Loading...
HomeMy WebLinkAboutS-1509-B Map 3SHEET 1 OF 2 IFS190:1111 L 6 50' PROP. DRAINAGE ESMT. SO' S0' 4T T25'LDG. LINE PRELIMINARY PLAT FOR VALLEY SPRINGS COTTAGES A TRACT LOCATED IN SECTION 1, TOWNSHIP 1 SOUTH, RANGE 13 WEST LITTLE ROCK, PULASKI COUNTY, ARKANSAS 9 PROP. DRAINAGE ESMT. o 0 19 18 JV 13O 11 01O YARD (TYP.) TRENTON LANEN & G CONSTRUCTION INC. _ �J16 14 12 OO^ VARIES - O (IYP.)8O\L06 IBERTY COVEcc 125' B DG. LINE C 3 ///\ 428 AC?1.5' - ...- - - - - - - - 15' UTILITY MT. - Z�DQ CENf �BoNW Y R 7203i, U11f111' ESML_ --- --- 50'- _ -�- - - - - - - - 49 49 5 49 s 50' S0' \ �o GENERALIZED SITE PLAN MABELVALE CUTOFF ROAD VICINITY MAP DEVELOPER 56'- 53' S 56 0 _ 46' \ / / \ N SCALE: 1" = 50' NOT TO SCALE DHTC DEVELOPMENT, LLC �ti - I 1900 E, LARK LANE -' PROP. PED IAN_ \ R\SS III \ f i I I STILLMAN DRIVE I_ of cN III ¢ I I NIXA, M0 65714 (50' R/W- 26' PVMT.) I..� I BLE QQ,\\ 4,. GHGRCN OK 2p10, H I \ 2� 50' 54' 50' COR p23 III c� _ 49' 49 50 50, 54' - - - - - - - 50 89' / \ \ \ \ gPSEC\N pP 1Np.Ep0 \ III SCALE: 1 "=50' 5 s RE GE I I I �) i l i ------_- \ 49 49 _--- ----- ----- 0 25 50 S87'33'50"E 99,R ) I' ho III �oI / N S89'07 MI 260.40' 25' BLDG. LINE \ \ O \ 8�, n \ n m EX. TREELINE z i n i III LEGEND. 40 0 35 34 0 33 32 - 31 30 29 \ 105 SIDEWALK 38 O 39 I N I I i I 805 EXISTING MINOR CONTOUR \ o / ` �" PROP DRAINAGE ESMT:' m �i /'o 25' BLDG LIE \ / 25' BLDG. LINE 28 \ \ \ O N I DITIONAIL I _ �i -820- - - EXISTING MAJOR CONTOUR - \ 100 YEAR FLOODP OF RIGHT O� WPM I I o S S. _ - - \ p s\..... LAIN / CURB - 50'- 3 0.. s... - S . 50'........ 49 4......... 50' 50' 36' o- o ON / I R=2 .Opt 54' - - - s - ...... so- \ 5 s APPROX. LOCATION 53 55 ,r- _ %O I I I -1: ` L-3�1.25 / \ �� �� / 146'4 S EXISTING SANITARY SEWER EX. 12 SANITARY EWER - �rJs ........... ......... � � .. . �... s >��.. I I f.. CH=1 9'35" E _ I - S -� S - - - S �� i /= - S - I 13� .63' S PROPOSED SANITARY SEWER �'��� /\///\///\///\/\ • r r,�1"S \\ \ �'vV'C"_.,��� - - ', y ; po MANHOLE/CLEANOUT R=25)4 \ ,\/\\\/\\\/\\\/\�/\\\/\\\/\\\/\\\/\\\/ EX. TREELINFj r / S ' 0'E 01 L=15.25' W PROPOSED WATERLINE J 7 CH 15 E /\\/\\/\\ = N 73' 11 -i PROPOSED LIGHT POLE C. PHASE /////\\/////S,bRlAyq�b\//�\\//j\\////\\ PROP. 16' DRAINAGE \ o \ \ \ L% 5 vNi i -N _ ? \ \ \ . \ 1ENTIt)n /\/\/\/\ ESMT. NN \ \ i� E PROPOSED FIRE HYDRANT 15 01 N s ss,.......,. .....�. T16- - //� ///x//Xf/�//��r�.� �//\//\//\//\ s iYP. \ J� ` // // 5 // // // // // // \ - - - - �, _ - , 5 / APPROX. LOCATION OF R=24. 1'- _'< \ ` \/\/\/\/\/\/\ c, _ - _ _ _ EXISTING STORM SEWER \ \ \ \ \ \ 5' SIDEWALK - ��� 100 YEAR FLOODWAY , n PROPOSED STORM SEWER PROP. 16' DRAINAGE w 26 \ \ o �. ,......------- ------ � / ��� I C -/N 432115 W s ..... - - �f ESMT. \� \ \- 51 L \_ �%- R=24. 4 I 35.90' - - BUILDING LINE PROP. 16' UTILITY ESMT.` \- STILLMAN DRIVE _ ^d r L-1 90 \ I I EASEMENT 25' UNDISTURBED STRIP EACH \ - � /� �- '� _ fki�N 69.'5245 I _(\ ao \ (50' R/W 26' PIMT) / I \ SIDE, EXCEPT FOR STREETS \ �S' _ /�� LOT NUMBER /\///\\//\\///\ - - ^ �,\,.. L.......L..\ ✓✓✓ AND REASONABLE ACCESS //� \ / / / \//\// ... - \ \ - - •. _ �� /. O . / O L- 1� ooh�' PROPOSED PAVEMENT _ 4$;~. \ \ \ / .. ........ ..... s \/\\/\\/\\/\\/\\/ i ,..... �..,.. \ nro \ DIRECTION OF \ h ////// 0:41AC. _ ---- \�................... ...... \/_\/ /\/\/\/\ , r e \ - - = ``-� / 03�� / FLOW \ I \ �` PROPOSED DETENTION/BIORETENTION VALID x6' \ // //\///� //\//\%% C.. i \\ / A / \p .. \ // y \ ` �I r�i I I XXI TIINGTAL WID & 4 wvvw-� EXISTING TREELINE �� ........... \//\//\/j�7/EA✓/\ \ • \ L\L / /....\ i t 2 I 1 cn I TR ILE BARREL 1 \/\/\/\/\/\/\/ PROP: 16' GRAINAGE \ \ �.. C / I 1 t IC ESMT. BOi ULVERT EX. SIDEWALk `g SUgpN\5\ON I gRoiNER52p15, p,VVE IZPDNEp• R,2i I SPNCNED \N g00 6 RECOR PPGNE S�?CD) '401 975.62' h0 D ..... _.........I. 284-.... S87'17'30"E 192.07' �o - 48' 47' 50' 51' 55' 53' . 50' 51' L�0 / m / I [ CERTIFICATE OF PRELIMINARY SURVEY ACCURACY: \\\ • / ADDI IONAL \\//\/ \ / \ / EX. TREELINE I IGHT F WAY I I I, CHRIS CAUTHON, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A \' 8.77 AC. N \ �� \, \ �� / - /j N$ I I BOUNDARY SURVEY MADE OR VERIFIED BY ME THAT ALL SURVEYING \ \ - \ \_ /' - / T53'30"W 139.91' I REQUIREMENTS OF THE STATE OF ARKANSAS AND THE CITY OF LITTLE ROCK SUBDIVISION RULES AND REGULATIONS HAVE BEEN COMPLIED WITH AND FILED 25' UNDISTURBED STRIP EACH � I FOR RECORD AS REQUIRED AND THAT THE PLAT HAS BEEN SURVEYED AND 57 \ \ SIDE, EXCEPT FOR STREETS \ON DULY FILED FOR RECORD IN THE OFFICES OF THE STATE SURVEYOR AND THE - O \ / \ \ AND REASONABLE ACCESS N N #2 SDg91VPNS I I EN (7) � `. I I COUNTY CIRCUIT CLERK AND RECORDER WITHIN THE LASTV YEARS, \ 1 1 \ I N PDp\Z\ON of \A,,G R ( I SE ............... 146' 1 1 110' �) \ ....... 272 ...._ ._ ..,.. \ \ N MUNFORDSPS PSS N g00K °p01 I I I SIGNED:-------------------------------------- DATEESMT, I / \ PRKPNORDEp 1N0229� I OF EXECUTION: ------ ---- ---- I I 0 0 / \ L REc pPGE PC�i I I I NAME PROFESSIONAL SURVEYOR: CHRIS CAUTHON - - - - - - N <ZONEp I I N0.----------- _ARKANSAS - EX. TREELiNE & N87'56'15'W 1785.98' 102.4 w �, I I WOODF\E� hONEp R,2i DESIGN CONFORMANCE NOTES:278 JR�N NOTES: I'- v I / 1. STILLMAN DRIVE SHALL BE DESIGNED IN CONFORMANCE WITH THE MASTER CpNGLEH �Ep \N gt32 I I Ifn I I / STREET PLAN, LE. A LOCAL STREET CROSS SECTION WITH 50' RIGHT -OF WAY. RECO PPGE pg5 'Co?) ............... 1. SOURCE OF TITLE: DEED BOOK 03, PAGE 047684 �ONEp, R2 I I 2. IMPROVEMENT OF GEYER SPRINGS ROAD, ADJACENT TO THIS DEVELOPMENT, l 2. INTERNAL STREETS: 2,798 LINEAR FEET I 3. AVERAGE LOT SIZE: 0.19 ACRES SHALL BE COORDINATED WITH AND APPROVED BY THE CITY OF LITTLE ROCK I 11 /08/2017 4. MINIMUM LOT SIZE: 0.12 ACRES PUBLIC WORKS DEPARTMENT. LEGAL DESCRIPTION: CHRIS CAUTHON, PLS - AR LICENSE _ 3. ANALYSIS HAS BEEN PERFORMED TO DETERMINE ADEQUACY OF DRAINAGE 5. NUMBER OF LOTS: 70 + 4 COMMON LOTS/TRACT LAND FACILITIES, FINISHED FLOOR ELEVATIONS, AND EFFECTIVENESS OF DETENTION PART OF THE NORTH HALF (NI/2), NORTH HALF (1\11/2), SOUTHEAST QUARTER (SE1/4), SECTION 1, TOWNHIP ONE (1) SOUTH, RANGE THIRTEEN (13) WEST, PULASKI COUNTY, CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY: CERTIFICATE OF WN 6. PROPOSED OPEN SPACE: 13.18 ACRES FACILITIES. REFER TO THE SKETCH GRADING AND DRAINAGE PLAN. ARKANSAS, DESCRIBED AS FOLLOWS: STARTING AT THE NORTHWEST CORNER OF SAID NORTH HALF (1\11/2), NRTH HALF (1\11/2), SOUTHEAST QUARTER (SET/4), (WHICH IS ALSO THE 7. PROPOSED SOURCE OF WATER SUPPLY: CENTRAL ARKANSAS WATER CENTER OF SECTION 1), THENCE SOUTH 87'5O'O4' EAST A DISTANCE OF 190.10 FEET TO A FOUND #4 2EBAR, SAID POINT BEING THE POINT OF BEGINNING, THENCE SOUTH I, TIMOTHY D. CROCKETT, HEREBY CERTIFY THAT THIS PLAT CORRECTLY SIGNED: _________ 8. PROPOSED MEANS OF WASTEWATER DISPOSAL: LITTLE ROCK WASTEWATER UTILITY 4. MAINTENANCE OF THE STORMWATER FACILITIES SHALL BE THE RESPONSIBILITY 87'50'04" EAST AND ALONG THE SOUTH LINE OF ALLENDALE MANOR SUBDIVISION A DISTANCE OF 827.48 LET TO A FOUND #4 REBAR IN CONCRETE MARKING THE SOUTHWEST REPRESENTS A PLAT MADE BY ME, AND THAT ENGINEERING REQUIREMENTS OF OF THE OWNER AND/OR PROPERTY OWNERS ASSOCIATION. CORNER OF ALLENDALE SUBDIVISION THENCE SOUTH 88'07'41" EAST ALONG THE SOUTH BOUNDARY OF ALLENALE SUBDIVISION A DISTANCE OF 975.62 FEET TO A FOUND #4 REBAR THE LITTLE ROCK SUBDI SION LES AND REGULATIONS HAVE BEEN COMPLIED DATE OF EXECUTION: 11 08 2017 9. 10. DATE OF SURVEY: OCTOBER 18, 2017 THIS PROPERTY IS WITHIN THE CITY LIMITS OF LITTLE ROCK, ARKANSAS. 5. ALL APPLICABLE PERMITS WILL BE OBTAINED PRIOR TO CONSTRUCTION. 1WITH. IN CONCRETE MARKING THE SOUTHEAST CORNER OF ALLENDALE SUBDIVISION, THENCE SOUTH 87'17'30" EAST4 DISTANCE OF 192.07 FEET TO A FOUND #4 REBAR, THENCE SOUTHlic OF FEET TO A FOUND ONE INCH PIPE, THENCE SOUTH 87'33'49" EASTA DISTANCE OF 228.21 FEET TO A FOUND #4 REBAR, THENCE SOUTH (_ 6. STREETLIGHTS ARE REQUIRED BY SECTION 31-403 OF THE CODE OF THE 02'49'48" WEST A DISTANCE 188.09 SIGNED: 11. THIS PROPERTY IS ZONED R-2 & MF24. 89'07'49 EAST A DISTANCE OF 260.40 FEET TO A FOUND #4 REBAR MARKING THE 40 FOOT RIGHT-OF-WAY)F GEYER SPRINGS ROAD, THENCE SOUTH 02'35'12" WEST ALONG THE -------------------`--- DATE OF EXECUTION: 11 08 2017 12. A PORTION OF THIS PROPERTY IS IN THE 100 YEAR FLOODPLAIN, AS SHOWN ON FLOOD INSURANCE MAP, PANEL NUMBER CITY OF LITTLE ROCK. RIGHT-OF-WAY OF GEYER SPRINGS ROAD A DISTANCE OF 62.60 FEET, THENCE ALONG A CURVE TO THE RIGII'HAVING AN ARC LENGTH OF 38.25 FEET, A RADIUS OF 25.00 FEET, A NAME PROFESSIONAL ENGINEER: TIMOTHY D. CROCKETT RE C'lDIvI 05119CO461G EFFECTIVE DATE 07-06-2015. 7. THE 50 FOOT CREEK BUFFER SHALL BE MAINTAINED BY THE OWNER AND/OR CHORD DISTANCE OF 34,63 FEET, AND A CHORD BEARING 'OF SOUTH 46'49'34" WEST TO A POINT ON THE NRTH RIGHT-OF-WAY OF VALLEY DRIVE, THENCE SOUTH 89'17'32" EAST NO. 15089, ARKANSAS CERTIFICATE OF PRELIMINARY PLAT APPROVAL: 8 PROPERTY OWNERS ASSOCIATION. AND ALONG THE NORTH RIGHT-OF-WAY OF VALLEY DRIVE A DISTANCE OF 10,00 FEET, THENCE ALONG A CUR': TO THE LEFT HAVING AN ARC LENGTH OF 15.25 FEET, A RADIUS OF ENOV 0 2011 13. LOT NUMBERS SHOWN ARE FOR INVENTORY PURPOSES ONLY. 25.00 FEET, A CHORD DISTANCE OF 15.01 FEET, AND A CHORD BEARING OF NORTH 73'11'14" EAST, THENC SOUTH 2'35'12" WEST AND ALONG THE 40 FOOT RIGHT-OF-WAY OF 14. THE STORM WATER DRAINAGE SYSTEM SHALL BE DESIGNED TO HAVE THE CAPACITY TO ACCOMMODATE STORM EVENTS AS 8. NO YARD OBSTRUCTIONS (FENCES, ETC.) SHALL BE ALLOWED WITHIN THE 50 GEYER SPRINGS ROAD A DISTANCE OF 70.06 FEET, THENCE ALONG A CURVE TO THElEFi HAVING AN ARC LEGTH OF 16.90 FEET, A RADIUS OF 25.00 FEET, A CHORD DISTANCE OF ALL REQUIREMENTS OF THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS RELATIVE TO THE PREPARATION AND SUBMITTAL TO A PRELIMINARY PLAT HAVE REQUIRED BY CHAPTER 29. STORMWATER MANAGEMENT AND DRAINAGE AND THE STORMWATER MANAGEMENT AND DRAINAGE FOOT CREEK BUFFER. 16.58 FEET, AND A CHORD BEARING OF NORTH 69'52'43" WEST TO THE SOUTH RIGHT-OF-WAY OF VALY DRIVE, THENCE NORTH 8T17'50" WEST AND ALONG THE SOUTH BEEN FULFILLED, APPROVAL OF THIS PLAT IS HEREBY GRANTED, SUBJECT TO 9. 100 YEAR OVERFLOW SWALES AND DRAINAGE INFRASTRUCTURE APPROVED BY RIGHT-OF-WAY OF VALLEY DRIVE A DISTANCE OF 10.00 FEET, THENCE ALONG A CURVE TO THE RIGHT HAV!9 AN ARC LENGTH OF 40.05 FEET, A RADIUS OF 25,00 FEET, A FURTHER PROVISIONS OF SAID RULES AND REGULATIONS. THIS CERTIFICATE MANUAL. CHORD DISTANCE OF 35.90 FEET, AND A CHORD BEARING OF SOUTH 43'21'20" EAST TO THE 40 FOOT RIGHT-F-WAY OF GEYER SPRINGS ROAD, THENCE SOUTH 02'35'12" WEST AND "4-j SHALL EXPIRE ON 11 OS 2017 REVISED 15. LOTS Cl-C4 ARE COMMON LOTS/TRACT LAND AND ARE TO BE DEDICATED TO THE PROPERTY OWNERS ASSOCIATION (POA) THE CITY OF LTiTLE ROCK PUBLIC WORKS DEPARTMENT SHALL BE PLACED IN ALONG THE 40 FOOT RIGHT-OF-WAY OF GEYER SPRINGS ROAD A DISTANCE OF 181.49 FEET TO A SET #iREBAR AND ORANGE PLASTIC CAP MARKED "ARK PLS 1531", THENCE Nr+o p'% E++1PTE �fi �`� 10/13/2017 ORIGINAL AND ARE TO BE USED FOR GREENSPACE, DRAINAGE EASEMENTS/SWALES, AMENITIES AND/OR STORMWATER MANAGEMENT PUBLIC DRAINAGE EASEMENTS AND ON COMMON LOTS TRACT LAND. ALL / NORTH 87'53'28" WEST AND ALONG THE NORTH UNE OF LOT 1 MUNFORD ADDITION A DISTANCE OF 139.91-,EET TO A FOUND 4 REBAR AND ORANGE CAP MARKED "RLS 1203", # 1� A R A N A S DATE ______________________ SITE/CIVIL ENGINEER: POA SHALL BE RESPONSIBLE FOR ALL" MAINTENANCE OF FACILITIES IN COMMON LOTS/TRACT LAND, PUBLIC DRAINAGE EASEMENTS SHALL REMAIN UNOBSTRUCTED AND SHALL BE THENCE SOUTH 02'25'S4° WEST ALONG THE WEST LINE OF LOT 1 MUNFORD ADDITION A DISTANCE OF 124.93FEET TO A FOUND #4 REBAR AND ORANGE CAP MARKED "RLS 1203", 4y k r PURPOSES. THE SAID POINT BEING ON THE SOUTH LINE OF SAID NORTH HALF (Ni/2), NORTH HALF (NI/2), SOUTHEAST QUAiZER (SE1/4), THENCE NORTH 87'56'16" WEST ALONG THE SOUTH LINE ti 'hk E SIGNED:_--------------------------------------��QQ 16. IT IS THE INTENTION Of LOT 70 TO BE SET ASIDE FOR A FUTURE LIGHT COMMERCIAL USE. A CONDITIONAL USE PERMIT MAINTAINED BY THE OWNER AND/OR PROPERTY OWNERS ASSOCIATION. OF SAID NORTH HALF (N1/2), NORTH HALF (N1/2), SOUTHEAST QUARTER (SE1/4), A DISTANCE OF 1785.98 FEET TO A FOUND #4 REBAR, THENCE NORTH 02'07'13' EAST A 1,yk y 1 Is b �Q Q\ © 0 SHALL BE SECURED FOR ANY NON R-2 ZONING CONFORMING USE. 10. ALL NEW SANITARY SEWER MAIN EXTENSIONS SHALL BE PLACED IN DISTANCE OF 449.81 FEET TO A FOUND 4 REBAR, THENCE NORTH 63'08'37" WEST A DISTANCE OF 419.01 .ET TO .A FOUND 4 REBAR, SAID POINT BEING A POINT OF TANGENCY # # ti iIE'ER ! # fCr! DATE OF EXECUTION: ______-_--_-_-_______ ENGINEERING CONSULTANTS AO 17. PROPOSED PEDESTRIAN CROSSING TABLE. FINAL PLACEMENT AND DESIGN SHALL BE APPROVED BY LITTLE ROCK TRAFFIC EASEMENTS. 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" O ., NO. 5089 G 1 NAME, L.R. PLANNING COMMISSION: 1000 W. NBong Blvd., Bldg.I cola ao� 11. AT TIME OF REQUEST FOR WATER SERVICE, ALL APPLICABLE ,CENTRAL WEST, THENCE ALONG SAID ARC A DISTANCE OF 176.64 FEET TO THE POINT OF BEGINNING. =Y Gyfl lI D i ____________________________ csie> ozvsszoa ENGINEERING DIVISION. A4'1 Ir lejr$ 18. OWNER/POA MAY CONSTRUCT A FOOTPATH TRAIL NETWORK THROUGHOUT THE DEVELOPMENT. THE PDA SHALL BE ARKANSAS WATER REQUIREMENTS WILL BE MET. I IZ08/2017 www.crockettengineering.com SAID PARCEL CONTAINING 28.0 ACRES. TIMOTHY D. CROCKETT, PE - AR LICENSE 15089 Crockett Engineering Consultants, LLC RESPONSIBLE FOR ALL MAINTENANCE OF FOOTPATH TRAIL NETWORK. THE BASIS OF BEARINGS FOR THIS DESCRIPTION IS BASED ON ARKANSAS STATE PLANE, NORTH ZONE, GRID BEAP.iNGS (ZONE 0301). Arkansas Certificate of Authority •g494