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Home My WebLink AboutZ-6781-B Map 5LANDSCAPING/FENCING 1. SHRUBS SHALL BE ILEXCORNUTA "BURFORDII"/BURFORD HOLLY OF A SIZE TO PROVIDE 30 INCH HEIGHT AT PLANTING. SHRUBS SHALL BE SPACED 30 INCHES ON CENTER. (114 REQUIRED) 2. TREES SHALL BE CUPRESSOCYPARIS LEYLANDII/LEYLAND CYPRESS OF A SIZE TO PROVIDE A 2" CALIPER AT PLANTING. TREES SHALL BE EQUALLY SPACED ON EACH SIDE WITH TWO TREES PER PER SIDE (EIGHT TOTAL). 3. ALL EXISTING FENCE AND POST ARE TO BE REMOVED AND REPLACED WITH A NEW 8'-0" HIGH WOOD PRIVACY FENCE WITH FACE DIRECTED OUTWARD 308.4' A "v in HIGHEST ATTACHMENT TO TOWER EXISTING TELECORP – ALLTEL'S PROPOSED ANTENNAS SAME ALL THREE SIDES AS VIEWED FROM APEX. — EXISTING SELF–SUPPORTED TOWER WAVE GUIDE BRIDGE REPLACE EXISTING CHAIN LINK FENCE WITH 8' HIGH WOOD FENCE WITH FACE DIRECTED OUTWARD — � TOP OF o EXISTING I OI BASEPLATE 06 GROUND u) oO EXISTING PROPOSED CRUSHED STONE ALLTEL EQUIPMENT CABINETS TOWER ELEVATION SCALE: 1 " = 20' TOP OF FOUNDATION Z 0 f= Q J W Z U O Q � H- O Z X W 11 � Q o 0 O N F' - N 11.00' FROMF OUNDATION 010 EWND COTTON PICKEN SPINDLE o 00 O> r` N O O O� Ol fp 00 M N N N N HIGHEST ATTACHMENT TO TOWER EXISTING TELECORP – ALLTEL'S PROPOSED ANTENNAS SAME ALL THREE SIDES AS VIEWED FROM APEX. — EXISTING SELF–SUPPORTED TOWER WAVE GUIDE BRIDGE REPLACE EXISTING CHAIN LINK FENCE WITH 8' HIGH WOOD FENCE WITH FACE DIRECTED OUTWARD — � TOP OF o EXISTING I OI BASEPLATE 06 GROUND u) oO EXISTING PROPOSED CRUSHED STONE ALLTEL EQUIPMENT CABINETS TOWER ELEVATION SCALE: 1 " = 20' TOP OF FOUNDATION Z 0 f= Q J W Z U O Q � H- O Z X W 11 � Q o 0 O N F' - N W ;. ' , L r xL� of O v )/ Oc. F' G/ z O a ^ rs°b_tsq n NEW TREES SEE o° W.'40a Mete NOTE 5 THIS SHEET. o :nl_E%ts+s°raae b 548.8 551 •% SIDEYARD SETBACK LINE e 00000 _ _ Qe. 0.0 v �� O Existing Self O Support Tower CIO O Q 0 Z W O 0 Z Z Li J :� W O fn LJ � J M o N f - M ALLTEL'S LEASE AREA ALLTEL'S PROPOSED 9.25'x21.00' FOUNDATION SLAB FOR UNOCCUPIED EQUIPMENT CABINETS. • R 366.55' FROM FOUNDATION TO PARENT PARCEL 9.75' FROM FOUNDATION TO LEASE LINE ENLARGED COMPOUND PLAN SCALE: 1 " = 20' I � valla a [Spring V&11# La" numbs OnA1AINaon LiM \....\ 4.r f A! 'M La an*_r Number 7 I rQec a� +6rbie Lemke rd Lake Wa N n� T '`�/p\ W 30TH ST eroorr S in q �4 � � xan Le11e 71- SITE`�,� \ i q� C obsrt Lehe r'' kk VICINTY MAP DRIVE -TO -DIRECTIONS FROM LITTLE ROCK TAKE 1-630 WEST TO 1-430 SOUTH. TURN LEFT (SOUTH) ON 1-430 AND GO TO COLONEL GLENN ROAD. TURN RIGHT ON TO COLONEL GLENN (WEST) AND GO TO ALPINE LANE. SITE IS AT END OF THE ROAD. NEW SHRUBS SEE NOTE 4 THIS SHEET. INSTALL NEW 8'-0" HIGH WOOD PRIVACY FENCE REMOVE EXISTING FENCE AND GATE ON EAST SIDE OF EXISTING COMPOUND AND RELOCATE AND REPLACE AS NOTED UTILITY INFORMATION No attempt has been made as a part of this boundary survey to obtain or show data concerning existence, size, depth, condition, capacity or location of any utility or municipal/public service facility except as depicted on this survey plat. For information regarding these utilities or facilities, please contact the appropriate agencies or other surveys. Power Line: Entergy Electric 1-800-368-3749 Telephone Line: Southwestern Bell 1-800-499-7928 EASEMENTS. ZONING AND LAND USE REGULATIONS Except as specifically stated or shown on this plat, this survey does not purport to reflect any of the following which may be applicable to the subject real estate: easements, other than possible easements which were visible at the time of the making of this survey or as provided by client; building setback lines; restrictive covenants; subdivision restrictions; zoning or other land -use regulations, and any other land -use regulations, and any other facts which on accurate and current title search may disclose. BASIS OF POSITION AND HEIGHT POSITION AND HEIGHT: TRIMBLE NAVIGATION PRO%RS w/OMNI DGPS Temporary Bench Mark (TBM): Northeast Comer of Concrete Pad S 38' W, 69 feet from the Northeast Corner of Subject Property as depicted on this survey. Elevation 548.45 feet, NGVD of 1929. FLOOD INFORMATION By graphic plotting only, the subject property is located within Zone C of the National Flood Insurance Program, Federal Emergency Management Agency, Flood Insurance Rate Map, Pulaski County Arkansas Unincorporated Areas, Panel 380 of 585, Community Pond Number 050179 0380 D Mop Revised July 16, 1996, Zone C denotes areas of minimal flooding outside 100 -year floodplain. SURVEY DATA Boundary and Topography Data were taken from a Survey Prepared by Hoffman-Prieur & Associates, Inc. Dated 11 May 00 100 0 100 GRAPHIC SCAL-E. IN FEET BASIS of BEARING ASTRONOMIC AZIMUTH Based on GPS Observation at Latitude N 3442'45.38' & Longitude W 09227'58.49' on April 18, 2000. LEGEND 11.00' FROMF OUNDATION X EWND COTTON PICKEN SPINDLE TELECORP's LEASE AREA TO LEASE L►NE e o Z LIMITS O SET 1/2 -INCH REBAR 1= ember Q J UTIUTY POLE Qo o :1 D Z J W W S 88_08'43" E00.0 0 L�aJ W CO a. COORDINATES AT THE CENTER O UNDERGROUND TELEPHONE LINE OF AN EXISTING TOWER: Q ~ W— 25'-0" I w Z 263.08' FROM FOUNDATION 25' I - a o TO PARENT PARCEL Longitude: West 092'27'58.49" Red rn o a_ 1= iz x c e Ext. 12' Wide Doltble Pone/ Cate Latitude: North 0 j -550— 000000 0000000000Edge o 1 O CD Ext. Grovel 092'27'59.05" Li REMOVE ALL EXISTING FENCE AND 0 '–I O Ext F-&'Ceo0 0 00 ` FFR 0 5 2001 POSTS AND REPLACE WITH NEW LLL o o 0 o feet –0 , a 00O8' feet O .5 Ln, feet nW0�pe to cv W ;. ' , L r xL� of O v )/ Oc. F' G/ z O a ^ rs°b_tsq n NEW TREES SEE o° W.'40a Mete NOTE 5 THIS SHEET. o :nl_E%ts+s°raae b 548.8 551 •% SIDEYARD SETBACK LINE e 00000 _ _ Qe. 0.0 v �� O Existing Self O Support Tower CIO O Q 0 Z W O 0 Z Z Li J :� W O fn LJ � J M o N f - M ALLTEL'S LEASE AREA ALLTEL'S PROPOSED 9.25'x21.00' FOUNDATION SLAB FOR UNOCCUPIED EQUIPMENT CABINETS. • R 366.55' FROM FOUNDATION TO PARENT PARCEL 9.75' FROM FOUNDATION TO LEASE LINE ENLARGED COMPOUND PLAN SCALE: 1 " = 20' I � valla a [Spring V&11# La" numbs OnA1AINaon LiM \....\ 4.r f A! 'M La an*_r Number 7 I rQec a� +6rbie Lemke rd Lake Wa N n� T '`�/p\ W 30TH ST eroorr S in q �4 � � xan Le11e 71- SITE`�,� \ i q� C obsrt Lehe r'' kk VICINTY MAP DRIVE -TO -DIRECTIONS FROM LITTLE ROCK TAKE 1-630 WEST TO 1-430 SOUTH. TURN LEFT (SOUTH) ON 1-430 AND GO TO COLONEL GLENN ROAD. TURN RIGHT ON TO COLONEL GLENN (WEST) AND GO TO ALPINE LANE. SITE IS AT END OF THE ROAD. NEW SHRUBS SEE NOTE 4 THIS SHEET. INSTALL NEW 8'-0" HIGH WOOD PRIVACY FENCE REMOVE EXISTING FENCE AND GATE ON EAST SIDE OF EXISTING COMPOUND AND RELOCATE AND REPLACE AS NOTED UTILITY INFORMATION No attempt has been made as a part of this boundary survey to obtain or show data concerning existence, size, depth, condition, capacity or location of any utility or municipal/public service facility except as depicted on this survey plat. For information regarding these utilities or facilities, please contact the appropriate agencies or other surveys. Power Line: Entergy Electric 1-800-368-3749 Telephone Line: Southwestern Bell 1-800-499-7928 EASEMENTS. ZONING AND LAND USE REGULATIONS Except as specifically stated or shown on this plat, this survey does not purport to reflect any of the following which may be applicable to the subject real estate: easements, other than possible easements which were visible at the time of the making of this survey or as provided by client; building setback lines; restrictive covenants; subdivision restrictions; zoning or other land -use regulations, and any other land -use regulations, and any other facts which on accurate and current title search may disclose. BASIS OF POSITION AND HEIGHT POSITION AND HEIGHT: TRIMBLE NAVIGATION PRO%RS w/OMNI DGPS Temporary Bench Mark (TBM): Northeast Comer of Concrete Pad S 38' W, 69 feet from the Northeast Corner of Subject Property as depicted on this survey. Elevation 548.45 feet, NGVD of 1929. FLOOD INFORMATION By graphic plotting only, the subject property is located within Zone C of the National Flood Insurance Program, Federal Emergency Management Agency, Flood Insurance Rate Map, Pulaski County Arkansas Unincorporated Areas, Panel 380 of 585, Community Pond Number 050179 0380 D Mop Revised July 16, 1996, Zone C denotes areas of minimal flooding outside 100 -year floodplain. SURVEY DATA Boundary and Topography Data were taken from a Survey Prepared by Hoffman-Prieur & Associates, Inc. Dated 11 May 00 100 0 100 GRAPHIC SCAL-E. IN FEET BASIS of BEARING ASTRONOMIC AZIMUTH Based on GPS Observation at Latitude N 3442'45.38' & Longitude W 09227'58.49' on April 18, 2000. LEGEND NO 4411 .L WP �M0131LE�6781 ONE ALLIED DRIVE Little Rock, Arkansas 72202 Office: (501) 905-8500 Fox: (501) 905-6243 PROJECT: LAWSON ROAD - LITTLE ROCK, ARKANSAS EXISTING SELF -SUPPORTED TOWER COLLOCATION SHEET TITLE: SITE PLAN, ELEVATION, MAP & NOTES DESIGNED BY: REVISIONS CELL SITE: I DRAWN BY: HERITAGE REV. 1: 26 MAY 00 MSA CHECKED BY: HERITAGE REV. 2: 05 JUNE 00 SHEET NO. WORK ORDER NO. REV. 3: 21 JULY 00 DATE: 17 MAY 001 FILENAME 00066RZ2 OF: 2 2 X EWND COTTON PICKEN SPINDLE e FOUND REBAR O SET 1/2 -INCH REBAR w/YELLOW CAP (LS663) 9 UTIUTY POLE -0- UTILITY POLE w/TRANSFORME.R GUY DOWN ANCHOR 4— AERIAL POWER LINE COORDINATES AT THE CENTER —T UNDERGROUND TELEPHONE LINE OF AN EXISTING TOWER: W— WATER LINE NAD 27 Coordinates: Latitude: North 34'42'45.14" 0 BORE HOLE w/ELEVATION Longitude: West 092'27'58.49" NAD 83 Coordinates: x FENCE Latitude: North 34'42'45.47" -550— CONTOUR LINE (1' Interval) j Longitude: West 092'27'59.05" Datum: NM 29 NGVD 1929 Elevation: ` FFR 0 5 2001 Ground: 548.6 feet EL. 550.00 ELEVATION IN FEET - I� Top of Concrete Foundation: 551.7 feet Datum: NGVD 29 , Top of Tower 854.0 feet Top of Highest Appendage: 857.0 feet REV. 1: Added Landscaping & Fence Improvements REV. 2: Revised Fence, Map and Gave Dimension on Tower Height REV. 3: General Revisions REV. 4: 10-19-00 Revised Edge of Gravel REV. 5: 02-02-01 SHOWED WOOD FENCE & EQUIP. CAB NO 4411 .L WP �M0131LE�6781 ONE ALLIED DRIVE Little Rock, Arkansas 72202 Office: (501) 905-8500 Fox: (501) 905-6243 PROJECT: LAWSON ROAD - LITTLE ROCK, ARKANSAS EXISTING SELF -SUPPORTED TOWER COLLOCATION SHEET TITLE: SITE PLAN, ELEVATION, MAP & NOTES DESIGNED BY: REVISIONS CELL SITE: I DRAWN BY: HERITAGE REV. 1: 26 MAY 00 MSA CHECKED BY: HERITAGE REV. 2: 05 JUNE 00 SHEET NO. WORK ORDER NO. REV. 3: 21 JULY 00 DATE: 17 MAY 001 FILENAME 00066RZ2 OF: 2 2