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Z-5522-B Map0 20' SCALE 1' - 20' SPECIFIC EXCEPTION TITLE NOTES This survey Is basad on a certificate of tills examination by Stewart Title of Tennessee, Inc., LT File No. 250100015, doted 0ecnm4mr 14. 2005. Rema not listed below are standard title exception and/or are not matters or Issues that Pertain to thin survey. 1. Easement to the CRY of Little Rock recorded May 11, 1937, in Book 246, Page 566, said dark's Office. Dass not affect the subject property. 2 Right of way easement in favor of City of Littla Rack recorded October 10, 1985, as Instrument No, 85-56120, aa:d clerks OIOce. Does not affect the subject property. I 1 POc 75'X75' 0 1 LEMS A7tE.l AND AP6RE$,SELCM793 p I I" MU &lSi3E67l7• S I 7' Cfa11P PIPE SE CORNER LOT 23 AN s1 MEEKS MOR N f RB 856. PG 427 o I I rn j I 1 S 87'36,12' E 170.06' PARENT TRACT DETAIL 1'43' NOT TO SCALE 0 Z POC EEN DRIVE 1' [Ii1MP Z o+ �g[DOo SITE I l U ra11 J{ MARKS �rc 776, PG 383 t°o 1 - 61Edtt.1Tw FONT a 4. Benchmark used Is a concrete monument end brass disc. NAVD 88 Datum with on established elevation of 585 fest, ul p 1/2' REBAR1/2- Se7840r ------g�----ir-- WXV010" aw1ER -- . S Y!Uffr SEVER 5. This wrrey was conduatad for the purpose of a Topographic & Lamm. Parcel Survey only, and Is not Intended to REBAR k should be taker, Into consideration when obtaining scold data. 7. This Survey was conducted with reference 10 a astft-irte of title axomfnatlon by Stewart Fido of Tennessee, na, LT Foe U supperOvm dacumants No abstract r■aaarch ■am performed by the surveyor. � 0 20' SCALE 1' - 20' SPECIFIC EXCEPTION TITLE NOTES This survey Is basad on a certificate of tills examination by Stewart Title of Tennessee, Inc., LT File No. 250100015, doted 0ecnm4mr 14. 2005. Rema not listed below are standard title exception and/or are not matters or Issues that Pertain to thin survey. 1. Easement to the CRY of Little Rock recorded May 11, 1937, in Book 246, Page 566, said dark's Office. Dass not affect the subject property. 2 Right of way easement in favor of City of Littla Rack recorded October 10, 1985, as Instrument No, 85-56120, aa:d clerks OIOce. Does not affect the subject property. I 1 POc 75'X75' 0 1 LEMS A7tE.l AND AP6RE$,SELCM793 p I I" MU &lSi3E67l7• S I 7' Cfa11P PIPE SE CORNER LOT 23 AN s1 MEEKS MOR N f RB 856. PG 427 o I I rn j I 1 S 87'36,12' E 170.06' =/ N SITE ® - POMR Bar PARENT TRACT DETAIL ®- w47ER rams NOT TO SCALE LEAWOOD MANOR POC EEN DRIVE 1' [Ii1MP ®- wim war£ o+ �g[DOo SITE I l N uPARENT TRACT 'nST. e MARKS �rc 776, PG 383 t°o 1 - 61Edtt.1Tw FONT a 4. Benchmark used Is a concrete monument end brass disc. NAVD 88 Datum with on established elevation of 585 fest, ___Asa'---- 1/2' REBAR1/2- Se7840r ------g�----ir-- WXV010" aw1ER -- . S Y!Uffr SEVER 5. This wrrey was conduatad for the purpose of a Topographic & Lamm. Parcel Survey only, and Is not Intended to REBAR k should be taker, Into consideration when obtaining scold data. 7. This Survey was conducted with reference 10 a astft-irte of title axomfnatlon by Stewart Fido of Tennessee, na, LT Foe "COR supperOvm dacumants No abstract r■aaarch ■am performed by the surveyor. -NE -1/4 occurote to withwn +/- 15 tee hodzantally and to withln +/- 3 fact vertically (FAA Aocuraclr rade W. LEAWOOD HEIGHTS IST ADDITION RB 9. PG 87 =/ N SITE ® - POMR Bar o - 5/B' OUVEa FMW ser ®- w47ER rams (SUW LS 10751) SURVEYOR'S NOTES- ----------S7tWY ® - a4S WQC 13 - Ser PX MkL ®- wim war£ * - mmiaiiw 201c N war ® - au am pa - pony Gr Xcsaaw >7 - FEE tftDu r roc - POirf or a114697xfla +r C - rdlff rota ins - POW or END" 1Q - PO*M POLE 1 - 61Edtt.1Tw FONT a 4. Benchmark used Is a concrete monument end brass disc. NAVD 88 Datum with on established elevation of 585 fest, ___Asa'---- - RAfM-0r-IWr Se7840r ------g�----ir-- WXV010" aw1ER -- . S Y!Uffr SEVER _ _ Sam? _Op- P oaErN SURVEYOR'S NOTES- ----------S7tWY ]NCRETE _ 1. This Is a Topographic g Lease Parcel Survey, made on the ground under the supervision of an Arkansas Registered Land Surveyor. Date of field is April 005. North tate 2. Bearings ore based on Arkan■ae North State Flone Caard'mates HAD 83. onmurveyArk 3. No underground ubTillea, undargramd vacroochmamta ar bwldcvq foundotions Frere measured or located as a part of this Q: survey, unless otherwise shown. Tress end shrubs not located, unless otherwise shown. a 4. Benchmark used Is a concrete monument end brass disc. NAVD 88 Datum with on established elevation of 585 fest, [172.3 males], PW AE3DOS. Drnslte benchmork is as shown hereon. Elevations shown arc in feet and refar to NAV0 8B. 5. This wrrey was conduatad for the purpose of a Topographic & Lamm. Parcel Survey only, and Is not Intended to dervmcta the regulatory jurftdiction of ary federal, state, regional ofkcal agenNcy, board. enrisnls.Tan w aimr el-11cr entity. 6. Attention Is diractad to this fact that U -4m survey may have been reduced or eorod In size due to reproduction, This k should be taker, Into consideration when obtaining scold data. 7. This Survey was conducted with reference 10 a astft-irte of title axomfnatlon by Stewart Fido of Tennessee, na, LT Foe No. 250106615, ddted Oanembar 14, 2005, Determloatiam arm based solely an the legal descriptiam within the provided supperOvm dacumants No abstract r■aaarch ■am performed by the surveyor. 8. Surveyor hereby stales 11e Geodetic Coordinates and the elwalion sha*n far the proposed centers" of the tower ere occurote to withwn +/- 15 tee hodzantally and to withln +/- 3 fact vertically (FAA Aocuraclr rade W. 9. 5urvay sham hereon conforms to the !!intima Raquir*mants as set forth by the, State Board for a Class A' Survey. I0. Said data upon which this map ee plat is tweed has a closure prmdstoh of not leas than ora -foot in 15.000 feat and an onquior error that does net exceed 10 seconds Omr the ssquora root of The number of anglem turned. Field tmm- wa. sat adjusted. T7s C PARENT TRACT (DEED BOOK 776, PAGE 363)(SUPPT BY CLIENT) The El/2 of the NEI/4 of the SEI/4 of Section 35. 7ownetip 2 North, Range 13 Wall, E.copt the East 30 feet NMod which Is In"od In the public roodary. and EXCEPT a bud doscribod am follows; From the Southeast corner of the NEI/4 Of the SE 9 of gold Section 35. run North along the East fma of said section 330 Tet; thence West 20 feat to Use pant of lee i lg; thence North and parallel to said East line of sold mecum a distdnco of 300 fast; thence on on argle of 89 degrees 50 minutes to the Ian. run 300 feet thence South and parallel tr, the East fine of soil section a dial4we of 300 �5 feet, thence on on angle of 59 dsgr+m 50 minute to the left. run 300 fest to the point of beginning, and e.cePt a strip C7477dTt 10 _ of land 50 feet in width conveyed to the City 1f Little Rock. Arkansas . Tri fee far rater pipe One purposes, the description $1,3' LCT. s44'4645.155' HQ of se;d exception being mar, porticularfy set forth in the warranty deed doled May 20, 1938• and fled for record in Oeed ,p Lay. 0='35.1127 W= Book 242, Page 350. tk GR0111n0] A77DM 4822' � 75' R 75' LEASE AREA X �' i A pore*, of land being a patten of that certain tract of land as described in a Quitclaim Deed as recorded in Bank 776, iz Pogo 363 In the Grwlt parka Offire of Pufamle Coiirry, Arkansas and yins in the Northeast Quarter of the Southeast Quarter of Section 35, Township 2 North, Range 13 West, in said Pulaski County and being more Portimlarty deacnbed as _ t 1 fakes: Commence oto 1' crimp top pipe found at the s0uhtieost comer of Lot 73, Meeks Manor as recorded in Berard Book 656 at Pop 427 in the Circuit Clerks ONee of maid Pulaski County, theses S 02123'48' W along the east Gee of said Meeks b Manor o dlatanca of 17157 feat to a Point' thence lowing said coal Gin S 87'36'12' f a distance of 170.06 foot to 0 5/8- copped rahae set 'SLAW' and the Point of Beglnnlnq; thence N 6459'46' E a distance of 7500 feet to a 5/8' capped 1 rebor sat SMW; thence S 29'00'12' E a distance of 75.00 fest to a 5/8' capped Tabor sat ^SLAW; thence S 6175946' W a 3 -Wena* of 75.00 fast to a 5/8' capped I04; rmbar met `Sthence N 2ir06'127 W a dstoncei d 75-00 feat to the Pant of ►8 `2 ` \ �•. Bggnnn9. Sold dmecrlbed parcel 0 load cantatas 0.13 00rce, mora Of less, DtOREW 30' INGRESS/EGRESS & UTHJTY RLfiMNT CURB TO BE R81ii0HF7? \\\ 19 ASPHALT PARKING ---at-DULk15 R PAD r f r �. -1t? / � y .00 f. = N. ' �� •: ISnT�A�TS AR�Ai�SAS :■ .1425 • -• r � S TQISB � ••., A parcel of land being a portion at fiat cerldn tract of land as described in a Quitclaim Dead as recorded in Book 778, Page 383 it the Cawlt Clarke Ofrres of PulasW County. Arkafle m and lying In the Northeast Quarter of the Southeast 0wrtor of Section 35. Townih,p 2 North, Rage 13 Weal, in said Pulaeld County and bang mere porlIcularly dasubed as follows Commence of a 1' crimp top pipe found at the southeast comer of Lot 23, Meeks Manor as recorded In Record Bock 856 at Page 427 In the Grcuit Clerks Office of said Pulaski County; thence S 02'23'48' W along the east raw of sold Menke Manor adistance of 1715en 1 fast to a pant; thence leaving said east One S 67'36'12' E a distance of 170.06 feat to 0 5/6' capped mbar set 'SMW : thence N 60'59'48' E a distance of 75.00 feat to a 5/8' capped rebor sat 'SMW; thence S 29'00'12' E a distance of 75.00 feet to a 5/8' capped rebor net 'SLAW'; thence S 60'59'48' W a distance of 3750 feet to the Point of Beginning of an Ingresa/Egraa h Utility Easement being 30 feet in width and lying 15 feet each side of the foftovh,g descrltied centerfma; thence S. 38'17'07" E a distance of 125.70 feet to a point; thence N 59'27'12' E a distance of 86.72 feet to a point; thence N 0520'14' E a distance of 43.56 feet to a palm; thence N 18'43'54' W a distance of 90.67 feet to a point; thence N OtT59'48- W a distance of 48.01 Feet to o point; Views N 154528' E a distance or 50,72 Test, mora or leas, to the Pant of Ending an the owWerly right-of-way of Evergreen Drive. Said described easement contoil m 0.31 acres, man or baser. FLOOD NOTE The subjeel property appears to Tie in Zone '1t' of the Flood Insurance Rate Map Community Panel No. 050181 0063 F, which bears an effective date of October 19, 2001 and IS NOT ina epecici flood hazard orae. No Geld rro eurements were used in this determination and on elevation ceilificcts may bo needed for verification. SURVEYOR'S CERTIFICATION To V*ri;tnn Mrdess: This Is to certify that this map or plat and the survey on which It is based were made In accordance with 'Mnimum Standard Detail Real ir,ments for ALTA/ACSM Land Title Surveys.- jointly cstablishad and adopted by ALTA, ACSM and NSPS n 1999, and include. items 1-6. 10-12 of Table A thereof. Parauant to the Accuracy Standards an adopted by ALTA, HSPS, and ACSM and in effect on the date of this eertificatlon, undersigned further oartifies that; • the curvy measurements were made in occordonae wrth the 'Minimum Angle, Distance, and Closure Requirements for Survey Measurements Which Control Land Boundaries for ALTA/ACSM Land T!tle Surveys.' ST. MARKS CHURCH AR #16 5767A SEC. 35, T -2-N, R -13-W Witfwm L rtaweu PULASKI COUNTY, ARKANSAS Arkanaaa Repate ed No. 1425 tj Q WW J Q J Ad Q: a Q 0 fn h O F F rh EST. MAGNETIC NORTH 1.72 C m W E S NEW LESSEE GENERATOR NEW LESSEE 9'X16' PAD CENTERLINE OF NEW--' 30' WIDE ACCESS/UTILITY EASEMENT NEW 12' WIDE ASPHALT DRIVE THIS SECTION OF EXISTING CURB TO BE REMOVED - L-5S:;�-6 EXISTING UTILITY POLE (TYP) DOSTING CONCRETE EXISTING ASPHALT DRIVE EXISTING 18" CURB do GUTTER (TYP) EXISTING LIGHT POLE (TYP) OVERALL SITE lJT LAN SCALE: 1" — 20' VERIZON WIREL ESS TENNESSEEP01WERSh'IP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER I LANDLORD LEASING I CONSTRUCTION PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB A K NSAS 1/�N EGISTERET] PROFESSIONAL ENGINEER .&I No. 119261a, s�1 "L'. � 4Eg-w nNr. EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.9562632 ST. MARKS CHURCH 165767 LITTLE ROCK BTA WEADDRESSI WDROWWS 1024 NORTH MISSISSIPPI AVE. LITTLE ROCK, AR 72207 LAT: 34145'45.135"N LONr92°21'35.927"W SHEET TIRE OVERALL SITE LAYOUT PLAN SHEET NUMBER me EST. NOETIC C m W E S INSTALL NEW 6' THICK GRAVEL AND LANDSCAPE GEOTEXTILE FABRIC INSIDE COMPOUND AND EXTEND 1' OUTSIDE OF FENCE NEW 75'x75' LEASE AREA NEW 6' WIDE 'LANDSCAPE BUFFER NEW LANDSCAPING SEE SHEET 19 .NEW 8' HIGH - WOODEN FENCE. .SEE SHEET 10 FOR DETAILS ti NEW LESSEE BATTERY CABINET LESSEE FUTURE - BATTERY CABINET 0 0 0 0 00 1 0 0 \ � \ \ \ ITE POUT PLAN SCALE: 3/16' = 1'-0" ,� \ NEW LESSEE METER ON NEW UTILITY H -FRAME. SEE DETAILS ON SHEET 13 NEW LESSEE 12' WIDE GATE NEW 12' WIDE ASPHALT DRIVE CENTERLINE OF NEW 30' WIDE ACCESS/UTILITY EASEMENT THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 06/01/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 1 z7flwS ISSUED FOR CONST. p 16,24105 ISSUED FOR REVIEW REV DATE DESCRIPTON PROF EER °r R KANSAS Z� �, GISTERED PROFESSIONAL ENGINEER . i 19z.6to� P I�ip'C R EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 ST. MARKS CHURCH 165767 LITTLE ROCK BTA SITE AD D RESS I COORDMTES 1024 NORTH MISSISSIPPI AVE. LITTLE ROCK, AR 72207 LAT: 34"45'45.135"N LON--92121'35.927"W ""ETT LE I SITE LAYOUT 1 PLAN SHEET NUMBER 05 VERIZON WIRELESS TENNESSEEPARTNERSHIP 3100 WEST END AVENUE SUITE 1100 NASHVILLE, TN 37203 0 NEW LESSEEY UTILITY RACK r� APPROVALS j� CARRIER NEW SITE LIGHT. SEE DETAIL 4 ON1 0 LANDLORD SHEET 12 LEASING NEW LESSEE GENERATOR CONSTRUCTION NEW LESSEE 4'x10' 'ig p NEW LESSEE 9'X16' PAD. GENERATOR PAD. SEE' {"� ( SEE DETAIL 08 FOR SHEET 08 FOR DETAILS -NEW LESSEE DETAILS PROJECT NO: EQUIPMENT CABINET LESSEE FUTURE NEW LESSEE ICE BRIDGE DRAWN BY: JAL EQUIPMENT CABINET PROPOSED 120' MONOPOLE CHECKED BY:JOH >> LAT: 34 45' 45.135' N LON: -92' 21' 35.927' W ELEV: 4-82.2* AMSL APPROVED BY: MDB ti NEW LESSEE BATTERY CABINET LESSEE FUTURE - BATTERY CABINET 0 0 0 0 00 1 0 0 \ � \ \ \ ITE POUT PLAN SCALE: 3/16' = 1'-0" ,� \ NEW LESSEE METER ON NEW UTILITY H -FRAME. SEE DETAILS ON SHEET 13 NEW LESSEE 12' WIDE GATE NEW 12' WIDE ASPHALT DRIVE CENTERLINE OF NEW 30' WIDE ACCESS/UTILITY EASEMENT THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 06/01/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 1 z7flwS ISSUED FOR CONST. p 16,24105 ISSUED FOR REVIEW REV DATE DESCRIPTON PROF EER °r R KANSAS Z� �, GISTERED PROFESSIONAL ENGINEER . i 19z.6to� P I�ip'C R EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 FAX: 205.956.2632 ST. MARKS CHURCH 165767 LITTLE ROCK BTA SITE AD D RESS I COORDMTES 1024 NORTH MISSISSIPPI AVE. LITTLE ROCK, AR 72207 LAT: 34"45'45.135"N LON--92121'35.927"W ""ETT LE I SITE LAYOUT 1 PLAN SHEET NUMBER 05 EST. MAGNETIC VER/ZONWIRE ESS NEW LESSEE � MWNESSEMARTNERSHIP TOWER ANTENNAS ON 3100 WEST END AVENUE SUITE 1100 A NEW MOUNT (TYP) NASHVILLE, TN 37203 �JC NEW LESSEE ANTENNAS < APPROVALS +m t IME CENTERLINE 1 CARRIER RXO RXO TXO � ^9 LANDLORD FUTURE ANTENNAS NEW 120' LEASING MONOPOLE ANTENNA MOUNTS W E PROVIDED WITH NEW CONSTRUCTION TOWER (INSTALLED BY S FUTURE ANTENNAS CONTRACTOR) PROJECT NO: DRAWN BY: JAL 12 RXO CHECKED BY: JOH TXO O APPROVED BY: MDB NEW MONOPOLE zz w z NEW LESSEE 1 0711 ISSUED FOR CONST. a COAX ROUTED INSIDE NEW 0 062 ISSUED FOR R I W TXO nEv D�rE DEscnirnav IL MONOPOLE 9 8 RXO O PF y OF sERR z �>;� RKAN AS v NOTES: 4 W 0 ANIENNAS PER SECTOR 1. ALL AZIMUTHS ARE REG STERED I z TOWER MO TING REFERENCED FROM Nzi PLAN VIEW TRUE NORTH PROFESSIONAL L SECTION A 2. SHALL ANTENNA w INSTALLED PER �* —No,! i 4 5y�4 I MANUFACTURER'S 6 RECOMMENDATIONS it wn E8sEJ-4 GPS ANTENNA LL GALVANIZED PIPE EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD CABLE BRIDGE BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0198 SUPPORT FAX: 205.956.2632 NEW LESSEE ICE ST. MARKS BRIDGE CHURCH NEW LESSEE EQUIPMENT 165767 NOTE: GPS ANTENNA LITTLE ROCK BTA SHALL BE MOUNTED ON WEADDFW:SSI omwlm ICE BRIDGE POST 1024 NORTH NEAREST TO SHELTER MISSISSIPPI AVE. RASE El EVATION (EXISTING) LITTLE ROCK, AR 72207 482.2' AMSL LAT: 34°45'45.135"N LON:-92°21'35.927"W TOWER GPS ANTENNA ELEVATION & DETAIL ANTENNA MOUNTING TOWER ELEVATION SHEET MIIuEA dETAIL 1 DETAIL 2 06 NTs 1'C FOR 120V C GENERATOR CIRCUITS I �cn) 0 2"C FOR GENERATOR ALARMS (3) #3/0 do 1#4(G) -2"C "` ��, 1"C FOR _ 0 START CIRCUITS Q NEW LESSEE dot 0 GENERATOR ON NEW 4'x 10' CONCRETE An � NEW LESSEE UnUI Y RACK. �y SEE DETAIL SHEET 14 NEW PULL BOX, AS + REQUIRED (TYP) Ty. i w r ' 2 do 1912(0)-3/4-C. 15± := 15'f AS SHOWN NEW 50OW QUARTZ 0 LIGHT ON POLE. SEE DETAIL 2, THIS SHEET C �4I> 2' PVC TELCO CONDUIT, 45't AS SHOWN (3)/2 & 1#8(G) -2"C, 45'f AS SHOWN (4) #12 do (2) #12(G) -1"C FOR CLIMATE CONTROL UNITS 1" LIQUID — TIGHT FLEX 2" LIQUID — TIGHT FLEX NEW LESSE 0 ICE BRIDGE NEW 120' O\\NEW 0 00 0 , 0 a 0 a i <- y 0- o° ELECTRICAL PLA1 DETAIL 1 SCALE: 1/4--l'--D" _ NEW 500 WATT EXTERIOR QUARTZ FLOOD LIGHT MOUNTED 8'-0" ABOVE FINISHED GRADE FACING TOWARD FRONT OF CABINETS (TYP) INTERFACE LIGHT FIXTURE WITH CONDUIT UTILIZING 'C' CONDULET 20 AMP SINGLE—POLE SWITCH MOUNTED TO POST UTILIZE GALVANIZED CHANNEL AND U -BOLTS TO ATTACH 3/4' GRC 3' GALVANIZED POST (TTP) 3/4" RGS WITH (3) J12 AWG COPPER WIRE #3/0 do �--3 s(PVC Ou-co) W CONTRACTOR TO COORDINATE WITH LOCAL UTILITIES FOR ADNEAREST POWER/TELCO EMARCATIONS 1, O O O O 0 o. SITE LIGHT A4 DETAIL Z NTS NEW COMPOUND WOOD FENCE NEW H -FRAME WITH METER do DISCONNECT. SEE DETAIL 5 SHEET 13 ;ENTERUNE OF NEW 10' WIDE ACCESS/UTILITY ASEMENT lt1 ANGLED DOWN TOWARD EQUIPMENT 15• 3' GALVANIZED PIPE (T!P) VER/ZONWIRELESS lENNESSEEPARTNER8111P 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 1 07118M ISSUED FOR CONST. 0 OSM4105 ISSUED FOR REVIEW REV DATE DESCRIPTION PRC` R E ER Ij A. I�APtSAS i 1 M�*�4 EGISTERED PROFESSIONAL ENGINEER 4��'TPI . 1192 aS�AU SHEETTRIE ELECTRICAL PLAN 12 EST. NOM GNNETIC 1 72 t - INSTALL NEW 6' THICK LIMESTONE GRAVEL & LANDSCAPE GEOTEXTILE FABRIC INSIDE COMPOUND & EXTEND 1' OUTSIDE FENCE CONSISTING OF 2" LAYER X157 LIMESTONE GRAVEL, ON TOP OF 2' LAYER CRUSHER RUN, ON TOP OF 2" BASE OF 2" TO DUST COMPACTED. INSTALL 2' MIN. LAYER CLEAN 0 PINESTRAW MULCH (TYP) O W E O S O O O i❑ ry•� O — INSTALL NEW RED MAPLE 0 TREES AT 27'-O" O.C., MIN. 2' CALIPER WHEN PLANTED. O SEE PLANT UST TABLE & TREE PLANTING DETAIL O THIS SHEET O INSTALL NEW 7 GAL ELEAGNUS SHRUBS AT 4'-0" O.C., MIN. 30' TALL WHEN O PLANTED. SEE PLANT LIST TABLE & TREE PLANTING DETAIL THIS SHEET O O O O 0 O O O 0 00 0° 0 0 0 0 0 0 10 \\ \ \ •\ \ \ THIS PLAN IS BASED ON A SURVEY BY SMW SITE LANDSCAPE PLAN ENGINEERING GROUP, INC. DATED 06/01/05. SCALE: 3/16' = 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 'a ROOT L TOPSOIL MIXTURE TAMPED SCARIFY SIDES BALL FIRM TO PREVENT SETTLEMENT BEFORE PLANTING jr TIMES (5%} TREE PLANTING DETAIL PLANTING LIST QUANTITY SCIENTIFIC NAME COMMON NAME MATURE SIZE (HT x wT) B 'ACER RUBRUM' RED MAPLE 60 FT x 20 FT 62 "ELFAGNUS 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. 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 PUNT 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) SHWA BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, OUANTTFY, 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 INSTILLED PRIOR TO GRADING. 15. UNDISTURBED BUFFERS SHALT. 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 SUITE 1100 NASHVILLE, TN 37203 APPROVALS CARRIER LANDLORD LEASING CONSTRUCTION PROJECT N0: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MDB 1 07M81 ISSUED FOR COST. 0 06124 ISSUED FOR REVIEW REV DATE DESCRIPTION PROF NEER Ia0Sr_ IT--I�F rr �e4 ARKANSAS e � I I �EGISTEREO 4 PROFESSIONAL ENGINEER i I."(No. i 1 s l sEu1 ,E)AM=rL EXCELL COMMUNICATION, INC. 6247 AMBER HILLS ROAD BIRMINGHAM, ALABAMA 35173 PHONE: 205.956.0196 FAX: 205.956.2632 ST. MARKS CHURCH 165767 LITTLE ROCK BTA SRE ADDRESS I OOORDBUTFS 1024 NORTH MISSISSIPPI AVE. LITTLE ROCK, AR 72207 LAT: 34"45'45.135"N LON:-92121'35.927"W SITE LANDSCAPE PLAN SHEET NUMBER 19