GarNat Engineering, LLC
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1 GNE Designing our client s success GarNat Engineering, LLC P.O. Box 116 (72018) 406 West South Street, Suite B Benton, Arkansas PH: (501) FX: (888) garnatengineering@gmail.com September 20, 2017 Mr. Truett Smith Bryant Planning Coordinator/Planning Commission Secretary 210 SW 3 rd Street Bryant, AR Re: Conditional Use Permit Springhill Fire Station Dear Mr. Smith: Please allow this letter and the following list of enclosures to serve as my application for approval of the referenced conditional use permit. It is my desire that this matter be included on the agenda for your October 2017 City of Bryant Planning Commission meeting. List of Enclosures 8 copies of the site construction plans Conditional Use Permit Application 1 copy of boundary survey. Legal description in a word format. If you have questions or need any additional information, please do not hesitate to contact me. Sincerely, GarNat Engineering, LLC Vernon J. Williams, P.E., President
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9 VICINITY MAP: PROJECT LOCATION X 478 FOUND 5/8" REBAR BRYANT SCHOOL DISTRICT 25 TAX ID# S89 45'00"W '(R) S88 19'52"E '(M) X X X X X X X X X FOUND 5/8" REBAR PRIVATE DRIVE TO SPRINGHILL ELEMENTARY SCHOOL N00 00'00"W '(R) N1 31'06"E '(M) 13.1' 10.9' 9.8' 94.1' ' 107.0' 55.9' EXISTING DWELLING 484 GROUNDWATER WELL E E E E E E E E E E E E E E E E E E E X X X X X X X X X X X X 17.4' 45.6' 10.3' 77.8' SOUND IN ASPHALT (CALLED CPS) 16.7' 28.7' ROW ROW ROW ROW X X X X NORTHLAKE ROAD (70' R/W) ' 5.00 ACRES 217,921 SQ FT X 26.8' 37.3' GRAVEL DRIVEWAY N88 16'31"W '(M) N89 45'00"E '(R) X X E E E X X X P.O.B. SOUND IN ASPHALT (CALLED CPS) X X X X X X X X X X X X S1 30'44"W '(M) S00 00'00"W '(R) DAVID TODD PARNELL KEITH ALLEN PARNELL TAX ID# PB GENERAL HOLDINGS (BRYANT SPRINGHILL) LLC TAX ID# E E E E E S89 45'00"W '(R) N87 47'34"W '(M) P.O.C. SOUND IN ASPHALT (CALLED AGC MONUMENT) SE RNER SE 1/4 NE 1/4 SECTION 8 T-1-S, R-14-W AS-SURVEYED DESCRIPTIONS: PART OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP 1 SOUTH, RANGE 14 WEST, MORE FULLY DESCRIBED AS FOLLOWS: MMENCING AT THE SOUTHEAST RNER OF SAID SE 1 4 NE 1 4; THENCE N87 47'34"W, ALONG SOUTH LINE THEREOF, A DISTANCE OF FEET TO THE POINT OF BEGINNING OF LAND HEREIN DESCRIBED; THENCE N88 16'31"W, ALONG SOUTH LINE THEREOF, A DISTANCE OF FEET TO A POINT; THENCE LEAVING SAID SOUTH LINE, N01 31'06"E, A DISTANCE OF FEET TO A POINT; THENCE S88 19'52"E, A DISTANCE OF FEET TO A POINT; THENCE S01 30'44"W, A DISTANCE OF FEET TO THE POINT OF BEGINNING. SAID TRACT NTAINING ACRES, MORE OR LESS. OF WHICH, ACRES, MORE OR LESS, IS EXCLUDED FROM THE RIGHT-OF-WAY OF NORTHLAKE ROAD. GENERAL SURVEYOR'S NOTES: THIS PLAT REPRESENTS A BOUNDARY SURVEY OF A PARCEL DESCRIBED IN SALINE UNTY DEED BOOK 2011, PAGE (DEED OF RERD) NOTE: THIS SURVEY IS BASED ON LEGAL DESCRIPTIONS AND TITLE WORK FURNISHED BY OTHERS. NO INVESTIGATION OR INDEPENDENT SEARCH HAS BEEN MADE FOR EASEMENTS OF RERD, ENCUMBRANCES, RESTRICTIVE VENANTS, OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS WHICH AN ACCURATE AND CURRENT TITLE SEARCH MAY DISCLOSE. ANY LISTED EASEMENTS OR RIGHTS-OF-WAY WERE DETERMINED FROM LISTED REFERENCE DOCUMENTS AND HAVE NOT BEEN CHECKED FOR ACCURACY OR RRECTNESS. ADJACENT OWNERSHIP IS LISTED AS FILED IN THE SALINE UNTY TAX ASSESSOR'S OFFICE AND IS SHOWN FOR REFERENCE ONLY. ONLY LISTED REFERENCE DOCUMENTS HEREON WERE USED AND NSIDERED AS A PART OF THIS SURVEY. OTHER DOCUMENTS, IF ANY, ULD FURTHER AFFECT THIS TRACT. NO PORTION OF THE PROPERTY DESCRIBED HEREON IS NTAINED WITHIN THE 100-YEAR FLOOD PLANE, AS SHOWN ON THEN FLOOD INSURANCE RATE MAP, PANEL #05119C0420G, DATED JULY 06, REFERENCE DOCUMENTS: DEEDS FILED IN SALINE UNTY: BOOK 2011, PAGE BOUNDARY SURVEY BY WILLIAM W. HOPE, PLS #0128, DATED JUNE 16, SALINE UNTY MASTER ROAD PLAN, OCTOBER PER WALK BIKE DRIVE MASTER TRANSPORTATION PLAN NORTH LAKE ROAD IS DESIGNATED AS A LLECTOR STREET BASIS OF BEARINGS: GRID NORTH ARKANSAS ORDINATE SYSTEM, SOUTH ZONE BY G.P.S. OBSERVATIONS LEGEND - Computed point - Found monument - Set 1 2" Rebar (M)- Measured (R) - Plat/Deed - Power Pole X - Fence E - Electric Line ROW - Right of Way By affixing my seal and signature, I Daniel Kyle Pennington, Arkansas PLS No, 1807, hereby certify that this drawing correctly depicts a survey compiled by me or under my direct supervision. FOR USE AND BENEFIT OF: CITY OF BRYANT PART OF THE SE 1/4 NE 1/4 SECTION 8, TOWNSHIP 1 SOUTH, RANGE 14 WEST SALINE UNTY, ARKANSAS 1"= 30'. 117 S. Market Street, Benton, Arkansas PH. (501) FAX (501) S 14W K:\Land Projects 2004\Surveys\2017\ M&B & Topo, 2620 Northlake Road\ M&B-Topo 2620 Northlake RoadR_3.dwg
10 PART OF THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP 1 SOUTH, RANGE 14 WEST, MORE FULLY DESCRIBED AS FOLLOWS: MMENCING AT THE SOUTHEAST RNER OF SAID SE ¼ NE ¼; THENCE N W, ALONG SOUTH LINE THEREOF, A DISTANCE OF FEET TO THE POINT OF BEGINNING OF LAND HEREIN DESCRIBED; THENCE N W, ALONG SOUTH LINE THEREOF, A DISTANCE OF FEET TO A POINT; THENCE LEAVING SAID SOUTH LINE, N E, A DISTANCE OF FEET TO A POINT; THENCE S E, A DISTANCE OF FEET TO A POINT; THENCE S W, A DISTANCE OF FEET TO THE POINT OF BEGINNING. SAID TRACT NTAINING ACRES, MORE OR LESS OF WHICH, ACRES, MORE OR LESS, IS EXCLUDED FROM THE RIGHT-OF-WAY OF NORTHLAKE ROAD.
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14 NSTRUCTION PLANS FOR SPRINGHILL FIRE STATION SALINE UNTY, ARKANSAS DRAWING INDEX: SAMPLES ROAD PRANGE ROAD ZUBER ROAD SPARKS ROAD NORTHLAKE SEVERN LANDING SPRINGDALE ROAD PAMELA WAY SPRINGHILL ROAD HILLDALE ROAD SPRINGHILL FIRE STATION HIGHWAY 5 INTERSTATE 30 Prepared by: GarNat Engineering, LLC P.O. Box 116 (72018) Ph (501) Military Road Fx (888) Benton, AR D1.0 DEMO PLAN C1.0 SITE PLAN C1.1 SITE DETAILS AHTD CG-1 CURBING DETAILS C2.0 UTILITY PLAN C2.1 E-ONE LIFT STATION DETAILS C3.0 DRAINAGE & GRADING PLAN AHTD FES-1 FLARED END SECTION AHTD FES-2 FLARED END SECTION AHTD FPC-9M DETAILS OF DROP INLET (TYPE MO) C4.0 EROSION NTROL PLAN AHTD TEC-1 TEMPORARY EROSION NTROL DEVICES AHTD TEC-4 TEMPORARY EROSION NTROL DEVICES VICINITY MAP - BRYANT, AR I-30 Designing our client's success
15 KEYED DEMO NOTES: 12 IN CHERRY IN CHERRY 8 IN 6CHERRY 1. CLEAR & GRUBB ENTIRE SITE WITHIN CLEARING LIMITS. 2. DEMO ALL EXISTING ABOVE GROUND FEATURES & UTILITY SERVICES WITHIN CLEARING LIMITS THAT ARE NOT SHOWN TO BE RE-UTILIZED FOR THIS PROJECT. 12 IN CHERRY 8 IN HICKORY 11 IN CHERRY 21 IN WILLOW OAK 10 IN PERSIMMON IN PINE 24 IN POST OAK IN HICKORY 12 IN ELM DEMO EXISTING CULVERT. DEMO EXISTING FENCE. 5. DEMO EXISTING DECK. HOME TO REMAIN. 6. DEMO EXISTING OVERHEAD ELECTRIC LINE. ORDINATE WITH ELECTRIC UTILITY AS REQUIRED. 8 IN HICKORY 6 IN ELM L A C O R L E W E N S U G H E K Y + S A R C H I T E C T S IN ASH W S O U TH ST 14 IN ASH 6 22 IN HACKBERRY SHED IN CATALPA BM-06 60D N E IN HACKBERRY INCH IN HACKBERRY HACKBERRY 18 IN HACKBERRY 6 IN CHERRY IN POST OAK 10 IN PINE 10 IN HACKBERRY 36 IN POST OAK 12 IN HACKBERRY 13 IN CHERRY 10 IN CHERRY ELECTRICAL & UTILITY POLE SANITARY SEWER MANHOLE WELL 53 IN RED OAK 8 IN HICKORY CARPORT IN HACKBERRY BM-05 60D N E WATER OR SEWER VALVE AIR RELEASE VALVE LIGHT POLE TELEPHONE PEDESTAL 14 IN POST OAK IN POST OAK 5 BM-07 60D N CLEARING E BENCHMARKS ELECTRIC BOX 16 IN POST OAK 30 IN POST OAK HOUSE 10 IN HACKBERRY 6 IN ELM 24 IN PINE IN CATALPA 62 IN CATALPA 20 IN CHERRY 24 IN POST OAK DECK 20 IN CHERRY WATER METER.64 LIMITS IN RED OAK FOUND MONUMENT 8 IN CHERRY 14 IN RED BUD 12 IN PEAR TREE SMALL SHED RIN G AC HIL C L (AS ESS ELEM PH RO EN AL AD TA T) RY SIGN OAK TREE SWEET GUM TREE PINE TREE HACKBERRY TREE IN WHITE OAK 15 IN POST OAK 14 IN RED BUD BM-11 60D 48 4 N E TEST PIT P-1 15 IN RED OAK IN PINE IN CHERRY 14 IN CHERRY IN PINE IN SWEET GUM 16 IN SWEET GUM 14 IN CHERRY.32 EXISTING WATERLINE 14 IN DOUBLE SWEET GUM TEST PIT P-3 15 IN SWEET GUM IN CHERRY 8 IN CHERRY 10 IN SWEET GUM 16 IN SWEET GUM 14 IN SWEETGUM 30 IN DOUBLE SWEET GUM DOG WIRE FENCE 14 IN SWEET GUM BORE LOCATION B-2 26 IN PINE 8 WOOD FENCE CHAIN LINK FENCE GATE FORCE MAIN SANITARY SEWER LINE 16 IN SWEET GUM BM-02 60D IN ELM N E IN RED OAK 14 IN ASH 18 IN PINE OVERHEAD POWER IN CHERRY SP HICKORY TREE GRAVEL DRIVEWAY WATER WELL FX A NEW FACILITY FOR: SPRING HILL FIRE STATION BRYANT, ARKANSAS FIRE HYDRANT PH Ph (501) Fx (888) garnatengineering@gmail.com DEMO EXISTING GATE. ORDINATE DEMO WITH INSTALLATION OF NEW GATE TO MAINTAIN SITE SECURITY. SITE LEGEND: [ 501 ] [ 501 ] IN POST OAK P.O. Box 116 (72018) 2909 Military Road Benton, AR IN CATALPA.70 EXISTING OVERHEAD ELECTRIC TO REMAIN Designing our client's success 18 IN PERSIMMON GNE GarNat Engineering, LLC BE N T O N, AR IN ELM EQUIPMEN T SHED 3. B C O H 12 IN CHERRY LOCATION B-3 10 INBORE SWEET GUM IN SWEET GUM 10 IN SWEET GUM BM-04 60D N E BM-08 60D N E EXISTING NDITIONS & DEMO PLAN 18 IN PINE 7 20 IN PINE 14 IN SWEET GUM 13 IN POST OAK 10 IN POST OAK 12 IN CHERRY IN SWEET GUM 22 IN RED OAK 7 BM-09 60D N E IN CHERRY 10 IN SWEET GUM 18 IN RED OAK 13 IN SWEET GUM TEST PIT P-4 11 IN SWEET GUM IN PINE 22 IN PINE IN SWEET GUM IN CHERRY 13 IN SWEET GUM BORE LOCATION B-1 BM-10 60D N E IN PINE IN CHERRY BM-03 60D N E IN PINE TEST PIT P-S 26 IN PINE 20 IN PINE 20 IN POST OAK 20 IN POST OAK 8 IN POST OAK 9 IN HICKORY 28 IN RED OAK 17 IN RED OAK 22 IN POST OAK 16 IN PINE 12 IN ELM 10 IN POST OAK 14 IN HACKBERRY 18 IN HICKORY 8 IN POST OAK 10 IN ELM 14 IN HACKBERRY 14 IN ELM 30 IN HACKBERRY 23 IN SWEET GUM IN SWEET GUM 475 NORTH LAKE ROAD (ASPHALT) FL 12 IN CMP =472.30' FL 12 IN CMP =472.68' 3 AUG 2017 D1.0
16 4' TALL CHAIN LINK FENCE (MATCH EXISTING) (ASPHALT) ACCESS ROAD SPRINGHILL ELEMENTARY 28 IN PINE 14 IN SWEETGUM 30 IN DOUBLE SWEET GUM R25.0' END CURB R25.0' 12 IN ELM 10 IN HACKBERRY 42.0' NEW GATE MATCH STYLE OF EXISTING GATE THAT WAS DEMO'D END CURB DLS R5.0' TIE NEW CHAIN LINK FENCE TO EXISTING FENCE R5.0' 20 IN CHERRY PARKING BUMPER (TYP.) 20.0' 20.0' 45.0' 54.0' R5.0' TEST PIT P-1 BORE LOCATION B-1 R5.0' CAR- PORT R25.0' HOUSE NEW BUILDING TEST PIT P-3 FINISH FLOOR ELEV =.50 9,465 SQUARE FEET ADDRESS: 2716 NORTHLAKE RD R50.0' H.C. SIGN TO DESIGNATE SPOT AS VAN ACCESSIBLE 42.0' BORE LOCATION B-2 62 IN CATALPA NEW 5' NCRETE SIDEWALK G GEN SET GENSET 14 IN CATALPA BM-07 60D N E GRAVEL DRIVEWAY 14 IN CHERRY BM-05 60D N E IN CHERRY 12 IN CHERRY 16 IN SWEET GUM 53 IN RED OAK 44 IN POST OAK BM-09 60D N E IN POST OAK IN POST OAK 12 IN HA.64 B L A C K C O R L E Y O W E N S + H U G H E S A R C H I T E C T S W S O U T H S T BE N T O N [ GNE Designing our client's success, AR GarNat Engineering, LLC ] PH [ ] F X A NEW FACILITY FOR: SPRING HILL FIRE STATION BRYANT, ARKANSAS Ph (501) Fx (888) garnatengineering@gmail.com P.O. Box 116 (72018) 2909 Military Road Benton, AR FLAG POLE R5.0' TEST PIT P-4 BORE LOCATION B-3 10 IN SWEET GUM 10 IN SWEET GUM 18 IN RED OAK BM-04 60D N E LEGEND: NEW 5' NCRETE SIDEWALK ELEC 18 IN PINE 20 IN PINE NCRETE PAVING END CURB NEW CURB & GUTTER R25.0' M PRV 42.0' TEST PIT P-S R25.0' END CURB 26 IN PINE 8 IN POST OAK 9 IN HICKORY 28 IN RED OAK 17 IN RED OAK 22 IN POST OAK SITE PLAN NEW CURB & GUTTER NORTH LAKE ROAD (ASPHALT) AUG 2017 C1.0
17 PORT BM-05 60D N E NOTES: (ASPHALT) ACCESS ROAD SPRINGHILL ELEMENTARY 28 IN PINE 14 IN SWEETGUM 30 IN DOUBLE SWEET GUM 12 IN ELM 10 IN HACKBERRY DUPLEX GRINDER LIFT STATION DLS SCH " PVC FORCE MAIN SEWER SERVICE FROM BUILDING. ORDINATE SIZE & LOCATIONS WITH MEP PLANS 20 IN CHERRY HOUSE NEW BUILDING FINISH FLOOR ELEV =.50 9,465 SQUARE FEET ADDRESS: 2716 NORTHLAKE RD BACKFLOW PREVENTORS IN BUILDING. SEE MEP FOR NTINUATION OIL & SAND TRAP SEE MEP PLANS 62 IN CATALPA G IN CATALPA BM-07 60D N E CLEANOUT TO GRADE (TYP.) NEW GAS METER AND SERVICE SEE MEP FOR NTINUATION GENSET TRANSFER SWITCH SEE MEP PLANS MDP SEE MEP PLANS GRAVEL DRIVEWAY PROVIDE UNDER GROUND NDUIT TO BUILDING PER MEP PLANS 8 IN CHERRY 12 IN CHERRY 14 IN CHERRY 10 IN SWEET GUM 16 IN SWEET GUM 10 IN SWEET GUM 18 IN RED OAK 44 IN PO B N 20 E 11 BM-04 60D N E ALL WATER WORK SHALL MPLY WITH SALEM WATER USERS ASSOCIATION. 2. ALL SEWER WORK SHALL MPLY WITH THE BRYANT STANDARD SPECIFICATIONS FOR DESIGN AND NSTRUCTION OF WATER LINES AND SEWER LINES. THE BRYANT STANDARD SPECIFICATIONS FOR DESIGN AND NSTRUCTION OF WATER LINES AND SEWER LINES ARE AVAILABLE FOR DOWNLOAD AT 3. ALL WATER, SEWER & GAS WORK SHALL MPLY WITH ARKANSAS PLUMBING DE. 4. ALL ELECTRICAL WORK TO MPLY WITH FIRST ELECTRIC -OP REQUIREMENTS & NATIONAL ELECTRIC DE. 5. PROVIDE 18" VERTICAL SEPERATION WATER OVER SEWER OR INSTALL WATER THROUGH 20' LONG PVC CASING CENTERED ON FORCE MAIN. B L A C K C O R L E Y O W E N S + H U G H E S A R C H I T E C T S W S O U T H S T BE N T O N [ GNE Designing our client's success, AR GarNat Engineering, LLC ] PH [ ] F X A NEW FACILITY FOR: SPRING HILL FIRE STATION BRYANT, ARKANSAS Ph (501) Fx (888) garnatengineering@gmail.com P.O. Box 116 (72018) 2909 Military Road Benton, AR " E ONE LATERAL KIT FIRE HYDRANT ASSEMBLY 4" 90 BEND 4" FIRE MAIN 2" SCH 80 PVC WATER SERVICE TO BUILDING ORDINATE LOCATIONS WITH MEP PLANS GAS SERVICE TO BUILDING BY GAS UTILITY ELEC TRANSFORMER BY FIRST ELECTRIC OP. PAD FOR TRANSFORMER AS REQUIRED BY UTILITY. 6" EXISTING FORCE MAIN FIRE HYDRANT ASSEMBLY 6"X4" MJ TEE WITH 4" MJ GATE VALVE ON BRANCH 6"X2" TAPPED TEE 40 LF STEEL CASING BORED & JACKED M PRV NOTE 5 2"X3" INCREASER 2" 90 BEND 2" PRESSURE REDUCING VALVE 2" WATER METER NFIRM GAS MAIN LOCATION WITH GAS UTILITY NORTH LAKE ROAD (ASPHALT) 26 IN PINE 9 IN HICKO 28 IN RED 17 IN RED UTILITY PLAN 12"X6" TAPPING SLEEVE & VALVE AUG " 90 BEND C2.0
18 (ASPHALT) ACCESS ROAD SPRINGHILL ELEMENTARY MATCH EXISTING IN SWEETGUM 30 IN DOUBLE SWEET GUM 12 IN ELM 10 IN HACKBERRY IN PINE DLS IN CHERRY CAR- PORT HOUSE NEW BUILDING FINISH FLOOR ELEV =.50 9,465 SQUARE FEET ADDRESS: 2716 NORTHLAKE RD IN CATALPA 483 G GENSET WELL 14 IN CATALPA BM-07 60D N E GRAVEL DRIVEWAY IN CHERRY BM-05 60D N E IN CHERRY 12 IN CHERRY 16 IN SWEET GUM IN RED OAK IN POST OAK IN PO.1 30 IN P BM-09 60D N E B L A C K C O R L E Y O W E N S + H U G H E S A R C H I T E C T S W S O U T H S T BE N T O N [ GNE Designing our client's success, AR GarNat Engineering, LLC ] PH [ ] F X A NEW FACILITY FOR: SPRING HILL FIRE STATION BRYANT, ARKANSAS Ph (501) Fx (888) garnatengineering@gmail.com P.O. Box 116 (72018) 2909 Military Road Benton, AR IN SWEET GUM 10 IN SWEET GUM 18 IN RED OAK BM-04 60D N E ELEC 18 IN PINE 20 IN PINE M PRV IN PINE IN POST OAK 9 IN HICKORY 28 IN RED OAK 17 IN RED OAK 22 IN POST O DRAINAGE & GRADING PLAN AHTD TYPE MO CURB INLET RIM= ' FL= ' MATCH EXISTING 160' L.F. OF 18" 0.5% 475 NORTH LAKE ROAD (ASPHALT) FES FL= ' AUG 2017 C3.0
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