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HomeMy WebLinkAboutZ-8037 Map 4I WEST 31st ST exist 8" son sewer main — _ (40' ROW) �exist edge pavement I — I N 87°55'56" tY _- } 107.55' I I I ,-4 I � � o w `? �CAPE (TYP) oN II -3' 27' 20' z I INDOOR AREA I PARKING I OFFICE �I I —26,1' �I (TOi BLDG AREA =2,93b SF) .0 V) w _ 1zo / I I NCH 4I UNDEVELOPED CL (2 BAYS)' I ZONED "R-2rr c I I I I yl z v16 I 0 20' I , o w �I h 00 0 o z i NI g ® I° 65.0' CHIS AREA TO BE FILLED I o Q ZD SEGMENTAL BLOCK no /RETAINING WALL - x I I , t -t0 7 I – u f.n n wi � p 7_ a U I� o O N II O� a- I---46.6 rr`r° N 8-r$'56" if �t'�• 10864' 24,01'. o •O � t — exist curb andutter — � __,exist curb and gutter_-_ — _ — _ - --- ----- LEGAL DESCRIPTIO! 20 0 20 - - Scale 1 " = 20 ft PART OF LOTS 7, 8, 9, 10, 11 AND 12, BLOCK 148 JOHN BARROW ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, LESS AND EXCEPT RIGHT—OF—WAY FOR JOHN BARROW ROAD AND WEST 32ND STREET, ALL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF LOT 7, BLOCK 148, JOHN BARROW ADDITION, THENCE 501'35'49"W, ALONG THE EAST LINE OF LOTS 7 THROUGH 12, 283.0 FT. TO A POINT ON THE NORTH RIGHT—OF—WAY LINE OF WEST 32ND STREET; THENCE N87'55'56"W, ALONG SAID NORTH RIGHT—OF—WAY LINE OF WEST 32ND STREET, 103.64 FT. TO A POINT ON THE EASTERLY RIGHT—OF—WAY LINE OF JOHN BARROW ROAD; THENCE ALONG THE EASTERLY RIGHT—OF—WAY LINE OF JOHN BARROW ROAD, THE FOLLOWING BEARINGS AND DISTANCES: N41'22'30"W, 13.62 FT.; N01'40'15"E, 30.00 FT.; N06'14'41"E, 50.16 FT.; N05'10'19"W, 50.36 FT.; N01'40'15"E, 50.00 FT.; N09'38'25"E, 50.49 FT.; N01'41'49"E, 43.07 FT. TO A POINT ON THE SOUTH RIGHT—OF—WAY LINE OF WEST 31ST STREET; THENCE S8T55'56"E, ALONG SAID SOUTH RIGHT—OF—WAY LINE OF WEST 31ST STREET, 107.55 FT. TO THE POINT OF BEGINNING. ALL TOPOGRAPHIC INFORMATION WAS PROVIDED BY THE CITY OF wm ._..LIZTLE ROCK'S P.A.G.I.S I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH ESTABLISHED PROPERTY LINES. THERE ARE NO APPARENT ENCROACHMENTS EXCEPT AS SHOWN. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. Paul M. White, PLS #1281 Ark GENERAL NOTES: 1. All site lighting shall be 30' Tall Pole Lights w/ 1000 watt Metal Halide shielded downward and into the site. Site lighting will be illuminated all night. Car Wash site will be monitored 24 hr/ 7 days. Employee is automatically paged if malfunction w/ equipment. 2. There is no proposed fencing. 3. Synopsis: Land Area 0.72 AC Building Area 1,600 SF CAR WASH) 2,930 SF OFFICE & DETAIL SHOP) 4. Building height is 22'-3" (CAR WASH) 5. The Car Wash building structure is concrete block & glazed block - The veneer of the building i5 EIFS & simulated stone. The roof system is wood truss 7/12 pitch w/ OSB decking & simulated slate shingles. 6. Car Wash Building will have neon signage. CAR WASH Hours of Operation: Automatic 24 hours days a week Employee — 1 Part Time Employee OFFICE & DETAIL SHOP Hours of Operation: 8 am — 6 pm/ Mon—Sat Employee — 3 Employee Parking — 11 spaces OWNER /DEVELOPER: GREG KING — RIVERFRONT DETAILS 2420 CANTRELL ROAD LITTLE ROCK, ARKANSAS 72202 PHONE: 501-280-0026 ® WHITE—DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT. SURVEYING r� 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 PLANNED COMMERCIAL DEVELOPMENT 60 a��ir✓ Qon LITTLE roci< PLANNING COMI" t,.idU JOHN BARROW ROAD AUTOMATIC WASH Revised 4-26-06 Date 4-3-06 Hor. Vert. Scale 1"=20' Sheet of r Survey By Drew¢ By: I Checked By. I Approved By i LITTLE ROCK, ARKANSAS I Job No WEST 28TH T ;j0 I z 35 FT PYLON MAX. ALLOWED BY � © 5 m O z WEST 31ST ST 0 f WEST 32ND ST THIS SITE VICINITY MAP �O GRDINi, i C E 0I0 e3 00 WALL HEIGHT___-AP_PR0XIMAT ELY -1 2 FT I X Q) I Ili I j I Cr I � II I' I I I I III I I I i C I I dI 3: e 0 c NI I DUMPSTER WITH REQUIRED SCREENING ca o I rn op E S V) exist 8"water main � .O 9.0, _ -- 17' L ` �I I 6' WOOD SCREENING FENCE ON ENTIRE EAST SIDE � I I I a SPLASH C MASH > I I I o <N 24.0' r Q Z L7 24.0' /PROPOSED 24"CULVERT o C; Q a w a a x r, � I za ZD SEGMENTAL BLOCK no /RETAINING WALL - x I I , t -t0 7 I – u f.n n wi � p 7_ a U I� o O N II O� a- I---46.6 rr`r° N 8-r$'56" if �t'�• 10864' 24,01'. o •O � t — exist curb andutter — � __,exist curb and gutter_-_ — _ — _ - --- ----- LEGAL DESCRIPTIO! 20 0 20 - - Scale 1 " = 20 ft PART OF LOTS 7, 8, 9, 10, 11 AND 12, BLOCK 148 JOHN BARROW ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, LESS AND EXCEPT RIGHT—OF—WAY FOR JOHN BARROW ROAD AND WEST 32ND STREET, ALL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF LOT 7, BLOCK 148, JOHN BARROW ADDITION, THENCE 501'35'49"W, ALONG THE EAST LINE OF LOTS 7 THROUGH 12, 283.0 FT. TO A POINT ON THE NORTH RIGHT—OF—WAY LINE OF WEST 32ND STREET; THENCE N87'55'56"W, ALONG SAID NORTH RIGHT—OF—WAY LINE OF WEST 32ND STREET, 103.64 FT. TO A POINT ON THE EASTERLY RIGHT—OF—WAY LINE OF JOHN BARROW ROAD; THENCE ALONG THE EASTERLY RIGHT—OF—WAY LINE OF JOHN BARROW ROAD, THE FOLLOWING BEARINGS AND DISTANCES: N41'22'30"W, 13.62 FT.; N01'40'15"E, 30.00 FT.; N06'14'41"E, 50.16 FT.; N05'10'19"W, 50.36 FT.; N01'40'15"E, 50.00 FT.; N09'38'25"E, 50.49 FT.; N01'41'49"E, 43.07 FT. TO A POINT ON THE SOUTH RIGHT—OF—WAY LINE OF WEST 31ST STREET; THENCE S8T55'56"E, ALONG SAID SOUTH RIGHT—OF—WAY LINE OF WEST 31ST STREET, 107.55 FT. TO THE POINT OF BEGINNING. ALL TOPOGRAPHIC INFORMATION WAS PROVIDED BY THE CITY OF wm ._..LIZTLE ROCK'S P.A.G.I.S I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH ESTABLISHED PROPERTY LINES. THERE ARE NO APPARENT ENCROACHMENTS EXCEPT AS SHOWN. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. Paul M. White, PLS #1281 Ark GENERAL NOTES: 1. All site lighting shall be 30' Tall Pole Lights w/ 1000 watt Metal Halide shielded downward and into the site. Site lighting will be illuminated all night. Car Wash site will be monitored 24 hr/ 7 days. Employee is automatically paged if malfunction w/ equipment. 2. There is no proposed fencing. 3. Synopsis: Land Area 0.72 AC Building Area 1,600 SF CAR WASH) 2,930 SF OFFICE & DETAIL SHOP) 4. Building height is 22'-3" (CAR WASH) 5. The Car Wash building structure is concrete block & glazed block - The veneer of the building i5 EIFS & simulated stone. The roof system is wood truss 7/12 pitch w/ OSB decking & simulated slate shingles. 6. Car Wash Building will have neon signage. CAR WASH Hours of Operation: Automatic 24 hours days a week Employee — 1 Part Time Employee OFFICE & DETAIL SHOP Hours of Operation: 8 am — 6 pm/ Mon—Sat Employee — 3 Employee Parking — 11 spaces OWNER /DEVELOPER: GREG KING — RIVERFRONT DETAILS 2420 CANTRELL ROAD LITTLE ROCK, ARKANSAS 72202 PHONE: 501-280-0026 ® WHITE—DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT. SURVEYING r� 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 PLANNED COMMERCIAL DEVELOPMENT 60 a��ir✓ Qon LITTLE roci< PLANNING COMI" t,.idU JOHN BARROW ROAD AUTOMATIC WASH Revised 4-26-06 Date 4-3-06 Hor. Vert. Scale 1"=20' Sheet of r Survey By Drew¢ By: I Checked By. I Approved By i LITTLE ROCK, ARKANSAS I Job No WEST 28TH T ;j0 I II I I I o � O w N m O z WEST 31ST ST 0 0 WEST 32ND ST THIS SITE VICINITY MAP �o SCALE 1"=1000' ZD SEGMENTAL BLOCK no /RETAINING WALL - x I I , t -t0 7 I – u f.n n wi � p 7_ a U I� o O N II O� a- I---46.6 rr`r° N 8-r$'56" if �t'�• 10864' 24,01'. o •O � t — exist curb andutter — � __,exist curb and gutter_-_ — _ — _ - --- ----- LEGAL DESCRIPTIO! 20 0 20 - - Scale 1 " = 20 ft PART OF LOTS 7, 8, 9, 10, 11 AND 12, BLOCK 148 JOHN BARROW ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, LESS AND EXCEPT RIGHT—OF—WAY FOR JOHN BARROW ROAD AND WEST 32ND STREET, ALL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF LOT 7, BLOCK 148, JOHN BARROW ADDITION, THENCE 501'35'49"W, ALONG THE EAST LINE OF LOTS 7 THROUGH 12, 283.0 FT. TO A POINT ON THE NORTH RIGHT—OF—WAY LINE OF WEST 32ND STREET; THENCE N87'55'56"W, ALONG SAID NORTH RIGHT—OF—WAY LINE OF WEST 32ND STREET, 103.64 FT. TO A POINT ON THE EASTERLY RIGHT—OF—WAY LINE OF JOHN BARROW ROAD; THENCE ALONG THE EASTERLY RIGHT—OF—WAY LINE OF JOHN BARROW ROAD, THE FOLLOWING BEARINGS AND DISTANCES: N41'22'30"W, 13.62 FT.; N01'40'15"E, 30.00 FT.; N06'14'41"E, 50.16 FT.; N05'10'19"W, 50.36 FT.; N01'40'15"E, 50.00 FT.; N09'38'25"E, 50.49 FT.; N01'41'49"E, 43.07 FT. TO A POINT ON THE SOUTH RIGHT—OF—WAY LINE OF WEST 31ST STREET; THENCE S8T55'56"E, ALONG SAID SOUTH RIGHT—OF—WAY LINE OF WEST 31ST STREET, 107.55 FT. TO THE POINT OF BEGINNING. ALL TOPOGRAPHIC INFORMATION WAS PROVIDED BY THE CITY OF wm ._..LIZTLE ROCK'S P.A.G.I.S I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH ESTABLISHED PROPERTY LINES. THERE ARE NO APPARENT ENCROACHMENTS EXCEPT AS SHOWN. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. Paul M. White, PLS #1281 Ark GENERAL NOTES: 1. All site lighting shall be 30' Tall Pole Lights w/ 1000 watt Metal Halide shielded downward and into the site. Site lighting will be illuminated all night. Car Wash site will be monitored 24 hr/ 7 days. Employee is automatically paged if malfunction w/ equipment. 2. There is no proposed fencing. 3. Synopsis: Land Area 0.72 AC Building Area 1,600 SF CAR WASH) 2,930 SF OFFICE & DETAIL SHOP) 4. Building height is 22'-3" (CAR WASH) 5. The Car Wash building structure is concrete block & glazed block - The veneer of the building i5 EIFS & simulated stone. The roof system is wood truss 7/12 pitch w/ OSB decking & simulated slate shingles. 6. Car Wash Building will have neon signage. CAR WASH Hours of Operation: Automatic 24 hours days a week Employee — 1 Part Time Employee OFFICE & DETAIL SHOP Hours of Operation: 8 am — 6 pm/ Mon—Sat Employee — 3 Employee Parking — 11 spaces OWNER /DEVELOPER: GREG KING — RIVERFRONT DETAILS 2420 CANTRELL ROAD LITTLE ROCK, ARKANSAS 72202 PHONE: 501-280-0026 ® WHITE—DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT. SURVEYING r� 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 PLANNED COMMERCIAL DEVELOPMENT 60 a��ir✓ Qon LITTLE roci< PLANNING COMI" t,.idU JOHN BARROW ROAD AUTOMATIC WASH Revised 4-26-06 Date 4-3-06 Hor. Vert. Scale 1"=20' Sheet of r Survey By Drew¢ By: I Checked By. I Approved By i LITTLE ROCK, ARKANSAS I Job No I E I II I I I oI �I stt� eXt N II I 41 I I I I I I � I I �o 0I0 e3 00 I X Q) I Ili I j I I � II I' I I I I III I I I i C I I dI 3: 0 c NI I ZD SEGMENTAL BLOCK no /RETAINING WALL - x I I , t -t0 7 I – u f.n n wi � p 7_ a U I� o O N II O� a- I---46.6 rr`r° N 8-r$'56" if �t'�• 10864' 24,01'. o •O � t — exist curb andutter — � __,exist curb and gutter_-_ — _ — _ - --- ----- LEGAL DESCRIPTIO! 20 0 20 - - Scale 1 " = 20 ft PART OF LOTS 7, 8, 9, 10, 11 AND 12, BLOCK 148 JOHN BARROW ADDITION TO THE CITY OF LITTLE ROCK, PULASKI COUNTY, ARKANSAS, LESS AND EXCEPT RIGHT—OF—WAY FOR JOHN BARROW ROAD AND WEST 32ND STREET, ALL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGIN AT THE NORTHEAST CORNER OF LOT 7, BLOCK 148, JOHN BARROW ADDITION, THENCE 501'35'49"W, ALONG THE EAST LINE OF LOTS 7 THROUGH 12, 283.0 FT. TO A POINT ON THE NORTH RIGHT—OF—WAY LINE OF WEST 32ND STREET; THENCE N87'55'56"W, ALONG SAID NORTH RIGHT—OF—WAY LINE OF WEST 32ND STREET, 103.64 FT. TO A POINT ON THE EASTERLY RIGHT—OF—WAY LINE OF JOHN BARROW ROAD; THENCE ALONG THE EASTERLY RIGHT—OF—WAY LINE OF JOHN BARROW ROAD, THE FOLLOWING BEARINGS AND DISTANCES: N41'22'30"W, 13.62 FT.; N01'40'15"E, 30.00 FT.; N06'14'41"E, 50.16 FT.; N05'10'19"W, 50.36 FT.; N01'40'15"E, 50.00 FT.; N09'38'25"E, 50.49 FT.; N01'41'49"E, 43.07 FT. TO A POINT ON THE SOUTH RIGHT—OF—WAY LINE OF WEST 31ST STREET; THENCE S8T55'56"E, ALONG SAID SOUTH RIGHT—OF—WAY LINE OF WEST 31ST STREET, 107.55 FT. TO THE POINT OF BEGINNING. ALL TOPOGRAPHIC INFORMATION WAS PROVIDED BY THE CITY OF wm ._..LIZTLE ROCK'S P.A.G.I.S I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY SHOWN AND DESCRIBED HEREON. PROPERTY LINES ARE LOCATED IN ACCORDANCE WITH ESTABLISHED PROPERTY LINES. THERE ARE NO APPARENT ENCROACHMENTS EXCEPT AS SHOWN. NO PORTION OF THIS PROPERTY IS LOCATED WITHIN THE 100 YEAR FLOOD BOUNDARY AS SHOWN ON THE FLOODWAY, FLOOD BOUNDARY AND FLOOD INSURANCE WORK MAP FOR PULASKI COUNTY, ARKANSAS. Paul M. White, PLS #1281 Ark GENERAL NOTES: 1. All site lighting shall be 30' Tall Pole Lights w/ 1000 watt Metal Halide shielded downward and into the site. Site lighting will be illuminated all night. Car Wash site will be monitored 24 hr/ 7 days. Employee is automatically paged if malfunction w/ equipment. 2. There is no proposed fencing. 3. Synopsis: Land Area 0.72 AC Building Area 1,600 SF CAR WASH) 2,930 SF OFFICE & DETAIL SHOP) 4. Building height is 22'-3" (CAR WASH) 5. The Car Wash building structure is concrete block & glazed block - The veneer of the building i5 EIFS & simulated stone. The roof system is wood truss 7/12 pitch w/ OSB decking & simulated slate shingles. 6. Car Wash Building will have neon signage. CAR WASH Hours of Operation: Automatic 24 hours days a week Employee — 1 Part Time Employee OFFICE & DETAIL SHOP Hours of Operation: 8 am — 6 pm/ Mon—Sat Employee — 3 Employee Parking — 11 spaces OWNER /DEVELOPER: GREG KING — RIVERFRONT DETAILS 2420 CANTRELL ROAD LITTLE ROCK, ARKANSAS 72202 PHONE: 501-280-0026 ® WHITE—DATERS & ASSOCIATES, INC. CIVIL ENGINEERING, LAND PLANNING & DEVELOPMENT. SURVEYING r� 24 RAHLING CIRCLE LITTLE ROCK, ARKANSAS 72223 PLANNED COMMERCIAL DEVELOPMENT 60 a��ir✓ Qon LITTLE roci< PLANNING COMI" t,.idU JOHN BARROW ROAD AUTOMATIC WASH Revised 4-26-06 Date 4-3-06 Hor. Vert. Scale 1"=20' Sheet of r Survey By Drew¢ By: I Checked By. I Approved By i LITTLE ROCK, ARKANSAS I Job No