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HomeMy WebLinkAboutZ-6135-B Map 3Basis of Bearings: All bearings shown hereon are based on record N 1°47'34" E along the East right of way of Keightly Street as shown on survey by Carter & Burgess dated 8/7/01. 10 0 10 GRAPHIC SCALE IN FEET Fnd 5/8" IR w/cop L L11 Rock Wall of vCJ cn n I • p� . v v N O 6p k��3� \, I I / 6 Nb cfetie F° 32.cr Cr 89' God UJ Ve 2.50' 0 NEW SHRUB IPER ® LANDSCAPING NOTES C3i z I —' REMOVE EXISTING FENCING AS — REQUIRED TO ALLOW INSTALLATION OF NEW 4'-0" WIDE GATE AND POSTS. X=TREE LANDSCAPING NOTES NEW SHRUB PER LANDSCAPING NOTES REMOVE EXISTING FENCING AS REQUIRED TO ALLOW INSTALLATION OF NEW 12'-0" WIDE, DOUBLE LEAF GATE AND POSTS. Access Easement for Nextel Partners, Inc. 757 Sq. Ft./ 0.017 Ac. t 7tfol _- S 87.59'30" E 71 N 87'59'30" W , --E - E -- E P ELEVATION OF TOP OF FDN. SLAB FOR 10'x20' CELLXION EQUIPMENT SHELTER EQUALS 592.67. REFER TO SHEETS 4.0, 5.0 & 5.1 of L FJ ;y Fya ss,;s�sss>ss S 86'5 NEW WAVE GUIDE BRIDGE REFER TO SHT. 4.2 32" E(M/R) 1( Access Easement for Snrint PCS i Sq. Ft./ 0.035 Ac. t r- � N -)Do-------- --� L E G E N D r♦ Irons found in place O 5/8" rods w/cap set in place 02°10'40" Easement or right of way lines. I Deed or record lines. L2 Interior and adjacent lot lines. —0— P Power poles. E Overhead electric lines. — — X — — Fences. 02°15'57" Centerline ROW Right of Way TBM Temporary Bench Mark MSL Mean Sea Level (M) Measured (R) Record ❑ T Telephone Pedestal © Grounding Test Wells OE Electric Meter Access Easement for Snrint PCS i Sq. Ft./ 0.035 Ac. t r- � N -)Do-------- --� N 86'51'44" W(M) N 86°53'40" W(R) ASPHALT ALLEY EXISTING CELL TOWER DATA Center of Tower NAD 83 Coordinates Lot 34'46'20.8" North Long 92'21'27.8" West Ground Elevation = 590' AMSL Top of Light = 303' AGL Top of Tower = 301' AGL TEMPORARY BENCH MARK Top of concrete footing ELEVATION = 589.41' 5.31(M/R) -x -x -x - I x - L2 82.84' �I I Elevated Platform i i C, .� I \ Q,rp �P LIIeccttt panel I � x- x- x x I W POINT OF BEGINNING/ ) of Lease Area for Nextel Partners, Inc. 176.29( M R — \ Set 5/8" IR w/cap W E -E -E -E --E --- --E _-E -E E --[ E SITE COMPOUND PLAN SCALE: 1" = 10' P EXISTING HVAC UNIT TO BE RELOCATED TO NORTH SIDE OF EXISTING BUILDING BY OTHERS. COORDINATE WAVE GUIDE BRIDGE SUPPORTS TO NOT CONFLICT WITH FINAL LOCATION OF NEW WV/I,C ""TT. LANDSCAPING P NOTES . I�TFAIPF sA?tES1A1, �3V�!{itR 1. SHRUBS SHALL BE ILEXCORNUTA "BURFORDII"/BURFORD HOLLY OF A SIZE TO PROVIDE 30 INCH HEIGHT AFTER PLANTING. SHRUBS SHALL BE SPACED 30 INCHES ON CENTER. (16 REQUIRED) 2. TREES SHALL BE CUPRESSOCYPARIS LEYLANDII/LEYLAND CYPRESS OF A SIZE TO PROVIDE AN 8'-0" HEIGHT AFTER PLANTING. TREES SHALL BE EQUALLY SPACED AS SHOWN WITH TWO TREES PER SIDE (FOUR TOTAL). 10 CALL BEFORE YOU DIG - DRILL - BLAST 1-800-482-8998 (TOLL FREE) ARKANSAS ONE CALL SYSTEM, INC. THE UTILITIES AS SHOWN ON THIS DRAWING WERE DEVELOPED FROM THE INFORMATION AVAILABLE, THIS IS NOT IMPLIED NOR INTENDED TO BE THE COMPLETE INVENTORY OF UTILITIES IN THIS AREA. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES (WHETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM ANY DAMAGE. LINE LNO TABLE BEARING DISTANCE I------------� � S 02°10'40" W I L2 I A70 EXISTING 18.00' I TOWER I slab BLDG 02°15'57" E _ � I ❑ IE �J � I I L - - - 15.41' I I L5 S L1�J rL------- W 20.00' A�C -J� N 88°15'18" slab TBM: top of conc ,I Con rete Wall-,,_ N Elev. 589.41' N 86'51'44" W(M) N 86°53'40" W(R) ASPHALT ALLEY EXISTING CELL TOWER DATA Center of Tower NAD 83 Coordinates Lot 34'46'20.8" North Long 92'21'27.8" West Ground Elevation = 590' AMSL Top of Light = 303' AGL Top of Tower = 301' AGL TEMPORARY BENCH MARK Top of concrete footing ELEVATION = 589.41' 5.31(M/R) -x -x -x - I x - L2 82.84' �I I Elevated Platform i i C, .� I \ Q,rp �P LIIeccttt panel I � x- x- x x I W POINT OF BEGINNING/ ) of Lease Area for Nextel Partners, Inc. 176.29( M R — \ Set 5/8" IR w/cap W E -E -E -E --E --- --E _-E -E E --[ E SITE COMPOUND PLAN SCALE: 1" = 10' P EXISTING HVAC UNIT TO BE RELOCATED TO NORTH SIDE OF EXISTING BUILDING BY OTHERS. COORDINATE WAVE GUIDE BRIDGE SUPPORTS TO NOT CONFLICT WITH FINAL LOCATION OF NEW WV/I,C ""TT. LANDSCAPING P NOTES . I�TFAIPF sA?tES1A1, �3V�!{itR 1. SHRUBS SHALL BE ILEXCORNUTA "BURFORDII"/BURFORD HOLLY OF A SIZE TO PROVIDE 30 INCH HEIGHT AFTER PLANTING. SHRUBS SHALL BE SPACED 30 INCHES ON CENTER. (16 REQUIRED) 2. TREES SHALL BE CUPRESSOCYPARIS LEYLANDII/LEYLAND CYPRESS OF A SIZE TO PROVIDE AN 8'-0" HEIGHT AFTER PLANTING. TREES SHALL BE EQUALLY SPACED AS SHOWN WITH TWO TREES PER SIDE (FOUR TOTAL). 10 CALL BEFORE YOU DIG - DRILL - BLAST 1-800-482-8998 (TOLL FREE) ARKANSAS ONE CALL SYSTEM, INC. THE UTILITIES AS SHOWN ON THIS DRAWING WERE DEVELOPED FROM THE INFORMATION AVAILABLE, THIS IS NOT IMPLIED NOR INTENDED TO BE THE COMPLETE INVENTORY OF UTILITIES IN THIS AREA. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE LOCATION OF ALL UTILITIES (WHETHER SHOWN OR NOT) AND PROTECT SAID UTILITIES FROM ANY DAMAGE. LINE LNO TABLE BEARING DISTANCE L1 S 02°10'40" W 14.69' L2 N 87°44'03" W 18.00' L3 N 02°15'57" E 4.55' L4 S 01'44'42" W 15.41' L5 S 01 044'42" W 20.00' L6 N 88°15'18" W 25.00' L7 N 01°44'42" E 20.00' L8 S 88°15'18" E 25.00' L9 N 01 °44'42" E 5.47' 110 N 87°59'30" W 0.81' 111 S 86°54'32" E 7.96' SITE WORK NOTES: 1. TOPOGRAPHIC & BOUNDARY DATA WERE TAKEN FROM A SURVEY PREPARED BY COLLINS & ASSOCIATES LAND SURVEYOR -S, --I NC. DATED 04 APR. 03. 2. AREA UNDER AND AROUND WHERE EQUIPMENT SHELTER FOUNDATION SLAB IS TO BE CONSTRUCTED IS TO BE CHECKED BY A REPRESENTATIVE OF OWNER'S MATERIALS LABORATORY. SHOULD THE SITE CONDITIONS REQUIRE, THIS AREA SHALL BE UNDERCUT AND REPLACED WITH SELECT FILL IN ACCORDANCE WITH NOTE 3. 3. ALL MATERIAL USED FOR FILL WITHIN THE COMPOUND AREA SHALL BE APPROVED BY THE OWNER'S MATERIALS LABORATORY. APPROVED MATERIAL USED AS FILL SHALL BE PLACED IN HORIZONAL LIFTS HAVING A MAXIMUM LOOSE LIFT THICKNESS OF NINE (9) INCHES. EACH LIFT SHALL BE COMPACTED TO MAXIMUM OF 95 PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION PROCEDURES (ASTM D 1157). ADDITIONALLY, COMPACTION TESTS SHALL BE TAKEN ON EVERY OTHER LIFT. 4. CONTRACTOR IS SOLELY RESPONSIBLE TO LOCATE ALL EXISTING UNDERGROUND UTILITIES. NO EXISTING UTILITIES OR GROUNDING SHALL BE DISTRUBED WITHOUT THE WRITTEN APPROVAL OF NIP'S CONSTRUCTION MANAGER. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL EROSION CONTROL. REFER TO SHEET 3.1 FOR GENERAL DATA. APPROA0talINISTRATIVELY By Planning& Development Staff �LCF11 VT Subje o Cc dillops Noted on WCF Permit n ....�/ Daa:_ t_ I�'� ANY DEVIATION FROM APPROVED SITE PLAN VOIDS THIS PERMIT. BY: