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HomeMy WebLinkAboutS-1905-1 Map 2PLEASANTWOOD HPR-CONTROL CARD PARCEL ID# 43L1220000000 - 12100 RAINWOOD DR M- --M - ---M-- -M- -- RAINWOOD DRIVE -------- - ----- _---------------- N8801116"W 128.58 - \ N8801116'W 82.37 d,------- \ / I N88°1116"W 81.21 \ I I I I I 1 � I I I I I o I I I d 0 0 o LOT 2 N 15328.49 SQ FT j 13 I LOT 3 To Co IT 0.35 ACRES Cq 9839.16 SQ FT w LOT 4 o I I I 0.23 ACRES 9700.21 SQ FT 3 u, I N I 3 0.22 ACRES 00 > i zl 0 I UO I Q D > I Q= I I II 0` I I I PS88°11'16"E 126.90 Z I P S87°22'14"E 84.03 S37022 14>_'E 81.22 I I I � I I I T S i j 13 I LOT 5 cl 8276.76 SQ FT 1 1 I N I 0.19 ACRES I 0.328 AC 00 I 1 I I in -----,P S87°23'O�gS - I P I o j I LOT 6 0 I I 8315.08 SQ FT 3 0.19 ACRES o I I Ico LOT 1 a 3 I I 24619.54 SQ FT I I 0.57 ACRES LOI - - --.__ rP S87023'0.65 I - - -- z1oP N � I I o 0 I 3 I LOT 7 0 o 8350.98 SQ FT z3 0.19 ACRES r I it I a -- ------ -_,PS87°22'5-.35-- -' P I I I I I o O V -----_----�i�LO -� ---- -- 3 i LOT 8 8384.41 SQ FT 0.19 ACRES I Qo NV N � O Q j I < 00 I O N Z W J � >_ c Y w LU � � d Q N I I 0 w �- U I I -M----M--_--Py1 __- M---M---M---M- I M E S GRAPHIC SCALE 1"=20' 20 0 20 40 I Owo j0oo ozo0 O w > vZa �O4tQ � LU N W W v7 0 UC)UN O�Q J w m � w S87023'03"E 124.14 o Z O OmoCD _ _Z UJO[ N'IT Y v> * U LU 00 J O W U Q w I S87°23'03"E 45.00 o i li zoo I CN Co �00 I wwOCJ <00 ��Q wow =mow w'7tU 0M z ^� w 0 I L�L O = CE,� �WU I 0UN a I Z I w I � _-_--- ,p S87°23'0_ 6 - - --- --�- -'P W N I U W P_ I W W w IO�wwIJ w� Lu ,Q 0 CL C)�0O"I wW ti �owoowo� �Q COD a' LLI CowIIo a- i od o uj � o C1 Im I I o ww uJ 0-0 wN wC\j cc,04 < I >r 'vw I< IvwLz V V af ,<Z a 0 U O 2 I ° Z I 0U 0 � U I Z Z w I I U I I Z w o O O N (� �a IzQ z¢ Ya_ I zQ^ �w I Yw ► Yw z00 0 ° ]C U 0 w mow J CD (� �oQ Z m Z 0 :tt Z new � J CL w / SUN Z o jCL- U 0 uj 0 t��{� PROJECT'"' i - ii,41dJWDL7D L,nl � w' t, s 5 3 T o 97'tt 0 ©' LOCATION !��,sir`, / 3' / i9t ti{ � .i ° 170 6) 9 ,D •.,ari 192 1 /a 1 �y--�. t 70+i a'. t 7-i1.'�1� tL I Q(}!2-cti) '( 6C3Q� 7 t _ . tJ �JI- ��o �70 toto; ol.,,i° 4 I N K S 1 �. f = _ ' _ ---i JESS GRIFFIN, PE, CFM RAIN coo ttD --- 5 KINGSTON DRIVE _ LITTLE ROCK, AR 72227 114 tfi f t$ I R R CT L L T O N � --- -- TEL (501) 690 3456 r 12Ila jggriffinpe@gmail.com -� tsaztt�a-�,sa) f 1602 1ta5-2 r ,02('16 ` 7 10 I I I if 302;t73�, 970f1 161 �jGb 0'. �'' - "._ PiCi(L RING LN Yt602(177 601 02(t89- 8 plcx�+Rtr�Gl'u4, _ y A 11 tJ ;61 6 j 4+ E I I L 'A 5 NIA PleasantPQlrrreA/�rs Z j 150211128-231 t5(p{t1fi-2231 0 A I Nf= U VICINITY MAP LULU 0 CERTIFICATE OF OWNER WE, THE UNDERSIGNED, OWNERS OF THE REAL ESTATE SHOWN AND DESCRIBED HEREIN, DO HEREBY CERTIFY THAT WE HAVE LAID OFF, PLATTED AND SUBDIVIDED, AND DO HEREBY LAY OFF, PLAT AND SUBDIVIDE SAID REAL ESTATE IN ACCORDANCE WITH THIS PLAT. DATE JOYTILAL 112 HUNTER GREEN CREEK Little Rock, AR 72211 SOURCE OF TITLE. D.R. 2021 PAGE 059158 INSTRUMENT NO. 2021059158 CERTIFICATE OF PRELIMINARY PLAT APPROVAL PURSUANT TO THE LITTLE ROCK SUBDIVISION RULES AND REGULATIONS, AND ALL OF THE CONDITIONS OF APPROVAL HAVING BEEN COMPLETED, THIS DOCUMENT IS HEREBY ACCEPTED. THIS CERTIFICATE IS HEREBY EXECUTED UNDER THE AUTHORITY OF SAID RULES AND REGULATIONS. DATE PLANNING DIRECTOR CITY OF LITTLE ROCK CERTIFICATE OF RECORDING SIGNED TERRI HOLLONGSWORTH PULASKI COUNTY CIRCUIT CLERK SOLID SODDING CERTIFICATE OF PRELIMINARY ENGINEERING ACCURACY I, JESS GRIFFIN, HEREBY 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 JESS GRIFFIN PROFESSIONAL ENGINEER, AR NO. 17170 CERTIFICATE OF PRELIMINARY SURVEYING ACCURACY I, WILLIAM A. SMITH, HEREBY CERTIFY THAT THIS PLAT CORRECTLY REPRESENTS A BOUNDARY SURVEY MADE OR VERIFIED 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. 9/10/21 DATE WM. ALLEN SMITH PROFESSIONAL SURVEYOR NO. 1095, AR OVERALL TRACT DESCRIPTION: LOTS 1 & 2, WALLS REPLAT, BLOCK TILFREY'S ADDITION, PULASKI COUNTY, ARKANSAS, AND SOUTH 20 FEET AND EAST 20 FEET FORMERLY STREETS NOW CLOSED. FLOOD STATEMENT: GRAPHIC PLOTTING OF THE INFORMATION SHOWN ON FLOOD INSURANCE RATE MAP NO. 05119C0312G, DATED JULY 6, 2015 INDICATES THAT ALL OF THE PROPERTY SHOWN HEREON LIES WITHIN ZONE X AND IS NOT WITHIN A SPECIAL FLOOD HAZARD AREA. GENERAL NOTES 1. ALL FRONT BUILDING SETBACKS ARE 15.0'. ALL REAR YARD SETBACKS ARE 150". ALL SIDE YARD SETBACKS ARE 50". 2. PROPERTY IS ZONED'R2'. AND WILL BE USED FOR RESIDENTIAL HOUSING. 3. THE ACCESS EASEMENTS, LAKES, WALKING PATHS AND ALL OPEN SPACE TRACTS SHALL BE OWNED AND MAINTAINED BY THE CITY OF LITTLE ROCK. 4. ALL LOTS ARE INTENDED TO BE SOLD AS SINGLE FAMILY HOUSING. 5. RESIDENTIAL FLOOR ELEVATIONS MUST BE TO" ABOVE THE 100 YEAR FLOOD AND AT LEAST V-0" ABOVE FINISHED GRADE. 6. WATER WILL BE SUPPLIED BY CENTRAL ARKANSAS WATER. 7. WASTEWATER DISPOSAL WILL BE BY LITTLE ROCK WATER RECLAMATION AUTHORITY. 8. A SOILS ANALYSIS TO DETERMINE FINAL ROADWAY PAVEMENT SECTION SHALL BE PERFORMED PRIOR TO APPROVAL OF CONSTRUCTION DOCUMENTS. 9. CONTRACTOR TO REPAIR OR REPLACE ANY CURB, GUTTER, SIDEWALK AND ACCESS RAMPS THAT ARE DAMAGED AND NOT IN COMPLIANCE WITH ADA RECOMMENDATIONS IN THE PUBLIC RIGHT-OF-WAY PRIOR TO OCCUPANCY. P W-22 26' B-B 3" ASPHALT WEARING SURFACE CONSTRUCTED SUBGRADE AT 95% MODIFY PROCTOR DENSITY. GENERAL PAVING NOTES UTILITY PROVIDERS: 1. IN AREAS TO RECEIVE BITUMINOUS PAVING, CONCRETE DRIVEWAYS, OR CURB - AND GUTTER, SUBGRADE SHALL BE COMPACTED TO A DENSITY NOT LESS THAN 95% P7. NATURAL GAS OF MAXIMUM DENSITY OBTAINED AT OPTIMUMMOISTURE CONTENT. (AASHTO T-180. r CenterPoint Energy, 401 W Capitol Ave, Little 2. FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS, t� Rock AR 72201 Phone: (800) 922-7552 SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90% MAXIMUM. (AASHTO T-180). WATER 3. CRUSHED STONE -MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A Central Arkansas Water, 221 E Capitol Ave, Little DENSITY OF 100% MAXIMUM (AASHTO T-191). Rock, AR 72203 Phone: (501) 372-5161 4. CENTERLINE PROFILE WILL REQUIRE HEIGHT GREATER THAN CURB FOR SOME SEWER STREETS TO MAINTAIN 2% CROSS -SLOPE. Little Rock Water Reclamation Authority, 11 Clearwater Dr, Little Rock, AR 72204 THICKNESS SHALL BE DETERMINED BY SOILTEST AND PAVEMENT DESIGN Phone: (501) 688-1409 IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS. 20'-0" PAVEMENT FOR ELECTRIC MINOR RESIDENTIAL WHERE APPROVED BY CITY, Entergy Arkansas, 425 W Capitol Ave, Little Rock, AR 72201 Phone: (800) 368-3749 *NOTE: PAVEMENT RECONSTRUCTION TO CENTERLINE IS REQUIRED WHEN EXISTING STREET DOES NOT MEET THESE S-ANDARDS. CLASS 3 OR 4 CURB & GUTTER STREET WIDENING EXISTING STREET WIDENING EXISTING * w Z O N CN n ce > Q Q n Z 0ZD J OOU Q >�� � J 04 ,� C14 U w O 0 O w J J Z Q 0 2 JOB NO.: 2021-005 VERTICAL SAW DATE: 9/ 10/21 CUT 1' MIN FROM EXISTING EDGE. DRAWN BY: jgg SHEET NUMBER: C:\Users\Jess Griffin\Desktop\projects\Rainwood Dr\rainwood valley-base.dwg