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13-550-006A idv 5-W. 74th 5TRE TRIANGLES OF _V-ISIBILIT-Y-- 64" SLEEVE- SCHED. 40 TYP^ THIGH PRIVACY GARDEN WALL EXISTING UTILITY POLE , (� 9T i � 9 I I f 1 al' 10 CA 1, - 4 r 12 I IV- EXISTING Ohl 13 UTILITY POLE 14 rf�=fi� 2 SLEEVES: Li SIZE °II Q2 1.5" zl 18 I - -1 III � prevent debris from entering. Sleeves under roads shall have a minimum cover of 18 inches. I mil I I I I I 100e I I I I I I I r IOVi-,::.-Z--7=---�—=::����—=', ct 1' WOOD FENCE IRRIGATION- SPECIFICATION GENERAL NOTES: Irrigation plans are schematic in nature. All valves and pipes shall be located in landscape areas, except at road /paving crossings. Some sprinkler mains and control valves are shown in paved areas for clarity. They shall be installed at the edges of landscape spaces. ALL PIPE UNDER PAVING SHALL BE SLEEVED. All material shall be new. It is the contractors responsibility to supply all material, equipment and labor to install a complete, operational, system s yet m a shown on this plan.. Permits and code compliance is the responsibility of the contractor. If there are changes in the site plan, it is the contractors responsibility to notify the architect so that the irrigation system can be properly modified to accommodate the site modification. It i s t he contractors responsibility to sea that the system is finally adjusted to have full coverage with no overspray onto pavement, and that all heads are set to proper height and vertical with the final grade. Turn pressure or flow regulation, on valves, down to lowest possible operational setting to prevent misting of spray heads. Any conditions not shown in the drawings, shall be provided by the contractor as shop drawings, prior to installation. Shop drawings shall be submitted for approval to the Owners representative. Any changes shall be submitted in writing and approval shall be in writing prior to installation. As -built drawings prepared by t he contractor shall b e turned over to the Owner prior to final acceptance, G P S coordinates for all valves and changes of direction on the main line shall be part of the As -built drawings. Submittals for all irrigation equipment being used on this project shall be submitted b the contractor. Approval of the equipment ul thesesubmittals, i y pp n writing, shall be required prior to equipment being brought to this job site. SITE CONDITIONS: Care must be taken not to damage any underground utilities or existing irrigation systerns. Repair epa r of damages will be the responsibility of the irrigation contractor. See owners representative for details. Safety on the job is the responsibility of the irrigation contractor. It is the responsibility of the irrigation contractor to see that surface drainage is NOT modified by his work. All rock that is brought to the surface by the trenching operation is to be removed from the site by the irrigation contractor. Irrigation in undisturbed landscape areas shall be repaired and restored to working condition. I 5 1 RD BALCONY v BUBB E I ' _Q_0 BUB LEIS I Ll I 18 PROPOSED 2 -STO BUILDING GROUND FLOOR RETAIL: 2,698 S.F. 2nd FLOOR 17 OFFICE: 7 4,096 S.F. F.F.E. w SLEEVES: This project consists of two automatic irrigation systems. Ground level is a standard system All pipe under paving (walks and drives etc.) shall be sleeved with Sch.40 PVC pipe. Sleeves oil shall extend beyond the edge of pavement and shall be marked. The water line shall be installed J 16 zll prevent debris from entering. Sleeves under roads shall have a minimum cover of 18 inches. JII zll III mil 15 110.00' PROPOSED STOP SIGN LOCATION - 4 I (- r PROPOSED -- I STOP SIGN LOCATION BBLE S ALL WIRE IN I %4 "CONDUIT CONTROLLER / 12" MAIN WAT /ER LINE J A.-I&� -- —. —� w SIZE 14rr > __J IRRIGATION z 45 VACUMN CD PRESURE Z _OI al J UTILI ' POLE IR�IG MITER Speci*rteati"Ons_. f . y� r: SYSTEM DESCRIPTION: SLEEVES: This project consists of two automatic irrigation systems. Ground level is a standard system All pipe under paving (walks and drives etc.) shall be sleeved with Sch.40 PVC pipe. Sleeves using 2" City Meter. The pool deck irrigation has planters on to of deck. water supply is b g Y p g p p pp Y Y shall extend beyond the edge of pavement and shall be marked. The water line shall be installed verticle penetrations into these planters. Valves laterals and main line, p t p n e, are to be suslpended in sleeve prior to installation of the sleeve. Cap ends of water line during construction to / prevent debris from entering. Sleeves under roads shall have a minimum cover of 18 inches. I Q T H 100e THRUST BLOCKS: I Thrust blocks shall be required on all bell and o -ring main at dead ends and whenever the line All pipe shall be Class 200 PVC or heavier. S yste m Main shall be Sch.40 PVC pipe. All fittings changes direction. Concrete having a compressive strength of 2000 PSI or higher shall be used. I Thrust blocks to be fornmed against solid, un- excavated earth that has been undamaged shall be pressure tested with all valves in place and prior to backfilling. Test shall be 100 PSI (undisturbed) by mechanical equipment. Wrap fittings with vie ueen prior to pouring thrust for one hour. Loss Of 10 PSI within the hour shall constitute failure. Solvent weld fittings and block. The space between the pipe and trench wall sliall be filled to the height of the outside pipe ends shall be cleaned with an all purpose PVC pipe cleaner prior to applying glue. Main diameter of the pipe, 6 I cover. Backfill shall be free of debris and sharp objects. No rock larger than 3/4" shall be in CONTROLLERS: I Two Rainbird ESP 6LX Plus's. One on N side of building at ground level. One to operate the ductile iron, and shall be painted with a flat black epoxy water proof paint. Use purple pipe, P ool deck. Location in pool equip. area. Verify with project mana en Grounding shall beequal IEXISTING 2' to - or better than the manufacturer's recommendation. It shall also comply with the National approval. (This option requires approval of the Owner, prior to installation.) Electrical Code. Controller at ground level shall be grounded with a UL approved ground rod. CURBI & 5YMB0L a. Cut square with PVC cutter, and debar the cut prior to assembly. RAIN SHUT OFF DEVICE: I GUTTE (TO REMA N) Install a rain shut off device out of the range of the sprinklers as per State DER requirements. c. Use gray, heavy bodied, slow drying, high strength glue. Submit manufacturers equipment sheet prior to installation of any such device. IEX STING 5' I 3 SI EWALK I (TO Rainbird PGA 24V electric control valves. All valves shall be housed in 16 "x 12" rectangular Pipe under decks shall be Sch.40 PVC. Method of hanging below pool deck shall be submitted Carson 141913 valve boxes or larger, and installed as per details. Control Valve shall be rated at REMAIN) 200 PSI or higher. Use bottom inlet whenever possible. I — — Control valves below pool deck shall be suspended from ceiling with the irrigation pipe and 250 I.f. conduit. 5 I Pipe 51eeve: PVC Schedule 40 170 I.f. � ' allow for irrigation piping and their related couplings to easily Z I Ln I J beyond edges of paving or construction. L 667'_ QI V J I �I 4 AND 15 ALLOWED TO MAKE THE NECE55AKY CHANGES TO MAKE SURE SYSTEM _. z �I HEADS. ALWAYS 2 �I I OF: 3001 SW 109 Court PROPOSED TYTE Miami, Florida 33165 '\TER LI C U B E E� scyEO 4 Fax: (305) 229. 4146 EMAIL: marianocorral @comeast.net 3 I JO 3 I ' 9 I I I 9 SITE IRRIGATION � PLAN SCALE:3 /32 "_1' -0" 04 -10 -13 SYSTEM DESCRIPTION: SLEEVES: This project consists of two automatic irrigation systems. Ground level is a standard system All pipe under paving (walks and drives etc.) shall be sleeved with Sch.40 PVC pipe. Sleeves using 2" City Meter. The pool deck irrigation has planters on to of deck. water supply is b g Y p g p p pp Y Y shall extend beyond the edge of pavement and shall be marked. The water line shall be installed verticle penetrations into these planters. Valves laterals and main line, p t p n e, are to be suslpended in sleeve prior to installation of the sleeve. Cap ends of water line during construction to below the pool deck in the pool mechlanical space. See mechanical drawings for connection prevent debris from entering. Sleeves under roads shall have a minimum cover of 18 inches. point and electrical supply. Q T H F THRUST BLOCKS: SYSTEM PIPE: Thrust blocks shall be required on all bell and o -ring main at dead ends and whenever the line All pipe shall be Class 200 PVC or heavier. S yste m Main shall be Sch.40 PVC pipe. All fittings changes direction. Concrete having a compressive strength of 2000 PSI or higher shall be used. shall be solvent weld. Sch.40 fittings unless otherwise indicated in these specifications. Main Thrust blocks to be fornmed against solid, un- excavated earth that has been undamaged shall be pressure tested with all valves in place and prior to backfilling. Test shall be 100 PSI (undisturbed) by mechanical equipment. Wrap fittings with vie ueen prior to pouring thrust for one hour. Loss Of 10 PSI within the hour shall constitute failure. Solvent weld fittings and block. The space between the pipe and trench wall sliall be filled to the height of the outside pipe ends shall be cleaned with an all purpose PVC pipe cleaner prior to applying glue. Main diameter of the pipe, shall have a minimum 24" of cover. All other pipe, laterals, etc. shall have a minimum 12" of Q T H cover. Backfill shall be free of debris and sharp objects. No rock larger than 3/4" shall be in CONTROLLERS: contact with PVC pipe anywhere. All pipe above ground shall be galvanized, copper, bronze or Two Rainbird ESP 6LX Plus's. One on N side of building at ground level. One to operate the ductile iron, and shall be painted with a flat black epoxy water proof paint. Use purple pipe, P ool deck. Location in pool equip. area. Verify with project mana en Grounding shall beequal and /or other appropriate markings, on systems anticipating using reclaimed water. Submit for to - or better than the manufacturer's recommendation. It shall also comply with the National approval. (This option requires approval of the Owner, prior to installation.) Electrical Code. Controller at ground level shall be grounded with a UL approved ground rod. 1. Assembly for Solvent Weld PVC pipe. 5YMB0L a. Cut square with PVC cutter, and debar the cut prior to assembly. RAIN SHUT OFF DEVICE: b. Clean .PVC pipe with. PVC cleaner prior to assembly. Install a rain shut off device out of the range of the sprinklers as per State DER requirements. c. Use gray, heavy bodied, slow drying, high strength glue. Submit manufacturers equipment sheet prior to installation of any such device. d. Keep out of service for the length. of time as specified by the Manufacturer of the PVC glue. ELECTRIC CONTROL ONT OL VALVES: s, Rainbird PGA 24V electric control valves. All valves shall be housed in 16 "x 12" rectangular Pipe under decks shall be Sch.40 PVC. Method of hanging below pool deck shall be submitted Carson 141913 valve boxes or larger, and installed as per details. Control Valve shall be rated at to the structural engineer for approval prior to making irrigation submittals. No metal shall be 200 PSI or higher. Use bottom inlet whenever possible. in direct contact with PVC pipe. — — Control valves below pool deck shall be suspended from ceiling with the irrigation pipe and 250 I.f. conduit. IRRIGATION 5CN EDU LE 10630 NW 27th STREET SYMBOL NORTH MAN UfACTUKER/MODEUDE5CRIPTION QTY 6 6160 Rain Bird 160G 5 Series MFR 13 Q T H F Turf Spray 12" popup. PROJECT NUMBER i Rain Bird 1(50(S 8 Series MPK 0 � r pariano���Worral� *`w ,01911VMa1G Y = J�Pt1h!YEi Mho 61 Mkv i a11111 Archtectr� Turf Spray 12'' popup. "Member �oclety 6 000 s'r Y Pe,r �y' Rw Rain Bird 180G 10 Series MPR 10 Q T H F Turf Spray 12" popup. Prelim. Submission Rain Bird 1600- 1 30OAf flood 13 05 -10 -2013 flood Bubbler on fixed riser, with a PA -80 adapter. � 5YMB0L MAN UfACTU KER/MODEUDE5CRI PTION QTY Rain Bird FED 2 �•- �'mkr- Electric Remote Control Valve s, & Irrigation Lateral Line: PVC Schedule 40 550 I.f. — — Irrigation Mainline: PVC Schedule 40 250 I.f. — Pipe 51eeve: PVC Schedule 40 170 I.f. Typical pipe sleeve for irrigation pipe. Pipe sleeve size shall allow for irrigation piping and their related couplings to easily slide through sleeving material. Extend sleeves 16 inches beyond edges of paving or construction. L 667'_ THE ABOVE CHART 15 A COURTESY- CONTRACTOR TO RE -CHECK QUANTITIES, ,IC# I,i AND 15 ALLOWED TO MAKE THE NECE55AKY CHANGES TO MAKE SURE SYSTEM _. 15 OPERABLE, THAT INCLUDES PUMP SIZE AND NUMBER Of HEADS. ALWAYS MAINTAINING THE 100% IKRGATION COVERAGE. CONTROL WIRE: Control wire shall be UL approved, solid core, PE or PVC covered irrigation control wire. SIZE: Use a minimum of, 14 gage control and 12 gage bond wire. All splices and connections shall be made at pull boxes or valve boxes. [No field splices] All splices shall be made with 3m brand. DBY Direct Burial Splice Kit or the 2 pack epoxy splice kit. All wire to be encased in UL approved PVC conduit. Allwire to be brought back to controller. Wire pull boxes shall be 10" round Ametek or other approved boxes. Wire which is not rated for direct burial shall be installed in water tight conduit with water tight junction boxes. WATER SOURCE: 2" City Water meter and 2" back flow device. Contractor is responsible to verify and meet code requirements. See mechanical drawings for pool deck connection point. SPRINKLERS: All sprinklers shall be the type referred to in the Sprinkler Key and shall be attache d t o the lateral with either flexible r fl xtble line (swing pipe) or a PVC swing joint such as those manufactured by Lasco, Rainbird or Dura Industries, specifically for irrigation use, being constructed with utilizing components zi p 1 llg Acme threads and o -ring seals. Pressure rating shall be 200 PSI, or greater, as stated by the manufacturer. Sprinklers using more than 4 GPM shall be connected utilizing PVC swing joints. Sprinklers shall beset flush with final grade and absolutely vertical. Use Stainless Steel risers on all rotor heads. 1. Spray heads shall be Rainbird 1806, 6" pop up heads with series 10 nozzles, unless ....otherwise specifted in these drawings. MAINTENANCE: It is the contractors responsibility to maintain the system, repairing leaks, repairing broken heads, adjusting sprinkler heads, flushing system, etc. until .final acceptance by the Owner. Contractor shall instruct Owners maintenance personnel as to maintenance requirements for this irrigation system. AS -BUILT DRAWINGS: Contractor shall provide "as- built" drawings showing all changes. All valves and changes of direction on the main line shall have GPS coordinates noted on the as -built drawings. Controller program shall be part of this submission. GUARANTEE: The entire system shall be guaranteed for a period of one year from the time of final acceptance. All manufacturers written warrantes and guarantees, as well as "as- built" drawings, maintenance and operational information, shall be turned over to the Owner prior to, and is a condition of final acceptance. Guarantee period shall not commence until all of the documents have been turned over t the v o h Owners representative. i la A; � aJill °v I Know what's beIOW. Call before you dig. IT'S THE LAW! Consultants SOTOLONGO-SALMAN-NENDERSON ARCHITECTURE, PLANNING 10630 NW 27th STREET DORAL, FL. 33172 NORTH I r AS SHOWN PROJECT NUMBER i 23 -2013 � r pariano���Worral� *`w ,01911VMa1G Y = J�Pt1h!YEi Mho 61 Mkv i a11111 Archtectr� 11 M�, r f@ R I��RBWGE an &f&k�18'a�Ml��'"�'� I "MgIY1'�'hP�hJ4Sd +�i!t° Lands p,�A,A...''llrchxtecc,ppt�u�@ce ��1, 'tl iV..WS"AdX4 bA�W���n i4iYNl1':U�iyh'WS��pi u I� .. Goli Course Design � � r ix s ��Lan �lanning "Member �oclety oPthe��m� c,�n s'r Y Pe,r �y' Rw 0 REVISIONS: — ] ODRIGUEZ r Consultants SOTOLONGO-SALMAN-NENDERSON ARCHITECTURE, PLANNING 10630 NW 27th STREET DORAL, FL. 33172 NORTH I r AS SHOWN PROJECT NUMBER i 23 -2013 DATE: A-1 0 REVISIONS: — 04 -10 -2013 2nd Prelim. Submission 05 -10 -2013 O � � SERI -. a W� C) �•- �'mkr- s, & 0 0 Consultants SOTOLONGO-SALMAN-NENDERSON ARCHITECTURE, PLANNING 10630 NW 27th STREET DORAL, FL. 33172 NORTH I SCALE: AS SHOWN PROJECT NUMBER i 23 -2013 DATE: 03 -15 -2013 REVISIONS: — 04 -10 -2013 2nd Prelim. Submission 05 -10 -2013 PERMIT SET SERI -. a W� �•- �'mkr- s, & L 667'_ ,IC# I,i _. SHEET - NUMBER: IR-1 OF: 3001 SW 109 Court Miami, Florida 33165 Off: (305) 551.1262 Fax: (305) 229. 4146 EMAIL: marianocorral @comeast.net