5544 Ronald Reagan Parkway Davenport, Fl 33896

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ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 SEAL: 7-ELEVEN 5544 RONALD REAGAN PARKWAY DAVENPORT, FL 33896 REVISION ISSUE LOG SHEET INDEX A PARCEL OF LAND BEING A PORTION OF A PARCEL DESCRIBED IN OFFICIAL RECORDS BOOK 5984, PAGE 450, PUBIC RECORDS OF POLK COUNTY, FLORIDA, LYlNG IN SECTIONS 4 AND 5, TOWNSHIP 26 SOUTH, RANGE 27 EAST, POLK COUNTY, FLORIDA, BEING DESCRIBED AS FOLLOWS: SITE COMMENCE AT THE NORTHEAST CORNER OF SAID SECTION 5; ALSO BEING A POINT ON THE WESTERLY RIGHT OF WAY LINE OF CHAMPIONS GATE BOULEVARD AS RECORDED IN OFFICIAL RECORD BOOK 7264, PAGE 774, PUBLIC RECORD OF POLK COUNTY, FLORIDA; THENCE RUN NORTH 89°33'46" EAST ALONG THE NORTH LINE OF SAID SECTION 4, A DISTANCE OF 164.12 FEET TO THE EAST RIGHT OF WAY LINE OF CHAMPIONS GATE BOULEVARD AS RECORDED IN OFFICIAL RECORD BOOK 7264, PAGE 778, PUBLIC RECORD OF POLK COUNTY, FLORIDA; BEING A POINT ON A NON-TANGENT CURVE CONCAVED EASTERLY HAVING A RADIUS OF 2,038.00 FEET, A CENTRAL ANGLE OF 17"40'36", A CHORD DISTANCE OF 626.27 FEET, AND A CHORD BEARING OF SOUTH 21°02'52" WEST; THENCE RUN SOUTHWESTERLY ALONG SAID CURVE 628.76 FEET; THENCE RUN SOUTH 12°12'34" WEST, A DISTANCE OF 270.76 FEET; THENCE RUN NORTH 77°47'26" WEST, A DISTANCE OF 7.00 FEET; THENCE RUN SOUTH 12°12'34" WEST, A DISTANCE 313.50 FEET TO THE POINT OF BEGINNING; THENCE LEAVING SAID EASTERLY RIGHT OF WAY LINE OF CHAMPIONS GATE BOULEVARD RUN SOUTH 77°47'26" EAST, A DISTANCE OF 210.00 FEET; THENCE RUN SOUTH 12°11'06" WEST, A DISTANCE OF 225.00 FEET TO THE NORTH RIGHT OF WAY LINE OF COUNTY ROAD 54 (RONALD REAGAN PARKWAY) AS RECORDED IN OFFICIAL RECORD BOOK 7264, PAGE 778, PUBLIC RECORD OF POLK COUNTY, FLORIDA; THENCE ALONG SAID NORTH RIGHT OF WAY LINE OF COUNTY ROAD 54 (RONALD REAGAN PARKWAY) RUN NORTH 77°47'26"W, A DISTANCE OF 173.62 FEET; THENCE RUN NORTH 31°23'38" WEST, A DISTANCE OF 52.89 FEET TO THE SAID EASTERLY RIGHT OF WAY LINE OF CHAMPIONS GATE BOULEVARD; THENCE RUN NORTH 12°12'34" EAST, A DISTANCE OF 186.70 FEET TO THE POINT OF BEGINNING. NO DATE REMARKS REVISIONS CONTAINING 46,562 SQUARE FEET OR 1.0689 ACRES, MORE OR LESS LOCATION MAP OWNER & CONSULTANTS OWNER MECHANICAL ENGINEER SITE ARCHITECT CIVIL ENGINEER PLUMBING ENGINEER STRUCTURAL ENGINEER 7-ELEVEN STORE #32810 5544 RONALD REAGAN PARKWAY DAVENPORT, FL 33896 PROJECT NO: 2016.0305 DATE: 5-15-17 ELECTRICAL ENGINEER CV 2016.0305 CV - Layout1 CHECKED: CDB DRAWN: MRS INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. LEGAL DESCRIPTION COPYRIGHT c 2016 VICINITY MAP DEMOLITION NOTES UTILITY SEPARATION NOTES UTILITY NOTES GENERAL NOTES SITE DATA ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 SEAL: NO DATE REMARKS REVISIONS DISINFECTING & TESTING NOTES UTILITY CONTACTS 7-ELEVEN STORE #32810 5544 RONALD REAGAN PARKWAY DAVENPORT, FL 33896 PROJECT NO: 2016.0305 DATE: 5-15-17 C0 GENERAL NOTES CHECKED: CDB DRAWN: MRS INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. LEGENDS COPYRIGHT c 2016 EROSION CONTROL NOTES TRAFFIC CONTROL & SIGNAGE ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 SEAL: D 2 P 1 U REMARKS REVISIONS 7-ELEVEN STORE #32810 5544 RONALD REAGAN PARKWAY DAVENPORT, FL 33896 PROJECT NO: 2016.0305 DATE: 5-15-17 1 SITE DIMENSION PLAN SITE DIMENSION PLAN 1"=20' 1 TYPICAL PAVEMENT SECTION NTS CHECKED: CDB DRAWN: MRS COPYRIGHT c 2016 3 NO DATE INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. SITE NOTES SITE UTILITY NOTES ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 D 2 P 1 U REMARKS REVISIONS 7-ELEVEN STORE #32810 5544 RONALD REAGAN PARKWAY DAVENPORT, FL 33896 PROJECT NO: 2016.0305 DATE: 5-15-17 C2 SITE UTILITY PLAN SITE UTILITY PLAN 1"=20' CHECKED: CDB DRAWN: MRS COPYRIGHT c 2016 3 NO DATE INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. SEAL: RILEY & Company, Inc. (H-20 GP/BA) c ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 INTEGRAL LIFTING LUGS NO DATE REMARKS REVISIONS 7-ELEVEN STORE #32810 5544 RONALD REAGAN PARKWAY DAVENPORT, FL 33896 PROJECT NO: 2016.0305 DATE: 5-15-17 C2.1 LIFT STATION CHECKED: CDB DRAWN: MRS COPYRIGHT c 2016 1 8" INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. SEAL: ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 D 2 P 1 U REMARKS REVISIONS 7-ELEVEN STORE #32810 5544 RONALD REAGAN PARKWAY DAVENPORT, FL 33896 PROJECT NO: 2016.0305 DATE: 5-15-17 C3 GRADING & DRAINAGE PLAN GRADING & DRAINAGE PLAN 1"=20' CHECKED: CDB DRAWN: MRS COPYRIGHT c 2016 3 NO DATE INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. SEAL: POLLUTION CONTROL NOTES ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 SEAL: D 2 P 1 REMARKS U REVISIONS 1 CRUSHED STONE CONSTRUCTION EXIT NTS 7-ELEVEN STORE #32810 5544 RONALD REAGAN PARKWAY DAVENPORT, FL 33896 PROJECT NO: 2016.0305 DATE: 5-15-17 C3.1 SWPPP / STORMWATER POLLUTION PREVENTION PLAN 1"=30' STORMWATER POLLUTION PREVENTION PLAN CHECKED: CDB DRAWN: MRS COPYRIGHT c 2016 3 NO DATE INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. EROSION CONTROL DETAILS ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 REMARKS REVISIONS 7-ELEVEN STORE #32810 5544 RONALD REAGAN PARKWAY DAVENPORT, FL 33896 PROJECT NO: 2016.0305 DATE: 5-15-17 OFF-SITE GRADING & DRAINAGE PLAN 1"=20' C3.2 OFFSITE GRADING & DRAINAGE PLAN CHECKED: CDB DRAWN: MRS COPYRIGHT c 2016 NO DATE INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. SEAL: ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 SEAL: NTS 6" VERTICAL CURB NTS 6 MONOLITHIC CURB & SIDEWALK DETAIL NTS 2 DUMPSTER ENLOSURE ELEVATION NTS 7 CONCRETE APRON NTS 3 8 CONCRETE WALK NTS 9 WALL SECTION N.T.S. 4 CORNER RAMP NTS 10 BOLLARD NTS VALLEY GUTTER NTS NO DATE REMARKS REVISIONS 11 TRAFFIC DIRECTIONAL ARROWS NTS 12 HANDICAP STRIPING NTS 13 HANDICAP SIGN NTS 14 BIKE RACK NTS 7-ELEVEN STORE #32810 5544 RONALD REAGAN PARKWAY DAVENPORT, FL 33896 PROJECT NO: 2016.0305 DATE: 5-15-17 C4 15 REINFORCED CONCRETE PAVEMENT NTS 16 SIDE WALK HANDICAP RAMP NTS 17 HANDICAP END RAMP NTS 18 TYPE "F" INLET NTS SDP16-0109 DETAILS CHECKED: CDB DRAWN: MRS INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. 5 DUMPSTER PLAN COPYRIGHT c 2016 1 ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 SEAL: METER/BACKFLOW PREVENTER NTS 3 TRENCH NTS 9 4 CLEANOUT NTS 5 COMMERCIAL WATER SERVICE NTS 6 STANDARD MANHOLE NTS NO DATE VALVE AND BOX NTS REMARKS REVISIONS 7-ELEVEN STORE #32810 10 PIPING CLEARANCE 5544 RONALD REAGAN PARKWAY DAVENPORT, FL 33896 NTS PROJECT NO: 2016.0305 DATE: 5-15-17 8 SAMPLE STATION C4.1 NTS COUNTY DETAIL 7 DROP CONNECTION NTS 9 MISCELLANEOUS MANHOLE NTS CHECKED: CDB DRAWN: MRS INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. 2 NTS COPYRIGHT c 2016 GREASE INTERCEPTOR 1 ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 REMARKS REVISIONS 7-ELEVEN STORE #32810 5544 RONALD REAGAN PARKWAY DAVENPORT, FL 33896 PROJECT NO: 2016.0305 DATE: 5-15-17 C4.2 FDOT DETAILS CHECKED: CDB DRAWN: MRS COPYRIGHT c 2016 NO DATE INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. SEAL: 0.0 0.0 0.1 0.1 11.5 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.3 0.2 0.2 0.2 7.7 0.1 0.1 1.0 0.2 0.2 0.2 4.1 5.6 3.4 1.4 0.9 2.5 2.8 2.2 1.1 0.7 0.7 1.3 1.3 0.8 0.5 10.9 0.5 0.1 13.2 0.3 0.3 6.9 8.9 0.4 0.0 9.2 SG3D 1_18 MH: 2 0 0.4 11.9 11.8 10.4 0.4 0.4 5.2 7.1 0.3 0.3 3.4 4.0 0.3 2.0 3.0 WA7 MH: 1 0.2 0.2 0.6 1.0 0.1 0.1 0.3 0.5 1 WA7 MH: 1 0.1 0.1 0.3 0.0 0.0 0.1 0.2 0.0 0.0 0.2 0.3 33.2 33.4 0.1 32.1 0.4 32.4 0.7 31.2 0.1 0.1 0.9 1.4 9.2 9.6 0.2 0.3 2.3 3.2 0.3 4.4 6.3 1 U 0.4 7.4 0.5 REVISIONS 10.5 NO DATE 0.3 0.2 0.2 0.3 0.7 0.9 1.0 SG3D 1_18 MH: 2 0 0.9 0.9 0.7 0.4 0.3 0.2 4.8 3.0 0.2 2.1 0.2 1.6 0.1 1.3 3.3 1.1 0.4 0.1 3.0 0.9 0.4 0.3 0.0 0.8 2.5 0.2 0.5 1.6 10.5 23.3 17.7 10.1 10.1 10.5 13.5 13.0 22.2 18.5 18.0 16.0 19.9 21.1 18.9 17.1 14.9 20.5 18.7 13.7 14.3 15.2 13.4 13.8 0.3 0.8 3 D 14.7 0.0 2 P 13 .9 15.2 12.9 12.9 14.3 12.9 15.7 12 .2 11 .9 11 12.1 .4 10 12.6 .9 10 15.7 12.1 .1 9.8 16.5 11.4 11 9.8 .0 10 12.4 9.9 .6 10 12.8 10.5 .1 9.3 16.6 12.4 11.0 16.9 11.1 9.2 11.4 10 9.5 .9 12 12.7 .3 12 10.3 9.4 13.1 .4 12 9.4 10.1 19 12 .9 8.9 .4 .7 10 13 .7 11 19.5 11.5 .2 14 8.6 .7 12 11.2 .4 14 9.0 .7 12 10.4 .7 18 9.3 .6 12 9.6 .0 19 9.8 23.8 .6 12 8.8 .8 10 .5 22.8 20 .5 8.5 .4 11.3 13.6 19.4 8.7 12.3 14.0 16.8 9.2 12.8 16.5 13.9 9.9 13.0 28.2 18.8 12.5 10.4 13.7 26.1 21.2 13 11 .3 13 .1 12 17 .9 14 13.6 .7 15 .0 13 .1 16 15.1 .5 13 .4 13 .3 17 15.7 .5 12 30.2 .9 15 .9 20 16.1 .3 12 30.2 .3 15 .5 16 16.6 .9 .2 13 .7 16 .9 15.3 .9 17 15.1 15.3 16.5 .1 17 13.3 15.8 31.1 17.8 .3 17 12.8 15.8 30.5 19.7 .5 17 13.3 16.0 16.8 .8 13.4 16 18 .4 16 .3 14 .2 15 16.4 .1 14 18.6 .2 13 16.6 31.8 .3 14 19.1 .9 16 30.0 .3 19 .8 14.0 .5 20 14.3 17.2 13.4 .0 20 14.4 17.6 13.0 .6 20 14.5 18.0 12.4 .4 21 14.6 29.1 18.5 12.4 .0 14.6 28.3 19 21 .1 12 .3 15 .5 12 19.9 .0 15 23.7 .5 12 21.0 .6 16 28.1 .3 20 .1 32 .7 12 26.3 .8 16.6 .3 12 20.8 35.4 25.9 17.3 .4 12 21.1 36.2 18.2 .8 13 23.3 34.4 19.6 .3 14 27.0 29.8 20.1 .0 14 30.8 33.2 21.0 .7 15 34.6 31.2 21.6 .3 16 35.1 23.1 .3 18 31.5 26.5 .0 19 27.9 30.0 .9 21 31.5 33 .1 30 .5 .0 30 22.7 33.8 .8 31 24.5 30.9 .5 32 27.4 31.4 .9 32 30.4 30.5 .5 26 30 .7 .7 31.4 21.8 32.0 18.2 32.8 15.2 33.5 32.9 28.5 32.9 22.4 32.9 17.7 32.9 14.7 33.7 28.6 SG3D 1_18 MH: 2 0 0.2 0.2 0.1 0.1 0.0 0.6 0.3 0.0 0.2 0.0 0.0 0.6 0.7 12.8 14.8 0.6 0.5 8.1 8.0 10.4 0.5 SG3D 1_18 MH: 2 0 12.5 15.2 11.9 10.0 10.8 12.8 SG3D 1_18 MH: 2 0 0.4 0.4 0.3 0.2 0.3 0.5 0.7 1.1 1.6 1.9 2.2 2.1 1.9 1.4 1.0 0.8 0.8 0.7 0.7 0.6 0.5 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1 0.2 WA 7 0.8 11.6 MH: 1 1 1.2 11.0 10.6 0.1 7 .2 6.7 8.3 14 .0 1 3 0.8 10.7 .6 0.1 2.9 7 .6 6 WE3 3.8 1.6 11.4 .4 7 4.6 MH: 1 1 .9 5 1 9 .3 .5 16.5 5.8 0.1 3.8 8.5 5.7 6.7 7 .7 9 7 .8 10.5 0.7 15.2 .9 1 1 5 1.3 WA7 1.6 .2 8.8 11.0 0.1 4.2 6 MH: 1 .2 8 6.3 1 .1 9 7.4 16.4 .6 1 15 1 .3 .1 0.1 4.6 9 .1 6 5 0.6 .7 7 .7 7 8.7 .1 9 .1 1.6 7.6 18.7 .6 1 1 W 7 2 E .9 3 .3 3.3 0.1 11.2 MH: 1 7.5 7.1 1 13.2 8ft Ba 7.3 11 tte .0 2 15.8 n 5 W .4 8 E ft B 3 9 M .8 H a 2 : tt 1 2 e 0.7 0 n 8ft .9 7.6 0.1 10.1 25.4D1G MH: 1 13.1 MH: 1 Batte 1 12.9 0 3D1 n 8ft 1.6 9.0 6.5 MH: 1 Batte 14.4 MH: 2 25.3 0 7.9 n 1 0 8 3.6 1 M .8 2 6 H 9 .7 : 10 .3 12.3 14.3 28.0 WE3 6.0 0.1 10.0 11.3 17.8 9.0 MH: 1 9.6 12 8 1 1 .6 .4 3 8 .5 .2 9 9 .3 9 .7 8.5 11.0 0.8 7.9 31.9 12.8 .6 1 8.8 7.0 30 1 1.7 .9 5.3 .3 0.2 7 .4 6 6 1 .2 6 14.2 7.6 1 .9 3.3 .0 1 1.9 9 9 11.6 .9 5 .2 4 6.0 28.8 .2 9.6 6.1 .5 3 6.4 32.0 8.6 .8 7.5 32.0 0.2 9.7 7.3 3 .6 9 .6 5 .9 0.9 3.5 6.6 12.9 12 4 .4 .5 3 .8 1 9 1.6 .8 2 3.7 4.1 4.1 11.7 4 .6 3 .1 4 .7 2 2.7 0.3 D3G3 9.0 8.8 3.0 6.2 D1 2 .9 2 4.5 MH: 2 8 .6 1 6.1 0 .9 3 3.4 1 7.2 .2 3 4.6 4.8 0 .7 4 1 .7 0.3 .9 3 8 .2 .7 3 4 .8 .8 1.2 2.3 6.6 9.0 3.5 10.1 2.5 1.1 8.7 11.1 3.5 8 0.3 6.8 .8 8.8 3.9 3.6 14.7 8.9 5.5 0.7 2 .3 1 7 .2 8 .6 8 .1 1.2 1.1 0.3 21.0 18.9 8.3 21.0 6.7 2.9 0.6 19.4 23.6 ECBB 8.2 5 B .7 2 9.8 5 .8 21.7 MH 8.1 24.6 2.7 0.4 26.0: 14.5 ECBB 23.4 24.4 8.4 B 28.0 0.9 1.2 28 .3 2 2 8 6 3 .1 MH: 14 .0 0 8 .5 .7 .6 1.5 0.6 2 ECBB 7 3 .4 24 3.5 3 B 25.1 7.9 .4 31 6.3 3 3.2 0.5 0.4 26.4 ECBB .5 M3H: 14.5 25.2 5.2 27 5.8 B .5 9.5 5 3 .1 4 .0 2 8.7 3 MH ECBB 35.8 23.4 ECBB 34.1 3.2 B B 0.3 3 36.5: 14.5 34.6 20.9 0.2 45.2 MH: 14.5 1.4 ECBB 1.4 33 0.7 2 MH: 14.5 .5 2 3 B .3 1 3 E .6 7 CBB 3 1 .0 2 2 9 .1 2 2.1 3 .3 0.5 .5 5 E 3 CBB .7 7 2 .6 3M6H: 14.5 9.2 2 24.4 MH: 14B 36.4 14.8 .5 42 MH: 14B 3.4 4.4 2 27.6 .5 0.3 42.7 ECBB ECBB .9 3 .5 26.6 6.0 B B 14.6 45 0 6 .6 6 .8 .9 2 .8 M 4 2 .5 4 4 .9 3.8 4 14.5 37.6 MH: 14.5 ECBB 18.8 7.8 3H0:.2 ECBB 12.2 B 0.1 4 36.4 19.6 B 32.7 ECBB 2.4 2.7 32.2 2.4 19.7 MH: 14 35MH: 14.5 B 4 .9 1 .6 4 3 2 .5 .0 6 MH .2 3 4.1 7 0.7 4 0.8 .9 E 2 E 2 CBBB 17.1 .4 CBB 5 .6 36: 1.94.5 38.1 24.3 5.6 0.3 35.6 MH: 14B.5 18.0 35.9 ECBB 25.4 MH: 14.5 B 34.7 31.8 7.2 24 1 M .3 3 9 H 2 3 .1 .8 ECBB 1 .4 27 12.2 35: 1.04.5 0.7 B 8.8 19.8 .9 23 32.8 MH: 14.5 4.3 3.1 .7 2 11.3 29 EC 1 .3 9 5 .8 .1 2 8.0 0.8 4.0 2 MH:BBB 24.3 14.1 18.4 5.8 214.5 11.3 0.5 0.3 16.4 4.3 ECBB 10 17 B .4 .8 1 9 12.4 .8 1 0.1 1 14.9 19.3 MH: 14.5 15.8 11.0 0.4 1 19.7 11.4 11.7 1.8 13.8 3.8 2 0.4 1 .8 3 .6 8 1 .4 0 1 1 .2 2 2 5.5 .7 .4 0.7 9.4 2.5 6.6 10.1 9.6 10.0 0.2 3.6 11.8 5.6 9 .5 1 3 .9 13 10.4 4.8 5.2 .1 6.6 4.1 1.7 5.4 REMARKS 7-ELEVEN STORE #32810 5544 RONALD REAGAN PARKWAY DAVENPORT, FL 33896 PROJECT NO: 2016.0305 DATE: 5-15-17 INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. SEAL: 0.2 0.4 0.5 0.9 0.9 0.6 0.5 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 CHECKED: CDB DRAWN: MRS 1"=30' SL1 1 SITE LIGHTING POLE AND BASE SITE PHOTOMATRIC LIGHTING PLAN NTS SITE LIGHTING PLAN 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 Max/Min 1.48 4.24 5.28 1.60 2.43 260.00 11.03 5.06 N.A. 4.26 Avg/Min 1.21 2.40 2.93 1.29 1.63 63.50 3.62 2.11 N.A. 2.14 Min 9.4 2.9 2.5 8.0 18.8 0.1 2.9 6.3 0.0 8.5 Max 13.9 12.3 13.2 12.8 45.6 26.0 32.0 31.9 2.2 36.2 Avg 11.42 6.97 7.32 10.29 30.59 6.35 10.49 13.32 0.33 18.17 Units Fc Fc Fc Fc Fc Fc Fc Fc Fc Fc AA 003420 CA 8660 ZONE FC AVG SPEC Entrances 10 FC AVG Air Pump 10 FC AVG Gasoline Canopy 30 FC AVG Dumpster 10 FC AVG Parking 10 FC AVG General Approach 3 FC AVG Sidewalk NO SPEC Property Line NO SPEC COPYRIGHT c 2016 CALCULATION ZONES CalcType Illuminance Illuminance Illuminance Illuminance Illuminance Illuminance Illuminance Illuminance Illuminance Illuminance Calculation Summary Label Air Pump Dumpster Entrance1 Entrance2 Gasoline Canopy General appoach Parking 1 Parking 2 Property Line sidewalk ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT Arrangement SINGLE BACK-BACK 2 @ 90 DEGREES_1 SINGLE SINGLE SINGLE SINGLE Filename GE 96 4100K Batten Strip.ies GE456727.IES GE456727.IES ECBB_B5F550_______tcm201-100252.IES GE456727.IES EWS2_A7E150_____-120-277V_tcm201-97405.IES EWS2_E3D150______tcm201-97428.IES LLF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Lum. Watts 33 257 257 64 257 29 91 Lum. Lumens 3073 19900 19900 8110 19900 3100 8400 Description GE 96 4100K Batten Strip GEWI1 2-ERS2-0-G3-D1-1-50-1- Color 2-ERS2-0-G3-D1-1-50-1- Color ECBB0B5F5501AWHTE 1-ERS2-0-G3-D1-1-50-1- Color EWS20A7E150-DKBZ EWS20E3D150-DKBZ Label 8ft Batten D1G3D1 D3G3D1 ECBBB SG3D1_18 WA7 WE3 Luminaire Schedule Symbol Qty 4 1 1 20 5 4 4 ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT S/W AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 JASON R E GI STE 11 VO AT LA 6667308 STATE OF 10' 10' EW B RE 10' CLEAR SIGHT VISIBILITY TRIANGLE H I TE C T RC ER DATE: 05/08/2017 SEAL: DSCA P L AN E D RIDG A F L ORI DA 2 LJT SOD S/W Jason P. Bridgewater Registered Landscape Architect FL. Registration -LA 6667308 34 DT SOD 11 VO SOD 12 TD 20 DT 1 LJT SOD 10 VO SOD SOD SOD 19 LEG 20 RI S/W SOD 34 LEG SOD SOD 1 MG 3 D 10 VO 2 P S/W 1 1 LJT U 32 DT 6 LJT SOD 112 VO 2 LJT NO DATE 29 VO REMARKS REVISIONS SOD S/W SOD SOD 10' S/W [email protected] S/W 7-ELEVEN STORE # 5544 RONALD REAGAN PARKWAY DAVENPORT, FL 33896 PROJECT NO: 2016.0305 LC# 26000550 © Caddscapes, Inc. 2017 S/W CADDSCAPES, INC. 10' CLEAR SIGHT VISIBILITY TRIANGLE Florida Landscape Architecture Firm 3162 Parma Drive Landscape Architect: Deltona, FL 32738 Jason Bridgewater, RLA Office: 407 310-5567 Florida Water Star AP 10' DATE: 05/08/17 LANDSCAPE PLAN L1 CHECKED: JB DRAWN: JB COPYRIGHT c 2016 79 DT INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. 34 RI 6 MG ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT EDGE OF PAVEMENT OR CURB PROVIDE AGRIFORM (20-10-5) FERTILIZER TABLETS AT THE FOLLOWING RATES: 3 GAL./ 2 TABLETS: 1 GAL./1 TABLET. D D PROVIDE 6" MINIMUM CLEARANCE AROUND ROOT BALL (SIDES AND BOTTOM). D EDGE OF BEDLINE AA 003420 CA 8660 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 2" MULCH MINIMUM - DO NOT COVER MAIN STEM PLANT LIST SET TOP OF ROOTBALL 1" ABOVE FINISH GRADE TURF QUANTITY SYMBOL 12" MINIMUM DEPTH OF PLANTING SOIL MIX IN SHRUB/GROUNDCOVER PLANTING BEDS. BOTANICAL NAME COMMON NAME DESCRIPTION REMARKS 8' HT, 8' SPR., 1-1/2" DBH., MULTI-TRUNK SPACE AS SHOWN GUY MG 7 MAGNOLIA GRANDFILORA SOUTHERN MAGNOLIA 14'-16' HT x 6'-7' SPR. / 2.5" DBH NATIVE SPACE AS SHOWN GUY BALD CYPRESS 14'-16' HT x 6'-7' SPR. / 2.5" DBH NATIVE SPACE AS SHOWN GUY TD NOT TO SCALE 12 TAXODIUM DISTICHUM JASO LIGUSTRUM TREE R E GI ST ER LIGUSTRUM JAPONICUM E LA 6667308 FL ORI D A Jason P. Bridgewater Registered Landscape Architect FL. Registration -LA 6667308 183 VIBURNUM ODORATISSIMUM SWEET VIBURNUM 30'' HT. x 24" SPRD. / FULL / 7G 30" O.C. DT 165 DIANELLA TASMANICA FLAX LILY 18" O.A. / FULL / 3G 24" O.C. LEG 53 LIRIOPE MUSCARI 'EMERALD GODDESS' PP15,471 EMERALD GODDESS LIRIOPE MIN. 6 BIBS / 18" O.A. / 1 GAL. 24" O.C. RI 54 RHAPHIOLEPIS INDICA 'ALBA' WHITE INDIAN HAWTHORN 18" O.A. / FULL / 3G 24" O.C. SEE PLANS PASPALUM NOTATUM ARGENTINE BAHIA SOLID, FREE OF PESTS AND DISEASES FIELD VERIFY QTY. SEE PLANS MINI PINE BARK NUGGETS MINI PINE BARK NUGGETS FREE OF DIRT AND DEBRIS FIELD VERIFY QTY. VO B STATE OF SHRUBS NOT TO SCALE N I TE C T CH 12 TER WA PLANTING SOIL MIX - 1/3 SAND, 1/3 PEAT, 1/3 TOPSOIL. CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL. LJT AR DATE: 05/08/2017 SEAL: L ANDSCA P ED RIDG E TREES NOTE: LAYOUT PLANTS IN A TRIANGULAR PATTERN AS SHOWN, SPACED EQUALLY FROM EACH OTHER (AT SPACING SPECIFIED IN THE PLANT LIST) AND IN STRAIGHT ROWS. SPACING MAY BE ADJUSTED SLIGHTLY TO CREATE SMOOTH FLOWING BEDLINES AS SHOWN ON LANDSCAPE PLANS. PROVIDE 6" - 12" UNIFORM CLEARANCE (MULCH STRIP) BETWEEN PLANT FOLIAGE AND EDGE OF BEDLINE (TYP.). GROUND COVERS SELECTIVELY PRUNE TO MAINTAIN FORM SELECTIVELY PRUNE TO MAINTAIN FORM PROVIDE AGRIFORM FERTILIZER TABLETS AT THE FOLLOWING RATES: 15 GAL./5 TABLETS 30 GAL./10 TABLETS, 65 GAL./15 TABLETS, OR ONE TABLET PER EACH 1/2" OF TRUNK DIAMETER. REINFORCED RUBBER HOSE #10 GAUGE WIRE FROM CENTRAL TRUNK TO THREE STAKES PROVIDE AGRIFORM FERTILIZER TABLETS AT THE FOLLOWING RATES: 15 GAL./5 TABLETS; 30 GAL./10 TABLETS, 65 GAL./15 TABLETS, OR ONE TABLET PER EACH 1/2" OF TRUNK DIAMETER. THREE 2" x 2"x 8' P.T.P. STAKES SOD MINIMUM 2" MULCH AS SPECIFIED AND 12-18" FROM TRUNK 6" SOIL SAUCER TURN BACK BURLAP ONE THIRD IF BALLED & BURLAPPED. REMOVE SYNTHETIC BURLAP COMPLETELY. REINFORCED RUBBER HOSE ORANGE FLAG ABOVE TURNBUCKLE MULCH PLANTING SOIL MIX - 1/3 SAND, 1/3 PEAT, 1/3 TOPSOIL. CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL. #10 GAUGE WIRE WITH GALVANIZED TURNBUCKLES AT THREE LOCATIONS (120° APART) PROVIDE CLEARANCE AROUND ROOT BALL OF 12" ON ALL SIDES AND 6" ON BOTTOM. MINIMUM 2" MULCH AS SPECIFIED AND 12-18" FROM TRUNK 6" SOIL SAUCER TURN BACK BURLAP ONE THIRD IF BALLED & BURLAPPED. REMOVE SYNTHETIC BURLAP COMPLETELY. NOT TO SCALE PROVIDE AGRIFORM FERTILIZER TABLETS AT THE FOLLOWING RATES: 15 GAL./5 TABLETS, 30 GAL./10 TABLETS, 65 GAL./15 TABLETS, OR ONE TABLET PER EACH 1/2" OF TRUNK DIAMETER. 5. 6. 7. 8. 9. 1. PRUNED AND TIED FRONDS. 2. TWO LAYERS OF BURLAP TO PROTECT PALM TRUNK FIVE 2" x 8" x 8" P.T. WOOD BATTENS WITH TWO STEEL BANDS TO SECURE BATTENS THREE 2" x 4" P.T. WOOD BRACES TOE NAIL TO BATTENS. DRIVE BRACES TO UNDISTURBED EARTH. 3. 4. MINIMUM 2" MULCH 5. 6" SOIL BERM 6. 7. PLANTING SOIL MIX - 1/3 SAND, 1/3 PEAT, 1/3 TOPSOIL. CONNTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL. PROVIDE CLEARANCE AROUND ROOTBALL OF 12" ON ALL SIDES AND 6" ON BOTTOM. NOT TO SCALE 8. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING, IN FULL, ALL LANDSCAPE PLANTING AREAS, UNTIL THE JOB IS ACCEPTED IN FULL BY THE OWNER. "IN FULL" MEANS WATERING, PEST CONTROL, MULCHING, MOWING, FERTILIZING AND RESETTING TREES THAT ARE OUT OF PLUMB. THE LANDSCAPE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL INSTALLED PLANT MATERIAL FOR A PERIOD OF ONE CALENDAR YEAR BEGINNING ON THE DATE OF 100% COMPLETION. ANY AND ALL REQUIRED PLANT REPLACEMENTS SHALL BE MADE PROMPTLY AND AT NO ADDITIONAL COST TO THE OWNER. THE LANDSCAPE CONTRACTOR SHALL STAKE THE LOCATIONS OF ALL PLANT MATERIAL AND PLANTING BED LINES FOR REVIEW BY THE LANDSCAPE ARCHITECT AND OWNER. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL WRITTEN PLANT QUANITIES PRIOR TO INITIATION OF THE WORK. IN THE EVENT THAT THE PLANS CONTRADICT THE PLANT LIST, THE PLANS SHALL RULE. THE LANDSCAPE CONTRACTOR SHALL BE FAMILIAR WITH AND ACCEPT THE EXISTING SITE CONDITIONS PRIOR TO INITIATION OF THE WORK. ANY VARIATION FROM THE SPECIFIED WORK SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES, DRAINAGE STRUCTURES, CURBS, SIDEWALKS, AND ANY OTHER OBJECTS WHICH MIGHT BE DAMAGED DURING THE WORK. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE TO MAKE ANY AND ALL NECESSARY REPAIRS TO DAMAGE CAUSED BY HIS WORK AT NO ADDITIONAL COST TO THE OWNER OR LANDSCAPE ARCHITECT. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS, AND FOLLOWING ALL APPLICABLE LOCAL CODES PERTAINING TO THE PROJECT DURING THE COURSE. OF HIS WORK. PROHIBITED WITHIN THIS AREA: 1. PARKING OR USE OF VEHICLES, EQUIPMENT, OR MACHINERY 2. STORAGE OR DUMPING OF ANY MATERIALS OR LIQUID. 3. CONSTRUCTION, EXCAVATION, OR TRENCHING EXISTING VEGETATION REMAINING AFTER GRUBBING FOR BUILDING PADS, STRUCTURES, RIGHT OF WAY, PARKING AREAS OR SIGNIFICANT GRADE CHANGES SHALL BE PROTECTED DURING THE CONSTRUCTION PROCESS. FOR EACH TREE TO BE PRESERVED, ESTABLISH AN UNDISTURBED AREA MEASURED FROM THE CENTER OF EACH TREE. THE MINIMUM UNDISTURBED AREA IS A RADIUS OF 0.75' FOR EACH INCH OF DBH (DIAMETER AT BREAST HEIGHT, 54” HT ABOVE THE SOIL LINE). TREES OF 6" DBH OR LESS SHALL HAVE A MINIMUM UNDISTURBED RADIUS OF 5 FEET. ALSO SEE LANDSCAPE NOTES. BARRIERS TO REMAIN IN PLACE UNTIL ALL PAVING AND CONSTRUCTION IS COMPLETED. UPRIGHTS - THE EQUIVALENT OF 4 X 4 LUMBER AT 3' MINIMUM HEIGHT ON 5' MAX, CENTERS. HORIZONTALS - THE EQUIVALENT OF TWO COURSES OF 1/2" DIA. ROPE WITH YELLOW TAPE FLAGGING. NO DATE UNDISTURBED AREA VARIES (5' MINIMUM) REMARKS REVISIONS NOT TO SCALE OSCEOLA COUNTY LANDSCAPE CODE NOTES West/ROW/ Champions Gate Blvd of 239' less 21' (access drive) = 218'/40' = 5.45 canopy trees Provided: 6 MG and 6 Existing Palms Previously installed by Champions Gate Developer South/ROW/ Ronald Reagan Parkway of 174' less 25' (access drive) = 149'/40' = 3.72 canopy trees Provided: 8 LJT due to existing overhead powerline East Property Line of 225' less 225' (access drive) = 0' Provided: 0 due to lack of planting area North Property line of 210' less 210' (access drive) = 0' Provided: 0 due to lack of planting area Canopy trees 1 per 2500 sq.ft. 46,562 sq.ft. / 2500 = 19 required Provided: 7 QV and 12 TD trees Parking area landscape required: 28,327 sq.ft. x 10% = 2,832 sq.ft. / 90 = 31.46 trees required Provided: 51 trees proposed (10 UA, 18 TD, 23 MG) Parking area sod maximum required: 28,327 sq.ft. x 20% = 5,664 sq.ft. maximum sod Provided: 0 sq.ft. sod in parking area. Other Provided or To Be Noted · Building facade from road 60% linear footage coverage with shrubs · One tree per landscape island provided · Above ground utilities are screened 7-ELEVEN STORE # 5544 RONALD REAGAN PARKWAY DAVENPORT, FL 33896 PROJECT NO: 2016.0305 DATE: 05/08/17 LANDSCAPE DETAILS L2 CHECKED: JB DRAWN: JB COPYRIGHT c 2016 NOT TO SCALE TREE PROTECTION UNDISTURBED AREA SHALL BE PROVIDED BASED UPON TREE DBH. BARRIER SHALL BE ERECTED PRIOR TO ANY CONSTRUCTION IN GENERAL AREA OF TREES TO BE PROTECTED. [email protected] 4. LC# 26000550 © Caddscapes, Inc. 2017 3. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL FREE OF PESTS AND DISEASES. ALL PLANTS SHALL BE FLORIDA FANCY, AS GRADED IN FLORIDA GRADES AND STANDARDS FOR NURSERY PLANTS. ALL PLANTS ARE SUBJECT TO APPROVAL BY THE LANDSCAPE ARCHITECT AND OWNER BEFORE, DURING, AND AFTER INSTALLATION. ALL SINGLE-TRUNKED TREES SHALL BE STRAIGHT TRUNKED WITH ONE CENTRAL LEADER AND HAVE A FULL, DENSE CROWN. ALL TREES SHALL BE STAKED AND GUYED AS SHOWN IN PLANTING DETAILS. ALL MULCH PLANTING AREAS SHALL BE A MINIMUM OF 2" IN DEPTH. ALL PLANTING AREAS SHALL HAVE A MINIMUM OF 3" TOPSOIL. ALL TREES SHALL BE FREE OF OPEN WOUNDS AND WOUND SCARS IN THE CLEAR TRUNK AREA. ANY SYNTHETIC BURLAP AND/OR WIRE BASKETS MUST BE TOTALLY REMOVED PRIOR TO INSTALLATION OF PLANT MATERIAL. IF NATURAL BURLAP IS USED, IT MAY BE TURNED DOWN 1/3 OF THE ROOTBALL. Florida Landscape Architecture Firm 3162 Parma Drive Landscape Architect: Deltona, FL 32738 Jason Bridgewater, RLA Office: 407 310-5567 Florida Water Star AP PROVIDE CLEARANCE AROUND ROOT BALL OF 12" ON ALL SIDES AND 6" ON BOTTOM. 1. 2. CADDSCAPES, INC. PLANTING SOIL MIX - 1/3 SAND, 1/3 PEAT, 1/3 TOPSOIL. CONTRACTOR TO SUBMIT ANY PROPOSED SUBSTITUTE FOR APPROVAL. INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. 2"x4" X 2'-6" P.T.P. WOOD STAKE FLUSH WITH GROUND ? ?? SLEEVE 3" & 2" SLEEVE 3/4" 1" 1 1/4" 1 1/2" 2" ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT T U AA 003420 CA 8660 V 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 W JAS R EG IS T G 3/4" A F 3/4" 3/4"A F A Q 3/4" A 3/4"D F A 1 1/2" L Q 2" SLEEVE 3/4" R K D 3/4" R 3/4" 3/4" S L S 1 1/2" 1" IDA K 26 3/4" Q S L 1 1/4" K L K 1 1/4" 3/4" S L L 3/4" S B 3/4" S 3/4" L B S 3/4" B 3/4" L S B 2" SLEEVE F Q R K 3 3/4" S 2 F P G 3/4" D G 2" SLEEVE 3/4" F 3/4" B G 3/4" A 1 G 3/4" I G U Q Q 3/4" 1" F 1" G 1" 3/4" S G 1 1/4" G 1" G 3/4" F 1 1/4" 3 3/4" 4 3" SLEEVE 1" 20 5 1" NO DATE S RA 1" G F 3/4" A A A A 3/4" B B D G G REMARKS REVISIONS F 3/4" 6 3" SLEEVE D G 3/4" 1" 21 2" SLEEVE R 1 1/4" Q 1" 3/4"F 1" 3/4" F 2" SLEEVE G 2 A S G G B 2" SLEEVE 3/4" 3/4" B 2" SLEEVE S G B B 3/4" B 3/4" 1" A A 1" A 2" SLEEVE A 3/4" B B F I B 3/4" G 3/4" F 19 [email protected] 7-ELEVEN STORE # 5544 RONALD REAGAN PARKWAY DAVENPORT, FL 33896 PROJECT NO: 2016.0305 LC# 26000550 © Caddscapes, Inc. 2017 Florida Landscape Architecture Firm 3162 Parma Drive Landscape Architect: Deltona, FL 32738 Jason Bridgewater, RLA Office: 407 310-5567 Florida Water Star AP 21.25 DATE: IRRIGATION PLAN L3 CHECKED: DRAWN: INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. 3/4" B 3/4" B 2" SLEEVE COPYRIGHT c 2016 L B B 3/4" B 3/4" B B 1" L K 3/4" A A L 1" CADDSCAPES, INC. 1 L OR G 3/4" 3/4" 1" 1 1/4" STA T OF E 2" SLEEVE R A 3/4" D A B 3/4" A A D A 1 1/4" AA 3/4" B D 1" A R 3/4"A 1 1/4" D L S 3/4" F Q 1" D B 673 08 Jason P. Bridgewater Registered Landscape Architect FL. Registration -LA 6667308 S D LA 6 6 H I TE C A RC T R G ATER EW FL F 3/4" ON PE DATE: 05/08/2017 SEAL: L ANDS C ED R E BRID A ARCHITECTURE ENGINEERING INTERIOR DESIGN PROJECT MANAGEMENT 1) REFER TO THE LANDSCAPE PLANS WHEN TRENCHING TO AVOID TREES AND SHRUBS. 2) ALL MAINLINE PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 18'' OF COVER. ALL LATERAL PIPING SHALL BE BURIED TO A MINIMUM DEPTH OF 12'' OF COVER. FINISH GRADE/TOP OF MULCH LOCATE HEADS 6'' FROM WALKS OR CURBS SPRINKLER BODY ASSEMBLY SEE NOZZLE CHART 3) ALL POP-UP ROTORS AND SPRAY HEADS SHALL BE INSTALLED USING AN 18'' P.V.C. FLEX PIPE CONNECTION. DO NOT USE FUNNY PIPE. AA 003420 CA 8660 4) ADJUST ALL NOZZLES TO REDUCE WATER WASTE ON HARD SURFACES AND BUILDING WALLS. 5) THROTTLE ALL VALVES ON SHRUB LINES AS REQUIRED TO PREVENT FOGGING. PVC STREET ELL 604 COURTLAND STREET SUITE 100 ORLANDO, FLORIDA 32804 PH 407.645.5008 FX 407.629.9124 6) ALL RISERS SHALL BE PAINTED BLACK. 7) ALL RISERS SHALL BE STAKED WITH A STEEL ANGLE AND SECURED WITH ULTRA-VIOLET LIGHT PROTECTED P.V.C. CLAMPS. PVC LATERAL PIPE 12) ALL RISERS SHALL BE INSTALLED 12'' FROM ANY WALL AND A MINIMUM OF 36'' FROM ANY SIDEWALK, PATIO OR ROAD. 13) THE EXACT HEIGHT OF ANY 12'' POP-UP THAT IS SHOWN IN A SHRUB BED SHALL BE DETERMINED BY THE LANDSCAPE ARCHITECT IN THE FIELD. Jason P. Bridgewater Registered Landscape Architect FL. Registration -LA 6667308 15) ALL WORK SHALL BE GUARANTEED FOR ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE AGAINST ALL DEFECTS IN EQUIPMENT AND WORKMANSHIP. 16) CONTRACTOR TO USE MIN. OF 12 GAUGE WIRE FOR ALL COMMON WIRES AND 14 GAUGE WIRE FOR ALL CONTROL WIRES. CONTRACTOR ALSO TO PROVIDE 3 SPARE CONTROL WIRES FOR ANY FUTURE USE. 1 PLASTIC NOZZLE: HUNTER MP ROTATOR SERIES PLASTIC SHRUB ADAPTER: 17) CONCRETE THRUST BLOCKS ARE TO BE UTULIZED AT ALL MAINLINE DIRECTION CHANGES. 4 ULTRA-VIOLET PROTECTIVE PVC CLAMPS PLANT MATERIAL 5 FINISH GRADE/TOP OF MULCH 6 3 7 2 13 18) ALL IRRIGATION SHOWN ON PLANS IS SCHEMATIC AND DOES NOT REFLECT ALL FITTINGS AND APPURTENANCES WHICH SHALL BE INCLUDED TO PROVIDE A FULLY FUNCTIONAL IRRIGATION SYSTEM CAPABLE OF PROVIDING 100 PERCENT COVERAGE WITH A 50 PERCENT OVERLAP. 14 UV RADIATION RESISTANT PVC SCH 40 NIPPLE - EXTEND TO 4'' ABOVE PLANT MATERIAL 10 8 15 PVC SCH 40 ELL PVC SCH 40 STREET ELL 12 11 9 1/2-INCH PVC SCH 40 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 STREET ELL SYMBOL 0 11) GALV. STEEL PIPE 6" POP-UP SPRAY - HUNTER INDUSTRIES MPR40 W/MP2000 NOZZELS 91 4) STARTER (WHEN REQUIRED) 12) GATE/LATCH 5) PRESSURE RELIEF VALVE 13) 45° ELBOW 12" POP-UP SPRAY - HUNTER INDUSTRIES MPR40 W/MP2000 NOZZELS 22 6) WELL 14) MAINLINE SPRAY ON RISER - HUNTER INDUSTRIES INST-00-CV-MP2000 7) CHECK VALVE (IF REQUIRED) 15) 6' HT. GREEN CHAIN LINK FENCE 46 8) 120 GAL. BLADDER TANK HUNTER INDUSTRIES - 4" POP-UP PGP ROTORS- PART RADIUS 0 HUNTER INDUSTRIES - 4" POP-UP PGP ROTORS- FULL RADIUS 0 HUNTER 'ICV' SERIES ELECTRIC VALVE WITH ACCU-SET PRESSURE REGULATOR 4 1" RAINBIRD DRIP IRRIGATION VALVE SYM NOZZLE MP1000 8'-15' radius MP2000 13'-21' radius MP3000 22'-30' radius STRIPS & CORNERS BUBBLERS AND MICROSPRAYS NOZZLE PATTERN GPM A MAROON 90° ADJUSTABLE ARC .19 B MAROON 180° ADJUSTABLE ARC .37 C LT. BLUE 210° ADJUSTABLE ARC .43 D LT. BLUE 270° ADJUSTABLE ARC .57 E OLIVE 360° ARC .75 F BLACK 90° ADJUSTABLE ARC .40 G BLACK 180° ADJUSTABLE ARC .74 H GREEN 210° ADJUSTABLE ARC .86 I GREEN 270° ADJUSTABLE ARC 1.10 J RED 360° ARC 1.47 K BLUE 90° ADJUSTABLE ARC .86 L BLUE 180° ADJUSTABLE ARC 1.82 M YELLOW 210° ADJUSTABLE ARC 2.12 N YELLOW 270° ADJUSTABLE ARC 2.73 O GRAY 360° ARC 3.64 P TURQOUISE 45°-105° ADJUSTABLE ARC .45 Q IVORY 5'x15' LEFT STRIP .22 R COPPER 5'x15' RIGHT STRIP .22 S BROWN 5'x30' SIDE STRIP .44 T PCN10 1.00 GPM FLOOD BUBBLER 1.00 U PCN50 .50 GPM FLOOD BUBBLER .50 V SR-2Q 90° 2' RADIUS .11 W SR-2H 180° 2' RADIUS .16 MS-F 360° 5' RADIUS .50 X 1 3/4" C HUNTER ACC 8 STATION CONTROLLER, 120VOLT INSTALL WITH A ET SENSOR AND BY-PASS BOX. GROUND WITH AN 8' COPPER CLAD ROD. 1" POTABLE IRRIGATION METER TO PROVIDE 30 GPM AT 40 PSI E 1 1 1" DOUBLE CHECK VALVE BACKFLOW PREVENTOR 1 HUNTER "ET-SYSTEM" EVAPOTRANSPIRATION SENSOR AND WEATHER CONTROL SYSTEM 1 LATERAL LINE SIZE PER PLAN SEE PLAN 1-1/2" MAINLINE CLASS 200 P.V.C. SIZE PER PLAN SEE PLAN SLEEVING - SCH. 40 P.V.C. MIN. DEPTH OF 24'' (ALL 6" SLEEVES TO HAVE ACCOMPANYING 2" SLEEVE FOR WIRES) SEE PLAN IRRIGATION TO CONNECT TO RE-USE. ALL PIPING AND COMPONENTS TO USE PURPLE NO DATE REMARKS REVISIONS Drip Zone Breakdown: Drip Zone #3: Length of Drip Tube: +/-600' No. of emitters: 600 Emitter Spacing: 12" Tube Spacing: 12" Emitters: 600' XFD-06-12 Use Valve: XCZ-075-PRF 7-ELEVEN STORE # 5544 RONALD REAGAN PARKWAY DAVENPORT, FL 33896 PROJECT NO: 2016.0305 DATE: IRRIGATION DETAILS L4 CHECKED: DRAWN: INTERPLAN LLC RESERVES COPYRIGHT & OTHER RIGHTS RESTRICTING THESE DOCUMENTS TO THE ORIGINAL SITE OR PURPOSE FOR WHICH THEY WERE PREPARED. REPRODUCTIONS, CHANGES OR ASSIGNMENTS ARE PROHIBITED. 3) DISCONNECT COPYRIGHT c 2016 10) 6'' GRAVEL [email protected] 2) CONTROLLER LC# 26000550 © Caddscapes, Inc. 2017 STEEL ANGLE 0.50 GPM BUBBLER (2 PER TREE) Florida Landscape Architecture Firm 3162 Parma Drive Landscape Architect: Deltona, FL 32738 Jason Bridgewater, RLA Office: 407 310-5567 Florida Water Star AP PVC LATERAL PIPE QUANTITY 9) 4'' CONCRETE PAD 1) STEEL SUPPORT PVC SCH 40 TEE OR ELL DESCRIPTION CADDSCAPES, INC. 12'' PAINT ALL RISERS 'BLACK' STATE OF FL ORIDA 14) THE CONTRACTOR SHALL EXERCISE CARE SO AS NOT TO DAMAGE ANY EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE IMMEDIATE REPAIRS AND COST OF ANY DAMAGE CAUSED BY HIS WORK. WALL OR STRUCTURE 308 LA 6667 TE C T 11) ANY PIPING SHOWN OUTSIDE THE PROPERTY LINE OR RUNNING OUTSIDE A LANDSCAPE AREA IS SHOWN THERE FOR CLARITY ONLY. ALL LINES SHALL BE INSTALLED ON THE PROPERTY AND INSIDE THE LANDSCAPE AREAS. ID EW BR ER AT 10) ALL VALVES, GATE VALVES AND QUICK COUPLERS SHALL BE INSTALLED IN VALVE BOXES. I CH STREET ELL DATE: 05/08/2017 SEAL: NDSCA PE A LA R G 9) THE CONTRACTOR SHALL PREPARE AN AS-BUILT DRAWING ON A REPRODUCIBLE PAPER (SEPIA OR MYLAR) SHOWING ALL INSTALLED IRRIGATION. A MYLAR OR SEPIA OF THE ORIGINAL PLAN MAY BE OBTAINED FROM THE LANDSCAPE ARCHITECT FOR A FEE. THE DRAWING SHALL LOCATE ALL MAINLINE AND VALVES BY SHOWING EXACT MEASUREMENTS FROM HARD SURFACES. JA ON PVC SCH 40 TEE OR ELL 8) ALL CONTROL WIRE SPLICES SHALL BE MADE IN VALVE BOXES USING SNAP-TITE CONNECTORS AND SEALANT. IS R E G TE RE D S FLEX PIPE, 12-INCH LENGTH: USE 1/2'' ON SPRAY HEADS