SEMINOLE TRIBE OF FLORIDA IMMOKALEE RESERVATION COLLIER COUNTY, FLORIDA

Transcription

1 SMNOL TRB DA MMOKAL RSRVATON COLLR COUNTY, DA 3 BDROOM RSDNC LOT-22 LOT-022 / 70 W. ALC JMM CR. SHT ND: NO. TTL.0.02 ST PLAN ST DTALS AND NOTS R.0 ST RRGATON PLAN A.0 A.02 A.03 A.0 STRUCTURAL NOTS TCTURAL FLOOR PLAN FOUNDATON PLAN RO FRAMNG PLAN A.05 SCTONS AND DTALS A.06 BULDNG LVATONS A.07 FNSH CFCTONS M.0 A/C FLOOR PLAN - A/C CS AND DTALS SSU DAT RVSD S V R D S G N A R C H T C T S (95) Fax (95) Mail: SeverArch@AOL.Com.0 P.0 LCTRCAL FLOOR PLAN & SCHDULS PLUMBNG FLOOR PLAN STAT MARK ALLN DA SVR RGSTRD TCT LOT 22 P.02 RSRS COMM: -22 DRAWN BY: LOCATON PLAN NTS of

2 D R=30.00' L=5.2' N00 5'57"W 20.00' R=370.00' L=67.72' S0 20'0" 2.02' S V R D S G N A R C H T C T S KOOWACHOB TRAL LOT-022 / 70 W. ALC JMM CR. STAT DA MARK ALLN SVR T CT ALC JMM CRCL N89 05'03" 67.70' S89 05'03"W 00.00' LOT 22 PROPOSD FF=29.35 (NGVD) FF=27.9 (NAVD) LVATONS DPCTD AR RLATV TO NAVD CPT AS NOTD GRADNG NOT: BULDR RQURMNT NOTS ST WORK NOTS NW ON STORY RSDNC NW FNSH FLOOR SHALL B ' NGVD ST PLAN "=0'-0" RG ST RD.0 of 2

3 COMM: T R.02 2 of CT MA RK ST A LL N S DA ST R V G R AT F LO R H D A RC DRAWN BY: R C T H C T S DSGN A SVR

4 ON F ADVANC ADVANCD PROGRAMMNG SASONAL ADJUST % TST ALL VALVS ADVANCD CYCLS A B C PROGRAM SNSOR ACTV BY PASSD F 6 5 AUTO 3 ST CURRNT DAT 2 ST CURRNT TM ST WATRNG START TMS MON SUN TUS WD THUR FR SAT CUSTOM CYCL SLCT DAYS TO WATR ST VALV RUN TM ALC JMM CRCL ref.\mokolee-phase2\-3.2-baseflr-p2-site.dwg N89 05'03" 67.70' NW ON STORY RSDNC NW FNSH FLOOR SHALL B ' NGVD PUMP, CONTROLLR & RAN SWTCH 2 3 P N00 5'57"W 20.00' KOOWACHOB TRAL Mainline, PVC. 2. High voltage electric from meter. 3. Pre-fab fiberglass or concrete enclosure.. Hasp with lock. 5. Starter. 6. Galvanized hinged roof. 7. Controller. 8. Brass gate valve. 9. Hose bib. 0. Suction line.. Check valve (Location Approx.). GNRAL RRGATON NOTS. This design is diagrammatic. All piping, valves, etc., shown within paved areas or outside property lines is for design clarification only and shall be installed in landscaped areas within the property boundaries where possible. No irrigation equipment may be installed outside property lines unless otherwise directed. 2. This system has been designed to conform with the requirements of the applicable codes. Should any conflict exist, the requirements of the codes shall prevail Conduit above ground for valve wires. 3. Concrete slab.. Centrifugal pump. 5. Secure enclosure to slab. 0 PUMP STATON DTAL RAN BRD ALARM MODULAR MN-CLK To Well 3. All sprinkler equipment not otherwise detailed or specified shall be installed as per the manufacturer's recommendations and specifications.. Pipe sizes shall conform to those shown on the drawings. No substitutions of smaller pipe sizes shall be permitted, but substitutions of the larger sizes may be approved. All damaged and rejected pipe shall be removed from the site at the time of said rejection. 5. t is the responsibility of the rrigation Contractor to familiarize himself with all grade differences, location of walls, retaining walls, structures and utilities. The rrigation Contractor shall repair or replace all items damaged by his work. He shall coordinate his work with other contractors for the location and installation of pipe sleeves and laterals through walls, under roadways and paving, etc. The rrigation Contractor shall also familiarize himself with the landscape plan and coordinate the installation with the Landscape Contractor. 6. Do not willfully install the sprinkler system as shown on the drawings when it is obvious in the field that unknown obstructions, grade differences or differences in the area dimensions exist that might not have been considered in the engineering. Such obstructions or differences should be brought to the attention of the owner's authorized representative. n the event this notification is not performed, the rrigation Contractor shall assume full responsibility for any changes necessary. 7. The rrigation Contractor shall flush and adjust all sprinkler heads and valves for optimum coverage with no overspray on to walks, streets, walls, etc. To eliminate overspray, low angle and variable arc nozzles may be substituted for standard spray nozzles. 8. All pipe and wire installed beneath paving shall be sleeved in Schedule 0 PVC pipe. 9. All threaded PVC joints shall be made using Schedule 80 PVC nipple stubs and solvent weld couplings. No threaded adapters will be allowed. All other PVC joints shall be of the same type as the specified pipe, i.e., 'O' ring or solvent weld. 0. All above ground piping shall be schedule 0PVC, unless other wise specified.. All sprinkler heads with flow rates of 7 GPM or less shall be mounted on flex type swing joints. Flex type pipe shall be used for swing joints only and not lateral lines. All sprinkler heads with flow rates greater than 7 GPM shall be mounted on PVC swing joints of the same size as the sprinkler head inlet. 2. All sprinkler heads shown as solid symbols may be mounted on schedule 0 PVC risers. Unless otherwise specified shrub type heads may be substituted for " (or less) pop-up heads. Riser height to be determined by plant material. Riser extenders may be used on pop-up heads. All shrub risers shall be Schedule 0 PVC and painted flat or satin black. Risers shall be supported with rebar or angle iron secured by stainless steel clamps. All sprinkler heads shown on risers adjacent to public thoroughfares shall be installed 2" (min) from edge of pavement. 3. This system has been designed to provide a 00% coverage with 00% overlap. All water used for irrigation shall be rust free. f a chemical injection system is used in a well water system, the well shall be protected in accordance with Florida state law. LGND Symbol Manufacturer Part No. Description 2"min Supply well - capable of continuously producing 5gpm free of sand and debris. P Goulds GT5 /2 hp pump with motor controls, SCH 0 PVC suction line to well, rust inhibiting system, check valve, slab, and prefabricated enclosure. Secure pump and enclosure to slab with threaded fasteners and lead anchors. Rain Bird -M Controller-mount in pump enclosure or as directed. Hunter Mini-Clik Rain switch-mount at pump site or as directed S89 05'03"W 00.00' rrigation Plan "=0'-0" 3 3 R=370.00' S0 20'0" L=67.72' 2.02' RMOT CONTROL VALV POP-UP RAY RNKLR SHRUB MASS Rain Bird 50-PGA SDR26 / Class60 /2" solenoid valve with valve box. PVC pipe Not Shown AWG Type UF Direct burial irrigation wire. Symbol Rain Bird Part No Q 806-0H 806-2Q 806-2H 806-5Q 806-5H 500-PL-PC PL-PC-3.0 RNKLR HAD SCHDUL Type 6" pop-up spray 6" pop-up spray 6" pop-up spray 6" pop-up spray 6" pop-up spray 6" pop-up spray Pop-up-rotor Pop-up-rotor RNKLR ZON SUMMARY PS GPM Rad ' 806-2F 6" pop-up spray ' 806-H-VAN ' 0' 2'.92 5' 5' 6" pop-up spray ' 806-5RCS 6" pop-up spray 30.9 ' 5'.5 35' ' S V R D S G N A R C H T C T S STAT DA #3 R-BAR WTH SS CLAMPS Zone No. Head Type GPM Valve Size MARK ALLN SVR 2" SCH 0 PVC SHRUB RSR PANTD FLAT BLACK ABOV GRAD SCH 0 PVC FTTNG (TYP) 2 3 Spray Spray Rotor /2" /2" /2" Spray 3 /2" RG ST RD T CT RNKLR ON RSR Total head count: 67 Sprays 8 Rotors BLL LNZ RRGATON DSGN, NC N.W. 52nd Street Sunrise, Florida (95) mail: blid@bellsouth.net COMM: DRAWN BY: R- of

5 S V R D S G N A R C H T C T S STAT DA MARK ALLN SVR T CT RG ST RD A.0 of 7

6 BDROOM-2 BATH-2 BDROOM-3 PATO LVNG RM KTCHN FOYR NTRY FLOOR PLAN /" = '- 0" CL. M. BDROOM S V R D S G N A R C H T C T S M. BATH- LAUNDRY STAT DA MARK ALLN SVR T CT RG ST RD A.02 of 7

7 BDROOM-2 BATH-2 BDROOM-3 FOYR PATO LVNG RM NTRY KTCHN CL. M. BDROOM S V R D S G N A R C H T C T S FOUNDATON PLAN /" = '- 0" M. BATH- LAUNDRY STAT DA MARK ALLN SVR T CT RG ST RD A.03 of 7

8 BDROOM-2 BATH-2 BDROOM-3 FOYR PATO LVNG RM NTRY KTCHN CL. RO FRAMNG PLAN /" = '- 0" M. BDROOM M. BATH- LAUNDRY STBACK '0-/2" ODD AC ()PLY 3'8" S V R D S G N A R C H T C T S STAT DA MARK ALLN SVR T CT RG ST RD A.0 of 7 STBACK 7'8"

9 KTCHN KTCHN KTCHN LAUNDRY RM CABNT LVATONS /" = '- 0" M. BATHROOM- HALL BATHROOM-2 S V R D S G N A R C H T C T S STAT DA MARK ALLN SVR T CT RG ST RD A.05 of 7

10 S V R D S G N A R C H T C T S STAT DA MARK ALLN SVR T CT 23 SH SD LVATON /" = '- 0" H33 SH H3 F H3 F SD LVATON /" = '- 0" 2-25 SH 35 SH 3 SH 35 SH RAR LVATON /" = '- 0" SH 33 SH FRONT LVATON /" = '- 0" RG ST RD A.06 of 7

11 COMM: T R A.07 7 of CT MA RK ST A LL N S DA ST R V G R AT F LO R H D A RC DRAWN BY: R C T H C T S DSGN A SVR

12 S V R D S G N A R C H T C T S BDROOM-2 BATH-2 BDROOM-3 0x0 T/A 0x0 T/A 0x0 T/A 0x0 T/A PATO LVNG RM KTCHN FOYR NTRY A/C PLAN /" = '- 0" 2x2 T/A 2x2 T/A CL. M. BDROOM M. BATH- STAT DA LAUNDRY MARK ALLN SVR T CT RG ST RD M.0 of

13 CL. KTCHN LCTRCAL FLOOR PLAN /" = '- 0" ST COMM: A LL N S R of DA FOYR AT R V NTRY G R LAUNDRY R C T H C T S A DSGN LVNG RM CT BATH-2 SVR M. BDROOM T BDROOM-3 ST BDROOM-2 MA RK PATO M. BATH- F LO R H D A RC DRAWN BY:.0

14 BDROOM-2 BATH-2 BDROOM-3 PATO LVNG RM KTCHN FOYR NTRY CL. M. BDROOM S V R D S G N A R C H T C T S PLUMBNG PLAN /" = '- 0" M. BATH- LAUNDRY STAT DA MARK ALLN SVR T CT RG ST RD P.0 of 2

15 S V R D S G N A R C H T C T S STAT DA MARK ALLN SVR T CT SANTARY RSR NTS WATR RSR NTS RG ST RD P.02 of 2