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DIR-2015-25b CITY OF CUPERTINO 10300 Torre Avenue, Cupertino, California 95014(408) 777-3308 To: Mayor and City Council Members � Chairperson and Planning Coininissioners From: Aarti Shrivastava, Director of Communify Development A Prepared by: Erick Serrano,Assistant Planner Date: October 19, 2015 Subject: Director's Minor Modification, DIR-2015-25, to a previously approved Use Permit (U- 2011-09), an Architectural and Site Approval (ASA-2011-10), and Director Minor Modification (DIR-2014-13) to allow minor site and architectural modification at an existing auto service station,located at 21530 Stevens Creek Boulevard. Chapter 19.164 of the Cupertino Municipal Code allows for administrative approval of minor changes in a project. The Director reports his decision to the City Council and Planning Commission in time to allow an appeal of the decision within fourteen calendar days. BACICGROUND The applicant, David Elliot, representing the BSP Cupertino Union, LLC, is requesting architectural and site modifications to previously approved enhancements at an existing auto service station at 21530 Stevens Creek Boulevard. On May 22, 2012, the Plaru�ing Coininission approved a Use Permit (U-2011-09) and Architecfural and Site Approval(ASA-2011-10) for the following: e Remodel an existing service station, add 527 square feet, and convert the service bays to a convenience market • 24-hour operations, seven days a week,with beer and wine sales ceasing at mici�light e Concurrent sale of gasoline and alcohol(beer and wine) within the convenience market s A 2,580 square foot office developinent On October 28, 2014, Plaruiing Division Staff approved Director Minor Modification (DIR-2014- 13) for the following: � • Removal of the office component of the project e Height increase to north and south elevation entry towers by three (3) feet, and total buildulg height increases of six inches (for a total height of 16 feet, 7 inches). DIR-2015-25 21530 Stevens Creek Blvd Page 2 DISCUSSION The proposed relocation of a transformer pad on-site is being required by PG&E which has resulted .in other site modifications. In addition, the applicant is proposing modifications to landscaping,utility fencing, power main, and an accessible path of travel. • Transformer: The transformer is relocated from under a tree adjacent to a trash enclosure located at the rear of the properfy. The transformer is screened in materials and colors that match the previously approved trash and propane tank enclosures. ' • Parking: The relocation of the transformer necessitates the removal of one parking space along the rear of the property. The applicant has added three (3) parallel parking stalls along the eastern end of the parking lot for a total of twelve (12) parking stalls on site, where ten(10) are required. • Landscaping: The Applicant also proposes to reduce the number of plantings within the portion of the property previously to be developed with an office building. The project will still be required to maintain consistency with Cupertino Municipal Code (CMC) Chapter 14.15: Landscaping Ordinance. • Utility Fence and Power Mains: The power main for the building has been relocated to the southeast corner of the building. In order to help conceal the power unit, the extent of a previously approved utility fence has been enlarged. A Condition of Approval has been added requiring the box to be painted to match the building. • ADA Accessibility: The ADA path of travel from the accessible parking stall has also been relocated. ACTIOIV The Director of Community Development deems the modification minor and approves the project with the following conditions of approval: 1. APPROVED EXHIBITS , Approval is based on exhibits titled: "7-Eleven. 21530 Stevens Creek Blvd., Cupertino, CA 95014," prepared by David J. Elliot & Associates, received September 18, 2015 consisting of seven (7) sheets labeled A1.1, A1.4, LP-1, LP-2, LI-1, LI-2, and LI-3, except as may be amended by the conditions contained in this resolution. 2. PREVIOUS CONDITIONS OF APPROVAL The following previous conditions of approval for the project pertairung to use and architectural/site details shall remain in effect: DIR-2014-13 • All conditions - DIR-2015-25 21530 Stevens Creek Blvd Page 3 U-2011-09 • AIl conditions, except that the approval for the 2,580 square foot office building is no longer valid ASA-2011-10 • All conditions, except that the approved architectural and site details shall be superseded by this approval, and that the approval for the 2,580 square foot office building is no longer valid DIR-2008-12 • All conditions,provided the Phase II vapor recovery system will be in operation U-1988-23 e All conditions, except that the convenience market approved under U-2011-10 has superseded the permitted uses onsite U-196�-08 � All conditions, except that the convenience market approved under U-2011-10 has superseded the permitted uses onsite 3. LANDSCAPE PROTECT SUSMITTAL Prior to issuance of buildin��permits, the applicant shall submit a fu11 landscape project submittal, including the Water-Efficient Design Checklist (Appendix A of Chapter 14.15), Landscape and Irrigation Design Plans, and Water Budget Calculations, for review and approval to the satisfaction of the Director of Community Development, per section 14.15.040 of the Landscaping Ordinance. ' 4. LANDSCAPE INSTALLATION REPORT A landscape installation audit shall be conducted by a certified landscape professional after the landscaping and irrigation system have been installed and prior to final occupanc�. The findings of the assessment shall be consolidated into a landscape installation report. The landscape installation report shall include, but is not limited to: inspection to confirm that the Iandscaping and irrigation system are installed as specified in the landscape and irrigation design plan, system tune-up, system test with distribution uniformity, reporting overspray or run-off that causes overland flow, and preparation of an irrigation schedule. The landscape installation report shall include the following statement: "The landscape and irrigation system have been installed as specified in the landscape and irrigation design plan and complies with the criteria of the ordinance and the permit." 5. LANDSCAPE AND IRRIGATION MAINTENANCE A maultenance schedule shall be established and submitted to the Director of Commtuzity Development or his/her designee, either with the landscape application package, with the DIR-2015-25 21530 Stevens Creek Blvd Page 4 landscape ulstallation report }�rior to issuance of final occupanc�, or any time before the landscape installation report is submitted prior to issuance of building permits. a) Schedules should take into account water requirements for the plant establishment period and water requirements for established landscapes. b) Maintenance shall include, but not be limited to the following: routine inspection; pressure testing, adjustrnent and repair of the irrigation system; aerating and de- thatching turf areas; replenishing mulch; fertilizing; pruning; replanting of failed plants; weeding;pest control; and removing obstructions to emission devices. c) Failed plants shall be replaced with the same or functionally equivalent plants that may be size-adjusted as appropriate for the stage of growth of the overall installation. Failing plants shall either be replaced or be revived through appropriate adjustments in water, nutrients,pest control or other factors as recommended by a landscaping professional. 6. SCREENINING All mechanical and other equipment on the building or on the site shall be screened so they are not visible from public street areas or adjoining developments. Screening materials/colors shall match building features and materials. The height of the screening shall be taller than the height of the mechanical equipment that it is designed to screen. The location of equipment and necessary screening shall be reviewed and approved by the Director of Community Development prior to issuance of building permits. 7. WASTE TRIO SET � Applicant or property owner must install one permanently mounted waste trio set designed for outdoor use pursuant to Section 9.16.040(E) CMC adjacent to the business near the sidewalk for public use and patrons of the facility. The trio must Ue shown on a site plan for advance review by the Environmental Programs Division. See example of trios at www.cupertino.org/nowaste 8. STORM DRAIN INLET MARKERS � All storm drain inlets on the parcel must be clearly marked with "No Dumping Flows To Creek" Pursuant to Section 9.18.210(4)(A) GMC. See example of drain inlet .;_�.,� : markers at www.cupertino.org/nowaste. 9. CONSULTATION WITH OTHER DEPARTMENTS The applicant is responsible to consult with other departments and/or agencies with regard to the proposed project for additional conditions and requireinents. Any misrepresentation of any submitted data may invalidate an approval by the Community Development Department. 10. INDEMNIFICATION To the extent permitted by law, the applicant shall indemnify and hold harmless the City,its City Council, its officers, employees and agents (the "inderrulified parties") from and against any claim, action, or proceeding brought by a third party against the indexnnified DIR-2015-25 21530 Stevens Creek Blvd Page 5 parties and the applicant to attack, set aside, or void this Resolution or any permit or approval authorized hereby for the project, including (without limitation) reimbursing the City its actual attorneys' fees and costs incurred in defense of the litigation. The applicant and City shall use best efforts to select mutually agreeable legal counsel to defend such action, and the applicant shall pay all compensation for such legal counsel, following the applicant's receipt of invoices from City, together with reasonable supporting doctunentation. Such compensation shall include reasonable compensation paid to counsel not otherwise employed as City staff and shall include City Attorney time and overhead costs and other City staff overhead costs and any costs directly related to the litigation reasonably incurred by City. If the applicant and the City cannot in good faith agree on joint counsel, the City shall have the right to retain counsel of its own choosing, separate from the applicant's litigation counsel: 11. NOTICE OF FEES, DEDICATIONS, RESERVATIONS OR OTHER EXACTIONS The Conditions of Project Approval set forth hereul may include certain fees, dedication requirements, reservation requirements, and other exactions. Pursuant to Government Code Section 66020(d) (1), these Conditions constitute written notice of a statement of the amount of such fees, and a description of the dedications, reservations, and other exactions. You are hereby further notified that the 90-day approval period in which you may protest these fees, dedications, reservations, and other exactions, pursuant to Govemment Code Section 66020(a), has begun. If you fail to file a protest within this 90-day period complying with all of the requirements of Section 66020, you will be legally barred from later challenging such exactions. This approval of the modification is effective October 19, 2015. The fourteen calendar day appeal period will expire on November 3, 2015. CC: William Feulner,BSP Cupertino Union LLC, 21530 Stevens Creek Blvd, Cupertino, CA 95014 Enclosure: Plan set . G:\Planning\PDREPORT\DIRreports\2015\DIR-2015-25.doc i . Ptanning �� ,�� Architecture EInteriors � 17800 Cunha Lane � —————————— ——————————————————————————————— r— ————————————— ——————————————— I �— ————�� Sa inas, 939 7 I I �� Tel. 831l663-1418 � � � G� Fax 83�/663•&385 � i . <E> DRNEWAY � <E> DRIVEWAY ' • � � davfd@djelllatt.net � � ' � I � �b N 89 '35"E 177.��' � � '— �� 9. ��I��t� � I • ..e 98.00- <E> Pk�ANTER = � ��+�s�� I - :.'�_�, . . . �—<E> POWER POLE " � . .'�:•' PLANTER ,. I I ..R=J�O.�O� � - - - - 10' ERU(C MT. - - - - - - - - - - - - - - � � �A=9Q°0�'00"� r � i � L=78.54� <E> PLANTE� � ; i � � � . - i� I i f / ,��\ _ J � � E / �� f �, `� I f �� ; <E> ��oP� � � 1a �a�d�� ' , a I 21'-6'X47'-0" I <r w � I / /�� , � � , <N> LIGHTING,lYP ' o � � � � � � /,�� 1 �° �� 7—ELEV�N i ' // \ \ p � N w / .,�\ \ 9 � 1 , ` � <E>UNDEAGA�UNQ �� ' I �� FUELSTOF�ETANKS \� �y 4 �� O ��534 Stevens Creek 81vd. � � � �`��/, ,o � w Q Cupet'tit�o,CA 95014 I � � � a (E)CONCR�� $,_�„ w . � I I � � � �� Qp.VE'�� 2 (� 1YF. Use of these plans and speciflcaflons is Y \`\� � Q�C, � � � � restricted to the original sfte for which i 4 � / �, they were prepared and pu6lication I � \ ` // �S � �Nl ` �2� W � Reurse f re rodpuctlon lomlted to such use. � � i F � any method In whole orPubliP�af{S by ' � I � �` � W � prohibiied.Title to plans and specrfi— � � � , � � � r N v s u�a l c o n t a c t w i t h t n e m�c n�s t i t u t e snd �I v � A1.2—A � O�� tr��\� . (� prima facie evidence of the acceptance O of these restrictions. 5 � R�visions <E> CarioPY` �'��A�E�� 6 12 � � No. Description Date ' ' 21�-6°X47'-0° � �d BI�G.A �� w � PLANNING � � � � a ' . - � , e ` �/ <E> SERVIC615TSF�N BLDG. N�P2.1 I � REQUIREMENTS a4/29/li � � .. ' � / ,_ , _. '<N> A 1TION ( �� i STOP SIGN � � � COPRECTIONS a�/27/12 _ � / \` �� . _ 664_ F � e,�� w � MOGIFICATIONS oe/is/iz � 1 � / � iOTAL-2,2 9 S �� / O �� ,� � BUILDIDIG � r2 �o ca 0 �10DIFICATIONS o�/os/�2 1 � � � ��)LOCATION�R, r � C��yO• � �� \ _ � � D a 0 �BO�DI�ICATIONS o�/t2/�2 ° Q, ` � � p.�� F�'"c "�'` , , � BUiLOlNG '� � s ,� � � PAODIFICATiONS o�/17/12 1 c9; ` p, ; . � � � . � � /�� 3� E eP� �� b /� MI�DIFfCATIONS o7/�a/ti - �� \ / ,+ ,�i� � �•► � R� QS t� ` � � ` i � �t�- 0`�G �'� PLANt�;R9G CHGS os � 6�5� � �:. �'QFy�,, to a�i.2-A � � ;�a��'F�'��`0 � 80 /�a/�z ` - ti — p � � PS � � �6��''C �a��9'�0��"�B�� iRa� fORPdE � RELOCATE TRAMSFORMER � PLMI CH{: o �o �� -� �E,� ,� SITE REVI5IG`! os/2a��z \ � � � r �� ' L1 °'�r. R� � �>TRAS � SIT�E REVISION 03/19/13 + 1\ � � �OSU I � Q PWV CHGS 1 \ �p..5 � � o: o �+ ' a � 5 A b �p PLAN hfODfFICATIOPy �4�'t5/13 \ �. .�" G PS V � A1.2-A „ , ��6 \o <N> OPANE DR IN_ � � Q PI�1�f CHGS � \ ` o 0�GALLON No. Descri t10f1 Date PLAtd MODIFiCATION os/tz/is_ \ `� �� o ROPAN 'NK � � �<N> LIGHTING,TYP � SfTE REVISIONS os-o5-ts � 0'NNER r \ ° SERVICE MODIFICATION o�-�a-�3 � " �/ DEL1VERY � �� (E)TRASH ENCLOSURE �, � j � �Q ,6' 7 a �,\ SIT� R�'JISIONS 07-29-15 0'NNER TO BE REMOVED � /� MODIFIC�,TION OB-15-13 �` �\ � �o� �9�� \ ��, � � � SITE REVISIONS oa-�9-�s � MODIFICATION os-zo-i3 \ G� \ � `r�o. �� '�O6 � o, � Q� � O �� MODIFRCATION _ _ � l�� \ p A1.¢ �O$eS � �o-o7-i3 p> g� � �s i �� Oti'(NER \, R-198.�OI ��' �F T �. ,g\�' � MODIFICATION to-��-t3 ? '\� 5 �\ 1, ACCESSIBLE PATH OF TRAVEL MI�IIMUM 48" I�l N/IDTH, �d � �'� ° MAXIMUM 5%GRADfENT IN THE DIRECTION OF TP.AVEL, ,{�, 0'NNER \ /r o r rr � C' p' 4 � ti� � L� MODIFICATIOP! ,\ A-`t6' �1 �(� � � g' 1 / �' �/ Q � MAXIMUM 2� CROSS SLdPE PER 1133B.7 oi-za-�a . � �. c; � � � � � 2.R99C SIGN/ VA�I ACCESSIB�.E SIGry- REFEP TO PLAN CHGS i � PLAN iUODIFICATIOP� o�-2e-ia '� L=159.04 �`�� 9'�� 3 �,�� v SHT. 1/A1.2 �\ � 2 ! 3.UPIAUTHORIZED PARKING SIGN � 7*11 PIER REVIE�Y 03-03-14 � � 4.BOLLARD �� — �—� l � PLAN & LAN�SCAPE � � � a 9/ � � o � �` 5.i�lE`N GAS, WATER P,�lD SEWER LINE, VERIFY POINT (� PLAN CHGS o�-o3-ta � � � 1 �\ / `�``� �. .�°� OF CONNECTION OUTSIDE THE BUILDIMG �_ n�-,.�c;:;_3s:-.-;,y'��^.y«3 y'n'.r r,;;��,;�,�,y,cri g 2 �. ;, �; �; „rt; ,.,u_�..ti,�,_,,,�'Sa y ' A1•2 6.UTILITY FENCE PL CK �o-io-ia hi��i::l�,�L.;s�W G'::7.:"� ,:_� L�.�f�1';e .9.,_ J::-':',i.9 �\ /� � . � I �E�� 3 7. 4" NHITE PAINT STRIPES TYP. � PARKING STALLS �:" `''� �� l�"" � • & WATER C� 8 �/ �. � 8. CUP,B AT PARKING STA.LLS, NO PP,INT. �'S�e o°'e Os-15-11 ,:_+�`=�;�i`a,r-:��,,.�.�,:,_ ;��•_..� . � <N> LIGHTING,iYP , ,�;_, :�� ,_�?�0 �/` � O � 9. CURB TO BE PAINTED RED �MTH 4" TALL LETTER FOR or:�j..-'.2��e t ^_S��4 a�:.a� � . -�..�ra�-�_�— :-__ _.K-��""�� `\ \ / NO PARKI�lG LANE PAINT 'iVHITE AT EVERY �0 FT. n Drawn y �J� ` � � INTERVAL. �-`n`�';�i�+�.a; ? '��"�� '.� �:I'�;:.+,� l��a � •� LEGEND . _ �� . , �v>+�.._ ,�.;, .; . .,: 8 t .• �\ / �m a0�� 1 d. PATCH ALL ASPHALT APEAS. Project Plumber .. . ,.1 O�]-' • i� �Path of Travei ADD i�lE'N SLURRY SEAL OVER ALL ASPHALT AP.EAS. � � .\ / \ � \ Sheet Title � \ \ � Genera! IVotes� Proposed Site Plan � �IO �NCRK IS PROFOSED FOR ��fODIFICA710NS TO THE PHASE-1 - �PUB T�01't�'1 � ia GASOLINE FUEL-DISPENSING FACILITlES. L�A �� ' �(� Phase 1 Proposed Site Plan 1"=10'-0" 1 Sheet Number �.� 1 e ' a•srE��o�srs PdTt.ROOF � Piannin MIN. 8 SCREWS,nP CENTERLINE WAl.L, � • . - H55 3x3�44� MIN.�8 SCREWS,1rn ��4�O.C. MTL ROOF s°s��ois�s' � �qp FTG. &REINF. Architecture METAL ROOF DECKING BEAM �2a°o.C. Ga2o,G.I.FLLSHING (ntertors GA20,G.l.FLASF{ING 17800 Cunha Lana 6"S7EEL � �cazo,c.t.curr� 6"THK. CONC. CURB #4 VERT. SaOnas,CA 93907 JOISFS�24"O.C. HSS 3X3�� /e � 16 O.C. TeL 831/663•1418 HSS BEAM GA20,G.1.GUTfER } POST i/a ' Fax 831l663-6385 AN6 DOWN3POUT. g ' h1(N.�8 SCREWS,lYP � # davld@djelliatt.net � . 6'�THK. CONC. SU1B 4 HORIZ. CMU WALL 2'0 DOWNSPOIlr � W/�4� EA. NAY ,(� � 2�"O.C. �� . �S�I�{� HSS POST (2)�"0 X 12'A.B.�S � -- "- •" L� � 3x3�° SECTfON CAST-IN-PLACE H�3��,, � Hss 3 e��,° IYP. � INTERIOR AND Q� �+ �+ ' POST . HSS 3X37fY* CONC.APRON �C ��a��a7 POST z �;,.. .� � �� Enlarged Section 1"=1'-0" 12 �Eniarged Section 1" 1'-0" 8 ' ( � a"cn�u wau � - _ -------------------� � N (2)}"m X 12"AB.'S #4 @ 16"O.C. — — ��p� CAST-IN-PLACE ,�8�EfA1 SELF' N z � DRIWNG SCREWS R�F �� GA7E '� � HSS 3X3�° �' 4 5 DOWEL �� 6"X8"CONC. POsi 5X8 � � #5 DOWELS DRIVEWAY � �24"Q•�• s�wuRc�� 3�4 CONT (� �6°O.C. CURB � ��BASE PLATE ,�. � H�3��° OETAIL T& B 3�-0" MIN. � - LEVEL(CONC.APRON) ` k �r BEAb! ��v�� MTL ROOF j CMU WALL I �' � MIN.'�1,8 SCREWS,lYP �� ^�' lGA20,G.I.FLASHING � � C RUNNER 14 GA�END J015T M 2^ 2^ -- PtAN VIEW ° �Mi�.�e scR�ws,rra scatF i'=i•-o• Section @ Trash Encfosure 318"-1'-0" 2Q Roof Su ort D�tail 1/2"�i'-0" 16 Ci1flt9 Dowels Detaii 1/2"_i'-0" ii Sec#ion @�eam 1/4"-'!'-�" 7 WaiQ&Foofing Sect6on 1/2"=1'-0" q, 21530 S#ever�s Creek Bivd. pp C�pertirao,CA► 95014 � � STANDARD CAST aLUM. DOME cAP ---5"�`GALV: SCH. 40 STEEC P(PE CMU WALL.ENCLOSURE oo aPTIONAL MATCHING BASE COVER N IF SPECIFIED - �FINISH GRADE �� METAL 16 rYP. \; , �..�,. • DOWNSPOUT A�'4 � � . . . . . . • . . •: . t2'-a° Ty,` , . � 18" DIA. CONC. FOOTING . .. .:_. ..:..... � . � �� a. � • • • • • ' a gs oaw�� _ . . . � �CEMENT PLASTER FfN15H GATE - '� � 4�4�' � N ,, •. � � 4"CLASS II AGG. BASE � � � BOLLARD � Fa e'-a'xs'-�o• �� '� . , . . . . ,�.� ? �� - � • CASi IN PLACE CONC.�' �CORRUGATED MEiAL FACING ee ��e� 12'-�"\� � 000,� �✓ . � FILLED BOLtARD 6'H1GH METAL GATE c��ooar�w/ 18"4 .. .. . , LEFT SBDE ELEVATIOIV . s�m PRCPANETPN�C �IN PIACE CQNG _ � I ENCLOSt1RE � FlLLEO BOIlARD 6'HIC}f . 2�STEEL ANGLE TO BE AltTERE6 � � e'm NOTE: AND WELDED AT ALL CORNERS � � BOLLARD Bl' DUMOR, MODEL 400-36 S-1 � � OR APPROVED E4UAL. � � tx DRnAV Use of these plans and speciflcaflons fs ' MTL. GUTiER� RE�OVEABLE 80LLAfd7 N � restricted to the original site for whfch they vlere prepored and publication MTL DOWNSPOUT� Gate Detaii 1��1��0�� J I I �� f�� thereof IsPexpressly lim(Ped to suchyse. I I �o91ard Detail �/2 ��'v 3 . Reuse,re roduction or ublication b any mathod in vahole o:in part is I I prohibited.Title to plans and speclfi— . GA20,G.L EDGE � � _ catlons remain with the archiEect,and � . MEfAL ROOF DECKING visuat contact�vlth them constitutes 2� �m gp ' prima facie evidence of the acceptance ' . � ' � ROOF SHALL BE CQATED �2 FLASNING Q�4 � of these restrictions. A�.4 `�s$��++�� Revisions GATE BOLLARD . .CEh1ENT.PLASTER FINISH - WITH RUST INHIBITED PAINT � 4��i• � No. Descri tion Date • CONCREfE PAD PLANNING .' , .' . ' . - • I�� I I �-a gs ocv�a� !�l REQUIREMENTS o4/2s/�t • ' l a�a v�rr. . . �` f I n PLANNlNG. rarsH � I /�.� CORRECTIONS a�/Z�/12 ROGIiT SI�E�L�VAl"�O�i — � . � - '°�o�� PLAN CHGS `•= . . �� 6":12' SLOPE ' MODIFICATION �' oa/Zs/i3 Exter�or Elevationsl/4 -�-� �$ �, o sxs aHc. � I o I t�o� L� MODNFICATGION os/�2/�3 � � cuae—� `-� �.N J � 0'NNER ,. <,F A�4 � � MODIFlCATfON 01=24-1,4 o�rRa „��,,,, PLAN &L4NDSCAPE o�-os-ta 2" DOWNSPOUT r � PLAN CHGS — --r — �o'-o" �D I� �J'pLJ � PL CK �- �o-�o-�a . . . . � � -�. ;� �.. .� , . ;. . . D �— � & Y�,�`�,V`.r,-.t�:��aM.i�.�"��v� e�Tb3y��Y��,� !�r:,'�� • . � CEMENT PLASTER FlNISH .� . ' 8 B� r `�'''�` �4 � �� , r.�:�:::. . � l 1� 5� . . . � . GA26, G.I. GUTTER \ \ �..�� ITE REVISIONS oa-is-is . ' • . , .� T hc n� � � a,t.a � � � ti.?:•6��a �cm-�z��r� �rv._�r� ^� �;:�j F"e i F1�N��j;!fi;a='c Sn S � _ _ -_+* . �,,.....o.�.��--�'�° _ �i�L�G.�`��'�y"�$"�' �4[��,�_ ,. �m<.,.,� �.. �E/�R ELE�lA��lQN RoOf Plan 1/4"_1'-0" 14 �� =��:�.��y�E�S�`��'�'er' �r�,�`�. ��a � �-J .,.9 U i;�i il°o'J 11��Ct �n Flxm eau�ao 16 HSS BF�hI a�.a 3X3�� R26 SIGN o METAL ROOF NO PA!?KING ANYTIME CEME�lT PLASTER FINISH NPICAL __________ y, a�aw�aet�eou,wo NOTES, ---------------- SIGN, 'IYP. ` i i t. THE BUILDIMG E1.EMENTS SHALL HAVE A FIRE-RESISiANCE RAiiNG NOT LESS THAN � THAT SPECiFlED IN TABLE 601,2010 CBC. rwwsr�taea i i �nc�osut� 2.P.EQUIRED COMPLIANCE TO PRECAUiIONS PI�ID DEVISES(SIGNAGE AND METAL GATE GATE � � • BdLtAROS/POSTS}AS SPECIFlED IN SECTIOiUS J807 AND 512 OF THE Z010 CFC. MTL. DOWNSPOUT i . � • ' iss�e oace I i BOLLARD HSS BEAM � HSS BEFM �m a0� 0�-27-�� i i � � ; J � ; � 3X3�� I 3X3�� r �� Drawn a DJE i, \ 7 I y . � A1.4 � \ \ \ � Pro ect Number " '" '` � � 6"STEEL � ; _ , ... _� .. .' . .. , � 1021 L. (600S 162-43) ' � W Z JOISTS 'S� 24" O.C. � i a.�4 NO URB A13.4 ' Sheet Title PROVIDE PVC SLEEVES� �5/8" X 24"S.S. CANE BOLT aT Trash Enclosure Plan , IN CONCRETE. iYP, EACH GATE. (AL�RNATE �HSS BEAA! Sectlon and Details � SIDES OF PANEL FR�i�T E�ENATION .,- 3X3�� '�`` � Exterior Elevations 3/16"-1'-0" 1� Roof Framing Plan 1/4"-1'-0" 13 . Propane Tank,Trash Enclosure&Transformer Enclosure-Plan View 1/4"-1'-0" � sheet Number �.� 4 . �T�1�� E�� L�1�. , �:,�, , �.� .-.: � .:�.:pti1 �� -7 ''^�}y T TR�E(PER LEGEND) � �,�� . �`!''��'�, �.d_';•._ . ISTiNG TREE TO RQdPJN • -�L3C�BC,��71Y1 �i` . (�+D�3'LAYQt OF WQOD MULCH UNDER TRffS) ,._. , �..=-.t �er ��3 r z3�� a� `'�� _ ` g� .�^:;� - 7 7 7 7 7 7 .._.._..—� 6 fi 6�6 6 6 x�v3��`3 �3 r�'��3 _;�3 ,r 3 -=�� .--y3 = . .- . - S+� � .,� .;'��a � .�r . .�-�!'S�`6 6 66 6 °.;.�'%� 5 5 5 5 5 � � �-� 7 7 ..7 '7 y``✓ '} `Q ,::, � e 0�� :� 7�- 7, 7 I � .,4 6 �� . :F�� .:g 5 5 ��OO lJ�:J 8 8 8 �8 8 8 8 6 B 8 B 8 8 $ g . f�4 5 5 5 5 5'�� .. . � g 5 5�i✓ � �,� • �.� f� � �g 8 8 8 8 $ � Alamo,dL494507�187 l`,'¢ 5 55 5 5 Y4 '� , � `�' ��8 ��.�� i��y�1 �.�� 12 _�4 5 5 ,'� z ' � phane:(9I5)5[9=1100 � �'� / ; $ ,�� g r-;:�'`_' °'}''" . ; www.landllandstaping.com 5 5 5 �`�>� h GE MA551tQG DF PCCEM PlPNTS �� 4� }„ E SCREEN OLEANDER SHRUBS T}IAT MATCH /4 'S 5 5 5 �`*�;4 AT iHE ENTRY SIGN � � �. 12 1HE SHRUBS ON NEJ6HBORING PROPER(Y � .^�.`_� d 7��',ns. .�-� 5 5 -<4 E%fSfING TREES TO REMPJN g 5 �y� F� T2 �,4 5 5 5 � ` . r';:5 5 ;�,"r4 8 g � 5.: 4 /'� � B 5 's" , LARGE AtASSING OF fAl4 GR6WIN � �.J�„ � �-� '::i;;�, - ;�;�;. 66 6 6 "a4 IAY�NA1t3TENAtJCE GROUNOG01�j2- 8 � �-��•& � 12 � IRR1GA710N� 6 � 6 � � •r.r •="'� - A11.PLANTS�ND 1Rff_5 P8[1 9E lRRtGAiEp BY pN AllTONATIC IT2RIGA710N SYSfEN,SEE IRR16A710N PlANS p,�1DSCAPF B 6 � �t�' �e�� ,_.,_� ,,;��h •='h,• t2 =c�t�Oy��pZS'y0,s��+y� n �1 �v 5 8 �` �, �.J ...f.,_ V 4 . 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I �....--,.;,�� ".J s.., ��, . /, �i #� 1.��:�� ;:�,�.t , � /� .,� s .. �� :y�. a;;;�. � � \,,.. �- 8 Q :�r� t2 �// � � , ��,�\� �� %�� . 21530 STEVENS CftEEK BLVD. - 1 / / � i -- E .;':`' ,�,,,.?,r�t °:s�rrt%�t .y��.. , � �� .�;�, .;;,.��. ,Z CUPER11P10, GA 9501� � �19f�.��iVG r /�� / � e . V � � - i SfRfET TREE(PER � J>s r✓, TR E �y �,y �6 �; �� } =»%��i r''`-�,� 12 � '��ol✓ '��/ 6 g � � 8 O ��:-; �;3°`s ,;A�-� q'-'.�; �-� , g 6 Q � B . r:�;,•�9 r� � G' j`�S(<-n ,;i f:'-�r;-.;°�,r�:` ;s r� 8 { � '-.�u s'-.S 5�n e�s �::��= '�a"-1 v��?;1 i ''rc�#1 g .,�., � r� � •e1�S.— `� i� �.1!� '.7 � �� '�A � �� A� �.� 12 i a��'' �� .,��_� �_ / �;1 ��;�t �,�;� "z,�,,��...�-_o / _ � oa �,.�. :`FAf:; .��;.� � .�.._..r�, t_� �.�-�.� '�l3 .7 � �;X' e 8 * �i�fl+,•�:J��t�`A E� �l.�iY�� .. . . 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'C,S1iEEf lP-2 ,_��`� J\��, z ��X� PHOTINIA �,�, ,z s�.�r o.�. ��,��—Z P L A N T f N G � � , � �' ��_\ � 3 ROSA'FLOWEft CMPET(N1iITE BLOO�ING) FLOriFIi ChRPEf ROSE NEDIUM 24 1 GN_./4'O.C. 'C,St-IEEi lP-2 P L A N �� \ `� �� 4 EAMANA MONiE�iDENSiS PURFLE LWiANA LOW 19 1 GAL/4'�.C. 'C,SlifEi lP-2 SiREET TREE(PER LEGEND) � J\`\� \\ \`�. \� 8 ISf1NG TREE TO RENAIN 5 MllGOZFNf}I0S'PINK JOEY' PINK fUNGAR00 PnY7 lAW 50 5 GPL�3D�O.C. 'C'.5}1fE7 lP-2 \ � Z\ \, �\ \ � g (ADO 3"L1YER aF WOOD NULCN UNOER TRF�S) 8 PHORNIUII TINY TiGFR' OWARf NEW�PJJ�ND FU�% LOW 58 1 6aL/y0'O.C. 'C,�Iff7 tP-2 plan scale: 1�� = 10� S . ,` � e �\\ SCRFs?J SHRUBS FOR, � � 7 PRTOSPOf2UN TOBIRA'WHEc1ERS OWN�' T�BIRA NEDIUN 38 5 GAL/5'O.C. 'C',SNEE7 LP-2 � 6 6 6 '�� \ IRPoGATION CONTitOILER 8 S RFi1PMOLEPiS�GULF GRffJi' GULF GRff1V HAWiHOftN LOW 107 5 GN../36'O.C. 'C',�FET LP-2 D � 6 6� g \"••� '�� 7 � 9 " 9 F6'iUCA 6LAl1CA BLl1E FESCUE LOW 12 1 GaL/30'O.C. 'C.SHEET lP-2 6 6�,7 \, \ � 9�.9 i� - - - - - - � �-�'3 O\ � , 9 . 11 HQdER�PJ.LlS'RID 1�ELVET' EVEf2GREFN RED DAYUIY NEDIUN 21 1 GAL/24'O.C. 'C,SHEEi lP-2 � r'��r. �� ' 8 7 9 9� � ' " 12 NERIUN OLE�WDER(PfNK BLDDl1RIG) PINK OLEPNDER LOW 14 5 GPL./7' O.C. 'C,SH£Ei lP-2 .-°., � 8 . 8 wN� 80Q.642.2444 � �'-�3 7 9 8 CONiF20�N V1 FlCUS PUAGLA CRE}PING FlG NEDfUM 6 5 GW../10' Q.C. 'E',SHEET lP-2 - Cd2f+Jwa�CnpDc�cln�ce � ' 9 . ,_33�9 ' .: . PLL TRFFS riSTHIN 5'OF HAR�SCAPE Tp RECIIVE ROOTBARRIER,SEE�ETA1L'B'SHEET LP-2 � ' � NORTN �-��R PRFAS TO RECFJVE 3'LAYER OF SHRmDm REDl500D 61ULOi . . . \ . LP-1 � .. �'� � f NAVE CORIPUED NAiN THE CRITERfA OF THE WATER CONSERVAiION IN LANDSCAPING OROINAP�CE�ID APPLIED •\ THEr.I FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN. sheet 1 of 2 '\ , 1 _ . . �tJ .,?'. FERTILIZER PRQGRAM: � �•� :;�`' f _ _. .., ._. �� 5 THRE�(�FERTILRER APPLICAT10N5 ARE TO BE APPLIED TO ALt PLANTiNG ARFAS AT THIRiI' `�� .� 7 g � ¢ 5 5 (30)DAY IN7ERVALS USING THE FOLLAWING FORMULA: I�I1d8C8� �t'� , � 2 � _'°:'3:#°p;�%S 2 5 LBS. i6-i6-1S COMMERCIAt FERTIUZER PER 1000 SQ.FT. ��Os, '.;t)�*� ��;% 3 2 i � AFfER ALL SITE GRADING HrLS BEEN COMPIETED,T�IE CONTRAC70�t SHALL OBTAIN,AT HIS g� '`0� " EXPfNS�AN AGRONOMIC SOILS TEST. 7NE TEST SHALL BE PERrORPdED BY AN APPROV£D 'd '`'�`'�� - � - -�I I- I I� I I{ 5 SOfL LA8 AhiD SHALL INCWDE A!1 OF THE ABOVE INFORAiA110N. THE RECO�dMENDAi10NS OF t ] �1 I-�I�I I-I t I� ? I I I I 1 f=I I I-I I I �-6 �1-�IS REPORT SHALL TAKE PRECEDENT OVER THE P80VE QUANTffIES ONLY WHElJ THE.Y • -��I I I ��=T-I I I '�=I I I-�I I I I�� 1 ■ ti;,y,.j.` ,-b��,, EXCEED THE SPECIFIED MINIMUMS. t64 Alamo Plaza#787 �� E-�� ' �(-�� -� I,- Y ry�':N:�a.r:iY� �`.�.��•'+`tif`'� �. 1-i^'�.. u�.. 9 ' T-I 1�_� �: ��-�_� �' �,i��_��_��_ ; , =i�i i��{�� ¢ Alamo,CA 94501 6 ��_��-�� ,. � .-�}�_�_�� I I�I I _ 'i - SOIL PREPARATION BACKFILL N�TE: hone: 925 519-4700 . �i I-I 1 1=! -i` � �� = �'I-1!1=1�r -I I I� . , �= r-j�I- �l p ( ? 8 _, � ; ��_ Ii 6 -`=1 I I I� f C��_�_��- I �� -� '` �� ' , -� www.landllandscaping.com �I-_ _ %_ � C I I-�I i-�I � I C�=i I I�I I-I �� 6 ��- ��-� � ��I-"I I� '3 Tp,�,LL NEW PLANTING AREAS(SHRUB r1ND GROUN�COVER), ROTOTILL THE FOI.LOWING �� - ��=I I : _:��_ �-�_ s i ; -I�=I I��-��.-I I I� �i_ -=i �_{I 1=1��_�I� 6 AhfEhlDMENTS TO 9"DEPTH IN ALL PL4NTING ARcAS: �f I-I t 1=�f I- - _I-I I I-�- , 3 ROOTBALL COMPaST AMEND AT THE R4TES INDICATED BY R SOII�`lALYSIS TO BRtNG THE ORGANtC -T�I I-�I I I I-I I,-�� 8 DIAMETER MATTER CONTENT T�A MIN OF 3.5%Y DRY WEIGHF�R 7"OF COR�POST. ' '�"� ¢ < 1. TREE PER PLANTING PtAN ts-ls-ls coMMERc�nL FERnuzER - �2 �es,_PER too0 sq. Fr. 1. TREE PER PtANTING PLAN 2- ROO�BALC' 2. TWIST-BRP.CE TREE T7ES 3. STAKE PER 'TREE PLANTING'D�TAIL BACKFILL h11X FOR TREES,SHftUBS,AND YINES SHALL 6E FS FOLLOWS: ATfACN TO STAKE WITH WOOQ SCREWS }• E4RTH WATERING BASIN PER�7REE PLANTING�DEiAIL 5. FINISH GRA�E �, SHRUB PER PlAN71NG PLAN 6 PARTS 6Y VOLUME ON-SITE SQIL 3. 2"DIA, x 10' LONG LODGE POLE STAKES,FOR 15 GAL-24"BOX TREES. 6. DEEP'R00T BARRIER AT EOGE OF HARDSCAPE- 18"DEEP ON WALK SIDE, 2, WOOD lAULCH-DEPTH FER PLAMING PLAN 4 PARTS BY VO�UME COMPOST AS ABCVE �p�19SC�iPF 3"DIA.x 10'LONG LODGE POLE STA}CES,FOR 36"80X AND GREATER SIZE TREES. 2�4"�EEP Otd CURB.SIDE, 10� LOHG CENTERED ON TRUNK O ZS y 9� 7. TREE PLAN'I1NG PIT 3. PLANT TABLEfS PER PIAN'i1NG SPECS/NOTES t L9. 16-16-16 COMMERCIAL FERTIf.IZER PER CU.Y0.OF M1X ��c. ,��` 0 i�,y 4. PLANT TA8IECS PER PLAN7ING SPECS/NE3FE5 4. FINISH GR,4DE / 5 _ B. STREET CURB PER STREET IMPROVEMENT PlANS 2 L6S. IRQN SULFATE PER CU.YD. OF M!X ��;� �'� � 9. COMPACTED BACKFILL MIX PER PLANTING SPECS l NOTES 5. EARTH WATERING BASIN(RAKE SMQaTH PR10R TO PLANTING v� ��,,n 6. FlNISH GRADE 10. PLAM'TABLEZS PER PLANTING SPECS/hIOTES GROUNDCOVER} �� {yIMPOl7iED TOPSOIL TO MEET ORGANiC MATfER CONTENF OF A MIN 3.5%8Y QRY WEIGHT � -+ 7• ROOTBALL• SEf CROWN 2"ABOVE FlNISFi GRADE 11. WOOD MULCH- DEPTH PER PL:INFING PLAN 6. ROOTBALL:SEF CROWN SLIGHTLY ABOVE FINISH GRADE OR SUHMIT S6iLS REPORT 7HAT IDENTIFIES EXISING TOPSOIL MEEfS ORGANIC AaATTER * "9"O� ° � 12. CONCRETE PAVING PER PLAN CONTENT OF 3.5%BY QRY WEIGHT.+*'� mawa me 8• BACKFILL MIX PEI2 PLANTING SPECS/NOTES 7• COMPACT 6ACKEILL MIX PER PL4NTING SPECS/NOTES �+f Q �Q� 9, NATIVE SOIL NOTE:ROOTBARRIER TO DCTEND 5'TO Ef(HER SIBW OF TREE TRUNK 8. NAl1VE SOIL ate 70. WOOD MULCH -DEPTH PER PLANTING PI.4N ��`��F C AI.�F�� A Tree Plantin N.T.s. B Root Barrier N.T.s. C Shrub Plantina N.T.s. D Sail Prz Fertilizer � a 1 .�: 3 s` . � � , � 7 - ELEVEN 4 .. . .r. 7 . '� 'Jr 9 � 21530 STEVENS CREEK ELVD. CUPERTINQ, CA 95014 :.�: �' >��,f��li�{If�_s ,i l_' �o � .. -� �� .. . . , . . . _��I I=1�I_..r:'.;:�.` �t I_.I I i_I � �I i i,.t�� .. . . • � , . ' ' , . , .. .. , . �{�-f�E-�� '.�:��;.��_��-� � 8 . . ��1�I�f I l-i i�. i I I-1 I J��I I� '��11.I_-�i��=a��_ 3X ROOTBALL t. FACE OF WALL OR Bt1fLDfNG • • � � 2_ PROP TOP OE STAKE AGAINST WAIL OR 9UILGING 3. SEf ROQTBALL TIGHT 70 FOOTiNG,REMOVE ALL . �- TRASH OR CONCREfE AT PL.4NTIHG HOtE .. designed by RK 4. BACKFILf.PER PLANTIN6 NOTES/SPECS '� • . , �' " .. . 5. EARTH WATERING BASIN(RAKE S�d00TH PRIOR TO PLANTIN6 d�aWft by RK GROUNDC04ER) �., � &: FIMISH GRHDE PER PLAN ' ` - , datG 9.16'2015 �- .. , 7. W00�MULCH-DEPTH PER PV�tTING PIA�U � ' • • �� • ' ' � •- 8. NA71VE SOiL . _ � ... . � . T � revisians • - . E Uine On Wakf Plantin N:T.s. -F G H � � ��- � � � � � } � . . 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Landsca e Water Use Calculatlons 4� y � �' -- --_ _ ...--. _... . ,-_ - � f � . � •�-' C � � ; L T Eleven of Cup�rtino =, � "�, �i�i� • , . • . _... ;� I I I t \ �� I � ' ' ' ' I Stevena CreeK 8oulavarri S Bubb Roed � "9"° �I Il it I i � . f � I � � ._.1 MaximumAnnual WaterAilowsnce (n4awa)__- ..- _ _ ,�� o��e ie \* I I I I O \ � • f � � � � � ` INPUT the totat squaro foo.age of landscape= g,gC�,S S.F. fGr �Q�� ' ' , � INPUT the Hlst ETo for the area= 50.37 �F CA,-\ I!Il � � � I I � I I I . � I I I , °° . • / a � I � � � • . .. .. .._- ..MAWA{{5Q37}(U.82)I(D.SSa(4450}+10-3)IO)j}'_'`�99"----�ccfly��. . . . \ \O - - . ..-- i t i t , � � t � _. ___ _ _ I I t I I � /, ' � , � � . , Z Eshmated Mnuaf Water Use__ _ -_ _ .(EAW U} ' . . - f . � � I � � ... __ ._.. � � � - ,. _ , _.... _ ,_ ir ii o e . � , � . . . . � \ I I I I I O ' `� � I . � � I I � � Hydrozone 1!1 � ' INP_UT Plan!Factor= 0.3 (LcwOrfp) I I I I � \ �f I ` � � ' f� ( ' INPUT square(ootage ofhydrozane 6,135 _ k � . � � �' INPUT hydrozone Irrlgation efficiertay 0.9 7 ELEVEN � `I I t f '' ' �� I � f ' r -_ - --. _ EATU 85 ccr!yr �f5e.az)(o.aj(ia2o�{o:'azY1RIo e��as�� - � i i i i �. � . _ _. ':,. ._ � . . { . f _ L - ----- - `F�i i f ;,.�.=-4ar " . " � �.:`�'' '� i I • - ' • Hydroione�2 L _ INPUT_Plant Fector=� 0.5 (uedtumortp) .... � f � � , �• � � INPUT square(ootage of hydroione= 2,460 � 'I 1 I I . .-_ . � I • . ' ' • INPUT hydrozone IR�gat�on eKc�ency= 0.& -- _ - _ I I I I � � ` I , I � f� � � I --..-_ . . .. EATU� 57 ccf 1 yc ((50.37)(0 6)(2A601(0 8)1Rf0 9)(T48)] '� I 1 I I � I ' � � I � I I Hydrozone#3 _ INP UT^P fant Factcs= 0.5 {Medium Trees), ��-"'��'. .. . }� � � �' �I '�� <� • � . ' • • , INPUT square footage of hydrozone= 70 ��{} Q�� t'I t � I I � ' � I I I INPU'P hydrozone Irrigallon emciancy= 0.8 � - C�"'""'}��"""' 1 �� . , E .. �__ � �-- E7WU Cct/ f 50.37 OS 70 Q82/49 748�- - ��-��:.;` � � \�t � I � � • � � ' _ -- � � _�--_t�_._..x x �i n�i-_-�c u . - '�i,i� .. `` . � y � �\` � . � , I ! __ _._i , ' SuhTota!EAW U _ .144 cct!yr i � �i �� 1 \ \\� � I ! � f t t ! � I Average Irrigatlon System Efflcfency O.E5 � ' � ,� _�v'� ; 19 � ,� � �� ' . � , � t . . � Totat ETWU= ia8 .. . , �. _ I . _. _ ; i ,`�\�%lf%� � , �� .A° ��\\ �� f . � , f I 4 . i. 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L.A��D3�AFE Oft�T1AA�E At�O Ai'FUED AO �� ','•'� �, \/�` ` i� � :/� 5 I osia A��Y�� ' � HUNTER ICZ-101-40 DRIP CAMRO�ZONE ASSFAI6LY �- 'o',u-z - � \��`.�..• � '.� � OA 3(� SHR EA1(fit]Z T�AL CPIA NUMBER OF ENfTTFA$ x �6PH � i i f \ � \ 4218 S.F. - `�.�1�/ij�,' \ �"- -,- y 40 PSI OF WAl'ER 6'17H��!DE�7GPd � O HUNTIIi PIA-AYR AIR/VACUUM RELIEF VPLVE 1/2" 'E'.LI-2 i i�i �� ' - � SHRUBS DRIP 0.141N '\ \��/� �`J � ' 3 8 I P LPNDSCAYE '�� WA�� N _ v - FLUSH VN.VE . 3�4• •F' U-1 = �Q�a�'1f�a�44 4 � . \ � i . , i. � OPoPUNE SCH.40 PVC IRAIGATION MAINl1ME-18'NIN.CAVEtt 1 1/4• 'G•,LI-2 � � � \'\'�+/��,',� /'� �� q I r 40 S.F �SO PSI �A� -- _ C.Oi 2 FtA Vactt�g Da�S In A�vu'�ca �v�i; r� DEEP R00T .41 IN HR 3PR1iVK1..�LEC�ND CVSS 200 PVC NON-PRESSURE L4TEWL LINE-12�MIN.COVER 3/4' 'G',U-2 \ �\,`i i.� SHRUBS • _ . . . .. \ � ��/ 8Gr \ 760 S.F. 308 PS�I ��T FLChM(CPR9 -.-.- SCH 40 PVC ORIP E1AR7EA SUPPIY LIPfE PW7 SIZE 'G��LJ_2 _ 6 M R. a=R�o 3Y1,60L AAANUFACiIJ��IdCD�* NDaLE F1AD. 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JUAi80 PlAST1C VALVE BOX W1TH BOLT 10.PVC SCH 40 ELL-Sx5 1. 10"RflUND PLASTIC VALVE S. PVC SCH 40 ELL-TxT OOWN UD AND SS 80LT-HEAT 10.PVC SCH 4Q ELL-SxS DOWN fJD AND SS BOLT- HEP,T 1 t.PVC MAJNUNE PER LEGENO-TYP t. RECTANGULPR VALVE BOX WITH BOLT-DOWN 3. VALVE BOX EXTENSlON(S)f1S REQUIRED BDX WRH LDCKING UD 9. SCH 4D PVC AIAINLINE FlTfIhtG BR,4I�1D S7'AT10N NUMBER 11.PVC MAINUNE PEFt LEGENQ BRAN�SfATION NUMHER 72.SCH 40 PVC AdAINLJNE Fl7T1NG �pc1DSCqP£ L i D A N D S S B O L T A N D S S B O L T 1 0.P V G S C H 4 Q M F S N L I N E P I P I N G ON L10 IN 2�HIGH CHARAC7ER5 12.SCH 40 PVC MAINLINE FfiTING O N L l�I N 2'.H I G H.C H A R A C T E R S 1 3.3/4"C R U S H E D R O C K-6"D f E P Q 9 1 3.3 4"G R A V E L-6"D E E P �, N P Z S N O �C' 2. HEAT BRAND"BV�ON LID IPI 2'HIGH N� 2. HFA'F BRAND"QCV'ON L1D PER EQUtPAIENT LEGEND 3. FINISH GRADE I 5 '� y USE 7EFLON TAPE ON ALL MALE PIPE THRFJrQS. r 4. PVC SCN 4Q MALE ADAPTER-SIZE AS 14• CHRISTY'S'I.D.TAG OR EQUAL 3. F1NlSH GRADE 14 'CHRISiYS'NON-POTABLE I.D.TAG Z y ',� � CHAR.4CTEftS IN 2 HIGH CHARACTEAS 11.WALK,CURB,OR WALL,EfC. 4. PVC SCH 40 MALE ADAPTER OR EQUAL �o`' ��` 3. F f N I S N G R A D E • � , R E Q U I R E D-T Y P.O F 2 15.BALL VALVE PER EQUiPMEt�LEGEND J¢ I N� /2"I N T U R F A R E A S A N D 3. Fl N I S H G R A D E 1 2�4 R E 6 P R 1 8'N I N I M U M S M d E S I Z E A S C O N T R O L V A L V E 5. WATERPROOF WI R E CO N N E CT O R WITN 36' 1 5. B A L L V A L V E P E R L E G E N D 1 4, 3/4'CRUSHED ROCK 4"DEEP LENGII-1 SUPPORT STAKE 5. 4VATERPRO�F WIRE CONNECTOR WITH 36' C O I L f O E X P A N S I O N L O O P 16.Y-FILTEfi PER LEGENb anat re 4. 3/4'CRUSHED ROCK-4'D E P'fH , 2'IN SHRUH AREAS COILED EXPANSION LOOP 16.PYC UNION-SIZE AS REQUIRED 5. BALL VALVE PER IRRIGATION PL4N 5. QUICK COUPLER?ER LEGENO 13.STPINLESS STEEL CLAMP-2 REQ. 6. WIRES FROA1 CONTROLLER 17.PRESSURE REGULATOR PER LEGEND � � 6. PVC SCH 80 N(PPLE, • 1 2"IN TURF ARFAS 6. WlRES hI�OM CON7ROLLER t8.SC}i 80 PVC NIPPLE-TfP eneWa e 6. COMAAON BR1CK-4 REQUfRED � 7. COMMON WIRE TO OTHER VALVES ON J� @ 7. SCH 40 PVC MAIE lDAPTER-2 REQUIRE� LENGTH FS REQUIRED 2"IN SHRUB AREAS. 7. COMMOM WIRE TO OTHER VPIVES ON SAME CONTR0ILER 19. SCH 40 PVC FEMALE ADAFIE}2 ,' �� 8. MAINUNE PIPING PER IRRIGATION Pt1W 7. PVC SCH 40 STREEf ELL-TxT SAME CONIROLLER +� ��2"IN TURf,2"IN PLANTER g, CONMON 6RICK-4 REOUIRED 20. 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HARDSCAPE(lYPICAL) 12• PRESSllRE ��E 3"+ 36' 4. EASY FIT COUPLING 1. FlNISt-{GRADE 2, CLEAN BACKFIIL-90x COAtPACTIOfJ MAINLfNE VEHICUf.AR <3' 30' 5. 1/2"BLANK POLYE7HYLENE TUBING NOTE: 2. C�EAN BPCkF7LL-909L COAIPACTION REQUIRED-Sc'E SPECS REQUIRED- SEE SPECS 7. WVNBfRQ SE8-7XB PLASTIC EAIITTER BOX ,- � 6. FlNISFI GRADE ALLOW 6'MIN{MUqI 3. NON-PRESSURE LA7ERAL LINE PEft LEGEND 3. 5?ND ICAL PAVING 3'+ 38' 2. AJR RELiEF PER IRRIGA'FI�N LEGEND 7. PVC EXNAUST HEA�ER OF DRIPLINE _ PRESSURE SUPPLY UNE PER LEGEND 4. NON-PRE SURE LATERAf.UNE/ <3" 72' •. 3. FINISH GRADE g. py�7�CONNECTED TO f'VC HEADER B, SCH.40 PVC TEE OR EL IUBING ft1 VALVE 5. CONTRO�WIRES-INSFPL�BELOW PRESSURE SUPPLY UNE SiEEVE SIZE PER CHA LANOSC?PE designed by KCK . . 4. J¢"X 3'4"PVC REDUCER BUSHING PEpE 9. BARB X MALE Ff7TING BOX (i. PROVIDE 2"OF CIEAN BACKFlLL BELOW PRESSURE MPJNLNE 5. CONTROL WIRE SLEEVE P�AJACENT TQ NON PRESStSRE 3"+ 18" 5. 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SCH.i0 P�C MALE ADAPTER PRESSURE REGUTATOR(SEE RCV dEiA1L) . � � 3. 3"LOOGE POLE PINE STAICES PER PLANi1NG PLAN � • 5. COMPRESSION AOMTER FITTING- , _ 6. MANIFOLD-TO-ELBOW CONMECTION 4. PLANT BACKFlLL PFR PLMli1NG PLON 6. SCH.40 PVC CROSS 7. PVC SUPPLY MANIFOLD S. BUBBLER�SSEAIBLY PER IRRIGATON LEGEND 1. TOP OF MULCH 7. COMPRESSION COUPLJNG 8. AIR/VACUUM RELJEF VALVE(PER LEGEND) s. FlNISH Cw�nE 2. LNJDSCAPE DAJP LINES 8. COMPRESSION ELBOW FfTTiNG PLUMBED TO BLPNK TUBING AT EACH HIGH POINT 7. UNOISTURBEO NATIVE SOIL 3. FINISH GRADE IN PLANiER PREAS, BACKFlIl OVER DRIPUNE 9. COMPRESSION TEE FITfING 9. AIR/REUEF BL1NK TUBING LATERAL ON MOUNDS 8. 1/2"CLASS 315 PVC LATEftat�NE 4. FlNISHED GRA�E OR BERAIS 9. SCH 40 PVC TEE AROUND PtAHi7NG PR 5. SU8-GRADE OF NATIVE SOIL 4 OO Oa��cL�a`!l`9S� 10.PEA GRAVEL IN 9ASE OF DRAIN PIPE � NOTES: 6. (y*) LATERDL DRIP LINE SPP�ING -18 I�CHES � NOTES: , 7. RAIN6IRD TDS-O50 TIE-DdWN STAKE AT 3'O.C. 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ELECTRIC CONTF20L VALVE PER LEGEND 9 f3 0 � Vo °�Vo ' 6 � � 2. RECTANGULAR VALYE BOX WRH BOLT-DOWN LID 1W0 SS BOLT „�q-�J�� _�°' 2. AUTOMATIC CON7ROLLER PER LEGEND 3. HEAT BRAND"MV"ON LIU!M 2"HIGH CHARAGTERS 4 ''' 3. FlNISH GRADE 4. FlNISH GRADE �xr+.uasraEw�icni oF uua:oowNsraew in+crrr oF 4. DIRECT BURIAL CONTROi:1YIRE5 TO VALVES 5. PVC SC}f 40 AIALE ADAPTER SlR/JGM PiPE-tOR PpE DIA. STRAtGHT PIPE�9x PIPE Dik 5. 3'PVC SWEEP ELL-EXTEND BEYOND E�GE OF 9ASE 6. WATERPROOF WiRE CONNEC'fIOM Wj36"EXPANSION LOOP - - ��DSC,Q/��c' 6. QUICKPAD'EMCLOSURE MDUNTING PAO PER MFG'S SPECS 7 ��4 1}p WiRES TO CONTROl�R MASTER VA�VE OWTPUT 7. 10"ROUND PLASTIC VALVE BOX 8. PVC hWNLfNE TO SYSTEM- (�O NpZS y� q�Pl, 7. SLOPE mGE OF BASE 15L TO-DRPlN AWAY FROM ENCLOSURE 8: 3J4'CRi1SHED ROCK- 6"DEEP W1TH LOCKING LJD AND S5 BOlT PER LEGENQ f. SUP BASE SOCKEI'OVER END OF WIRES � `� y 8. 72�V AC POWER IN CONDUCf 8. COMMON BR1CK'-4 REQUIRED 2. STRIP WIRES APPROX.5/8`FROA(ENDS-TWIST TOGEfHER �4i' `r�i+ 2. HEAT BRAND"FS°ON 11D IN 9. VALVE BOX EXTENSIONS AS REQUIRED 9. 120V ON-OFF SW(TCH INI7H CONVENIENCE OUTLET 10.PVC MAINUNE PER LEGEND-LENGTH AS REQUIRED 2"HIGH CHf�ftACTERS 10.WATERPROOF WIRE CONNECTQRS WRH 3- �PLY SEALER TO OUTS(DE OF SEALING PtUG AND FlLL CAVlTY WITH SEAlE}2 " �� 10.TERMINAL STRiPS FOR CONTROL WIRES 11.PVC SCN 40 ELL-SxS' 4. PUT CRIMP END OVER WIRE ENDS-CRIMR SLEEVE AND CllT OFF EXCE59 WIRE --� -a � �' 3. FlNISH GRADE 38"DCPANSION LOOP ,� �qnat a *, 11.5/8"x 5'MiN.LENGTH COPPER GROUNDING ROp 12.MAfNLINE PIPING FRON PpINT OF CANNEC7tON 4. 3/4"CRUSHED ROCK-4'DEEP t t.CABLE TO TRANSMITTER/CONTROLLER 5. PULL BASE SOCKEC OVER END OF YJIRES AS FAR AS P6SSIBLE , 12. EX7END EDGE OF H,4SE 6'BEYOND EDGE OF ENCIOSURE 13. MAINLINE_PIPING TO:CQNTR�L VALVES. 5. FL.OW SENSOR PER L.EGEND PER AIANUFAGTl1RER 6. PUSH SEJ�LING PLUG INTO 8.4SE SOCKET � ena� Q 13.GROUND CONTROLLER PER MANUFACTURER l4,PVC UNION-S2E A$REQU{RED 6. COMIAOM BRICK-+REQUIREd � 1 2"IN TURF ARFAS 7. PUSH WIRES TO END.OF BPSE SOCKEP TO INSURE GOMRt�SE SEALING OF CONNECTION � � � " EXTEND 4'ABOYE TOP OF BASE * . 1/2'IN TURF P,RF?S;'2'IN SHRUS/+REAS 7, pVC MWNLINE FRnM POC-PER LEGEPlQ 2�IN SHRUB AREAS B. COMPLETED WATERPRCOF WIRE COfJNECTiON '�,j��, �• Qc�� OF C AI.�E � ��fr�l[er- � ��ter '��I�� v S�n��r - D �� C��#��r�s � � i 'IRRIGATION NOTESi � `"' 1. GENERAL-ALL WORK SNALL BE tN ACCORDANCE WffFl APFUGABLE CODES AND THESE 6' ��E CARE SHALL BE EXERCISED fN IXCAVATINO AND WORKING NEAR EXISTING 77. LOW HEAD DRAINP�E WtLL NflT BE ALLOWED. CONTRAC7dR TO DEfERMINE IN THE RELD 2 :3 � _ PLANS.' THE COIVTRACTOR S1iAL!APPLY FOR ALL PEF2MffS ANO PAY FOR SAME ��ES. CaNTRAC70R SHALL VERIFY THE LOCATION AND CONDRION OF ALL Ui1LIT7ES WI-lICN HF.A!)S DRA1N AFiER THE VALVE IS SHUT OFF. CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE EOR ANY DAMAGE AND INSTAL!ADDITIONAL IN LINE CHECI<VALVES PS NEEDED AT NO ADDl110NAL COST _. TO THE OWNER. • . A. THE CONTRACTOR SHALL VERIFY ACL'CONDITIONS ANO DIMENSIONS SHOWN ON 1NE 7, THE£OMRACTOR SHALL KFEP THE:PREMISES CLEAN PND FREE OF EXCESS EQUtPM£NT, ' PLANS AF THE StTE PRtOR',TO COMMENCEMENT OF ANY WORK UNDER THIS COMRACT. p,�q-�fALS,ANO i2UBBISIi IMC�DENTAL TO HIS WORK. tg, ALL PRESSURE SUPPLY L1NES AND CONTROL WlRES TQ HAVE f8`-24:MINIMUM COVER .. • ' 5 ' �t ° '�`� ' � B;THE CONTRACT�R SHAI.L CARRY'ALL WORKERS COMP,ENSAT1pN,PUHLIC llA81L(TY (PER DEfA1L). LA7ERAL L1NES TO HAVE 12'MINIMUM COVER. ' �- ELEVEN . � � h�;� " AN0 PROPEF2iY O,MIAGE INSURANCE,.AS REqUIRED BY THE CFfY/QWNER. g• �RRIGAT10tJ DESIGN IS BASE6 0�9 6Q PS!AVAItABLE WATER PRESSURE AT 8 GPAd. • • " � CONTRACTOR SHAtL VERIFY PRESSURE PRlOR TO CONSTFtUC110N;SHOUED A tg, T}IE RADIUS OF EACH HEAD-IS T0 BE ADJUSTED TO 7HAT HEPi}-TO-HEAD COVERAGE IS :" � " "� {I I i I{-I I C I (�I-I I I=I I I-I I I-I I I 2. SCOPE OF WORK-UNLESS OTHERWISE SPECI�IED,7HE COPIS�RUCTION'OE IRRIGATION DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT PRI�R TO START OF WQRK.: MAINTAINED, BUT OVERSPR.4Y ON BtJILD1NGS,WAL}SS,AND WALkS, ETC.IS MINIMIZEQ. .i{I I=}I I�I i I I-i I I,-)I I-;I I-f i I-�I SYSTE�dS SHALL INCLUDE THE'EURNISHING,INSTAlLAl10N.AND.TESTING OF ALL MAINLINE, g, �ONTRP,CTOR SHAiL MAKE POINT(S)OF CONNECiION A5 NO�CE�ON THE PLAtdS. 20. UPON COP.4PtETION OF THE PROJE£F,THE CONTRAGTOR IS TO SURN OVER TO THE _�(I�I I=�I I��I _f-I I_-! I I�I I I-I I(�I I= POINT OF CQNNECTION.LA7ERAL UNES,RISERS,AND Ffil1NGS;AND I�HE FURMSHING OWNEft THE F4LLOWING: z -II��I�-I I I- I=t I I-I I I=I I I�I i�I rW�INSTALL4TIOFF OF SPRINKLER HEADS,CONTROLLERS,ELEC7RIC CONTROL VALVES, t�. (RRIGAT{ON CONTRACTOR SHALL BE"RESPONSIBLE FOR CONNEC7iNG t 20 VOLF SfliVICE � L'��`��f�i�f' I�,-�I I �f±�-�I�I� DETA1t.S,AND NflTES.K THE.ODNTR,4CTOR SHALLRFURNISM�ALL LABOR,MATERIAl, P�S� TO 7HE COkTROLLER;ELEGTRICAL FOWER WILL BE PROVIDED BY OWNER Ai'il-IE A A REPRODUCIBLE SEf OF"AS-BUlLT"DRAWINGS,4ND CDNTROLLEA CF{ART. ��, N -I I�=I I I-!f I_ I-�I i-j I�-1 I f-,C F CONTP.QilEi2 LOCA710N SHOWN ON THE PLANS. B. 2 KEYS FOR EACH CONTR4LLER AND CDNTROLLER ENCLASURE(AS APPUC ; EQUIPMEhlT PROPERTY,TRANSPORTA770N;,4ND PERFORA(ALL OPERATIONS REQUIRFD FOR ��• �� yq� P I-R I C-1I I-I. I I-I��-{I I-I I I' A COMPLETE AND OPERABIE IRRIGATION SYSiEM kS IN�ICATED ON,pR REASQNABLY C. 2 QUICK COUPLER KEYS AND M,4TCNING HOSE SWiVE2S. W�❑��dyt/CA 7�It� -I I 7 I 1' I-�I j�i I{-��= IAIPLfED, B1`THE DRAWINGS,DEfAILS;AND N6fES., INCLUDEB AS A PAt7f OF TNE �t• �-�RES SHALL BE SOLJD GOPPEft,,PLASTI.q_INSUtII'�ED, U.F. DIRECT BURI?L WIRE. D. 4 OF EACti SPRINKLER HEAD SPEClFIED. -- • � I-f(f ;I-I' I I I-��"�I i- �RRIGATI�N WORK,BU'f NOF LIMfFED BY Cf,ARE THE FOLLOWING: ALl-COMMOu WIRE SHALL BE AWG�}12'NHfTE;ALL:'CONTROL WtRE SH,4LL.,BE AYd6�14 f�y�;! i(�_ �_ }!� �� RED OR Bj.ACK.. COtJTROLLERS SHALL HAVE SEPARAT�GOLOR CODED COMMON WIRES Z1, PS-BUtLT DRAW{NGS-THE CONTRAGTOR SHALL PROVIDE ANQ KEEP UR TO DATE A --+ � c �� ,4 INSTALL COAdPLEfE OPERABLE INDEPENDENT IRRIGA7101d SY5TEMS PER THE PLANS, ��T�`�0 OR MORE CONTROLLEFiS ARE ON PROJECT. COMPLEfE "AS-BUILT"RECORD SEf OF PRfMTS'WFIICH SHAiL BE CORfiECTcD UAtLY ANO - E F 4-1��r DETAIl.S.NOTES,/WD LEGENDS. SH�H�EVERY CNANGE FROM THE ORIGlNAL DitAVJINGS. PRIOR TO FINAL IMSPECTIQN, ' � � '�_I;,�+�y;`f`j��f�i= 12. ALL CONTROt WIRES PND IRR(GAT(ON PIPE LINES THAT RUN UNDER PkVING SHALL BE THE CbFlrRACTOR SHALi TRANSCRIBE ALL INFORAlATION FROM THE'AS-BUILT"SET ro B.Al1.IRRIGAiION V/aRK SNALt BE GUARANTEED 6Y THE CDNiRACTOR AS TO h1ATERfAL ��N SCH 44 PVC PIPE SLEEVES: SLEEVES SHRLL BE SIZEU ACCORDING TO A REPRODUCIBLE AIYLAR,PROCURED FROM TNE 0`NNER. A(1 WORK SHALL BE NEAT -- AND WORKMANSHIP,INCLFJDING SETTLING C1F BACKFlLLm 7RENCHES BELOW GRADE, 7HE CHART ON THE PLtWS. ANp LEGIBLE,LOCATIN6 THE FOLLOW{NG REMS FR�M PERMANENT POINTS�F • � . • - ' FOR A PER{OQ OF ONE(1}YEAR FOLLAWING TFiE DATE OF FIPJAt.ACCEFfANCE OF T3, qHq��OCATIaN OF C�MROL VALVES SHALL BE APPROVEO IN THE FlELD BY THE REFERENCE:SHUT-OFF VALVES,MAlNGNE AND COhS1ROL WIRE ROUIING,FOC.8�'�CKFL4W •. _ . • ` ^� � THE WORK. LAMDSCPPE ARCHffECT OR THE OWNER'S AUTNOR�ZED•�REPRESEIYfATIVE:• -, DEVICE,COKTROL V,4t,VES,CbNfROLLER,QUICK COUPlERS,AND�TyE.R PEKfiNEN�. . . . UNDERGROUND ITEMS. ' 3. THE CANDSCAPE ARCHffECT SHALL DECIDE PLL�UESTIONS RElATfNG TO T}fE �4, �pry7R,�'TOR SHALL HEAT BRPND VALVE NUMBERS ON OUT3IDE OF ALL VALVE BOX LIDS. � t. DR1P EMffTER PER IRRJGATION LEGQJD , IA{fERPRETATION OF THE DRAWINGS AND THE ACCEPTABIE FULFlLLhAEN'i`OF TFiE • . 22 CONTROILER CHART- UPON PPPROVAL 0�lNE FlNAL"AS-BUIL'r'DRAW(NGS,PROVIDE 2. GIH18 t8"RISER ASSEtaBLY � �a�'�• �+� `�"` � . " • 15. ALL eP,�LSs OR GALVANIZED CONNECIIQNS SHALL BE COA7ED W�TFI TEFLON TaPE oR oNE CHaZT FOR EACFi coNrROLLER INSTALLED aS FOLLOws: • designed by� KCK �• .3. MULCN PER PLAhi ¢, PIPING AND VALVES SHOWN ON THE PlANS ARE DIAGRAMMATIC. CAN7RACTOR SHALL �Q-LUBE�IOfNT CORIPOUND(OF PPPROVED EQUAL). ALL PVC THREAQED CONNECTIONS ,u,. '1}�JE CHART IS TO 8E A REDUCED COPY OF THE,APPROVED'AS-BUILl�SYSiEM(A ' • 4. FINiSH GRAI}E ' � ,u ' ROUTE PIPING TQ AVOID CONFLIC7 WffF{5iATfONARY ELEMENTS AND{N SUCH A MANNER SHALL BE COATED FYITF{T�FLON TAPE a � , 8L4CK-IJNE PRINT REDUCED TO THE MAXIMUM SIZE THE CONTROLLEFZ DOOR WILL � • -dl'aWf'i�b .KCK 5. SCHEDULE 40 PVC EL.80W,TKF _., . .. y B. PVC TEE SCH.40 OR E1HDW UNE SIZE FyS TO CONFORAt WFTH THE VARIOUS DEfAiLS AND OESIGIV INTENT OF THESE PLANS. AL1.OW,COLORED WI7H A DIFFERENT CQ1AR FOR EACN VALVE•STA"f10N?. � " ' � � 7. SCHEDUIE 8Q PVC NIPPLE,�7CT, MIilCIMUtd 24'L.ENGiH... 16. ALL PVC SOLVEM-WELD CONNECTIONS SHAIL BE MADE WffH SOLVENT-WEED AIATER�ALS , . , . �a{E; 9.17.2015 � 5. THE COMRAC70R SHALL AT ALL Tlh(ES PROTECT HIS W�RK FROAi DMdAGE AND THEFf �RECOMMENDED BY 7HE PIPE MANUFACTURER. SOLVENf-WEID PRIMEFZ SHAl.L BE g, yh{EN COMPI:EfEO_AN�PPPROVED,THE CHaRT SHALL BE HERMETlCAl.LY SEWFD AND R�PtACE PLL DAMAGEO OR STOIEN PpA[S AT HIS IXPFNSE 11NT1L THE WaRK IS �'FLJEi7 AT ALL CONNECTIONS. • ' BEfWEEN TWO(2)PIECES OF 20 MIL CLEAR PLASTIG AND A(OUNTED OtV THE INSIDE ACCEPTED IN WRITING HY THE C}WNER/CITY. OF THE CO�TROLLER_DOOR.,USING YELCRO TAPE OR EqUAL. . ... • , .. � ._ ...:.. ,. ._-: .FBVISIOf1S. . - - ... .._, - •• . ' " � ' � ri �mit�er � ��r��r�� Irr� �tior� P��t�� . �� . . . -.� - ... ;7-ElevanaiCupgrtino�-----___-----_------------------------------------------;-------,-------• � . . . , -- • iWatering Schedule forfirst six months after_plant fnstaUatlon i ; _.___._.. ._ ..___. �. ... .._.._.._v ._._...__ .._....._ .__ _.._ ..___.._� ' - ------ _- 8tation ,Ap.RI. Min./Wk. Irr.Days ;Plant Base Month Jan .Feb Mar Apr R'!ay.June July;Aug;Sep_Oct .Nov Dec � ___. _. , __.._._._._ ._____, _-- - -..__ . _. 1Hour ApRLxBQPerWk Factor RunrmaWeek(yEto OY.�ti fl��O.FeI 1.05' '1'S�143' 1.c�i 1_�13�110I 0i �0.3FE�0..",9� , , ____ _. -- -__- , ---_ .. _ , . _ _ ...._ __._. 1 2 3 4 11 0 10 a0; 3i 0 5 1.67 1: 1; 2; 2 31 3� 3� 3� Z� 2r - 1. 1� ,__ _ _ _ __ ____ . .__ _ �.___. __.._. _._ . - - _ -_. - _- - � 2 0 9h 136 36f 3� 0 5! 22 73 9! 12:` 21. 29• 37'�40� 44 391 30' �21; 10 .8� ,. _..._.__ .._ � __. _... .,_ _ . 3+ Q 51' 117.65� 3' 0 8. 19 61 , 8, 11 18 25' 32!' 35� 38t 34� 26i 18! 9 T.} � ,.. '_'_ -_____..,... '"" {. ._ _L.-_..__.__. _�._ . ... . ._ _ ,. ."'_ ' ._"" �._"'"'�. '_'___.._. "'__'_ 4� 6' 10.001 34 0.5� 1.67 i 1� 1� Z; 2 3- _3 3 g� 2� 2; � 1: 1. DP,�P EMITfER PER IRRlGATION EQUIPMENT 5i 0,41 i46.34! 3. 0.5� 2a.ss; �o' 13. 23; 3t� 4Q( 43' 47 42 32j 23� 11 9; i } r � i . .. .. ... . ._-•-' -- "-- . _._.-... _ . .. ._ LEGEND � g p.� 428.57' 3� 0 31 42.8&' l7` 23 40� 54 69! 76 82 74i 57i 40t 2t} 15! 2. CONNECT EMITTER TO DRIP SUPPLY LINE PER '- ---?,-_0 14_ 428.57'L__ 31 A 0_3� 42_86 17; 23 4Q 5d' 69 76i 82� 7J 57i_40_ 20 151 . . . .- ._ 'O Ir�$(�a�IO�I DEfAIL'D', THIS SHEEf - ---- -; ------ _____ ,- Y--- - _.._ -- • _. ----------�--------_�____ .: _......_ - - � ' � aE;'��1�5 5 3. DPIP SUPPLY UNE PER IRRIGATION PLAN -- -�-- - �---�__._r 84' 146i 196� 252! 277 299' 267r.206! 1461 -71 56 _. - TotalRun Time)Min. 64�, ---.- ,- . �----`-_----;__.. ..�_ ------.-_, 4. IRRIGATION LATERAL PER IRP.IGATION PLAN �-- _...----.___,.___� _ ... __ - -- ; ' _ , ; �- -- - � .. --- -� � ' - - -.. __.�_.y_. T-- •- - I _._ -- . _TotalRtm TimeJHotar_Li.06r_i_40i_2.43!327.J4.2i A.61 4.98E_4.A6;3_43!2.43�1.18 0.93; �------ _�_. __ __. . . _._�__ . � . 5. DRIP CONTROL VALVE ASSEMBLY PER PLAN - --- _ --. _- _ -_ __ _ .__ _ _._._-..._ -. ..� _�__._�.. ___-. g �7 cle�en cPCuge-t,no _._.__ ,_ .`.. p an scole N T S - --._.. ..-------- - . �-- -- . _-�--- _._�. --•---- I : . . . 6. i.RIGATO MAI L1NE PER PLAN ;Watenng Schedule follo�nnng s'ix month plant establishmertt penod` ; � 7. SHRUB PER PlAN71NG PLAN �,Statlon Ap Rk Min.lWk Irr Bays Plant_ _Buse Month_ Jan Feb Mar Apr_May June July Aug Sep Oct .Nov De� � 8. EDG£OF HARDSCME/PLAN7ER AREA � lHour Ap Rt.z60 Pe�Wk. Factor Run llme Weokly Eto� 0�,_0 4a 0 78 1 06r 1.35 1�4�1 G�J i�3 1 3Q 0 7C 0.3II�.0.,0� PER PLAN ' __ 1 _ 51 10.00--- -�3---0 5 1 67 � 1i 1 1 2. Z 2! 3 -2' 2':1� 1.._ 1 . _..__ P /�� ^<I 0.�;1; 136.36 3 - 0.5j---22.73� -- 8��_ 10 18 24 31. 34 36� 33 �_ 1H�_9.__.7: •- D!�`O`'V��^ --- -3- _ �--- 17.65___ 3-- OS 9.61-- --- 7 -9 - 5 --� --g --9_ 1 28� -� -------• 0.S 1 1 1 2 ' 2 2 3 22 15' �7' 6 \ w';.+�.�ry, 5 ,- C:l,f1ry.,,;:;.r��:��'��✓,,n� 1�;^„�,A- � 4_ ol 10.00� 3 O5� 167. ^1. 1 1 2, 2. 2� 3 2' 2'_ 7 1 _1 '- �•r✓li �._.�;� �� t�j_"�'1 F;��'i,`!)tr.��"u� �� . "; • 5� O.d1- 1A6.'41 3 0.5 24.39: 8 11 19 28' 33 36! 39, 35i 27,_ �9�. 9 7 U��.�..' u --.•_.. . .. _.. F'�`'� -� � ,� � � ``' ' ; Gi, 0.14_ 426.57' 3 - 0.3i 42.0B . 15, 19; 93; 45 58 63i 69' 81; 47`f33� �g� �8. �....a� ��., / , , , , , ` ��<-.-. �.�!��Av� 7 0.14� 428.57 3 0.3: 42.85 15� 19; 33� 45� 58 631 69' 61' 47' 33� 18 13'. �. ,J�n . �e.l g h" _ , , ��oa�4}(b`aL�,�iF�� ., • ,��:=��`�G'3i;� i 9�r�s�v �" � J � 0 gl t•w--e Total Run Time/Min. 53� 70; 122' 164 210� 23i� 249; 223• 471 }22; 59� 47 �' . 8 ..-. . . , _., . . caa 2 rvi M ar�,ce , 7 . . . , _ ---.�.� ___.�� _�, � , ,. 'nt�s�o oava . . . •�"Y:�:"� ! i� e•„ -�"w��r�'�-�rR� � . . . . . , . _ . .• � �v'aJ��b'c;°e�S�;L�EZ•y� �ti`' �� y C� f�� '- . • - - Total Run Time/Hour 0.88:1.17'2.03 2.73 3.50 3.84'4.15�3.71;2.86�2.03�0.99 0.78 . 7 C . . . � �� i'�� r� �� t 1/2'=1' � �c��+�r0� �C��(.1�� IRftlL�AT10�V RUN TiMES ARE L1t1ATfED TO 11-1E HOURS�8 PM TO 10 AM � , . LI-3 ;� , sheet 3 of 5