING (TYPICAL) NOTE: A SEPARATE LICENSE NOTE: DETAIL SHOWN FOR GRAPHIC - - BUFFERYARD-A� g� \� - _ DEPRESS LANDSCAPE AREAS AGREEMENT IS REQUIRED FOR - - -- _ ./ - - - PURPOSES ONLY. HOUSE AND LOT SHOWN - 4 TREES - \ + �� \ _ "-- '< (4- MAXIMUM) TO CAPTURE PRIVATE IMPROVEMENTS IN THE 5 + 0 V / 7000 6 8 FOR CONTEXT AND DOES NOT DEPICT 4 SHRUBS \ t, v� - •DRIVEWAY WATER FOR RAINWATER PUBLIC RIGHT -OF WAY, TYP. TRUE FIELD CONDITIONS. PERCENTS \\\";i ` -+ a'. ' • HARVESTING -'' - -- FINAL LANDSCAPE do IRRIGATION PLAN FOR - - /q �\ LOTLINE(TYPICAL) _ VIEWP0I�1 TE II AT VISTOSO TRAILS FRONT YARD DETAIL / o \ �` \ \ LOTS 1-45 AND COMMON AREAS "A" (COMMON AREA) & "B" (OPiN +SPACE) TYPICAL FRONT YARD WATER HARVESTING pNDSC4 BEING A RESUBDIVISION OF THE RETREATS AT VISTOSO CONDOMINIUMS, SCALE: NTS �°= VISTOSO TOWN CENTER, RANCHO VISTOSO - NEIGHBORHOOD 6 RECORDED IN MAP BOOK 61 PAGE 85, WHICH IS A PORTION OF VEER NICHOLAS n EnQinee mq PI"nn��a surverloo ^•r• O' 4O� SO' 120� eUE'NEY SECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G. & S.R.M. EeM•eece nrcnn"au u,n"„ oem9g , II-'N-1 CMcee located In Tuceon, Phoenix, uu1�r `a" ..`E N „ , s r TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA �F. CASE #OV1205.28A end E-.eVegas, --Ne..ede ZDmr. ,� NOVEMBER 2017 #OV1601683 4444 Ee BrosdweY °°°I Prres ?I?�l Tucson, n,>rone �szo� ee•laaeo WLB NO. CONTOUR INTERVAL: 1' SCALE: SHEET 2 OF 9 F Auncr ADP WAVCD et Au WINTER SPRING SUMMER MONSOON WINTER MONTH 11 2 1 3 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 YEAR 3: CONTINUE TO INCREASE IRRIGATION WATER USE AS NEEDED AS PLANTS MATURE UP TO. BUT NOT EXCEEDING, 100 %ADWR VALUE BY END OF YEAR. 58,0851 62,3651 65,422 1 70,3131 72,147 1 72,147 1 49,5251 49,5251 56,862 1 61,1421 58,6961 57,473 TOTAL (100% ADWR) GALIYEAR 7337031 YEAR 4: BEGIN GRADUALLY DECREASING IRRIGATION TO BUFFER MEDIAN AND ROW AREAS IN ORDER TO REACH ZERO IRRIGATION IN THOSE AREAS BY END OF YEAR 5. 43,5FA 46,774 49,066 52,735 54,111 54,1111 .1441 37,1441 42,646 1 45.8561 44,022 1 TOTAL(75%ADWR) - GALNEAR 3,105 S50277 YEARS: CONTINUE DECREASING IRRIGATION TO BUFFER, MEDIAN, AND ROW AREAS. BY END OF YEAR 5IRRIGATION TO BUFFER, MEDIAN AND ROW AREAS BE ZERO AND TOTAL AMOUNT OF WATER USED AT SITE MUST MEET 50%OF ADWR MATURITY VALUE. (AVERAGE MONTHLY WATER USE = 14,837 GALIMONTH) MUST 29,042 1 31,182T 32,711 F 35,157 36.074 36,074 24,762 24,762 28,431 F 30,571 F 29,348 28.737 TOTAL (50% ADWR) GALNEAR 366852 600' fit. 1�NEAR SIDE 'T� 470' II� � PUBLIC ® SIDE PUBj �/_ �A/R STREET/ I L �L 480' r- .CORNER VISIBILITY AREA NO OBSTRUCTIONS 30' TO 72' IN HEIGHT ALLOWED INTERIOR PUBLIC STREET INTERIOR PUBLIC STREET 240' _ 190, -Jj✓-NEAR/DE t2 r-FAR'SIDE�` 1G PUBLIC SppTR��E��ET�/ L,.A.OJs SIGHT VISIBILITY TRIANGLE N.T.S. �n AR110I811 HYDROSEED - HYDROSEED MIX SHALL BE ORO VALLEY APPROVED SEED MIX'D'. HYDROSEED SHALL BE APPLIED AS INDICATED TO ALL DISTURBED AREAS NOT OTHERWISE IMPROVED. AREA TO BE HYDROSEEDED SHALL INCORPORATE THE USE OF IMPRINTING OR PITTING OF THE SOIL. REVEGETATION IS REQUIRED TO RESTORE NATURAL VEGETATION ON DISTURBED LAND. TIMING OF REVEGETATION SHALL BE PLANTED TO MAXIMIZE AVAILABILTY OF RAINFALL. SEED MIX SHALL BE PER OVZCR ADDENDUM "D" , SPECIES AS FOLLOWS: ORO VALLEY APPROVED REVEGETATION SEED MIX'D' Key: A = Annual; P = Perennial; C - Germinates and thrives in the cool season; W = Germinates and thrives In wean season; CAN = Germinates and thrives in CDOVwarm seasons. SHRUBS: minimum of 5 PLS/acre Acacia constricta, Whitethorn Acacia (P,W) Celtis pallida, Desert Hackberry (P,C/W) Encelia farinosa, Brittlebush (P,C/W) Haplopappus laricifolius [=Ericameria laricifolia], Turpentine Bush (P,C,W) SMALL PERENNIALS: minimum of 5 PLS/acre ANNUAL HERBS AND GRASSES: minimum of 5 PLS/acre Bahia absinthifolia, Desert Bahia (P,C) Erigeron divergens, Spreading Fleabane (A,W) Baileya multiradiata, Desert Marigold (P,C/W) schscholtzia mexicana, Mexican Poppy (A,C) Cassia [= Senna] covesii, Desert Senna (P,W) Evolvulus arizonicus, Arizona Blue Eyes (AC) Isocoma tenulsecta, Burrowwed (P,C/W) Lupinus arizonicus, Arizona Lupine (A,W) Psilostrophe cooper, Paper Flower (P,C/W) Lupinus concinnus, Bajada Lupine (A,W) Sphaeralcea ambigua, Desert Globemallow(P,C,W) Lupinus sparsiflorus, Desert Lupine(A,W) Zinnia pumila, Desert Zinnia (P, C) Orthocarpus purpurascens, Owlclover (AC) Penstemon parryi, Parry's Penstemon (P,A,C/W) PERENNIAL GRASSES: minimum of 5 PLS/acre Penstemon subulatus, Scarlet Buglar (P,A,C/W) Aristida purpurea, Purple Three -Awn (P,W) Salvia columbariae, Chia (AC) Bouteloua curtipendula, Side -Oats Grama (P,W) Sphaeralcea coulteri, Globemallow (AC) Digitaria californica, Arizona Cottontop (P,W) Erioneuron pulchellum, Fluffgrass (P,C) Heteropogon contortus, Tanglehead (P,W) Muhlenbergia porteri, Bush Muhly (P,W) Pappophorum mucronulatum, Pappus Grass (P,W) Sporobolus cryptandrus, Sand Dropseed (P,W) DECOMPOSED GRANITE MINUS = 2" MIN. DEPTH 3/4" MINUS ROCK ON FLAT AREAS 1-1/4' MINUS ROCK ON SLOPES AND IN FLOW CHANNELS. COLOR: "WILDCAT RED" AS AVAILABLE FROM KALAMAZOO MATERIALS (520) 575-9601 APPLY TO ALL PLANTED AREAS AND AREAS NOT COVERED BY BUILDINGS, PAVEMENT, OR HYDROSEED RIP RAP RIP RAP COLOR: "APACHE BROWN" AS AVAILABLE FROM KALAMAZOO MATERIALS (520) 575-9601 DECORATIVE ROCK 4" MIN. DEPTH, 2"- 4" SCREENED ROCK. COLOR: "CORONADO GOLD" AS AVAILABLE FROM KALAMAZOO MATERIALS (520) 575-9601 SYMBOL OT " PLANT LFGFNn I WATER USE SCNFnULF PLANT NAME G c w iu mo io im 't 3Fm aw o a w i i <�z z TREES CERCIDUM FLORIDUM 3 TRANSPLANT 1 5,702 17.106 1,426 BLUE PALO VERDE. CERCIDIUM MICROPHYLLUM 4 TRANSPLANT 1 1,754 7,016 585 FOOTHILL PALO VERDE CERCIDIUM MICROPHYLLUM 18 (9) 36" BOX 1 1,754 31,572 2,631 FOOTHILL PALO VERDE (9) 48" BOX CHILOPSIS LINEARIS'WARREN JONES' 14 24' BOX 2 5,702 79,828 6.652 DESERT WILLOW WARREN JONES OLNEYA TESOTA 32 TRANSPLANT 1 2,741 87,712 7,309 IRONWOOD OLNEYATESOTA 4 (2)3V BOX 1 2,741 10,964 914 IRONWOOD (2) 48" BOX --. ._. PITTECELLOSIUM FLEXICAULE (EBENOPSIS) .___ 9 24' BOX 2 2,534 22,806 _ 1,901 TEXAS EBONYPROSOPIS A - - 4 _- TRANSPLANT 2 5,702 - -. 22,808 -_ I'm VELVET MESQUITE PROSOPIS VELUTINA 49 24" BOX 2 5,702 279,398 23,283 VELVET MESQUITE SHRUBS 34 TRANSPLANT 1 1,754 59,636 4,970 _._-_.. - -_ WHITETHORN ACACW ACACLAGREGGII 3 TRANSPLANT 1 1,7 62 439 CAT CLAW ACACIA_-_._____.______- - ___..AN _.. _. ._-.. 19 5 GALLON 2 57 1,083 90 DESERT MILKWEED CALUANDRA ERIOPHYLLA 7 5 GALLON 1 70 490 41_ PINK FAIRY DUSTER _ _ CASSLAPHYLLODINEA 41 5 GALLON 2 316 12,956 1,080 SILVERYCASSIA, - - -- - - 4 TRANSPLANT 2 -634 DESERT HACKBERRY - - - - - - 48 5GALLON 1 632 30,336 2,528 1 GREEN HOPSEED BUSH JUSTICIA CALIFORNCA 50 5GALLON 2 101 5,050 421 CHUPAROSA LEUCOPHYLLUM ZYGOPHYLLUM'CIMARRON 21 5 GALLON 2 158 3,318 277 TEXAS RANGER CIMARRON (BLUE RANGER) PITHECELLOBIUM PALLENS (HAVARDIA) 6 15 GALLON 2 912 5,472 456 TENAZA (SIERRA SPARKLER) SIMMONDSIACHINENSIS 27 5GALLON 2 281 7,587 632 JOJOBA ZIZYPHUS OBTUSIFOLIA i TRANSPLANT 2 634 634 53 GREVTHORN ACCENTS CARNEGIEAGIGANTEA 12 T-USPEARS 1 2,741 32,892 2,741 SAGUARO - _.. -.. DASYLIRION WHEELERI 145 15 GALLON 1 110 15,950 1,329 DESERT SPOON _ _ -.. _ _..- -.-. ...-.- EUPHORBIA ANTISYPHILLITICA 49 315 GALLON 1 39 _ 1,911 159 - CANDELILLA FEROCACTUS WISLIZENII 37 TRANSPLANT 1 10 370 31 FISH-HOOK BARREL FOUGUIERIASPLENDENS 6 B-15CANE 1 281 1,686 141 OCOTILLO MINIMUM HESPERALOE PARVIFLORA 24 5 GALLON 1 70 140 RED YUCCA _ _ _1,680_ NOUNA MICROCARPA 25 15 GALLON 1 110 2,750 229 BEAR GRASS -. - TOTAL WATER AT MATURITY 733,703 61,142 OV1700068 FINAL LANDSCAPE & IRRIGATION PLAN FOR VIEWPOINTS II AT VISTOSO TRAILS LOTS 1-45 AND COMMON AREAS W (COMMON AREA) & -B- (OPEN SPACE) BEING A RESUBDIVISION OF THE RETREATS AT VISTOSO CONDOMINIUMS, VISTOSO TOWN CENTER, RANCHO VISTOSO - NEIGHBORHOOD 6 RECORDED IN MAP BOOK 61 PAGE 85, WHICH IS A PORTION OF PETERNCHGLAS n RUMNEY SECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G. & S.R.M. TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA q`OnjH J 5' NOVEMBER 2017 REF. CASE #OV1205.28A "es o31e'116 WLB NO. 185050-MT-17 #OV1601683 CONTOUR INTERVAL: 1' SCALE: WA SHEET 3 OF 9 1 f" - -"'• ! /.. .- ,a^ �. art•- 3,.v. �� - � �� f -_ _ .- >~ - ) � -r^ � F "'• q k '...'• - I � _ _ �• _sl if / �'-. _r- __,�� I °•'•. 1 1 .�i � � r— '-- - -- ~`-'-z:z'T . '"`..� - �.� - �,{ _ 1 - �i. �.._,-�^%a ,.,-r�� \. L.^,!;_ i } _� , . L� ttt NNN I ,} r+ i � '; �_ - .�'+�1ic��'•"•�-.^\.-.'� � "`\\ } ii + `r' � � i r .._�-_ _ � �."�-c�. � "f' � �L-.,�� \� .c��'.- \, \�� : I - \.f � `y t„a,. 11.1 = + i '.', _ � � --�" '-.T�, ,r''•�/ C ,. 31 �. 1 30 � _ � •"`t � - / a % c � f 2920 , 19 •. / q \`� i 26 17 25 34 A-3 244 i,�� {"o m v y I - 2�9._: 42 A� \\\ �/ 23 I 1 22 _� ,\ �K \ \ C 15 VIEWPOINTS II AT VISTOSO TRAILS LOTS 1-45 AND COMMON AREAS -A- (COMMON AREA) & -Be (OPEN SPACE) PhDs^a BEING A RESUBDIVISION OF THE RETREATS AT VISTOSO CONDOMINIUMS, "9 VISTOSO TOWN CENTER, RANCHO VISTOSO — NEIGHBORHOOD 6 RECORDED 'N IN MAP BOOK 61 PAGE 85, WHICH IS A PORTION OF 3 Enpin--nnp PI-nnln0 Su"ayin9 O' 40� 80' 20' PEiENNjC LAS n Lnntlaupe ArehltectunfGOUrban D«nl�n •� " ^; : A�^+nE. SECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G. & S.R.M. ORlcan loceratl In Tu • Ph •�1�, M'^NE-rt• TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA and aa Eeae B.oedwev a, ,•�,,,,,.,s�-"'°' 'Pi e: 031 S'r�NOVEMBER REF. CASE#OV1601683A Tucson, s,nzon- (azo) eataaao WLB N0.186050-MT-17 CONTOUR INTERVAL: V SCALE: SHEET 4 OF GENERAL NOTES 1. IRRIGATION AND/OR WATERING PLANS SHALL MEET THE MINIMUM STANDARDS OF THE AMERICAN SOCIETY OF IRRIGATION CONSULTANTS. 2. IF DESERT LANDSCAPING IS USED WHICH WILL ULTIMATELY RELY ON NATURAL WATER SOURCES, A TEMPORARY DRIP IRRIGATION SYSTEM SHALL BE EMPLOYED UNTIL SUCH TIME AS THE PLANT MATERIALS ARE SUSTAINED BY NATURAL WATER SOURCES. 3. THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE TEMPORARY SYSTEM AS LONG AS NECESSARY IN ORDER TO TRANSITION PLANTS OVER TO NATURAL SOURCES. ANY PLANT MATERIALS THAT DIE IN TRANSITION, FOR ANY REASON, SHALL BE REPLACED (SECTION 27.6.E.4). 4. IRRIGATION SYSTEMS CONNECTED TO POTABLE WATER MAINS (PUBLIC OR PRIVATE) SHALL BE EQUIPPED WITH BACKFLOW PREVENTERS. 5. THE ANNUAL WATER USE FOR A PROJECT SHALL NOT EXCEED THE ANNUAL LANDSCAPE WATER PLAN 6. IRRIGATION METER READINGS SHALL BE USED TO DETERMINE COMPLIANCE WITH THE LANDSCAPE WATER PLAN. NON-COMPLIANCE IS SUBJECT TO PENALTIES UNDER THE ZONING CODE 7. METER READINGS SHALL BE TAKEN, AT A MINIMUM, ON AN ANNUAL BASIS. MONTHLY READINGS MAY BE REQUIRED, AT THE DISCRETION OF THE PLANNING AND ZONING ADMINISTRATOR, IN ORDER TO ADDRESS NON-COMPLIANCE WITH THE WATER PLAN. 8. AN INITIAL METER READING SHALL BE TAKEN PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY AND RECORDED FOR REFERENCE AS PART OF THE WATER PLAN. 9. IRRIGATION WATER SHALL NOT LEAVE THE LANDSCAPED AREAS AND FLOW ONTO ROADS, PARKING AREAS OR SIDEWALKS. IRRIGATION NOTES 1. ALL WATER USE FOR IRRIGATION AND ENHANCEMENT SHALL CONFORM TO THE ARIZONA GROUNDWATER CODE, ARIZONA REVISED STATUTES 45, CHAPTER 2. 2. IRRIGATION PLAN IS SCHEMATIC AND DRAWN FOR GRAPHIC CLARITY. INSTALL EQUIPMENT WITHIN PLANTING AREAS AND ADJACENT TO WALKWAYS WHEREVER POSSIBLE. 3. IRRIGATION SYSTEM IS DESIGNED FOR A MINIMUM PRESSURE OF 43 PSI. PRIOR TO START OF IRRIGATION WORK, CONTRACTOR SHALL VERIFY EXISTING WATER PRESSURE AT THE METER (ASSUMED TO BE 43 PSI) AND NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCY BETWEEN EXISTING PRESSURE AND DESIGN PRESSURE BEFORE PROCEEDING WITH WORK. NOTIFY LANDSCAPE ARCHITECT IF PRESSURE EXCEEDS 120 PSI 4. COORDINATE WITH OTHER WORK AS REQUIRED TO PROVIDE POWER TO IRRIGATION CONTROLLERS. 5. MAKE IRRIGATION POINTS OF CONNECTION TO WATER LINES AS INDICATED ON PLANS AND COORDINATE WITH OTHER WORK AS REQUIRED. 6. EXACT LOCATION OF CONTROLLERS TO BE APPROVED PRIOR TO INSTALLATION. 7. CONTRACTOR RESPONSIBLE FOR ALL SLEEVES. WHETHER INDICATED ON THESE PLANS OR NOT INSTALL ALL PIPE AND WIRE UNDER PAVING OR WALLS IN SLEEVE, SIZE AS REQUIRED. COORDINATE WITH OTHER WORK AS REQUIRED. 8. INSTALL 3/4" EMITTER TUBING WITH DRIP EMITTERS AS REQUIRED, TO PROVIDE IRRIGATION TO ALL NEW SHRUBS AND TREES PER PLANTING PLAN 9. LAY OUT EMITTER TUBING PARALLEL TO TOPOGRAPHY WHEREVER POSSIBLE. INSTALL AUTOMATIC FLUSH TYPE END CAP AT ENDS OF ALL 3/4" LINES AND FLUSH THOROUGHLY BEFORE INSTALLING EMITTERS. BURY TUBING AT AN 8" DEPTH. 10. FOR SHRUBS AND VINES: INSTALL SINGLE OUTLET EMITTERS AS FOLLOWS: (2) 1-GPH EMITTERS AT EACH 5 GALLON PLANT (1) 1-GPH EMITTERS AT EACH 1 GALLON PLANT (1) 0.5-GPH EMITTERS AT EACH SUCCULENT MULTI -OUTLET EMITTERS MAY BE SUBSTITUTED FOR INDIVIDUAL EMITTERS. 11. FOR TREES: INSTALL MULTI -OUTLET EMITTER AS FOLLOWS: (8) 1-GPH EMITTERS AT EACH 48" BOX /TRANSPLANTED TREE (6) 1-GPH EMITTERS AT EACH 24" BOX /36" BOX (4) 1-GPH EMITTERS AT EACH 15 GALLON 12. SINGLE OUTLET EMITTER - RAIN BIRD XB-10PC, OR EQUAL MULTI -OUTLET EMITTER - RAIN BIRD XBT-10-6, OR EQUAL. MULTI -OUTLET EMITTERS MAYBE SUBSTITUTED FOR INDIVIDUAL EMITTERS. 13. USE SHORT PIECES OF 1/4" DISTRIBUTION TUBING (MAXIMUM LENGTH 6') TO EXTEND EMITTERS TO EACH ROOTBALL. HOLD IN PLACE WITH STAKES. 14. REVIEW EMITTER LAYOUT WITH LANDSCAPE ARCHITECT AND ADJUST NUMBER OF EMITTERS FOR SPECIFIC PLANTS THAT REQUIRE GREATER OR LESSER VOLUME OF WATER THAN INDICATED. 15. UPSIZE CONTROL WIRING FOR EACH PHASE AS REQUIRED TO SERVE FINAL BUILD -OUT OF IRRIGATION SYSTEM. 16. IRRIGATION CONTRACTOR SHALL SUBMIT AN IRRIGATION SCHEDULE FOR REVIEW. 17. ALL BURIED IRRIGATION PIPE GREATER THAN TWO INCHES IN DIAMETER SHALL HAVE A #18 OF TYPE TRACER WIRE ATTACHED SECURELY TO IT AT 8 FT. INTERVALS. AT THE TERMINATION POINT ATTACH WIRE SECURELY TO PIPE AND PROVIDE TWELVE INCHES OF TRACER WIRE ACCESSIBLE ABOVE GRADE. ARIIZONAA81I 11 PIPE SIZE CHART PVC LATERALS FLOW PIPE SIZE 1-6 GPM 3/4" 6.1-10 GPM 1" 10.1-16 GPM 1-1/4" 16.1-24 GPM 1-1/2" IRRIGATION CONTROLLER SCHEDULE IRRIGATION LEGEND SYMBOL DESCRIPTION MANUFACTURER MODEL COMMENTS ❑A IRRIGATION CONTROLLER HUNTER I -CORE MODULAR WITH ROAM XL REMOTE. PEDESTAL MOUNT IN STEEL CABINET AT LOCATION SHOWN. SEE IRRIGATION PLAN FOR No. OF STATIONS BACKFLOW PREVENTER FEBCO 825Y, SIZE PER PLAN GUARDSHACK ENCLOSURE, COLOR: WOODLAND TAN. INSTALL IN ENCLOSURE ON 4" THICK CONCRETE SLAB PER MANUFACTURERS RECOMMENDATIONS, PROVIDE R30 INSULATION BLANKET N GATE VALVE NIBCO T-113K BRASS GATE VALVE LINE SIZE, IN VALVE BOX BOX SIZE: AMETEK 10" ROUND, OR EQUAL QUICK COUPLER RAIN BIRD 33DRC IN VALVE BOX. BOX SIZE: AMETEK 10" ROUND, OR EQUAL. PROVIDE (3) KEYS. REMOTE CONTROL VALVE CONTROL VALVE: IRRITROL 700 P SERIES SIZE PER PLAN IN VALVE BOX ASSY. (TREE/SHRUB) BALL VALVE: ALVE VC BRA VB BOX SIZE: AMETEK "JUMBO", OR EQUAL. NALL PRESSURE REGULATOR: RD PSI-M40X-100 WYE FILTER: RAIN BIRD RBY-150-MX MULTI -OUTLET RAIN BIRD XB-10-6 NOT SHOWN ON PLAN. PROVIDE (1) TO EACH TREE. EMITTER (TREES) MULTI -OUTLET XERI-BUG BOX SIZE: AMETEK 6" ROUND, OR EQUAL SINGLE EMITTER (SHRUBS) RAIN BIRD XB-10PC NOT SHOWN ON PLAN. PROVIDE (2) TO EACH SHRUB. (1 GPH) MAIN LINE SCH. 40 PVC PIPE SIZE AS NOTED. SCH. 80 FITTINGS. SOLVENT WELD LATERAL LINE (PVC) CLASS 200 PVC PIPE REFER TO PIPE SIZE CHART -THIS SHEET -FOR LATERAL LINE SIZE. SOLVENT WELD. SCH. 40 FITTINGS LATERAL LINE (POLY) 3/4" POLYETHYLENE (BY U.S. PLASTICS OR EQUAL) MAX. RUN 350 FT. SLEEVE SCH. 40 PVC PIPE SIZE TO BE 2X DIAMETER ------"""' OF PIPE BEING SLEEVED (MIN. 4") LOCATE AT END OF EVERY LATERAL RUN IN FLUSH END SEE DETAIL VALVE BOX, 10" ROUND SIZE.+ VALVE KEY STATION NUMBER A -a VALVE SIZE r FLOW (GPM) TREE PLANTING TYPE YEAR DAYS FREQUENCY TIME (HRS.) TOTAL WATER 3 MON. WED. FRI. 1 2.75 733,703 4 MON. THUR. 1 3 550,277 5 WED. 1 4 366,852 TREES WATERING DEPTH OF 24- 36 INCHES SHRUBS/GROUNDCOVER WATERING DEPTH OF 18 - 24 INCHES PIPE SIZE CHART (PVC LATERALS) FLOW PIPE SIZE 1-6 GPM 3/4" 6.1-10 GPM 1" 10.1-16 GPM 1-1/4" 16.1-24 GPM 1-1/2" 24.1-46 GPM 2" NOTES PLANT WATERING REQUIREMENTS VARY ACCORDING TO SIZE OF PLANT, AGE, EXPOSURE, SOIL, LOCATION, WEATHER, AND OTHER FACTORS. ADJUST CONTROLLER AS NEEDED. ADUST CONTROLLER MONTHLY. INSPECT TIME CLOCK AT LEAST ONCE A MONTH TO MAKE SURE IT IS OPERATING PROPERLY. LESS IRRIGATION IS GENERALLY REQUIRED IN DECEMBER. JANUARY, AND FEBRUARY. *VALVE BOXES TO BE COLOR GREEN IN GRASS, TAN ELSEWHERE. r LLun �nr DISTRIBUTION TUBING TERS POLYETHYLENE LATERAL 250 FT. RUN) VALVE ZONE EMITTER HEADER ILINE VALVE ASSEMBLY TYPICAL DRIP EMITTER LAYOUT SCALE: NTS OV1700068 FINAL LANDSCAPE do IRRIGATION PLAN FOR VIEWPOINTS II AT VISTOSO TRAILS LOTS 1-45 AND COMMON AREAS "A" (COMMON AREA) do "B" (OPEN SPACE) BEING A RESUBDIVISION OF THE RETREATS AT VISTOSO CONDOMINIUMS, VISTOSO TOWN CENTER, RANCHO VISTOSO - NEIGHBORHOOD 6 RECORDED TER NiG IC He LIN MAP BOOK 61 PAGE 85, WHICH IS A PORTION OF PEHOAS m nuA^NPY SECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G. & S.R.M. 1' •I,!'�"( TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA 9jZ0NF 16 NOVEMBER2017 REF. CASE#OV160S628A IRRIGATION LEGEND °•e,lsiry' WLBNO. 185050-MT-17 CONTOUR INTERVAL: 1' SCALE: WA SHEET 5 OF 9 ■2 1, NOTES: _ r� SHRUB 1. FINISHED DEPTH: 2" MIN. FORM A 3" DEEP 2. BEFORE SPREADING ROCK, REMOVE ROCK DEBRIS. 3. DURING INSTALLATION RAKE D.G. TO SETTLE FINES. FINISH GRADE BASIN AROUND SHRUB 4. LIGHTLY BROOM SURFACE OF D.G. AFTER INSTALLATION. 5. APPLY PRE -EMERGENT TO ALL D.G. AREAS., 6. APPLY A LIGHT MIST OF WATER OVER THE ENTIRE D.G. SURFACE. _ SLOW RELEASE FERTILIZER TABLETS- — CIRCULAR PLANT PIT DECOMPOSED GRANITE/DECORATIVE ROCK PER PLANTING LEGEND _ BACKFILL MIXTURE I i -T _ ; l c 3 SITE SOIL �i �i is TAPER SIDES AND SCARIFY SIDES qw-_ 1/ j t;�° BALL 113 SOIL AMENDMENT won+ AND BOTTOM NOTE: 1. WATER SETTLE BACKFILL 6" LIFTS INERT GROUNDCOVER SHRUB PLANTING � SCALE: NTS SCALE: NTS CONCRETE PAVING FINISHED GRADE ADJACENT I�IIC�. )� uononou® REVEAL AT CONCRETE SCALE: NTS - f ALL BOULDERS SHALL BURIED ` 2/3 BE MINIMUM \ ONE THIRD, (1/3) TO FINISH GRADE PROVIDE NATURAL ..I APPEARANCE _I I 1 1/3 NOTE: BOULDERS ARE DIMENSIONED ON PLANS. SIZES CALLED OUT ARE MINIMUM DIMENSIONS. ALL BOULDERS ARE TO BE SURFACE SELECT, FREE FROM SCARS, CHIPS AND ABRASIONS. LANDSCAPE CONTRACTOR SHALL TREAT ALL DEFECTS WITH'EONITE' TO PROVIDE A WEATHERED, NATURALAPPEARANCE. BOULDER PLACEMENT 9 SCALE: NTS AEll N 1' NOTES 1) SET MAIN STEM OF CACTUS PLUMB AS VIEWED FROM ALL SIDES. 2) DO NOT CREATE A BASIN AT BASE OF CACTUS. SLOPE BACKFILL AWAY FROM STEM. 3) BURY PORTION OF "GREEN" CACTUS 1/10th HEIGHT OF SLOPE CACTUS, UP TO A MAXIMUM OF 24' Z_ f- UNDISTURBED 12" MIN., SUBGRADE '-ce TYP. ALL SIDES L - t 8" MIN. NOTES: 1. CLEAN SAND, NO STONES, MORTAR SAND IS RECOMMENDED 2. ROOT PRUNE ALL SHRDDED OR DAMAGED ROOTS. ENSURE ALL WOUNDS TO THE ROOT SYSTEM ARE CLEAN CUT PRIOR TO PLANTING. DUST ALL ROOTS WITH SULFUR. 3. PLANT SAGUARO AT LEAST 4' FROM SHRUBS OR TREES. 4. PLANTING WELL SHALL BE 6" MIN. WIDER THAN THE EXTENT OF THE SEVERED LATERAL ROOTS. CUT THROUGH TAPROOT TO PROVIDE A FLAT BASE WITH A DIAMETER SUFFICIENT TO SUPPORT THE WEIGHT OF THE UNSUPPORTED SAGUARO. 5. PLANTING DEPTH SHALL BE MAXIMUM OF 6" DEEPER THAN THE DEPTH AT WHICH THE PLANT WAS GROWN. THE TAPERING OF ROOT COLLAR MUST BE VISIBLE ABOVE THE FINISHED GRADE. 6. BACKFILL PLANTING WELL WITH DRY NATIVE SOIL TREATED WITH SOIL SULFUR COMPACT SOIL IN 6" LIFTS TO ENSURE THE STABILITY OF THE SAGUARO. 7. ALL SAGUARO PLACEMENTS SHALL MATCH ORIGINAL NORTH SIDE FACING NORTH. ANY SUNBURNED SAGUAROS SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR. 8. SAGUAROS ARE SPECIFIED BY HEIGHT. A VARIETY OF HEIGHTS MAY BE ACCEPTABLE PROVIDED THE AVERAGE IS NOT LESS THAN SPECIFIED, OWNER MUST APPROVE SAGUAROS PRIOR TO PLANTING. 9. MIST WITH WATER FROM TOP DOWN ONCE A MONTH IF PLANTED DURING HOT SEASON 10. AFTER TRANSPLANTING, ALLOW 2-3 WEEKS BEFORE FIRST WATERING. COLUMNAR CACTUS PLANTING DETAIL 5 SCALE: NTS 6" r 6" TO DRAIN WATER GRADE DIA. ROCKS IOR ROOTS W DRY SITE SOIL ONLY NOTES: 1. ROOT PRUNE ALL SHREDDED OR DAMAGED ROOTS. 2. ENSURE ALL WOUNDS TO THE ROOT SYSTEM ARE CLEAN CUT BEFORE PLANTING. 3. APPLY DUSTING SULFUR TO ALL AREAS BELOW GRADE. 4. BARE ROOTS SHALL NOT BE CUT OF THE GROUND FOR MORE THAN FIVE DAYS. 5. MIST WITH WATER FROM TOP DOWN EVERY OTHER WEEK IF PLANTED DURING HOT SEASON. OCOTILLO PLANTING DETAIL SCALE: NTS LANDSCAPE DETAILS TREE FORMA 4" DEEP BASIN AROUNDTREE FINISH GRADE ADJACENT ° BIODEGRADABLE TREE TIE CHAFING GUARD BACKFILL MIXTURE 2/3 SITE SOIL- 1/3 SOIL AMENDMENT` SLOW RELEASE FERTILIZER TABLETS ROOT BALL (SIZE VARIES) CIRCULAR PLANT PIT TAPER SIDES AND 1°p1N SCARIFY SIDES AND BOTTOM NOTE: 1. REMOVE ALL NURSERY STAKES AND CONTAINERS 2. WATER SETTLE BACKFILL IN 6" LIFTS TREE PLANTING NTS TREE — STAKE FINISH GRADE OF SLOPE BIODEGRADABLE TREE TIE AND CHAFING GUARD o• BACKFILL MIXTURE FORM A 4" DEEP BASIN 2/3 SITE SOIL AROUND TREE 113 SOIL AMENDMENT _ SLOW RELEASE ROOT BALD FERTILIZER TABLETS (SIZE VARIES) I _1 CIRCULAR PLANT PIT I I' TAPER SIDES AND e SCARIFYSIDES tlADiN MH AND BOTTOM NOTE: 1. REMOVE ALL NURSERY STAKES AND CONTAINERS 2. WATER SETTLE BACKFILL 6" LIFTS %1 TREE PLANTING ON SLOPE � SCALE: NTS SHRUB FINISH GRADE OF SLOPE \\` j BACKFILL MIXTURE FORM A 3" DEEP 3 SITE SOIL BASIN AROUND 11SHRUB -- 1/3 SOIL AMENDMENT =. A � _-_ ROOT BALL --- 71. �— SLOW RELEASE (SIZE VARIES) -wm_� FERTILIZER TABLETS CIRCULAR PLANT PIT TAPER SIDES AND i;NnK SCARIFY SIDES AND BOTTOM NOTE: 1. WATER SETTLE BACKFILL IN 6" LIFTS SHRUB PLANTING ON SLOPE 3 NTS OV1700068 FINAL LANDSCAPE do IRRIGATION PLAN FOR VIEWPOINTS II AT VISTOSO TRAILS LOTS 1-45 AND COMMON AREAS W (COMMON AREA) & V (OPEN SPACE) pHoscsF BEING A RESUBDIVISION OF THE RETREATS AT VISTOSO CONDOMINIUMS, VISTOSO TOWN CENTER, RANCHO VISTOSO - NEIGHBORHOOD 6 RECORDED V '°"` PETIN MAP BOOK 61 PAGE 85, WHICH IS A PORTION OF lip ER N�CHOL0.5 n RUMNEY SECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G. & S.R.M. TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA q%UHF �s" REF. CASE Swill NOVEMBER2017 #OV1601683 WLB NO. 18W50-MT-17 CONTOUR INTERVAL: V SCALE: WA SHEET 6 OF 12 6' ROUND VALVE BOX WILID - AMETEK OR APPROVED EQUAL. TOP OF BOX TO BE FLUSH W/ FINISH GRADE FINISH GRADE et QUICK COUPLING VALVE COUPLER IN PLACE W/ (2) STAINLESS STEEL CLAMPS 24'#4 REBAR TO HOLD SCH.80 6' NIPPLE !314" CRUSHED GRAVEL SUMP 1 CU. FT. SWING JOINT (SPEARS, LASCO OR APPROVED EQUAL) MAIN LINE �n QUICK COUPLER SCALE: NTS V ROUND BOX & COVER FINISH GRADE __—MHT ADAPTER AND FHT CAP RISER _ 314' CRUSHED GRAVEL SUMP �1 CU. FT. eon!- EMITTER LATERAL �FLUSHD ASSEMBLY AT TOP OF SLOP FOR DOWNHILL FLOWS. IRRIGATION DRIP LINE: ORIENT TO MAXIMIZE USE OF GRADE .- CHANGE FOR DOWNHILL IRRIGATION FLOWS. RUN LINE IN DOWN HILL, SERPENTINE ROUTING, ACCESSING NECESSARY SHRUBS. NOTE: ALL IRRIGATION SUB LATERALS AND DRIP -TUBING SHOULD MAXIMIZE USE OF SLOPE TO REDUCE PRESSURE LOSS DUIUSTIAUMRSHULXEEEIu'VDPHLLL ELEVATION CHANGE UN ODNOT DOWNHILL, �� SHRUB ZONE ON SLOPE DETAIL SCALE: NTS NOTES: DO NOT PLACE VALVES) IN PEDESTRIAN AREEAASS W Tyr AT BOX ALIGN AND SPACE EVENLY AT LEAST 12' FROM SIDEWALK, STRUCTURE, WALL, OR CURB ...... . ...... 13 VALVE BOX PLACEMENT SCALE: NTS NOT TO SCALE [WRAP #12 GA. GALVANIZED WIRE AROUND EACH END OF SLEEVE (10 WRAPS MIN.) AND EXTEND TO SURFACE AS A LOCATING CEVICE RACKFILL PLACED 24' MIN. FINISH GRADE AND COMPACTED PER ROADWAY PAVEMENT (TYP.) SUBGRADE SPECIFICATION SCH. 40 PVC PIPE SLEEVE, SIZE AS NOTED SELECT RACKFILL WITHIN 3* OF SLEEVE. SEE NNOTE ABOVE NOTE: BACKHLL WITHIN THREE (3) INCHES OF SLEEVE SHALL BE FREE OF ROCKS AND STONES LARGER THAN 1/4- DOL IF ROCK CANNOT BE REMOVED FROM EXCAVATED SOIL PROVIDE CLEAN SAND BEDDING. DETAIL NO. STANDARD DETAIL ASSUED: 411 IRRIGATION eAAaw.�.r (SLEEVE UNDER STREET SHEET i of 2 OR PARKING LOT) 9/12 14 SLEEVE UNDER PUBLIC STREET SCALE: NTS QRI�s1� PEDESTAL MOUNT CONTROLLER ENCLOSURE MAIN PVC CONTROLLER NOTE: TAPE BBUNDLE TUBING AND SUPPLY LATERAL WIRING AT 10' INTERVALS ALL 120 VOLT WIRING IN CONDUIT ' �°- GFI DUPLEX OUTLET = RIGID 24 VO TTWIRES CONDUIT WITH TO BE INSTALLED AS PER LOCAL CODES y'- TO VALVES ALL PVC PIPING TO BE SNAKED - 120 POWER SOURCE IN TRENCHES AS SHOWN DISCONNECT SWITCH IN STEEL CONDUIT PIPE BEDDING MATERIAL TO BE ROCK & - - ANCHOR BOLT PIPE FLANGE DEEMS FREE, BACKFILL IN 6' LIFTS, FINISH GRADE 24'x24'KB" CONCRETE PUDDLE WITH WATER BETWEEN LIFTS. -- FOOTING SET V ABOVE - _-- FINISH GRADE. THRUST BLOCK ALL DIRECTION CHANGES OF THE MAINLINE WITH 1 C.F. OF 3000 P.S.I. CONCRETE + TRENCH 5 SCALE: NTS yyp R p�pp WYE FILTER PER IRRIGATION LEGEND CONNECTION' NOTE: GROUND CONTROLLER PER CONTROLLER MANUFACTURER RECOMMENDATIONS 30-INCH LINEAR BALL VALVE AND PER LOCAL CODE. LENGTH OF WIRE, COILED PER IRRIGATION LEGEND PEDESTAL -MOUNT CONTROLLER FINISH GRADE 2 CONCRETE BOX WICAST SCALE: NTS IRON LID SIZE AS REQUIRED - BEE PROOF LID - BRICK (1 OF 4) 3/4' POLYETHYLENE TUBING _ PRESSURE REGULATOR MAINLINE PER IRRIGATION LEGEND �_ PVC LATERAL PER IRRIGATIONOLEGEND NOTE: BUNDLE & TAPE WIRE EVERY 10 FT. SEAL WIRE ENDS WITH SPLICING MATERIAL DRIP VALVE ASSEMBLY v SCALE: NTS VALVE BOX MULTI -OUTLET EMITTER /�' FINISH GRADE (6 outlets) �r 1711 TUBING 'L IV TUBING NINE BACKFLOW PREVENTER BALL VALVE PER IRRIG. LEGEND SHUTOFFS F I GALV.ELLS I I GALV. NIPPLES GALV. UNION z < GALV. STEEL PIPE I FINISH GRADE N N I 1►-BACKFLOW PREVENTER ENCLOSURE PER IRRIG. LEGEND 4' THICK I � CONCRETE PAD I PVC ADAPTOR 30' FLOW _ - - - BEYOND UNIT NOTES: PROVIDE BACKFLOW TESTING PER WATER COMPANY STANDARDS. PROVIDE TAN COLOR R30'FROSTGUARD' BLANKET 3 BACKFLOW PREVENTER SCALE: MULTI OUTLET EMITTER SCALE: NTS LOCKING VALVE BOX &COVER TOP OF BOX 11Y ABOVE FINISH GRADE FINISH GRADE 1/4' DISTRIBUTION TUBE PLANT CENTER SINGLE OUTLET � � FINISH GRADE EMITTER PVC EXTENSION - LENGTH AS REQUIRED BALL VALVE 2_4 MAIN LINE 3A'POLYETHYLENE TUBING NOTE: IF PLANTED ON SLOPE, PLACE EMITTER ON UPHILL SIDE OF PLANT 8 SINGLE OUTLET EMITTER SCALE: NTS 5 FOOT DIAMETER DISTRIBUTION TUBING TREETRUNK b DISCHARGE POINT V ABOVE FINISH GRADE b ` TREE POLYETHYLENE LATERAL LINE MULTI -OUTLET EMITTER 9 EMITTER PLACEMENT AT TREES NTS IRRIGATION DETAILS 314' CRUSHED GRAVEL SUMP 1 CU. FT. ISOLATION VALVE ' SCALE: NTS OV1700068 FINAL LANDSCAPE do IRRIGATION PLAN FOR VIEWPOINTS II AT VISTOSO TRAILS LOTS 1-45 AND COMMON AREAS W (COMMON AREA) & W (OPEN SPACE) O`pNNCt,S F BEING A RESUBDIVISION OF THE RETREATS AT VISTOSO CONDOMINIUMS, >, VISTOSO TOWN CENTER, RANCHO VISTOSO - NEIGHBORHOOD 6 RECORDED 0 4 "' PETER NiCMOLA$ IN MAP BOOK 61 PAGE 85, WHICH IS A PORTION OF m RNANEv SECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G. & S.R.M. II-2L-1 TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA omF. s r NOVEMBER 2017 REF. CASE #OV1205-28A WLB NO.185050-MT-17 #OV1601683 CONTOUR INTERVAL: 1' SCALE: WA SHEET 7 OF 9 PART 1-GENERAL 1.1 SUMMARY A. This Section includes the following: 1. Trees, Shrub and Cacti. 2. Inert Ground Cover. 1.2 SUBMITTAL REQUIREMENTS A. General: The Contractor shall make the submittals identfied below. Submittals shall be approved prior delivery or placement of materials. B. Certificates of Compliance: Submit 3 copies of the following certificates of compliance to the Owners Representative for review and approval: 1. Fertilizer, Soil Sulfur, Gypsum, Manganese Sulfate: Manufacturers certified statement of analysis for each. 2. Organic Soil Conditioner: A certificate, signed by the supplier, stating that the product complies with the project specifications 3. Soil Stabilizer: Manufacturer's certified statement of analysis. C. Materials Test Reports: for existing surface soil and imported soil. D. Samples for Verification: For each of the following provide the following samples: 1. 51b of decomposed granite mulch for the color and gradation of decomposed granite proposed for use on the project, in labeled plastic bag. 1.3 COMPLIANCE WITH APPLICABLE REGULATIONS A. The Contractor shall comply with all local, state, and federal regulations regarding materials, methods of work, and disposal of excess and waste materials. The Contractor shall provide notices required by all governmental authorities, request required inspections, obtain required permits, and pay for all associated fees. 1.4 QUALITY ASSURANCE A. Installer Qualifications: All work shall be performed by a Contractor licensed by the State of Arizona Register of Contractors. The commercial license held by the Contractor shall be appropriate for the work being performed. 1. The Contractor shall maintain an experienced full-time supervisor on Project site during the construction period. B. Observation: Owner's Representative may observe plants either at place of growth or at site before planting for compliance with requirements for genus, species, variety, size, and quality. Owners Representative retains right to observe plants further for size and condition of balls and root systems, insects, Injuries, and latent defects and to reject unsatisfactory or defective material at any time during progress of work. Remove rejected plants immediately from Project site. Owners Representative may observe any and all plant pits prior to backfilling or planting. 1.5 DELIVERY, STORAGE, AND HANDLING A. Do not prune trees, shrubs and cacti before delivery, except as approved by Owners Representative. Protect bark, branches, and root systems from sun scald, drying, sweating, whipping, and other handling and tying damage. Do not bend or bind -tie trees, shrubs or cacti in such a manner as to destroy their natural shape. Provide protective covering of plants during delivery. Do not drop plants during delivery. B. Deliver plants after preparations for planting have been completed and install immediately. If plantng is delayed more than six hours after delivery, protect from weather and mechanical damage, and keep roots moist. Do not remove container -grown stock from containers before time of planting. C. Inorganic Soil Amendments: Deliver in original sealed, labeled, and undamaged containers. D. Fertilizer: Deliver in original sealed, labeled, and undamaged containers. 1.6 COORDINATION A. Weather Limitations: Proceed with planting only when existing and forecasted weather conditions permit. B. Work that is completed or in -progress shall be protected during installation of landscape work. The Contractor shall coordinate all landscape related work with the Owners Representative. 1.7 GUARANTEE A. The Contractor shall guarantee all Contractor provided plants for the period indicated, commencing on the date of Final Acceptance, against all defects including death and unsatisfactory growth, except for defects resulting from lack of adequate maintenance, neglect, or abuse by Owner, causes deliberate, or incidents that are beyond Contractors control. 1. Guarantee Period for Trees, Shrubs and Cacti: One year from date of Substantial Completion. 2. Remove dead plants immediately. Replace immediately unless directed otherwiseby Owner's Representative. 4. Replace plants that are diseased, or that exhibit more than 25 percent die -back, at end of guarantee period. 5. A limit of one replacement of each plant will be required, except for losses or replacements due to failure to comply with requirements. 6. Include the following remedial actions for turf as a minimum: a. Immediately remove dead turf and replace. b. Repair failed areas due to erosion, replace erosion control materials in failed areas. 1.8 MAINTENANCE DURING CONSTRUCTION A. The Contractor shall maintain throughout the construction period all trees, shrubs, cacti, decomposed granite, and other landscape improvements. Maintenance during construction shall continue until the issue of a Certificate of Substantial Completion. All maintenance and plant replacements throughout the construction period shall be at no additional cost to the Owner. 1. Trees, Shrubs and Cacti: During the construction, maintain by pruning, cultivating, watering, weeding, fertilizing, restoring planting saucers, tightening and repairing stakes and guy supports, clean-up and resetting to proper grades or vertical position, as required to establish healthy, viable plantings. Spray as required to keep trees, shrubs, and cacti free of insects. 2. Decomposed Granite (including stabilized and field mixes): During the construction, maintain by raking, weeding, recompacting, reapplying, regrading, and repairing eroded areas. Protect field areas from traffic. B. Inspection of Completed Landscape Work: Upon completion of the landscape work, the Contractor shall notify the Owners Representative who will schedule an inspection of the landscape improvements. During the inspection, items that are incomplete or that must be repaired or replaced will be identified. Completion or correction of items noted will be required prior to the issuance of a Certificate of Substantial Completion. 1.9 MAINTENANCE AFTER SUBSTANTIAL COMPLETION A. Maintenance Period: Six months from date of Substantial Completion for trees, shrubs, cactus and other landscape improvements. All work shall be performed in a professional manner within the standards of the industry, using quality equipment methods and materials. B. Work Schedule: Contractor will supply the Owners Representative with a proposed schedule of the expected day and time tasks listed below will be performed. This schedule shall be approved prior to project maintenance commencement Item No. Task Work Item Description Task Work Item Description Time Frame 1 Prune Plants Once 4th Month 2 Fertilize Plants Once 4th Month 3 Irrigate Plants Adjust per Season - 4 Weed All Areas 2x Month - 5 Apply Pre -Emergent Herbicide Once 4th Month 6 Ensure Soil Conditions Once 2nd Month 7 Insect Rodent and Disease Control Monthly - 8 Granite Areas Monthly - 9 Police Site Weekly The frequencies of the tasks stated above are suggested minimums only. During extremely wet or dry periods, the Contractor must adjust schedules to ensure correct and proper conditions are maintained. C. After satisfactory completion of the maintenance period, the Owner will assume responsibility for landscape maintenance 1.10 SUSPENSION OF MAINTENANCE PERIOD FOR NON-COMPLIANCE A. Failure to comply with the specified maintenance requirements, as determined by the Owners representative, may result in the suspension of the maintenance period until such time as the required remedial actions have been completed by the Contractor. A number of days equal to the number of days of the suspension will be added to the maintenance period. PART2-PRODUCTS 2.1 TREE, SHRUB, AND CACTI MATERIAL A. General: All Contractor -provided plants used on the project shall be subject to the Owners review and approval. B. Plant Form and Quality: All plants shall comply with the project specifications, be normally developed individuals of their species. Provide well -shaped, fully branched, healthy, vigorous stock free of disease, insects, eggs, larvae, and defects such as knots, sun scald, injuries, abrasions, and disfigurement. C. Grade: Provide quality, size, genus, species, and variety of plants indicated, complying with applicable requirements in ANSI Z60. 1, 'American Standard for Nursery Stock' or "Arizona Nurseryman's Association Recommended Average Tree Specifications', whichever is the more stringent. Trees, shrubs, and cacti of a larger size may be used if acceptable to Owners Representative and at no additional cost to Owner. D. Plant Root Systems: All plants shall have healthy root systems. Container -grown plants shall have been in containers for a sufficient time for the root system to hold the soil when the plant is removed from the container, but not long enough for the plant to become root -bound or to cause a hardening of the root system. E. Label at least one tree, shrub, and cacti of each variety and caliper with a securely attached, waterproof tag bearing legible designation of botanical and common name. 2.2 PREPARED PLANTING SOIL MIX FOR TREES, SHRUBS, AND CACTI A. Planting Soil Mix: Planting soil shall be native topsoil mixed to a uniform volume and loose measure, with the following soil amendments and fertilizers in the following quantities per cubic yard: 1. Trees and Shrubs: 20 cubic feet of (native) topsoil, 7 cubic feet of organic soil conditioner, 2 Ibs soil sulfur, 1 lb of fertilizer If 6-20-0). The prepared planting soil shall be thoroughly blended prior to placement in plant pits. 2. Cacti: Planting soil shall be native topsoil with 0.25 Ibs of soil sulfur incorporated into the soil backfill at each cactus. 2.3 FERTILIZER A. General Requirements: All fertilizers used on the project shall be in pelleted form and of recent manufacture. B. Slow -Release Fertilizer for Tree and Shrub Planting: Ammonium Phosphate consisting of 50 percent water -insoluble nitrogen, and phosphorus in the following composition: 1.Composition: 16 percent nitrogen, 20 percent phosphoric acid by weight. 2.4 INERT GROUNDCOVER A. Decomposed Granite: Decomposed granite shall be durable granite maternal size as shown on the plan. Except as may be approved by the Owner's Representative, all materials used on the project shall be from the same source and shall match the approved sample. Decomposed granite shall be free of loam, sand, clay, and other foreign substances. 1. Type: As indicated on plans. 2.5 TREE STAKING A. Tree Stakes: Tree Stakes shall be 2-inch (minimum) diameter by 8 feet (minimum) long peeled Lodge Pole Pine stakes. Treat with an EPA approved wood preservative. If required to support properly trees used on the project, stakes longer than specified shall be used at no cost to the Owner. B. Tie Wire: 12 gauge, annealed, galvanized wire. C. Chafing Guard: Biodegradable cotton tree ties with brass eyelet, provided in lengths required to protect tree trunks from damage. Cut tree ties are not acceptable. 2.6 HORTICULTURAL CHEMICALS A. Pre -Emergent Herbicide: "Surflan' or "Pendulum', or approved equal. Delivered in original, sealed, and fully labeled containers and mixed according to manufacturers written instructions. B. Post -Emergent Herbicide: "Round -Up , or approved equal. Delivered in original, sealed, and fully labeled containers and mixed according to manufacturers written instructions. PART 3 - EXECUTION 3.1 EXAMINATION A. Examine areas to receive plants and decomposed granite for compliance with requirements and conditions affecting installation and performance. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 BLUE STAKING A. The Contractor shall have the work area Blue -Staked prior to the start of any excavation work. Blue Staking shall be kept current throughout the course of the work. All utilities damaged by the Contractor shall be repaired or replaced by the Contractor, as required by the Owner or applicable utility company, at the Contractors expense. 3.3 SITE PREPARATION A. Protect structures, utilities, sidewalks, pavements and other facilities and existing plants from damage caused by landscape operations. B. Provide erosion -control measures to prevent erosion or displacement of soils and discharge of soil -bearing water runoff or airborne dust to adjacent properties and walkways. C. Lay out individual tree locations. Stake locations, adjust locations when requested, and obtain Owners Representative's acceptance of layout before planting. Make minor adjustments as required. 3.4 TREE AND SHRUB PIT EXCAVATION A. Seasonal Limitations: The planting of trees and shrubs may be done at any time selected by the Contractor consistent with the overall project schedule. Planting during excessively hot. cold, or windy weather shall be at the Contractors risk. Plants that die or are damaged as a result of weather conditions shall be replaced by the Contractor at no additional cost to the Owner. B. Excavation of Plant Pits: Excavate circular pits with sides sloped inward, pit size according to the drawings. Do not disturb sub -grade. Scarify sides of plant pit if smeared or smoothed during excavation. C . Subsoil removed from excavations may be amended as specified and used as backfill. D. Obstructions: Do not install any plant if a large obstruction Is encountered below the rootball. Notify Owners Representative if unexpected rock or obstructions detrimental to trees, shrubs or cactus are encountered in excavations. E. Tests for Drainage: Partially fill plant pits with water and allow water to percolate away. For acceptance, all pits shall drain at least 6' per hour. All pits not draining at 6' per hour shall be deepened or relocated as directed by Owners Representative. Drainage testing for up to 25 percent of all tree pits shall be performed by the Contractor at no additional cost to the Owner. 1. Deepening Tree Pits: Drill 6-inch diameter holes into free -draining strata or to a depth of ten feet, whichever is less, and backfill with free -draining material. 2. Deepening all tree pits shall be performed by the Contractor at no additional cost to the Owner. 3.5 TREE AND SHRUB PLANTING B. Set container -grown stock plumb and in center of pit or trench with top of root ball one inch above adjacent finish grades. Plants that settle shall be excavated and re -planted at correct grade. 1. Carefully remove root ball, immediately prior to planting, from container, without damaging root ball, stems or foliage. Damaged plants shall be replaced by the Contractor at no additional cost to the Owner. 2. Backfill planting soil mix around root ball in layers, tamping to settle mix and eliminate voids and air pockets. When pit is approximately one-half backfilled, water thoroughly before placing remainder of backfill. Repeat watering until no more water is absorbed. Water again after placing and tamping final layer of planting soil mix. `pwwcnF eU t t Fqc 1 RETER RUmi`,Ey xS T NEY A�ZJ,N ll S n LANDSCAPE SPECIFICATIONS es J313sliv 3.6 TREE AND SHRUB PRUNING A Prune, thin, and shape trees and shrubs according to standard horticultural practice. Unless otherwise indicated by Owners Representative, do not cut tree leaders; remove only injured or dead branches. Prune shrubs to ANA Standards to retain natural character. Shrub sizes indicated are sizes after pruning. 1. All dead wood, suckers, broken or bruised branches shall be removed. 2. Pruning shall be carried out with clean, sharp tools. 3. If, in the opinion of the Owners Representative, pruning results in a plant not natural in character, the plant shall be replaced by the Contractor at no additional cost to the Owner. 3.7 TREE STAKING A Upright Staking and Tying: Stake trees as detailed on the drawings. Use a minimum of 2 stakes of length required to penetrate at least 18 inches below bottom of backfilled excavation and to extend at least 72 inches above grade. Set vertical stakes and space to avoid penetrating root balls or root masses. Support trees with two tree ties at contact points with tree trunk. Allow enough slack to avoid rigid restraint of tree. Use the number of stakes shown on the drawings. 1. Staking and tying shall be capable of supporting the plant, without repair, for two years. 3.8 INORGANIC SURFACING INSTALLATION A Decomposed Granite Surfacing: All areas to be surfaced with decomposed granite shall be brought to the lines and grades shown on the plans, with allowance made for depth of the decomposed granite. Install decomposed granite in accordance with the project drawings. 1. A reveal shall be provided adjacent to paved surfaces as shown on the project drawings. Where not detailed, the reveal shall be % inch. 3.9 HORTICULTURAL CHEMICALS A Herbicides: Herbicides shall be applied according to manufacturers written instructions by an Applicator licensed by the state of Arizona. 3.10 CLEANUP AND PROTECTION A During landscape operations, keep adjacent paving and construction clean and work area in an orderly condition. B. Protect all plants and decomposed granite areas from damage due to landscape operations, operations by other contractors and trades, and others. Maintain protection during installation and maintenance periods. Treat, repair, or replace damaged hems. C. Promptly remove soil and debris created by landscape work from paved areas. Clean wheels of vehicles before leaving site to avoid tracking soil onto roads, walks, or other paved areas. D. Erect barricades and warning signs as required, to protect newly landscaped areas from traffic. 3.11 DISPOSAL A. Disposal: Remove surplus soil and waste material, including excess subsoil, unsuitable soil, trash, and debris and trimmings, and dispose of them legally off Owners property. OV1700068 FINAL LANDSCAPE & IRRIGATION PLAN FOR VIEWPOINTE II AT VISTOSO TRAILS LOTS 1-45 AND COMMON AREAS -A- (COMMON AREA) & -B- (OPEN SPACE) BEING A RESUBDIVISION OF THE RETREATS AT VISTOSO CONDOMINIUMS, VISTOSO TOWN CENTER, RANCHO VISTOSO - NEIGHBORHOOD 6 RECORDED IN MAP BOOK 61 PAGE 85, WHICH IS A PORTION OF SECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G. & S.R.M. TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA NOVEMBER 2017 REF. CASE #OV1205-23A WLB NO.185050-MT-17 #OV1601683 CONTOUR INTERVAL: V SCALE: WA SHEET 8 OF 9 IRRIGATION PART 1-GENERAL 1.1 RELATED DOCUMENTS A. Codes and Standards: 1. NFPA 70: National Electric Code 2. American Water Works Association (AW WA) for pipe and fitting manufacturer compliance 3. American Society for Testing and Materials International (ASTM) for pipe and fitting manufacturer compliance 1.2 SUMMARY A. Section Includes: 1. Piping. 2. Encasement for piping. 3. Manual valves. 4. Automatic control valves. 5. Transition fittings. 6. Miscellaneous piping specialties. 7. Quick couplers. 8. Drip irrigation specialties. 9. Controllers. 10. Boxes for automatic control valves. 11. Backflow Preventer. 12. Evapo-transpiration Sensor or Weather Station. 1.3 DEFINITIONS A. Circuit Piping: Downstream from control valves to sprinklers, specialties, and drain valves. Piping is under pressure during flow. B. Drain Piping: Downstream from circuit -piping drain valves. Piping is not under pressure. C. Main Piping: Downstream from point of connection to water distribution piping to, and including, control valves. Piping is under water -distribution -system pressure. 1.4 PERFORMANCE REQUIREMENTS A. Irrigation zone control shall be automatic operation with controller and automatic control valves. B. Location of Emission Devices and Specialties: It is hereby specified that the system shall be complete and fully operational covering 100% of the planted area. C. Minimum Working Pressures: The following are minimum pressure requirements for piping, valves, and specialtes, unless otherwise indicated: 1. Minimum Pressure at drip emission devices: 15 psi. 1.5 CLOSEOUT SUBMITTALS A. As -built Drawings: Document the piping sizes and layout, each zone, zone type, number of heads in each zone, note emitter spacing. In addition closeout submittals should include: 1. Controller Keys. 2. Controller manual. 3. Quick Coupler key. 4. As -built drawings. Submit 2 copies; one 11"x17' laminated copy, one full-sized copy. Submit one electronic copy in .pdf format 5. Controller schedule. 6. Backflow preventer test certificate. 7. Warranty documents for the irrigation system. 8. Backflow preventer enclosure keys. 1.6 DELIVERY, STORAGE, AND HANDLING A. Store plastic piping protected from direct sunlight. Support to prevent sagging and E bending. 1.7 PROJECT CONDITIONS A. Interruption of Existing Water Service: Do not interrupt water service to facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary water service according to requirements Z indicated: 1. Notify Owner's Representative no fewer than two (2) days in advance of proposed interruption of water service. a 2. Do not proceed with interruption of water service without Owners Representative's permission. 3 1.8 MAINTENANCE SERVICE d A. Initial Maintenance Service: Provide full maintenance by skilled employees of irrigation installer. Maintain as required in Part 3. Begin maintenance immediately after each area is planted and continue until not less than the following period: 1. Maintain until 30 days after handover and approved at "30 Day Walk." t 1.9 WARRANTY o. A. Special Warranty: Installer agrees to repair or replace irrigation and accessories the fail m in materials or workmanship within on -year warranty period. PART 2-PRODUCT5 2.1 PIPES, TUBES, AND FITTINGS A. Comply with requirements for applications of pipe, tube, and fitting materials, and for joining methods for specific services, service locations, and pipe sizes. B. PVC Pipe: ASTM D 1785, PVC 1120 compound, Schedule 40. 1. PVC Socket Fittings: ASTM D 2466. Schedule 40. 2. PVC Threaded Fittings: ASTM D 2464, Schedule 80. 3. PVC Socket Unions: Construction similar to MSS SP-107, except both headpiece and tailpiece shall be PVC with socket ends. 2.2 PIPING JOINING MATERIALS A. Solvent Cements for Joining PVC Piping: ASTM D 2564. Include primer according to ASTM F 656. B. Plastic, Pipe -Flange Gasket, Bolts, and Nuts: Type and material recommended by piping system manufacturer unless otherwise indicated. 2.3 ISOLATION VALVES Isolation Valves shall be as indicated on the irrigation plans. 2.4 AUTOMATIC CONTROL VALVES A. Automatic Circuit Control Valves shall be as indicated on the irrigation plans. 2.5 TRANSITION FITTINGS A. General Requirements: Same size as, and with pressure rating at least equal to and with ends compatible with, piping to be joined. Provide products compatible with piping, valves, heads and controllers for proposed system which conform to standards of practice. 2.6 QUICKCOUPLERS A. Quick -Coupling Valves shall be as indicated on the irrigation plans. 2.7 DRIP IRRIGATION SPECIALTIES A. Drip Tubes: 1. Tubing: a. Body Material: PE or vinyl. b. Mounting: On riser, inserted into lateral line at set intervals. 2. Capacities and Characteristics: As indicated on the irrigation plans. B. Emission Device: 1. Emitter: As indicated on Irrigation Plans. C. Off -Ground Supports: Plastic stakes. D. Application Pressure Regulators: Brass or plastic housing, NPS %, with corrosion -resistant internal parts; capable of controlling outlet pressure to approximately 30 psig. E. Filter Units: Brass or plastic housing, with corrosion -resistant internal parts; of size and capacity required for devices downstream from unit. F. Air Relief Valves: Brass or plastic housing, with corrosion -resistant internal parts. G. Vacuum Relief Valves: Brass or plastic housing, with corrosion -resistant internal parts. 2.8 CONTROLLERS A. Controller shall be as indicated on the irrigation plans. 1. Provide 2 spare - unused controller zones. Provide expansion modules as necessary to operate number of valves indicated on irrigation plans. B. Mount at location indicated on the irrigation plans. 2.9 BOXES FOR AUTOMATIC CONTROL VALVES AND FLUSH ENDS A. Plastic Boxes shall be as indicated on the irrigation plans. Description: Box and cover, with open bottom and openings for piping; designed for installing flush with grade. 1. Size: 10" Round -Isolation Valve; "Jumbo' Rectangular -Control Valve. One Valve per Box. 2. Shape: Round and Rectangular. 3. Sidewall Material: PE. 4. Cover Material: PE. 5. Lettering: Irrigation Valve Box. 2.10 BACKFLOW PREVENTER A. Provide backflow preventer on concrete pad in lockable enclosure as indicated on the irrigation plans. a. Provide R-30 Insulation cover. 2.11 WEATHER SENSOR A. Weather Sensor shall be as indicated on the irrigation plans. PART 3 - EXECUTION 3.1 EARTHWORK A. Install warning tape directly above pressure piping, 12 Inches below finished grades, except 6 inches below subgrade under pavement and slabs. B. Provide minimum cover over top of underground piping according to the following: 1. Irrigation Main Piping: Minimum depth of 18 inches 2 Circuit Piping: 12 inches. 3. Drain Piping: 12 inches. 4. Sleeves: 24 inches. APi�3$�1 3.2 PREPARATION A. Set stakes to identify locations of proposed irrigation system. Obtain Owner's Representative's approval before excavation. Notify Owner's Representative of any conflicts prior to installation. 3.3 PIPING INSTALLATION A. Location and Arrangement: Drawings indicate location and arrangement of piping systems. B. Install piping at minimum uniform slope of 0.5 percent down toward drain valves. C. Install piping free of sags and bends. D. Install group of pipes parallel to each other, spaced to permit valve servicing. E. Install fittings for changes in direction and branch connections. F. Install unions adjacent to valves and to final connections to other components with NIPS 2 or smaller pipe connection. G. Install flanges adjacent to valves and to final connections to other components with NIPS 2-1/2 or larger pipe connection. H. Install expansion loops in control -valve boxes for plastic piping. I. Lay piping on solid sub -base, uniformly sloped without humps or depressions. J . Install PVC piping in dry weather when temperature is above 40 deg F. Allow joints to cure at least 24 hours at temperatures above 40 deg F before testing. K. Install pressure regulators with shutoff valve and strainer on inlet and pressure gauge on outlet. Install shutoff valve on outlet. Install aboveground Orin control -valve boxes. L. Install piping in sleeves under parking lots, roadways, and sidewalks. M. Install sleeves made of 4" Schedule 40 PVC pipe and socket fittings, and solvent -cemented joints. N. Install transition finings for plastic -to -metal pipe connections according to the following: 1. Underground Piping: a. NPS 1-1/2 and Smaller: Plastic -to -metal transition fittings. b. NPS 2 and Larger: AW WA transition couplings. 2. Aboveground Piping (Not permitted in markets of freezing environments): a. NPS 2 and Smaller: Plastic -to -metal transition fittings and unions. It. NPS 2 and Larger: Use dielectric flange kits with one plastic flange. 3.4 JOINT CONSTRUCTION A. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe. B. Remove scale, slag, dirt and debris from inside and outside of pipe and fittings before assembly. C. PVC Piping Solvent -Cemented Joints: Clean and dry joining surfaces. Join pipe and fittings according to the following: 1. Comply with ASTM F 402 for safe -handling practice of cleaners, primers, and solvent cements. 2. PVC Pressure Piping: Join schedule number, ASTM D 1785, PVC pipe and PVC socket fittings according to ASTM D 2672. Join other -than -schedule -number PVC pipe and socket fittings according to ASTM D 2855. 3. PVC Non -pressure Piping: Join according to ASTM D 2855. 3.5 VALVE INSTALLATION A. Valve (All) Location: 1. Valve and Control Boxes must be a minimum T behind face of curb or sidewalk. 2. Top of all Irrigation Boxes must be at grade or slightly above. B. Above -ground Valves: Install as components of connected piping system. 3.6 DRIP IRRIGATION SPECIALTY INSTALLATION A. Install freestanding emitters on pipe riser to mounting height indicated. B. Install manifold emitter systems with tubing to emitters. Plug unused manifold outlets. Install emitters on off -ground supports at height indicated. C. Install multiple -outlet emitter systems with tubing to outlets. Plug unused emitter outlets. Install outlets on off -ground supports at height indicated. D. Install drip tubes with direct -attached emitters on in 6" round valve boxes. E. Install drip tubes with remote -discharge in 6" round valve boxes. with outlets on off -ground supports at height indicated. F. Install off -ground supports of length required for indicated mounted height of device. G. Install drip assembly pressure regulator and filter below grade in a 10" round valve box as shown on the detail. Locate within 2' of the electronic control valve. 3.7 AUTOMATIC IRRIGATION -CONTROL SYSTEM INSTALLATION A. Equipment Mounting: Install interior controllers in Low Voltage Cabinet 1. Place and secure anchorage devices. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded. 2. Install anchor bolts to elevations required for proper attachment to supported equipment. B. Install control wire in same trench as irrigation piping and at least 2 inches beside piping. Provide conductors of size not smaller than recommended by controller manufacturer. Install cable in separate sleeve under paved areas. 3.8 CONNECTIONS A. Drawings indicate general arrangement of piping, fittings, and specialties. B. Install piping adjacent to equipment, valves, and devices to allow service and maintenance. C. Connect wiring between controllers and automatic control valves. 3.9 FIELD QUALITY CONTROL A. Tests and Inspections: 1. Leak Test: After installation, charge system and test for leaks. Repair leaks and retest until no leaks exist. 2. Operational Test: After electrical circuitry has been energized, operate controllers and automatic control valves to confirm proper system operation. 3. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment B. Any irrigation product will be considered defective if It does not pass tests and inspections. 3.10 START UP SERVICE A. Perform startup service. 1. Complete installation and startup checks according to manufacturer's written instructions. 2. Verify that controllers are installed and connected according to the Contract Documents. 3. Verify that electrical wiring installation complies with manufacturer's submittal. 3.11 ADJUSTING A. Adjust settings of controllers. B. Adjust automatic control valves to provide flow rate at rated operating pressure required for each irrigation circuit. C. Adjust devices, except those intended to be mounted aboveground, so they will be flush with finish grade. 3.12 CLEANING A. Flush dirt and debris from piping before installing emission devices. 3.13 DEMONSTRATION A. Coordinate an operating demonstration and acceptance meeting with Owners Representative. OV1700068 FINAL LANDSCAPE & IRRIGATION PLAN FOR VIEWPOINTS II AT VISTOSO TRAILS LOTS 1-45 AND COMMON AREAS -A" (COMMON AREA) & "B" (OPEN SPACE) p 05C4< BEING A RESUBDIVISION OF THE RETREATS AT VISTOSO CONDOMINIUMS, VISTOSO TOWN CENTER, RANCHO VISTOSO - NEIGHBORHOOD 6 RECORDED ""2 ER , IN MAP BOOK 61 PAGE 85, WHICH IS A PORTION OF FEiNCi10L0.5 " AuMNEY SECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G. & S.R.M. TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA ue" REF. CASE#OV1205-28A es osla.116 NOVEMBER2017 #OV1601683 IRRIGATION SPECIFICATIONS WLB NO. 185050-MT-17 CONTOUR INTERVAL: 1' SCALE: N/A SHEET 9 OF 9 k .m Futurerr. a =' Moore Road „ i `' „: Y" ° h ��JC «. �d+' _'>'M: # �• es�,',r, alp s' !�Tc` ,;ir, q 3 NY ,s p v � a t ' h 6 h1 LOCATION MAP VIEWPOINTE II AT VISTOSO TRAILS OV1700068 NDED Attachment 1 . 0 Town of Oro Valley Community Development and Public Works February 8, 2018 Paul Oland Jimmy Gaulin WLB Group Mattamy Homes 4444 E. Broadway Boulevard 6640 N. Oracle Road Tucson, Arizona 85711 Tucson, AZ 85704 gpoland(cD_wlbgroup.com iimmy.gaulin(a)mattamycorp.com Re: Mattamy Homes Viewpointe II at Vistoso Trails SRI, NPPP, Final Landscape Plan, Final Site Plan, Rainwater Harvesting Plan Approval Letter, OV1700068 Gentlemen, This letter certifies that the above -referenced applications have been approved by the Town Staff. The next steps include: • Picking up the signed mylars from the Planning Division • Submitting these drawings to the Pima County Addressing Division for annotation • Returning the plans to the Town of Oro Valley If you have any questions, please contact me. Best, Q - � Rosevelt Arellano Senior Planner Cc: File Oro Valley, it's in our nature. 11000 N. La Canada Drive, Oro Valley, Arizona 85737 _ www.orovalleyaz.gov I phone: (520) 229-4800 1 fax: (520) 742-1022 TOWN OF ORO VALLEY L. I"I ) DEVELOPMENT & INFRASTRUCTURE SERVICES DEPARTMENT 11000 N. LA CANADA DRIVE, ORO VALLEY, AZ. 85737 PHONE: (520) 229-4800 FAX: (520) 742-1022 \� www.orovallem.gov/dis 1.2 GENERAL APPLICATION FORM Application Type: ❑ Major General Plan Amendment ❑ Rezoning/PAD Amendment ❑ Planned Area Development ❑ Conditional Use Permit ❑ Zoning Code Amendment ❑ Conceptual Site Plan ❑ Conceptual Public Art ❑ Conceptual Architecture ❑ Final Site Plan ❑ Conceptual Landscape Plan Subiect Property Information: a Final Plat ❑ Pre -Application NOVA 2 2017 ❑ Zoning Verification ❑ Sign Criteria BY° ❑ Sign - PAD Exemption ❑ Master Sign Program ❑ Communication Facility — Tier 1 and 2 Minor ❑ Communication Facility — Major ❑ Revised Development Plan ❑ Other Address: RV Neigh 6 Parcel C Parcel/Tax Code: 219-54-5910; 219-54-5920; 219-54-5900 Subdivision / Commercial Center Name: Hohokam Mesa - Vistoso Town Center Book / Page or Sequence Number: Bk 61, Pg 84 Lot Number(s) 1-128 and Blocks A-C Legal Description: A portion of the East 1/2 of Section 25, T11S, R13E Section/Township/Range: Sec. 25, T11 S, R13E Area of Property: 13.96 Existing Land Use: Vacant Proposed Land Use: Single Family Residential Applicant Information: Applicant *: * If more than one, attach list Name: Michael Cerepanya Firm: Mattamy Tucson LLC Address: 3561 E. Sunrise Drive, Suite 247 City: Tucson State: AZ Zip. 85718 Telephone: (520) 297-6850 Fax: Email: Michael.Cerepanya@mattamycorp.com Property Owner(s) if different from Applicant *: Name: Firm: Address: Telephone: Fax: Consultant*: Civil Engineer (Discipline) Name: David Little, P.E. Address: 4444 E. Broadway Blvd. Telephone: (520) 881-7480 Fax: City: — Email: State: Zip: Firm: The WLB Group, Inc. City: Tucson State: AZ Zip: 85711 Email: dlittle@wlbgroup.com 6i Project Description/Narrative: Mattamy is proposing a 39 lot single-family subdivision within Rancho Vistoso Neigh. 6, Parcel C. I hereby certify that I have read and examined this application and know the same to be true and correct. I am the owner of the property or the Owner's authorized representative, and if not the owner, I have obtained the owner's permission to perform stated work. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The approval of this application does not presume to give authority to violate or cancel the provisions of any other federal, state or local law for which this project may be subject to. Notice: It is the applicant/owner's responsibility to ensure all private rules and regulations (such as Covenants, Conditions & Restrictions (CC&R's)) of the subdivision and/or commercial center are adhered to. Contact your Home Owners Association or property management to determine applicable requirements. It is also the applicant's responsibility to coordinate with all outside agencies to secure their acceptance or clearance. Failure to do so may delay issuance of permits. See attached list of agencies. J4- rz+ for David Little 11/1/17 Applicant's Signature Print Name Date Important Note: All submittals received after 4:00 p.m. will be processed the next day Submittals will be rejected if: • Not folded using Pima County fold & collated; • There are missing items on the checklist unless otherwise approved by Planning and Zoning Administrator or Town Engineer. • Re -submittals cannot be accepted without a transmittal and a written narrative summary describing the purpose of submittal. 6 3.0 SUPPLEMENTARY DOCUMENTATION �fi�UNDED 19�a� 3.1 ADDITIONAL NOTIFICATION 1n addition to the Town of Oro Valley (the "Town"), there may be other jurisdictions affecting development of this property. If a property developer waits until late in the development process to contact other pertinent governmental agencies or bodies, additional expense and time in coordination, redesign and development may be a result. Examples of other governmental agencies and/or bodies that may have overlapping jurisdiction over this property include but are not limited to the following: Federal: The United States Department of the Interior, Fish and Wildlife Service is responsible for Endangered Species Act compliance, etc. Please note, habitat has been designated with the Town. U.S Fish and Wildlife Field Division 2321 W. Royal Palm Rd., Suite 103 Phoenix, AZ 85021-4951 Phone (602) 640-2720 Fax (602) 620-2730 The United States Corps of Engineers: This agency is responsible for management of j urisdictional waters, etc. Section 404 consultations may be required on properties that contain washes. U.S. Army Corps of Engineers 5205 E. Comanche Davis Monthan AFB Tucson, AZ 85707 Phone (520) 584-4486 Fax (520) 584-4497 State: Arizona Department of Environmental Quality: This agency has multiple responsibilities. Please contact directly for further information. ADEQ 1110 W. Washington Street Phoenix, AZ 85007 (602)771-2300 County: Pima County Department of Environmental Quality: This agency has multiple responsibilities. Please contact directly for further information. PDEQ 201 N. Stone Avenue, 2°d Floor Tucson, AZ 85701 (520)740-6520 Please be advised, issuance of a permit DOES NOT, nor should it be construed, to imply compliance with Federal, State or County regulations. If you have any questions concerning your responsibilities under federal law, please contact the applicable agency. APPLICANT NAME: The WLB Group, Inc. / Linda Thompson CONTACT PHONE AND ADDRESS: 520) 390-1086 / 4444 E. Broadway, Tucson AZ 85711 SITE LOCATION: Viewpointe II at Vistoto Trails (RV Neigh 6 Parcel C) PROPOSEJJP USE: I, Single Family Residential Applicant Signature Case/File Number R Date ,p ,L Y 40/2 0+ AL SOUNDED 191A Town of Oro Valley Community Development and Public Works December 12, 2017 David Little, P.E. The WLB Group, Inc. 4444 East Broadway Blvd. Tucson, AZ 85711 Re: OV1700068, Engineering Final Site Plan (including Landscape and water harvesting) Acceptance Letter for VIEWPOINTE II AT VISTOSO TRIALS (3R1 SUBMITTAL) Dear David, Engineering Permit Development Review has completed review of the subject project and has no additional comments, and therefore has accepted the project for general conformance to applicable Town Standards, and Codes. Please note that it is the responsibility of the underlying registrant sealing the plan to certify all improvements contained therein are in accordance to all applicable Town, County, State, and Federal Standards and Codes, and sound engineering practice accordingly. If you have any questions, I can be reached via email or phone. Sincerely, C.Tineo. P.E. Senior Civil Engineer 520-229-4824 etineo@orovalleyaz.gov NOTICE FORM CHECKLIST OV Number: a V 17 D 00 ( 6 Meeting Name & Date: T-C.,, j0-,ZS - t - I Application Type: CS P 15-day Notice DEADLINE: Publish in Daily Territorial? Yes No Day of Publishing: 2pm submission deadline: Date/Time emailed: Publishing #: Cost: Paper copy (attached): Scanned -to OV file: Affidavit scanned to OV file: Original to Town Clerk: HOA Notification? No All Affected Total: 10 (0 Spreadsheet into file: Date mailed out: Notification Boundary? Ye No Notification radius: t000 feet Total residents: 2-16 Spreadsheet into file: L(Y'),v7noe-3 Date mailed out: (e( -2-{ 1-7 Property Posting? Yes No Stickers given to Planner: /I I a . Posting on Town property? es l 2 No Date posted: j -7 Post on Planning Page? Yes No Date posted: / 2-1 / -1 Notes: x Town of Oro Valley Community Development and Public Works TOWN OF ORO VALLEY NOTICE OF PUBLIC MEETING TOWN COUNCIL The Town Council invites the community to attend a public meeting on Wednesday, June 21, 2017, 6 p.m. Oro Valley Town Council Chambers 11000 N. La Canada Drive Oro Valley, Arizona Discussion and possible action regarding a proposed Conceptual Site Plan and Landscape Plan for Mattamy Homes to develop a 45-lot single-family detached residential subdivision located on Moore Road, approximately '/4-mile east of the intersection of Rancho Vistoso Boulevard and Moore Road, OV1700068. The public is encouraged to attend and will be invited to speak. For more information on the project, please visit www.OVpromects.com. An agenda for this meeting will be made available at least 24 hours prior to the meeting time. For questions and additional information, please contact Michael Spaeth, Current Planning Principal Planner, at (520) 229-4812 or mspaeth(a_orovalleyaz.gov. POSTED: 6/2/2017 TIME: 10:00 a.m BY: jma Oro Valley, it's in our nature. 11000 N. La Canada Drive, Oro Valley, Arizona 85737 www.orovalleyaz.gov I phone: (520) 229-4800 1 fax: (520) 742-1022 i NOTICE FORM CHECKLIST OV Number: - -7 OQ L-4 V (6 Meeting Name & Date: Co��y) P, e) (I- � 3 - .2-0 L Application Type: W Y/i a of-,SI4-�- LA-•1-lds c6-,Q.e Play 15-day Notice DEADLINE: 6J ' 2-6?' 2-0 Publish in Daily Territorial? Yes No Day of Publishing: 2pm submission deadline: Publishing #: Paper copy (attached Affida ' anned to OV file: Date/Ti ailed: Cost: Scanned to OV file: Original to Town Clerk: HOA Notification? No CAIAffected Total: 10(D Spreadsheet into file: 1114 Date mailed out: 51 Notification Boundary? Yes No Notification radius: D 0 n feet Spreadsheet into file: 612-& l -7 Total residents: 2 e) Date mailed out: S 2& Property Posting? Yes No Stickers given to Planner: I Posting on Town property? Yes No Date posted: Z Post on Planning Page? Yes No Date posted: Z� Notes: Town of Oro Valley Community Development and Public Works TOWN OF ORO VALLEY NOTICE OF PUBLIC MEETING CONCEPTUAL DESIGN REVIEW BOARD The Conceptual Design Review Board invites the community to attend a public meeting on Tuesday, June 13, 2017, 6 p.m. Oro Valley Town Council Chambers, 11000 N. La Canada Drive Oro Valley, Arizona Discussion and possible action regarding a proposed Conceptual Site Plan and Landscape Plan for Mattamy Homes to develop a 45-lot single-family detached residential subdivision located on Moore Road, approximately Y4-mile east of the intersection of Rancho Vistoso Boulevard and Moore Road, OV1700068. The public is encouraged to attend and will be invited to speak. For more information on the project, please visit www.OVpromects.com. An agenda for this meeting will be made available at least 24 hours prior to the meeting time. For questions and additional information, please contact Michael Spaeth, Current Planning Principal Planner, at (520) 229-4812 or mspaeth orovalleyaz.gov. Posted: 5/26/2017 Time: 12:00 p.m. By: jma Oro Valley, it's in our nature. 11000 N. La Canada Drive, Oro Valley, Arizona 85737 www.orovalleyaz.gov I phone: (520) 229-4800 1 fax: (520) 742-1022 Conceptual Site Plan Conceptual Design Review Board Staff Report PROJECT: Viewpointe II at Vistoso Trails CASE NUMBER: OV1700068 MEETING DATE: June 13, 2017 AGENDA ITEM: 3 STAFF CONTACT: Michael Spaeth, Current Planning Principal Planner msQaeth(cborovalleyaz.gov (520) 229-4812 Applicant: Paul Oland, The WLB Group Inc. on behalf of Mattamy Homes Request: Conceptual Site Plan and Landscape Plan for Viewpointe II at Vistoso Trails, a 45-lot single family residential development. Location: Moore Road approximately %-mile east of the Rancho Vistoso Boulevard and Moore Road intersection, Recommendation: Recommend approval. SUMMARY: The applicant's proposal is for a 13.9-acre property located on Moore Road immediately adjacent to the Honey Bee Village Archaeological Preserve, approximately'/ -mile east of the Rancho Vistoso Boulevard and Moore Road intersection (Attachment 1). The conceptual site plan (Attachment 2) includes the following elements: • 45 single-family detached residential lots • Approximately 26% Open Space One point of vehicular access from Moore Road • Pedestrian connections to a multi -use path along Moore Road and the larger regional trail network in Big Wash The applicant's proposal has revised the development envelope approved as part of a prior approval, to more closely follow the existing topography of the site. The revised envelope reduces the extent of encroachment into both open space and hillside areas. The Conceptual Site Plan and Landscape Plan conforms with the Rancho Vistoso Planned Area Development and Conceptual Design Principles and Design Standards of the Zoning Code. OV1700068 Mattamy Homes Viewpointe II at Vistoso Trails Page 2 of 5 Conceptual Design Review Board Staff Report BACKGROUND/DETAILED INFORMATION: Current Site Conditions • The property encompasses approximately 13.9 acres • Vacant • Located in Rancho Vistoso Neighborhood 6 Town Center • Numerous regulated sloped areas and open space • Extensive archaeological work has been completed on the site The General Plan and Zoning maps for the property and the surrounding area are depicted in Attachment 3. Approvals to Date 1987: The subject property was part of the original Rancho Vistoso PAD. • 2006: Preliminary plat/development plan approved for Rancho Vistoso Town Center including multi -family residential (Retreats at Vistoso) on the subject property. • 2006: The Final Plat for the Retreats at Vistoso multi -family residential approved by Town Council DISCUSSION / ANALYSIS: The subject property is a component of the larger Rancho Vistoso PAD designated "Town Center" which allows single-family residential, multi -family and commercial centered on the Preserve. A detailed analysis of the Conceptual Site Plan's and Landscape Plan's conformance is provided in Attachment 4. A brief summary is provided below. Conceptual Site Plan and Landscape Plan The subject property was previously approved by the Development Review Board and Town Council as a 124-unit multi -family residential development. As part of that approval, a revision to the open space boundary was approved which permitted some encroachment into the existing open space and hillside areas. The applicant's proposal has revised the development envelope to more closely follow the existing topography of the site and reduces the extent of encroachment into both open space and hillside areas. The applicant's request (Attachment 2) has the following components: • 45 residential lots and private roads 0 One ingress/egress point from Moore Road OV1700068 Mattamy Homes Viewpointe II at Vistoso Trails Page 3 of 5 Conceptual Design Review Board Staff Report • Pedestrian connections to multi -use path on Moore Road and larger regional trail network in Big Wash • Native landscaping and buffer yards The Conceptual Landscape Plan includes landscaped entries, buffer yards, screen walls and landscaping in all common areas throughout the site. Sidewalks will be incorporated throughout the subdivision connecting to a multi -use path along Moore Road as well as the larger regional pedestrian network. Engineering Comments Traffic The proposed development will include the following traffic related improvements: • Single point of access from Moore Road, east of the Rancho Vistoso Boulevard intersection. • Moore Road will be extended by the developer to provide access to this development. The new public road section will consist of a travel lane in each direction, raised medians, dedicated left -turn lanes, bike lanes and sidewalks. • The developer is currently installing a new traffic signal at the Rancho Vistoso Boulevard and Moore Road intersection to mitigate for the additional traffic generated from new developments within the project area. This development is not expected to generate traffic that is uncharacteristic of the area. As such, the existing roadway network within Rancho Vistoso and the surrounding areas has capacity to accommodate the additional traffic volume. Drainage Existing storm water runoff flows through the site in a southerly direction. The following drainage related improvements will be required: • The subdivisions drainage will be required to meet the Town's Drainage Criteria Manual and Floodplain Ordinance requirements. • Storm water runoff will be conveyed by drainage channels, storm drains, culverts, and basins throughout the development. • Post -developed discharges will be reduced to pre -developed discharges to mimic existing conditions. Grading A Type 2 Grading Permit is required to construct the utilities, streets, and any other structures requiring grading on the project site. The grading represented within the Conceptual Site Plan conforms to the requirements of the Rancho Vistoso PAD and applicable sections of the Town's Zoning Code (Section 27.9) as well as the Town's Subdivision Street Standards. OV1700068 Mattamy Homes Viewpointe II at Vistoso Trails Page 4 of 5 Conceptual Design Review Board Staff Report PUBLIC PARTICIPATION: Neighborhood Meetings A neighborhood meeting was held on October 24, 2016 regarding the applicant's proposal. Approximately 7 residents attended the meeting who primarily focused on: • Traffic: Neighbors voiced concern about the increased level of traffic at the intersection of Moore Road and Rancho Vistoso Boulevard. Staff discussed the future signal to be located at the intersection and that it will resolve all current traffic issues. • Building Height: Neighbors were concerned about the potential for 2-story homes and impacts on existing views of the Catalina Mountains. Details regarding existing Zoning Code restrictions on 2-story homes was discussed, namely: o No more than 60% of a subdivision can be 2-story; o No 2-story homes on corner lots; and o No more than two 2-story homes in a row, or across the street from one another. • The Honey Bee Village Preserve: Neighbors were concerned about potential impacts to the Preserve from the new subdivision. Staff explained the Preserve would continue to be protected by the existing walls and fences surrounding the site. A copy of the neighborhood meeting minutes have been provided in Attachment 5. No additional correspondence has been received by staff. CONCLUSION/RECOMMENDATION: Based on the following findings: • The applicant's request is in conformance with the Town's Conceptual Design Principles and applicable Design Standards and the Rancho Vistoso Planned Area Development. Recommend approval to Town Council of the Conceptual Site Plan and Landscape Plan. SUGGESTED MOTIONS: MOVE to recommend approval of the Conceptual Site Plan and Landscape Plan for the Viewpointe II at Vistoso Trails subdivision based on a finding that the request is consistent with the Conceptual Design Review Principals and Design Standards, as well as the Rancho Vistoso PAD. XV OV1700068 Mattamy Homes Viewpointe II at Vistoso Trails Page 5 of 5 Conceptual Design Review Board Staff Report I MOVE to recommend denial of the Conceptual Site Plan and Landscape Plan for the Viewpointe II at Vistoso Trails subdivision finding that ATTACHMENTS: 1. Location Map 2. Conceptual Site Plan and Landscape Plan 3. General Plan and Zoning Maps 4. Conceptual Site Plan and Landscape Plan Analysis 5. Neighborhood Meeting Summary 4�L, L-- Bayer Vella AICP, Planning anager 4_. v 4r GENERAL NOTES: 1. THE GROSS AREA OF THIS DEVELOPMENT IS 13.96 ACRES. 2. THE PROPOSED NUMBER OF RESIDENTIAL UNITS IS 45 (0.33 UNITS PER ACRE) 3. TOTAL LENGTH OF NEW PUBLIC STREETS IS 0.348 MILES. 4. TOTAL LENGTH OF NEW PRIVATE STREETS IS 0.00 MILES 5. ASSURANCES FOR SITE IMPROVEMENTS (e.g. WATER SERVICE, SITE STABILIZATION), LANDSCAPING AND REVEGETATION BONDS MUST BE POSTED PRIOR TO THE ISSUANCE OF GRADING PERMITS 6. GROSS AREA OF ALL IMPERVIOUS SURFACES = 139,637 S.F. (3.21 ACRES) (ASPHALT, SIDEWALK AND GROUTED RIRAP HATCHES ONLY - NO BUILDING OR PAD). 7. AVERAGE LOT SIZE - 5,265 S.F., MINIMUM LOT SIZE = 4,500 S.F., MAXIMUM LOT SIZE = 6,768 S.F. 8. TOTAL AMOUNT OF LANDSCAPED OPEN SPACE IN COMMON AREA = 5.90 AC. 9. THE TRAIL EASEMENT IS A NON -MOTORIZED PUBLIC RECREATION EASEMENT THAT IS OPEN TO THE GENERAL PUBLIC. NON -MOTORIZED USES GENERALLY INCLUDE HIKING, JOGGING, RUNNING, PET WALKING, ETC. PLANNING GENERAL NOTES: 1. MAXIMUM BUILDING HEIGHT ALLOWED = 34'/ THREE-STORY. BUILDING HEIGHT PROPOSED = 30. / TWO-STORY. 2. TOTAL AMOUNT OF OPEN SPACE REQUIRED = 30X 3. TOTAL AMOUNT OF OPEN SPACE PROVIDED = 45Z THE OPEN SPACE REQUIREMENT HAS BEEN SATISFIED WITH THE PRESERVATION OF THE HONEY BEE VILLAGE PRESERVE AND LANDSCAPED COMMON AREA THROUGHOUT THE TOWN CENTER. 4. EXISTING P.A.D. NATURAL OPEN SPACE = 3.05 AG - 5. PROPOSED P.A.D. NATURAL OPEN SPACE = 3.67 AC. 6. TOTAL AMOUNT OF COMMON AREAS - 6.17 ACRES COMMON AREA 'A' (OPEN SPACE)=2.50 AC. COMMON AREA V (NATURAL OPEN SPACE)=3.67 AC. 7. SETBACKS REQUIRED/PROVIDED (PERIMETER ONLY, PER P.A.D. HIGH DENSITY RESIDENTIAL STANDARDS): CONCEPTUAL SITE PLAN VIEWPOINTE II AT VISTOSO TRAILS LOTS/1 -, 45 AND COMMON AREAS "A" (COMMA °'AREA) & "B" (OPEN SPACE) OV1700068 FRONT = 201- SIDE = 5; REAR = 5. --- 8. COMMON AREAS SHALL BE OWNED AND MAINTAINED BY THE H.O.A. 9. EXISTING ZONING IS RANCHO VISTOSO P.A.D. TOWN CENTER AND RANCHO VISTOSO P.A.D. OPEN SPACE. 10. ALL SIGNAGE AND LIGHTING TO BE ADDRESSED AS PART OF SEPARATE REVIEW AND APPROVAL PROCESS. 11. TYPICAL LOT SIZES: 50' x 90' = 4500 S.F. MINIMUM i ENGINEERING GENERAL NOTES: -- 1. THE DESIGN VEHICLE FOR THIS PROJECT IS A SU-30. THE DESIGN SPEED FOR THIS PROJECT IS 25 MPH. 2. ALL NEW PUBLIC ROADS WITHIN THIS PROJECT WILL BE CONSTRUCTED IN ACCORDANCE WITH APPROVED _ PLANS SEPARATE IMPROVEMENT AND CONSTRUCTION PLANS WILL BE SUBMITTED TO THE TOWN ENGINEER'S OFFICE FOR REVIEW AND APPROVAL 3. ANY RELOCATION OR MODIFICATION OF EXISTING UTILITIES AND/OR PUBLIC IMPROVEMENTS NECESSITATED BY THE PROPOSED DEVELOPMENT WILL BE AT NO EXPENSE TO THE PUBLIC. 4. ALL NEW RIGHTS OF WAY WILL BE DEDICATED BY FINAL PLAT. G DRAINAGE GENERAL NOTES: ; 1. DEVELOPER WILL COVENANT TO HOLD THE TOWN OF ORO VALLEY, ITS SUCCESSORS AND ASSIGNS, HARMLESS IN THE EVENT OF FLOODING. 2. DRAINAGE WILL NOT BE ALTERED, DISTURBED, OR OBSTRUCTED WITHOUT THE APPROVAL OF THE ORO VALLEY C) =' 1 TOWN COUNCIL 3. DRAINAGE STRUCTURES MUST BE CONSTRUCTED AND INSTALLED ACCORDING TO TOWN STANDARDS AND PAID C) FOR BY THE DEVELOPER �- 1 '� 4. ALL DRAINAGE STRUCTURES MUST BE DESIGNED TO CONVEY A 100 YEAR FLOW. rL<tfl _ 5. ALL DRAINAGE FACILITIES WILL BE CONSTRUCTED ACCORDING TO APPROVED PLANS PRIOR TO THE ISSUANCE > � LO, OF ANY CERTIFICATES OF OCCUPANCY FROM THE BUILDING OFFICIAL FOR ALL AFFECTED BUILDINGS L j - E_ 6. THE DEVELOPER WILL ACCEPT RESPONSIBILITY FOR MAINTENANCE, CONTROL, SAFETY AND LIABILITY OF PRIVATE DRAINAGEWAYS, DRAINAGE EASEMENTS, AND COMMON AREAS. ORO VALLEY WATER GENERAL NOTES: 7 1. ORO VALLEY WATER UTILITY WILL BE THE WATER SERVICE PROVIDER. FG �-p 2. THIS DEVELOPMENT MUST COMPLY WITH THE ORO VALLEY WATER UTILITY SPECIFICATIONS MANUAL DURING U).N1-/ ALL PHASES OF CONSTRUCTION. 3. THE TOWN OF ORO VALLEY HAS BEEN DESIGNATED BY THE ARIZONA DEPARTMENT OF WATER RESOURCES AS HAVING AN ASSURED WATER SUPPLY, PURSUANT TO A.R.S. 45-576. AND WILL SERVE THIS DEVELOPMENT. 4. A LINE EXTENSION AGREEMENT FOR THIS PROJECT MUST BE IN PLACE PRIOR TO ANY WORK ON THE WATER INFRASTRUCTURE 5. WATER INFRASTRUCTURE SHOWN IS NOT NECESSARILY THE FINAL DESIGN. A SEPARATE WATER IMPROVEMENT PLAN MUST BE SUBMITTED TO ORO VALLEY WATER UTILITY FOR REVIEW AND APPROVAL WASTEWATER GENERAL NOTES: 1. PROJECT IS IN CONFORMANCE WITH SECTION J. WASTEWATER, OF THE PIMA COUNTY DEVELOPMENT PLAN REQUIREMENTS AS REFERENCED IN 18.71.030.A. 2. SEE PRELIMINARY SEWER LAYOUT PLAN FOR ADDITIONAL WASTEWATER NOTES. GENERAL UTILITY NOTES: 1. SHOULD AN EASEMENT BE IN CONFLICT WITH ANY PROPOSED BUILDING LOCATION, VACATION OF THE EASEMENT IS TO OCCUR PRIOR TO ISSUANCE BUILDING PERMITS GOLDER RANCH FIRE GENERAL NOTES: 1. FIRE HYDRANTS CONNECTED TO AN APPROVED WATER SUPPLY OF IODO GPM FOR FIRE PROTECTION MUST BE INSTALLED AND IN SERVICE PRIOR TO COMBUSTIBLE MATERIAL DELIVERY TO THE SITE TEMPORARY CONSTRUCTION OFFICE TRAILERS ARE CONSIDERED COMBUSTIBLE MATERIAL 2. APPROVED FIRE APPARATUS ACCESS ROADS MUST BE INSTALLED AND IN SERVICE PRIOR TO COMBUSTIBLE MATERIAL DELIVERY TO THE SITE 3. APPROVED AUTOMATIC SPRINKLER SYSTEMS SHALL BE PROVIDED THROUGHOUT ALL ONE -AND TWO-FAMILY DWELLINGS AND TOWNHOUSES WHICH EXCEED 3,600 SQUARE FEET IN FIRE -FLOW CALCULATION AREA. APPROVED AUTOMATIC SPRINKLER SYSTEMS SHALL BE PROVIDED THROUGHOUT ALL ONE- AND TWO-FAMILY DWELLINGS AND TOWNHOUSES USED AS MODEL HOMES WITH SALES OR CONSTRUCTION OFFICES 4. TEMPORARY STREET SIGNS MUST BE INSTALLED AT EACH STREET INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE OF VEHICLES ALL STRUCTURES UNDER CONSTRUCTION MUST BE CLEARLY IDENTIFIED WITH AN APPROVED ADDRESS. S43'56'59'E 85.01 PR('1T'PCT 0VFRVT7PW 0' 100' 200' 300' PERMITTING DIVISION -BUILDING CODES THE FOLLOWING CODES AND STANDARDS SHALL BE APPLICABLE TO THIS DEVELOPMENT: • 2012 INTERNATIONAL CODES WITH LOCAL AMENDMENTS • 2011 NATIONAL ELECTRIC CODE • 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN • 20D6 GOLDER RANCH FIRE DISTRICT STANDARDS AND FORMS • 2008 ORO VALLEY POOL CODE • 2015 PIMA ASSOCIATION OF GOVERNMENTS (P.A.G.) STANDARD SPECIFICATIONS AND DETAILS FOR PUBLIC IMPROVEMENTS • 2010 TOWN OF ORO VALLEY DRAINAGE CRITERIA MANUAL • 2004 TOWN OF ORO VALLEY SUBDIVISION STREET STANDARDS AND POLICIES MANUAL • TOWN OF ORO VALLEY ZONING CODE, CURRENT REVISED ORO VALLEY TOWN CODE, CURRENT REVISED. • 2010 ADA ACCESSIBILITY GUIDELINES PARCEL 219-21-E27P UI\ISUBDIVIDED ZONING: Pd1i-JDR ZONING KEY HDR MHDR ; MDR TOWN CENTER OS/REC �F� ICI Cd HOHOKAIvI tdE SA VISTOSO TOWN CETJTER BOOK 61, PAGE 084, P.C.R. '.ONJNC: P.A.D. TOVVN CENTER i SHEETINDEX SHEET 1........... COVER SHEET SHEET I.......... SITE PLAN OWNER/DEVELOPER MATTAMY TUCSON, LLC 3561 E. SUNRISE DR., STE.J247 TUCSON, AZ 85718 (520) 297-6850 ATTN: JIMMY GAUUN ,AMMY.GAULINQMATTAMYHOMES.COM ENGINEER THE WLB GROUP, INC. 4444 E. BROADWAY BLVD. TUCSON, AZ 85711 (520) 881-7480 ATTN: DAVID LITTLE, P.E. DUTTLEOWLBGROUP.COM ® P.A.D. ZONING MAP Eq LOCATION MAP RANCHO VISTOSO A PORTION OF SECTION 25 T1IS, R13E, G. & S.R.M., 3'=1 MILE 3'=1 MILE TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA LEGEND EXIST. MAJOR CONTOUR EXIST. MINOR CONTOUR PROPOSED MAJOR CONTOUR "- PROPOSED MINOR CONTOUR x PROI--CT BOUNDARY PROPOSED LOT LINE EXISTING RIGHT-OF-WAY LINE 0 PROPOSED RIGHT-OF-WAY LINE._'_ EXIST. PAVEMENT `==24*==== PROPOSED CURB & PAVEMENT EXIST. PUBLIC SEWER LINE & MANHOLE -O-W- EXIST. PUBLIC WATERLINE & VALVE EXISTING EASEMENT LINE-S- PROPOSED EASEMENT LINE LOT SETBACKS (TYP.) FiE-7367 100-YEAR FLOODPLAIN FPE-73.00 PROPOSED SPOT ELEVATION DIRECTION OF FLOW HIGH POINT PROPOSED SURVEY MONUMENT ABBREVIATIONS SLOPES SIGHT VISIBILITY TRIANGLE (SVT) EXISTING RIPRAP (AS NOTED) PROPOSED ROCK -FACED SLOPE PAVING PROPOSED CONCRETE SIDEWALK EXIST. CONCRETE SIDEWALK EXIST. CULVERT W/ SIZE PROPOSED CULVERT PROPOSED WATER MAIN & VALVE PROPOSED FIRE HYDRANT PROPOSED SEWER MAIN & MANHOLE EXISTING WALL FINISHED FLOOR ELEVATION FINISHED PAD ELEVATION EXIST. P.A.D. OPEN SPACE LINE PROPOSED NON -MOTORIZED TRAIL DRIVEWAY ACCESS RESTRICTION AC ASPHALTIC CCNCRETE (MIX NO.2) MH MANHOLE ANG PT ANGLE POINT MIN MINIMUM BCSM BRASS CAP SURVEY MONUMENT P.A.D. PLANNED AREA DEVELOPMENT BVC BEGIN VERTICAL CURVE PAG PIMA ASSOCIATION OF GOVERNMENTS BW BOTTOM OF WALL PC POINT OF CURVATURE C.A. COMMON AREA PG PAGE CFS CUBIC FEET PER SECOND PI POINT OF INTERSECTION CMP CORRUGATED METAL PIPE PROP PROPOSED CONC CONCRETE PT POINT OF TANGENCY CP CONCENTRATION POINT RADIUS CTRL CONTROL R/W RIGHT OF WAY D DEFLECTION RCP REINFORCED CONCRETE PIPE DG DECOMPOSSED GRANITE REINF REINFORCED DKT DOCKET RT RIGHT DTL DETAIL SLOPE EG EXISTING GRADE SF SQUARE FEET ELEV ELEVATION SHT SHEET EDP EDGE OF PAVEMENT SRP SPIRAL RIBBED PIPE ESMT EASEMENT STA STATION EVC END VERTICAL CURVE SVT SIGHT VISIBILTY TRIANGLE EXIST EXISTING THK THICK/THICKNESS FD FOUND TW TOP OF WALL FFE FG FINISHED FLOOR ELEVATION FINAL GRADE TYP TYPICAL W WIDTH FPE FINISHED PAD ELEVATION WSEL, WATER SURFACE ELEVATI GB GRADE BREAK WWF WELDED MARE FABRIC HP HIGH POINT HT or H AV �A 1 1700068 N - NV ERT OV L LENGTH CONCEPTUAL SITE PLAN LF LP UNEAR FEET LOW POINT FOR • IT LEFT VIE'"OINTE II AT VISTOSO MILS MAXM MAXIMUM LOTS 1-45 AND COMMON AREAS -A" (COMMON AREA) - & -B- (OPEN SPACE) BEING A RESUBDIVISION THE RETREATS AT VISTOSO CONDOMINIUMS, ,qa VISTOSO TOWN CENTER, RANCHO VISTOSO - NEIGHBORHOOD 6 RECORDED 36234W. IN MAP BOOK 61 PAGE 85, WHICH IS A PORTION OF DAVID- UTU SECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G. & S.R.M. %17 TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA MARCH 2017 REF. CASE j: 0V1601683 WLB NO. 185050-MT-17 0V1205-28A EMMS •notta+• CONTOUR INTERVAL- 1' SCALE: AS SHOWN SHEET 1 OF 2 .4..r U ca (WILL BE REMOVED AFTER '/z t IL -BOUNDARY LINL 4 SIDEWALK I,, To (TYP DETENTION BASI V SF (MAX.) RETAINING WAI 90 TED .15 GRADING LIMITS FE ROPOSED PRIVATE TORM DRAIN, TO BE BASIN MAX.) RETAINING ROPOSED PRIVATE 5,610 SF 'ROPOSED STORM" DRAIN OUTLET, 6 SF' "SPILLWAY IR WED SF jl��EXJSI. WATER Sl FIFE 7 RAN IN TO -6.000 SF SIDEWALK CURRENTLY \EXIST. PUI 3 DRAINAGE (;FVERT Is PROPOSED DETENTION BASI PROVIDED THAT A DRIVEWAY AT LEAST 20' IN -DRAINAGE SWALE PROP LENGTH IS MAINTAIN D ON THE PROPERTY. -PLANNLU MUtXL U f INLET STRUCTURE 0 1 1\,/-/ B -SEPARATE PLANS PM SF- SITE PERIMETER INV.19. tj 86 24- NV -0-5- SIDE BLDG. 'PROPOSED POINT V BOUNDARY _zX - OF CONNECTION TO SETBACK (TYPICAL)' E�Sl, WATER o LN lb V CONCEPTUAL SITE PLAN 30' SEWER ESMT FOR 'I, , , T LOTS 1-45 AND COMMON AREAS W (COMMON AREA) EMERGENCY ACCESS & -Be (OPEN SPACE) LOT SETBACK DETAIL ESMT (FOR REFERENCE ONLY) ALM VISTOSO TOWN CENTER, RANCHO VISTOSO - NEIGHBORHOOD 6 RECORDED 01 01 IN MAP BOOK 61 PAGE 85, WHICH IS A PORTION OF )'LE E,91"1*,I,g Planning S11 AVID The Office. , 99 20' .. T SECTION 25, TOWNSHIP 11 SOUTH, RANGE 13 EAST, G. & S.R.M. K9.taff. AZ wd Los Vega.. TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA CONTOUR INTERVAL G/W/2M$ CONTOUR INTERVAL SCALE. 1'=40' GENERAL NOTES 1. THE GROSS AREA OF THIS DEVELOPMENT IS 13.96 ACRES 2. TOTAL GRADED AREA IS 8.71 ACRES 3, TOTAL UNDISTURBED AREA = 5.3 ACRES 4. SETBACKS REQUIRED/PROVIDED (PERIMETER ONLY, PER PAD. HIGH DENSITY RESIDENTIAL STANDARDS) FRONT = 20 ; SIDE = 5; REAR = 5'. S. COMMON AREAS I OPEN SPACE SHALL BE OWNED AND MAINTAINED BY THE H.O.A. 6. EXISTING ZONING IS RANCHO VISTOSO PAD TOWN CENTER AND RANCHO VISTOSO PAD OPEN SPACE 7. BUFFERYARD TYPES: SEE TABLE BELOW 8. ASSURANCES FOR LANDSCAPING AND RE -VEGETATION BONDS MUST BE POSTED PRIOR TO ISSUANCE OF GRADING PERMITS. 9. PROPERTY OWNER SHALL MAINTAIN BUFFERYARD PLANTINGS TO ENSURE UNOBSTRUCTED VISIBILITY TO MOTORISTS. ALL SHRUBS, ACCENTS, AND GROUNDCOVERS SHALL NOT EXCEED THIRTY (30) INCHES IN HEIGHT WITHIN SITE VISIBILITY TRIANGLES. TREES WITHIN SITE VISIBILITY TRIANGLES WILL BE MAINTAINED TO ENSURE THAT BRANCHES I FOLIAGE ARE NOT BELOW A HEIGHT OF SIX (6') FEET. 10. IN THE EVENT OF ABANDONMENT OF THE SITE AFTER GRADING / DISTURBANCE OF NATURAL AREAS, DISTURBED AREAS SHALL BE RE -VEGETATED WITH A NON -IRRIGATED HYDRO SEED MIX FROM OVZCR ADDENDUM D: APPROVED REVEGETATION SEED MIX. 11. ALL PLANT MATERIAL SHALL MEET THE MINIMUM STANDARDS CONTAINED IN THE CURRENT EDITIONS OF THE ARIZONA NURSERY ASSOCIATION'S GROWERS COMMITTEE RECOMMENDED TREE SPECIFICATIONS AND THE AMERICAN ASSOCIATION OF NURSERYMEN AS TO SIZE, CONDITION AND APPEARANCE. 12. PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE TEMPORARY IRRIGATION SYSTEM AS LONG AS NECESSARY IN ORDER TO TRANSITION PLANTS OVER TO NATURAL SOURCES. ANY PLANT MATERIALS THAT DIE IN TRANSITION, FOR ANY REASONS, SHALL BE REPLACED IN ACCORDANCE WITH SECTION 27.6.EA., MAINTENANCE. 13. LANDSCAPE SHALL CONFORM TO ORO VALLEY LANDSCAPE CODE. 14. MITIGATION OF SURVEYED PLANTS IN THE NATIVE PLANT PRESERVATION PLAN WILL BE INCORPORATED INTO THE LANDSCAPE DESIGN. 15. TREE AND SHRUB LOCATIONS ARE PRELIMINARY. 16. ALL PLANTS TO BE IRRIGATED WITH AN UNDERGROUND AUTOMATIC DRIP IRRIGATION SYSTEM. 17. HYDROSEED ALL AREAS DISTURBED BY GRADING OPERATIONS AROUND LOTS AND ALONG ROADS. DECOMPOSED GRANITE SHALL BE PLACED AT ENTRIES. 18. LANDSCAPE AREAS THAT ARE SUSCEPTIBLE TO DAMAGE BY PEDESTRIAN OR AUTO TRAFFIC SHALL BE PROTECTED BY CURBS, TREE GUARDS OR OTHER DEVICES. 19. LANDSCAPE SHALL BE DESIGNED TO MINIMIZE SEDIMENT, SAND AND GRAVEL BEING CARRIED INTO THE STREETS BY STORM WATER OR OTHER RUNOFF. 20. LANDSCAPE DESIGN ENABLES ADEQUATE PLANT SPACING TO ENSURE SURVIVABILITY AT PLANT MATURITY. 21. ALL LANDSCAPED AREAS ARE TO BE FINISHED WITH A NATURAL TOPPING OF AT LEAST TWO (2) INCHES IN DEPTH. 22. TREES AND LARGE SHRUBS SHALL BE ADEQUATELY SUPPORTED WHEN PLANTED 23. ANY SPADED OR BOXED TREE TRANSPLANTED ON SITE THAT DIES DUE TO NEGLECT OR LACK OF MAINTENANCE SHALL BE REPLACED WITH THE SAME SIZE AND SPECIES OF THE ORIGINAL SALVAGED TREE, AS REQUIRED BY THE SALVAGE PLAN. 24. THE LIMITS OF GRADING SHALL BE STAKED IN THE FIELD, IN ACCORDANCE WITH SECTION 27.6.B.7.c.ii. DISTURBANCE OUTSIDE THE APPROVED GRADING LIMITS SHALL NOT BE PERMITTED. 25. THE DEVELOPER SHALL REPLACE REMOVED OR DAMAGED PLANT MATERIALS WITH LIKE SIZE AND SPECIES, AND SHALL MAINTAIN AND GUARANTEE THE REPLACEMENT PLANT MATERIALS FOR A PERIOD OF THREE (3) YEARS. 26. NO SALVAGE OF PLANTS REGULATED BY THE ENDANGERED SPECIES ACT AND/OR THE ARIZONA NATIVE PLANT LAW MAY OCCUR WITHOUT THE ISSUANCE OF THE APPROPRIATE PERMIT BY THE STATE DEPARTMENT OF AGRICULTURE. 27. DEEP ROOTED VEGETATION AND TREES SHALL NOT BE PLANTED CLOSER THAN 7.5 FEET FROM A PUBLIC WATER LINE. EXCEPTIONS FOR ALTERNATIVE DESIGN SOLUTIONS SUCH AS ROOT BARRIERS SHALL BE CONSIDERED ON A CASE BY CASE BASIS. RIICCCOVAmn UnTCe 1 CONCEPTUAL LANDSCAPE PLAN VI EWPOI NTE 11 AT VISTOSO TRAILS LOTS 1 THROUGH 45 AND COMMON AREA "A" AND "B" 1. BUFFERYARDS ARE BASED ON REQUIREMENTS OF OVZCR BUFFERYARD TABLE 27-7. 2. MOORE RD. IS CLASSIFIED AS A COLLECTOR STREET BUFFERYARD I PLANTS REQUIRED PER 100' I PLANTS PROVIDED PER 100' GROUNDCOVER TREATMENT TYPE WIDTH I TREES I SHRUBSI ACCENTS I TREES I SHRUBS JACCENTS WEST MOORE RD STREE BUFFERY RD 'A' 15' MIN. 4 1 4 1 8 1 4 1 4 1 8 I DG NORTHEAST: TOWN CENTER -MHDR 20'NATURAL TYPE"A" NORTHEAST: OS -OS 20'NATURAL TYPE" A" SOUTHEAST OS-QS NONE REQUIRED SOUTHEAST: TOWN CENTER - TOWN CENTER NONE REQUIRED SOUTH: TOWN CENTER - TOWN CENTER NONE REQUIRED Engineering Planning Surveying TheLantlacapa Architecture Urban Design WLB Offces Iocot.d in Tucson, Phoenix ilagalaff, AZ and Las Vegas, NV 4444 Eaat Broatlway GroupUTLE Tucson, Arizona (520) 881-7480 OV1700068 17 18 19 2d. \ ,B 'C \ \ \ \ \ \ \ \ 25 44 23 22 \ ;'ARC_L 219-2N-521 G \ UN5UB_F�D�j D \ �� 31 \ 7C�4& i'!7.d \ roa 30 \ \ \v \ 27 LOCATION MAP A PORTION OF SECTION 25 T11S, R13E, G & S.R.M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA 27 LEGEND EXIST. MAJOR CONTOUR \28 4 \/ \ \ \ 26 EXIST. MINOR CONTOUR PlZia A 1 \ PROJECT BOUNDARY , z 26 O.A. "B" \ \ \ \� \ PROPOSED LOT LINE \ 1 �� EXISTING RIGHT-OF-WAY LINE Ip \ 25 \, _ _ _ = PROPOSED RIGHT-OF-WAY LINE m � • '��` \ \ -�� EXIST. PAVEMENT 24 20 \ \ � -, - PROPOSED CURB &PAVEMENT c•_ _ _.� l � '-1 \ \ \ = \ - -S- - EXIST. PUBLIC SEWER LINE & MANHOLE Z oa90 19 \ - \ -W- -3- EXIST. PUBLIC WATERLINE & VALVE 22 e " 18 C.A."B" - - - i -RW- �� EXIST. PUBLIC RECLAIMED WATERLINE W 21 c r \ &VALVE m o 17 - - EXISTING EASEMENT LINE S 5 6 �R/� i_`�' y p F�-;0 - - PROPOSED EASEMENT LINE 7 16 / - - - - - LOT SETBACKS (TYP.) OWNER/DEVELOPER MATTAMY TUCSON, LLC 3561 E. SUNRISE DR. SUITE 247 TUCSON, AZ 85718 (520) 297-6850 ATTN: JIMMY GAULIN JI MMY.GAULI NOAATTAMYCORP.COM HOHOK M MESA VISTCSC TOWN CENTER BOOK 61, PAGE Cad, P.C.R. 'ON,NC: P.A.D. TOWN CENTER ZONING KEY HDR MHDR MDR TOWN CENTER OS/REC 0' 100' 200' 300' PROJECT OVERVIEW LANDSCAPE ARCH. THE WLB GROUP, INC. 4444 E. BROADWAY BLVD. TUCSON, AZ. 85711 (520) 881-7480 ATTN: GARY GRIZZLE SHEET INDEX SHEET 1........... COVER SHEET SHEET 2........... LANDSCAPE PLAN zss2l GRAY L GAIZZ�LE q� �>...q•5P Fp °NA U a 1z;aiu: 9 19 ITHIS PROJECT SLOPES SIGHT VISIBILITY TRIANGLE (SVT) EXISTING RIPRAP PROPOSED RIPRAP PROPOSED CONCRETE SIDEWALK EXIST. CONCRETE SIDEWALK EXIST. CULVERT PROPOSED CULVERT PROPOSED WATER MAIN PROPOSED SEWER MAIN EXISTING WALL RANCHO VISTOSO O 'A V OV17000 CONCEPTUAL LANDSCAPE PLAN FOR �4; .• •••• VIEWPOINTE 11 AT VISTOSO IRAIIS LOTS 1 THROUGH 45 AND COMMON AREAS "A" AND "Be BEING A RESUBDIVISION OF A PORTION OF SECTION 25 TOWNSHIP 11 SOUTH, RANGE 13 EAST, G & S.R.M. TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA REF. 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I / .y'c\�� III II'I 1/ \� \\\I 1, 111 /// - 11' i'- \ /� //,/ //. r _- - ,1 \ 1' `I __ I\ 1'\ `\•'1 \ \ - `� Ill..,/, I, \`\ - , _ - - - :1 \' \ + 1 /^ -- -- - - � � \ + 1 \ I I 1 ;PROPOSED 5' SIDEWALK I 1 I' ! 11 \1 \ \ I' \ ,1�/� t 1 1 11 \1 ,' \ I % 4/HIGHyRETAININ- IIIII I1 -_'` ", \\`P`C \ -\, ,\I\\ n!I �'.\'YI++IIIIIhdPI�WALL 33 - � I1i26'i,'///1, \\\\\,Pc`.�� 114111 /�.( "DISTURBED `l r^•\` \BE HYDRO -___\J I �`� \ e. ly!lu!!I�P'I'!I;i,:'% - •; ! °- s"s _ 1 1 0 MQN AR€A.'11'//,/�� / // Il_ __ ��,,,�„\�` \ ..,1„ �r 1,i11\I I\ , i .d I , II � '1 • .4 +._ _ ,, /l,, r\_ _ ,,��.`\,, ,\4J., .\\�� 1 n 1 --(TYP.? � r, n _ _ -_ ROPOSED STORM - - _++` \ - , I1 > ,1 - „r \ �_ -- I •;u; I , r' 9► / ./ I II, ,- - 111 1\ \1 I I I I \+�`---,a; ``:, '\ . _ �_ _ '�``�`�\11 I11 _y;,� \tt /1 ,r' \ .,III :I�III:'I"II1� :''' ''/.� � t i` _ \\�•, 1 r'� /, r / ,I 1-�,; ��_ , ,CO 0 PR A, /1 1-I\I\u n MIT OF ::�1-'i \ \ MM '^.c •,,-he _ 'Ihdlll II 1 � _ \ +*,\ � /.; I1,( /��', �\\,�\\\�y\,,\I \r,l \\\\I D.G. �� ,/ \ ,s-'-- p,� II uanll „ , „ # �-" \\, ' rn>.r� �t `\\ <(r`. .//,,.,;;, _ „\�\\.p\\\,\\\\p /ll\\ \ `\�d\\ I ' I I t\\\ ,17-_::=' �;.�,••_\ \\\\7y`T�+`�\\,`��\� 4; � r/A � __.-'\\`,`\\`\`,i 1'````, - _•\ 3�J ' "` \ �'\ r`- \ :d.�, \opl°ii'P 34 ' ' 00,,`_ % `-Q• , I ram_+\\ t l _ �'c��`,,25„ //, / . - "�1".`::��,�`c 1`\'\,il 1'`'\'``'v I -\ �O- ' I,\\` ``,�_� �/ / / ') � ,\ OM 0 AR A B '/r ' /, ' uq '\ ��:,`: ��=� \,, a-1,, I 1 \ `;\ ;:paN\�\ , +` \\/ 1 � , \\\\\\\\\\ / /-` /: ' I I I I , ` ` \ ' I I l / •: \y \\ \I+, 111 1 1 i 1, n I '�' ' 16;'; = = 1 '.'a/ '- _ \ \ 1 I, / I I \ �\ \ \ \\\' 11,\ \\ /„1•!1 I I, I u 1,11' \ I �^.� s 'i/ ' 1 // Y''i�_,`��=_�P\�+\��\\ail 24 11�� 1 ,1\ \ (,`,/,I _%S,nll \\ _mac\\\'., WALL :' \\1. `. .*.''IC 1•, '!%j� //IIII r= .,�. e� , I� \.\I 'd//'/G61d1piai,�CbA `�+\,�\\\\ „/r•,,.._ ,.`,,, .` I `�'\\\; 11^� -';„ r'I ,I',I �," �-;,, , ' --_', _ \ I , , � y„ \,. \,\`, \ \ 1 ul IlU a;. \ "� ' `421i1y gym• \1 - 2' HIGH RETAINING ,\ , `, \ \\\� / w / FAQ•\ 1 ++�, ♦\\ `\ ♦ ,\\ , \`,\ -- \ \`/q / I e!m I i,///,// /,., 'III PUBLIC UTIUIT EMERGENCY ACCESS `\' '\`��\\\`\\`� :\0�\\ - -_-�% i\__ i /% � � \\ 'O, //i.�///,jllll I R ICSTB�T)` /.,/ �',,'-i i' ' � �avl //IIIIII/: ��\�`1141i1�'�i\\I\ � i,�IfijEASEMENT,BK.61.PG.84 \,\'. . II ROPOSED STORM /_\\`\\\\ DRAIN OUTLET ' C+,Q .` \ I I_ /.1/;; / rn� ��•_ / I � �y// / /'/ 11\lul II, 11 \1/ A! `, �/ `\ I \ - - - _ / \ 1 1 ' ' / //J 1 i i l I 1111 II ` _ �. . ,UMI�OF G. \ 1 \\ \ IIIII l S -O`, \ ,` \ ` _ \ \�� ,1 \ r i / �i,• S/�� I rr, r \ I I I 1 x \ _ \� `' � 1::°� \2 1 \� r .. ,\` t,\< 1 38 \ �`` \ ' `_/`. \ / ' Q•\\\\ � //.':'< _S i"'!ccl+ /," ." --- ! ^--/ `_ / '' / / 10 / �>� ` � +' I I I I �/ w - ��'-� / \ DG IN I l ----�' CURBWAY, TYP.--'/ i f�_ -/ ROPOSED 4' WIDE \\ v / ♦♦♦ t+ \\\ \\��;` \ \\.� ' :•- \ �-4 �_I \\\ DG \Q^0`'C''' L+ -`, i\i\ ' i i /S" \ �•i `�� ` I i \'\ i i CONC. SIDEWALK (TYP.) _; - /�/ �; ✓ i i r'r - -I / I _ _ - _ \. \I , < P - i' ♦ 'r_\�� j +.:: �\ - '\ / '.. .�� _ \ \ __ :� ' G � `\j.�-\ ` \I "+ 1 I I � `_--- \ / , 1 ! � _ ___;__ _,- \,- \/ ,' ` I 1 I , , / a% 13 ,. '`\ 1 + ♦ Jli� \, \/ , j 1 C\}� \ `\ S\ \ � 11 I + II `` `�`� �i�/ I I <._x, d / I 1 - ll,. r /'' \ � \''h, r_� \� �\ � \` , �O \ \"\Jv' ```\_ 40 I •�`� i,�$`L. 1 li \ \ / `I 1 +\ 1\ + 11 / /// � ^. _ _ _ `I _ _i r �,\ `,\ 1 I III I _' 1 ,I I \\ `_ -_ _- O \ ,�`� \,`\\♦ `, \� O `', ,.\ ! _ 1 x+w `\`. \ / //� l l 1 11 ! /II// \`_ ®j ®w \ . 1, \\ / / ♦♦ :4i'ur `::: �,\ �d ,r� I ;il> \ I y, \ ,'/ 1\\ \ ,-'' l \\ I I , LIMIT G.: \ ♦ 4�(+,` `. \'! �9 0 < _ _ `$_ \ \ i I + t - ` \ , / - L=253.U8'. ��\ / � ` \�` y, ? 9 `�. di. . ► p - __ \ J % '_ i\ � % I r,,r,' 1 \ ETENTION BASI "'/.-- _ 12' \ \\ `_/\..ice / '' 1 _ \ \ ►�+ _ 1 // I 3 -\` '/;;,' Hb'/ ----_ d=76'19'00• PRTENT10 -- - i/ ON 1 \ ' / - _ / _ /iS' � /.: -• \ \ w r `P \ \ `- l , I ISNRBED AREA TO BE Jl-\ ✓ :�, r '\ '' \\�\� / // ✓,/ ____ , _ ```� �� r \ :.` , \ _ I '\\. \ -,,\ 1i \'r \`/ \ , _- /��,\ $ _ 1/� -- 1`\ `\ \ \ \ 1 -. _ '�, ' , `IY-D•ROSEEDEDPROPOSED BASI (TYP. OUTLET STRUCTURE •ys. <' `"[I �.' /'/:,-ram' :''� 1 I+r \ \++' III ♦ / �`. , - �, - \ • ` a ` \ARTIFICAL TURF i `/ ` \( 'DISTURBED AREA TO i =`'/ ' • ' / I, ' ; I _ \ +' \ II r �• d 1 ! _ �k \ HONEY ,BCE VILLAGE / -- BE HYDROSEEDED I I i' I I RESIDENTIAL LOT WILL BE `\ .. CT B\OUNDAK\T �� .\ tF•` rJ► _ _ `\1 G•-11r,%''/_i'/7 /'/ + \ \r .'eRtERVE I THEFRONT YARD OF EACH _- -ll_I-_1- - BiPG84!\ III 1i1I Il/ ?PLANTED WITH 1\ATFCALTURF --Z-QNING:PA.D. TOWN CENTER -TWO (2) NURSERY TREES `jj ROECT BOUNDARY \ \ \1 \\ I 1 TYPE 1 OR 2 WATER USE AND g I LOT A MINIMUM OF TWENTY-FOUR %'i �� `--'' \ ; �� 0' \ •` - _ , \ +/ / --� + �' ' ,'S=` 1''i / \•; ' / �'�/ r , i `_' ,,mow (24) INCH BOX SIZE, PLACED IN ,\ \ " �" ' I ROPOSED J THE FRONT YARD. --` ♦ $, / \ '\ DRAINAGE CHANNEL g I LOCATION OF TREES TO BE I-' DETERMINED BY HOME 15' WIDE ' `` \ \ r "/+- L_ •'✓ /I XISTING WALL OWNER OR DEVELOPER. _ LANDSCAPE [ '(- /"� BUFFERYARD-A_ E NOTE: DETAIL SHOWN FOR If 4 TREES GRAPHIC PURPOSES ONLY. - ' ` 4 SHRUBS �', �, Lq' T.36', R=85.00 / s HOUSE AND LOT SHOWN FOR )OD 5 B ACCENTS \! d�45'24'2T i V ^- ' ��. ,, I; OV1700068 `. CONTEXT AND DOES NOT F P R / ,� CONCEPTUAL LANDSCAPE PLAN • ROAD DEPICT TRUE FIELD = SIDEWALK D. HDR . ��' - _ i� CONDITIONS. FOR CONCEPTUAL PLANTING LEGEND VIEWPOWE 11 AT VISTOSO TRAILS FRONT YARD DETAIL SCALE: NTS a • s TREES LOTS 1 THROUGH 45 AND COMMON AREAS wA . AND B. �• BEING A RESUBDIVISION OF A PORTION OF SECTION 25 00 SHRUBS / GROUNDCOVER cg�0 ' ` r,n�vi. TOWNSHIP 11 SOUTH, RANGE 13 EAST, G & S.R.M. Engineering Planning Surveying 0' t40� 80' 120' ¢ GgIZZLE The Landscape Architecture urean Design TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Offices located In Tucson. Phoenix ►*; ACCENTS rs' L7 Flagstaff, AZ o,d Los Vegas, NV`q' P MARCH 2G17 R EF. CASE WLB D 2G5-1 as 44 Eaet Broadway F*n„a WLB N0. 185050-MT-17 OVI601683 Group urLETac.an, Arl:ana (520) 881-7480 CONTOUR INTERVAL = V EXISTING VEGETATION TO REMAIN �rZ'='I�� CONTOUR INTERVAL: V SCALE: 1'=40' SHEET 2 OF 2 LEY Future Moore Road GENERAL PLAN MAP VIEWPOINTE II AT VISTOSO TRAILS (OV 1700068) FUNDED 1g� Attachment 3 Open Future 3 Space Moore Road High Density � Residential w o° �PL�EY q9i� _ Medium% l High Density I Subject Residential Lt Property to Town Center ZONING MAP VIEWPOINTE II AT VISTOSO TRAILS OV 1700068 uUNDED A9 ' Attachment 3 Attachment 4 Viewpointe II at Vistoso Trais Conceptual Site Plan and Landscape Plan Analysis Conceptual Design Review Board June 13, 2017 The table below provides a summary of the proposed subdivision: Total Lots 45 Density 0.33 du/ac Lot Size Minimum 4,500 s .ft. Maximum 5,896 s .ft. Max. Building Height 30ft or 2 stories Open Space 26% Rancho Vistoso PAD conformance The applicant's proposed design is consistent with the development standards of the Town Center zoning district and High Density Residential development standards. Oro Valley Zoning Code Conceptual Site Design Principles, Section 22.9.D.5.a The Conceptual Site Plan is in conformance with all applicable Conceptual Design Principles. Following are the Design Principles (in italics), followed by staff evaluation of how the design addresses the principles: Building orientation: the location, orientation and size of structures shall promote a complementary relationship of structures to one another. Staff Commentary: The subject property is surrounded by similar residential subdivisions. The proposed subdivision incorporates the required landscape buffers along Moore Road further visually separating the proposed residences from adjacent properties. The homes will incorporate standard entry and side entry garages that will provide for a varied streetscape. Drainage/grading: site grading shall minimize impacts on natural grade and landforms and provide for subtle transitions of architectural elements to grade. Significant cuts and fills in relation to natural grade shall be avoided or minimized to the extent practical given property constraints. Staff Commentary: Though the site is characterized by significant hillsides and open space, the overall topography of the developable area of the site is relatively flat. No major cuts or fills are proposed. A full drainage report will be required as part of the Final Design review submittal to verify conformance with the Town's Drainage Criteria Manual. All post -development flow shall be mitigated and released in the same manner and quantity as the existing conditions. Connectivity: strengthen the usability and connectivity of the pedestrian environment internally and externally by enhancing access to the public street system, transit, adjoining development and pedestrian and bicycle transportation routes. Where appropriate, buildings and uses should provide access to adjacent open space and recreational areas. Staff Commentary: The proposed development will be accessible from Moore Road and incorporates sidewalks throughout. Connections are provided to a future multi -use path along Moore Road providing pedestrian and bicycling opportunities to area residents. Design Standards Analysis The proposed Conceptual Site Plan has been reviewed for conformance with the Conceptual Site Design Standards, where the Rancho Vistoso PAD is silent. Following are key Design Standards (in italics), followed by staff's commentary. 1. Section 3.18.1: Street character should be diverse. 2. Section 3.1.B.2: Street trees, landscape themes, varied setbacks or architectural treatments shall be used to provide individual street character. Staff Commentary: The applicant's proposal incorporates a housing product that will utilize varied setbacks and entries, including side entry garages, which will provide for diversity and individual street character. 3. Section 3.1.D.4: Pedestrian connections shall be provided between neighborhoods Staff Commentary: The proposed subdivision will incorporate sidewalks providing access to the commercial area and external pedestrian connections, including the multi- use path along Moore Road. Recreation Area The Rancho Vistoso Planned Area Development included specific areas where neighborhood parks were to be developed. Subdivisions in neighboring Rancho Vistoso Neighborhood 5 will be contributing to the development of a community park within the immediate vicinity. As such, the proposed subdivision is not required to provide a recreation area. Neighborhood Meeting Summary Rancho Vistoso Neighborhood 6 Parcel 6C Proposed Subdivision (Conceptual Site Plan) October 24, 2016 6:00 — 7:30 PM Rancho Vistoso HOA offices 1. Introductions and Welcome Meeting Facilitator Michael Spaeth, Senior Planner, introduced Town of Oro Valley staff. Approximately 7 residents and interested parties attended the meeting. 2. Staff Presentation Michael Spaeth, Senior Planner, provided a presentation that included: Subject Property • Applicant's request • Existing zoning of the property, including development standards • Review tools • Impacts to Honey Bee Village preserve • Traffic impacts and submittal requirements • Review process • Public participation opportunities 3. Applicant Presentation Paul Oland from the planning firm WLB Group Inc., provided a presentation detailing the applicant's proposal, which included: • Overview of project • Traffic impact on Rancho Vistoso Boulevard • Outstanding questions from first meeting 4. Public Questions & Comments Following is a summary of additional questions and comments: • What will be the proportion of 2-story homes in the subdivision? • What is the proposed density for the subdivision? • What will be the minimum lot size? • What is the Town doing about concerns at the Rancho Vistoso intersection? • What is the anticipated square footage of the homes? • When will the light be constructed at Rancho Vistoso and Moore? Mr. Spaeth and Mr. Oland addressed some of the questions related to the proposed development and the associated traffic impacts. Mr. Spaeth closed the meeting, thanked everyone for their attendance and encouraged everyone to contact the project manager, with any additional thoughts, comments or concerns. OQOJP�IEY ,gq�oy9 "'OUNDED 19IA Town of Oro Valley Development and Infrastructure Services April 19th, 2017 Linda Thompson The WLB Group, Inc. 4444 East Broadway Blvd. Tucson, AZ 85711 RE: OV1700068, Engineering Acceptance Letter for Conceptual Site Plan and Conceptual Landscape Plan for Viewpointe II at Vistoso Trails, Lots 1 - 45; 2nd Submittal Dear Ms. Thompson, Engineering Development Review has completed its review and has no additional comments. Please note, In accordance with the ORO VALLEY ZONING CODE (OVZC): SEC. 26.3, the technical accuracy and conformance to the current minimum design standards and requirements of the TOWN OF ORO VALLEY, and other applicable standards are the responsibility of the design engineer. I can be reached at 229-4824 If you should you have any questions. Sinc( Stev( Senior Civil Engineer Oro Valley, it's in our nature. 11000 N. La Canada Drive, Oro Valley, Arizona 85737 www.orovalleyaz.gov I phone: (520) 229-4800 1 fax: (520) 742-1022 September 15, 2016 Town of Oro Valley Planning Division 11000 N. La Canada Drive Oro Valley AZ 85737 Re: RV Neigh. Parcel C To Whom It May Concern: I hereby authorize The WLB Group, Inc. to represent Mattamy Homes in requests related to the entitlement and development of the proposed subdivision located southeast of Moore Road and Rancho Vistoso Boulevard, within Rancho Vistoso Neighborhood 6. Sincerely, Matlamy H(M 13Y. .................. * .... oqvi tiDDb1D% J Rancho Vistoso Parcel 6C Conceptuat-Site Plan Public Outreach Plan September 8, 2016 L l OZ 6 U WVF 1 ; 989 0 Prepared By The WLB Group, Inc. Contact: Paul Oland 4444 East Broadway Boulevard Tucson, Arizona 85711 520.881.7480 WLB No. 185050-MT-17 RMwis DI)DID% 0 TABLE OF CONTENTS A. Public Outreach Plan 1. Project Description...................................................................................................... 3 2. Identification of Interested Stakeholders.................................................................... 3 3. Proposed Neighborhood Meeting Process.................................................................. 3 Exhibits LocationMao..................................................................................................................... 4 ConceptualSite Plan.......................................................................................................... 5 NotificationMap................................................................................................................ 6 Rancho Vistoso Parcel 6C Conceptual Site Plan Public Outreach Plan WLB No. 185050-MT-17 September 8, 2016 2 A. Public Outreach Plan 1. Project Description The subject property, Rancho Vistoso Neighborhood 6 Parcel C, consists of approximately 14 acres located northeast of Moore Road and Rancho Vistoso Boulevard. The property is zoned Vistoso Town Center and Open Space within the Rancho Vistoso PAD. The site was originally platted in 2006 for 124 condominium units with an overall density of 8.86 DU/Ac. Mattamy Homes proposes a medium - density single-family residential neighborhood consisting of 42 lots with a minimum lot size of 4,500 sqft and an overall density of 3.0 DU/Ac. 2. Identification of Interested Stakeholders Interested stakeholders for this project are residents in the vicinity of the project. Per Town Code, all landowners and H.O.A.'s within 300 feet of the project will be notified of the neighborhood meeting. A map of the notification area is included in this document. 3. Proposed Neighborhood Meeting Process The neighborhood meeting will serve two purposes. First, it will be an educational session with neighbors, other stakeholders and the Town's project planner to review and discuss the process and applicable planning and zoning regulations. Second, the meeting will be an opportunity to present the project, solicit feedback, and address issues and concerns. Rancho Vistoso Parcel 6C Conceptual Site Plan Public Outreach Plan WLB No. 185050-MT-17 September 8, 2016 Rkv" 3 Rancho Vistoso Parcel 6C Conceptual Site Plan Public Outreach Plan WLB No. 185050-MT-17 September 8, 2016 RM ar--- PVt iii� q q U) s}r. Ow _ - O Q < , qr Xo wp Q� i ti ��Y .,.., i 100 �t: � I. 1! w J I : C) q r� wOw` w 0 in m<ww w c2i a �. Z O < `. ' W MOORE ROAD UJ to ai \o j X r 1 i / Rancho Vistoso Parcel 6C Conceptual Site Plan Public Outreach Plan WLB No. 185050-MT-17 September 8, 2016 G UPW[M 9 NOTIFICATION AREA MAP (To be provided by Town of Oro Valley) Rancho Vistoso Parcel 6C Conceptual Site Plan Public Outreach Plan WLB No.185050-MT-17 September 8, 2016 watt P 11 OQOJ�Y� ��O`9 f ► i d A e s. �0DED 191A Town of Oro Valley Community Development and Public Works April 24, 2018 Paul Oland WLB Group 4444 E. Broadway Boulevard Tucson, Arizona 85711 Email: gpoland(cDwibgroup.com Re: Viewpointe II at Vistoso Trails Final Plat OV1700068 Jimmy Gaulin Mattamy Homes 6640 N. Oracle Road Tucson, AZ 85704 Email: jimmy.gaulin(a�mattamycorp.com Dear Paul and Jimmy, At their regularly scheduled meeting on April 18, 2018, Town Council approved the Final Plat. You may now submit Mylar's for signature. We look forward to continuing to work with you toward successful completion of your project. Should you have any questions, please contact me at (520) 229-4812. Sincerely, Michael Spaeth, AICP, CPM Current Planning Principal Planner, Community and Economic Development Department Town of Oro Valley 520.229.4812 mspaethCa)-orovalleyaz.gov cc: File Oro Valley, it's in our nature. 11000 N. La Canada Drive, Oro Valley, Arizona 85737 www.orovalleyaz.gov I phone: (520) 229-4800 1 fax: (520) 742-1022 Town of Oro Valley Community Development & Public Works March 13, 2018 Linda Thompson The WLB Group, Inc. 4444 East Broadway Blvd. Tucson, AZ 85711 RE: OV1700068, Engineering Final Plat Acceptance Letter for VIEWPOINTE II AT VISTOSO TRAILS Dear Ms. Thompson, Engineering Development Review has completed its review and has no additional comments. Please note, In accordance with the ORO VALLEY ZONING CODE (OVZC): SEC. 26.3, the technical accuracy and conformance to the current minimum design standards and requirements of the TOWN OF ORO VALLEY, and other applicable standards are the responsibility of the design engineer. I can be reached at 229-4824 If you should you have any questions. Sincerely, Steve C Tineo, P.E. Senior Civil Engineer Oro Valley, it's in our nature. 11000 N. La Canada Drive, Oro Valley, Arizona 85737 www.orovalleyaz.gov I phone: (520) 229-4800 1 fax: (520) 742-1022 Rancho Vistoso Neighborhood 6 Parcel C Final Plat Review Fees Final Plat Review Fees Base Fee Plus $30/Ac @ 13.9 Ac. Subtotal Title Report Review Fee Assurances Subtotal $1, 000.00 417.00 $ 1,417.00 $ 200.00 500.00 $ 700.00 TOTAL FEES — Payable to Town of Oro Valley Pima County Addressing Fees Base Fee $ 166.00 Plus $28/Sht. @ 4 Shts. 112.00 Total $ 278.00 TOTAL FEES — Payable to Pima County Treasurer Pima County Wastewater Fees Base Fee $ 166.00 Plus $50/Sht. @ 4 Shts. 200.00 Total $ 366.00 $2,117.00 $ 216.00 TOTAL FEES — Payable to Pima County Treasurer $ 366.00