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HomeMy WebLinkAbout11-12013 CITY OF ZEPHYRHILLS 53�5-8TH Sl72EET (si3)�so-oo20 12013 BUILDING PERMIT Permit Number: 12013 Address: 6900 AQUA VISTA DR Permit Type: IRRIGATION ZEPHYRHILLS, FL. Class of Work: PLUMBING/NEW Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: FORT KING COLONY Est. Value: Parcel Number: 03-26-21-0010-01400-0000 Improv. Cost: 63,044.00 Date Issued: Name: FORT KING COLONY LTD Total Fees: 511.50 Address: 580 VILLAGE BLVD STE 360 Amount Paid: 511.50 WEST PALM BEACH, FL 33409 Date Paid: 6/28/2011 Phone: (305)665-1146 Work Desc: IRRIGATION SYSTEM AT CLUBHOUSE/ NO METER I A IN LU 511.5 .� � �� , � U T AL 2ND ROUGH PLUMB REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80(2)(c)when extra inspection trips are necessary due to any one of the following reasons: a) wrong address b)condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when calied e) permit not posted on job site� plans not at job site g)work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commenceme " -C ,2�. ( Qt��cl' CONTRACTOR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER .� r : �� �.s` ' �. � � <f� �� . � City of Zephyrhills BUILDING PLAN REVIEW COMMENTS _ �� � v a r CContra omeowner: �> R Date Received: /�%� - /� � Site: �C� G v Permit Type: ( � A ,� �� Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑ ��� � � �. �� � -�s- � ( ���� This comm nt sheet sha11 be kept with the pernut and/or plans. � � ��, "'' � / „ ' ,h �.c.� S Kalvin witz — s Examiner Date Contractor and/or Homeowner (Required when comments aze present) s�3aso-oo2o City of Zephyrhills Permit Application Fax-813-780-00���j � Building Department I�- � �r Date Received � �'�G� I p��Contact for Permitting %l! (�� � – ��y� Owner's Name �'$i FL v/Z / � Owner Phorte Number Owner's Address /S "' ,����Sc-�']' �!�. //1l�2.���� Owner Phone Number Fee Simple Titleholder Name �' f K /1 _O U/t 4 Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS � � 1 (, LOT# �� SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR ADD/ALT � SIGN � � DEMOLISH INSTALL B REPAIR PROPOSED USE � SFR � COMM � OTHER TYPE OF CONSTRUCTION � BLOCK � FRAME � STEEL � DESCRIPTION OF WORK �, � y� S yy� � BUILDING SIZE SQ FOOTAGE HEIGHT �BUILDING $ VALUATION OF TOTAL CONSTRUCTION �ELECTRICAL $ AMP SERVICE � PROGRESS ENERGY � W.R.E.0 �PLUMBING $ �I�!r� _ �2 7 �l vV �J OMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION OGAS � ROOFING Q SPECIALTY � OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO BUILDER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# �— ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# PLUMBER � / �. ` '' ! / COMPANY �(0 7/(�(�.i 'SI /�- / SSG c� SIGNATURE ri-c �� k [� C REGISTERED Y N FEE CURRE� Y/N Address ���� (,Z� Q � 1/ ��G�- License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# �— RESIDENTIAL Attach(21 Plot Plans:!2)sets of Buildino Plans:(11 set of Enerav Forms�R-O-W Permit for new construction. 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received • Phone Contact for Permittin _ Owner's Name Owner Phone Number Owner's Address Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS LOT# � SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED B NEW CONSTR e ADD/ALT C� SIGN Q Q DEMOLISH INSTALL REPAIR PROPOSED USE Q SFR Q COMM � OTHER TYPE OF CONSTRUCTION Q BLOCK Q FRAME � STEEL Q DESCRIPTION OF WORK BUILDING SIZE SQ FOOTAGE�� HEIGHT QBUILDING $ VALUATION OF TOTAL CONSTRUCTION �ELECTRICAL $ AMP SERVICE �� PROGRESS ENERGY Q W.R.E.C. �PLUMBING $ QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION [�GAS Q ROOFING Q SPECIALTY C� OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA �YES NO BUILDER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address ' License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# � PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# OTHER COMPANY SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N Address License# RESIDENTIAL Attach(2)Plot Plans;(2)sets of Bullding Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster;Site Work Permit fo�subdivisions/large projects COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new consUuction. Minimum ten(10)working days aRer submittal date. Required onsite,Construction Plans,Stormwater Placis w/Silt Fence installed, Sanitary Facilities 8 1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ""**PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner 8 Contractor sign back of application,notarized If over$2500,a Notice of Commencement is required. (A/C upgrades over 57500) " Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed" restrictions" which may be more restrictive than County regulations. The unde�signed assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as requi�ed by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the cont�actor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a.certi�cate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County WaterlSewer Impact fees are due, they must be paid prior to permit issuance in accordance with appiicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500.00 or more, I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that ali the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. - Department of Health 8� Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days, the job is considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING RILENDER OR AN ATTORNE BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.' CONSULT WITH Y�U FLORIDA JURAT(F.S.117.03) �� ` - OWNER OR AGENT__y --�-E�-�-�- �,.-:<-.-- CONTRACTOR �7�-y`; "�"���`'"'" -• Subscribed and sworn to(or affirmed)before me this Subscribed and swom to(or affirmed)before me this � by �.( �.0 �'-� �,���l/ bY—F�L -�'1-- Who is! ear p re sonally known to me or has/have produced Who islare personalty known to me or has/have produced as IdenUfiptlon. as identification. Notary Public Notary Public Commission No. Commission No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped 5. VALVE 5CHEDULE NUM5ffR MODff L 51zff TYFff GFM FKffC1F I Rain 15ird FGA-FK5-D 2'' 5hrub Kotary 72.24 0.50 in/h 2-a Rain 5ird FGA-FR5-D 2ii 5hrub 5��ray 56.5 i I .8-3 n1h 2-b Rain 5ird FGA-FR5-D Pi 5nrbb 5Fray 1 5.9 i 1.85 i n/h 3-a Rain 5ird FGA-FK5-D I TLjrf 5Fray i 7. G4 i .65 i n1n 3-b Rain 5ir(J FGA-FR5-D 2ii Turf 5pray 57.92 1.65 i n1h Rain Bird FGA-FR5-D 2 5rl 5Fray 7G.95 1 .8 5 i n1h 5-a Rain Bird FGA-FP\5-D I - i/2'' 5nrt,,b 5�ray 24.67 1 6 5 i n1h 5-b Rain 5ird FGA-�'K5-D 2` 5Ljbbler 33.48 1 CC i n1h -F'P -D 1,55 i n1n Kain 5irr-i FGA \5 211 5hrub 5�ray 57.G I -F'P -D 211 5nrub 5�,ray 78.22 1 .65 i n1n 7 Rain 5ird FGA 5 8 Ra i n 5ird FGA-FK5-D 2` -'.nrL,5, 5F2ray G8.43 i .(5 5 i n1n 9 Ka in 5 i rd FGA-FK5-D 2` TLirf 5�,ray 7G.34 I ,85 i n1h 10 Rain 5ird FGA-FP,5-D 211 5hrub Rotary G5.2G 0.50 i n1n -a Rain 5ird FGA-FR5-D 211 5hrub 515)ray 59,67 1.65 i n1h 50 i n1n 0.3 -,5-D I -,ota ry 9.9D I -b Ka i n E3 i rd FGA-FP 5hrub P 12 Rain 5ird FGA-FK5-D 2 5hrLip 5pry 7 2. G9 1.85 i n1n 13 Rain F3 i rd FG A- FR5 - D 2 TL�rf 51:2ray 73.2G 1 .55 i n1n 4 Rain E3irJ FGA-F'R-9-D 211 TLrf 5�,ray 75.72 i .65 i n1n 15 Rain 5 i rd FGA-F)K5-D 2` 5hrub 515;ry 77.G5 1 .(55 i n1n G Rain 5 i rd FGA-FK5-D 2 5hrub 5t2ry 70. Gb 1 .65 i n1h I7? 2 i 7 Ka i n 5 i rd FGA-FK5-D 2 TL�rf 5r2ray G 6.13 G 1 .65 i n1h -a 3 18 Ka i n 13 i rd FGA-FR5-D 2 TLjrf 5pray 74.94 1 .6 5 i n1h 2-2 IIIoo See Sheet I-5 r �K4 r 14 ..... . ... ..... r %=T I- ---- - ------- 2- 5 V, I............ See Sheet 1-2 IISee Sheet 1-4 12 t 2 13 I00' Ir INA L IIIIk IIIIII ISee 15h e Irrigation Notes I V5r-!,r-Y 51l 3rJ 5�own on the 5te prior to Scale: I 11 = 501 o-c� uri�er thl�o 2. A!Urr�,i � � ! ; .3tiori Date: 7/12/2010 Fli ire or pl3r�5 �5 for ol3rity to 3voij corf1ic-5 nlDate Plotted: 11/10/10 4-, Ar�y riorT31iy n �anj5c3p? are�.�5 3r,- 5ihowri of oprolperty 5�ovri 3o auorl. orly. lr�t5�1 -5�e5? t,err5 of property �n 3n�loclp? 3r.-3�, Owirer or Aroih�tect prior to f;,I any of reJ, 1?e or zore ,orrorit. 5. A�ju�t arc arcl -3��l,5 to cov6l-30o. 6. Vain r;-, �oopo� 5y5ten, WtIn 2-1/2" 5c�eJiAlo 4-0 FYC. Lat,,-rai5 olh3li �o C13oo 200 FVC, 5�zc-� per p'3ro. 7. Nlroro 3r-�Ior l3teralo 3r? coo,-re./J vy t,avirie, 5chcJule 4-0 FYC oloove5 5rall �-5t!!fr 5H311 (of of 51�ecveo eeer3l Ali' 5.',,eveo 5n3l� be a rrin, 2 3�z,.-E, a5. All n yfr f I el-3�0, 9. All lateric, 5r3ll a rr � n I -ri o; 12 1�-r 0iow era�,P, 11. All zr-,r-,.- 131,veo ora!l �e i�r 3(- 1N19;' v3!Lvo �cxeo, All or-3!1 r' 5 �5125C 10�' bcxeo, 12, F,3ir l5ir� 5FX Wt,� 55 .50 corroot 13. ofpu-rt� 5ttior ar"'I :;P, Vy I z 1, in C ,C a rrp!i3rr-e wih C1 ry OF ZEPJ�4W$ ro�o per virl're -,G r,31rl oflroor ar-J P LA N .S t--_)UA M I N E ? 15, 3!1 'O, All rr�o /-�, ,31 nrc3�5 �c a 17, All r:o,�-i-5 rr3-1,ori tr aL,�4/r, exc"-pt ,V�r,-rc ot�ponv:oe tALL W oh3ll �v3tor 5ourc? prior ORK SHALL COMPLY WIT] L 5r,3rtilre any PREVAILINGCODES,FLOR]DABI ' j- ( -, ar� 5rall rotif� -3r�oo3lpe ofLary Ui if COD IONAL ELECTRIC COI E,5!1nrea f0 for 3ry 5y5-ter-, a5 tho CITY OF zEPIV RHILLS ORDIN11 1 r?Juof,j ty of Zfp'r�J'11�1�5 NO-- w 00 rl-��[`Cjrl& 'r�i5l3t�Or, 5y5ter-1-5 5r`36 be ut hzo(� for new C:) Y an�-, rruit�-fam-,�y lOt5. rr�r,3t�01 5h3H be l�rOV!000 for 3o rnate-4. 2. The fflor�c� I a 50G�ety (F15) 5t3r-,03rC,5, Nlr,ch are, by re;erfr-CO, 5-!Ojl,-,' C14 -0 be u5eo �or 31:� �rr;��at�on the re�;p rerre-t5 o� th,5 r - - - - part 5Up.-r50&0 LL 3. An �rr-�L�at�on 5 te �2!3n, at 3 5Ca!O, 51131� be 5UbM'ttfL-, the Ui 0_ E] zOn05 on 20nf5 arc� re35 UtJZr-Cj all other moat�on < 0 Tn(-- plait�e m�at�on 50l,roe, ffx�5t�n,:j /Vth r-,,cvvly ar-C;5C ' are a p e a n CA t,,;, , 35 5�all t, rc -0��Lj�rec; to 5LJibnn�t an xr�cjat�on plan. Cn 4. Wero ava,lable, r�soia reo 5113111 be J50c:, �Or zinc, 5hall GOn-ply C) the re�ju,rcrrOnt5 Of th�5 5CGt�011. z CO rn-)L�ite 5eFar3tc an65GIlpe plan20n,-�5 b35C�� Or, cf3 F) 5. Tro mi�3t�Orl 5�c.erri 5ha�� be to a��com c 0D < CD Watbe On �ror-, O�n-r piant ZOnC5, X C'4 5�2,3c,�no rot xcoor� 55% of the 5br,qk�fr5 6�13r-neter Of 0 00 ;a 7. 5iPr3y5 an,� rotor- 5-iall nave rate5 vVth�rl xrl��at on zore. 5pray5 an,.� 0 CN rOtOr5 5hall ,lot b�-� GOrrb�r�OL� 0-1 the 5'arre �rr�cjat�orl, zone 5. All. rr��]3t�Orl -5-y5t0!T5 51131H rO C-,05�L�,;ner, to 3VO�CA rUnOff Or Otner 5 r-1 Gorldit!015 z A'3ter flOW5 Onto Or Over 3rj3cont pro;:;erty, non-,rr��ateo al-035, V4kVv3yr--, rO3,-,,,Vy5, 5tructur--5 or z A'ater ;eature-r,. Narro,/,/ 3rea5 (;iour feet VC�0 Or !1055) 51131H t�,e rr!o -rj�r ,3tf�j tn _�ro- 9. ImL�at:on c_Oi-tro; ,cluc'Ao an operable anc, -�Linc-t�on�nc� aLtorrat�o controller ryv� ;�ex�ib,lty 5-JCh 35 repeat cycle5 an,-, rrult�lple pro�yarr kitorrat,c, controiler-(5) 5hall have a L�att�--ry to reta�n the Automat�c 001tl`O� 5y5teM5 be w:th o ' perablo anL� �Lnot�on,nL� -3�n anc-, mnci 5er,50r C�CV�GC5. ThC5C r5OV�CC5 5n3 1 be plaGe(� n area,5 4,here tiney ca-i 5�e ex.F2o5er� to ntural a n;i3ll 3n�j A5 the tO&nOIOL�y rn0�5tUrC 50n5,1`1�� to cu�-ol . rr�,'13t�orl wi-en L�roui-IL� t,0'15 -'O not ",Irrant w3ttr—j� are C. The rr!L�3t�Or 5y5tCrr 5haH be Ta�rlt3�rer, rjc� lrariaL�er, tO Cn5LJr0 e�,��G�Ont water L,5e ano, to pre\/ent VV35tefUl The5e bUt ae 'lot Irn tf(� to, re5ett�n�� the 3L;tOlr3t�G con�rol!er aCoor&xL� to 5035011, cleanir� rrjL�a,t�on t05t�nL� the r3�n 3n& Vv�rr, 5(f�n5ol-5, aaju5t�r'L� re[pa�r�rcj the rrl�3at�o oot�,,�ip.Tent to en5UrC the e�f�c,�Or;y of the 5y5l�-Orr, �5 rna,nt3 nCO, rflplen�511xc� rrulch, jt�hzxc� turf at­C� bC5t rr3na6jerrent pr3Gt!0e5, nClUb�nL� plant prUn,n,� �1`355 arOUI,� 5lpr,rkler hea��5. Mona I A `-6L��5t0l`6L� l3nL�5r-3lpe 3l`Ch�tOCt or rr�r�at�on 00ntr3(�tOr 5�31! corl,,-Liot a f�ral f�elo r5;pect,on Of �rr�0,3t On 5y5terr. A cert�cate of corilph3r(_0 A,�th the roc�,Ljxement5 Of th�5 Elrt�G:P- 5113d bO , an "115 5Ult" Of trO lrr�3t�Orl 5y5terr 511311 be to the c�ty 3no tne F�Irolporty 0,VrCr 3�IC prov�cl,ec� to te ,;�ro�perty OVner an,� C ty prior to obta�n�r�3 the of Lz� FRIMARY EQUIPMENT 5CHEDULE 5YM50L MAN bffACTUKEP,'V0DEU1)E5CKJ FTION QTY IS Ka;n E3�r& FGA-FP,5-D 2 2 An,5,;;lc conf;,�urt;oi. tior-trio Kerote �otrol Va�-,/e, vv�tn NJL*�o T- I 1 3-i<, C1355 1 25 brorze �,;atc 51hut off a've v�tn Oro55 han&!c, 53MC 51ZC 35 1p�be r, arrEter Valve -Iybr�c, Controller, 24 5t3t�on5, outc�oor, (w�tn TKC remote #0 I CGC) controller ,th 5tat,Orl) ��a rl 13�r,� -,\SD-Bffx -'1fr5Or, W�t braGkCt, OXten5�on A,�re. Vounte& on 6' pole with purr�p�rl,� 5t3t�Orl. p7p] We�l an& Furrp�ni� 5tat�c 'loover 5y5ter-n5 rno�-,el �l5�-7.5C5-230/3-A,E-24,�1,L,M,F\2,5,Z wt 411 well of 75 GPM at G5 ['51 at 6�5chrcje. �rric�3t�on Latera� Lre: FVC Cla55 2CC 513?, 2 rr�jat on FVC 5ciheoule 4C 2- l/211 rra,n�,rle. IP pe 51oeve: FVC 5olhooble 40 Tylp�ca! p�lpe 5leove for p�pe. F'�PO 5!06VO 5�Z6 5hal� allow -or p ip-rL� anc, thex rp,13teo, coupkn��5 to 035dy 51h&C tl-rOU,-;h 5!C0 L- Material. 'XtCnC, 5100VC5 16 nclr05 t�,eyonc, oValve callout Valve Nurrber # Valve f:ON Valve &ze Z l 7,227 I.f. 2,74'3 1.�. I 1 427 1.�. I h; s Drawingand Fhe Desigri RLpresr.tod HLreinare 1"he Exclu:sive Property of Brad Smith Associates, Inc , and May Not Be Reproduced, Usc�t or Dissan:nted Without 'A ritten Permission 20 10 Brad Smith ksccii ates, Inc Registration: FL Reg LA Corp fiff'OU305 A Sheet Number 10, of 16 Projec't #: 108-578-34 U N > C) I h; s Drawingand Fhe Desigri RLpresr.tod HLreinare 1"he Exclu:sive Property of Brad Smith Associates, Inc , and May Not Be Reproduced, Usc�t or Dissan:nted Without 'A ritten Permission 20 10 Brad Smith ksccii ates, Inc Registration: FL Reg LA Corp fiff'OU305 A Sheet Number 10, of 16 Projec't #: 108-578-34 • /` 4 3 X i d 'Y /'� \ a>vvvv�4 a Nv�vR 'lid �' „� ' / , // \- .'J ' .1r \ Y v, r 3 �. v w, ,r x. i .v /4 I w n �. , ,.;_11, / V 1 a' a v \ E 'f , y; v A✓ ;fix v„ a r.` off r \\ F,\: \\ XX „> ''`/ // Ti \2 $ �.` \� ,�,�' 4` '1 \L Sly\ `S \�� \ a / % vy / � > � z 3/49 3” 1Y2 � % " > 1f/ �v' .1 e ­4' I l, 't I 11 , Z � .. 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F.ia`� 2 ,a \ \ \`.F .\l1\ \.YT U \WS ;; i f'/ / :` .a : ',s ^. 1 :&" s. vya� ovvvv* �vvvv� avvAv avuv� av�va yvvvv' A Yi / / - "V` :. �% /� ' . , a. ^.. l : / y° `.., Vie`';" t ``�'`°� �'� 4 ' l.. / F� ZZ \T .-N,11 )ti1"• 47411 z: , /. j/,/�j j� /� j 2 3\ Z Z \ 3 a \�•i \: / le .1 � , r a.. 4 11 �', / / \ rr 1f .;� 'i a ,,; / / / 11 j \ 7T4 \ / / / 1. i \ \. \ a / �� \\\ ti / \< 11 \� e t v v v ti A _�,. i a f ai /l � � /. 4 E � / , '., . y,. so t. 13 F \ / >ek ,\ � i/ ..211 {..�.2 ,tj/ 'fin~. / \ �,f \\ y / x /4'. \, ) d` / / \� 1 '� f / -, • 1„ 17.6 s. 11 _b a /' - � tea\ -� e \�" V \ 1 " 9.9 `'� � r � I-A , n � I "r <- \ 11 \ 11 I \ \ /: . i \ _... •\: _. (e;.. _.\ \ \k . \v, /,ice \\\i��„ \\ ,�. ` \� ::x .\\ \ \.,... \..\ ..,..._.... ..... __ _ 11.11, 15 ,t5 l 77 1: rte l e:.' / / `� 4 1f . ...... ..._._.. .. .. ✓ o , , I ✓ u ''' 4. �h .,tip 2 f �,�.y ? : \�C Q " v w, W '` • \ l [fir !` ,, `; ..s y i \ . , ® g f � 1� 1, � t L , ,� F ; \\ y Y .. �: I' �,', \ III V ;/ Z ,�M `, \` s 1 15.9 \ \ / , v�v yam: ,v. 11, Ill 2 69,0 a A, _ 11 a, \� 11 `��- s� i„ 3 ,7'.__.x —.. _X-1 / ,-%I /. bee Enlargement 1 �- Irrigation Elan, Sheet 1 -2 I . _It, . to 0 F 0 MM." 0 CMFNW 61 I I , :' "" :3 /4 • 2 3/4 " • 3, 11 I ,1 �..r 3 �pp ' ! r4 �4 1 -- Z , / , 11 �'�' �� ,r, T3/-, 3 , s • �Y4'"a— ' A /'1 ,1 ,� " . "� /' /mil /4 L2 1 III, • `� : 1 Y 'r / , j 11 ! 1 1 Y4„ t I . 1%,, „ . I r1 I • \i �, ,1 �,r. �„ I I— 3 3 ... / a V %", � ,I \11, ri IRRIGATION HEAD 5CHEDULE � A I 11 I - � \ I -,\\\ � ­ I Scale: NOTED „ �' ,: ­: _ Date: 7/12/2010 5YV50L MA^NJrACTJR~R/^ ✓ODtI Y PSI Z„ \ — �DESCR'PT''Oy OT : _ Date Plotted: 11 / 10/ 10 \ „ A ® D Ra n B,ro I SOe �A!✓, PRS 5 S r p per es 7 0 11 G T R T T t ES LG5 CS CS 5S i !. �,I Turn spray o popup ,v���n check va, ✓e anti pressure regulator. �-,, v vI {;� -; '� _ ®® E) 0 Ra n 5�ro 18CG- SAM -PR5 8 Ser�e5 MPR 41 0 o p y Q T H F Turf Spray G" popup '�'�th check ' ✓alve arc, pre55ure regulator. I \ 11 i i i i r i i , \ I 11 I I I I � \: \ I I _ 1 i r i i O t3 e 0 Ran 5�rd I gC6- SAM -PR5 I C Ser'�e5 MPR G4 30 �' o I Q T H F Turr Spray G" popup w th check va'.ve ana pressure regulator. �� 5°a �� ®Q Q ®(� Ra'�n arc, 18CG- SAM -PRS 1 2 5er�es MPR 94 30 __ T H TT T F - G'' "� Q Q Turr Spray o pop p w to chec'K valve and pressure regulator. y. : ® ® M e it 0 Ra n B rd ' 8C6- 5AM -PR5 15 5er'�e5 VF'K 83 30 %� T H TT T F r �- ' f, Q Q Turf Sr ay o popup w th check va'�ve and pressure regu�ator, "A 11/4' "I 4 "� j " n y O 0• Q � ® Ran B rc, 1 5CG- 5AM -PRS ADi 79 3C \ 4 6 8 10 12 15 18 Tur ''' ,v t I n g la I 11 `Spray pcpup h check valve a pressure re� a tor, v O 4­\%,_� �` +. C9 ® ® B�rd 1 8! 2- 5AM -PRS 5 Str �- r " ^� v v Ra'�n r _ 48 30 0 A V A EST L S R T � � 'n v >.\ cy • �� �' ,� � C CS CS SST -5hrub .7�• "ay ! 2'� pOpLp v`✓ �. "� G� ^�eck va'�ve, pressure re�L'�lator � _ 3/4 . vv PO� �"' � J \ Q U I i i I 1 r `� �"� P 2ke' P ® Ka B ra ! 8 2- SAM -PRS 5 Ser es MPR i 3C :Z., I ce T H F c Q �� �� r � a v Jnr� b Spray 2 popup ,��th c �ecK ✓slue, pressure �gu�a�cr I 1, `\ ® n Ka Ran B'rd 8I 2 -SAS✓ -PRS 8 Ser'e5 NP;R 77 3 ^v Q T H F 5 ^rub 5 ra / � 2 I I �/-e n w t check valve, rressure reau!ator , �' \ CI ® Ra'n 5 rd 18 1 2 -SAM PRS 0 Ser es MPR 55 30 `" 3/4 3, 11 Q T H F I 11 �v r4 v. 5hrub Spray � 2" popup Uv.th check valve, pressure reg.:'�ator \� ' "v \• \.<'1i�9�. v a \� 2 [g ®� ®[] Ran B'rd 8 2- 5AM PRS 12 .eves MPR 25 0� A ,:A � �� V, ,.A v,'\. " Q T H TT TQ F 5'nrUb 5 ra 2�� O u With GheCk Va�'ve, re55ure re U�ator Uj t \ P y p p p p �/ \ ' .\ \ ' Y4" s \ c 1 p, -p c o— 3 \ \ \., 3/� , �" [, L'� ®� Ka n B rd 8 2 -�A RS 5 per �� MPR 1 4 0� `\ Q T H TT TQ F 5hrub Spray 1 2" popup w t'n check valve, pressure reg„'ator o U , vv I " o • 5�rc, ! 8' 2 -5AM -PRS AD.' '-2 30 " 00 E \ ® ®� ® ®� Ran o f 0 a 4 6 8 10 12 15 18 5nrub 5rray 1 2" popup ,vth check valve, pre55ure regulator k = o f r c 3/4 p U�.- 43 � &j � Ra,n B',rd 1 800 1 5 5tr'p 5er es 9 30 • rn a) if .. EST LCS RCS CST SST Of ( -a r, 3 5hrub Spray cn *�xea r'�5er, M I Q J Z• � U_ C .lVo , ` V � T ® Ran B ro 1 800 8 5er e5 MPR I OG 30 0 w e cv : " -/4" \ 3/4 „ - Q T H F S'n%b Spray on * xeG r 5er, � Q I \� , o ch I a �„ 10 10 t0 10 1 800 1 C 5er es MPR C 30 �' ch ,r 21/2" 3'J E V 9 El Ka n B ra- a C/� U) 1 2' lY4 "� / p a Q T H F Shrub Spray on `xed r ser. 0§ 3 �4 11, 00 �1MV� Z M 00 (fl e-till 0 1Y4' a 1c 112 12 1c. 2 12 Ra'�n B'�rd 800 12 Ser'�es MPR 48 30 ' 11 21 " c O 3/4" 4„ � ' Q T H TT TQ F shrub spray on f�xed r�ser. _j N / .a � CN ij" a ( 15 15 15 Ra n 5�rc, 800 1 5 5er�es MPR 95 30 • o \ m .+' "� .,,,° Q T H TT TQ F '�hr G ra'. r x-- r r Q //�� CO \ " Lb�p yC e �e Va-N CL ,a. ® ® 10 12 Li LOJ Ra n B'xd 1 800 ADJ 27 3C CA Z 4 6 8 10 12 15 18 S'nrub Spray on nixed r�5er. w�a w1 18 �K \GR Hunter ��1P2000 w/ PROS -CG -CV 23 40 _j a Turf Spray 6" pop -up .v't'n factory nstallea check valve, VF 0- 2" 74.9 Rotator rozZe, K =Black adj arc 90 -2 10, G = Green aaj arc 2 1 C -270, R =Red 3GC arc, on PR05 -CG -CV 6" pop -Lp bOoy. IL6A '1011 riunter MP3000 A'/ `,05-CG-C,/ 3 40 Turf Spray 6" pop-up ,Nth factory �115talled check valve, M,P vv Rotator nozzle. B =Biue adj arc 90 -2 10, Y= Yellow aaj arc 2 I 0 -270, A =Gray 360 arc, on PROS -CG -CV G" pop-up \ , \ body. `\ t�l >1 - s(Z hunter MP 1 000 'Lo�l PRO5- 1 2 -CV 28 4C + ) 7. 5hrub Spray 2" popup w th check valve, Walla Wa':!a rotary Z `'v nozzle. M= Maroon adj arc 9C to 2 1 C, 0 =(Dlhve 3GC arc, O on Hunter Pro -Spray boc,y. (D 0 �Z W K G R �I' �\ hunter MP2 P - r ' -�' �' 4 0 �� C00 w/ IR05 2 �V 35 0 _C< \_, 5hrub Spray 1 2" popup w th check valve, Walla Walla rotary n W nozzle. v =Black adj arc 9C -2 I C, G =Green aaj arc r! U 2 1 C -270, R =Red 3GC arc, on riunter Pro -Spray boc,y. t-s � a. WN r0A runter MP3C00 w/ PROS- 1 2 -CV 5G 40 � \\ 5hrub Spray 1 2" popup w th check valve, Walla Wa "a rotary � O ,._...v nozzle. B =Blue adj arc 90 -2 10, Y= Yellow adj arc V � \ �', " 2 10 -270, A =Gray 3GC arc, on Hunter Pro -Spray 5ody. � Q� 1402 1408 N t, 1401 1404 Ran B'�rd�l 800- 1 400 Flood 54 30 C-1 a f+ Z FIOOc, 5u�� er on SPX 5er�e5 5w�rg P pe. i� s U ..q I �,� ,�4 .Z: U \ � I I \ , \ � C) Z 11 Lz� �, �4 - I \ } j a. -. o n 4 — �: I u r �I � --- I a, �,v 6 ,1 ;,., c < , f 1 _z m. �w .�- �� �� z - - -� _ .� __ a�� -_ _� �.�,_ _ - �- - Y \.. ' �, •'s , \ > r� G' E: • �4 j �� v J 3/ r :, v v "4 3 `ty, \ ate" sf. �Am'. a. ! '. V f, ti •� - e,v 'v , 21�� 11 1� \ ,�_ / 3 \ S I ;` a // / ,� ' , _T­. w� as \` \\ / , 4 �.. x / o < \ , / „; /� v v� Y � � 4 111 I: 1 f /� \ ` vim. " _; �: ../ 3 � o 1. 11 I: ... .�' •� .T \'Y4" .,...../' � t _/. , s � � `Y4" ��a °2 r, I" I • • • „- I I. • \ 1L A�,w � �4. ay. 3 6 4'` Y , �. • c. / /� ✓ k ` \,s \� 3„ l ; \4 3 " " n 2Y2 i , �4 � 4' R re _ Z1 �' ` %4 v • �" :\ �\ 2 \ 1. 11 I u\„a ✓` '' see la went - r g ,Sheet I -2 �4// . \ \.._. % d p , ,, ,„ ,- En Enlargement 2 Ir i at'on Plan . r��\ Irrigation Plan SCALE: V = 20' This Drawing and the Lhsigms Repr- -tTtLd Herein are the Exclusive Prop ,Tty of Brad Smith A.,sociatcs Inc. and �1uy Not Be Reproduced, Lsed, or Dissetn n,a d Without Written Perrnission. 2010 Brad Sm.xh Associat �, Inc. RegistratioI1: FL Reg. LA Corp 40000305 2„ 13 2„ • Y2 3" 11 -a 4 -� „ 2 59 �9 u 5ee Enlargement � 5 r Irrigation Plan, S h wwww v i Irrigati ®n Plan -4 SCALE: 1" = 20' IRRIGATION HEAD SCHEDULE Z,—, 5YN'IBO�_ MAN UFACTJ�Rr`MODFL�DESCI�IPT ON - 5AM -PRS 5 5tr p Serle5 7 3C - � II EST LCS RCS CST SST T t ra o h n r P u� o c wt cr Kva a r r a r ec ve a essu e ., a. o �y 3 p p p -� J r 6 5A P r M 4 1 3C Ra� ✓- R5 8 Se es �PR 3/4'1 ��eO rB d 180 _ Q T H F Turf Spray G" popup w�th c}-eck valve and pressure regulator. /a Ran Br ay1 80G- SAM -PR5 10 Serles MPR G4 30 3/14 ..'' .. �/4„ • Q ® TUrf spr G° popup 'v�th Cheek valve and pre55U re regulator, 0 0 8 B ® Q Ran Bra 1806- SAM -PRS 12 5er,e5 MPR 94 30 Q T H TT TQ F Turf Spray G" popup w�t'n check valve any pressure regulator. Q fe ® Ran T3, rd 15CG- SAM -PR5 , 5 5er,e5 MPR 53 3C Q T H n TQ F Turn Spray G" popup wth check valve and pressure regulator. v Ra f n B,ra 1806 -SAM,- RS P ADJ 79 3C e ; 0 (• QQ Q \ 4 6 8 10 12 15 18 Tur Spray G11 popup w th check valve and pre55ure regulator. 2Yz" � A � 1 � n B ra 18 1 2 -SAM PR'� i 5c� 5eries 48 30 3 • ® ®® Ra - 5 p EST LCS RCS CST o Shrub Spray 1 2" popup wth check valve pressure regulator 2Yz" P Y � ® Ra n B�rd 1 8 1 2- SAM -PR5 5 e 3C ,. per s MPR ,s �u A`. �, Q T H F 1 a )Y4 3 ��� �� 5 rrub ,pray 2' popup w��n check vawe, pressure regulator � _ • 4pp ® ® ® ® R.3�n 13 rd 18 ! 2- SAM -PR5 8 5er e5 MPR 77 30 Q T H F 5hrub 5pray 1 211 popup w th chec< valve, pressure regulator t • L4 n 11 13 Ran Blyd 18 ! 2- 5AM -PRS ! 0 Sexes MPR 55 30 Q T H F Shrub Spray 1 211 pcp.�p w th check valve, pressure regulator l Yz" ai_ 0 ©13 [11 [1 Rain Bard 18 ! 2- 5AM -PRS 12 5er,e5 MPR 25 30 „ 4 Q T H TT TQ F Shrub Spray 1 211 popup w th check valve, pre551„re regulator Ra.n Bra 8 1 2- SAM -PRS 15 Ser,es VP", 14 30 Q T H TT TQ F Shrub 5pray 1 211 popup w,th check valve, pressure regulator VX \ a • ® ® ® ®� ❑i Ej Ra.n B,rG 15 2- 5AM -PR5 ADJ G2 30 \ 4 6 8 10 12 15 18 Shrub Spray 1 211 popup vvth c!leck valve, pressure regulator Ra,n B ra 1 800 15 Str p Sene5 9 30 EST LCS RCS CST SST Shrub Spray on f xea r,ser. Raln Bird I 800 8 Serle5 MPR I CG 3C Q T H F 5hrub 5pray on f xed r,ser. 2 10 10 1G 10 Ra,n B ra 180C I C 5er e5 MFR ! 0 30 2" Q T H F Shrub Spray on f xed riser, 12 12 12 12 12 12 Amin Biro 1 500 12 5er�e5 MIPR 48 30 • _ y Q T H TT TQ F Shrub 5pray on f xed riser. 4� i5 15 15 15 15 Raln Bxd 1 800 1 5 5er es MPZ 95 3C I I _ Q T H TT TQ F Shrub Spray on f xed r ser. 2" F41 ® ® 10 12 15 F1 81 Rain 5�rd 1800 ADJ 27 3C 4 6 8 10 12 15 18 Shrub Spray on f x, r�5er. AV 1�1r,`J Nunter MIP2000 w/ PR05- CG-C`✓ 23 40 R ­" Turf 5pray GD pop -Lp A,tLn factory ^stalked check valve, I Rotator nozzle. K =Black adJ arc 90 -2 10, G =Green adJ arc 210-270, R = Rea 3GC arc, on PROS -CG -CV G" pop -ip 619 2' AIL hunter MP300C w/ PR05 -OG -CV 3 4C I T Tur; S ^a G" o u with facto n5talled check valve, MIP 0! p y p P p' Rotator nozzle. B =Blue aaj arc 90 -2 1 0, Y= Yellow adJ arc 210 -270, A =Gray 3G0 arc, on PR05 -OG -CV G" pop -up HL v Y4" u guava bogy. °N \ ° °'` ° \u � � a •� 1 U\�z �M �0 r1unter MP I C00 w/ PR05- 1 2 -CV 28 40 5hrub Spray ! 211 popup w�th check valve, Walla Walla rotary • v 6" �. nozzle. M= Maroon adJ arc 90 to 2 10, O= Okve 300 arc, �O 12 • on !hinter Pro -5pray body. 2X1 „ 2" 72.7 Nunter MP2000 w/ PR05 -1 2 -CV 35 4C / 13 2 � 3" 2Y2" ' Shrub Spray 1 211 popup with check valve, Walla Walla rotary nozzle. K =Black adJ arc 90 -2 I C, G =Green arj arc 3 210-270, R =Red 3GO arc, on 'Flunter Pro -Spray body. 6eellai' SCfle�It Qr �- I�'i'1 s��'.t ®t! ijlsiP1 �P9 ti °J� linter MP3000 w/ PIZ05 -I2 -CV 5G 4C ,- � r =- 2 59.9 I °fir �/7J r \ Shrub Spray 2" popup with check valve, W aIG 'vValla rotary o • ate• • • =i� -'°_ • •'r- - -r ^'•� s s c°cE.�a • • ez.LCr:_a s e ���,a : °��:./ • • a:rz.raa • • _ -�- 'e a^F�tl • s c,m:�s • • • - - �,f . nozzle. B=B'ie aaJ arc 90 2 10, Y Yello j arc 2 0 -270, A =Gray 3GC arc, on Nunter Pro -5pray Boay, 1402 1408 ® ® Ra,n Bra 800- ! 400 Flood 54 30 1401 1404 Flood Bubbler on SPX 5er�e5 Swing Pepe. Irrigat-iorm Man SCALE: 1" = 20' Scale: NOTED Date: 7/12/2010 Date 11/10 1 e / 0 0 0 Ct (A >1 U V • w This DTaw'r.g and The Des:'grs Represcmted Herein are the Exclusive Property of Brad Smith Associates, lne , and May Not Be Reproduced, Used, or Disseminated Without Wctt�m C 2010 Brad Smith Associates, lnc Permission Registration: FL Reg. LA Corp. 400CC305 Bradley A. Smith LA 4764 t s 5/4 • \ • z � MANLJ`FACTUREWMODEIJDE5CFvl TiON QTY .. _ o:. Kan B,rd 1 806 - 5AM -PR5 15 5tr,p 5er�e5 7 3C EST LCS RCS CST SST �a 4" Kan E3 rd 18' 2- 5AM -PK5 ! 0 5er�e5 MFK 0 Q e O Kan B rci 1806- 5AM -FK5 8 5er,e5 MPK \6" _.. -''. Turr 5pray G" popup with check valve and pressure regulator. t s 5/4 • \ • z � Irrigato-ion Plan JCALE; 1" r 20' IRRIGATION HEAD 5CHEDULE 5YMB0i_ MANLJ`FACTUREWMODEIJDE5CFvl TiON QTY .. _ A A 46 &A Kan B,rd 1 806 - 5AM -PR5 15 5tr,p 5er�e5 7 3C EST LCS RCS CST SST Turf 5pray 6" popup w'th check valve and pre55ure regulator. [1 ® $ 13 Kan E3 rd 18' 2- 5AM -PK5 ! 0 5er�e5 MFK 0 Q e O Kan B rci 1806- 5AM -FK5 8 5er,e5 MPK - _.. Q T H F Turr 5pray G" popup with check valve and pressure regulator. ® ® ® ® IM 0 Kan B,rd ' 8 12- 5AM -PR5 1 5 5er�e5 MFK 13/14 Ka n 5 rd 1 80G- 5AM -FK5 I C 5er�e5 MFR G4 3C Q T H F Turr 5pray G" popup w��tn check valve and pressure regulator. Kan B rd 1,50C 15 5tr p 5er'e5 Q 0 8 (2) ® Q Kaln 5,rd 180G- SAM -FK5 1 2 5erte5 MPK 94 30 Q T H TT TQ F Turf 5pray G" popup Al t'n check valve and pre55ure regulator. • CV Kan Bid 1 800 I 0 5er,e5 K Q® M e e 0 ... .... _ -- 83 3C Q T H TT TQ F I t 15 15 IT rR ?5 15 Ka n B rd 1 8CC 1 5 5er,e5 M':PK e OF O © O O ® Ka n Bird 15CG- 5AM -FK5 ADJ 79 30 4 6 8 10 12 15 18 Turf Spray G" popup w,th check va=.ve and pre55ure regulator. _- Hunter V2000 Al,' , `K05-CG-CV A 6 Z@ M® Kan B rd 1 8 1 2- 5AM -F'K5 1 5 5tr p 5er,e5 48 30 EST LCS RCS CST SST 5h b 5 12" t' h ' �P �'� �1 t body. Hunter MF3000 A l FK05 -0G -CV Turf 5pray G" pop -up with factory �n5talled c'neck valve, MF Kotator nozzle. B =Blue adj arc 90 -2 10, Y= Yellow adj arc 2 I C -270, A =Gray 360 arc, on PK05 -06 -CV G" pop -up body. �M �0 Hunter MP 1 000 w,/ PK05- 1 2 -CV 5hrub Spray 1 2" popup vvth check valve, Walla Walla rotary nozzle. V— Maroon adj arc 90 to 2 10, 0= 01hve 31GC arc, on Nlunter Fro -Spray body. nv V1-wV Hunter M1`20CC w/ FK05 -1 2 -CV 5l-rub 5pray 12" popup wth check valve, Walla Walla rotary nozzle. K =Black adj arc 90 -2 10, G =Green aoj arc 2 10 -270, R =Red 360 arc, on Hunter Fro -5pray body. %wJ Y Hunter MP3000 wi FK05- 1 2 -CV 5h rub 5pray 1211 valve, popup w I h W3113 Wa�a rotary Wa � This Draw'ng ar.d'l`he Dcsigris Represented Here n vre 1-he Exclusive Prop aty o, Brad Smith Associates, Inc., and May Not Be Reproduced, nozzle. B =Blue a&U arc 90 -2 10, Y= Yellow adj arc L'sed, or llisscrninated Without Written P=issiun C 2010 Brad Smith Associates, Inc. 2 1 0 -270, A =Gray 3G0 arc, on rlunter Pro -5pray Body. 1402 1408 ® A M Ka,n Bard 1 800- i 400 Flood 1401 1404 Flood Bubbler on 5FX 5er.e5 5W ng F L Reg. LA Corp. 00006305 Bradley A, Smith LA x764 \ Y - - - _ 3" v e - _ \ i nu� ,!` .' •'� • �" i� lid •'. ...!. - - .. .. .. .. ... •�' �...` ! &!_.... • B9 • ! 1 i...i63 !� i;;`.teY !.�• ! 501 •_. i3 9. M=M -! i._Q =MAO • �iis - -! i', • X1®1 �,9 •�- • i .,. .w - ... .. _ V \� ..... Irrigato-ion Plan JCALE; 1" r 20' IRRIGATION HEAD 5CHEDULE 5YMB0i_ MANLJ`FACTUREWMODEIJDE5CFvl TiON QTY F51 A A 46 &A Kan B,rd 1 806 - 5AM -PR5 15 5tr,p 5er�e5 7 3C EST LCS RCS CST SST Turf 5pray 6" popup w'th check valve and pre55ure regulator. [1 ® $ 13 Kan E3 rd 18' 2- 5AM -PK5 ! 0 5er�e5 MFK 0 Q e O Kan B rci 1806- 5AM -FK5 8 5er,e5 MPK 4 30 Q T H F Turr 5pray G" popup with check valve and pressure regulator. ® ® ® ® IM 0 Kan B,rd ' 8 12- 5AM -PR5 1 5 5er�e5 MFK O® e 0 Ka n 5 rd 1 80G- 5AM -FK5 I C 5er�e5 MFR G4 3C Q T H F Turr 5pray G" popup w��tn check valve and pressure regulator. Kan B rd 1,50C 15 5tr p 5er'e5 Q 0 8 (2) ® Q Kaln 5,rd 180G- SAM -FK5 1 2 5erte5 MPK 94 30 Q T H TT TQ F Turf 5pray G" popup Al t'n check valve and pre55ure regulator. 10 10 IV 10 Kan Bid 1 800 I 0 5er,e5 K Q® M e e 0 Ka n 5lro 1806- 5AM -PK5 1 5 5er e5 MFR 83 3C Q T H TT TQ F Turr 5pray G" popup vv.th check valve anti pre55ure regulator. 15 15 IT rR ?5 15 Ka n B rd 1 8CC 1 5 5er,e5 M':PK e OF O © O O ® Ka n Bird 15CG- 5AM -FK5 ADJ 79 30 4 6 8 10 12 15 18 Turf Spray G" popup w,th check va=.ve and pre55ure regulator. • Hunter V2000 Al,' , `K05-CG-CV A 6 Z@ M® Kan B rd 1 8 1 2- 5AM -F'K5 1 5 5tr p 5er,e5 48 30 EST LCS RCS CST SST 5h b 5 12" t' h ' �P �'� �1 t body. 11 30 77 3C 55 30 25 30 !4 3C G2 30 9 30 ICG 30 10 30 48 3C 95 30 27 30 23 3 40 Scale: NOTED Date: 7/12/2010 Date Plotted: 11 /10 /10 o p i <5 �A 3 28 4C 35 40 50 . a 0 54 30 mr ru p- Uy popup w n c lec< ValV,,, pre��.,. e regu a or P E® Ka,n 5�ro 15 1 2- 5AM -PR5 5 5er,e5 MFK Q T H F Shrub 5pray 12" popup tir check valve, pre55ure regulator ® KN ® H Ran E3 16 1 2- 5AM -FK5 8 5er,e5 MPR Q T H F 'Shrub Spray 1 2" popup 4th check valve, pre55ure reaulat-or [1 ® $ 13 Kan E3 rd 18' 2- 5AM -PK5 ! 0 5er�e5 MFK Q T H F 5hrub 5pr3y 1 2" popup Anth c'neck valve, pre55ure regulator ® ❑ 8 ❑ ®❑ Kan 5�rd 1 8 ! 2- 5AM -PK5 1 2 MFK Q T H TT TQ F Shrub 5pray 2" popup w th check valve, pre55ure regulator ® ® ® ® IM 0 Kan B,rd ' 8 12- 5AM -PR5 1 5 5er�e5 MFK Q T H TT TQ F 5l-rub 5pray 1 2" popup w'th check valve, pre55ure regulator ® 9® 0 F2 E F] Kan Bard 18 1 2- 5AM -PK5 ADJ 4 5 8 10 12 15 18 5hrub Spray 1 2" popup wth cr,eck valve, pre55ure regulator Kan B rd 1,50C 15 5tr p 5er'e5 EST LCS RCS CST SST 5hrub 5pr3y on Axed r 5er. lv M? 10 [1] Ka-n B rd 1 800 (5 5er,e5 MPK Q T H F 5hrub Spray on f )xed r,5er. 10 10 IV 10 Kan Bid 1 800 I 0 5er,e5 K Q T H F 5r-rub 5pray on fixed rl5er, 12 VIM UPC? 12 Kan B rd 1,500 2 5er'e5 MFK Q T H TT TQ F Shrub 5pr3y On r xed r 5er. 15 15 IT rR ?5 15 Ka n B rd 1 8CC 1 5 5er,e5 M':PK Q T H TT TQ F 5hrub 5pr3y on r,xed r,5er. 31 is ® 10 E2:1 15 18 Kan 5n-, 1,5C0 ADJ 4 6 8 10 12 15 18 5r-rub 5pray On f xed r15er. • Hunter V2000 Al,' , `K05-CG-CV Turf 5pray G" pop -up with factory n5talled check valve, MF Rotator nozzle. K =Black adj arc 90 -2 1 0, G =Green aaj arc 2 10-270, K =Red 360 arc, on PROS -CG -CV 6" pop -,p body. Hunter MF3000 A l FK05 -0G -CV Turf 5pray G" pop -up with factory �n5talled c'neck valve, MF Kotator nozzle. B =Blue adj arc 90 -2 10, Y= Yellow adj arc 2 I C -270, A =Gray 360 arc, on PK05 -06 -CV G" pop -up body. �M �0 Hunter MP 1 000 w,/ PK05- 1 2 -CV 5hrub Spray 1 2" popup vvth check valve, Walla Walla rotary nozzle. V— Maroon adj arc 90 to 2 10, 0= 01hve 31GC arc, on Nlunter Fro -Spray body. nv V1-wV Hunter M1`20CC w/ FK05 -1 2 -CV 5l-rub 5pray 12" popup wth check valve, Walla Walla rotary nozzle. K =Black adj arc 90 -2 10, G =Green aoj arc 2 10 -270, R =Red 360 arc, on Hunter Fro -5pray body. %wJ Y Hunter MP3000 wi FK05- 1 2 -CV 5h rub 5pray 1211 valve, popup w I h W3113 Wa�a rotary Wa � This Draw'ng ar.d'l`he Dcsigris Represented Here n vre 1-he Exclusive Prop aty o, Brad Smith Associates, Inc., and May Not Be Reproduced, nozzle. B =Blue a&U arc 90 -2 10, Y= Yellow adj arc L'sed, or llisscrninated Without Written P=issiun C 2010 Brad Smith Associates, Inc. 2 1 0 -270, A =Gray 3G0 arc, on rlunter Pro -5pray Body. 1402 1408 ® A M Ka,n Bard 1 800- i 400 Flood 1401 1404 Flood Bubbler on 5FX 5er.e5 5W ng 11 30 77 3C 55 30 25 30 !4 3C G2 30 9 30 ICG 30 10 30 48 3C 95 30 27 30 23 3 40 Scale: NOTED Date: 7/12/2010 Date Plotted: 11 /10 /10 o p i <5 �A 3 28 4C 35 40 50 . a 0 54 30 mr Sheet Number 1-5 14 of 16 Project #:108- 578 -34 >1 Q.a O W U QJJ C/3 V N 1 �4 y • • V v W This Draw'ng ar.d'l`he Dcsigris Represented Here n vre 1-he Exclusive Prop aty o, Brad Smith Associates, Inc., and May Not Be Reproduced, L'sed, or llisscrninated Without Written P=issiun C 2010 Brad Smith Associates, Inc. Registration; F L Reg. LA Corp. 00006305 Bradley A, Smith LA x764 Sheet Number 1-5 14 of 16 Project #:108- 578 -34 SECTION 213 - IRRIGATION SYSTEM PART 1- GENERAL 1. DESCRIPTION OF WORK A. Work me u e : ie Section is part of the entire eat of contract documents and shall be coordinated with the applicable provisione of the other parts. B. The extent of landecape irrigation system is shown on the drawings. Completion of this work ehall mean full and exact compliance and conformity with the provisions expreeeed or implied in the drawings, echedulee and epecificatione. Irrigation installer it not relieved of hie responsibility to provide proper irrigation coverage by providing full and exact compliance with the drawinge and epecificatione. If field conditions or other unforeeeen factore warrant that design modifications are neceeeary, irrigation installer shall notify Landscape Architect immediately. C. The work under this section includes furnishing and installing materials to conetruct an automatic irrigation eyetem and maintaining that eyetem until final completion and acceptance, but not fare than 30 days from date of installation, and any other work as called for on the plane and in these epecificatione. 2. RELATED WORK A. Electrical service to pump and controller shall be provided by othere under separate contract with Owner, in compliance with N.E.C. requirements. 13. Site work (rough grading). C. Landscaping (see landecape epecificatione). 3. QUALITY A55URANCE A. Landscape irrigation eyetem installation shall only be performed by a firm that ie regularly engaged full time in the installation of underground landecape irrigation eyeteme. (Crewe shall be controlled and directed by a foreman who ie thoroughly familiar with the type of materials being installed and the manufacturer's recommended methods of installation, and ie well vereed in reading blueprints.) B. Design modifications may be made only ae neceeeary to meet field conditions and only ae acceptable to Landecape Architect. Piping shown on plane is diagrammatically routed for clarity - route to avoid conflict with specimen plants and adjuet ae neceeeary to accommodate landscape construction. C. Contractor shall be responsible for verification at the rite of all conditions and dimensions shown on the plans prior to commencement of work. D. CODES AND STANDARDS: Work shall comply with the American Society for Testing and Materiale (ASTM) and National Electrical Code. E. REQUIREMENTS OF REGULATORY AGENCIES: Work shall comply with coder, ordinances, and regulations of all governing authorities F. WATER TESTING: Contractor shall tart the salt content (chlorides and t.d.e) of the irrigation well. 4. PRODUCT HANDLING: The Contractor shall protect all materials and work against injury from any cauee and shall provide and maintain all neceeeary eafeguarde for the protection of the public. He shall be liable for any damage or injury to person or property which may occur ae a result of hie negligence in the prosecution of the work. 5. JOB CONDITIONS A. EXISTING CONDITIONS 1. Inspection: Contractor must examine the areas and conditione under which landscape irrigation ryrtem is to be inetalled and notify the Landecape Architect in writing of conditione detrimental to the proper and timely completion of the work. Do not proceed with the work until uneatiefactory conditione have been corrected. Contractor shall fully acquaint himeelf with related planting, electrical, paving, rite and utilities work to preclude any mirunderetanding and to facilitate a trouble -free installation at the site. 2. Should any objectionable materials such as old concrete, bricke or other debris be encountered during the installation operation, they shall be removed from the rite by the Contractor. B. SCHEDULING 1. Crorringe under paved areae as indicated, shall be installed by the Contractor. Croeeingr shall be inetalled prior to compaction of eubgrade. 2. Irrigation installation shall not begin until rough grades have been established. 3. Contractor shall be responsible for coordinating hie work with all other partiee involved with the job, and shall coordinate the supply of electrical power to the timing device (controller). 4. Upon substantial completion of work, the Contractor shall request a walk- through by the Landecape Architect to formulate a "punch liet ". Contractor shall complete "punch liet" iteme ar quickly ae poeeible, and request another walk- through to verify completion. Upon rucceerful completion of the "punch lint" items, the work will be accepted by the Owner. C. The contractor ie responsible for hie own bathroom and drinking facilities. 6 UTILITIES A. Prior to excavation, verify in the field the location and depth of all new and existing utilitiee and take proper precautione not to damage or disturb ouch utilities. B. Repair to original condition, new and existing utilitiee and other work damaged by Contractor's construction. C. In the care of damages to the irrigation eyetem caueed by others, the tort of repairing the work shall be paid by the party causing raid damage. 7. SUBMITTALS A. After completion of piping installation, Contractor shall furnish the Owner's representative a reproducible "as built" drawing ehowing all sprinkler heady, valves, and pipelines to reasonable scale, and provide a minimum of two dimensions taken from fixed obvious objects to each automatic control valve, and quick coupling valve. The Contractor shall also furnish a drawing showing a graphic representation of sprinkler zones. D. Instruction sheets and party liete covering all operating equipment shall be bound into a folder and furnished to the Owner's representative or Landecape Architect in two (2) copiee. The Owner reeervee the right to withhold 10% of the contract amount until the "ar, built" drawinge and instructions and party lists foldere are received. 8. GUARANTEE A. Guarantee workmanehip for a period of one year after date of final acceptance. In addition, see to the fulfillment of all manufacturer's warranties. E5, The Contractor shall provide the Owner with a written guarantee stating everything to be covered and any special conditions involved. PART 2 - PRODUCTS MATERIALS: Materials and equipment shall be new and shall operate at the manufacturer's publiehed capacities. 1. PIPE: Comply with the following unlese otherwise indicated: All PVC pipe ahall be 160 PSI, Polyvinyl Chloride (PVC 1120) A5TM- 02241, Type 1, NSF approved. 2. CR055ING5: Comply with the following: All crossings under paved areas for water and conduit liner shall be Schedule 40 PVC, A5TM- 01785. 3. PIPE FITTINGS: Comply with the following: For PVC plastic pipe, A5TM -02465 socket fittings with A9TM -A2564 solvent cement. 4. SPRINKLER HEADS: Sprinkler heade shall be of the type shown on the drawings. Filter rcreenr shall be included with all spray heads. 5. RISERS AND SWING JOINTS: A. Rieere and owing joints shall be ae detailed on the drawinge. 13. Risen for shrub heady rhall be Schedule 80 PVC pipe C. PVC Flex connectione: Shall be Rain Bird 5PX -100 tubing with Rain 3ird 53 series Spiral Barb Elbows. 22" minimum length of tubing shall be utilized for each connection. 6. REMOTE CONTROL VALVES: Valves shall be ae specified on the clrawingr, l � Teflon tape only on threaded connectione. 7. VALVE BOXES: lrolation valve boxer shall be NOS 3123C; zone valve boxes rhaii be N05 31413C. Install flush with finish grade as indicated on drawing. 8. CONTROL WIRING: All wiring to automatic circuit valver shall be OF -14 direct burial wire of a different color than the black and white wirer, used on the 115 volt A.C. power. Wiring from the controller to the valvee shall be inetalled in came trench ar the mainline where poerible. All eplicee shall be made with Rain Dird Splice -1 connectors, or approved equal. All wire shall be furnished in minimum 2,500' reele and Spliced only at valve or tee locations. 9. CONTROLLER: Controller shall be ar specified on the drawinge and in3talled per manufaturee recommendations. PART 3 - EXECUTION 1. GENERAL: The Contractor shall be responsible for full and complete coverage of all irrigated areae and shall make any neceeeary adjuetmente, at no additional tort to the Owner. 2. INSTALLATION A. EXCAVATING AND TRENCHING: 1. Perform all excavatione ae required for the installation of the work included under thie section, including shoring of earth banke to prevent cave -ine. Restore all surfacer, existing underground inrtallationr, etc., damaged or cut as a result of the excavatione to their original conditione. 2. Trenches shall be made wide enough to allow a minimum of 2 hither, between parallel pipe liner. The minimum vertical clearance between liner crossing at anglee greater than 45 degrees is 1 inch, Trencher for pipe lines Shall be made of sufficient depth to provide the minimum cover from finish grade aS follows: a. 16 in. minimum cover over main liner. b. 16 in. minimum cover over control wires 3. Where possible, inetall pipe adjacent to turbo or paving to minirnize interference with plants and their roots. Coordinate with landecape installer regarding proposed plant material locations. 4. Keep trencher free of obstruction and debris that could tend to damage pipe and control wirer. Remove excess roil from the rite and leave grade ae, it was prior to sprinkler eyetem installation. Piping shall be routed around shrubs, trees and other permanent obrtacler. B. PIPE LINE ASSEMBLY 1. Install plastic pipe ae recommended by the manufacturer and provide for expansion and contraction. Cut plastic pipe equare. Remove burrs at cut ends prior to installation ro that a smooth unobstructed flow will be obtained. 2. inetall remote control valvee at locations no closer than 12 inches to walk edger, buildings, and wally. Plastic pipe and fittings shall be solvent welded u9ing solvents and methods ae recommended by manufacturer of the pipe, except where screwed connectione are required. Pipe and fittings shall be thoroughly cleaned of dirt, duet and moisture before applying Solvent with a nonrynthetic brietle brush. Care should be taken not to use an excess amount of solvent, thereby causing a burr or obstruction to form on the inside of the pipe. Allow the joints to eat at leavt 24 houre before applying preeeure on PVC pipe, Do not use PVC cement which her begun to gel. Do not attempt to make pipe connectione during inclement weather conditions. C. SPRINKLER HEADS: Large gear- driven rotary type shall be inetalled so that the top ie slightly above finish grade. If finish grade har not been established, set the top four inches above grade and lower when finish grade hae been achieved. 5prinklere, on rirere shall be set at elevatione ro that there is no interruption of the stream from the sprinkler nozzle caueed by plant material during the first growing eeaeon (1 year from date of installation). Heade along curbe and walke shall be eat flush to within 1/8 inch and two to four inches away from curb or walk, except where care may overhang curb. Where care may overhang curbs, heads shall be eat eighteen inches away from back of curb. Adjust heade having an adjustment stem, for the proper radius and throw for the area involved. D. CONTROL WIRES: Shall be inetalled in a neat and orderly fashion underneath the main and lateral piper, if possible. Ten -inch loops shall be provided at each valve where control wirer, are connected. All wiree pawing under existing or future paving, construction, etc., shall be encased in plastic pipe as specified, extending at least twelve inches beyond edger of paving or construction. E. TESTING: All main lines shall be hydrostatically tested in the presence of the Owner's representative at a preseure of 100 psi for a period of time not less than four (4) house, should any leaks be found, they shall be repaired. The line shall then be retested until ratiefactory. All lateral lines downstream from the remote control valves shall be visually inspected for leake, should any be found, they shall be repaired. The line shall then be retested until satisfactory. F. 3ACKFILL AND COMPACTING: After eyetem is approved or sections thereof, backfill excavations and trenches with clean soil, free of rubbish, l3ackfill for all trelichea, regardieoe of the type of pipe covered shall be compacted to a minimum C0 of its n.7axlmum density (AA5HTO T -180). Dre55 off all areae to finish g rad er. G. FINAL AP JUSTMENT: 3alance and adjuet the irrigation eystem components for t,Tfirient, proper operation. This includes controller synchronization ae well ae indlvidual oettings of control atatione. 3. iNSTRUC T IONS A,. LA3EL5 1, Number each zone valve box on underside of valve box cover with a black waterproof marker for reference. Numbere shall match the zone numbere on 2. Number each zone valve control wire at the controller with a waterproof marker and tags. Numbere shall match the zone nurnbere on the drawings 3. MAINTENANCE 1, Maintain the irrigation 5yatem until final acceptance of the work. Maintenance =hall include work, materials and replacements neceeeary to insure a complete properly operating eyetem, 2. It will be the Owner'e responsibility to maintain the eyetem in working order during the guarantee period, performing neceeeary minor maintenance, keeping grace from obstructing the sprinkler heade and preventing vandalism and damage during the landecape maintenance operation. 4. CLEANING: The Contractor Shall at all timer, keep the premises (grounde and pavements) free from accumulations of waste material or rubbish caueed by hie employees or work. NOTE: SUCTION PIPES AND FITTINGS SHALL DE HOPE HEAT FUSED. CHECK VALVE 3" AND LARGER SHALL BE SWING TYPE, 2" AND SMALLER SHALL 13E POPPET STYLE. ALL EXPOSED SUCTION & DISCHARGE PIPE ADJACENT TO THE PUMP SYSTEM SHALL DE GALVANIZED STEEL. BUTTERFLY OR BALLVALVE PROVIDED AT EACH PUMP. H 18 02- 19 Ca 21 1O 0 SAFETY FEATURES: -LOSS OF PRIME - OVERHEAT - SERVICE REQUIRED - TRANSIENT SURGE -HIGH FLOW PLAN VIEW NOT TO SCALE PUMP PERFORMANCE 100 GPM @ 190 TDH HOOVER MODEL: F;CF -I005- 230 /3- A,E- 28,H,L,M,R2,5,Z Porr,pano Heath, Florida, Tel 954 -971 -7350 EDGE OF WATER O O 13 23 14 _�'_= __ =_ ____ = =-ter= 12 17 - " 'i - . F � 111141ilqffil,1111" I I11; All 1 IRRIGATION MAIN 2 CONTROL PANEL UL LISTED A55EM13LY MAINTAIN 42" CLEARANCE 3 CONTROL VALVE 4 CHECK VALVE 5 SELF - CLEANING FLUSH LINE 6 FILTER SYSTEM CONTROLLER 7 PUMP # 1 10 HP (TEFC motor when >5.5HP) 8 4'X4' FIBERGLASS REINFORCED ENCLOSURE WITH FOREST GREEN GELCOAT FINISH 9 10'X 10' REINF. CONCRETE PAD, NO OPENINGS (6" THICK, LEVEL, PROVIDED 13Y OTHERS) 10 MAIN DISCHARGE VALVE 11 N/A 12 MAGNETIC FLOW METER 13 SELF - CLEANING INTAKE WITH 316 5TAINLE55 STEEL SCREEN A55EM13LY 14 GALV. 5TEEL DISCHARGE HEADER 15 SELF CLEANING FLUSH LINE 16 IRRIGATION CONTROLLER RAIN BIRD E5P -LX MODULAR 28 STATIONS 17 RAIN SENSOR MOUNTED ON 8' POLE 18 LOCKABLE HANDLE 19 4'X 8' GALV. STEEL SKID 20 FILTER BATTERY 120 MESH 21 BACKWASH VALVE 22 2" BACKWA5H LINE WITH HYDROMETER NORMALLY CLOSED 23 HOPE PLATFORM FLOATA13LE SUPPORT FILE PN #10386.DWG 11/08 CENTRIFUGAL PUMP SYSTEM DETAIL FI5afLCyLA55 ENCL05ED 91NGLE LAKE SUCTION CONTACT MANUFACTURER FOR UPDATED SHOW DRAWING CLOCK START, DISCHARGE FILTER, SELF- CLEANING - NO LAKE INTAKE (SYSTEM USES WELL) fil7AKC 5ClZEEN, HOOVER FLOWGUARD TM Scale: NOTED Date: 7/12/2010 Date Plotted: 11 /10 /10 ® o n t t bA O W U V Q 0 U �v �v Phis Drawing and the Designs R�presemted Herein are the Exclusive Property of Brad Smith Associates, Inc„ and May Not Be Reproduced, L'sed, or DissLmmated without Written Permission. '2` 2010 Brad Smith Associatcs, Inc. Registration: f L Reg. LA Corp. 00000305 Sheet Number 1-6 15 of 16 Project #:108- 578 -34 IUl N ROTOR HEAD AS SPECIFIED. PVC SCHEDULE 80 THREADED NIPPLE, LENGTH AS REQUIRED. �— FINISHED GRADE. #4 REBAR 48" LONG WITH TWO STAINLESS _ STEEL HOSE CLAMPS OR PLASTIC ZIP —TIES. N _ PVC ELL. PVC STREET ELL. _ — PVC SHEDULE 80 THREADED / NIPPLE, LENGTH AS REQ. PVC STREET ELL. PVC LATERAL PIPE. —� ROTOR ON RISER _= I Z W z W z D w on De z Dow =oo � De LU w NQ w 0 3 0 U1 m Z 0 m v 0. w NOT TO 5CALE PVC TEE 5XOX OR ELBOW LATERAL LINE PVC TEE OR ELL. POLY -PIPE TO BUBBLER UNDER MULCH ON ROOT BALL �:. -:• — THREAD TO POLY -PIPE ADAPTER (2 EA.) NOTE: INSTALL BUBBLER ON TREE BALL. TREE BUBBLER INSTALLATION NOT TO 5CALE Except at pool fence, as noted on plans —1 f FENCE OR WALL. 5HRU13 NOZZLE. 4" OFF FENCE/ r y + _ WALL 3' MIN. 015T. CURB OR AWAY FR. PEDE5TRIOAN I WALK PVC 5CH 80 AREAS I C RISER. I I I R15ER STRAIGHT I OFF OF LATERAL -- WHERE OCCURS. = PVC THREAD THREAD COUPLER. fr PVC LATERAL KBI FR -500 -4 LINE. 4" FLEX R15ER. PVC SLIP 5LIP I TEE. PVC 5LIP THREAD ELL. NIPPLE A5 REQUIRED. RISER DETAIL Not to Scale PLACE DUCT TAPE OVER `PROVIDE A 16" MINIMUM END OF R15ER (TYP) COVER OVER MAIN LINE CRO551NG5 A5 NOTED 12" MINIMUM COVER OVER LATERAL5 PLACE 160 PVC LATERAL OR MAIN (SIZE INDICATED ON DRAWING DO NOT GLUE ELBOW SLEEVE DETAIL Not to Scale 2" MINIMUM SCHEDULE 40 PVC 5LEEVE5 TWO SIZE LARGER THAN PIPE 51ZE INDICATED ON DRAWING 10" DIAMETER ROUND VALVE SET BOX 2" ABOVE GRADE AT SHRUBS. — BOX, SEE SPECIFICATIONS. SET BOX FLUSH TO GRADE AT LAWN. — FINISH GRADE. F-1F 1 w 0 Q C J Li m ISOLATION VALVE AS SPECIFIED. 150LATION VALVE NOT TO SCALE MAIN 5UPPLY, LATERAL AND WIRING 24" J DETECTABLE TAPE qP (WHERE NO WIRING 15 — 4 IN MAIN LINETRENCH) 1 t WIRING 5ECTION -- LATERAL --- MAIN LINE NOTE: Install hE above gr; TAPE AND BUNDLE WIRING AT 1O' INTERVAL5 FOUR COMMON —j BRICK SUPPORTS. 10" DIA. PVC PIPE EXTENSION, LENGTH AS REQUIRED. PVC MAIN LINE, SLIP /THREAD COUPLING. 6" SCHEDULE 80 THREADED NIPPLE. AAAIAI a 112PI V 1 N / 's I 1 5ECTION PLAN ALL MAIN 5UPPLY LINE5 TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'5 !NSTALLATION SPECIFICATIONS. ROTARY POP -UP HEAD SPRINKLER Not to Scale ��_ i —,IN D5 3143C valve box i� i - !rr :��ation zone valve r I i I stall PVC bail valve eam of zone valve. Irrleation lateral Irrioation mainline HALL VALVE DETAIL NOT TO SCALE PLA5TiC LATERAL a" SECTION 120 VOLT IN CONDUIT WIRING IN CONDUIT 12' _ 'I'-J �✓� - � V ) z I SECTION 5'E_CTi0N L_- i �s PLAN PLAN ALL 120 VOLT WIRING IN CONDUIT TO BE INSTALLED IN ACCORDANCE WITH LOCAL CODE. ALL PLASTIC PIFINGTO BE 5NAKED IN TRENCHE5 A5 SHOWN. FLAN TYPICAL TRENCHING DETAILS NOT TO 5CALE THRUST BLOCK NOTES 1. Thrust block bearing areas shall be poured against undisturbed material Where trench wall has been disturbed, excavate all loose material and extend to undisturbed material. 2. Extend thrust block for full length of fittings. Put board in front of plug before pouring concrete. Joints shall not be covered by thrust block. 3. Rough blocking forms shall be used along sides of thrust blocks. 4. Thrust blocks shall be used in combination, as required, to suit the specific fitting arrangement. 5. Alternate designed restraining systems shall be provided where standard thrust blocking Is rot suitable. 6. All wood blocking shall be pressure treated with preservative. 7. Install a plastic bearier (Viequine) between fittings and thrust block. Cpp ������ gg pp OFFSET A5 ILTYPIC�L) ._ZREQUIRED 11/' \ / / \ \�!. THRUST c� BLOCK ARE EDGE OF _ Ft.) = CRO55CUT THRUST �a 18" T H R U 5T /---- - - - -- _� -- - -- r— — _ FITTING MIN. BLOCK TYPICAL SECTION THRU5T BLOCK5 ARE TO BE CONSTRUCTED WITH 3,000 PSI CONCRETE AT 48 HR5. STEEL REINFORCING RODS WILL BE REQ'D IF 5URROUNDING 501L HA5 A BEARING VALUE OF LE55 THAN 2,000 P5F. THRUST 3LOCK5 REQUIRED AT ALL FITTINGS AND DIRECTION CHANGES ON MAIN LINES. NOTE THRUST BLOCK LOCATION5 ON A5 -31JILT DRAWING5. PLAN TYPICAL THRUST BLOCK DETAILS NOT TO 5CALE POP -UP SPRINKLER AT GRADE NOT TO 5CALE w91.� WIRE PER \�- LOCAL CODE(5) IN5TALL AN R5D -BEx CONTOLL�� RAIN SWITCH AND WIRE INTO THE COMMON WIRE. TRADES INSTALL RAIN SWITCH IN LOCATION f` IN THE WEATHER. 511,410LE THROW -- �_. 'WEATHERPROOF 15 AMP SWITCH I PVC CONDUIT I 22" + POLY PIPE CONNECTION TO START OF 'J WITH BARBED ELL5 THE MAINLINE ELECTRICAL CONDUIT 120V. POWER W'1RE5 'ER.��PEC-1`IVE CONNECT CONTROLLER GKOUND TO A GROUNDING, ELEMENT PVC 5CH 40 TEE OR ELL WITH A MAXIMUM KE5I5TANCE A5 RECOMMENDED 5YTHE PVC LATERAL PIPE CONTROLLER MANUFACTURER. CONTROLLER ;y10UNTING NOT TO 5CALE Controller to be included with pumping station SPRINKLER NOZZLE 6" OR 12" POP -UP SPRAY HEAD --LL5 VALVE DETAIL Not to Scale 30 -INCH LINEAR LENGTH OF WIFE, COILED WATER PROOF CONNECTION (1 OF 2) ID TAG VALVE BOX WITH COVER: 13x19 -!NCH 51ZE FINISH GRADE /TOP OF MULCH REMOTE CONTROL VALVE: PVC 5CH 80 NIPPLE (CLOSE PVC 5CH 40 ELL PVC 5CH 80 NIPPLE (LENGTH A5 REQUIRED) BRICK (1 OF 4) 5CH 80 NIPPLE (2 -INCH LENGTH, HIDDEN) AND 5CH 40 ELL PVC MAINLINE PIPE PVC 5CH 40 TEE OR ELL PVC 5CH 40 MALE ADAPTER PVC LATERAL PIPE 3.0 -INCH MINIMUM DEPTH OF 3/4 -INCH WA5HED GRAVEL Scale:, NOTED Date: 7/12/2010 Date Plotted: 11 /10 /10 o 1 O I I I 1 1 r . P. C.4 W 3 � U Now Sheet Number 1.7 16 of 16 Proje�;t #:108- 578 -34 i r C.4 W U Now o � v W This Drawing and'lhe llesigms Repres rated Herein are The Exr lws:ve Property of Brad Smith Associates, Inc , and May Not Be Reproduced, L,ed, or Ihssean na W Written nd ithout Permission. C 2010 Brad Smith Associates, Inc. Registration: FL Reg. LA Corp. t 0000305 Bradley A. Smith LA #764 Sheet Number 1.7 16 of 16 Proje�;t #:108- 578 -34