Loading...
11-756-0011NE SIZE . I ri C :.• :1.� - :v - -.- :.. �. of " -'c.' -.. - - - _ -- ` 1' - 2 3'SL /4' . 'WS' 1 1/4 3/4 1 1/2' SST i I'WC 1 SST _• - 3/4' :i 4'SL I 1 WC ssr ssr rlcs z 1 /2' -1 - _ ' -r- WM - `^ ::y O 150 3/4• \ CW2 — 60 GPM 2 - 3/4- Jt 15H 15H W1 — 60 GPM 2 15H 5V(195) ROUTE 1 SPARE WIRE -,• = TO THIS LOCATION :_74= 15V F-1 LCS limp A 7— im Rip". IDIOM LCS 1 RCS \3/4'1 2 1/2' 4'SL IOv ti::�. ►• 1014 10H 10T :�''�``' rte. t•:� +; -"�:: ! . - "� •jam - 10H 1014 10141 — ICT 1014 t' 1111111 Jul I 6v SH 1 1/4 �I 501111 OA I I I� I� ^r u — too �O Loo 55T� 4 '__- 100 tOV 55T 000 100 1w LCS 0 0 150 150 -7 st-777 c. 4 150 - 150 15H TYPICAL ZONE SUMMARY CW — CONTROLLER DESIGNATION 1 — STATION ASSIGNMENT 60 — EST. WATER USE 2• — VALVE SIZE T. ~ ,OH R ` 1014 RECOMMENDED NOZZLE -~ I aJ SELECT AND ADJUST ON SITE TO INSURE PROPER COVERAGE AND APPLICATION RATE. 1 nii���� d 1 ,o0 100 _ 53T l _ 3/4' _ ,DO IOT EST SST SST SST �.i,' :i' �;_• r_: _ _� r_.. ?:iti._ RCS RCS 5ST SST LCS 1/4 120 - 12f 100 - vi 0 C� D O O 120 120 . -- � o 0 C� 1� 0 C = 6H 6o 2 I/2• I'19C C� 6'SL -SS' WIRE CONDOR (TYP) 1 SCH 40 PVC LCS — RCS : 2"SL 1� 3/4- I 3/4• SST 3/4• 1 1/2• 3'SL 1 1/4' SST r' 3/4 1 1/2�l 1 1 /2-SL 1 1/2•SL ssr 1 1/2' 1 1 /2' 1 1 4' 11MC 2 1/2' 3*S RCS s•.- 1 1 /2•SL I Lcs SST SST RCS LCS SST SST -55T �!, SST 3/4. ._- :r..;T --:_ �. ,.. •:: -.-.. • �` '-rte: _ �i - _" , `s. +�'' LC - 3/4' LCS RCS E + LCS RM LCS RCS 3'SL /4' 3/4' 6SL 3/4• 3/4• 6'Sl 1 1/2• 2 1/2' 6•SL TYPICAL ZONE SUMMARY CW — CONTROLLER DESIGNATION 1 — STATION ASSIGNMENT 60 — EST. WATER USE 2• — VALVE SIZE T. ~ ,OH R ` 1014 RECOMMENDED NOZZLE -~ I aJ SELECT AND ADJUST ON SITE TO INSURE PROPER COVERAGE AND APPLICATION RATE. 1 nii���� d 1 ,o0 100 _ 53T l _ 3/4' _ ,DO IOT EST SST SST SST �.i,' :i' �;_• r_: _ _� r_.. ?:iti._ RCS RCS 5ST SST LCS 1/4 120 - 12f 100 - vi 0 120 120 . -- Am ssr ssr SST SST RCS ❑ ❑ - -- - -- W4 — GPM (2) ❑ ❑ THIS VALVE WITH MAIN AND CONTROL WIRES PROVIDED TO INCORPORATE THE EXISTING 1RR1GA I TH A R ❑ THE LOCATION To THE THE POINT —OF— CONNECTION TO EXISTING PIPING SHALL BE DETERMINED ON SITE. VALVE SHALL BE SIZED TO MATCH WATER DEMAND. TWO INCH VALVE SPECIFIED. ROUTE 1 SPARE WIRE TO THIS LOCATION. Cl ❑ s • rt'*'� 1 IRRIGATION PLAN N IR -1 SCALE: 1/16"=l'-O" r �� • �• •' Jr Ida ;,/ WATER CONNECTION ARCHITECT: 411h BERMELLO AJAMIL & PARTNERS, INC. Architecture Engineering Planning Interior Design Landscape Architecture 2601 South Bayshore Drive 10th Floor ❑ Miami, Florida 33133 (305) 859 -2050 Fax (305) 860 -3700 PLANNING ARCHITECT: ■ WILMOT SANZ A R C H I T E C T U R E P L A N N I N G 18310 Montgomery Village Avenue Gaithersburg, Maryland 20879 301 -590 -2900 (Fax) 301 - 590 -8150 STRUCTURAL ENGINEER: .. +• • ORAMON R. DONNELL P, 11 9860 + •` OPEDRO J. DUQUESNE &[,,�Z4 ` ❑yAIODAiwM.7`ALBAI$A'EQQ�O C()1Sl:CTAhf gyps) 656 -07ii CT. NAM. G4 '�^'t �=;' l OF FLORIDA - AUTHORRA110N Ha ,306 - =2-e 2" MEP ENGINEER: �21 1 Ponce de Leon Suite 350 ral Gables, R 33134 Rde=dcww vugrew phone: 305.569.1692 fax: 305569.1693 Dallas . Houston . Nashville . Miami . Richmond Austin . Denver . Phoenix . Washington D.C. ccrd project number. 405112.038 I LTANT: GENE BURTON & ASSOCIATES I 1193Ca"Gwr?vaaD= 5510 Wed 1-21X Sme ISO Pmklq Tam Mli Ahkgk�T=76017 Pk— 6153763100 A.W 1175612486 F¢ 6153763114 Fa 517.563285 W.W& —.5h®c® Medical Equipment and Communications Planners IRRIGATION CONSULTANT: Kenneth Dioonato,Inc. 2212 Hollywood Blvd. Hollywood. FL 330M 954 - 923 -2555 SIGNAGE CONSULTANT: - tgodesign 4649 Ponce de Leon Blvd. Coral Gables. FL 33146 305469 -2550 ACOUSTICS CONSULTANT: Kinsella -Marsh Group, Inc. 4045 Sheridan Ave. Miami Beach. R 33140 214 -819 -1400 0 0�'00 NATO -V *2 da /trt•trTr 100% CONSTRUCTION DOCUMENTS REVISIONS: 04-08 -2011 PROJECT NAME: SMH- CLINICAL EXPANSION PROJECT ADDRESS: 7400 S.W. 62nd Ave. South Miami, Florida 33143 KEY PLAN COMM. NO. 40051.100 ❑ SCALE: fns' =1' -0• DATE: 10 -22 -2010 DRAWN: CHECKED: BH CADD FILE: H:INSTFRMONAL DRAWING TITLE: IRRIGATION PLAN SHEET NO. I Rml z0