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13-1396-013PROPOSED 2' 5 . W. 74th 5TREET APPROXIMATE PROPOSED 2' EXISTING VALLEY EDGE OF GUTTER PAVEMENT FH -�� P EtOPOSED 2' PROPOSED � �� LURB AND TYPE "D" CUR I GUTTER 1 " LATERAL LINE 6 1? LATERAL WATER LINE5 4 3 O BUBBLS 4" SLEEVE- ,SCHED. 40 TYP. BUBBLERS F 90'32'10 "- - ---- - - - -- - - - - -- ----- - = - - -- I - - - -- 4 SLEEVE - SCHED.40 TYP. E9"2�'' ' I 96.00 0_ ■ ■ PORCH_ PROPOSED 2 -�TO BUILDING / w SIZE a2 1.5n GRO FLOOR RETAIL: L I 1'" LA E L LINE 2,999 S.F. (EXCL'UDING STAIRS) ■ 15 ii ELEVATOR 2nd FLOOR LOIN 1 ■ ELEVATOR OFFICE: i 2 4,454 S.F. (EXCLUDING STAIRS) i STAIR i ! ■ e ■ : i� °' s li■ ■ 1 F.F.E. ■ I W ATITROOTV ca : I m HALLWAY i 9. 31 is I' UT1L i 's IS FLR 1 ST FLF1 RETAIL I, , ■ RETAIL SPACE i SPACE 2 0 i ■ 1 1 LATERAL o W ', W .■ = • LINE i _.f, vi = • EX -1E it Ell ' h -- 14ALLWAY • f ■ - *A W OCATIO W • _:. __ STAIR 2 _ J F �� � �__ -•— —, � - -. - -� � � ��...._..T� � > •- -_ - - -� 'ter S ■ _ ■ PARKING I PARKING AREA e : AREA 1 2 W'. 1y 7 8 9 10 _ 11 12 13 W::� R1 ■ ■ ■ 1 LATERAL LINE 1J" LATERAL WATER LINE ■ Q 24 C_7 22 21 20 19 18 17 TYPIC) CONTF VALVE 14" LATE PAL WATER L IN �' LATERAL --� LINE ALL WIRE IN 1%4 "CONDUIT CONTROLLER- 16 15 1R4 LOSU RAIN SENSOR ON TOP OF VACUMN PRESSURE, t � / WATER LINE MAIN LINE SHOWN OUTSIDE PROPERTY FOR CLARi Y SAKE, 96.001 IRRIGATION VACUMN- PRESURE 1 J W Z_ CQ C �62� �I VALLEY 4 i GUTTER I EXISTING 5' I• I i SIDEWALK V J W i EXISTING 2' (TO - PR CURE do REMAIN) • VISII31ILITY GUTTER (T I .. REMAIN) � 1 5 . W. 74th 5TREET APPROXIMATE PROPOSED 2' EXISTING VALLEY EDGE OF GUTTER PAVEMENT FH -�� P EtOPOSED 2' PROPOSED � �� LURB AND TYPE "D" CUR I GUTTER 1 " LATERAL LINE 6 1? LATERAL WATER LINE5 4 3 O BUBBLS 4" SLEEVE- ,SCHED. 40 TYP. BUBBLERS F 90'32'10 "- - ---- - - - -- - - - - -- ----- - = - - -- I - - - -- 4 SLEEVE - SCHED.40 TYP. E9"2�'' ' I 96.00 0_ ■ ■ PORCH_ PROPOSED 2 -�TO BUILDING / w SIZE a2 1.5n GRO FLOOR RETAIL: L I 1'" LA E L LINE 2,999 S.F. (EXCL'UDING STAIRS) ■ 15 ii ELEVATOR 2nd FLOOR LOIN 1 ■ ELEVATOR OFFICE: i 2 4,454 S.F. (EXCLUDING STAIRS) i STAIR i ! ■ e ■ : i� °' s li■ ■ 1 F.F.E. ■ I W ATITROOTV ca : I m HALLWAY i 9. 31 is I' UT1L i 's IS FLR 1 ST FLF1 RETAIL I, , ■ RETAIL SPACE i SPACE 2 0 i ■ 1 1 LATERAL o W ', W .■ = • LINE i _.f, vi = • EX -1E it Ell ' h -- 14ALLWAY • f ■ - *A W OCATIO W • _:. __ STAIR 2 _ J F �� � �__ -•— —, � - -. - -� � � ��...._..T� � > •- -_ - - -� 'ter S ■ _ ■ PARKING I PARKING AREA e : AREA 1 2 W'. 1y 7 8 9 10 _ 11 12 13 W::� R1 ■ ■ ■ 1 LATERAL LINE 1J" LATERAL WATER LINE ■ Q 24 C_7 22 21 20 19 18 17 TYPIC) CONTF VALVE 14" LATE PAL WATER L IN �' LATERAL --� LINE ALL WIRE IN 1%4 "CONDUIT CONTROLLER- 16 15 1R4 LOSU RAIN SENSOR ON TOP OF VACUMN PRESSURE, t � / WATER LINE MAIN LINE SHOWN OUTSIDE PROPERTY FOR CLARi Y SAKE, 96.001 IRRIGATION VACUMN- PRESURE 1 J W Z_ CQ C �62� �I 4 i G) I Ln I• I i I V J W i s U PR i kIANbLE OF • VISII31ILITY METER I 0: .. JPOS1ftD 2' -- 9U'32'I0 2" MAIN! APrn `tAT Q T H Wi WATER S UIY ! T POLE' I LOCATI6N w: W Rain Bird 1800- 130OAF Flood 1 "LATERAL • Y W: J Y • r ; LINE SYMBOL t 1- ILE OF I LITY OTE 1) 4 i G) I Ln I• I i I V J Turf Spray 12" popup. I U 'I i kIANbLE OF • VISII31ILITY METER I SEE 140TE 1) .. JPOS1ftD 2' -- 9U'32'I0 2" MAIN! ILE OF I LITY OTE 1) IRRIGATION SCHEDULE SYMBOL i 4' HIGH i PRIVACY i 6 6 16 `• GARDEN WALL} ■ . i i ' Turf Spray 12" popup. I 0 'I FY WATER I • T H METER I .• - _ -_ .. .....................� -- 9U'32'I0 2" MAIN! APrn `tAT Q T H WATER S UIY ! T POLE' I LOCATI6N LINE I i IRRIGATION SCHEDULE SYMBOL MAN UFACTURER/MODEUDE5CRiPTION 6 6 16 Q Rain Bird 1806 5 5erie5 MPR Q T H Y fV • • • Y Y Turf Spray 12" popup. 664(o u • • Rain Bird 1806 8 Series MPK Q T H Y • ( Turf Spray 1 211 popup. • Y Y Y • Rain Bird 1806 10 5erie5 MPI Q T H Turf Spray 12" popup. :000* • Y Y • N go.* • Y Rain Bird 1800- 130OAF Flood • Y Y Y • r ; Flood Bubbler on fixed riser, with a PA -80 adapter. SYMBOL MAN UFACTURER/MODEUDE5CRIPTION D 5� �IMiI QTY 24 D 0 Rain Bird PE5 2 Electric Remote Control Valve { Irrigation Lateral Line: PVC Schedule 40 550 I.f. -- ---- - ---- - - - - -- Irrigation Mainline: PVC Schedule 40 250 Lf. Pipe Sleeve: 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 510e through 51eeving material. Extend sleeves 18 inches beyond edges of paving or construction. THE ABOVE CHART 15 A COURTESY- CONTRACTOR TO ICE- -CHECK QUANTITIES, AND 15 ALLOWED TO MAKE THE NECE55ARY CHANGES TO MAKE SURE 5Y5TEM 15 OPERABLE. THAT INCLUDES PUMP 51ZE AND NUMBER OF HEADS. ALWAYS MAINTAINING THE 100% I RRGATI ON COVERAGE. I V'07--4 , Mariano Corral Landscape Architect Landscape Arebi(ectnee Golf Course Design •. Land Planning Urban Design Member of the Amedcan Ssciely Lantimpe Architects ASSOCIAITON WrM C1iII CHI RODRIGM GOLti! COURSE DESIGN IRRIGATION METER CONNECTED i ,J; .i"� TO CITY WATER METER L SiTE IRRIGATION PLAN 10 -21 -13 8CAL.E:3 /32 "a1' -0" IRRIGATION SPECIFICATION SYSTEM DESCRIPTION: SLEEVES: project g Y y This ro'cct consists of two automatic irrigation systems. Ground level 1s a standard system All pipe under paving (walks and drives etc.) shall be sleeved with Sch.40 PVC pipe. Sleeves CONTROL WIRE: GENERAL NOTES: shall extend be and the ed a of avement and shall be marked• The water line shall be Installed MAINTENANCE: - using a 2 City Meter. The pool deck irrigation has planters on top of deck. water supply is by y g p Control wire shall be UL approved, solid core, PE or PVC covered irrigation control wire. located in landscape •n sleeve prior to installation of the sleeve. Ca ends of water line during construction to connections It is the contractors responsibility to maintain the system, repairing leaks, repairing broken Tai Irrigation plans are schematic in nature. All valves and pipes shall be loc P verticl penetrations into these planters. Valves, laterals, and main line, are to be susppended 1 s p p g SIZE: Use a minimum of, 14 gage control and I2 gage bond wire. All splices and connect o s p p ;heads, adjusting sprinkler heads, flushing system, etc. until final acceptance by the Owner. ile� areas, except at road /paving crossings. Some sprinkler mains and control valves are shown in prevent debris from entering. Sleeves under roads shall have a minimum cover of 18 inches. shall be made at pull boxes or valve boxes. o fields splices] All splices shall be made with 3m i paved areas for Clarity. They shill be installed at the edges of landscape spaces. ALL PIPE below the pool deck in the pool mechlanical space. See mechanical drawings for connection p p j p Contractor shall instruct Owners maintenance personnel as to maintenance requirements for point and electrical supply. brand DBY Direct Burial Splice Kit or the 2 pack epoxy splice kit. All wire to be encased in UNDER PAVING SHALL BE SLEEVED. All material shall be new. It is the contractors p this irrigation system. UL approved PVC conduit. Allwlre to be brought back to controller. Wire pull boxes shall be responsibility to supply all material, equipment and labor to install a complete, operational, TH. RUST BLOCKS: 10" round Ametek or other approved boxes. Wire which is not rated for direct burial shall be AS -BUILT DRAWINGS: system as shown on this plan. Permits and code compliance is the responsibility of the SYSTEM PIPE: Thrust blocks shall be required on all bell and o -ring main at dead ends and whenever the line installed in water tight conduit with water tight junction boxes. contractor. If there are changes in the site plan, it is the contractors responsibility to notify the All pipe shall be Class 200 PVC or heavier. System Main shall be Sch.40 PVC pipe. All fittings changes direction. Concrete having a compressive strength of 2000 PSI or higher shall be used. Contractor shall provide "as- built" drawings showing all Changes. All valves and changes of g pp g g p g architect so that the irrigation system can be properly modified to accommodate the site shall be solvent weld Sch.40 fittings unless otherwise indicated in these specifications. Main Thrust blocks to be formned against solid, un- excavated earth that has been undamaged WATER SOURCE: direction on the main line shall have GPS coordinates noted on the as -built drawings. i modification. It is the contractors responsibility to see that the system is finally adjusted to have 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 visqueen prior to pouring thrust 2" City Water meter and 2" back flow device. Contractor is responsible Controller program shall be part of this submission_ t l coverage with no avers ra onto pavement, and that all heads are set to proper height and f 0 PSI within the hour shall constitute failure. Solvent weld fittings and n h pipe and trench wall shall be filled to the height of the outside to verify and meet code requirements. II. _ ful co g p y p t, p p g for one hour. Loss o 1 g block, The space between the p p g ;GUARANTEE: I� vertical with the final grade. Turn pressure or flow regulation, on valves, down to lowest pipe ends shall be cleaned with an al I purpose PVC pipe cleaner prior to applying glue. Main diameter of the pipe. possible operational setting to prevent misting of spray heads. Any conditions not shown in the shall have a minimum 24" of cover. All other pipe, laterals, etc. shall have a minimum 12" of See mechanical drawings for pool deck connection point. The entire system shall be guaranteed for a period of one year from the time of final P p g p drawings, shall be provided by the Contractor as shop drawings, prior to installation. Shop cover. Backll shall be free of debris and sharp objects. No rock larger than 3/4 shall be in CONTROLLERS: acceptance. All manufacturers written warrantes and guarantees, as well as "as built" drawings, i7 f E I, f hall be maintenance and operational information, shall be turned over to the Owner prior to, and 1s a drawings shall be submitted for approval to the Owners representative. Any changes s 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 condition of final acceptance. Guarantee period shall not commence until all of the documents submitted in writing and a pp roval shall be in writin g p rior to installation. As -built drawings ductile iron and shall be tinted with a flat black epoxy water roof paint. Use purple pipe, p ool deck. Location in pool equip. area. Verify with project manager. Grounding shall bee equal SPRINKLERS: All sprinklers shall be the type referred to in the Sprinkler Key and shall be attached to the t have been turned over to the Owners representative. c i prepared by the contractor shall be turned over to the Owner prior to final acceptance. GPS 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 h As-built lateral. with either flexible line (swing pipe) or a PVC swing joint such as those manufactured n the main line shall be art of e As b ion. round rod. �I I coordinates for all valves and changes of direction o p approval. (This option requires approval of the Owner, prior to installation.) Electrical Code. Controller at ground Level shall be grounded with a UL approved g by Lasco, Rainbird or Dura Industries, specifically for irrigation use, being constructed. with i � drawings. Submittals for all irrigation equipment being used on this project shall be submitted by the contractor. Approval of the equipment in these submittals, in writing, shall be required 1. Assembly for Solvent Weld PVC pipe. components utilizing Acme threads and o -ring seals. Pressure rating shall be 200 PSI, or RAIN SHUT OFF DEVICE: greater, as stated by the manufacturer. Sprinklers using more than 4 GPM shall be connected" prior to equipment being brought to this job site. a. Cuts square with PVC cutter, and debar the cut prior to assembly. p q Install a rain shut off device out of the range of the sprinklers as per State DER requirements. utilizing PVC swing joints. Sprinklers shall be set flush with final grade and absolutely b. Clean PVC pipe with PVC cleaner prior to assembly. Submit manufacturers equipment sheet prior to installation of any such device. vertical. Use Stainless Steel risers on all rotor heads. SITE CONDITIONS: c. Use gray, heavy bodied, slow drying, high strength glue. Care must be taken not to damage any underground utilities or existing irrigation systems. d. Keep out of service for the length of time as specified by the Manufacturer of the ELECTRIC CONTROL VALVES: 1. Spray heads shall be Rainbird 1806 6" pop up heads with series 10 nozzles unless Repair of damages will be the responsibility of the irrigation contractor. See owners PVC glue. " representative for details. Safety on the job is the responsibility of the irrigation contractor. It is Rainbird PGA 24V electric control valves. All valves shall be housed in 16"x 12 rectangular ....otherwise specified in these drawings. the responsibility of the irrigation contractor to sec that surface drainage is NOT modified by Pipe under decks shall be Sch.40 PVC. Method of hanging below pool deck shall be submitted Carson 1419B valve boxes or larger, and installed as per details. Control Valve shall be rated at i. his work. All rock that is brought to the surface by the trenching operation is to be removed to the structural engineer for approval prior to making irrigation submittals. No metal shall be 200 PSI or higher. Use bottom inlet whenever possibly from the site by the irrigation contractor. Irrigation in undisturbed landscape areas shall be in direct contact with PVC pipe. repaired and restored to working condition. Control valves below pool deck shall be suspended from ceiling with the irrigation pipe and 4 conduit. d Know what's below Call before you dig IT'S THE LAW! _ �­rraaaI M M �■. U�U (Z) moo . 00 tn o C) P4 Consultants SOTOLONGO -SAL. IAN•IIEND'IRSON ARCHITEC711RE, PLANNING 10630 NW 27th STREET DORAL, n- 33172 O R l SCALE: AS SHOWN PROJECT NUMBER 32 -2013 DATE: 08 -11 -2013 EREP: 08 -20 -2013 Prelim. Submission REVISIONS: 10 -21 -2013 ERPB- PERMIT SET 12 -18 -2013 P RMIT SET 1 cvision: 02 -27 -14 Added rain sensor Address . Qtty Commen pr S' �` j • � s {i it fit ,w NO .• . • �. SHEET NUMBER: i jj IR. I i OF: 3001 SW 109 Court Miami, Florida 33165 Off: (305) 551 -1262 Fax: (305) 229- 4146 EMAIL: marianocorral@comcastnet I • • V V • • • Y • • • V Y fV • • • Y Y Y • • • V V • i u • • • W r r rYN Y Y Y•• Y • ( (1 {� Y • • Y Y Y • :000* • Y Y • N go.* • Y ;�( • Y Y Y • r ; • r • • 0 0, g QTY 24 D 0 Rain Bird PE5 2 Electric Remote Control Valve { Irrigation Lateral Line: PVC Schedule 40 550 I.f. -- ---- - ---- - - - - -- Irrigation Mainline: PVC Schedule 40 250 Lf. Pipe Sleeve: 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 510e through 51eeving material. Extend sleeves 18 inches beyond edges of paving or construction. THE ABOVE CHART 15 A COURTESY- CONTRACTOR TO ICE- -CHECK QUANTITIES, AND 15 ALLOWED TO MAKE THE NECE55ARY CHANGES TO MAKE SURE 5Y5TEM 15 OPERABLE. THAT INCLUDES PUMP 51ZE AND NUMBER OF HEADS. ALWAYS MAINTAINING THE 100% I RRGATI ON COVERAGE. I V'07--4 , Mariano Corral Landscape Architect Landscape Arebi(ectnee Golf Course Design •. Land Planning Urban Design Member of the Amedcan Ssciely Lantimpe Architects ASSOCIAITON WrM C1iII CHI RODRIGM GOLti! COURSE DESIGN IRRIGATION METER CONNECTED i ,J; .i"� TO CITY WATER METER L SiTE IRRIGATION PLAN 10 -21 -13 8CAL.E:3 /32 "a1' -0" IRRIGATION SPECIFICATION SYSTEM DESCRIPTION: SLEEVES: project g Y y This ro'cct consists of two automatic irrigation systems. Ground level 1s a standard system All pipe under paving (walks and drives etc.) shall be sleeved with Sch.40 PVC pipe. Sleeves CONTROL WIRE: GENERAL NOTES: shall extend be and the ed a of avement and shall be marked• The water line shall be Installed MAINTENANCE: - using a 2 City Meter. The pool deck irrigation has planters on top of deck. water supply is by y g p Control wire shall be UL approved, solid core, PE or PVC covered irrigation control wire. located in landscape •n sleeve prior to installation of the sleeve. Ca ends of water line during construction to connections It is the contractors responsibility to maintain the system, repairing leaks, repairing broken Tai Irrigation plans are schematic in nature. All valves and pipes shall be loc P verticl penetrations into these planters. Valves, laterals, and main line, are to be susppended 1 s p p g SIZE: Use a minimum of, 14 gage control and I2 gage bond wire. All splices and connect o s p p ;heads, adjusting sprinkler heads, flushing system, etc. until final acceptance by the Owner. ile� areas, except at road /paving crossings. Some sprinkler mains and control valves are shown in prevent debris from entering. Sleeves under roads shall have a minimum cover of 18 inches. shall be made at pull boxes or valve boxes. o fields splices] All splices shall be made with 3m i paved areas for Clarity. They shill be installed at the edges of landscape spaces. ALL PIPE below the pool deck in the pool mechlanical space. See mechanical drawings for connection p p j p Contractor shall instruct Owners maintenance personnel as to maintenance requirements for point and electrical supply. brand DBY Direct Burial Splice Kit or the 2 pack epoxy splice kit. All wire to be encased in UNDER PAVING SHALL BE SLEEVED. All material shall be new. It is the contractors p this irrigation system. UL approved PVC conduit. Allwlre to be brought back to controller. Wire pull boxes shall be responsibility to supply all material, equipment and labor to install a complete, operational, TH. RUST BLOCKS: 10" round Ametek or other approved boxes. Wire which is not rated for direct burial shall be AS -BUILT DRAWINGS: system as shown on this plan. Permits and code compliance is the responsibility of the SYSTEM PIPE: Thrust blocks shall be required on all bell and o -ring main at dead ends and whenever the line installed in water tight conduit with water tight junction boxes. contractor. If there are changes in the site plan, it is the contractors responsibility to notify the All pipe shall be Class 200 PVC or heavier. System Main shall be Sch.40 PVC pipe. All fittings changes direction. Concrete having a compressive strength of 2000 PSI or higher shall be used. Contractor shall provide "as- built" drawings showing all Changes. All valves and changes of g pp g g p g architect so that the irrigation system can be properly modified to accommodate the site shall be solvent weld Sch.40 fittings unless otherwise indicated in these specifications. Main Thrust blocks to be formned against solid, un- excavated earth that has been undamaged WATER SOURCE: direction on the main line shall have GPS coordinates noted on the as -built drawings. i modification. It is the contractors responsibility to see that the system is finally adjusted to have 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 visqueen prior to pouring thrust 2" City Water meter and 2" back flow device. Contractor is responsible Controller program shall be part of this submission_ t l coverage with no avers ra onto pavement, and that all heads are set to proper height and f 0 PSI within the hour shall constitute failure. Solvent weld fittings and n h pipe and trench wall shall be filled to the height of the outside to verify and meet code requirements. II. _ ful co g p y p t, p p g for one hour. Loss o 1 g block, The space between the p p g ;GUARANTEE: I� vertical with the final grade. Turn pressure or flow regulation, on valves, down to lowest pipe ends shall be cleaned with an al I purpose PVC pipe cleaner prior to applying glue. Main diameter of the pipe. possible operational setting to prevent misting of spray heads. Any conditions not shown in the shall have a minimum 24" of cover. All other pipe, laterals, etc. shall have a minimum 12" of See mechanical drawings for pool deck connection point. The entire system shall be guaranteed for a period of one year from the time of final P p g p drawings, shall be provided by the Contractor as shop drawings, prior to installation. Shop cover. Backll shall be free of debris and sharp objects. No rock larger than 3/4 shall be in CONTROLLERS: acceptance. All manufacturers written warrantes and guarantees, as well as "as built" drawings, i7 f E I, f hall be maintenance and operational information, shall be turned over to the Owner prior to, and 1s a drawings shall be submitted for approval to the Owners representative. Any changes s 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 condition of final acceptance. Guarantee period shall not commence until all of the documents submitted in writing and a pp roval shall be in writin g p rior to installation. As -built drawings ductile iron and shall be tinted with a flat black epoxy water roof paint. Use purple pipe, p ool deck. Location in pool equip. area. Verify with project manager. Grounding shall bee equal SPRINKLERS: All sprinklers shall be the type referred to in the Sprinkler Key and shall be attached to the t have been turned over to the Owners representative. c i prepared by the contractor shall be turned over to the Owner prior to final acceptance. GPS 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 h As-built lateral. with either flexible line (swing pipe) or a PVC swing joint such as those manufactured n the main line shall be art of e As b ion. round rod. �I I coordinates for all valves and changes of direction o p approval. (This option requires approval of the Owner, prior to installation.) Electrical Code. Controller at ground Level shall be grounded with a UL approved g by Lasco, Rainbird or Dura Industries, specifically for irrigation use, being constructed. with i � drawings. Submittals for all irrigation equipment being used on this project shall be submitted by the contractor. Approval of the equipment in these submittals, in writing, shall be required 1. Assembly for Solvent Weld PVC pipe. components utilizing Acme threads and o -ring seals. Pressure rating shall be 200 PSI, or RAIN SHUT OFF DEVICE: greater, as stated by the manufacturer. Sprinklers using more than 4 GPM shall be connected" prior to equipment being brought to this job site. a. Cuts square with PVC cutter, and debar the cut prior to assembly. p q Install a rain shut off device out of the range of the sprinklers as per State DER requirements. utilizing PVC swing joints. Sprinklers shall be set flush with final grade and absolutely b. Clean PVC pipe with PVC cleaner prior to assembly. Submit manufacturers equipment sheet prior to installation of any such device. vertical. Use Stainless Steel risers on all rotor heads. SITE CONDITIONS: c. Use gray, heavy bodied, slow drying, high strength glue. Care must be taken not to damage any underground utilities or existing irrigation systems. d. Keep out of service for the length of time as specified by the Manufacturer of the ELECTRIC CONTROL VALVES: 1. Spray heads shall be Rainbird 1806 6" pop up heads with series 10 nozzles unless Repair of damages will be the responsibility of the irrigation contractor. See owners PVC glue. " representative for details. Safety on the job is the responsibility of the irrigation contractor. It is Rainbird PGA 24V electric control valves. All valves shall be housed in 16"x 12 rectangular ....otherwise specified in these drawings. the responsibility of the irrigation contractor to sec that surface drainage is NOT modified by Pipe under decks shall be Sch.40 PVC. Method of hanging below pool deck shall be submitted Carson 1419B valve boxes or larger, and installed as per details. Control Valve shall be rated at i. his work. All rock that is brought to the surface by the trenching operation is to be removed to the structural engineer for approval prior to making irrigation submittals. No metal shall be 200 PSI or higher. Use bottom inlet whenever possibly from the site by the irrigation contractor. Irrigation in undisturbed landscape areas shall be in direct contact with PVC pipe. repaired and restored to working condition. Control valves below pool deck shall be suspended from ceiling with the irrigation pipe and 4 conduit. d Know what's below Call before you dig IT'S THE LAW! _ �­rraaaI M M �■. U�U (Z) moo . 00 tn o C) P4 Consultants SOTOLONGO -SAL. IAN•IIEND'IRSON ARCHITEC711RE, PLANNING 10630 NW 27th STREET DORAL, n- 33172 O R l SCALE: AS SHOWN PROJECT NUMBER 32 -2013 DATE: 08 -11 -2013 EREP: 08 -20 -2013 Prelim. Submission REVISIONS: 10 -21 -2013 ERPB- PERMIT SET 12 -18 -2013 P RMIT SET 1 cvision: 02 -27 -14 Added rain sensor Address . Qtty Commen pr S' �` j • � s {i it fit ,w NO .• . • �. SHEET NUMBER: i jj IR. I i OF: 3001 SW 109 Court Miami, Florida 33165 Off: (305) 551 -1262 Fax: (305) 229- 4146 EMAIL: marianocorral@comcastnet I IRRIGATION METER CONNECTED i ,J; .i"� TO CITY WATER METER L SiTE IRRIGATION PLAN 10 -21 -13 8CAL.E:3 /32 "a1' -0" IRRIGATION SPECIFICATION SYSTEM DESCRIPTION: SLEEVES: project g Y y This ro'cct consists of two automatic irrigation systems. Ground level 1s a standard system All pipe under paving (walks and drives etc.) shall be sleeved with Sch.40 PVC pipe. Sleeves CONTROL WIRE: GENERAL NOTES: shall extend be and the ed a of avement and shall be marked• The water line shall be Installed MAINTENANCE: - using a 2 City Meter. The pool deck irrigation has planters on top of deck. water supply is by y g p Control wire shall be UL approved, solid core, PE or PVC covered irrigation control wire. located in landscape •n sleeve prior to installation of the sleeve. Ca ends of water line during construction to connections It is the contractors responsibility to maintain the system, repairing leaks, repairing broken Tai Irrigation plans are schematic in nature. All valves and pipes shall be loc P verticl penetrations into these planters. Valves, laterals, and main line, are to be susppended 1 s p p g SIZE: Use a minimum of, 14 gage control and I2 gage bond wire. All splices and connect o s p p ;heads, adjusting sprinkler heads, flushing system, etc. until final acceptance by the Owner. ile� areas, except at road /paving crossings. Some sprinkler mains and control valves are shown in prevent debris from entering. Sleeves under roads shall have a minimum cover of 18 inches. shall be made at pull boxes or valve boxes. o fields splices] All splices shall be made with 3m i paved areas for Clarity. They shill be installed at the edges of landscape spaces. ALL PIPE below the pool deck in the pool mechlanical space. See mechanical drawings for connection p p j p Contractor shall instruct Owners maintenance personnel as to maintenance requirements for point and electrical supply. brand DBY Direct Burial Splice Kit or the 2 pack epoxy splice kit. All wire to be encased in UNDER PAVING SHALL BE SLEEVED. All material shall be new. It is the contractors p this irrigation system. UL approved PVC conduit. Allwlre to be brought back to controller. Wire pull boxes shall be responsibility to supply all material, equipment and labor to install a complete, operational, TH. RUST BLOCKS: 10" round Ametek or other approved boxes. Wire which is not rated for direct burial shall be AS -BUILT DRAWINGS: system as shown on this plan. Permits and code compliance is the responsibility of the SYSTEM PIPE: Thrust blocks shall be required on all bell and o -ring main at dead ends and whenever the line installed in water tight conduit with water tight junction boxes. contractor. If there are changes in the site plan, it is the contractors responsibility to notify the All pipe shall be Class 200 PVC or heavier. System Main shall be Sch.40 PVC pipe. All fittings changes direction. Concrete having a compressive strength of 2000 PSI or higher shall be used. Contractor shall provide "as- built" drawings showing all Changes. All valves and changes of g pp g g p g architect so that the irrigation system can be properly modified to accommodate the site shall be solvent weld Sch.40 fittings unless otherwise indicated in these specifications. Main Thrust blocks to be formned against solid, un- excavated earth that has been undamaged WATER SOURCE: direction on the main line shall have GPS coordinates noted on the as -built drawings. i modification. It is the contractors responsibility to see that the system is finally adjusted to have 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 visqueen prior to pouring thrust 2" City Water meter and 2" back flow device. Contractor is responsible Controller program shall be part of this submission_ t l coverage with no avers ra onto pavement, and that all heads are set to proper height and f 0 PSI within the hour shall constitute failure. Solvent weld fittings and n h pipe and trench wall shall be filled to the height of the outside to verify and meet code requirements. II. _ ful co g p y p t, p p g for one hour. Loss o 1 g block, The space between the p p g ;GUARANTEE: I� vertical with the final grade. Turn pressure or flow regulation, on valves, down to lowest pipe ends shall be cleaned with an al I purpose PVC pipe cleaner prior to applying glue. Main diameter of the pipe. possible operational setting to prevent misting of spray heads. Any conditions not shown in the shall have a minimum 24" of cover. All other pipe, laterals, etc. shall have a minimum 12" of See mechanical drawings for pool deck connection point. The entire system shall be guaranteed for a period of one year from the time of final P p g p drawings, shall be provided by the Contractor as shop drawings, prior to installation. Shop cover. Backll shall be free of debris and sharp objects. No rock larger than 3/4 shall be in CONTROLLERS: acceptance. All manufacturers written warrantes and guarantees, as well as "as built" drawings, i7 f E I, f hall be maintenance and operational information, shall be turned over to the Owner prior to, and 1s a drawings shall be submitted for approval to the Owners representative. Any changes s 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 condition of final acceptance. Guarantee period shall not commence until all of the documents submitted in writing and a pp roval shall be in writin g p rior to installation. As -built drawings ductile iron and shall be tinted with a flat black epoxy water roof paint. Use purple pipe, p ool deck. Location in pool equip. area. Verify with project manager. Grounding shall bee equal SPRINKLERS: All sprinklers shall be the type referred to in the Sprinkler Key and shall be attached to the t have been turned over to the Owners representative. c i prepared by the contractor shall be turned over to the Owner prior to final acceptance. GPS 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 h As-built lateral. with either flexible line (swing pipe) or a PVC swing joint such as those manufactured n the main line shall be art of e As b ion. round rod. �I I coordinates for all valves and changes of direction o p approval. (This option requires approval of the Owner, prior to installation.) Electrical Code. Controller at ground Level shall be grounded with a UL approved g by Lasco, Rainbird or Dura Industries, specifically for irrigation use, being constructed. with i � drawings. Submittals for all irrigation equipment being used on this project shall be submitted by the contractor. Approval of the equipment in these submittals, in writing, shall be required 1. Assembly for Solvent Weld PVC pipe. components utilizing Acme threads and o -ring seals. Pressure rating shall be 200 PSI, or RAIN SHUT OFF DEVICE: greater, as stated by the manufacturer. Sprinklers using more than 4 GPM shall be connected" prior to equipment being brought to this job site. a. Cuts square with PVC cutter, and debar the cut prior to assembly. p q Install a rain shut off device out of the range of the sprinklers as per State DER requirements. utilizing PVC swing joints. Sprinklers shall be set flush with final grade and absolutely b. Clean PVC pipe with PVC cleaner prior to assembly. Submit manufacturers equipment sheet prior to installation of any such device. vertical. Use Stainless Steel risers on all rotor heads. SITE CONDITIONS: c. Use gray, heavy bodied, slow drying, high strength glue. Care must be taken not to damage any underground utilities or existing irrigation systems. d. Keep out of service for the length of time as specified by the Manufacturer of the ELECTRIC CONTROL VALVES: 1. Spray heads shall be Rainbird 1806 6" pop up heads with series 10 nozzles unless Repair of damages will be the responsibility of the irrigation contractor. See owners PVC glue. " representative for details. Safety on the job is the responsibility of the irrigation contractor. It is Rainbird PGA 24V electric control valves. All valves shall be housed in 16"x 12 rectangular ....otherwise specified in these drawings. the responsibility of the irrigation contractor to sec that surface drainage is NOT modified by Pipe under decks shall be Sch.40 PVC. Method of hanging below pool deck shall be submitted Carson 1419B valve boxes or larger, and installed as per details. Control Valve shall be rated at i. his work. All rock that is brought to the surface by the trenching operation is to be removed to the structural engineer for approval prior to making irrigation submittals. No metal shall be 200 PSI or higher. Use bottom inlet whenever possibly from the site by the irrigation contractor. Irrigation in undisturbed landscape areas shall be in direct contact with PVC pipe. repaired and restored to working condition. Control valves below pool deck shall be suspended from ceiling with the irrigation pipe and 4 conduit. d Know what's below Call before you dig IT'S THE LAW! _ �­rraaaI M M �■. U�U (Z) moo . 00 tn o C) P4 Consultants SOTOLONGO -SAL. IAN•IIEND'IRSON ARCHITEC711RE, PLANNING 10630 NW 27th STREET DORAL, n- 33172 O R l SCALE: AS SHOWN PROJECT NUMBER 32 -2013 DATE: 08 -11 -2013 EREP: 08 -20 -2013 Prelim. Submission REVISIONS: 10 -21 -2013 ERPB- PERMIT SET 12 -18 -2013 P RMIT SET 1 cvision: 02 -27 -14 Added rain sensor Address . Qtty Commen pr S' �` j • � s {i it fit ,w NO .• . • �. SHEET NUMBER: i jj IR. I i OF: 3001 SW 109 Court Miami, Florida 33165 Off: (305) 551 -1262 Fax: (305) 229- 4146 EMAIL: marianocorral@comcastnet I