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HomeMy WebLinkAboutS-0170-SSS-1 Map 2500Z s n 9nd I X /W Q N Z � n 0-� 902 z N O W O Q � � Z W W Q z Q 00 a- 903 LOTS 41, R2 ZONING 0E PLEASANT VALLEY � ADDITION 41 / I III LdT „n,�na 17q 54 0" CO 3 9.5 '(R 79. /l I I 14 76 I .71I SQ FTJ 1 I 1.�7 ACR S STA 1 I I 4' 4'FC I / 1 T LT I QI�.=( i I I I IFL=445.00 I Q EI 2 \ I 1RIPR�F�� IFf-rDI N 84 211 R2 ZONING Y• 2 40.0543 jj X'118486R,5497 SET PAGI M UMENT 904 .Oa IT LEGEND These standard symbols will be found in the drawing. ti POWER POLE © REBAR FOUND O PK NAIL SET O IRON PIN FOUND E - E - ELECTRIC X X FENCE • SET 1/2" REBAR/ WITH CAP IL CALCULATED CORNER ■ HIGHWAY CONC. R/W MARKER ♦ HIGHWAY RIGHT WAY A FD COTTON PICKER SPINDLE FD SBC MONUMENT CENTER LINE ROAD PAGIS COORDINATES a� PROJECTcx SITE L" T c} I� w u��e`�e�lr,zesry A C : 'e,` aft kNM1'1ASS{,7.M445.o VICINITY MAP CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY 1, hereby certify that this plat correctly represents a boundary survey made or verified � ��'�/,W/ified by me that all surveying requirements of the State of Arkansas and City of Little Rock Subdivision Rules and Regulations have been complied with and filed for record as required. 2 Zcvs- a.Z4���`' ate of Execution ame , Registered Professional Land Surveyor No. //�• Z Arkansas CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I, Qeos /s4ey-) whereby certify that this plat correctly represents a plat made by me, and that engineering requirements of the Little Rock Subdivision Rules and Regulations have been complied with. Date of Execution Signed,„ /I Name, Registered Engineer No. S(o Zo ,Arkansas 069oT 11 1 1 PointNo. Northing(Y) Easting(X) Elev(Z) Description JVHLC: I =L000 1 2 162697.248 162607.262 1185258,515 1185250.803 0.000 0.000 PAGIS PAGIS COORDINATES COORDINATES 2 it 11 3 162501.219 1185285.080 0.000 PAGIS COORDINATES CERTIFICATE OF PRELIMINARY PLAT APPROVAL N 4 162389,048 1185350.506 0.000 PAGIS COORDINATES �+ 5 162284.413 1185442.539 0.000 PAGIS COORDINATES All requirements of the Little Rock Subdivision Rules and Regulations relative to the preparation r h '0 P �, , y � 6 162267.328 1185466.649 0.000 PAGIS COORDINATES and submittal to a preliminary plat having been fulfilled, approval of the plat is hereby granted, 0 o`' 7 162116.932 1185814.645 0.000 PAGIS COORDINATES subject to further provisions of said rules and regulations. This certification shall expire. • .�G / 8 162113.718 1185832.925 0.000 PAGIS COORDINATES \ 9 162065.625 1186115.226 0.000 PAGIS COORDINATES 0 �_ 10 162058.665 302 1186175.623 1186149 953 0.000 O 000 PAGIS PAGIS COORDINATES COORDINATES (AS APPROVED B TC - 1 \ q C r \ y 6 822. Date QJ��S 4?,GIT EN INEER) ` 5.5 \ �G 12 161849.443 1185447.578 0.000 PAGIS COORDINATES 13 161904.357 1185385.774 0.000 PAGIS COORDINATES P 0 0 O 0\ to is 14 162387.591 1184912.716 0.000 PAGIS COORDINATES Signed, 0 S o 0 G pA 00 R 2• o A 15 162422.924 1184947.604 0.000 PAGIS COORDINATES �M� p� O 1 Z: \ 0 16 162451.202 1184919.607 0.000 PAGIS COORDINATES SLO 2 s � 17 162415.650 1184884.280 0.000 PAGIS COORDINATES Date of Execution Name, L. R. Planning Commission 18 162440.054 1184859.550 0.000 PAGIS COORDINATES GENERAL NOTES: y� 00. QT. o. o. 1 1 2562.075 1184977.918 0.000 PAGIS COORDINATES ro , , 1.17 ACRES \ \ " \ 'p s 'off ca ' 20 162645.854 1184895.889 0.000 PAGIS COORDINATES R2 ZONING 1. THIS PROPERTY SHALL ABIDE BY COVENETS AND AMENDMENTS OF BILL OF o sr 0 �'C\ \ jr� 9 s' ASSURANCE IN BOOK "B" AT PAGE 512 IN THE OFFICE OF CIRCUIT CLERK AND a N R`�S 6 1809 \ \� �' `s ern_ Q; n 21 162757.189 1184883.705 0.000 PAGIS COORDINATES g Number of points listed> 21 EX-OFFICIO RECORDER, PULASKI COUNTY, ARKANSAS. NO ADDITIONAL AMENDMENTS off_ F TO BE ESTABLIDHED FOR THIS REPLAT. O O� 16 DMERSION P E \ \\ ?S DESCRIPTION: 2. ALL FRONT BUILDING SETBACK LINES TO BE 25' FROM 50' INGRESS/EGRESS EASEMENT �, 15 BER 0S pJFFR �I TELEHONE S�1 "lOVr EO \ \ s� 29 A REPLAT OF LOTS 42A, 428, AND 43R OF A REPLAT OF LOTS 42 AND 43 IN BLOCK 57 OF PLEASANT LINE UNLESS NOTED AS OTHERWISE. QUIPME p� ro`o 4OF \ L�3. G&H PROPERTIES, L.L.C., 1300 PINE VALLEY RD, LITTLE ROCK, loffO 9 \ aA° �� VALLEY ADDITION TO THE CITY OF LITTLE ROCK ARKANSAS AS SHOWN BY PLAT IN BOOK "D" AT PAGE 916 AND AR 72207IS THE B 6 G NOS 1� \ \ 4 DOCUMENT No. 94-10413 IN THE OFFICE OF CIRCUIT COURT CLERK AND EX-OFFICIO RECORDER, PULASKI COUNTY, SUBDIVIDER/DEVELOPER AND THE PROPERTY OWNER AS RECORDED IN BOOK PAGE 7 ` G� PCB PENS \ \ sue\ ARKANSAS AND BEING MORE PARTICULALRY DESCRIBED AS FOLLOWS: C, M 10(i �\ 4. WATER WILL BE PROVIDED AND CONNECTED TO CENTRAL ARKANSAS WATER SYSTEM Commencing at a Northeast corner of said Lot 42A aforesaid; thence with a curve turning to the left with � an arc length of 203.14 , thence S 30'15'14" E 129.86 ; thence with a curve turning to the left with an arc AS APPORVED BY UTILITY. " \ \ \ p length of 140.29', thence S 54'40'35" E 29.55'; thence with a curve turnip to the left with an arc length of 5. SANITARY SEWER WILL BE PROVIDED AND CONNECTED TO LITTLE ROCK WASTEWATER 4 445.7 Q. FT. \ 9 g 6 9 9 9 7 C ES 382.73', thence S 79'49'18" E 18.54% thence S 80'19'55" E 286.37; thence S 83'25'35' E 60.80% thence S UTILITY AS APPROVED BY UTILITY. 9��-Sr 06'11'53" W 237.75'; thence N 87'47'14" W 702.90'; thence N 48'22'40" W 82.68', thence N 44'23'25" W 6. NO OPEN SPACE WILL BE PROVIDED. >zo S� 676.24'; thence N 44 38'12" E 49.66'; thence N 44 42'51" W 39.79'; thence S 44 49'06" W 50.12% thence N 7. ENTIRE TRACT IS WOODED AND ONLY TREES FOR HOUSE CONSTRUCTION WILL BE \ �� \\ 5 S 45'22'49" W 34.74'; thence N 44'07'46" E 170.00% thence N 44`23'42" W 117.25% thence N 06'14'43" W 112.00% REMOVED. 395 �9, \ \ q \ \ �\j S thence S 80'54'50" E 379.57'; the point of beginning proper, having an area of 476827.07 square feet, 10.946 8. EROSION CONTROL PLAN WILL BE DEVELOPED UPON FINAL APPROVAL OF STREET EXIST \ \ c`r \ \ \ \\ �3 4sr0, acres PLANS AND PRIOR TO CONSTRUCTION. � \ \ \ \ �5 ?9 3S. PLAT 9. EXISTING WATER AND SEWER LINES ARE ON THE SOUTWEST SIDE OF HINSON RD. 0 18" CMP \ 5 s$ F STA 5+82-CONSTRUCT 4' DROP INLET ON LT W/ 0� L 0 CK 5 10. LIST OF VARIANCES / WAIVERS: U P\\DR r7 ® G \\\\ \ " \ h 6 / V \ z2ox1 s" CMP OUTLET TO RT 0 F PLEASANT 1. VARIANCE TO ALLOW AN INCREASED LOT DEPTH TO WIDTH RATIO FOR PROPOSED W 39668.3 SQ. .\ \ \ `'S \8'� WI 4' INLET EXTENSION �A L L E Y LOTS 6-11 A D D I TI 0 2. V CE TO ALLOW THE DEVELOPMENT OF LOTS WITH P ATE STREETS. LL \ \\Q�S� A�I�ES 6 \eG, h. R 2 Q�.=(0.5)(6.7)(2.4) LITTLE ROCK N ��\ M. Q =8.0 /� R 3. V CE TO ALLOW THE STREET TO DEVELOP WITH A RE UCED STANDARD: Q Q sFjeQ� sa A. RE OVE CURB ON THE SOUTH SIDE OF THE STREET. 0 ca)5 2 B. SLO E STREET ALL TO THE NORTH SIDE. W 9, \ \\\\ \ ,� Q¢\ \ L / T g - 2 5 Q C. 1-2 F OT RETAINING WALL ON THE NORTH SIDE OF THE S ET. W (i O \ \ T. \410.9 2ACR ���� ��� ` �j �$� �/03 q 2 8 lO-\C . j1 B5 11. A DIVERS N BERM AND SWALE WILL IDEWALK ALONG BCONSTRUCTED ALONG E SOUTH PROPERTY O \\ \ \� / ���PO 9 SO D LINE TO D RT LOT STORM WATER RUNOFF TO THE PROPOSED CTION BOX AND Z Q 40\ \ T \ \ ,� ^Fqs/ �� �o ado 3 STREET IN ATTEMPT TO REDUCE THE IMPACT ON THE AD70 PROPERTIES. �c� 2 7 12. A GRADIN -PERMIT IN ACCORDANCE WITH SECTION 29-186 (C) & (D WILL BE REQUIRED ~ G \ S \ PRIOR TO LAND CLEARING OR GRADING ACTIVITIES. SITE G ING Q �r W F 6 �'S. <v �� �o �p �� 4. AND D GE PLANS WILL NEED TO BE SUBMITTED AND APPROVE PRIOR J z 1 _ ��5� �A /y �F\\\ \ q ��'� �J�ry00„ \ \ _ 0 �7 TO START CONSTRUCTION. a N - LJJ (�/ \ OP� " C 384 0 SQ. FT. cam\ \ \�\ A 7 45S 7� 49' E 13. VEHICLE A CESS TO HINSON RD FROM THE LOTS WILL BE PROHIBITE rr,\ �B ,) �FG 0.88 CRE\ \� `��CB \ 8.5 4 S TA 12+23 CONSTR STA 13+75-EXISTING 2 5 � 9.83 80.1g • ' DROP INLET ON LT 4' DROP INLET ON LT 2 6 Q oP \ \ ^ \ \ 4 `` 1 55" E 28 / V INLET EXTENSION W/ 190' 24" CMP OUTLET TO RT W o �j� v jO\ \ \ \ ryry \ \ �\ �\ �` 9 _ _1g 150 00. 6 37 / 240'x TO RT �g W/ 9' INLET EXTENSION z m <C >_ �� \ o OY,\ _ - e / ��_� L D 55„ ` "� \ \ "� \ \• 66 '�--�� R. 287.04' -=(0. 9S 83' '3 ,. 0 --� FW-RAP TCH\ \Z \ �/ \ 64 ��� = _'.54' 60.80' HHH K DISIRATOR W \ �4T\�j\ \ l /_ _ o APPROVED B 5 o-*�3sZ3`'35" 0' 50' 100' 150' 0 \ R) h /\\ \ \ \ ` _� �� 150.00 o��� _ 1 _ _ 61. E vo �- 500 sLiz r \ ER ON \ �o / / \� \ `= N9 $ 495 o /\ 55114 Q FT �� EXIST 49 NOTES: TOTAL LINEAR FEET OF INTERIOR STREET = 1223.4T NUMBER OF LOTS = 11 LOTS MINIMUM LOT SIZE = 0.88 ACRES AVERAGE LOT SIZE = 0.99 ACRES FLOOD INSURANCE NOTE: By graphics plotting only, this property is in ZONE X of the Flood Insurance Rate Map, Community Panel No. 050181-0007 D effective date of AUG. 5. 1985 Exact designations can only be determined by an Elevation Certificate. Based on the above information, this property IS NOT in a Special Flood Hazard Area. v ER Z 1.27 ACRES ?� o `w 2 �� 61, �� rn I- 3 90 O/ \ 22 3 SQ FT. 391�.0- SQ. FT. �� �- v Z 85 % �iSJ \ \ \ \ \� �0 ACRES• M ^� O ^ N �,� W in 7 RES / 4026.4 6 SQ. FT. ° ro _ LU 0.92 ACRES-o n o rn ^ ry Mai 40807.8 SQ. FT. 480 c°475 _17 CIO _+ 470 \ A 3\ \ � A TENTIO \ \ Cn I^ W \ � N� � Q /c� d1 � O a 465 PULASKI AREA GEOGRAPHIC INFORMATION SYSTEM \ AREA\ \ Z O \ \ DIVERSI9N, DETENTION A 6� \ BERM �� AREA -� �Q�R Z I ~ OR 455 OR PAGIS MONUMENT TIES \ - ^J/ 4'JUNC8-BOXF - X� 450 PAGIS 2061 AND `-\ SMCS0 H LINED HIED 2�AIN.A�ZE�ND UTI ITY EASEMENT W/� `L " _ - / INLET AND Owl TLET PAGIS 2061 AZM MK \ \ 2 1 5 \ ^ ^ ^ t =447.OD- Y:161849.4425 CURVE C1 C2 C3 C4 RADIUS 50.00' 305.13' 305.13' 399.53' ARC LENGTH 169.41' 3.05' 30.99' 55.83' CHORD LENGTH 99,24' 3.05' 30.98' 55.78' CHORD BEARING N 12'21'45" W N 24'24'50" W N 27-36.34" W N 33 53'27" W DELTA ANGLE 194'07'51" 0934'21" 05'49'Oe OS'00'22" CENTER LINE X:1185447.5777 SET PAGIS MONUMENT CURVE DATA ONSTR 4' JUNC ON B OUTLET TO EXIST STO DRAIN AT CORNER OF FAI AY VILLAGE AND HIN N RD C5 399.45' 108.28' 107.95' N 45'39'30" W 15'31'55" c6 651.90' 73.60' 73.57' N 56-02'09" w 04'57'00" CURVE RADIUS ARC LENGTH CHORD LENGTH CHORD BEARING DELTA ANGLE C7 1 851.90' 108.00, 107.93' N s2'08'34" W 07.1050" C1 280.13' 77.25' 77.00' S 22'37'41" E 15'47'59" c6 851.90- 144.46' 144.29' N 70.37'58" w 091 C2 374.53' 150.32' 149.32' S 41'20'01" E 22'59'48" C9 851.90' 71.66' 71.64- N 77540" 04z11 492 C3 ' ' ' '37'59" E 2T20'23"W c10 255.13' 90.79' 90.32' N 04'53'53" 2 \ u,0 RS 1?� 2 0 p 180'x18" CMP (16GA COATED SMOOTH LINED). BREAK INTO EXISITNG F A I R W A Y V I L L A G A D D 5 DROP INLET LITTLE ROCK AR FL- 37.25 INGRESS/EGRESS EASEMENT ovic-r n_onno A - TYPICAL BERM Irl AND SWALE DETAIL N.T.S. 45 R2 ZONING 111.66' 15' EASEMENT -I f - - - � 11 3 4 I I ND _ 440 EXIST 18" C L A T " D " @ �� / FL= 422.65 `� 6 D O C. # 91-11, 98 PDR ONING Z7 a-+ c v 00 0 00 rn N U U I Z N N r E rn I U o � r 00 z w J z Q :2x O 2 Q LLJ D- L` w o cn N /� ( ) O _ < m Z z JY Q U Of Ln of W o L1J00-I O I LD 1n m ® z D_ CV--.) I"NEE C) Q Q W >- O W W Elf W mz N Q Q Q LLJ C U0 0 L0 V) Q y W Y cr) O00Q i ml-m� mQzQ d W O -< 0 m LL- Q � d-ON� _J Q r- O O U) W �W000 I- W I- LLB Q ( lr Q z IW W WI 0 ]:�mQ�1- DATE: 7-6-05 REV: 8-1-05 DRAWN BY: HERBERT C. HI ;STATE OF' ARKANSAS Na. 114R SraNA2VA9