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HomeMy WebLinkAboutOV120431Town of Oro Valley MEMORANDUM TO: Shirley Gay Development Coordinator FROM: Jonathan Lew Zoning Inspector Technician DATE: August 27, 2010� RE: Mercado Del Rio Car Wash, OV1204-31 A field inspection was conducted on August 26, 2010 of the above referenced project. At this time the Town of Oro Valley has agreed to reduce the landscape bond by 25%. This brings the total reduction to 50% or $17,250. The following issues still need to be addressed from the July 24, 2008, inspection: • Four trees along the north side of the property are missing. • A tree is missing from the parking curb next to the driveway on the east side of the building. • Missing under -story plants along the east side of the property. • Missing four trees along the east property line. • Ensure weed control is in place for the entire property, especially the area to the north. • The parking islands are missing most of the under -story vegetation. • Verify the irrigation system is working properly. The aforementioned items need to be corrected prior to any further releases of the landscape bond. Upon completion of these items, please call for a re -inspection. If you have any questions or concerns, please feel free to contact me at (520) 229-5853 or at jlew(aorovallevaz. ?ov. Town staff will be doing regular maintenance inspections of its commercial centers for compliance to our maintenance code: OVZCR Sec. 27.6.K Maintenance A. Maintenance shall consist of: 1. Regular watering until plants are fully established and capable of surviving without irrigation; 2. Checking, adjusting, repair and replacement of irrigation equipment, with the originally specified materials or their equivalents, as necessary to ensure water efficiency; 3. Pruning, and fertilizing; 4. Clearing of debris and weeds; 5. Removal and replacement of dead plants within 45 days and with plant materials of the same species and of similar size and quality; 6. Aerating and de -thatching turf areas; 7. Replenishing mulch; and, S. Repair of architectural features. B. After the landscape installation is complete, periodic on -site landscape inspections may be performed by the Zoning Inspector to ensure proper maintenance. OQO�PLLEY gq�2Oy9 TO: FROM: CC: DATE: ��/NDED �g9 Development and Infrastructure Services Department MEMORANDUM William Vicens, Permit Technician Charlene Baker, Permit Technician Jonathan Lew, Zoning Inspector Chuck King, Inspection and Code Compliance Division Manager Mandy Bramble, Mercado Del Rio Car Wash (mdelcarwash@q.com) October 5, 2011 Mercado Del Rio Car Wash Landscape Bond (OV12-04-31) On October 5, 2011, Jonathan Lew and Steve Crawford met with Jim and Mandy Bramble at the above mentioned location. The purpose of the meeting was to discuss a possible reducing D� the landscape bond amount. The following items need to be addressed: • The parking islands are missing most of the under -story vegetation. • Missing two trees and under -story plants along the east property line north of the passenger vehicle queuing area. under -story plants in this area. Pr, -?a /_,2, A • Missing one tree in the vehicle queuing area. • Missing three trees along the north lot line During the meeting Jim and Mandy Bramble mentioned that the trees along the north property line are part of "common area" which is maintained by their association. Jonathan Lew stated that the plans show the trees on the car wash property and are part of the approved landscape plan for the car wash. Jim Bramble stated that the area looks nice the way it is and requested that the area be accepted as is. Jim also stated that he did not know where he would place the additional trees. Jonathan Lew brought this to the attention of Chuck King, Inspection and Compliance Division Manager. Chuck stated that trees need to be s ca4-w�r. 4--cA-r&b /,-j i rx ru�-/hr'r'G'rz�+�� des *1 kn�unt. 7 At this time the Town of Oro Valley is holding $8,625.00 (25%) of the original bond The bond may N&T-be further reduced until the al ~k been installed ,pef- the proves. After these items have been i"n''s al�`ec�,7 pP1ease call Jonathan Lew for a Planning Permitting Inspection & Compliance Engineering Operations Transit (520) 229-4832 (520) 229-4815 (520) 229-4815 (520) 229-4894 (520) 229-5070 (520) 229-4990 Caring for our heritage, our community, our future. 11000 N. La Canada Drive - Oro Valley, Arizona 85737 fax: (520) 742-1022 • www.orovalleyaz.gov 0, 1"i5f='60 ?DT0 follow-up inspection. un % of-tke4otal bond amount. Vim , The remaining 10% of the bond will be held for one year to ensure the plants survive per Oro Valley Zoning Code Revised section 26.6.I.6.c.i. OVZCR Sec. 27.6.K Maintenance A. Maintenance shall consist of- 1. Regular watering until plants are fully established and capable of surviving without irrigation; 2. Checking, adjusting, repair and replacement of irrigation equipment, with the originally specified materials or their equivalents, as necessary to ensure water efficiency; 3. Pruning, and fertilizing; 4. Clearing of debris and weeds; 5. Removal and replacement of dead plants within 45 days and with plant materials of the same species and of similar size and quality; 6. Aerating and de -thatching turf areas; 7. Replenishing mulch; and, 8. Repair of architectural features. B. After the landscape installation is complete, periodic on -site landscape inspections may be performed by the Zoning Inspector to ensure proper maintenance. MEMORANDUM TO: Shirley Gay Development Coordinator FROM: Christy Severn -Martinez ; Zoning Inspector Technician DATE: July 24, 2008 RE: Mercado del Rio Car Wash OVI2-04-31 A field inspection was conducted on July 24, 2008 of the above referenced project. At this time the Town of Oro Valley has agreed to reduce the landscape bond by 25 %. The remaining 75% will be held until further completion of any and all outstanding landscaping issues as listed below: • Along the east side of the property there are 5 trees missing some understory plants missing. • Along the north side of the property the landscape plan calls out 11 existing trees. 4 of these trees are missing and one is dead. There are also numerous understory plants and shrubs missing. There is also a planting area missing along the sidewalk. • Curbs/islands along the north and northwest sides of the property are missing quite a bit of vegetation. Most noticeably in the center areas. • Along the northeast side of the building there are two planting areas missing. • 2 Parking islands on the northeast side of the building are missing most of their understory. • Verify that the irrigation system is working properly. • Ensure and provide weed control for the entire property. Upon completion of these deficiencies, call for a re -inspection. If you should have any questions or concerns, feel free to contact me directly, Christy Severn -Martinez @ 229-4834 or Dee Widero @ 229-4812. FROM _ _(� ..49 .. FAX N0. D JUL 18 2008 Valle �� Town of Oro y Nt C .6L of V of e- r ] i u C!� Val t — W VM 625 E. Vuelta Caminata del Rio Ciro Valley, AZ 85737 (520)544-0460 (520) 544-0507 fax July 14, 2008 Town of pro Valley Attn: Debbie Moran. Development Coordinator 11000 N. La Canada Drive Oro Valley, ADZ 85737 3y nG RE: Bond #8641935 50� Project #OV 12-04-31 Seat Via Email: dmoran@orovalleymgov Dear Debbie: Nov. 21 1998 08:11PM P1 Per our conversation last week, please accept this letter as request for inspection to approve release of landscape bond for the above referenced Project. Should you have any questions please call me on my cell phone 820-7423 . Thank ou Mandy L. Bramb Owner Mercado del Rio Car Wash TOWN OF ORO VALLEY COMMUNITY DEVELOPMENT D9PARTMENT Planning and Zoning • Building Safety 11000 N. Le Cafiada Drive, OroValley. AZ 85737 - (520) 229-4800 - Fax (520) 742-1022 Oro Valley Public Library 1305 W. Narania Drive, Oro Valley. AZ 85737 - (520) 229-5300 • Fax (520) 229-5319 Parks and Recreation 680 W. caua concords, Oro Valley, AZ 857737 • (520) 22MOSO - Faw (520) 797.2202 April 18, 2005 John Reddell A.rcbitects Inc. 2501 N. Hayden Road #103 Scottsdale, AZ $5257 Fax: 480-946-0182 APR 2. 1 `110 RE: OV12-04-31, ]Development Plan for a proposed car wash facility on Lot 11 of Mercado Del l~;.aio, Parcel 224 Z$-143A. Dear John, At their regular meeting of April 12, the Development Review Board voted (5 - 1) to recommend conditional approval of the Development Plan for the proposed car wash facility- The conditiow approved by the DetielopAnent R�)3oaxd: ire. attached as Exhibit B. Bach of tile conditions must be addressed prior to Town Council review of this project. As you are aware, the resubmittal deadline is April 21, 2005. As specified in the Oro Valley Zoning Code, all revisions must be summarized in letterform. Also, nine (9) full size (24" X 36) and twenty (20) leglale l l" X 17" copies of the Development Plan are required. , �. Upon.-resubmitml, -%ill closely evaluate conformance with the aforementioned conditions- At this point, it will be determined whether the project may proceed to Town Council. If all pertinent conditions are' satisfied, the Town Council -aill consider the project on June 1. Furthermore, the landscape plan for this project was also approved by the DRB on .April 12. A revised landscape plan is also required. Please submit three (3) full size 24" x 36" and one (1)11" x 17" copy of the plan. As you axe aware, one percent of the construction cost of the project must be allocated for onsite public arL The o,%mcr is currently worldng with the Public Art Review Committee (PARC) to establish a public art design for the entire commercial center. Once all of the details have been wwwrAo=cfonolralrgyxom John Reddell Architects', Inc. Architecture Interiors Land Planning Oro Valley Car Wash Lot 11 Mercado del Rio APR 2 1 2Q Response of conditions of approval for OV12-04-21 Development Plan 1) A curved landscaped island with signage as to direct customers in the southernmost finishing lane to turn left and proceed thru the site and exit on the west side of the property. 2) Dumpster and enclosure is coordinated with sheet (2) site plan and sheet (3) development plan. 3) Revised proposed drainage map (figure 1 of drainage report) is included. 4) General note is added for building setbacks and maximum building ht. 5) Development plan has added Condition #1 of the Landscape Plan, the 5' high screen wall on west side of carwash between trash enclosure and entrance of carwash tunnel. 6) Condition #6 is excepted as stated. 7) Condition #7 is excepted as stated. 2501 N. Hayden Road Suite 103 Scottsdale, Arizona 85257 Phone:480-946-0242 Fax:480-946-0182 E-mail:reddellarchitects@eschelon.com . 4 CI John Reddell Architects, Inc. Architecture Interiors Land Planning Oro Valley Car Wash Lot 11 Mercado del Rio Response of conditions of approval for OV12-04-21 Landscape Plan APR 212000 1) A 5' high masonry screen wall has been added to the west side of the carwash site between trash enclosure and the entrance of the carwash tunnel. 2) 2 benches and 2 planters are shown on plan at the covered waiting area. 3) Preliminary has been removed from the landscape plan. 4) Development plan has been removed from lower right comer of each sheet and Landscape plan been added. 5) Wall detail including the height of screen wall added to landscape plan. 6) Tables at top left comer of sheet one have been removed. 2501 N. Hayden Road Suite 103 Scottsdale, Arizona 85257 Phone:480-946-0242 Fax:480-946-0182 E-mail:reddellarchitects@eschelon.com 0 Cam. -ott -13tA. Sierra Sol LLC dba Mercado del Rio Car Wash 625 E. Vuelta Caminata del Rio Oro Valley, AZ 85737 (520) 544-0460 OCT 1 (520) 544-0507 fax October 1, 2007 RE: Book 224,; Map 28; Parcel 2630 Town of Oro Valley Planning & Zoning 11000 N. La Canada Drive Oro Valley, AZ 85737 To Whom It May Concern: Please fmd attached an application form for separation of portion of existing parcel, as referenced above, to acquire its own tax code and address for purposes of lease and/or sale. Please also let this letter serve as approval for change by Owners, Jim and Mandy Bramble, Sierra Sol Custom Building & Development, Inc, dba Mercado del Rio Car Wash. Additionally, attached are the Proposed Tax Code Change and Survey Map. Should you have any questions, please do not hesitate to call. Respectfully, Owners Sierra Sol Custom Building & Development, Inc. dba Mercado del Rio Car Wash Attachments (3) �-- .4pl-LEY AR/ 20 O., i ti9 �ckiQ 19�a TOWN OF ORO VALLEY, PLANNING AND ZONING 11000 N. LA CANADA DRIVE, ORO VALLEY AZ 85737 PHONE: (520) 229-4800 FAX: (520) 742-1022 www.townoforovallev.com APPLICATION FORM OV Case # (Office Use Only): Application Type: A. Project Manager/Developff Name: � Firm: City: Telephone: �' S—��y�_Fax•_ —i pkR Email: B. Property Owner (s), if more than one owner, attach list Name:_ DAMES �t� •,ri A `7� c-�i Mrm• City Tele C. Subject Property Parcel/Tax Code: Bm)—k ZZ� Legal Des criptio#Property Addresq,:J A P zg :10�j cs�—Q Z ,3o Area of property: Existing Zoning: C' ZI Proposed Zoning:_ Is Proposed Zoning In conformance with General Plan designation? [ j General Plan Designation: Existing Land Use:Al,t� orb, _S9+_i !.2 Proposed Land Use: D. Previous Applications Relating To This Property OV8- OV9- OV11- OV12- E. Reason For Ppnim.t [ ]No OV10• ' OV13- —_JA_LJ t0 This application is true and correct to the best of my knowledge. I am the owner of the ab a described property or have been authorized by the owner to make this application. Date �- Signature e :. NEW GENERATION SURVEYS, Inc. 9242 N Brave Dr.,Tucson, Az. 85743 (520) 975-9102 (520) 572-7230 fax E-mail• newgenerationsurveys@earthlink.net PROPOSED TAX CODE CHANGE A parcel of land within Lot 11 of Mercado Del Rio Lots 1-16 Block "A", recorded in Maps and Plats Book 59, Page 28 at the Pima County recorders office, Pima County, Arizona, also within the southeast 1/4 of Section 12, Township 12 South, Range 13 East, Gila and Salt River Meridian, described as follows: BEGINNING at the northwest corner of said Lot 11, a 'i" rebar tagged RLS 12122; Thence North 89*22158" East, along the north line of said Lot 11, a distance of 170.02 feet, to a found Mag nail tagged RLS 13178; Thence South 00050139" East, a distance of 71.83 feet; Thence South 89009121" West, a distance of 52.00 feet; Thence North 00°50'39" West, a distance of 23.00 feet; Thence South 89022158" West, a distance of 96.99 feet; Thence North 44001134" West, a distance of 17.23 feet; Thence North 90°00'00" West, a distance of 9.78 feet; Thence North 00000100" East, a distance of 36.42 feet to the POINT OF BEGINNING. N89'22'58"E 170.02 (V PROPOSED CHANGE m N90'00'00"W 9.78 mm N44'01'34"W N00'50'39"W 23.00 17.23 S89'22'58"W 96.99 I 52.00 S89-09.21"W � v Im m m m w w o of rn m 0 0 0 LOT II p CD N Z I� SCALE: 1" = 40' LAND Al I�'` ��Ep ���F 1 CATE •pG 34557 0 DANIEL H. S� LESLIE I s ONA N90'00'00"W 174.63 PROPOSED TAX CODE CHANGE FOR LOT 11 OF MERCADO DEL RIO LOTS 1-16 BLOCK "A" MAPS & PLATS BOOK 59, PAGE 28 PIMA COUNTY, ARIZONA NEW GENERATION SURVEYS, INC. 9242 N. BRAVE OR., TUCSON, AZ 85743 (520) 975-9102 (520) 572-7230 fax DATE: 9-28-07 JOB# 06-03-01 SHEET 1 OF i II. 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N VICINITY MAP "' .-sso5 L1 OF 4 mxTmla INIEWAL of moi (17 LOT 11 — Mercado Del Rio OV12-04-31 ova-04-09 POF,nON SOUD1EAST 1µ DF EEndl 1z, TONMSNIF Iz souM, Aw1OE I] EAST GILA It s&T 0.IYE1 YENVAM, TOYN OF WO VALLEY. FBEA C TY, AMZONAr%� 0 10 20 40 vi LL w Of FD SE NE, SE, GENERAL NOTES FD 5/8" I.P. SW COR NE4,NW4 SEC 25 SIGNIFICANT VEGETATION DISTURBANCE - ORSCOD AREA LEGEND PROJECT LOCATION Z3 Z4 (225 15) 31/95 M&P LOTS 1-91 22167 M&P (22514) 24 1 264 1 SLOPE`- �5 3( (225-19) LOTS 1& 17/27 M& 1r(225-M14)r) RANCHO PEER (225-14 , 18/3dM&P aft LOTS 35.',-3;.9 �� - ' SUNNYSLOPE 29/24 v - LOTS 3-59 c~i, w FAIRHAVEPd `JILLA GASITAS EL ORO ii LOT 2 41 AC .� w !� _e FAIR.HAVEN � /NORTE�T, VILLAGE 25/75 ) (225-17)— 231Y8M&P / z AMEN U 225 &$ g 14/591 P ,,; ( / LOTS 107-221 _ (225 ) �^' LOTS .� 1-75 z VERDE NCHOCATALKA o 6 LOT3 M 43 43 AC. c) CATA- LIMA 225-17) RANCHO �-- CATALLNA CITRUSTOWN-1 _ TRACTS HOUSES LOTS 1-106 24 M&F / 23130 M&P (225-14) LOTS (1 L0T4 1-149 LAZA SERE 57t17 Fd&P M&P / C &P — 43 15 AC, v 26 17/salel&P 25 3( 35136 36131 )RTION OF SECTION 25, T-12-S, R-13-E 0 VALLEY, ARIZONA IN MAP MILE FD BCSM N1/4 COR SEC 25 �C7 Q T� I N 0 FD 112" I.P. RLS 13178 Q 1. THE GARDEN GATE SITE IS WITHIN THE ORACLE ROAD SCENIC 1. GROSS AREA OF SV WITHIN ORSCOD: 6,774 SQUARE FEET — PROPERTY BOUNDARY CORRIDOR OVERLAY DISTRICT AND SHALL FOLLOW ALL APPLICABLE 2. SV DISTURBED AREA WITHIN ORSCOD: 3,670 SQUARE FEET CODE (SECTION 24.5). 3. % OF SV DISTURBED WITHIN ORSCOD: 54 % 100-YEAR FLOOD LIMITS - — 2. GROSS AREA OF PROPERTY IS 1.32 ACRES. ORSCOD SIGNIFICANT VEGETATION (SV)DISTURBANCE LIMIT TOTAL ACRES OF GRADED SITE: 0.92 TOTAL ACRES OF UNDISTURBED NATURAL AREAS: 0.4 ORSCOD MITIGATION AREAS ORSCOD AREA TO REMOVE 3. PER SECTION 24.5.D.1.A OF THE ORO VALLEY ZONING CODE, 1. TOTAL ORSCOD AREA TO REMOVE: 3,670 SQUARE FEET2. TOTAL ORSCOD MITIGATION AREA: 3,685 SQUARE FEETSIGNIFICANT VEGETATION (SV) TO BE MAPPED CONSISTS OF: PARKINSONIA FLORIDUM, PARKINSONIA MICROPHYLLUM, PROSOPSIS ORSCOD MITIGATION AREA VELUTINA, OLNEYA TESOTA, CHILOPSIS LINEARIS, ACACIA GREGGII, ACACIA MINUTA, CELTIS RETICULATA, AND FRAXINUS VELUTINA. SV IS DEFINED AS TREES WITH A TRUNK DIAMETER GREATER THAN 6", MITIGATION OF SIGNIFICANT VEGETATION - ORSCOD AREA SV DISTURBED OUTSIDE OF MEASURED 2' ABOVE GROUND LEVEL, OR CLUSTERS OF 3 OR MORE 2:1 TREE MITIGATION RATIO PER TABLE 27-1 ORSCOD AREA TREES WITHIN 10' OF EACH OTHER WITH TRUNK DIAMETERS GREATER THAN 2". SPECIES # RFS MITIGATION 36" BOX 48" BOX UP* 4. MITIGATION OF SV SHALL BE ACCORDING TO THE RATIOS IN TABLE 27-1, Acacia greggii (AG) 1 2 1 1 10 \� SV TO BE PRESERVED IN PLACE SECTION 27.4 OF THE MAY 2005 ORO VALLEY ZONING CODE. Parkinsonia floridum (PF) 1 2 1 1 10 �. Parkinsonia microphyllum (PM) 9 18 9 9 90 5. SV AND AMOUNT OF SV DISTURBED SHALL BE MEASURED AS THE Prosopis velutina (PV) 2 4 2 2 20 SQUARE FOOTAGE OF THE GROUND COVER AREA. Total 13 26 13 13 130 *UP: Understory Plants 0 15' 30' 60' m Z c) U NORTH SCALE: 1 "=30' amp"i J" NOfZIZIs DESIGN Planning Landscape Architecture 418 N. Toole Ave. Tucson, AZ 85701 Ph: 520 622-9565 Fax: 520 622-8316 www.norris-design.com Z w 0 c� Owner. THE JOHANSEN GROUP, LLC 6741 N. PLACITA ACEBO TUCSON, ARIZONA 85750 PHONE: (520)574-7585 FAX:(520)574-7592 ATTN: TREVORJOHANSEN Issue Date FEBRUARY 16, 2007 Revision Date Town of Oro Valley Case plumbers OV9-06-01 ORSCOD MITIGATION -SIGNIFICANT VEGETATION THE GARDEN GATE A PORTION OF SECTION 25, T.12S., R.13E. G. & S.R.& M.. TOWN OF ORO VALLEY. ARIZONA REZONING FROM R 1-144 TO CN CONTOUR INTERVAL=1' T.O.V. CASE #: OV9-06-01 SHEET 1 OF 1 -: W3 1 6 Z007" FD 5/8" I.P. SW COR NE4,NW4 SEC 25 FD ' SE( NE4 SEC GENERAL NOTES 1. THIS SITE RESOURCE INVENTORY (SRI) IS DESIGNED TO MEET THE REQUIREMENTS AND INTENTIONS OF ORO VALLEY ZONING CODE, CHAPTER 14-104, AND SECTION 27.4 OF THE MAY 2005 ORO VALLEY ZONING CODE. THE INFORMATION CONTAINED WITHIN THE SRI SHALL BE UTILIZED FOR PURPOSES OF SITE PLANNING AND DESIGN. 2. THE GARDEN GATE SITE IS WITHIN THE ORACLE ROAD SCENIC CORRIDOR OVERLAY DISTRICT AND SHALL FOLLOW ALL APPLICABLE CODE (SECTION 24.5). 3. GROSS AREA OF PROPERTY IS 1.32 ACRES. TOTAL ACRES OF GRADED SITE- 0.92 TOTAL ACRES OF UNDISTURBED NATURAL AREAS: 0.4 4. PER SECTION 24.5.D.1.A OF THE ORO VALLEY ZONING CODE, SIGNIFICANT VEGETATION (SV) TO BE MAPPED CONSISTS OF: PARKINSONIA FLORIDUM, PARKINSONIA MICROPHYLLUM, PROSOPSIS VELUTINA, OLNEYA TESOTA, CHILOPSIS LINEARIS, ACACIA GREGGII, ACACIA MINUTA, CELTIS RETICULATA, AND FRAXINUS VELUTINA. SV IS DEFINED AS TREES WITH A TRUNK DIAMETER GREATER THAN 6", MEASURED Z ABOVE GROUND LEVEL, OR CLUSTERS OF 3 OR MORE TREES WITHIN 10' OF EACH OTHER WITH TRUNK DIAMETERS GREATER THAN 2". 5. ALL SALVAGE PLANS SHALL BE FIELD CHECKED BY ZONING INSPECTOR, PRIOR TO APPROVAL. IF THERE ARE ANY CHANGES TO THE SALVAGE PLAN BASED ON THE FIELD CHECK, THE SALVAGE PLAN SHALL BE REVISED. 6. ALL SAGUAROS AND BARREL CACTI ARE TO BE SALVAGED AND TRANSPLANTED ON -SITE. ALL BARRELS AND SAGUAROS DESTROYED DURING TRANSPLANTING ARE TO BE REPLACED ACCORDING TO A RATIO TO BE DETERMINED BY THE ZONING INSPECTOR. 7. ALL SIGNIFICANT VEGETATION DESTROYED DURING MITIGATION OR DURING TRANSPLANTING ARE TO BE REPLACED ACCORDING TO A RATIO TO BE DETERMINED BY THE ZONING INSPECTOR. GENERAL NOTES (CONTINUED) 8. MITIGATION OF SV SHALL BE ACCORDING TO THE RATIOS IN TABLE 27-1, SECTION 27.4 OF THE MAY 2005 ORO VALLEY ZONING CODE. 9. SV AND AMOUNT OF SV DISTURBED SHALL BE MEASURED AS THE SQUARE FOOTAGE OF THE GROUND COVER AREA. SRI NOTES 1. VEGETATIVE COMMUNITIES ON THE GARDEN GATE SITE: ARIZONA UPLANDS SUBDIVISION OF THE SONORAN DESERT -SCRUB BIOTIC COMMUNITY. PIMA COUNTY LAND INFORMATION SYSTEM CLASSIFIES THE SITE AS "SONORAN DESERT - SCRUB; PALOVERDE-MIXED CACTI (ARIZONA UPLANDS) SERIES; AMBROSIA DELTOIDEA- CERCIDIUM MICROPHYLLUM MIXED SCRUB ASSOCIATION". 2. SV ON THE PROJECT SITE: CATCLAW ACACIA (ACACIA GREGGII) FOOTHILL PALO VERDE (PARKINSONIA MICROPHYLLUM) BLUE PALO VERDE (PARKINSONIA FLORIDUM) VELVET MESQUITE (PROSOPIS VELUTINA) 3. PRESENCE OF SPECIES INVASIVE TO THE SONORAN DESERT: THERE ARE SUBSTANTIAL OCCURENCES OF LANTANA CAMARA, PENNISETUM SETACEUM AND RHUS LANCER ON THE GARDEN GATE SITE. PROJECT HAFDY PLACE BLK 1 23 24 (225-15)31MIA&P 26 25 - 1 ;ANCHO FFLIZ LOTS 11-1-89 25/75 M&P LOPE TOWNHOUSES LOOTSTS 1 -91 221fi7 h1&P (225-14) 24 19 SLOPE :J 30 LOTS 18 -14) 17727 M8VSUNNYSLuPE (225-14 y I A \ 1 P VFF CAT A- LIII PJA 7 �TOVJ4- HOUSES LO S 1-149 23IJ4 1 M&P LOTS 3-59 u) w LOT 2 iy 1 AC o 225 17 23168 h18P z 0 LOTS 107-221 z i 0 APJCNOCATALINA 0` LOT3 � 43.43 AC. 17) RANCHO /��-- CATALLNA LOTS LIM 23130 M&P LOT �l 43.15 AC. 25 30 36 31 )RTION OF SECTION 25, T-12-S, R-13-E )0 VALLEY, ARIZONA )N MAP&Iks� MILE FD BCSM N1/4 COR SEC 25 sU 0 0 FD 1/2" I.P. RLS 13178 19 nwjv") NOfZIZ15 DESIGN Planning Landscape Architecture 418 N. Toole Ave. Tucson, AZ 85701 Ph: 520 622-9565 Fax: 520 622-8316 www.norris-design.com z w 0 Owner.• THE JOHANSEN GROUP, LLC 6741 N. PLACITA ACEBO TUCSON, ARIZONA 85750 PHONE: (520)574-7585 FAX:(520)574-7592 ATTN: TREVORJOHANSEN RIPARIAN NOTES LEGEND A F. Iry �\F cpr 1. ALTHOUGH THE ORO VALLEY ADOPTED RIPARIAN AREAS SHOWS A LOW XERORIPARIAN PROPERTY BOUNDARY � 9� /t�, � 'tio `�. ,` ZONE ALONG THE SOUTHERN BOUNDARY OF THE GARDEN GATE SITE, SITE 0 JOHNSOPII OBSERVATION REVEALS THAT BOTH THE SIDES AND BOTTOM OF THE WASH ALONG THE cr o WEAKS SOUTHERN PROPERTY BOUNDARY ARE CONCRETE -LINED, AND NO RIPARIAN SIGNIFICANT VEGETATION CONDITIONS EXISTS. THERE ARE NEITHER THE NATIVE PLANT SPECIES ASSOCIATED \ZONAA WITH A RIPARIAN ZONE, NOR THE ASSOCIATED PLANT DENSITIES. — — 100-YEAR FLOOD LIMITS — ORSCOD SIGNIFICANT VEGETATION Issue Date DISTURBANCE LIMIT ANTICIPATED MITIGATION OF SIGNIFICANT VEGETATION FEBRUARY 16, 2007 BASED ON 62% OF SV DISTURBED (TREE MITIGATION RATIO = 2:1) SPECIES # RFS MITIGATION 36" BOX 48" BOX UP* Revision Date Acacia greggii (AG) 1 2 1 1 10 - -- Pakinsonia floridum (PF) 1 2 1 1 10 --- ---- ...... _ Parkinsonia microphyllum (PM) 13 26 13 13 130 Prosopis velutina (PV) 4 8 4 4 40 Town of Oro Valley Total 19 38 19 19 190 Case Numbers *UP: Understory Plants OV9-06-01 SIGNIFICANT VEGETATION DISTURBANCE SITE RESOURCE INVENTORY 1. GROSS AREA OF SV: 9,045 SQUARE FEET THE GARDEN GATE_ 2. SV DISTURBED AREA: 5,581 SQUARE FEET 0 15' 30' 60' A PORTION OF SECTION 25, T 12S., R.13E. 3. % OF SV DISTURBED: 62% G. & S.R.& M., TOWN OF ORO VALLEY, ARIZONA REZ0NING FROM R 1-144 TO CN CONTOUR INTERVAL=1' T.Q.V. CASE #: OV9-06-01 NORTH SCALE: 1 "=30' SHEET 1 OF 1 NATIVE PLANT PRESERVATION PLAN FOR GENERAL NOTES 1. AS REQUIRED BY THE TOWN OF ORO VALLEY, A NATIVE PLANT PRESERVATION AND SALVAGE PLAN HAS BEEN PREPARED BY NORRIS DESIGN FOR THE GARDEN GATE SITE. A SITE INSPECTION AND INVENTORY OF ALL PROTECTED TREES (3 INCH CALIPER OR GREATER), MULTIPLE TRUNK PLANTS (3 INCH COMBINED CALIPER OR GREATER) AND CACTI PER ORO VALLEY CODE, SECTION 27.4, WAS CONDUCTED BY NORRIS DESIGN. 2. THE GARDEN GATE SITE IS WITHIN THE ORACLE ROAD SCENIC CORRIDOR OVERLAY DISTRICT AND SHALL FOLLOW ALL APPLICABLE CODE (SECTION 24.5). 3. AREA CALCULATIONS: TOTAL SITE AREA: 57,492.00 SQ. FT. GRADED AREA: 44,860.00 SQ. FT. UNDISTURBED AREA- 12,632.00 SO. FT. 4. THIS PLAN SHOWS APPROXIMATE LOCATIONS OF PLANTS SUBJECT TO THE CODE MENTIONED ABOVE. ALL TREES, SAGUARO, AND BARREL CACTI SUBJECT TO INVENTORY PER THE SALVAGE CODE HAVE BEEN FLAGGED WITH COLORED RIBBON PER THIS CODE. ALL OTHER PLANTS SUBJECT TO INVENTORY HAVE BEEN INVENTORIED, MAPPED AND/OR DESCRIBED HEREIN. 5. TAGS (PLASTIC TAPE) SHALL BE COLOR -CODED ACCORDING TO THE FOLLOWING SCHEDULE: EXISTING NATIVE PLANTS TO TRANSPLANT ON SITE................BLUE (TOS) EXISTING NATIVE PLANTS TO PRESERVE IN PLACE..................WHITE (PIP) EXISTING NATIVE PLANTS TO REMOVE FROM SITE...................RED (RFS) 6. 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. 7. THE SALVAGED VEGETATION PER THIS PLAN WILL BE STORED WITHIN THE GARDEN GATE SITE AND WILL BE WATERED WITH A DRIP IRRIGATION SYSTEM AND MAINTAINED UNTIL REPLANTED ONSITE OR THE SALVAGED VEGETATION WILL BE SPADED DIRECTLY TO THEIR NEW LOCATIONS. THE TEMPORARY NURSERY WITHIN THE GARDEN GATE SITE SHALL_ BE MONITORED BY A LANDSCAPE ARCHITECT, OR A QUALIFIED NURSERYMAN. IT SHALL BE MAINTAINED PER OVZCR 27.4. 8. PRIOR TO ANY SITE DISTURBANCE, THE AREAS DESIGNATED TO REMAIN IN PLACE SHALL BE FENCED OR TAPED OFF FOR PROTECTION DURING THE GRUBBING AND GRADING OPERATIONS. THE OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THIS BOUNDARY LINE. IN NO CASE MAY NATIVE UNDER -STORY PLANTS BE REMOVED, DESTROYED, OR RELOCATED FROM AN EXISTING STAND OF NATIVE PLANTS, WHICH IS TO BE PRESERVED IN PLACE. 9. PRIOR TO ANY SALVAGE, TREES SHALL BE TAGGED IN ACCORDANCE WITH SECTION 27.4 AND INSPECTIONS, AS REQUIRED BY THAT SECTION, SHALL BE PERFORMED BY THE TOWN'S ZONING INSPECTOR. PRIOR TO ISSUANCE OF GRADING PERMITS, THE ZONING INSPECTOR SHALL INSPECT THE SITE AND IF ADDITIONAL PLANTS ARE DEEMED SALVAGEABLE OTHER THAN THOSE TAGGED, THEN THOSE PLANTS SHALL BE EITHER SALVAGED OR BOXED, AS NECESSARY. 10. NON-COMPLIANCE WITH THE APPROVED NATIVE PLANT PRESERVATION PLAN AND / OR DESTRUCTION OF PROTECTED PLANTS SHALL RESULT IN FINES IN ACCORDANCE WITH SECTION 27.4 OF THE OVZCR. 11, ALL SALVAGED MATERIALS SHALL BE REUSED WITHIN THE GARDEN GATE SITE. 12. ADDITIONAL PLANTS MAY BE DEEMED SALVAGEABLE BY THE ZONING INSPECTOR, AND SHALL BE SALVAGED. 13. ANY BOXING PRIOR TO THAT TIME WHEN THE APPLICANT MAY APPLY FOR A GRADING PERMIT SHALL BE APPROVED BY THE PLANNING AND ZONING ADMINISTRATOR AND WILL BE PERFORMED AT THE APPLICANT'S OWN RISK. ANY PLANT DEEMED SALVAGEABLE BY THE ZONING INSPECTOR SHALL BE SALVAGED. TOWN OF ORO VALLEY NATIVE PLANT PRESERVATION SALVAGE AND MITIGATION PLAN APPROVED BY: PLANNING & ZONING ADMINISTRATOR DATE 100 YR FL00 PLAT THE GARDEN GATE HEADWALL CONCRETE -LINED - CHANNEL \ ) / GRADING LIMIT I '� PROPOSED N MONUMENT SIGN 41 „ I PROPOSED --MASONRY, s AND VIEW FFNCE WALL 30' LANDSCAPE , B ,SIDEWALK A UFF ER c5 \ ` op kl 144, l PROPERTY LINE ENCLOSED —J uLJ w STORAGE AREA o m SHADE STRUCTURE TRASH ENCLOSURE EXISTING MASONRY SCREEN WALL PROPOSED MASONRY WALL PROJECT OVERVIEW j SCALE: 1" = 50' ANTICIPATED MITIGATION OF SIGNIFICANT VEGETATION BASED ON 62% OF SV DISTURBED (TREE MITIGATION RATIO = 2:1) SPECIES # RFS MITIGATION 36" BOX 48" BOX UP* Acacia greggii (AG) 1 2 1 1 10 Parkinsonia floridum (CF) 1 2 1 1 10 Parkinsonia microphyllum (CM) 13 26 13 13 130 Prosopis velutina (PV) 4 8 4 4 40 Total 19 38 19 19 190 *UP: Understory Plants GRADING LIMIT - !/ � J MITIGATION: NATIVE PLANT PRESERVATION PLAN SPECIES # RFS MITIGATION SIZE UP* Acacia constricta (AC) 17 17 24" box 85 Celtis pallida (CP) 6 6 5 gal NA Ferocactus wislizenii (FVV) 1 1 10" NA Total 24 24 85 *UP- Understory Plants O� V �7 --lam 0 D 0 LEGEND (3 HARDY PLACE BILK 1 SUNNYSLOPE TOWNHOUSES 23 24 (225-15) 31,1%IvI&P LOTS 1-91 22167 H&P(225-14) 24119 ARDYR 26 AD '-� 30 SLOPE LOTS 1& (225-19) 17127 M& (225-14) - RANCHO FELIZ i - 225-14 18/34M&P PROJECTLOCATION LOTS353389 SUNNYSLOPE 2912 _ LOTS 3-59 ~ FAIRHAVEN VILLA CASITAS LOT z FAIRHAVEN NORTE s� u (225-17} > VILLAGE 25/75 23168 M&P A, z APAEN D� M&P J LOTS 107-221 0 14/59 f P ,y „� (.225-15 � / a s (225 ) v LOTS M1 o 1-15 VERDE ANCHOCATALINA O (225-16) LOT 43 d3 AC. � CATA- ; LItdA 275-17) RANCHO - ATALINA TOWN- CATA NA CITRUS TRACTS HOUSES LOTS 1-106 6124 F,M4P 23/30 M&P— (225-14) LOT > LOT d LAZA SEREN 1 149 23/34 57/17 MPNI&P 43.15 AC. 26 12r5 776°"1 P J 25 30 35136 36 31 BEING A PORTION OF SECTION 25, T-12-S, R-13-E G&SRM, ORO VALLEY, ARIZONA PROPERTY BOUNDARY SIGNIFICANT VEGETATION (SV) TO BE PRESERVED IN PLACE GRADING LIMIT 100 YEAR FLOOD LIMITS NATIVE PLANT PRESERVATION PLAN THE GARDEN GATE A PORTION OF SECTION 25, T.12S., R.13E. G. & S.P..& M., TOWN OF ORO VALLEY, ARIZONA Neighborhood Commercial Project CONTOUR INTERVAL=1' T.O.V. CASE #: OV9-06-01 SHEET 1 OF 2 LOCATION MAP SCALE: 3"=1 MILE OWNER / APPLICANT The Johansen Group, LLC 6741 N. Placita Acebo Tucson, AZ 85750 Phone: (520) 574-7585 Fax: (520) 574-7592 Attn- Trevor Johansen LANDSCAPE ARCHITECT J� NOKKIS DESIGN osc-� .\ `c 418 N. Toole Ave. �Q A do �`s\ Tucson, AZ 85701 539 ail Ph: 520 622-9565 PACE EAKS jOHNSON �;(I Fax: 520 622-8316 re S!9ned www.norris-design.com ZONA s/ Attn: Stacey Weaks ARCHITECT Kevin Howard Architects 4547 E. Fort Lowell, Suite 421 Tucson, Arizona 85712 Phone- (520) 322-6800 Fax: (520) 322-6812 Attn: Kevin Howard CIVIL ENGINEER Kimley-Horn and Associates 1860 E. River Road, Suite 100 Tucson, Arizona 85718 Phone: (520) 615-9191 Fax: (520) 615-9292 Attn: Dave Martin ISSUE DATE FEBRUARY 16, 2007 TOWN OF ORO VALLEY REVIEW Sheet Title NPPP COVER SHEET Sheet Number ioF2 C-1 COMMERCIAL THE SHOPPES AT ORACLE ROAD NOTE: NO BUFFER YARD REQUIRED BETWEEN COMMERCIAL USES \ GRADING LIMIT 1 j� F:132 AC126 �P1251 1... / PM118 PF81�- \1 i �'' AG127♦ AC129 1 FW116 ■ FW119 1 AC128 FI1117 ■ ; AC 130 • f 082 , F on- � FW121 �FW131 AC6 • �` L FV83 ■/ FWll � FW53 1 i FW112 ■ �■ 'A FM1115 ■ ,C133 PM5 • • AG8 i _ PM84 10F,11156 AC134 ■����38� FW71 �--i55 ;iflf57 • PM7 ♦PV110 PM135 ■ '■ ~ C7 ♦� 4 i \ A 3 = ■ . ■FIN ... FW136 '�� FW7 FW5FW56 ■ Q 1 �y FW7r7 V85 ♦ AC109 ■ FW140 �� �FW60 ■ `� • FW26 ` AC68 �-- PV89 FW108 ■'_37� ♦ ♦ ■ FW58 PM12 FW25 ..-� '\ FW30 ■ PV142 4 FW59 ■ PM31 • PM90 ■ ,--- ■ FW87 - - --- -- FW141 ■ PIU�2 ♦♦ j♦P ■ Z024 CG23-- r PV41 �� f FW155 ■ ■ FWT44 ■ FW14�3 � `� TEMP HOLDING NURSER`f� V - PV45 j►GP97T FW106 ■ - PM63 15 PM95 ♦ ♦ AC99 ■ FW107 ■ PM145 M67 P1 / 4 FW96 ♦ CP154 ♦ ♦ PM74 AC66 .� -�.� \ FW39 • • • -Q� ■ AC98 PV105 ♦ PV153♦ - ■ F'M14 ■ 1 `P W381 ♦ -- FW20 \� ,� AC93 ♦ ♦ PM94 ♦ AC 152 � ■ Q �. , AC101 ♦ PM100 AC147♦ ■ AC791 PM75 J - - �\ .! PF ■ PV146 ■ PM77 FW1,6 PM21 �\ ♦ AC102 CP149 ♦ � ■ _ l ---f-PM13-- --- --■ FIN17 ■ PM19 CP37 ■ PM35 ■ AC91 •� AC104 ♦AC103 i "��� -. --` FW151 ■ PV78 ♦ AC76 �_ \ OPM33 / CP 124 ♦ `-CP t46A--J �50� ■ PM18 1 P\��1 FD 112" I.P. SE COR NE4,NW4 SEC 25 Acacia constricts (AC) TAG 4. CALIPER HEIGHT CRITERIA RIBBON COLOR SV 6 8 12.0 WHITE 50 10 14.0 WHITE 66 10 14.0 C RED 68 6 12.0 C RED 73 6 8.0 C RED 76 6 8.0 C RED 79 6 8.0 BLUE 91 10 10.0 WHITE 93 10 10.0 B RED 98 10 10.0 B RED 99 4 8.0 A RED 101 4 8.0 C RED 102 4 8.0 A RED 103 8 14.0 F RED 104 8 14.0 F RED 109 6 8.0 C RED 126 8 12.0 WHITE 128 6 10.0 C RED 129 6 10.0 G RED 130 8 14.0 WHITE 133 4 6.0 BLUE 134 4 6.0 BLUE 147 8 12.0 B RED 150 6 16.0 G RED 152 8 16.0 B RED Acacia greggii (AG) TAG # CALIPER HEIGHT CRITERIA RIBBON COLOR SV 8 4 6.0 WHITE 127 6 8.0 C RED Carnegiea gigantea (CG) TAG # CALIPER HEIGHT CRITERIA RIBBON COLOR SV 23 0 1.0 BLUE Celtis pallida (CP) TAG # CALIPER HEIGHT CRITERIA RIBBON COLOR SV 37 6 10.0 BLUE 48 4 10.0 WHITE 51 6 14.0 WHITE 97 8 10.0 C RED 124 8 10.0 F RED 125 8 10.0 C RED 148 8 12.0 C RED 149 4 8.0 C RED 154 4 8.0 F RED Ferocactus wislizenii (FW) TAG # CALIPER HEIGHT CRITERIA RIBBON COLOR SV 11 0 2.0 16 0 1.0 17 0 1.0 20 0 1.0 25 0 1.0 26 0 3.0 30 0 1.0 38 0 2.0 39 0 1.0 53 0 2.0 54 0 1.0 55 0 1.0 56 0 1.0 57 0 1.0 58 0 1.0 59 0 1.0 60 0 1.0 70 0 1.0 71 0 1.0 72 0 1.0 86 0 1.0 87 0 1.0 96 0 1.0 106 0 1.0 107 0 1.0 108 0 1.0 ill 0 1.0 112 0 1.0 113 0 1.0 114 0 1.0 115 0 1.0 116 0 1.0 117 0 1.0 119 0 1.0 120 0 1.0 121 0 1.0 131 0 1.0 132 0 1.0 136 0 1.0 137 0 1.0 138 0 1.0 139 0 1.0 140 0 1.0 141 0 1.0 143 0 1.0 144 0 1.0 151 10 16.0 155 0 1.0 156 0 1.0 1 BLUE BLUE BLUE BLUE BLUE WHITE WHITE WHITE WHITE WHITE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE WHITE BLUE BLUE BLUE BLUE BLUE BLUE BLUE BLUE RED BLUE BLUE SUNNYSLOPE TOWNHOUSES BK. 22, PG. 67 M&P f MULTI -FAMILY RESIDENTIAL R-6 Parkinsonia floridum (PF) TAG # CALIPER HEIGHT CRITERIA RIBBON COLOR SV 10 12 16.0 WHITE 34 10 15.0 WHITE 52 12 15.0 WHITE 81 10 10.0 RED 82 4 6.0 BLUE 92 10 12.0 WHITE Parkinsonia microphyllum (PM) TAG # CALIPER HEIGHT CRITERIA RIBBON COLOR SV 5 4 8.0 WHITE 7 4 6.0 WHITE 12 3 5.0 BLUE 13 6 9.0 BLUE 14 10 14.0 BLUE 15 12 16.0 C RED 18 4 10.0 BLUE 19 8 12.0 BLUE 21 4 8.0 BLUE 22 10 14.0 C RED 27 10 14.0 WHITE 31 4 6.0 WHITE 32 6 8.0 BLUE 33 6 8.0 BLUE 35 8 10.0 BLUE 36 14 20.0 WHITE 61 10 18.0 B RED 62 10 18.0 B RED 63 14 22.0 B RED 64 10 16.0 C RED 67 10 16.0 C RED 69 8 12.0 C RED 74 12 12.0 C RED 75 8 10.0 A RED 77 6 10.0 BLUE 84 4 6.0 BLUE 90 4 6.0 BLUE 94 12 16.0 B RED 95 12 16.0 B RED 100 12 14.0 A RED 118 4 5.0 BLUE 122 8 12.0 WHITE 135 4 8.0 BLUE 145 14 14.0 BLUE PROPERTY LINE 146 • CP48 PF52 '\ • AC50 \r_ • GP51 • Z049 Prosopis velutina (PV) TAG # CALIPER HEIGHT CRITERIA RIBBON COLOR SV 29 14 14.0 WHITE 40 14 14.0 WHITE 41 6 8.0 WHITE 42 6 8.0 WHITE 43 12 14.0 WHITE 44 10 14.0 WHITE 45 6 8.0 WHITE 46 3 6.0 WHITE 47 6 10.0 WHITE 65 10 14.0 A RED 78 12 16.0 BLUE 83 4 6.0 BLUE 85 4 6.0 BLUE 89 4 6.0 BLUE 105 10 14.0 B RED 110 10 10.0 B RED 123 10 14.0 WHITE 142 6 8.0 BLUE 146 4 6.0 BLUE 153 10 12.0 B RED Ziziphus obtusifolia (ZO) TAG # CALIPER HEIGHT CRITERIA RIBBON COLOR SV 24 8 9.0 BLUE 49 8 9.0 WHITE NOTE: CALIPER (INCHES) HEIGHT (FEET) NATIVE PLANT SUMMARY SPECIES TOS (■) RFS (♦) PIP (0) TOTAL Acacia constricts (AC) 3 17 5 25 Acacia greggii (AG) 0 1 1 2 Carnegiea gigantea (CG) 1 0 0 1 Celtis pallida (CP) 1 6 2 9 Ferocactus wislizenii (FVV) 42 1 6 49 Parkinsonia floridum (PF) 1 1 4 6 Parkinsonia microphyllum (PM) 15 13 6 34 Prosopis velutina (PV) 6 4 10 20 Ziziphus obtusifolia (ZO) 1 0 1 2 Total 70 43 35 148 FD BCSM N1/4 COR SEC 25 441 FD 112" I.P. > �.D RLS 13178 ( a AERIAL PHOTOGRAPH IS 2005 SERIES COLOR COVERAGE BY PIMA ASSOCIATION OF GOVERNMENTS LEGEND RIBBON COLOR DISPOSITION SYMBOL BLUE TRANSPLANT ON SITE JOS) ■ RED REMOVE FROM SITE (RFS) WHITE PRESERVE IN PLACE (PIP) CRITERIA FOR REMOVAL PLANTS DESIGNATED RFS (REMOVE FROM SITE) HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS. A. PLANT HEALTH IS POOR TO MEDIUM WITH INFESTATIONS OR APPARENT DISEASES. B. PLANT AGE SUGGESTS UNLIKELY CHANCE OF TRANSPLANT SURVIVAL. C. PLANT IS DAMAGED AND IS NOT CONDUCIVE TO BOX OR SPADE TRANSPLANTING (IRREGULAR BRANCHING). D. SOILS CANNOT BE EXCAVATED AND ARE NOT CAPABLE OF SUPPORTING A BOXED OR SPADED ROOT BALL. E. SURROUNDING TOPOGRAPHY DENIES ACCESS WITH THE APPROPRIATE EQUIPMENT NEEDED TO BOX OR SPADE AND REMOVE PLANT. F. ADJACENT PLANTS POSE A LIKELY INTERFERENCE WITH ROOT SYSTEMS OR INTERFERE WITH PLANT REMOVAL. G. THE OVERALL FORM AND CHARACTER IS NOT REPRESENTATIVE OF THE SPECIES AND IS NOT A VALUABLE SPECIMEN FOR LANDSCAPE OR HABITAT PURPOSES. 0 15' 30' 60' 10 1 NORTH SCALE: 1 "=30' NATIVE PLANT PRESERVATION PLAN THE GARDEN GATE A PORTION OF SECTION 25, T.12S., R.13E. G. & S.R.& M., TOWN OF ORO VALLEY, ARIZONA REZONING FROM R 1-144 TO CN CONTOUR INTERVAL=l' T.O.V. CASE #: OV9-06-01 �J NOKKIS DESIGN Planning Landscape Architecture 418 N. Toole Ave. Tucson, AZ 85701 Ph- 520 622-9565 Fax- 520 622-8316 www. norris-design.com �I 9 CL z C) i-- Q Q W LLI Ix 0 J G-, O Q a CL w 65 J Q J w O 1-z Owner: THE JOHANSEN GROUP, LLC 6741 N. PLACITA ACEBO TUCSON, ARIZONA 85750 PHONE: (520)574-7585 FAX: (520)574-7592 ATTN: TREVORJOHANSEN Issue Date FEBRUARY 16, 2007 Revision Date Town of tiro Valley Case Numbers OV9-06-01 Sheet Title NPPP AERIAL & INVENTORY Sheet Number 2OF2 BUILDING 6' 18' 24' SIDEWALK 1, PARKING PAAL 2.0% ". 1.0% 2.0% r- E f: - -- E ACCESS TOVERHANGI rA A EAST PARKING CROSS-SECTION 5' (MIN.) VARIES 3' OVERHAN 20' PARKING 1.0% NTS 24' PAAL 2.0% BB NORTH PARKING CROSS-SECTION NTS 17,-6" 17'-6„ 2.0% V /\ I L VVINVI\L I L 1 ILf'1VLI\ CC TYPICAL ENTRY WAY SECTION NTS *2" A.C. 38' 1 1� 6" THICK GROUTED RIP —RAP CROSS-SECTION OF ADOT CHANNEL (DP OV12-05-17) NOTE: SEE DEVELOPMENT PLAN OV12-05-17 NTS FOR FURTHER CHANNEL DETAILS 5' OR AS SHOWN MINIMUM UNOBSTRUCTED OPEN PEDESTRIAN AREA 4" THICK CONCRETE WALK co Z4: 4. 8" 6,> CONCRETE SIDEWALK -SCORE EXPANSION JOINTS PER PC/COT STD. DET. 200 MONOLITHIC SIDEWALK AND CURB DETAIL NTS AGGREGATE ' BASE COURSE (ABC) SUBGRADE ASPHALTIC CONCRETE (AC,) *4" ABC COMPRESSED *NOTE: PAVEMENT SECTION TO 95% OF MAX DENSITY MUST COMPLY WITH GEOTECHNICAL_ REPORT. *4" SUBGRADE COMPACTED TO 95% MAX DENSITY EE ON -SITE PAVEMENT SECTION VARIES _ Ln VARIES NTS NO. 4 BARS © l'-6" - C. TO C. HORIZ. & VERT., 1.5" CLEAR TO INSIDE OF WALL 4'-0" EF-1 FRAME & GRATE PER PC/COT STD. DTL. NO. 311, BEND 3/8" Q" o' o" Q" nNlr'unoS AS SHOWN 624.26 PLAN m_F ,-2622.26 SECTION FIRST FLUSH CATCH BASIN DETAIL NTS POST .080 THK. ALUM. SIGNS — FASTEN TO STEEL TUBE WITH (2) 1 /4" DIA.x2 1 /2" LONG STAINLESS STEEL TAMPER RESIST. NUTS AND BOLTS 2"x2"xl1 GA. STEEL TUBE - CAP AND TOP_ PRIME AND PAINT '- 1'-2" TYP. RESERVED PARKING DISABLED PLATE OR PER ONLY `-�"- $ 500 FINE VAN ACCESSI BLE 12" DIA.x3O" DEEP CONC. FTG. 6" CONCRETE WHEEL STOP CENTERED IN PARKING STALL A.C. PAVEMENT FACE OF CURB 2.5' OR AS NOTED C _-1 /2" REBAR ANCHOR CONCRETE WHEEL STOP DETAIL NTS RAMP ENDS AT DG PATH TYPICAL HANDICAP PARKING SIGN TRUNCATED CURB ACCESS RAMP HANDICAP PARKING SIGN NTS PER PC/COT STD. DET. PER ORO VALLEY CODE 207, SHEET 4 OF 5 d �m r-" " `'T CONCRETE (TYP.) TYPICAL PARKING DETAIL V NTS TYPE A POST BARRICADE PC/COT STD. DET. 106- 12" CMP FLO-GARD FILTER INSERT 6' SCREENWALL PC/COT STD. DET. 109 COLOR & TEXTURE BY OWNER 8" CMU CIVIL ENGINEER Kimley-Horn and Associates, Inc. 2210 E. Fort Lowell Road Suite 200 Tucson, Arizona 85719 Phone: (520) 615-9191 Fax: (520) 615-9292 Attn: Darren Watson N 0000 oo 000000o z 0 o Q >_ Uj i 0 Q 12:1L 12:1 Ln U) y 2773'17777�0� 0 0 �J000000000000000000000000000 000 Li 3: CL 6' PRECAST CONCRETE 4" WHITE STRIPE WHEELSTOP (TYP.) A 2' O.C. SEE DTL F/3 o LANDSCAPE\� PAVERS \ 9' 9' 9' 13 HANDICAP PARKING DETAIL --CONSTRUCT DOOR FRAMES USING 3"X3"Xl /4" STEEL ANGLES WELDED FACED W/ TYPE 8 METAL DECK. PAINT TO MATCH COLOR OF BUILDING (TYP) *SUBMIT SHOP DRAWINGS FOR REVIEW SINGLE DUMPSTER ENCLOSURE w -1 N U NTS CLASS-2 aft-2, ISO VIEW Z �►i J UjCC O O QW Lu Q ij ;o LU O w O o Owner. - THE JOHANSEN GROUP, LLC 6741 N. PLACITA ACEBO TUCSON, ARIZONA 85750 PHONE: (520)574-7585 FAX:(520)574-7592 ATTN: TREVOR JOHANSEN 2e� �g�F��ATF DPP ti 3972.E ° a DARREI� M, _ o/ WATSON �s�GP1ED�J b >. Issue Date JULY 27, 2007 REFER TO LANDSCAPE -- PLAN FOR GROUND COVER TREATMENT Revision Date TOP VIEW N � Ai C G 6 si r. SIDEWALK v d (TYPICAL) NTS H CLASS-2 BICYCLE PARKING DETAIL NTS Town of Oro Valley Case Numbers T.O.V. #: OV9-06-01 Sheet Title Sheet Number SHEET 3 of 3 o_Z3 oQ: a o �o N Lc o� io 00 00 0 C\i N �m �o �o 00 v N ,x FD 5/8" I.P. SW COR _ NE4,NW4 SEC 25IV- IV- D yEA_ 3� o 6q<< S �13 II r of_ I wA Y i /-. 1 1 IV 0 - o _ E R scFN�C �S v O s �oR --- o� lel� j s� CC ` i200 00 rn 9 THE SHOPPES AT 0 ACLE ROAD25 365BK. 30PG.42 ----^ , 4.6 33 jl O 26 N1Q 105.14c 3 ,iv 2E99990`06 20 \ �3 \ 3e C ` _ 14 \ S�9 8, 9- PROPOSED,,, 39 ,70 BUILDING/-- � � � �-r' N 100077.50 . \ (rLj � - s ft. 27. _ -/ El 00061.57 23 r(R \ � o I / f.f.e.=27.50 24 3 2 1-9 2 .----- . _ _ _ - \ 3 �o 9 f� 17 \0... ++_.�^.,�` - -�^! EX 24" CMF3- - 26 \ O .`` \ �Q, INV=20.20 \ 00 0000 - �6 00 CO INV.= 620. O`6 , ``� ,., / a _ • / \\ �C_ 24 s IA--0 / \` LE Qioo=1853cfs i ii 2 0 37 C 4.3& '� . / V.=2622.48 \ N99856.46 E100127.71 30 i in 6 00 00 z 31 KEYNOTES: �Q- oC _ o 16 co --------- -- Q ---gL� -----^ + \\ 5 � N00`05'30"W (BASIS OF BEADING) y4 yr \ `� _ _ 148.01(My---__-// 1 229492(M)I / \ 18 4 22 608.66(M) 610.72(R) 41 15 � � - - � N100465.12 / � 27.28( � 6 ` SUNNYSLOPE TOWNHOUSES 13 / 11 BK. 22, PG. 67 M&P N N E100126.73 12 (v 3970 ' - DEVELOPMENT PLAN 0 09 9 4/ 1 cs S S � / -- EX STORM INLEt SCALE: 1" = 30' cn 1 T/G=21.23 CONTOUR INTERVAL = 1' O1 6" x 12" CONCRETE HEADER 23 ORNAMENTAL METAL FENCE O2 CONCRETE CURB 24 EXISTING 24" CMP OCONCRETE SIDEWALK 25 EXISTING STORM INLET (SEE DTL A/3) T/G=21.23 INV=19.00 RETAINING WALL 26 12'x35' LOADING/UNLOADING ZONE OTRASH ENCLOSURE 27 EXISTING SEWER MANHOLE (SEE DTL E/3) T/G=24.49 INV=2617.39(AT BENCH) O6 OUTDOOR STORAGE ENCLOSURE 28 FOUND ADOT BCSM O NEW SIGNAGE 29 FOUND PK NAIL & TAG PLS 22245 3.34' NE OF CORNER OEX. ORO VALLEY 30 FOUND 1 /2" I.P. SE CORNER MONUMENT SIGN NE4. NW4 SECTION 25 O9 SITE VISIBILITY TRIANGLE 31 FOUND BCSM BK. 3, PG. 68 M&P 10 VERTICAL CURB TERMINAL SECTION PER PC/COT STD DTL 212 32 HANDICAP RAMP (SEE DTL G/3) 11 15' LANDSCAPE BUFFER 10'X6' RIP -RAP SPILLWAY 12 25' BUILDING SETBACK 33 D50=6" TH=1' OVER FILTER FABRIC 34 FIRST FLUSH CATCH BASIN 13 0.26' WALL ENCROACHMENT (SEE DTL B/3) 35 HANDICAP PARKING SIGN O14 30' LANDSCAPE BUFFER (SEE DTL C/3) EXISTING 8' WALL OPENING 36 TYPICAL PARKING SPACE 15 O ACCEPTS 22.6 CFS FROM OFFSITE (SEE DTL D/3) 1' MINIMUM, TRIM, TACK 37 TYPE 2 BICYCLE PARKING OSAWCUT 16 AND JOIN TO EXISTING PAVEMENT (SEE DTL H/3) 17 60' BUILDING SETBACK 38 4"HCS, LENGTH, SLOPE AND BEARING AS NOTED SEE SEWER LINE TABLE 18 LIMITS OF DISTURBANCE 39 CONNECT TO EXISTING GAS MAIN 20' ADOT DRAINAGE CHANNEL ESMT COORDINATE CONNECTION WITH SOUTHWEST GAS 19 DKT. 6334, PAGE 1071 40 O CONCRETE BOX CULVERT (APPROX. LOCATION 20 100 YR WATER SURFACE ELEVATION TO SHOW BASIS OF ELEVATION 41 10'X10' DUMPED RIP -RAP SPILLWAY 21 GAS MARKER D50=6" TH=1' OVER FILTER FABRIC 22 DECORATIVE SCREEN WALL 42 36 L.F. 12" CMP @ 2.5% SEWER LINE TABLE LINE # LENGTH BEARING SLOPE 2 176.67 N25°56'30"E 1.0% S2 190.38 N00°00'00"W 1.0% S3 188.32 N00°00'00"W 1.0% S4 32.00 S89°59'56"E 2.0% INV=19.00 25 1 8" INVERT=2616.67± ° EX 8" VCP 4" INVERT=2617.00± 1 o EX MH 5323-03 380 FT @ 0.4 RIM=2624.49 27 BENCH ELEV=2617.39 INV=2616.56± EX 8" VCP 109 FT @ 1.57% EX MH 5323-04 RIM=2625.10± INV=2618.27± �e `r e r r , e � e � e e ' r r r r � r e e , FD BCSM i' r N1 /4 COR SEC 25 r e e f e r r e rr 430'± - W r � CIVIL ENGINEER lml rn and Associates, Inca 2210 E. Fort Lowell Road Suite 200 Tucson, Arizona 85719 Phone: (520) 615-9191 Fax: (520) 615-9292 Attn: Darren Watson Z J --J O W CLLU Z wz J -i q ;40 j0 O :�I_ 00' 0-) ­Zt- CO '� (n Owner. N ® THE JOHANSEN GROUP, LLC 6741 N. PLACITA ACEBO ® TUCSON, ARIZONA 85750 PHONE: (520)574-7585 FAX:(520)574-7592 ATTN: TREVORJOHANSEN FD GLO NE COR \ SEC 25 r_ 39724 o wArso� N 0- Issue Date JULY 27, 2007 Revision Date Town of Oro Valley Case Numbers T.O.V. #: OV9-06-01 Sheet Title Sheet Number SHEET 2 of 3 0 s 0 0 N 0 0 0 0 0 0 0 0 GENERAL NOTES: 1. THE GROSS AREA OF THIS DEVELOPMENT IS 56,814.87 SQ FT (1.3 ACRES) AND THE NET BUILDING AREA IS 4,285 SQ FT OR 7.54% OF GROSS AREA. 2. THE EXISTING ZONING IS C-N, PER APPROVED REZONING REQUEST CASE # OV9-06-1. THE PROPOSED USE OF THIS PROPERTY IS AN OFFICE BUILDING. 3. BUILDING SQUARE FOOTAGE IS 4,285 SQ FT. 4. THE PRIVATE DRAINAGEWAY AREA IS 0.08 ACRES. 5. PARKING CALCULATIONS: USE PARKING CALCULATIONS PARKING REQUIRED GENERAL OFFICE 3,565 S.F. @ 3/1000 S.F. 11 RETAIL 720 S.F. @ 4/1000 S.F. 3 EMPLOYEES 8 EMPLOYEES @ 1 PER 2 EMPLOYEES 4 TOTAL PARKING REQUIRED 18 TOTAL PARKING PROVIDED 18 HANDICAP REQUIRED 1 BICYCLE SPACES REQUIRED 2 LOADING SPACES REQUIRED 1 6. THE BASIS OF BEARING: THE EAST LINE OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 12 SOUTH, RANGE 13 EAST, GILA AND SALT RIVER MERIDIAN, PIMA COUNTY, ARIZONA. SAID BEARING BEING N00°05'30"W. 7. THE BASIS OF ELEVATION: A.H.D. BRASS CAP IN HEADWALL OF CONCRETE BOX CULVERT f 430 FEET SOUTH OF HARDY ROAD, ON THE WEST SIDE OF ORACLE ROAD. SAID ELEVATION BEING 2620.35. 8. DEVELOPER WILL COVENANT TO HOLD THE TOWN OF ORO VALLEY, ITS SUCCESSORS AND ASSIGNS, HARMLESS IN THE EVENT OF FLOODING. 9. DRAINAGE WILL NOT BE ALTERED, DISTURBED OR OBSTRUCTED WITHOUT THE APPROVAL OF THE ORO VALLEY TOWN COUNSEL. 10. ALL PRIVATE DRAINAGE IMPROVEMENTS WITHIN THIS DEVELOPMENT WILL BE CONSTRUCTED IN ACCORDANCE WITH APPROVED PLANS. CONSTRUCTION PLANS WILL BE SUBMITTED TO THE TOWN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO ISSUANCE OF ANY PERMITS FROM THE TOWN ENGINEER AND/OR BUILDING OFFICIAL. 11. ON -SITE SANITARY SEWERS, EXCEPT PUBLIC SEWERS WITHIN PUBLIC SEWER EASEMENTS OR RIGHTS -OF -WAY, WILL BE PRIVATE AND WILL BE CONSTRUCTED, OPERATED AND MAINTAINED ON A PRIVATE BASIS. THE LOCATION AND METHOD OF CONNECTION TO AN EXISTING PUBLIC SANITARY SEWER IS SUBJECT TO REVIEW AND APPROVAL BY THE PIMA COUNTY WASTEWATER MANAGEMENT DEPARTMENT AT THE TIME OF SUBMITTAL OF PLUMBING OR BUILDING PLANS. 12. A PROJECT CONSTRUCTION PERMIT MUST BE SECURED FROM PIMA COUNTY WASTEWATER MANAGEMENT DEPARTMENT BEFORE BEGINNING WORK ON THIS PROJECT. 13. ANY WASTEWATER DISCHARGED INTO THE PUBLIC SANITARY SEWERAGE SYSTEM SHALL MEET THE REQUIREMENTS OF THE INDUSTRIAL ORDINANCE (PIMA COUNTY ORDINANCE NO 1991-140, AS AMENDED). 14. THIS PROJECT HAS 29 PROPOSED AND NO EXISTING WASTEWATER FIXTURE UNITS EQUIVALENTS, PER TABLE 13.20.045(F)(1) IN PIMA COUNTY CODE 13.20.045(F). 15. THE LANDSCAPING WITHIN ALL PUBLIC SEWER EASEMENTS SHOWN HEREON SHALL BE IN ACCORDANCE WITH THE PLANING GUIDELINES OF PC/COT STANDARD DETAIL WWM A-4. 16. NO PERMANENT STRUCTURES (I.E. MASONRY WALLS, FENCES, ETC.) MAY BE CONSTRUCTED ON OR THROUGH THE PUBLIC SEWER EASEMENTS SHOWN HEREON WITHOUT SEPARATE WRITTEN CONSENT OF THE PIMA COUNTY WASTEWATER MANAGEMENT DEPARTMENT. 17. MAINTENANCE AND OPERATION OF THE PRIVATE SANITARY SEWER TO ITS POINT OF CONNECTION TO THE PUBLIC SEWER IS THE RESPONSIBILITY OF THE PROPERTY OWNER. 18. THIS DEVELOPMENT IS WITHIN THE PLANNED WATER SERVICE AREA OF THE TOWN OF ORO VALLEY WATER DEPARTMENT WHICH IS DESIGNATED BY THE ARIZONA DEPARTMENT OF WATER RESOURCES AS HAVING A 100 YEAR ASSURED WATER SUPPLY. 19. FIRE HYDRANTS CONNECTED TO AN APPROVED WATER SUPPLY OF 1,500 GPM FOR FIRE PROTECTION, EITHER TEMPORARY OR PERMANENT, SHALL BE INSTALLED AND IN SERVICE PRIOR TO COMBUSTIBLE MATERIAL DELIVERY TO THE SITE. TEMPORARY CONSTRUCTION OFFICE TRAILERS ARE CONSIDERED COMBUSTIBLE MATERIALS. 20. APPROVED FIRE APPARATUS ACCESS ROADS SHALL BE INSTALLED AND IN SERVICE PRIOR TO COMBUSTIBLE MATERIAL DELIVERY TO THE SITE. 21. AN APPROVED AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED THOUGH OUT THE BUILDING. 22. TEMPORARY STREET SIGNS SHALL BE INSTALLED AT EACH INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS ALLOW PASSAGE OF VEHICLES. ALL STRUCTURES UNDER CONSTRUCTION SHALL BE CLEARLY IDENTIFIED WITH AN APPROVED ADDRESS. 23. DESIGN SPEED: 25 MPH DESIGN VEHICLE: SU-30 24. ANY RELOCATION, MODIFICATION, ETC., OF THE EXISTING UTILITIES AND/OR PUBLIC IMPROVEMENTS REQUIRED BY THIS DEVELOPMENT WILL BE AT NO EXPENSE TO THE PUBLIC. 25. APPROVED IMPROVEMENT PLANS AND APPROVED ASSURANCES WILL BE REQUIRED PRIOR TO ISSUANCE OF GRADING PERMITS. 26. THE PROPERTY OWNER, HIS SUCCESSORS OR ASSIGNS AGREE TO 1) KEEP ALL REQUIRED LANDSCAPED AREAS MAINTAINED, 2) REPLACE ANY DEAD PLANT MATERIALS WITHIN 90 DAYS AND 3) MAINTAIN THE IRRIGATION SYSTEM IN PROPER WORKING CONDITION. 27. REFERENCE OV9-06-01 FOR CONDITIONS OF REZONING AND GENERAL NOTES ASSOCIATED WITH THIS DEVELOPMENT. 28. THE PROPERTY OWNER WILL ACCEPT RESPONSIBILITY FOR MAINTENANCE, CONTROL, SAFETY AND LIABILITY OF PRIVATE DRAINAGEWAYS, DRAINAGE EASEMENTS AND COMMON AREAS. 29. THE APPLICANT SHALL BE RESPONSIBLE FOR ALLOCATING ONE (1) PERCENT OF THE COST OF ALL PRIVATE PROJECTS TO PROVIDE FUNDING FOR PUBLIC ART. 30. ANY LIGHTING TO ILLUMINATE PARKING SPACES AND DRIVES SHALL BE DESIGNED IN ACCORDANCE WITH THE ORO VALLEY TOWN STANDARDS. THE AT 0k BK. DEVELOPMENT PLAN FOR THE GARDEN GATE PORTION OF SECTION 25, T-12-S, R-13-E, G.&S.R.M. TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA JULY 2007 SCALE: 1" = 100' PROJECT OVERVIEW GENERAL NOTES (CONT.): 31. WALL MATERIALS SHALL BE APPROVED BY THE DEVELOPMENT REVIEW BOARD AS PART OF THE FUTURE ARCHITECTURE SUBMITTAL. 32. GROUTED ROCK RIP -RAP, HAND PLACED RIP -RAP AND/OR GUNITE SHALL BE EARTH TONED. 33. NO LEFT TURNS SHALL BE PERMITTED FROM THE INGRESS/EGRESS POINT ON THE SITE. SIGNAGE AND/OR STRIPING WILL BE AS APPROVED BY ADOT. 34. NO CERTIFICATES OF OCCUPANCY SHALL BE ISSUED UNTIL AFTER THE PUBLIC SEWER EASEMENT, SHOWN HEREON, HAS BEEN RECORDED. 35. THE FOLLOWING RESTRICTIONS SHALL APPLY TO LIGHTING-: A. NO LIGHT POLES WILL BE UTILIZED. B. FULLY SHIELDED SCONCE LIGHTING ALONG THE BUILDING WILL BE PROVIDED. C. PARKING LOT LIGHTING SHALL BE RESTRICTED TO THREE FOOT (3') HIGH BOLLARDS. D. FULLY SHIELDED SAFETY LIGHTS WILL BE PROVIDED BENEATH THE CANOPY IN THE LANDSCAPE DISPLAY AREA. 40. ALL AREAS DISTURBED BY CONSTRUCTION OPERATIONS THAT ARE NOT TO BE HARDSCAPED OR PAVED WILL BE REVEGETATED AND LANDSCAPED UTILIZING XERISCAPE PRINCIPLES INCLUDING DECOMPOSED GRANITE AND DECORATIVE ROCK FOR DUST CONTROL. THE GENERAL TYPE OF PLANT MATERIALS WILL BE BOTH NATIVE SONORAN DESERT SPECIES AND NON-NATIVE SPECIES. ALL PLANT MATERIALS AND LANDSCAPE AREAS WILL RECEIVE SUPPLEMENTAL WATER VIA AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 41. REFER TO THE OV9-06-013 REZONING FOR PARCEL #225-13-004C, LOCATED AT THE SOUTHEAST CORNER OF NORTH ORACLE ROAD AND CALLE DIAMANTE, FOR CONSISTENCY IN DEVELOPMENT. 42. ANY CHANGE IN USE FOR THIS SITE (PARCEL # 225-130-04C) REQUIRES A NEW TRAFFIC ANALYSIS TO BE SUBMITTED TO ADOT FOR REVIEW. IF THE TRAFFIC REVIEW BY ADOT DETERMINES THAT A SEPARATE RIGHT -TURN LANE IS REQUIRED, SAID IMPROVEMENTS TO ORACLE ROAD SHALL BE INSTALLED AND SHALL BE THE RESPONSIBILITY OF THE NEW DEVELOPER/PROPERTY OWNER OF THE SITE. 1A11Q 24 LINDAVISTABLw. NO 24 19 2 VISTA MO ff R1-7 R1-144 F LINDA VISTA CITRUS TRACTS LINDA VISTA CITR TRACTS CO R1-144 LINDA 6/79M8P Tom- Psc z 3"=1 MILE sn9 M8P (225-11) HOUSES 0 (225-11) R1-144 No.z NO.2 R1-144 o STATE LAND CALLE CONCORDIA Q Z 0 o THIS ^P° �° a R1-36 R-S VISTA R1-144 MOUNTSHADOW ESTATES ATES ELW R,_36 TWI PROJECT (22) m J MOUNT EXISTING ZONING OF 13/75 M8P C-1 PROJECT SITE: CN 22no M8P � cLE 7770 M8P 3 R� EAS-. R1-36 (225-„ 14M M$P (225-12) 19 HARDY ROAD R136 30 R1"(22519)u M _ u CR-1 u ESL 1 1 M (22514) RANCHO FEL¢ LOTS153352 RANCHO FEL¢ R1 144 (zzrr1 1VMM&P 24 LOTS 353-M SUNNYSLOPE CORONADO NATIONAL FOREST I R� 29124 M LOTS 3-59 F co FAIRIiAVEN CASITAS R1-36 LOT 2 (225,9) 27155 M8P z EL ORO , FAI VGE .51f71� C-1 AMEN D ��MBP 14l59 ry (LOTS 1AC R1-36 (225-17) z3168 M$P LOTS 107-221 = o FEDERALLAND z a (225- ` 1-75 g (22519) R$ RI-,3 CHOCATALINA z RANCHO RANCHO 0 Z R1-144 LOT3 AC. RANCHO O FELIZ TALINACATALINA TOWN• CATCITRUS HOUSES TI-23I30M8P FEL¢ 42M8P -1 LOTS 116-152 1 LOTS " 1-149 LOTS 1- L 15 S 157/17 M8P M$p 43.15 ' - COBO CATALINA HILLS MA -C,R1-144 (225.19) 12M8P MAGEE ROAD LOTS1-51 13�0 MAGEE ROAD 17/60M8PMAGEE ROAD YUCAESTA 36` p�{ESS CRA 36 31GA`°TS'_ 8P 11 ADOBES PLAZA C-2 w (22s l "�' CR-1 CASAS DNDAS ADDITION M8P 391086 BONITA ACRES M8P 151620 ESCONDIDO PLAZA NOW LOTS 1-5 SUFFOLK UFFOLK HILLS M8P 14l017 Hius w O woPAWH z z � LOTS;I M8P 24Po25 SR c o° sswcs C-2 61 SUFFOLK HILLS CR-1 M8P 13l043 SUFFOLK CR-1 �+errwi7 usv CATALINA SR HARELSON CITRUS HILLS ESTATES M8P O6I024 ESTATES RESUB M8P 161020 M8P 13/018 M8P 15f019 CR-1 MAP I (axa� ims-n,rss� LOCATION MAP SCALE: 3"=1 MILE BEING A PORTION OF SECTION 25, T-12-S, R-13-E G&SRM, ORO VALLEY, ARIZONA LATITUDE: 32°21'47.9" LONGITUDE:-11005813.0" SOURCE OF DATUM: PIMA COUNTY GIS PIMA COUNTY DISTRICT 1 LINETYPE AND GENERAL SYMBOL LEGEND EXISTING 1' CONTOUR INTERVAL - - - - - -2625- - - - - - - EXISTING 5' CONTOUR INTERVAL 25 PROPOSED CONTOUR - - - - PROPERTY LINE SECTION LINE - - LIMIT OF DISTURBANCE EXISTING EDGE OF PAVEMENT SIGHT VISIBILITY TRIANGLE BUILDING SETBACK /BUFFERYARD LIMITS BUILDING OVERHANG 100 YEAR WATER SURFACE ELEVATION LINE _ BOX CULVERT EXISTING SEWER MANHOLE Q FOUND SECTION CORNER FOUND AS NOTED © SET 1 /2"I.P. RLS 33308 o CALCULATED POINT (M) MEASURED DISTANCE (R) RECORD DISTANCE 25.62 PROPOSED SPOT ELEVATION = O PARKING COUNT BASIS OF ELEVATION CIVIL ENGINEER 2210 E. Fort Lowell Road Suite 200 Tucson, Arizona 85719 Phone: (520) 615-9191 Fax: (520) 615-9292 Affn• rhrrnn Mhnfenn LU 0 w Owner.• THE JOHANSEN GROUP, LLC 6741 N. PLACITA ACEBO TUCSON, ARIZONA 85750 PHONE: (520)574-7585 FAX:(520)574-7592 ATTN: TREVOR JOHANSEN ��� c C A TF � 39724 V° DARKEN M. o WATSON RAW EARTHWORK QUANTITIES: SHEET INDEX: Issue Date C.Y. CUT (APPROXIMATE) 2 COANR JULY27, 2007 C.Y. FILL (APPROXIMATE) 3 DETAILS f+�r, ACCEPTED: Revision Date PIMA COUNTY WASTEWATER MANAGEMENT DEPARTMENT JU` 2 7 21 2 ro DATE (' V- //,_ " Town of Oro Valley Case Numbers T.O.V. #: OV9-06-01 I, CLERK OF THE TOWN OF ORO VALLEY, HEREBY CERTIFY THAT THIS DEVELOPMENT PLAN WAS APPROVED BY MAYOR AND COUNCIL OF ORO VALLEY ON THE DAY OF , 2007. CLERK, TOWN OF ORO VALLEY DATE Sheet Title Sheet Number SHEET 1 of 3 TENTATIVE DEVELOPMENT PLAN FOR 0 FD 5/8" I.P. Q:) SW COR NE4,NW4 0 \ \ \ SEC 25 g I EXISTING HEADWALL J/ 411 CO v, h FLj CONC NAIL & TAG PLS 22245 R/o/y 0. � . 011- 7 h, GAS MARKER EXISTING MONUMENT SIGN ) 0 SVT LIMIT OF C-1 V DISTURBANCE COMMERCIAL 100YR FLOODPLAIN,, LANDSCAPE. THE SHOPPES AT C* co P7 AREA THE GARDEN GATE N GENERAL NOTES 1. GROSS AREA OF PROPERTY TO BE REZONED IS 56,814.87 SF (1.3 ACRES). 2. ZONING REQUEST FROM R1-144 TO CN. 3. GROSS FLOOR AREA IS 4,285 SF. 4. FLOOR AREA RATIO IS 0.08. MAXIMUM FAR ALLOWED IN CN ZONE IS 0.20. 5. MAXIMUM BUILDING HEIGHT IS 18'. THE MAXIMUM BUILDING HEIGHT PER ORSCOZ IS 181. 6. PARKING SPACES PROVIDED: PARKING SPACES 17 ACCESSIBLE SPACES 2 TOTAL 19 7. TOTAL AREA OF UNDISTURBED NATURAL OPEN SPACE 17,503.52 S.F. / 0.40 ACRES. 8. TOTAL PROVIDED OPEN SPACE 18,760.46 S.F. / 0.43 ACRES. 9. NO EXISTING FLOODPLAINS WILL BE ALTERED WITH THIS PLAN. 10. WATER SERVICE PROVIDER FOR THIS PROJECT IS ORO VALLEY WATER UTILITY. LINETYPE AND GENERAL SYMBOL LEGEND EXISTING VCONTOUR INTERVAL EXISTING 5' CONTOUR INTERVAL PROPOSED CONTOUR PROPERTY LINE SECTION LINE LIMIT OF DISTURBANCE EXISTING EDGE OF PAVEMENT SIGHT VISIBILITY TRIANGLE BUILDING SETBACK/BUFFERYARD LIMITS BUILDING OVERHANG 100 YEAR FLOODLINE LIMIT LINE BOX CULVERT EXISTING SEWER MANHOLE FOUND SECTION CORNER FOUND AS NOTED SET 1/2 I.P. RLS 33308 PROJECT LOCATION HARDY PLACE BILK 1 SUNNYSLOPE TOWNHOUSES 23 24 (226-15) 31195 M&P LOTS 119122/67 M&P (225-14) 21 -smL o TL0Ts' 1712m& � LOTS LOTS 3123-311 PMRIH01EN VILLA CASI �WL C ELFAIRHAAVEN OR VILLAGE 25175 T A&P 14/59 P ary (225-15Y CATA- LINA TRACTS 6124 M&P (225-14) LOT,ji , LAZA SERE 145 34 57/17 M&P N� M&P -5 7 2 6 ;577111 �m&P 35 36 24 19 ?p 'C J30 LUNNYSLOPE� If IY LOTS 3-59 LOT 2 J 10,41 AC (2 2 17 ' 2 M &P 23f68 M&P LOT S -2 LOTS 107-221 ,7 NCHOCATALINA t(225-17) LOT ' 43.43 AC RANCHO 0 CAT NA r S8T, 1_106 S T211�30 A&P LOT OT4 I__ 43.15AC. 25t3O 361-3-1 BEING A PORTION OF SECTION 25, T-12-S, R-13-E G&SRM, ORO VALLEY, ARIZONA LOCATION MAP SCALE: 3"=1 MILE C:) El CALCULATED POINT (M) MEASURED DISTANCE OWNER / APPLICANT CV R) RECORD DISTANCE The Johansen Group, LLC j0f 6741 N. Placita Acebo Tucson, AZ 85750 ORACLE ROAD X Phone: (520) 574-7595 NOTE: NO BUFFER YARD REQUIRED BETWEEN -9678 Fax: (520) 629 COMMERCIAL USES `LANDSCAPE Attn: Trevor Johansen AREA LIMIT OF DISTURBANCE ; 4C40T, ADOT DRAINAGE ------- "IV PLANNER/ LANDSCAPE ARCHITECT LANDSCAPE AREA CHANNEL DKT 6334, b /JAIL PG 1071 A A.Icv; �0 N'8-9*49'57"E 2 5.9 4' FNj�04611 ,?00F)y t� Y? . Q PROPOSED MONUMENT SIGN IV- 40 0) 109.39, - ---- ----- JOY, C) No is DESIGN PROPOSED� 0 418 N. Toole Ave. BUILDING LANDSCAPE --- ------ - 4f) 4285 sq. ft. AREA Tucson, AZ 85701 rF f.f.e.=27.5 Ph: 520 622-9565 SIDEWALK Fax: 520 622-8316 __7 PROPOSED E -design.com www.norris MASONRY Attn: Pete Graham ®. 1Z_ - SCREEN WALL LANDSCAPE _.1. '•'l . I _­ ­%��BLE & TELE. TYP. LANDSCAPE ISLAND AREA ARCHITECT 11AIC %ki FD BCSM Kevin Howard Architects N1/4 COR 4547 E. Fort Lowell, Suite 421 FID 1/2" I.P. 12'HT. RETAINING (jCn Uj "w rj �e I SE CCWALL U_ U_ M Co NE4,NW4 COVERED J M W W SEC 25 < U) STORAGE AREA LANDSCAPE AREA CN EXISTING MASONRY SCREEN WALL 0.26'ENCROACHMENT LIMIT OF DISTURBANCE S00*0530E SEC 25 Tucson, Arizona 85712 608.66(M) 610.72(R) 148.01(N4) (520) 322-6800 PROPERTY LINE Phone: (520) 322-6812 (n UJI Fax. b LL_ co U_ --- oc LU ---- Attn: Kevin Howard SHADE STRUCTURE W LU U) > TRASH ENCLOSURE CN CIVIL ENGINEER PROPOSED MASONRY WALL S V Kimley-Horn and Associates MULTI -FAMILY X RESIDENTIAL R-6 0 1860 E. River Road, Suite 100 0 0 > Tucson, Arizona 85718 SUNNYSLOPE TOWNHOUSES BK. 22, PG. 67 M&P TENTATIVE DEVELOPMENT PLAN NOTES 1. ALL AREAS DISTURBED BY CONSTRUCTION OPERATIONS THAT ARE NOT TO BE HARDSCAPED OR PAVED WILL BE REVEGETATED AND LANDSCAPED UTILIZING XERISCAPE PRINCIPLES INCLUDING DECOMPOSED GRANITE AND DECORATIVE ROCK FOR DUST CONTROL. THE GENERAL TYPE OF PLANT MATERIALS WILL BE BOTH NATIVE SONORAN DESERT SPECIES AND NON-NATIVE SPECIES. ALL PLANT MATERIALS AND LANDSCAPE AREAS WILL RECEIVE SUPPLEMENTAL WATER VIA AN AUTOMATIC UNDERGROUND IRRIGATION SYSTEM. 2. "DRAINAGE WILL REMAIN IN ITS NATURAL STATE AND WILL NOT BE ALTERED, DISTURBED, OR OBSTRUCTED OTHER THAN AS SHOWN ON THIS TENTATIVE DEVELOPMENT PLAN." 3. THERE IS NO EXISTING SEWER WITHIN THE SITE. THERE IS A PUBLIC SEWER MANHOLE AT THE NORTHERN CORNER OF THE PROPERTY AT CALLE DIAMANTE WITHIN THE COMMON AREA OF SUNNYSLOPE TOWNHOUSES WHICH WILL BE THE POINT OF CONNECTION FOR THE SEWER UTILIZED FOR THIS PROJECT. 4. THERE IS NO EXISTING WATER MAIN ADJACENT TO THE SITE THEREFORE A NEW 161, WATER MAIN IS PROPOSED FOR CONSTRUCTION WITH A CONNECTION TO THE EXISTING MAIN AT HARDY ROAD AND PROCEEDING SOUTH WITHIN THE ADOT RIGHT OF WAY. 5. IF THE PROJECT RECEIVES REZONING AND DEVELOPMENT PLAN APPROVAL THE PROJECT COULD POSSIBLY BREAK GROUND IN 2008. o FID 1/2" I.P. %_j Phnnam (r;qn) rzir,-gial RLS 13178 Fax: (520) 615-9292 0 Attn: Dave Martin BASIS OF BEARING & ELEVATION THE BASIS OF BEARING IS THE EAST LINE OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 25, TOWNSHIP 12 SOUTH, RANGE 13 EAST, GILA AND SALT RIVER MERIDIAN, PIMA COUNTY, ARIZONA. SAID BEARING BEING N00005'30"W. THE BASIS OF ELEVATION IS A.H.D. BRASS CAP IN HEADWALL OF CONCRETE BOX CULVERT 430 FEET SOUTH OF HARDY ROAD, ON THE WEST SIDE OF ORACLE ROAD. SAID ELEVATION BEING 2620.35 FEET. 0 15, 30' 60' NORTH SCALE: 1 ":--30' ISSUE DATE 01-25-2006 TOWN OF ORO VALLEY REVIEW TENTATIVE DEVELOPMENT PLAN THE GARDEN GATE A PORTION OF SECTION 25, T.12S., R.13E. G. & S.R.& M., TOWN OF ORO VALLEY, ARIZONA REZONING FROM R1-144 TO CN CONTOUR INTERVAL=1' T.O.V. CASE #: OV9-06-01 i . NATIVE PLANT PRESERVATION PLAN FOR GENERAL NOTES 1. AS REQUIRED BY THE TOWN OF ORO VALLEY, A NATIVE PLANT PRESERVATION AND SALVAGE PLAN HAS BEEN PREPARED BY NORRIS DESIGN FOR THE GARDEN GATE SITE. A SITE INSPECTION AND INVENTORY OF ALL PROTECTED TREES (3 INCH CALIPER OR GREATER), MULTIPLE TRUNK PLANTS (3 INCH COMBINED CALIPER OR GREATER) AND CACTI PER ORO VALLEY CODE, SECTION 27.4, WAS CONDUCTED BY NORRIS DESIGN. 2. THE GARDEN GATE SITE IS WITHIN THE ORACLE ROAD SCENIC CORRIDOR OVERLAY DISTRICT AND SHALL FOLLOW ALL APPLICABLE CODE (SECTION 24.5). 3. AREA CALCULATIONS: TOTAL SITE AREA- 57,492.00 SQ. FT. GRADED AREA: 44,860.00 SQ. FT. UNDISTURBED AREA: 12,632.00 SQ. FT. 4. THIS PLAN SHOW:; APPROXIMATE LOCATIONS OF PLANTS SUBJECT TO THE CODE MENTIONED ABOVE. ALL TREES, SAGUARO, AND BARREL CACTI SUBJECT TO INVENTORY PER THE SALVAGE:- CODE HAVE BEEN FLAGGED WITH COLORED RIBBON PER THIS CODE. ALL OTHER PLANTS SUBJECT TO INVENTORY HAVE BEEN INVENTORIED, MAPPED AND/OR DESCRIBED HEREIN. 5. TAGS (PLASTIC TAPE) SHALL BE COLOR -CODED ACCORDING TO THE FOLLOWING SCHEDULE: EXISTING NATIVE PLANTS TO TRANSPLANT ON SITE................BLUE (TOS) EXISTING NATIVE PLANTS TO PRESERVE IN PLACE..................WHITE (PIP) EXISTING NATIVE PLANTS TO REMOVE FROM SITE...................RED (RFS) 6. 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. 7. THE SALVAGED VEGETATION PER THIS PLAN WILL BE STORED WITHIN THE GARDEN GATE SITE ,AND WILL BE WATERED WITH A TEMPORARY DRIP IRRIGATION SYSTEM AND MAINTAINED UNTIL TRANSPLANTED ONSITE OR THE SALVAGED VEGETATION WILL BE SPADED DIRECTLY TO THEIR NEW LOCATIONS. THE TEMPORARY NURSERY WITHIN THE GARDEN GATE SITE SHALT_ BE MONITORED BY A LANDSCAPE ARCHITECT, OR A QUALIFIED NURSERYMAN. IT SHALL BE MAINTAINED PER OVZCR 27.4. 8. PRIOR 1-0 ANY SITE DISTURBANCE, THE AREAS DESIGNATED TO REMAIN IN PLACE SHALL BE FENCED OR TAPED OFF FOR PROTECTION DURING THE GRUBBING AND GRADING OPERATIONS. THE OWNER SHALL BE RESPONSIBLE FOR MAINTAINING THIS BOUNDARY LINE. IN NO CASE MAY NATIVE UNDER -STORY PLANTS BE REMOVED, DESTROYED, OR RELOCATED FROM AN EXISTING STAND OF NATIVE PLANTS, WHICH IS TO BE PRESERVED IN PLACE. 9. PRIOR TO ANY SALVAGE, TREES SHALL BE TAGGED IN ACCORDANCE WITH SECTION 27.4 AND INSPECTIONS, AS REQUIRED BY THAT SECTION, SHALL BE PERFORMED BY THE TOWN'S ZONING INSPECTOR. PRIOR TO ISSUANCE OF GRADING PERMITS, THE ZONING INSPECTOR SHALL INSPECT THE SITE AND IF ADDITIONAL PLANTS ARE DEEMED SALVAGEABLE OTHER THAN THOSE TAGGED, THEN THOSE PLANTS SHALL BE EITHER SALVAGED OR BOXED, AS NECESSARY. 10, NON-COMPLIANCE WITH THE APPROVED NATIVE PLANT PRESERVATION PLAN AND / OR DESTRUCTION OF PROTECTED PLANTS SHALL RESULT IN FINES IN ACCORDANCE WITH SECTION 27.4 OF THE OVZCR. 11. ALL NATIVE VEGE i-ATION MITIGATION, SALVAGE, AND PRESERVATION PLANS SHALL BE INTEGRATED INTO THE GARDEN GATE LANDSCAPE PLAN. 12. ADDITIONAL PLANTS MAY BE DEEMED SALVAGEABLE BY THE ZONING INSPECTOR, AND SHALL BE SALVAGED. 13. ANY BOXING PRIOR TO THAT TIME WHEN THE APPLICANT MAY APPLY FOR A GRADING PERMIT SHALL BE APPROVED BY THE PLANNING AND ZONING ADMINISTRATOR AND WILL BE PERFORMED AT THE APPLICANT'S OWN RISK. TOWN OF ORO VALLEY NATIVE PLANT PRESERVATION SALVAGE AND MITIGATION PLAN APPROVED BY: 100 YR WATER SURFACE ELEVATION LINE THE SHOPPES AT ORACLE ROAD NOTE: NO BUFFER YARD REQUIRED BETWEEN COMMERCIAL USES ENCLOSED STORAGE AREA fu I Sol - _Rq EXISTING HEADWALL -EXISTING CONCRETE -LINED CHANNEL 60' BUILDING \\ SETBACK I wcr_ L7� I uj z c� - Z HT. � = CID RETAINING Zz CIDm � WALL t Q �0 N EXISTING MASONRY SCREEN WALL PROJECT OVERVIEW SCALE- 1" = 50' 9)y,1CZ,,SC6 R N�c CO Q,qD 200, y ��'RIA W. GRADING LIMIT SIDEWALK PROPOSED SIGNAGE -PROPOSED MASONRY AND VIEW FENCE WALL _1 nm\ SHADE STRUCTURE TRASH ENCLOSURE PROPOSED MASONRY WALL ANTICIPATED MITIGATION OF SIGNIFICANT VEGETATION BASED ON 62% OF' V DISTURBED (TREE MITIGATION RATIO - 2:1) SPECIES # RFS MITIGATION 36" BOX 48" BOX UP* Acacia greggii (AG) %�ti' /��' 1 2 1 1 10 Parkinsonia florida (PF) 6' ``'�` 1 2 1 1 10 Parkinsonia microphyllum (PM)-r` 13 26 13 13 130 Prosopis velutina (PV) Try tee rlu 8 4 4 40 Total 19 38 19 19 190 *UP: Understory Plants MITIGATION: NATIVE PLANT PRESERVATION PLAN PLANNING & ZONING ADMINISTRATOR DATE SPECIES # RFS MITIGATION 17 SIZE 24" box UP* 85 Acacia constricta (AC) 7 Celtis pallida (CP) 1i--,44e :�y 6 6 5 gal NA Ferocactus wislizenii (FVV) i:s,Av4 ' 1 1 10" NA Total 24 24 85 *UP-. Understory Plants HARDY PLACE BLKI SUNNYSLOPFTOVJNHOUSES 23 24 (225-15)31l95M&P LOTS 1-91 7?167M&P(225.14) 2449 26 2. =T jF�7�,�a - - SLOPE 25130 J l� J1111t LOTS 1.9 , L (225-19) PROJECT LOCATION -'L RANCHO F�� 225_,4 J 18134 NNYSL LOt535&389 SUNNYSLOPE 2912 LOTS 3S9 .n _ IRHAVEN VILLA CASITAS l LOT 2 Cr n EL ORO : L1� 4 i AC u�. FAIRHAVEN %`)2 0 STE . 225-17) I, w VLLAGE df/ a AMF, u' c M&P �� �_ O LOTS 107- 'li 1M59 P ��„S (225-15,� z LOTS x;: C_ O � r 1-]5 I VERDE NCHOCATALINA 0 LOT 3 ---- "ATA- 43.43AC. 225-17 I INA � ) RANCHO ATALINA_.-- , I04VN- CATA�Y!IA r,ITRUS �'--- TRACTS HOUSES L TS 1-106 (225-14) t .1 Lot 4 LAZA SER 1-149 �57f17Id8P--��43.15 AC. ��ABP 26 1�A . fff , 25T_ 25 30 35 36 36 31 BEING A PORTION OF SECTION 2t T-12-S, R-13-E G&SRM, ORO VALLEY, ARIZONA LOCATION MAP SCALE- 3"=1 MILE OWNER / APPLICANT The Johansen Group, LLC 6741 N. Placita Acebo Tucson, AZ 85750 /- 30' LANDSCAPE 520 574-7585 `' �-�� Phone: ( ) BUFFER ` Fax: (520) 574-7592 Attn: Trevor Johansen Rop 7- y LANDSCAPE ARCHITECT PROPERTY LINE � NOKKIS DESIGN __ GRADING LIMIT �� ��P 11 ®` 418 N. Toole Ave. �° -�� Ic�rF Tucson, AZ 85701 ° ? 41539 Ph: 520 622-9565 SJACIY JOHNSON y o D7 Fax: 520 622-8316 \A1EAKS SUNNYSLOPE TOWNHOUSES �� www.norris-design.com S79neIli Z�A BK. 22, PG. 67 M&P Attn: Stacey Weaks=°h�A• `� MULTI -FAMILY RESIDENTIAL R-6 ARCHITECT LINETYPE AND GENERAL SYMBOL LEGEND EXISTING V CONTOUR INTERVAL -- __2625— — _ - " EXISTING 5' CONTOUR INTERVAL 2625 __. - PROPOSED CONTOUR -- PROPERTY LINE -- ----- SECTION LINE — — — -- GRADING LIMIT (LIMIT OF DISTURBANCE) EXISTING EDGE OF PAVEMENT j SIGHT VISIBILITY TRIANGLE - — — — BUILDING SETBACK/BUFFERYARD LIMITS - - — — -- — -- -- — - BUILDING OVERHANG 100 YR WATER SURFACE ELEVATION LINE �\ SIGNIFICANT VEGETATION (SV) TO BE PRESERVED IN PLACE CALL TWO WORKING DAYS BEFORE YOU DIG 1-800-STAKE-IT ' .l ARIZONA BLUE STAKE NATIVE PLANT PRESERVATION PLAN THE GARDEN GATE A PORTION OF SECTION 25, T.12S., R.13E. G. & S.P..& M., TOWN OF ORO VALLEY, ARIZONA JULY 26, 2007 CONTOUR!NTERVAL=1' T.O.V. CASE #: SHEET 1 OF 2 Kevin Howard Architects 4547 E. Fort Lowell, Suite 421 Tucson, Arizona 85712 Phone- (520) 322-6800 Fax: (520) 322-6812 Attn: Kevin Howard CIVIL ENGINEER Kimley-Horn and Associates 2210 E. Fort Lowell Road, Suite 2C 0 Tucson, Arizona 85718 Phone: (520) 615-9191 Fax- (520) 615-9292 Attn: Darren Watson APPROVED E Y: TC/PMR$BOA } D T — PZ PROJECT MA AGER ISSUE DATE JULY 26, 2007 TOWN OF ORO VALLEY REVIEW Sheet Ti `le NPPP COVER SHi=ET Sheet Nurr aber OF 7 C--1 CD' COMMERCIAL 9R`�- Q THE SHOPPES AT i Y i �_ Sc ORACLE ROAD 2QQ► R 0 OR NOTE: NO BUFFER YARD �-.,/ REQUIRED BETWEEN COMMERCIAL USES GRADING LIMIT GRADING LIMIT r-trtfllg- \FW132 AC126! 'rw� PM118- AG127® ' \ i FW116 /" -- RC128 ,/* 41'FWi1i ■ 82 li-F' �,�`•`v,;�� r n f� AC6 - W 120■ P/8`A` FW111-e �,�\-__ PMS� FW53 ®AG8rY�f� P ® FWW 1 ■ \ 01113- ,- )t' F1 11 FW55 �FW156 AC134� a>> ", .,r __ _.NI:FW57 0PM7 t, ' PV110 PM135 ■ / AC73W7 r '® '- FW560�FW54 0 l �4-' f i ■ FUIl86 FVI�I 6 FVV7ni# FW11 I `. ■'PV85 ® AC109 ` ''- �■ )6140 b,,f (FW60 ■ , F W/67 y; 6 F-W58 _ • , '� AC � ...." ..._.' • FW26 FW30 ' ` '0`hV89 ■ : �'y �� . _ _ PM12 FW25 ■ .... _ .. G PM31 M- �F _ � F - Z024 23 _ PV41 59 P �■ ■ FW87 1#�PM64 ti , - f�, W14 ■ FW143 �, _ TF_MP HOLDING vURSERY` V� ._�.F1`� PV65 i®fld1 1 ■ F f F1 106,\ I GP97 'ii"�-"/ Phi ` �! WQ7 ' I®PP`_-_ _- ,` P� 1 \\ /`\ '`e, • • n II . A{S99 j CP154 ®� i{ �► PM74 A£66 01*2-- .; FW39 �► AC98 PV 05� PV1531 �: - ��� ■PiGi14 FW20`®', l �W38 - i ��A � ;-'®PM94 �• �,AC152 � ,®��..� - �, t AC101 ®PM100 AC147A ■ AC. 9 PM21 ` ♦ PM75 ■ PM77 FW16 t._ ■ PV14!6 PF 1 CP149 ® - - - I -A AC102 , :r _ ■ 7 ■ PM13 EFVI(i7;' PM19� GP37 ■ `'� r f;- AC104 ®AC10 PM3. AC91 IF `�� --- _ ---_ CP 146 AC 150 �' ♦ A 76 - ■ P M 18 FD 'I/2" I.P. PROPERTY LINE SE COR NE4,NW4 SEC 25 SUNNYSLOPE TOWNHOUSES BK. 22, PG. 67 M&P MULTI -FAMILY RESIDENTIAL R-6 , Acacia constricta (AC) W 01Tt I PORN ALA6.114 TAG # CALIPER HEIGHT CRITERIA RIBBON COLOR SV 6 8 12.0 WHITE 50 10 14.0 WHITE 66 10 14.0 C RED 68 6 12.0 C RED 73 6 8.0 C RED 76 6 8.0 C RED 79 6 8.0 BLUE 91 10 10.0 WHITE 93 10 10.0 B RED 98 10 10.0 B RED 99 4 8.0 A RED 101 4 8.0 C RED 102 4 8.0 A RED 103 8 14.0 F RED 104 8 14.0 F RED 109 6 8.0 C RED 126 8 12.0 WHITE 128 6 10.0 C RED 129 6 10.0 G RED 130 8 14.0 WHITE 133 4 6.0 BLUE 134 4 6.0 BLUE 147 8 12.0 B RED 150 6 16.0 G RED 152 8 16.0 B RED Acacia gr_eggii (AG) A�j 41ff 'f f%RAN kC4-6,1 d, TAG # CALIPER HEIGHT CRITERIA RIBBON COLOR SV _ 8 4 6.0 WHITE 127 6 8.0 C RED Carnegiea gigantea (CG) ��G U� i� 6 TAG # CALIPER HEIGHT CRITERIA RIBBON COLOR SV _ 23 0 1.0 BLUE Celtis pallida (CP) Vf w r i w k 6 1 R R y TAG # CALIPER HEIGHT CRITERIA RIBBON COLOR SV 37 6 10.0 BLUE 48 4 10.0 WHITE 51 6 14.0 WHITE 97 8 10.0 C RED 124 8 10.0 F RED 125 8 10.0 C RED 148 8 12.0 C RED 149 4 8.0 C RED 154 4 8.0 F RED Ferocactus wislizenii (FW) I l5ll /jW�- TAG # CALIPER HEIGHT CRITERIA RIBBON COLOR SV 11 0 2.0 BLUE 16 0 1.0 BLUE 17 0 1.0 BLUE 20 0 1.0 BLUE 25 0 1.0 BLUE 26 0 3.0 WHITE 30 0 1.0 WHITE 38 0 2.0 WHITE 39 0 1.0 WHITE 53 0 2.0 WHITE 54 0 1.0 BLUE 55 0 1.0 BLUE 56 0 1.0 BLUE 57 0 1.0 BLUE 58 0 1.0 BLUE 59 0 1.0 BLUE 60 0 1.0 BLUE 70 0 1.0 BLUE 71 0 1.0 BLUE 72 0 1.0 BLUE 86 0 1.0 BLUE 87 0 1.0 BLUE 96 0 1.0 BLUE 106 0 1.0 BLUE 107 0 1.0 BLUE 108 0 1.0 BLUE ill 0 1.0 BLUE 112 0 1.0 BLUE 113 0 1.0 BLUE 114 0 1.0 BLUE 115 0 1.0 BLUE 116 0 1.0 BLUE 117 0 1.0 BLUE 119 0 1.0 BLUE 120 0 1.0 BLUE 121 0 1.0 BLUE 131 0 1.0 BLUE 132 0 1.0 WHITE 136 0 1.0 BLUE 137 0 1.0 BLUE 138 0 1.0 BLUE 139 0 1.0 BLUE 140 0 1.0 BLUE 141 0 1.0 BLUE 143 0 1.0 BLUE 144 0 1.0 BLUE 151 10 16.0 B RED 155 0 1.0 BLUE 156 0 1.0 BLUE Parkinsonia florida (PF) 6 L Uf Pk () V P01 TAG # CALIPER HEIGHT CRITERIA RIBBON COLOR SV 10 12 16.0 WHITE 34 10 15.0 WHITE 52 12 15.0 WHITE 81 10 10.0 RED 82 4 6.0 BLUE 92 10 12.0 WHITE Parkinsonia microphyllum (PM) Fc�f)rffftts' N ! 0 VMAF TAG # CALIPER HEIGHT CRITERIA RIBBON COLOR SV 5 4 8.0 WHITE 7 4 6.0 WHITE 12 3 5.0 BLUE 13 6 9.0 BLUE 14 10 14.0 BLUE 15 12 16.0 C RED 18 4 10.0 BLUE 19 8 12.0 BLUE 21 4 8.0 BLUE 22 10 14.0 C RED 27 10 14.0 WHITE 31 4 6.0 WHITE 32 6 8.0 BLUE 33 6 8.0 BLUE 35 8 10.0 BLUE 36 14 20.0 WHITE 61 10 18.0 B RED 62 10 18.0 B RED 63 14 22.0 B RED 64 10 16.0 C RED 67 10 16.0 C RED 69 8 12.0 C RED 74 12 12.0 C RED 75 8 10.0 A RED x 77 6 10.0 BLUE 84 4 6.0 BLUE 90 4 6.0 BLUE 94 12 16.0 B RED 95 12 16.0 B RED 100 12 14.0 A RED 118 4 5.0 BLUE 122 8 12.0 WHITE 135 4 8.0 BLUE 145 14 14.0 BLUE PV46 • • PF52 t AC50 • CP51 ! Z049 n ' v 441 -'j FD 1/2" I.P. RLS 13178 AERIAL PHOTOGRAPH IS 2005 SERIES COLOR COVERAGE BY PIMA ASSOCIATION OF GOVERNMENTS Prosopis velutina (PV) OS' 41f) TAG # CALIPER HEIGHT CRITERIA RIBBON COLOR SV 29 14 14.0 WHITE 40 14 14.0 WHITE 41 6 8.0 WHITE 42 6 8.0 WHITE 43 12 14.0 WHITE 44 10 14.0 WHITE 45 6 8.0 WHITE 46 3 6.0 WHITE 47 6 10.0 WHITE 65 10 14.0 A RED 78 12 16.0 BLUE 83 4 6.0 BLUE 85 4 6.0 BLUE 89 4 6.0 BLUE 105 10 14.0 B RED 110 10 10.0 B RED 123 10 14.0 WHITE 142 6 8.0 BLUE 146 4 6.0 BLUE 153 10 12.0 B RED Ziziphus obtusifoiia (ZO) �-khXPi1-w/v TAG # CALIPER HEIGHT CRITERIA RIBBON COLOR SV 24 8 9.0 BLUE 49 8 9.0 WHITE NOTE: CALIPER (INCHES) HEIGHT (FEET) NATIVE PLANT SUMMARY SPECIES TOS (■) RFS (A) PIP (0) TOTAL Acacia constricta (AC) 3 17 5 25 Acacia greggii (AG) 0 1 1 2 Carnegiea gigantea (CG) 1 0 0 1 Celtis pallida (CP) 1 6 2 9 Ferocactus wislizenii (FVV) 42 1 6 49 Parkinsonia florida (PF) 1 1 4 6 Parkinsonia microphyllum (PM) 15 13 6 34 Prosopis velutina (PV) 6 4 10 20 Ziziphus obtusifoiia (ZO) 1 0 1 2 Total 7043 35 148 LEGEND RIBBON COLOR DISPOSITION SYMBOL BLUE TRANSPLANT ON SITE JOS) ■ RED REMOVE FROM SITE (RFS) A WHITE PRESERVE IN PLACE (PIP) CRITERIA FOR REMOVAL PLANTS DESIGNATED RFS (REMOVE FROM SITE) HAVE ONE OR MORE OF THE FOLLOWING CONDITIONS. A. PLANT HEALTH IS POOR TO MEDIUM WITH INFESTATIONS OR APPARENT DISEASES. B. PLANT AGE SUGGESTS UNLIKELY CHANCE OF TRANSPLANT SURVIVAL. C. PLANT IS DAMAGED AND IS NOT CONDUCIVE TO BOX OR SPADE TRANSPLANTING (IRREGULAR BRANCHING). D. SOILS CANNOT BE EXCAVATED AND ARE NOT CAPABLE OF SUPPORTING A BOXED OR SPADED ROOT BALL. E. SURROUNDING TOPOGRAPHY DENIES ACCESS WITH THE APPROPRIATE EQUIPMENT NEEDED TO BOX OR SPADE AND REMOVE PLANT, F. ADJACENT PLANTS POSE A LIKELY INTERFERENCE WITH ROOT SYSTEMS OR INTERFERE WITH PLANT REMOVAL. G. THE OVERALL FORM AND CHARACTER IS NOT REPRESENTATIVE OF THE SPECIES AND IS NOT A VALUABLE SPECIMEN FOR LANDSCAPE OR HABITAT PURPOSES. CALL TWO WORKING DAYS BEFORE YOU DIG 1-800-STAKE-IT ARIZONA BLUE STAKE 0 15` 30' 60' I NORTH SCALE: 1 "=30' �, r � r r r � • r- � A PORTION OF SECTION 25, T.12S., R.13E. G. & S.R.& M., TOWN OF ORO VALLEY, ARIZONA JULY 26, 2007 CONTOUR INTERVAL=1' T.O.V. CASE #: n"isjul NOKKIS DESIGN Planning Landscape Architecture 418 N. Toole Ave. Tucson, AZ 85701 Ph: 520 622-9565 Fax: 520 622-8316 www.norris-design.com Owner: THE JOHANSEN GROUP, LLC 6741 N. PLACITA ACEBO TUCSON, ARIZONA 85750 PHONE: (520)574-7585 FAX: (520)574-7592 ATTN: TREVORJOHANSEN 41539 STACEY JOHNSC o WEAKS orP S; �t• Issue Date JULY 26, 2007 Town of Oro Valley Case Numbers Sheet Title NPPP AERIAL & INVENTORY Sheet Number 2F2 s ` 4 1 � a��=✓y owf\ O �o GENERAL NOTES 1. THIS LANDSCAPE PLAN IS DESIGNED TO MEET THE REQUIREMENTS AND INTENTIONS OF THE FOLLOWING PLANS AND ORDINANCES: THE NATIVE PLANT PRESERVATION, SALVAGE AND MITIGATION PLAN REQUIREMENTS, ORO VALLEY ZONING CODE REVISED (OVZCR), SECTION 27.4; LANDSCAPE, IRRIGATION, AND BUFFER YARD PLANS, OVZCR, SECTION 27-6; AND ORACLE ROAD SCENIC CORRIDOR OVERLAY DISTRICT (ORSCOD), SECTION 24.5. 2. THE GARDEN GATE SITE IS WITHIN THE ORACLE ROAD SCENIC CORRIDOR OVERLAY DISTRICT AND SHALL FOLLOW ALL APPLICABLE CODE. (OVZCR, SECTION 24.5). 3. NATIVE PLANT PRESERVATION AND MITIGATION- THIS PLAN CROSS-REFERENCES THE NATIVE PLANT PRESERVATION PLAN, PREPARED BY NORRIS DESIGN. THIS LANDSCAPE PLAN IS IN CONFORMANCE WITH THE REQUIREMENTS OF THE N.P.P.O. INCLUDING MITIGATION SPECIES AND QUANTITY AND PRESERVE -IN -PLACE REQUIREMENTS. THE NPPP MUST BE APPROVED BEFORE THIS LANDSCAPE PLAN CAN BE APPROVED, 4. SITE AREA: GROSS AREA OF PROPERTY: 1.32 ACRES. TOTAL ACRES OF GRADED SITE: 0.92 ACRES TOTAL ACRES OF OPEN SPACE REQUIRED- 0.0 ACRES TOTAL ACRES OF OPEN SPACE_ PROVIDED- 0-43 ACRES (18,760.46 S.F.) TOTAL ACRES OF UNDISTURBED NATURAL AREAS: 0.40 ACRES (17,503.52 S.F.). 5. ZONING OF THE PROPERTY: CN (NEIGHBORHOOD COMMERCIAL). 6. ZONING OF ADJACENT PROPERTIES: EAST: R-6; SOUTH: C-1; WEST: R1-144 7. BUILDING SETBACK REQUIRED ALONG PERIMETER PROPERTY LINES- EAST- 25'; SOUTH: 0'; WEST: 60' 8, PROPOSED LANDSCAPE WILL BE WATERED WITH AND AUTOMATIC UNDERGROUND DRIP IRRIGATION SYSTEM. IRRIGATION SYSTEM WILL MEET ASIC MINIMUM STANDARDS. 9. SALVAGED VEGETATION WILL BE REUSED PER THIS PLAN. 10. PRIOR TO ISSUANCE OF GRADING PERMITS, LANDSCAPE ASSURANCES WILL BE COLLECTED. 11. THE PROPERTY OWNER IS RESPONSIBLE FOR MAINTAINING THE TEMPORARY IRRIGATION SYSTEM AS LONG AS NECESSARY IN ORDER TO TRANSITION PLANTS OVER TO NATURAL SOURCES- ANY PLANTS THAT DIE IN TRANSITION, FOR ANY REASON, SHALL BE REPLACED IN ACCORDANCE WITH OVZCR SEC. 27.6. 12. PER OVZCR SEC. 27.6, MAINTENANCE, THE LANDSCAPE SHALL BE MAINTAINED AS FOLLOWS: A) THE LANDSCAPED AREAS ARE TO BE MAINTAINED FREE OF DEBRIS AND WEEDS. B) ANY DEAD PLANT MATERIALS, INCLUDING SALVAGED PLANTS WHICH DO NOT SURVIVE, ARE TO BE REPLACED WITHIN 45 DAYS. C) REPLACEMENT PLANT MATERIALS ARE TO BE OF EQUAL SIZE & VALUE. D) THE IRRIGATION SYSTEM SHALL BE MAINTAINED IN PROPER WORKING ORDER. 13. PLANT PLACEMENT TO BE FIELD ADJUSTED AS NEEDED TO AVOID PROPOSED UTILITIES; EXISTING PRESERVED VEGETATION, AND OTHER FIELD CONDITIONS. CONTACT LANDSCAPE ARCHITECT FOR RELOCATION OF PLANTS IN QUESTIONABLE AREAS. 14. FOR ALL VEGETATION LOCATED IN THE SIGHT VISIBILITY TRIANGLES (SVT'S), A CLEAN PLANE OF VISIBILITY SHALL BE MAINTAINED BETWEEN 24" AND 72" IN HEIGHT, DUFFERYARD NOTES 1. NO BUFFER YARD OR SCREENING REQUIRED ON SOUTHERN BOUNDARY -ZONING OF ADJACENT PROPERTY IS C-1. 2. BUFFERYARDS ARE PROVIDED AS SPECIFIED IN MAY 2005 ORO VALLEY ZONING CODE, TABLE 27-7 AND 27-9. 3. PER ORO VALLEY PLANNING, SHORTAGE OF TREES IN EAST BUFFER CAN BE MADE UP IN OTHER AREAS OF SITE, AS LONG AS TREES IN BUFFER ARE AT LEAST 36" BOX. TREES HAVE BEEN SPACED IN EAST BUFFER TO MINIMIZE GROWTH INTO ADJACENT TOWNHOUSE PROPERTY, WHILE PROVIDING SCREENING. 100 YR WATER SURFACE ELEVATION LINE THE SHOPPES AT ORACLE ROAD BK. 30, P 42 I ZONING C-1, COMMERCIAL NOTE. NO BUFFER YARD REQUIRED BETWEEN COMMERCIAL USES ENCLOSED STORAGE AREA PROJECT OVERVIEW i SCALE: 1" - 50' LANDSCAPE PLAN FOR Oil OV1 2-07-11 �sT�T6 111GH � - 2 , CdR C STR� EXISTING Op R 0 Rl®OR ET CONCRETE -LINED �V CHANNEL CA10 I IlTo IVIMOUINM T SCREEN WALL C,' LINETYPE AND GENERAL SYMBOL LEGEND EXISTING 1' CONTOUR INTERVAL - — — -- — -2625-- - - - EXISTING 5' CONTOUR INTERVAL 2625 PROPOSED CONTOUR PROPERTY LINE _ SECTION LINE — --- ---- GRADING LIMIT (LIMIT OF DISTURBANCE) EXISTING EDGE OF PAVEMENT SIGHT VISIBILITY t RIANGLE — — — --- BUILDING SETBACK/BUFFERYARD LIMITS -- — — — — — — - — — — - - -- BUILDING OVERHANG - - 100 YEAR WATER SURFACE ELEVATION LINE EXISTING SEWER LINE PROPOSED GAS LINE -- — S -- -_ --- -- PROPOSED SEWER LINE PROPOSED WATER MAINLINE - W -- PROPOSED WATER LINE -- ---- UGE PROPOSED UNDERGROUND ELECTRIC BORDER EAST BUFFER TYPE WIDTH BORDER LENGTH 608' TREES REQ'D 48 TREES PROVIDED 28 SHRUBS REQ'D 48 SHRUBS PROVIDED 50 ACCENTS REQ'D 91 ACCENTS PROVIDED 91 SCREENING REQ'D YES SCREENING PROVIDED YES* COMMENTS 'EXISTING WALL ON ADJACENT PROPERTY BORDER. PER ORO VALLEY PLANNING, ADDITIONAL B 15' 30' 540' (8 / 100 LF) (SEE NOTE #3) (8 / 100 LF) (15 / 100 LF) YES - 48" MIN. HEIGHT MASONRY WALL IN BUFFER WOULD BE UNDESIRABLE AS IT WOULD CREATE AN UNSAFE SPACE. STREET FRONTAGE BUFFER YARD ALONG ARTERIAL STREET, ORSCD. PER ORSCD WEST B 27 29 27 33 54 55 YES (5 / 100 LF) (5 / 100 LF) (10 / 100 LF) WALL AND METAL FENCE REGULATIONS, WALLS NOT TO EXCEED 33% OF THE PARECEL'S ORACLE ROAD FRONTAGE. PROJECT LOCATION SHEET INDEX L1 COVER SHEET L2 LANDSCAPE PLAN L3 IRRIGATION PLAN L4 LANDSCAPE & IRRIGATION DETAILS L5 LANDSCAPE & IRRIGATION DETAILS CALL TWO WORKING DAYS BEFORE YOU DIG l 1-800-STAKE-IT ARIZONA BLUE STAKE T_HE_GA_R_DE_N_GATE A PORTION OF SECTION 25, T.12S., R.13E. G. & S.R.& M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA DECEMBER 31, 2007 CONTOUR INTERVAL=1' T.O.V. CASE #: OV12-07-11 HARDY PLACE BLk 1 SUNNYSLOPEfOWNHOUSES 24 (225-15) 31f95 M&P LOTS 1.41 22167 M&P (225-14) - _1(225-19) ZANCHO FELIL i OTS 353-389 FAIRHAVEN VILLAGE AA_ 14l591/ iLOPE C 81 LOTS1&T 2251i 225-14 18/34 M&P SUNNYSlO __ - -- LOTS 359 CASITAS IEL OR NORTE _ (225-17) 25715 y 5-15 L0T5181-221 IT 5S s - /25 p CAT�25-15) _II - 225-17) RANCHO IA I TRACTS - L 64 8/2A MP (225-14) LOTS L SERE i-1a9 23F34 57,17 M&P M&P _T 26 17Yn4 H I' 25— 36136 S id95 23730 M&P 19 30 I-01 2 11 AC Q 23168 M&P 0 d z HOCATALINA 0 LOT 3 43-43 AC. u LOT 4 4315 AC. 30 31 SEING A PORTION OF SECTION 25, T-I2-S, R-13-E G&SRM, ORO VALLEY, PIMA COUNTY, ARIZONA LOCATION MAP SCALE: 3"=1 MILE OWNER /APPLICANT The Johansen Group, LLC 6741 N. Placita Acebo Tucson, AZ 85750 Phone: (520) 574-7585 Fax: (520) 574-7592 Attn: Trevor Johansen LANDSCAPE ARCHITECT J NOIZFZtS DESIGN 418 N. Toole Ave. Tucson, AZ 85701 Ph- 520 622-9565 Fax: 520 622-8316 Www. norris-design.com Attn: Stacey Weaks ARCHITECT Kevin Howard Architects 4547 E. Fort Lowell, Suite 421 Tucson, Arizona 85712 Phone: (520) 322-6800 Fax: (520) 322-6812 Attn: Kevin Howard CIVIL ENGINEER Kimley-Horn and Associates 2210 E. Fort Lowell Road, Suite 200 Tucson, Arizona 85719 Phone- (520) 615-9191 Fax- (520) 615-9292 Attn: Darren Watson ;SUE DATE JULY 26, 2007 TOWN OF ORO VALLEY _REVIEW OCT. 15, 2007 TOWN OF ORO VALLEY 2ND REVIEW DEC. 31, 2007 TOWN OF ORO VALLEY 3RD REVIEW C\r'IHTF 41539 EY JOHP WFAK 1 . i2� �ig..d-i y PRtQ F� tiY TC/P RBlBOA Sheet lifle j -t in COVER SHEET LANDSCAPE PLAR PROJECT,M NAGER Sheet Number L 1 1 of 5 k FD 5/8" I.P. THE SHOPPES AT ORACLE ROAD BK. 30, P. 42 ZONING C-1, COMMERCIAL NOTE NO BUFFER YARD GRADING LIMIT UN REQUIRED BETWEEN BUILDING OVERHANG COMMERCIAL USES ? Q 0 BIKE RACK N�� V Y�, FD 1/2" I.P. SE COR NE4,NW4 SEC 25 — 50 SHRUBS RESIDENTIAL R-6 91 ACCENTS SCREENING - 6' EXISTING MASONRY WALL (ON ADJACENT PROPERTY BOUNDARY) PLANT SCHEDULE SYM. BOTANICAL NAME COMMON NAME SIZE QTY COMMENTS TRANSPLANTS Acacia constricta Whitethorn Acacia Transplant 3 (cP'; Celts pallida Desert Hackberry Transplant 1 zo: Ziziphus obtusifolia Greythorn Transplant 1 PF --- ---- - Parkinsonia florida Blue Palo Verde Transplant 1 Parkinsonia microphyllum Foothill Palo Verde Transplant 15 PV --- Prosopis velutina Velvet Mesquite Transplant 6 p q � p �'—' • Ferocactus wislizeni Fishhook Barrel Cactus Transplant 42 o Carnegia gigantea Saguaro Cactus Transplant 1 TREES Acacia constricta Whitethorn Acacia 24" box 17 NPPP MITIGATION Acacia greggii Catclaw Acacia 36" box 1 SV MITIGATION 48" box 1 SV MITIGATION j -- — - Olneya tesota Ironwood 36" box 4 + Parkinsonia florida Blue Palo Verde 36" box 1 SV MITIGATION 48" box 1 SV MITIGATION _ Parkinsonia microphyllum Foothill Palo Verde 36" box 13 SV MITIGATION 48" box 13 SV MITIGATION ------ Prosopis velutina Velvet Mesquite 36" box 4 SV MITIGATION 48" box 4 SV MITIGATION (D, Chilopsis linearis Desert Willow 15 Gal. 2 MITIGATION SUMMARY: SIGNIFICANT VEGETATION AND NPPP SPECIES # RFS MITIGATION 24" BOX 36" BOX 48" BOX OTHER UP* Acacia constricts (AC) 17 17 17 - - - 85 Acacia greggii (AG) 1 2 - 1 1 - 10 Celtis pallida (CP) 6 6 - - - 6@5 GAL NA Parkinsonia florida (PF) 1 2 - 1 1 - 10 Parkinsonia microphyllum (PM) 13 26 - 13 13 - 130 Ferocactus wislizenii (FVV) 1 1 - - - 101, NA Prosopis velutina (PV) 4 8 - 4 4 - 40 Total 43 62 17 19 19 7 275 * Understory Plants Total Understory Plants IV /\ IV L UIVII LV RIP RAP SPILLWAY REQUIRED PROPOSED 275 275 EXISTING CABLE & TELE. :TATION 'LACE SYM. BOTANICAL NAME COMMON NAME SIZE QTY COMMENTS r, t 1 1-% I 1 P1 r1 ® Ambrosia ambrosioides * Giant Bursage 5 Gal. 4 Anisacanthus thurbed * Thurber Desert Honeysuckle 5 Gal. 11 ® Asclepias liniaria Pineleaf Milkweed 5 Gal. 10 O Calliandra e6ophylla * Fairy Duster 5 Gal. 10 OCelts pallida * Desert Hackberry 5 gal. 8 0 Ericameria larcifolia * Turpentine Bush 5 Gal. 32 ® Jatropha cardiophylla * Limber Bush 5 Gal. 31 0 Justicia californica * Chuparosa 5 Gal. 18 0 Justicia candicans Red Justicia 5 Gal. 9 Ruellia peninsularis Rueilia 5 Gal. 13 Salvia chamaedryoides Blue Sage 5 Gal. 15 Salvia clevelandii Cleveland Sage 5 Gal. 9 Q Salvia greggii Autumn Sage 5 Gal. 36 O Viguiera stenoloba Skeletonleaf Goldeneye 5 Gal. 11 n r�r�rwi-rn Agave ovatifolia Whale's Tongue Agave 5 Gal. 22 t Agave palmed * Palmer Agave 5 Gal. 41 Aloe ferox Tree Aloe 5 Gal. 2 Asclepias subulata Desert Milkweed 5 Gal. 11 0 Carnegia gigantea Saguaro 5 Gal. 3 0 Cereus peruvianus v. monstrosa Peruvian Apple 5 Gal. 1 Dasylirion wheeled * Desert Spoon 5 Gal. 37 Echinocereus fasiculatus * Bundle Hedgehog Cactus 5 Gal. 19 m Echinocactus grusonii Golden Barrel Cactus 8" DIA. 1 o Ferocactus wislizeni Fishhook Barrel Cactus 10" DIA. 1 Hesperaloe funifera Giant Hesperaloe 5 Gal. 14 Hesperaloe parviflora Red Flowered Hesperaloe 5 Gal. 10 Lophocereus schotti Wooly Rhino 5 Gal. 1 Lophocereus schotti var. monstrosa Totem Pole 5 Gal. 1 Q Opuntia engelmannii Engelmann's Prickly Pear 4-6 Pad min. 21 0 Opuntia versicolor * Staghorn Cholla 4-6 Pad min. 7 --- Pachycereus marginatus Mexican Fence Post 5 Gal. 1 Stenocereus thurberi Organ Pipe 5 Gal. 2 Yucca faxoniana Spanish Dagger 5 Gal. 2 Yucca thompsoniana Thompson yucca 5 Gal. 3 (6 for NPPP MITIGATION) NPPP MITIGATION FD BCSM 04- COR SEC 25� `G FD 1/2" I.P. o RLS 13178 D SYM. BOTANICAL NAME COMMON NAME SIZE QTY COMMENTS GROUNDCOVERS - Calylophus hartwegii e Verbena gooddingii * Qb Verbena rigida ® Baileya multiradiata * VINES Calylophus 1 Gal. 12 Goodding verbena 1 Gal. 27 Sandpaper verbena 1 Gal. 9 Desert marigold 1 Gal. 27 Gelsemium sempervirens Carolina Jasmine 1 Gal. 3 Podranea Ricasoleana Pink Trumpet Vine 1 Gal. 7 Trachelospermum jasminoides Star Jasmine 1 Gal. 2 BOULDERS SYM. SIZE QTY Boulders: Catalina Select ® 4' 25 ® 3' 43 Z 31 ® Boulder Retaining Wall (various boulder sizes) HYDROSEED Hydroseed as shown on plan W Seed Mix: Sonoran Desert Wildflower Mix Source: Granite Seed Company, 1697 West 2100 North, Lehi, Utah 84043, PH: 801-768-4422 INERT GROUNDCOVERS _ Decomposed Granite to be placed in all areas disturbed by construction operations (except areas shown on plan as hydroseed) 1/4" minus, 2" depth, Color: Santa Fe Brown r� CALL TWO WORKING DAYS BEFORE YOU DIG 1-800-STAKE-IT ARIZONA BLUE STAKE 0 15' 30' 60' NORTH SCALE: 1 "=30' THE GARDEN GATE A PORTION OF SECTION 25, T.12S., R.13E. G. & S.R.& M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA DECEMBER 31, 2007 CONTOUR INTERVAL=1' T.O.V. CASE #: OV12-07-11 n"j," NOKKIS DESIGN Planning Landscape Architecture 418 N. Toole Ave. Tucson, AZ 85701 Ph: 520 622-9565 Fax.- 520 622-8316 www.norris-design.com z w 0 Owner: THE JOHANSEN GROUP, LLC 6741 N. PLACITA ACEBO TUCSON, ARIZONA 85750 PHONE: (520)574-7585 FAX: (520)574-7592 ATTN: TREVOR JOHANSEN Issue Date JULY 26, 2007 Revision Date OCTOBER 15, 2007 DECEMBER 31, 2007 Town of Oro Valley Case Numbers OV12-07-11 Sheet Title LANDSCAPE PLAN Sheet Number L2 2 of 5 FD 5/8" I.P. SW C,OR j `- NE4,NW4 SEC 25 HEADWALL - `, t , Rr EXISTING ORO VALLEY MONLIIVIENT SIGN Al� - u i /'' THE SHOPPES AT200 ORACLE ROAD R. 0. R BK, 30, P. 42 ) y 1 { �." ';.X ZONING C-1, COMMERCIAL �) �� -�- - r B 6 NOTE: NO BUFFER YARD GPM REQUIRED BETWEEN �=' COMMERCIAL USES /%f / '` ( -' `4 ,' B-5_ . SHRUBS B-7 1 GPM 1 ` GPM /�'�!` / � /!�'•!'• ,� - \ ' a�--� _ ANNUALS �. r s = B-8 4 . f i PO \ B1' GPM r SIG _GPM B-10 SHRUBS 1" .& �% _ - - GPM ` TREES GPM A-2 — _ i �<- i�T-- T r TREES T rGPM SHRUBS !�CTUB FOR FUTUREGPM � / S SIG VEG - �-- � j/ T X GPM `:.� PdTS `��� I' dh— T —T T FD112"LP. SE COR NE4,NW4 B-1 B-2 SEC 25 1° 11 - GPM _ GPM TREES SHRUB, IRRIGATION LE(_j`EN SYM. EQUIPMENT DESCRIPTION COMMENTS POC Irrigation Point of Connection _ See Civil Plans 971 Water Meter Sized & Installed by Others See Civil Plans N T-113-IRR NIBCO Bronze Main Line Size per Mainline Isolation Gate Valve or Approved Equal i" Febco 825Y Reduced Pressure Its Guardshack enclosure - Backflow Preventer Color. Woodland Tan F'' Hunter Pro-C Controller w/ PC'-600 6 station Wall mount �B] Hunter Pro-C Controller w! PC-120012 station Wall mou{st 50 Drip Valve Assembly 1" Hunter SRV-101GT w/ Flow Control. 314" Febco Bail Valve, Ewing 3/4" Y-Filter 155 Mesh J Senninger Pressure Reducer PR-20 3/4" 2-20 GPh4 Sleeve - Sch. 40 PVC ivlainline - Sch. 40 PVC. Size per elan — 3/4" Lateral liar - Class 200 PVC. - - - - 3/4" Polyethylene Drip Irrigation Lateral w/ Rainbird r XB-10-6 & XB-20-6, 6 port Multi -outlet Emitter and S Rainbird XB-'OPC Single-outiet Emitters per Emitter Schedule below. O Quick Coupler - * Hose End Flush Cap 710CETC in 6" round box B-11 - - Controller and Valve Number 1" Valve Size GPM Valve Flow TREES Zone Designation SUNNYSLOPE TOWNHOUSES 1 B-3 B-4 BK. 22, PG. 67 M&P 1" 1" MULTI -FAMILY GPM GPM RESIDENTIAL_ R-6 TREES TREES CONTRACTOR NOTES - NOT TO BE ENFORCED BY THE i OWN OF ORO VALLEY IRRIGATION NOTES 1. PLAN IS SCHEMATIC ONLY ALL MAINLINES, VALVES, ETC. SHALL BE PLACED WITHIN THE PROJECT PROPERTY LINES AND WITHIN PLANTING', AREAS WHEREVER POSSIBLE. 2. THE ENTIRE IRRIGATION SYSTEM SHALL SATISFY ALL CODE REQUIREMENTS AND BE INSTALLED AS PER MANUFACTURERS' SPECIFICA LIONS. 3. IRRIGATION SYSTEM IS DESIGNED FOR 40 PSI AND l5 GPM MINIMUM AT THE POINT OF CONNECTION. CONFIRM PRIOR TO START OF WORK. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCY BEFORE CONTINUING WORK. PRESSURE IN THE AREA VERIFIED THROUGH ORO VALLEY WATER TO BE 77 PSI. 4. FINAL LOCATION OF CONTROLLER AND BACKFLOW PREVENTER SHALL BE APPROVED PRIOR TO INSTALLATION BY OWNER'S REPRESENTATIVE OR LANDSCAPE ARCHITECT. 5 COORDINATE WITH OTHER WORK AS REQUIRED TO PROVIDE POWER TO IRRIGATION CONTROLLER. 6. CONTRACTOR SHALL SLEEVE ALL MAINLINES (2" OR LESS), VALVE WIRES AND LATERALS UNDER ALL PAVED SURFACES AND WALLS, EXTENDING SLEEVES 1 FOOT BEYOND EDGE OF PAVED SURFACE OR WALL. MAINLINES GREATER THAN 2 INCHES IN DIAMETER SHALL BE DIRECT- BURIED. CONTRACTOR RESPONSIBLE FOR ALL SLEEVES. 7. REDUCED PRESSURE BACKFLOW PREVFNTERS SHALL BE INSULATED AGAINST THE ELEMENTS WITH "FROSTGUARD" INSULATED JACKET INSTALLED WITHIN A LOCKING SECURITY ENCLOSURE, SEE IRRIGATION LEGEND FOR ADDITIONAL_ INFORMATION. 8. CONTRACTOR SHALL COORDINATE INSTALLATION OF DRIP IRRIGATION LINES PRIOR TO INSTALLATION OF PLANT MATERIAI_ WI fH THE OWNER'S REPRESENTATIVE. 9. DO NOT MECHANICALLY TRENCH WITHIN HIN DRIP LINE OF EXISTING TREES OR NEAR CACTI. WHERE TRENCHING WITHIN DRIP LINE IS NECESSARY, ONLY HAND TRENCHING WILL BE PERMITTED. REVIEW WITH OWNER'S REPRESENTATIVE PRIOR TO START OF TRENCHING. 10. LAYOUT EMITTER TUBING `'ARALLEL TO TOPOGRAPHY WHEREVER POSSIBLE. INSTALL FLUSHABLE TYPE END CAP AT ENDS OF ALL 3/4" LINES AND FLUSH THOROUGHLY BEFORE INSTALLING EMITTERS. STAKE 34' TUBING IN PLACE AND BURY AT 8" DEPTH. 11- TREES SHALL BE IRRIGATED BY MULTI -OUTLET EMITTERS. SHRUBS AND GROUNDCOVER SHALL BE IRRIGATED BY EITHER MULTI -PORT OR SINGLE -OUTLET EMITTERS, SEE EMITTER SCHEDULE (THIS SHEET) FOR ADDITIONAL_ INFORMATION. 12, CONTRACTOR SHALL APPLY FOR REDUCED PRESSURE BACKFLOW PREVENTER PERMIT FROM ORO VALLEY WATER. UTILITY. r EMITTER SCHEDULE 14X Install Drip Emitters as Follows: Shrubs, Accents and Groundcovers - Single or Multi -port Emitters: All 1 Gal. plants: 1-1 GPH Rainbird XB-10PC emitter each All 5 Gal. plants- 2.--1 GPH Rainbird XB-10PC emitter each Trees and Transplanted Trees All 15 Gal. trees: 1-6 GPH Rainbird XB-10-6 each All 24" Box trees: 1-6 GPH Rainbird XB-10-6 each All 36" Box trees: 1-12 GPH Rainbird GCB-20-6 each All 48" Box. trees: 1-12 GPH Rainbird XB-20-6 each Transplanted trees: 1-12 GPH Rainbird XB-20-6 each Install Rainbird DBG-025 Diffuser Bug Cap at the ends of all 1/4" distribution tubing. 1 /4" Distribution tubing not to exceed 10' in length. 0 30' 60' NORTH SCALE: 1 "=30' FD BCSM N I M GOP SEC 25 � 1 - yr > c 'T C) FD 112" I.P. RLS 13178 _ J PS DESIGN Planning Landscape Architecture, 418 N. Toole Ave. Tucson, AZ 85701 Ph: 520 622-9565 Fax: 520 622-8316 www.norris.-design.com x -a 0 LU Owner. THE JOHANSEN GROUP, LLC 6741 N. PLACITA ACEBO TUCSON, ARIZONA 85750 PHONE; (520)574-7585 FAX:(520)574-7592 ATTN: TREVOR JOHANSEN Issue Tate JULY 26, 2007 Revision Date OCTOBER 15, 2007 DECEMBER 31, 2007 Town of Oro Valley Case Numbers OV12-07-11 Skeet Title THE GARDEN GATE IRRIGATION PLAN -- A PORTION OF SECTION 25, T.12S., R.13E. G. & S.R.& M., TOVJN OF ORO VALLEY, PIMA COUNTY, ARIZONA Sheet Number DECEMBFR 31. 2007 CONTOUR INTERVAL='I' Lj �� �----.---T.O.V. CASE #: OV12-07-11 66 LL W x FINISHED GRADE NATIVE SOIL, THOROUGHLY INCORPORATE 0.25 LBS. OF SOIL SULFUR INTO BACKFILL. WATER SETTLE AND TAMP BACKFILL BELOW ROOT SYSTEM. -UNDISTURBED SUBGRADE NOTES: 1. DO NOT CREATE BASIN AT BASE OF CACTUS. SLOPE BACKFILL AWAY FROM PLANT. 2. BURY ONE FULL PAD, MINIMUM. L� PRICKLY PEAR PLANTING 1 " SCALE: NTS FINISH GRADE UNDISTURBED EARTH COMPACTED BACKFILL NOTES: 1. PLACE BOULDER INTO GROUND SO THAT 1/4 MIN. OF THE BOULDER IS BELOW FINISH GRADE 2. DO NOT PLACE BOULDER DIRECTLY ONTO GRADE LEVEL, NOR SHOULD TOPSOIL BE ADDED TO BASE OF BOULDER TO ACHIEVE 114 SETTING DEPTH. 3. WATER SETTLE AND COMPACT BACKFILL \ v / SCALE: NTS 12- MIN. 3"-6" SCREENED DECORATIVE ROCK TO MATCH BOULDERS, 6"-10" DEEP NOTES: 1. LANDSCAPE ARCHITECT MUST REVIEW AND APPROVE LAYOUT PRIOR TO PLACEMENT OF BOULDER WALL. 2. BOULDER RETAINING WALL SHALL BE BORDERED BY A MINIMUM 12" SWATH OF SCREENED DECORATIVE ROCK. 3. THOROUGHLY COMPACT ALL BACKFILL AND SURROUNDING SUBGRADE IN 12" LIFTS. 4. PROVIDE POSITIVE DRAINAGE AWAY FROM THE TOP AND BASES OF EACH BOULDER. 5. BURY AT LEAST 114 OF THE TOTAL HEIGHT OF EACH BOULDER INTO THE GROUND. 6. NO PLANTS ARE TO BE PLANTED WITHIN DECORATIVE ROCK AREA OF BOULDER RETAINING WALL - ADJUST THE LOCATION OF ADJACENT PLANT MATERIAL IN THE FIELD. 7 0 r I r _ _ _ IV % SCALE: NTS SWALE, MIN. 4" DEEP TO CONVEY RUNOFF FROM BOULDERS FINISH GRADE TREE 5 FOOT RADIUS DISTRIBUTION TUBING TREE TRUNK ROOT BALL ------ DISCHARGE POINT V ABOVE FINISH GRADE S W/ BUG CAP EMITTER TUBING MULTI -OUTLET EMITTER IN 6" ROUND BOX EMITTER PLACEMENT AT TREES (j:0) SCALE: NTS 4 3"-6" SCREENED DECORATIVE ROCK TO MATCH BOULDERS, 6"-10" DEEP W/ 12" TOE DOWN AT TOP OF SLOPE AND TOP OF BOULDER TX 4' X T AVERAGE SIZE, SURFACE SELECT BOULDER THOROUGHLY COMPACT, WATER SETTLE, AND STABILIZE BACKFILL AND SUBGRADE PRIOR TO COMPLETION BURY AT LEAST 114 OF THE TOTAL HEIGHT OF EACH BOULDER INTO THE GROUND WATER PRO CONNECTIO1 30-INCH LINE LENGTH OF COILED PVC LATER 3/4" POLYETHYLENE TUBING PRESSURE REGULATOI PER IRRIGATION LEGEP X-12 GAUGE GALVANIZED WIRE �- 24" x 3/4" P.V.C. MARKERS (TYPICAL) OVER WIRES. r-- j 4" DEEP TREE WELL, BLEND TO i FINISHED GRADE. f--FINISH GRADE ,/-BACKFILL WITH NATIVE SOIL. " HOLE SIZE: 12" LARGER THAN ROOTBALL FOR 5 & 15 GAL. TREES, 18" FOR 24" BOX & LARGER TREES. WATER SETTLE. I --SCARIFY SIDES OF PLANT PIT t I it III =111-III-�I I== it - LI I - - - I I-��jj —I I! P I I I.-11 `-_ TREATED WOOD POST - �I Ii l I i I i 1 IIIII i 1 I I= DRIVE S MIN. INTO GROUND TO FIRM BEARING, I i I —1il TAKE CARE NOT TO DAMAGE ROOTBALL. SAW I STAKES ABOVE TIE TO PREVENT ABRASION TO 1/2x X 1/2X OTHER BRANCHES. NOTE: SET TOP OF ROOTBALL / CONTAINER 2" TO 3" ABOVE SURROUNDING FINISH GRADE. INSTALL BERM ON DOWNSIDE OF SLOPES FOR TREES ON GRADE OF 4:1 OR GREATER TREE PLANTING SCALE: NTS NOTE: 1. BROKEN OR CRUMBLING ROOT BALLS WILL BE REJECTED. SHRUB PLANTING SCALE: NTS ZD PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING. SET SHRUB 1" HIGHER THAN THE FINISHED BED GRADE. DIG PLANT PIT TWICE AS WIDE & HIGH AS THE CONTAINER APPLY SPECIFIED MULCH. 4" DEEP WELL, BLEND TO FINISHED GRADE. FINISH GRADE CARE SHOULD BE TAKEN NOT TO DAMAGE THE SHRUB OR ROOT - BALL WHEN REMOVING IT FROM ITS CONTAINER. LOOSEN SIDES OF PLANT PIT & WATER IN WELL TO ELIMINATE LARGE AIR POCKETS. BACKFILL WITH NATIVE SOIL. WATER SETTLE. NATIVE SOIL, THOROUGHLY INCORPORATE 0.25 LBS. OF SOIL SULFUR INTO BACKFILL. WATER SETTLE AND TAMP BACKFILL BELOW ROOT SYSTEM. NOTES: 1. PLANT PIT TO BE 6" DEEPER THAN FREE EXTENSION OF ROOTS. 2. ROOT PRUNE ALL DAMAGED [ROOTS. INSPECTION OF ROOT SYSTEM BY LANDSCAPE ARCHITECT REQUIRED PRIOR TO INSTALLATION. 3, USE DRY SITE SOIL ONLY IN F'IT -- NO MULCH. ADD SOIL SULFUR TO SOIL MIX. 4. DO NOT WATER FOR 3 WEEKS. 5. AT SITE, DUST ENTIRE ROOT STRUCTURE WITH WETTABLE DUSTING SULFUR. (1.5# MIN.) BARREL/SAGUARO CACTUS PLANTING 13 SCALE: NTS NOTE: BUNDLE & TAPE WIRE EVERY 10 FT. SEAL WIRE ENDS WITH SPLICING MATERIAL. DRIP VALVE ASSEMBLY SCALE: NTS 6„ TYP WYE FILTER PER IRRIGATION LEGEND BALL VALVE PER IRRIGATION LEGEND FINISH GRADE PLASTIC VALVE BOX. INSTALL PARALLEL TO EDGES & ADJACENT TO PAVING WHERE POSSIBLE (COLOR: TAN) 4" DEPTH DRAIN ROCK MAINLINE REMOTE CONTROL VALVE PER IRRIGATION LEGEND VALVE BOX; ALIGN EVENLY AND SPACE EVENLY FROM SIDEWALK, STRUCTURE, WALL, OR CURB 12" TYP. NOTE: DO NOT PLACE VALVE(S) IN PEDESTRIAN AREAS VALVEB OXPLACEMENT scaLE: NTs — MAIN PVC SUPPLY LATERAL I I— N !—I a_I li NOTE: TAPE & BUNDLE TUBING AND -I I I Ili - WIRING I I' AT 10' INTERVALS i I ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED AS PER LOCAL CODES ALL PVC PIPING TO BE SNAKED IN TRENCHES AS SHOWN PIPE BEDDING MATERIAL TO BE ROCK & - DEBRIS FREE, BACKFILL IN 6" LIFTS, PUDDLE WITH WATER, BETWEEN LIFTS, THRUST BLOCK ALL DIRECTION CHANGES OF THE MAINLINE WITH 1 C.F. OF 3000 P.S.I. CONCRETE ,� TRENCH SCALE: NTS MULTI -OUTLET EMIT' (6 outlets) 3/4" POLYETHYLENE TUBING 0'" "n' °"'n °7X &COVER (COLOR: TAN) H GRADE 114" DISTRIBUTION TUBING TH COARSE GRAVEL MULTI OUTLET EMITTER SCALE: NTS 1/4" DISTRIBUTION TUBE SINGLE OUTLET EMITTER PLANT CENTER �-- FINISH GRADE ROOT BALL PLANT PIT 'I M �`�' 3/4" POLYETHYLENE TUBING NOTE: PLACE EMITTER ON UPHILL SIDE OF PLANT SINGLE NUTLET EMITTER SCALE: NTS CONTROLLER - MOUN' AT EYE -LEVEL AS APPROVED DISCONNECT SWITCH 120 POWER SOURCE IN STEEL CONDUIT NOTE: GROUND CONTROLLER PER CONTROLLER MANUFACTURER RECOMMENDATIONS AND PER LOCAL CODE, WALL MOUNT CONTROLLER SCALE: NTS BALL VALV SHUT OFF; GALV. UNIOI FINISH GRAE FLO i SCALE: NTS GATE VALVE SCALE: NTS WALL RIGID STEEL CONDUIT W/ 24 VOLT WIRES TO VALVES FINISH GRADE CONDUIT TO EXTEND 5 FT. BEYOND WALL BACKFLOW PREVENTER PER IRRIG. LEGEND GALV. ELLS GALV. NIPPLES GALV. STEEL PIPE BACKFLOW PREVENTER ENCLOSURE PER IRRIG. LEGEND 4" THICK CONCRETE PAD PVC ADAPTER 30" BEYOND UNIT 10" LOCKING ROUND BOX & COVER TOP OF BOX TO BE FLUSH WITH FINISH GRADE (COLOR: TAN) FINISH GRADE GATE VALE PER IRRIG, LEGEND MAIN LINE 3/4" CRUSHED GRAVEL 1 CU. FT. 6" ROUND BOX & COVER (COLOR: TAN) FINISH GRADE QUICK COUPLING VALVE PER IRRIGATION LEGEND SCH. 80 6" NIPPLE 3/4" CRUSHED GRAVEL (4" DEPTH) SWING JOINT PVC MAIN LINE 24" #4 REBAR TO HOLD COUPLER IN PLACE W/ (2) STAINLESS STEEL CLAMPS QUICK COUPLER SCALE: NTS A PORTION OF SECTION 25, T.12S., R.13E. G. & S.R.& M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA DECEMBER 31, 2007 CONTOUR INTERVAL=1' T.O.V. CASE #: OV12-07-11 N()ws DESIGN Planning Landscape Architecture 418 N. Toole Ave. Tucson, AZ 85701 Ph: 520 622-9565 Fax-, 520 622-8316 www.norris-design.com Owner: THE JOHANSEN GROUP, LLC 6741 N. PLACITA ACEBO TUCSON, ARIZONA 85750 PHONE: (520)574-7585 FAX: (520)574-7592 ATM TREVORJOHANSEN Issue Date JULY 26, 2007 Revision Date OCTOBER 15, 2007 DECEMBER 31, 2007 Town of Oro Valley Case Numbers OV12-07-11 Sheet Title LANDSCAPE & IRRIGATION DETAILS Sheet Number L4 4of 5 VVYYLLJ I tl Ivin I VI 1 UC Ll'11 YLitl 12" WIDE REINF. 48 BAR DIAMETERS w/ ALT. BENDS TYPICAL SITE FENCE SCALE: NTS DETAIL PROVIDED BY KEVIN B. HOWARD ARCHITECTS, AS INCLUDED IN THE GARDEN GATE ARCHITECTURAL SUBMITTAL. CONTINUOUS BOND BEAM WITH 1 - #5 HORIZ EXPOSED MASONRY SITE WALL CONTINUOUS BOND BEAM w/ 1 - #5 HORIZ 9 GA. LADDER REINF. @ 16" O.C. HORIZ. - #5's @ 48" O.C. IN SOLID GROUTED CELLS / r--- GROUT SOLID UP TO FINISH GRADE FINISH GRADE OR TOP OF SLAB X 01— FIN GRADEIL 11T N o � In - (2) -44 CONT U.N.O. o d- N - d CENTERED `ate— DOWELS TO MATCH & LAP VERT Uj cr ON WALL REINF. 48 BAR DIAMETERS w/ ALT. x BENDS NOTE: 2'-0" MAX RETAINING. SIM - STONE VENEER. TYPICAL SITE WALL i� SCALE: NTS DETAIL PROVIDED BY KEVIN B. HOWARD ARCHITECTS, AS INCLUDED IN THE GARDEN GATE ARCHITECTURAL SUBMITTAL. i I m� z z w �U_ THE GARDEN GATE �A PORTION OF SECTION 25, T.12S., R.13E. G. & S.R.& M., TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA DECEMBER 31, 2007 CONTOUR INTERVAL=1' T.O.V. CASE #: OV12-07-11 Mori r NOfZKIS DESIGN Planning Landscape Architecture 418 N. Toole Ave. Tucson, AZ 85701 Ph: 520 622-9565 Fax: 520 622-8316 www.norris-design.com LJ Owner. THE JOHANSEN GROUP, LLC 6741 N. PLACITA ACEBO TUCSON, ARIZONA 85750 PHONE. (520)574-7585 FAX: (520)574-7592 ATTN TREVORJOHANSEN Issue Date JULY 26, 2007 Revision ©ate OCTOBER 15, 2007 DECEMBER 31, 2007 Town of Oro Valley Case Numbers OV12-07-11 Sheet Title LANDSCAPE & IRRIGATION DETAILS Sheet Number L5 5 of 5 s U GENERAL NOTES ■ I. DEVELOPER WILL COVENANT TO HOLD TOWN OF ORO VALLEY, ITS SUCCESSORS AND ASS 16NS, HARMLESS IN THE EVENT OF FLOOD I N6. 2. DRAINAGE WILL NOT BE ALTERED, DISTURBED OR OBSTRUCTED WITHOUT THE APPROVAL OF THE ORO VALLEY TOWN COUNCIL. 3. ACCESS ACROSS FLOOD PRONE AREAS TO BUILDING SITES WILL BE APPROVED BY THE TOWN ENGINEER AND SHALL BE THE RESPONSIBILITY OF THE DEVELOPER. 4. APPROVED IMPROVEMENT PLANS AND APPROVED ASSURANCES WILL BE REQUIRED PRIOR TO ISSUANCE OF 6RADIN6 PERMITS. 5. THE WATER DISTRICT FOR THIS DEVELOPMENT IS THE ORO VALLEY WATER UTILITY COMPANY, AHICH HAS BEEN 1;?ESI6NATE1;) AS HAVING AN ASSURED 100 YEAR WATER SUPPLY BY THE DIRECTOR OF RATER RESOURCES. THE PROJECT WILL BE SERVED BY AN EXIST 8" MAIN ON -SITE. (O. ON -SITE SANITARY 5EAERS WILL BE PRIVATE AND WILL BE CONSTRUCTED, OPERATED AND MAINTAINED ON A PRIVATE BASIS. THE LOCATION AND METHOD OF CONNECTION TO AN EXISTIN6 PUBLIC, SANITARY SEWER IS SUBJECT TO REVIEA AND APPROVAL BY THE PIMA COUNTY WASTEWATER MANAGEMENT DEPARTMENT AT THE TIME OF SUBMITTAL OF PLUM5IN6 OR BUILDING PLANS. '7. MATERIALS WITHIN S16HT VISIBILITY TRIANGLES SHALL BE PLACED 50 AS NOT TO INTERFERE WITH A V1515ILI7Y PLANE DESCRIBED BY TWO HORIZONTAL LINES LOCATED BO INCHES AND '72 INCHES ABOVE FINISHED GRADE OF THE ROADWAY SURFACE. 8. ANY AA5TEAATER DISCHAR&ED INTO THE PUBLIC SANITARY 5EAERA6E SYSTEM SHALL MEET THE REQUIREMENTS OF THE INDUSTRIAL WASTE ORDINANCE (PIMA COUNTY ORDINANCE NO. Iggl-140, AS AMENDED). 61. A PROJECT CONSTRUCTION PERMIT MUST BE SECURED FROM PIMA COUNTY WASTEWATER MANAGEMENT DEPARTMENT BEFORE BE6INNIN6 ANY WORK ON THIS PROJECT. 10. IF DRAINA6E RAYS ARE TO BE CONSTRUCTED, THEY WILL BE CONSTRUCTED ACGORDIN6 TO APPROVED PLANS PRIOR TO THE ISSUANCE OF BUILDING PERMITS FOR THIS PROJECT. 11. DESIGN SPEED IS 25 M.P.H. DESIGN VEHICLE IS 5U-30. 12. ANY RELOCATION, MODIFICATION, ETC. OF EXISTIN6 UTILITIES AND/OR PUBLIC IMPROVEMENTS NECESSITATED BY THE PROPOSED DEVELOPMENT Al" BE AT NO EXPENSE TO THE PUBLIC. 15. THE FOLLOAIN6 UTILITIES WILL PROVIDE SERVICE TO THIS DEVELOPMENT: (A) ELECTRIC TUCSON ELECTRIC POWER COMPANY (B) 6AS SOUTHWEST GAS COMPANY (C) WATER ORO VALLEY RATER UTILITY COMPANY (D) SEWER PIMA COUNTY AA5TEAATER (E) TELEPHONE U.S. WEST COMMUNICATIONS (F) FIRE PROTECTION &OLDER RANCH FIRE DEPARTMENT (6) GABLE TELEVISION JONES INTER GABLE 14. DRAINAGE WAYS AILL BE CONSTRUCTED ACGOR1;)IN6 TO APPROVED PLANS PRIOR TO THE ISSUANCE OF ANY PERMIT FROM THE TOWN ENGINEER AND /OR BUILDING OFFICIAL FOR LOTS 5 THRU 12. 15. THIS PROJECT HAS 35 PROPOSED AND 0 EXISTIN6 WASTEWATER FIXTURE UNIT EQUIVALENTS, PER TABLE I5.20.040(F)(1) IN PIMA COUNTY GORE 18.20.040(F). I&. MAINTENANCE AND OPERATION OF THE PRIVATE SANITARY SEWER TO ITS POINT OF CONNECTION TO THE PUBLIC SEWER IS THE RESPONSIBILITY OF THE PROPERTY OWNER OR BUSINESS OWNER'S ASSOCIATION. 1-1. THE PROPERTY OWNER, HIS SUCCESSOR OR ASSIGNS A6REE TO: 1) KEEP ALL REQUIRED LANDSCAPE AREAS MAINTAINED IN A WEED FREE, TRASH FREE 2) REPLACE ANY DEAD PLANT MATERIALS WITHIN c10 DAYS. 3) MAINTAIN THE IRRIGATION SYSTEM IN A PROPER AORKIN6 ORDER. 18. THE FUNDING FOR PUBLIC ART FOR THE ENTIRE MERGADO DEL RIO CENTER WILL BE NO ADDITIONAL FUNDIN6 FOR PUBLIC, ART IS REQUIRED FROM THIS DEVELOPMENT. CONTRIBUTED IN ASSOCIATED WITH THE IMPROVEMENT FOR THE MERGADO DEL RIO PROJECT. Iq. BASIS OF ELEVATION THE BASIS OF ELEVATION IS PANEL POINT #51 IN CONCRETE DECK OF DRAINA6EAAY PER SAID R5 ENGINEERING PLANS. SAID ELEVATION BEING 2555.52 (NAVD88 DATUM). SUBTRACT 2Y FROM NAVD88 DATUM AS SHORN HEREON TO ARRIVE AT FEMA DATUM PER FEMA REFERENCE MARK #34'1. 20.15ASIS OF BEARING THE BASIS OF BEARINGS FOR THIS PROJECT 15 THE EAST LINE OF SECTION 12, BETWEEN THE SOUTHEAST CORNER AND THE EAST 1/4 CORNER THEREOF PER TOWN OF ORO VALLEY, PUSCH VIEW LANE EXTENSION PLANS BY RS ENGINEERING, JOB NO. 0204.00. SAID BEARING BEING NORTH 00"50'39" WEST. 21. IF LOTS ARE TO BE SOLD WITHIN A COMMERCIAL SUBDIVISION: "PROPERTY'S ASSOCIATION WILL BE FORMED TO ACCEPT RESPONSIBILITY FOR MAINTENANCE, CONTROL, SAFETY AND LIABILITY OF PRIVATE DRAINA6EAAYS, DRAINAGE EASEMENTS AND COMMON AREAS". 22. NO 5UILDIN6 SHALL EXCEED (2) STORIES IN HEIGHT AND THE EXTERIOR HEIGHT SHALL NOT EXCEED 50 FEET AND SHALL NOT BE LESS THAN 10 FEET BETWEEN ANY ACCESSORY BUILDING AND MAIN BUILDIN(SAND MINIMUM 20 FEET FROM FRONT YARD ED (C>F=>M N�F F=> A§LN F::C:>R=3 mlc:) M 'r7__�I'CADO D LOT SITE PLAN N f� 12 7 THIS i✓� NSUB UPROJECT CANA —2 ORO W "� • UNSUB I —� `i`18 - ' 18 UNSUBDIVIDED I�■■■■L/n `cif%- _ IIn��1 F�\g� ��\1111111�1/ I� 111� 11111f1 �11\O� � `1 �UI!//I!!I/111 , IITIiTIjp �, IIi. IJI I o:iU1 . :., Ly1i\O ;. � �lil rl,�`�r • , I�I�r III': ,'-6mn__ LOCATION MAP ORO VALLEY COUNTY, ARIZONA LATITUDEPIMA 1 1 l: DATUMPIMA COUNTY MATERIAL Lr=Gr=NO AGGREGATE BASE COURSE ASPHALTIC, CONGRETE CONCRETE 0 HOOD (ROUGH FRAMING) WOOD (BLOCKING) FINISHED HOOD METAL / HOOD STUD HALL (SEE PLAN) BATT INSULATION RIGID INSULATION PLYWOOD GYPSUM WALLBOARD, STUGGO OR PLASTER SHEET METAL (ELEVATION) j ARGHITECTURAL MASONRY STANDARD GONGRETE MASONRY STRUGTURAL STEEL GERAMIG TILE =7RAK NG I N=�EX SHEET # SHEET DESCRIPTION DEVELOPMENT PLAN I OF 3 COVER SHEET 2 OF 3 SITE PLAN FOR LOT II 3 OF 3 GRAD I NC AND DRAINAGE PLAN BU I LD I NO AND ELEVATI ON5 I OF 2 FLOOR PLAN 2 OF 2 ELEVATIONS LANDSCAPE I OF I LANDSCAPE PLAN FOR ADDRESSING USE ONLY L7EVELOPMENT FLAN FOR= Oro Valley Carwash LOT 11 - Mercado Del Rio 0 OV12-04-31 17664 OV8-04-09 JOHN B. REDDELL J PORTION SOUTHEAST 1/4 OF q�e S ed... `� Q I SECTION 12, TOWNSHI1 P 2 SOUTHRANGE M EAST , 2oNA, 0 I 2501 North Hayden Road, Scottsdale, Arizona 85257 GILA 4 SALT RIVER MERIDIAN, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Office: (480) 946-0242 Fax: (480) 946-0182 Email: reddellarchitects®eschelon.com SCALE: 1"=100'—On SHEET 1 OF 3 John Reddell Architects, Inc. Architecture Interiors Land Planning NOTES AND CALCULATIONS: ORO VALLEY GAR WASH GARWASH BUILDING ORO VALLEY, AZ. RETAIL AREA / RESTROOMS 2,251 S.F. LANDSGAPE AREA bc141.44 S.F.06.6%) WASH TUNNEL 1,867 S.F. OGGUPANGY GROUP B OWNER: EQUIPMENT AREA 780 S.F. MERGADO DEL RIO LLG DETAIL AREA 1,832 S.F. TYPE OF GON5TRUGTION V-B KIT DONLEY OFFICES (2ND FLR) 1,635 S.F. PARKING GALGULATIONS: (520)-742-4503 PURGHAGE AGREEMENT W/ JIM B MANDY BRAMBLE TOTAL BUILDING 50.FT. 5,345 S.F. PARKING REQUIRED: GANOPIES: GARWASH BUILDING ARGHITEGT: VACUUM CANOPY 1,470 S.F. EMPLOYEES 8 JOHN REDDELL ARCHTEGT5 FINISHING GANOPY 2,050 S.F. GU5TOMER5 2 2501 NORTH HAT DEN ROAD #105 OFFIGE (2ND FLR) 1635 / 1000 x 3 = 4A SGOTTSDALE, AZ. 85257 TOTAL CANOPY 50. FT. 3,550 S.F. 480-g46-0242 / 480 g46-0182 (FAX) FUTURE BUILDING FUTURE BUILDING IST FLOOR ZONING ORDINANCE TOWN OF ORO VALLEY IST FLOOR GARWASH DETAILING (AGGE55ORY TO GARWASH) ZONING: G-2 DETAIL (GARWASH ACGESSORY) 1,165 S.F. RETAIL IOgb / 1000 x 4 - 4.35 SITE DATA: RETAIL 10% S.F. 2ND FLOOR SITE AREA: 2ND FLOOR OFFICE 2454 / 1000 x 3 = 7.36 NET: 55051.85 S.F. OFFICE 2,454 S.F. I 0 u I REFER TO SITE PLAN AND CIVIL DRAWING \�1 FOR RAMP, WALK AND GRADING INFORMATION 411 VAN SPACE a 2" YELLOW STRIPES AT 12" O.G. AT LOADING / ACCESSIBLE ROUTE LOGATI 11 1_Q11 51_011 11 1_Q„ SIDE BY SIDE ACGES ISLE PARKING CTI-011 Gil -oil SINGLE ACCESSIBLE PARKING SPACE 1 ACCESSIBLE PARKING DIMENSIONS COM\ACC\ACSSPRKG2 N.T.S. OTHER OB5TRUGTION'.�!/ NOTE: IF 'X' < 48" THEN THE X SLOPE OF THE FLARED SIDE SHALL NOT EXCEED 1:12 SLOPE OF RAMP FLUSH WITH NOT TO EXCEED APPLICABLE90 0 1:12 PAVEMENT SEE SITE PLAN SLOPE OF RAMP NOT TO EXCEED 1:12 N.T.S. GENERAL NOTES: A. RETURNED CURB RAMPS MAY BE USED WHERE PEDESTRIAN TRAFFIC DOES FLOW AGRO55 THE RAMP B. MAXIMUM GOUNTERSLOPE OF SURFACES ADJACENT TO THE CURB RAMP SHALL NOT EXCEED 1:20 G. CURB RAMPS SHALL HAVE A DETECTABLE WARNING PER ADAAG 4.7.7 D. RAMP SHALL CONSIST OF RAISED TRUNCATED DOMES WITH A DIA. OF NOMINAL A IN (25 mm), A HT. OF NOMINAL .2 IN. (5 MM) AND A CENTER TO CENTER SPACING OF NOMINAL 2.35 IN. (60 MM) O.G. AND SHALL CONTRAST VISUALLY WITH ADJOINING URFAGES, EITHER LIGHT ON DARK OR DARK ON LIGHT - PER ADDAAG 4.2g.2 Z ACCESSIBLE CURB RAMP DETAIL ACC/ACADDTLS\COM\ACC\ACCRAMP3 =IP-00 ring. rrcic�ri i = 5-0" ABV. ADJ. PAVEMENT MASONRY W/ STUCCO FINISH PROVIDE DOMED MORTAR GAP. #4 CONT. IN MIN. 8" DEEP SOLID GROUTED BOND BM. HORIZ. JOINT REINF. AT MAX. 16" O.G. VERT. 8X8X16 CONCRETE MASONRY UNITS IF HALL HAS STUCCO FINISH. SAND STUCCO FINISH 8X4XI6 ARCHITECTURAL K BLOCK 15 EXPOSED. #4 DOWEL TO MATCH #4 VERTICAL REBAR AT REBAR 5PAGING AND MAX. 48" O.G. IN SOLID LAP MIN 25" W/ REBAR. GROUTED CELLS. �- FINISH GRADE SOLID GROUT ALL CELLS BELOW FINISH GRADE. #4 GONT. cp OL 18" BELOW UNDISTURBED GRADE I-411 '? G.I.P. CONCRETE FOOTING PERIMETER FENCE WALL DETAIL GOM\02\GMUFENBB 3/4"= 1'-0" NOTE: CONDI7ION5 OF APPROVAL #6 $ 7 THE ALTERNATIVE PARKING PROP05AL TO ALLOW Z'7 PARKING SPACES 19 SUBJECT TO THE FOLLOWING COND 1 T 1 ONS: ALL PROPOSED OFFICE SPACE 15 TO BE UT 1 L I ZED FOR CAR WASH RELATED 5ERV I CES. I F THE APPL I CANT W 1 SH I ES TO LEASE SPACE TO OTHER VENDERS / USERS, THEN THE AMOUNT OF PARKING PROVIDED MUST BE RECONSIDERED BY THE DEVEOPMENT REVIEW BOARD. Inn--T" " EXPOSED A66ER6ATE WALK 31 ol� o - o o � O en 0 N I I I G RE COLO rn;D O GR TE G ES 18LE W LK I I i N 890 22'58" E ---------------- NOTE: BUILDING SETBACK REO. FRONT 20'-01n SIDE 10'-01" REAR 157-0w BUILDING MAX. HT. 30'-071 • � roof , iE ,• •• 'J;`irk `�e� .�� �.\+•fir/• . �` �.�• UNSUB \,1�\.�I •y���%UNSUB ' M■■■■LINSUBWADED LOW • • . 1 1 • 11 PROJECT DATA: ORO VALLEY GAR WASH ORO VALLEY, AZ. OWNER: MERCADO DEL RIO LLG KIT DONLEY (520) 742-4503 PURCHAGE AGREEMENT W/ JIM $ MANDY BRAMBLE ARCHITECT: JOHN REDDELL ARGHTEGTS 2501 NORTH HAYDEN ROAD #105 SC OTTSDALE, AZ. 85257 480-146-0242 / 480 G146-0182 (FAX) ZONING ORDINANCE TOWN OF ORO VALLEY ZONING: G-2 SITE DATA: SITE AREA: NET: 53,831.85 S.F. (1.23 AG.) LEGAL: LOT II, MERCADO DEL RIO BUILDING DATA: GARWASH BUILDING RETAIL AREA / RE5TROOM5 2,231 S.F. HASH TUNNEL 1,867 S.F. EQUIPMENT AREA 750 S.F. DETAIL AREA 1,832 S.F. OFFICES (2ND FLR) 1,635 S.F. TOTAL BUILDING SQ.FT. 8,345 S.F. CANOPIES: VACUUM CANOPY 1,470 S.F. FINISHING CANOPY 2,050 S.F. TOTAL CANOPY 50. FT. 3,550 S.F. FUTURE BUILDING 15T FLOOR DETAIL (GARWASH ACCESSORY) 1,165 S.F. RETAIL IOg6 S.F. 2ND FLOOR OFFICE 2,454 S.F. TOTAL BUILDING 50.FT. 4,713 S.F. LOT COVERAGE GARWASH AND CANOPY GOVERAGE 15.5% W/ FUTURE BLOG 22.6% LANDSCAPE AREA 8,g41.44 S.F.(I6 OCCUPANCY GROUP B TYPE OF CONSTRUCTION V-B PARKING GALGULATIONS: PARKING REQUIRED: GARWASH BUILDING EMPLOYEES 8 GUSTOMERS 2 OFFICE (2ND FLR) 1635 / 1000 x 3 = 4.q FUTURE BUILDING 15T FLOOR GARHA5H DETAILING (ACCESSORY TO GARWASH) RETAIL IOg6 / 1000 x 4 = 4.38 2ND FLOOR OFFICE 2454 / 1000 x 3 = 7.36 TOTAL REQUIRED 26.64 OR 27 TOTAL PROVIDED 27 SPACES CARAT QUEUING PROVIDED 14 VEHICLES C)EVELLOPMENT PLAN FOR: I I Oro valley Carwash t� T F) LOT 11 - Mercado Del Rio OV12-04-31 John R e d d e l l Architects, Inc..OHN B. ov8-o4-09 DDELL JR. Architecture Interiors Land Planning PORTION SOUTHEAST 1/4 OF e SECTION 12, TOWNSHIP 12 SOUTH, RANGE 13 EAST ed.• SITE PLAN ZONA. 501 North Hayden Road, Scottsdale, Arizona 85257 GILA d SALT RIVER MERIDIAN, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA Office: (480) 946-0242 Fax: (480) 946-0182 Email: reddellarchitects®eschelon.com Q SCALE: 1`=20'-0n SHEET 2 OF 3 THE OWNER OF THIS PROPERTY MU57 WORK WITH THE ADJACENT PROPERTY OWNER OWNER (BARCLA`1' GROUP) TO PROVIDE A PEDE57R1 AN 51 DEWALK CONNECTING FROM THE ROONE`r RANCH CENTER TO THE MERCADO DEL RIO DEVELOPMENT TO TAKE ADVANTAGE OF THE EXISTING SIDEWALK ON THE EA57 51DE OF LOT 11. IF AN AGREEMENT BETWEEN THE TWO AFOREMENTIONED PARTIES IS RECHED, THE DEVELOPMENT PLAN MU57 BE REVISED ANI7 THE EXACT LOCATION OF THE SIDEWALK MU57 BE APPROVED BY THE PLANNING $ ZONING ADMINI57RA70R. MAX, HtIC-iH I = 5'-0" ABV. ADJ. PAVEMENT MA50NRY W/ 5TUCG0 #4 CONT. IN MIN. 8" DEEP FIN15H PROVIDE DOMED 50LID GROUTED BOND BM. MORTAR GAP. HORIZ. JOINT REINF. AT MAX. I6" O.G. VERT. 8X8Xi6 CONCRETE MA50NRY UNITS IF WALL 5AND STUCCO FIN15H HAS 5TUGG0 FIN15H. ,+ 8X4XI6 ARCHITECTURAL K BLOCK 15 EXP05ED. #4 DOWEL TO MATCH #4 VERTICAL REBAR AT REBAR SPACING AND MAX. 48" O.G. IN 50LID LAP MIN 25" W/ REBAR, GROUTED GELL5. I `_ I �— FIN15H GRADE 50LID GROUT ALL GELL5 BELOW FIN15H GRADE. #4 CONT. N BELOW _ � UNDISTURBED GRADE G.I.P. CONCRETE FOOTING 0 PERIMETER FENCE_ WALL DETAIL GOM\O2\GMUFEN5B 3/4"= 11-0" ORO VALLEY GENERAL NOTES SECTION 14-204 -SECTION B-#8 A. GROSS ACRES OF PROPERTY B. TOTAL ACRES OF GRADED SITE C. TOTAL ACRES OF OPEN SPACE REQUIRED D. TOTAL ACRES OF OPEN SPACE PROVIDED E. TOTAL ACRES OF UNDISTURBED NATURAL AREAS F. ZONING OF PROPERTY G. ZONING OF EACH ADJACENT PROPERTY H. BUIDLING SETBACKS REQUIRED ALONG EACH PERIMETER PROPERTY LINE I. TYPE AND WIDTH OF EACH BUFFER YARD ON PROPERTY J. TYPE AND WIDTH OF BUFFER YARDS LOCATED ON ADJACENT PROPERTIES K. CLASSIFICATION OF EACH PUBLIC PERIMETER STREET ABUTTING THE PROPERTY AND THE TYPE AND WIDTH OF STREET BUFFER YARDS PROVIDED. L. THE PROPERTY OWNER IS RESPONDSIBLE FOR MAINTAINING THE IRRIGATION SYSTEM AS LONG AS NECESSARY IN ORDER TO TRANSITION PLANTS OVER TO NATURAL SOURCES. ANY PLANT MATERIALS THAT DIE FOR ANY REASON, SHALL BE REPLACED IN ACCORDANCE WITH SECTION 4-213 MAINTENANCE. M. THE PROPERTY OWNER SHALL MAINTAIN ALL PLANTS WITHIN THE BUFFER YARDS TO ENSURE UNOBSTRUCTED VISIBILITY TO MOTORISTS. ALL SHRUBS ACCENTS, AND GROUNDCOVERS SHALL NOT EXCEED 2 FEET IN HEIGHT. TREES WILL BE MAINTAINED TO ENSURE THAT BRANCHES/CANOPY FOLIAGE IS NOT BELOW A HEIGHT OF 6 FEET. AVG. OF 75% OF TALLER CANES 1.23 AC. NA NA NA C-2 X X X X FA PLANTING DEPTH TO BE THAT AT WHICH PLANT WAS GROWN. ROOT PRUNE ALL SHREDDED OR DAMAGED ROOTS AND SEAL ALL WOUNDS OR CUTS WITH PRUNING PAINT, AT SITE DUST ENTIRE ROOT STRUCTURE WITH WETTABLE DUSTING SULFUR (1.5 MIN.), APPLY "SUPERTHRIVE", "B1", OR OTHER APPROVED HORMONE AS DIRECTED BY THE MFG. FOR 2 WATERINGS COMMENCING IMMEDIATELY AFTER INSTALLATION. WATER WEEKLY THROUGH SUMMER. NO TRANSPLANTING OPERATIONS MAY OCCUR PRIOR TO 5 DAYS BEFORE INSTALLATION ON SITE. USE 6"-8" ROCKS TO ANCHOR ROOTS. PLANTING MIX SHALL BE 1/3 NITROGEN STABILIZED MULCH AND 2/3 SPEC. SOIL IN AREAS WHERE CALICHE OR HARDPAN OCCURS BENEATH THE ROOTS BORE THROUGH IT WITH AN 8" DIAMETER HOLE. LIGHTLY DUST DECOMPOSED LAN DSCAPE PLAN GRANITE OVER ROOTBALL SCALE 1" = 20' (2) 2" DIA. TREE STAKES. HAMMER 1'-0" MIN. INTO UNDISTURBED SOIL ' (DO NOT STAKE THROUGH ROOT BALL) M LIGHTLY DUST DECOMPOSED GRANITE OVER ROOTBALL ^� CREATE GENTLE SWALE DEPRESSION DO NOT FORM RAISED BASIN ' :� - DO NOT BURY TOP OF ROOTBALL PLANTING SOIL MIXTURE (REFER TO SOIL SPECIFICATIONS) PIT WIDTH: 3x DIA. OF CONTAINER PIT DEPTH: TO EQUAL ROOTBALL PLANTS SHALL BE INSPECTED FOR ROOTBOUND CONDITIONS BEFORE PLANTING. ANY ROOTBOUND PLANT SHALL BE REPLACED WITH SUITABLE PLANT. OCOTILLO PLANTING NO SCALE TREE PLANTING NOT TO SCALE Urban Graphite Landscape Architecture Site Planning Graphic Design 7151 East 6th Avenue Scottsdale, Arizona 85251 80 990 0754 E 'mal1• 'ICRuu b n ra hite com LIGHTLY DUST DECOMPOSED GRANITE OVER ROOTBALL CREATE GENTLE SWALE DEPRESSION DO NOT FORM RAISED BASIN DO NOT BURY TOP OF ROOTBALL PLANTING SOIL MIXTURE (REFER TO SOIL SPECIFICATIONS) PIT DEPTH: TO EQUAL ROOTBALL PIT WIDTH: 3x DIA. OF CONTAINER PLANTS SHALL BE INSPECTED FOR ROOTBOUND CONDITIONS BEFORE PLANTING. ANY ROOTBOUND PLANT SHALL BE REPLACED WITH SUITABLE PLANT. SHRUB PLANTING NO SCALE ORO VALLEY LANDSCAPE STANDARDS SECTION 14-205 -LANDSCAPE STANDARDS 1. ANY PART OF THE DEVELOPMENT SITE WHICH HAS BEEN DISTURBED AND IS NOT REQUIRED FOR BUILDINGS, STRUCTURES, PRIVATE RESIDENTIAL YARDS, LOADING AND VEHICULAR ACCESS WAYS, STREETS, PARKING AND UTILITY AREAS, PEDESTRIAN WALKS AND HARD -SURFACE ACTIVITY AREAS SHALL BE LANDSCAPED. 2. NATURAL DESERT IS AN ACCEPTABLE FORM OF LANDSCAPE. LIVE PLANTS, FROM THE APPROVED PLANT LIST, WALKWAYS, FOUNTAINS, SCULPTURE, ROCK GROUPINGS AND ORGANIC AND INORGANIC GROUNDCOVERS MAY BE USED AS AN ALTERNATIVE. WATER, AGGREGATE AND ARCHITECTURAL FEATURES SHALL NOT BE USED EXCLUSIVE OF LIVING PLANTS. 3. THE PLANTS LISTED IN ADDENDUM "A" ARE RECOMMENDED FOR USE IN ORO VALLEY. THE PLANTING SEED MIXES LISTED IN ADDENDUM "B" ARE REQUIRED FOR ALL RE -VEGETATION PROJECTS IN ORO VALLEY. THE PLANTS LISTED IN ADDENDUM "C" ARE PROHIBITED FROM USE IN ORO VALLEY (SEE ARTICLE 14-2) 4. NATIVE PLANTS SALVAGED FROM THE SITE SHALL BE TRANSPLANTED INTO COMMON AREA, LANDSCAPED AREAS OR FRONT YARDS. WHENEVER FEASIBLE, PLANT SALVAGE SHALL INCLUDE IMMEDIATELY TRANSPLANTING SALVAGED PLANTS IN A PERMANENT LOCATION AS INDICATED ON THE LANDSCAPE PLAN. IMMEDIATELY TRANSPLANT IS PREFERRED TO PLACING SALVAGE PLANTS IN A HOLDING NURSERY FOR FUTURE RELOCATION ON SITE. S. UNLESS OTHERWISE SPECIFIED HEREIN, ALL REQUIRED TREES SHALL BE A MINIMUM OF FIFTEEN (15) GALLONS IN SIZE AND AT LEAST 40 OF THOSE TREES MUST BE TWENTY-FOUR (24) INCH BOXED, OR TWENTY-FOUR (24) INCH SPADED, OR LARGER SIZE. ALL SHRUBS AND ACCENT PLANTS SHALL BE A MINIMUM OF FIVE (5) GALLON IN SIZE. ALL GROUNDCOVER PLANTS SHALL BE A MINIMUM ONE (1) GALLON IN SIZE. ALL PLANT MATERIAL SHALL MEET THE MINIMUM STANDARDS CONTAINED IN THE CURRENT EDITIONS OF THE ARIZONA NURSERY ASSOCIATION'S GROWERS COMMITTEE RECOMENDED TREE SPECIFICATIONS AND THE AMERICAN ASSOCIATION OF NURSERYMAN AS TO SIZE, CONDITION AND APPEARANCE. 6. ALL LANDSCAPED AREAS SHALL BE FINISHED WITH A NATURAL TOPPING MATERIAL WHICH MAY INCLUDE, BUT IS NOT LIMITED TO THE FOLLOWING: TURF, GROUNDCOVER PLANTING, HYDRO -SEED, OR MULCH (ORGANIC OR INORGANIC) OF AT LEAST TWO INCHES IN DEPTH. SHRUBS OR OTHER VEGETATIVE GROUNDCOVER MUST BE PLANTED TO COVER AT LEAST 80% OF THE AREA WITHIN TWO YEARS OF INSTALLATION. 7. NOT APPLICABLE 8. NOT APPLICABLE. 9. ADDITIONAL LANDSCAPING IN STREET RIGHTS OF WAY REQUIRED BY THE TOWN AND SHALL BE SUBJECT TO ACCEPTANCE AND ISSUANCE OF A PERMIT FROM THE TOWN ENGINEER, OR WHERE APPROPRIATE. FROM THE ARIZONA DEPARTMENT OF TRANSPORTATION. WHERE AGGREGATE GROUND COVER IS USED PART OF THE LANDSCAPE TREATMENT ALONG A STREET RIGHT-OF-WAY, THE TOWN MAY REQUIRE THAT THE AGGREGATE GROUND COVER BE EXTENDED INTO THE STREET RIGHT-OF-WAY TO THE EDGE OF THE STREET PAVEMENT OR CURB. 10. LANDSCAPE MATERIALS SHALL NOT OBSTRUCT SIGHT DISTANCES OR VEHICLE TURNING MOVEMENTS. 11. LANDSCAPED AREAS THAT ARE SUSCEPTIBLE TO INJURY BY PEDESTRIAN OR AUTO TRAFFIC SHALL BE PROTECTED BY APPROPRIATE CURBS, TREE GUARDS OR OTHER DEVICES. 12. LANDSCAPE SHALL BE DESIGNED TO MINIMIZE SAND AND GRAVEL BEING CARRIED INTO THE STREETS BY STORM WATER OR OTHER RUNOFF. 13. TREES AND LARGE SHRUBS SHALL BE ADEQUATELY SUPPORTED WHEN PLANTED. NO TREES SHALL BE PLANTED UNDER OVERHEAD SERVICE WIRES IF THEIR MATURE HEIGHTS WILL INTERFERE WITH THOSE WIRES. 14. WHEN ADJACENT TO DEVELOPED RESIDENTIAL USES, THE ENTIRE PERIMETER LANDSCAPE AND SCREENING ALONG THESE PROPERTY LINES SHALL BE INSTALLED IN THE FIRST PHASE OF DEVELOPMENT. 15. EARTH BERMS SHALL HAVE ADEQUATE PLANT MATERIAL OR GROUNDCOVER TREATMENT TO PREVENT EROSION. 16. TURF SHALL NOT EXCEED 15% OF THE TOTAL LANDSCAPED AREA, EXCEPT IN PARKS AND RECREATION AREAS. 17. TREES SHALL NOT BE PLANTED UNDER OUTDOOR LIGHTING STRUCTURES. LANDSCAPE PLANT MATERIAL SHALL BE ARRANGED IN A MANNER NOT TO OBSTRUCT SECURITY LIGHTING. 18. IRRIGATION AND/OR WATERING PLANS SHALL MEET THE MINIMUM STANDARDS OF THE AMERICAN SOCIETY OF IRRIGATION CONSULTANTS. OFF STREET PARKING AND LOADING STANDARDS: 1. EVERY SIXTH ROW OF PARKING SPACES SHALL BE SEPERATED BY A LANDSCAPED ISLAND MEASURING A MINIMUM TEN (10) FEET WIDE (INSIDE OF CURB TO INSIDE OF CURB) RUNNING THE LENGTH OF THE PARKING ROW, PEDESTRIAN WALKWAYS, 4 FEET IN WIDTH, SHALL BE PROVIDED INSIDE THE CURB, RUNNING THE LENGTH OF THE PARKING ROW AND MEAANDERING AROUND THE TREES. THE ISLAND SHALL INCLUDE ONE CANOPY TREE FOR EVERY SIX (6) PARKING SPACES ABUTTING THE ISLAND. 2. ONE CANOPY TREE SHALL BE PLANTED IN EACH RAISED ISLAND.. 3. LOADING AREAS SHALL BE SCREENED FROM ADJOINING PROPERTIES AND PUBLIC THOUGHFARES WITH A MINIMUM FIVE (5) FOOT WIDE LANDSCAPED AREA AND A (6) FOOT HIGH OPAQUE SCREEN, CONSISTING OF A DECORATIVE WALL, EARTH BERMS, VEGETATION OR A COMBINATION OF SUCH ELEMENTS. VEHICULAR AND PEDESTRIAN ACCESS IS ALLOWED WITHIN THESE LANDSCAPED AREAS. J VICINITY MAP ms �pIiDSO4p£ �ZIFiCAT£ q'Pl, 32932 y� PRELIM. DRE AQUIL LAND. PLANT LEGEND TREES SPECIES QTY/SIZE CERCIDIUM PRAECOX 15 GAL./ • PALO BREA 24" BOX • CERCIDIUM FLORIDUM 15 GAL./ BLUE PALO VERDE 24" BOX ACACIA WILLARDIANA 15 GAL6./ • PALO BLANCO 24" BOX • QUERCUS VIRGINIANA 'HERITAGE' 15 GAL./ HERITAGE LIVE OAK 24" BOX PROSOPIS (SO. AM. HYBRID) 15 GAL./ THORNLESS MESQUITE (SO. AM. HYBRID)240 BOX PROSOPIS VELUTINA 15 GA0L./ NATIVE MESQUITE 24" BOX EXISITING TREES SPECIES + CERCIDIUM FLORIDUM BLUE PALO VERDE CERCIDIUM MICROPHYLLUM + FOOTHILL PALO VERDE SHRUBS LEUCOPHYLLUM LAEVIGATUM CHIHUAHUAN SAGE LEUCOPHYLLUM LANGMANIAE 'RIO BRAVO' SAGE SALVIA GREGGII + AUTUMN SAGE LARREA TRIDANTA CREOSOTE * VAUQUELINIA CALIFORNICA ARIZONA ROSEWOOD CASSIA ARTEMISIOIDES FEATHERY CASSIA FOQUERIA SPLENDENS OCOTILLO MUHLENBERGIA RIGENS DEER GRASS MUHLENBERGIA RIGIDA - / 'NASHVILLE' TM ' BAILEYA MULTIRADIATA DESERT MARIGOLD DODONEA VISCOSA 'ATROPURPUREA' PURPLE HOPSEED BUSH CALLIANDRA CALIFORNICA BAIA RED FAIRY DUSTER CAESALPINIA PULCHERRIMA 1. RED BIRD OF PARADISE l HESPERALOE PARVIFLORA RED YUCCA CAESALPINIA MEXICANA MEXICAN BIRD OF PARADISE TECOMA STANS 'ANGUSTATA' TRUMPET BUSH ENCELIA FARINOSA BRITTLE BUSH `~'l/ CYCAS REVOLUTA ` J/ SAGO PALM EXISITING SHRUBS / ACCENTS CALLIANDRA ERLOPHYLLA NATIVE FAIRY DUSTER DODONAEA VISCOSA HOP BUSH CORDIA PARVIFLORA o LITTLE LEAF CORDIA JUSTICA CALIFORNICA 0 CHUPEROSA OPUNTIA ENGELMANNII ENGELMANN'S PRICKELY PEAR x TRANSPLANTED BARRELL CACTUS REFERENCE (NPIP) 5 GAL. 5 GAL. 1 GAL. 5 GAL. 5 GAL. 5 GAL. BR-5 CANES 5 GAL. 5 GAL. 1 GAL. 5 GAL 5 GAL 5 GAL. 5 GAL 5 GAL. 5 GAL 1 GAL 15 GAL 5 GAL 1 GAL 15 GAL 5 GAL. 1 GAL 15 GAL GROUNDCOVERS & VINES DALEA PULCHRA 1 GAL INDIGO BUSH OENOTHERA BERLANDIERI ' MEXICAN EVENING PRIMROSE 1 GAL CONVOLULUOUS CNEORUM 1 GAL. BUSH MORNING GLORY LANTANA MONTEVIDENSIS 1 GAL. + TRAILING LANTANA OENOTHERA STUBBEI 1 GAL. CHIHUAHUAN PRIMROSE RUELLIA PENINSULARIS 'KATIE' 1 GAL KATIE RUELLIA LANDSCAPE MATERIALS 5/8" SCREENED DECOMPOSED GRANITE, 2" DEPTH, COLOR: DESERT GOLD NON TURF OR PAVED AREAS 3' - 5' DIA. 'SURFACE SELECT' GRANITE BOULDERS COLOR: TO MATCH DECOMPOSED GRANITE SLOPE AWAY FROM !_ANC7SGAPE PLAN FOR= Oro Valley Carwash LOT 11 - Mercado Del Rio OV12-04-31 OV8-04-09 PORTION SOUTHEAST 1/4 OF SECTION 12, TOANSHIP 12 SOUTH, R,AN(SE 13 EAST C71 LAB 4 SALT RIMER MERIDIAN, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONAARIZONA CONTOUR INTERVAL ONE FOOT (1) Office. (480) 775-3714 Fax: (4 ) — . mol r a g p LANDSCAPE PLAN 0 10 20 40 - 0 TABLE 2B: REQUIRED PERIMETER STREET FRONTAGE BUFFER YARDS FOR COMMERCIAL USES. PERIMETER STREET ARTERIAL COLLECTOR RESIDENTIAL TYPE STREET FRONTAGE B (30' MIN) B (30' MIN) B (30' MIN) BUFFER YARD TABLE 3: REQUIRED PLANTINGS FOR BUFFER YARD "A" MINIMUM WIDTH 10, 15' 20' 5 TREES 4 TREES NATURAL PLANTS PER 5 SHRUBS 4 SHRUBS DESERT LINEAL FEETT 10 ACCENTS 8 ACCENTS TABLE 4: REQUIRED PLANTINGS FOR BUFFER YARD "B" MINIMUM WIDTH 15' 20' 30' 40' PLANTS PER 100 8 TREES 7 TREES 5 TREES NATURAL LINEAL FEET 8 SHRUBS 7 SHRUBS 5 SHRUBS DESERT L 15 ACCENTS 12 ACCENTS 10 ACCENTS NOTE: ACCENTS IN TABLES 3 AND 4 INCLUDE FLOWERS AND VINES THE NATURAL DESERT BUFFER AREAS MUST PROVIDE AT LEAST 3 TREES AND 15 SHRUBS PER 100 LINEAL FEET. ANY LANDSCAPE ADDED TO MEET THIS REQUIREMENT SHALL BE GROUPED TO BUFFER EXISTING USES AND TO MINIMIZE DISTURBANCE FOR PLANTING AND IRRIGATION. ORO VALLEY GENERAL NOTES SECTION 14-204 -SECTION B-#8 A. GROSS ACRES OF PROPERTY B. TOTAL ACRES OF GRADED SITE C. TOTAL ACRES OF OPEN SPACE REQUIRED D. TOTAL ACRES OF OPEN SPACE PROVIDED E. TOTAL ACRES OF UNDISTURBED NATURAL AREAS F. ZONING OF PROPERTY G. ZONING OF EACH ADJACENT PROPERTY H. BUIDLING SETBACKS REQUIRED ALONG EACH PERIMETER PROPERTY LINE I. TYPE AND WIDTH OF EACH BUFFER YARD ON PROPERTY J. TYPE AND WIDTH OF BUFFER YARDS LOCATED ON ADJACENT PROPERTIES K. CLASSIFICATION OF EACH PUBLIC PERIMETER STREET ABUTTING THE PROPERTY AND THE T'r'PE AND WIDTH OF STREEr BUFFER YARDS PROVIDED. L. THE PROPERTY OWNER IS RESPONDSIBLE FOR MAINTAINIING THE IRRIGATION SYSTEM AS LONG AS NECESSARY IN ORDER TO TRANSITIO J PLANTS OVER TO NATURAL SOURCES. ANY PLAN -I MATERIALS THAT DIE FOR ANY REASON, SHALL BE REPLACED IN ACCORDANCE WITH SECTION 4-213 MAINTENANCE. M. THE PROPERTY OWNER SHALL MAINI =1IN ALL PLANTS WITHIN THE BUFFER YARDS TO ENSURE UNOBSTRUCTED VISIBILITY TO MOTORISTS. ALL SHRUBS ACCENTS, AND GROUNDCOVERS SHALL NOT EXCEED 2 FEET IN HEIGHT. TREES WILL BE MAINTAINED TO ENSURE THAT BRANCHES/CANOPY FOLIAGE IS NOT BELOW A HEIGHT OF 6 FEET. LIGHTLY DUST DECOMPOSED GRANITE OVER ROOTBALL l (2) 2" DIA. TREE STAKES. HAMMER V-0" MIN. INTO UNDISTURBED SOIL (DO NOT STAKE THROUGH ROOT BALL) z LIGHTLY DUST DECOMPOSED g ° GRANITE OVER ROOTBALL CREATE GENTLE SWALE DEPRESSION DO NOT FORM RAISED BASIN M l - DO NOT BURL' TOP OF ROOTBALL PLANTING SOIL MIXTURE ,— nm - (REFER TO SOIL SPECIFICATIONS) PIT WIDTH: 3x DIA. OF CONTAINER PIT DEPTH: TO EQUAL ROOTBALL PLANTS SHALL BE INSPECTED FOR ROOTBOUND CONDITIONS BEFORE PLANTING. ANY ROOTBOUND PLANT SHALL BE REPLACED WITH SUITABLE PLANT. TREE PLANTING NOT TO SCALE A 1.23 AC. X NA NA NA C-2 X X X X X I-ITGHTLY DUST DECOMPOSED GRANITE OVER ROOTBALL CREATE GENTLE SWALE DEPRESSION DO NOT FORM RAISED BASIN DO NOT BURY TOP OF ROOTBALL PLANTING SOIL MIXTURE (REFER TO SOIL SPECIFICATIONS) PIT DEPTH: TO EQUAL ROOTBALL PIT WIDTH: 3x DIA. OF CONTAINER PLANTS SHALL BE INSPECTED FOR ROOTBOUND CONDITIONS BEFORE PLANTING. ANY ROOTBOUND PLANT SHALL BE REPLACED WITH SUITABLE PLANT. SHRUB PLANTING NO SCALE SCaLE1-=o LANDSCAPE PLAN THIS �► SITE T VICINITY MAP "'s ORO VALLEY LANDSCAPE PLANT LEGEND STANDARDS TREES SPECIES QTY/SIZE SECTION 14-205 -LANDSCAPE STANDARDS 7 \ CERCIDIUM PRAECOX 1. ANY PART OF THE DEVELOPMENT SITE WHICH HAS BEEN DISTURBED AND IS � PALO BREA 15 GAL./G; 24" BOX/v NOT REQUIRED FOR BUILDINGS, STRUCTURES, PRIVATE RESIDENTIAL YARDS, PROSOPIS VELUTINA 15 GAL./13 LOADING AND VEHICULAR ACCESS WAYS, STREETS, PARKING AND UTILITY NATIVE MESQUITE 24" BOX/cam AREAS, PEDESTRIAN WALKS AND HARD -SURFACE ACTIVITY AREAS SHALL BE LANDSCAPED. EXISITING TREES SPECIES 2. NATURAL DESERT IS AN ACCEPTABLE FORM OF LANDSCAPE. LIVE PLANTS, FROM THE APPROVED PLANT LIST, WALKWAYS, FOUNTAINS, SCULPTURE, ROCK GROUPINGS AND ORGANIC -F CERCIDIUM FLORIDUM — j BLUE AND INORGANIC GROUNDCOVERS MAY BE USED AS PALO VERDE �;� AN ALTERNATIVE. WATER, AGGREGATE AND ARCHITECTURAL FEATURES SHALL NOT BE USED EXCLUSIVE OF LIVING // 1 i- I CERCIDIUM MICROPHYLLUM PLANTS. FOOTHILL PALO VERDE 3. THE PLANTS LISTED IN ADDENDUM A ARE RECOMMENDED FOR USE IN ORO VALLEY. THE PLANTING SEED MIXES LISTED IN ADDENDUM "B" ✓� SHRUB ARE REQUIRED FOR ALL RE -VEGETATION PROJECTS IN ORO VALLEY. THE PLANTS LISTED IN LEUCOPHYLLUM LAEVIGATUM 5 GAL./34 ADDENDUM "C" ARE PROHIBITED FROM USE IN ORO VALLEY (SEE ARTICLE \ CHIHUAHUAN SAGE 14-2) /1 CAESALPINIA ME XICANA 1 GAL../15 4. NATIVE PLANTS SALVAGED FROM THE SITE SHALL BE TRANSPLANTED INTO MEXICAN BIRD OF PARADISE COMMON AREA, LANDSCAPED AREAS OR FRONT YARDS. WHENEVER FEASIBLE, CASSIA ARTEMISIOIDES 5 GAL./26 PLANT SALVAGE SHALL INCLUDE IMMEDIATELY TRANSPLANTING SALVAGED FEATHERY CASSIA PLANTS IN A PERMANENT LOCATION AS INDICATED ON THE LANDSCAPE PLAN. MUHLENBERGIA RIGENS 5 GAL./44 tD IMr,1EDIATELY TRANSPLANT IS PREFERRED TO PLACING SALVAGE PLANTS IN A DEER GRASS HOLDING NURSERY FOR FUTURE RELOCATION ON SITE. 5. UNLESS OTHERWISE SPECIFIED HEREIN, DAC'TIFLORIA 5 GAL./18 �)J' ALL REQUIRED TREES SHALL BE A GREEN DESERT SPOON A\ MINIMUM OF FIFTEEN (15) GALLONS IN SIZE AND AT LEAST 40 OF THOSE BAILEYA MULTIRADIATA 1 GAL./9 TREES MUST BE TWENTY-FOUR (24) INCH BOXED, OR TWENTY-FOUR (24) INCH DESERT MARIGOLD SPADED, OR LARGER SIZE. ALL SHRUBS AND ACCENT PLANTS SHALL BE A MINIMUM OF FIVE (5) GALLON IN SIZE, ALL GROUNDCOVER PLANTS SHALL BE ALLIANDRA ERLOPHYLLA ATIVE FAIRY DUSTER 5 GAL./28 A !MINIMUM ONE (1) GALLON IN SIZE. ALL PLANT MATERIAL SHALL MEET THE M.IlNIMUM STANDARDS CONTAINCD IN THE CURRENT EDITIONS OF THE HESPERALOE PARVIFLORA 5 GAL./23 A!'?ZONA NURSERY ASSOCIATION'S GROWERS COMMITTEE RECOMENDED TREE RED YUCCA SPECIFICATIONS AND THE AMER.ICAN ASSOCIATION OF NURSERYMAN AS TO SIZE, CONDITION AND APPEARANCE. GROUNDCOVERS & ACCENTS 6. ALL LANDSCAPED AREAS SHALL BE FINISHED WITH A NATURAL TOPPING MATERIAL WHICH MAY INCLUDE, BUT IS NOT LIMITED TO THE FOLLOWING: TURF, GROUNDCOVER PLANTING, HYDRO -SEED, OR MULCH (ORGANIC OR O ECHINOCACTUS GRUSONII 5 GAL,/35 II'•j,�RGANIC) OF AT LEAST TWO INCHES IN DEPTH. SHRUBS OR OTHER GOLDEN BARREL VEGETATIVE GROUNDCOVER MUST BE PLANTED TO COVER AT LEAST 80% OF TI1E AREA WITHIN TWO YEARS OF INSTALLATION. (n- CLANDI ILARIA GOODDINGII 1 GAL./48 7. TOOT APPLICABLE GOOD'u"ING VERBENA 8. NOT APPLICABLE. MELAMPODIUM LEUCANTHUM Q 1 GAL../48 9. ADDITIONAL LANDSCAPING IN STREET RIGHTS OF WAY REQUIRED BY THE LACKFOOT DAISY -TOWN AND SHALL BE SUBJECT TO ACCEPTANCE AND ISSUANCE OF A PERMIT � LANTANA MONTEVIDENSIS 1 GAL./27 ,- , r'-" " 4 THE TOWN ENGINEER, OR WHERE APPROPRIATE. FROM THE ARIZONA PURPLE `TRAILING LANTAN�i y DFPARTMENT OF TRANSPORTATION. WHERE AGGREGATE GROUND COVER IS LANDSCAPE MATERIALS USED PART OF THE LANDSCAPE TREATMENT ALONG A STREET RIGHT-OF-WAY, 1-1-1E TOWN MAY REQUIRE THAT THE AGGREGATE GROUND COVER BE EXTENDED 5/8" SCi �ENED DECOMPOSED GRANITE, INTO THE STREET RIGHT-OF-WAY TO THE EDGE OF THE STREET PAVEMENT OR ThI, 2" DI_PCO COLOR: DESERT GOLD CO P C011,' B. NON IR.F PAVED AREAS 1(.I. tANDI SCAPE MATERIALS SHALL NOT OBSTRUCT SIGHT DISTANCES OR V..HICLE TURNING MOVEMENTS. .I "i LANDSCAPED AREAS THAT ARE SUSCEPTIBLE TO INJURY BY PEDESTRIAN OR AUTO TRAFFIC SHALL BE PRE.I ECTED BY APPROPRIATE CURBS, TREE G', AIZDS OR OTHER DEVICES. 1'' LANDSCAPE SHALL BE DESIGNED TO MINIMIZE SAND AND GRAVEL BEING C/RRNED INTO THE STREETS BY STORM WATER OR OTHER RUNOFF. I" "TREES AND LARGE SHRUBS SHALL BE ADEQUATELY SUPPORTED WHEN Pi rkrITED. NO TREES SHALL BE i-L.ANTED UNDER OVERHEAD SERVICE WIRES IF T1 i R 'NIA TURF HEIGHTS WILL. IIu T ERFI=RE WITH THOSE WIRES. l'l`'Yvi-IEN ADJACENT T(' DEVEI `_;PED RESIDENTIAL USES, THE ENTIRE t-_'ITM TER LANDSCAPE AND SCi2EENING ALONG THESE PROPERTY LINES SHALL 'L31 INSTALLED IN T11E FIRST PHA_OF DEVELOPMENT. 1'- F^,RTH BERMS SHALL HAVE ADEQUATE PLAINT MATERIAL OR GROUNDCOVER <'T MENT TO PREVENT EROSInN. 4 1.b. l'URF SHALL NOT EXCEED 151'o OF THE TOTAL LANDSCAPED AREA, EXCEPT Ili I'ARKS AND RECREATION AREAS. 1 "-,'-REES SHALL NOT BE PLANTED UNDER OUTDOOR LIGHTING STRUCTURES. Lief OSCAPE PLANT MATERIAL SlIALL BE ARRANGED IN A MANNER NOT TO 011STRUCT SECURITY LIGHTING. 1 ' ;.RRIGAT ION AND/OR WATER._.NI G PLANS SHALL MEET THE MINIMUM SIl%ii DARDS OF THE AMERICAN SOCIETY OF IRRIGATION CONSULTANTS. OFF STREET PARKING AND LOAD_; !G STANDARDS: 1. EZVERY SIXTH ROW OF PARK.IP� 1.-: SPACES SHALL BE SEPERATED BY A LikT,;DSCAPED ISLAND MEASURING A MINIMUM TEN (10) FEET WIDE (INSIDE OF CM,'13 TO INSIDE OF CURB) RUNNING THE LENGTH OF THE PARKING ROW. PT.." )ESTRIAN WALKWAYS, 4 FEET IN WIDTFH, SHALL BE PROVIDED INSIDE THE CLII,B, RUNNING THE LENGTH OF THE PARKING ROW AND MEAANDERING rU"UND THE TREES. THE ISLAND SHALL INCLUDE ONE CANOPY TREE FOR VERY SIX (6) PARKING SPACES ABUTTING THE ISLAND. 2. ONE CANOPY TREE SHALL BE PLANTED IN EACH RAISED ISLAND.. 3. L.OADING AREAS SHALL BE SC:cE'NED FROM ADJOINING PROPERTIES AND PUBLIC THOUGHFARES WITH A MINIMUM FIVE (5) FOOT WIDE LANDSCAPED AREA AND A (6) FOOT HIGH OPAQUE SCREEN, CONSISTING OF A DECORATIVE WALL, EARTH BERMS, VEGETATION OR A COMBINATION OF SUCH ELEMENTS. VEHICULAR AND PEDESTRIAN ACCESS IS ALLOWED WITHIN THESE LANDSCAPED AREAS. 9,`\C)o 0 Naha J C L C -T:- "rb-,Em" graphite dba urbgn graphite, Ilo 7151 e. sixth avenue building d scottsdale, arzona 85251 phone 480-775.3714 fax 480-990.0754 mail@urbangraphite.com LANDSCAPE 1 OF 4 CONTOUR INTERVAL ONE FOOT (1) 18-30yNVIM ! ^9 a31�()�1ddd doSrq,8alZdr0! :X 01m, Valle wt Carwash Mercado Del Rio Lot 11 Oro Valley, Aria ona John Reddell Architects, Inc. Architecture Interiors Land Planning 2501 N. Hayden Road #103 Scottsdale, Arizona 85257 , a,3 p (480) 946-0242 Fax: (480)946-018 /�4 � GA q� Email: reddellarchitects@eschelon.co Date: 05/16/05 �' 329 2 Revision : Ld DR I A -a 1 l� A A u P lrawings and Spedflaatlons as Instruments of serrloe are and shall mnIaln the imperty of the Amhlted whether the Projed for whl h they were prepaid Is d or na,wb not. They are rot ba be used on other PrjecbS or e.ba sle tV this 'r ject except by agreement In writing and with appmprHth aomper Al. m ohn Redddl Arhlhsts, I— :npynght Jhn Redddl Archlt ts, I— "In BOX AS PER LOCAL CODE ELECTRIC 110VAC POWER SUPPLY CONTROLLER PROVIDED BY GEN. CONTRACTOR VALVE WIRE (TYPE UF) CONDUIT FOR CONTROL WIRING NOTE: REFER TO PLANS FOR EXACT LOCATION. SEE SPECS & WIRING DIAGRAM II Bill -' FOR MORE INFORMATION. DIRECT BURIAL WIRES TO VALVES -MOUNT CONTROLER PER MANUFACTURER'S SPECS. -ALL WIRE TO BE INSTALLED PER LOCAL CODE ELECTRIC CONTROLLER NO SCALE NOTES: 1) INSTALL A MINIMUM OF THREE (3) MULTI -PORT EMITTERS PER TREE EQUALLY SPACED AROUND DRIPLINE OF TREE CANOPY TYPICAL. OPEN ADDITIONAL PORTS AND INSTALL SPAGHETTI DISTRIBUTION TUBING TO PROVIDE ADEQUATE WATER AS TREE MATURES (TYP) 2) FOR SLOPED CONDITIONS PLACE DISTRABUTION POINT AT THE HIGH POINT OF PLANTING WELL EMITTER PLACEMENT MINIMUM 18" MIN X SPAGHETTI DIST. TUBING (MAX. RUN 4'-0") DECOMPOSED GRANITE MULTI -PORT EMITTER �,.. ELEVATION EMITTER PIT BOX EA PVC FLEX HOSE PVC DRIP LATERAL (TYP). MULTI -PORT EMITTER FLUSH VALVE/END CAP MULTI -PORT EMITTER SCH 40 PVC FITTING (TEE OR ELBOW) --SPAGHETTI DIST. TUBING (MAX. RUN W-0") +�----- CLASS 200(MIN) PVC LATERAL PLAN SYMBOL: // NO SCALE IRRIGATION CONTROL VALVE PIT BOX FINISH GRADE 6" DIA. P.V.0 PIPE EXTENSION (LENGTH AS REQ'D) f BRA`;S GATE VALVE SIZi TO MAINLINE PVC MALE ADAPTOR MAIN LINE NOTE: REFER TO SPECS FOR MORE INFO. SEE PLANS FOR EXACT LOCATIONS. 4" OR LARGER GATE VALVES SHALL HAVE 2" SQUARE NUT. PLAN SYMBOL: GATE VALVE & COVER NO SCALE NOTE: REFER TO SPECS 9, 10 & 11 FOR MORE INFORMATION SEE PLANS FOR EXACT LOCATIONS. BRASS BALL VALVE— MAIN��/ SUPPLY.�— WIRE BUNDLE /\ FLOW MALE ADAPTO PVC ADAPTOR 2 DEEP PEA \ GRAVEL 3/8" MINUS PLAN SYMBOL DRIP VALVE ASSEMBLY UNIT NOTE: SOIL DENSITY AROUND VALVE ASSEMBLY TO SAME DENSITY AS UNDISTURBED SOIL. P.V.C. —� LATERAL 1 TRENCHING BACKFILL IN TRENCH TO BE VOID OF ANY MATERIAL THAT MAY DAMAGE OR IMPAIR PIPES OR WIRING MIN. 4" HOR. CLEARANCE BETWEEN PIPES 4" CLR. OUT TO OUT V BUNDLE AND TAPE ALL WIRING AT 10' O.C. P.V.C. MAINLINE NOTE: SNAKE PIPE AND WIRING IN TRENCHES TO ALLOW FOR CONTRACTION NO SCALE 4 0 VALVE BOX SET LID FLUSH WITH F.G. CONTROL VALVE USE 1" PVC PIPE AND SIZE DOWN AT TEE PRESSURE REGULATOR WYE FILTER NO SCALE FLUSH VALVE 6" ROUND PLASTIC VALVE PIT MULCH OR D.G. FINISH GRADE PVC END CAP FLUSH ASSEMBLY 1/2" CLASS 200 PVC OR POLY LATERAL 6" DEEP PEA GRAVEL BASIN PLAN SYMBOL: NO SCALE SCALE 1-=0IRRIGATION PLAN THIS---* - SITE N VICINITY MAP wS -THE IRRIGATION PLAN IS DIAGRAMMATIC AND IT SHALL BE THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO ADJUST THE LOCATION OF OR WATERING RATE OF ANY HEAD OR DRIP EMMITER TO PROVIDE FULL AND ADEQUATE COVERAGE OR TO ADD ADDITIONAL HEADS AS NECESSARY TO ENSURE 100% COVERAGE TO TURF AND OPTIMUM GROWING CONDITIONS FOR ALL PLANT MATERIAL. CONTRACTOR TO ASSUME LIABIILITY FOR INSUFFICIENT IRRIGATION. -THE IRRIGATION SYSTEM HAS BEEN DESIGNED FOR 65 PSI. THE IRRIGATION CONTRACTOR SHALL VERIFY THE WATER PRESSURE IN THE FIELD AND NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD A DISCREPANCY EXIST. -THE IRRIGATION CONTRACTOR SHALL SIZE THE PIPE ACCORDING TO THE PIPE SCHEDULE. GALLONS PER MINUTE ARE CALCULATED BY THE COMBINED EMISSION HEAD OUTPUT DOWNLINE FROM PIPE BEING SIZED. -IRRIGATION SLEEVES ARE TO BE SCHEDULE 40 PVC WITH A MINIMUM DIAMETER TWICE THE SIZE OF THE IRRIGATION MAIN LINE. IRRIGATION SLEEVES ARE TO EXTEND 12" BEYOND EDGE OF PAVEMENT, WALL OR CURB AND A MINIMUM OF 36" BEYOND EDGE OF SIDEWALKS. PROVIDE SEPERATE SLEEVE FOR WIRE AT EACH SLEEVE LOCATION. -CONTROLLERS ARE TO BE PROGRAMMED TO ALLOW SUFFICIENT FLOW RATES ARE MAINTAINED THROUGHOUT THE SYSTEM. -ALL VALVE BOXES (IRRIGATION, GATE VALVES, FLUSH CAP, WATER FEATURES, CONTROL WIRE ETC.) ARE TO BE PLACED IN DECOMPOSED GRANITE/PLANTING AREAS. UNDER NO CIRCUMSTANCES ARE THE VALVE BOXES TO PLACED IN A LAWN OR HARDSCAPE AREA. BOX/LID COLOR TO MATCH ADJAVENT GRANITE/SURFACE MATERIAL. -THE GENERAL CONTRACTOR IS RESPONDSIBLE TO PROVIDE POWER TO THE IRRIGATION CONTROLLER -SUBMIT SHOP DRAWINGS OF PROPOSED SYSTEM, LAYOUT AND ANY PRE -AGREED UPON EQUIPMENT AND/OR LAYOUT MODIFICATION FOR LA APPROVAL PRIOR TO INSTALLATION. -LOCATE PARTS AND EQUIPMENT (ELEC. VALVES, GATE VALVES, FLUSH VALVES, QUICK COUPLER VALVES AND CONTROLLERS) FOR LA APPROVAL PRIOR TO INSTALLATION. -SCREEN SERVICE EQIPMENT WITH LANDSCAPE MATERIAL FROM VIEW OF STREETS, WALKWAYS AND ADJACENT PROPERTIES. -24 VOLT WIRING TO BE #14 UFUL DIRECT BURIAL -SOLID COPPER -WIRE SLEEVE TO BE 2" CLASS 200 PVC (MIN.) -EXTEND (2) ADDITIONAL CONTROL WIRES TO FURTHEST VALVE BOX, WIRE TO CONTROLLER, COIL WIRE AND LABEL STATION NUMBERS. SUBMIT AS -BUILT RECORD DRAWINGS ILLUSTRATING COMPLETE IRRIGATIONS SYSTEM TO LA/OWNER REP. AT TIME OF COMPLETION OF CONSTRUCTION AND PRIOR TO FINAL PAYMENT. -CIVIL PLANS SHALL GOVERN IN THE INSTALLATION OF WATER, SEWER, STORM DRAINAGE AND FIRE 41 PROTECTION LINES. SEE CIVIL PLANS FOR LOCATION AND SIZES. NOTE: REFER TO SPECIFICATIONS FOR MORE INFORMATION. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION PER LOCAL CODE TEST COCKS W/BRASS PLUGS OR ADAPTORS W/ CAPS INSTALLED (4 REQUIRED) COPPER TYPE "L" PIPE SPOOL 3/4" THRU 2-1/2" COPPER 90 ELBOW 3/4" THRU 2-1/2" COPPER TYPE "L" PIPE 12"' MI FLOW SPOOL 3/4" THRU 2-'1/2" 24" MAX. —„o- INLET TO BE AS CLOSE TO SERVICE CONNECTION AS POSSIBLE. INLET 18" COPPER ON INLET SIDE. FLOW e5\gn e /oho s a� c "-7c, grc-3phitea dba urban graphite, ila 7151 e. sixth avenue building d scottsdale, arzona 85251 phone 480-775.3714 fax 480-990.0754 mail©urban graphite. com L EMITTER SCHEDULE 7 PLANT PLANT GPH PER # OF TOTAL GPM TYPE SIZE OUTLET OUTLET PER PLANT TREES 15 GAL. 2 GPH 3 6 GPH TREES 24" BOX 2 GPH 4 8 GPH TREES 36" BOX 2 GPH 5 10 GPH TREES 48" BOX 2 GPH 6 12 GPH SHRUBS 5 GAL. 1 GPH 2 2 GPH PLANTS SHRUBS 1 GAL. 1 GPH 1 1 GPH AND G.C. [P�EEGEND 1/2" 0-5 G.P.M. CLASS 200 PVC 3/4" 6-10 G.P.M. SCHED. 40 PVC 1" 11-15 G.P.M. SCHED. 40 PVC =--- 1-1/4" 16-25 G.P.M. D=DRIP/T=TURF/PD=PALMS DRIP X VALVE SIZE #" R ;P EQUIPMENT RAINBIRD .75 3-STATION ELECTRIC VALVE PRESSURE REGULATOR 420-3/4 (150 MESH) HYDRO RAIN WYE STRAINER VALVE BOX BY CARSON-OR APPROVE EQUAL RAINBIRD 16A-FDV 1/2" FUSH VALVE —� OR APPROVED EQUAL PVC DRIP SYSTEM - SEE DETAIL THIS SHEET EMITTER LINE W/ BUG CAPS EMITTERS PER TREE -EQUALLY SPACED At, OR TIE INTO EXISTING WATERLINE EQUIPMENT (1) 1" WATER METER - INSTALL PER CIVIL R PLAN AND ALL LOCAL CODES (1) FEBCO 825Y-BV 1" REDUCED PRESSURE BACKFLOW PREVENTER (1) IRRITROL DIAL 16B 16 STATION AC OR APPROVED EQUAL WATEROUS SERIES 500 1" BRASS GATE 1 AL"E OR APPROVED EQUAL CARSON-OR APPROVE EQUAL VALVE BOXES NOTE: 1. ALL EMISSION POINTS TO BE LOCATED ON THE UPHILL SIDE OF PLANT MATERIAL ONE EMISSION POINTS TO BE LOCATED AT THE PLANT BALL, WITH THE ADDITIONAL POINTS WITHIN PLANT PIT PERT: METER. 2. SCREEN ENCLOSURE TO BE GUARDSHACK AS MANUFACTURED BY BACLFLOW PREVENTION DEVICE ENCLOSURES INC. 602-788-5411 OR APPROVED EQUAL. FIj`V43I1j: POWDER COAT ' IOLOR: DESERT TAN. PROVIDE 4" THICK CONC. SLAB FOR ENCLOSURE FOUNDATION. CITY APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY W/BALL VALVES COPPER TYPE "L" PIPE SPOOL COPPER 90 ELBOW 3/4" THRU 2-1/2" �-- COPPER TYPE "L" PIPE SPOOL �-- BRASS OR COPPER UNION r.-- COPPER TYPE "L" PIPE SPOOL ® 48" MIN. COPPER OUTLET TO PVC MAINLINE FLOW PLAN SYMBOL:-11!�— F- 61 10 20 40 RRIGATIQN 2 OF 4 CONTOUR INTERVAL ONE FOOT (1) GENERAL NOTES: -CONTACT THE CITY WATER & WASTEWATER OPERATIONS BACKFLOW PREVENTION FOR LATEST LIST OF APPROVED BACKFLOW PREVENTION ASSEMBLIES OR CERTIFIED TESTERS. -BACKFLOW PREVENTERS MUST BE TESTED BY A CERTIFIED TESTER BEFORE FINAL APPROVAL IS ISSUED. -COPPER FITTINGS SHALL BE CONNECTED WITH LEAD FREE SOLDER JOINTS. -ALL NIPPLES TO BE BRASS OR COPPER. -PIPING UNDER CITY RIGHT-OF-WAY MUST BE COPPER TYPE "K" -CALL BACKFLOW PREVENTION, FOR UNDERGROUND INSPECTION PRIOR TO BACKFILLING TRENCHES. -INSTALL BACKFLOW UNIT WITHIN AN APPROVED SECURITY CAGE. NO SCALE Oro Valley Carwash t Mercado Del Rio Lot 11 Oro Valley, Arizona John Reddell Architects, Inc. Architecture Interiors Land Planning 2501 N. Hayden Road #103 Scottsdale, Arizona 85257 �p,NDSCApE (480) 946-0242 Fax: (480)946-018 2 Email: reddellarchitects@eschelon.co Date: 05/16/05 ti 32932 b Revisions: Al DRE M QUI I A —+ /_L\ 9�'r p A U5 )rz C gs and Spedfkatlons as instruments of service are and shell __1r` the nopelty of the Archlbect whether the pm)ect far which they were prepared 3 :xeacted ar not They are not to be used on other Pryects or eXtersi ns to this bhn Redddi Arthit blindairc "IAlh agreement InMnting and .vTte appropna�mmpert atbn !4 s, I ;apyrfght John Redden ArchRects, Inc SECTION 02810 IRRIGATION SYSTEM 0 1.0 GENERAL CONDITIONS 1.1 CONTRACTOR SHALL VISIT AND INSPECT SITE AND BE THOROUGHLY INFORMED OF ALL EXISTING CONDITIONS PRIOR TO THE BID. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THOSE SHOWN ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR CLARIFICATION. 1.2 "PROJECT COMPLETION" SHALL BE DEFINED AS THE DATE CONSTRUCTION IS COMPLETE AND THE MAINTENANCE PERIOD BEGINS. 1.3 THE IRRIGATION CONTRACTOR, WITH THEIR BID SUBMITTAL SHALL PROVIDE WRITTEN VERIFICATION OF THREE (3) YEARS DEMONSTRATIVE ABILITY TO PERFORM THE WORK SPECIFIED HEREIN. PAST WORK SHALL BE OF SIMILAR TYPE, SCALE AND QUALITY. 2.0 WORK SPECIFIED HEREIN 2.1 THE WORK SPECIFIED WITHIN THIS SECTION SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE ALL THE IRRIGATION AS DETAILED AND SPECIFIED, INCLUDING THE FOLLOWING WORK REASONABLY INCIDENTAL THERETO. 2.2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING WORK UNLESS OTHERWISE SPECIFIED ON THE PLANS. 2.2.1 COORDINATION OF ALL THE IRRIGATION WORK TO INSURE SUCCESSFUL INTEGRATION WITH THE LANDSCAPING. 2.2.2 ACCEPTING THE FINISHED GRADE PROVIDED, +/- 0.1 OF A FOOT AS SHOWN ON THE GRADING PLAN. 3.0 SAMPLES & TESTS 3.1 THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO TAKE AND ANALYZE SAMPLES OF MATERIALS FOR CONFORMITY TO SPECIFICATIONS AT ANY TIME. CONTRACTOR SHALL FURNISH SAMPLES UPON REQUEST BY LANDSCAPE ARCHITECT. REJECTED MATERIALS SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND. REPLACED AT THE CONTRACTOR'S EXPENSE. COST OF TESTING OF MATERIALS NOT MEETING SPECIFICATION SHALL BE PAID BY CONTRACTOR. 3.2 UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PASSING ALL CITY REQUIRED INSPECTIONS, TESTING AND PERFORMANCE VERIFICATION OF THE IRRIGATION SYSTEM REPRESENTED ON THESE PLANS. 3.3 REQUIREMENTS OF REGULATORY AGENCIES: 3.3.1. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH LATEST RULES AND REGULATIONS OF SAFETY ORDERS OF DIVISION OF INDUSTRIAL SAFETY, THE UNIFORM PLUMBING CODE, AND OTHER APPLICABLE LAWS OR REGULATIONS, 3.3.2. SHOULD THE CONTRACT DOCUMENTS BE A VARIANCE WITH REGULATORY REQUIREMENTS, NOTIFY LANDSCAPE ARCHITECT AND RECEIVE INSTRUCTIONS BEFORE PROCEEDING WITH WORK AFFECTED. 3.4 TESTING, 3.4.1. PRELIMINARY REVIEW OF COMPLETED INSTALLATION WILL BE MADE BY LANDSCAPE ARCHITECT PRIOR TO BACKFILLING OF TRENCHES AND DURING HYDROSTATIC TESTING. 3.4.2. FINAL REVIEW WILL BE MADE IN CONJUNCTION WITH THE FINAL REVIEW OF SHKUB AND TREE PLANTING. 4.0 COORDINATION AND RESPONSIBILITY 4.1 COORDINATE AND COOPERATE WITH OTHER TRADES WORKING ON THE SITE FOR SUCCESSFUL COMPLETION OF THE PROJECT. 4.2 BEFORE COMMENCING WORK ON THE SITE, BECOME THOROUGHLY ACQUAINTED WIT!, LAYOUT OF ALL UNDERGROUND UTILITIES AND STRUCTURES OVER THE ENTIRE SITE. ALL REQUISITE REPAIRS TO CORRECT DAMAGE CAUSED BY WORK OF THIS SECTION SHALL BE AT THE CONTRACTOR'S EXPENSE. CONTRACTOR MUST ADDRESS DEMOLITION NOTES IN LANDSCAPE SPECIFICATIONS. 4.3 ALL EXISTING PLANT MATERIAL AND ASSOCIATED ELEMENTS NOT INDICATED FOR REMOVAL SHALL BE PROTECTED AND MAINTAINED AS NECESSARY TO ENSURE SURVIVAL. SHOULD A TEMPORARY IRRIGATION SYSTEM BE REQUIRED TO ENSURE SURVIVAL, THE CONTRACTOR SHALL PROVIDE SUCH SYSTEM AS PART OF THIS CONTRACT. COORDINATE WORK WITH GENERAL CONTRACTOR. 4.4 A PRECONSTRUC LION CONFERENCE TO DISCUSS THE IRRIGATION PROJECT WORK SHALL BE HELD AT A TIME AGREED UPON. THE CONTRACTOR, TOGETHER WITH REPRESENTATIVES OF HIS LANDSCAPE SUBCONTRACTOR, SHALL ATTEND, AS WILL THE OINNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. THE PURPOSE OF THIS CONFERENCE IS TO DISCUSS THE PROJECT IN DETAIL, INCLUDING SCHEDULING OF WORK, SITE PREPARATION, INTERPRETATION OF DOCUMENTS AND TO ANSWER QUESTIONS THAT MAY ARISE. UNLESS FOLLOWED UP IN WRITING, VERBAL AUTHORIZATIONS OR ACKNOWLEDGMENT BY ANYONE PRESENT SHALL NOT BE BINDING. 5.0 STANDARDS 5.1 EXISTING CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE OR BREAKAGE TO EXISTING EQUIPMENT,. AND RETURNING IT TO ITS EXISTING CONDITION (INCLUDING PIPE, FIXED STRUCTURES, OR LANDSCAPING), BEING SURE TO FLUSH AND CLEAN OUT ALL VALVES AND SPRINKLERS AS IS NECESSARY. THE CONTRACTOR SHALL REFER TO THE DRAWINGS PROVIDED, . AND CONSULT THE PROJECT SUPERINTENDENT TO AVOID DAMAGE TO EXISTING FEATURES AND UTILITIES. REFER TO DEMOLITION NOTES ON LANDSCAPE SPECIFICATIONS SHEET. 5.2 MATERIALS: ALL MATERIALS TO BE INCORPORATED IN THIS SYSTEM SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED WITHIN THE CONSTRUCTION DOCUMENTS. WHENEVER MATERIAL IS SPECIFIED BY NAME OR NUMBER, SUCH SPECIFICATIONS SHALL BE DEEMED TO FACILITATE A DESCRIPTION OF THE MATERIAL; NO SUBSTITUTIONS OF MATERIAL SHALL BE PERMITTED UNLESS SPECIFICALLY APPROVED BY THE CITY IN WRITING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES MAY BE APPROVED. ALL PIPE DAMAGED OR REJECTED BECAUSE OF DEFECTS SHALL BE REMOVED FROM THE SITE. 5.3 RECORD DRAWINGS: THE OWNER SHALL FURNISH THE CONTRACTOR WITH ONE (1) SET OF BOND PLOTS, SHOWING ALL WORK REQUIRED UNDER THIS CONTRACT, FOR THE PURPOSE OF HAVING THE CONTRACTOR RECORD ON THESE PRINTS ALL CHANGES THAT MAY BE MADE DURING THE ACTUAL INSTALLATION OF THE SYSTEM. IMMEDIATELY UPON INSTALLATION OF ANY PIPING, VALVES, WIRING, ETC., IN LOCATIONS OTHER THAN SHOWN ON THE ORIGINAL DRAWINGS, OR OF SIZES OTHER THAN INDICATED, THE CONTRACTOR SHALL CLEARLY INDICATE SUCH CHANGES ON THE SET OF DRAWINGS WITH DIMENSIONS OF MAIN LINE FITTINGS, GATE VALVES, AND MAIN LINE ROUTING EVERY 100'. (AFTER FINAL ACCEPTANCE OF THE COMPLETED INSTALLATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING COMPLETE DRAWINGS PREPARED SHOWING ALL SUCH CHANGES AND THESE "AS BUILT DRAWINGS" SHALL BE TURNED OVER TO THE OWNER'S REPRESENTATIVE FOR RECORDING PURPOSES, WITH THE REST OF THE MYLARS AT THE END OF THE JOB). 5.4 MATERIAL STORAGE AND CLEAN UP: THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM RUBBISH AND DEBRIS AT ALL TIMES AND SHALL ARRANGE HIS MATERIAL STORAGE SO AS NOT TO INTERFERE WITH THE CONSTRUCTION OF THE PROJECT BY OTHER TRADES. ALL UNUSED MATERIAL, RUBBISH AND DEBRIS SHALL BE REMOVED FROM THE SITE PER DEMOLITION NOTES ON LANDSCAPE SPECIFICATIONS. 5.5 EQUIPMENT, TOOLS AND LABOR: THE CONTRACTOR SHALL FURNISH ALL SUCH, EQUIPMENT, TOOLS, AND LABOR NECESSARY TO COMPLETE WORK IN AN EFFICIENT AND ACCEPTABLE MANNER. THIS CONTRACT IS BASED ON THE CONTRACTOR FURNISHING AND USING HIS OWN EQUIPMENT, TOOLS AND LABOR WHICH ARE SUITABLE TO CARRY OUT THIS CONTRACT IN A FIRST CLASS MANNER, UNLESS OTHERWISE HEREIN SPECIFIED. 5.6 THE INSTALLATION THE CONTRACTOR SHALL UNDERSTAND THAT THESE DRAWINGS ARE DIAGRAMMATIC AND THE CONTRACTOR SHALL BE RESPONSIBLE TO ACHIEVE 100% COVERAGE WITHOUT EXCESSIVE OVERSPRAY OR PUDDLING. IN ALL SITUATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SAFE AND EFFICIENT IRRIGATION SYSTEM WETHER CALLED OUT ON THE DRAWINGS OR NOT, ALL CACTI SHALL BE VALVED SEPARATELY. COORDINATE WITH THE LANDSCAPE CONTRACTOR. 5.7 SUBMITTALS 5.7.1. FURNISH REQUIRED COPIES OF MANUFACTURER'S LITERATURE, CERTIFICATIONS, AND OPERATING INSTRUCTIONS FOR THE COMPLETE LIST OF MATERIALS, FOR THE FOLLOWING ITEMS: A. IRRIGATION CONTROLLER. B. BACKFLOW PREVENTOR, IF APPLICABLE. C. GATE VALVES. D. PIPE AND FITTINGS. E. REMOTE -CONTROL VALVES. F. VALVE BOXES. G. QUICK -COUPLING VALVES AND MANUAL VALVES. H. DRIP EMITTERS, AND BUBBLERS. 1. LOW VOLTAGE WIRES AND CONNECTORS. J. PRESSURE REGULATOR DEVICE. K. FILTER DEVICE. L. AIR RELIEF VALVE. 5.8 WARRANTY 5.8.1. IN ADDITION TO MANUFACTURER'S WARRANTIES, WORK SHALL BE WARRANTED AND GUARANTEED FOR 1 YEAR FROM THE DATE OF COMPLETION AGAINST DEFECTS IN MATERIAL, EQUIPMENT, AND WORKMANSHIP. WARRANTY/GUARANTY SHALL ALSO COVER REPAIR OF DAMAGE TO ANY PART OF PREMISES RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIALS, EQUIPMENT, AND WORKMANSHIP, TO THE SATISFACTION OF THE OWNER. 5.8.2. CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR FAILURES DUE TO NEGLECT BY OWNER, VANDALISM, ETC., DURING WARRANTY/GUARANTY PERIOD. REPORT SUCH CONDITIONS TO THE OWNER IN WRITING. 5.8.3. CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND ACCEPTED BY THE AUTHORIZED PERSONNEL. SHOULD ANY OF HIS WORK BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND TEST, HE SHALL UNCOVER THE WORK AT HIS OWN EXPENSE AND AFTER IT HAS BEEN INSPECTED, TESTED AND ACCEPTED, SHALL MAKE ALL REPAIRS WITH LIKE MATERIALS NECESSARY TO RESTORE ALL HIS WORK AND THAT OF OTHER CONTRACTORS TO ITS ORIGINAL CONDITION, AT NO ADDITIONAL COST TO THE OWNER. 6.0 EXCAVATION WORK 6.1 EXCAVATION AND BACKFILL: PIPE TRENCHES SHALL BE EXCAVATED OF SUFFICIENT DEPTH AND WIDTH TO PERMIT PROPER HANDLING AND INSTALLATION OF THE PIPE AND FITTINGS, THE BACKFILL SHALL BE THOROUGHLY COMPACTED AND EVENED OFF WITH THE ADJACENT SOIL LEVEL IN A MANNER WHICH MINIMIZES TRENCH SETTLING. SELECTED FILL DIRT OR SAND SHALL BE USED IF SOIL CONDITIONS ARE ROCKY. IN ROCKY AREAS, THE TRENCHING DEPTH SHALL BE (2) INCHES BELCW NORMAL TRENCH DEPTH TO ALLOW FOR BEDDING. THE FILL DIRT OR SAND SHALL BE USED IN FILLING FOUR (4) INCHES ABOVE THE PIPE, THE REMAINDER OF THE BACKFILL SHALL CONTAIN NO LUMPS OR ROCKS LARGER THAN (3) INCHES. THE TOP SIX (6) INCHES OF BACKFILL SHALL BE FREE OF ROCKS OVER (1) INCH, SUBSOIL OR TRASH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPACTwG TRENCHED AREAS UNDER PAVED AREAS PER SECTION 02220 AND 85% UNDER PLANTED AREAS. 6.2 EXISTING UTILITIES AND STRUCTURES THE EXACT LOCATION OF ALL EXISTING UTILITIES AND STRUCTURES AND UNDERGROUND UTILITIES, WHETHER INDICATED ON THE DRAWINGS OR NOT, SHALL BE IDENTIFIED BY THE CONTRACTOR AND THEY SHALL CONDUCT THEIR WORK SO AS TO PROTECT EXISTING STRUCTURES AND UTILITY SERVICES AND SHALL BE RESPONSIBLE FOR THEIR REPLACEMENT IF DAMAGED. REFER TO DEMOLITION NOTES ON LANDSCAPE SPECIFICATIONS. 6.3 MINOR ADJUSTMENTS IN THE SYSTEM SHALL BE PERMITTED TO CLEAR EXISTING FIXES OBSTRUCTIONS; SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE. GENERAL CONTRACTOR SHALL PROVIDE POWER TO ALL POINTS SHOWN ON PLANS. THE GENERAL CONTRACTOR SHALL MAKE APPLICATION WITH THE LOCAL UTILITY FOR DRAWINGS AND PERMITS TO COMPLETE THE ABOVE WORK. 7.0 PIPE AND TUBE 7.1 GENERALLY, UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE DRAWINGS, THE CONSTRUCTION OF IRRIGATION LINES AND INSTALLATION OF CONTROL WIRING AND/OR CONTROL LINES SHALL INCLUDE EXCAVATION AND BACKFILL, THE FURNISHINGS, INSTALLING AND TESTING OF SPRINKLER PIPE, TUBE AND FITTINGS, AND THE REMOVAL AND/OR RESTORATION OF EXISTING IMPROVEMENTS AND ALL OTHER WORK IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 7.1.1 UNLESS OTHERWISE INDICATED ON THE DRAWINGS, ALL PIPE SHALL BE INSTALLED WITH A MINIMUM COVER OF TWELVE (12) INCHES BELOW FINISHED GRADE. 7.1.2 GENERALLY, PIPING/SLEEVING UNDER CONCRETE OR ASPHALT SHALL BE INSTALLED PRIOR TO ANY SURFACE WORK. JACKING, BORING OR HYDRAULIC DRIVING SHALL BE AN ACCEPTABLE METHOD TO INSTALL PIPE UNDER EXISTING CONCRETE OR ASPHALT. WHERE ANY CUTTING OR BREAKING OF SIDEWALKS, CONCRETE WORK AND/OR ASPHALT IS NECESSARY, IT SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR. PERMISSION TO CUT OR BREAK SIDEWALKS, CONCRETE AND/OR ASPHALT SHALL BE OBTAINED FROM THOSE HAVING PROPER JURISDICTION. SEE DEMOLITION NOTES ON LANDSCAPE SPECIFICATIONS FOR ANY ROAD OR SIDEWALK CONSTRUCTION. 7.1.3 ALL IRRIGATION PIPE LESS THAN 4" DIIAMETER INSTALLED UNDER CONCRETE OR PAVEMENT SHALL BE SLEEVED WITHIN A SCHEDULE 40 PVC PIPE TWICE THE DIAMETER OF THE IRRIGATION LINE BEING SLEEVED. SLEEVE SHALL BE OF SUFFICIENT LENGTH TO PERMIT A MINIMUM OF 12" EXTENDING BEYOND EDGE OF CONCRETE OR PAVEMENT. ALL IRRIGATION PIPE 4" OR GREATER IN DIAMETER SHALL BE UNSLEEVED SCHEDULE 40 PVC. 7.2 PLASTIC PIPE LINES: PLASTIC PIPE SHALL BE RIGID, UNPLASTICIZED PVC; SIZE AND PRESSURE RATING OR SCHEDULE AS SHOWN ON THE PLANS, EXTRUDED FROM VIRGIN PARENT MATERIAL OF THE TYPE SPECIFIED ON THE DRAWINGS. THE PIPE SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM VISIBLE CRACKS, HOLES, FOREIGN MATERIALS, BLISTERS, DELETIONS, WRINKLES, AND DENTS. 7.3 PLASTIC PIPE FITTINGS AND CONNECTIONS: ALL PLASTIC PIPE FITTINGS TO BE INSTALLED SHALL BE MOLDED FITTINGS. MANUFACTURED OF THE SAME MATERIAL AS THE PIPE AND SHALL BE SUITABLE FOR SOLVENT WELD, SLIP JOINT, RING TIGHT SEAL, OR SCREWED CONNECTIONS. NO FITTINGS MADE OF OTHER MATERIAL SHALL BE USED EXCEPT BRASS SADDLE TEES AND CROSSES AS HEREINAFTER SPECIFIED. SLIP FITTING SOCKET TAPER SHALL BE SO SIZED THAT A DRY UNSOFTENED PIPE END, CONFORMING TO THESE SPECIAL PROVISIONS, CAN BE INSERTED NO MORE THAN HALFWAY INTO THE SOCKET. PLASTIC SADDLE AND FLANGE FITTINGS SHALL NOT BE PERMITTED. ONLY SCHEDULE 80 PIPE SHALL BE THREADED. WHEN CONNECTION IS PLASTIC TO METAL, PLASTIC SOLVENT WELD MALE ADAPTERS SHALL BE USED. THE MALE ADAPTER SHALL BE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH, JOINT COMPOUND SHALL BE TEFLON TAPE. 7.4 IDENTIFICATION: ALL PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME OR TRADEMARK, SIZE, SCHEDULE AND TYPE OF PIPE, WORKING PRESSURE AT 73 DEGREES F. AND NATIONAL SANITATION FOUNDATION (N.S.F.) APPROVAL. ALL PIPE CARRYING TREATED EFFLUENT (NON -POTABLE WATER) SHALL BE LABELED IN SUCH A MANNER TO IDENTIFY IT AS DIFFERENT FROM POTABLE WATER BY COLOR AND WRITTEN IDENTIFICATION ORIGINATING AT THE MANUFACTURER. 7.5 DELIVERY PLASTIC PIPE SHALL BE: DELIVERED TO THE SITE IN UNBROKEN BUNDLES; ROLLS, OR PACKAGES IN SUCH A MANNER AS TO PROVIDE ADEQUATE PROTECTION FOR THE PIPE ENDS, EITHER THREADED OR PLAIN. PLASTIC PIPE SHALL BE COVERED TO PROVIDE PROTECTION FROM THE SUN'S RAYS. 7.6 INSTALLA;TION OF PLASTIC PIPE PLASTIC PIPE SHALL BE: INSTALLED IN A MANNER SO AS TO PROVIDE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY THE MANUFACTURER. PLASTIC PIPE SHALL BE CUT SQUARE IN A LOCALLY ACCEPTABLE MANNER. BURRS AT CUT ENDS SHALL BE REMOVED PRIOR TO INSTALLATION SO THAT A SMOOTH UNOBSTRUCTED FLOW IS OBTAINED. ALL PLASTIC TO PLASTIC JOINTS SHALL BE SOLVENT WELD JOINTS OR SLIP SEAL JOINTS. ONLY THE SOLVENT RECOMMENDED BY THE PIPE MANUFACTURER SHALL BE USED. ALL PLASTIC PIPE AND FITTINGS SHALL BE INSTALLED AS OUTLINED AND INSTRUCTED BY THE PIPE MANUFACTURER AND IT SHALL_ BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE PIPE MANUFACTURER FOR ANY FIELD ASSISTANCE THAT IS NECESSARY. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CORRECT INSTALLATION. ALL PLASTIC -TO -METAL JOINTS SHALL BE MADE WITH SOLVENT WELD PLASTIC MALE ADAPTER OR SLIP SEAL JOINTS. ONLY THE SOLVENT RECOMMENDED BY THE PIPE MANUFACTURER SHALL BE USED. ALL PLASTIC PIPE AND FITTINGS SHALL BE INSTALLED AS OUTLINED AND INSTRUCTED BY THE PIPE MANUFACTURER AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE PIPE MANUFACTURER FOR ANY FIELD ASSISTANCE THAT IS NECESSARY FOR THE CORRECT INSTALLATION. 7.6.1 THE SOLVENT WELD JOINTS SHALL BE MADE IN THE FOLLOWING MANNER: 1. THOROUGHLY CLEAN THE MATING PIPE AND FITTINGS WITH A CLEAN, DRY CLOTH. 2. APPLY A UNIFORM COAT OF PRIMER TO THE OUTSIDE OF THE PIPE WITH A NON SYNTHETIC BRISTLE BRUSH. 3. APPLY PRIMER TO THE FITTING IN A SIMILAR MANNER. 4. APPLY A UNIFORM COAT OF SOLVENT TO THE OUTSIDE OF THE PIPE WITH A NON -SYNTHETIC BRISTLE BRUSH. 5. APPLY SOLVENT TO THE FITTING IN A SIMILAR MANNER. 6. RE -APPLY A LIGHT COAT OF SOLVENT TO THE PIPE AND QUICKLY INSERT IT INTO THE FITTING. 7. GIVE THE PIPE OR FITTING A QUARTER TURN TO INSURE EVEN DISTRIBUTION OF THE SOLVENT AND MAKE SURE THE PIPE IS INSERTED TO THE FULL DEPTH OF THE FITTING SOCKET. 8. HOLD IN FOSITION FOR FIFTEEN (15) SECONDS. 9. WIPE OFF EXCESS SOLVENT THAT APPEARS AT THE OUTER SHOULDER OF THE FITTING. 7.6.2 CARE: SHALL BE TAKEN SO AS NOT TO USE AN EXCESS AMOUNT OF SOLVENT, THEREBY CAUSING A BURR OR OBSTRUCTION TO FORM ON THE INSIDE OF THE PIPE. 7.6.3 THE JOINTS SHALL BE ALLOWED TO SET AT LEAST 24 HOURS BEFORE PRESSURE IS APPLIED TO THE SYSTEM ON PVC PIPE. 7.7 FLUSHING AND TESTING AFTER ALL NEW DRIP PIPING IS IN PLACE AND CONNECTED, FOR A GIVEN SECTION, AND ALL NECESSARY DIVISION WORK HAS BEEN COMPLETED AND PRIOR TO INSTALLATION OF SPRINKLER HEADS, ALL CONTROL VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE SYSTEM. THE SYSTEM SHALL BE RUN UNDER hULL LOAD OF IRRIGATION DEMAND AS THE FINAL TEST. 7.8 STEEL PIKE AND FITTINGS AT BACK FLOW PREVENTER (AS NEEDED) 7.8.1 STEEP_ PIPE SHALL_ BE NEW, SCALE -FREE, MILD STEEL PIPE AND SHALL BE STANDARD WEIGHT SCHEDULE 40. 7.8.2 STEEL PIPE FITTINGS SHALL BE HEAVY PATTERN, BANDED, GALVANIZED MALLEABLE IRON, EPDXY COATED, THREADED PIPE FITTINGS. ALL NIPPLES SHALL BE OF THE SAME MATERIAL AS THE PIPE. BUSHINGS, CLOSE NIPPLES AND CROSSES SHALL NOT BE. INSTALLED. STREET ELBOWS SHALL BE INSTALLED ONLY AS PART OF THE DRAIN VALVE ASSEMBLY. 7.8.3 PIPE SHALL BE CAREFULLY CLEANED BEFORE INSTALLATION. THE ENDS OF ALL THREADED PIPE SHALL BE REAMED OR FULL SIZE, JOINTS IN ALL SCREWED PIPING SHALL. BE MADE BY APPLYING AN APPROVED OIL BASE THREAD LUBRICANT ON THE MALE THREAD ONLY. 7.9 MAIN LIME FITTINGS FITTINGS, BENDS, TEES AND CROSSES IN THE MAIN LINES SHALL BE IN ACCORDANCE WITH AWWA CAST IRON OR DUCTILE IRON TYPE. ALL MAIN LINE FITTINGS SHALL BE CAST IRON TYPE FOR PVC PIPE AS PER PLAN AND DETAILS INCLUDING TAPS TO ELECTRIC VALVES. CONTRACTOR SHALL FURNISH FITTINGS, ALL ADAPTERS, REDUCERS AND APPURTENANCE OF THE SIZE AND TYPE NECESSARY FOR THE COMPLE-ION OF THE PIPELINE. WHERE TAPS MUST BE MADE IN EXISTING MAIN LINE PIPE, USE RQMAC # 202-N DOUBLE STRAP SADDLE FITTINGS. 7.10 RISERS ALL QUICK -COUPLING VALVES SHALL HAVE AN ADJUSTABLE RISER ASSEMBLY (DOUBLE SWING JOINT RISER) ASSEMBLED BY THE USE OF AT LEAST THREE (3) PVC SCH. 80 ELLS OR TEES AS RECOMMENDED BY THE QUICK COUPLER MANUFACTURER AND/OR AS SHOWN ON THE DRAWINGS. THESE DOUBLE SWING JOINT RISERS SHALL BE OF SCH. 80 PVC PLASTIC PIPE AND FITTINGS UNLESS OTHERWISE INDICATED, AS SHOWN ON DETAIL DRAWINGS OF PLANS. THE HORIZONTAL NIPPLE CONNECTED DIRECTLY INTO THE SIDE OUTLET OF THE MAIN LINE SHALL BE A MINIMUM OF SIX (6) INCHES LONG. ALL OTHER NIPPLES OF THE SWING JOINT RISER SHALL BE OF LENGTH AS REQUIRED FOR PROPER INSTALLATION OF THE QUICK COUPLER, DRAIN VALVE AND/OR AUTOMATIC CONTROL VALVE. THE SWING JOINT RISER SHALL BE OF PROPER PIPE SIZE AS SHOWN ON THE DRAWINGS. 8.0 DRIP IRRIGATION 8.1 ELECTRIC CONTROL VALVES: CONTROL VALVES SHALL BE THE TYPE INDICATED ON THE DRAWINGS AND BE CAPABLE OF OPERATING AT 10 G.P.M.'S. NOTE: DRIP FOR PALM TYPE TREE OR FREE STANDING PLANTERS SHALL BE SET UP ON INDIVIDUAL VALVES. 8.2 Y-FILTERS: FILTERS SHALL BE "Y" BODY TYPE AND SHALL BE CONSTRUCTED FROM GLASS REINFORCED POLYPROPYLENE WITH 150 MESH SCREENS OR AS INDICATED ON THE DRAWINGS. 8.3 PRESSURE REGULATORS: PRESSURE REGULATORS SHALL BE FACTORY PRE-SET AT 25 PSI AND SHALL BE THE ADJUSTABLE, TYPE AS INDICATED ON THE DRAWINGS. 8.4 DRIP IRRIGATION PIPING: DRIP IRRIGATION PIPING SHALL BE CLASS 315 OR 200 PVC, NOMINAL SIZE OF 1 /2" OR LARGER. 8.5 EXTENSION TUBING: MICRO -TUBING SHALL MEET EMITTER MANUFACTURER'S RECOMMENDATIONS. BOWSMITH EMITTER WITH TUBING SHALL NOT EXCEED 5' IN LENGTH AND SHALL HAVE: AN EMITTER OUTLET CHECK VALVE (BUG CAP) ATTACHED TO THE END. 8.6 FLUSH CAP: END CAPS AND END CAP CONNECTORS (MINIMUM OF TWO PER STATION OR AS PER DETAIL). 8.7 OTHER MATERIALS: PROVIDE OTHER MATERIALS WHICH MAY NOT BE CALLED OUT IN THE SPECIFICATIONS BUT ARE CALLED OUT IN THE DRAWINGS AND INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. 9.0 VALVES AND KEYS 9.1 GENERAL: UNLESS OTHERWISE SPECIFIED, THE INSTALLATION OF ALL VALVES SHALL INCLUDE THE EXCAVATION AND BACKFILL, THE FURNISHING, INSTALLING AND TESTING OF RISERS, FITTINGS, AND VALVES, AND THE REMOVAL AND/OR RESTORATION OF EXISTING IMPROVEMENTS AND ALL OTHER WORK IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND AS REQUIRED FOR THE COMPLETED INSTALLATION. 9.1.1 ALL DRAIN VALVE ASSEMBLIES SHALL BE INSTALLED WITH A LENGTH OF 2" PVC PLASTIC PIPE OF LENGTH REQUIRED TO EXTEND FROM THE TOP OF THE VALVE TO FINISH GRADE LINE. A RAINBIRD LOCKING TYPE VALVE MARKER OR EQUAL, SHALL BE INSTALLED IN THE TOP OF THE 2" PIPE FOR EASY LOCATION OF THE VALVE AND FOR ACCESS FOR OPERATION OF THE VALVE. 9.1.2 IF SHOWN ON THE PLANS THE 2" DRAIN VALVE SHALL BE PROVIDED WITH PROPER GRAVEL SUMP AT THE. OUTLET, OF SUFFICIENT SIZE TO PROVIDE PROPER DRAINAGE OR IF CONDITIONS ARE SUCH, THE OUTLET SHALL BE PIPED TO A DRAINAGE TILE, DRAINAGE DITCH OR POND AS DESIRED TO PROVIDE PROPER DRAINAGE. 9.1.3 WHERE REQUIRED BY LOCAL OR STATE CODE, AN ATMOSPHERIC OR PRESSURE TYPE ANTI -SIPHON OR BACKFLOW PREVENTION TYPE VALVE SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL CODES. BACKFLOW PREVENTION ASSEMBLY SHALL BE TESTED AND APPROVED BY THE PROPER AUTHORITIES PRIOR TO ACCEPTANCE. 9.1.4 ALL QUICK -COUPLING VALVES SHALL BE INSTALLED WITH AN ADJUSTABLE SWING JOINT RISER ASSEMBLY UNIT (DOUBLE SWING JOINT RISER) ASSEMBLED BY THE USE OF AT LEAST THREE (3) 90 DEGREE ELLS OR TEES. THESE DOUBLE SWING JOINT RISERS SHALL BE OF SCHEDULE 80 PVC NIPPLES AND SCHEDULE 80 PVC FITTINGS OR UNLESS OTHERWISE DESIGNATED ON THE DRAWINGS. THE SWING JOINT RISER SHALL BE OF PROPER PIPE SIZE AS SHOWN ON THE DRAWINGS. (FACTORY PRE -ASSEMBLED UNITS MAY BE USED). 9.2 KEYS AND QUICK COUPLING VALVES: THE QUICK -COUPLING VALVES, WHERE INDICATED ON THE DRAWINGS, SHALL BE TWO PIECE BODY QUICK COUPLER TURF VALVES CONSTRUCTED OF HIGHEST GRADE HEAVY DUTY BRONZE CASTING BODIES. 9.2.1 BODY SHALL BE OF TWO PIECE CONSTRUCTION CONSISTING OF A LOWER AND UPPER PIECE BODY. THE UPPER VALVE BODY SHALL BE EASILY REMOVABLE FOR MAINTENANCE. THE VALVE PARTS SHALL BE REPLACEABLE AND EACH VALVE SHALL HAVE THREE (3) STOPS, OR OPEN POSITIONS TO PROVIDE REGULATION OF FLOW. VALVE COVER SHALL BE OF HEAVY, CAST IRON WITH CADMIUM PLATE PROTECTIVE FINISH. 9.2.2 THE QUICK -COUPLING VALVES SHALL BE THREE QUARTER (3/4) INCH QUICK -COUPLING OR AS INDICATED ON THE DRAWINGS, AND SHALL HAVE 3/4-INCH SIZE BOTTOM FEMALE PIPE THREAD CONNECTION. VALVES SHALL BE COMPLETE WITH STANDARD TOP. 9.2.3 THE CONTRACTOR SHALL SUPPLY THE OWNER WITH ONE (1) PREPLACEMNT RAINBIRD #33 K QUICK -COUPLER WITH HOSE SWIVEL ELLS FOR EVERY QUICK COUPLER SHOWN ON PLAN. 9.3 GATE VALVES (STANDARD)ALL ZONE SHUT-OFF OR OTHER VALVES, NOT INDICATED AS MANUAL ANGLE CONTROL VALVES, OF SIZES TWO (2) INCH AND SMALLER SHALL BE ALL BRONZE DOUBLE DISC WEDGE TYPE WITH INTEGRAL TAPER SEATS AND WITH NON -RISING STEM. ALL GATE VALVES LARGER THAN 2" SHALL BE IRON BODY, BRASS TRIMMED, DOUBLE DISC WEDGE TYPE WITH INTEGRAL TAPER SEATS AND WITH NON -RISING STEMS. GATE VALVES SHALL FUNCTION AND BE EQUAL TO WATEROUS SERIES 500 OR EQUAL. GATE VALVES 4" OR LARGER SHALL HAVE A 2" SQUARE NUT FOR FLOW CONTROL. ALL VALVES SHALL BE PLACED IN A VALVE BOX (TYPICALLY). 9.4 AUTOMATIC, REMOTE CONTROL VALVES, ELECTRIC SOLENOID TYPE. ALL AUTOMATIC REMOTE CONTR(::L VALVES SHALL BE PER PLANS AND SPECIFICATIONS OR EQUAL SERIES. IN ADDITION, PLANS MAY REQUIRE ,�''_ECTRIC VALVE FOR WASTEWATER AND GREY WATER APPLICATIONS. THE SOLENOID ELECTRICAL OPERATING RANGE SHALL BE 20 TO 30 VAC, 50-60 HZ MEAN SOLENOID VOLT -AMP RATING SHALL BE 8.5 VA AT 24 VAC, 60 HZ. SOLENOID COIL D.C. RESISTANCE SHALL BE 15 PLUS OR MINUS 3 OHMS. 9.5 AUTOMATIC DRAIN VALVES: AT ALL LOCATIONS INDICATED .ON THE DRAWINGS INSTALL AUTOMATIC DRAIN VALVES, IF SHOWN ON PLANS. THE AUTOMATIC DRAIN VALVES SHALL BE OF THE BALL -CHECK TYPE CONSTRUCTED OF HIGHEST GRADE MACHINE BRASS AND WITH STAINLESS STEEL BALL. VALVE SHALL POSITIVELY SEAL OFF AT 3 PSI PRESSURE IN THE LINE. VALVES SHALL HAVE 1/2-INCH MALE PIPE THREAD CONNECTION. INSTALL A MAXIMUM OF 2 CONTROL VALVES PER VALVE BOX UNLESS OTHERWISE NOTED ON THE DRAWINGS. 10.0 CONTROLS 10.1 CONTROL CABLE: ALL ELECTRICAL CONTROL AND GROUND WIRE SHALL BE COPPER IRRIGATION CONTROL CABLE OF SIZE AS INDICATED BY MANUFACTURER'S SPECS. ALL WIRING USED FOR CONNECTING THE AUTOMATIC REMOTE CONTROL VALVES TO THE AUTOMATIC CONTROLLERS SHALL BE TYPE "UF", 600 VOLT, 7 STRAND OR SOLID COPPER, SINGLE CONDUCTOR WIRE WITH PVC INSULATION AND BEARING UL APPROVAL FOR DIRECT UNDERGROUND BURIAL FEEDER CABLE. ALL PILOT OR "HOT" WIRES SHALL BE OF ONE COLOR AND ALL "COMMON" WIRES ARE TO BE OF ANOTHER. 10.1.1 INSULATION SHALL BE FOUR -SIXTY-FOURTHS (4/64) INCH THICK MINIMUM COVERING OF ICC-100 COMPOUND FOR POSITIVE WATERPROOFING PROTECTION. SIZES FOURTEEN (14), TWELVE (12), TEN (10), AND EIGHT (8) SHALL BE SINGLE CONDUCTOR SOLID COPPER WIRE AND SIZES SIX (6), FOUR (4), AND TWO (2) SHALL BE STRANDED COPPER WIRE. ALL CONTROL OR "HOT" WIRES SHALL BE OF ONE (1) COLOR (BLACK) AND ALL COMMON OR "GROUND" WIRES SHALL BE OF ONE COLOR (WHITE). VERIFICATION OF WIRE TYPES AND INSTALLATION PROCEDURES SHALL BE MADE TO CONFORM TO LOCAL CODES. 10.2 ELECTRICAL WIRE CONNECTIONS WIRE CONNECTIONS TO REMOTE CONTROL ELECTRIC VALVES AND SPLICES OF WIRE IN THE FIELD SHALL BE MADE IN THE FOLLOWING MANNER, USING RAINBIRD PEN-TITE WIRE CONNECTORS AND SEALING CEMENT (OR APPROVED EQUAL): I. STRIP ENDS OF WIRES AND PUSH WIRES THROUGH THE HOLES OF THE BASE SOCKET. 2. TWIST WIRES TOGETHER AND MECHANICALLY BOND TOGETHER USING CRIMP SLEEVE AND CRIMP PLIERS. 3. PULL WIRE CONNECTION BACK INTO BASE SOCKET AS FAR AS IS POSSIBLE. �5�gr e IghQ, i .. 0 s graphite dbo urhon graphite, Ile 7151 e. sixth avenue building d scottsdale, adzona 85251 phone 480-775.3714 fax 480-990.0754 mail@urbangraphite.com 4. APPLY SOLVENT CEMENT TO OUTSIDE OF SEALING PLUG AND THEN FILL CAVITY OF SEALING PLUG COMPLETELY WITH SOLVENT CEMENT. 5. PUSH SEALING PLUG INTO BASE SOCKET, USING SLIGHT TWISTING MOTION, UNTIL IT BOTTOMS. 6. PUSH WIRES DOWN INTO BASE PLUG AS FAR AS THEY WILL GO, WITHOUT UNSEATING SEALING PLUG. 10.2.1 THIS ASSURES CEMENT COMPLETELY SEALING AROUND WIRE INSULATION AND WATERPROOFING THE CONNECTION. IT IS IMPORTANT THAT THE JOINT BE ABSOLUTELY WATERPROOF SO THAT THERE IS NO CHANCE FOR LEAKAGE OF WATER AND CORROSION BUILD-UP ON THE JOINT. 10.3 AUTOMATIC CONTROLLERS: THE CONTRACTOR SHALL PROVIDE ADEQUATE PERSONNEL TO ASSIST THE OWNER TO PROGRAM THE CONTROLLER IN THE FIELD AND REVIEW THE OPERATION OF EACH STEP AFTER INSTALLATION. CONTRACTOR SHALL PROVIDE A WRITTEN STATEMENT TO SHOW WHICH GROUP OF VALVES IS TO WHICH CLOCK PROGRAM AND WATERING TIMES FOR EACH PROGRAM, 10.4 DO NOT PREPARE CHARTS UNTIL RECORD DRAWINGS HAVE BEEN APPROVED BY THE LANDSCAPE ARCHITECT/OWNER'S REPRESEN TA TI VE. 10.4.1 PROVIDE ONE CONTROLLER CHART PER CONTROLLER. 1. CHART MAY BE A REPRODUCTION OF THE RECORD DRAWING, IF THE SCALE PERMITS FITTING THE CONTROLLER DOOR. IF PHOTO REDUCTION PRINTS ARE REQUIRED, KEEP REDUCTION TO MAXIMUM SIZE POSSIBLE TO RETAIN FULL LEGIBILITY. 2. CHART SHALL BE BLACKLINE PRINT OF THE ACTUAL SYSTEM, SHOWING THE AREA COVERED BY THAT CONTROLLER. 10.4.2 IDENTIFY THE AREA OF COVERAGE OF EACH REMOTE CONTROL VALVE, USING A DISTINCTLY DIFFERENT PASTEL COLOR, DRAWN OVER THE ENTIRE AREA OF COVERAGE. 10.4.3 FOLLOWING APPROVAL OF CHARTS BY THE LANDSCAPE ARCHITECT/OWNER'S REPRESENTATIVE, THEY SHALL BE HERMETICALLY SEALED BETWEEN TWO LAYERS OF 20 MIL THICK PLASTIC SHEET. 10.4.4 CHARTS MUST BE COMPLETED AND APPROVED PRIOR TO FINAL ACCEPTANCE OF THE IRRIGATION SYSTEM. 10.4.5 COORDINATE WITH CITY FORCES AS TO THE VALVE STATIONING OF THE NEW AREAS TO BE PROGRAMMED INTO THE EXISTING CONTROLLER. 10:5 INSTALLATION OF CONTROL CABLE: ALL ELECTRIC CONTROL CABLE SHALL BE OF SIZES SHOWN ON MANUFACTURER'S SPECS AND SHALL BE INSTALLED IN THE PIPING TRENCHES WHEREVER POSSIBLE. PIPE TRENCH SHALL BE PARTIALLY BACKFILLED TO PROVIDE THREE (3) TO FOUR (4) INCHES OF COVER OVER THE PIPE BEFORE WIRE IS INSTALLED. WIRE SHALL THEN BE PLACED IN THE TRENCH TO ONE SIDE OF THE PIPE. WIRE SHALL BE PLACED IN THE TRENCH AS LOOSELY AS POSSIBLE TO ALLOW FOR EXPANSION AND CONTRACTION OF THE WIRE; EXPANSION COILS (5-6 TURNS OF WIRE WRAPPED AROUND A PIECE OF 1/2" PVC PIPE) AT 200' INTERVALS, ALSO SHALL BE ACCEPTABLE. WHERE IT IS NECESSARY TO RUN WIRE IN A SEPARATE TRENCH, THE WIRE SHALL HAVE A MINIMUM COVER OF TWELVE (12) INCHES. ALL WIRE UNDER COI,.' cETE OR PAVEMENT SHALL BE PLACED IN A SCHEDULE 40 PVC SLEEVE. THE DIAMETER SHALL BE SUFFICIENT TO ACCOMMODATE THE WIRE BUNDLE. 10.5.1 ALL WIRE CONNECTIONS AT REMOTE CONTROL VALVES, EITHER DIRECT BURIAL OR IN CONTROL BOXES, SHALL HAVE SUFFICIENT WIRE VHICH CAN BE BROUGHT TO THE SURFACE WITHOUT DISCONNECTING THE WIRES, 10.5.2 EACH REMOTE CONTROL VALVE OR GROUP OF REMOTE CONTROL VALVES, WHICH ARE TO BE CONNECTED TO ONE STATION OF A CONTROLLER, SHALL HAVE WIRES AS SHOWN IN THE WIRING DIAGRAMS ON THE DRAWINGS OR AS SPECIFIED. ALL REMOTE CONTROL VALVES, WHICH ARE TO BE CONNECTED TO THE SAME CONTROLLER, SHALL BE CONNECTED TO A COMMON GROUND WIRE OF A SIZE AS SHOWN ON THE DRAWINGS OR AS SPECIFIED. 10.6 VALVE BOXES: ALL REMOTE CONTROL VALVES, MANUAL CONTROL VALVES, ZONE SHUT-OFF VALVES, GATE VALVES OR BUTTERFLY VALVES, UNLESS OTHERWISE INDICATED, SHALL BE INSTALLED IN SUITABLE VALVE ACCESS BOXES OF PROPER SIZE AS REQUIRED FOR EASY ACCESS TO THE VALVE. ACCESS BOXES ON THE DRAWINGS, OR OTHERWISE INDICATED OR SPECIFIED SHALL BE INSTALLED USING VALVE MARKERS, SHALL NOT REQUIRE VALVE ACCESS BOXES. LOCKING AND/OR HINGED COVERS FOR ACCESS BOXES SHALL BE REQUIRED. ALL VALVE BOXES SHALL BE IMPRINTED WITH THE VALVE STATION IN A PERMANENT AND LEGIBLE MANNER FOR EASY REFERENCE. ***END OF SECTION*** IRRIGATION t SPECIFICATION 3 OF 4 CONTOUR INTERVAL ONE FOOT (1) Oro ValleAyt Carwash Mercado Del Rio Lot 11 Oro Vall-ey, Arizona John Reddell Architects, Inc. Architecture Interiors Land Planning 2501 N. Hayden Road # 103 Scottsdale, Arizona 85257 �p,NDSCApF (480) 946-0242 Fax; (480)946-018 Email: Z(1FI�AT qp reddellarchitects@eschelon.co Date: 05 /16 /05 32932 Revisions: AQUIE N i 4 & A Dawtmis and Spec licatlons as Instruments of smftareardshall remain the property of the Amhlbed whether the pmtcct for which they were prepared Is executed or nat. They are not to be used on other Rr wts or a ftns$o c to this "ect except by agreement in wrltlrg and Wth appropr1.be mmp� atlas m John Reddell Architects, Inc Copyright 7ohn Reddeg Amheectr, Inc DEMOLITION NOTES LANDSCAPE SPECIFICATIONS 1) PRIOR TO BID THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXTENT OF THE DEMOLITION REQUIRED AND FIELD VERIFY USING A LOCATOR SERVICE ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. 2) THE CONTRACTOR SHALL PROVIDE A COMPLETE INVENTORY OF ALL ITEMS SALVAGED FROM THE SITE TO THE LANDSCAPE ARCHITECT AND OWNER. 3) THE OWNER SHALL HAVE FIRST RIGHT OF REFUSAL ON EVERYTHING SALVAGED FROM THIS SITE. ALL OTHER MATERIALS NOT DESIGNATED TO REMAIN SHALL BECOME THE CONTRACTOR(S) PROPERTY AND SHALL BE REMOVED FROM THE PROPERTY, 4) ALL EQUIPMENT TO BE SAVED SHALL BE STORED IN A LOCATION ON SITE, TO BE DETERMINED BY THE OWNER. 5) THE CONTRACTOR(S) SHALL MINIMIZE INTERFERENCE WITH ADJOINING ROADS, STREETS, WALKS AND OTHER ADJACENT OCCUPIED OR USED FACILITIES DURING THE DEMOLITION OPERATIONS. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM OWNER AND AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF REQUIRED BY AUTHORITIES HAVING JURISDICTION. 6) PREPARATION OF SITE BY THE CONTRACTOR SHALL INCLUDE THE FOLLOWING: PROTECTING AND MAINTAINING BENCHMARKS AND SURVEY CONTROL POINTS FROM DEMOLITION. PROVIDING EROSION CONTROL TO PREVENT SOIL EROSION AND DISCHARGE OF SOIL BEARING WATER RUNOFF OR AIRBORNE DUST TO ADJACENT PROPERTIES, ROADS AND WALKWAYS. LOCATING AND CLEARLY FLAGGING OF TREES AND VEGETATION TO REMAIN OR TO BE RELOCATED. PROTECT EXISTING SITE IMPROVEMENT TO REMAIN FROM DAMAGE DURING DEMOLITION. 7) TREE PROTECTION SHALL BE PROVIDED BY THE CONTRACTOR BY A TEMPORARY FENCE AROUND THE DRIP LINE OF INDIVIDUAL TREES OR AROUND PERIMETER OF DRIP LINE OF GROUPS OF TREES TO REMAIN. THE FENCE SHALL BE REMOVED WHEN CONSTRUCTION IS COMPLETE. DO NOT STORE DEMOLISHED OR CONSTRUCTION MATERIALS WITHIN THE DRIP LINE OF TREES TO REMAIN. DO NOT PERMIT VEHICLES, EQUIPMENT OR FOOT TRAFFIC WITHIN DRIP LINE OF TREES TO REMAIN. DO NOT EXCAVATE WITHIN DRIP LINE OF TREES, UNLESS OTHERWISE INDICATED. WHERE DEMOLITION IS REQUIRED WITHIN DRIP LINE OF TREES, THE CONTRACTOR(S) SHALL HAND CLEAR AND EXCAVATE TO MINIMIZE DAMAGE TO ROOT SYSTEMS. USE NARROW -TINE SPADING FORKS TO COMB SOIL AND EXPOSE ROOTS SO CLEAN CUTS CAN BE MADE AS CLOSE TO THE EXCAVATION AS POSSIBLE. COVER ANY EXPOSED ROOTS WITH BURLAP AND WATER REGULARLY, THE CONTRACTOR(S) SHALL TEMPORARILY SUPPORT THE TREE AND ROOTS AND PROTECT UNTIL THEY ARE PERMANENTLY RELOCATED AND COVERED WITH SOIL. IF MORE THAN A QUARTER OF THE ROOT SYSTEM IS DAMAGED DURING DEMOLITION THE CONTRACTOR(S) SHALL EMPLOY A QUALIFIED ARBORIST TO REMOVE PORTIONS OF THE TREE TO PREVENT STRESS AND DIE BACK ON THE TREE. ANY PLANT MATERIAL FLAGGED TO REMAIN THAT IS DESTROYED DURING DEMOLITION SHALL BE REPLACE IN KIND BY THE CONTRACTOR(S). 8) COORDINATE ALL DEMOLITION EFFORTS WITH LANDSCAPE ARCHITECT/OWNER. EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION TO ANY ADJACENT STRUCTURE AND TO PROVIDE OCCUPANTS AND WORKERS SAFETY. EXCESSVE NOISE OR VIBRATION SHALL BE PRE -APPROVED AND COORDINATED WITH THE OWNER. 9) THE CONTRACTOR SHALL REMOVE ALL EXISTING ABOVE AND BELOW GROUND HARDSCAPE AS INDICATED AND NECESSARY TO FACILITATE THE NEW CONSTRUCTION. UNLESS EXISTING FULL -DEPTH JOINTS COINCIDE WITH LINE OF DEMOLITION, NEATLY SAW -CUT LENGTH OF EXISTING HARDSCAPE TO REMAIN BEFORE REMOVING. SAW -CUT FACES VERTICALLY. 10) UTILITY DISCONNECTING, CAPPING AND SEALING THAT SERVE EXISTING STRUCTURES AND SITE UTILITIES SHUT OFF SHALL BE ARRANGED AND COORDINATED WITH THE OWNER PRIOR TO THE DEMOLITION OF THE SITE. THE CONTRACTOR(S) SHALL EXCAVATE AND REMOVE UNDERGROUND UTILITIES INDICATED TO BE REMOVED. 11) WHILE PROCEEDING WITH WORK, CARE SHALL BE TAKEN TO AVOID DISCONNECTING SERVICES WHICH MAY HAVE CONNECTION TO OTHER STRUCTURES NEARBY. IF A REQUIRED SERVICE IS DISCONNECTED OR DISTURBED THE CONTRACTOR(S) SHALL REPAIR AND/OR REPLACE THOSE DAMAGED SERVICES IMMEDIATELY AT THE CONTRACTOR(S) EXPENSE. 12) CLEARING, GRUBBING AND REMOVAL OF OBSTRUCTIONS, TREES, SHRUBS, GRASS AND OTHER VEGETATION SHALL INCLUDE THE DIGGING OUT STUMPS, OBSTRUCTIONS AND ROOTS TO A MINIMUM DEPTH OF 18 INCHES BELOW EXPOSED SUBGRADE. FILL ALL DEPRESSIONS CAUSED BY CLEARING AND GRUBBING WITH EXISTING SOIL OR SATISFACTORY IMPORTED SOILS IN 8" LIFTS AND COMPACT EACH LAYER TO A DENSITY EQUAL TO ADJACENT ORIGINAL GROUND. THE CONTRACTOR SHALL REMOVED SOD AND GRASS BEFORE STRIPPING OF TOPSOIL FOR STORAGE AND STRIP SURFACE OF UNSUITABLE TOPSOIL INCLUDING TRASH, DEBRIS, WEEDS, ROOTS AND OTHER WASTE MATERIALS. THE STOCKPILING OF TOPSOIL SHALL BE LIMITED TO 72 INCHES AND BE PLACED AWAY FROM THE EDGE OF EXCAVATION AND DRIP LINE OF TREES AND SHAPED TO DRAIN SURFACE WATER AND COVERED TO PREVENT WINDBLOWN DUST. 13) UPON COMPLETION OF THE DEMOLITION WORK, THE DEMOLISHED AREAS AND THE MARKED PORTIONS OF SIDEWALKS, PLANTERS, CURBS AND DESIGNATED ITEMS REMOVED SHOULD BE FREE ALL PLANT AND MATERIALS INCLUDING STRUCTURE, CONCRETE SLABS, FOOTINGS, FOUNDATIONS AND ASPHALT. ROUGH GRADE ENTIRE DEMOLISHED AREAS TO A SMOOTH WORKABLE SURFACE. REMOVE SURPLUS SOIL MATERIAL, UNSUITABLE TOPSOIL, OBSTRUCTIONS, DEMOLISHED AND WASTE MATERIALS INCLUDING TRASH AND DEBRIS. THE DISPOSAL OF ALL ITEMS SCHEDULED TO BE REMOVED SHALL BE CONDUCTED PROPERLY OFF SITE IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL REGULATIONS COVERING THE DISPOSAL OF MATERIALS. 1.0 GENERAL CONDITIONS AND DEFINITIONS 1.1 CONTRACTOR SHALL VISIT AND INSPECT SITE AND THOROUGHLY INFORM THEMSELVES OF ALL EXISTING CONDITIONS PRIOR TO THE BID. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THOSE SHOWN ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR CLARIFICATION. 1.2 "PROJECT COMPLETION" SHALL BE DEFINED ON THE LETTER OF ACCEPTANCE AS THE DATE CONSTRUCTION IS COMPLETE AND THE MAINTENANCE PERIOD BEGINS. 1.3 "GUARANTEE PERIOD" SHALL BE DEFINED AS ANY TIME ATTACHED TO THESE DOCUMENTS DURING WHICH THE CONTRACTOR IS RESPONSIBLE FOR THE HEALTH AND REPLACEMENT OF PLANT MATERIAL. 1.4 THE LANDSCAPE CONTRACTOR, WITH THEIR BID SUBMITTAL SHALL PROVIDE WRITTEN VERIFICATION OF THREE (3) YEARS DEMONSTRATIVE ABILITY TO PERFORM THE WORK SPECIFIED HEREIN. PAST WORK SHALL BE OF SIMILAR TYPE, SCALE AND QUALITY. 1.5 THE "FLAIR" OF PLANT MATERIAL REFERS TO THE BASE OF THE PLANT WERE THE STEM MEETS THE TOP OF THE ROOTBALL. 2.0 WORK SPECIFIED HEREIN 2.1 THE WORK SPECIFIED WITHIN THIS SECTION SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE ALL THE LANDSCAPING AS DETAILED AND SPECIFIED, INCLUDING THE FOLLOWING WORK REASONABLY INCIDENTAL THERETO. 2.2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING WORK UNLESS OTHERWISE SPECIFIED ON THE PLANS. 2.2.1 COORDINATION OF ALL THE IRRIGATION WORK TO INSURE SUCCESSFUL INTEGRATION WITH THE LANDSCAPING. 2.2.2 ACCEPTING THE FINISHED GRADE PROVIDED, +/- 0.1 OF A FOOT AS SHOWN ON THE GRADING PLAN. 2.2.3 SOIL CONDITION AND FINE RAKE PRIOR TO PLANTING GROUNDCOVER, AND DECOMPOSED GRANITE INSTALLATION. 3.0 SAMPLES & TESTS 3.1 THE ARCHITECT RESERVES THE RIGHT TO TAKE AND ANALYZE SAMPLES OF MATERIALS FOR CONFORMITY TO SPECIFICATIONS AT ANY TIME. CONTRACTOR SHALL FURNISH SAMPLES UPON REQUEST BY ARCHITECT. REJECTED MATERIALS SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND REPLACED AT THE CONTRACTOR'S EXPENSE. COST OF TESTING OF MATERIALS NOT MEETING SPECIFICATION SHALL BE PAID BY CONTRACTOR. 3.2 THE CONTRACTOR SHALL PROVIDE A 2 LBS SAMPLE OF ANY MINERAL MULCH OR BARK MULCH, THAT WILL BE USED ON THIS PROJECT, PRIOR TO DELIVERY TO THE SITE FOR APPROVAL BY THE LANDSCAPE ARCHITECT. J.0 COORDINATION AND RESPONSIBILITY 4.1 COORDINATE AND COOPERATE WITH OTHER TRADES WORKING ON THE SITE FOR SUCCESSFUL COMPLETION OF THE PROJECT. 4.2 BEFORE COMMENCING WORK ON THE SITE, BECOME THOROUGHLY ACQUAINTED WITH LAYOUT OF ALL UNDERGROUND UTILITIES AND STRUCTURES OVER THE ENTIRE 11TE. ALL REQUISITE REPAIRS TO CORRECT DAMAGE CAUSED BY WORK OF THIS SECTION SHALL BE AT THE CONTRACTOR'S EXPENSE. 4.3 ALL EXISTING PLANT MATERIAL AND ASSOCIATED ELEMENTS NOT INDICATED FOR REMOVAL SHALL BE FENCED AT THE DRIP LINE OF PLANT MATERIAL, PROTECTED AND MAINTAINED AS NECESSARY TO ENSURE SURVIVAL AND PER DEMOLITION NOTES. 4.4 PRECONSTRUCTION CONFERENCE: A PRECONSTRUCTION CONFERENCE TO DISCUSS THE LANDSCAPE PROJECT WORK SHALL BE HELD AT A TIME AGREED UPON. THE CONTRACTOR, TOGETHER WITH REPRESENTATIVES OF HIS IRRIGATION SUBCONTRACTOR, SHALL ATTEND, AS WILL THE OWNER'S. REPRESENTATIVE AND ARCHITECT. THE PURPOSE OF THIS CONFERENCE IS TO DISCUSS THE PROJECT IN DETAIL, INCLUDING SCHEDULING OF WORK, SITE PREPARATION, INTERPRETATION OF DOCUMENTS AND TO ANSWER QUESTIONS THAT MAY ARISE. UNLESS FOLLOWED UP IN WRITING, VERBAL AUTHORIZATIONS OR ACKNOWLEDGEMENT BY ANYONE PRESENT SHALL NOT BE BINDING. 5.0 STANDARDS 5.1 QUANTITY: QUANTITIES ON PLANT LIST, IF SHOWN, ARE FOR REFERENCE PURPOSES ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL PLANT MATERIALS SHOWN ON THE PLANS. IF SHOWN, QUANTITIES ARE PROVIDED FOR ESTIMATING OR CITY APPROVAL PURPOSES ONLY, AND ARE NOT TO BE CONSIDERED ACCURATE FOR BIDDING. WHEN GROUND COVER OR GRANITE IS SPECIFIED IN ONE SECTION OF A PLANTER BED, IT SHALL BE ASSUMED THE GROUND COVER EXTENDS THROUGHOUT SAID BED, BELOW ALL 1, 5, 15 GALLON AND LARGER PLANTS. ALL SIGNIFICANT DIFFERENCES BETWEEN THE SITE AND THE DRAWINGS SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT IMMEDIATELY UPON DETERMINING SAID DISCREPANCIES. FAILURE TO DO SO MAY REQUIRE THE CONTRACTOR TO MAKE ADDITIONAL PLANTINGS TO FILL SPACES, OR OTHER CHANGES AS DETERMINED BY THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE. 5.2 PLANT MATERIAL SUBSTITUTION: AT THE TIME OF BIDDING, THE CONTRACTOR SHALL VERIFY THE ABILITY TO PURCHASE ALL PLANT MATERIALS REQUIRED TO COMPLETE THIS WORK. UPON AWARD OF BIDS, THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH HIS SUPPLIERS FOR ADEQUATE AND PROPERLY SIZED MATERIALS AS SPECIFIED ON THE PLANS, IF PERCEIVED SHORTAGE IS DETERMINED EITHER AT TIME OF BIDDING, OR UPON AWARD OF CONTRACT, THE SUPPLIER MAY EMPLOY ONE OF THE FOLLOWING METHODS. 5.2.1 CONTRACT GROWING OF MATERIALS: WHEN REQUIRED ON THE CONSTRUCTION DOCUMENTS, AND SUFFICIENT LEAD TIME ALLOWS, PLANTS MAY BE CONTRACT GROWN. SPECIFIED MINIMUM TIME OF 6 MONTHS PER CONTAINER, PRIOR TO MOVING INTO LARGER SIZES, SHALL BE WAIVED, PROVIDED ADEQUATE ROOTS DEVELOP THROUGHOUT THE CONTAINER TO HOLD THE SOIL TOGETHER UPON REMOVAL FROM THE CONTAINER. COST FOR CONTRACT GROWING SHALL BE STIPULATED TO AND AGREED UPON AS A SEPARATE CONTRACT COST WITH THE OWNER PRIOR TO COMMENCING ANY WORK TOWARD CONTRACT GROWING. 5.2.2 SUBSTITUTION OF MATERIALS: IF THE ABOVE METHOD PROVES INADEQUATE, AND UPON APPROVAL OF THE OWNER/ARCHITECT, PLANT SUBSTITUTIONS 'WILL BE CONSIDERED. THE CONTRACTOR SHALL MAKE RECOMMENDATIONS TO THE LANDSCAPE ARCHITECT, IN WRITING, FOR CONSIDERATION. THE SUBSTITUTE: SHALL MATCH THE ORIGINAL PLANT MATERIAL SPECIFIED AS CLOSELY AS POSSIBLE IN MATURE SIZE, GENERAL APPEARANCE, SOIL CONDITIONS, CLIMATE REQUIREMENT, LIGHT TOLERANCES, AND OTHER DATA. SUBSTITUTIONS 'MUST BE APPROVED PRIOR TO BIDDING. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE THE SPECIFIED MATERIALS PRIOR TO ASKING FOR A SUBSTITUTION. 5.3 NOMENCLATURE: FOR IDENTIFICATION PURPOSES AND INSPECTIONS, TAGS SHALL BE DURABLE, LEGIBLE PLASTIC LABELS SECURELY ATTACHED TO AT LEAST 25% OF ALL PLANT TYPES, STATING THE BOTANICAL NAME AND SIZE OF THE PLANT MATERIALS. NAMES OF PLANT MATERIALS ON THE PLANS ARE IN ACCORDANCE WITH SUNSET'S NEW WESTERN GARDEN BOOK, LATEST EDITION, AND/OR AS SPECIFIED IN THE PLANT LIST. 5.4 QUALITY & SIZE: THE QUALITY AND SIZE OF ALL PLANT MATERIALS SHALL BE BASED UPON THE AMERICAN NURSERY ASSOCIATION ACCEPTED STANDARDS FOR SIZE, SHAPE AND CALIPER UNLESS SPECIFIED OTHERWISE ON THE PLANS. ALL REJECTED MATERIALS SHALL BE REMOVED FROM THE SITE, AND REPLACED IMMEDIATELY (THE DECISION OF THE CONTRACT ADMINISTRATOR SHALL BE FINAL). CONTAINER GROWN PLANTS SHAL HAVE BEEN GROWN IN POTS, CANS, TUBS OR BOXES FOR A MINIMUM OF SIX MONTHS, EXCEPT WHEN THE PLANTS SHALL HOLD THE ENTIRE ROOTBALL TOGETHER UPON REMOVAL FROM THE CONTAINERS, WITHOUT BEING ROOT -BOUND. ALL NON-ARIZONA GROWN PLANTS SHALL BE "CLIMATIZED" FOR AT LEAST FOUR WEEKS IN PARTIAL SHADE, DURING THE SUMMER MONTHS, PRIOR TO DELIVERY TO THE SITE. TREES SHALL HAVE STRAIGHT TRUNKS THROUGHOUT THEIR HEIGHT, EXCEPT MULTI-TRUNKED SPECIFIED MATERIAL. ANY TREE WITH WEAK TRUNKS INCAPABLE OF SUPPORTING ITS FULL GROWTH SHALL BE DOUBLE -STAKED, WHETHER CALLED FOR IN THE SPECIFICATIONS OR NOT. 5.5 PLANT MATERIAL PROCUREMENT: ALL TREES, CACTI AND SUCCULENTS SHALL BE PURCHASED BY THE CONTRACTOR WITHIN 30 DAYS OF CONTRACT AWARD BY THE OWNER. WRITTEN VERIFICATION THAT THIS HAS TAKEN PLACE SHALL BE FORWARDED TO THE OWNER AND ARCHITECT FOR THEIR FILES. ALL STORAGE AND MAINTENANCE COSTS SHALL BE BORNE BY THE CONTRACTOR. 5.6 INSPECTION: ALL PLANT MATERIALS ARE SUBJECT TO ACCEPTANCE OR REJECTION BY THE CONTRACT ADMINISTRATOR. NOTIFY THE LANDSCAPE ARCHITECT AFTER DELIVERY OF PLANT MATERIALS. THE LANDSCAPE ARCHITECT WILL VISIT THE SITE, DETERMINE THE QUALITY OF STORED MATERIALS, AND NOTIFY THE CONTRACT ADMINISTRATOR OF ALL REJECTED MATERIALS. THE CONTRACT ADMINISTRATOR WILL NOTIFY CONTRACTOR. 5.7 PRODUCT DELIVERY, STORAGE & HANDLING: ALL PLANT MATERIALS DELIVERED TO THE SITE SHALL BE PLANTED AS SOON AS PRACTICAL, AFTER INSPECTION AND APPROVAL. KEEP ALL SUN SENSITIVE PLANT MATERIALS OUT OF FULL SUN DURING SUMMER MONTHS. PROTECT FROM DRYING WINDS AND DUST STORMS. DELIVERY, MAINTENANCE AND INSTALLATION OF ALL PLANT MATERIALS IS THE SOLE; RESPONSIBILITY OF THE CONTRACTOR, AND THEY SHALL MAKE ALL ARRANGEI>9ENTS FOR PROPER LABOR TO AV.DID DELAYS AND REJECTION OF PLANT MATERIALS WHICH HAVE BEEN ON -SITE TOC LONG WITHOUT PLANTING OR INSTALLATION. 6.0 MATERIALS 6.1 MAi ,JRE: SHALL BE WELL ---ROTTED, UNBLEACHED STEER MANURE, NOT LESS THAN 8 MONTHS NOR MORE THAN 2 YEARS OLD. REASONABLY FREE OF WOOD SHAVINGS, SAWDUST OR REFUSE, AND SHALL NOT CONTAIN MORE THAN 10% STRAW OR OTHER FOREIGN MATERIALS BY VOLUME. 6.2 MU -CH: SHALL BE WELL -ROTTED, DECOMPOSED WOOD FIBER, OR COTTON STUBBLE -DERIVED MATERIALS WITH NO FILLERS OR AGENTS SAVE FOR THE BALANCE OF NITROGEN -ADDING INGREDIENTS. PH SHALL RANGE FROM 6.8 TO 7.2; MOISTURE CONTENT SHALL BE 30 TO 40% BY WEIGHT, AND NUTRIENTS SHALL COMPLY WITH THE FOLLOWING MINIMUM REQUIREMENTS BY VOLUME: NITRATE NITROGEN - 1.5%; ORGANIC NITROGEN - 3.65%; PHOSPHORUS - 1.14%; POTASSIUM - 1.19%; IRON - 0.84%. DELIVERY TO SITE SHALL BE EITHER BULK OR MARKED BAGS. ACCEPTABLE PRODUCTS ARE "GREENWORLD MULCH", "COM-PEL SOIL CONDITIONER", AND NATURAL "PEAT MOSS". 6.3 SAND: SHALL BE COURSE, GRANULAR CONCRETE SAND OR GROUT SAND (NOT MORTAR OR SILICA SAND), CONFORMING TO ASTM C-33, THOROUGHLY AND UNIFORMLY WASHED, ENTIRELY FREE OF OIL OR OTHER DELETERIOUS SUBSTANCES. 6.4 FERTILIZER TABLETS: SHALL BE "AGRIFORM"OR "ZIM" (IN PILL OR TABLET FORM). PLACE 4" TO 10" DEEP AND 2" OUTSIDE OF THE ROOTBALL AT THE FOLLOWING RATES: ONE TABLET PER 1-GAL; TWO PER 5- GAL; ONE TABLET PER EACH 1/2" OF TRUNK DIAMETEf,, OR ONE PER EACH 24" OF HEIGHT, WHICHEVER IS GREATER. 6.5 TOPSOIL: SHALL BE SCREENED, FERTILE, FRIABLE SOIL FROM WELL -DRAINED ARABLE LAND FREE FROM NON --ORGANIC REFUSE, NOXIOUS WEEDS, NUT GRASS, THORNY CLAY, CLODS, ROOTS AND ALL MATERIAL TOXIC TO PLANT GROWTH. TOPSOIL SHALL COMPLY WITH MAG SPECIFICATIONS 795.2. TOPSOIL SHALL BE BLENDED ONSITE WITH 25% SAND BY VOLUME PRIOR TO INSTALLATION UNDER TURF AREAS. 6.6 PLANTING PIT BACKFILL FOR ALL TREES AND SHRUBS SHALL BE AS FOLLOWS: 6 PARTS BY VOLUME ON SITE FERTILE SOIL 4 PARTS BY VOLUME CLEAN MASON SAND 2 PARTS ORGANIC TOP SOIL 1 POUND 16-20-0 FERTILIZER PER CUBIC YARD OF MIX GROUNDCOVER PLANTING MIX SHALL BE AS STATED ON THE PLANS. 6.7 TREE STAKING, GUYING & BRACING: ALL 15-GAL. AND LARGER TREES SHALL BE STAKED AS SHOWN ON THE PLANS. STAKES SHALL BE A 2" DIAMETER ROUND KNOT FREE PINE "LODGE POLE", LENGTH AS REQUIRED BELOW, AND INSTALLED AS FOLLOWS: STAKES SHALL BE PLACED IMMEDIATELY ADJACENT TO, BUT IN NO CASE THROUGH, THE ROOT BALL, PENETRATING AT LEAST 8" INTO UNDISTURBED SOIL, AND ALIGNED VERTICALLY, THE STAKE SHALL BE POINTED AT ONE END, AND ALIGNMENT SHOULD NOT INTERFERE WITH THE EXISTING BRANCH STRUCTURE OF THE TREE. INSTALL ALL STAKES AS FOLLOWS: 15-GAL, _ 2 EA. 8' LONG POLE; 24" AND 30" BOX SIZE - 2 EA. 12' LONG STAKES; 36" BOX AND LARGER SIZE - THREE GUY WIRES (8 GAUGE STEEL) WITH GROUND STAKES. WIRE FOR FASTENING TREES TO STAKES SHALL BE #12 GAUGE GALVANIZED STEEL. WIRE FOR GUYING SHALL BE #8 GAUGE GALVANIZED STEEL, ATTACHED TO A 1" DIAMETER BY 36" LONG STEEL GROUND STAKE BY DRILLING A HOLE COMPLETELY THROUGH THE GROUND STAKE, AND SECURING THE WIRE WITH TWO MECHANIC: CLAMPS PER WIRE. ALL WIRE ATTACHED TO THE TREES SHALL BE b-4 CACTI: ALL CACTI SHALL BE INSTALLED PER DETAILS PROVIDED IN THE DONE AT THE 1 WEST BRANCHES, ENCASED WITH RUBBER HOSES, AND CLAMPED DRAWINGS. ALL CACTI SHALL BE WARRANTIED FOR A PERIOD OF 1 YEAR FROM WITH AT LEAST 'WO CLAMPS. HOSE MAY BE EITHER NEW OR OLD RUBBER, BUT NOT THE DATE OF FINAL ACCEPTENCE. ALL CACTI SHALL BE PLACED ON A SEPARATE PLASTIC. ALLC 1" CLEARANCE AROUND THE TRUNKS OF 36" BOX TREES OR IRRIGATION VALVE. LARGER (UNLES SPECIFIED OTHERWISE ON THE PLANS) WHEN FORMING THE HOSE -ENCASE[ MIRE RING. FORM A COMPLETE RING OF HOSE -ENCASED WIRE FOR 9.0 PRUNING AND REPAIR EACH OF THE EE GUYS, APPROXIMATELY 120 DEGREES APART. SET THE GROUND STAKES AN AP OPRRATE DISTANCE FROM THE TREE TO PROVIDE AN APPROXIMATE 9.1 UPON COMPLETION OF THE WORK OF THIS SECTION, ALL TREES AND SHRUBS ANGLE OF 45 1 GREES BETWEEN THE GROUND AND WIRE. SHALL HAVE BEEN PRUNED IF REQUIRED OR DIRECTED BY THE CONTRACT ADMINISTRATOR, AND ALL INJURIES REPAIRED. LIMIT AMOUNT OF PRUNING TO 6.8 HEADERS: SEE PLANS AND DETAILS FOR TYPE OF HEADER AND INSTALLATION THE MINIMUM NECESSARY TO REMOVE DEAD AND INJURED TWIGS AND BRANCHES. SPECIFICATIONS HEADERS SHALL BE USED TO SEPARATE TWO INCOMPATIBLE USES SUCH AS TURF : LANTERS/DECOMPOSED GRANITE/GROUND COVER AREAS. ALL 10.0 GUARANTEE AND REPLACEMENT HEADERS SHAL BE MOUNTED WITH THEIR TOPS FLUSH WITH SIDEWALKS, GENERALLY 10.1 GUARANTEE ALL LAWNS AND PLANTING FOR A PERIOD OF 90 DAYS FROM KEPT 1 1 /2" A )VE FINISHED GRADES, AND SHALL NOT HAVE MORE THAN A 6:1 THE DATE OF INSTALLATION, UNLESS OTHERWISE NOTED. ALL LAWNS AND SLOPE. REDW(: D OR PLASTIC HEADERS SHALL NOT BE ALLOWED. PLANTING SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. 6.9 DECOMPO` D GRANITE: UNLESS OTHERWISE NOTED ALL LANDSCAPE AREAS SHALL BE TOP[ ESSED WITH A MIXTURE OF 50% 1 /2" MINUS AND 507. 1 /2" 10.2 DURING THE GUARANTEE PERIOD, ALL PLANTS SHALL BE IN A HEALTHY, SCREENED DEC APOSED GRANITE, THE COLOR SHALL BE "DESERT GOLD" AND SHALL VIABLE CONDITION. REPLACE ANY PLANT NOT IN A HEALTHY CONDITION WHEN MATCH AS CLC _LY AS POSSIBLE, THE NATURAL COLOR OF THE DESERT. A 2 LBS NOTIFIED BY THE LANDSCAPE ARCHITECT. SHOULD ANY DIFFERENCE OF OPINION SAMPLE SHALL :E SUBMITTED FOR LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO ARISE OVER REPLACEMENT, THE LANDSCAPE ARCHITECT'S DECISION IS FINAL. DELIVERY. THE 3RANITE SHALL BE FREE OF LUMPS AND FOREIGN SUBSTANCES. GRANITE SHALL 3E INSTALLED TO A DEPTH OF 2" AND SHALL BE MEASURED AFTER 10.3 GUARANTEE REPLACEMENTS OF ALL PLANT MATERIAL FOR A PERIOD OF 90 COMPACTION A ) ROLLING. DAYS FROM THE DATE OF INSTALLATION UNLESS SPECIFICALLY NOTED OTHERWISE IN THESE SPECIFICATIONS. 6.10 TOPDRES NG OF REVEGETATION AREAS: ALL REVEGETATION AREAS SHALL BE TOPDRESSED A H A MINIMUM OF 2" OF DECOMPOSED GRANITE AND COBBLES 10.4 THE GUARANTEE PERIOD FOR DECIDUOUS TREES SHALL BE IN EFFECT UNTIL SALVAGED FRO ONSITE BY THE GRADING CONTRACTOR SEE GRADING SPECIFICATIONS ALL ARE SHOWING NEW GROWTH THE SPRING FOLLOWING PLANTING PROVIDED THE IN CIVIL SPECIF ATIONS. THIS MATERIAL SHALL BE SCREENED BY THE LANDSCAPE TREE WAS INSTALLED JUST PRIOR TO ITS DORMANT STAGE. CONTRACTOR F OR TO INSTALLATION IN ORDER TO REPRODUCE THE TEXTURE AND APPEARANCE C THE NATURAL DESERT. LANDSCAPE CONTRACTOR SHALL PLACE A 11.0 ACCEPTANCE OF WORK 200 SQUARE F )T MINIMUM AREA OF TOPDRESSING FOR APPROVAL BY LANDSCAPE ARCHITECT PRI TO INSTALLATION OF THE BALANCE OF THE SITE. 11.1 AFTER COMPLETION OF ALL WORK AND BEFORE THE BEGINNING OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL NOTIFY THE CONTRACT 6.11 WEED CO rROL: REMOVE ALL WEEDS BY .MECHANICAL METHODS OR BY ADMINISTRATOR FOR THE PURPOSE OF SCHEDULING THE MAINTENANCE SPRAYING WITI- 'ROUND -UP" OR APPROVED EQUAL. ALL LANDSCAPE AREAS EXCEPT INSPECTION. THE CONTRACTOR SHALL PREPARE, AND HAVE ON -SITE, A REVEGETATION REAS SHALL BE TREATED WITH A PRE -EMERGENT SUCH AS COMPLETE SET OF RECORD FOR CONTRACT ADMINISTRATOR OR CITY REVIEW "DACTHAL" OR PPROVED EQUAL PER MANUFACTURER'S RECOMMENDATIONS. PLASTIC DURING THE MAINTENANCE INSPECTION. LINERS SHALL )T BE ALLOWED. 11.2 BEFORE SCHEDULING THE MAINTENANCE INSPECTION, THE CONTRACTOR 7.0 LAYOUT AF EXCAVATION OF PLANTING AREAS SHALL INSURE THAT ALL TESTS AND WORK RELATED TO IRRIGATION IS COMPLETED. THE CONTRACT ADMINISTRATOR SHALL BE NOTIFIED (14) DAYS 7.1 CONTRAC` R SHALL STAKE TREE LOCATIONS AS SHOWN ON DRAWINGS. THE PRIOR TO SCHEDULING INSPECTION. LANDSCAPE AF `-IITECT SHALL FIELD CHECK THE LAYOUT LOCATION OF PLANTS AND WILL DIRECT TF CONTRACTOR TO ADJUST TO EXACT POSITION BEFORE EXCAVATION 11.3 INSURE THAT ALL PLANT MATERIAL EXHIBITS NORMAL GROWTH BEGINS. NOTlF THE LANDSCAPE ARCHITECT AT LEAST 48 HOURS PRIOR TO CHARACTERISTICS AND IS SUBSTANTIALLY VIGOROUS. IN ADDITION, ALL PLANT SCHEDULING W ; K. MATERIAL SHALL MEET. ACCEPTED NURSERY STANDARDS FOR SIZE, TRUNK CALIPER AND FORM. 7.2 NOTIFY TI LANDSCAPE ARCHITECT OF ROCK CALACHE, HARD PAN CLAY, AND OTHER OBSTRL' TIONS WHICH ARE ENCOUNTERED IN THE EXCAVATION OF PLANT PITS. 11.4 INSURE THAT TREE, SHRUB AND GROUND COVER QUANTITIES ARE ALTERNATIVE F �NTING LOCATIONS MAY BE SELECTED BY LANDSCAPE ARCHITECT. ACCORDING TO PLAN AND AT CORRECT SPACINGS. 7.3 DIG PLAN JG PITS WITH PERPENDICULAR SIDES 1-1/2 TIMES THE SIZE OF THE ROOT BALL AN DEPTH TO MATCH HEIGHT OF BOX OR ROOT BALL. BACKFILL PIT WITH PLANTINC .AIXTURE TO 1 /3 DEPTH BEFORE SETTING SHRUBS AND TREES. 7.4 PUDDLE F ANTING MIXTURE WHEN PIT IS 2/3 FULL OF MIX. CONTINUE BACKFILLING T WITHIN 1" OF THE SURROUNDING FINISH GRADE. 7.5 CUT PLAT CONTAINER (CANS) ON TWO SIDES WITHOUT INJURING ROOT BALL AND CAREFULL REMOVE THE PLANT. DO NOT CUT CONTAINER WITH SPADE. ANY PLANT INJURE[. OR FOOT BALL BROKEN DURING PLANTING OPERATIONS WILL BE REJECTED. 7.6 ALL GROI D COVER AND DECOMPOSED GRANITE AREAS, EXCEPT REVEGETATION AREAS, SHALL E 7.ATED WITH A PRE -EMERGENT AS OUTLINED IN SECTION 6.11. 7.7 GENERALL , FINISHED GRADE SHALL BE 1-1/2" BELOW TOPS OF HEADER, WALKS, ETC. 7.8 SIDEWALK AND PAVING SHALL BE BROOMED DAILY DURING PLANTING OPERATION. F ANT CONTAINERS, EMPTY FERTILIZER BAGS AND SEED BAGS AND CONTAINER AR TO BE PICKED LP AND DISPOSED OF DAILY. CONTRACTOR'S TRASH SHALL BE REIV VED FROM THE STE AT THE COMPLETION OF WORK. 8.0 INSTALLAI ON 8.1 SOIL PRE! ORATION: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REMOVING ALL \BC, ROCKS OR FOREIGN OBJECTS LARGER THAN 1 /2" FROM ALL PLANTED AREi , THE CONTRACTOR SHALL VISIT THE SITE, AND WORK WITH THE GENERAL CON' IE OWNERSRACTOR TO ASSURE THEMSELVES THIS PROVISION IS COMPLIED WITI• IN AREAS WHERE TURF WILL NOT BE PLANTED, THEY SHALL. TAKE PROPER PREC, TIONS FOR THE REMOVAL OF ANY EXISTING TURF AND OTHER AGGRESSIVE W :DS. 8.2 SHRUBS TREES: SHALL BE INSTALLED IN ACCORDANCE WITH THE FOREGOING SPECIFICATION' AMERICAN NURSERY STANDARDS AND THE DETAILS SHOWN ON THE PLANS. PLAN PITS SHALL ALWAYS PROVIDE ADEQUATE GROWTH VOLUMES FOR NEW ROOTS, AND c ALL MEET THE FOLLOWING MINIMUM STANDARDS, WHICH MAY BE INCREASED ON `HE DETAILS: 1 GAL. MATERIALS, 8" CLEARANCE SIDES; 5 GAL. MATERIALS, 12 CLEAR ALL SIDES; 15 GAL. AND LARGER, 18" CLEARANCE ON SIDES, 12" CLEARANC DEPTH OF PLANT PITS TO MATCH HEIGHT OF BOX OR ROOT BALL TO PREVENTS iTLEMENT CAUSING THE FLAIR AT THE BASE OF THE PLANT MATERIAL TO SINK BELO FINISH GRADE. BACKFILL THESE AREAS WITH "PREPARED BACKFILL" (SEE SECTION 6). 8.3 BERMS/C DING: EARTH BERMS SHALL BE FORMED AS INDICATED ON THE PLANS. GRADII RESPONSIBILITY SHALL BE WORK OF THE MASS GRADING CONTRACTOR !LESS SPECIFIED OTHERWISE ON THE CONSTRUCTION DOCUMENTS. THE ARCHITEC SHALL APPROVE ALL GRADING BASED ON AESTHETICS PRIOR TO ANY TREE IRRIGATI( AND SITE IMPROVEMENTS. THE CIVIL ENGINEER SHALL APPROVE ALL GRADING BASE UP ON DRAINAGE. APPROVALS MUST BE OBTAINED IN WRITING PRIOR TO COMMENCII LANDSCAPE WORK. NOTIFY LANDSCAPE ARCHITECT AT LEAST 5 DAYS PRIOR T SCHEDULED WORK. 11.5 INSURE THAT A FULLY -FUNCTIONAL, AUTOMATIC DRIP SYSTEM IS PROPERLY INSTALLED TO PROVIDE 100 PERCENT COVERAGE TO ALL NEW AND EXISTING PLANT MATERIAL. 11.6 SHOULD THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE DETERMINE THE SITE TO BE SUFFICIENTLY INCOMPLETE OR POORLY INSTALLED, THEY RESERVE THE RIGHT TO POSTPONE OR EXTEND THE MAINTENANCE PERIOD UNTIL THE PROJECT IS IN ACCEPTABLE CONDITION. 12.0 MAINTENANCE 12.1 MAINTENANCE SHALL BE FOR A PERIOD OF 90 DAYS, UNLESS NOTED OTHERWISE. 12.2 GROUNDCOVER AREAS SHALL BE MAINTAINED WEEKLY FOR FIRST THIRTY DAYS, BI-WEEKLY DURING THE REMAINING DAYS, REMOVING ALL WEEDS AND GRASSES, AND FINE-TUNING THE IRRIGATION SYSTEM TO ENSURE ADEQUATE COVERAGE WHILE MINIMIZING OVERSPRAY. 12.3 DURING THE ENTIRE MAINTENANCE PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ANY PLANT MATERIAL THAT HAS SETTLED ALLOWING THE FLAIR AT THE BASE OF THE PLANT TO SINK BELOW FINISH GRADE. ANY PLANT MATERIAL THAT HAS SETTLE IN SUCH A MANNER MUST HAVE THE SOIL PULLED AWAY FROM THE FLAIR AT THE BASE OF PLANT AND GRANITE REDISTRIBUTED OVER THE ROOTBALL. IN ADDITION, THE CONTRACTOR IS RESPONDSIBLE FOR ALL WEEDING, SPRAYING, FERTILIZING; RAKING, SWEEPING, MULCHING, REPLANTING AND WATERING AREAS WITH PROPER AMOUNTS OF WATER TO ASSURE PROPER GROWTH OF ALL PLANTED MATERIALS. 12.4 THE MAINTENANCE PERIOD MAY BE EXTENDED BY THE CONTRACT ADMINISTRATOR OR CITY IF IN THEIR OPINION THE PROJECT IS NOT BEING PROPERLY MAINTAINED DURING THE DESIGNATED PERIOD. 13.0 FINAL ACCEPTANCE 13.1 THE CONTRACTOR SHALL NOTIFY THE CONTRACT ADMINISTRATOR AT LEAST 14 DAYS IN ADVANCE OF THEIR FINAL INSPECTION. THE SITE MUST BE IN PERFECT CONDITION, ALL PLANTED AREAS FREE FROM WEEDS/GRASSES, ALL REFUSE REMOVED FROM PLANTED AREAS, ALL WALKS AND DRIVES CLEAN AND DRY, AND THE CONTRACTOR SHALL OPERATE ALL REMOTE CONTROL VALVES FROM THE CONTROLLER, IN SEQUENCE, AND PROVIDE ENOUGH TIME FOR THE CITY TO INSPECT ALL AREAS BEING WATERED. THE CONTRACTOR SHALL INSTRUCT THE OWNER, OR THEIR REPRESENTATIVE ON THE SUGGESTED WATERING TIMES AND CYCLES OF ALL IRRIGATED AREAS. IF ALL IS IN ORDER, OR CAN BE MADE SO WITHIN 24 HOURS, THE SITE WILL BE ACCEPTED VERBALLY AT THIS TIME, OR EXTENDED UNTIL SUCH TIME AS THE SITE CAN BE ACCEPTED, SHOULD THE PROJECT REQUIRE ADDITIONAL MAINTENANCE, THE CONTRACT ADMINISTRATOR SHALL NOTIFY THE INVOLVED PARTIES AT THIS TIME. ***END OF SECTION *** on • /4nO a4N ..,. sc � Cr -,e /des " oraphiie dta urban graphite, Ile LANDSCAPE 7151 e. sixth avenue building SPECIFICATION scottsdale, arizona 85251 phone 480-775.3714 4 OF 4 fax 480-990r0754 mail@urbangraphite.com CONTOUR INTERVAL ONE FOOT (1) Oro Valle�t Carwash Mercado Del Rio Lot 11 Oro Valley,Arizona .John Reddell Architects, Inc. Architecture Interiors Land Planning 2501 N. Hayden Road #103 Scottsdale, Arizona 85257 �ANA�ApE (480) 946-0242 Fax: (480)946-018 !� CIFICAr 9�� Email: reddellarchitects@eschelon.co Date: 05/16/05 t' 3293DRE Revisions: UIIL N i A A2 g� 3 ury u,s Drawings and Specltleations as Instruments of serwoe are and shall renaln the Property of the Archited: whether the Protect for which they were prepared Is 'bed or not. They are not to be used on other Protects ar extemiom to this Protect except by agreement In writing and with appropriate Compensation to John Reddeil Architects, Irrc copyright John Reddell Architects, Inc ■ TABLE 2B: REQUIRED PERIMETER STREET FRONTAGE BUFFER YARDS FOR COMMERCIAL USES. PERIMETER STREET ARTERIAL COLLECTOR RESIDENTIAL TYPE STREET FRONTAGE B (30' MIN) B (30' MIN) B (30' MIN) BUFFER YARD TABLE 3: REQUIRED PLANTINGS FOR BUFFER YARD "A" MINIMUM WIDTH 10, 15, 20' 5 TREES 4 TREES NATURAL PLANTS PER 100 5 SHRUBS 4 SHRUBS DESERT LINEAL FEET 10 ACCENTS 1 8 ACCENTS TABLE 4: REQUIRED PLANTINGS FOR BUFFER YARD "B" MINIMUM WIDTH 15, 20' 30' 40' 8 TREES 7 TREES 5 TREES NATURAL PLANTS PER 100 8 SHRUBS 7 SHRUBS 5 SHRUBS DESERT LINEAL FEET 15 ACCENTS 12 ACCENTS 10 ACCENTS NOTE: ACCENTS IN TABLES 3 AND 4 INCLUDE FLOWERS AND VINES THE NATURAL DESERT BUFFER AREAS MUST PROVIDE AT LEAST 3 TREES AND 15 SHRUBS PER 100 LINEAL FEET. ANY LANDSCAPE ADDED TO MEET THIS REQUIREMENT SHALL BE GROUPED TO BUFFER EXISTING USES AND TO MINIMIZE DISTURBANCE FOR PLANTING AND IRRIGATION. ORO VALLEY GENERAL NOTES SECTION 14-204 -SECTION B-#8 A. GROSS ACRES OF PROPERTY B. TOTAL ACRES OF GRADED SITE C. TOTAL ACRES OF OPEN SPACE REQUIRED D. TOTAL ACRES OF OPEN SPACE PROVIDED E. TOTAL ACRES OF UNDISTURBED NATURAL AREAS F. ZONING OF PROPERTY G. ZONING OF EACH ADJACENT PROPERTY H. BUIDLING SETBACKS REQUIRED ALONG EACH PERIMETER PROPERTY LINE I. TYPE AND WIDTH OF EACH BUFFER YARD ON PROPERTY J. TYPE AND WIDTH OF BUFFER YARDS LOCATED ON ADJACENT PROPERTIES K. CLASSIFICATION OF EACH PUBLIC PERIMETER STREET ABUTTING THE PROPERTY AND THE TYPE AND WIDTH OF STREET BUFFER YARDS PROVIDED. L. THE PROPERTY OWNER IS RESPONDSIBLE FOR MAINTAINING THE IRRIGATION SYSTEM AS LONG AS NECESSARY IN ORDER TO TRANSITION PLANTS OVER TO NATURAL SOURCES. ANY PLANT MATERIALS THAT DIE FOR ANY REASON, SHALL BE REPLACED IN ACCORDANCE WITH SECTION 4-213 MAINTENANCE. M. THE PROPERTY OWNER SHALL MAINTAIN ALL PLANTS WITHIN THE BUFFER YARDS TO ENSURE UNOBSTRUCTED VISIBILITY TO MOTORISTS. ALL SHRUBS ACCENTS, AND GROUNDCOVERS SHALL NOT EXCEED 2 FEET IN HEIGHT. TREES WILL BE MAINTAINED TO ENSURE THAT BRANCHES/CANOPY FOLIAGE IS NOT BELOW A HEIGHT OF 6 FEET. LIGHTLY DUST DECOMPOSED GRANITE OVER ROOTBALL (2) 2" DIA. TREE STAKES. HAMMER V-0" MIN. INTO UNDISTURBED SOIL (DO NOT STAKE THROUGH ROOT BALL) Z LIGHTLY DUST DECOMPOSED ° GRANITE OVER ROOTBALL N CREATE GENTLE SWALE DEPRESSION DO NOT FORM RAISED BASIN DO NOT BURY TOP OF ROOTBALL r �_ u ' PLANTING SOIL MIXTURE (REFER TO SOIL SPECIFICATIONS) PIT WIDTH: 3x DIA. OF CONTAINER PIT DEPTH: TO EQUAL ROOTBALL PLANTS SHALL BE INSPECTED FOR ROOTBOUND CONDITIONS BEFORE PLANTING. ANY ROOTBOUND PLANT SHALL BE REPLACED WITH SUITABLE PLANT. TREE PLANTING NOT TO SCALE 1.23 AC. X NA NA NA C-2 X X X X X 3 PROPERTY \ LINE ZONING C:2 LIGHTLY DUST DECOMPOSED GRANITE OVER ROOTBALL CREATE GENTLE SWALE DEPRESSION DO NOT FORM RAISED BASIN DO NOT BURY TOP OF ROOTBALL PLANTING SOIL MIXTURE (REFER TO SOIL SPECIFICATIONS) PIT DEPTH: TO EQUAL ROOTBALL PIT WIDTH: 3x DIA. OF CONTAINER PLANTS SHALL BE INSPECTED FOR ROOTBOUND CONDITIONS BEFORE PLANTING. ANY ROOTBOUND PLANT SHALL BE REPLACED WITH SUITABLE PLANT. SHRUB PLANTING NO SCALE Urban Graphite Landscape Architecture Site Planning 7151 East 6th Avenue Scottsdale, Arizona 85251 Office: (480) 775-3714 Fax: (480) 990-0754 Email: mail(gurbangraphite. corn F] SCRN W/�LL i l Graphic Design I'KUF'CKI T-' LINE SCALE 1" = 20' BS TO REMAIN V EXISTING LIGHT POLE SIDEWALK PROPERTY LINE 0o LANDSCAPE PLAN THIS SITE ]N' VICINITY MAP NT5 4-28-05 ORO VALLEY LANDSCAPE STANDARDS SECTION 14-205 -LANDSCAPE STANDARDS 1. ANY PART OF THE DEVELOPMENT SITE WHICH HAS BEEN DISTURBED AND IS NOT REQUIRED FOR BUILDINGS, STRUCTURES, PRIVATE RESIDENTIAL YARDS, LOADING AND VEHICULAR ACCESS WAYS, STREETS, PARKING AND UTILITY AREAS, PEDESTRIAN WALKS AND HARD -SURFACE ACTIVITY AREAS SHALL BE LANDSCAPED. 2. NATURAL DESERT IS AN ACCEPTABLE FORM OF LANDSCAPE. LIVE PLANTS, FROM THE APPROVED PLANT LIST, WALKWAYS, FOUNTAINS, SCULPTURE, ROCK GROUPINGS AND ORGANIC AND INORGANIC GROUNDCOVERS MAY BE USED AS AN ALTERNATIVE. WATER, AGGREGATE AND ARCHITECTURAL FEATURES SHALL NOT BE USED EXCLUSIVE OF LIVING PLANTS. 3. THE PLANTS LISTED IN ADDENDUM "A" ARE RECOMMENDED FOR USE IN ORO VALLEY. THE PLANTING SEED MIXES LISTED IN ADDENDUM "B" ARE REQUIRED FOR ALL RE -VEGETATION PROJECTS IN ORO VALLEY. THE PLANTS LISTED IN ADDENDUM "C" ARE PROHIBITED FROM USE IN ORO VALLEY (SEE ARTICLE 14-2) 4. NATIVE PLANTS SALVAGED FROM THE SITE SHALL BE TRANSPLANTED INTO COMMON AREA, LANDSCAPED AREAS OR FRONT YARDS. WHENEVER FEASIBLE, PLANT SALVAGE SHALL INCLUDE IMMEDIATELY TRANSPLANTING SALVAGED PLANTS IN A PERMANENT LOCATION AS INDICATED ON THE LANDSCAPE PLAN. IMMEDIATELY TRANSPLANT IS PREFERRED TO PLACING SALVAGE PLANTS IN A HOLDING NURSERY FOR FUTURE RELOCATION ON SITE. 5. UNLESS OTHERWISE SPECIFIED HEREIN, ALL REQUIRED TREES SHALL BE A MINIMUM OF FIFTEEN (15) GALLONS IN SIZE AND AT LEAST 40 OF THOSE TREES MUST BE TWENTY-FOUR (24) INCH BOXED, OR TWENTY-FOUR (24) INCH SPADED, OR LARGER SIZE. ALL SHRUBS AND ACCENT PLANTS SHALL BE A MINIMUM DF FIVE (5) GALLON IN SIZE. ALL GROUNDCOVER PLANTS SHALL BE A MINIMUM ONE (1) GALLON IN SIZE. ALL PLANT MATERIAL SHALL MEET THE MINIMUM STANDARDS CONTAINED IN THE CURRENT EDITIONS OF THE ARIZONA NURSERY ASSOCIATION'S GROWERS COMMITTEE RECOMENDED TREE SPECIFICATIONS AND THE AMERICAN ASSOCIATION OF NURSERYMAN AS TO SIZE, CONDITION AND APPEARANCE. 6. ALL LANDSCAPED AREAS SHALL BE FINISHED WITH A NATURAL TOPPING MATERIAL WHICH MAY INCLUDE, BUT IS NOT LIMITED TO THE FOLLOWING: TURF, GROUNDCOVER PLANTING, HYDRO -SEED, OR MULCH (ORGANIC OR INORGANIC) OF AT LEAST TWO INCHES IN DEPTH. SHRUBS OR OTHER VEGETATIVE GROUNDCOVER MUST BE PLANTED TO COVER AT LEAST 80% OF THE AREA WITHIN TWO YEARS OF INSTALLATION. 7. NOT APPLICABLE 8. NOT APPLICABLE. 9. ADDITIONAL LANDSCAPING IN STREET RIGHTS OF WAY REQUIRED BY THE TOWN AND SHALL BE SUBJECT TO ACCEPTANCE AND ISSUANCE OF A PERMIT FROM THE TOWN ENGINEER, OR WHERE APPROPRIATE. FROM THE ARIZONA DEPARTMENT OF TRANSPORTATION. WHERE AGGREGATE GROUND COVER IS USED PART OF THE LANDSCAPE TREATMENT ALONG A STREET RIGHT-OF-WAY, THE TOWN MAY REQUIRE THAT THE AGGREGATE GROUND COVER BE EXTENDED INTO THE STREET RIGHT-OF-WAY TO THE EDGE OF THE STREET PAVEMENT OR CURB. 10. LANDSCAPE MATERIALS SHALL NOT OBSTRUCT SIGHT DISTANCES OR VEHICLE TURNING MOVEMENTS. 11. LANDSCAPED AREAS THAT ARE SUSCEPTIBLE TO INJURY BY PEDESTRIAN OR AUTO TRAFFIC SHALL BE PROTECTED BY APPROPRIATE CURBS, TREE GUARDS OR OTHER DEVICES. 12. LANDSCAPE SHALL BE DESIGNED TO MINIMIZE SAND AND GRAVEL BEING CARRIED INTO THE STREETS BY STORM WATER OR OTHER RUNOFF. 13. TREES AND LARGE SHRUBS SHALL BE ADEQUATELY SUPPORTED WHEN PLANTED. NO TREES SHALL BE PLANTED UNDER OVERHEAD SERVICE WIRES IF THEIR MATURE HEIGHTS WILL INTERFERE WITH THOSE WIRES. 14. WHEN ADJACENT TO DEVELOPED RESIDENTIAL USES, THE ENTIRE PERIMETER LANDSCAPE AND SCREENING ALONG THESE PROPERTY LINES SHALL BE INSTALLED IN THE FIRST PHASE OF DEVELOPMENT. 15. EARTH BERMS SHALL HAVE ADEQUATE PLANT MATERIAL OR GROUNDCOVER TREATMENT TO PREVENT EROSION. 16. TURF SHALL NOT EXCEED 15% OF THE TOTAL LANDSCAPED AREA, EXCEPT IN PARKS AND RECREATION AREAS. 17. TREES SHALL NOT BE PLANTED UNDER OUTDOOR LIGHTING STRUCTURES. LANDSCAPE PLANT MATERIAL SHALL BE ARRANGED IN A MANNER NOT TO OBSTRUCT SECURITY LIGHTING. 18. IRRIGATION AND/OR WATERING PLANS SHALL MEET THE MINIMUM STANDARDS OF THE AMERICAN SOCIETY OF IRRIGATION CONSULTANTS. OFF STREIET PARKING AND LOADING STANDARDS: 1. EVERY SIXTH ROW OF PARKING SPACES SHALL BE SEPERATED BY A LANDSCAPED ISLAND MEASURING A MINIMUM TEN (10) FEET WIDE (INSIDE OF CURB TO INSIDE OF CURB) RUNNING THE LENGTH OF THE PARKING ROW. PEDESTRIAN WALKWAYS, 4 FEET IN WIDTH, SHALL BE PROVIDED INSIDE THE CURB, RUNNING THE LENGTH OF THE PARKING ROW AND MEAANDERING AROUND THE TREES. THE ISLAND SHALL INCLUDE ONE CANOPY TREE FOR EVERY SIX (6) PARKING SPACES ABUTTING THE ISLAND. 2. ONE CANOPY TREE SHALL BE PLANTED IN EACH RAISED ISLAND.. 3. LOADING AREAS SHALL BE SCREENED FROM ADJOINING PROPERTIES AND PUBLIC THOUGHFARES WITH A MINIMUM FIVE (5) FOOT WIDE LANDSCAPED AREA AND A (6) FOOT HIGH OPAQUE SCREEN, CONSISTING OF A DECORATIVE WALL, EARTH BERMS, VEGETATION OR A COMBINATION OF SUCH ELEMENTS. VEHICULAR AND PEDESTRIAN ACCESS IS ALLOWED WITHIN THESE LANDSCAPED AREAS. Ll OF 4 PLANT LEGEND TREES SPECIES CERCIDIUM PRAECOX N PALO BREA PROSOPIS VELUTINA NATIVE MESQUITE EXISITING TREES SPECIES N N CERCIDIUM FLORIDUM o - �`j � �I BLUE PALO VERDE -i- CERCIDIUM MICROPHYLLUM FOOTHILL PALO VERDE SHRUB LEUCOPHYLLUM LAEVIGATUM CHIHUAHUAN SAGE CAESALPINIA MEXICANA MEXICAN BIRD OF PARADISE 0 CASSIA ARTEMISIOIDES FEATHERY CASSIA MUHLENBERGIA RIGENS DEER GRASS DACTIFLORIA GREEN DESERT SPOON BAILEYA MULTIRADIATA DESERT MARIGOLD ALLIANDRA ERLOPHYLLA ATIVE FAIRY DUSTER HESPERALOE PARVIFLORA RED YUCCA GROUNDCOVERS & ACCENTS ECHINOCACTUS GRUSONII 0 GOLDEN BARREL GLANDULARIA GOODDINGII GOODDING VERBENA (aMELAMPODIUM LEUCANTHUM LACKFOOT DAISY 0 LANTANA MONTEVIDENSIS PURPLE TRAILING LANTANA LANDSCAPE MATERIALS 5/8" SCREENED DECOMPOSED GRANITE, 2" DEPTH, COLOR: DESERT GOLD NON -TURF OR PAVED AREAS QTY/SIZE 15 GAL./O 24" BOX/9 15 GAL./ 24" BOX/15 5 GAL./34 1 GAL./15 5 GAL.J26 5 GAL./47 5 GAL./18 1 GAL./11 5 GAL.J38 5 GAL./26 5 GAL.J36 1 GAL./48 1 GAL./51 1 GAL./27 u CONTOUR INTERVAL ONE FOOT (1) LOT 11 — Mercado Del Rio OV12-04-31 OV8- 04- 09 PORTION SOUTHEAST 1 /4 OF SECTION 12, TOWNSHIP 12 SOUTH, RANGE 13 EAST GILA & SALT RIVER MERIDIAN, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA 0 10 20 40 ■ F-1 1 7 L "J" BOX AS PER LOCAL CODE ELECTRIC 110VAC POWER SUPPLY CONTROLLER PROVIDED BY GEN. CONTRACTOR VALVE WIRE (TYPE UF) CONDUIT FOR CONTROL WIRING NOTE: REFER TO PLANS FOR EXACT LOCATION. SEE SPECS & WIRING DIAGRAM FOR MORE INFORMATION. DIRECT BURIAL WIRES TO VALVES -MOUNT CONTROLER PER MANUFACTURER'S SPECS. -ALL WIRE TO BE INSTALLED PER LOCAL CODE ELECTRIC CONTROLLER NO SCALE NOTES: 1) INSTALL A MINIMUM OF THREE (3) MULTI -PORT EMITTERS PER TREE EQUALLY SPACED AROUND DRIPLINE OF TREE CANOPY TYPICAL. OPEN ADDITIONAL PORTS AND INSTALL SPAGHETTI DISTRIBUTION TUBING TO PROVIDE ADEQUATE WATER AS TREE MATURES (TYP) 2) FOR SLOPED CONDITIONS PLACE DISTRABUTION POINT AT THE HIGH POINT OF PLANTING WELL EMITTER PLACEMENT MINIMUM 1$" MIN SPAGHETTI DIST. TUBING (MAX. RUN 4'-0") ELEVATION DECOMPOSED GRANITE T EMITTER '}-- EMITTER PIT BOX LAN PVC FLEX HOSE PVC DRIP LATERAL (TYP). MULTI -PORT EMITTER IRRIGATION CONTROL VALVE PIT BOX FINISH GRADE FLUSH VALVE/END CAP MULTI -PORT EMITTER SCH 40 PVC FITTING (TEE OR ELBOW) SPAGHETTI DIST. TUBING (MAX. RUN 4'-0") CLASS 200(MIN) PVC LATERAL PLAN SYMBOL: // NO SCALE -- rut 6" DIA. P.V.0 PIPE EXTENSION (LENGTH AS REQ'D) BRASS GATE VALVE SIZE TO MAINLINE PVC MALE ADAPTOR MAIN LINE NOTE: REFER TO SPECS FOR MORE INFO. SEE PLANS FOR EXACT LOCATIONS. 4" OR LARGER GATE VALVES SHALL HAVE 2" SQUARE NUT. PLAN SYMBOL: GATE VALVE & COVER NO SCALE NOTE: REFER TO SPECS 9, 10 & 11 FOR MORE INFORMATION SEE PLANS FOR EXACT LOCATIONS. BRASS BALL VALVE MAIN SUPPLY WIRE BUNDLE MALE ADAPTOR/; i PVC ADAPTOR .�;� •.>�»%1-�.»�>..� ���.� .� ..,� 2" DEEP PEA -� GRAVEL 3/8" MINUS PLAN SYMBOL DRIP VALVE ASSEMBLY UNIT NOTE: SOIL DENSITY AROUND VALVE ASSEMBLY TO SAME DENSITY AS UNDISTURBED SOIL. P.V.C. LATERAL 1 TRENCHING BACKFILL IN TRENCH TO BE VOID OF ANY MATERIAL THAT MAY DAMAGE OR IMPAIR PIPES OR WIRING MIN. 4" HOR. CLEARANCE BETWEEN PIPES 4" CLR. OUT TO OUT V BUNDLE AND TAPE ALL WIRING AT 10' O.C. P.V.C. MAINLINE NOTE: SNAKE PIPE AND WIRING IN TRENCHES TO ALLOW FOR CONTRACTION NO SCALE VALVE BOX SET LID FLUSH WITH F.G. CONTROL VALVE USE 1" PVC PIPE AND SIZE DOWN AT TEE PRESSURE REGULATOR WYE FILTER —19 NO SCALE FLUSH VALVE Urban Graphite Landscape Architecture Site Planning 7151 East 6th Avenue Scottsdale, Arizona 85251 Office: (480) 775-3714 Fax: (480) 990-0754 Email: mail ©urbangraphite. com 1-1 6" ROUND PLASTIC VALVE PIT MULCH OR D.G. FINISH GRADE PVC END CAP FLUSH ASSEMBLY 1/2" CLASS 200 PVC OR POLY LATERAL 6" DEEP PEA GRAVEL BASIN PLAN SYMBOL: 4 NO SCALE Graphic Design IRRIGATION NOTES IRRIGATION LEGEND -THE IRRIGATION PLAN IS DIAGRAMMATIC AND IT EMITTER SCHEDULE SHALL BE THE IRRIGATION CONTRACTOR'S RESPONSIBILITY TO ADJUST THE LOCATION OF OR PLANT PLANT GPH PER # OF TOTAL GPM WATERING RATE OF ANY HEAD OR DRIP EMMITER TO TYPE SIZE OUTLET OUTLET PER PLANT PROVIDE FULL AND ADEQUATE COVERAGE OR TO TREES 15 GAL. 2 GPH 3 6 GPH ADD ADDITIONAL HEADS AS NECESSARY TO ENSURE 100% COVERAGE TO TURF AND OPTIMUM GROWING TREES 24" BOX 2 GPH 4 8 GPH CONDITIONS FOR ALL PLANT MATERIAL. TREES 36" BOX 2 GPH 5 10 GPH CONTRACTOR TO ASSUME LIABIILITY FOR TREES 48" BOX 2 GPH 6 12 GPH INSUFFICIENT IRRIGATION. SHRUBS 5 GAL. 1 GPH 2 2 GPH -THE IRRIGATION SYSTEM HAS BEEN DESIGNED FOR PLANTS 65 PSI. THE IRRIGATION CONTRACTOR SHALL SHRUBS 1 GAL. 1 GPH 1 1 GPH VERIFY THE WATER PRESSURE IN THE FIELD AND AND G.C. NOTIFY THE LANDSCAPE ARCHITECT IMMEDIATELY SHOULD A DISCREPANCY EXIST. PIPE LEGEND -THE IRRIGATION CONTRACTOR SHALL SIZE THE PIPE ACCORDING TO THE PIPE SCHEDULE. GALLONS 1/2" p-5 G.P.M. CLASS 200 PVC PER MINUTE ARE CALCULATED BY THE COMBINED 3/4" 6-10 G.P.M. SCHED. 40 PVC EMISSION HEAD OUTPUT DOWNLINE FROM PIPE 1" 11-15 G.P.M. SCHED. 40 PVC ---- BEING SIZED. 1-1/4" 16-25 G.P.M. -IRRIGATION SLEEVES ARE TO BE SCHEDULE 40 PVC D-DRIP/T-TURF/PD-PALMS DRIP X t WITH A MINIMUM DIAMETER TWICE THE SIZE OF THE VALVE SIZE # IRRIGATION MAIN LINE. IRRIGATION SLEEVES ARE PING TO EXTEND 12" BEYOND EDGE OF PAVEMENT, WALL EQUIPMENT DRIP E Q T POLE OR CURB AND A MINIMUM OF 36" BEYOND EDGE OF SIDEWALKS. PROVIDE SEPERATE SLEEVE FOR WIRE AT EACH SLEEVE LOCATION. RAINBIRD .75 3-STATION ELECTRIC VALVE -CONTROLLERS ARE TO BE PROGRAMMED TO ALLOW PRESSURE REGULATOR 420-3/4 (150 MESH) SUFFICIENT FLOW RATES ARE MAINTAINED HYDRO RAIN WYE STRAINER THROUGHOUT THE SYSTEM. VALVE BOX BY CARSON-OR APPROVE EQUAL -ALL VALVE BOXES (IRRIGATION, GATE VALVES, RAINBIRD 16A-FDV 1/2" FUSH VALVE -� FLUSH CAP, WATER FEATURES, CONTROL WIRE ETC.) OR APPROVED EQUAL ARE TO BE PLACED IN DECOMPOSED GRANITE/PLANTING AREAS. UNDER NO PVC DRIP SYSTEM - SEE DETAIL THIS SHEET CIRCUMSTANCES ARE THE VALVE BOXES TO PLACED EMITTER LINE W/ BUG CAPS SIDEWALK IN A LAWN OR HARDSCAPE AREA. BOX/LID COLOR EMITTERS PER TREE -EQUALLY SPACED TO MATCH ADJAVENT GRANITE/SURFACE MATERIAL. -THE GENERAL CONTRACTOR IS RESPONDSIBLE TO CAP OR TIE INTO EXISTING WATERLINE PROVIDE POWER TO THE IRRIGATION CONTROLLER -SUBMIT SHOP DRAWINGS OF PROPOSED SYSTEM, ROPERTY LAYOUT AND ANY PRE -AGREED UPON EQUIPMENT EQUIPMENT INE AND/OR LAYOUT MODIFICATION FOR LA APPROVAL PRIOR TO INSTALLATION. (1) 1" WATER METER - INSTALL PER CIVIL -LOCATE PARTS AND EQUIPMENT (ELEC. VALVES, PLAN AND ALL LOCAL CODES GATE VALVES, FLUSH VALVES, QUICK COUPLER (1) FEBCO 825Y-BV 1" REDUCED Q VALVES AND CONTROLLERS) FOR LA APPROVAL PRESSURE BACKFLOW PREVENTER PRIOR TO INSTALLATION. -SCREEN SERVICE EQIPMENT WITH LANDSCAPE (1) IRRITROL DIAL 16B 16 STATION A MATERIAL FROM VIEW OF STREETS, WALKWAYS AND OR APPROVED EQUAL ADJACENT PROPERTIES. -24 VOLT WIRING TO BE #14 UFUL DIRECT WATEROUS SERIES 500 1" BRASS GATE ►� BURIAL -SOLID COPPER VALVE OR APPROVED EQUAL -WIRE SLEEVE TO BE 2" CLASS 200 PVC (MIN.) CARSON-OR APPROVE EQUAL VALVE BOXES -EXTEND (2) ADDITIONAL CONTROL WIRES TO FURTHEST VALVE BOX, WIRE TO CONTROLLER, COIL NOTE: WIRE AND LABEL STATION NUMBERS. 1. ALL EMISSION POINTS TO BE LOCATED ON SUBMIT AS -BUILT RECORD DRAWINGS THE UPHILL SIDE OF PLANT MATERIAL ONE ILLUSTRATING COMPLETE IRRIGATIONS SYSTEM TO EMISSION POINTS TO BE LOCATED AT THE LA/OWNER REP. AT TIME OF COMPLETION OF PLANT BALL, WITH THE ADDITIONAL POINTS CONSTRUCTION AND PRIOR TO FINAL PAYMENT. WITHIN PLANT PIT PERIMETER. �., -CIVIL PLANS SHALL GOVERN IN THE INSTALLATION 2. SCREEN ENCLOSURE TO BE GUARDSHACK AS OF WATER, SEWER, STORM DRAINAGE AND FIRE MANUFACTURED BY BACLFLOW PREVENTION I PROTECTION LINES. SEE CIVIL PLANS FOR DEVICE ENCLOSURES INC. 602-788-5411 OR t LOCATION AND SIZES. APPROVED EQUAL. FINSIH: POWDER COAT f COLOR: DESERT TAN. PROVIDE 4" THICK CONC. SLAB FOR ENCLOSURE FOUNDATION. x>LEI—2o IRRIGATION PLAN THIS SITE VICINITY MAP "TS 4-28-05 NOTE: REFER TO SPECIFICATIONS FOR MORE INFORMATION. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION PER LOCAL CODE TEST COCKS W/BRASS PLUGS OR ADAPTORS W/ CAPS INSTALLED (4 REQUIRED) COPPER TYPE "L" PIPE —� SPOOL 3/4" THRU 2-1/2" COPPER 90 ELBOW 3/4" THRU 2-1/2" COPPER TYPE "L" PIPE i SPOOL 3/4" THRU 2-1/2" INLET TO BE AS CLOSE TO �. SERVICE CONNECTION AS POSSIBLE. INLET COPPER ON INLET SIDE. FLOW —..- CITY APPROVED REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY W/BALL VALVES COPPER TYPE "L" PIPE SPOOL COPPER 90 ELBOW 3/4" THRU 2-1/2" COPPER TYPE "L" PIPE SPOOL 12" MI FLOW BRASS OR COPPER UNION 4 MAX. — .. �.- COPPER TYPE "L" PIPE SPOOL 48" MIN. COPPER 18" OUTLET TO PVC MAINLINE FLOW PLAN SYMBOL:--�-- BACKFLOW PREVENTION ASSEMBLY 3/4" THRU 2-1/2" 1.,2 0 F 4 GENERAL NOTES: -CONTACT THE CITY WATER & WASTEWATER OPERATIONS BACKFLOW PREVENTION FOR LATEST LIST OF APPROVED BACKFLOW PREVENTION ASSEMBLIES OR CERTIFIED TESTERS. -BACKFLOW PREVENTERS MUST BE TESTED BY A CERTIFIED TESTER BEFORE FINAL APPROVAL IS ISSUED. -COPPER FITTINGS SHALL BE CONNECTED WITH LEAD FREE SOLDER JOINTS. -ALL NIPPLES TO BE BRASS OR COPPER. -PIPING UNDER CITY RIGHT-OF-WAY MUST BE COPPER TYPE "K" -CALL BACKFLOW PREVENTION, FOR UNDERGROUND INSPECTION PRIOR TO BACKFILLING TRENCHES. -INSTALL BACKFLOW UNIT WITHIN AN APPROVED SECURITY CAGE. NO SCALE CONTOUR INTERVAL ONE FOOT (1) LOT 11 — Mercado Del Rio OV12-04-31 OV8-04-09 PORTION SOUTHEAST 1 /4 OF SECTION 12, TOWNSHIP 12 SOUTH, RANGE 13 EAST GILA & SALT RIVER MERIDIAN, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA 0 10 20 40 I • SECTION 02810 IRRIGATION SYSTEM 1.0 GENERAL CONDITIONS 1.1 CONTRACTOR SHALL VISIT AND INSPECT SITE AND BE THOROUGHLY INFORMED OF ALL EXISTING CONDITIONS PRIOR TO THE BID. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THOSE SHOWN ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR CLARIFICATION. 1.2 "PROJECT COMPLETION" SHALL BE DEFINED AS THE DATE CONSTRUCTION IS COMPLETE AND THE MAINTENANCE PERIOD BEGINS. 1.3 THE IRRIGATION CONTRACTOR, WITH THEIR BID SUBMITTAL SHALL PROVIDE WRITTEN VERIFICATION OF THREE (3) YEARS DEMONSTRATIVE ABILITY TO PERFORM THE WORK SPECIFIED HEREIN. PAST WORK SHALL BE OF SIMILAR TYPE, SCALE AND QUALITY. 2.0 WORK SPECIFIED HEREIN 2.1 THE WORK SPECIFIED WITHIN THIS SECTION SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE ALL THE IRRIGATION AS DETAILED AND SPECIFIED, INCLUDING THE FOLLOWING WORK REASONABLY INCIDENTAL THERETO. 2.2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING WORK UNLESS OTHERWISE SPECIFIED ON THE PLANS. 2.2.1 COORDINATION OF ALL THE IRRIGATION WORK TO INSURE SUCCESSFUL INTEGRATION WITH THE LANDSCAPING. 2.2.2 ACCEPTING THE FINISHED GRADE PROVIDED, +/- 0.1 OF A FOOT AS SHOWN ON THE GRADING PLAN. 3.0 SAMPLES & TESTS 3.1 THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO TAKE AND ANALYZE SAMPLES OF MATERIALS FOR CONFORMITY TO SPECIFICATIONS AT ANY TIME. CONTRACTOR SHALL FURNISH SAMPLES UPON REQUEST BY LANDSCAPE ARCHITECT. REJECTED MATERIALS SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND REPLACED AT THE CONTRACTOR'S EXPENSE. COST OF TESTING OF MATERIALS NOT MEETING SPECIFICATION SHALL BE PAID BY CONTRACTOR, 3.2 UNLESS OTHERWISE SPECIFIED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PASSING ALL CITY REQUIRED INSPECTIONS, TESTING AND PERFORMANCE VERIFICATION OF THE IRRIGATION SYSTEM REPRESENTED ON THESE PLANS. 3.3 REQUIREMENTS OF REGULATORY AGENCIES: 3.3.1. ALL WORK AND MATERIALS SHALL BE IN FULL ACCORDANCE WITH LATEST RULES AND REGULATIONS OF SAFETY ORDERS OF DIVISION OF INDUSTRIAL SAFETY, THE UNIFORM PLUMBING CODE, AND OTHER APPLICABLE LAWS OR REGULATIONS. 3.3.2. SHOULD THE CONTRACT DOCUMENTS BE A VARIANCE WITH REGULATORY REQUIREMENTS, NOTIFY LANDSCAPE ARCHITECT AND RECEIVE INSTRUCTIONS BEFORE PROCEEDING WITH WORK AFFECTED. 3.4 TESTING: 3.4.1. PRELIMINARY REVIEW OF COMPLETED INSTALLATION WILL BE MADE BY LANDSCAPE ARCHITECT PRIOR TO BACKFILLING OF TRENCHES AND DURING HYDROSTATIC TESTING. 3.4.2. FINAL REVIEW WILL BE MADE IN CONJUNCTION WITH THE FINAL REVIEW OF SHRUB AND TREE PLANTING. 4.0 COORDINATION AND RESPONSIBILITY 4.1 COORDINATE AND COOPERATE WITH OTHER TRADES WORKING ON THE SITE FOR SUCCESSFUL COMPLETION OF THE PROJECT. 4.2 BEFORE COMMENCING WORK ON THE SITE, BECOME THOROUGHLY ACQUAINTED WITH LAYOUT OF ALL UNDERGROUND UTILITIES AND STRUCTURES OVER THE ENTIRE SITE. ALL REQUISITE REPAIRS TO CORRECT DAMAGE CAUSED BY WORK OF THIS SECTION SHALL BE AT THE CONTRACTOR'S EXPENSE, CONTRACTOR MUST ADDRESS DEMOLITION NOTES IN LANDSCAPE SPECIFICATIONS. 4.3 ALL EXISTING PLANT MATERIAL AND ASSOCIATED ELEMENTS NOT INDICATED FOR REMOVAL SHALL BE PROTECTED AND MAINTAINED AS NECESSARY TO ENSURE SURVIVAL. SHOULD A TEMPORARY IRRIGATION SYSTEM BE REQUIRED TO ENSURE SURVIVAL, THE CONTRACTOR SHALL PROVIDE SUCH SYSTEM AS PART OF THIS CONTRACT. COORDINATE WORK WITH GENERAL CONTRACTOR. 4.4 A PRECONSTRUCTION CONFERENCE TO DISCUSS THE IRRIGATION PROJECT WORK SHALL BE HELD AT A TIME AGREED UPON. THE CONTRACTOR, TOGETHER WITH REPRESENTATIVES OF HIS LANDSCAPE SUBCONTRACTOR, SHALL ATTEND, AS WILL THE OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT. THE PURPOSE OF THIS CONFERENCE IS TO DISCUSS THE PROJECT IN DETAIL, INCLUDING SCHEDULING OF WORK, SITE PREPARATION, INTERPRETATION OF DOCUMENTS AND TO ANSWER QUESTIONS THAT MAY ARISE. UNLESS FOLLOWED UP IN WRITING, VERBAL AUTHORIZATIONS OR ACKNOWLEDGMENT BY ANYONE PRESENT SHALL NOT BE BINDING. 5.0 STANDARDS 5.1 EXISTING CONDITIONS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE OR BREAKAGE TO EXISTING EQUIPMENT, AND RETURNING IT TO ITS EXISTING CONDITION (INCLUDING PIPE, FIXED STRUCTURES, OR LANDSCAPING), BEING SURE TO FLUSH AND CLEAN OUT ALL VALVES AND SPRINKLERS AS IS NECESSARY. THE CONTRACTOR SHALL REFER TO THE DRAWINGS PROVIDED, AND CONSULT THE PROJECT SUPERINTENDENT TO AVOID DAMAGE TO EXISTING FEATURES AND UTILITIES. REFER TO DEMOLITION NOTES ON LANDSCAPE SPECIFICATIONS SHEET. 5.2 MATERIALS: ALL MATERIALS TO BE INCORPORATED IN THIS SYSTEM SHALL BE NEW AND WITHOUT FLAWS OR DEFECTS AND OF QUALITY AND PERFORMANCE AS SPECIFIED WITHIN THE CONSTRUCTION DOCUMENTS. WHENEVER MATERIAL IS SPECIFIED BY NAME OR NUMBER, SUCH SPECIFICATIONS SHALL BE DEEMED TO FACILITATE A DESCRIPTION OF THE MATERIAL; NO SUBSTITUTIONS OF MATERIAL SHALL BE PERMITTED UNLESS SPECIFICALLY APPROVED BY THE CITY IN WRITING. NO SUBSTITUTIONS OF SMALLER PIPE SIZES MAY BE APPROVED. ALL PIPE DAMAGED OR REJECTED BECAUSE OF DEFECTS SHALL BE REMOVED FROM THE SITE. 5.3 RECORD DRAWINGS: THE OWNER SHALL FURNISH THE CONTRACTOR WITH ONE (1) SET OF BOND PLOTS, SHOWING ALL WORK REQUIRED UNDER THIS CONTRACT, FOR THE PURPOSE OF HAVING THE CONTRACTOR RECORD ON THESE PRINTS ALL CHANGES THAT MAY BE MADE DURING THE ACTUAL INSTALLATION OF THE SYSTEM. IMMEDIATELY UPON INSTALLATION OF ANY PIPING, VALVES, WIRING, ETC., IN LOCATIONS OTHER THAN SHOWN ON THE ORIGINAL DRAWINGS, OR OF SIZES OTHER THAN INDICATED, THE CONTRACTOR SHALL CLEARLY INDICATE SUCH CHANGES ON THE SET OF DRAWINGS WITH DIMENSIONS OF MAIN LINE FITTINGS, GATE VALVES, AND MAIN LINE ROUTING EVERY 100'. (AFTER FINAL ACCEPTANCE OF THE COMPLETED INSTALLATION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING COMPLETE DRAWINGS PREPARED SHOWING ALL SUCH CHANGES AND THESE "AS BUILT DRAWINGS" SHALL BE TURNED OVER TO THE OWNER'S REPRESENTATIVE FOR RECORDING PURPOSES, WITH THE REST OF THE MYLARS AT THE END OF THE JOB). 5.4 MATERIAL STORAGE AND CLEAN UP: THE CONTRACTOR SHALL KEEP THE PREMISES FREE FROM RUBBISH AND DEBRIS AT ALL TIMES AND SHALL ARRANGE HIS MATERIAL STORAGE SO AS NOT TO INTERFERE WITH THE CONSTRUCTION OF THE PROJECT BY OTHER TRADES, ALL UNUSED MATERIAL, RUBBISH AND DEBRIS SHALL BE REMOVED FROM THE SITE PER DEMOLITION NOTES ON LANDSCAPE SPECIFICATIONS. 5.5 EQUIPMENT, TOOLS AND LABOR: THE CONTRACTOR SHALL FURNISH ALL SUCH EQUIPMENT, TOOLS, AND LABOR NECESSARY TO COMPLETE WORK IN AN EFFICIENT AND ACCEPTABLE MANNER. THIS CONTRACT IS BASED ON THE CONTRACTOR FURNISHING AND USING HIS OWN EQUIPMENT, TOOLS AND LABOR WHICH ARE SUITABLE TO CARRY OUT THIS CONTRACT IN A FIRST CLASS MANNER, UNLESS OTHERWISE HEREIN SPECIFIED. 5.6 THE INSTALLATION THE CONTRACTOR SHALL UNDERSTAND THAT THESE DRAWINGS ARE DIAGRAMMATIC AND THE CONTRACTOR SHALL BE RESPONSIBLE TO ACHIEVE 100% COVERAGE WITHOUT EXCESSIVE OVERSPRAY OR PUDDLING. IN ALL SITUATIONS THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING A SAFE AND EFFICIENT IRRIGATION SYSTEM WETHER CALLED OUT ON THE DRAWINGS OR NOT, ALL CACTI SHALL BE VALVED SEPARATELY, COORDINATE WITH THE LANDSCAPE CONTRACTOR. 5.7 SUBMITTALS 5.7.1. FURNISH REQUIRED COPIES OF MANUFACTURER'S LITERATURE, CERTIFICATIONS, AND OPERATING INSTRUCTIONS FOR THE COMPLETE LIST OF MATERIALS, FOR THE FOLLOWING ITEMS: A. IRRIGATION CONTROLLER. B. BACKFLOW PREVENTOR, IF APPLICABLE. C. GATE VALVES, D. PIPE AND FITTINGS. E. REMOTE -CONTROL VALVES. F. VALVE BOXES. G. QUICK -COUPLING VALVES AND MANUAL VALVES. H. DRIP EMITTERS, AND BUBBLERS. I. LOW VOLTAGE WIRES AND CONNECTORS. J. PRESSURE REGULATOR DEVICE. K. FILTER DEVICE. L. AIR RELIEF VALVE. 5.8 WARRANTY 5.8.1. IN ADDITION TO MANUFACTURER'S WARRANTIES, WORK SHALL BE WARRANTED AND GUARANTEED FOR 1 YEAR FROM THE DATE OF COMPLETION AGAINST DEFECTS IN MATERIAL, EQUIPMENT, AND WORKMANSHIP. WARRANTY/GUARANTY SHALL ALSO COVER REPAIR OF DAMAGE TO ANY PART OF PREMISES RESULTING FROM LEAKS OR OTHER DEFECTS IN MATERIALS, EQUIPMENT, AND WORKMANSHIP, TO THE SATISFACTION OF THE OWNER. 5.8.2. CONTRACTOR SHALL NOT BE HELD RESPONSIBLE FOR FAILURES DUE TO NEGLECT BY OWNER, VANDALISM, ETC., DURING WARRANTY/GUARANTY PERIOD. REPORT SUCH CONDITIONS TO THE OWNER IN WRITING. 5.8.3. CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED OR ENCLOSED UNTIL IT HAS BEEN INSPECTED, TESTED AND ACCEPTED BY THE AUTHORIZED PERSONNEL. SHOULD ANY OF HIS WORK BE ENCLOSED OR COVERED BEFORE SUCH INSPECTION AND TEST, HE SHALL UNCOVER THE WORK AT HIS OWN EXPENSE AND AFTER IT HAS BEEN INSPECTED, TESTED AND ACCEPTED, SHALL MAKE ALL REPAIRS WITH LIKE MATERIALS NECESSARY TO RESTORE ALL HIS WORK AND THAT OF OTHER CONTRACTORS TO ITS ORIGINAL CONDITION, AT NO ADDITIONAL COST TO THE OWNER. 6.0 EXCAVATION WORK 6.1 EXCAVATION AND BACKFILL: PIPE TRENCHES SHALL BE EXCAVATED OF SUFFICIENT DEPTH AND WIDTH TO PERMIT PROPER HANDLING AND INSTALLATION OF THE PIPE AND FITTINGS. THE BACKFILL SHALL BE THOROUGHLY COMPACTED AND EVENED OFF WITH THE ADJACENT SOIL LEVEL IN A MANNER WHICH MINIMIZES TRENCH SETTLING. SELECTED FILL DIRT OR SAND SHALL BE USED IF SOIL CONDITIONS ARE ROCKY. IN ROCKY AREAS, THE TRENCHING DEPTH SHALL BE (2) INCHES BELOW NORMAL TRENCH DEPTH TO ALLOW FOR BEDDING. THE FILL DIRT OR SAND SHALL BE USED IN FILLING FOUR (4) INCHES ABOVE THE PIPE. THE REMAINDER OF THE BACKFILL SHALL CONTAIN NO LUMPS OR ROCKS LARGER THAN (3) INCHES. THE TOP SIX (6) INCHES OF BACKFILL SHALL BE FREE OF ROCKS OVER (1) INCH, SUBSOIL OR TRASH. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPACTING TRENCHED AREAS UNDER PAVED AREAS PER SECTION 02220 AND 85% UNDER PLANTED AREAS. 6.2 EXISTING UTILITIES AND STRUCTURES THE EXACT LOCATION OF ALL EXISTING UTILITIES AND STRUCTURES AND UNDERGROUND UTILITIES, WHETHER INDICATED ON THE DRAWINGS OR NOT, SHALL BE IDENTIFIED BY THE CONTRACTOR AND THEY SHALL CONDUCT THEIR WORK SO AS TO PROTECT EXISTING STRUCTURES AND UTILITY SERVICES AND SHALL BE RESPONSIBLE FOR THEIR REPLACEMENT IF DAMAGED. REFER TO DEMOLITION NOTES ON LANDSCAPE SPECIFICATIONS. 6.3 MINOR ADJUSTMENTS IN THE SYSTEM SHALL BE PERMITTED TO CLEAR EXISTING FIXED OBSTRUCTIONS; SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE. GENERAL CONTRACTOR SHALL PROVIDE POWER TO ALL POINTS SHOWN ON PLANS. THE GENERAL CONTRACTOR SHALL MAKE APPLICATION WITH THE LOCAL UTILITY FOR DRAWINGS AND PERMITS TO COMPLETE THE ABOVE WORK. 7.0 PIPE AND TUBE 7.1 GENERALLY, UNLESS OTHERWISE SPECIFIED OR SHOWN ON THE DRAWINGS, THE CONSTRUCTION OF IRRIGATION LINES AND INSTALLATION OF CONTROL WIRING AND/OR CONTROL LINES SHALL INCLUDE EXCAVATION AND BACKFILL, THE FURNISHINGS, INSTALLING AND TESTING OF SPRINKLER PIPE, TUBE AND FITTINGS, AND THE REMOVAL AND/OR RESTORATION OF EXISTING IMPROVEMENTS AND ALL OTHER WORK IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS. 7.1.1 UNLESS OTHERWISE INDICATED ON TH_ DRAWINGS, ALL PIPE SHALL BE INSTALLED WITH A MINIMUM COVER OF TWELVE (12) INCHES BELOW FINISHED GRADE. 7.1.2 GENERALLY, PIPING/SLEEVING UNDER CONCRETE OR ASPHALT SHALL BE INSTALLED PRIOR TO ANY SURFACE WORK. JACKING, BORING OR HYDRAULIC DRIVING SHALL BE AN ACCEPTABLE METHOD TO INSTALL PIPE UNDER EXISTING CONCRETE OR ASPHALT. WHERE ANY CUTTING OR BREAKING OF SIDEWALKS, CONCRETE WORK AND/OR ASPHALT IS NECESSARY, IT SHALL BE REMOVED AND REPLACED BY THE CONTRACTOR. PERMISSION TO CUT OR BREAK SIDEWALKS, CONCRETE AND/OR ASPHALT SHALL BE OBTAINED FROM THOSE HAVING PROPER JURISDICTION. SEE DEMOLITION NOTES ON LANDSCAPE SPECIFICATIONS FOR ANY ROAD OR SIDEWALK CONSTRUCTION. 7.1.3 ALL IRRIGATION PIPE LESS THAN 4" DIAMETER INSTALLED UNDER CONCRETE OR PAVEMENT SHALL BE SLEEVED WITHIN A SCHEDULE 40 PVC PIPE TWICE THE DIAMETER OF THE IRRIGATION LINE BEING SLEEVED. SLEEVE SHALL BE OF SUFFICIENT LENGTH TO PERMIT A MINIMUM OF 12" EXTENDING BEYOND EDGE OF CONCRETE OR PAVEMENT. ALL IRRIGATION PIPE 4" OR GREATER IN DIAMETER SHALL BE UNSLEEVED SCHEDULE 40 PVC. 7.2 PLASTIC PIPE LINES: PLASTIC PIPE SHALL BE RIGID, UNPLASTICIZED PVC; SIZE AND PRESSURE RATING OR SCHEDULE AS SHOWN ON THE PLANS, EXTRUDED FROM VIRGIN PARENT MATERIAL OF THE TYPE SPECIFIED ON THE DRAWINGS. THE PIPE SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM VISIBLE CRACKS, HOLES, FOREIGN MATERIALS, BLISTERS, DELETIONS, WRINKLES, AND DENTS. 7.3 PLASTIC PIPE FITTINGS AND CONNECTIONS: ALL PLASTIC PIPE FITTINGS TO BE INSTALLED SHALL BE MOLDED FITTINGS MANUFACTURED OF THE SAME MATERIAL AS THE PIPE AND SHALL BE SUITABLE FOR SOLVENT WELD, SLIP JOINT, RING TIGHT SEAL, OR SCREWED CONNECTIONS. NO FITTINGS MADE OF OTHER MATERIAL SHALL BE USED EXCEPT BRASS SADDLE TEES AND CROSSES AS HEREINAFTER SPECIFIED. SLIP FITTING SOCKET TAPER SHALL BE SO SIZED THAT A DRY UNSOFTENED PIPE END, CONFORMING TO THESE SPECIAL PROVISIONS, CAN BE INSERTED NO MORE THAN HALFWAY INTO THE SOCKET. PLASTIC SADDLE AND FLANGE FITTINGS SHALL NOT BE PERMITTED. ONLY SCHEDULE 80 PIPE SHALL BE THREADED. WHEN CONNECTION IS PLASTIC TO METAL, PLASTIC SOLVENT WELD MALE ADAPTERS SHALL BE USED. THE MALE ADAPTER SHALL BE HAND TIGHTENED, PLUS ONE TURN WITH A STRAP WRENCH. JOINT COMPOUND SHALL BE TEFLON TAPE. 7.4 IDENTIFICATION: ALL PIPE SHALL BE CONTINUOUSLY AND PERMANENTLY MARKED WITH THE FOLLOWING INFORMATION: MANUFACTURER'S NAME OR TRADEMARK, SIZE, SCHEDULE AND TYPE OF PIPE, WORKING PRESSURE AT 73 DEGREES F. AND NATIONAL SANITATION FOUNDATION (N.S.F.) APPROVAL. ALL PIPE CARRYING TREATED EFFLUENT (NON -POTABLE WATER) SHALL BE LABELED IN SUCH A MANNER TO IDENTIFY IT AS DIFFERENT FROM POTABLE WATER BY COLOR AND WRITTEN IDENTIFICATION ORIGINATING AT THE MANUFACTURER. Urban Graphite Landscape Architecture Site Planning Graphic Design 7151 East 6th Avenue Scottsdale, Arizona 85251 Office: (480) 775-3714 Fax: (480) 990-0754 Email: mailOurbangraphite.com ■ 7.5 DELIVERY PLASTIC PIPE SHALL BE DELIVERED TO THE SITE IN UNBROKEN BUNDLES, ROLLS, OR PACKAGES IN SUCH A MANNER AS TO PROVIDE ADEQUATE PROTECTION FOR THE PIPE ENDS, EITHER THREADED OR PLAIN. PLASTIC PIPE SHALL BE COVERED TO PROVIDE PROTECTION FROM THE SUN'S RAYS. 7.6 INSTALLATION OF PLASTIC PIPE PLASTIC PIPE SHALL BE INSTALLED IN A MANNER SO AS TO PROVIDE FOR EXPANSION AND CONTRACTION AS RECOMMENDED BY THE MANUFACTURER. PLASTIC PIPE SHALL BE CUT SQUARE IN A LOCALLY ACCEPTABLE MANNER. BURRS AT CUT ENDS SHALL BE REMOVED PRIOR TO INSTALLATION SO THAT A SMOOTH UNOBSTRUCTED FLOW IS OBTAINED. ALL PLASTIC TO PLASTIC JOINTS SHALL BE SOLVENT WELD JOINTS OR SLIP SEAL JOINTS. ONLY THE SOLVENT RECOMMENDED BY THE PIPE MANUFACTURER SHALL BE USED. ALL PLASTIC PIPE AND FITTINGS SHALL BE INSTALLED AS OUTLINED AND INSTRUCTED BY THE PIPE MANUFACTURER AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE PIPE MANUFACTURER FOR ANY FIELD ASSISTANCE THAT IS NECESSARY, THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR THE CORRECT INSTALLATION. ALL PLASTIC -TO -METAL JOINTS SHALL BE MADE WITH SOLVENT WELD PLASTIC MALE ADAPTER OR SLIP SEAL JOINTS. ONLY THE SOLVENT RECOMMENDED BY THE PIPE MANUFACTURER SHALL BE USED. ALL PLASTIC PIPE AND FITTINGS SHALL BE INSTALLED AS OUTLINED AND INSTRUCTED BY THE PIPE MANUFACTURER AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAKE ARRANGEMENTS WITH THE PIPE MANUFACTURER FOR ANY FIELD ASSISTANCE THAT IS NECESSARY FOR THE CORRECT INSTALLATION. 7.6.1 THE SOLVENT WELD JOINTS SHALL BE MADE IN THE FOLLOWING MANNER: 1. THOROUGHLY CLEAN THE MATING PIPE AND FITTINGS WITH A CLEAN, DRY CLOTH. 2. APPLY A UNIFORM COAT OF PRIMER TO THE OUTSIDE OF THE PIPE WITH A NON SYNTHETIC BRISTLE BRUSH. 3. APPLY PRIMER TO THE FITTING IN A SIMILAR MANNER. 4. APPLY A UNIFORM COAT OF SOLVENT TO THE OUTSIDE OF THE PIPE WITH A NON -SYNTHETIC BRISTLE BRUSH. 5. APPLY SOLVENT TO THE FITTING IN A SIMILAR MANNER. 6. RE -APPLY A LIGHT COAT OF SOLVENT TO THE PIPE AND QUICKLY INSERT IT INTO THE FITTING. 7. GIVE THE PIPE OR FITTING A QUARTER TURN TO INSURE EVEN DISTRIBUTION OF THE SOLVENT AND MAKE SURE THE PIPE IS INSERTED TO THE FULL DEPTH OF THE FITTING SOCKET. 8. HOLD IN POSITION FOR FIFTEEN (15) SECONDS. 9. WIPE OFF EXCESS SOLVENT THAT APPEARS AT THE OUTER SHOULDER OF THE FITTING. 7.6.2 CARE SHALL BE TAKEN SO AS NOT TO USE AN EXCESS AMOUNT OF SOLVENT, THEREBY CAUSING A BURR OR OBSTRUCTION TO FORM ON THE INSIDE OF THE PIPE. 7.6.3 THE JOINTS SHALL BE ALLOWED TO SET AT LEAST 24 HOURS BEFORE PRESSURE IS APPLIED TO THE SYSTEM ON PVC PIPE. 7.7 FLUSHING AND TESTING AFTER ALL NEW DRIP PIPING IS IN PLACE AND CONNECTED, FOR A GIVEN SECTION, AND ALL NECESSARY DIVISION WORK HAS BEEN COMPLETED AND PRIOR TO INSTALLATION OF SPRINKLER HEADS, ALL CONTROL VALVES SHALL BE OPENED AND A FULL HEAD OF WATER USED TO FLUSH OUT THE SYSTEM. THE SYSTEM SHALL BE RUN UNDER FULL LOAD OF IRRIGATION DEMAND AS THE FINAL TEST. 7.8 STEEL PIPE AND FITTINGS AT BACK FLOW PREVENTER (AS NEEDED) 7.8.1 STEEL PIPE SHALL BE NEW, SCALE -FREE, MILD STEEL PIPE AND SHALL BE STANDARD WEIGHT SCHEDULE 40. 7.8.2 STEEL PIPE FITTINGS SHALL BE HEAVY PATTERN, BANDED, GALVANIZED MALLEABLE IRON, EPDXY COATED, THREADED PIPE FITTINGS. ALL NIPPLES SHALL BE OF THE SAME MATERIAL AS THE PIPE. BUSHINGS, CLOSE NIPPLES AND CROSSES SHALL NOT BE INSTALLED. STREET ELBOWS SHALL BE INSTALLED ONLY AS PART OF THE DRAIN VALVE ASSEMBLY. 7.8.3 PIPE SHALL BE CAREFULLY CLEANED BEFORE INSTALLATION. THE ENDS OF ALL THREADED PIPE SHALL BE REAMED OR FULL SIZE. JOINTS IN ALL SCREWED PIPING SHALL BE MADE BY APPLYING AN APPROVED OIL BASE THREAD LUBRICANT ON THE MALE THREAD ONLY. 7.9 MAIN LINE FITTINGS FITTINGS, BENDS, TEES AND CROSSES IN THE MAIN LINES SHALL BE IN ACCORDANCE WITH AWWA CAST IRON OR DUCTILE IRON TYPE. ALL MAIN LINE FITTINGS SHALL BE CAST IRON TYPE FOR PVC PIPE AS PER PLAN AND DETAILS INCLUDING TAPS TO ELECTRIC VALVES. CONTRACTOR SHALL FURNISH FITTINGS, ALL ADAPTERS, REDUCERS AND APPURTENANCE OF THE SIZE AND TYPE NECESSARY FOR THE COMPLETION OF THE PIPELINE. WHERE TAPS MUST BE MADE IN EXISTING MAIN LINE PIPE, USE ROMAC # 202-N DOUBLE STRAP SADDLE FITTINGS. 7.10 RISERS ALL QUICK -COUPLING VALVES SHALL HAVE AN ADJUSTABLE RISER ASSEMBLY (DOUBLE SWING JOINT RISER) ASSEMBLED BY THE USE OF AT LEAST THREE (3) PVC SCH. 80 ELLS OR TEES AS RECOMMENDED BY THE QUICK COUPLER MANUFACTURER AND/OR AS SHOWN ON THE DRAWINGS. THESE DOUBLE SWING JOINT RISERS SHALL BE OF SCH. 80 PVC PLASTIC PIPE AND FITTINGS UNLESS OTHERWISE INDICATED, AS SHOWN ON DETAIL DRAWINGS OF PLANS. THE HORIZONTAL NIPPLE CONNECTED DIRECTLY INTO THE SIDE OUTLET OF THE MAIN LINE SHALL BE A MINIMUM OF SIX (6) INCHES LONG. ALL OTHER NIPPLES OF THE SWING JOINT RISER SHALL BE OF LENGTH AS REQUIRED FOR PROPER INSTALLATION OF THE QUICK COUPLER, DRAIN VALVE AND/OR AUTOMATIC CONTROL VALVE. THE SWING JOINT RISER SHALL BE OF PROPER PIPE SIZE AS SHOWN ON THE DRAWINGS. 8.0 DRIP IRRIGATION 8.1 ELECTRIC CONTROL VALVES: CONTROL VALVES SHALL BE THE TYPE INDICATED ON THE DRAWINGS AND BE CAPABLE OF OPERATING AT 10 G.P.M.'S. NOTE: DRIP FOR PALM TYPE TREE OR FREE STANDING PLANTERS SHALL BE SET UP ON INDIVIDUAL VALVES, 8.2 Y-FILTERS: FILTERS SHALL BE "Y" BODY TYPE AND SHALL BE CONSTRUCTED FROM GLASS REINFORCED POLYPROPYLENE WITH 150 MESH SCREENS OR AS INDICATED ON THE DRAWINGS. 8.3 PRESSURE REGULATORS: PRESSURE REGULATORS SHALL BE FACTORY PRE-SET AT 25 PSI AND SHALL BE THE ADJUSTABLE, TYPE AS INDICATED ON THE DRAWINGS. 8.4 DRIP IRRIGATION PIPING: DRIP IRRIGATION PIPING SHALL BE CLASS 315 OR 20C PVC, NOMINAL SIZE OF 1 /2" OR LARGER. 8.5 EXTENSION TUBING: MICRO -TUBING SHALL MEET EMITTER MANUFACTURER'S RECOMMENDATIONS. BOWSMITH EMITTER WITH TUBING SHALL NOT EXCEED 5' IN LENGTH AND SHALL HAVE AN EMITTER OUTLET CHECK VALVE (BUG CAP) ATTACHED TO THE END. 8.6 FLUSH CAP: END CAPS AND END CAP CONNECTORS (MINIMUM OF TWO PER STATION OR AS PER DETAIL). 8.7 OTHER MATERIALS: PROVIDE OTHER MATERIALS WHICH MAY NOT BE CALLED OUT IN THE SPECIFICATIONS BUT ARE CALLED OUT IN THE DRAWINGS AND INSTALL AS PER MANUFACTURER'S RECOMMENDATIONS. 4-28-05 9.0 VALVES AND KEYS 9.1 GENERAL: UNLESS OTHERWISE SPECIFIED, THE INSTALLATION OF ALL VALVES SHALL INCLUDE THE EXCAVATION AND BACKFILL, THE FURNISHING, INSTALLING AND TESTING OF RISERS, FITTINGS, AND VALVES, AND THE REMOVAL AND/OR RESTORATION OF EXISTING IMPROVEMENTS AND ALL OTHER WORK IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND AS REQUIRED FOR THE COMPLETED INSTALLATION. 9.1.1 ALL DRAIN VALVE ASSEMBLIES SHALL BE INSTALLED WITH A LENGTH OF 2" PVC PLASTIC PIPE OF LENGTH REQUIRED TO EXTEND FROM THE TOP OF THE VALVE TO FINISH GRADE LINE. A RAINBIRD LOCKING TYPE VALVE MARKER OR EQUAL, SHALL BE INSTALLED IN THE TOP OF THE 2" PIPE FOR EASY LOCATION OF THE VALVE AND FOR ACCESS FOR OPERATION OF THE VA VE. 9.1.2 IF SHOWN ON THE PLANS THE 2" DRAIN VALVE SHALL BE PROVIDED WITH PROPER GRAVEL SUMP AT THE OUTLET, OF SUFFICIENT SIZE TO PROVIDE PROPER DRAINAGE OR IF CONDITIONS ARE SUCH, THE OUTLET SHALL BE PIPED TO A DRAINAGE TILE, DRAINAGE DITCH OR POND AS DESIRED TO PROVIDE PROPER DRAINAGE. 9.1.3 WHERE REQUIRED BY LOCAL OR STATE CODE, AN ATMOSPHERIC OR PRESSURE TYPE ANTI -SIPHON OR BACKFLOW PREVENTION TYPE VALVE SHALL BE INSTALLED IN ACCORDANCE WITH ALL LOCAL CODES. BACKFLOW PREVENTION ASSEMBLY SHALL BE TESTED AND APPROVED BY THE PROPER AUTHORITIES PRIOR TO ACCEPTANCE. 9.1.4 ALL QUICK -COUPLING VALVES SHALL BE INSTALLED WITH AN ADJUSTABLE SWING JOINT RISER ASSEMBLY UNIT (DOUBLE SWING JOINT RISER) ASSEMBLED BY THE USE OF AT LEAST THREE (3) 90 DEGREE ELLS OR TEES. THESE DOUBLE SWING JOINT RISERS SHALL BE OF SCHEDULE 80 PVC NIPPLES AND SCHEDULE 80 PVC FITTINGS OR UNLESS OTHERWISE DESIGNATED ON THE DRAWINGS. THE SWING JOINT RISER SHALL BE OF PROPER PIPE SIZE AS SHOWN ON THE DRAWINGS. (FACTORY PRE -ASSEMBLED UNITS MAY BE USED). 9.2 KEYS AND QUICK COUPLING VALVES: THE QUICK -COUPLING VALVES, WHERE INDICATED ON THE DRAWINGS, SHALL BE TWO PIECE BODY QUICK COUPLER TURF VALVES CONSTRUCTED OF HIGHEST GRADE HEAVY DUTY BRONZE CASTING BODIES. 9.2.1 BODY SHALL BE OF TWO PIECE CONSTRUCTION CONSISTING OF A LOWER AND UPPER PIECE BODY. THE UPPER VALVE BODY SHALL BE EASILY REMOVABLE FOR MAINTENANCE, THE VALVE PARTS SHALL BE REPLACEABLE AND EACH VALVE SHALL HAVE THREE (3) STOPS, OR OPEN POSITIONS TO PROVIDE REGULATION OF FLOW. VALVE COVER SHALL BE OF HEAVY, CAST IRON WITH CADMIUM PLATE PROTECTIVE FINISH. 9.2.2 THE QUICK -COUPLING VALVES SHALL BE THREE QUARTER (3/4) INCH QUICK -COUPLING OR AS INDICATED ON THE DRAWINGS, AND SHALL HAVE 3/4-INCH SIZE BOTTOM FEMALE PIPE THREAD CONNECTION. VALVES SHALL BE COMPLETE WITH STANDARD TOP. 9.2.3 THE CONTRACTOR SHALL SUPPLY THE OWNER WITH ONE (1) PREPLACEMNT RAINBIRD #33 K QUICK -COUPLER WITH HOSE SWIVEL ELLS FOR EVERY QUICK COUPLER SHOWN ON PLAN. 9.3 GATE 'VALVES (STANDARD)ALL ZONE SHUT-OFF OR OTHER VALVES, NOT INDICATED AS MANUAL ANGLE CONTROL VALVES, OF SIZES TWO (2) INCH AND SMALLER SHALL BE ALL BRONZE DOUBLE DISC WEDGE TYPE WITH INTEGRAL TAPER SEATS AND WITH NON -RISING STEM. ALL GATE VALVES LARGER THAN 2" SHALL BE IRON BODY, BRASS TRIMMED, DOUBLE DISC WEDGE TYPE WITH INTEGRAL TAPER SEATS AND WITH NON -RISING STEMS. GATE VALVES SHALL FUNCTION AND BE EQUAL TO WATEROUS SERIES 500 OR EQUAL. GATE VALVES 4" OR LARGER SHALL_ HAVE A 2" SQUARE NUT FOR FLOW CONTROL, ALL VALVES SHALL BE PLACED IN A VALVE BOX (TYPICALLY). 9.4 AUTONATIC, REMOTE CONTROL VALVES, ELECTRIC SOLENOID TYPE. ALL AUTOMATIC REMOTE CONTROL VALVES SHALL BE PER PLANS AND SPECIFICATIONS OR EQUAL SERIES. IN ADDITION, PLANS MAY REQUIRE ELECTRIC VALVE FOR WASTEWATER AND GREY WATER APPLICATIONS. THE SOLENOID ELECTRICAL OPERATING RANGE SHALL BE 20 TO 30 VAC, 50-60 HZ MEAN SOLENOID VOLT -AMP RATING SHALL BE 8.5 VA AT 24 VAC, 60 HZ. SOLENOID COIL D.C. RESISTANCE SHALL BE 15 PLUS OR MINUS 3 OHMS. 9.5 AUTOMATIC DRAIN VALVES: AT ALL LOCATIONS INDICATED ON THE DRAWINGS INSTALL AUTOMATIC DRAIN VALVES, IF SHOWN ON PLANS. THE AUTOMATIC DRAIN VALVES SHALL BE OF THE BALL -CHECK TYPE CONSTRUCTED OF HIGHEST GRADE MACHINE BRASS AND WITH STAINLESS STEEL BALL.. VALVE SHALL POSITIVELY SEAL OFF AT 3 PSI PRESSURE IN THE LINE. VALUES SHALL HAVE 1/2-INCH MALE PIPE THREAD CONNECTION. INSTALL A MAXIMUM OF 2 CONTROL VALVES PER VALVE BOX UNLESS OTHERWISE NOTED ON THE DRAWINGS. 10.0 CONTROLS 10.1 CONTROL CABLE: ALL ELECTRICAL CONTROL AND GROUND WIRE SHALL BE COPPER IRRIGATION CONTROL CABLE OF SIZE AS INDICATED BY MANUFACTURER'S SPECS. ALL WIRING USED FOR CONNECTING THE AUTOMATIC REMOTE CONTROL VALVES TO THE AUTOMATIC CONTROLLERS SHALL BE TYPE "UF", 600 VOLT, 7 STRAND OR SOLID COPPER, SINGLE CONDUCTOR WIRE WITH PVC INSULATION AND BEARING UL APPROVAL FOR DIRECT UNDERGROUND BURIAL FEEDER CABLE. ALL PILOT OR "HOT" WIRES SHALL BE OF ONE COLOR AND ALL "COMMON" WIRES ARE TO BE OF ANOTHER. 10.1.1 INSULATION SHALL BE FOUR -SIXTY-FOURTHS (4/64) INCH THICK MINIMUM COVERING OF ICC-100 COMPOUND FOR POSITIVE WATERPROOFING PROTECTION. SIZES FOURTEEN (14), TWELVE (12), TEN (10), AND EIGHT (8) SHALL BE SINGLE CONDUCTOR SOLID COPPER WIRE AND SIZES SIX (6), FOUR (4), AND TWO (2) SHALL BE STRANDED COPPER WIRE. ALL CONTROL OR "HOT" WIRES SHALL BE OF ONE (1) COLOR (BLACK) AND ALL COMMON OR "GROUND" WIRES SHALL BE OF ONE COLOR (WHITE). VERIFICATION OF WIRE TYPES AND INSTALLATION PROCEDURES SHALL BE MADE TO CONFORM TO LOCAL CODES. 10.2 ELECTRICAL WIRE CONNECTIONS WIRE CONNECTIONS TO REMOTE CONTROL ELECTRIC VALVES AND SPLICES OF WIRE IN THE FIELD SHALL BE MADE IN THE FOLLOWING MANNER, USING RAINBIRD PEN-TITE WIRE CONNECTORS AND SEALING CEMENT (OR APPROVED EQUAL). 1. STRIP ENDS OF WIRES AND PUSH WIRES THROUGH THE HOLES OF THE BASE SOCKET. 2. TWIST WIRES TOGETHER AND MECHANICALLY BOND TOGETHER USING CRIMP SLEEVE AND CRIMP PLIERS. 3. PULL WIRE CONNECTION BACK INTO BASE SOCKET AS FAR AS IS POSSIBLE. 4. APPLY SOLVENT CEMENT TO OUTSIDE OF SEALING PLUG AND THEN FILL CAVITY OF SEALING PLUG COMPLETELY WITH SOLVENT CEMENT. 5. PUSH SEALING PLUG INTO BASE SOCKET, USING SLIGHT TWISTING MOTION, UNTIL IT BOTTOMS. 6. PUSH WIRES DOWN INTO BASE PLUG AS FAR AS THEY WILL GO, WITHOUT UNSEATING SEALING PLUG. 10.2.1 THIS ASSURES CEMENT COMPLETELY SEALING AROUND WIRE INSULATION AND WATERPROOFING THE CONNECTION. IT IS IMPORTANT THAT THE JOINT BE ABSOLUTELY WATERPROOF SO THAT THERE IS NO CHANCE FOR LEAKAGE OF WATER AND CORROSION BUILD-UP ON THE JOINT. 10.3 AUTOMATIC CONTROLLERS: THE CONTRACTOR SHALL PROVIDE ADEQUATE PERSONNEL TO ASSIST THE OWNER TO PROGRAM THE CONTROLLER IN THE FIELD AND REVIEW THE OPERATION OF EACH STEP AFTER INSTALLATION. CONTRACTOR SHALL PROVIDE A WRITTEN STATEMENT TO SHOW WHICH GROUP OF VALVES IS TO WHICH CLOCK PROGRAM AND WATERING TIMES FOR EACH PROGRAM. 10.4 DO NOT PREPARE CHARTS UNTIL RECORD DRAWINGS HAVE BEEN APPROVED BY THE LANDSCAPE ARCHITECT/OWNER'S REPRESENTATIVE. 10.4.1 PROVIDE ONE CONTROLLER CHART PER CONTROLLER. 1. CHART MAY BE A REPRODUCTION OF THE RECORD DRAWING, IF THE SCALE PERMITS FITTING THE CONTROLLER DOOR. IF PHOTO REDUCTION PRINTS ARE REQUIRED, KEEP REDUCTION TO MAXIMUM SIZE POSSIBLE TO RETAIN FULL LEGIBILITY. 2. CHART SHALL BE BLACKLINE PRINT OF THE ACTUAL SYSTEM, SHOWING THE AREA COVERED BY THAT CONTROLLER. 10.4.2 IDENTIFY THE AREA OF COVERAGE OF EACH REMOTE CONTROL VALVE, USING A DISTINCTLY DIFFERENT PASTEL COLOR, DRAWN OVER THE ENTIRE AREA OF COVERAGE. 1 D.4.3 FOLLOWING APPROVAL OF CHARTS BY THE LANDSCAPE ARCHITECT/OWNER'S REPRESENTATIVE, THEY SHALL BE HERMETICALLY SEALED BETWEEN TWO LAYERS OF 20 MIL THICK PLASTIC SHEET. 10.4.4 CHARTS MUST BE COMPLETED AND APPROVED PRIOR TO FINAL ACCEPTANCE OF THE IRRIGATION SYSTEM. 10.4.5 COORDINATE WITH CITY FORCES AS TO THE VALVE STATIONING OF THE NEW AREAS TO BE PROGRAMMED INTO THE EXISTING CONTROLLER. 10.5 INSTALLATION OF CONTROL CABLE: ALL ELECTRIC CONTROL CABLE SHALL BE OF SIZES SHOWN ON MANUFACTURER'S SPECS AND SHALL BE INSTALLED IN THE PIPING TRENCHES WHEREVER POSSIBLE. PIPE TRENCH SHALL BE PARTIALLY BACKFILLED TO PROVIDE THREE (3) TO FOUR (4) INCHES OF COVER OVER THE PIPE BEFORE WIRE IS INSTALLED. WIRE SHALL THEN BE PLACED IN THE TRENCH TO ONE SIDE OF THE PIPE. WIRE SHALL BE PLACED IN THE TRENCH AS LOOSELY AS POSSIBLE TO ALLOW FOR EXPANSION AND CONTRACTION OF THE WIRE; EXPANSION COILS (5-6 TURNS OF WIRE WRAPPED AROUND A PIECE OF 1/2" PVC PIPE) AT 200' INTERVALS, ALSO SHALL BE ACCEPTABLE. WHERE IT IS NECESSARY TO RUN WIRE IN A SEPARATE TRENCH, THE WIRE SHALL HAVE A MINIMUM COVER OF TWELVE (12) INCHES. ALL WIRE UNDER CONCRETE OR PAVEMENT SHALL BE PLACED IN A SCHEDULE 40 PVC SLEEVE. THE DIAMETER SHALL BE SUFFICIENT TO ACCOMMODATE THE WIRE BUNDLE. 10.5.1 ALL WIRE CONNECTIONS AT REMOTE CONTROL VALVES, EITHER DIRECT BURIAL OR IN CONTROL BOXES, SHALL HAVE SUFFICIENT WIRE WHICH CAN BE BROUGHT TO THE SURFACE WITHOUT DISCONNECTING THE WIRES. 10.5.2 EACH REMOTE CONTROL VALVE OR GROUP OF REMOTE CONTROL VALVES, WHICH ARE TO BE CONNECTED TO ONE STATION OF A CONTROLLER, SHALL HAVE WIRES AS SHOWN IN THE WIRING DIAGRAMS ON THE DRAWINGS OR AS SPECIFIED. ALL REMOTE CONTROL VALVES, WHICH ARE TO BE CONNECTED TO THE SAME CONTROLLER, SHALL BE CONNECTED TO A COMMON GROUND WIRE OF A SIZE AS SHOWN ON THE DRAWINGS OR AS SPECIFIED, 10.6 VALVE BOXES: ALL REMOTE CONTROL VALVES, MANUAL CONTROL VALVES, ZONE SHUT-OFF VALVES, GATE VALVES OR BUTTERFLY VALVES, UNLESS OTHERWISE INDICATED, SHALL BE INSTALLED IN SUITABLE VALVE ACCESS BOXES OF PROPER SIZE AS REQUIRED FOR EASY ACCESS TO THE VALVE, ACCESS BOXES ON THE DRAWINGS, OR OTHERWISE INDICATED OR SPECIFIED SHALL BE INSTALLED USING VALVE MARKERS, SHALL NOT REQUIRE VALVE ACCESS BOXES. LOCKING AND/OR HINGED COVERS FOR ACCESS BOXES SHALL BE REQUIRED. ALL VALVE BOXES SHALL BE IMPRINTED WITH THE VALVE STATION IN A PERMANENT AND LEGIBLE MANNER FOR EASY REFERENCE. ***END OF SECTION*** AfA Y 2 5� CONTOUR INTERVAL ONE FOOT (1) LOT 11 - Mercado Del Rio iSPEC OV12-04-31 OV8- 04- 09 PORTION SOUTHEAST 1 /4 OF SECTION 12, TONSHIP 12 SOUTH, L3 OIc 4 GILA & SALT RIVER MERIDIAN, TOWN OF ORO VAL EYG PIMAEAST COUNTY, ARIZONA 0 u �I 9 I DEMOLITION NOTES 1) PRIOR TO BID THE CONTRACTOR SHALL VISIT THE SITE TO DETERMINE THE EXTENT OF THE DEMOLITION REQUIRED AND FIELD VERIFY USING A LOCATOR SERVICE ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. 2) THE CONTRACTOR SHALL PROVIDE A COMPLETE INVENTORY OF ALL ITEMS SALVAGED FROM THE SITE TO THE LANDSCAPE ARCHITECT AND OWNER. 3) THE OWNER SHALL HAVE FIRST RIGHT OF REFUSAL ON EVERYTHING SALVAGED FROM THIS SITE. ALL OTHER MATERIALS NOT DESIGNATED TO REMAIN SHALL BECOME THE CONTRACTOR(S) PROPERTY AND SHALL BE REMOVED FROM THE PROPERTY. 4) ALL EQUIPMENT TO BE SAVED SHALL BE STORED IN A LOCATION ON SITE, TO BE DETERMINED BY THE OWNER. 5) THE CONTRACTOR(S) SHALL MINIMIZE INTERFERENCE WITH ADJOINING ROADS, STREETS, WALKS AND OTHER ADJACENT OCCUPIED OR USED FACILITIES DURING THE DEMOLITION OPERATIONS. DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, OR OTHER ADJACENT OCCUPIED OR USED FACILITIES WITHOUT PERMISSION FROM OWNER AND AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF REQUIRED BY AUTHORITIES HAVING JURISDICTION. 6) PREPARATION OF SITE BY THE CONTRACTOR SHALL INCLUDE THE FOLLOWING: PROTECTING AND MAINTAINING BENCHMARKS AND SURVEY CONTROL POINTS FROM DEMOLITION. PROVIDING EROSION CONTROL TO PREVENT SOIL EROSION AND DISCHARGE OF SOIL BEARING WATER RUNOFF OR AIRBORNE DUST TO ADJACENT PROPERTIES, ROADS AND WALKWAYS. LOCATING AND CLEARLY FLAGGING OF TREES AND VEGETATION TO REMAIN OR TO BE RELOCATED. PROTECT EXISTING SITE IMPROVEMENT TO REMAIN FROM DAMAGE DURING DEMOLITION. 7) TREE PROTECTION SHALL BE PROVIDED BY THE CONTRACTOR BY A TEMPORARY FENCE AROUND THE DRIP LINE OF INDIVIDUAL TREES OR AROUND PERIMETER OF DRIP LINE OF GROUPS OF TREES TO REMAIN. THE FENCE SHALL BE REMOVED WHEN CONSTRUCTION IS COMPLETE. DO NOT STORE DEMOLISHED OR CONSTRUCTION MATERIALS WITHIN THE DRIP LINE OF TREES TO REMAIN. DO NOT PERMIT VEHICLES, EQUIPMENT OR FOOT TRAFFIC WITHIN DRIP LINE OF TREES TO REMAIN. DO NOT EXCAVATE WITHIN DRIP LINE OF TREES, UNLESS OTHERWISE INDICATED. WHERE DEMOLITION IS REQUIRED WITHIN DRIP LINE OF TREES, THE CONTRACTOR(S) SHALL HAND CLEAR AND EXCAVATE TO MINIMIZE DAMAGE TO ROOT SYSTEMS. USE NARROW -TINE SPADING FORKS TO COMB SOIL AND EXPOSE ROOTS SO CLEAN CUTS CAN BE MADE AS CLOSE TO THE EXCAVATION AS POSSIBLE. COVER ANY EXPOSED ROOTS WITH BURLAP AND WATER REGULARLY. THE CONTRACTOR(S) SHALL TEMPORARILY SUPPORT THE TREE AND ROOTS AND PROTECT UNTIL THEY ARE PERMANENTLY RELOCATED AND COVERED WITH SOIL. IF MORE THAN A QUARTER OF THE ROOT SYSTEM IS DAMAGED DURING DEMOLITION THE CONTRACTOR(S) SHALL EMPLOY A QUALIFIED ARBORIST TO REMOVE PORTIONS OF THE TREE TO PREVENT STRESS AND DIE BACK ON THE TREE. ANY PLANT MATERIAL FLAGGED TO REMAIN THAT IS DESTROYED DURING DEMOLITION SHALL BE REPLACE IN KIND BY THE CONTRACTOR(S). 8) COORDINATE ALL DEMOLITION EFFORTS WITH LANDSCAPE ARCHITECT/OWNER. EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION TO ANY ADJACENT STRUCTURE AND TO PROVIDE OCCUPANTS AND WORKERS SAFETY. EXCESSIVE NOISE OR VIBRATION SHALL BE PRE -APPROVED AND COORDINATED WITH THE OWNER. 9) THE CONTRACTOR SHALL REMOVE ALL EXISTING ABOVE AND BELOW GROUND HARDSCAPE AS INDICATED AND NECESSARY TO FACILITATE THE NEW CONSTRUCTION. UNLESS EXISTING FULL -DEPTH JOINTS COINCIDE WITH LINE OF DEMOLITION, NEATLY SAW -CUT LENGTH OF EXISTING HARDSCAPE TO REMAIN BEFORE REMOVING. SAW -CUT FACES VERTICALLY. 10) UTILITY DISCONNECTING, CAPPING AND SEALING THAT SERVE EXISTING STRUCTURES AND SITE UTILITIES SHUT OFF SHALL BE ARRANGED AND COORDINATED WITH THE OWNER PRIOR TO THE DEMOLITION OF THE SITE. THE CONTRACTOR(S) SHALL EXCAVATE AND REMOVE UNDERGROUND UTILITIES INDICATED TO BE REMOVED. 11) WHILE PROCEEDING WITH WORK, CARE SHALL BE TAKEN TO AVOID DISCONNECTING SERVICES WHICH MAY HAVE CONNECTION TO OTHER STRUCTURES NEARBY. IF A REQUIRED SERVICE IS DISCONNECTED OR DISTURBED THE CONTRACTOR(S) SHALL REPAIR AND/OR REPLACE THOSE DAMAGED SERVICES IMMEDIATELY AT THE CONTRACTOR(S) EXPENSE. 12) CLEARING, GRUBBING AND REMOVAL OF OBSTRUCTIONS, TREES, SHRUBS, GRASS AND OTHER VEGETATION SHALL INCLUDE THE DIGGING OUT STUMPS, OBSTRUCTIONS AND ROOTS TO A MINIMUM DEPTH OF 18 INCHES BELOW EXPOSED SUBGRADE. FILL ALL DEPRESSIONS CAUSED BY CLEARING AND GRUBBING WITH EXISTING SOIL OR SATISFACTORY IMPORTED SOILS IN 8" LIFTS AND COMPACT EACH LAYER TO A DENSITY EQUAL TO ADJACENT ORIGINAL GROUND. THE CONTRACTOR SHALL REMOVED SOD AND GRASS BEFORE STRIPPING OF TOPSOIL FOR STORAGE AND STRIP SURFACE OF UNSUITABLE TOPSOIL INCLUDING TRASH, DEBRIS, WEEDS, ROOTS AND OTHER WASTE MATERIALS. THE STOCKPILING OF TOPSOIL SHALL BE LIMITED TO 72 INCHES AND BE PLACED AWAY FROM THE EDGE OF EXCAVATION AND DRIP LINE OF TREES AND SHAPED TO DRAIN SURFACE WATER AND COVERED TO PREVENT WINDBLOWN DUST. 13) UPON COMPLETION OF THE DEMOLITION WORK, THE DEMOLISHED AREAS AND THE MARKED PORTIONS OF SIDEWALKS, PLANTERS, CURBS AND DESIGNATED ITEMS REMOVED SHOULD BE FREE ALL PLANT AND MATERIALS INCLUDING STRUCTURE, CONCRETE SLABS, FOOTINGS, FOUNDATIONS AND ASPHALT. ROUGH GRADE ENTIRE DEMOLISHED AREAS TO A SMOOTH WORKABLE SURFACE, REMOVE SURPLUS SOIL MATERIAL, UNSUITABLE TOPSOIL, OBSTRUCTIONS, DEMOLISHED AND WASTE MATERIALS INCLUDING TRASH AND DEBRIS. THE DISPOSAL OF ALL ITEMS SCHEDULED TO BE REMOVED SHALL BE CONDUCTED PROPERLY OFF SITE IN ACCORDANCE WITH ALL APPLICABLE CITY, COUNTY, STATE, AND FEDERAL REGULATIONS COVERING THE DISPOSAL OF MATERIALS, LANDSCAPE SPECIFICATIONS 1.0 GENERAL CONDITIONS AND DEFINITIONS 1.1 CONTRACTOR SHALL VISIT AND INSPECT SITE AND THOROUGHLY INFORM THEMSELVES OF ALL EXISTING CONDITIONS PRIOR TO THE BID. DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THOSE SHOWN ON DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR CLARIFICATION. 1.2 "PROJECT COMPLETION" SHALL BE DEFINED ON THE LETTER OF ACCEPTANCE AS THE DATE CONSTRUCTION IS COMPLETE AND THE MAINTENANCE PERIOD BEGINS. 1.3 "GUARANTEE PERIOD" SHALL BE DEFINED AS ANY TIME ATTACHED TO THESE DOCUMENTS DURING WHICH THE CONTRACTOR IS RESPONSIBLE FOR THE HEALTH AND REPLACEMENT OF PLANT MATERIAL. 1.4 THE LANDSCAPE CONTRACTOR, WITH THEIR BID SUBMITTAL SHALL PROVIDE WRITTEN VERIFICATION OF THREE (3) YEARS DEMONSTRATIVE ABILITY TO PERFORM THE WORK SPECIFIED HEREIN. PAST WORK SHALL BE OF SIMILAR TYPE, SCALE AND QUALITY. 1.5 THE "FLAIR" OF PLANT MATERIAL REFERS TO THE BASE OF THE PLANT WERE THE STEM MEETS THE TOP OF THE ROOTBALL. 2.0 WORK SPECIFIED HEREIN 2.1 THE WORK SPECIFIED WITHIN THIS SECTION SHALL INCLUDE ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY TO COMPLETE ALL THE LANDSCAPING AS DETAILED AND SPECIFIED, INCLUDING THE FOLLOWING WORK REASONABLY INCIDENTAL THERETO, 2.2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING WORK UNLESS OTHERWISE SPECIFIED ON THE PLANS. 2.2.1 COORDINATION OF ALL THE IRRIGATION WORK TO INSURE SUCCESSFUL INTEGRATION WITH THE LANDSCAPING. 2.2.2 ACCEPTING THE FINISHED GRADE PROVIDED, +/- 0.1 OF A FOOT AS SHOWN ON THE GRADING PLAN. 2.2.3 SOIL CONDITION AND FINE RAKE PRIOR TO PLANTING GROUNDCOVER, AND DECOMPOSED GRANITE INSTALLATION. 3.0 SAMPLES & TESTS 3.1 THE ARCHITECT RESERVES THE RIGHT TO TAKE AND ANALYZE SAMPLES OF MATERIALS FOR CONFORMITY TO SPECIFICATIONS AT ANY TIME. CONTRACTOR SHALL FURNISH SAMPLES UPON REQUEST BY ARCHITECT. REJECTED MATERIALS SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND REPLACED AT THE CONTRACTOR'S EXPENSE. COST OF TESTING OF MATERIALS NOT MEETING SPECIFICATION SHALL BE PAID BY CONTRACTOR. 3.2 THE CONTRACTOR SHALL PROVIDE A 2 LBS SAMPLE OF ANY MINERAL MULCH OR BARK MULCH, THAT WILL BE USED ON THIS PROJECT, PRIOR TO DELIVERY TO THE SITE FOR APPROVAL BY THE LANDSCAPE ARCHITECT. 4.0 COORDINATION AND RESPONSIBILITY 4.1 COORDINATE AND COOPERATE WITH OTHER TRADES WORKING ON THE SITE FOR SUCCESSFUL COMPLETION OF THE PROJECT. 4.2 BEFORE COMMENCING WORK ON THE SITE, BECOME THOROUGHLY ACQUAINTED WITH LAYOUT OF ALL UNDERGROUND UTILITIES AND STRUCTURES OVER THE ENTIRE SITE. ALL REQUISITE REPAIRS TO CORRECT DAMAGE CAUSED BY WORK OF THIS SECTION SHALL BE AT THE CONTRACTOR'S EXPENSE. 4.3 ALL EXISTING PLANT MATERIAL AND ASSOCIATED ELEMENTS NOT INDICATED FOR REMOVAL SHALL BE FENCED AT THE DRIP LINE OF PLANT MATERIAL, PROTECTED AND MAINTAINED AS NECESSARY TO ENSURE SURVIVAL AND PER DEMOLITION NOTES. 4.4 PRECONSTRUCTION CONFERENCE: A PRECONSTRUCTION CONFERENCE TO DISCUSS THE LANDSCAPE PROJECT WORK SHALL BE HELD AT A TIME AGREED UPON. THE CONTRACTOR, TOGETHER WITH REPRESENTATIVES OF HIS IRRIGATION SUBCONTRACTOR, SHALL ATTEND, AS WILL THE OWNER'S REPRESENTATIVE AND ARCHITECT. THE PURPOSE OF THIS CONFERENCE IS TO DISCUSS THE PROJECT IN DETAIL, INCLUDING SCHEDULING OF WORK, SITE PREPARATION, INTERPRETATION OF DOCUMENTS AND TO ANSWER QUESTIONS THAT MAY ARISE. UNLESS FOLLOWED UP IN WRITING, VERBAL AUTHORIZATIONS OR ACKNOWLEDGEMENT BY ANYONE PRESENT SHALL NOT BE BINDING. 5.0 STANDARDS 5.1 QUANTITY: QUANTITIES ON PLANT LIST, IF SHOWN, ARE FOR REFERENCE PURPOSES ONLY. CO( TRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL PLANT MATERIALS SHOWN ON THE PLANS. IF SHOWN, QUANTITIES ARE PROVIDED FOR ESTIMATING OR CITY APPROVAL PURPOSES ONLY, AND ARE NOT TO BE CONSIDERED ACCURATE FOR BIDDING. WHEN GROUND COVER OR GRANITE IS SPECIFIED IN ONE SECTION OF A PLANTER BED, IT SHALL BE ASSUMED THE GROUND COVER EXTENDS THROUGHOUT SAID BED, BELOW ALL 1, 5, 15 GALLON AND LARGER PLANTS. ALL SIGNIFICANT DIFFERENCES BETWEEN THE SITE AND THE DRAWINGS SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT IMMEDIATELY UPON DETERMINING SAID DISCREPANCIES. FAILURE TO DO SO MAY REQUIRE THE CONTRACTOR TO MAKE ADDITIONAL PLANTINGS TO FILL SPACES, OR OTHER CHANGES AS DETERMINED BY THE LANDSCAPE ARCHITECT AT THE CONTRACTOR'S EXPENSE. 5.2 PLANT MATERIAL SUBSTITUTION: AT THE TIME OF BIDDING, THE CONTRACTOR SHALL VERIFY THE ABILITY TO PURCHASE ALL PLANT MATERIALS REQUIRED TO COMPLETE THIS WORK. UPON AWARD OF BIDS, THE CONTRACTOR SHALL MAKE ARRANGEMENTS WITH HIS SUPPLIERS FOR ADEQUATE AND PROPERLY SIZED MATERIALS AS SPECIFIED ON THE PLANS. IF PERCEIVED SHORTAGE IS DETERMINED EITHER AT TIME OF BIDDING, OR UPON AWARD OF CONTRACT, THE SUPPLIER MAY EMPLOY ONE OF THE FOLLOWING METHODS. 5.2.1 CONTRACT GROWING OF MATERIALS: WHEN REQUIRED ON THE CONSTRUCTION DOCUMENTS, AND SUFFICIENT LEAD TIME ALLOWS, PLANTS MAY BE CONTRACT GROWN. SPECIFIED MINIMUM TIME OF 6 MONTHS PER CONTAINER, PRIOR TO MOVING INTO LARGER SIZES, SHALL BE WAIVED, PROVIDED ADEQUATE ROOTS DEVELOP THROUGHOUT THE CONTAINER TO HOLD THE SOIL TOGETHER UPON REMOVAL FROM THE CONTAINER. COST FOR CONTRACT GROWING SHALL BE STIPULATED TO AND AGREED UPON AS A SEPARATE CONTRACT COST WITH THE OWNER PRIOR TO COMMENCING ANY WORK TOWARD CONTRACT GROWING. Urban Graphite Landscape Architecture Site Planning 7151 East 6th Avenue Scottsdale, Arizona 85251 Office: (480) 775-3714 Fax: (480) 990-0754 Email: mailOurbangraphite. com Graphic Design 5.2.2 SUBSTITUTION OF MATERIALS: IF THE ABOVE METHOD PROVES INADEQUATE, AND UPON APPROVAL OF THE OWNER/ARCHITECT, PLANT SUBSTITUTIONS WILL BE CONSIDERED. THE CONTRACTOR SHALL MAKE RECOMMENDATIONS TO THE LANDSCAPE ARCHITECT, IN WRITING, FOR CONSIDERATION. THE SUBSTITUTE SHALL MATCH THE ORIGINAL PLANT MATERIAL SPECIFIED AS CLOSELY AS POSSIBLE IN MATURE SIZE, GENERAL APPEARANCE, SOIL CONDITIONS, CLIMATE REQUIREMENT, LIGHT TOLERANCES, AND OTHER DATA. SUBSTITUTIONS MUST BE APPROVED PRIOR TO BIDDING. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PROVIDE THE SPECIFIED MATERIALS PRIOR TO ASKING FOR A SUBSTITUTION. 5.3 NOMENCLATURE: FOR IDENTIFICATION PURPOSES AND INSPECTIONS, TAGS SHALL BE DURABLE, LEGIBLE PLASTIC LABELS SECURELY ATTACHED TO AT LEAST 25% OF ALL PLANT TYPES, STATING THE BOTANICAL NAME AND SIZE OF THE PLANT MATERIALS. NAMES OF PLANT MATERIALS ON THE PLANS ARE IN ACCORDANCE WITH SUNSET'S NEW WESTERN GARDEN BOOK, LATEST EDITION, AND/OR AS SPECIFIED IN THE PLANT LIST. 5.4 QUALITY & SIZE: THE QUALITY AND SIZE OF ALL PLANT MATERIALS SHALL BE BASED UPON THE AMERICAN NURSERY ASSOCIATION ACCEPTED STANDARDS FOR SIZE, SHAPE AND CALIPER UNLESS SPECIFIED OTHERWISE ON THE PLANS. ALL REJECTED MATERIALS SHALL BE REMOVED FROM THE SITE, AND REPLACED IMMEDIATELY (THE DECISION OF THE CONTRACT ADMINISTRATOR SHALL BE FINAL). CONTAINER GROWN PLANTS SHALL HAVE BEEN GROWN IN POTS, CANS, TUBS OR BOXES FOR A MINIMUM OF SIX MONTHS, EXCEPT WHEN THE PLANTS SHALL HOLD THE ENTIRE ROOTBALL TOGETHER UPON REMOVAL FROM THE CONTAINERS, WITHOUT BEING ROOT -BOUND. ALL NON-ARIZONA GROWN PLANTS SHALL BE "CLIMATIZED" FOR AT LEAST FOUR WEEKS IN PARTIAL SHADE, DURING THE SUMMER MONTHS, PRIOR TO DELIVERY TO THE SITE. TREES SHALL HAVE STRAIGHT TRUNKS THROUGHOUT THEIR HEIGHT, EXCEPT MULTI-TRUNKED SPECIFIED MATERIAL. ANY TREE WITH WEAK TRUNKS INCAPABLE OF SUPPORTING ITS FULL GROWTH SHALL BE DOUBLE -STAKED, WHETHER CALLED FOR IN THE SPECIFICATIONS OR NOT. 5.5 PLANT MATERIAL PROCUREMENT: ALL TREES, CACTI AND SUCCULENTS SHALL BE PURCHASED BY THE CONTRACTOR WITHIN 30 DAYS OF CONTRACT AWARD BY THE OWNER. WRITTEN VERIFICATION THAT THIS HAS TAKEN PLACE SHALL BE FORWARDED TO THE OWNER AND ARCHITECT FOR THEIR FILES. ALL STORAGE AND MAINTENANCE COSTS SHALL BE BORNE BY THE CONTRACTOR. 5.6 INSPECTION: ALL PLANT MATERIALS ARE SUBJECT TO ACCEPTANCE OR REJECTION BY THE CONTRACT ADMINISTRATOR. NOTIFY THE LANDSCAPE ARCHITECT AFTER DELIVERY OF PLANT MATERIALS. THE LANDSCAPE ARCHITECT WILL VISIT THE SITE, DETERMINE THE QUALITY OF STORED MATERIALS, AND NOTIFY THE CONTRACT ADMINISTRATOR OF ALL REJECTED MATERIALS. THE CONTRACT ADMINISTRATOR WILL NOTIFY CONTRACTOR, 5.7 PRODUCT DELIVERY, STORAGE & HANDLING: ALL PLANT MATERIALS DELIVERED TO THE SITE SHALL BE PLANTED AS SOON AS PRACTICAL, AFTER INSPECTION AND APPROVAL. KEEP ALL SUN SENSITIVE PLANT MATERIALS OUT OF FULL SUN DURING SUMMER MONTHS. PROTECT FROM DRYING WINDS AND DUST STORMS. DELIVERY, MAINTENANCE AND INSTALLATION OF ALL PLANT MATERIALS IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR, AND THEY SHALL MAKE ALL ARRANGEMENTS FOR PROPER LABOR TO AVOID DELAYS AND REJECTION OF PLANT MATERIALS WHICH HAVE BEEN ON -SITE TOO LONG WITHOUT PLANTING OR INSTALLATION. 6.0 MATERIALS 6.1 MANURE: SHALL BE WELL -ROTTED, UNBLEACHED STEER MANURE, NOT LESS THAN 8 MONTHS NOR MORE THAN 2 YEARS OLD. REASONABLY FREE OF WOOD SHAVINGS, SAWDUST OR REFUSE, AND SHALL NOT CONTAIN MORE THAN 10% STRAW OR OTHER FOREIGN MATERIALS BY VOLUME, 6.2 MULCH: SHALL BE V1_ LL-ROTTED, DECOMPOSED WOOD FIBER, OR COTTON STUBBLE -DERIVED MATERIALS WITH NO FILLERS OR AGENTS SAVE FOR THE BALANCE OF NITROGEN -ADDING INGREDIENTS. PH SHALL RANGE FROM 6.8 TO 7.2; MOISTURE CONTENT SHALL BE 30 TO 40% BY WEIGHT, AND NUTRIENTS SHALL COMPLY WITH THE FOLLOWING MINIMUM REQUIREMENTS BY VOLUME: NITRATE NITROGEN - 1.5%; ORGANIC NITROGEN - 3.65%; PHOSPHORUS - 1.14%; POTASSIUM - 1.19%; IRON - 0.84%. DELIVERY TO SITE SHALL BE EITHER BULK OR MARKED BAGS. ACCEPTABLE PRODUCTS ARE "GREENWORLD MULCH", "COM-PEL SOIL CONDITIONER", AND NATURAL "PEAT MOSS". 6.3 SAND: SHALL BE COURSE, GRANULAR CONCRETE SAND OR GROUT SAND (NOT MORTAR OR SILICA SAND), CONFORMING TO ASTM C-33, THOROUGHLY AND UNIFORMLY WASHED, ENTIRELY FREE OF OIL OR OTHER DELETERIOUS SUBSTANCES. 6.4 FERTILIZER TABLETS: SHALL BE "AGRIFQRM"OR "ZIM" (IN PILL OR TABLET FORM). PLACE 4" TO 10" DEEP AND 2" OUTSIDE OF THE ROOTBALL AT THE FOLLOWING RATES: ONE TABLET PER 1-GAL; TWO PER 5- GAL; ONE TABLET PER EACH 1 /2" OF TRUNK DIAMETER, OR ONE PER EACH 24" OF HEIGHT, WHICHEVER IS GREATER. 6.5 TOPSOIL: SHALL BE SCREENED, FERTILE, FRIABLE SOIL FROM WELL -DRAINED ARABLE LAND FREE FROM NON -ORGANIC REFUSE, NOXIOUS WEEDS, NUT GRASS, THORNY CLAY, CLODS, ROOTS AND ALL MATERIAL 'TOXIC TO PLANT GROWTH. TOPSOIL SHALL COMPLY WITH MAG SPECIFICATIONS 795.2. TOPSOIL SHALL BE BLENDED ONSITE WITH 25% SAND BY VOLUME PRIOR TO INSTALLATION UNDER TURF AREAS. 6.6 PLANTING PIT BACKFILL FOR ALL TREES AND SHRUBS SHALL BE AS FOLLOWS: 6 PARTS BY VOLUME ON SITE FERTILE SOIL 4 PARTS BY VOLUME CLEAN MASON SAND 2 PARTS ORGANIC TOP SOIL 1 POUND 16-20-0 FERTILIZER PER CUBIC YARD OF MIX GROUNDCOVER PLANTING MIX SHALL BE AS STATED ON THE PLANS. 6.7 TREE STAKING, GUYING & BRACING: ALL 15-GAL. AND LARGER TREES SHALL BE STAKED AS SHOWN ON THE PLANS. STAKES SHALL BE A 2" DIAMETER ROUND KNOT FREE PINE "LODGE POLE", LENGTH AS REQUIRED BELOW, AND INSTALLED AS FOLLOWS: STAKES SHALL BE PLACED IMMEDIATELY ADJACENT TO, BUT IN NO CASE THROUGH, THE ROOT BALL, PENETRATING AT LEAST 8" INTO UNDISTURBED SOIL, AND ALIGNED VERTICALLY. THE STAKE SHALL BE POINTED AT ONE END, AND ALIGNMENT SHOULD NOT INTERFERE WITH THE EXISTING BRANCH STRUCTURE OF THE TREE. INSTALL ALL STAKES AS FOLLOWS: 15-GAL. - 2 EA. 8' LONG POLE; 24" AND 30" BOX SIZE - 2 EA. 12' LONG STAKES; 36" BOX AND LARGER SIZE - THREE GUY WIRES (8 GAUGE STEEL) WITH GROUND STAKES, WIRE FOR FASTENING TREES TO STAKES SHALL BE #12 GAUGE GALVANIZED STEEL. WIRE FOR GUYING SHALL BE #8 GAUGE GALVANIZED STEEL, ATTACHED TO A 1" DIAMETER BY 36" LONG STEEL GROUND STAKE BY DRILLING A HOLE COMPLETELY THROUGH THE GROUND STAKE, AND SECURING THE WIRE WITH 32932 DREW AQUID S. TWO MECHANICAL CLAMPS PER WIRE. ALL WIRE ATTACHED TO THE TREES SHALL BE DONE AT THE LOWEST BRANCHES, ENCASED WITH RUBBER HOSES, AND CLAMPED WITH AT LEAST TWO CLAMPS. HOSE MAY BE EITHER NEW OR OLD RUBBER, BUT NOT PLASTIC. ALLOW 1" CLEARANCE AROUND THE TRUNKS OF 36" BOX TREES OR LARGER (UNLESS SPECIFIED OTHERWISE ON THE PLANS) WHEN FORMING THE HOSE -ENCASED WIRE RING. FORM A COMPLETE RING OF HOSE -ENCASED WIRE FOR EACH OF THE TREE GUYS, APPROXIMATELY 120 DEGREES APART. SET THE GROUND STAKES AN APPROPRIATE DISTANCE FROM THE TREE TO PROVIDE AN APPROXIMATE ANGLE OF 45 DEGREES BETWEEN THE GROUND AND WIRE. 6.8 HEADERS: SEE PLANS AND DETAILS FOR TYPE OF HEADER AND INSTALLATION SPECIFICATIONS. HEADERS SHALL BE USED TO SEPARATE TWO INCOMPATIBLE USES SUCH AS TURF/PLANTERS/DECOMPOSED GRANITE/GROUND COVER AREAS. ALL HEADERS SHALL BE MOUNTED WITH THEIR TOPS FLUSH WITH SIDEWALKS, GENERALLY KEPT 1 1 /2" ABOVE FINISHED GRADES, AND SHALL NOT HAVE MORE THAN A 6:1 SLOPE. REDWOOD OR PLASTIC HEADERS SHALL NOT BE ALLOWED, 6.9 DECOMPOSED GRANITE: UNLESS OTHERWISE NOTED ALL LANDSCAPE AREAS SHALL BE TOPDRESSED WITH A MIXTURE OF 50% 1 /2" MINUS AND 50% 1 /2" SCREENED DECOMPOSED GRANITE. THE COLOR SHALL BE "DESERT GOLD" AND SHALL MATCH AS CLOSELY AS POSSIBLE, THE NATURAL COLOR OF THE DESERT. A 2 LBS SAMPLE SHALL BE SUBMITTED FOR LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO DELIVERY. THE GRANITE SHALL BE FREE OF LUMPS AND FOREIGN SUBSTANCES. GRANITE SHALL BE INSTALLED TO A DEPTH OF 2" AND SHALL BE MEASURED AFTER COMPACTION AND ROLLING. 6.10 TOPDRESSING OF REVEGETATION AREAS: ALL REVEGETATION AREAS SHALL BE TOPDRESSED WITH A MINIMUM OF 2" OF DECOMPOSED GRANITE AND COBBLES SALVAGED FROM ONSITE BY THE GRADING CONTRACTOR SEE GRADING SPECIFICATIONS IN CIVIL SPECIFICATIONS. THIS MATERIAL SHALL BE SCREENED BY THE LANDSCAPE CONTRACTOR PRIOR TO INSTALLATION IN ORDER TO REPRODUCE THE TEXTURE AND APPEARANCE OF THE NATURAL DESERT. LH ,DSCAPE CONTRACTOR SHALL PLACE A 200 SQUARE FOOT MINIMUM AREA OF TOPDRESSING FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION OF THE BALANCE OF THE SITE. 6.11 WEED CONTROL: REMOVE ALL WEEDS BY MECHANICAL METHODS OR BY SPRAYING WITH "ROUND -LP" OR APPROVED EQUAL. ALL LANDSCAPE AREAS EXCEPT REVEGETATION AREAS SHA-L BE TREATED WITH A PRE -EMERGENT SUCH AS "DACTHAL" OR APPROVED EQUAL PER MANUFACTURER'S RECOMMENDATIONS. PLASTIC LINERS SHALL NOT BE ALLOWED. 7.0 LAYOUT AND EXCAVATION OF PLANTING AREAS 7.1 CONTRACTOR SHALL STAKE TREE LOCATONS AS SHOWN ON DRAWINGS. THE LANDSCAPE ARCHITECT SHALL FIELD CHECK THE LAYOUT LOCATION OF PLANTS AND WILL DIRECT THE CONTRACTOR TO ADJUST TC EXACT POSITION BEFORE EXCAVATION BEGINS. NOTIFY THE LANDSCAPE ARCHITECT AT LEAST 48 HOURS PRIOR TO SCHEDULING WORK. 7.2 NOTIFY THE LANDSCAPE ARCHITECT OF ROCK CALACHE, HARD PAN CLAY, AND OTHER OBSTRUCTIONS WHICH ARE ENCOUNTERED IN THE EXCAVATION OF PLANT PITS. ALTERNATIVE PLANTING LOCATIONS MAY BE SELECTED BY LANDSCAPE ARCHITECT. 7.3 DIG PLANTING PITS WITH PERPENDICULAR SIDES 1-1/2 TIMES THE SIZE OF THE ROOT BALL AND DEPTH TO MATCH HEIGHT OF BOX OR ROOT BALL. BACKFILL PIT WITH PLANTING MIXTURE TO 1 /3 DEPTH BEFORE SETTING SHRUBS AND TREES. 7.4 PUDDLE PLANTING MIXTURE WHEN PIT IS 2/3 FULL OF MIX. CONTINUE BACKFILLING TO WITHIN 1" OF THE SURROUNDING FINISH GRADE. 7.5 CUT PLANT CONTAINER (CANS) ON TWO SIDES WITHOUT INJURING ROOT BALL AND CAREFULLY REMOVE THE PLANT. DO NOT CUT CONTAINER WITH SPADE. ANY PLANT INJURED OR ROOT BALL BROKEN DURING PLANTING OPERATIONS WILL BE REJECTED. 7.6 ALL GROUND COVER AND DECOMPOSED GRANITE AREAS, EXCEPT REVEGETATION AREAS, SHALL BE TREATED WITH A PRE -EMERGENT AS OUTLINED IN SECTION 6.11. 7.7 GENERALLY, FINISHED GRADE SHALL BE 1-1/2" BELOW TOPS OF HEADER, WALKS, ETC. 7.8 SIDEWALKS AND PAVING SHALL BE BROOMED DAILY DURING PLANTING OPERATION. PLANT CONTAINERS, EMPTY FERTILIZER BAGS AND SEED BAGS AND CONTAINER ARE TO BE PICKED UP AND DISPOSED OF DAILY. CONTRACTOR'S TRASH SHALL BE REMOVED FROM THE SITE AT THE COMPLETION OF WORK. 8.0 INSTALLATION 8.1 SOIL PREPARATION: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REMOVING ALL ABC, ROCKS OR FOREIGN OBJECTS LARGER THAN 1 /2" FROM ALL PLANTED AREAS. THE CONTRACTOR SHALL VISIT THE SITE, AND WORK WITH THE GENERAL CONTTHE OWNERSRACTOR TO ASSURE THEMSELVES THIS PROVISION IS COMPLIED WITH. IN AREAS WHERE TURF WILL NOT BE PLANTED, THEY SHALL TAKE PROPER PRECAUTIONS FOR THE REMOVAL OF ANY EXISTING TURF AND OTHER AGGRESSIVE WEEDS. 8.2 SHRUBS & TREES: SHALL BE INSTALLED IN ACCORDANCE WITH THE FOREGOING SPECIFICATIONS, AMERICAN NURSERY STANDARDS AND THE DETAILS SHOWN ON THE PLANS. PLANT PITS SHALL ALWAYS PROVIDE ADEQUATE GROWTH VOLUMES FOR NEW ROOTS, AND SHALL MEET THE FOLLOWING MINIMUM STANDARDS, WHICH MAY BE INCREASED ON THE DETAILS: 1 GAL. MATERIALS, 8" CLEARANCE SIDES; 5 GAL. MATERIALS, 12" CLEAR ALL SIDES; 15 GAL. AND LARGER, 18" CLEARANCE ON SIDES, 12" CLEARANCE. DEPTH OF PLANT PITS TO MATCH HEIGHT OF BOX OR ROOT BALL TO PREVENT SETTLEMENT CAUSING THE FLAIR AT THE BASE OF THE PLANT MATERIAL TO SINK BELOW FINISH GRADE. BACKFILL THESE AREAS WITH "PREPARED BACKFILL" (SEE SECTION 6.6). 8.3 BERMS/GRADING: EARTH BERMS SHALL BE FORMED AS INDICATED ON THE PLANS. GRADING RESPONSIBILITY SHALL BE WORK OF THE MASS GRADING CONTRACTOR UNLESS SPECIFIED OTHERWISE ON THE CONSTRUCTION DOCUMENTS. THE ARCHITECT SHALL APPROVE ALL GRADING BASED ON AESTHETICS PRIOR TO ANY TREE IRRIGATION AND SITE IMPROVEMENTS. THE CIVIL ENGINEER SHALL APPROVE ALL GRADING BASED UP ON DRAINAGE. APPROVALS MUST BE OBTAINED IN WRITING PRIOR TO COMMENCING LANDSCAPE WORK. NOTIFY LANDSCAPE ARCHITECT AT LEAST 5 DAYS PRIOR TO SCHEDULED WORK. 8.4 CACTI: ALL CACTI SHALL BE INSTALLED PER DETAILS PROVIDED IN THE DRAWINGS. ALL CACTI SHALL BE WARRANTIED FOR A PERIOD OF 1 YEAR FROM THE DATE OF FINAL ACCEPTENCE. ALL CACTI SHALL BE PLACED ON A SEPARATE IRRIGATION VALVE. 9.0 PRUNING AND REPAIR 9.1 UPON COMPLETION OF THE WORK OF THIS SECTION, ALL TREES AND SHRUBS SHALL HAVE BEEN PRUNED IF REQUIRED OR DIRECTED BY THE CONTRACT ADMINISTRATOR, AND ALL INJURIES REPAIRED. LIMIT AMOUNT OF PRUNING TO THE MINIMUM NECESSARY TO REMOVE DEAD AND INJURED TWIGS AND BRANCHES. 10.0 GUARANTEE AND REPLACEMENT 10.1 GUARANTEE ALL LAWNS AND PLANTING FOR A PERIOD OF 90 DAYS FROM THE DATE OF INSTALLATION, UNLESS OTHERWISE NOTED. ALL LAWNS AND PLANTING SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD. 10.2 DURING THE GUARANTEE PERIOD, ALL PLANTS SHALL BE IN A HEALTHY, VIABLE CONDITION. REPLACE ANY PLANT NOT IN A HEALTHY CONDITION WHEN NOTIFIED BY THE LANDSCAPE ARCHITECT. SHOULD ANY DIFFERENCE OF OPINION ARISE OVER REPLACEMENT, THE LANDSCAPE ARCHITECT'S DECISION IS FINAL. 10.3 GUARANTEE REPLACEMENTS OF ALL PLANT MATERIAL FOR A PERIOD OF 90 DAYS FROM THE DATE OF INSTALLATION UNLESS SPECIFICALLY NOTED OTHERWISE IN THESE SPECIFICATIONS. 10.4 THE GUARANTEE PERIOD FOR DECIDUOUS TREES SHALL BE IN EFFECT UNTIL ALL ARE SHOWING NEW GROWTH THE SPRING FOLLOWING PLANTING PROVIDED THE TREE WAS INSTALLED JUST PRIOR TO ITS DORMANT STAGE. 11.0 ACCEPTANCE OF WORK 11.1 AFTER COMPLETION OF ALL WORK AND BEFORE THE BEGINNING OF THE MAINTENANCE PERIOD, THE CONTRACTOR SHALL NOTIFY THE CONTRACT ADMINISTRATOR FOR THE PURPOSE OF SCHEDULING THE MAINTENANCE INSPECTION. THE CONTRACTOR SHALL PREPARE, AND HAVE ON -SITE, A COMPLETE SET OF RECORD FOR CONTRACT ADMINISTRATOR OR CITY REVIEW DURING THE MAINTENANCE INSPECTION. 11.2 BEFORE SCHEDULING THE MAINTENANCE INSPECTION, THE CONTRACTOR SHALL INSURE THAT ALL TESTS AND WORK RELATED TO IRRIGATION IS COMPLETED. THE CONTRACT ADMINISTRATOR SHALL BE NOTIFIED (14) DAYS PRIOR TO SCHEDULING INSPECTION. 11.3 INSURE THAT ALL PLANT MATERIAL EXHIBITS NORMAL GROWTH CHARACTERISTICS AND IS SUBSTANTIALLY VIGOROUS. IN ADDITION, ALL PLANT MATERIAL SHALL MEET ACCEPTED NURSERY STANDARDS FOR SIZE, TRUNK CALIPER AND FORM. 11.4 INSURE THAT TREE, SHRUB AND GROUND COVER QUANTITIES ARE ACCORDING TO PLAN AND AT CORRECT SPACINGS. 11.5 INSURE THAT A FULLY -FUNCTIONAL, AUTOMATIC DRIP SYSTEM IS PROPERLY INSTALLED TO PROVIDE 100 PERCENT COVERAGE TO ALL NEW AND EXISTING PLANT MATERIAL. 11.6 SHOULD THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE DETERMINE THE SITE TO BE SUFFICIENTLY INCOMPLETE OR POORLY INSTALLED, THEY RESERVE THE RIGHT TO POSTPONE OR EXTEND THE MAINTENANCE PERIOD UNTIL THE PROJECT IS IN ACCEPTABLE CONDITION. 12.0 MAINTENANCE 12.1 MAINTENANCE SHALL BE FOR A PERIOD OF 90 DAYS, UNLESS NOTED OTHERWISE. 12.2 GROUNDCOVER AREAS SHALL BE MAINTAINED WEEKLY FOR FIRST THIRTY DAYS, BI-WEEKLY DURING THE REMAINING DAYS, REMOVING ALL WEEDS AND GRASSES, AND FINE-TUNING THE IRRIGATION SYSTEM TO ENSURE ADEQUATE COVERAGE WHILE MINIMIZING OVERSPRAY. 12.3 DURING THE ENTIRE MAINTENANCE PERIOD, THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFYING ANY PLANT MATERIAL THAT HAS SETTLED ALLOWING THE FLAIR AT THE BASE OF THE PLANT TO SINK BELOW FINISH GRADE. ANY PLANT MATERIAL THAT HAS SETTLE IN SUCH A MANNER MUST HAVE THE SOIL PULLED AWAY FROM THE FLAIR AT THE BASE OF PLANT AND GRANITE REDISTRIBUTED OVER THE ROOTBALL. IN ADDITION, THE CONTRACTOR IS RESPONDSIBLE FOR ALL WEEDING, SPRAYING, FERTILIZING, RAKING, SWEEPING, MULCHING, REPLANTING AND WATERING AREAS WITH PROPER AMOUNTS OF WATER TO ASSURE PROPER GROWTH OF ALL PLANTED MATERIALS. 12.4 THE MAINTENANCE PERIOD MAY BE EXTENDED BY THE CONTRACT ADMINISTRATOR OR CITY IF IN THEIR OPINION THE PROJECT IS NOT BEING PROPERLY MAINTAINED DURING THE DESIGNATED PERIOD. 13.0 FINAL ACCEPTANCE 13.1 THE CONTRACTOR SHALL NOTIFY THE CONTRACT ADMINISTRATOR AT LEAST 14 DAYS IN ADVANCE OF THEIR FINAL INSPECTION. THE SITE MUST BE IN PERFECT CONDITION, ALL PLANTED AREAS FREE FROM WEEDS/GRASSES, ALL REFUSE REMOVED FROM PLANTED AREAS, ALL WALKS AND DRIVES CLEAN AND DRY, AND THE CONTRACTOR SHALL OPERATE ALL REMOTE CONTROL VALVES FROM THE CONTROLLER, IN SEQUENCE, AND PROVIDE ENOUGH TIME FOR THE CITY TO INSPECT ALL AREAS BEING WATERED. THE CONTRACTOR SHALL INSTRUCT THE OWNER, OR THEIR REPRESENTATIVE ON THE SUGGESTED WATERING TIMES AND CYCLES OF ALL IRRIGATED AREAS. IF ALL IS IN ORDER, OR CAN BE MADE SO WITHIN 24 HOURS, THE SITE WILL BE ACCEPTED VERBALLY AT THIS TIME, OR EXTENDED UNTIL SUCH TIME AS THE SITE CAN BE ACCEPTED. SHOULD THE PROJECT REQUIRE ADDITIONAL MAINTENANCE, THE CONTRACT ADMINISTRATOR SHALL NOTIFY THE INVOLVED PARTIES AT THIS TIME. ***END OF SECTION *** AY25 *� CONTOUR INTERVAL ONE FOOT (1) LOT 11 - Mercado Del Rio LSPEC OV12-04-31 OV8- 04- 09 PORTION SOUTHEAST 1/4 OF SECTION 12, TOWNSHIP 12 SOUTH, RANGE 13 EAST L 4 OF 4 GILA & SALT RIVER MERIDIAN, TOWN OF ORO VALLEY, PIMA COUNTY, ARIZONA ■ 4-28-05