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HomeMy WebLinkAboutZ-7983-A MapS VERIZON �� r,,_... ­y 10At WIRELESS PROJECTQ p0 SITE C� /SOAf TLNNESSEE �Rr 4R in En � Fs�cam:�sEn Lu ( HEREIN AFTER REFERRED TO A S 'Z ESSEE"� sf SITE NAME: IVESVILLE ARm,GGEE 3 3 14301 CANTRELL ROAD PULASKI COUNTY: LITTLE ROCK, AR 72223 T -CELL#: 165784C DRAWING INDEX 01 TITLE SHEET 1 OF 1 SITE SURVEY 03 OVERALL SITE LAYOUT PLAN 04 SITE LAYOUT PLAN 05 TOWER ELEVATION & FENCE DETAILS 06 SITE LANDSCAPE PLAN APPLICANT ADDRESS VERIZON WIRELESS TENNESSEE PARTNERSHIP 500 WEST DOVE ROAD SOUTHLAKE, TX 76092 CONTACT: TRACY REEVES PHONE: (682) 831-3245 PROJECT MANAGER EXCELL COMMUNICATIONS, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, AL 35173 CONTACT: BRIAN SANDERS PHONE: (205) 956-0198 EXT.211 RADIO ENGINEER DAVID MASON (682)831-3234 CONSTRUCTION ENGINEER TIM CALETKA (210) 871314 JIM VENDITTE (IN MARKET) (501) 258-1379 IMPLEMENTATION MANAGER ANGELINA NETHERCOTT (210) 871-6316 CONSTRUCTION MANAGER TRACY REEVES (682)831-3245 PERMITTING BUILDING PERMIT: CITY OF LITTLE ROCK REX LYONS 723 W. MARKHAM ST, 2ND FLOOR LITTLE ROCK, AR 72202 (501) 371-4724 DIRECTIONS: FROM VERIZON SOUTHLAKE, TAKE 1.635 EAST TO 1-30. TAKE 1-30 EAST TO LITTLE ROCK, AR.. FROM I-30 IN LITTLE ROCK TAKE 1-430 NORTH TO EXIT 9, CANTRELL ROAD, TURN LEFT (WEST) AND PROCEED 2.4 MILES. WESTSIDE PLAZA IS ACROSS FROM THE KROGER SHOPPING CENTER AND JUST PAST THE SPACE PLACE. THE TOWER SITE IS LOCATED BEHIND THE SHOPPING CENTER AND IN FRONT OF THE LAST STORAGE BUILDING. SITE INFORMATION SYSTEM: LITTLE ROCK T-CELL#:165784C APPLICABLE BUILDING CODES AND STANDARDS CONTRACTOR'S WORK SHALL COMPLY WITH ALL APPLICABLE NATIONAL, STATE, AND LOCAL CODES AS ADOPTED BY THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ) FOR THE LOCATION. THE EDITION OF THE AHJ ADOPTED CODES AND STANDARDS IN EFFECT ON THE DATE OF CONTRACT AWARD SHALL GOVERN THE DESIGN. CONTRACTOR'S WORK SHALL COMPLY WITH THE LATEST EDITION OF THE FOLLOWING STANDARDS. PROPERTY OWNER AMERICAN CONCRETE INSTITUTE (ACI)318, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE J G CONSTRUCTION Co. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), MANUAL OF STEEL CONSTRUCTION, ASD, NINTH P 0 BOX 7683 EDff10N TELECOMMUNICATIONS INDUSTRY ASSOCIATION (TIA) 222-F, STRUCTURAL STANDARDS FOR STEEL LITTLE ROCK, AR 72204 ANTENNA TOWER AND ANTENNA SUPPORTING STRUCTURES: PHONE: (501)663-0077 TIA 607, COMMERCIAL BUILDING GROUNDING AND BONDING REQUIREMENTS FOR TELECOMMUNICATIONS 911 SITE ADDRESS INSTITUTE FOR ELECTRICAL AND ELECTRONICS ENGINEERS (IEEE) 81, GUIDE FOR MEASURING EARTH RESISTIVITY, GROUND IMPEDANCE, AND EARTH SURFACE POTENTIALS OF A GROUND SYSTEM 14301 CANTRELL ROAD IEEE 1100 (1999) RECOMMENDED PRACTICE FOR POWERING AND GROUNDING OF ELECTRONIC EQUIPMENT LITTLE ROCK, AR 72223 IEEE C62.41, RECOMMENDED PRACTICES ON SURGE VOLTAGES IN LOW VOLTAGE AC POWER CIRCUITS (FOR LOCATION CATEGORY °C3" AND 'HIGH SYSTEM EXPOSURE") POWER COMPANY: ANSIT1.311, FOR TELECOM -DCPOWER SYSTEMS -TELECOM, ENVIRONMENTAL PROTECTION ENTERGY FOR ANY CONFLICTS BETWEEN SECTIONS OF LISTED CODES AND STANDARDS REGARDING MATERIAL, 900 S. LOUISIANA METHODS OF CONSTRUCTION, OR OTHER REQUIREMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL LITTLE ROCK, AR GOVERN. WHERE THERE IS CONFLICT BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC PHONE: (800) 368-3749 REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL GOVERN. TELEPHONE COMPANY SOUTHWESTERN BELL #1SHACKLEFORD LITTLE ROCK, AR PHONE: (800) 464-7928 ENGINEER: CHRIS KEATHLEY PHONE: (501) 373.6594 POLICE DEPARTMENT LITTLE ROCK POLICE PHONE: (501) 371-4829 FIRE DEPARTMENT LITTLE ROCK FIR_ DEPARTMENT PHONE: (501) 371-4829 APPROVED ADMIWSTRATIVELY By PIannin . & DeveiopmIant Staff Sect to 0 'Itions N on WCF Permii. P,V: Date: ANY DEVIATION FROM APPRO SITE PLAN VOIDS THIS PERMIT. VERIZON -�- WIRELESS TENNESSEEPARTNERSH/P 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 0 103IM061 ISSUEO FOR ZONING REV DATE DESCRIPTION P R9 SA f+IEER t f ARKANSAS 'e REGISTERED r PROFESSIONAL ENGINEER No. 11 6 (NOT VALWOUT�SIGNATUREtSSAJ EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.9562632 IVESVILLE_AR 165784C LITTLE ROCK SfrE ADDRESS I COORDINATES 14301 CANTRELL ROAD LITTLE ROCK, AR 72223 LAT: 34°48'04.119"N LON: -92°2548.498"W SHEETTRLE TITLE SHEET SHEET NUMBER 01 15.44'(R)- x S 00'05.4D' V (R) 11 II a S 00'57'05' V O - PO 20EINGRE3S/ECRESS & �l -=LIN EASELIEW \\ r CONCRETE FLUME 11 Il SIGN CURB n x ■ a6' x BD' lJ LVJ \ LEASE AREA AND 20' INGRESS/EGRFSS & EASEIIE17T 11 II a JI ,I� O L= \ ASPHALT PARKING 65.09' L4 N 001001DO' E RAMP RA1JP L5 N 90'00'00' E I Zit 3 89.88' RAM N 111'02'43' E 361.57'= II ¢� a - = SET84CK - - - - - - - - - - I«- = UMM'89901204O WATER - - - - ------ - SWRARY SEWER WID - STORM SEWER - -op -oF- - OVERHEAD POWER 06 W� 0\\ 0 I nq '\ BUILDING v ■ ■ w y O E I � gyp\ \ F U � \ JG CONSTRUCTION / LEWIS REALTY \ INSTRUMENT #B2-65DO � {I \ I �� \\ ASPHALT PARKING \- WOOD FENCE N i\ 59. 3d �46 • � y� \ �'All I SANITARY WkNI'LOL-E �i -_.■ ,- . �` N TOP -307.37' 24"CMP IN 0N -3O0.57' 24'10..299.37' ..INVERT -302,15 ■N� `' OLJT=295.02' _ _ SPI s 0 40' BO' SCALE: 1" = 40' 1'4TE PARENT TRACT JG CONSTRUCTION / LEWIS REALTY INSTRUMENT NOS. 81-9382 & 82-6500 LINE BEARING DISTANCE L7 N 90'00'00' E 65.00' 12 S 00'00'00' E GOAD, L3 N 90'00'00' V 65.09' L4 N 001001DO' E 90.00' L5 N 90'00'00' E 51.55' L6 2D7'aa,38' E 89.88' L7 N 111'02'43' E 361.57'= w91 f \INVERT=302.63' ■ 1 I\ ■ p08 ■ 65' X 80' LEASE AREA ■ 0.12 ACRFSt CENTER OF TOWER L IAT: 344B'09.119" NORTH 10Th 92K6'4B.49B- WEST GROUND ELEVATION. 311.0' LOT 8 SECLUDED HILLS P.H. V SPECIFIC EXCEPTION NOTES AOBCA R]G r RpW JG CONSTRUCTION / LEWIS REALTY NO DEED REFERENCE CONCRETE DUMPSTER PAD SANITARY MANHOLE TOPo30&53' IN=300.93' OUT'~T00.73 (TYP.) CONCRETE r,Hl', - ��- 3Tt LOT 7 �1T;_•., This survey is based on a trtie report prepared by Stewart Title of Arkansas, File Verizon Wireless- Ivesville ArC, dated December 6, 2005. O Items not listed below are standard title exceptions and/or are not matters or t -i issues that pertain to this survey. Z Right of way to Suburban Sanitary Sewer Improvement District No 222 of PCA, filed N December 11, 1979, Instrument No. 79-47782, records of Pulaski County, Arkansas. Does not affect subject property and is not shown hereon. Easement to Little Rock Municipal Water Works, filed June 28, 1978, Circuit Case Number 78-3333, records of Pulaski County. Arkansas. Does not affect subject property and is not shown hereon. Corrective Richt of way Easement filed July 19, 1963 in Book 841, Page 351, to Little Rock Municipal Water Works, records of Pulaski County, Arkansas- Supportive document is illegible for this surveyor to determine the affect on subject property therefore it is not shown hereon. 120' Exchange Easement filed August 161h, 1978, Instrument No. 78-33356, records of Pulaski County, Arkansas. Does not affect subject property and is not shown hereon. BUILDING LAT 6 AHTD R.O.W. MONUMENT N:2089621.540 I-- STATE .STATE OF • ��. 333.70'(171 -' 0.1€2 Y RENCRMARK - _ �QN 9. s •' S)ONA Llli..T'. POB 20' TNGRE95/EGRES4 & UTILITY F.d.SEIIENT 021 ACRES* FENCE TO BE REMOVED OR RELOCATED L0T 5 rife . vj, Oh L L WLUNELiEi7iiE a LMEND ® POWER BOX o 5/6' GIPPED REWR SEE ® WATER A& -TER (SMW) n1ETv10,I0F' PEErMW ■ - FDWM PFVPf9w EMRAO7T © = GIS VALVE o SEE PK NUL lP WATER VALVE # = TEMPORARY BENCH "W ® = GAS UEETER PM = POINT ar BEGIAN4NG '0 = EIRE HYDR,Wr POC = PONT OF C1HaAEM1>:65•ENr ik = LLCM POLE POS - POINT OF ENDING = POWER POLE • - "CULATID POINT = GUY ANCHOR <R1 = RECORDED INFORMATION ---dYN' - RIGHT-Or-IYAY - = SET84CK - - - - - - - - - - I«- = UMM'89901204O WATER - - - - ------ - SWRARY SEWER - STORM SEWER - -op -oF- - OVERHEAD POWER SURVEYOR'S NOTES I. Topographic & Lease Parcel Survey, made on the around under the supervision of an Arkansas Registered Land Surveyor. Dote of field survey is October 26, 2005. 2. Bearings are bored on Arkansas South State Plane is NAD 83. 3. No underground ubTrtfes, 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. Bcnchmark trend is a concrete monument and brass disc. NAVD 88 Datum with an established elevation of 304 feet, (92.8 meters), PID AE2985. Onsite benchmark is as shown hereon. Elevations sham are in feet and refer to NAVD 8B. 5. This survey was conducted for the purpose of a Topographic & Lease Parcel Survey only, and is not intended to delineate the regulatory jurisdiction of any federal, state, 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 taken into consideration when obtaining scaled data. 7. This Survey was conducted with the benefit of an Abstract Title Search. 8. Surveyor hereby states the Geodetic Coordinates and the elevation shown for the proposed centerline of the tower are accurate to within +/- 15 feet horizontally and to within +/- 3 feet vertically (FAA Accuracy Code 1A). 9. Survey shorn hereon conforms to the Minimum Requirements as set forth by the Stake Board for o Clow "w Survey. 10. Feld ditto 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 angles turned Feld traverse was not adjusted. PARENT TRACT (INSTRUMENT NOS_ B1-9382 AND 62-6500) 81-9382 The West One -Half of the East One -Half of the Northeast Quarter of the Northeast Quarter (W 1/2 E 1/2 NE 1/4 NE 1/4) of Section 19, Township 2 North, Range 13 West, Pulaski County, Arkansas. 82-550Q The East One -Half of the West One -Half of the Northeast Quarter of the Northeast Quarter (E 1/2 W 1/2 NE 1/4 NE 1/4) of Section 19, Township 2 North, Range 13 West, Pulaski County, Arkansas. 65' X 80' LEASE AREA A parcel of land lying in Section 19, Township 2 North, Range 13 West PLlaski County, Arkansas and being more particularly described as follows: Commence at o 1' open top pipe found in place at the Northwest tamer of a tract of land recorded in Instrument 182-6500 in the Circuit Clerk's Office in said count); thence nm S 29'40'10" E for a distance of 539.40 feet to a 5/8" capped rebar set (SMW) and the Point of Beginning; thence N 90'00'00' E for a distance of 65.00 feet to a 5/8" capped rebar set (SMW); thence S 00'00'00' E for a distance of 80.00 feet to a 5/8" capped rebar set (SMW); thence N 91700'00' W for a distance of 65.00 feet to a 5/8' capped rebar set (SMW); thence N 00'00'00- E for a distance of 80.00 feet to the Point of Beginning. Said above described parcel contains 0.12 acres, more or less. 20' INGRESS/EGRESS & UTILITY EASEMENT An easement lying in Section 19, Township 2 North, Range 13 West Pulaski County. Arkansas and being more particularly described as follows: Commence at a 1" open top pipe found in place at the Northwest comer of a tract of land recorded in Instrument $82-6500 in the Circuit Clerk's Office in said county; thence run S 29'40'10' E for a distance of 539.40 feet to a 5/8" capped rebar set (SMW); thence N 90'00'00" E for a distance of 51.65 feet to the Point of Beginning of on Ingress/Egress and Utility Easement being 20 feet in width and lying 10 feet on each side of the following described centerline; thence N 01'00'38' E for a distance of 89.88 feet to a point; thence N 01'02'43" E for a distance of 361.57 feet, more or less, to the South right-of-way line of Cantrell Road and the Point of Fading. Said above described easement contains 021 acres, more or less_ FLOOD NOTE The subject property appears to lie in Zone "AE' of the Flood Insurance Rate Map Community Panel No. 050181 0041 F. which bears an effective dote of October 19, 2001 and IS in a special flood hazard area, with a base elevation of 314 feet as scaled from said flood map. No field measurements were used in this determination and an elevation certthcate may be needed for verification. SURVEYOR'S CERTIFICATION 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 on the date 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 L H H Arkansas Req. tared Mo- 1425 IVESVILLE_AR 165784C SEC. 19, T -2-N, R-1 3-W PULASKI COUNTY, ARKANSAS LU U 8J � /� " 1 L6 QLn J Q 1Z (0old If�J� W 4 U Luka w q y O E � W 4 a F U ad .0 t E t7�7���rrA� N � M .� toO N N �tTO^ pv VJ N 9:4 v W EXISTING UTILITY POLE (TYP) EXISTING 0/H — UTIUTY LINE(S) (TYP) EXISTING PROPERTY LINE (TYP) POW__ EST. MAGNEf1C NORTH 1.72 t CAW ROADRI�Iry� L Lil I 40*_ \ _ O ! \ EXISTING PROPOSED 100' MONOPOLE LAT: 34. 48' 04.119" N LON: —92' 25' 48.498" W ELEV: 311.0' AMSL NEW 65'x80' LEASE AREA PROPOSED 53'x68' COMPOUND WITH 8_� HIGH WOODEN FENCE OVERALL SITE LAYOUT PLAN SCALE: 1" = 40' I jr I r I r I r � r ' 1 ` I i — EXISTING CURB (TYP) I r _ter EXISTING GATE (TYP) \ --- EXISTING CARPORT I \ r CENTERLINE OF NEW I 20' WIDE ACCESS/UTILITY EASEMENT A - NEW LESSEE 12' X 26' SHELTER I I J I THIS PLAN IS BASED ON A SURVEY BY SMW \ ENGINEERING GROUP, INC. DATED 11/03/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. VER/ZON 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 [NOT Dam EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 IVESVILLE_AR 165784C LITTLE ROCK SRE ADDRESS ! COORDINATES 14301 CANTRELL ROAD LITTLE ROCK, AR 72223 LAT: 34°48'04.119"N LON: -92°25'48.498"W SHEET TIiL.E OVERALL SITE LAYOUT PLAN SHEET NUMBER 03 f�ARKANSAS F.-GISTEREJ PROFESSIONAL ENGINEER 1 y: XF [NOT Dam EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 IVESVILLE_AR 165784C LITTLE ROCK SRE ADDRESS ! COORDINATES 14301 CANTRELL ROAD LITTLE ROCK, AR 72223 LAT: 34°48'04.119"N LON: -92°25'48.498"W SHEET TIiL.E OVERALL SITE LAYOUT PLAN SHEET NUMBER 03 I TOWER It A � I TOWER ELEVATION DETAIL 1 NTS INSTALL 1 x 6 BOARDS VERTICALLY, 2 6'S MAY SLOPE OR BE HORIZONTAL TO ACCOUNT FOR GRADE CHANGES. SPACE 1 x 6 BOARDS EQUALLI (3/8" MAX.) THE TOP AND BOTTOM WOOD CROSS BRACES SHALL BE PLACED 6" FROM THE END OF THE WOOD PICKETS. THE MIDDLE BRACE SHALL BE CENTERED WITHIN THE FENCE. q TYPICAL WOOD FENCING DETAIL i NTS INSIDE - OUTSIDE COMPOUND COMPOUND ATTACH EACH 2 x 6 CROSS BRACE TO THE 4 x 4 TREATED WOOD POST WITH 2-3" x 1/4" GALVANIZED LAG BOLTS WITH WASHERS (TYP.) 4 x 4 — 2 x 6 TREATED TREATED WOOD CROSS WOOD POST BRACE (TYP.) (TYP.) - ATTACH EACH 1 x 6 WOOD PICKET TO F` THE 2 x 6 CROSS BRACE WITH 3 GALVANIZED NAILS (TYP.) 1 x 6 WOOD PICKET (TYP.) 1/� . SLOPE 4 (TYP) DETAIL r NTS - TYPICAL SECTION WOOD FENCE TYPICAL WOOD FENCING 1. ALL WOOD FENCE POSTS AND RAILS TO BE NO. 2 PINE CCA PRESSURE TREATED LUMBER. 2. PICKETS TO BE 7/8 " THICK NO. 1 SPRUCE OR CCA PRESSURE TREATED PINE. CORNER AND GATE > POSTS TO BE 6X6 NO.2 PINE CCA PRESSURE TREATED LUMBER. 3. UNE POSTS TO BE 4X4 NO. 2 PINE CCA PRESSURE TREATED LUMBER. 4. ALL HARDWARE TO BE HOT DIP GALVANIZED. TYPICAL WOOD FENCING NOTES DETAIL 4 ,) NTS VERIZOJN WIRELESS TENNESSEEPARTNERSHIP 3100 WEST END AVENUE SUITE I I DD NASHVJLLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB D 03/22105 ISSUED FOR ZONING REV DATE I DEscapIrIDN PROF _ t�.EUGINEER .� r • �"L a -AS 1z r�h�r�L FROFESS!ONAL y ENIG IRER F L1 �r�nn?r P (NOT VALID GNATLRE 8 SEAL] EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD SIRMWGRAM, ALABAMA 35173 PHONE: 20,956,0198 FAX: 205.956.2632 IVESVILLE_AR 1657840 LITTLE ROCK Orr AMSEii lCOPnOMTF$ 14301 CANTRELL ROAD LITTLE ROCK, AR 72223 LAT: 3448'04.319"N LON: -92°25'48.498"W TOWER ELEVATION & FENCE DETAILS SHEET rNWER 05 EST. MAGNETIC NORTH 1.72'± H .L t m W E S THIS SECTION OF EXISTING FENCE TO BE REMOVED n 0 0 0 0 Go 0 0 0 0 0 — — INSTALL NEW 6" THICK LIMESTONE GRAVEL & LANDSCAPE GEOTEXTILE FABRIC INSIDE l 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. INSTALL 2" MIN. LAYER CLEAN PINESTRAW MULCH (TYP) LTJ 0100 CONDITIONS PRIOR TO COMMENCEMENT OF SITE LANDSCAPE PLACE CONSTRUCTION. SCAI,E: 3/16" = 1'-0" INSTALL NEW RED MAPLE TREES AT 27'-0" O.C., MIN. 2" CALIPER WHEN PLANTED. SEE PLANT UST TABLE & TREE PLANTING DETAIL THIS SHEET SCARIFY SIDES JB"AL{ BEFORE PLANTING 5 TIMES 4" TALL, 36" DIAMETER EARTH SAUCER TO RETAIN MULCH. 3" DEEP LAYER SHREDDED BARK MULCH AROUND TREES TOPSOIL MIXTURE TAMPED FIRM TO PREVENT SETTLEMENT TREE PLANTING DETAIL PLANTING LIST QUANTITY INSTALL NEW 7 GAL--/ COMMON NAME ELEAGNUS SHRUBS AT 4'-0" 9 O.C., MIN. 30" TALL WHEN RED MAPLE PLANTED. SEE PLANT LIST 63 TABLE & TREE PLANTING ELAEAGNUS DETAIL THIS SHEET THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 11/03/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING 0100 CONDITIONS PRIOR TO COMMENCEMENT OF SITE LANDSCAPE PLACE CONSTRUCTION. SCAI,E: 3/16" = 1'-0" INSTALL NEW RED MAPLE TREES AT 27'-0" O.C., MIN. 2" CALIPER WHEN PLANTED. SEE PLANT UST TABLE & TREE PLANTING DETAIL THIS SHEET SCARIFY SIDES JB"AL{ BEFORE PLANTING 5 TIMES 4" TALL, 36" DIAMETER EARTH SAUCER TO RETAIN MULCH. 3" DEEP LAYER SHREDDED BARK MULCH AROUND TREES TOPSOIL MIXTURE TAMPED FIRM TO PREVENT SETTLEMENT TREE PLANTING DETAIL PLANTING LIST QUANTITY SCIENTIFIC NAME COMMON NAME MATURE SIZE (HT x WT) 9 'ACEP. RUBRUM" RED MAPLE 20 FT x 20 FT 63 "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 SURLAPPED 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. VERIZONWIRELLESS TENNESSEE PARTNERSHIP 3100 WEST END AVENUE SUFFE1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION =NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB 0 l0r22M ISSUED FOR ZONING REV DATE DESCRIPTION PIRO,E SALE IiJEER f�• 16 ARXALNI+AS tiq Eg3lLT�G�o :� REG IST; i_Ti1:!0 p ROF ":0IN AL EI ,-_1 'FliR �! �?C:pII {62 VALID TH S N1+4'rURS k seal} Aw cconaftemFowpm. umm- EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 IVESVILLE_AR 165784C LITTLE ROCK SITE ADDRESS I COORDINATES 14301 CANTRELL ROAD LITTLE ROCK, AR 72223 LAT: 34°48'04.119"N LON: -92°25'48.498"W SHEET TITLE SITE LANDSCAPE PLAN SHEET NUMBER 06