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Home My WebLink AboutS-1509-B Map 4EX. TREELINE 40"E 9i �U 50' S0 PROP. DRAINAGE ESMT 50. 50' ' 4T 48' 25' BLDG. LINE DRAINAGE ESMT. L4 o \ \ I PROP. CULVERT $ ,� _ - - - - - - DRAINAGE AREA = 58.94 AC PRELIMINARY PLAT FOR VALLEY SPRINGS COTTAGES A TRACT LOCATED IN SECTION 1, TOWNSHIP 1 SOUTH, RANGE 13 WEST LITTLE ROCK, PULASKI COUNTY, ARKANSAS OWNER: N & G CONSTRUCTION INC. P.O. BOX 1778 CONWAY, AR 72033 DEVELOPER - 16 15 - - - - - - - = - _ - - DHTC DEVELOPMENT, LLC \ \ - _ _ ... .. ........25 B DG LINE `J90/ �� a aa'- S so'- 5 So' 5 20', 50,_ 5 - - - _ - 1900 E. LARK LANE Aso--- _ _ _ _ NPGP- I \ L \ 50' S' UTILITY ESMT.-5 - - - NIXA, MO 65714 �PROP 0��-__-_�\ \ 50' 0" 51' - ---- I � s LEGEND: '-MAN DRIVE 15' UTILITY ESMT/50R/W 80 5EXISTING MINOR CONTOUR - - _VMT � l ` 60, PROP. 16' DRAINAGE ESMT. - - - - - \._ - - - - - _ 5G' 49' -820- - - IXISTING MAJOR CONTOUR i 25' BL INE - - - - _ _ 4 9 \ CURB 4 4 9' - - - �/71 1 S EXISTING SANITARY SEWER e �/ TARyS I \ Fy\Sj\NGmo . \NPGE F-SMS 4f o \ o S PROPOSED SANITARY SEWER O r �. .40 39 0 �F �p 37 36 O MANHOLE/CLEANOUT 112' ) \ 9^c F9° �25� LI E W PROPOSED WATERLINE s 12" SANITARY SEWE�� `P E ti ENZ _ 50 - \ \ ` / - -0 PROPOSED LIGHT POLE SHpV� MPNPg00K 2011, PHASE I o _ / //\\//\\//\\//\\//\\//\//o. ...... SCALE: 1 "=50' MPR RDED 1N l21 I.......... I %\/%/\\\/ \ 54' PROPOSED FIRE HYDRANT REGO PPGV 041 4 PHASE 110' I 69) m / / / ORMIyq' /// / MP2 i I i/\\ .......\......._,.. =E] EXISTING STORM SEWER 0 25 50 100 `10NE0. i L.. pNA F I j N AOAAA 2 pE/\\/\\11 / PROPOSED STORM SEWER \B/// / \ �76� .....,.. O BUILDING LINE 6P. T:PhASEi EASEMENT4450' s s 50_50s73 4. LOT NUMBERNOTES: DESIGN CONFORMANCE NOTES: 100' 25' BLDG. LINE 66 276 1. SOURCE OF TITLE: DEED BOOK 03, PAGE 047684 i. STILLMAN DRIVE HALL BE DESIGNED IN CONFORMANCE WITH THE MASTER v N I \ \ (:C4 \ ' x PROPOSED PAVEMENT 2. INTERNAL STREETS: 2,798 LINEAR FEET STREET PLAN, LE A LOCAL STREET CROSS SECTION WITH 50' RIGHT OF WAY. \ 1 6A 3. AVERAGE LOT SIZE: 0.19 ACRES 2. IMPROVEMENT OF GEYER SPRINGS ROAD, ADJACENT TO THIS DEVELOPMENT, d6 �� 25' \ V\ \ \ \ \ 13 i1C'11 67 " 66 g5 (nP`)F N G3 62 I _ /\///\///\/// PROPOSED DETENTION/BIORETENTION 4. MINIMUM LOT SIZE: 0.12 ACRES SHALL BE COORDINATED WITH AND APPROVED BY THE CITY OF LITTLE ROCK ^ \ 2S• 9 V \ 6t S 5. NUMBER OF LOTS: 70 + 4 COMMON LOTS/TRACT LAND PUBLIC WORKS CEPARTMENT' z \ 4b \ \ \ \S' \ LDG LINE \ I \ / e w� EXISTING BEELINE 6. PROPOSED OPEN SPACE: 13.18 ACRES 3. ANALYSIS HAS BE, PERFORMED TO DETERMINE ADEQUACY OF DRAINAGE 6 \ \ \ �TiLiTy E - - - - - - _ \ \ N (CO FACILITIES, FINISHED FLOOR ELEVATIONS, AND EFFECTIVENESS OF DETENTION \ MT. - - - - - 7. PROPOSED SOURCE OF WATER SUPPLY: CENTRAL ARKANSAS WATER � �� \ 52 B. PROPOSED MEANS OF WASTEWATER DISPOSAL: DTTLE ROCK WASTEWATER UTILITY FACILITIES. REFER TO THE SKETCH GRADING AND DRAINAGE PLAN. p 9. DATE OF SURVEY: OCTOBER 18, 2017 4. MAINTENANCE OF THE STORMWATER FACILITIES SHALL BE THE RESPONSIBILITY 47 , _ STILLMAN DRIVE 10. THIS PROPERTY IS WITHIN THE CITY LIMITS OF LITTLE ROCK, ARKANSAS. OF THE OWNER AND/OR PROPERTY OWNERS ASSOCIATION. EX. TREELINE \ - - _ PROP. 5' SIDEWALI 6' \ 11. THIS PROPERTY IS ZONED R-2 & MF24. 5. ALL APPLICABLE PERMITS WILL BE OBTAINED PRIOR TO CONSTRUCTION. \ \ q4. \ (50' R/W 26 PVMT.) \ CJ9 12. A PORTION OF THIS PROPERTY IS IN THE 100 YEAR FLOODPLAIN, AS SHOWN ON FLOOD INSURANCE MAP, PANEL NUMBER 6. STREETUGHTS AR: REQUIRED BY SECTION 31-403 OF THE CODE OF THE \ \� ............ 05119CO461G EFFECTIVE DATE 07-06-2015. CITY OF LITTLE ROCK. O 43_ - - - - s - - - s -50' s -50'50 \ \ \ 13. LOT NUMBERS SHOWN ARE FOR INVENTORY PURPOSES ONLY. 7• THE 50 FOOT CREEK BUFFER SHALL BE MAINTAINED BY THE OWNER AND/OR 14. THE STORM WATER DRAINAGE SYSTEM SHALL BE DESIGNED TO HAVE THE CAPACITY TO ACCOMMODATE STORM EVENTS AS E - - 15 PROPERLY OWNERS ASSOCIATION. \ ��jY !�� REQUIRED BY CHAPTER 29 STORMWATER MANAGEMENT AND DRAINAGE AND THE STORMWATER MANAGEMENT AND DRAINAGE 58 Q � 8. NO YARD OBSTRUCTIONS (FENCES, ETC.) SHALL BE ALLOWED WITHIN THE 50 MANUAL. FOOT CREEK BUFFER. 15. LOTS Cl-C4 ARE COMMON LOTS/TRACT LAND AND ARE TO BE DEDICATED TO THE PROPERTY OWNERS ASSOCIATION (PDA) 9, 100 YEAR OVERFLOW SWALES AND DRAINAGE INFRASTRUCTURE APPROVED BY AND ARE TO BE USED FOR GREENSPACE, DRAINAGE EASEMENTS/SWALES, AMENITIES AND/OR STORMWATER MANAGEMENT THE CITY OF LITTLE ROCK PUBLIC WORKS DEPARTMENT SHALL BE PLACED IN PROP. DRAINAGE ESMT. PURPOSES. THE POA SHALL BE RESPONSIBLE FOR ALL MAINTENANCE OF FACILITIES IN COMMON LOTS/TRACT LAND. PUBLIC DRAINAGE EASEMENTS AND ON COMMON LOTS/TRACT LAND. ALL 25' BLDG. LINE 16. IT IS THE INTENTION OF LOT 70 TO BE SET ASIDE FOR A FUTURE LIGHT COMMERCIAL USE. A CONDITIONAL USE PERMIT PUBLIC DRAINAGE EASEMENTS SHALL REMAIN UNOBSTRUCTED AND SHALL BE 74 59' 50' 50 50' Sp ` I I I I SHALL BE SECURED FOR ANY NON R-2 ZONING CONFORMING USE. MAINTAINED BY THE OWNER AND/OR PROPERTY OWNERS ASSOCIATION. 146' OA 17. PROPOSED PEDESTRIAN CROSSING TABLE. FINAL PLACEMENT AND DESIGN SHALL BE APPROVED BY LITTLE ROCK TRAFFIC 10. ALL NEW SANITARY SEWER MAIN EXTENSIONS SHALL BE PLACED IN ��707' PROP. DRAINA ESMT. 0 0 N N ENGINEERING DIVISION, EASEMENTS, 18. OWNER/POA MAY CONSTRUCT A FOOTPATH TRAIL NETWORK THROUGHOUT THE DEVELOPMENT. THE PDA SHALL BE i1. ATTIMEEX. TREELINE OF REQUEST FOR WATER SERVICE, ALL APPLICABLE CENTRAL F N I RESPONSIBLE FOR ALL MAINTENANCE OF FOOTPATH TRAIL NETWORK. ARKANSAS WATER REQUIREMENTS WILL BE MET. wCODF�E� `Z0NE0' R-�1 N I I I R 1-30 ROAD T VALLEY DRIVE TRENTON LANE LIBERTY COVE N MABELVALE CUTOFF ROAD 1�31 I z I z ► I P1E�C VICINITY MAP LEGAL DESCRIPTION: v i i wp00 NOT TO SCALE PART OF THE NORTH HALF (N1/2), NORTH HALF (Ni/2), SOUTHEAST QUARTER (SET/4), SECTION 1, TOWNSHIP ONE (1) SOUTH, RANGE THIRTEEN (13) WEST, PULASKI COUNTY, I N I I ARKANSAS, DESCRIBED AS FOLLOWS: STARTING AT THE NORTHWEST CORNER OF SAID NORTH HALF (Ni/2), NORTH HALF (NI/2), SOUTHEAST QUARTER (SEI/4), (WHICH IS ALSO THE CERTIFICATE OF PRELIMINARY SURVEY ACCURACY: CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY: I I I I I CENTER OF SECTION 1), THENCE SOUTH 87°50'04° EAST A DISTANCE OF 190.10 FEET TO A FOUND #4 REBAR, SAID POINT BEING THE POINT OF BEGINNING, THENCE SOUTH 87'50'04" EAST AND ALONG THE SOUTH LINE OF ALLENDALE MANOR SUBDIVISION A DISTANCE OF 827.48 FEET TO A FOUND #4 REBAR IN CONCRETE MARKING THE SOUTHWEST I, CHRIS CAUTHON, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A I, TIMOTHY D. CROCKETT, HEREBY CERTIFY THAT THIS PLAT CORRECTLY CERTIFICATE OF W CORNER OF ALLENDALE SUBDIVISION, THENCE SOUTH 8FO7'41" EAST ALONG THE SOUTH BOUNDARY OF ALLENDALE SUBDIVISION A DISTANCE OF 975.62 FEET TO A FOUND #4 REBAR BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL SURVEYING REPRESENTS A PLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS OF N CONCRETE MARKING THE SOUTHEAST CORNER OF ALLENDALE SUBDIVISION, THENCE SOUTH 8T1T30" EAST A DISTANCE OF 192.07 FEET TO A FOUND #4 REBAR, THENCE SOUTH REQUIREMENTS OF THE STATE OF ARKANSAS AND THE CITY OF LITTLE ROCK THE LITTLE ROCK SUBVSIONES ANDREGULATIONS HAVE BEEN COMPLIED SIGNED: ----------------02'49'48" WEST A DISTANCE OF 188.09 FEET TO A FOUND ONE INCH PIPE, THENCE SOUTH 87'33'49" EAST A DISTANCE OF 228.21 FEET TO A FOUND #4 REBAR, THENCE SOUTH VARIES' SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND FILED WITH. 89'07'49" EAST A DISTANCE OF 260.40 FEET TO A FOUND 4 REBAR MARKING THE 40 FOOT RIGHT-OF-WAY OF GEYER SPRINGS ROAD, THENCE SOUTH 02-35'12" WEST ALONG THE ' FOR RECORD AS REQUIRED. AND THAT THE PLAT HAS BEEN SURVEYED AND DATE OF EXECUTION: il 08 2017 RIGHT-OF-WAY OF GEYER SPRINGS ROAD A DISTANCE OF 62.60 FEET, THENCE ALONG A CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 38.25 FEET, A RADIUS OF 25.00 FEET, A YARD (TYP.) 14DULY FILED FOR RECORD IN THE OFFICES OF THE STATE SURVEYOR AND THE SIGNED: ___ ' WIDE COUNTY CIRCUIT CLERK AND RECORDER WITHIN THE LAST SEVEN (7) YEARS. DATE OF EXECUTION: 11 08 2017 CHORD DISTANCE OF 34.63 FEET, AND A CHORD BEARING 'OF SOUTH 46-49'34" WEST TO A POINT ON THE NORTH RIGHT-OF-WAY OF VALLEY DRIVE, THENCE SOUTH 89-17'32" EAST DRIVEWAY (TYP.) NAME PROFESSIONAL ENGINEER: TIMOTHY D. CROCKETT AND ALONG THE NORTH RIGHT-OF-WAY OF VALLEY DRIVE A DISTANCE OF 10.00 FEET, THENCE ALONG A CURVE TO THE LEFT HAVING AN ARC LENGTH OF 15.25 FEET, A RADIUS OF SIGNED: _ NO, 15089, ARKANSAS 25.00 FEET, A CHORD DISTANCE OF 15.01 FEET, AND A CHORD BEARING OF NORTH 73'i1'14" EAST, THENCE SOUTH Z35'12" WEST AND ALONG THE 40 FOOT RIGHT-OF-WAY OF n 8' MAX. SIDE DATE OF EXECUTION: ___ __________ GEYER SPRINGS ROAD A DISTANCE OF 70.06 FEET, THENCE ALONG A CURVE TO THE LEFT HAVING AN ARC LENGTH OF 16.90 FEET, A RADIUS OF 25.00 FEET, A CHORD DISTANCE OF ¢ YARD (TYP.) NAME PROFESSIONAL SURVEYOR: CHRIS CAUTHON CERTIFICATE OF PRELIMINARY PLAT APPROVAL: 16.58 FEET, AND A CHORD BEARING OF NORTH 69'52'43" WEST TO THE SOUTH RIGHT-OF-WAY OF VALLEY DRIVE, THENCE NORTH 89'17'50" WEST AND ALONG THE SOUTH / NO- ------ _------ ARKANSAS RIGHT-OF-WAY OF VALLEY DRIVE A DISTANCE OF 10.00 FEET, THENCE ALONG A CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 40.05 FEET, A RADIUS OF 25.00 FEET, A 43' w ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS CHORD DISTANCE OF 35.90 FEET, AND A CHORD BEARING OF SOUTH 43'21'20" EAST TO THE 40 FOOT RIGHT-OF-WAY OF GEYER SPRINGS ROAD, THENCE SOUTH 02.35'12 WEST AND ZERO -LOT -LINE RELATIVE TO THE PREPARATION AND SUBMITTAL TO A PRELIMINARY PLAT HAVE ALONG THE 40 FOOT RIGHT-OF-WAY OF GEYER SPRINGS ROAD A DISTANCE OF 181.49 FEET TO A SET #4 REBAR AND ORANGE PLASTIC CAP MARKED "ARK PLS 1531°, THENCE YARD Id 7E�y FURTHER PROVISIONS OF SAID RULES AND REGULATIONS. THIS CERTIFICATE BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO NORTH 8T53'28" WEST AND ALONG THE NORTH LINE OF LOT 1 MUNFORD ADDITION A DISTANCE OF 139.91 FEET TO A FOUND #4 REBAR AND ORANGE CAP MARKED °RLS 1203", 25' REAR fr A F THENCE SOUTH 02'25'S4" WEST ALONG THE WEST LINE OF LOT 1 MUNFORD ADDITION A DISTANCE OF 124.93 FEET TO A FOUND #4 REBAR AND ORANGE. CAP MARKED "RLS 1203°, YARD (TYP.) ; ! A R A N A Sa `. s SHALL EXPIRE ON SAID POINT BEING ON THE SOUTH LINE OF SAID NORTH HALF (N1/2), NORTH HALF (111/2), SOUTHEAST QUARTER (SEi/4), THENCE NORTH 87'56'i6" WEST ALONG THE SOUTH LINE VARIES' ►T R► * vL '♦ OF SAID NORTH HALF (Ni/2), NORTH HALF (NE.-_ i/2), SOUTHEAST QUARTER (SEl/4), A DISTANCE OF 1785.98 FEET TO A FOUND #4 REBAR, THENCE NORTH 02'07'13" EAST A VEER * DATE __ __ N -- DISTANCE OF 449.81 FEET TO A FOUND #4 REBAR, THENCE NORTH 6TO8'37" WEST A DISTANCE OF 419.01 FEET TO A FOUND #4 REBAR, SAID POINT BEING A POINT OF TANGENCY k SIt OF A CURVE TO THE LEFT HAVING AN ARC LENGTH OF 176.64 FEET, A RADIUS OF 409.89 FEET, A CHORD DISTANCE OF 175.27 FEET, AND A CHORD BEARING OF NORTH 75'29'21" * !% SIGNED: -__________________________________ WEST, THENCE ALONG SAID ARC A DISTANCE OF 176.64 FEET TO THE POINT OF BEGINNING. �.�T No, 5ii89 G�11 GENERALIZED SITE PLAN �.. 0 �d 11 DATE OF EXECUTION: - - - - - - - - - - - - - - - - - - - - - - SCALE: SAID PARCEL CONTAINING 28.0 ACRES. AV10 ►� 1 " = 50' 11 /08/2017 "�'�''� 11 /08/2017 NAME, L.R. PLANNING COMMISSION: ____________________________ THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS BASED ON ARKANSAS STATE PLANE, NORTH ZONE, GRID BEARINGS (ZONE 0301), CHRIS CAUTHON, PLS - AR LICENSE __ TIMOTHY D. CROCKETT, PE - AR LICENSE 15089 SHEET 2 OF 2 11/08/2017 REVISED 10/13/2017 ORIGINAL SITE/CIVIL ENGINEER: G� In 0Ir 11� and iJ b J\�) LED 0 0 ENGINEERING CONSULTANTS 1000 W. Nifong Blvd., Bldg.I ColumDla, Mlssourl 65205 (573)447-0292 www.crockettengineering.com Crockett Engineering Consultants, LLC Arkansas Certiflaate of Authority •2594