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Home My WebLink AboutS-1649-B Map 6Al. a i .. :.::..:. / a-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ 00 c) 8'THICK CONC.APRON DEDICATED ROW 0.390 AC. ?� FUTURE ACCESS \ a m ,p TYP.UPRIGHT CURB !+' 5'CONC.SIOEYIALK & ROADWAY o ¢ m w I DEDICATED RORi 0.403 AC. D$1'A�.�14/0.04 Fo RI S'I�II�I'H I.AI�E oo EXTENSION 0 a o �N 0 c � S89'45' 50' Q 558. 93' a mI aPi $ASPHALT PAVING-� z 1� GRAVELEFIRE IA e � 5'CONC.SIDEWALK DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - mEn . _...... ...... _.. _ - ---------------------------- TURN -AROUND .. ....... ................... .... m a SIP SIP ....... .. ' ... '. .................. - c S89 45 6N 271.46 - S89 45 50.E. 283.00.... / o': OPEN.'SPACE-TRACT 'A' 0:067:ACRES. OPEN SPACE TRACT '' B 0:065 ACRES \ _ SIP � U W FOB - LOT 5 0 W POB - LOT 6 N o C�tTMCATE OF PR)lLUMIARY PLAT APPROVAL N89°45'S0"W 562.46' o a o CEO C & FRANCES MARTIN o ZONED C-3 C oo All requiremerts of the Little Pock Subdivision Rules and Regulations PM 0 om relative to tre ereparation and submittal to a preliminary plat have been om CRTOCATEOFPRUR&RARYSURVEmGACCURACY U z N90'00'00"E fulfilled, apc, val of this plat is hereby granted, subject to further o = 598.63' provisions of said rules and regulations. This certificate shall expire on N90'00'00 E I, Robert D. Holloway, hereby certify that this plat correctly represents and boundary markers shown represents a boundary survey made under m sups hereon actually exist and their locations, type and material are correctly .ti 878.10' p Y Y Y p E 18" DIA PRECAST SPHERE y Z F.i"PIPE F.1"PIPE d2' DIA PRECAST SPHERE filed for record in the offices of the state surveyor and the county circu u SE COR,SW1/4,NE1/4, Date of Execution Chairman, Little Rock SECOR,SW1/4,NE1/4, PRECAST CONCRETE CAP .,, METAL FENCE PANELS Ir SEC.3,ML.CO.,AR Planning Commission SEC.3JyM.00.,AR - '�, 444ffP`rf44'r 44P44444444 Date of Execution ROBERT D HOLLO V rd m ACREAGE PER 40 u) SE 1/4, NE 1/4, SECTION 3 5.742 ACRES L TOTAL 5.742 ACRES a LEGEND as •n FOUND IRON PIN O FIP � SET IRON PIN - i/2"REBAR WITH CAP • SIP m CONCRETE MONUMENT O CM rO CENTERLINE OF ROAD - C RIGHT OF WAY - - - - 0 LOT LINES 0 N ti f FENCE LINES -X-X- 000 EASEMENT LINE - - - - - - - - - N Cu ELECTRIC LINE E E N �, O SEWER LINE o WATER LINE W W J 36'-0" BC TO BC EDGE OF PAVEMENT -O, 32'-0" PAVEMENT CLASS 3 OR 4 3" ASPHALT (E PROFILE GRADE /CURB 6 GUTTER WEARING SURFACE , / 9' CLASS 7 BASE COURSE AT 100% COMPACTED SUBGRADE MODIFIED PROCTOR DENSITY AT 95% MODIFY PROCTOR DENSITY. GENERAL NOTES OVER &EOTECH FABRIC IN AREAS TO RECEIVE BITUMINOUS PAVING CONCRETE DRIVEWAYS OR CURB AND GUTTER SUBGRADE 1 R DE SHALL BE COMPACTEC TO A DENSITY NOT LESS THAN 95% OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONVENT. (AASHTO T-180) 2. FOR AREAS OF SUBGRADE PREPARATION TO RECEIVE CONCRETE SIDEWALKS, SUBGRADE SHALL BE COMPACTED TO A DENSITY OF 90% MAXIMUM. AASHTO T-180 . CRUSHED STONE MATERIAL IN EACH COURSE SHALL BE COMPACTED TO A DENSITY OF 100% MAXIMUM - 3.(AASHTO T 191). 4. CENTERLINE PROFILE WILL REDUIRE HEIGHT GREATER THAN CURB FORSOME STREETS TO MAINTAIN 2% MINIMUM CROSS -SLOPE. 5, THICKNESS SHALL BE DETERMINED BY SOIL TEST AND PAVEMENT DESIGN IF REQUIRED BY DEPARTMENT OF PUBLIC WORKS. TYPICAL STREET DETAIL SOLID SODDING m SIG BRICK TYPICAL FENCE DETAIL WAY REGISTERED LAND SURVEYOR NO, 53, ARKANSAS CRMCATE OF FRELIIA MY ENGIlagmNNG ACCURACY I, Robert D. Holloway hereby certify that this plat correctly represents a plan made by me and that the engineering requirements of the North Little Rock Subdivision Rules and Regulations have been complied with Date of Execution General Notes: i. There will be approximately 559 feet of new road construction 2. No designated wetlands lie on the Property. 3. All Lots will a tie 'o th e he Little Rock Wastewater d e ater Sewer Systems ms and Central Arkansa s Water. 4. All disturbed areas`tc be seeded, fertilized, watered and mulched. 5. All disturbed areas must be sodded. One 1-1/2' tree per every 2 units. Six 1-gallon shrub•§ per unit. 6. All new streets shall have street lighting and signage per Little Rock Standards. w. 7. All first floor finished elevations to be minimum 1'-0' above the 100 year flood elevation. 8. All driveways in the right of way shall be paved concrete, all drain pipe in the right of way to be RCP 9. All dum sters within - p to be Wl hin a brick, gated enclosure. 10. All future phases and street/infrastructure improvements to be completed as each lot is final platted. ii. An 80' diameter temporary gravel turn -around shall be provided at the end of each phases Of roadway constructiop. 12. There are 201 total parking spaces, 12 ADA spaces. LII= ROCK, IFULASE1 COU=, ARKMSAS DECEMBER 14, 2010 Uo-�$(�4ZONED C-3 Lands lying in the Southeast 1/4 of the Northeast Quarter of Section 3 in Township 1 South, Range 13 West, Pulaski County, Arkansas more particularly described as follows: Commencing at a found i' pipe at the southeast corner of SW 1/4, NE 1/4 of said Section 3; thence North 90 degrees 00 minutes 00 seconds East 598.63 feet; thence North 00 degrees 00 minutes 00 seconds East 350.59 feet to the point of beginning; thence North 00 degrees 14 minutes 07 seconds East 444.69 feet; thence South 69 degrees 45 minutes 51 seconds East 292.46 feet; thence South 00 degrees 14 minutes 07 seconds West 444.69 feet; thence North 89 degrees 45 minutes 50 seconds West 292.46 feet to the point of beginning containing 2,986 Less and except the following Right of Way Dedication for Richsmith Lane Commencing at a found i' pipe at the southeast corner of SW 114, NE 1/4 of said Section 3; thence North 90 degrees 00 minutes 00 seconds East 598.68 feet; thence North 00 degrees 00 minutes 00 seconds East 350.59 feet; thence North 00 degrees 14 minutes 07 seconds East 10.00 feet to the point of beginning; thence North 00 degrees 14 minutes 07 seconds East 60.00 feet; thence South 89 degrees 45 minutes 51 seconds East 292.46 feet; thence South 00 degrees 14 minutes 07 seconds West 60.00 feet; thence North 89 degrees 45 minutes 50 seconds West 292.46 feet to the point of beginning containing 0.403 acres more or less. Legal Don -Lot 6 (Phase In Lands lying in the Southeast 1/4 of the Northeast Quarter of Section 3 in Township 1 South, Range 13 West, Pulaski County, Arkansas more particularly described as follows: Commencing at a found 1' pipe at the southeast corner of SW 1/4, NE 1/4 of said Section 3; thence North 90 degrees 00 minutes 00 seconds East 891.10 feet; thence North 00 degrees 00 minutes 00 seconds East 349.39 feet to the point of beginning; thence North 00 degrees 14 minutes 07 seconds East 444.69 feet; thence South 89 degrees 45 minutes 51 seconds East 283.00 feet; thence South 00 degrees 14 minutes 07 seconds West 444.69 feet; thence North 89 degrees 45 minutes 50 seconds West 283.00 feet to the point of beginning containing 2.889 Less and except the following Right of Way Dedication for Richsmith Lane Commencing at a found 1' pipe at the southeast corner of SW 1/41 NE 1/4 of said Section 3; thence North 90 degrees 00 minutes 00 seconds East 891.10 feet; thence North 00 degrees 00 minutes 00 seconds East 349.39 feet; thence North 00 degrees 14 minutes 07 seconds East 10.00 feet to the paint of beginning; thence North 00 degrees 14 minutes 07 seconds East 60.00 feet; thence South 89 degrees 45 minutes 51 seconds East 283.00 feet; thence South 00 degrees 14 minutes 07 seconds West 60.00 feet: thence North 89 degrees 45 minutes 50 seconds West 283.00 feet to the point of beginning containing 0.385 acres more or less. CEkTIFICATE OF OVJk= We, the undersigned, owners of the real estate shown and described herein, do h reby certify that we have laid off, platted and subdivided, and do plat y lay off, plat and subdivide said real estate in accordance with this Date of Execution Valley Estates at Mabelvale. L.P. 9800 Maumelle Boulevard Source of Title: North Little Rock, AR 72113 Instrument No, 2009045701 a bour�cary survey made under my supervision rvisi n and boundary markers shown shown. The plat has been surveyed and duly it cle t within the last (7) years. ROBERT D. HOLLOWAY REGISTERED PROFESSIONAL ENGINEER NO. 2335, ARKANSAS 9' f"1'-'1'-'I VA VA VA VANACCESSLBLE Se ( � IO�f ZUl L�� U Pe", '�, S URVE - CODE: 500 01S-13W-003-120-60-0083io NO POIN� � PARING 100RYEAREFLOODPLAINNASOSHOWN ONTHISOFEMACLUDED FLOOD INSURANCE RATE MAPIr050181092F, DATED 1/19/01. 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