HomeMy WebLinkAboutZ-4484-B-1 Map 3DEDICATED SATELLITE
EMPLOYEE PARKING -
4 SPACES
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N88'42'25"W 272.13'
EXISTING WAREHOUSE
IAPPROXIMATE F.FL. ELEV. = 284.0'
PROVIDE 3'x4'
DOOR PAD
(4- THK. CONC.)
4 O 15' SPACING
WASHINGTON HAWTHORN EXISTING DOOR
PAD TO REMAIN
BUILDING
ADDITION
(EXISTING)
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1111FA641p,p�
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- PRgTECTIVE
CONSTRUCTION
FENCING
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OC To AND
4 O 10' SPACING ° '� �\ N � C Q ;
PR E T SERNC
�WASHINGION HAWTHORN ,7]II Ott GAY MODIFIED 1t\�C,
I I'• o'', CURB & GUTTER r WM i
RETAINING WAL � � � CONCRETE PAVEMENT
(SEE DETAIL) I uw (SEE DETAILS FOR
VARIOUS AREA . . . . . . . . IE -
�: �n ® ® 0 0 -_ I THICKNESSES) . . . . . . -
+ EXISTING R ENING ® rIr�WJFL. ME C' N- , • . • . ,=30i /25/x. 10� :
J:30)
LEGAL DESCRIPTION
A TRACT OF LAND BEING PART OF THE W 112 OF THE SE 1/4 OF THE SW 1/4 OF SECTION 35; T -1—N, R -1—W,
PULASKI COUNTY, ARKANSAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NE CORNER OF THE SAID, W 112, SE 1/4, SW 1/4, OF SECTION 35; THENCE N88'42'25"W ALONG
THE NORTH LINE OF THE SAID W 1/2, SE 1/4, SW 1/4 OF SECTION 35, 272.15 FEET; THENCE S00'47'58"W 183.00
A FEET TO A POINT ON THE NORTHERLY RIGHT—OF—WAY LINE OF INTERSTATE HIGHWAY 30; THENCE N66'04'E ALONG THE
SAID NORTHERLY RIGHT—OF—WAY LINE OF INTERSTATE HIGHWAY 30, 299.55 FEET TO A POINT ON THE EAST LINE OF THF
I SAID W 1/2, SE 1/4, SW 1/4 OF SECTION 35; THENCE NOO'52' 1 6"E ALONG THE EAST LINE OF THE SAID TRACT OF
LAND CONTAINING 0.74 ACRES, MORE OR LESS.
" NOTES:
er
\ 3 ROWS OF RELOCATED
SILT FENCE y CHANNEL
RELOCATE EXISTING
13 SECTION OF V
`\\ CHANNEL DRAINAGE
WILLOW OAK
11 1 STD. 5 - /• - ' - 3 CURB TAPER /
=is' C9MPOUNLl ' .
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' PER STOPS . - . .
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"CONE ENTRANCE TO EXISTING
E OF PAVEMENT GRA9E5 i
L,EXYEND END AF EXISTING
48" RCP -12 L WITH F.E.S. -
NAINfA1N SLOPE)
DIRECTION,
(REMOVE HEAQWALL AND -
REPLACE ENP PIPE SECTION)
FOLLOW AFM STANDARDS - - AND SPEPFICATIONS -
15
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OC To AND
4 O 10' SPACING ° '� �\ N � C Q ;
PR E T SERNC
�WASHINGION HAWTHORN ,7]II Ott GAY MODIFIED 1t\�C,
I I'• o'', CURB & GUTTER r WM i
RETAINING WAL � � � CONCRETE PAVEMENT
(SEE DETAIL) I uw (SEE DETAILS FOR
VARIOUS AREA . . . . . . . . IE -
�: �n ® ® 0 0 -_ I THICKNESSES) . . . . . . -
+ EXISTING R ENING ® rIr�WJFL. ME C' N- , • . • . ,=30i /25/x. 10� :
J:30)
LEGAL DESCRIPTION
A TRACT OF LAND BEING PART OF THE W 112 OF THE SE 1/4 OF THE SW 1/4 OF SECTION 35; T -1—N, R -1—W,
PULASKI COUNTY, ARKANSAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NE CORNER OF THE SAID, W 112, SE 1/4, SW 1/4, OF SECTION 35; THENCE N88'42'25"W ALONG
THE NORTH LINE OF THE SAID W 1/2, SE 1/4, SW 1/4 OF SECTION 35, 272.15 FEET; THENCE S00'47'58"W 183.00
A FEET TO A POINT ON THE NORTHERLY RIGHT—OF—WAY LINE OF INTERSTATE HIGHWAY 30; THENCE N66'04'E ALONG THE
SAID NORTHERLY RIGHT—OF—WAY LINE OF INTERSTATE HIGHWAY 30, 299.55 FEET TO A POINT ON THE EAST LINE OF THF
I SAID W 1/2, SE 1/4, SW 1/4 OF SECTION 35; THENCE NOO'52' 1 6"E ALONG THE EAST LINE OF THE SAID TRACT OF
LAND CONTAINING 0.74 ACRES, MORE OR LESS.
" NOTES:
er
\ 3 ROWS OF RELOCATED
SILT FENCE y CHANNEL
RELOCATE EXISTING
13 SECTION OF V
`\\ CHANNEL DRAINAGE
WILLOW OAK
11 1 STD. 5 - /• - ' - 3 CURB TAPER /
=is' C9MPOUNLl ' .
CONCRETE C 8C G 2gg . . • . - /' - . . . . . . \
' PER STOPS . - . .
1'
_CL
1
\ �JFL=7fl 3t
' SAW CUT-STRTAIGHT MATCHING fi7 -
"CONE ENTRANCE TO EXISTING
E OF PAVEMENT GRA9E5 i
L,EXYEND END AF EXISTING
48" RCP -12 L WITH F.E.S. -
NAINfA1N SLOPE)
DIRECTION,
(REMOVE HEAQWALL AND -
REPLACE ENP PIPE SECTION)
FOLLOW AFM STANDARDS - - AND SPEPFICATIONS -
15
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SERVICE LINE
_O
Z
I LOCATIONS(S)
'-��- mI
1111FA641p,p�
1
- PRgTECTIVE
CONSTRUCTION
FENCING
I
OC To AND
4 O 10' SPACING ° '� �\ N � C Q ;
PR E T SERNC
�WASHINGION HAWTHORN ,7]II Ott GAY MODIFIED 1t\�C,
I I'• o'', CURB & GUTTER r WM i
RETAINING WAL � � � CONCRETE PAVEMENT
(SEE DETAIL) I uw (SEE DETAILS FOR
VARIOUS AREA . . . . . . . . IE -
�: �n ® ® 0 0 -_ I THICKNESSES) . . . . . . -
+ EXISTING R ENING ® rIr�WJFL. ME C' N- , • . • . ,=30i /25/x. 10� :
J:30)
LEGAL DESCRIPTION
A TRACT OF LAND BEING PART OF THE W 112 OF THE SE 1/4 OF THE SW 1/4 OF SECTION 35; T -1—N, R -1—W,
PULASKI COUNTY, ARKANSAS AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE NE CORNER OF THE SAID, W 112, SE 1/4, SW 1/4, OF SECTION 35; THENCE N88'42'25"W ALONG
THE NORTH LINE OF THE SAID W 1/2, SE 1/4, SW 1/4 OF SECTION 35, 272.15 FEET; THENCE S00'47'58"W 183.00
A FEET TO A POINT ON THE NORTHERLY RIGHT—OF—WAY LINE OF INTERSTATE HIGHWAY 30; THENCE N66'04'E ALONG THE
SAID NORTHERLY RIGHT—OF—WAY LINE OF INTERSTATE HIGHWAY 30, 299.55 FEET TO A POINT ON THE EAST LINE OF THF
I SAID W 1/2, SE 1/4, SW 1/4 OF SECTION 35; THENCE NOO'52' 1 6"E ALONG THE EAST LINE OF THE SAID TRACT OF
LAND CONTAINING 0.74 ACRES, MORE OR LESS.
" NOTES:
er
\ 3 ROWS OF RELOCATED
SILT FENCE y CHANNEL
RELOCATE EXISTING
13 SECTION OF V
`\\ CHANNEL DRAINAGE
WILLOW OAK
11 1 STD. 5 - /• - ' - 3 CURB TAPER /
=is' C9MPOUNLl ' .
CONCRETE C 8C G 2gg . . • . - /' - . . . . . . \
' PER STOPS . - . .
1'
_CL
1
\ �JFL=7fl 3t
' SAW CUT-STRTAIGHT MATCHING fi7 -
"CONE ENTRANCE TO EXISTING
E OF PAVEMENT GRA9E5 i
L,EXYEND END AF EXISTING
48" RCP -12 L WITH F.E.S. -
NAINfA1N SLOPE)
DIRECTION,
(REMOVE HEAQWALL AND -
REPLACE ENP PIPE SECTION)
FOLLOW AFM STANDARDS - - AND SPEPFICATIONS -
VICIN/TY AlAP
1. ALL VEGETATIVE AND NATURAL AREAS OUTSIDE PROJECT CONSTRUCTION LIMITS ARE TO BE PROTECTED DURING
CONSRUCTION WITH TEMPORARY FENCING.
2. PROTECTIVE FENCES SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE PREPARATION WORK AND SHALL BE
MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCITON. FENCE LOCATIONS OTHER THAN THOSE SHOWN ON THE
PLANS MAY BE REQUIRED BY THE CITY.
3. EROSION AND SEDIMENTATION CONTROL BARRIERS SHALL BE INSTALLED AND MAINTAINED THROUGHOUT CONSTRUCTION
IN A MANNER WHICH DOES NOT PERMIT OFFSITE TRANSFER. THE CONTRACTOR IS RESPONSIBLE FOR COPLYING WITH
ALL STATE AND LOCAL EROSION CONTROL REGULATIONS.
4. ALL DISTRURBED AREAS ARE TO BE FINE GRADED, SODDED, AND FERTILIZED, INCLUDING CONSTRUCTION OF NEW
DRAINAGE CHANNEL SIDES AND BOTTOM, FOR PERMANENT EROSION CONTROL.
5. THE CONTRACTOR IS TO "FIELD VERIFY" AND HAVE ALL UTILITIES LOCATED WITHIN CONSTRUCTION LIMITS.
6. AN AHTD PERMIT WILL BE OBTAINED FOLLOWING CITY APPROVAL. THE APPLICANT, REPUBLIC INDUSTRIES, REQUESTS
DRIVEWAY WIDTH AND RADII WAIVERS AS SHOWN DUE TO NECESSARY DELIVERY TRUCK TRAFFIC AND SERVICE FROM
WEST BOUND TRAFFIC ONLY.
7. THE APPLICANT, REPUBLIC INDUSTRIES, REQUESTS A WAIVER FOR A REDUCTION IN REQUIRED PARKING DUE TO THE
LIMITED AREA AVAILABLE, RESTRICTED USE OF AHTD RIGHT—OF—WA'i , AND BECAUSE CUSTOMER PATTERN BASE IS
NON—NORMAL RETAIL.
8. THE APPLICANT, REPUBLIC INDUSTRIES, REQUESTS A WAIVER TO PROVIDE REQUIRED LANDSCAPING AT LOCATIONS
ALONG BUILDING FRONTS, AS SHOWN ON THESE PLANS.
9, CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES WHEN/AS EXCESSIVER DUST BECOMES A PROBLEM.
10. A PRE—CONSTRUCTION CONFERENCE WILL BE SCHEDULED AND COORINATED WITH THE CITY'S ENGINEERING
DEPARTMENT PRIOR TO COMMENCING CONSTRUCTION.
11. ACCORDING TO FLOOD INSURANCE RATE MAP EFFECTIVE MAP No. 051810016E, A PORTION OF SAID PROPERTY
IS IN THE 100—YEAR FLOOD AREA.
12. SITE SOILS CLASSIFICATION — LEADVALE—URBAN LAND COMPLEX.
13. EXISTING CONTOUR DATA BASE OBTAININD FROM CITY OF LITTLE ROCK GIS DATUM AND APPROXIMATE SURVEY BY
PORTER AND CRAWFORD.
14. THESE DRAWINGS ARE PRESENTED FOR APPROVAL AND PERMITTING, NOT FOR CONSTRUCTION. THE SELECTED
CONTRACTOR WILL BE RESPONSIBLE FOR FIELD VERIFICATIONS AND REQUIRED TO PROVIDE ADJUSTMENTS TO
EXISTING FIELD CONDITIONS, APPROVED BY THE DESIGN ENGINEER, AND SHOWN ON "AS—BUILTS" AT THE
COMPLETION OF ALL WORK.
15. LANDSCAPE ADJUSTMENTS—RECOMMENDED VARIANCE (PROVIDE AND PROPERLY INSTALL IN ACCORDANCE WITH
ANA INDUSTRY STANDARDS)
A. 10—TREE FORM (8'-10',1 1/4"-2" GAL) WASHINGTON HAWTHORN—CRATAEGUS PHAENOPYRUM O AS
INDICATED ON PLANS.
B. 1—(14',2 1/2"-3" GAL.) WILLOW OAK—QUERCUS PHELLOS Q AS INDICATED ON PLANS.
C. 33—SHRUBS (2 GAL.) COMPACT PFITZER JUNIPER—JUNIPER CHINENSIS 0 3' O.C. ALONG WEST AND
SOUTH BASE OF BUILDING ADDITION IN BEDS WITH HAWTHORNS.
D. 35—SHRUBS (1 GAL.) HELLERI HOLLY—ILEX CRENATA HELLERI @ 3' O.C. ALONG THE SOUTH BASE OF
WAREHOUSE AND OFFICE (2' PLANTERS).
E. 120 SQ. FT. BED AREA PLANTING OF MONDO GRASS—PIPS—OPHIOPOGEN JAPONICUS ® 6' PLANTER,
NORTHEAST CORNER OF BUILDING ADDITION.
F. PROPERLY PREPARE AND INSTALL ALL PLANTINGS IN ACCORDANCE WITH LOCAL INDUSTRY STANDARD, BY
A LICENSED LANDSCAPE CONTRACTOR OR NURSERYMAN—MULCH, EDGE, AND PROVIDE ADEQUATE WEED CONTROL -
MEASURES. PROVIDE OWNER WITH PROPER INSTRUCTION FOR CARE AND MAINTENANCE, AND ONF FULL
YEAR WARRANTY.
16. REPUBLIC INDUSTRIES It , ICATES IT RECEIVES AN AVERAGE OF ONE DELIVERY PER DAY (MAXIMUM OF 3)
DRAINAGE EASEMENT
A DRAINAGE EASEMENT, VARIOUS FEET IN WIDTH, DESCRIBED AS FOLLOWS:
A PART OF THE W1/2 OF THE SE 1/4 OF THE SW 1/4 OF SECTION 35,
T -1—N, R -13—W, MORE PARTICULARLY DESCRIBED AS COMMENCING AT THE
NORTHEAST CORNER OF SAID 20—ACRE TRACT; THENCE ALONG THE NORTH
BOUNDARY OF SAID 20—ACRE TRACT N88 -42-25W 249.94 FEET TO THE
POINT OF BEGINNING;
THENCE S01 -17-41W 110.33 FEET;
THENCE S 88-42-19E 50.31 FEET TO THE CENTERLINE OF A
RETAINING WALL;
THENCE ALONG THE CENTERLINE OF SAID RETAINING WALL
S01 -17-41W 7.00 FEET, S88 -42-19E 13.79 FEET, AND
S23-56—OOE 23.29 FEET TO A POINT ON THE NORTHERL'f
RIGHT—OF—WAY OF INTERSTATE HIGHWAY 30;
THENCE ALONG SAID RIGHT—OF—WAY S66-04—OOW 104.61 FEET
TO A FOUND IRON PIN,
THENCE LEAVING SAID RIGHT—OF—WAY NOO-47-58E 183.00
FEET TO A FOUND IRON PIN;
THENCE S88 -42-25E 22.19 FEET TO THE POINT OF BEGINNING,
CONTAINING 6,'114.3 SQUARE FEET, MORE OR LESS, PULASKI COUNTY,
ARKANSAS.
L E G E N D
FOUND IRON PIN (PREVIOUS SURVEY BY PORTER-CRAWFORD;
- — - -" EXISTING CONTOUR
980-1 GRADING LINE w/ELEVATION
1� = 6' TALL WOOD SCREENING FENCE
FILT FENCE
ORANGE CONSTRUCTION FENCE
❑WM WATER METER
—E$ EDGE OF SHOULDER
EP- EDGE OF PAVEMENT
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20 0 20 40 60
t Scale 1 = 20
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VICIN/TY AlAP
1. ALL VEGETATIVE AND NATURAL AREAS OUTSIDE PROJECT CONSTRUCTION LIMITS ARE TO BE PROTECTED DURING
CONSRUCTION WITH TEMPORARY FENCING.
2. PROTECTIVE FENCES SHALL BE INSTALLED PRIOR TO THE START OF ANY SITE PREPARATION WORK AND SHALL BE
MAINTAINED THROUGHOUT ALL PHASES OF CONSTRUCITON. FENCE LOCATIONS OTHER THAN THOSE SHOWN ON THE
PLANS MAY BE REQUIRED BY THE CITY.
3. EROSION AND SEDIMENTATION CONTROL BARRIERS SHALL BE INSTALLED AND MAINTAINED THROUGHOUT CONSTRUCTION
IN A MANNER WHICH DOES NOT PERMIT OFFSITE TRANSFER. THE CONTRACTOR IS RESPONSIBLE FOR COPLYING WITH
ALL STATE AND LOCAL EROSION CONTROL REGULATIONS.
4. ALL DISTRURBED AREAS ARE TO BE FINE GRADED, SODDED, AND FERTILIZED, INCLUDING CONSTRUCTION OF NEW
DRAINAGE CHANNEL SIDES AND BOTTOM, FOR PERMANENT EROSION CONTROL.
5. THE CONTRACTOR IS TO "FIELD VERIFY" AND HAVE ALL UTILITIES LOCATED WITHIN CONSTRUCTION LIMITS.
6. AN AHTD PERMIT WILL BE OBTAINED FOLLOWING CITY APPROVAL. THE APPLICANT, REPUBLIC INDUSTRIES, REQUESTS
DRIVEWAY WIDTH AND RADII WAIVERS AS SHOWN DUE TO NECESSARY DELIVERY TRUCK TRAFFIC AND SERVICE FROM
WEST BOUND TRAFFIC ONLY.
7. THE APPLICANT, REPUBLIC INDUSTRIES, REQUESTS A WAIVER FOR A REDUCTION IN REQUIRED PARKING DUE TO THE
LIMITED AREA AVAILABLE, RESTRICTED USE OF AHTD RIGHT—OF—WA'i , AND BECAUSE CUSTOMER PATTERN BASE IS
NON—NORMAL RETAIL.
8. THE APPLICANT, REPUBLIC INDUSTRIES, REQUESTS A WAIVER TO PROVIDE REQUIRED LANDSCAPING AT LOCATIONS
ALONG BUILDING FRONTS, AS SHOWN ON THESE PLANS.
9, CONTRACTOR SHALL PROVIDE DUST CONTROL MEASURES WHEN/AS EXCESSIVER DUST BECOMES A PROBLEM.
10. A PRE—CONSTRUCTION CONFERENCE WILL BE SCHEDULED AND COORINATED WITH THE CITY'S ENGINEERING
DEPARTMENT PRIOR TO COMMENCING CONSTRUCTION.
11. ACCORDING TO FLOOD INSURANCE RATE MAP EFFECTIVE MAP No. 051810016E, A PORTION OF SAID PROPERTY
IS IN THE 100—YEAR FLOOD AREA.
12. SITE SOILS CLASSIFICATION — LEADVALE—URBAN LAND COMPLEX.
13. EXISTING CONTOUR DATA BASE OBTAININD FROM CITY OF LITTLE ROCK GIS DATUM AND APPROXIMATE SURVEY BY
PORTER AND CRAWFORD.
14. THESE DRAWINGS ARE PRESENTED FOR APPROVAL AND PERMITTING, NOT FOR CONSTRUCTION. THE SELECTED
CONTRACTOR WILL BE RESPONSIBLE FOR FIELD VERIFICATIONS AND REQUIRED TO PROVIDE ADJUSTMENTS TO
EXISTING FIELD CONDITIONS, APPROVED BY THE DESIGN ENGINEER, AND SHOWN ON "AS—BUILTS" AT THE
COMPLETION OF ALL WORK.
15. LANDSCAPE ADJUSTMENTS—RECOMMENDED VARIANCE (PROVIDE AND PROPERLY INSTALL IN ACCORDANCE WITH
ANA INDUSTRY STANDARDS)
A. 10—TREE FORM (8'-10',1 1/4"-2" GAL) WASHINGTON HAWTHORN—CRATAEGUS PHAENOPYRUM O AS
INDICATED ON PLANS.
B. 1—(14',2 1/2"-3" GAL.) WILLOW OAK—QUERCUS PHELLOS Q AS INDICATED ON PLANS.
C. 33—SHRUBS (2 GAL.) COMPACT PFITZER JUNIPER—JUNIPER CHINENSIS 0 3' O.C. ALONG WEST AND
SOUTH BASE OF BUILDING ADDITION IN BEDS WITH HAWTHORNS.
D. 35—SHRUBS (1 GAL.) HELLERI HOLLY—ILEX CRENATA HELLERI @ 3' O.C. ALONG THE SOUTH BASE OF
WAREHOUSE AND OFFICE (2' PLANTERS).
E. 120 SQ. FT. BED AREA PLANTING OF MONDO GRASS—PIPS—OPHIOPOGEN JAPONICUS ® 6' PLANTER,
NORTHEAST CORNER OF BUILDING ADDITION.
F. PROPERLY PREPARE AND INSTALL ALL PLANTINGS IN ACCORDANCE WITH LOCAL INDUSTRY STANDARD, BY
A LICENSED LANDSCAPE CONTRACTOR OR NURSERYMAN—MULCH, EDGE, AND PROVIDE ADEQUATE WEED CONTROL -
MEASURES. PROVIDE OWNER WITH PROPER INSTRUCTION FOR CARE AND MAINTENANCE, AND ONF FULL
YEAR WARRANTY.
16. REPUBLIC INDUSTRIES It , ICATES IT RECEIVES AN AVERAGE OF ONE DELIVERY PER DAY (MAXIMUM OF 3)
DRAINAGE EASEMENT
A DRAINAGE EASEMENT, VARIOUS FEET IN WIDTH, DESCRIBED AS FOLLOWS:
A PART OF THE W1/2 OF THE SE 1/4 OF THE SW 1/4 OF SECTION 35,
T -1—N, R -13—W, MORE PARTICULARLY DESCRIBED AS COMMENCING AT THE
NORTHEAST CORNER OF SAID 20—ACRE TRACT; THENCE ALONG THE NORTH
BOUNDARY OF SAID 20—ACRE TRACT N88 -42-25W 249.94 FEET TO THE
POINT OF BEGINNING;
THENCE S01 -17-41W 110.33 FEET;
THENCE S 88-42-19E 50.31 FEET TO THE CENTERLINE OF A
RETAINING WALL;
THENCE ALONG THE CENTERLINE OF SAID RETAINING WALL
S01 -17-41W 7.00 FEET, S88 -42-19E 13.79 FEET, AND
S23-56—OOE 23.29 FEET TO A POINT ON THE NORTHERL'f
RIGHT—OF—WAY OF INTERSTATE HIGHWAY 30;
THENCE ALONG SAID RIGHT—OF—WAY S66-04—OOW 104.61 FEET
TO A FOUND IRON PIN,
THENCE LEAVING SAID RIGHT—OF—WAY NOO-47-58E 183.00
FEET TO A FOUND IRON PIN;
THENCE S88 -42-25E 22.19 FEET TO THE POINT OF BEGINNING,
CONTAINING 6,'114.3 SQUARE FEET, MORE OR LESS, PULASKI COUNTY,
ARKANSAS.
L E G E N D
FOUND IRON PIN (PREVIOUS SURVEY BY PORTER-CRAWFORD;
- — - -" EXISTING CONTOUR
980-1 GRADING LINE w/ELEVATION
1� = 6' TALL WOOD SCREENING FENCE
FILT FENCE
ORANGE CONSTRUCTION FENCE
❑WM WATER METER
—E$ EDGE OF SHOULDER
EP- EDGE OF PAVEMENT
\1
20 0 20 40 60
t Scale 1 = 20
PLANN�'l� COMMERCIAL IJL�'!�E'LOP1ifL�'NT
-���I 6
/770,v,i S�z� g�lkl1G