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HomeMy WebLinkAboutZ-7916 MapEST. NOM GNNETIC 1.8'1 C W E S ~�' I{'�ctlli1111i; A:.il•::"10. 'Ti1Qi Stait S , {, 'C '^Tad OF Fa ll �` v' u_�,.. e aLO: ASN DEVIATION FROM APPROVED SITE PLAN VOIDS THIS PERMIT. I ! I THIS PLAN IS BASED ON A SURVEY BY SMW OVERALL SITE LAYOUT PLAN ENGINEERING GROUP, INC. DATED 7/11/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SCALE: 1 " = 30'-0" CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. VERIZON WIRR ESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB 0 I,lWW05 ISSUED FOR WCF REV DATE DESCRIPTION FPROF5,Fr r6 EER e yV o�AR SIltiSP,5 � REGISTERED a PROFESSIONAL y ENGINEER q4 Ise _ 1 O i T RE S SEAL) 'dEm"',-c*mu.l - MIG EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 WESTWOOD_AR 165771B LITTLE ROCK BTA SITE ADDRESSr COORDINATES HERNDON ROAD LITTLE ROCK, AR 72204 LAT: 34"41'45.070"N LON: -92°22'13.210"W SHEET OVERALL SITE LAYOUT PLAN SHEET NUMBER 01 I f f I I I � 1 f o' o I +I I M II I Z a � I w +I I � � I PROPOSED ' 12' WIDE j I / ACCESS ROAD I I PROPOSED 150' I MONOPOLE LAT. 34!41'45.072"N j I LON:-9T22'12.703"W I / ELEV: 298.9' AMSL jJ i a " !f - PROPOSED 1 loo' X loo' f I LEASE AREA EXISTING fy 335'-2" — 195'-3" UTILITY POLE (TYP) rj— - I — — — EXISTING TELEPHONE f I PEDESTAL — — 1 I i — — — PROPOSED 6' EXISTING 0/H — WID LANDSCAPE UTILITY UNE(S) I / SSEE CENTERLINE OF 1 12' X 6' PROPOSED 30' I SHELTER WIDE ACCESS/UTILITY EASEMENT I I PROPOSED I I 0 50'x50' EXISTING l ! EXISTING EXISTING I FENCED I PROPERTY TRAILER 7RryE rn COMPOUND LINE (TYP) t 1 —STI EXING EXISTING II 4 I BLOCK SHED METAL SHED I 1 — EXISTING I HALT DRIVE I ' EXISTING GATE EST. NOM GNNETIC 1.8'1 C W E S ~�' I{'�ctlli1111i; A:.il•::"10. 'Ti1Qi Stait S , {, 'C '^Tad OF Fa ll �` v' u_�,.. e aLO: ASN DEVIATION FROM APPROVED SITE PLAN VOIDS THIS PERMIT. I ! I THIS PLAN IS BASED ON A SURVEY BY SMW OVERALL SITE LAYOUT PLAN ENGINEERING GROUP, INC. DATED 7/11/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING SCALE: 1 " = 30'-0" CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. VERIZON WIRR ESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB 0 I,lWW05 ISSUED FOR WCF REV DATE DESCRIPTION FPROF5,Fr r6 EER e yV o�AR SIltiSP,5 � REGISTERED a PROFESSIONAL y ENGINEER q4 Ise _ 1 O i T RE S SEAL) 'dEm"',-c*mu.l - MIG EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 WESTWOOD_AR 165771B LITTLE ROCK BTA SITE ADDRESSr COORDINATES HERNDON ROAD LITTLE ROCK, AR 72204 LAT: 34"41'45.070"N LON: -92°22'13.210"W SHEET OVERALL SITE LAYOUT PLAN SHEET NUMBER 01 EST.OETIC 0 0 0 0 P- RTH 8 1 8' INSTALL 2" MIN. LAYER U CLEAN PINESTRAW ELAEAGNUS 6 FT x 4 FT MULCH (TYP) �� PROPOSED 50'x50' — FENCED COMPOUND NEW COMPOUND m WOOD FENCE ' W E L_ S i ON WE I m w ��Nw� ff�A 0 0 0 0 9 0 0 0 INSTALL NEW 7 GAL ELEAGNUS SHRUBS AT 4'-0" O.C., MIN. 30" TALL WHEN PLANTED. SEE PLANT LIST TABLE & TREE PLANTING DETAIL THIS SHEET INSTALL NEW RED MAPLE TREES AT 27'-0" O.C., MIN. 2' CALIPER WHEN PLANTED. SEE PLANT UST TABLE & TREE PLANTING DETAIL THIS SHEET 11110 0 /i%/i moo( o0000000/,00() NEW 6' WIDE LANDSCAPE BUFFER - EXISTING TREELINE THIS PLAN IS BASED ON A SURVEY BY SMW SITE LANDSCAPE PLAN ENGINEERING GROUP, INC. DATED 07/11/05. SCALE: 3/16' = 1'-0" CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. a U 0 0 I C4N I 4" TALL. 36" DIAMETER EARTH SAUCER TO RETAIN MULCH. 3" DEEP LAYER SHREDDED BARK MULCH AROUND TREES Jrcl—�� TOPSOIL MIXTURE TAMPED SCARIFY SIDES BALL FIRM TO PREVENT SETTLEMENT BEFORE PLANTING 5 TIMES 5X R00T aALL TREE PLANTING DETAIL PLANTING LIST QUANTITY 0 0 0 0 P- COMMON MATURE SIZE NAME (HT x WT) 8 "ACER RUBRUM" RED MAPLE 60 FT x 20 FT U F -1 F - ELAEAGNUS 6 FT x 4 FT PINESTRAW MULCH - 2" SETTLED LAYERS OF CLEAN STRAW �� 0 o 0 L_ _JL---- -' —(_"� moo( o0000000/,00() NEW 6' WIDE LANDSCAPE BUFFER - EXISTING TREELINE THIS PLAN IS BASED ON A SURVEY BY SMW SITE LANDSCAPE PLAN ENGINEERING GROUP, INC. DATED 07/11/05. SCALE: 3/16' = 1'-0" CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. a U 0 0 I C4N I 4" TALL. 36" DIAMETER EARTH SAUCER TO RETAIN MULCH. 3" DEEP LAYER SHREDDED BARK MULCH AROUND TREES Jrcl—�� TOPSOIL MIXTURE TAMPED SCARIFY SIDES BALL FIRM TO PREVENT SETTLEMENT BEFORE PLANTING 5 TIMES 5X R00T aALL TREE PLANTING DETAIL PLANTING LIST QUANTITY SCIENTIFIC NAME COMMON MATURE SIZE NAME (HT x WT) 8 "ACER RUBRUM" RED MAPLE 60 FT x 20 FT 51 "ELEAGNUS PUNGENS" ELAEAGNUS 6 FT x 4 FT PINESTRAW MULCH - 2" SETTLED LAYERS OF CLEAN STRAW GENERAL 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 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 16. SEE PLAN FOR MINIMUM PLANT SIZE, HEIGHT. VERIZON WIRELESS TENNESSEEPARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB U� *kik REGISTERED PROFESSIONAL ENGINEER r No. 11926 _,6 n*r EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 WESTWOOD_AR 165771B LITTLE ROCK BTA SRE ADDRESS I COORDMTES HERNDON ROAD LITTLE ROCK, AR 72204 LAT. 34'41'45.070'N LON:-92"22'13.210'W [��SHEETTIIUE LANDSCAPE PLAN SHEET NUMBER 04 CITY OF LITTLE ROCK INST. 90-42699 C.M. CONDE EAST 530'(R) 3100-11 4. C.M. CONDE 3100-12 MENELAOS N. & KATHERINE PORFIRIS DEED BOOK 624, PAGE 457 SHISSLER 3100-03 ii. M x -ASPHALT POB Z 1 POB DRIVE 30' INGREWEGRE5S & $ UTILITY EASEMENT • 0.25 ACRES± 1 { S 9700'00' E 10D.00'1 1 l t GRAVEL r 1 „ DRIVE S 36.40'43' W� r S 31.98' i � TEMPORARY BENCHMARK r^. o � w NAIL IN TREE ASPHALT I ELEVATION = 370.07' DRIVE (0 I BLOCK © r PORCH �.IETAIL SHED1C.M.0-10 w 1 >; 90.00'00' W 100.00' 3100-1a �I 1 ` l+j TRAILER m (moi, o 0 4 I I TREE LINENOTE: TO BE S 20'27'31' W I I REMOVEDEES FROM LEASE SPECIFIC EXCEPTION 48.93'± AREA RIGHT-OF-WAY EASEMENT INST. 9808862 25,' POE 30'fNGRESS/EGRESS & UTILITY EASEMENT - va,•-.­p-._.­ap_._.­i,.-WEST 5301(R} -p -'-.-op-•-,, O5/8" REBA GATE HERNDON ROAD CITY MAINTAINED ROAD (ASPHALT) SURVEYOR'S NOTES 1. Topographic and Lease Parcel Survey, made on the ground under the supervision of an Arkansas Registered Land Surveyor. Dale of field survey is June 28, 2005. 2. Beorings are based on Arkansas South Stoke Plane Coordinates NAD 83. 3. No underground utilities, underground encroachments or building foundations were measured or located as a part of this survey, unless otherwise shown. Trees and 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 Topographic and Lease Parcel Survey only, and is not intended to delineate the regulatory jurisdiction of any federal, slate, regional or local agency, board, commission or other similar 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 token into consideration when obtaining scaled data. 7. This Survey was conducted in reference to a Certificate of Title Examination prepared by Stewart Title of Arkansas, Stewart Title 47056503, dated July 13, 2005. 8. Surveyor hereby states the Geodetic Coordinates and the elavotivn shown for the proposed centerline of the tower ore accurate to within +/- 20 feel horizontally and to within +/- 5 feel vertically FAA A r / ( Accuracy Code 1A). 9. Survey shown hereon conforms to the Minimum Requirements as set forth by the State Board for a Class "A" Survey. 10. Field data upon which this map or plat is based has a closure precision of not less than one -foot 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 ongie ; tamed. Field traverse was not VASOUEZ, JAMES INSTRUMENT 00-005258 SPECIFIC EXCEPTION NOTES CENTER OF PROPOSED TOWER LAT: 34'4.145.072' NORTH LON. 92-22'12.703" WEST GROUND ELEVATION: 298.9' WOODED I W r POB 100' X 100' LEASE3 ACRES± io +0 NI -I wl I a1 N1 I oI =I -i' -op- � � - -p- This Survey was conducted in reference to o Certificate of Title Examination prepared by Stewart Title of Arkansas, Stewart Title #7050503, doted July 13. 2005. Items not listed below are standard title exceptions and/or are not matters or issues that pertain to this survey. Right of way easement from Katherine Porfiris to City of Little Rack, Arkansas for the use and benefit of the Little Rock Municipal Water Works, filed November 12th, 1998, instrument 9808882, records of Pulaski County, Arkansas. Does affect parent trod Ful docs not affect lease arca ar acceso eo"ment os Ohown herevn, VICLWY AlAP nwp PARENT TRACT DESCRIPTION (DEED HOOK 624, PAGE 457) Part of the NE 1/4, of the NW 34. Section 26, Township one North, Range 13 West, more particularly described as: Starting at the NE comer of the NE %. of the NW 11A, thence South 493.6 Feet, to a point of beginning, thence South 801.9 feet, thence West 530 feet, thence North 801.9 feet, thence East 530 feel, to the point of beginning, containing ten acres, more or less. 100' X 100' LEASE AREA A parcel of land being a portion of that certain tract of and as recorded in Deed Book 624, Page 457 to the Office of the Circuit Clark, Puleskl County, Arkareos, lying in Section 26, Township 1 North, Range 13 West and being more parliculafly described as follows: a � Commencing at o Yi" rebar found at the Southend carnet of above said tract of lord: thence run N 88'09'12" W along the South Fine of said tract for o distance of 134.93 Net to 0 5/8" moor W found at the Norlhecal corner of o parcel of land as recorded in Instrument 00-006288 in the x Office of the Circuit Clerk of said County; thence N 01'22'43" E for a distance of 124.03 feet to 0 5/8" copped rebar set (SMW) and the Point of Beginning; thence N 90'00'00" W for a distance y of 100.00 feet to a 5/8' capped rebar set (SMW); thence N 00'00'00" E for a distance of 100.00 feet to a 5/8" capped rebar set (SMW); thence S 90.00'00" E for a distance of 100.00 feet to a 5/8" capped rebar set (SMW): thence S 00'00'00" W for a distance of 100.00 feet to the Point of Beginning. Said above described parcel contains 0.23 acres, more or less. 30'INGRESS/EGRESS AND UTRM EASEMENT z m �= FIBER OP77C CABLE NMKER O - 5/8' CAPPED REBAR SET ® = NUL Box (SMW) m - TELEPHONE PEDESTAL w= FOUND PROPERTY NMKER © = GAS VALVE O = SET PK AWL ® = WATER VALVE -0 = TEMPORARY BENCH NARK ® - GAS METER POB - POINT OF BEGINNING 17 - FIRE HYDRANT POC - POINT OF COMMENCEMENT ♦,� = LIGHT POLE POE = POINT OF ENDING = POWER POLE • = CALCULATED POINT + GUY ANCHOR (R) = RECORDED INFORMATION ---ROW RIGHT-OF-WAY • - = SEMCK UNDERGROUND WATER !moi = SANITARY SEWER ------------SMD - • - • -op- . - SEWER . -op- = OVERR640 POWER PARENT TRACT DESCRIPTION (DEED HOOK 624, PAGE 457) Part of the NE 1/4, of the NW 34. Section 26, Township one North, Range 13 West, more particularly described as: Starting at the NE comer of the NE %. of the NW 11A, thence South 493.6 Feet, to a point of beginning, thence South 801.9 feet, thence West 530 feet, thence North 801.9 feet, thence East 530 feel, to the point of beginning, containing ten acres, more or less. 100' X 100' LEASE AREA A parcel of land being a portion of that certain tract of and as recorded in Deed Book 624, Page 457 to the Office of the Circuit Clark, Puleskl County, Arkareos, lying in Section 26, Township 1 North, Range 13 West and being more parliculafly described as follows: a � Commencing at o Yi" rebar found at the Southend carnet of above said tract of lord: thence run N 88'09'12" W along the South Fine of said tract for o distance of 134.93 Net to 0 5/8" moor W found at the Norlhecal corner of o parcel of land as recorded in Instrument 00-006288 in the x Office of the Circuit Clerk of said County; thence N 01'22'43" E for a distance of 124.03 feet to 0 5/8" copped rebar set (SMW) and the Point of Beginning; thence N 90'00'00" W for a distance y of 100.00 feet to a 5/8' capped rebar set (SMW); thence N 00'00'00" E for a distance of 100.00 feet to a 5/8" capped rebar set (SMW); thence S 90.00'00" E for a distance of 100.00 feet to a 5/8" capped rebar set (SMW): thence S 00'00'00" W for a distance of 100.00 feet to the Point of Beginning. Said above described parcel contains 0.23 acres, more or less. 30'INGRESS/EGRESS AND UTRM EASEMENT z An easement being a portion of that tartan tract of land as recorded in Deed Book 624, Page w 457 in the Office of the Circuit Clerk, Pulaski County, Arkansas, lying in Section 26, Township 1 _ AREA North, Range 13 West and being more particularly described as follows: w CITY OF LITTLE ROCK UT9.77y EASEMENT 3 NO DEED REFENCE Commencing at a 'fj" rebar found at the Southeast earner Of above sold trott at lard; thence run 2 N 8509'12" W along the South line of sold tract lot 0 distance of 134.93 feet to a 5/8' rotor O X found at the Northeast earner or a parcel of land os recardad In Instrument DO -006265 in the v a Office of the Circuit Clerk of said County; thence N 01'22'43- E for o distance of 124.03 feet to o a 5/8" copped Tabor set (SMW): thence N 90'00'00" W for a distance of 100.00 feel to a 5/8" of capped rebar set (SMW): thence N 0000'00' E for a distance of 77.90 feet to the Point of Y U Beginning of an Ingress/Egress and Utility Easement being 30 feet in width and lying 15 feet each WU side of the following described cenleriine; thence S BC'31'25" W for o distance of 189.11 feet to a point; thence 5 36'4043" W for a distance of 31.9B feet to o point; thence S 00'20'03" E for a distance of 87.04 feet to a point; thence 5 20'27'31" W for a distance of 48.93 feet, more or CIL less, to the South property line of above said tract of land and the Northerly side of Herndon Road (prescriptive right-of-way) and the Point of Ending. Said above described easement contains 0.25 acres, more or less. FLOOD NOTE o The subject property appears to lie in Zone "X" of the Flood Insurance Rate Map Community Panel No. 0501810103F, which bears on effective date of October 19, 2001 and IS NOT in a special y flood hazard area. No field measurements were used in this determination and an elevation certilicate may be needed for verification. • SURVEYOR'S CERTIFICATIDN POC IGD' X 100' _ AREA 3LGA 1NCRls'rS� RES, & UT9.77y EASEMENT - Cf) 2 7 _ IIW., v a I z Ar ¢ I J{ C.� 0)a � o z � x Y U IJ ALJ pcD WU 0 40' 80' 120' SCALE: 1" = 40' To Verizon Wireless: This is to certify that this map or plot and the survey on which it is based were made in accordance with 'Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys,' jointly established and adopted by ALTA. ACSM and NSPS in 1999, and includes Items 1-6, 10-12 of Table A thereof. Pursuant to the Accuracy Standards as adapted by ALTA, NSPS, and ACSM and in effect an the dote of this certification, undersigned further certifies that; • the survey measurements were made in accordance with the 'Minimum Angle, Distance, and Closure Requirements for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys." William Howell Azkarman Ragiater 425 �f A ',.NJ%- 4�1'1�11�1 i� .•' -STATE OF AMWAS No.] IV 5 WESTWOOD_AR ='�� :• S1 ATATUR = #165771 B �' • $'Z'��" �~_� SEC. 26, T -1-N, R -13-W � L gO �'. •'• �� PULASKI COUNTY, ARKANSAS Cewl - Cf) Lit to IIW., v a v C.� 0)a x IJ ALJ pcD WU CIL II o LOO y ct- a > �3 y2^ G. O E.. a w F U