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Z-5574-A Map4 20TH STREET { WTH 1 12 \ 111 10 8 9 B \ 7 W 21ST $2 It f2' 10 1 � 9 \\ \ 7 \ W 22ND \ 12 11 10 PARENT TRACT g 34L-117-00-051-00 NO DEED REFERENCE \ tai B F 7 W MD W w 12 rc 0 11 10 - 9 4 Y B -0 � 7 w { 24 H yylZ 111 0 10 z Ll` 9 0 2 f v 8 v Z 7 ¢ � pO W 25TH 0 1� 1 12 0 1 A 11 Z 1 1 10 9 3 � w B U 17 W 26TH 12 1 11 ` 10 � }1 9 B l 7 `l w 27TH B 7 61 6 S W 28TH STREET PARENT TRACT DETAIL NOT TO SCALE PARENT TRACT NO DEED REFERENCE 50' X 50' LEASE AREA A percel of land lying in the West 1/2 of the Southwest 1/4 of Section 7, Township 1 North, Ra_�gc 12 West, Pulaski County, Arkansas being more particularly described as follows: Commencing at a 1" open top pipe found an the East right-of-way line of Fillmore Street of the Southwest comer of Lot 10, Block 37 of Cherry and Cox Addition to Little Rock, Arkansas as recorded in Plat Book 1, Page 66 in the Circuit County Clerk's Office of said County; thence run N 01'02'42" E for o distance of 48.89 feet to a 1" crimped pipe found at the Northwest corner of said Lot 10: thence S 89'37'20- W for a distance of 513.95 feel to a 5/8' capped rebor set (SMW) and the Paint of Beginning; thence S 02'52'25' E for a distance o1 50.00 leek to 0 5/8 - capped rebnr set (SMW); thence 5 8707'35" W for a distance of 50.00 feel to a 5/8' copped rebor set (SMW); thence N 02'5.2'25' W for a dishirme of 50.00 fact la a 5/8" capped robot set (SMW)' thence N 87107'35' E far a distance o1 50.00 feet to the PoTnl of Beginning. Soid above described parcel contains 0.06 acres, more or less. 20' INGRESS/EGRESS AND UTILITY EASEMENT An easement lying in the West 1/2 of the Southwest 1/4 of Section 7, Township 1 North, Range 12 West, Pulaski County, Arkansas being more particularly described as follows: Commencing at a 1' open top pipe found on the East right -al -way line of Fillmore Sweet at the South t corner of Lot 10, Block 37 of Cherry and Cox Addition to Little Rock, Areonans as recorded in Plat Book 1, Page fib in the Circuit County Clerk's Office of said County; thence run N 01'02'42" E for a distance of 48.89 feet to a 1' crimped pipe found at the Northwest corner of said Lot 10; thence S 89'37'20" W for a distance of 513.55 feet to 0 5/8' capped rebor set (SMW); thence S 02'52'25" E for a distance of 50.00 feel to a 5/8' copped rebor set (SMW); thence S BT07'35" W for a distance of 50.00 feet to 0 5/8' copped rebor set (SMW); thence N 0752'25" W for a distance of 25.00 feet to the Point of Beginning of an Ingress/Egress and Utility Easement being 30 feet in width anJ lying 15 feet each side of the following deser;bed centerline; thence S 875720" W for a distance of 25.74 teal to a point; thence N ]0'58'48' W for a distance of 115.71 feet to a point; thence N 34'07'45" W for c distance of 116.46 feel to o point; thence N 23'20'17" W for a distance of 29.24 feet to a point; thence N 29'04'05" E for o distance of 39.93 feet to o paint; thence N 2V57'32' E for a distance of 86.41 feet to a point; Ihanca N 6748'31" E for o d',slonce of 67.30 leet to a point; thence N 5757'11" E for o distance of 54.76 feat to a point; thence N 52'11'26" E far a diakanca of 31.01 feel to a point; thence N 8519'24" E for a dietoncn OF 35.03 feel to o point; thence 5 8704'58" E for a distance of 78.70 feet to a point; thence S 84'OB'17' E for a distance of 53.64 feel to a point; thence N 83'53'49' E for a distance of 34.86 feel to a point; thence N 68'10'43" E for a distance of 32.21 feet to a point; thence N 51'36'32" E for a distance of 73.42 feet to ❑ point; thence N 61'21'29" E for o distance of 42.89 feet to a point; thence N 7749'06" E for a distance of 55.74 feet to a point; thence N 80'07'37" E for a distance of 54.46 feet to a point; thence S 8642'51" E for a distance of 99.99 feel, more or less, to the centerline of Fillmore Street and the Point of Ending. Said above described easement contains 0.52 acres, more or less. FLOOD NOTE The subject property cppears to lie in Zane "X" of the Fined Insurance Role Map Community Panel No. 05015/0102 F. which bears an effective date of Oc!"er 19, 2001 one IS NOT in a special flood hazard area. No field measurements were used in this determination and an elevation certificate may be needed for verification. SPECIFIC EXCEPTION NOTES This Survey was conducted in reference to a Certificate of Title Examination prepared by Stewart Title of Arkansas file #1204472, dated July 20, 2005. Items not listed below are standard title exceptions and/or are not matters or issues that pertain to this survey. Mortgage from the United MsUradist Chiidreri5 Home Inc. to Pulaski Bonk & Trasl filed May 16th, 2001, instrument 2011036844, records of Pulaski County, Arkansas. Not a survey molter. Mortgage from the United Methodist Children's Home Inc to Pulaski Bank & Trust filed Colober 24th, 2001, instrument 2001082831, records of Pulaski County, Arkansas. Not a survey matter. Right of way/eo.semcnt in favor of the Public, filed March 351h, 1052, in book 482, page 323, records of Pulaski County, Arkansas. Supportive document not pr"ded, therefor* this surveyar is unable to determine affects an subject property. Right of way/susament in favor of the City of little Rock, find September 16th, M Z rn a J LLJ 1959, in book 708, page 475, records of Pulaski County, Arkansas. Does not affect subject lease area or access easement, therefore is not shown hereon. Right of way/eosament in favor of i.ittle Rack Sanitary Sewer, filed September 14th, 1958, in book 613, page 481. Does not affect subject lease area or access LLl easement, therefore is not shown hereon. (n L��l Right of way from United Methodist Children's Home to Little Rock, Sanitary Sewer Commission, filed February pith, 2005, instrument 2705013982, retards of Pulaski J County, Arkansas. Does not eflsct subject loose area or access easement, therefore is not shown hereon. SURVEYOR'S NOTES V 1. Boundory & Tupogruph3c Survey. mods on the ground under the supervision of an Arkansas Registered Lund Surveyor. pate of liekl survey is July 5, 2005, Q 2. Starings are based on Arkansas South State Plane Coordinates NAD 83. V 3. No underground ultlllies, underground encroachments or building foundations were maosured or located as a port of this survey, unless Otherwise shown. Trees and shrubs CL not located, unless otherwise shown. 4. Onsite benchmark is as shown hereon. Elevations shown are in feet and refer to NAVD ti 8B. 5. This survey was conducted for the purpose of a Boundary & TOpag raphic Survey only, y W and is not intended to delineate the regulatory jurisdiction of any federal, slate, regional or y local agency, board, commission or other simllar entity, cry 6. Attention i5 directed to the fact that this survey may have been reduced or enlarged in size due to reproduction, This should he token Into considerallon when obtaining scaled fn data. 7. This Survey was conducted in reference to o Certificate of Title Examination prepared by G" Stewart Tille of Arkansas We jjf1204472. doted July 20, 2005. 0 B. Surveyor hereby slates the O4odettc Coordinates and the elevation shown for the proposed centeeEne of the tower are occurole to within +/- 15 feet horizontally and to a within +/- 3 feet vertically (FAA Accuracy Code 1A). 9. Survey shown hereon conforms to the Minimum Requirements as set forth by the Stoke H Board, for a Class W" Survey. 10. FOd data upon which this map or plot is 60506 hos a ciasure precision of not less than one -foot Tri 15,000 feet (1'05,000') and an angular error that does not exceed 10 seconds limes the square root Of the number of angles burned. Field traverse was 9401 adjusted. SURVEYOR'S CERTIFICATION To Verizon Wireless: This is to certify that this mop or plat and the survey an which it is based -ere made in accordance with "Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surreys,' jointly established and adopted by ALTA, ACSM and N5P5 in 1999, and includes llems 1-6, 10-12 of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA. NSPS. and ACSM and in effect on the dote of this certiifkation, undersigned further certifies that; " the survey measommanls were made in accordance with the "Minimum Angle, Distance, and Gasure Requirements for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys. , William L. Nowell \% loISTE jj �, �%. Arkansas Registered o. 1425 Lv] a2'+frfr' / VV STATE OF ARKANSAS Q. 125 ��• S N r�'Q� //fill1 METHODIST CHILDREN'S HOME 16 5747B SEC. 7, T -1-N, R -12-W PULASKI COUNTY, ARKANSAS I E- Z z W a U CA O h n O EST. MAGNETIC NORTH 1.73't rn W E S EXISTING O/H UTILITIES (TYP) EXISTING —� ASPHALT DRIVE EXISTING BUILDING EXISTING 10' WIDE DIRT ROAD EXISTING UTILITY POLE (TYP) PROPOSED 12' WIDE GRAVEL DRIVE PROPOSED 150' MONOPOLE LAT: 34 43' 57.097' N LON: –92' 20' 19.453" W ELEV: 321.8' AMSL PROPOSED 38'x 38' -- 8' HIGH WOOD FENCED COMPOUND NEW 6' LANDSCAPE - BUFFER w + EXISTING 8" RCP 1%j I �EAt= ii - Gb24"E - a P 20TH STREET (NP) fl — EXISTING UTILITY POLE (TYP) EXISTING ASPHALT DRIVE r EXISTING _ BUILDING EXISTING BRICK/METAL WALL a k 1 EXISTING BUILDING � •� �I >300' •� , >300' !•� r –�– p – r CENTERLINE OF PROPOSED 20' WIDE ACCESS/UTILITY EASEMENT EXISTING . _ _ ,'BUILDING EXISTING BUILDING tn EXISTING — CONCRETE _ PARKING LOT ----------------- � BUILDING k 11 rJ EXISTING GRAVEL PARKING o NEW LESSEE 6'X16' PAD NEW LESSEE 0 0 GENERATOR rn A NEW 50'X50' LEASE AREA EXISTING RETAINING WALL 514'± 495'± L�I I W. 21STSTREET I :>> --fO[',.'^@FI` Staff on vlvCi= Permit OVERALL SITE LAYOUT PLAN ua'T -- f,L�. Zf�.s VEI ;T SCALE 1' = 40'-0" R Nq THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 07/13/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. VERIZON WIRELESS TENNESSEE PARTNERSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB i u, *** REGISTERED PROFESSIONAL ENGINEER EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 METHODIST CHILDRENS HOME 165747 LITTLE ROCK BTA sn E n DDRESS i CCORDWES 2002 S.FILLMORE ST. LITTLE ROCK, AR 72204 34'43'59.461"N -92°20'18.883V SHEETTTRE — OVERALL SITE LAYOUT PLAN SHEET NUMBER 01 EST. NOM GNNETIC 1.73:h 1' 1 1 CENTERLINE OF NEW 20' c t ' WIDE ACESS/UTILITY EASEMENT � 50'-0" EXISTING 10' WIDE `■■ DIRT ROAD 36'-0' W E ■■ ' NEW 12' WIDE (TYP) o S ■ ' GRAVEL DRIVE INSTALL NEW 6" THICK LIMESTONE ■ �� _a�,, „r.z, � ,_? GRAVEL &LANDSCAPE GEOTEXTILE ■ NEW 50'x50' LEASE AREAx: + w FABRIC INSIDE COMPOUND & EXTEND ■ ■ A-. 1' OUTSIDE FENCE CONSISTING OF 2" NEW 38'X36' B' HIGH `P LAYER J57 LIMESTONE GRAVEL, ON ■ NEW LESSEE ICE BRIDGE I ■ ' WOODEN FENCE ��-...JJJ "'� PROPOSED 150' MONOPOLE °i- {� TOP OF 2' LAYER CRUSHER RUN, ON \ ■, ' NEW 6' WIDE LANDSCAPE- u LAT: 34' 43' 57.097' N /Ljr COMPACTED. TOP OF 2" E OF 2" TO DUST BUFFER. SEE SHEET 4 FOR LANDSCAPING DETAILS LON: -92' 20' 19.453" W ■ 1 o ELEV: 321.8' AMSL 4--l' ■ NEW LESSEE 12' -� ■ ■■ 1 WIDE GATE_ _ c r--'1 ■-------- I I LESSEE URE ■■ ■ -----------__------ BATTERY CABINET ■■ ' 0 NEW LESSEE ■' m 4 BATTERY CABINET ,■ ■ \ � � 19'-0" � o NEW LESSEE ■ ■■ _ _ - - / 8. -5"* EQUIPMENT CABINET •, ■'■ ^' / FISEE FUTURE I I l� EQUIPMENT CABINET ■�� o 4._1" NEW LESSEE 6'X16' PAD NEW LESSEE 1 _---------------- _ GENERATOR ------- NEW LESSEE METER & I r 1 DISCONNECT ON NEW UTILITY c! / y H -FRAME + 4*- " f _ — NEW LESSEE � _ _ _ � — -•-'� �" UTILITY RACK EXISTING UTILITY POLE EXISTING 0/H — UTILITIES THIS PLAN IS BASED ON A SURVEY BY SMW .ENGINEERING GROUP, INC. DATED 07/13/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. _p_ w O 0 4'-0" N_ I 0 0, 0 0 0 0 00 — _eY—• —op _p_ SITE LAYOUT PLAN SCALE 1/4" = 1'-0" VERIZONWIRELESS TENNESSEE PARTNERSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB ' ARKANSAS REGISTERED PROFESSIONAL ENGINEER is r ;r No_ 1192411,, IMG EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.9562632 METHODIST CHILDRENS HOME 165747 LITTLE ROCK BTA SRE ADDRESS I COORDNATES 2002 S.FILLMORE ST. LITTLE ROCK, AR 72204 34°43'59.461 "N -92°20'18.883"W SHEET TRLE SITE LAYOUT PLAN SHEETNUMSER 02 RGISTERED PROFESSIONAL a ENGINEER P � � RE & 5 EAi�j EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.9562632 METHODIST CHILDRENS HOME 165747 LITTLE ROCK BTA SRE ADDRESS / CDOfiOMATES 2002 S.FILLMORE ST. LITTLE ROCK, AR 72204 34°43'59.461"N -92°20'18.883"W VER/ZONWIRELESS TENNESSEEPARTNERSH/P 3100 WEST END AVENUE SUITE 1100 NASHVILLE. TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL 153'* TO TOP OF PROPOSED ANTENNAS CHECKED BY: JOH 150'-0" TO TOP OF TOWER APPROVED BY: MDB 8'-0" FENCE 6' -4 - Quip. L 0 08r03f65 ISSUED FOR WCF aev DATE DEscniRnoH r' 0 PRQFES51$INGIHEER pry A7 E p� 9'-5•t Q ti, r J *#A4,KRKANSAS W r Of O (A:;, ac W Z wC�¢ W upi W J Enp oa a0 W J Z mQ N d p ao 0 a3 I p ¢ II m pr SHEEP TIRE TOWER ELEVATION SHEET NUMBER 03 RGISTERED PROFESSIONAL a ENGINEER P � � RE & 5 EAi�j EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.9562632 METHODIST CHILDRENS HOME 165747 LITTLE ROCK BTA SRE ADDRESS / CDOfiOMATES 2002 S.FILLMORE ST. LITTLE ROCK, AR 72204 34°43'59.461"N -92°20'18.883"W EST. MAGNETIC INSTALL NEW RED MAPLE TREES AT 27'-0' O.C., MIN. INSTALL NEW 7 GAL. ELEAGNUS SHRUBS AT 4'-0" O.C., MIN. 30" 8 ACER RUBRUM" RED MAPLE NORTH 2" CALIPER WHEN PLANTED. SEE PLANT LIST TABLE & TALL WHEN PLANTED. SEE PLANT LIST TABLE & TREE PLANTING DETAIL 6 FT x 4 FT PINESTRAW MULCH — 2' SETTLED LAYERS OF CLEAN STRAW 1.73t TREE PLANTING DETAIL THIS SHEET SPECIFIED. 0 4. THIS SHEET AND AFTER INSTALLATION. ff�// 5. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED OR COVERED IN PINE STRAW AS SPECIFIED. 00 6. W E \ti\ 7. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT vim'.•',' :0 UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE ENGINEER'S REPRESENTATIVE. . t, t^ INSTALL NEW 6" THICK LIMESTONE L ... THE ONE YEAR GUARANTEE PERIOD UNLESS OTHERWISE DETERMINED. s GRAVEL &LANDSCAPE GEOTEXTILE FABRIC INSIDE COMPOUND & EXTEND THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR AND r 1' OUTSIDE FENCE CONSISTING OF 2" 10. THE ENGINEER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT LAYER #57 LIMESTONE GRAVEL, ON 11. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TOP OF 2" LAYER CRUSHER RUN, ON TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 12. ANY PLANT MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE TOP OF 2' BASE OF 2" TO DUST OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE COMPACTED. I J L— D --------------- ----- D / II ISI! dl EXISTING DIRT j ROAD 4' O.C. 0 0 �J�J 27' O.C. — - _w_ - --p-7 - NEW 6' WIDE LANDSCAPE EXISTING 0,11 UTILITIES BUFFER NEW 50'x50' INSTALL MIN. LEASE AREA LAYER CLEAN AN PINESTRAW MULCH (TYP) THIS PLAN IS BASED ON A SURVEY BY SMW S TE LANDSCAPE PLAN ENGINEERING GROUP, INC. DATED 07/13/05. SCALE: 1/4" = 1'-0" CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDTIIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 4" TALL, 36" DIAMETER EARTH SAUCER TO RETAIN MULCH. 3" DEEP LAYER SHREDDED BARK MULCH AROUND TREES in JROOT TOPSOIL MIXTURE TAMPED SCARIFY SIDES BALL FIRM TO PREVENT SETTLEMENT BEFORE PLANTING 5 TIMES 5X ROOTBALL TREE PLANTING DEFAIL PLANTING LIST QUANTITY SCIENTIFIC CONAMENMMMON MATURE SII(KT xTZ)E 8 ACER RUBRUM" RED MAPLE 60 FT x 20 FT 40 "ELEAGNUS PUNGENS" ELAEAGNUS 6 FT x 4 FT PINESTRAW MULCH — 2' SETTLED LAYERS OF CLEAN STRAW ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS DGENERAL PLAITING NOTES: 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 2. ALL PLANTS MUST BE CONTAINER—GROWN OR BALLED AND BURLAPPED AS SPECIFIED. 3. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 0 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER'S REPRESENTATIVE BEFORE, DURING, AND AFTER INSTALLATION. ff�// 5. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED OR COVERED IN PINE STRAW AS SPECIFIED. \\\\. 6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL LJIILJTIES DURING COURSE OF THE WORK. \ti\ 7. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTIUZATION, EIC.) OF PLANTING AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE ENGINEER'S REPRESENTATIVE. B. THE CONTRACTOR AGREES TO PERFORM ALL LANDSCAPE MAINTENANCE (INCLUDING WATERING) THROUGHOUT THE ONE YEAR GUARANTEE PERIOD UNLESS OTHERWISE DETERMINED. 9. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR AND MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. 10. THE ENGINEER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR INSTALLATION. 11. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 12. ANY PLANT MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES. QUANTITY. SIZE AND MEETING ALL SPECIFICATIONS. 13. STANDARDS SET FORTH IN 'AMERICAN STANDARD FOR NURSERY STOCK", LATEST EDITION, REPRESENTS GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTINTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL 14. ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO GRADING. 15. UNDISTURBED BUFFERS SHALL BE REPLANTED TO BUFFER STANDARDS WHERE SPARSLEY VEGETATED OR WHERE DISTURBED AT APPROVED UTILITY CROSSINGS. REPLANTING IS SUBJECT TO COUNTY ARBORIST APPROVAL 16. SEE PLAN FOR MINIMUM PLANT SIZE, HEIGHT. VERIZON WIRR ESS TENNESSEEPARTNERS111P 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB I- i --z ARKANSAS J REGISTERED PROFESSIONAL ENGINEER , 5� No. 11428% A SEAL) EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.9562632 METHODIST CHILDRENS HOME 165747 LITTLE ROCK BTA SRF ADDRESS / CODRDINATES 2002 S.FILLMORE ST. LITTLE ROCK, AR 72204 34°43'59.461"N -92°20'16.883"W SHEETTRLE SITE LANDSCAPE PLAN SHEET NUMBER mol F 1'41' 2 LiI=FT7 D W Of Ism)to 0 C o • - FOIA1p PROPERTY MAR/OR U I Z _-� U mG4S METER ��• '■r w Z o I a I W. 21ST STREET +. = GUY ANCHOR PUBLIC RIGHT-OF-WAY ---AfOW LOT 12 �" — = SETBACK N MOERGRGIIND WATER SS k 0 40' BO' 120' SCALE: 1" - 40' 10, SITE w W � I LOT 5 � 0I LOT 6 20 1 1/2" OPEN LOT 5 U TOP P1PE 1 1/2" OPEN w I� TOP PIPE d I a - 1/2- OPEN 1! 20TH STREET TDP PIPE PUBLIC RIGHT-OF-WAY - - - (ASPHALT) II E N 08'07'37' 6•;P•5 ' E W. 20TH STREET 7 PUBLK: RIGH, -OF -WAY Lei � BUILDING Ar 1' OPEN BRICK/METAL TOP PIPE VALLEY l 1 a I I t o I I WALL LOT 12 r �) A POE 20' IN NEW x , d _ UTILITY EA56MENT a L� I L i _ '58' ESS 841B't7' �a Lo a "IP 11 Of OfI I ' 6q•_�� I Biryl ,TRASH ' ■ SIN I RAILROAD CROSS TIE ASPHALT I RETAINING WALL DRIVE Jri %L019' 1n r 1 1 s '� 1 o •—•-ov-•—• (� /-CONCRETE PARKING ASPHALT CuJ DRIVE cbC3TRASH BINS Itl Illlll,f � R PRIVATE ASPHALT �4 z ROAD of ASPHALT m DRIVE CURB GRAVEL f INLET(TYP) PARKING t-' f{off 1' I' I I I11 II I CONCRETE ' 10' DIRT • ROAD 1' 1 + 1 PO 20'INOR&SS/SGRF S & 17111, EAsE11E a O.S2 ACRffit 24" VALLEY ��. GUTTER(TYP) BRICK RETAINING WALL PARENT TRACT 34L -117 -OD -051-00 NO DEED REFERENCE 5D.Do' 25.0@' i L < I 10 W� i3 � O LiI=FT7 o - 518' GIPPED REMIT SET W Of Ism)to 0 C o • - FOIA1p PROPERTY MAR/OR U D - SET PK AWL _-� = TEMPORARY BENCH AEARK mG4S METER POB = POINT OF SEUNNING Tl = FIRE HYDRANT POC = POINT OF COMMENCEMENT I POE - POINT OF ENDING I W. 21ST STREET +. = GUY ANCHOR PUBLIC RIGHT-OF-WAY ---AfOW LOT 12 �v POB .Z' 50' X 50' I&= AREA [` I 0.08 ACRES* �y 11 LPIPE BUILDINGS 89'37'20' W 513.55' ------------ -------- ------ m II �I�____��______-_.-.------ POC 50' X 50' LEASE AREA o. t 't' 20�RiCRESS/EORESS & m a 10 " / a GSNTER OF PROPOSED TOWER UTILT7'Y EASEMENT c o LAT: 34.43'57.097' NORTH 1' OPEN TtlP PIPE _ .'L2 CON: ND ELEVATION: 1Y321' --o GROUND ELEVATION: 32i.B' �op m 9 TEWPORARY BENEWARR' NAIL IN TREE ELEVATION = 315.98' METHODIST CHILDREN'S HOME 16 5747B SEC. 7, T -1-N, R -12-W PULASKI COUNTY, ARKANSAS m - A9R AMA w.RT o - 518' GIPPED REMIT SET ®- WATER METER Ism)to = IFEMPHONE PEDESTAL • - FOIA1p PROPERTY MAR/OR ® e GAS VALVE D - SET PK AWL ® o WATER VALVE = TEMPORARY BENCH AEARK mG4S METER POB = POINT OF SEUNNING Tl = FIRE HYDRANT POC = POINT OF COMMENCEMENT * = LNW HOSE POE - POINT OF ENDING $ -POWER HOLE ■ - CALCULATED ARNr +. = GUY ANCHOR 03 .RECORaW LMMMOMV ---AfOW =RK.Y?-OF-WAY — - — = SETBACK ----------w—. MOERGRGIIND WATER SS - SANRANY SEWER -- ---- ---- — = STOW SEWER -.—.-op- —•-OP- = OWPHE40 POWER METHODIST CHILDREN'S HOME 16 5747B SEC. 7, T -1-N, R -12-W PULASKI COUNTY, ARKANSAS 20TH STREET r W 711 12 11 10 9 6 \ e \ 7 W 21 Sf ,2 \ 11 ` 10 \ l 9 \ 8 \ 7 \ W 22ND \ 12 tl \ 10 PARENT TRACT g '� 34L-117-00-051-00 NO DEED REFERENCE \ 8 7 v W 23RD 12 11 10 O 7 41 w 4 > 1 { 12 F Z li 1 11 O 10 Z l � 9 O W 8 0 2 d 7 a Z y A W 25Th v F in12 O 11 a 1XII 1 to WX w g U 1 7 1 w 267)1 12 It 1 1 1p 9 � 8 7 W 27TH 8 7 81 s s W 28TH STREET PARENT TRACT DETAIL NOT TO SCALE PARENT TRACT NO DEED REFERENCE 50' X 50' LEASE AREA A parcel of land lying in the West 1/2 of the Southwest 1/4 of Section 7, Township 1 North, Range 12 West, Pulaski County, Arkansas being more particularly described as follows Commencing at a 1" open top pipe found on the East right—of—way line of Fillmore Street at the Soutnwest comer of Lot 10, Block 37 of Cherry and Cox Addition to Little Rock, Arkansas as recorded in Plot Book 1, Page 66 in the Circuit County Clerk's Office of said County; thence run N 01'02'42" E for a distance of 48.89 feet to a 1" crimped pipe found at the Northwest corner of said Lot 10; thence S 89'37'20" W for a distance of 513.55 feet to a 5/8' capped rebor set (SMW) and the Peinl of Beginning; thence S. 02'52'25" E for o distance of 50.00 feel to a 5/6 - capped rebor set (SMW); thence 5 8707'35" W far a distance of 50.00 feel to a 5/6' capped rebor set (SMW): thence H 02'52'25' W for a distance of 50.00 lest to a 5/8" capped rebor set (SMW); thence N 87'07'35" E for o distance of 50.00 feet to the Point of Beginning. Said above described parcel contains 0.06 acres, more or less. 20' INGRESS/EGRESS AND UTILITY EASEMENT An easement lying in the West 1/2 of the Southwest 1/4 of Section 7, Township 1 North, Range 12 West, Pulaski County, Arkansas being more particularly described as follows: — I— Commencing oto 1' open top pipe found on the East right o way line of Fillmore Street at the Southwest comer of Lot 10, Block 37 of Cherry and Cox Add:tian to Little Rack, Arkonsos as recorded in Plat Book 1, Page fib in the Circuit County Clerks Office of said County; thence run N 01'02'42" E far a distance of 48.89 feet to a 1' crimped pipe found at the Northwest corner of said Lot 10; thence S 89'37'20" W for a distance of 513.55 feet to a 5/8' capped rebor set (SMW): thence S 02'52'25" E for a distance of 50.00 feet to a 5/8' capped rebor set (SMyf): thence S 8707'35" W for a distance of 50.00 feet to a 5/6" copped rebor set (SMW); thence N 02'52'25" W for a distance of 25.00 feet to the Point of Beginning of an Ingress/Egress and Utility Easement being 30 feet in width and lying 15 feel each side of the following described centerline; thence S 8757'20" W for o distance of 25.74 leef to o point; thence N 30'59'48" W for a distance of 115.71 feet to a paint; thence N 34'07'45" W for a distance of 118.46 feet to a point; thence N 23'20'17' W for a distance of 29.24 feet to o point; thence N 29'04'05" E for a distance of 39.93 feet to o point; thence N 20'57'32" E for a distance of 86.41 feet to a point; thence N 6T48'31" E for a distance of 67.30 feet to a point; thence N 5T57'11" E for a distance of 54.76 feet to a point; thence N 52'11'26" E for a distance of 31.01 feet to a point; thence N 83'19'24' E for a distance of 36.03 feet to a point; thence S BT04'513" E for a distance of 78.70 feet to a point; thence S BVZ17" E for a distance of 53.54 feet to o point; thence N 83'53'49" E for a distance of 34.86 feet to a point; thence N 68'10'43" E for a distance of 32.21 feet to a point; thence N 51'36'32" E for a distance of 73.42 feet to a point; thence N 61'21'29" E for a distance of 42,89 feet to a point; thence N 7T49'06" E for a distance of 55.74 feet to a point; thence N 88'07'37" E for a distance of 54.46 feet to a point; thence S 8642'51" E for a distance of 99.99 feet, more or less, to the centerline of Fillmore Street and the Point of Ending. Said above described easement contains 0.52 acres, more or less. FLOOD NOTE The suejec' property appears to lie in Ione -X' of the Flood Insurance Rate Map Community Panel No. 05:)19'0102 F, which bears an effective date of October 19, 2001 and IS NOT in o special flood hazard area. No field measurements were used in this determination and an elevation certificate may be needed for verification. SPECIFIC EXCEPTION NOTES This Survey was conducted in reference to o Certificate of Title Examination prepared by Stewart Title of Arkansas file #112134472, doled July 20, 2005. Items not listed below are standard title exceptions and/or are not matters or issues that pertain to this survey. Mortgage from the United Methodist Children's Home Inc. to Pulaski Bank & Trusi filed May 16th, 2001, instrunmatt 2001036644, records of Pulaski County, Arkansas. Not a survey matter. Mortgage from the United Mathod+'at Children's Home Inc to Pulaski Bonk & Trust filed October 24th, 2001, instrument 2001082831, records of Pulaski County, Arkansas. Not a survey matter. Righl of way/easement In favor of ft Public. Ilted March 35th, 1952, In book 482, page 323, records of Puloski Couaty, Arkansas. Supportive document not provided, therefore this surveyor is unable to dalerrmno affects on subject property. Right of way/ecaament in favor of the City of Little Rack, Tied September 161h, 1959, in book 708, page 475, records of Pulo9kl County, Arkansas, Dass not affect subject lease area or access easement, therefore is not shown h eon. Right of woy/eosement in favor of Link Rock Sanitary Sewer, filed September 14th, 1956, in book 613, page 481. Does not affect subject lease ore) or access easement, therefore is not shown hereon. Right of way from United Methodist Childress Home to Little Rock, Sanitary Sewer Commission, filed February 161h, 2005, instrument 2005013982, records of Pulaski County, Arkansas. Does not affect subject lease area or access eosement, therefore is not shown hereon. SURVEYOR'S NOTES 1.. Boundary & Topographic Survey, made oa the ground under the supervision of an Arkansas Registered Land Surveyor, Date of field survey is July S. 2005. 2. Bearings are based an Arkansas South Stole Plone Coordinales NAD 83. 3. No underground ullRirs, underground encraochmenls or building foundaODm were measured or located as a pots of khi6 survey, unless okherrrise shown. Trees and nd shrubs not located, unless otherwise shown. 4. Onsite benchmark is as shown hereon. Elevations shown are in feet and refer to NAVD 88. 5. This Survey was conducted for the purpose of a Boundary & Topographic Survey only, and is not Intended to delineate the regulatory jurisdiction of any federal, state, regional or local agency, board, comrri=ion or other Wmllar entity. 6. Attention is directed to the fact that this survey may have been reduced or enlarged in size due to reproduction. This should be taken into consideration when obtaining scoled data. 7. This Survey was conducted in reference to a Certificate of Title Examination prepared by Stewart Title of Arkunsos file 01204472, doted July 20. 2005. 8. Surveyor hereby states the Geodetic Coordinates and the elevation shown for the proposed centerfine of the lower are accurate to within +/— 15 feet harixorfolly and to within +/— 3 feet vertically (FAA Accuracy Code 1A). 9. Survey shown hereon conforms to the 1,Cvr;mum Requirements us set forth by the State Board for a Clow 'A" Survey. 10. Field data upon which this mop or plot is based has a closure precision of not less than one -fact in 15.000 feet (1':15,000') and an angular error that does not exceed 10 seconds times the square root of the number of angles. turned. Field traverse was not adjusted. SURVEYOR'S CERTIFICATION To Verizon Winslow: le: This is to certify that this mop or plat and the survey on which l is based were made in accordance with 'Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys,' jolnW established and adopted by ALTA, ACSM and HSPS in 1999, and incudes Items 1-6, 10-12 of Table A thereof. Pumuont to the Accuracy Standards as adopted by ALTA. NSPS. and ACSM and in effect on the dote of Brio certificatkm, undersigned further certifies that; the survey measurements were made in accordance with the 'Minimum Angle, Distance, and Cfasure Requirements for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys. yrlliam L. Howell V,CIISTE�r �/� Arkansas Registered o. 1425 �4G� / �� • ' ' � /moi �� • • STATE OF AAIANSAS D. 1425 � r r MEN rrrrlit}�»> METHODIST CHILDREN'S HOME 16 5747B SEC. 7, T -1-N, R -12-W PULASKI COUNTY, ARKANSAS J OC � ILI) NinLU I W � II CL �O w: 0 �O � O 6Z, fA O 3 W a. W E U EST. MAGNETIC NORTH c m W E S EXISTING --- O/H UTILITIES (NP) EXISTING ASPHALT DRIVE EXISTING BUILDING EXISTING 10' WIDE DIRT ROAD EXISTING -- UTILITY POLE (TYP) PROPOSED 12' WIDE GRAVEL DRIVE PROPOSED 150' MONOPOLE LAT: 34 43' 57.097" N LON: –92' 20' 19.453" W ELEV: 321.8' AMSL PROPOSED 38'x 38' --- 8' HIGH WOOD FENCED COMPOUND NEW 6' LANDSCAPE — BUFFER EXISTING B" RCP �1! EXISTING 24" 4r l °• 20TH S7REEf (TYP) EXISTING UTILITY POLE (TYP) - EXISTING ASPHALT DRIVE EX STING BUILDING � • - . : _ - i EXISTING BRICK/METAL WALL 1 ' / ' I II Ire / R 1 \ EXISTING BUILDING >300' \ 1 1� >300' s 1 I – , W. 20TH STREET CENTERLINE OF PROPOSED 20' WIDE ACCESS/UTILITY �.:. EASEMENT EXISTING BUILDING L STING BUILDING NEW LESSEE 6'X16' PAD NEW LESSEE GENERATOR NEW 50'X50' LEASE AREA 514'± 495'± OVERALL SITE LAYOUT PLAN SCALE 1' = 40'-0" vil b L�I I W. 21ST STREET VERIZON WIRELESS TENNESSEEPARTNERSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB FL/fl *** REGISTERED PROFESSIONAL ENGINEER 1k ylr EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 METHODIST CHILDRENS HOME 165747 LITTLE ROCK BTA SITE ADDRESS / COORDINATES 20D2 S.FILLMORE ST. LITTLE ROCK, AR 72204 34'43'59.461"N -92°20'18.883"W OVERALL SITE LAYOUT PLAN SHEET NUMBER 01 CENTERLINE OF NEW 20' WIDE ACESS/UTILITY EASEMENT EXISTING 10' WIDE DIRT ROAD NEW 12' WIDE GRAVEL DRIVE NEW 50'x50' LEASE AREA - NEW 38'X38' 8' HIGH — ' WOODEN FENCE ' NEW 6' WIDE LANDSCAPE - BUFFER. SEE SHEET 4 r FOR LANDSCAPING DETAILS \ NEW LESSEE 12'--' \ \\ r WIDE GATE t \ t \ \ \ \ r \ • 1 _ r r\ EXISTING UTILII POLE EXISTING 0/H UTILITIES `a w I 0 6'-0" SCS 4'-D" NEW LESSEE ICE BRIDGE — PROPOSED 150' MONOPOLE LAT: 34 43' 57.097" N LON: -92' 20' 19.453" W ELEV: 321.8' AMSL 19'-0" 50'-0" 0 0 0 ----- -------- - - - - - NEW LESSEE METER & DISCONNECT ON NEW UTILITY ^' H -FRAME I NEW LESSEE — — — UTILITY RACK w / o 0 , 4'-0" 8'-8"± u I�� 11 1111 � 4' \ _< I CYD o 0 0 ns I P 0006 00 0 LESSEE FUTURE BATTERY CABINET NEW LESSEE EP ED BATTERY CABINET I o o NEW LESSEE EOUIPMENT CABINET LESSEE FUTURE EOUIPMENT CABINET NEW LESSEE 6'X16' PAD NEW LESSEE GENERATOR THIS PLAN IS BASED ON A SURVEY BY SMW .ENGINEERING GROUP, INC. DATED 07/13/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. SITE LAYQUT PLAN SCALE: 1/4" = 1'-0" VERIZON WIRELESS TENNESSEE PAR TNFRSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB ��gCP 1 e pF . ' ARKANSAS fr •k it REGISTERED PROFESSIONAL ENGINEER h1n. 1192r',Aj EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.9562632 METHODIST CHILDRENS HOME 165747 LITTLE ROCK BTA ERIE ADDRESS I COORDNATES 2002 S.FILLMORE ST. LITTLE ROCK, AR 72204 34°43'59.461 "N -92°20'1 8.8B3"W SHEETTum SITE LAYOUT PLAN SHEET NUMEEA 02 EST. MAGNETIC NORTH 1.73'± c r*1 W E S a X73- `k INSTALL NEW 6" THICK LIMESTONE g GRAVEL & LANDSCAPE GEOTEXTILE FABRIC INSIDE COMPOUND & EXTEND 1' OUTSIDE FENCE CONSISTING OF 2" 0 I LAYER #57 LIMESTONE GRAVEL, ON rn TOP OF 2" LAYER CRUSHER RUN, ON TOP OF 2' BASE OF 2" TO DUST COMPACTED. 4'-i" u I�� 11 1111 � 4' \ _< I CYD o 0 0 ns I P 0006 00 0 LESSEE FUTURE BATTERY CABINET NEW LESSEE EP ED BATTERY CABINET I o o NEW LESSEE EOUIPMENT CABINET LESSEE FUTURE EOUIPMENT CABINET NEW LESSEE 6'X16' PAD NEW LESSEE GENERATOR THIS PLAN IS BASED ON A SURVEY BY SMW .ENGINEERING GROUP, INC. DATED 07/13/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. SITE LAYQUT PLAN SCALE: 1/4" = 1'-0" VERIZON WIRELESS TENNESSEE PAR TNFRSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB ��gCP 1 e pF . ' ARKANSAS fr •k it REGISTERED PROFESSIONAL ENGINEER h1n. 1192r',Aj EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.9562632 METHODIST CHILDRENS HOME 165747 LITTLE ROCK BTA ERIE ADDRESS I COORDNATES 2002 S.FILLMORE ST. LITTLE ROCK, AR 72204 34°43'59.461 "N -92°20'1 8.8B3"W SHEETTum SITE LAYOUT PLAN SHEET NUMEEA 02 INSTALL NEW RED MAPLE INSTALL NEW 7 GAL ELEAGNUS EST. MAGNETIC TREES AT 27'-0" O.C., MIN. SHRUBS AT 4'-0" O.C., MIN. 30" NORTH 2" CALIPER WHEN PLANTED. TALL WHEN PLANTED. SEE PLANT SEE PLANT UST TABLE & LIST TABLE & TREE PLANTING DETAIL 1.73t TREE PLANTING DETAIL THIS SHEET THIS SHEET 00 0 0 0 0 0 0 0 i., W b E INSTALL NEW 6" THICK LIMESTONE GRAVEL & LANDSCAPE GEOTEXTILE FABRIC INSIDE COMPOUND & EXTEND f 1' OUTSIDE FENCE CONSISTING OF 2" 14✓] LAYER #57 LIMESTONE GRAVEL, ON TOP OF 2" LAYER CRUSHER RUN, ON TOP OF 2' BASE OF 2" TO DUST COMPACTED. _ --------------- ------ D --------------- \� EXISTING DIRT � ROAD 0 0 pca)c MATURE SIZE (HT x WT) 8 "ACER RUBRUM" . 60 FT x 20 FT 4'O.C. 6 FT x 4 FT (TVP) 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER'S REPRESENTATIVE BEFORE, DURING, AND AFTER INSTALLATION. 5. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED OR COVERED IN PINE STRAW f�✓ / f� EXISTING O/H — NEW 6' WIDE LANDSCAPE 6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING COURSE OF THE WORK. UTILITIES BUFFER INSTALL 2" MIN. - - NEW 50'x50' UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE ENGINEER'S REPRESENTATIVE. LAYER CLEAN LEASE AREA PINESTRAW 9. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR AND MULCH (TYP) THIS PLAN IS BASED ON A SURVEY BY SMW SITE LANDSCAPE PLAN ENGINEERING GROUP, INC. DATED 07/13/05. SCALE: 1/4" = 1'-0' CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 4" TALL, 36" DIAMETER EARTH SAUCER TO RETAIN MULCH. 3" DEEP LAYER SHREDDED BARK MULCH AROUND TREES JH I \---TOPSOIL MIXTURE TAMPED SCARIFY SIDES BALL FIRM TO PREVENT SETTLEMENT BEFORE PLANTING 5 TIMES 5X ROOTBALL TREE PLANTING DETAIL PLANTING LIST QUANTITY SCIENTIFIC NAME COMMON NAME MATURE SIZE (HT x WT) 8 "ACER RUBRUM" RED MAPLE 60 FT x 20 FT 40"ELEAGNUS PUNGENS" ELAEAGNUS 6 FT x 4 FT PINESTRAW MULCH - 2" SETTLED LAYERS OF CLEAN STRAW DGENERAL PLANTING NOTES: 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE. 2. ALL PLANTS MUST BE CONTAINER -GROWN OR BALLED AND BURLAPPED AS SPECIFIED. 3. ALL TREES MUST BE STRAIGHT TRUNKED, FULL HEADED AND MEET ALL REQUIREMENTS SPECIFIED. 4. ALL PLANTS ARE SUBJECT TO THE APPROVAL OF THE ENGINEER'S REPRESENTATIVE BEFORE, DURING, AND AFTER INSTALLATION. 5. ALL PLANTS AND PLANTING AREAS MUST BE COMPLETELY MULCHED OR COVERED IN PINE STRAW f�✓ / f� AS SPECIFIED. 6. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES AND SHALL AVOID DAMAGE TO ALL UTILITIES DURING COURSE OF THE WORK. 7. THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING ALL PLANTING (INCLUDING, BUT NOT LIMITED TO: WATERING, SPRAYING, MULCHING, FERTILIZATION, ETC.) OF PLANTING AREAS UNTIL THE WORK IS ACCEPTED IN TOTAL BY THE ENGINEER'S REPRESENTATIVE. B. THE CONTRACTOR AGREES TO PERFORM ALL LANDSCAPE MAINTENANCE (INCLUDING WATERING) THROUGHOUT THE ONE YEAR GUARANTEE PERIOD UNLESS OTHERWISE DETERMINED. 9. THE CONTRACTOR SHALL COMPLETELY GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR AND MAKE ALL REPLACEMENTS BEFORE OR AT THE END OF THE GUARANTEE PERIOD. 10. THE ENGINEER'S REPRESENTATIVE WILL APPROVE THE STAKED LOCATION OF ALL PLANT MATERIAL PRIOR INSTALLATION. 11. AFTER BEING DUG AT THE NURSERY SOURCE, ALL TREES IN LEAF SHALL BE ACCLIMATED FOR TWO (2) WEEKS UNDER A MIST SYSTEM PRIOR TO INSTALLATION. 12. ANY PLANT MATERIAL THAT DIES, TURNS BROWN OR DEFOLIATES (PRIOR TO TOTAL ACCEPTANCE OF THE WORK) SHALL BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, QUANTITY. SIZE AND MEETING ALL SPECIFICATIONS. 13. STANDARDS SET FORTH IN "AMERICAN STANDARD FOR NURSERY STOCK', LATEST EDITION, REPRESENTS GUIDELINE SPECIFICATIONS ONLY AND SHALL CONSTITUTE MINIMUM QUALITY REQUIREMENTS FOR PLANT MATERIAL 14. ALL TREE PROTECTION MEASURES SHALL BE INSTALLED PRIOR TO GRADING. 15. UNDISTURBED BUFFERS SHALL BE REPLANTED TO BUFFER STANDARDS WHERE SPARSLEY VEGETATED OR WHERE DISTURBED AT APPROVED UTILITY CROSSINGS. REPLANTING IS SUBJECT TO COUNTY ARBORIST APPROVAL- PPROVAL16. 16.SEE PLAN FOR MINIMUM PLANT SIZE, HEIGHT. VERIZONWIRELESS TENNESSEE PARTNERSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB ARKANSAS REGISTERED PROFESSIONAL ENGINEER a EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 METHODIST CHILDRENS HOME 165747 LITTLE ROCK BTA SITE ADDRESS / COORDINATES 2002 S.FILLMORE ST. LITTLE ROCK, AR 72204 34°43'59.461"N -92°20'18.883"W SHEETTTRE SITE LANDSCAPE PLAN SHEET NUVBEA 0 V44' 0 40' 80' 120' SCALE 1" - 40' ,TRASH / &N— ' o Inr R,1 1 I L4�H0 1h 4r ASPHALT DRIVE Il� 0 m r. t� S�I 10' DIRT , cnen W W # LOT 5 f pi LOT 6 20 24' VALLEY GUTTER(TYP) 11 - ou I I !1 ASPHALT DRIVE `Tr - �tY m C3 PRIVATE ASPHALT 20aINCRESs/ECRBS & 0.52 TY EASEHENT 0.52 ACRESf 24" VALLEY GUTTER(TYP) SITE NOT TO SCALE 1 1/2 OPEN LOT 5 W sa TOP PIPE 1 1/2' OPEN W I TDP PIPE - f - a I 1/2" OPEN 20TH STREET TOP PIPE PUBLtt RLGHT-OF-WAY - - (ASPHALT) _ B" RCP •42 E II!! 1�,.g ' g W. 20TH STREET 4 p PUBLIC RIGHT-OF-WAY BUILDING r 1" OPEN BRICK/METAL TOP PIPE WALL I I I III 1 1 t 111111 1 J LOT 12 POE O 'S8'E,: UTILITENT & I a 84'138'57'L} s . I m a 11 Y I o I I I I I RAILROAD CROSS TIE ' RETAINING WALL I - CONCRETE PARKING TRASH BINS�ERICK RETAINING �l WALL DRIVE GRAVEL) FPARKING 4.06 ACRES.* Bu'�Tuc ._------------------ LA ----� Ll II t mull � I i•r � _ I / a __ CENTER OF PROPOSED TOWER IAT: 34.43'57.097' NORTH L2 I �ry LONA 98'20'I9.4W" NEST GROUND EL£VA7TON: 921.8' �°- m ` TEMPORARY PENCh'MARK NAIL IN TREE ELEVATION - 3!5.98' ANCE 50.00' PARENT TRACT 34L--117-00-051-00 NO DEED REFERENCE t al -i l3 In� 10 of l W .J6 7 = U) Z O 9 o 50' X 50' LEASE AREA o, It O U 20'INCRESSIEGRESS & iv * 0 10 1 Z 0 I V I ■� �r = POWER POLE az + = GUY ANCHOR (R) RECORDED INFORWIION z rn o — = Srmcx -- - - - W- - - - - W— = UNDERGROUND WATER O = SANIFARY SEWER N - - ---STORM SEWER a OVERNE0 POWER 0 40' 80' 120' SCALE 1" - 40' ,TRASH / &N— ' o Inr R,1 1 I L4�H0 1h 4r ASPHALT DRIVE Il� 0 m r. t� S�I 10' DIRT , cnen W W # LOT 5 f pi LOT 6 20 24' VALLEY GUTTER(TYP) 11 - ou I I !1 ASPHALT DRIVE `Tr - �tY m C3 PRIVATE ASPHALT 20aINCRESs/ECRBS & 0.52 TY EASEHENT 0.52 ACRESf 24" VALLEY GUTTER(TYP) SITE NOT TO SCALE 1 1/2 OPEN LOT 5 W sa TOP PIPE 1 1/2' OPEN W I TDP PIPE - f - a I 1/2" OPEN 20TH STREET TOP PIPE PUBLtt RLGHT-OF-WAY - - (ASPHALT) _ B" RCP •42 E II!! 1�,.g ' g W. 20TH STREET 4 p PUBLIC RIGHT-OF-WAY BUILDING r 1" OPEN BRICK/METAL TOP PIPE WALL I I I III 1 1 t 111111 1 J LOT 12 POE O 'S8'E,: UTILITENT & I a 84'138'57'L} s . I m a 11 Y I o I I I I I RAILROAD CROSS TIE ' RETAINING WALL I - CONCRETE PARKING TRASH BINS�ERICK RETAINING �l WALL DRIVE GRAVEL) FPARKING 4.06 ACRES.* Bu'�Tuc ._------------------ LA ----� Ll II t mull � I i•r � _ I / a __ CENTER OF PROPOSED TOWER IAT: 34.43'57.097' NORTH L2 I �ry LONA 98'20'I9.4W" NEST GROUND EL£VA7TON: 921.8' �°- m ` TEMPORARY PENCh'MARK NAIL IN TREE ELEVATION - 3!5.98' ANCE 50.00' PARENT TRACT 34L--117-00-051-00 NO DEED REFERENCE t al -i l3 In� 10 of l W .J6 tr a tl v �Im �'-flfl a Z O 9 o 50' X 50' LEASE AREA o, AND U 20'INCRESSIEGRESS & iv * 0 10 I 0 I Z B a LOT 7 I W. 21ST STREET PUBLIC FIG -OF -WAY LOT 12 9 1" CRIMPED 11 S S 8937'20' V 513.55' - -`-- -------------- PIPE "•'- -�------r. POC w 50' X 50' LEASE AREA o, AND m 20'INCRESSIEGRESS & iv * 0 10 UTILITY EASEMENT Pm9 - PONT OF E>EGW64WC 1" OPEN TOP PIPES - 9 METHODIST CHILDREN'S HOME 16 57476 SEC. 7, T -1-N, R-1 2-W PULASKI COUNTY. ARKANSAS U cn� c 1 J �oLQ o� � Or �Lr Q o Oo�4 o NLS a In [� W W N a II O LECls'NU ID a KARGIION VALVE o 5/8' CAPPED RERAR SET = WATER METER (SMW) m = TELEPHONE PEDESTAL • = FOUND PROPERTY MAKER Q - GAS VALVE CI = SET PK NAR ® = WATER VALVE &. MWVRAW OENCH MAK m = G4.5 METER Pm9 - PONT OF E>EGW64WC TY = EIRE HYDRANT POC = POINT OF COMMENCEMENT {} = LICHT ROLE POE = POINT OF ENDING = POWER POLE ♦ = CALCULATED POINT + = GUY ANCHOR (R) RECORDED INFORWIION RIGHT-OF-WAY — — = Srmcx -- - - - W- - - - - W— = UNDERGROUND WATER 5g' = SANIFARY SEWER - - - - - - - - - - ---STORM SEWER OVERNE0 POWER METHODIST CHILDREN'S HOME 16 57476 SEC. 7, T -1-N, R-1 2-W PULASKI COUNTY. ARKANSAS U cn� c 1 J �oLQ o� � Or �Lr Q o Oo�4 o NLS a In [� W W N a II O