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Home My WebLink AboutZ-5454-C MapPOE 30' INGIWS/EGRESS LEUPIVD _ o - 5/8' CAPPED REHAB SET �I LINE REARING DISTANCE (SUN & UTILITY EABFJlTNT e = FOUND PROPERN PARKER m - GIS VALVE LI N 86'50'06' v 45.00' � CpNCRETE ® - CAS METER a�}Jt 8LUX '44' LZ N 03'09'54' E 60.00' POC - PONT OF COMMENCEMENT * = LIGHT POLE POS - POWT OF ENDING - POWER POLE L3 5 86.50'06' E 45.00' - GUY ANCHOR N 89'42'15' W = -- ROW L4 S 03'04'54' W 60.00' B4.38't 0 - - - - W OOMROLMID WATER --------- -- ----- - SANITARY SEWER - - - --- -- --- -- O H U) 0 - -Op = OVERHEAD POWER O Z F+ [Zr] c TE En I in 4 Z - L E a v Q Ne BLJ TEMPORARY BENCBIM f ASPHrtir AREA a 7i" IN CONCRETE ' � , �. - • • � EI EVA77ON = 272.87' ry} 0 50' 100' 150' 1 I STS vM SCALE: 1" = 50' GRAVEL AREA PVLASKI COUNTY SPECIAL SCHOOL D19MCT DEED BOOK 92, PAGE 04106 CONCRETE CJI ++ POB + 30' INGRESS/EGRESS f rola, m & UT11= EASEMENT 0.80 ACRESf a f x � x FOOTBALL FIELD . L=259.17' can v R=156.82' C LEN=230.66' I` I I Fit.ri BG=S 50'37'58' W11f f _ _ _ 'V 10 436.43' GRAVEL ORNIE N 8 2.01'78• s ` ^ - - ` ' OTE U y 6-5' CHAIN LINK FENCE STEEL POLE LOT 172 LOT 171 LOT 170 LOT 169 LOT 168 LOT 167 LOT 166 LOT 165 LOT 164 SOUTHGATE SUBDIVISION ff B• 2004. PG. 004258 17I 18i 19120r2J12212,112,112.1 1.1 : 31 33 34 35 36 37 38 39 PARENT TRACT PULASKI COUNTY SPECIAL SCHOOL DISTRICT 86 D.B. 92, PG. 04106 87 SITE 172 I 1 171 11701159+i68{167ll56i165i164J163'162 HOYT'SII LSII REPLAT SU13DIVION M.B. 2000, PG. 0022890 OWNERSHW MAP NO SCALE 89 VAN ROAD SOUTHGATE SUBDIVISION M.B. 2004, PG. 004258 18 MCCLELLAN PLACE SUBDIVISION 17 M.B. 1982, PG. 21112 i6 13 HOYT'S REPLAT M.B. 2000, PG. 0022890 PARENT TRACT (DEED HOOK 92, PAGE 04106 LOT 88 SOUTHGATE SUBDIVISION M.B. 2004, PG. 004258 LOT 89 CENTER OF TOWER LAT: 34'3943.185" NORTH LON. 92'20'31.849' WEST GROUND ELEVATION: 270.6' Llry. 45BX 60' LEASE AREA \ 0.06 ACRESA, \ I \• � \4 \ LOT 19 SURVEYOR'S NOTES ® = POWER BOX LEUPIVD _ o - 5/8' CAPPED REHAB SET �I ® - MITER AFTER (SUN ¢j - 71E EA GNE PITDE$7AL e = FOUND PROPERN PARKER m - GIS VALVE ❑ - SET PX NUL ® - WivER MW � * - 1EUPORARY BENCH M4RK ® - CAS METER a�}Jt 8LUX Pais - P&WF Or 60WNDO 17 - PW HYDRANT POC - PONT OF COMMENCEMENT * = LIGHT POLE POS - POWT OF ENDING - POWER POLE - CALCLUTED PONT - GUY ANCHOR (R) - RECORDED TNFORW710N -- ROW - RIGHT-OF-WAY _tea = SETBACK - - - - - e•- - - - - W OOMROLMID WATER --------- -- ----- - SANITARY SEWER - - - --- -- --- -- - --- = S70RIr SEWER - -Op = OVERHEAD POWER S 1. Topographic & Lease Porcel Survey, made an the ground under the supervision of an Ariwnsoe Registered Land Surveyor. Dote of field survey is March 24. 200.5. 41 2. Bearings are based an Arkansas South State Plane Coordinates NAD 83, Lnw 3. No underground utilities, underground encroachments or building foundotione re we ------- �w measured or located os a part of this survey, unless otherwise shown. Trees and shrubs flat L5� located, unless otherwise shorn. �a 4. Sanehmark used to a concrete monument and brass disc. NAVD 88 Datum with an mestablished elevation of 303 feet, (92.4 meters), PID AE3004. Onsite benchmark Is as shown hereon. Elevations shown are in feet and refer to NAND 88, LOT 18 5. This survey was conducted for the purpose of a Topographic & Lease Parcel Survey only, ei and is not intended to delineate the regulatory jurisdiction of any federal, state, reglanal or cpm. local agency, board, commission or other similar entity, v 6. Attention is directed to the fact that this survey may have been reduced or enlarged in size due to reproductlon. This should be taken into considaroton when obtaining scaled data. 7. Thin Survey wos conducted in reference to a Certificate of Title Exominotion letter by Stewart Title of Arkansas, dated March 18, 2DOS. No ourvey matters exist. B. Surveyor hereby states the Geodetic Coordinates and the elevation shown for the proposed rB" REBAR ceMaHine of the tower are accurate to within +/- 15 feet horizontally and to within +/- 3 feet vertically (FAA Accuracy Code 1A). 9. Survey shown hereon conforms to the Minimum Requirements as set forth by the State LOT 17 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 t5,000 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. 3" REBAR LOT 163 j LOT 162 1 "LCCRIMP pip REBAR LOT T3� LOT 16 45' X 60' LEASE AREA 5'X 60' LEASE AREA lyAORMS S J.i r ,ZT,••��f & UTILITY EASEMENT STATE OF ,ARKANSAS Z jNo. 14 5 = �_ 1� '� •' A316ATURi+� � ,.s's "•�� T-ZZ`��5 tires•' `'`}' All VL ��'V A LAPS Part of the fractional SW1/4 of NW7/4 of Section Six (6), Township One (1) South, Range 12 West, Pulaski County, Arkansas, described as follows: Beginning at the Southwest comer of said Fractional SWI/4 NW1/4, thence North 1020 feet along the West line of said Fractional SWI/4 NW1/4 Section 6, thence East 854.12 feet; thence South 1020 feet to a point on the South line of said Fractional SWI/4 NW1/4; thence West 854.12 feet to the point of beginning, containing 20 acres, more or less. Parcel No. 2, Part of the SW7/4 NW1/4, Section 6, T -1-S, R -12-W, Little Rock, Pulaski County, Arkansas, being more particularly descriDed as: Beginning at the SW Cofn<r NW1/4 Section 6; thence N 00' 11' 27" W. 1020.00 feet; thence N 89' 48' 33" E. 40.00 feet; thence S 00' 11' 27" E. 1020.00 feet; thence S 89' 48' 33" W. 40.00 feet to the point of beginning, containing 40800.00 square feet or 0.94 acres more or less. Parcel No- 3. Part of the SWI/4, Section 6, T -1-S, R -12-W, Little Rock, Pulaski County, Arkansas, being more particularly described as; Beginning at the NW Comer SW1/4 Section 6; thence N 89' 48' 33" E. 40.00 feet; thence S 00' 11' 27" E. 244.62 feet; thence S 00' 09' 34" E. 154-71 feet; thence S 89' 50' 26' W, 40.00 feet; thence N 00' 09' 34" W. 154.66 feet; thence N 00' 11' 27" W, 244.62 feet to the point of beginning, containing 15972.39 square feet or 0.37 acres more or less. A parcel of land being a portion of that certain tract of land as described in Deed Book 92, Page 04106 in the Circuit Clerk's Office, Pulaski County, Arkansas lying in Section 6. Township 1 South, Range 12 West and being more particularly described as follows: Commence at a 1" Crimp found in place at the Northeast comer of Lot 161, Hoyte Replot as recorded In Map Book 2DD0, Page 0022890 in the Circuit Clark's Office of sold County; thence run N 3$'08'08• W a distance of 244.17 feet to a 5/8' tabor set (54W) and the Point of lleginNng; thence N 86'50'06" W a distance of 45.00 feet to a 5/8" rebar set (Slid thence N 0.3.09'54• E a diatonce of 60.00 feet to a 5/8' rebor set (SWW)- thence S 66'50W E o distance of 45.00 feet to 0 5/B" rcbar set (SUV); thence S 0509'54- Wa distance of 80 -DD feet to the Pant of Beginning. Said aboue described pdrul contains 0.06 acres, more or less. 30-INGRESS/EGRESS & UTIIATY EASEMENT An easement being a portion of that certain tract of land as described in Deed Book 92, Page 04106 in the Circuit Clark's Office, Pulaski County, Arkansas lying in Section 6, Township 1 South, Range 12 West and being more particularly described as follows: Commence at a 1" crimp found in place at the Northeast comer of Lot 161, Hoyt's Replat as recorded in Map Book 2000. Page 0022890 in the Circuit Clerk's Office of said County thence run N 38'08'08' W a distance of 244.17 feet to a 5/6' rebor set (SMW): thence N 86'50'06" W a distance of 30.00 feet to the Point of Beginning of an Ingress/Egress and Utility Easement being 30 feet in width and lying 15 lest on each side of the following described centerline; thence with a curve to the right honing a radius of 156.82 feet, an orc length of 259.17 feet, and having a chord bearing of S 5907'58- W and a chard length of 230.66 fact to a paint: thence N 82'01'18' W a distance of 69.69 feet to a point; thence N 8705'09' W a distance of 432.43 feet to a point; !harts N 02'55'08' E a distance of 313.97 feet to a point; thence N 89'42'15" W a distance of 84.38 feet, more or less, to the center line of Geyer Springs Road and the Point of Ending. Said above described easement contains 0.80 acres, more or less_ FLOOD NOTE The subject property appears to I've in Zone "X' of the Flood Insurance Rate Map Community Panel No- 050181 0112 F, which bears an effectwe date of October 19, 2001 and IS NOT in a special flood hazard area. No field meosuremants were used in this determination and an elevation certificate may be needed for verillcotlon. SURVEYOR'S CERTIFICATION To Verizon Wireless: This is to certify that this map or plat and the survey an which it is based were made in accordance with "Minimum Stondord Detail Requirements for ALTA/ACSM Lona Title Surveys,' jointly established and adopted by ALTA, ACSM and NSPS in 1999, and includes Items 1-5, 10-12 of Table A theraol. Pursuant to the Accuracy Standards as adopted by ALTA, NSPS, and ACSM and in effect on the date of this certification. undersigned further certifles that; • the survey measurements were made in acoordance with the "Minimum Angle, Distance, and Closure Requirements for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land Title Surveys.` McCLELLAN HIGH SCHOOL T -C ELL #165749 SEC. 6, T -1-S, R -12-W William L Howell PULASKI COUNTY, ARKANSAS Arkansas Reglste No. 1425 .' �I � � o LLJ I.'^I LQQ�I � 4 W a�}Jt 8LUX VI y Q c) 0 _tea a .'7 O Z F+ [Zr] c Ci 1r N •y �53 r P t� O 401 o N l�f� 41N CIn 4 Go ;S td f/J N Pr Z, GSA oL (D z z D EXISTING CONCRETE �•^ EXISTING GATE CENTERLINE OF NEW 30' WIDE ACCESS/UTILITY EASEMENT EXISTING ~ - ASPHALT I AREA I - EXISTING 716'-7" EXISTING 6' TALL CHAIN LINK FENCE EXISTING 3'-6" TALL EXISTING - BLEACHERS PROPOSED 48'x 33' - COMPOUND W/8' w z J 0 a O m a- 0 0 o 0 N A 732'-10" CHAIN LINK FENCE HIGH WOODEN FENCE 716'-1" l 1 ! EXISTING ^--^-- I + FOOTBALL FIELD \ \ EXISTING 10' WIDE ' I I GRAVEL DRIVE ' I EXISTING WIDE 1 NEW 12' WIDE I GRAVEL DRNE DRIVE GRAVEL DRIVE , EXISTING GATE �J EXISTING 6'-6" TALL EXISTING I ` CHAIN LINK FENCE GATE y EXISTING STEELcq w z rr 0 0- O a 0 I- 0 0 N A 202'-8" EXISTING CONCRETE (TO BE REMOVED) EXISTING LIGHT POLE (il'P) 17(ISn G uTY POLE (TYP) NEW LESSEE GENERATOR PAD PROPOSED 140' MONOPOLE LAT: 34' 39' 43.165" N LON: -92" 20' 31.849" W ELEV: 270.6' AMSL 219'-2" 202'-8" NEW 6' WIDE LANDSCAPE BUFFER NEW LESSEE 45'X60' LEASE AREA EXISTING ASPHALT (TO BE REMOVED) EXISTING 0/H UTILITIES (TYP) EST. No�ETIC 1.73'± c m W E S ` fTTlif. ,i.i'r �'i=`llv €ti Frei uRO?vt APPROVED THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 04/04/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING OV RALL SITE LAYOUT PLAN CONDITIONS PRIOR TO COMMENCEMENT OF SCALE: 1" = 40'-0" CONSTRUCTION. VERIZONW/RELESS TENNESSEEPAR WSRS111P 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 LEVl0712010 ISSUED FOR WCF DATE DESCRIPTION PROF : INFER Co -� $ SASItl RECSSTERED ► PROC=ESSIONAL ENGINEER Ng, 11926 ME a Sir 46�7mmv =A !NG EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 McCLELLAN HIGH SCHOOL 165749 LITTLE ROCK BTA SITE ADDRESS 700RDINATES 9425 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 LAT: 34°3943.165"N LON: -92°20'31.849"W SHEET TIRE OVERALL SITE LAYOUT PLAN SHEET NUMBER 01 EST. MAGNETIC NORTH }.73't G m W E S N THIS PLAN IS BASED ON A SURVEY BY SMW SITE LANDSCAPE PLAN_ ENGINEERING GROUP, INC. DATED 06/01/05. SCALE: 1/4" = 1'-O" CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. - INSTALL 2" MIN. LAYER CLEAN PINESTRAW MULCH 'INSTALL NEW RED MAPI (TREES AT 27'-0" O.C., 'MIN. 2' CALIPER WHEN PLANTED. SEE PLANT UST TABLE & TREE PLANTING DETAIL THIS SHEET i It 1 I /INSTALL NEIN 7 GAL ELEAGNUS SHRUBS AT 4'-0" O.C., MIN. 30" TALL WHEN PLANTED. SEE ' PLANT LIST TABLE & TREE PLANTING DETAIL THIS SHEET e i INSTALL NEW 6" THICK LIMESTONE GRAVEL & LANDSCAPE GEOTEXTILE FABRIC INSIDE COMPOUND & EXTEND I' OUTSIDE FENCE CONSISTING OF 2" LAYER #57 LIMESTONE GRAVEL, ON TOP OF 2" LAYER CRUSHER RUN, ON TOP OF 2" BASE OF 2" TO DUST COMPACTED. 4" TALL, 36" DIAMETER EARTH SAUCER TO RETAIN MULCH. 3" DEEP LAYER SHREDDED BARK MULCH AROUND TREES \-TOPSOIL MIXTURE TAMPED SCARIFY SIDES BEFORE PLANTING 5 TIMES (5X) FIRM TO PREVENT SETTLEMENT TREE P TING AlL PLA TING Ll T QUANTITY SCIENTIFIC NAME COMMON NAME MATURE SIZE (HT x WT) 8 "ACER RUBRUM' RED MAPLE 60 FT x 20 FT 42 'ELEAGNUS PUNGENS" ELAEAGNUS 6 FT x 4 FT PINESTRAW MULCH - 2" SETTLED LAYERS OF CLEAN STRAW GENERA� PLANTING NOTES: 1. ALL PLANTS MUST BE HEALTHY, VIGOROUS MATERIAL, FREE OF PESTS AND DISEASE- 2. ISEASE2. 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 LML€IIES AND SHALL AVOID DAMAGE TO ALL UTILMES 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. S. 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 SPARSL.EY VEGETATED OR WHERE DISTURBED AT APPROVED UTILITY CROSSINGS. REPLANTING IS SUBJECT TO COUNTY ARBORIST APPROVAL- 16. PPROVAL16. SEE PLAN FOR MINIMUM PLANT SIZE, HEIGHT. VERIZON WIRELESS TENNESSEEPARTNERSHIP 3100 WEST END AVENUE SURE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY. MDB a$��pSE of n $ A KANSAS REGISTERED PROFESSIONAL ENGINEER �1¢# ,gEmr ZL EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 McCLELLAN HIGH SCHOOL 165749 LITTLE ROCK BTA SITE ADDRESS 1 COORDINATES 9425 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 LAT. 34°39'43.165"N LON: —92°20'31.849"W SHEEP TIRE SITE LANDSCAPE PLAN SHEET NUMBER 04 oL zc� 5 VI EXISTING CONCRETE fEXISTING GATE CENTERLINE OF NEW 30' WIDE ACCESS/UTILITY EASEMENT I I EXISTING - - I I I ASPHALT f I AREA II I I A I � EXISTING 716'-7" EXISTING - BLEACHERS EXISTING 6' TALL CHAIN LINK FENCE PROPOSED 48'x 33' - EXISTING 3'-6' TALL COMPOUND W/8' w w z Z J � w w w 0 0 a a O 0 /r Ir a a 0 0 00 0 0 N N A A I I 732'-10" CHAIN LINK FENCE HIGH WOODEN FENCE I I 71 S'-1" I II E 3snNG I II I FOOTBALL FIELD-\ I I I EXISTING 10' WIDE I I GRAVEL DRIVE �' 3 I I EXISTING 10' WIDE GRAVEL DRIVEI NEW GRAVEL • WIDE DRIVE / I I EXISTING GATE I EXISTING 6'- TALL - EXISTING CHAIN LINK FENCE I (y I GAS � � - ` _ I EXISTING STEELPOLE - oe eq QVERALL SITE LAYOUT PLAN SCALE: 1" = 40'-0" 202'-8" EXISTING CONCRETE (TO BE REMOVED) EXISTING LIGHT POLE (TYP) DOSTI G LRY POLE (TYP) NEW LESSEE GENERATOR PAD PROPOSED 140' MONOPOLE LAT: 34' 39' 43.165" N LON: -92' 20' 31.849" W ELEV: 270.6' AMSL 219'-2" 202•-8" NEW 6' WIDE LANDSCAPE BUFFER NEW LESSEE 45'X60' LEASE AREA EXISTING ASPHALT (TO BE REMOVED) EXISTING O/H UTILITIES (7YP) 7.'74-- FROM: 4--FROM: APPROVED Z — -�' c -f Y-`/— C EST. MAGGNHETIC NORT 1.73± C m W E S THIS PLAN IS BASED- ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 04/04/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. VER/ZONW/RELESS MINESSEEPARTNERS111P 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 _ S ** REGISTERED pROFESSIONAL ENGINEER 'r. 14o- 11926 -g mr mm EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.9562632 McCLELLAN HIGH SCHOOL 165749 LITTLE ROCK BTA SITE ADDRESS / COOROMATES 9425 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 LAT. 34°39'43.165"N LON: -92°20'31.849"W SHEET TITLE OVERALL SITE LAYOUT PLAN SHEET NUMER 01 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 i fl We * tk EGISTERED %- PROFESSIONAL ENGINEER � OF. i i9 � t VA .W LINA E.SEAL) EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 McCLELLAN HIGH SCHOOL 165749 LITTLE ROCK BTA SRE ADDRESS I COORDMATES 9425 GEYER SPRINGS ROAD LITTLE ROCK. AR 72209 LAT: 34°39'43.165"N LON:—92°20'31.849"W SHEETME SITE ELEVATION PLAN SHEET NUMBER 03 EST. MAGNETIC NORTH 1.73'± C m W E S F N THIS PLAN IS BASED ON A SURVEY BY SMW SITE LANDSCAPE PLAN ENGINEERING GROUP, INC. DATED 06/01/05. SCALE: 1/4" = 1'-0' CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. INSTALL 2" MIN. LAYER CLEAN PINESTRAW MULCH `+INSTALL NEW RED MAPi TREES AT 27'-0' O.C., :MIN. 2" CALIPER WHEN 'PLANTED. SEE PLANT LIST TABLE & TREE r PLANTING DETAIL THIS SHEET r r ff-INSTALL NEW 7 GAL ELEAGNIS SHRUBS AT 4'-O' O.C., MIN. 30' TALL WHEN PLANTED. SEE PLANT UST TABLE & TREE PLANTING DETAIL THIS r SHEET INSTALL NEW 6' THICK LIMESTONE GRAVEL & LANDSCAPE GEOTEXTILE FABRIC INSIDE COMPOUND & EXTEND 1' OUTSIDE FENCE CONSISTING OF 2" LAYER #57 LIMESTONE GRAVEL, ON TOP OF 2" LAYER CRUSHER RUN, ON TOP OF 2" BASE OF 2" TO DUST COMPACTED. 4" TALL, 36" DIAMETER EARTH SAUCER TO RETAIN MULCH. 3" DEEP LAYER SHREDDED BARK MULCH AROUND TREES R to Imo; 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 FI x 20 FT 42 '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. 8. 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 EDMON, 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. PPROVAL16. SEE PLAN FOR MINIMUM PLANT SIZE, HEIGHT. VERIZON WIRELESS TENNESSEEPARTNERSHIP 3100 WEST END AVENUE SURE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB ��ANESAS REGISTERED PROFESSIONAL ENGINEER Ole E%CELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 McCLELLAN HIGH SCHOOL 165749 LITTLE ROCK BTA SrTE ADDRESS f COORONATES 9425 GEYER SPRINGS ROAD LITTLE ROCK, AR 72209 LAT: 34°39'43.165"N LON: -92°20'31.849"W SHEET 7fRE SITE LANDSCAPE PLAN SKEET NW2a 04