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HomeMy WebLinkAboutS-1441-A Map 133a R420.00 ' ,- R 80.00' \ 3 DN8 3'2 ., N urn'` 100 0 100 - 300 - - - - , _ 25' BLDG LINE ' , CDN87' 3'30" E \' LC _ I I O:e R2 5.00' L 90.99' DN8 '4 '54"E 25' BLDG U E ✓ Igg32� Scale 1" = 100 ft �1 L 1 .77 ' 8271 ,274.65' OTE CERTIFICATE OF PRELIMINARY 0"E 333.6_ 30' BLDG uNE }' 2 .47' SURVEYING ACCURACY I_ 299.81' 5' WAL TO BE CONSTRUCTED W/ o !, Paul M. White, hereby certify that - ; �r� 1 I - a, a' t plot correct) represents a bound- / / 30' BLDG LINE o ADJACE T DEVELOPMENT:his p y p R245.00, 1 2 ' 4 ' ary survey made of verified by me that all surveying requirments of the State of DN36'22'27 E o Arkansas and City of Little Rock Sub- R245.00Y ..... LC258.64' „ d 1 5359.42 division Rules and Regulations have been LC W 5 I complied with and a copy of said 32 % Q 13 rn CO 111 0987.74 boundary has been duly filed for record in offices of the COthe Pulaski State c County Circuit Clerk on or d 5' WALK I I 20_, in Plat Book _Page 261,69' 285.09' I 60 R.O.W.Date of Execution Paul M. White, Registered Land do 298.97' 305.57' I I Surveyor No. 1281, Arkansas 3 ' HA F STREET IMP o° 5' WALK TO B CONSTRUCTED ILL BE MADE TO PATRICK I W R480.00' EX CURB / COUN RY ROAD WITH THE FIRST I i CERTIFICATE OF PRELIMINARY CDN24' 12'34" E N / / ADJACENT DEV OPMENT AD AGENT LOT DEVELOPMENT ENGINEERING ACCURACY z LC323.52' �� d. � ; I S .S"6 I, Timothy E. Daters, hereby certify / 34p m that this plat correctly represents a 300 �� b I o O I /��5�' r --r,°F 6. plat made by me, and that engineering I 9 M O I y11 A g;;�S `� requirements of the Little Rock 300 / _ - 8 I I 0 1* Subdivision Rules and Regulations have It i I it E have been complied with. ' PROPOSED PAGIS s° 4� - 30' BLDG LINE '' PRO CURB , I I p K if F � .N fence MONUMENT 102 if 0, 2g0 I I F4iti F9 h,it 5 pvc 298.35' _� l A c� * & Date of Execution Timothy E. Daters 285.65' S� I I �'21`z No.5033 ��{; Registered Professional // \yt 2 cj I I Tjy & ��l Engineer No. 5033, Arkansas �/ `J'7• \/AL1( (� .IG �(�I ' I + 256.57' rn I 1 y''Y Ers���r 96'80= 102.13' 298.35' 285.75 CO 30' BLDG LINE (p L0 qJ (00 y�/ `� - ���• - � DEV LOPER WILL DEDICATE � I 4 0 _ R.O.W. TO 0' FROM CENTERLINE % T co DA 375 ACRES - / �� �� 0 7 I� Q = 1400 CFS � 4;;,' 293.60' �° O _ I Ch DA 490 ACRES - - -_ 298.36' N86'43'0 "W - - - _ 0 = 1850 CFS N86'46121"W 395.81'__ _ _ Quadruple 1wi x 5' x 48'� 4 Gl/ / I - RC Box Culvert with Wingwolls y ! I I 483.07'' I y 2 vi�irvn r nuvr mahhoeleer _ - -o-- exist 15" ��_ _- !'.. I I N - a0 -�_ son. sewer-._ N -.-. - '- son. an. s wOr \ ��89 I Z N86'51'18"W 20' SEWER m. itq, Instc ESMT. a4 / # 99-20457 ��� ��i5• s � - R420.00 , \\ Sewer _ _... i I _ -. - 280 388.62' CDN23005' 16" E _ ----- 10 LC298.51' - ui a 280 Ito L0 p N rn C �90 ss.8' 0) o OJ NO2'16'1 "E 132. ` rep 61pq 92.6' ' N88'50'1 1"W I I - I \ I R2 00' ., 2 CDN38'54' 1 wir _ -- ❑ LJ J I j- - LC32.92' e e Q S2 N80'05'a I -- _ ' 6' I 21" TN Soo 43.7 „ I N64 _ I -- "" .53' EL I M `o _ -- 6' 8 w -- � PAGIS Marker 1 4.35.t 00 - # 2073 A_. MK Owl 0 an ru Public Works Notes: 1. NPDES and grading permits are required prior to construction. 2. Stormwoter detention ordinance applies to this property. 3. Plans of all work in right-of-way shall be submitted for approval prior to start of work. 4. Provide stripping and signage plans as per ordinance for Traffic Engineering approval. 5. Prior to construction obtain barricade permit for work done within right-of-way. 6. Easements for utilities & drainage will be provided where needed. 7. Streets to be public and the width and right-of-way are shown on this plat. 8. Plans for all work within right-of-way will be submitted prior to work. 9. A grading plan will be provided and a grading permit will be obtained before work begins. 10. ADEO will be contacted prior to start of work. CERTIFICATE OF PRELIMINARY PLAT APPROVAL All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation and submittal of a preliminary plat having been fulfilled, approval of this plat is hereby granted, subject to further provision of said Rules and Regulations This certificate shall expire. Date of Execution Planning Administrator Little Rock Planning Commission OWNER OR DEVELOPER Date of Execution Name Address Source of Tile D.R. Page Instrument No. LEGAL DESCRIPTION PART OF THE W1/2 OF SECTION 14, T-2-N, R-14-W, PULASKI COUNTY, ARKANSAS MORE PARTICULARLY DESCRIBED AS: STARTING AT THE NORTHWEST CORNER OF THE NW1/4, SAID SECTION 14; THENCE S87'31'01"E ALONG THE NORTH LINE OF SAID NW1/4, 2669.51 FT. TO A POINT, 50.15 FT. N8731-01-W OF THE NORTHEAST CORNER OF SAID NW1/4; THENCE SOT01'56"W ALONG THE WEST UNE OF A 50 FT. WIDE ROAD RIGHT-OF-WAY, 1149.79 FT. TO THE POINT OF BEGINNING; THENCE SOTO1'56"W CONTINUING ALONG SAID WEST UNE, 120.55 FT.; THENCE SOT11'35"W CONTINUING ALONG SAID WEST UNE, 966.63 FT.; THENCE N8651'18"W, 388.62 FT., THENCE NO2'51'tYE, 128.16 FT; THENCE N8643.03"W, 483.07 FT.; THENCE S03*16'57'W, 1.20 FT.; THENCE N8646'21"W, 395.81 FT. TO A POINT ON THE EAST UNE OF THE W1/2 NW/14, SAID SECTION 14; THENCE S03*09'51"W ALONG SAID EAST UNE, 509.20 FT. TO THE SOUTHEAST CORNER OF SAID W1/2 NW/14; THENCE N8950'11"W ALONG THE SOUTH LINE OF SAID W1/2 NWt 4, 280.55 FT.; THENCE S24'26'51"W, 43.70 FT.; THENCE S11'26'28"W, 58.50 FT. TO A POINT ON THE NORTH RIGHT-OF-WAY LINE OF ARKANSAS STATE HIGHWAY #10; THENCE NORTHWESTERLY ALONG SAID NORTH RIGHT-OF-WAY LINE THE FOLLOWING: (1) N7643'16"W, 14.35 FT.; (2) N63-46'06"W, 53.53 FT.; (3) N80'05'21"W, 92.52 FT. AND (4) NORTHWESTERLY ALONG THE ARC OF A 25.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N38'54'31"W, 32.92 FT. TO A POINT ON THE EAST RIGHT- OF-WAY LINE OF VALLEY RANCH DRIVE; THENCE NORTHERLY ALONG SAID EAST RIGHT-OF-WAY UNE THE FOLLOWING: (1) N0716'19"E, 132.99 FT.; (2) NORTHEASTERLY ALONG THE ARC OF A 420.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N23-05'18"E, 298.51 Fr.; (3) N43'54'13"E, 638.51 FT.; (4) NORTHEASTERLY ALONG THE ARC OF A 480.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N24'12'3CE, 323.52 FT. AND (5) NORTHEASTERLY ALONG THE ARC OF A 245.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N3622'27E, 258.64 FT.; THENCE NORTHEASTERLY ALONG THE ARC OF A 245.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N80'41'54"E, 105.77 FT.; THENCE S8650'10"E, 118.00 FT.; THENCE EASTERLY ALONG THE ARC OF A 480.00 FT. RADIUS CURVE TO THE LEFT, A CHORD BEARING AND DISTANCE OF N87*43'30'E, 90.99 FT.; THENCE N8717'09'E, 333.69 FT.; THENCE EASTERLY ALONG THE ARC OF A 420.00 FT. RADIUS CURVE TO THE RIGHT, A CHORD BEARING AND DISTANCE OF N8T43'26"E, 79.60 FT; THENCE S8650'18"E, 257.39 FT. TO THE POINT OF BEGINNING, CONTAINING 31.9535 ACRES MORE OR LESS, LESS AND EXCEPT LOTS 1 AND 2 RANCH HIGHLANDS OFFICE PARK. General Notes: 1. Owner: FC Grass Farms Partnership 2. Number of Lots. 13 Lots Suite 300, Financial 3 Bldg, 3. Applicable existing covenants: None Little Rock, Ar 72211 4. Source of Water Su LRMWW Source of Title: •.-+•••+ Supply: Developer: 5. Source of Wasterwater Disposal: LRWWU Ranch Properties, Inc. 6. Floodway / Floodplain: N/A Suite 300, Financial 3 Bldg. 7. Municipal Boundaries: Inside Corporate City Little Rock, Ar 72211 Limits Zoned 0-3 8. Average Size of Lots: 280' x 280' 9. Linear Feet of Internal Streets: 2200 If PRELIMINARY PLAT OF RANCH WEST OFFICE PARK Lots 3-15 AN ADDITION TO THE CITY OF �8a rip-LITTLE ROCK, ARKANSAS R . rT1. / LJUL � 9 2004 ©;TRY�7 Z IID.41= .s3 ek A 530( I(,,1 TZ 9 INO �� -- aiCIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT, SURVEYING _ 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 Revised Revised Date 7-16-04 Job No. 04-584T