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Home My WebLink AboutS-1509-B Map 1PRELIMINARY 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 DHTC DEVELOPMENT, LLC 1900 E. LARK LANE NIXA, MO 65714 LEGEND: ..............B05...... EXISTING MINOR CONTOUR - - -820- - - EXISTING MAJOR CONTOUR .UNE' - --� _., 4y 49 \PROP. 16 ' o QG y .\ I — CURB \�\-S- - - EXISTING SANITARY SEWER \-�-�-\.•\•..� �\ ,,.,,.,DRAINAGE E�-S _O- O..- -S PROPOSED SANITARY AE SEWER 3MANHOLE/CLEANOUTt 112' 25' BLDG Ll — W PROPOSED WATERLINE S EX�12 SANITAf SEER ., ` L50, — — -'— — — — - -- '( \Np• I 5O - \�•\\\`\/ - -, - - of PROPOSED LIGHT POLE P" MpNpGEOK 2p11, I 3' w / / /�j /j`\�` - 50'- S — S — — Bp I o /j\\/%\\\/\\% /\\j\ \ I II I ' . - - _ SCALE: 1 "=50' MPRSN ED \N 1 y I \/\��/ \� // / / I I I 54' - - iP PROPOSED FIRE HYDRANT CARD OA112 O \/\//\/\/ /�\/\/\ \ /\\/\\/\\ — _ -g5' RE pPGE OF pk) \I 110' I I I 64 m R . \\/�/\\\/\\�DFrfN A ��\\ \\/ \ I I . ED. / \/ y\/ I / / I w �7 EXISTING STORM SEWER 0 25 50 100 IZON L, I I ...I. \\✓\\\/\\\/y\\\�y\\�y\y\�Aq \\\/\�`..2 L. I r5 o \ NOTES: DESIGN CONFORMANCE NOTES: 1. SOURCE OF TITLE: DEED BOOK 03, PAGE 047684 1. STILLMAN DRIVE SHALL BE DESIGNED IN CONFORMANCE WITH THE MASTER 2. INTERNAL STREETS: 2,798 LINEAR FEET STREET PLAN, LE. A LOCAL STREET CROSS SECTION WITH 50' RIGHT -OF WAY, 3. AVERAGE LOT SIZE: 0.19 ACRES 2. IMPROVEMENT OF GEYER SPRINGS ROAD, ADJACENT TO THIS DEVELOPMENT, 4. MINIMUM LOT SIZE: 0.12 ACRES SHALL BE COORDINATED WITH AND APPROVED BY THE CITY OF LITTLE ROCK 5. NUMBER OF LOTS: 70 + 6 COMMON LOTS/TRACT LAND PUBLIC WORKS CEPARTMENT. 6, PROPOSED OPEN SPACE: 13,18 ACRES 3. ANALYSIS HAS BEEN PERFORMED TO DETERMINE ADEQUACY OF DRAINAGE 7. PROPOSED SOURCE OF WATER SUPPLY: CENTRAL ARKANSAS WATER FACILITIES, FINISHED FLOOR ELEVATIONS, AND EFFECTIVENESS OF DETENTION 8. PROPOSED MEANS OF WASTEWATER DISPOSAL: LITTLE ROCK WASTEWATER UTILITY FACILITIES. REFER TO THE SKETCH GRADING AND DRAINAGE PLAN. 9. DATE OF SURVEY: OCTOBER 18, 2017 4. MAINTENANCE OF THE STORMWATER FACILITIES SHALL BE THE RESPONSIBILITY 10. THIS PROPERTY IS WITHIN THE CITY LIMITS OF LITTLE ROCK, ARKANSAS. OF THE OWNER AND/OR PROPERTY OWNERS ASSOCIATION. 11, THIS PROPERTY IS ZONED R-2 & MF24. 5. ALL APPLICABLE PERMITS WILL BE OBTAINED PRIOR TO CONSTRUCTION. 12, A PORTION OF THIS PROPERTY IS IN THE 100 YEAR FLOODPLAIN, AS SHOWN ON FLOOD INSURANCE MAP, PANEL NUMBER 6. STREETLIGHTS ARE REQUIRED BY SECTION 31-403 OF THE CODE OF THE 05119CO46IG EFFECTIVE DATE 07-06-2015. CITY OF LITTLE ROCK. 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 PROPERTY OWNERS ASSOCIATION. REQUIRED BY CHAPTER 29, STORMWATER MANAGEMENT AND DRAINAGE AND THE STORMWATER MANAGEMENT AND DRAINAGE 8 NO YARD OBSTRUCTIONS (FENCES, ETC.) SHALL BE ALLOWED WITHIN THE 50 MANUAL. FOOT CREEK BUFFER. 15. LOTS Cl-C6 ARE COMMON LOTS/TRACT LAND AND ARE TO BE DEDICATED TO THE PROPERTY OWNERS ASSOCIATION (PDA) g 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 PURPOSES. THE PDA SHALL BE RESPONSIBLE FOR ALL MAINTENANCE OF FACILITIES IN COMMON LOTS/TRACT LAND. PUBLIC DRAINAGE EASEMENTS AND ON COMMON LOTS/TRACT LAND. ALL 16. IT IS THE INTENT OF LOT 70 TO BE RE -PRELIMINARY PLATTED INTO SEVEN R-2 LOTS AT A LATER DATE. PUBLIC DRAINAGE EASEMENTS SHALL REMAIN UNOBSTRUCTED AND SHALL BE O 17. PROPOSED PEDESTRIAN CROSSING TABLE. FINAL PLACEMENT AND DESIGN SHALL BE APPROVED BY LITTLE ROCK TRAFFIC MAINTAINED BY THE OWNER AND/OR PROPERTY OWNERS ASSOCIATION. ENGINEERING DIVISION. 10. ALL NEW SANITARY SEWER MAIN EXTENSIONS SHALL BE PLACED IN 18. OWNER/POA MAY CONSTRUCT A FOOTPATH TRAIL NETWORK THROUGHOUT THE DEVELOPMENT. THE POA SHALL BE EASEMENTS. RESPONSIBLE FOR ALL MAINTENANCE OF FOOTPATH TRAIL NETWORK. 11. AT TIME OF REQUEST FOR WATER SERVICE, ALL APPLICABLE CENTRAL ARKANSAS WATER REQUIREMENTS WILL BE MET. LEGAL DESCRIPTION: PART OF THE NORTH HALF (111/2), NORTH HALF (111/2), SOUTHEAST QUARTER (SE1/4), SECTION 1, TOWNSHIP ONE (1) SOUTH, RANGE THIRTEEN (13) WEST, PULASKI COUNTY, ARKANSAS, DESCRIBED AS FOLLOWS: STARTING AT THE NORTHWEST CORNER OF SAID NORTH HALF (111/2), NORTH HALF (111/2), SOUTHEAST QUARTER (SE1/4), (WHICH IS ALSO THE 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 CORNER OF ALLENDALE SUBDIVISION, THENCE SOUTH 88'07'41" EAST ALONG THE SOUTH BOUNDARY OF ALLENDALE SUBDIVISION A DISTANCE OF 975,62 FEET TO A FOUND #4 REBAR IN CONCRETE MARKING THE SOUTHEAST CORNER OF ALLENDALE SUBDIVISION, THENCE SOUTH 87'17'30" EAST A DISTANCE OF 192.07 FEET TO A FOUND #4 REBAR, THENCE SOUTH 02'49'48" WEST A DISTANCE OF 188.09 FEET TO A FOUND ONE INCH PIPE, THENCE SOUTH 8733'49" EAST A DISTANCE OF 228.21 FEET TO A FOUND #4 REBAR, THENCE SOUTH 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 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 CHORD DISTANCE OF 34.63 FEET, AND A CHORD BEARING 'OF SOUTH 4649'34" WEST TO A POINT ON THE NORTH RIGHT-OF-WAY OF VALLEY DRIVE, THENCE SOUTH 89'17'32" EAST 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 25.00 FEET, A CHORD DISTANCE OF 15.01 FEET, AND A CHORD BEARING OF NORTH 73'11'14" EAST, THENCE SOUTH 2'35'12" WEST AND ALONG THE 40 FOOT RIGHT-OF-WAY OF 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 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 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 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 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 NORTH 87'53'28" 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", THENCE SOUTH 02'25'54" 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', SAID POINT BEING ON THE SOUTH LINE OF SAID NORTH HALF (N1/2), NORTH HALF (111/2), SOUTHEAST QUARTER (SE1/4), THENCE NORTH 87'56'16" WEST ALONG THE SOUTH LINE OF SAID NORTH HALF (141/2), NORTH HALF (111/2), SOUTHEAST QUARTER (SEI/4), A DISTANCE OF 1785.98 FEET TO A FOUND #4 REBAR, THENCE NORTH 02'07'13" EAST A DISTANCE OF 449.81 FEET TO A FOUND #4 REBAR, THENCE NORTH 6Y08'37" WEST A DISTANCE OF 419,01 FEET TO A FOUND #4 REBAR, SAID POINT BEING A POINT OF TANGENCY 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" WEST, THENCE ALONG SAID ARC A DISTANCE OF 176.64 FEET TO THE POINT OF BEGINNING. SAID PARCEL CONTAINING 28.0 ACRES. THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS BASED ON ARKANSAS STATE PLANE, NORTH ZONE, GRID BEARINGS (ZONE 0301), PROPOSED STORM SEWER DRAINAGE N .. pJ \\/ \\%\\%% BUILDING LINE (65)... 44 ........ 50' 50, N \ �A$ - - - - - - EASEMENT I 100' I-- S — S— S LOT NUMBER O \ O PROPOSED PAVEMENT 66 69 U,1, 125' \ \ \(i1. 3 AC. O 67 68 PROPOSED DETENT ON BIORETENTION o I \ - - - 2>:- \6[OG. - v- EXISTING TREELINE Z cn \ 5q \�. _ \-- - - - � \ LINE `l`b \ \?�Q 9 I I \`. \`..... �. _ r — ] Oki EX. TREELINE TILLMAN DRIVE — PROP, 5' _SIDEW NF \ t50277 R, W O 70 ..43 \ 47'— s 50' s —50' s 50' 50' 278.............. ---- — — — — 57 58 _ 59 O O _ O��I PROP. DRAINAGE ESMT. -`2 ? 25' BLDG. LINE 6 59' S050'., 50' 50' :. ........ 1.✓ i h. 140' I 1' �f PROP. DRAINAGE gSMT. < -I--- t--- ----EXTREELINEI I T rS SUDMSN O . 77. I I I WOppF\EL �Z�NED -2� I I ,� — 7 j�`f1I G 1-30 ROAD VALLEY DRIVE rr TRENTON LANE LIBERTY COVE N w c� MABELVALE CUTOFF ROADI I I 3 10 3 LV_:; o`I I I p F\ VICINITY MAP I I: I WO NOT TO SCALE I 12 I ki I 14 I I I III �� I O O I O 15 I 16 I 17 I I I--------- I `1 ll� I I ii�frvii< If CERTIFICATE OF PRELIMINARY SURVEY ACCURACY: CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY: - II I I, CHRIS CAUTHON, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A I, TIMOTHY D. CROCKETT, HEREBY CERTIFY THAT THIS PLAT CORRECTLY CERTIFICATE OF WN BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL SURVEYING REPRESENTS A PLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS OF REQUIREMENTS OF THE STATE OF ARKANSAS AND THE CITY OF LITTLE ROCK THE LITTLE ROCK.SUBDI SIGN LES AND REGULATIONS HAVE BEEN COMPLIED SIGNED: VARIES' SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND FILED WITH. 25' FRONT FOR RECORD AS REQUIRED, AND THAT THE PLAT HAS BEEN SURVEYED AND DATE OF EXECUTION: 05/30/2018 YARD (TYP.) ---0 DULY FILED FOR RECORD IN THE OFFICES OF THE STATE SURVEYOR AND THE SIGNED: --- ---------- —------ ------- 14' WIDE COUNTY CIRCUIT CLERK AND RECORDER WITHIN THE LAST SEVEN (7) YEARS. DATE OF EXECUTION: 05/30/2018 DRIVEWAY (TYP.) NAME PROFESSIONAL ENGINEER: TIMOTHY D. CROCKETT SIGNED: _________ ___— __ NO. 15089, ARKANSAS W 8' MAX. SIDE DATE OF EXECUTION: -------- ___ YARD (TYP.) NAME PROFESSIONAL SURVEYOR: CHRIS CAUTHON CERTIFICATE OF PRELIMINARY PLAT APPROVAL: NO. , ARKANSAS ZERO -LOT -LINE 43' YARD 25' REAR YARD (TYP.) VARIES' w GENERALIZED SITE PLAN SCALE: 1" = 50' CHRIS CAUTHON, PLS - AR LICENSE fir "�ZP,YIE op% AR 11 ATE AS JNEER # ylr 0, 05/30/2018 TIMOTHY D. CROCKETT, PE - AR LICENSE 15089 ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO A PRELIMINARY PLAT HAVE BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO FURTHER PROVISIONS OF SAID RULES AND REGULATIONS. THIS CERTIFICATE SHALL EXPIRE ON DATE SIGNED: DATE OF EXECUTION NAME, L.R. PLANNING COMMISSION: SHEET 2 OF 2 05/30/2018 REVISED 11/08/2017 REVISED 10/13/2017 ORIGINAL SITEXIVIL ENGINEER: 1011% 6pb no EF CP CmD 0bLm�s 0 0 ENGINEERING CONSULTANTS 1000 W. Nifong Blvd., Bldg.1 Columbia, Missouri- 65203 (573)447-0292 www.cracketfen91neerIng.cam Crockett Engineering Consultants, LLC Arkansas Certificate of Authority e2394