The URL can be used to link to this page

Home My WebLink AboutZ-6129-G MapNEW TENANT NON-EXCLUSFV IC BRIDGE EASEMENT AS ALOWED BY SPACE CENTERLINE OF EXISTING 15' WIDE UTILITY EASEMENT NEW TENANT 22'± ICE BRIDGE r NEW TENANT 3' WIDE NON-EXCLUSIVE ICE BRIDGE EASEMENT i NEW TENANT METER, DISCONNECT do PPC ON ; NEW UTILITY H -FRAME EXISTING EQUIPMENT I C ON 5'-10"x8'-5' CONCRETE PAD I �p II I 4 EXISTING 160' — MONOPOLE d EXISTING LEASE AREA ` ❑ i i i EXISTING 9 EQUIPMEN 1 1 �I 1` col '—EXISTING WATER TANK 7'-0" 3B' -B" a d 10 0 0 10'-0"± wl IN9 per H11r� i') III I p ON 12'-10"x8'-10" 1.68•± CONCRETE PAD a Q 4 SOLIfHLAKE, TX 76092 J BRIDGE (TYP) a CARRIER d x16'-6" d I � 4 a d a I I LEASING SITE_ EXISTING EQUIPMENT NORTH ON 12'-10"x8'-10" 1.68•± CONCRETE PAD 500 WEST DOVE ROAD EXISTING ICE SOLIfHLAKE, TX 76092 BRIDGE (TYP) CARRIER c x16'-6" I I I HELTER I I I I I LEASING I I I I ! I I I r I i I I i I I I I I I EXISTING EQUIPMENT —' S 1 ON 11'-8'x8'-8" I _. — — — — — — — — - STEEL PLATFORM I I I { I L ---------------- i APPROVED BY: MOB SITE LAYOUT PLAN SCALE: 3/8' - 1' r TENANT FUTURE EQUIPMENT CABINET NEW TENANT EQUIPMENT CABINET / NEW TENANT BATTERY CABINET TENANT FUTURE BATTERY CABINET PROPOSED 5'-9"x13'-0' LEASE AREA 74.75 SO. FT. NEW TENANT 5'-9'x13'-0" CONCRETE EQUIPMENT PAD -PROPOSED 6' TALL CHAIN LINK _ FENCE TO MATCH EXISTING ' EXISTING TELCO PEDESTAL i crL THIS SECTION OF EXISTING FENCE TO BE REMOVED NEW TENANT 3' WIDE NON --EXCLUSIVE } GROUND RING EASEMENT ON EACH END OF SLAB (SIDES ARE LIMITED BY - EXISTING SPACE) - - I CENTERLINE OF EXISTING 12' WIDE ACCESS/UTILITY EASEMENT EXISTING 12' WIDE GATE EXISTING CHAIN LINK FENCE EXISTING CURB----_ EXISTING UTILITY H -FRAME (TYP) EXISTING MAN GATE EST. MAGNETIC VER/ZONWIRELESS NORTH TENNESSEEPARTNERSHIP 1.68•± 500 WEST DOVE ROAD SOLIfHLAKE, TX 76092 APPROVALS CARRIER c LANDLORD LEASING W E CONSTRUCTION S _. — — — — — — — — - PROJECT NO: DRAWN BY: JAL CHECKED BY: JOH APPROVED BY: MOB - — i THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 11/17/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 0joirz0a ISSUED FOR DEAL PKG REV I DATE DESCRWTK)N PR0;5t&QWftm GINEER 1� RKANSAS 14REGISTERED %' PROFESSIONAL ENGINEER 1 / N EE (NOTVAUD NATVAE 4..E.11) SHEEP TRIS SITE LAYOUT PLAN N2 EXISTING LEASE AREA EXISTING INGRESS/EGRESS EASEMENT EXISTING UTILTT'Y EASEMENT r POB EXISTING LEASE AI I POB - 1- -I U7TLITY EASEMENT �� I 1 L13 CENTER OF TONER L7 ol WATEP. TANI! h (TTP.)d BUILDING l ' " - • L 6' CHNNLINK FENCE 0 - 30' 60' 90' SCALE: 1" = 30' TOP ANTENNA HEIGHT = 159.3' AGL BOTTOM ANTENNA HPGHF = 153 3' AGL TOP ANTENNA HEIGHT = 1502' AGL BOTTOM ANTENNA HEIGHT = 147.2' AGL TOP ANTENNA HEIGHT = 140.8' ALL BOTTOM ANTENNA HEIGHT = 132B' AGL TOP ANTENNA HEGHT - 127.5' AGL BOTTQM ANTENNA HEIGHT - 1225' ICE UPI _ yI (TYP.) 11 5 IDI I I CI klf POB I iNGRE,SSITGRESS EASEMENT TOP 70WER HEIGHT - 155.2' AGL 1101E AGL - ABOVE GROUND LML ---- GWIND C1iVATICH = 5E: r i MCAS MONOPOLE TOWER Ei E1IA i(__', NOT TO SCALE Z-6«cl- SURVEYOR'S NOTES 1. As Built Survey, made an the ground under the supervision of an Arkansas Registered Land Surveyor.. Date of field surrey is N"embor 4. 2005, 2 Bearings are dosed an Arkohsm South State Plane Coordinates NAD 83. 3. No underground ut M.", unaergrouril en[raachntanls ar building foundations were measured or located as a part 0 thla surrey, iml6ss Otherwise showy.. Teets and shrubs not located, unless otherwise shown. 4. Benchmark used is a concrete monument and brass disc. NAVD 88 Datum with an established elevation of 565 feet, (172 3 meters). PID AE3005. Onsite benchmark is as shown hoseon- E1uro0ons st,owft are in feet and refer to NAVD 88. 5. This wray was ccndllttc-d for the purpose of on 44 Built Survey only, and is not intended to daGnaots the regulatory jur'ridiction of any federal, state. regional or local agency, board. commission or other sailor entity. 6. Attention is *acted 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-JurVcy '• conducted without the bstwit. of on Awteact Title scwch. 6 Survayer heraby .Sates the roodet c EaardlinCteS and the elevation sharnl far she rsopasod canlerRna Of the tower SCC acCyTdta td within */- 15 fast horizontally and to within +/-- 3 feel vertically (FAA Accuracy Lode IA). 9. Survey shown hereon conforms to the Ninirrium Requirements c, set forth by the State Board for a Class •A• Sunray. 10• Field data upon which this map o• plat is based has a Closure precision of not less than one -fool in 15,000 feet (1':15,030') and an angular error that does not exceed 10 samorids times the square root of the number of onglcs turned- Feld traverse was not adjusted. C RVE RADIUS I ARC LENGTH CHDRD REARING CH+DRA tEHGTFE Cl 240.76' 117.56' N 18'17'39' W IIf6.4D' 40.00' 1 1 \ \ \ ASPHALT 1 ® \ GATE rr \fir d NOT To SCALE 1"41'E 0 = POWER BOA o = 5/8' CAPPED REBAR SET 50 = WATER METER METER PANEL M = TELEPHONE PEDESTAL s = FOUND PROPERTY MARY.ER (6l = Gly VALVE (TYP.) = 9 = TEMPORARY BENCH MARK IFI - GAS METER O (n O lor = RRE FIVERANT 6" CHAIFWNK FENT I Z U = POWER POLE A = CALCULATED POINT Z (R) = RECORDED INFORAMWIV U) o U Y - TEMPORARY BENCHMAWH --_---_-__•...__--- . LMDERCROUNO WATER NAE W TREE SANITARY SEWER ELEVATION = 55619' 0 - 30' 60' 90' SCALE: 1" = 30' TOP ANTENNA HEIGHT = 159.3' AGL BOTTOM ANTENNA HPGHF = 153 3' AGL TOP ANTENNA HEIGHT = 1502' AGL BOTTOM ANTENNA HEIGHT = 147.2' AGL TOP ANTENNA HEIGHT = 140.8' ALL BOTTOM ANTENNA HEIGHT = 132B' AGL TOP ANTENNA HEGHT - 127.5' AGL BOTTQM ANTENNA HEIGHT - 1225' ICE UPI _ yI (TYP.) 11 5 IDI I I CI klf POB I iNGRE,SSITGRESS EASEMENT TOP 70WER HEIGHT - 155.2' AGL 1101E AGL - ABOVE GROUND LML ---- GWIND C1iVATICH = 5E: r i MCAS MONOPOLE TOWER Ei E1IA i(__', NOT TO SCALE Z-6«cl- SURVEYOR'S NOTES 1. As Built Survey, made an the ground under the supervision of an Arkansas Registered Land Surveyor.. Date of field surrey is N"embor 4. 2005, 2 Bearings are dosed an Arkohsm South State Plane Coordinates NAD 83. 3. No underground ut M.", unaergrouril en[raachntanls ar building foundations were measured or located as a part 0 thla surrey, iml6ss Otherwise showy.. Teets and shrubs not located, unless otherwise shown. 4. Benchmark used is a concrete monument and brass disc. NAVD 88 Datum with an established elevation of 565 feet, (172 3 meters). PID AE3005. Onsite benchmark is as shown hoseon- E1uro0ons st,owft are in feet and refer to NAVD 88. 5. This wray was ccndllttc-d for the purpose of on 44 Built Survey only, and is not intended to daGnaots the regulatory jur'ridiction of any federal, state. regional or local agency, board. commission or other sailor entity. 6. Attention is *acted 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-JurVcy '• conducted without the bstwit. of on Awteact Title scwch. 6 Survayer heraby .Sates the roodet c EaardlinCteS and the elevation sharnl far she rsopasod canlerRna Of the tower SCC acCyTdta td within */- 15 fast horizontally and to within +/-- 3 feel vertically (FAA Accuracy Lode IA). 9. Survey shown hereon conforms to the Ninirrium Requirements c, set forth by the State Board for a Class •A• Sunray. 10• Field data upon which this map o• plat is based has a Closure precision of not less than one -fool in 15,000 feet (1':15,030') and an angular error that does not exceed 10 samorids times the square root of the number of onglcs turned- Feld traverse was not adjusted. C RVE RADIUS I ARC LENGTH CHDRD REARING CH+DRA tEHGTFE Cl 240.76' 117.56' N 18'17'39' W IIf6.4D' 40.00' 1 1 \ \ \ ASPHALT 1 ® \ GATE rr \fir d NOT To SCALE EXISTING LEASE AREA (PROVIDED BY CLIENT) Commencing at the NW corner of said NW 1/4 run thence SI -22'40'E along the Went line Of sold NW 1/4 t597.63 feet; thence NM -06'56•E 174,95 feel to the point of beginning of Said Compound emeament thence continue ff88.O6'S6'E 40 feet, thence Sl'53'04'E 40 feet; thence S8706'56'W 40 feet; thence N1'53'0A`M 40 teal to the point of beginning cordaining 1600.0 sq. ft. or 0.036 acres more or less. EXISTING INGRM/EGRESS UTILITY EASEMENT (PROVIDED BY CLIENT) A 12 foot wide enlarging to. 25 foot "e ingmas-egm ross easement located in part of the NW 1/4 OF Section 27, 1-2-N. 1f- W, pulaslli County. Arkansan having. bo:tndv;es 6.0 feet each side of o centerlma aescrined as follow&: Commencing at the NW comer of raid NW 1/4 run thence S1.2Y40-E along the Well line of said NW 1/4 1597.53 feet; thence 145S•06'59'E 214.95 fent: thence s11•22'40'f 11.0 feet to the Agin' of begv nleq V Enid Ingress-agrese easement; thence 88.06'567 29:34 teat to a paint where the oasemml boundaries change to 12.;T feet each ride of the following described centedlnel thence sl•50'+81 42.45 feet: thence S4•19'01'E 79.81 last to the point of curvature of a curve to the 't'. IW;nq a radius of 240.76 feet and a chord of 518.17'39`E 116.40 feet to the point of Wngercy �e said cvrva; thence S32.17'17'E 314.68 loot to d point on the cdaterline of the North Son* of Pleasant Valley Drive and the point of ferminalioo of raid Inas-egress caaement- W z O F� j Q) Q AND A 15 foot wide utility easement located in pert OF the MW1 t/4 aS station 27. 1-2-N, R -13-W, PL"oki County, Arkansas having boundaries 7.5 feet side of o ccnterroer daaefibeq as follows y. Commenting at the NW comer of said HW 1/4 run thence S1.22'40'E along the West Zine of said w NW 1/4 15s7.63 fen; thence NSS•06'WE 214.95 feet to the point of 6aglaning at sold 15 foot a ul'ifily eoeement; thence N18.15'46•E olarlg the centeNine o! raid m Wilily easeent• �D 49.04 Stet to oint on eki&t+n¢ atwty easement and the point of tamliratlon of said 15 toot utility easo mant. CD FLOOD NOTE f�i O The subject property appears to lie in Zane _X- of the Flood Insurance Rate Map Communily Panel w No- 050181 0042 r, which beanan effective date of 10/19/2001 and IS NOT in a speciat flood 0+ hazard arae. No field measurements were used in this determination and an elevation certificate may be needed for verification. F SURVEYOR'S CERTIFICATION To Verixan Wireless: This is to certify that this. map of plat mad the 4uevay an which it i3 based were made in dccordonce with 'Minimum Slanaerd Detail Requirements for ALTA/ACSM Land Tito Surveys,• jolmlly established and adapted by ALTA. ACSsf and NSPS 1n 1999. and Irlcludee Items 1-6. 10-12 of Table A thereof. Pursuant to the Accuracy Standards a5 adopted by ALTA, NSPS, and ACSM and in effect an the date of this certitcaiimn, undefsigned further cerlYied 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 Flow Il - - - ... ..• ..,.tsl?--':c?ii Arkansas Rev Iered No. 1425 .n E. i- '• ••I,�+� "!,17ED •'•STAT£ OF �I�A�iSAS r •�� 1111l1i:ttil� WOODLAND HEIGHTS 165775A SEC. 27, T-E-IY, R-1 3-W PULASKI COUNTY, ARKANSAS (f) 6 IZ. M In IA y to 00 o 6bti¢�M wtoo N N v to C4 04 A U d 3• r -•t 0 = POWER BOA o = 5/8' CAPPED REBAR SET 50 = WATER METER (SMW) M = TELEPHONE PEDESTAL s = FOUND PROPERTY MARY.ER (6l = Gly VALVE (3 = SET PK NAIL ® = WATER VALYf 9 = TEMPORARY BENCH MARK IFI - GAS METER POB = POINT OF BEGINNING lor = RRE FIVERANT POC - POINT OF COMMENCEMENT * = LIGHT POLE POE = POINT OF ENDING = POWER POLE A = CALCULATED POINT = CW ANCHOR (R) = RECORDED INFORAMWIV ® = GP.OUNDIAG ROD - RIGHT-OF-WAY - - SETBACK --_---_-__•...__--- . LMDERCROUNO WATER SANITARY SEWER - STORM SEWER - - -ate - -up-- - OVERHEAD POWER r UNDERGROUND POWER - - - - lr: - - - - - - -LIT- - - - UNDERGROUND TELEPHONE EXISTING LEASE AREA (PROVIDED BY CLIENT) Commencing at the NW corner of said NW 1/4 run thence SI -22'40'E along the Went line Of sold NW 1/4 t597.63 feet; thence NM -06'56•E 174,95 feel to the point of beginning of Said Compound emeament thence continue ff88.O6'S6'E 40 feet, thence Sl'53'04'E 40 feet; thence S8706'56'W 40 feet; thence N1'53'0A`M 40 teal to the point of beginning cordaining 1600.0 sq. ft. or 0.036 acres more or less. EXISTING INGRM/EGRESS UTILITY EASEMENT (PROVIDED BY CLIENT) A 12 foot wide enlarging to. 25 foot "e ingmas-egm ross easement located in part of the NW 1/4 OF Section 27, 1-2-N. 1f- W, pulaslli County. Arkansan having. bo:tndv;es 6.0 feet each side of o centerlma aescrined as follow&: Commencing at the NW comer of raid NW 1/4 run thence S1.2Y40-E along the Well line of said NW 1/4 1597.53 feet; thence 145S•06'59'E 214.95 fent: thence s11•22'40'f 11.0 feet to the Agin' of begv nleq V Enid Ingress-agrese easement; thence 88.06'567 29:34 teat to a paint where the oasemml boundaries change to 12.;T feet each ride of the following described centedlnel thence sl•50'+81 42.45 feet: thence S4•19'01'E 79.81 last to the point of curvature of a curve to the 't'. IW;nq a radius of 240.76 feet and a chord of 518.17'39`E 116.40 feet to the point of Wngercy �e said cvrva; thence S32.17'17'E 314.68 loot to d point on the cdaterline of the North Son* of Pleasant Valley Drive and the point of ferminalioo of raid Inas-egress caaement- W z O F� j Q) Q AND A 15 foot wide utility easement located in pert OF the MW1 t/4 aS station 27. 1-2-N, R -13-W, PL"oki County, Arkansas having boundaries 7.5 feet side of o ccnterroer daaefibeq as follows y. Commenting at the NW comer of said HW 1/4 run thence S1.22'40'E along the West Zine of said w NW 1/4 15s7.63 fen; thence NSS•06'WE 214.95 feet to the point of 6aglaning at sold 15 foot a ul'ifily eoeement; thence N18.15'46•E olarlg the centeNine o! raid m Wilily easeent• �D 49.04 Stet to oint on eki&t+n¢ atwty easement and the point of tamliratlon of said 15 toot utility easo mant. CD FLOOD NOTE f�i O The subject property appears to lie in Zane _X- of the Flood Insurance Rate Map Communily Panel w No- 050181 0042 r, which beanan effective date of 10/19/2001 and IS NOT in a speciat flood 0+ hazard arae. No field measurements were used in this determination and an elevation certificate may be needed for verification. F SURVEYOR'S CERTIFICATION To Verixan Wireless: This is to certify that this. map of plat mad the 4uevay an which it i3 based were made in dccordonce with 'Minimum Slanaerd Detail Requirements for ALTA/ACSM Land Tito Surveys,• jolmlly established and adapted by ALTA. ACSsf and NSPS 1n 1999. and Irlcludee Items 1-6. 10-12 of Table A thereof. Pursuant to the Accuracy Standards a5 adopted by ALTA, NSPS, and ACSM and in effect an the date of this certitcaiimn, undefsigned further cerlYied 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 Flow Il - - - ... ..• ..,.tsl?--':c?ii Arkansas Rev Iered No. 1425 .n E. i- '• ••I,�+� "!,17ED •'•STAT£ OF �I�A�iSAS r •�� 1111l1i:ttil� WOODLAND HEIGHTS 165775A SEC. 27, T-E-IY, R-1 3-W PULASKI COUNTY, ARKANSAS (f) 6 IZ. M In IA y to 00 o 6bti¢�M wtoo N N v to C4 04 A U d 3• r -•t