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HomeMy WebLinkAboutOV120607PO�P�LEY Aq�Z O yz' O TOWN OF ORO VALLEY i c4 ~ \ GRADING PERMIT 011i" Of Commonly Dereloproenl , I1000 N. La Caaada De. ♦ ^""'"'�`~' ♦ a SOUNDED 520.2294800 Office 520-742-1022 Fax 19'1 Permit Number: G0600072 Issued Date: 06/0-9/2006 Expiration Date: 06/05/2007 GRADING PERMIT Type 2: Commercial/Subdivision Grading DESCRIPTION OF WORK: CLEARING, GRUBBING, GRADING, PAVING, DRAINAGE & UTILITY CONSTRUCTION PER APPROVED PLANS. JOB NAME: LA CANADA ACCESS RD JOB ADDRESS: LOCATION: LA CANADA AND CHAPALA 3 / GEORGE 3 PARCEL NO: OV12-06-07 APPLICANT: CHAPALA PARTNERS, LLC ADDRESS: 2251 W TORTOLITA SUNRISE PHONE: 520-400-4305 OWNER: CHAPALA PARTNERS, LLC ADDRESS: 2251 W TORTOLITA SUNRISE CONTRACTOR: ML KELLY EQUIPMENT CONTRACTING SUPERINTNDT: ADDRESS: PO BOX 69086 CONTACT: MIKE OR CARL 85742 PHONE: 520-400-4305 85742 PHONE: 520-400-4305 ORO VALLEY, AZ 85737 PHONE: 520-977-1575 NOTICE TO PERMIT HOLDER FOR AND IN CONSIDERATION of granting this permit, the applicant has read and agrees to observe and comply with the signed permit application and any and all general County, State or Federal 9 permit conditions, all applicable sections of the Oro Valley Town Code, the Oro Valley Standard Plans and Specifications, any relevant Regulations, and any special conditions imposed by the Planning & Zoning Administrator, and to complete said work all in accordance with the approved/accepted plan(s) and/or Standard Plans and/or Engineering Directives. The Town of Oro Valley accepts no responsibility for the engineering design for work covered by this permit. The applicant accepts all financial and/or legal responsibilities or obligations which may result from the work performed under this permit. The applicant must Engineer check for 404 permit compliance with U.S. Army Corps of . Signature of Authorized 06-05-2006 Town of Oro Valley Representative Date Project based on 540 cubic yards. ARCHAEOLOGIST INSPECTS THE SITEII MATERIALS AND MAKES RECOMMENDATIONS - SING TREATMENT. IF HUMAN REMAINS ARE DISCOVERED, THE CONIZMCT SHALL COORDINATE WITH THE TOWN AND ',-. STATE MUSEUM TO CONTACT RELATED TRIBES OR CO IES WHO HAVE ANCESTRAL TIES TO THE REMAINS. 14: PER ADAAG - UN D DOM W L BE REQUIRED ON ALL ADA ACCESS LOCATIONS. 06-05-2006 Signature f Au oriz d Applicant Date Note: S'gnatur ind' ates acknowledgement and acceptance of all s andard nd s ecial conditions listed on this permit. G0000072 NOTICE This property may be a habitat for the Cactus Ferruginous Pygmy Owl, as determined by the United States Department of the Interior, Fish and Wildlife Service. The Pygmy Owl has been declared an endangered species, and is protected by federal law. Be aware that under federal statute, 16 U.S.C. 1538, it is unlawful for any person to take any endangered species within the United States. The term "take" as defined in 16 U.S.C. 1532(19), means to harass, harm, pursue, hunt, shoot, wound, trap, capture, or collect an endangered species, or to attempt to engage in any such conduct. UNDER FEDERAL REGULATIONS, UNLAWFUL HARM CAN INCLUDE ACTIONS WHICH DESTROY OR SIGNIFICANTLY MODIFY THE HABITAT OF THE ENDANGERED SPECIES. Be advised that notice of the issuance of this permit will be forwarded to the United States Fish and Wildlife Service and to the Arizona Game and Fish Department. Issuance of this permits does not intend, nor should it be construed, to imply compliance with Federal or State regulations. If you have any questions concerning your responsibilities under federal law, please contact: U.S. Fish and Wildlife Field Division 2321 W. Royal Palm Road, Suite 103 Phoenix, AZ 85021-4951 Phone (602) 640-2720 Fax (602) 620-2730 Signature Case/File Number: G0600072 Date CLEARING, GRUBBING, GRADING, PAVING, DRAINAGE & UTILITY CONSTRUCTION PER APPROVED PLANS. SIGN IN SHEET Chapala 3/George 3 Date 05, June 06 Time 1:30pm Name Agency/Company Phone / Fax ov i2w v� G0600072 Chapala 3/Geo1-ge 3 Access Roau PRE -GRADING MEETING AGENDA 05 June 06 —1:30 PM 1) Attendees sign in on sign in sheet (1 min) 2) Introductions by attendees (2 min) 3) Project overview by Development ReviTjl&x Division (3 min)4) Supt. for project: E cell / phone: a) Expected Date for IECD completi n: 64,04 (2 min) (contact: Mark Navarro @940-5798 or Charles Williams @940-1938) b) Expected Project Finish Date: IQ - 09 :.............................................................. NOTES: 5) Review of Zoning Codes by Town of Oro Valley Zoning Inspector a) Salvage (4 min): b) Lighting c) Public Art d) Addressing e) Landscaping f) Bonds / Assurances g) Signs 6) Review of Building Codes by the Town of Oro Valley Building Official a) Building Permits (4 min): b) Sewer and Water Hookup 7) Review of Fire Codes by Golder Ranch Fire Marshall (4 min): a) Hydrant locations 8) Review of water requirements by Oro Valley Water (3 min): a) Temporary water service b) Hydrant meters (Charlie Soper 940-4982) c) PCDEQ d) Water Pre -Con (Mark Moore 229-5017) 9) Review*of Public Works standards (3 min): a) Materials testing b) Construction Zone Fencing c) Public ROW permits d) Traffic control measures e) Acceptance of public improvements f) Maintenance responsibility of public streets 10) Review of the Grading Permit (3 min): a) Type 2 Standard Conditions b) Grading Ordinance c) Special Conditions 11) Any changes in the design must go through Engineering Staff 12) As-builts are required (2 min): 13) Open meeting up for questions (4 min): 14) Submit fees & issue permit (3 min): .............................................................. 15) Adjourn TOWN OF ORO VALLEY Community Development Department 11,000 North La Canada Drive Oro Valley, Arizona 85737 Phone: (520) 2294800 Fax: (520) 2294899 TYPE 2 GRADING PERMIT APPLICATION Project Location: 1 Z•¢q Z 1J. t' A CA #,Ac1A Ors APPLICANT. GtiaPAu� Pa�r�r�x,s CONTACT PERSON: A V` PERMIT NO. C� EXPIRES ON REVIEW FEE S PERMIT FEE S IS """` ' • � y r v 6 tb City 1 �0 V state�& Zip Code Day Phone: ( M) yoO • it Emergency Phone: �57.� 6 4,3 pj" —�—a CONTRACTOR M. L • K1611le 6QdIPMr.JLJf- C041" ernd4 License # 171(o I Z 11757SIf Addrcss.-__f,0,JgSW 16WI&II City neXcQ State Zip Code _ Day Phone: q%7• / S7 Superintendent's Cell Phone_ 97 7• /S75 MIKE Oft CARL Contact person in case of emergency:. MIKE - - Emergency Phone V ve • 4 i3 S Z Subdivision / Project Name: 49APAe4 Book Page OV Case # 12 • &S •04. Section 3 5 Township � Range 13 Tax code / Parcel # 21 q--49 • 0050 Estimated disturbed area is —O. 5 Acres; Earthwork: ISO cubic'yards ( Cut ), 700 cubic yards ( Fill ) Project size is 99• 75 Acres. Is Project Phased? YES NO Archeohqgi¢s1 Clearance Leger D Stormwater Pollution Prevention Plan Soil Report [r `Notice of intent (NOI) [� Description of Permitted Activities: (SM41104 4 re/-l. OMQI Grading Statement: I. Stabilization, erosion and drainage control measures:_ #.s �ftt C'/ 1/I L 1"m ruippP) S?7 AN SAGES, sar Asb ace err, • 2. Estimated quantity of earth material to be removed from site: [OUSK Adel 049WLl A _ AAA o-, cubic yards. Off -site disposal location: 3. A description of the dust control method to be used during grading and until revegetation or stabilization has been completed: 4. Starting date: % O Expected completion date: FOR AND irrt CONSID$B�TION:gngf>�iseipittr 'dgRtioes tLaige-pi+uject. eogfoi>,lansoc.irdisl tLe oond16ous aseai`ie erg pee bacii of t pezmaf, tiII ShpP>oicable Mons w. ' mniy; Sfa a Ise sad spoaa� ��• -. _b- or TotrluE 1�`ngmeetr aad�ud worn in acoordlance jvi� fLe ' "' `"roveli t. plan ApplicaWgj Sijkatul e: e• - Dafr_ /� Authorized bv: Date: Tower of Oro Valley Department ofPublic Works, Development Review Division M. Fat- TOWN OF ORO VALLEY Community Development Department 11,000 North La Canada Drive Oro Valley, Arizona 85737 Phone: (520) 229-4800 Fax: (520) 229-4899 TYPE 2 GRADING PERMIT APPLICATION Project Location: �F�-r► ON 35- 13 E cn + S • R .V - CANT: _ _ _ ^ — CONTACT PERSON: Address: Day Phone: CONTRACTOR: Address: Day Phone: Emergency Phone: Y 2 3 PERMIT NO. EXPIRES ON REVIEW FEE S PERMIT FEE S q MI (!Ac<W State Zip Code 7 License # City State - Zip Code Superintendent's Cell Phone Contact person in case of emergency: Emergency Phone Subdivision / Project Name: Ch A P A(J ) 3�OR4F. Book Page OV Case # irk -• Section �(— Township -�-4=— Range 13 E Tax code / Parcel # Estimated disturbed area is 0.A 9 Acres; Earthwork: cubic yards( Cut), as o cubic yards ( Fill ) Project size is0 , ( Acres. Is Project Phased? YES / Archeological Clearance Letter ❑ Soil Report ❑ Description of Permitted Activities: Grading Statement: Stormwater Pollution Prevention Plan % )4O'r Rfi O i Rfid d U& +0 517.E O Notice of Intent (NOI) ❑ P RO�F'C + A-f n0U1W" CIF ;b; s#v P,bf})JU . 1. Stabilization, erosion and drainage control measures: n t1� �IYYI I-pg21Z�NY1 2. Estimated quantity of earth material to be removed from site: cubic yards. Off -site disposal location: 3. A description of the dust ntrol method to be used during grading and until revegetation or stabilization has been completed: W C& t) :10, 4. Starting date: 01� Expected completion date: } aa , a M(D FOR AND.IN CONSIDE TION of granting of this peruuii tahe owner agrees that the project shall be constructed m conformance with the conditions as specified on the back of this permit, all applicable sections of the Oro Valley Town Code, any relevant County, State, or Federal Regulations, anspecial con d any ditions imposed by Planning and Zoning Administrator or,'Town Engineer, and to complete said work m accordance, with the 'approved' accepted plans) and/or Engineering Directives. Authorized by: Date: Town of Oro Valley Department of Public Works, Development Review Division IoS01B- 0\60=- Osoa o�P�LEY o�AR�202 9 e s t � A AX� tk TOWN OF ORO VALLEY Department of Public Works 11000 N. La Canada Drive Oro Valley, Arizona 85737 (520) 229-4880 Fax (520) 229-4899 www.townoforovalley.com O'JIVDED'A91 �G�Pi 1 February 1, 2006 U David Little WLB Group 4444 E. Broadway �jA . _ Q Tucson, Az 85711 ` I " � -� 1 &—k ZS — Re: OV12-05-04 Chapala 3 & George 3 Dear David: c�,�-- .�..� u� F V The improvement plans have been accepted. Please send in the mylars to be signed. In accordance T with the ORO VALLEY ZONING CODE REVISED (OVZCR) SEC.4-705-C, the technical l �� accuracy and conformance to the current minimum design standards and requirements of the Town of Oro Valley, and other applicable standards are the responsibility of the design engineer. A type 2 grading permit is required for this project. I have attached a type 2 permit application and a type 2 grading permit checklist for you use. The type 2 grading permit checklist has been prepared to show you all of the items that we have, the checked off items, items that are needed, the blank box items, and items that are not required, the crossed out item. A construction bond is required for this project. Please refer to Article 4-9 of the OVZCR for items that must be included in the bond estimate. Submit the bond estimate to our Development Coordinator, Shirley Gay. If you wish to contact her regarding the construction bond her phone number is 2294849. A pre -grading meeting will be set when we have all of the items required by the type 2 grading permit checklist. The outcome of the meeting will be the issuance of the grading permit. Please bring the permit fees to the meeting so that there will be no delay on issuing the permit. Any proposed revision or modification to this accepted plan shall be submitted to the Town for review and approval prior to such revision/modification being made in the field. "As Built' Plans of final site construction shall be submitted to the Department of Public Works for review and acceptance prior to the request for final site inspection and full release of the construction bond. If you have any questions, please call me. Sincerely, / Paul Keesler, P.E. Development Review Division Manager XC: S. Gay L. Garrick 0�0 PLLEY qR/20 ��UNDED 19�� I V � � TOWN OF ORO VALLEY COMMUNITY DEVELOPMENT ES - 3 Development Review Division 11000 North La Canada Drive Oro Valley, AZ 85737 Phone:229-4800 Fax:229-4899 To: Chapala Partners LLC From: Linda Garrick Fam 520-297-6365 Pages: 1 Phone: 5204004305 Date: 05/31 /06 Re: PRE -CON MEETINGS CC: File ❑ Urgent 6 For Review ❑ Please Comment ❑ Please Reply 6 Please Recycle RE: Type II Grading Permit for the Chapala 3/George 3 access road. A Pre -Construction Meeting is scheduled for 1:30 PM, this Monday, June 05, 2006 at the Hopi Conference Room in the Development Services Building. Representatives from Planning & Zoning / Engineering, & Public Works will be present to discuss any grading activity issues regarding this project that may be conditional upon grading permitting. Please make sure that the following project representatives are invited to this meeting: a) Applicants (Chapala Partners LLC) b) contractor's Superintendent c) engineering / architecture Please contact me if you have any further questions prior to our PRE -CON meeting. Linda Garrick — Engineering Technician 229-4895 O �PL1.EY gR�20 A A �DUNDED 1_IN a TOWN OF ORO VALLEY COMMUNITY DEVELOPMENT Development Review Division 11000 North La Canada Drive Oro Valley, AZ 85737 Phone:229-4800 Fax:229-4899 To: Gary Grizzle (WLB) From: Linda Garrick Fam 520-881-7492 Pages: 1 Phone: 520-881-7480 Date: 05/31 /06 Re: PRE -CON MEETINGS CC: File ❑ Urgent 6 For Review ❑ Please Comment ❑ Please Reply 6 Please Recycle RE: Type II Grading Permit for the Chapala 3/George 3 access road. A Pre -Construction Meeting is scheduled for 1:30 PM, this Monday, June 05, 2006 at the Hopi Conference Room in the Development Services Building. Representatives from Planning & Zoning / Engineering, & Public Works will be present to discuss any grading activity issues regarding this project that may be conditional upon grading permitting. Please make sure that the following project representatives are invited to this meeting: a) Applicants (Chapala Partners LLC) b) contractor's Superintendent c) engineering / architecture Please contact me if you have any further questions prior to our PRE -CON meeting. Linda Garrick — Engineering Technician 229-4895 .cO�N� 9� a TOWN OF ORO VALLEY COMMUNITY DEVELOPMENT Development Review Division 11000 North La Canada Drive Oro Valley, AZ 85737 Phone:229-4800 Fax:229-4899 To: ML Kelly Equipment Contracting From: Linda Garrick Fax NO FAX Machine Pages: 1 Phone: 520-977-1575 Date: 05/31 /06 Re: PRE -CON MEETINGS CC: File ❑ Urgent 6 For Review ❑ Please Comment ❑ Please Reply 6 Please Recycle RE: Type II Grading Permit for the Chapala 3/George 3 access road. A Pre -Construction Meeting is scheduled for 1:30 PM, this Monday, June 05, 2006 at the Hopi Conference Room in the Development Services Building. Representatives from Planning & Zoning / Engineering, & Public Works will be present to discuss any grading activity issues regarding this project that may be conditional upon grading permitting. Please make sure that the following project representatives are invited to this meeting: a) Applicants (Chapala Partners LLC) b) contractor's Superintendent c) engineering / architecture Please contact me if you have any further questions prior to our PRE -CON meeting. Linda Garrick — Engineering Technician 229-4895 eroup%- 3 LB T Q= Engineering - Planning - Surveying - Urban Design - Landscape Architecture Offices located in Tucson, Phoenix, Las Vegas - E-mail tcson@wlbgroup.com 4444 East Broadway - Tucson, Arizona 85711 - (520) 881-7480 - FAX (520) 881-7492 Transmittal TO: Paul Keesler Town of Oro Valley 11,000 N. Canada Drive Oro Valley, AZ 85737 Subject: Chapala 3 & George 3 Date: May 22, 2006 Job No.: 105013-AO01-0500 We Transmit Herewith Under Separate Cover Via Courier Material Format Letter Memo Prints Sketch Disk Shop Drawing Clarification Drawing Modification Drawing Specifications Report Requested Action X For Your Approval For Your Signature Information Comments: Attached please find the fol Resubmit Requested X Your Review Please Comment Make Recommendation Issue Construction Order Check ■ One (1) completed Type 2 Grading Permit Application,G ■ Five (5) sets of bluelines of the Improvement Plank ✓✓ ■ One (1) set of Mylar of the Improvement Plans ✓ ■ One (1I Restoration Bond Estimate in the amount of $1.027 /Vt7 0_/1 0 n Thank You! Linda Thompson Copies To: David Little Signed: Sherry Palmer Received y-. , V22nioz Date: ' _ (fin 0v �0, V72. 0L( ir iluD p,� D OPINION OF PROBABLE CONSTRUCTION COST Project Title: Chapala 3 Page: 1 of 1 Job No.: 105013-A-001 Plan No Prepared by: GLG Date: 211312006 Subdivision / Location: Oro Valley Checked by: GLG Date: 2/13/2006 Type / Lots: Owner / Developer: Chapala Partners, LLC Item No. Item. Description Unit Quantity Unit Price Amount Location/Remarks Restoration Bond 1 H droseed SF 21,400 $ 0.04 $ 856 Subtotal $ 856 Contingency 20% $ 171 TOTAL $ 1,027 WA105013-A001 Chapala Rezoning\RestoraGon Bond Est FOR THE FIRST TWO YEARS: 1, PLANTS NOT SURVIVING SHALL BE REPLACED WITH EQUIVALENT SIZE AND SPECIES OR AS DIRECTED BY OWNER'S REPRESENTATIVE. 2. PLANT MATERIAL SHALL ONLY BE PRUNED TO CONTROL SIZE AND BE ALLOWED TO GROW IN ITS NATURAL GROWTH PATTERN, NOT BALLED. 3. INERT GROUNDCOVER SHALL BE REPLACED AS NEEDED DUE TO DISPLACEMENT OR EROSION. 4. MONTHLY MAINTENANCE SHALL BE PERFORMED TO KEEP LANDSCAPED AREAS FREE OF TRASH, WEEDS, DEBRIS AND DEAD PLANT MATERIAL. 5. REGULAR MONTHLY IRRIGATION CHECKS SHALL BE PERFORMED TO CHECK FOR AND/OR REPLACE LEAKY OR BROKEN PIPES, FITTINGS AND MALFUNCTIONING OR MISALIGNED HEADS, EMITTERS, AND BUBBLERS. SYMBOL---- EQUIPMENT PRODUCT SIZE WATER METER - POTABLE EXISTING TO REMAIN BACKFLOW PREVENTER EXISTING TO REMAIN 0 CONTROLLER EXISTING TO REMAIN o REMOTE CONTROL VALVE EXISTING TO REMAIN A-1, ASSEMBLY MASTER VALVE BRASS, RAINBIRD GB-R SIZE PER LINE FLOW METER BRASS, RAINMASTER SIZE PER LINE NOT SHOWN NOT SHOWN PRESSURE REGULATOR SENNINGER PMR AS REQD REMOTE CONTROL VALVE BRASS, RAINBIRD GB-R 1 it ASSEMBLY RAINBIRD BFF1 OOMPT, W/ 200 MATCH VALVES FILTER MESH FILTER W/ CV-100 CHECK VALVE (DOWN STREAM) ro QUICK COUPLER RAINBIRD SIZE PER LINE o 04 ISOLATION VALVE NIBCO T-1 13-IR SIZE PER LINE U EXISTING MAIN LINE PVC SCH 40 VARIES 0 EXISTING LATERAL LINE PVC SCH 40 VARIES on _J U) NEW LATERAL LINE PVC SCH 40 MATCH EXISTING 00 �O EXISTING SLEEVE PVC SCH 40 o NOT SHOWN EMITTER ASSEMBLY RAINBIRD 6 OUTLET MANIFOLD MULTI -PORT; (11 GPH & 2 GPH) EMT-6XERI C) 0 C) ?. OJ EXISTING END CAP ry N< CO 0 `a00 END CAP AUTOMATIC FLUSHING, COI`W*PRESSION END PLUG ,4 CQ is 0 C) D X ox PLANT LEGEND TREES TREES SYMBOL Botanical Name Quantity Size GPH SYMBOL Botanical Name Quantity Size GPH ('nmmnn Kl_qmia Common Name Parkinsonia microphylla Foothills Palo Verde Acacia salicinia Willow Acacia *1alo Blanco Chilopsis linearis )esert Willow Fraxin us velutina 'Fan -Tex Fan -Tex Ash fflnnln�� 911110�� R M r* 1E Existing Shrub 65 2 (Preserve In Place) SHRUBS SYMBOL Botanical Name Quantity Size GPH Common Name wool= Lyn um- dinommm 16 24" BOX 6 Sophora secundiflora 11 36" BOX 8 Texas Mt. Laurel 3 24" BOX 8 Existing Tree 233* 6 + (Preserve In Place) Existing Cactus 25 (Preserve In Place) SHRUBS SYMBOL Botanical Name Quantity Size GPH Common Name Buddleia marrubifolia 31 5 gal 2 Ruellia brittoniana 17 1 gal 2 Woolly butterfly bush Mexican barrio ruellia Calliandra californica 34 1 gal 1 0 Salvia Cievelandii 33 1 gal 2 Baja Fairy Duster Chaparral sage Caesalpinia pulcherrima 29 5 gal 2 Senecio cineraria 49 1 gal 2 Red bird of paradise Dusty miller Chrysactinia mexicana 30 1 gal 1 0 Tecoma stans 'Orange Jubilee' 9 5 gal 2 Damianita daisy Orange jubilee ordia parvifolia 29 5 gal 2 Zinnia acerosa 77 1 gal 1 Little -leaf Cordia Desert zinnia ACCENTS Dalea capildlet Golden dalea 23 1 gal I SYMBOL Dalea greggii 55 1 gal 1 Trailing Indigo Bush Dalea pulchra 15 gal 4 Bush dales A Dietes bicolor 69 1 gal 2 Fortnight lilly Erimophila maculata 'Valentine' 73 5 gal 2 Valentine Bush Eriogonum fasciculaturn 21 5 gal 1 A& Flattop buckwheat Euphorbia rigida 63 5 gal 2 Gopher plant Gazania rigens 100 1 gal 2 Clumping gazania Hymenoxys acaulis 80 1 gal 2 Angelita daisy Lantana montevidensis 'Alba' White lantana 105 1 gal 2 Lantana montevidensis 156 1 gal 2 Purple Trailing lantana Liriope muscari 116 1 gal 2 Blue lily turf Leucophylium zygophyllum 43 5 gal 1 Blue Ranger Mulhenbergia capillaris 130 1 gal 2 Pink mulhy Myrtus communis'compacta' 91 5 gal 2 Compact Roman myrtle Rosernarinus officinalis 'Prostratus' 7 1 gal 1 Trailing rosemary * NOTE: NOT ALL EXISTING PRESERVE IN PLACE SHRUBS AND,'OR CACTI ARE SHOWN, CONTRACTOR TO OBTAIN WRITTEN APPROVAL FROM OWNER'S REPRESENTATIVE PRIOR TO REMOVAL OF ANY EXISTING PLANT MATERIALS. Botanical Name Quantity Size GPH Common Name Agave gemniflora 93 5 gal 0.5Twin-flowered agave Agave victoriae-reginae 3 5 gal 0.5 Queen Victoria agave Asclepias subulata 41 5 gal 1 Desert milkweed Carnegiea gi . gantea 20 8' Min. 0.5 Saguaro Dasylirion longissima 20 5 gal 1 Toothless sotol Echinocactus grusonii 56 5 gal 0.5 Golden barrel cactus Fouquieria splendens 22 4'Ht., 6 0 Ocotillo Canes Min. Hesperaloe funifera 52 5 gal 1 Giant hesperaloe Hespera)ce nocturna 55 5 gal 1 Night -blooming hesperaloe Hesperaloe parviflora 55 5 gal 1 Red yucca Lophocereus schottii 'monstrosus' 22 5 gal 0 Totem pole cactus Opuntia ficus indica 31 5 gal 1 Indian fig Opuntia santa-rita 32 5 gal 0 Santa Rita Prickly Pear Cactus Pedilanthos macrocarpus 45 5 gal 1 Lady's slipper Yucca gloriasa 45 5 gal 1 Spanish dagger Decorative Boulders Catalina 200 2' size Surface Select, Refer to Detail 7 Sheet LS-6. NOT TO 5GAILE SYMBOL EQUIPMENT r.QUANTITY & REFLECTORE STELLATO (RS) (LOW VOLTAGE LANDSCAPE LIGHT) 54 VITE LUME (VL) (LOW VOLTAGE LANDSCAPE LIGHT) 6 POTENZA TRANSFORMER - 30OW PX300 3 POTENZA TRANSFORMER - 60OW PX600 2 NOTE: ELECTRICAL CONTRACTOR SHALL CONTACT LANDSCAPE ARCHITECT FOR LIGHTING LOCATIONS AND BEFORE WIRING IS, INSTALLED AND APPROVED. ylw"� WIN W_wiv NUMBER DESCRIPTION LS-0 Cover Sheet LS-1 - LS-5 Planting Plans LS-6 Planting Details LS-7 Add Alternate Details LS-8 - LS-12 Irrigation Plans LS-1 3 Irrigation Details LS-14 - LS-16 Sheet Notes -Call at 1"N t4 rt 16""ta am! va Lxt biia P.44 tw 140&- IiAka-A, (7Q2;,--qV4J*,) Nk an ffiakk�apa cuuiAy. jk,� Z _26SA100 49 0 Z EXISTING FENCE EXISTING TREE TO REMAIN, TYP. EXISTING ENTRY - MONUMENT EXISTING UTILITY BOXES REMOVE EXISTING - CASSIA, OLEANDER AND TRAILING ACACIA ALONG RANCHO VISTOSO BLVD., TYP. DECOM pSED GRAN ITIfii TO REMAIN `�N PLACE, TYP. R� ER TO LANDSC�4PE NOTES SHEET L§-14. �ep-[O liil me. Psi ��� 01 -•IN\„ YI EXISTING PARKING AREA EXISTING STRUCTURE EXISTING SCREEN WALL s V lWIA,•'(' ' ,HOLE Xt N1l S `uU!/y \ LE 3 ??S _ -- `paWiciNnO�C ' spurt/,. , , .s s z r0 o o Q HOLE 2 X t OL E 1 o 61 a ° 00 Q x _ f 1 , 0 HOLi 1) r HOLE-9 I i HOLE ct , - HOLE 9 _ .. x ' O*PK � - x A `� r v EXISTING LANTANA & AGAVE TO REMAIN IN PLACE r; 4 _ MATCHLINE SEE SHEET LS-2 } sE x I i- oO f a to -a..... r x r, - x t COMMUNITY- BUILDING / 4 EXISTING RECLAIMED WATER PUMP STATION PROPERTY LINE PROJECT LIMITS EXISTING PATH REMOVE EXISTING MEXICAN FAN PALMS, CASSIA, OLEANDER AND TRAILING ACACIA WITHIN MINIATURE GOLF COURSE AREA EXISTING DECOMPOSED GRANITE TO REMAIN IN PLACE, TYP. REFER TO LANDSCAPE NOTES SHEET LS-14. EXISTING RAMADA EXISTING GATHERING SPACE EXISTING LAWN SCALE 1" = 20'-0" 0 10' 20' 40' rbadt at least two full warking d s tJ t!) W Z_ i O �. C!) a' Vko CIO< v 0 Z O Q a) O 3 00 00 _0 LLJ L° o Y � Q a p W c N 0 U ® 04 N _ Of N _ o _>omo Q W W Ld LA Z z Q Q v) Q W F- O U) V) O Q z Z U)O hJ °' > a Z � O 0 Zn Z U) U F- Q a Z a < � 0- W U) 0- > .tom W U Z -j o < > Z Z O _ce 00 50732 REBECA V. FIELD s 03M PROJECT NO. 098213000 DRAWING NAME 213000LS.dwg Z O w LS _ OF 16 rl-; I _aA p _r 4 _" I w—r. 4 7t 71w _u 1 7 1-, _7 a—, r k �7 a days goo H-T x �o ma 241:qpat£ CLaani"ya (602) 263-1100 MATCHLINE SEE SHEET LS-1 Ld < EXISTING SIDEWALK } `; `°,may t/ l �` � 1 SCALE 1 20'-0" EXISTING TREE TO �, �`� -. ' REMAIN, TYP. 0 1020' 40' x f cio 0 f co 0tp , o COMMUNITY co 0 BUILDING EXISTING TREE TO Ij REMAIN, TYP. tff; ° g \` j , X o PROPERTY LINE Ile j he If co o- lp I EXISTING LIONS HEAD , A x 1i FOUNTAIN XN, PROJECT LIMITS ,, # Qf �;,'\/T EXISTING PARKING AREA 4j0Q U(D 7, 7� x ADD ALTERNATE #2. DECORATIVE BENCH, TYP. (1 OF 6), REFER TO DETAIL 6 SHEET REMOVE EXISTING - LS-7 7 LION'S AND TRAILING Ole SHEET LS 1 HEAD PLAZA ACACIA ALONG CASSIA, OLEANDER REFER TO DETAIL ENLARGEMENT OF RANCHO VISTOSO LION'S HEAD Co1v BLVD.FOUNTAIN AREA , TYP. 14 i! fl y -V I � I I I B U IL D I N G EXISTING ENTRY MONUMENTS . . . . . . . . . . . TO REMAIN IN LION'S COURTYARD TO x5� EXISTING AN AN PALMS EXISTING TREE IN* ACCENT HEAD FOUNTAIN AREA, REMAIN WALLS EXISTING DECOMPOSED 1F-L." -L-44 GRANITE TO REMAIN IN _­ 40p A PLACE, TYP, REFER TO LANDSCAPE NOTES NL SHEET LS-14. 0 0. x if fr x Z�z zi� 0 N-4, 0 (n A r-1 -, -Ap Aa t 17 2j, r 4-1 t li - AR . x X 1, �` j l � i � '� � � A/ if �40, .... ........ 2i ... ..... . EXISTING PARKING X� AREA,-, 411%r /Afl j�fj } 1� in 4 r.-i_-; x #4 X /41 Jr - COMMUNITY + BU 4 N, EXISTING SIDEWALK X ------ L-d AK J _4 N1, 0 ell A + S Y, __L V i_.T �1.F- Aw/ K A MATCHLINE SEE SHEET LS-3 --T A -4-i >Art - el EXISTING SWIMMING NJG POOL z X\ � N11 t4-T- MATCHLINE SEE SHEET LS-4 AIL v50732 - - REBECA V. FIELD CW51 3 V PROJECT NO. 098213000 DRAWING NAME 21300OLS.dwg z 0 I ■ W, xzmw��� f 11 OUMLC -/U -V 10' 20' 40' v. - 50732 REBECA V. � FIELD . 71RE§ 03/3,vp LS-3 OF 16 Is 0 z MATCHLINE SEE SHEET LS-1 m i 7 (D ry uj O O O GRANITE TO REMAIN IN PLACE, TYP. REFER TO LANDSCAPE NOTES SHEET LS-14. MATCHLINE SEE SHEET LS-5 GOLF COURSE OUTSIDE PROJECT BOUNDARY SCALE V = 20'-0" nOro---%MMWAI' 0 10' 20' 40' < Q:f CIA > M < Li z QQ < U C) Or_ A-- < o cf) 0 r) U C� I 09 50732 REBEC-A V. FIELD PROJECT NO. 098213000 LS-4 OF 16 gin z 0 CL a N 0 N N TYPICAL TREE PREPARED SOIL: THOROUGHLY TILLED OR LOOSENED CLEAN SITE SOIL. DECOMPOSED GRANITE PER PLANS SIDES OF PIT SHALL BE _ ROUGH AND SLOPING FINISH GRADE - 1=i I PLANT PIT - UNDISTURBED ° EDGE OF PAVING, MIN. 1" ABOVE TOP OF DG MIN, DISTANCE VARIES "D" REFER I TO NOTE 3 COMPACT SUBGRADE SITE SOIL I-III-III®III-III=I I IiI I I- TO 85% IF DISTURBED ROOT BALL SCARIFIED/ DISTURBED DRAINAGE CHIMNEY IF SOIL 5 x WIDTH OF REQUIRED ROOT BALL (MIN.) OR TO NOTES: EDGE OF PAVING 1. NO PLANTS SHALL BE PRUNED EXCEPT AT THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 2. STAKE TREE ONLY AS NEEDED PER DIRECTION OF OWNER'S REPRESENTATIVE. REFER TO TREE STAKING DETAIL 3. DEPTH (I'D") OF PLANT PIT TO BE EQUAL TO DEPTH OF ROOT BALL. 4. MULCH TO NOT TOUCH TRUNK OF TREE. TREE PLANTING DETAIL FINISH GRADE: PLANT DEPTH SHALL MATCH ORIGINAL PLANT DEPTH NATIVE SOIL HEIGHT VITH 6 ES 3/4" DIA. VINYL TWO-PLY FABRIC -BEARING HOSE TREE STAKE (TYP.) 5" MIN. KEEP ROUND TYPICAL TREE PRESSURE TREATED 2"x2" DOUGLAS FIR OR 2„ DIA. LODGEPOLE PINE STAKES; 8'-0" LONG; TWO (2) PER TREE PREPARED SOIL NTS ELEVATION COMPACT DISTURBED SOIL AROUND ROOT BALL a , ,OT BALL - 2" BASIN (TYP.) EMITTER DOWNHILL SIDE � Ifl 4 � 1-1 i I T j FINISH GRADE =_ =1►-��=�11m= - ROOTBALL =j 111 j� PREPARED BACKFILL ICI I I_ 6" MIN. NOTES: 1. LOCATE EMITTER UP SLOPE OF PLANT. 2. FINISH GRADE 3:1 SLOPE MAX. PLANTING ON SLOPES {3:1 MAX NTS NTS TREE TRUNK ALLOW ROOM TO MOVE FREELY TIE INSIDE - STAPLE WIRE TO STAKE DOUBLE -STRAND, 12-GAUGE GALVANIZED TIE WIRES (TYP.) SET TIE AT r APPROXIMATELY 1/2 HEIGHT OF TREE EQ 611 NATIVE SOIL NOTES: I MIN 1. NO PLANTS SHALL BE PRUNED EXCEPT AT THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 2. STAKE TREES ONLY AS NEEDED PER DIRECTION OF OWNER'S REPRESENTATIVE. 3. SET STAKES PARALLEL TO SIDEWALK AND PAVEMENT. TREE STAKING BARREL CACTUS PRICKLY PEAR TTI COMPACTED SUBGRADE 1T1,; PLANTING PIT NOTES: " 1. PLANT PIT TO BE 6" DEEPER THAN FREE EXTENSION OF ROOTS. 2. ROOT PRUNE ALL SHREDDED OR DAMAGED ROOTS. 3. CACTI: USE DRY SITE SOIL ONLY IN PIT - NO MULCH. 4. AT JOB SITE, DUST ENTIRE ROOT STRUCTURE WITH WETTABLE D'.,=STING SULPHUR (1.5# MIN.) AS PER INDUSTRY STANDARD. 5. PLANT ROOTS SHALL NOT BE ALLOWED TO DESICATE BEFORE PLANTING. 6. PLANTING DEPTH TO BE THAT AT WHICH PLANT WAS GROWN. 7. FOR SLOPE PLANTING IN BASINS, GRADE TO DRAIN. ATYPICAL DESERT PLANTING NTS DECOMPOSED GRANITE SURFACING, WHERE APPLICABLE SLOPE FINISH GRADE I ROOT�- I ( BALL _ NATIVE SOIL OR CLEAN SAND zo BACKFILL, AS SPECIFIED. DO III NOT INCLUDE MULCH, I- I_ THOROUGHLY INCORPORATE I - III O BACKFILL WATEIR SETTLE AND TAMP SOIL BELOW ROOT BALL. 18" MIN. UNDISTURBED SUBGRADE NOTES- 1. DO NOT CREATE A BASIN AT BASE OF PLANT. SLOPE BACKFILL AWAY FROM STEM. 2. SET STEM SUCCULENT SO THAT TOP OF ROOT BALL MATCHES ADJACENT GRADE. 3. THIS DETAIL APPLIES TO NURSERY GROWN STOCK OF THE GENERA AGAVE, DASYLIRION, AND HESPERALOE. SUCCULENT PLANTING C *BRANCHES OVERHANGING WALKWAYS TO BE TRIMMED TO 80" ABOVE FINISH GRADE, TYP. (DISTURBED SOIL >OT BARRIER (12" :EP, 10'-0" LONG) _..CKFILL AREA WITH PEA GRAVEL NOTES: 1. REFER TO OTHER DETAILS FOR PLANTING AND STAKING AS REQUIRED. TREE PLANTING AT SIDEWALK BOULDER FINISHED GRADE NTS NOTES: 1. BOULDER TO BE SET WITH MINIMUM 1/3 MASS BELOW FINISHED GRADE. 2. SUBGRADE TO BE COMPACTED TO 90% OR AS OTHERWISE INDICATED ON PLANS. 3. ALL BOULDERS 00 BE FROM SURFACE LOCATIONS, WEATHERED AND UNBROKEN, TYP. ADJACENT CURB AND PARKING FINISH GRADE 4:1 MAX. SLOPE 2" D. G. ADJACENT PAVING FINISH GRADE 4:1 MAX. SLOPE 2" D. G. SUBGRADE 11 FIN{SH GRADE AT CURB AND PAVING WITH DECOMPOSED GRANITE NTS PREPARED SOIL: THOROUGHLY TILLED OR LOOSENED CLEAN SITE SOIL. REFER TO SHEET NOTES LS-14. / FINISH GRADE SIDES OF PIT SHALL BE ROUGH ROOT BALL AND SLOPING. PLANT PIT MIN. 3X COMPACT DRAINAGE WIDTH OF ROOT BALL DISTURBED SOIL CHIMNEY IF OR TO EDGE OF UNDER ROOT REQUIRED PAVEMENT BALL NOTES: 1. NO PLANTS SHALL BE PRUNED EXCEPT AT THE DIRECTION OF THE OWNER'S REPRESENTATIVE. 2. MULCH TO NOT TOUCH TRUNK OF SHRUB. � SHRUB PLANTING NTS SAGUARO PLANTING NOTES: 1. ROOT PRUNE ALL SHREDDED OR DAMAGED ROOTS. 2. ENSURE ALL WOUNDS TO ROOT SYSTEM ARE CLEAN CUT BEFORE PLANTING. APPLY DUSTING SULFUR TO ALL AREAS BELOW GRADE, 3. PLANT PIT TO BE 6"MIN. WIDER THAN EXTENT OF SEVERED LATERAL ROOTS. 4. CUT THROUGH TAP ROOT TO PROVIDE FLAT BASE W/DIA. SUFFICIENT TO SUPPORT WEIGHT OF PLANT W/O SINKAGE. 5. BACKFILL PIT W/6" LAYERS OF RODDED, COMPACTED, DRY SITE SOIL. 6. PLANTING DEPTH TO BE AT DEPTH PLANT WAS ORIGINALLY GROWN OR SLIGHTLY DEEPER, BUT TAPERING OF THE ROOT COLLAR MUST BE VISIBLE. 7. ENSURE SURFACE WATER CAN NOT STAND AGAINST THE ROOT COLLAR. 8. ALL SAGUARO PLACEMENTS MUST MATCH ORIGINAL ORIENTATION W/ ORIGINAL NORTH SIDE FACING NORTH. NORTH SIDE OF PLANTS TO BE MARKED BY THE NURSERY. 9. SAGUARO ARE SPECIFIED BY HEIGHT. A VARIETY OF HEIGHTS MAY BE ACCEPTABLE PROVIDED THE AVERAGE IS NOT LESS THAN THAT SPECIFIED. 10_DO NOT WATER FOR THREE WEEKS FOLLOWING PLANTING. 3" MOUND FINISH GRADE BACKFILL W/DRY SITE SOIL ONLY UNDISTURBED SUBGRADE SAGUARO PLANTING NTS iJ cz t!) L .C13 O U z _ � rn r 0) o Q C5 -� o � V �.se ca ¢ a 40 z a O L7z _ O 3 00 _ 00 � � o 0 0 LL N --- - Y ¢ - � o O w c N p O U ry cv ? _ �_- N m w w z z ___j 0 U LEI ¢ ¢ C-0 ¢ w F U U w [if = Q v� cn o © 0 o r 50732 REBECA V. k FIELD 44 ' PROJECT NO. 098213000 DRAWING NAME 213000LS.dwg L S -- 6 OF 1 z 0 U5 > w 0 z W 0 N O a Q a -a v a U N .fa v w U) a, 3 0 0 0 rn N x o I �- 0� 3 a I �J ry 0a C)0 0rn cr) N U X 0 A %0 % o Itr) X Y V) LLJ �X FX LUMINAIRE PX TRANSFORMER SEE LIGHTING PLAN FOR WATTAGE AND LOCATION. LEAVE ADEQUATE AIR SPACE FOR COOLING 1 /4" FASTENER KEY HOLE - REQUIRED VENTILATION 7.50" 6.00" T T [YYl a Ln Z ~® '2 w w U ® X Lli W U U kN ® ;n o N O 0 t'in r- I A N I / � 1.63" -jF 1.63" PHOTO SENSOR 1" KNOCK OUT EACH SIDE BOTTOM ACCESS DOOR 5x 1/2" KNOCK OUTS TWO ON THE BACK TWO ON THE BOTTOM ONE ON THE SIDE FOR PHOTO SENSOR USE SUPPLIED HARDWARE FOR MOUNTING FRONT/SIDE/REAR/ELEVATIONS PX300 & PX600 TRANSFORMER FX LUMINAIRE STAINLESS STEEL POTENZA X TRANSFORMER. SEE LIGHTING PLAN FOR WATTAGE SIZE, SWITCHING TYPE. MOUNT BEHIND PLANT MATERIAL 1.25" OR FENCE TO OBSCURE A DIRECT VIEW OF THE POWERX — 1.25" TRANSFORMER. LOCATE AWAY FROM IRRIGATION HEADS. in UNIT HUMS _ DO NOT MOUNT ON BEDROOM WALLS - GFI PROTECTED 120VAC POWER WITH WATERPROOF COVER. ALL METAL PARTS MUST BE GROUNDED IN ACCORDANCE TO NEC GUIDELINES. _ FINISHED GRADE RUN LOW VOLTAGE CABLES IN 1.50" GRAY PVC CONDUIT --,,.",7 UNTIL THEY ARE 12" BELOW GRADED SURFACE NTS ADD ALTERNATE #1 Z N y FX LUMINAIRE STAINLESS STEEL POTENZA X TRANSFORMER. SEE LIGHTING PLAN FOR WATTAGE SIZE, SWITCHING TYPE. MOUNT BEHIND PLANT MATERIAL OR BOULDERS TO OBSCURE A - DIRECT VIEW OF THE POWERX TRANSFORMER. LOCATE AWAY FROM IRRIGATION HEADS. 4X4" REDWOOD POST MOUNTED IN ion A CONCRETE FOOTING. FX o Z ALL METAL PARTS MUST BE GROUNDED IN ACCORDANCE TO NEC GUIDELINES. ! I I a SECTION/ELEVATION 13n-rcnl'7A -rDAAICC:n0l1AC:0 ID WALL -MOUNT RUN LOW VOLTAGE CABLES IN 1.50" GRAY PVC CONDUIT UNTIL THEY ARE 12" BELOW GRADED SURFACE -- SECTION/ELEVATION GFI PROTECTED FX LUMINAIRE VITE LUME. HANG WITH PROVIDED CABLE TIE. 120V POWER CHINCH CABLE TIE LOOSE TO ALLOW TREE GROWTH. WITH WATERPROOF REPLACE CABLE TIE EACH TIME LAMP IS REPLACED. OUTLET COVER CABLE TIE ' j I TREE BRANCH m FX MAKE CONNECTION TO 9r 18 GAUGE MAINLINE ON THE BACK SIDE OF BRANCH OUT OF SIGHT li�'-ai t -1 1 ILI I I I I I SEE PLAN POTENZA TRANSFORMER (PX NTS � POSTMOUNT 6 1/4 [161] 1 3/4 [47] -- 1 1 /2 [361 FREESTANDING SURFACE EMBEDDED MOUNT ALUMINUM SEAT EXTRUSIONS 5 1/2 [1381 CAST ALUMINUM FRAME 2 1/2 [631 I 1 1 /2 [38] t 5 1 /4 [1311 SHIPPED WITH 1 1/2 [40] FREESTANDING GLIDES INSTALLED 5 3/4 [1461 LANDSCAPE FORMS OR APPROVED EQUAL - MELVILLE BACKED BENCH, 72" ALUMINUM 6 NTS ADD ALTERNATE #2 DUAL CONTACT FROSTED 20 WATT MAXIMUM HALOGEN LAMP SECTION/ELEVATION N rl'i USE SUPPLIED CABLE TIES AND WIRE NUTS �-- - 02. 00" -- —� THIS FIXTURE IS DESIGNED FOR DOWN LIGHTING ONLY. DO NOT USE IN AN UP LIGHT POSITION VITE LUME (VL NTs '\� TREEMOUNT FX LUMINAIRE REFLECTORE STELLATO FIXTURE. SEE PLAN LEGEND FOR WATTAGE, BEAM F,. y�,:;• -' SPREAD AND ACCESSORIES. AIM FIXTURE A MINIMUM OF 45' OFF VERTICAL TO ALLOW WATER AND DIRT TO DRAIN OFF LENS CAP. tk FX LUMINAIRE POSTMOUNT - GROUND STAKE. SEE PLAN FOR TOP COLOR. CAP 1 4 - 1/2" --- _), ABOVE GRADE t` USE CUSTOM SIZE PIPE - \~ SUPPLIED BY FX LUMINAIRE FINISHED GRADE LOW VOLTAGE CABLE WITH FX LITESPLICE. j I LEAVE 18" MIN. LOOP COILED BELOW FIXTURE FOR SERVICE. SECTION/ELEVATION REFLECTORE STELLATO (RS NTS POSTMOUNT Wl^�° c v v o 0 al LIN o 0 0 x� SCALE 1"=10'-0" 0 5' 10' 20' r� '7 7 LION'S HEAD FOUNTAIN PLANTING ENLARGEMENT 0 0 rr NTS NTS U vi -F—• C U p U z _ � a Cn Q I U � O (c) CIO Q o n z Q o X Z — 0 3 = o 00 I J J 0 o U- N Y Q o w p O N � U ® N F_ > _ < ll� N 0 > m p Q w w Li LLJ Z Z Q Q U) <W Iw � VV)) 0 0 U 0 0 0 o Z Q U) O EL > w Z >= _O— ~' 0 z 0 � � O o Q QQ a- W rr� vJ > < Z _j a V p Q > Z Z ON 00 2 50732 REBECA V. k FIELD PROJECT NO. 098213000 DRAWING NAME 213000LS.dwg LS--7 of 16 i u z O w e BOXESEXISTING UTILITY N 0 I T 0 W Q CV r 00 CJ O N O n- o c\l U x d � J (J) J a0 ;O >0 N x c 0) o C !L 00 O 3� o �I 000 0) O o rn r U X � K r Y • cn 61 3: cr- X 'RjotA me. Ns, ,rr 0ww'w r MATS LINE SEE SHEET L_S-- EXISTING RAMADA SCALE 1" = 20'-0" 0 10' 20' 40' e o � Q W W g WiW1 U U w < Q to Q w I— C) U W [if _ <C _.) V) ® Q U +rt 00 50732 REBE_CA V. k FIEL��D����- ic Fnecf� - p MATCHLINE SEE SHEET LS-8 LL �I Ld a 0 N L.L7 O U Q) Q) Li.l Cn d O C7 M N do UC) Q) aM O N U X J V) O >n C CV .6 X ca�g at &&% b-5i feel wgwkillg days yuu -1 1 jail, a w 4 �zN � k ""FX L:;Ct�.# i5F `a �v�.�5..�.�s�a3�`9 •��ds9 EXISTING ENTRY MONUMENTS EXISTING SIDEWAL 0 1 EXISTING SIDEWALK iJ ( 3 , A 1 p 1 � EXISTING LION'S HEAD` FOUNTAIN �. J a > EXISTING PARKING AREA aa. -f• COMMUNITY b 7 r p < , r ` ��.ti , - f ' � y t j � R; ,,�•-- j - ._ �\ 5 �t \ I f �\ 't �, r .~.� � a" =+ � �k • •� +Z � •a'' �,,�,0'� `'�y� a � \� `�•^,„//ffff 88 a, \` f -..•. �•'•� O• i v \ XIS I G LI 1,�1 S . ,,4 Ix `� _= ' tom,,,..•'? �°�'_ HEAL) P 41111 R" ffjj^^ l �,+f 1 1, 1 i pf u NU C r _ p ti t fro � EXISTING 7 / ACCENT' [ xw WALLS g t w : , J e ��{ �� �"r ._-•r."tea_- 4 ��t �? __ "i r ...._•,,,,.. ,t ' _ _ -_••"• : , .-.ti 1r •1 ,y. a , ; + f% W, gr✓ i i .,.e� /� \ E •r 'ar �a,< f (! \ r.+✓ ___._ - _1— t t. � - t � I' �•t. /`�.\ COMMUNIT _ BUILDI - PARKING ft �. '• F r EXISTING / ~`r y "Y F AREA , Ile —J j , - { " r•; t 0 . f ' Y. L /j�{� f `[:.�-' �•, y •\ f�•. _ - - i' , ��. Y,� , / war( , f 1Xki MATCHLINE SEE SHEET LS--10 MATCHLINE SEE SHEET LS--1 1 SCALE 1" = 20'-0"- 0 10' 20' 40' I i PROPERTY LINE I i PROJECT LIMITS t �+ S t i f r t I ) Ji. 1 1 .,EXISTING SWIMMING POOL V' 50732 ' =t REBECA V. FIELD PROJECT NO. 098213000 DRAWING NAME 2130001RR.dwg W Q m z O W cy 6 z 0) CK x CD 0 0 rlo C) w <0 Uo C4 U x C) 0 a 0 x MATCHLINE SEE SHEET LS-12 MATCHLINE SEE SHEET LS-9 n %JUMLC I - /-UI -VIt I VKo— M--%-m - m- u- 0 10' 20' 404 I I. O m m Icn 0 M < LLJ Ld Lli Li Z Z y -i -i U ��: c) < Q Fj-) < Li I-- 0 U Ld Cr- a_- < U3 in 0 (-) 01 1-50732 REBECA V. FIELD / PROJECT NO. 09821 3000 DRAWING NAME 213000IRR.dwg- 6i L.L LJ 3: (Y 0 x O CN CY 0 0 0 110 IOVJMVIMMMINM�-1441 MATCHLINE SEE SHEET LS-9 20'-0" 20' 40' < of C\4 0 m >- mj. M w LLI I -j < < to <t bi F-- 0 u < U) V) r-) 50732 REBECA V. � FIELD , b fk§ 031:3V I z 0 LAC Ir N r O N a N LL: O U N N W D CC ry O d Q N 0 0 U O I--,O N O Q D N U x U) on _J o O i d _O > r7 � N o x I X C :� 0 C �E ­ 0 a I �ry 00 O 0 0 O M �• N U X w EMISSION POINT (TYP.) PLANT ROOT BALL (TYP.) DISTRIBUTION TUBE MAX. RUN 15' (TYP.) MULTI -FORT EMITTER (TYP.) PLANT PIT (TYP.) • 4" MIN ./6" MAX. PVC UNION SCH. 80 FLOW FINISH GRADE-- \ PVC ELL-SXT PVC -PIPE BRICK UNDERNEATH \ EACH CORNER (TYP.) \ PVC FITTING - SXSXS PVC LATERAL - FROM RCV PVC EMITTER SUBLATERAL NOTES: 1. ALL PIPE SCH. 40 EXCEPT SCH. 80 UNIONS PRESSURE _ REGULATOR RISER E PVC ELL-SXT NTS GEOTEXTILE FABRICS " EMISSION POINT (TYP.) DISTRIBUTION TUBE (TYP.) TREE ROOTBALL - L � i i • r Job NTS ,1ITTER NTS :. w. • V : • - a... §. PVC UNION EACH SIDE PVC LATERAL \�s\�`�\i\�i,, r� / f\�,`�'i�\����\� OF VALVE BRICK, ONE AT EACH UNDISTURBED SUBGRADE CORNER (TYP.) SEAL OPENING AND 6" DEEP PEA GRAVEL BOTTOM WITH GEOTEXTILE FABRIC NOTES. 1. PROVIDE 2' FLEXIBLE HOSE WITH FILTER. INSTALL FILTER ON SIDE AT A SLIGHT DOWNWARD ANGLE. REMOTE COTROL VALVE WITH FILTER_ - NTS FINISHED GRADE CAP END OF PVC PIPE DURING CONSTRUCTION ` EXCEPT WHERE CONSTRAINED ' Tmin. * ` BY RIGHT-OF-WAY WRAP #12 GA. GALVANIZED WIRE AROUNG EACH END OF SLEEVE (10 WRAPS MIN.) AND TO SURFACE AS A LOCATION DEVICE. ATTACH TWO (2) 18" LENGTHS OF PINK SURVEY FLAGGING TO DAYLIGHT END OF WIRE. NATIVE M^, Co,^' 0 T 4" SCH. 40 PVC SLEEVES UNLESS OTHERWISE NOTED BACKFILL TO BE J /, SAND OR SITE SOIL 1 /2" MINUS NOTES: 2nd SLEEVE IS OPTIONAL, TO BE USED ONLY AFTER 1 st SLEEVE IS FULLY OCCUPIED. IRRIGATION I E SLEEVES DUST CAP 1 /2" PVC THREADED RISER PVC LATERAL 0" DEEP PEA GRAVEL SUMP • ilk NTS MULTI -OUTLET EMITTER WITH 1/2" FEMALE THREADED INLET • r • r r • LIN 00 -L�► �. i II • ! R is , - - � �. i � • M t li BACKFILL (TYP.) • NTS L � L :• I r • � r r NTS 1" QUICK COUPLING VALVE 30" #5 REBAR (12" MIN. INTO UNDISTURBED SOIL) TO HOLD COUPLER IN PLACE. W/ (2) STAINLESS STEEL CLAMPS - --RE: BRASS 6" NIPPLE I ( SEAL ALL OPENINGS AND BOTTOM WITH GEOTEXTILE FABRIC 3/4" CRUSHED GRAVEL, 6" DEEP PREMANUFACTURED SWING JOINT, SEE SPECS PVC MAIN LINE SCH. 80 PVC TEE SST FOR MAINLINES 2" OR SMALLER, DUCTILE IRON OR SADDLE TEE PER TUCSON WATER SPECS r�� NTS cli co r cv) °' ~ d i v Co d � 0 o z d � (if O 3 r 'n 00 ._J 0 0 -- - - 4 Lj O 0 N O U N i� > w CIA 0 IS Z > m d W z z Li! d d to <L w v v w rr = < f s 50732 REBECA V. k FIELD r LS --1 301 16 Z 0 V) W Y C�LLJ a 8 Ga X N 0 N 0 >, d w Q a N 0 Q U CIL 0 U �o J (/J J U O O 0 C N .6 x WORK INCLUDED THE WORK TO BE PERFORMED UNDER THIS CONTRACT SHALL CONSIST OF FURNISHING ALL LABOR, MATERIALS, TOOLS, MACHINERY AND EQUIPMENT NECESSARY TO COMPLETE THE LANDSCAPE PLAN AS FOLLOWS: 1. INSTALL BOULDERS AND AGGREGATE MULCH AS SPECIFIED OR INDICATED ON PLAN. 2. INSTALL IRRIGATION COMPONENTS PER PLANS AND DETAILS. 3. PLANT TREES, SHRUBS AND CACTI AS OUTLINED ON THE PLANTING PLAN, 4. INSTALL LOW VOLTAGE LIGHTING COMPONENTS PER PLANS AND DETAILS. LANDSCAPE NOTES 1. BEFORE SUBMITTING BID, EXAMINE THE SITE AND THE CONDITIONS THEREOF. 2. PROTECT THIS WORK, THE OWNER'S PROPERTY, AND ADJACENT PROPERTIES FROM DAMAGE AS A RESULT OF THIS WORK. 3. PRIOR TO COMMENCING WORK ON THE PROJECT, ARRANGE AN ON -SITE CONFERENCE WITH OWNER, OR HIS DULY APPOINTED REPRESENTATIVE. 4. REMOVE EXISTING CASSIA SPP., ACACIA REDOLENS, NERIUM OLEANDER, AND WASHINGTONIA ROBUSTA UNLESS OTHERWISE NOTED. RECEIVE WRITTEN APPROVAL FROM OWNER'S REPRESENTATIVE PRIOR TO REMOVAL OF ANY EXISTING PLANT MATERIALS. 5. CONTRACTOR SHALL TRANSPLANT PARKINSONIA MICROPHYLLA THAT HAVE RECENTLY BEEN PLANTED IN PARKING AREAS PER DIRECTION OF OWNER'S REPRESENTATIVE. 6. APPLY AND PAY FOR ALL PERMITS REQUIRED FOR THIS PORTION OF THIS WORK INCLUDING INSPECTION OF EXISTING BACKFLOW PREVENTERS. 7. SUBMIT MANUFACTURERS OR VENDORS CERTIFIED ANALYSIS FOR SOIL AMENDMENTS AND FERTILIZER MATERIALS. SUBMIT OTHER DATA OR CUT SHEETS SUBSTANTIATING THAT MATERIALS COMPLY WITH SPECIFIED REQUIREMENTS. CERTIFICATES ARE REQUIRED TO DETERMINE THE QUANTITY OF ALL SPECIFIED SOIL AMENDMENTS. 8. DURING INSTALLATION, IF IT IS FOUND THAT THE SITE VARIES FROM THE DRAWINGS NOTIFY THE OWNER'S REPRESENTATIVE BEFORE CONTINUING THE WORK. 9. PRIOR TO CUTTING INTO THE SOIL, THE LANDSCAPE CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES AND TAKE PROPER PRECAUTIONS NOT TO DISTURB THEM. ANY DAMAGE TO UNDERGROUND UTILITIES OR STRUCTURES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 10. LAYOUT LOCATIONS OF PLANT MATERIAL AND BOULDERS WITH PAINT, FLAGGING OR STAKES. EACH STAKE SHALL BE CLEARLY CODED TO INDICATE THE TYPE AND SIZE OF PLANT TO BE INSTALLED. COORDINATE WITH OWNER'S REPRESENTATIVE TO ASSURE APPROPRIATE LOCATION, NO PLANT MATERIAL SHALL BE INSTALLED UNTIL ALL LOCATIONS ARE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVE. 11. PLANTS SHALL BE NURSERY GROWN, WELL BRANCHED, VIGOROUS, SYMMETRICAL AND FREE OF INSECTS, PESTS AND DISEASES. THEY SHALL CONFORM IN QUALITY AND SIZE TO THE AMERICAN STANDARDS FOR NURSERY STOCK AND THE ARIZONA NURSERY ASSOCIATION GROWERS COMMITTEE RECOMMENDED TREE SPECIFICATIONS. PROVIDE PROTECTIVE COVERS TO PLANT LIFE AND TREES DURING DELIVERY. PROTECT FROM WEATHER AND MECHANICAL DAMAGE AND KEEP ROOTS MOIST. ALL PLANTS SHALL BE APPROVED BEFORE INSTALLATION. IRRIGATION SHALL BE FULLY FUNCTIONING AND APPROVED BEFORE ANY PLANT MATERIAL IS INSTALLED. 12. BOX TREES MAY BE FIELD GROWN. ALL BOX TREES SHALL BE APPROVED AT NURSERY BEFORE TRANSPORT TO PROJECT. CONTRACTOR SHALL GIVE 3 DAYS MINIMUM NOTICE FOR NURSERY INSPECTION. 13. ORGANIC SOIL CONDITIONER: WELL -COMPOSTED FIR AND PINE BARK MULCH FREE OF STONES; STICKS, SOIL AND TOXIC SUBSTANCES HARMFUL TO PLANTS. THE SOIL CONDITIONER IS TO BE HYGROSCOPIC AND NITROGEN STABILIZED WITH 1.0 PERCENT NITROGEN. PH TO BE BETWEEN 5.0 AND 6.0 AND TOTAL SOLUBLE SALTS LESS THAN 1,000 PARTS PER MILLION. SOIL CONDITIONER SHALL BE SCREENED AND SHALL HAVE THE FOLLOWING APPROXIMATE SIEVE ANALYSIS: 5/8" - 100% 1 /2" - 95% 1 /4" - 80% 1/8" - 60% 14, HOLES FOR PLANTS SHALL BE AS SHOWN ON DETAILS. ROOT BALLS SHALL REST ON UNDISTURBED SOIL. PLANTS SHALL BE SET PLUMB AND STRAIGHT. 15. PLANTING HOLES IN CALICHE SHALL BE OF SUFFICIENT DEPTH TO DRAIN AT A RATE OF 6" PER 2 HOURS. 16. PREPARED SOIL: EXCEPT AS NOTED, BACKFILL MIX FOR PLANT PITS SHALL CONSIST OF 70% SITE SOIL FREE OF ALL DELETERIOUS SUBSTANCES AND ROCKS OVER ONE INCH DIAMETER, 15% ORGANIC SOIL CONDITIONER AND 15% CLEAN SAND. ADDITIONALLY, 6 POUNDS OF AGRICULTURAL GYPSUM AND 1 POUND OF POWDERED SOIL SULFUR SHALL BE ADDED FOR EACH CUBIC YARD OF BACKFILL MIX. SOIL SULFUR SHALL BE 85-95 PERCENT PURE SOIL SULFUR. 17. FERTILIZER: SLOW RELEASE TABLETS, AGRIFORM 20-10-5 SLOW RELEASE, 21 GRAM TABLETS OR APPROVED EQUAL, FOR TREES AND SHRUBS. IT SHALL BE DELIVERED TO THE SITE IN CONTAINERS, EACH FULLY LABELED AND BEARING THE NAME OR TRADEMARK AND WARRANTY OF THE PRODUCER. 18. BACKFILL SHALL BE WELL WORKED ABOUT THE ROOTS AND SETTLED BY WATERING AND TAMPING AND SHALL PROVIDE THE REQUIRED DEPTH AS SHOWN FOR WATERING BASINS. 19. FINISHED GRADES FOR ALL LANDSCAPE AREAS SHALL BE 1" BELOW SIDEWALK OR CURB TO PREVENT SOIL FROM WASHING ONTO HARDSCAPE. PLANTING AREAS SHALL SLOPE AWAY FROM ALL STRUCTURES AT 5%. 20. EACH DAY, KEEP PROJECT AREA CLEAN AND NEAT. UPON COMPLETION OF THE WORK, REMOVE ALL EXCESS MATERIAL, EQUIPMENT AND WASTE TO THE SATISFACTION OF THE OWNER. 21. WARRANT THAT ALL PLANTS WILL BE ALIVE AND IN GOOD HEALTH FOR A PERIOD OF ONE CALENDAR YEAR AFTER ACCEPTANCE EXCEPT FOR DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR ACTS OF GOD. 22. BEFORE PROJECT ACCEPTANCE AND START OF MAINTENANCE PERIOD, CONTRACTOR SHALL REMOVE AND REPLACE DEAD, OR UNHEALTHY TREES, SHRUBS OR OTHER PLANTS OR THOSE THAT LOSE ORIGINAL FORM AND SIZE DURING WARRANTY PERIOD WITH MATERIAL EQUAL TO THAT SPECIFIED. REPLACE ANY MATERIAL WHICH DOES NOT MEET REQUIREMENTS WITHIN FIFTEEN DAYS OF NOTIFICATION. PLATING EARTHWORK AND HARDSCAPE REQUIREMENTS 1. ALL BOULDERS SHALL BE INSTALLED PER PLAN DETAILS, ',a OF SMALLEST DIMENSION SHALL BE BURIED. NO EXCEPTIONS_ . SAMPLE INSTALLATION MUST BE APPROVED BY LANDSCAPE ARCHITECT. 2. EXISTING DECOMPOSED GRANITE TO REMAIN IN PLACE. IN AREAS WITH LESS THAN 2" OF EXISTING DECOMPOSED GRANITE, INSTALL NEW DECOMPOSED GRANITE MULCH TO ACHIEVE A 2" DEPTH. SIZE AND COLOR TO MATCH EXISTING. MAINTENANCE REQUIREMENTS 1. WHEN THE OWNER'S REPRESENTATIVE DETERMINES THE WORK TO BE SUBSTANTIALLY COMPLETE IN ACCORDANCE WITH THE CONDITIONS OF THE CONTRACT, HE WILL ADVISE THE CONTRACTOR IN WRITING, THAT THE MAINTENANCE IS TO BEGIN. 2. OPERATING AND MAINTENANCE INSTRUCTIONS: AT THE COMPLETION OF THE WORK, AND BEGINNING OF MAINTENANCE PERIOD, CONTRACTOR TO PREPARE AND SUBMIT COMPLETE OPERATING AND MAINTENANCE INSTRUCTIONS FOR THE IRRIGATION SYSTEM. DATA SHALL BE TYPEWRITTEN AND ENCLOSED IN A SUITABLE FOLDER AND SUBMITTED TO THE OWNER FOR APPROVAL. ALL INFORMATION NEEDED TO PROPERLY OPERATE AND MAINTAIN ALL ITEMS, INCLUDING SCHEDULING INFORMATION, PARTS LISTS, ETC. WILL BE PART OF THE INSTRUCTIONS. LANDSCAPE ARCHITECT SHALL VERIFY COMPONENTS ON SITE. 3. SUBMIT MAINTENANCE SCHEDULE TO OWNER'S REPRESENTATIVE FOR APPROVAL. MAINTENANCE SHALL BE PROVIDED ON A WEEKLY BASIS. OWNER'S REPRESENTATIVE SHALL BE PRESENT FOR WALK THROUGHS ON A MONTHLY BASIS. A PUNCH LIST OF ITEMS REQUIRING ATTENTION SHALL BE PROVIDED. DURING THE FOLLOWING MONTH'S WALK THROUGH, IF THE OWNER'S REPRESENTATIVE DEEMS THE CONTRACTOR IS NOT PREPARED, THE MAINTENANCE PERIOD SHALL BE EXTENDED FOR THE DURATION EQUAL TO THE TIME TAKEN BY THE CONTRACTOR TO COMPLETE THE PUNCH LIST. 4. MAINTENANCE PERIOD TO LAST FOR ONE YEAR FROM DATE OF ACCEPTANCE BUT MAY BE EXTENDED IF THE PROJECT IS NOT BEING ADEQUATELY MAINTAINED IN THE OPINION OF THE OWNER'S REPRESENTATI`O". AT THE END OF THIS PERIOD, ALL PLANT MATERIAL SHALL BE IN A HEALTHY GROWING CONDITION OR IT SHALL BE REPLACED. 5. MAINTAIN IRRIGATION SYSTEM IN OPERATING CONDITION DURING MAINTENANCE PERIOD. MAINTAIN ALL SYSTEM COMPONENTS AND ASSURE PROPER WATERING AND FULL COVERAGE FOR ALL PLANTS. REPAIR ANY LEAKS AND REPLACE ANY DEFECTIVE COMPONENTS. ADJUST WATERING SCHEDULE AS NEEDED. 6. DURING THE LANDSCAPE MAINTENANCE PERIOD THE CONTRACTOR SHALL ALSO BE REQUIRED TO PERFORM THE FOLLOWING WORK ON A WEEKLY BASIS: - CULTIVATE, STRAIGHTEN AND PRUNE TREES AS DIRECTED BY OWNER'S REPRESENTATIVE. - FEED SHRUBS AND TREES, PROVIDE WEED AND INSECT CONTROL. - APPLY THREE (3) APPLICATIONS OF PRE -EMERGENT TO ALL DECORATIVE ROCK MULCH AREAS: ONE APPLICATION IN FEBRUARY AND ONE IN OCTOBER OR AT TIMES DIRECTED BY OWNER'S REPRESENTATIVE. - REMOVE ALL TRASH AND DEBRIS IN AREAS OF CONTRACT. 7. CONTRACTOR SHALL REQUEST IN WRITING, A FINAL INSPECTION AT THE COMPLETION OF THE MAINTENANCE PERIOD. IF THE OWNER'S REPRESENTATIVE DETERMINES THE WORK IS SATISFACTORY, THE MAINTENANCE PERIOD WILL END ON THE DATE OF THE FINAL INSPECTION. IF THE WORK IS UNSATISFACTORY, THE MAINTENANCE PERIOD WILL BE EXTENDED AT THE CONTRACTOR'S EXPENSE, UNTIL SUCH TIME AS ALL CORRECTIONS ARE MADE AND THE WORK IS INSPEC-ED AND APPROVED BY THE OWNER'S REPRESENTATIVE. RETENTION WILL NOT BE RELEASED UNTIL FINAL INSPECTION IS MADE AND APPROVAL IS ISSUED BY THE OWNER'S REPRESENTATIVE. 8. CONTRACTOR SHALL SUBMIT 2 COPIES OF TYPEWRITTEN INSTRUCTIONS AS REFERENCED ABOVE, PRIOR TO EXPIRATION OF MAINTENANCE PERIOD, RECOMMENDING PROCEDURES TO BE FOLLOWED BY THE OWNER FOR MAINTENANCE OF LANDSCAPE WORK FOR ONE FULL YEAR, IRRIGATION NOTES CONDITIONS / DRAWINGS: 1. THE IRRIGATION SYSTEM IS DESIGNED TO PROVIDE WATER TO NEW LANDSCAPE IMPROVEMENTS SHOWN ON THE PLANS. EXISTING IRRIGATION EQUIPMENT INCLUDING MAINLINES, BUBBLERS, SPRAY HEADS, ETC. SHALL REMAIN IN PLACE AND FUNCTIONAL AS INDICATED. INSTALL NEW REMOTE CONTROL VALVES, LATERAL LINES, QUICK COUPLERS, MASTER VALVE, FLOW SENSOR AND ISOLATION VALVES AS INDICATED ON PLANS. MAKE NECESSARY RECONNECTIONS TO RESUME IRRIGATION. PROVIDE TEMPORARY IRRIGATION TO EXISTING PLANTS TO ENSURE THEIR SURVIVAL DURING CONSTRUCTION ACTIVITIES. 2. THE IRRIGATION SYSTEM IS DESIGNED BASED ON THE AS -BUILT PLAN PROVIDED BY OWNER AND A SITE VISIT IDENTIFYING ABOVE SURFACE EQUIPMENT, THIS DESIGN IS PRELIMINARY IN NATURE AND IS SUBJECT TO CHANGE BASED ON INFORMATION AND CALCULATIONS TO BE ACQUIRED DURING AN OFFICIAL_ IRRIGATION AUDIT. 3. AN OFFICIAL IRRIGATION AUDIT WILL NEED TO BE COMPLETED TO BETTER CONFIRM THE FINAL DESIGN AND PLAN FOR THE WATERING SCHEDULE AND IRRIGATION CONTROLLER SEQUENCING FOR ENTIRE SITE. COORDINATE WITH SUN CITY VISTOSO MAINTENANCE STAFF. 4. IRRIGATION SYSTEM SHALL BE COMPLETE AND OPERATIONAL BEFORE ANY PLANTS ARE INSTALLED. OWNER'S REPRESENTATIVE SHALL BE NOTIFIED IN WRITING OF ANY CIRCUMSTANCES THAT HINDER THIS POLICY IN ANY WAY. IF SUCH A CIRCUMSTANCE OCCURS, CONTRACTOR TO BE RESPONSIBLE FOR WATERING PLANT MATERIALS INSTALLED PRIOR TO COMPLETION OF THE IRRIGATION SYSTEM. ANY LOSS OF PLANTS SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. 5. CONTRACTOR'S SUPERINTENDENT: THE IRRIGATION CONTRACTOR'S SUPERINTENDENT SHALL BE SATISFACTORY TO THE OWNER'S REPRESENTATIVE. THE CONTRACTOR'S SUPERINTENDENT SHALL:.. NOT BE CHANGED, EXCEPT WITH THE CONSENT OF THE OWNER'S REPRESENTATIVE. THE CONTRACTOR'S SUPERINTENDENT SHALL BE AUTHORIZED TO REPRESENT THE CONTRACTOR TO PROVIDE IMMEDIATE CORRECTION OF INADEQUATE WORK. 6. EXAMINATION OF THE DRAWINGS AND PREMISES: BEFORE SUBMITTING A BID, THE: CONTRACTOR SHALL CAREFULLY STUDY THE DRAWINGS AND SHALL MAKE A CAREFUL EXAMINATION OF THE PREMISES AND ANY EXISTING WORK. HE SHALL DEFINITELY DETERMINE IN ADVANCE THE METHODS OF INSTALLING AND CONNECTING THE SYSTEM, THE MEANS TO BE PROVIDED FOR GETTING THE EQUIPMENT INTO PLACE, AND SHALL MAKE HIMSELF THOROUGHLY FAMILIAR WITH ALL OF THE REQUIREMENTS OF THE CONTRACT. BY THE ACT OF SUBMITTING A PROPOSAL FOR THE WORK INCLUDED IN THE CONTRACT, THE CONTRACTOR SHA-1. BE DEEMED TO HAVE MADE SUCH A STUDY AND EXAMINATION, AND TO BE FAMILIAR WITH AND ACCEPT ALL CONDITIONS OF THE SITE. 7. DRAWING IS SCHEMATIC. LOCATE COMPONENTS IN NON -PAVED AREAS UNLESS SLEEVING TO ACCESS ANOTHER AREA. ALL PLANTS SHALL BE IRRIGATED. 8. IRRIGATION CONTRACTOR SHALL VERIFY WATER PRESSURE ON -SITE PRIOR TO 1EGINNING WORK. IF INSUFFICIENT PRESSURE AND / OR VOLUME ARE ENCOUNTERED NOTIFY OWNER'S REPRESENTATIVE IMMEDIATELY. 9. EXISTING UTILITIES: LOCATIONS AND ELEVATIONS: THE CONTRACTOR SHALL EXAMINE THE SITE AND VERIFY TO HIS OWN SATISFACTION THE LOCATIONS AND ELEVATIONS OF ALL UTILITIES AND "TFIEIR RELATION TO THE WORK. THE SUBMISSION OF BIDS SHALL BE DEEMED AS EVIDENCE THEREOF. THE CONTRACTOR SHALL REPAIR AT HIS OWN EXPENSE, AND TO THE SATISFACTION OF THE OWNER'S REPRESENTATIVE, DAMAGE- TO ANY UTILITY SHOWN OR NOT SHOWN ON THE PLANS. SHOULD UTILITIES NOT SHOWN ON THE PLANS BE FOUND DURING EXCAVATIONS. CONTRACTOR SHALL PROMPTLY NOTIFY THE OWNER'S REPRESENTATIVE FOR INSTRUCTIONS AS TO FURTHER ACTION. CONTRACTOR SHALL MAKE NECESSARY ADJUSTMENTS IN THE LAYOUT A!� MAY BE REQUIRED TO PROVIDE COMPLETE COVERAGE TO ALL PLANT MATERIALS. 10. SUBSTITUTION OF MATERIALS SPECIFIED WITHOUT PRIOR PERMISSION OF THE OWNER'S REPRESENTATIVE WILL NOT BE ACCEPTED AND ANY UNAPPROVED MATERIALS SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE. 11. SLEEVING NOTES: ALL IRRIGATION PIPING UNDER VEHICULAR PAVING, WALLS AND ANY HARDSCAPE ELEMENTS SHALL BE PLACED IN SLEEVES. EXTEND ALL SLEEVES ONE FOOT INTO EACH PLANTING AREA. ALL SLEEVES SHALL BE CAPPED AND KEPT CLEAR OF DIRT AND DEBRIS IF PLACED BEFORE SYSTEM INSTALLATION. SLEEVES SHALL BE SCH. 40 PVC, ALL JOINTS TO BE SOLVENT WELDED. IT IS POSSIBLE THAT NOT ALL REQUIRED SLEEVES ARE SHOWN ON THE DRAWINGS. PROVIDE SLEEVES AS SHOWN AND AS REQUIRED. ALL MAINLINE, SUBMAIN, LATERAL LINES, AND ONTROL_WIRES-SHALL BE IN SLEEVES UNDER ALL PAVED SURFACES. MINIMUM SIZE SHALL BE TWO TIMES THE TOTAL DIAMETER OF THE ENCLOSED PIPE BEING SLEEVED OR 4" MINIMUM. 12. SUBMITTALS: THE CONTRACTOR SHALL SUBMIT TO THE OWNER THREE (3) COPIES OF SHOP DRAWINGS OR MANUFACTURER'S "CUT SHEET" FOR EACH TYPE OF PIPE, FITTINGS AND ALL OTHER TYPES OF FIXTURES AND EQUIPMENT WHICH HE/SHE PROPOSES TO INSTALL ON THE JOB. THE SUBMITTAL ]ALL INCLUDE THE MANUFACTURER'S NAME, MODEL NUMBER, EQUIPMENT CAPACITY AND MANUFACTURER'S INSTALLATION RECOMMENDATION, IF APPLICABLE, FOR EACH PROPOSED ITEM. 13. THE CONTRACTOR SHALL GIVE ALL NECESSARY NOTICES, OBTAIN ALL PERMITS AND PAY ALL COSTS IN CONNECTION WITH HIS WORK; FILE WITH ALL GOVERNMENTAL DEPARTMENTS HAVING JURISDICTION; OBTAIN ALL REQUIRED CERTIFICATES OF INSPECTION FOR HIS WORK AND DELIVER TO THE OWNER'S REPRESENTATIVE BEFORE REQUEST OF ACCEPTANCE AND FINAL PAYMENT FOR THE WORK. THE CONTRACTOR SHALL COMPLY WITH ALL LAWS, RULES AND REGULATIONS OF ALL AUTHORITIES HAVING JURISDICTION OVER THE PREMISES. 14. CONTRACTOR SHALL FURNISH AND INSTALL MATERIAL AND EQUIPMENT PERTAINING TO THE IRRIGATION SYSTEM HEREIN SPECIFIED OR SHOWN ON THE DRAWINGS. THIS SHALL INCLUDE ALL ITEMS OF A MINOR NATURE NECESSARY TO COMPLETE THE INSTALLATION AND USUALLY INCLUDED IN SIMILAR WORK. CONSTRUCTION: 15. BURIAL OF PIPE SHALL BE AS FOLLOWS: MAIN LINE - 30" UNDER PAVEMENT, 24" WHERE NOT UNDER PAVEMENT SUBMAIN - 18" (PIPE FROM VALVE TO PRESSURE REDUCER) EMITTER LATERAL - 12" CONTROL WIRES - 8" ry n Q w Q m z U v� w m 0 z U 4D cz o v .o z _ cn Q Q � G - E o 7� {Li Q � z � O Q w rn z O - 3 - Ln = o 00 > w J -4. L.- O o c O LL N � o w o 0 0 � ® N U FD m= >- c\1 � � C) m o a w z z w JLd --i Q Q CD S uo- Q U w w c, o w m = Q (n (n Q C) o L__� 0 W In 0 z Q W O I_ > cr- O F_ H z Z� /'►/ U) O U F_._ Q Q -E z < F- Q_ W W )- Q_ > Li v z --� p Q > �-'- Q z O J D Q " 50732 REBECA V, FIELD ./ q� �/3V20 PROJECT NO. 098213000 DRAWING NAME 2130001-S.dwy LS -1 40F 16 16. EXCAVATION AND BACKFILLING: IF THE BOTTOM OF A PIPE TRENCH EXCAVATION IS FOUND TO CONSIST OF 24. RECORD DRAWINGS: ROCK, CALICHE, OR ANY OTHER MATERIAL THAT, BY REASON OF ITS HARDNESS, CAN NOT BE EXCAVATED TO GIVE A UNIFORM BEARING SURFACE, RECORD DIMENSIONED LOCATIONS AND DEPTHS FOR EACH OF THE FOLLOWING: SAID ROCK OR OTHER MATERIAL SHALL BE REMOVED FOR AT LEAST THREE (3) - IRRIGATION LINE ROUTING (PROVIDE ONS EACH 50 LINEAL INCHES BELOW THE SPECIFIED TRENCH DEPTH, AND BE REFILLED TO FOOT AND ONE (MAXIMUM) ALONG EACHDIMENSIROUTING, AFORND FOR EACH CHANGE IN SPECIFIED TRENCH DEPTH WITH SAND OR SIMILAR MATERIAL THOROUGHLY DIRECTION). TAMPENED INTO PLACE. THE TRENCHES SHALL NOT BE BACKFILLED UNTIL ALL REQUIRED TESTS ARE PERFORMED. SLEEVES UNDER PAVING EMITTER HEADER, LATERALS AND FLUSH VALVES TRENCHES SHALL BE CAREFULLY BACKFILLED IN 6" LIFTS WITH THE EXCAVATED MATERIALS APPROVED FOR OTHER RELATED ITEMS AS MAY BE DIRECTED BY THE OWNER'S REPRESENTATIVE BACKFILLING, CONSISTING OF EARTH, LOAM, SANDY CLAY, SAND, OR OTHER APPROVED MATERIALS, FREE FROM CLODS OF EARTH OR STONES LARGER LOCATE ALL DIMENSIONS FROM TWO PERMANENT POINTS (BUILDINGS, MONUMENTS, SIDEWALKS, CURBS OR PAVEMENTS). THAN ONE (1) INCH IN DIAMETER. BACKFILL SHALL BE MECHANICALLY - RECORD ALL CHANGES WHICH ARE MADE FROM THE CONTRACT DRAWINGS, COMPACTED IN LANDSCAPED AREAS TO A DRY DENSITY EQUAL TO ADJACENT - RECORD ALL REQUIRED INFORMATION ON A SET OF BLACK LINE PRINTS OF THE UNDISTURBED SOIL IN PLANTING AREAS. BACKFILL WILL CONFORM TO DRAWINGS. DO NOT USE THESE PRINTS FOR ANY OTHER PURPOSE. ADJACENT GRADES WITHOUT DIPS, SUNKEN AREAS, HUMPS OR OTHER - MAINTAIN INFORMATION DAILY. KEEP DRAWINGS AT THE SITE AT ALL TIMES AND SURFACE IRREGULARITIES. BACKFILLING SHALL NOT BE PERFORMED WHILE AVAILABLE FOR REVIEW BY THE OWNER'S REPRESENTATIVE. TRENCHES OR BACKFILL MATERIAL IS IN A WET OR MUDDY CONDITION. - WHEN RECORD DRAWINGS HAVE BEEN APPROVED BY THE OWNER'S REPRESENTATIVE, TRANSFER ALL INFORMATION TO A SET OF REPRODUCIBLE MYLARS 17. FINE GRANULAR MATERIAL BACKFILL WILL BE INITIALLY PLACED ON ALL USING PERMANENT INDIA INK. LINES TO A DEPTH OF 3". NO FOREIGN MATTER LARGER THAN 1" IN SIZE WILL - CHANGES USING BALL POINT PEN ARE NOT ACCEPTABLE. MARK DIMENSIONS ACCURATELY AT THE SAME SCALE USED ON ORIGINAL DRAWINGS OR LARGER. IF BE PERMITTED IN THE INITIAL BACKFILL. PHOTO REDUCTION IS REQUIRED TO FACILITATE CONTROLLER CHART HOUSING, 18. FLOODING OF TRENCHES WILL BE PERMITTED ONLY WITH APPROVAL OF NOTES OR DIMENSIONS MUST BE MINIMUM OF 1/4 INCH IN SIZE. THE OWNER'S REPRESENTATIVE. IF SETTLEMENT OCCURS AND SUBSEQUENT - REPRODUCIBLE MYLARS WILL BE FURNISHED BY THE LANDSCAPE ARCHITECT AT COST FOR PRINTING AND HANDLING. ADJUSTMENTS IN PIPE, PLANTING OR OTHER CONSTRUCTION ARE NECESSARY, THE CONTRACTOR SHALL MAKE ALL REQUIRED ADJUSTMENTS WITHOUT COST OBSERVATION / TESTING: TO THE OWNER. C-) 19. NO PIPES SHALL BE INSTALLED PARALLEL AND DIRECTLY OVER ANOTHER 25. OBSERVATION SCHEDULE: CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING LINE. MINIMUM CLEARANCE BETWEEN PIPES AND FOR PIPES CROSSING TO BE THE OWNER'S REPRESENTATIVE IN ADVANCE FOR THE FOLLOWING OBSERVATIONS cli 311. ACCORDING TO THE TIME INDICATED: - PRE -JOB CONFERENCE - 1 DAY 20. SPECIFIC EMITTERS AND LOCATIONS ARE NOT SHOWN ON THE PLAN AND - PROVISIONAL AND FINAL OBSERVATIONS - 7 DAYS SHALL BE INSTALLED PER PLAN DETAILS. EMITTERS AND LOCATIONS ARE SUBJECT TO FIELD ADJUSTMENT. THE ENDS OF ALL LATERALS SHALL HAVE A NO OBSERVATION SHALL COMMENCE WITHOUT AS -BUILT DRAWINGS. IN THE EVENT THE CIS HOSE END FLUSH CAP. ALL LATERAL LINES SHALL BE FLUSHED BEFORE CONTRACTOR CALLS FOR AN OBSERVATION WITHOUT AS -BUILT DRAWINGS, WITHOUT COMPLETING PREVIOUSLY NOTED CORRECTIONS, OR WITHOUT PREPARING THE U) < < F-5 EMITTERS ARE INSTALLED. SYSTEM FOR OBSERVATIONS, HE/SHE SHALL BE RESPONSIBLE FOR REIMBURSING THE E 0 21. OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REJECT ANY OWNER'S REPRESENTATIVE AND LANDSCAPE ARCHITECT (IF REQUESTED TO BE PRESENT) AT THE HOURLY RATE IN EFFECT AT THE TIME OF THE OBSERVATION, co < Ln QUESTIONABLE MATERIALS OR WORKMANSHIP. ALL COMPONENTS SHALL BE PORTAL TO PORTAL (PLUS TRANSPORTATION COST) FOR THE INCONVENIENCE. NO 0 z 0 0 VERIFIED BY LANDSCAPE ARCHITECT TO COMPLY WITH PLANS AND DETAILS. FURTHER INSPECTIONS WILL BE SCHEDULED UNTIL THIS CHARGE HAS BEEN PAID. < of MAINTAIN ALL SYSTEM COMPONENTS AND ASSURE PROPER WATERING OF ALL MAINTENANCE PERIOD SHALL BE EXTENDED FOR THE DURATION. PLANTS. REPAIR ANY LEAKS AND REPLACE ANY DEFECTIVE COMPONENTS. 0 3 22. DAMAGE BY LEAKS: THE CONTRACTOR SHALL BE RESPONSIBLE FOR 26. ALL HYDROSTATIC TESTS SHALL BE MADE IN THE PRESENCE OF OWNER'S REPRESENTATIVE. PIPE SECTIONS SHALL BE CENTER LOADED AND ALL COUPLINGS 0 _j 00 DAMAGES TO THE GROUNDS, CONCRETE SLABS, TRAFFIC CURBS, ROADWAYS, SHALL BE EXPOSED. NO PIPE SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED, 0 LL_ N PIPING SYSTEMS, ELECTRICAL SYSTEMS AND THEIR EQUIPMENT AND TESTED AND APPROVED IN WRITING. < CONTENTS CAUSED BY LEAKS IN THE PIPING SYSTEMS BEING INSTALLED OR U) 0 10 HAVING BEEN INSTALLED BY HIM. HE SHALL REPAIR, AT HIS OWN EXPENSE, ALL 27. TESTING OF IRRIGATION SYSTEM: C) 0 DAMAGE SO CAUSED. ALL REPAIR WORK SHALL BE DONE AS DIRECTED, BY HIM, THE CONTRACTOR SHALL REQUEST THE PRESENCE OF THE OWNER'S REPRESENTATIVE 04 AND IN A MANNER SATISFACTORY TO THE OWNER'S REPRESENTATIVE. AT LEAST 48 HOURS IN ADVANCE OF TESTING. 23. CLEANING UP: THE CONTRACTOR SHALL AT ALL TIMES KEEP THE AREA OF - ALL PIPING UNDER PAVED AREAS SHALL BE TESTED UNDER HYDRAULIC PRESSURE OF 150 LBS. PER SQUARE INCH AND PROVED WATER TIGHT. HIS WORK IN A NEAT AND ORDERLY CONDITION, INSOFAR AS THE STORAGE OF - ALL PVC LATERAL LINE PIPE AND EMITTER SUBMAIN SHALL BE TESTED AT WORKING MATERIAL AND THE REMOVAL OF DIRT AND RUBBISH CAUSED BY HIS WORK LINE PRESSURES WITH COUPLINGS EXPOSED AND SWING JOINTS AND OTHER ARE CONCERNED. ALL INSTRUCTIONS ISSUED BY THE OWNER'S OUTLETS CAPPED AND NO EMITTERS INSTALLED. 02 REPRESENTATIVE IN REGARD TO THE STORAGE MATERIAL, PROTECTION, - SUSTAIN PRESSURE IN LINES FOR NOT LESS THAN TWO HOURS. BEFORE TESTING, > 1­1 (z) M < MEASURES, CLEANING UP OF DEBRIS, ETC. SHALL BE EXPLICITLY FOLLOWED. THE LINE SHALL HAVE BEEN FILLED WITH WATER FOR AT LEAST FOUR (4) HOURS AND Lij Ld z Z ® � UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL THOROUGHLY PROVISIONS MADE FOR THOROUGHLY BLEEDING THE LINE OF AIR. Li 1 3: CLEAN ALL MACHINERY, PIPING, ETC. AND SHALL HAVE THE AREA BROOM - FURNISH NECESSARY FORCE PUMP AND ALL OTHER TEST EQUIPMENT. < u < < CLEAN INSOFAR AS HIS WORK IS CONCERNED. co C/) 0 0 CD U) 0 O z W LJ -3 - CL > < _0 z Z U 0 U) LLA z < u� i 0 Ld CD 0 LAJ > < z < 0 > C) Z Z 0 a LD 0 -i � u 0 0 0 X 0 '5 0 0 3: 50732 REBEC-A V. FIELD 000 (7)0 C) 0 rn oe (o x S C313V o PROJECT No. <1 0 098213000 DRAWING NAME x 21 300OLS.dwg cn 0 L'i I'll 0111 OF I I I I c TOWN OF ORO VALLEY PLANNING AND ZONING DEPARTMENT 11000 N. La Canada Drive, Oro Valley, AZ 85737 (520) 229-4800 Fax (520) 742-1022 September 6, 2007 Pam Devine Realty Executives 6760 N. Oracle Road Suite 101 Tucson, AZ 85704 (520) 575-5943 (Fax) Re: Lot Split for Parcel# 219-49-0050 Dear Pam and Lynn, Lynn Hansen Saddle Hills Realty P.O. Box 68511 Oro Valley, AZ 85737 (520) 575-6534 (Fax) Staff has reviewed your plans to divide the aforementioned parcel into 3 separate parcels. A determination has been made that the 3 lots being created are legal. The lots will need to conform to the conditions stated in rezoning case OV905-04 as shown in the attached sheet. Please note that the following conditions will need to be addressed prior to issuance of a grading or building plans for any lots: • Submit mylars showing the approved road for the northern portion of the property per OV 12-06-07. • Provide a letter from Pima County Wastewater that the properties have been connected to the public sewer system per condition # 9 of OV9-05-04. • Submit a scalable tentative development plan showing all six lots per condition # 2 and 3 of OV9-05-04. Please note the following conditions will apply for each building: • Grading on lots shall be limited to 15,000 square feet excluding driveways. • All saguaros shall be preserved in place. www.townoforovalley.com The lots may be recorded through the Pima County Recorder's Office. Please feel free to contact me if you have any questions regarding this matter, please feel free to contact me at 'l� ewgorovalley.net or at (520) 229-4853. Sincerely, Jonathan Lew Planning Technician C: Dee Widero, Senior Zoning Inspector Debbie Moran, Development Coordinator Sarah More, FAICP, Planning and Zoning Director Paul Keesler, PE, Development Review Division Manager EXHIBIT A CONDITIONS OF APPROVAL OV9-05-04 1. All Standard Conditions for Non -PAD Rezonings must be adhered to (Resolution No. (R)90-21, attached). 2. The Tentative Development Plan must be resubmitted showing conformance with OVZCR minimum lot widths in the R1-36 zoning district and be approved by the Planning and Zoning Administrator. 3. The resubmitted Tentative Development Plan needs to include planned access easements to the Knott/George property. 4. All saguaros shall be preserved in place. 5. Grading on lots shall be limited to 15,000 square feet excluding access. 6. The CC&Rs of the future plan must include the following in regards to the driveway on the George property: 1) maintenance responsibilities 2) maintenance responsibility are to be in perpetuity 7. The general notes on the resubmitted Tentative Development Plan must include a note that the driveway on the George property must be constructed using a dust free surface * Conditions 8-11 added by Town Council 8. Chip sealing, or better, shall be used for the driveway for Lot 2, subject to the Town Engineer's approval 9. All six homes shall connect to sewer lines 10. All six hoines shall connect to the Oro Valley Water Utility 11. The well site shall be abandoned when the water and sewer lines are available