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HomeMy WebLinkAboutZ-7915 MapverizonW,RELESS TEXAS REGION (HERE IN AFTER REFERRED TO AS "LESSEE") PROPERTY OWNER PLEASANT VALLEY COUNTRY CLUB #1 PLEASANT VALLEY DR. LITTLE ROCK, AR 72212 TOWER OWNER VERIZON 500 DOVE ROAD SOUTHLAKE, TX 76262 1-A COORDINATES LAT: 34°46'44.774"N LONG: 92°24'43.674"W ELEV: 460.5' 500 DOVE ROAD SOUTHLAKE, TX 76262 ATTN: TRACY REEVES (682)-831-3245 SITE#: 165797B PLEASANT VALLEY AR LITTLE ROCK, AR 72212 SITE ADDRESS PULASKI COUNTY 1 PLEASANT VALLEY DR LITTLE ROCK, AR 72212 TELEPHONE COMPANY SBC CUSTOMER SERVICE 800-499-7928 NEAREST PHONE # 501-225-5622 POWER COMPANY ENTERGY CUSTOMER SERVICE 800-368-3749 FIRE DEPARTMENT MAUMELLE FIRE DEPT 501-851-1337 POLICE DEPARTMENT MAUMELLE POLICE DEPT 501-851-1337 Y W- J,- i a� Y a � SITE NAME: PLEkSRNT VALLEY s� CAS C.V' b�5 bit FATRWAVOR ��? J T C?. �AiC � r C, US clp-Wycoff Cvffeo R... DIRECTIONS: FROM 1-430 NORTH IN LITTLE ROCK TAKE THE "CANTRELL ROAD" EXIT. GO LEFT (WEST) OFF RAMP AT LIGHT. AT NEXT LIGHT "RODNEY PARHAM" MAKE LEFT ONTO RODNEY PARHAM. AT SECOND LIGHT MAKE A RIGHT ONTO PLEASANT VALLEY DRIVE THEN ONTO VALLEY CLUB CIRCLE. FOLLOW AROUND TO THE "TURF HOUSE" MAINTAINCE BUILDING AT #428 (ON SIGN.) Afi:-' ter• . . AlvaY u�'; ;;?.; ! :;I OI' S- O V C !v.�. Fri _�; )-.�'A�RRD��D N DEX OF CONSTRUCRONI� DRA'I I NGS CO TITLE SHEET S1 SITE SURVEY Cl GENERAL NOTES AND LEGEND C2 OVERALL SITE LAYOUT PLAN C2A SITE LAYOUT PLAN C3 EQUIPMENT LAYOUT PLAN C4 SITE GRADING PLAN C5 SITE DETAILS C6 SITE DETAILS C7 SITE DETAILS C8 SITE DETAILS L1 LANDSCAPING PLAN SRI SITE DETAILS SR2 SITE DETAILS E1 ELECTRICAL SITE PLAN E1 A ELECTRICAL SITE PLAN E2 SITE GROUNDING PLAN E2A EQUIPMENT GROUNDING PLAN E3 ELECTRICAL SPECIFICATIONS E4 ELECTRICAL DETAILS E5 ELECTRICAL DETAILS E6 ELECTRICAL DETAILS E7 ELECTRICAL DETAILS E8 SINGLE LINE DIAGRAM E9 GROUNDING SINGLE LINE TeleCAD WIRELESS SITE DESIGN, INC. 6953 MIDDLE VALLEY ROAD HIMSON, TN 37343 PH : 423-634-2525 FAX: 423-843-9509 COVER SHEET PLEASANT.-VALLEY—AR SITE#: 165797B DATE: 05/29/05 REVISION: 1 GENERAL NOTES 1. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL REQUIRED PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION OR FABRICATION SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED AND THOROUGHLY REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY ALL APPLICABLE PERMITTING AUTHORITIES. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THESE PLANS AND THE CODES, REGULATIONS, AND STANDARDS OF ALL APPLICABLE GOVERNING AUTHORITIES. 3. THE GENERAL CONTRACTOR SHALL VERIFY THAT ALL EXISTING TOPOGRAPHY AND HORIZONTAL GEOMETRY IS AS INDICATED ON THESE DRAWINGS. NO ADDITIONAL COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR DAMAGE OR REPAIR TO THESE FACILITIES CAUSED BY THE CONTRACTOR'S WORK FORCE. IMMEDIATELY NOTIFY THE LESSEE'S CONSTRUCTION MANAGER OF ANY DISCREPANCIES OR INTERFERENCE WHICH AFFECT THE WORK OF THIS CONTRACT. 4. THE CONTRACTOR SHALL MAINTAIN ADEQUATE DRAINAGE AT ALL TIMES. DO NOT ALLOW WATER TO STAND OR POND. ANY DAMAGE TO STRUCTURES OR WORK ON THE SITE CAUSED BY INADEQUATE MAINTENANCE OF DRAINAGE PROVISIONS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR AND ANY COST ASSOCIATED WITH REPAIRS FOR SUCH DAMAGE WILL BE AT THE CONTRACTOR'S EXPENSE. 5. ALL WASTE MATERIAL SHALL BE PROPERLY DISPOSED OF OFF-SITE OR AS DIRECTED BY THE LESSEE'S CONSTRUCTION MANAGER AND IN ACCORDANCE WITH JURISDICTIONAL AUTHORITIES. 6. ANY PROPERTY DAMAGE CAUSED BY THE CONTRACTOR OR HIS OPERATIONS SHALL BE CORRECTED AND/OR RESTORED TO THE SATISFACTION OF THE PROPERTY OWNER(S) AND THE LESSEE'S CONSTRUCTION MANAGER AT NO ADDITIONAL COST TO THE OWNER. 7. CONTRACTOR SHALL MAINTAIN 20' HORIZONTAL CLEARANCE FROM CENTERLINE OF EXISTING POWER LINES OR AS REQUESTED BY THE POWER COMPANY. 8. NOTIFY THE LESSEE'S REPRESENTATIVES TWENTY-FOUR HOURS PRIOR TO CONSTRUCTION TO ALLOW THE LESSEE'S REPRESENTATIVES TO LOOK AT THE SITE PRIOR TO EXCAVATION. 9. THE CONTRACTOR SHALL INCLUDE ALL WORK REQUIRED TO CO -LOCATE ON THE EXISTING TOWER INCLUDING ALL NECESSARY SITE IMPROVEMENTS, FOUNDATIONS, ELECTRICAL IMPROVEMENTS, SNAP INS, H -FRAME, AND OTHER ACCESSORIES FOR COMPLETE INSTALLATION. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF THE FOLLOWING EQUIPMENT THAT WILL BE SUPPLIED BY THE LESSEE: ANTENNAS, COAX CABLES, ICE BRIDGE, WAVEGUIDE LADDER, METER, AND EQUIPMENT CABINETS/SHELTER. THE EQUIPMENT CABINETS/SHELTER SHALL BE TRANSPORTED TO THE SITE BYTHE CONTRACTOR. 11. ALL CONCRETE SHALL BE NORMAL WEIGHT AND SHALL CONFORM TO THE ACI 301 AND THE FOLLOWING: -MINIMUM COMPRESSION STRENGTH 3,000 PSI -AIR ENTRAPMENT RANGE 3% TO 6% -SLUMP GREATER THAN 3", BUT NOT TO EXCEED 6". 12. CONTRACTOR TO NOTIFY THE LESSEE'S TESTING REPRESENTATIVE FORTY-EIGHT HOURS BEFORE CONCRETE POURS. 13. CONTRACTOR SHALL WASH AND WAX FLOOR PRIOR TO FINAL ACCEPTANCE. FLOOR WAX SHALL BE OF THE ANTI -STATIC TYPE. 14. CONTRACTOR TO PROVIDE RED LINE CONSTRUCTION DRAWINGS TO TOWER OWNER AND LESSEE AT COMPLETION OF JOB. UTILITY NOTES 1. APPLY FOR THE UTILITY SERVICE (ELECTRIC) NO LATER THAN THE NEXT BUSINESS DAY FOLLOWING AWARD OF CONTRACT. COORDINATE WITH THE ELECTRIC UTILITY COMPANY FOR EXACT TRANSFORMER LOCATION, METERING REQUIREMENTS, AND SERVICE ROUTING. COORDINATE WITH THE TELEPHONE UTILITY COMPANY FOR EXACT TELEPHONE REQUIREMENTS AND ROUTING OF SERVICE. 2. ALL UTILITY RELATED WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE UTILITY REQUIREMENTS. FIELD VERIFY EXISTING UTILITY LOCATIONS PRIOR TO CONSTRUCTION. 3. THE CONTRACTOR SHALL CONTACT UTILITIES AND LOCATOR SERVICE A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. (AR ONE -CALL 1-800-482-8998). 4. CONTRACTOR SHALL PROVIDE TRENCHING AND CONDUITS AS SHOWN ORAS REQUIRED BY LOCAL UTILITY. LEGEND FXISTING X coos SPOT ELEVATION 05-03-0 CONTOUR LINE — —SD— STORM DRAIN ® CATCH BASIN — RAW RIGHT OF WAY a IRON PIN SET (IPS) 5/8" REBAR on CTO IRON PIN FOUND (IPF) ., BENCHMARK - CONCRETE MON. FOUND CONCRETE MON. SET CENTERLINE — OVERHEAD TELEPHONE UGT — UNDERGROUND TELEPHONE 0jp — OVERHEAD POWER UNDERGROUND POWER UTILITY POLE LIGHT POLE WATER LINE D� WATER VALVE ucc NATURAL GAS LINE G GAS VALVE _ST SANITARY SEWER MO MANHOLE NEW 7129 sa NOTE: THIS IS A GENERAL LEGEND. SOME ITEMS MAY NOT APPLY TO THIS SITE. TELM WIRELESS SIZE DESIGN 2005 1 1 05-29-05 CONSIRUCIION ISSUE 0 05-03-0 CONSTRUCTION ISSUE INS cm B 04-18-O5 PNE1NpNARY ISSUE mm A 02-18-M PRELN KW ISSUE on CTO NO. DATE RECORD OF ISSUE By nlK LESSEE ` SITE#:165797B PLEASANT -VALLEY -AR GENERAL NOTES & LEGEND n TeleCAD WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 PH: 423-634-2525 FAX: 423-843-9509 � r�i'g��7a NOT VAUD UMMS SIGNED & DATED ARKANSAS TEMPORARY PERMIT NUMBER 200513 ISSU 03-29 FOR THE YEAR 2005. e F . f `�,* w OF k10LDER- DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: JCS SHEET NUMBER: Cl MECAD WIRELESS SITE DESIGN 2005 NOTES: ¢a 1. THIS PLAN IS BASED ON A SURVEY BY SMW ENGINEERING GROUP, INC. DATED 01/31/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIORTO COMMENCEMENT OF CONSTRUCTION. N T 05-n-05 =611 TION ISSUE 2. THE PROPOSED USE DOES NOT REQUIRE FULL OR PART 0 05-03-05 WNSIR cra ISSUE � CTD TIME EMPLOYEES AT THE SITE. 3. FOR GENERAL SITE WORK NOTES, SEE SHEET Cl. a 02 -Te -0S a�Llua+�Rr ISSUE Dom Do 4. FOR ELECTRICAL SYMBOLS, SEE SHEETS E1 & E2. r A 02 -Te -05 +an ISSUE 5. ALL NORTH ARROWS ON SITE PLANS ARE TRUE NORTH, EXISTING y 140. DATE IIECM OF ISSUE ey CH" UNLESS OTHERWISE SPECIFIED. GOLF CART , PATH LE'SSE'E' �I 4 PROPOSED SITE#: 165797B I I 15' ACCESS PLEASANT—VALLEY—AR � EASEMENT OVERALL SITE LAYOUT PLAN EXISTING TREE( TYP. � ) f(F711 AFTER CONSTRUCTION IS COMPLETE, TeleCADTEMPORARY CONSTRUCTION EASEMENT R PROPOSED MUST BE RETURNED TO ITS ORIGINAL 15' UTILITY & _ _ EXISTING WIRELESS SITE DESIGN, INC STATE. ' TEMPORARY GOLF CART 6953 HIXSONDDLE AL EY ROAD CONSTRUCTION PATH EASEMENT PH: 423-634-2525 FAX: 423-843-9509 G J PROPOSED 12' a PROPOSED TEMPORARY j - 8' GRAVEL }} GRAVEL ROAD = _ DRIVE EXISTING ++a+„+++ea+r►�+��� SHED Q ©m © _ _ .�`•+`�L� y'•,�. PROPOSED 90 PROPOSED 40' X 40' FLAG POLE VERIZON LEASE AREA I DRAINAGE MONOPOLE ;��1 �• Lv� I EASEMENT .,�9� Nq i c-7 \ NOT VALID UNLESS SIGNED & DATED 111E�I;JL—n� FOKANSAS R�iEiE@MIT NUMBER Z44YEAfZ 2005.,`?lOF EXISTING 10' UTILITY DRAWN BY: DWS II EASEMENT EXISTING 20' UTILITY CHECKED BY: CTD -Z ` l ` _ EASEMENTS 0 100' 200' 300' `y PROJECT MGR: JCS 1” = loo' I ' SHEET NUMBER: C2 0 Fo L A i EXISTING 20' SLIDE GATE EXISTING \ DRAINAGE OPENING 0' 1 X EXISTING GOLF CART PATH PROPOSED 20' SLIDE X GATE (MATCH EXISTING) EXISTING 20' x © l X UTILITY l EASEMENT PROPOSED 8' GRAVEL x DRIVE L II PROPOSED l� 15 ACCESS EASEMENT —I� II PLASTIC CAPI I EXISTING L� II BAMBOO II TO BE -- 4`0 SCH. 40 GALV. I I REMOVED STEEL PIPE. FILL CORE L I I PROPOSED W/ CONCRETE & PAINT I I PAD MOUNTED OSHA YELLOW I I TRANSFORMER i II � GRAVEL II EXISTING TREE (LEASE AREA) { II TO BE REMOVED II II L II Z_ I I I' ` PROPOSED 40' X 40' III—III—IIT illl VERIZON LEASE AREA 4 �_ BOLLARD DETAIL NTS REFERENCE NOTES: SET STEEL PIPE IN 120 HOLE FILLED c II II 17 18 PROPOSED 28' X 28' W/ CONCRETEC8 C8 FENCED COMPOUND II I 1 L I EXISTING o II DRAINAGE I l II CD 1 II 1 II \_(b— C' ¢ II EXISTING I I DRAINAGE 5 - TOWER ELEVATION. SEE DETAIL SHEET C6. I I 14 - COMPOUND SURFACING. SEE DETAIL SHEET C7.L I I ' 17 - WOODEN FENCE. SEE DETAIL SHEET C8. I PROPOSED CORRUGATED 18 - WOODEN CORNER, GATE, END, OR PULL POST. EXISTING I I WALL MATCH EXISTING SEE DETAIL SHEET C8. CORRUGATED I I WALL II X 19 - WOODEN SWING GATE DETAIL. SEE DETAIL SHEET C8. I I X X c 'L __1A X A 0 0 10' 20' 30' B 04-18-05 PRELIMINARY ISSUE DNS A 02-18-05 PFaAG NARY ISSUE ONS NO. DATE 1"=10' PROPOSED BOLLARDS 1g PROPOSED —� OB 6' SWING GATE X x F] x x EXISTING TREE TO BE REMOVED x J X PROPOSED CABINETS x 5 C6 PROPOSED 90' FLAG POLE MONOPOLE n-- II � u I F+-- li i X L -I X X 01 X � EXISTING CREEK I0 x X X m TELECAD WIRELESS SITE DESIGN 2005 1 1 05-29-05 1 CMSTRUCUON ISSUE 0 05-03-05 CONSTRUCTION ISSUE DWS cm B 04-18-05 PRELIMINARY ISSUE DNS A 02-18-05 PFaAG NARY ISSUE ONS NO. DATE RECORD OF IMSA: LESSEE SITE#:165797B I PLEASANT—VALLEY—AR j SITE LAYOUT PLAN n TeIeCAD WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 PH: 423-634-2525 FAX: 423-843-9509 41 l\X 4�0 SD 00 r �s' u NOT VAUD UNLESS SIGNED & DATED ARKANSAS TEMPORARY PERMIT NUMBER 200513 1 lV� ISSUED 03_29 FOR THE YEAR 2= EXISTING DRAWN BY: DWS IRRIGATION BOX & VALVE CHECKED BY: CTD PROJECT MGR: JCS SHEET NUMBER: C2A REFERENCE NOTES: 10 - SHELTER SLAB FOUNDATION. SEE DETAIL SHEET C5. 12 - ICE BRIDGE AT MONOPOLE. SEE DETAIL SHEET C6. 14 - COMPOUND SURFACING. SEE DETAIL SHEET C7. 0 0 5' 10' 15' 0 04-18--05 1 PMA*M ISSUE MSD A 02-18—M PFRUNARY ISSUE DWS NO. DATE 1"=5' fff PROPOSED 1 15' ACCESS EASEMENT \ PROPOSED PAD MOUNTED TRANSFORMER 1 EXISTING �• DRAINAGE PROPOSED 8' GRAVEL PROPOSED DRIVE BOLLARD - X � � x X PROP05ED FLOOD LIGHT x x PROPOSED CABINETS x x x 2'-0„ TO SLAB x x `i PROPOSED 6' SWING GATE X x 14 C7 PROPOSED 12 ICE BRIDGE C5 r_A x TELECAD WF ESS SITE DESIGN 2005 1 05-29-05 1 CONSIMVION ISSUE """� 0 05-03-05 WNSTRUCDON ISSUE DWSC11) 0 04-18--05 1 PMA*M ISSUE MSD A 02-18—M PFRUNARY ISSUE DWS NO. DATE REM OF MErser fff LE'SSE'E' ` SITE#:165797B PLEASANT -VALLEY -AR EQUIPMENT LAYOUT PLAN x TeleCAD WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 X PH: 423-634-2525 FAX: 423-843-9509 x - X r m �x Lo lu) X X PROPOSED 90' o10 X FLAG POLE X2 -p" C5 MONOPOLE � X o X � - X - X X - X PROPOSED 40' X 40' X VERIZON LEASE AREA X EXISTING CREEK .••''*���'��N ECJ,•••'••. LT i A 1 % NOT VAUD UNLESS SIGNED & DATED ARKANSAS TEMPORARY PERMIT NUMBER 200513 ISSUED 03_29 FOR THE YEAR 2005. SIprATUz • 0-.. DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: JCS SHEET NUMBER: C3 GRADING NOTES: 1. PROPOSED CONTOURS AND SPOT ELEVATIONS ARE SHOWN AT TOP OF CRUSHED STONE, TOP OF FOUNDATION, OR TOP OF TOPSOIL. SEE DETAILS FOR THICKNESS OF CRUSHED STONE. MASS GRADED AREAS AND CRUSHED STONE SHALL BE FINISHED WITHIN 4" OF GRADES SHOWN. FOUNDATIONS SHALL BE FINISHED WITHIN 0.5" OF GRADES SHOWN. 2. ALL TREES, ROOTS, BRUSH, AND ORGANIC MATTER (TOPSOIL) SHALL BE REMOVED BEFORE BEGINNING FILL. FILL MATERIAL SHALL BE CLEAR SOIL CONTAINING NO ROCKS LARGER THAN 6 INCHES. 3. ALL AREAS TO RECEIVE FILL SHALL FIRST BE PROOF ROLLED UNDER THE SUPERVISION OF THE ENGINEER OR TESTING LAB PERSONNEL. ANY AREAS WHICH EXHIBIT "PUMPING" SHALL BE UNDERCUT (OR OTHERWISE STABILIZED) TO A FIRM SOIL BEFORE PLACING FILL. ALSO, ALL FINAL SUBGRADES, WHETHER IN CUT OR FILL, SHALL BE PROOF ROLLED PRIOR TO CONSTRUCTING SLABS OR PAVEMENTS. CONTACT ENGINEER FOR DIRECTION IN SITUATIONS WHERE SOIL COMPACTION OR BEARING CAPACITY MAY BE INADEQUATE. 4. FILLS SHALL BE FORMED OF SATISFACTORY MATERIAL PLACED IN SUCCESSIVE HORIZONTAL LAYERS OF NOT MORE THAN 6 INCHES IN LOOSE DEPTH FOR THE FULL WIDTH OF EACH STRIP. 5. FILL SOIL SHALL BE PLACED AT A MOISTURE CONTENT THAT IS WITHIN MINUS 1 % OR PLUS 3% POINTS OF THE OPTIMUM MOISTURE CONTENT AND TO 95% OF THE MAXIMUM DRY DENSITY AS DETERMINED BY ASTM 698 (STANDARD PROCTOR). THE UPPER 12 INCHES OF FILL SHALL BE COMPACTED TO 98%. 6. STANDARD PROCTOR TESTS (ASTM 698) SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY EMPLOYED BY THE CONTRACTOR. IN-PLACE DENSITY TESTS SHALL BE PERFORMED ON EACH LIFT TO ENSURE PROPER PLACEMENT OF FILL MATERIAL. 7. ALL DISTURBED AREAS SHALL RECEIVE GROUND COVER. ALL AREAS TO RECEIVE GROUND COVER SHALL HAVE A MINIMUM OF 4 INCHES OF TOPSOIL. ALL FOREIGN DEBRIS SHALL BE REMOVED BEFORE PLACING TOPSOIL. AREAS WITH LESS THAN 4:1 SLOPE SHALL BE SEEDED WITH FOUR POUNDS OF KENTUCKY 31 FESCUE AND ONE POUND OF ANNUAL RYE PER 1,000 SQUARE FEET. SLOPES STEEPER THAN 4:1 SHALL BE SEEDED WITH A MIXTURE OF 1/4 POUND SCARIFIED SERICEA LESPEDEZA. 1/4 POUND CROWN VETCH, AND ONE POUND KENTUCKY 31 FESCUE PER 1,000 SQUARE FEET WITH 30 POUNDS PER 1,000 SQUARE FEET OF 6-12-12 FERTILIZER. SLOPES 3:1 OR STEEPER SHALL BE COVERED WITH NORTH AMERICAN GREEN EROSION CONTROL BLANKET 5150 INSTALLED PER MANUFACTURERS SPECIFICATIONS (OR ENGINEER APPROVED EQUAL) TO PREVENT EROSION. CONTRACTOR SHALL WARRANTY GROUND COVER AND SLOPES FOR A PERIOD OF 1 YEAR. 8. CONFINE ALL CONSTRUCTION ACTIVITY TO PROPERTY OWNER'S PARCEL. DO NOT ENTER ADJACENT PROPERTY WITHOUT OBTAINING APPROVAL. 9. CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FENCE AND OTHER TEMPORARY EROSION CONTROL MEASURES AFTER GRASS IS ESTABLISHED AND STABILIZED. REFERENCE NOTES: 15 - SILT FENCE. SEE DETAIL SHEET C7. 25 - GRAVEL ACCESS. SEE DETAIL SHEET C7. 0' 20' 40' 60' B 04-18-05 PRE1.919NM ISSUE CTO A 1"=20' PRELNNNARI'ISSUE NO. DATE EXISTING 20' SLIDE GATE < 1 RI s Gitil R . L . L • R • C , C EXISTING CORRUGATED WALL II PROPOSED---\ II 15' ACCESS II EASEMENT / II II II 461.2' II PROPOSED 40' X 40' II FENCED COMPOUND II & VERIZON LEASE AREA II � It II I II V II 459.4 II ll♦, � X PROPOSED ---� CORRUGATED WALL X X � x PROPOSED 8' 25 GRAVEL ROAD C7 0 EXISTING GOLF CART PATH EXISTING IRRIGATION 1 BOX & VALVE EXISTING 20' UTILITY EASEMENT lJ X FTG= 461.5' � 46 r 2 461.8' x ❑ 7 x `r x TOP 0 FTG= LL J 461.1' 460.3' � X 5F 15 C7 —EXISTING CREEK TELMAD WMESS SITE DESMI 2005 1 05-29-05 CONSIRUCIION ISSUE 0 05-03-05 CONSIRUCrION ISSUE M csD B 04-18-05 PRE1.919NM ISSUE CTO A 02-18-05 PRELNNNARI'ISSUE NO. DATE RECORD OF ISSUE 0' mm L , � L y L syl, < 1 RI s Gitil R . L . L • R • C , C EXISTING CORRUGATED WALL II PROPOSED---\ II 15' ACCESS II EASEMENT / II II II 461.2' II PROPOSED 40' X 40' II FENCED COMPOUND II & VERIZON LEASE AREA II � It II I II V II 459.4 II ll♦, � X PROPOSED ---� CORRUGATED WALL X X � x PROPOSED 8' 25 GRAVEL ROAD C7 0 EXISTING GOLF CART PATH EXISTING IRRIGATION 1 BOX & VALVE EXISTING 20' UTILITY EASEMENT lJ X FTG= 461.5' � 46 r 2 461.8' x ❑ 7 x `r x TOP 0 FTG= LL J 461.1' 460.3' � X 5F 15 C7 —EXISTING CREEK TELMAD WMESS SITE DESMI 2005 1 05-29-05 CONSIRUCIION ISSUE 0 05-03-05 CONSIRUCrION ISSUE M csD B 04-18-05 PRE1.919NM ISSUE CTO A 02-18-05 PRELNNNARI'ISSUE NO. DATE RECORD OF ISSUE 0' mm LE'SSE'E' SITE#:165797B PLEASANT—VALLEY—AR SITE GRADING PLAN ((fill TeleCAD WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 PH: 423-634-2525 FAX: 423-843-9509 .�'•.� N0. 1�7roe 1140886411011, NOT VAUD UNLESS SIGNED R DATED ARKANSAS TEMPORARY PERMIT NUMBER 200513 ISSUED qj-29 FOR THE IYEAR �_ K5—, 1--�--�` I�UREOX! DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: JCS SHEET NUMBER: C4 PCSX065-18- RAD HEIGHT @ 87 FT AGL 'PCSX065-18 rn<- RAD HEIGHT @ 87 FT AGL PCSX065-18- RAD HEIGHT @ 87 FT AGL SUPPORT POST + BRACKET FOR 27" CHANNEL (3-91 27" ICE BRIDGE 3-9" CHANNEL x10' PART # 124470 (PIROD INC. OR EQUAL) CUT ICE BRIDGE CHANNEL LENGTH TO SUIT (SEE NOTE) J FOUNDATION 3" MAX-- - I - CABINET O +i z W 0 BFT POSITION ANTENNA TYPE AZIMUTH RAD CENTER MDT 1 PCSX065-18 ALPHA 0° 87' 00 4 PCSX065-18 ALPHA 00 87' 0° 5 PCSX065-18 BETA 1200 87' 00 8 PCSX065-18 BETA 1200 87' 00 9 PCSX065-18 GAMMA 240° 87' 00 12 PCSX065-18 GAMMA 2400 1 87' 00 ANTENNA LOCATIONS NTS HANGER BRACKET TYPE DOUBLE LEVEL CHANNEL/27" BRIDGE PART #802257 (PIROD INC OR EQUAL) MAXIMUM CABLE SPAN = 4'-0" TYP 2' 0" MAX FLAG POLETIT CONIC. PIER (TYP) WAVEGUIDE ICE BRIDGE CADWELD ANTENNA COAX) -4LL--L-- / �y`I _ GROUNDING j-#2 AWG BCW SOLID) (,SENDING RADIUS PER TINNED TO EQUIPMENT MANUFACTURER'S GROUND RING STANDARDS ICE BRIDGE AT MONOPOLE �z NTS C3 1-4 SECTION af W J W Ln co @` 0 0 ! UNISTRUT TYP. 1/2" THREADED ROD - GALVANIZED = N m - 3 112" DIA. GALV SCHED. 80 PIPE M o #2 AWG BCW SOLID TINNED TO 6 EQUIPMENT GROUND RING V-0" DIA. MIN. 3000 PSI CONCRETE BASE ' I m.EGD wFam SRE DESIGN 2005 1 1 05-29-05 fANSIRUCIION ISSUE 0 M-03-05 WNSIRlR910N ISSUE B 04-18-05 FFaA M ISSUE A 02-18-05 PREUIl MWY ISSUE PROPOSED STEALTH ANTENNAS NO, DATE mm OF ISSUE ACL - 87.9 AGL LE'SSE'E' TOWER TO BE PAINTED SITE#: 165797B GREEN TO MATCH FOLIAGE PLEASANT VALLEY AR SITE DETAILS TeleCAD WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 PH: 423-634-2525 FAX: 423-843-9509 PROPOSED 90' FLAG POLE .••.•SEN E, •,,,. .(� u p �: •. 0. 1 D7sells NOT VALID UN ES SIGNED & DAIED ARKANSAS TEMPORARY PERMIT NUMBER 200513 ISSUED 03_29 FOR THE YEAR 2005. PROPOSED ENTRANCE P. * PORT ITAI:R;E�5U' DRAWN BY: DWS FOUNDATION DESIGN BY OTHERS CHECKED BY: CTD TOWER ELEVATION 5 PROJECT MGR: JCS NTS CZ SHEET NUMBER: C6 3 STRANDS BARBED WIF OPTIONAL 20 BOARD T 4v A, -n,, KAAY TYPICAL WOOD FENCE NTS EXTERIOR SIDE FACILITY SIDE EXTENSION ARMS TOP STRAND OF BARBED WIRE OPTIONAL 5° TOP OF FENCE 1x4 BOARDS PROJECT 1"ABOVE 8'-0" (UNO) 3-2x4 ` GROUND AND SLOPE SOLID BOARD ALL AROUND (TYP) WOOD FENCE 4x4 POST 111 CROWN r /—F?` GRADE 1 1/2" MAX J CLEARANCE 6" T-[,- (MIN) FROM GRADE POST FOOTING CONCRETE OR SAKRETE TYPICAL SECTION WOOD FENCE 7 NTS C2A DARD TYP. 3" TYR OARD TYP. 611 GATE Lf LOCK (F FINISH GRADE OR GROUND 1.n IAinr1D AG BOLTS CONNECTION OF EXTENSION ARMS TO POST NTS rl_n9 TYPICAL WOOD FENCING 1. ALL WOOD FENCE POSTS AND RAILS TO BE NO. 2 PINE CCA PRESSURE TREATED WOOD. 2. PICKETS TO BE 7/8" THICK NO. 1 SPRUCE. CORNER & GATE POSTS TO BE 6x6 NO. 2 PINE CCA PRESSURE TREATED LUMBER. 3. LINE POSTS TO BE 4x4 NO. 2 CCA PRESSURE TREATED LUMBER. 4. ALL HARDWARE TO BE HOT DIP GALVANIZED. 5. BARBED WIRE: DOUBLE STRAND 12-1/2 GAUGE TWISTED WIRE GA., 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS. (OPTIONAL) 6. LOCAL ORDINANCE FOR BARBED WIRE PERMIT SHALL GOVERN INSTALLATION. WOODEN SWING GATE y� NTS C2A TYPICAL WOOD FENCING NOTES NTS CORNER, GATE, END, OR PULL POST BARBED WIRE STRANDS (OPTIONAL) �RBED WIRE PTIONAL 111 I BOARD TYP. l V-1"IR.WN FIN GRADE 4'-611(MIN) } POST FOOTING ---` —l' -O" (MIN) E OR SAKRETE CONCRETE OR SAKRETE WOOD CORNER, GATE, 1s OR END POST c2A NTS TEIECAD WIRELESS WE DESIGN 2005 1 05-29-M MISTIA=011 ISSUE " -CM 0 05-03-05 CONSIRUCIION ISSUE B 04-18-05 PRELIMINARY ISSUE tWC7D A 02-18-05 PREL MKWY ISSUE NO. DATE RECORD OF ISSUE LESSEE SITE#: 165797B PLEASANT -VALLEY -AR SITE DETAILS TeleCAD WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 PH: 423-634-2525 FAX: 423-843-9509 ••'�.'��. `YRS 1 d7 ��`���`: NOT VALID UNLESS : SIGNED R: DATED ARKANSAS TEMPORARY PERMIT NUMBER 200513 ISSUED 03_29 FOR THE YEAR "ru . N--► DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: JCS SHEET NUMBER: C8 \ �� PROPOSED x_ 8' GRAVEL DRIVE PROPOSED O 15' ACCESS \ EASEMENT x �PROPOSED 6' SWING 7' PROPOSEDGATE S?' PAD MOUNTED X TRANSFORMER X x x 0 rc in � -- IT X X { PROPOSED f CABINETS PROPOSED 28' X 28' FENCED COMPOUND PROPOSED 40'X 40' I x _—_� � x VERIZON LEASE AREA i i 1 ^� L I I ° 0 a X r+ ---� o X PLANT MATERIAL LIST ' x ' o ° ~L �i i BOTANICAL NAME COMMON NAME SIZE _ 6'-0' MIN. AT PLANTING SYMBOL QTY 0 04-18-05 PRELYA91 Y ISSUE X Cupressocyparis Leyland Cypress ON 15-0 CENTERS, 07 DWS CID leylandii DATE TYP. BY tYec 3' MIN. AT PLANTING Ilex x'Little Red' "Little Red" Holly ON 4'-0" CENTERS, 22 TYP. T_ �� L ji PROPOSED 90' ° ° ° FLAG POLE MONOPOLE X X x � X — \ I x — X _Lf \� � X fr X — X � 6'-0" LANDSCAPE � X BUFFER (EYP.) PROPOSED CORRUGATED X EXISTING WALL, MATCH EXISTING X X CREEK X --- � x 0' 6' 12' 18' 1"-6' MEM WREUSS SITE DEM 2005 1 05-29-05 CONSTRUM ISSUE 7C -M 0 05-03-05 CONSTRUCTION ISSUE DWS cm 0 04-18-05 PRELYA91 Y ISSUE DWS CTD A 02-18-05 PREUMK46RY ISSUE DWS CID NO. DATE REDDRD OF ISSUE BY tYec LE'SSE'E' SITE#:165797B I I PLEASANT—VALLEY—AR LANDSCAPING PLAN TeleCAD WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 PH: 423-634-2525 FAX: 423-843-9509 ■ NOT VALID UNLESS SIGNED k DATED ARKANSAS TEMPORARY PERMIT NUMBER 200513 155U t} -29 FOR THE YEAR i= s�cNATURE DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: JCS SHEET NUMBER: L1 GROUNDING NOTES: 1. INSTALL GROUND RING 2 FEET MIN. OUTSIDE OF EQUIPMENT PAD FOUNDATION AND 30 INCHES BELOW GRADE. GROUND RING CONSISTS OF #2 AWG SOLID BARE TINNED COPPER. LESSEE REPRESENTATIVE TO INSPECT GROUNDING BEFORE BACKFILLING. 2. INSTALL GROUND RING BEFORE PAD IS SET. 3. GROUND EACH CABINET FRAME WITH #2 AWG SOLID TINNED COPPER WITH 2 HOLE LUG, 2 PER CABINET. 4. CADWELD ALL CONNECTIONS TO BURIED GROUND RING WITH PARALLEL WELDS. EXCEPTION: USE TEE WELDS FOR CONNECTIONS TO GROUND RODS. ` 5. GROUND ALL EXTERIOR EXPOSED METAL OBJECTS. USE TWO HOLE MECHANICAL CONNECTORS (T & B 32007) FOR CONNECTION TO FLAT METAL SURFACES. PROVIDE STAINLESS STEEL HARDWARE AND LOCKWASHERS ON ALL MECHANICAL CONNECTIONS. APPLY ANTI -OXIDE COMPOUND TO CONNECTIONS. 6. MAKE ALL GROUNDING CONNECTIONS AS SHORT AS POSSIBLE. MINIMUM BENDING RADIUS IS 12". 7. CLEAN ALL SURFACES AND BRUSH WITH BRONZE BRUSH PRIOR TO MAKING GROUND CONNECTIONS. PAINT ALL EXOTHERMIC WELDS TO GALVANIZED OBJECTS WITH GALVANIZED PAINT. 8. PROVIDE TWO #2 AWG SOLID TINNED COATED COPPER CONDUCTORS FROM THE TOWER BUS BAR TO THE BURIED GROUND RING. USE TWO HOLE LUG AT GROUND BAR, CADWELD TO GROUND RING. 9. INSTALL 5/8" x & COPPER CLAD GROUND RODS IN LOCATIONS SHOWN ON GROUNDING PLAN (10'-0" MIN. SPACING). 10. TIE EQUIPMENT GROUND RING INTO TOWER GROUND RING (2 LEADS TYP.) PAINT LIDS RED AT TOWER RING CONNECTION. CONSTRUCTION NOTES: A. GROUND ALL EXTERIOR EXPOSED METAL OBJECTS. USE TWO HOLE MECHANICAL CONNECTORS (T & B 32007) FOR CONNECTION TO FLAT METAL SURFACES. PROVIDE STAINLESS STEEL HARDWARE AND LOCKWASHERS ON ALL MECHANICAL CONNECTIONS. APPLY ANTI -OXIDE COMPOUND TO CONNECTIONS. B. ALL EXTERIOR GROUND BARS MUST BE TINNED. C. ALL EXTERIOR SUPPORT STRUCTURES MUST BE CADWELDED. D. ALL ICE BRIDGE SECTIONS TO BE JUMPERED W/ #6 STRANDED. GROUNDING LEGEND: #2 AWG SOLID TINNED COPPER GROUND CABLE RUN 30" BELOW GRADE #2 AWG SOLID TINNED COPPER GROUND CABLE RUN ABOVE GRADE ® 8'X 5/8" DIAMETER COPPER CLAD, STEEL GROUND ROD. 0 PARALLEL CADWELD 0 GROUND ROD WITH INSPECTION SLEEVE @4611-A CHEMICAL GROUND ROD 0 5' 10' 15' UNS cm 8 04-18-M PREUMIRWY ISSUE 1"=5' A 02-18-M PRFLUNARY ISSUE DWS NO. DATE PROPOSED 40' X 40'+I VERIZON LEASE AREA { jl 1 PROPOSED EXISTING 1 CABINETS DRAINAGE j 11 1 REFERENCE NOTES: 41 - TOWER GROUND BAR. SEE DETAIL SHEET E4. 43 - BOTTOM TOWER GROUND BAR. SEE DETAIL SHEET E4. 46 - ANTENNA CABLE GROUNDING FOR MONOPOLE. SEE DETAIL SHEET E5. 48 - INSPECTION SLEEVE DETAIL TYP OF 2. SEE DETAIL SHEET E5. 49 - GROUND ROD DETAIL. SEE DETAIL SHEET E5. 60 - GROUNDING SYSTEM SINGLE LINE DIAGRAM. SEE DETAIL SHEET E9. PROPOSED 28' X 28' FENCED COMPOUND � X � X � I PROPO ICE BR1DUL X r SEE NOTE D X TIE GROUND BAR INTO TOWER X GROUND RING (2 LEADS TYP.) X 30" BELOW 60 X GRADE E8 X �x �x � X X � TIE EQUIPMENT GROUND RING INTO TOWER GROUND RING (2 LEADS TYP.) PAINT LIDS RED AT TOWER RING CONNECTION #6 STRANDED EA. POST TYP. E5 09 E; TELECAD WIRELESS SITE DESIGN 20M 1 1 05-28-05 CONSTRUCTION ISSUE "- &D 0 05-03-M CONSTRUCTION ISSUE UNS cm 8 04-18-M PREUMIRWY ISSUE m� A 02-18-M PRFLUNARY ISSUE DWS NO. DATE RECORD OF ISSUE O1 rLv LE'SSE'E 1 SITE#:165797B I PLEASANT VALLEY AR j EQUIPMENT GROUNDING PLAN x TeleCAD WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD x HIXSON, TN 37343 1 PH: 423-634-2525 FAX: 423-843-9509 NUT VALID UNLESS SIGNED R DATED ARKANSAS TEMPORARY PERMIT NUMBER 200513 ISSU 03-i9 FOR THE YEAR = sw71ATURE DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: JCS - X __L___ yl SHEET NUMBER: E2A ELECTRICAL SPECIFICATIONS: 1. SCOPE: PROVIDE LABOR, MATERIALS, AND EQUIPMENT, ETC., REQUIRED TO COMPLETE THE INSTALLATION SHOWN ON THE DRAWINGS. 2. CODES AND STANDARDS: INSTALLATION SHALL COMPLY WITH APPLICABLE LAWS AND ORDINANCES, UTILITY COMPANY REGULATIONS, AND APPLICABLE REQUIREMENTS OF THE LATEST EDITIONS OF: A. NFC - NATIONAL FIRE CODES B. UL - UNDERWRITERS LABORATORIES C. NEC - NATIONAL ELECTRIC CODE D. NEMA - NATIONAL ELECTRICAL MANUFACTURES ASSOCIATION E. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT F. SBC - STANDARD BUILDING CODE 3. PERMITS: OBTAIN AND PAY FOR REQUIRED PERMITS, LICENSES, FEES, INSPECTIONS, ETC. 4. COORDINATION: COORDINATE WORK WITH OTHER TRADES. 5. SUBMITTALS: SUBMIT BROCHURES FOR APPROVAL ON MAJOR SYSTEM COMPONENTS. 6. EXISTING SERVICES: DO NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN PERMISSION OF THE OWNER. 7. EQUIPMENT: CONNECT ELECTRICALLY OPERATED EQUIPMENT. 8. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES AND SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED OVER TO THE OWNER UPON COMPLETION OF THE PROJECT. 9. IDENTIFICATION: IDENTIFY SERVICE DISCONNECTING MEANS WITH PERMANENT NAME PLATE. 10. GUARANTEE/WARRANTY: GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, SHORTS, GROUNDS, ETC., FOR A PERIOD OF ONE YEAR. FURNISH WARRANTY SO THE DEFECTIVE MATERIALS AND/OR WORKMANSHIP WILL BE REPAIRED/REPLACED IMMEDIATELY UPON NOTIFICATION AT NO COST TO THE OWNER FOR THE PERIOD OF THE WARRANTY. 11. CUTTING AND PATCHING: PROVIDE CUTTING REQUIRED TO DO THE WORK. DO NOT CUT MAJOR STRUCTURAL ELEMENTS WITHOUT APPROVAL. PATCHING SHALL BE OF QUALITY EQUAL TO AND OF MATCHING APPEARANCE OF EXISTING CONSTRUCTION. 12. DITCHING AND BACKFILL: PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES. 13. RACEWAYS: UNDERGROUND CONDUIT SHALL BE SCHEDULE 40 PVC CONDUIT (MEET NEMA TC2 - 1990). EXPOSED CONDUIT SHALL BE RIGID GALVANIZED STEEL CONDUIT. UNDERGROUND PVC CONDUIT SHALL TRANSITION TO RIGID GALVANIZED STEEL CONDUIT BEFORE RISING ABOVE GRADE. PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE TWO SEPARATE PULL STRINGS - 200 LB. TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 24" RADIUS. GRS CONDUITS WHEN SPECIFIED, SHALL MEET UL -6 FOR GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. 14. SUPPORTS: AS REQUIRED BYTHE NEC. 15. CONDUCTORS: USE 981/o CONDUCTIVITY COPPER WITH TYPE THHN OR EQUIVALENT 90°C INSULATION, 600 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING NO. 10 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE NO. 10 AWG. TELECAD WIRD.E.SS SIZE DESN,N 2005 16. CONNECTORS FOR POWER CONDUCTORS: USE COMPRESSION TYPE INSULATED CONNECTORS FOR #10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL LUGS FOR #8 AWG AND LARGER. 17. GROUNDING: MAIN GROUNDING CONDUCTORS SHALL BE A MINIMUM OF #2 AWG o5 -2s -os ISSUE SOLID TINNED COPPER. GROUNDING LEADS ON ANTENNA SUPPORT STRUCTURES SHALL 0 05-03--05 CONSrRUC+ ISSUE BE A MINIMUM OF #2 AWG SOLID BARE COPPER AND SHALL BE TINNED WHERE THEY 0 04-18-05 PRELMNNAW ISSUE ARE INSTALLED AGAINST THE STRUCTURE. GROUND BARS SHALL BE 1/4" THICK, 4" WIDE, A 02-18-05 PBELIAKW ISSUE LENGTH AS REQUIRED. GROUND RESISTANCE TO BE 5 OHM MAXIMUM. PROVIDE NO. DATE MM OF ISSUE ADDITIONAL GROUNDING RODS AS REQUIRED. 18. TELEPHONE SERVICE: PROVIDE EMPTY CONDUITS WITH PULL WIRES (10' ON EACH SIDE OF CONDUIT). LESSEE 19. SERVICE: 240/120, SINGLE PHASE, 3 WIRE, 200 AMP FROM THE METER. GROUND BAR NOTES: SITE#: 1657976 1. THE SIZE OF THE GROUND BARS INSTALLED ON TOWERS SHALL BE 1/4" x 4" x LENGTH PLEASANT -VALLEY -AR AS REQUIRED (20" MIN.). LENGTH WILL BE DETERMINED BY THE WIDTH OF THE WAVEGUIDE LADDER ON SELF-SUPPORTING TOWERS AND THE WIDTH OF THE TOWER FACE ON GUYED ELECTRICAL TOWERS. SPECIFICATIONS 2. THE LOWEST POINT OF THE GROUND BAR AT THE BOTTOM OF THE VERTICAL RUN SHOULD BE APPROXIMATELY ONE TO TWO FEET ABOVE THE WAVEGUIDE BRIDGE ICE SHIELD. TWO FEET IS THE MAXIMUM HEIGHT. ADDITIONAL, THIS GROUND BAR SHOULD EXTEND APPROXIMATELY 6" BEYOND THE TOWER LEG TO FACILITATE WIRE ROUTING. TeleCAD WIRELESS SITE DESIGN, INC 3. A MIDDLE OR INTERMEDIATE GROUND BARS WILL BE REQUIRED EVERY 75 ON TOWER. 6953 MIDDLE VALLEY ROAD N/A ON MONOPOLE INSIDE INSTALLATION. HIXSON, TN 37343 PH: 423-634-2525 FAX: 423-843-9509 4. ALL GROUND BARS SHALL BE BOLTED TO THE WAVEGUIDE LADDER, TOWER LEGS, OR WAVEGUIDE BRIDGE, DEPENDING ON LOCATION EXCEPT BOTTOM TOWER GROUND BAR. BOTTOM TOWER GROUND BAR TO USE ISOLATORS. 5. THE BOTTOM GROUND BAR SHALL BE BONDED AT EACH END WITH NO. 2 SOLID, TINNED, COPPER WIRE TO THE TOWER GROUND RING USING THE EXOTHERMAL WELD PROCESS. THESE LEADS MUST RUN AS DIRECT AND STRAIGHT AS POSSIBLE WITHOUT `�•.. TOUCHING THE TOWER. SHOULD EXCESSIVE FOUNDATION HEIGHT REQUIRE GROUND �,.•'`�,� E, �;'•,,r BAR INSTALLATION ABOVE 10-12 FEET, THIS CONNECTION MAY BE MADE DIRECTLY TO ��[�p 4Uc ••rr THE TOWER. THE FIELD MANAGER MUST APPROVE THIS ALTERNATIVE. 6. THE MAIN ISOLATED GROUND BAR ELECTRICAL (MIGBE) SHALL BE BONDED 6" IN FROM EACH END WITH NO. 2 SOLID, TINNED, COPPER WIRE TO THE EQUIPMENT GROUND RING SYSTEM WITH CADWELDS. : A 4y G' 6�Lj •, q 2 07 �.• 7. THIS GROUND BAR SHALL BE MOUNTED HORIZONTALLY ON THE EQUIPMENT SLAB. ••.,•� _\•••.`� 8. ALL EXTERIOR TRANSMISSION LINE GROUNDS HAVE TWO INSULATED NO. 6 STRANDED Its NOT VAALIDUD UNLESS S S SIGNED & DATED COPPER CONDUCTORS WITH TWO HOLE COMPRESSION LUGS. GROUND CONDUCTORS MUST ALWAYS FALL DOWNWARD TO THE GROUND BAR CONNECTION. ARKANSAS TEMPORARY PENUMBER 200513 15S1fE0 03-29 FOR THE YEAR YEAH 2095. 9. THE GROUND BARS MUST BE CLEANED TO REMOVE ANY OXIDATION, PAINT OR OTHERF. FOREIGN SUBSTANCES. THE POINTS OF CONNECTION MUST BE COATED WITH A hTuLm H° CONDUCTIVE, ANTI -OXIDATION MATERIAL. AFTER THE CONNECTIONS ARE MADE, THE TERMINATIONS SHALL BE COATED WITH AN ANTIOXIDANT MATERIAL. DRAWN BY: DWS 10. ALL EXTERIOR GROUND BARS MUST BE TINNED. CHECKED BY: CTD 11. BOND ICE BRIDGE SECTIONS EXOTHERMICALLY OR TWO HOLE LUGGED. BOND ICE BRIDGE MGR: CS SECTIONS TO SUPPORTING POSTS. PROJECTJ SHEET NUMBER: E3 36" 24" - MIN. MIN. EQUIPMEN- GROUND R #2 AWG S( BCW CABLE TO CADWELD PVC TELCO CONDUIT NOTE: TYPICAL SPACING FOR ALL UNDERGROUND CONDUITS a 4" LAYER OF STONE (WHERE REQUIRED) 12" COMPACTED BACKFILL 6" WIDE YELLOW WARNING TAPE WITH BLACK LETTERS. TAPE TO READ: "CAUTION - ELECTRIC LINE BURIED BELOW" PVC POWER CONDUIT TRENCH DETAIL 40 NTS E7 VERTICAL POST CONNECTED TO RING FENCE GROUNDING 4z NTS C 48" MIN. 2" PVC TELCO CONDUIT 4" LAYER OF STONE (WHERE REQUIRED) 6" WIDE YELLOW WARNING TAPE WITH BLACK LETTERS. TAPE TO READ: "CAUTION - ELECTRIC LINE BURIED BELOW" - 3" PVC POWER CONDUIT NOTE: TYPICAL SPACING FOR ALL UNDERGROUND CONDUITS TRENCH DETAIL(PRIMARY POWER) 3� NTS E7 5 3/4" 6 7/16" � ° ° 2" ° o o � 0 ° 0 0 0 0 0 } 0 ° 0 ° 3 �° 00 Os 0 ° + o 0 4 0 1.. 1 Ef-rkln 1- COPPER GROUND BAR (TINNED). SEE GROUND BAR NOTE .#1 ON SHEET E3. 2- 2 EXOTHERMIC WELDS CONNECTIONS TO GROUND RING. 3- 5/8" STAINLESS STEEL LOCKWASHERS. 4- 5/8" STAINLESS STEEL FLAT WASHERS. 5- 5/8-11 X 1" STAINLESS STEEL BOLTS. 6- INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 7- ALL EXTERIOR GROUND BARS MUST BE TINNED. BOTTOM TOWER GROUND BAR 43 NTS LEGEND 1- COPPER GROUND BAR (TINNED). SEE GROUND BAR NOTE #1 ON SHEET E3. 2- 3/8" STAINLESS STEEL LOCKWASHERS. 3- 3/8" STAINLESS STEEL FLAT WASHERS. 4- 3/8-16 X 1" STAINLESS STEEL BOLTS. 5- #2 TWO HOLE LONG BARRELL COMPRESSION LUG BY BURNDY OR APPROVED EQUIVALENT. 6- ALL EXTERIOR GROUND BARS MUST BE TINNED. FOR COMPLETE GROUND BAR NOTES, SEE DETAIL SHEET E3. TOWER GROUND BAR 47 NTS EZ TOP AND MIDDLE GROUND BARS BOLTED DIRECTLY TO TOWER WITH NO INSULATORS. MIDDLE GROUND BARS ARE REQUIRED EVERY 75' ON TOWER. BOTTOM TOWER GROUND BAR TO USE ISOLATORS. N/A ON MONOPOLE INSIDE INSTALLATION. TElECAD ERELESS SITE DESIGN 2005 1 1 05-29-M OONS11=110N ISSUE 7 -CM 0 05-03-05 CONSIRUCDON ISSUE OECD 8 04-18-05 PRE WK4RY ISSUE CrD A 02-18-05 E'REUMKWY ISSUE DYYS CID NO. DATE RECORD OF ISSUE � rx■c LE'SSE'E' SITE#:165797B I PLEASANT -VALLEY -AR j ELECTRICAL DETAILS TeIeCAD WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 PH: 423-634-2525 FAX: 423-843-9509 NOT VALID UNLESS SIGNED ✓k DATED ARKANSAS TEMPORARY PERMIT NUMBER 200513 ISSUE 43-29 FOR THE YEAR =1 -� "—v7—ANo1,aER DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: JCS SHEET NUMBER: E4 r,.PAnG 30" #2 AWG SOLID TINNED COPPER WIRE CADWELD CONNECTION TREATED WITH TWO (2) COATS OF COLD GALVANIZED PAINT ANTENNA GROUND BAR (TINNED) MONOPOLE CIGBE NEAR RAD CENTER MID -POINT. TO ANTENNA SEE NOTE 1. 2 HOLE LONG BARRELL 44 STANDARD GROUND COMPRESSION LUG (TYP). E5 KIT (TYP. #6 AWG (PROVIDED WITH li I II GROUND KIT TYP.) ANTENNA GROUND BAR (TINNED) (CIGBE) COAX CABLE BOTTOM OF MONOPOLE SEE NOTE 1. 450 MAX. (TYP. FOR ALL) #6 AWG LUG TO SHELTER #2 AWG BCW SOLID TINNED 5/8" DIAMETER COPPER VIA ICEBRIDGE EXISTING MONOPOLE PIER CLAD STEEL GROUND EXISTING GROUND RING ROD 8' LONG EXISTING #2 AWG BCW SOLID TINNED GROUND ROD DETAIL 49 NTS E2 REMOVABLE COVER. COVER SHALL BE REMOVABLE BY HAND. NO TOOLS SHALL FINISHED GRADE BE REQUIRED FOR REMOVAL. II�-I� 8" I� �I _ I I ,� #2 BTW TEST WIRE WHERE APPLICABLE ::11'7 EXOTHERMIC WELD TO GROUND ROD 30" T-0" LONG x 6" DIA. WHITE PVC SLEEVE EQUIPMENT GROUND LOOP PVC SLEEVE SHOULD SIT ON 1" WIDE SLOT FOR GROUND GRAVEL TO ALLOW WATER TO DISSIPATE WIRE, EXTEND 2" ABOVE GROUND RING. 3" OF CRUSHED ROCK BELOW WELD. —I 5/8" DIA, COPPER CLAD WELD SHALL REMAIN VISIBLE, STEEL GROUND ROD 8' LONG INSPECTION SLEEVE DETAIL 48 NTS E2 NOTES: L CADWELD TYP. 1. GROUND BARS TO BE MOUNTED EVERY 75 FEET. THE NUMBER OF GROUND BARS WILL VARY DEPENDING ON THE HEIGHT OF TOWER, ANTENNA LOCATIONS AND CONNECTION ORIENTATION. PROVIDE AS REQUIRED. 2. MOUNT GROUND BAR HORIZONTAL. ANTENNA CABLE GROUNDING 46 FOR MONOPOLE E2A NTS #6 AWG FROM ANTENNA CABLE GROUND KIT D BAR (TINNED) LL, FLOOR, OR ON JA TOWER L N-42 TWO HOLE LONG BARRELL L COMPRESSION LUGS, TO BUILDING OR RING GROUND TYP OF 2. INSTALLATION OF GROUND WIRE TO GROUND BAR NTS TELECAD WIRELESS SITE DESIGN 2005 1 05-29-05 I CONSTRUCTION ISSUE DpS 0 05-0345 CONSTRUCTION ISSUE DM6 CTO B 04-18-05 PREIAIINARY ISSUE DWS, A 02-18-05 PRELMNARY ISSUE U No, DATE RECORD OF ISSUE BY aD LESSEE SITE#:165797B I PLEASANT -VALLEY -AR ELECTRICAL DETAILS TeleCAD WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 PH: 423-634-2525 FAX: 423-843-9509 �? AG Uso ` • 57 lo 0. NOT VAIJD UNLESS SIGNED k DATED ARKANSAS TEMPORARY PERMIT NUMBER 200513 ISSUED 03_29 FOR THE Y�EAR SVIAPJK & HOLDER DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: JCS SHEET NUMBER: E5 TWO -HOLE COMPRESSION LUG - HEX BOLT #6 OR #2 GND = - LOCK WASHER FLAT WASHER GROUND BAR (TINNED) --- FLAT WASHER OR METAL ENCLOSURE LOCK WASHER HEX NUT INSTALLATION NOTES: 1. BOLTS, WASHERS, AND NUTS SHALL BE STAINLESS STEEL. 2. SELECT BOLT LENGTH TO PROVIDE A MINIMUM OF TWO EXPOSED THREADS. 3. BURNISH MOUNTING SURFACE TO REMOVE PAINT IN THE AREA OF LUG CONTACT. 4. APPLY ANTI -OXIDANT COMPOUND TO MATING SURFACE OF LUG AND WIPE CLEAN EXCESS COMPOUND. 5. USE 1/4" HARDWARE FOR ATTACHMENT TO METAL ENCLOSURES & 3/8" FOR ATTACHMENT TO GROUND BARS. 6. ALL BOLTS MUST HAVE AT LEAST 2 THREAD ENGAGEMENT. GROUNDING CONNECTION TO 45 GROUND BAR OR FLAT SURFACE -- NTS GPS ANTENNA CONTRACTOR TO SUPPLY & INSTALL NYLON BUSHING 1 1/4"0 SCH 40 GALV PIPE, MIN. 30" LONG, SUPPLIED BY CONTRACTOR 1/2"0 COAX CABLE 16' BENDING RADIUS PER MANUFACTURER STANDARD, ATTACHES TO MOUNT WITH STRAP -IN HANGERS (3 PLACES) CONTRACTOR TO SUPPLY & TO COAX �G INSTALL NYLON BUSHING GROUND BAR #6 AWG GROUNDING KIT CABLE (PROVIDED WITH KIT) LOCATE BEFORE BEND AT BASE OF MOUNT GPS MOUNTING DETAIL NTS E1 2 1/2" DIA. MAX. ANTENNA CABLE WEATHERPROOFING KIT (SEE NOTE 2) CABLE GROUND KIT #6 AWG STRANDED COPPER GROUND WIRE (GROUNDED TO GROUND BAR) SEE NOTE 1 & 2. GROUND KIT NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS DIRECT GROUND WIRE DOWN TO GROUND BAR. 2. GROUNDING KIT AND WEATHER PROOFING KIT SHALL BE OF THE SAME TYPE AND PART NUMBER AS SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE NTS TELEC/D WBtF] ESS 511E DESIGN 2005 1 05-29-05 1 CONSTRUCTION ISSUE 7C -M 0 05-03-05 CONSIRUCRON ISSUE DWS crD 8 0' -18-05 PRELIMMY ISSUE m CTD A 02-18-M PRT]JMNTIIRY ISSUE DWS CTD No. DATE RECORD OF ISSUE BY roc LESSEE SITE#:165797B I PLEASANT -VALLEY -..AR ELECTRICAL DETAILS ((�n111 TeleCAD WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 PH: 423-634-2525 FAX: 423-843-9509 i� 71m, NOT VAUD UNLESS SIGNED h DATED ARKANSAS TEMPORARY PERMIT NUMBER 200513 ISSUED 03-29 FOR THE {YEARlZ4�2, ruRE DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: JCS SHEET NUMBER: E6 36" x 36" x 12" NEMA 3R ENCLOSURE TELCO BOX 3" SCH. 40 GALV. PIPE (TYP) TRUT (TYP) TINNED D TO DE .t I: 3/4" PVC CONDUIT #2 AWG BARE SOLID TINNED COPPER -BOND TO GROUND RING 2" PVC TELCO CONDUIT TO EQUIPMENT W/ PULL STRING. 2" PVC TELCO CONDUIT FROM TELCO UTILITY W/ PULL STRING. UNIS 2" NIPPLE TEL EQUIPMENT CABINET TIGB #2 AWG BARE SOLID COPPER WIRE ROUTE GROUNDING SYSTEM (TYP EACH LEG) FINISHED GRA 6'-0" DISCONNECT WITH 200 AMP BREAKER METER BY UTILITY COMPANY 200A METER BASE BY GENERAL CONTRACTOR 2" II II L l"� -.i � r TYP. 2" POWER CONDUIT TO POWER DEMARC W/ (3) - 3/0 3/4" PVC POWER CONDUIT #6 AWG GROUNDING ELECTRODE TO GROUND ROD UTILITY NOTE: 1. ALL POWER CONDUITS ABOVE GRADE TO BE RIGID GALVANIZED STEEL CONDUIT. UTILITY CENTER NTS EZ 3" SCH. PIPE (TYI UNISTR FINISHED GRADE - cc 3/4" RGS POWER 1 CONDUIT TO PVC POWER FLOOD LIGHT CONDUIT 2" PVC POWERJ TO RADIO CABINET CONDUIT TO BATTERY TEEM WIRELESS SITE DESIGN 2005 1 1 05-29-05 WOR MION ISSUE ;"*C `TD OS-03-05 WNSTRUCOON ISSUE'�D 0 04-18-M PRFIJABNARY ISSUED A 02-18-05 PRE MNARY ISSUE NO. DATE FUMM OF ISSUE tTr nar LESSEE SITE#:165797B j PLEASANT -VALLEY -AR I ELECTRICAL DETAILS (I�11 TeleCAD WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 PH: 423-634-2525 FAX: 423-843-9509 .%' "'1611198480" *1' 1ps qF s :'•�� h'4�10-7����'�';: NOT VAUD UNLESS SIGNED R DATED ARKANSAS TEMPORARY PERMIT NUMBER 200513 issuED 03-29 FOR THE YEAR 2005. fir,. SIGNAT1 0f FIOLOER DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: JCS SHEET NUMBER: E7 2-15OW QUARTZ FLOOD LIGHTS 20A SINGLE POLE SWITCH 20A DUPLEX-' RECEPTACLE EXISTING SERVICE CONTRACTOR TO— SUPPLY AND INSTALL 225A DISCONNECT/ BREAKER (MOUNT ON CHURCH WALL) 2" PVC CONDUIT W/(3)-3/0& (1) - #6 GND 24 POSITION - LOAD CENTER 1 3/4 CONDUIT W/ LT 1412, 1412N, 1-#12G SEE POWER PANEL SCHEDULE ------PROPOSED METER BASE CONTRACTOR TO INSTALL ON CHURCH WALL 2" PVC CONDUIT W/ (3) - #4/0 & (1) - #6 GND J 2" PVC TELCO CONDUIT 1 � I POWER PANEL 200 AMP 120/240 VAC 10, 3W 1" CONDUIT W/ - 2-#2, 1-#6N, 1-#6G. SEE POWER PANEL F__j SCHEDULE TELCO FACILITY 4.0 ONE BTS PRIMARY CABINET NOTES: 1. ELECTRICAL SERVICE SHALL BE 200A, 120V / 208V OR 240V, 10 3W. 2. PROVIDE SERVICE ENTRANCE RATED FUSIBLE SERVICE DISCONNECT SWITCH IF REQUIRED BY LOCAL UTILITY COMPANY. DOORTO POWER PANEL CONTAINING MAIN DISCONNECT TO REMAIN UNLOCKED. 3. FOR COMPLETE INTERNAL WIRING AND ARRANGEMENT, REFER TO VENDOR PRINTS PROVIDED BY UTILITY CABINET MANUFACTURER. 4. INSTALL A 200A SERVICE DISCONNECT OTHER THAN MAIN BREAKER IN POWER PANEL (IF REQUIRED) REMOVE BONDING JUMPER IN UTILITY CABINET AND BOND SERVICE DISCONNECT PER NEC REQUIREMENTS. 5. ITEM(S) FURNISHED & INSTALLED WITH UTILITY CABINET. 6. ALL WIRING SHALL BE COPPER WITH THHN INSULATION. 7. ALL ELECTRICAL WORK INCLUDING COMPONENTS AND WIRING PER NATIONAL ELECTRICAL CODE (NEC), STATE AND LOCAL CODE. 8. GENERAL CONTRACTOR TO LABEL BREAKERS IN POWER CABINET AS NOTED ON " POWER PANEL SCHEDULE ". 9. GENERAL CONTRACTOR TO WIRE LIGHT AND FAN INTO TELCO CABINET. 10. WALKING BEAM INTERLOCK SHALL BE PROVIDED WITH BREAKERS FROM VENDOR, FIELD TO VERIFY. BRANCH CIRCUITS #1/3 (1) #6 NEUTRAL BRANCH CIRCUITS #5/7 TBD BRANCH CIRCUITS #9/11 (1) #6 NEUTRAL BRANCH CIRCUITS #2 #12 NEUTRAL EACH SEE NOTE 4 —LJ NEUTRAL 3X3 HOFFMAN BOX W/ PLYWOOD BACKBOARD FROM 200A - DISCONNECT 60A 1 TVSS 1 3 - T TELCO CONDUIT T1 CABLE ASSEMBLY BRANCH CIRCUITS #1/3 6_ �1� SPARE (1) #6 GROUND BATTERY I CABINET ,. 7 BRANCH CIRCUITS #5/7 200A f TBD UTILITY BRANCH CIRCUITS #2 DISCONNECT (1) #12 GROUND (EACH) {rte BRANCH CIRCUITS #9/11 1 FUTURE CABINET 12 (1) #6 GROUND (2) — TELCO GROUND. SEE NOTE 5 1, � #2 TO GROUND RING SEE NOTE 5 GROUND — BY CONTRACTOR POWER PANEL SCHEDULE 20A 2_ �1� GFI RECEPTACLE & FLOOD LIGHTS 4 � SPARE - T TELCO CONDUIT T1 CABLE ASSEMBLY TBD 5 6_ �1� SPARE - 1"ALARM CONDUIT BATTERY I CABINET ,. 7 B ��� SPARE 04-18-M A "T 9 80A 1- 10 rT'� A .. 1 � 1 {rte MODCELL CABINET FEEDER #1 1 #2 11 1 FUTURE CABINET 12 FUTURE CABINET l (2) --------- 1, � _ POWER PANEL SCHEDULE NTS POWER & TELCO SINGLE LINE NTS MEW WWaESS SDE DESIGN 2005 1 1 05-29-M CONSIRUCIION ISSUE " 0 05-03-05 CANSIRRUMM ISSUE DW5 cm 8 04-18-M PREI8A9MW ISSUE DWS A 02-18-05 PREIMPO Y ISSUE {rte NO. DATE RECORD OF ISSUE Ery nuc LE'SSE'E' SITE#:165797B PLEASANT VALLEY AR SINGLE LINE DIAGRAM f!(r�lll TeleCAD WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 PH: 423-634-2525 FAX: 423-843-9509 :9 NOT VALID UNLESS SIGNED k DAZED ARKANSAS TEMPORARY PERMIT NUMBER 200513 155 "-23 FOR THE YEAR �Q¢, S� OF RXDER DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: JCS SHEET NUMBER: E8 63 :2139Wf1N 133HS SD( :NNW 1D3(ONd 01D :A8 G3ND3HD SMG :A8 NMVNG MU W -:R 3►u 803 BF- f a3nSSl s`T Z 21 vm ANN AMOdM131 SVSNVMW a31Va If a3NOIS SS31Nn arnA !oN `*.�sgtiu►rrrry b 74m nm vital 6056-£b9-£Zb:XV3 5Z5Z-1,£9-£Zti:Hd £b£L£ N1'NOSXIH GVON A311VA 31001W £969 DNI'NJIS3a 3115 SS31RHAA GVD0101 w 3NIl 319NIS 9NIGNAOND W AIII A 1NVS`d31d &6LS91. 4311S Hla As 3nSS1 4 almd Ma 'ON a w 3nSS1 AWN111113W 90-91-zo Y ata sMa 3nSS1 R1VlI CBBd GD -ft -+0 a sMa 3nSS1 NOMMSN00 9D-£0-90 0 O1�srMa 3nM NOa:1N NOM 90-6z-90 l 9002 mma MIS SUMNM arATM Z3 S -LN 09 MNOVIG ]Nil 319NIS W31SAS ONIGNnOND 13N18VD AN311V9 'SD3dS 1N3Dn1 N3d S13N18VD b 11V 1VDIdAl (3SV9 N3d L 13NWD N3d Z) a31V1nSNl9# (Z dO dkL) MD8 DMV Z# Dn131OH-OMl 431108 MD8 OMV Z# a31V1nSN19# 13N19VJ (IND XVOD AN3llV9 (a3NInb3N SV) MD8 DMV Z# (38�IW) (a3NInb3N SV) MD9 DMV Z# 13N18VD (3Nnln3) 1VDIMPI MD9 DMV Z# AN311V9 NV9 ONnOND MD8 DMV Z# 1NVX313 a31V1OSl N31SVW MVO aNnON) MD8 SMV Z# 113J CION 1NVX313 � MD9 DMV Z# �� add 330 ,,bZ a31V1nSNlOMV 9# 3aVU MO -110M MD9 DMV Z# DNIN aNAMD 0Vd 1N3MAN (a3NInb3N dU VNNIINV SdD 'a3NN11 aIIOS 19 ISM MD9 DMV Z# 11V 'b 'NOIIVIIVISN13aISN1 31OdONOW NO V/N 'NIMO1 NO U AN3A3 03NInb3N MV SNVB aNnou 31aom '£ 'NVId DN10NAM 311S 33S 'S11V13a (INV SNO11D3NNOD DMINno NO3 'Z 'NV8 Won Ol ON10NnOND VNNIINV aNOB ' L :S31ON 3NIla33d / L 119VD IIN ONO XVOD NDVN U111n (9DIJ) (03NN11) M CINnONO N3MO1 MOddnS ID(INO IDI NMd SNO1V1nSNl H11M_ NIMOl01AlMIG a31108 a31V1nSN19# 3N110331 / L 318VD 11A aND XVOJ 3DN33 DNIN Mnon N3MO1 (a3NInb3N dl) (I RON 33S) 3N11a333 / L (a3NNII) SNO1V1nSNl ON 119VD 11N SNV8 Won N3MO1 O1 A nmia 031109 0ND XVOD 31aaIW ISM MD9 a31V1nSNl9# (3Nnln3) NV9 aNnon a31V1nSNl (a3dlnb3d SV)dO1 a31V1nSN19# 113J QOW (IND XVOD INVX313 (38�IW) a3NN11 (3Nnln3) 1VDIMPI WIN 113D 0OW NV9 ONnOND (03NNII) 1NVX313 a31V1OSl N31SVW MVO aNnON) N31SVW (a3NInb3N 31) SD3dS 1N3Dn1 IODID N3d a31V1nSNl 0/Z SdD Sd� add 330 ,,bZ a31V1nSNlOMV 9# 3aVU MO -110M MD9 DMV Z# DNIN aNAMD 0Vd 1N3MAN (a3NInb3N dU VNNIINV SdD 'a3NN11 aIIOS 19 ISM MD9 DMV Z# 11V 'b 'NOIIVIIVISN13aISN1 31OdONOW NO V/N 'NIMO1 NO U AN3A3 03NInb3N MV SNVB aNnou 31aom '£ 'NVId DN10NAM 311S 33S 'S11V13a (INV SNO11D3NNOD DMINno NO3 'Z 'NV8 Won Ol ON10NnOND VNNIINV aNOB ' L :S31ON 3NIla33d / L 119VD IIN ONO XVOD NDVN U111n (9DIJ) (03NN11) M CINnONO N3MO1 MOddnS ID(INO IDI NMd SNO1V1nSNl H11M_ NIMOl01AlMIG a31108 a31V1nSN19# 3N110331 / L 318VD 11A aND XVOJ 3DN33 DNIN Mnon N3MO1 (a3NInb3N dl) (I RON 33S) 3N11a333 / L (a3NNII) SNO1V1nSNl ON 119VD 11N SNV8 Won N3MO1 O1 A nmia 031109 0ND XVOD 31aaIW ISM MD9 VNNIINV OMV Z# (a3NNll) NV9 aNnon a31V1nSNl (a3dlnb3d SV)dO1 3NI1a333/ L DMV 9# (IND XVOD 119VD IIN SNOIV1nSNl N3MO101A11D3d1a 031108 -i GROUNDING NOTES: 1. INSTALL GROUND RING 2 FEET MIN. OUTSIDE OF EQUIPMENT PAD FOUNDATION AND 30 INCHES BELOW GRADE. GROUND RING CONSISTS OF #2 AWG SOLID BARE TINNED COPPER. LESSEE REPRESENTATIVE TO INSPECT GROUNDING BEFORE BACKFILLING. 2. INSTALL GROUND RING BEFORE PAD IS SET. 3. GROUND EACH CABINET FRAME WITH #2 AWG SOLID TINNED COPPER WITH 2 HOLE LUG, 2 PER CABINET. 4. CADWELD ALL CONNECTIONS TO BURIED GROUND RING WITH PARALLEL WELDS. EXCEPTION: USE TEE WELDS FOR CONNECTIONS TO GROUND RODS. 5. GROUND ALL EXTERIOR EXPOSED METAL OBJECTS. USE TWO HOLE MECHANICAL CONNECTORS (T & B 32007) FOR CONNECTION TO FLAT METAL SURFACES. PROVIDE STAINLESS STEEL HARDWARE AND LOCKWASHERS ON ALL MECHANICAL CONNECTIONS. APPLY ANTI -OXIDE COMPOUND TO CONNECTIONS. 6. MAKE ALL GROUNDING CONNECTIONS AS SHORT AS POSSIBLE. MINIMUM BENDING RADIUS IS 12". 7. CLEAN ALL SURFACES AND BRUSH WITH BRONZE BRUSH PRIOR TO MAKING GROUND CONNECTIONS. PAINT ALL EXOTHERMIC WELDS TO GALVANIZED OBJECTS WITH GALVANIZED PAINT. 8. PROVIDE TWO #2 AWG SOLID TINNED COATED COPPER CONDUCTORS FROM THE TOWER BUS BAR TO THE BURIED GROUND RING. USE TWO HOLE LUG AT GROUND BAR, CADWELD TO GROUND RING. 9. INSTALL 5/8" x 8' COPPER CLAD GROUND RODS IN LOCATIONS SHOWN ON GROUNDI PLAN (10'-0" MIN. SPACING). 10. TIE EQUIPMENT GROUND RING INTO TOWER GROUND RING (2 LEADS TYP.) PAINT LIDS RED AT TOWER RING CONNECTION. CONSTRUCTION NOTES: A. GROUND ALL EXTERIOR EXPOSED METAL OBJECTS. USE TWO HOLE MECHANICAL CONNECTORS (T & B 32007) FOR CONNECTION TO FLAT METAL SURFACES. PROVIDE STAINLESS STEEL HARDWARE AND LOCKWASHERS ON ALL MECHANICAL CONNECTIONS. APPLY ANTI -OXIDE COMPOUND TO CONNECTIONS. B. ALL EXTERIOR GROUND BARS MUST BE TINNED. C. ALL EXTERIOR SUPPORT STRUCTURES MUST BE CADWELDED. D. ALL ICE BRIDGE SECTIONS TO BE JUMPERED W/ #6 STRANDED. GROUNDING LEGEND: #2 AWG SOLID TINNED COPPER GROUND CABLE RUN 30" BELOW GRADE #2 AWG SOLID TINNED COPPER GROUND CABLE RUN ABOVE GRADE 8'X 5/8" DIAMETER COPPER CLAD, STEEL GROUND ROD. PARALLEL CADWELD GROUND ROD WITH INSPECTION SLEEVE CHEMICAL GROUND ROD 0 10' 20' CONSTRUCTION ISSUE DNS cm B 0�-18-05 PFElUNARY ISSUE DNS CID A 02-18-05 PRELIMINARY ISSUE 1"=10' No. DATE RECORD OF ISSUE PROPOSED PAD MOUNTED TRANSFORMER REFERENCE NOTES: 42 - FENCE GROUNDING. SEE DETAIL SHEET E4. 48 - INSPECTION SLEEVE DETAIL. SEE DETAIL SHEET E5. 49 - GROUND ROD DETAIL. SEE DETAIL SHEET E5. 60 - GROUNDING SYSTEM SINGLE LINE DIAGRAM. SEE DETAIL SHEET E9. I PROPOSED 40' X 40' VERIZON LEASE AREA PROPOSED 8' GRAVEL DRIVE PROPOSED 15' ACCESS EASEMENT PROPOSED BOLLARD r )POSED SWING 'E � X C x X X n x PROPOSED CABINETS 42 E4 49 E5 -X I X x x I � I I 30" BELOW fi0 x GRADE E9 I x 1 E5 ' E5 x 1 0.0 x II I L I I o o 7 I o a L TA I � � X � X X � X i TELECAD WMESS SITE DESIGN 2005 1 05-29-05 CONSTRUCTION ISSUE 7C—M 0 05-03-05 CONSTRUCTION ISSUE DNS cm B 0�-18-05 PFElUNARY ISSUE DNS CID A 02-18-05 PRELIMINARY ISSUE ows cTo No. DATE RECORD OF ISSUE TTY rLr LESSEE 1 SITE#:165797B I PLEASANT -VALLEY -AR SITE GROUNDING PLAN �(r�nlll x TeleCAD WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 PH: 423-634-2525 FAX: 423-843-9509 x edpI +. ■ oo �y X41 x �•,� Nq 1 p7�°',•' +++++++awww+Nw NOT VALID UNLESS SIGNED & DATED PROPOSED 90' FLAG POLE MONOPOLE - ARKANSAS TEMPORARY PERMIT NUMBER 200513 ISSU $� FOR THE YEAR 2= Tur+s DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: JCS SHEET NUMBER: E2 ELECTRICAL NOTES: 1. PROVIDE AND INSTALL WARNING TAPE FOR ELECTRIC SERVICE CONDUIT 12" BELOW GRADE. SEE CONDUIT SECTION ON SHEET E4. 2. CONTRACTOR TO PAY FOR THE SERVICE AS DIRECTED BY THE UTILITY COMPANY. 3. CONTRACTOR TO USE RIGID METAL SCHEDULE 40 CONDUITS WHERE CONDUITS CROSS ACCESS ROADS. 4. CONTRACTOR SHALL COORDINATE WITH ELECTRIC AND TELEPHONE UTILITY COMPANIES FOR SERVICES. 5. CONTRACTOR TO PAY ALL FEES FOR SERVICES REQUIRED. 6. CONTRACTOR TO BE ADVISED THAT EXISTING UNDERGROUND CONDUITS, GROUND CABLES EXIST. DIG WITH CAUTION. 7. CONTRACTOR TO VERIFY POWER AND TELCO LB LOCATIONS AND FLEX CONDUIT SIZE AND ROUTING TO THE EQUIPMENT SHELTER WITH MANUFACTURER'S DRAWINGS. PROPOSED PULL BOX PROPOSED ---- 3" 3" PVC POWER CONDUIT SEE UTILITY NOTE 5. 0 40' 80' 120' 1"=40' REFERENCE NOTES: 39 - TRENCH DETAIL (PRIMARY POWER.) SEE DETAIL SHEET E4. UTILITY NOTE: 1. ALL POWER CONDUITS ABOVE GRADE TO BE RIGID GALVANIZED STEEL CONDUIT. 2. INSTALL PULL STRING IN TELCO CONDUIT. 3. CONTRACTOR OR THEIR SUB -CONTRACTOR SHALL PROVIDE PULL BOXES FOR POWER AND TELCO CONDUIT RUNS AS REQUIRED BY ELECTRICAL LEGEND: TELEPHONE PEDESTAL l] OVERHEAD TELEPHONE OHT UNDERGROUND TELEPHONE IGT OVERHEAD POWER OHP UNDERGROUND POWER UGP LOCAL, STATE, OR NATIONAL ELECTRICAL CODE, CURRENT VERSION. 4. CONTRACTOR TO SUPPLY AND INSTALL CAT 5, 2 - 12 PAIR, 24 GA SHIELDED, GEL FILLED DIRECT BURY CABLE W/ PULL STRING. 5. ENTERGYTO RUN 3" PVC CONDUIT INSIDE UTILITY EASEMENT FROM PROPOSED PULL BOX AT VALLEY CLUB CIRCLE TO PAD MOUNTED TRANSFORMER OUTSIDE OF PROPOSED FENCED COMPOUND. CONTRACTOR TO RUN 2" PVC CONDUIT WITH PULL STRING FROM METER TO APPROX. 4" FROM THE PROPOSED TRANSFORMER. 6. CONTRACTOR TO TRENCH 2" PVC CONDUIT WITH PULL STRING FROM HOFFMAN BOX TO EDGE OF VALLEY CLUB CIRCLE. STUB CONDUIT OUT OF GROUND, SBC WILL MEET AT THIS POINT. nnnnnclrn 0 PROPOSED 40' X 40' VERIZON LEASE AREA EXISTING GOLF CART PATH 20M 11 1 05-29-05 1 CDISIRUCDON ISSUE I "gym I 0 1 0543-05 1 CONSIRUCIION ISSUE ;7�'-CM B 04-18-05 PREl9AN WY ISSUE DWSCTD A 02-18-05 PRElA1NW ISSUE DWS CTO NO. DATE RECORD OF ISSUE w ntv LE'SSE'E' SITE#:165797B I PLEASANT -VALLEY -AR ELECTRICAL SITE PLAN TeIeCAD WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 PH: 423-634-2525 FAX: 423-843-9509 NOT VAUD UNLESS SIGNED k DATED ARKANSAS TEMPORARY PERMIT NUMBER 200513 ISSUED 03_29 FOR THE YEAR 2005. G1N�H0LOER� A -'"r � I DRAWN BY: DWS PROPOSED 90' FLAG POLE MONOPOLE CHECKED BY: CTD PROJECT MGR: JCS SHEET NUMBER: E1A REFERENCE NOTES: 35 - GPS MOUNTING DETAIL. SEE DETAIL SHEET E6. 39 - TRENCH DETAIL (PRIMARY POWER.) SEE DETAIL SHEET E4. PROPOSED 40 - TRENCH DETAIL. SEE DETAIL SHEET E4. -PAD MOUNTED 50 - UTILITY CENTER DETAIL. SEE DETAIL SHEET E7. TRANSFORMER 51 - POWER & TELCO SINGLE LINE DIAGRAM. SEE DETAIL SHEET E8. ` I UTILITY NOTE: 1. ALL POWER CONDUITS ABOVE GRADE TO BE RIGID GALVANIZED STEEL CONDUIT. 2. INSTALL PULL STRING IN TELCO CONDUIT. 3. CONTRACTOR OR THEIR SUB -CONTRACTOR SHALL PROVIDE PULL BOXES FOR POWER AND TELCO CONDUIT RUNS AS REQUIRED BY LOCAL, STATE, OR NATIONAL ELECTRICAL CODE, CURRENT VERSION. ELECTRICAL LEGEND: TELEPHONE PEDESTALT❑ OVERHEAD TELEPHONE off UNDERGROUND TELEPHONE ucr OVERHEAD POWER OHP UNDERGROUND POWER uGP 0 1 05-29-05 CONSTRUCTION ISSUE ELECTRICAL NOTES: GST 1. PROVIDE AND INSTALL WARNING TAPE FOR ELECTRIC SERVICE A 02-18-M PREL9HNARY ISSUE CONDUIT 12" BELOW GRADE. SEE CONDUIT SECTION ON SHEET E4. 2. CONTRACTOR TO PAY FOR THE SERVICE AS DIRECTED BY THE UTILITY COMPANY. 3. CONTRACTOR TO USE RIGID METAL SCHEDULE 40 CONDUITS WHERE c� CONDUITS CROSS ACCESS ROADS. 1"=5' 4. CONTRACTOR SHALL COORDINATE WITH ELECTRIC AND TELEPHONE UTILITY COMPANIES FOR SERVICES. SEE SHEET E1A 5. CONTRACTOR TO PAY ALL FEES FOR SERVICES REQUIRED. FOR ROUTING 6. CONTRACTOR TO BE ADVISED THAT EXISTING UNDERGROUND CONDUITS, GROUND CABLES EXIST. DIG WITH CAUTION. 39 7. CONTRACTOR TO VERIFY POWER AND TELCO LB LOCATIONS AND E4 6 FLEX CONDUIT SIZE AND ROUTING TO THE EQUIPMENT SHELTER WITH MANUFACTURER'S DRAWINGS. 51 40 E8 E4 REFERENCE NOTES: 35 - GPS MOUNTING DETAIL. SEE DETAIL SHEET E6. 39 - TRENCH DETAIL (PRIMARY POWER.) SEE DETAIL SHEET E4. PROPOSED 40 - TRENCH DETAIL. SEE DETAIL SHEET E4. -PAD MOUNTED 50 - UTILITY CENTER DETAIL. SEE DETAIL SHEET E7. TRANSFORMER 51 - POWER & TELCO SINGLE LINE DIAGRAM. SEE DETAIL SHEET E8. ` I UTILITY NOTE: 1. ALL POWER CONDUITS ABOVE GRADE TO BE RIGID GALVANIZED STEEL CONDUIT. 2. INSTALL PULL STRING IN TELCO CONDUIT. 3. CONTRACTOR OR THEIR SUB -CONTRACTOR SHALL PROVIDE PULL BOXES FOR POWER AND TELCO CONDUIT RUNS AS REQUIRED BY LOCAL, STATE, OR NATIONAL ELECTRICAL CODE, CURRENT VERSION. ELECTRICAL LEGEND: TELEPHONE PEDESTALT❑ OVERHEAD TELEPHONE off UNDERGROUND TELEPHONE ucr OVERHEAD POWER OHP UNDERGROUND POWER uGP 0 1 05-29-05 CONSTRUCTION ISSUE 5' 10' 15' A 02-18-M PREL9HNARY ISSUE NO. DATE RECORD OF ISSUE 1"=5' PROPOSED 40'X 40' VERIZON LEASE AREA l 1 2" PVC TELCO CONDUIT PROPOSED 8' GRAVEL DRIVE \X PROPOSED \�_\��EASEMENT 15 ACCESS TEEM WIRELESS SffE DESIGN PROPOSED FLOOD LIGHT I X ____ 2" PVC X � POWER CONDUIT 2" PVC - POWER CONDUIT I•< OR x PROPOSED CABINETS --- r - I I I x II I � I I L I I x LI � I L J 3/4" RGS POWER CONDUIT. ___� X' SEE UTILITY NOTE 3. 13 PROPOSED UTILITY50 CENTER E7 -1" PVC POWER CONDUIT -2" PVC TELCO/ ALARM CONDUIT 1" PVC TVSS ALARM CONDUIT � x x X X PROPOSED 90' X FLAG POLE _ X MONOPOLE LESSEE 20D5 SITE#: 165797B PLEASANT -VALLEY -AR ELECTRICAL SITE PLAN er'_' 11 TeleCAD WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 PH: 423-634-2525 FAX: 423-843-9509 of 0 ■.t; +,TSN.,••'`,, NOT VALID UNI.ESS SIGNED & DATED ARKANSAS TEMPORARY PERMIT NUMBER 200513 ISSUED 03-29 FOR THE YEAR = T�LDERe_ - �L DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: JCS SHEET NUMBER: E1 1 05-29-05 CONSTRUCTION ISSUE 0 05--03-M CONSTRUCTION ISSUE B 04-18-M PRELAIINARY ISSUE A 02-18-M PREL9HNARY ISSUE NO. DATE RECORD OF ISSUE PROPOSED FLOOD LIGHT I X ____ 2" PVC X � POWER CONDUIT 2" PVC - POWER CONDUIT I•< OR x PROPOSED CABINETS --- r - I I I x II I � I I L I I x LI � I L J 3/4" RGS POWER CONDUIT. ___� X' SEE UTILITY NOTE 3. 13 PROPOSED UTILITY50 CENTER E7 -1" PVC POWER CONDUIT -2" PVC TELCO/ ALARM CONDUIT 1" PVC TVSS ALARM CONDUIT � x x X X PROPOSED 90' X FLAG POLE _ X MONOPOLE LESSEE 20D5 SITE#: 165797B PLEASANT -VALLEY -AR ELECTRICAL SITE PLAN er'_' 11 TeleCAD WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 PH: 423-634-2525 FAX: 423-843-9509 of 0 ■.t; +,TSN.,••'`,, NOT VALID UNI.ESS SIGNED & DATED ARKANSAS TEMPORARY PERMIT NUMBER 200513 ISSUED 03-29 FOR THE YEAR = T�LDERe_ - �L DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: JCS SHEET NUMBER: E1 4-3/4" O A.B.'S t/WF COLUMN= C/BASE PL=C/PIER = (FOOTING (14" EMBER + 4" HOOK) TOP 5" THREADED & PROJECTED W/NUT & WASHER ABOVE & LEVELING NUT BELOW CONCRETE BASE PLATE. 12 Typ. ! KNEE WALL 1/471 J o C/WF COLUMN 6 L - _ t BASE PL Y - q PIER 14 1 i =q FOOTING COLD ' JOINT 3/4" X 12" X 12" TYP. BASE PLATE 311 11-011 3" SQUARE PL 111-611 SQUARE CONCRETE PIER BASE PLATE DETAIL 64 5R1 /PIER = CFOOTING CONCRETE KNEE WALL. SEE DETAIL62 ON SHEET SR1 FOR REINFORCING f #3 TIES CONSTRUCTION ISSUE CONCRETE KNEE WALL J CONSTRUCTION ISSUE 8 04-18-05 0 O O 02-18-05 PRELIMINARY ISSUE Lu Lu W NO. zY74• RECORD OF ISSUE COLD O O JOINT • TYP. ANCHOR BOLTS TYP. 946 DOWELS 3/4" CHAMFER 2" TYP. @ CLR 1 -611 EXPOSED TYP. CORNERS SQUARE CONCRETE PIER CONCRETE PIER DETAIL 6 SR1 C/PIER = UFOOTING A AETA 1 I'll F31 A Il- T!l MEW VALESS SITE DESIGN 2005 1 1 05-29-05 1 CONSTRUCTION ISSUE 0 05-03-05 CONSTRUCTION ISSUE 8 04-18-05 PRELIMINARY ISSUE (STING. A 02-18-05 PRELIMINARY ISSUE LTI NO. DATE RECORD OF ISSUE IVAIIIA1IN LE'SSE'E' SITE#: 165797B PLEASANT VALLEY AR SITE DETAILS TeleCAD WIRELESS SITE DESIGN, INC J 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 PH: 423-634-2525 FAX: 423-843-9509 LONG ZIZ.) �y (P. -TED /2110 GIRT CONNECTION DETAIL 6s S R1 w i. Lf_j r NOT VALID UNLESS SIGNED R DATED ARKANSAS TEMPORARY PERM(T NUMBER 200513 15 M 03-2g FOR THE YEAR t*�44;Z+ A�'az - DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: JCS SHEET NUMBER: SR2 TYP. @ WALL FRAMING C ITC nl A A I OUTSIDE FACE OF — CONCRETE KNEE WALL 7-1/2" 9" METAL PANEL TO MATCH EXISTING ATTACHED W/ HILTI ENP2-21 LI5 SCREWS OR SIMILAR. 2" CLR. 9 - #6 DOWELS o � U M CL/ WF COLUMN /BASE CL/ PIER= CL /FOOTING W6 X 15 COLUMN BASE PLATE SEE 64 DETAIL 64 5122 I I GROUT 3/4" CHAMFER ALL CORNERS (TYP.) #3 TIES @ 3" O.C. FOR TOP 1'-0". REMAINDER @ 6" O.C. ■ I J U M 5'•6° SQUARE FOUNDATION SECTION 61 NTS V-01 KNEE WALL n, CLR of M NISHED GRADE 1'-6" x 1'-6" CONCRETE 63 PIER. SEE DETAIL 63 5R2 #6 BARS @ 12" 0. C. MAX BOTH WAYS TOP & BOTTOM 3" CLR. - 3/4" CHAMFER ALL CORNERS (TYP.) #4 DOWELS FRONT & BACK @ 12" O.C. r --FINISHED GRADE #4 BARS @ 12" O.C. MAX BOTH WAYS KNEE WALL SECTION sz NITS -- 3" CLR. 3'-011 (TYP_) M ` CONT. 7ELM WIRELESS SIZE DEM 2005 1 1 05-29-05 CONSIR MON ISSUE """� TYP. @ 61 CONSTRUCTION ISSUE DWS CID 8 04-18-05 PREUMK46RY ISSUE COLUMN BASE SRI PRELNKW ISSUE DYIS� NO. DATE COLUMN By rl,ic FOOTING H I H H I H I { KNEE WALL FOUNDATION (TYP.) TYP. @ (1 ILS H j KNEE I H I � WL � SII I 67 I SRI I I I H I I H I 10'-0" 111 MAX. C ITC nl A A I OUTSIDE FACE OF — CONCRETE KNEE WALL 7-1/2" 9" METAL PANEL TO MATCH EXISTING ATTACHED W/ HILTI ENP2-21 LI5 SCREWS OR SIMILAR. 2" CLR. 9 - #6 DOWELS o � U M CL/ WF COLUMN /BASE CL/ PIER= CL /FOOTING W6 X 15 COLUMN BASE PLATE SEE 64 DETAIL 64 5122 I I GROUT 3/4" CHAMFER ALL CORNERS (TYP.) #3 TIES @ 3" O.C. FOR TOP 1'-0". REMAINDER @ 6" O.C. ■ I J U M 5'•6° SQUARE FOUNDATION SECTION 61 NTS V-01 KNEE WALL n, CLR of M NISHED GRADE 1'-6" x 1'-6" CONCRETE 63 PIER. SEE DETAIL 63 5R2 #6 BARS @ 12" 0. C. MAX BOTH WAYS TOP & BOTTOM 3" CLR. - 3/4" CHAMFER ALL CORNERS (TYP.) #4 DOWELS FRONT & BACK @ 12" O.C. r --FINISHED GRADE #4 BARS @ 12" O.C. MAX BOTH WAYS KNEE WALL SECTION sz NITS -- 3" CLR. 3'-011 (TYP_) M ` CONT. 7ELM WIRELESS SIZE DEM 2005 1 1 05-29-05 CONSIR MON ISSUE """� 0 05-03-05 CONSTRUCTION ISSUE DWS CID 8 04-18-05 PREUMK46RY ISSUE A 02-18-05 PRELNKW ISSUE DYIS� NO. DATE FEM OF ISSUE By rl,ic LE'SSE'E' SITE#: 165797B PLEASANT-VALLEY—AR SITE DETAILS eI' lRl TeleCAD WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 PH: 423-634-2525 FAX: 423-843-9509 u A U1; #40f& oloaslis NOT VAUD UNLESS SIGNED & DATED ARKANSAS TEMPORARY PERMIT NUMBER 200513 ISSUED 03-29 FOR THE YEAR 2M SIGMTURE X > DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: JCS SHEET NUMBER: SR1 UKIVLN 5 MIN. 2" x NG - 6" X 12" MIN. 14 GA. C (SEE NOTES) FED FABRIC TOE -IN NOTES: 1. FILTER FABRIC - MIRAFI 100X, STABILENKA T-80, SUPAC 4 1/2 NP, OR APPROVED EQUAL. 2. MAXIMUM POST SPACING = 10'. 3. SECURELY FASTEN WIRE & FABRIC TO STAKES WITH WIRE TIES OR STAPLES. SILT FENCE DETAIL �s NTS C4 2"- CRUSHER RUN ROLLED / COMPA, 3" - #10 (2A) LIMESTONE ROLLED / COMPACTED 1. ALL SEDIMENT CONTROL STRUCTURES SHALL BE INSTALLED PRIOR TO ANY GRADING AND ARE TO BE MAINTAINED IN PLACE THROUGHOUT THE COURSE OF CONSTRUCTION. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE PROVIDED ON ALL GRADED AND OR DISTURBED AREAS UNTIL SUCH AREAS HAVE BEEN STABILIZED WITH VEGETATIVE COVER. 2. CONTRACTOR SHALL OBTAIN APPLICABLE EROSION AND SEDIMENT CONTROL PERMIT(S) AND COMPLY WITH ALL LOCAL AND STATE LAWS. SEDIMENT SHALL NOT BE ALLOWED TO WASH INTO STORM DRAINS OR ONTO ADJACENT PROPERTIES. CONTRACTOR IS RESPONSIBLE FOR REPAIR AND/OR CLEANUP OF ANY AND ALL DAMAGES RESULTING FROM SILTATION FROM THE CONSTRUCTION SITE. 3. SEDIMENT AND EROSION CONTROL MEASURES SHOWN ON THE DRAWINGS ARE CONSIDERED MINIMUM. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING CONTROLAS NECESSARYTO PREVENT EROSION RUNOFF. ADDITIONAL EROSION CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON-SITE INSPECTION. 4. IF FINES OR PENALTIES ARE LEVIED AGAINST THE PROPERTY OR PROPERTY OWNER BECAUSE OF LACK OF EROSION AND/OR SEDIMENTATION CONTROL, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYMENT OF SUCH FINES OR PENALTIES OR THE COSTS OF ANY FINES OR PENALTIES SHALL BE DEDUCTED FROM THE CONTRACT AMOUNT. EROSION CONTROL NOTES NTS MIRAFI 60 MIL WEED CLOTH CHAIN LINK FENCE 1'-0" APRON AROUND COMPOUND (FYP.) EXISTING GRADE COMPOUND SURFACING 14 NTS C3 SUBGRADE 4" OF CRUSHER RUN SEE NOTE 3 SHEET C4 FOR COMPACTION DETAILS qQ 4%* 64A466a ,74" 4A4 46Q n46 84 dp44 ada d6 nne do 84466 44nd 48644d �e 8A8 COMPACTED SUBGRADE WIDTH VARIES - SEE PLANS *SLOPE IN DIRECTION OF NATURAL FLOW - SEE PLAN GRAVEL ACCESS ROAD zs NTS C4 TELECAD WMM SITE DESIGN 2OD5 1 1 05-29-05 CONSTRUCTION ISSUE 0 05-03-06 COTTISRiUCTION ISSUE B 04-18-05 PRE1J19NARtt ISSUE A 02-18-05 PREUMINARYSUED NO. DATE RECORD OF ISSUE Of r LESSEE ySITE#:165797B PLEASANT—VALLEY—AR SITE DETAILS TeleCAD WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD HIXSON, TN 37343 PH: 423-634-2525 FAX: 423-843-9509 .``"ysalkeI*Tare+�.,+ C. -A C 10[7 Tit tags00 NOT VALID UNLESS SKYIE7) R DATED ARKANSAS TEMPORARY PERMIT NUMBER 200513 ISSUED 03-29 FOR THE YEAR 2= jwD - 0--* DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: JCS SHEET NUMBER: C7 22'-0" 3/4" CHAMFER TYP 2" CLEAR COVER 3" CLEAR COVER 4,000 PSI CONCRETE W/FIBER MESH COMPACTED - SOIL "MD" FIBERS AT 1 1/2 LBS PER CY SLAB DETAIL NTS 8'-6" 114 1'-6" MAX V-6" MAX 3" 4" MIN. "e ''e d' a a" 'a a e d •b a } o }j a FINISHED Q a - GRADE 4 x 8'-0" @ 18" MAX COMPACTED SOIL 14-#4 x 21'-6" TOP &BOTTOM (6 TOP & 6 BOTTOM) (15 TOP & 15 BOTTOM) SLAB EDGE DETAIL 10 NTS C3 NOTE: 1. BOLSTER BOTTOM REINFORCE BARS WITH CONCRETE BRICKS TO ACHEIVE 3" COVER. TETECAD WMESS SITE DESIGN 2005 1 1 05-29-05 CONSRIUCn0N ISSUE 7" CM 0 05-03-05 =ISIRUCIM ISSUE DWS CTO B 04-18-M PRELIMINARY ISSUED A 02-18-05 PRELIMINARY ISSUE NO. DATE RECORD OF ISSUE sr . k LE'SSE'E SITE#: 165797B GENERAL NOTES - CONCRETE PLEASANT -VALLEY -AR 1. UNLESS OTHERWISE NOTED, ALL CONCRETE SHALL DEVELOP A MINIMUM SITE COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS FOR FOUNDATIONS AND FOR SLABS AND CONDUIT ENCASEMENT. TESTING ON FOUNDATION ONLY. DETAILS 2. UNLESS OTHERWISE NOTED, ALL REINFORCING STEEL SHALL BE NEW BILLET STEEL, CONFORMING TO ASTM A-615, GRADE 60, DEFORMED. 3. UNLESS OTHERWISE NOTED, ALL DETAILING, FABRICATION AND PLACING OF TeleCAD REINFORCING STEEL SHALL CONFORM TO THE MANUAL OF STANDARD U PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES. (A.C.I. 315). WIRELESS SITE DESIGN, INC 4. ALL BAR SPLICES SHALL BE CLASS "B" TENSION SPLICES, UNLESS OTHERWISE SHOWN. 6953 MIDDLE VALLEY ROAD 5. CHAMFER ALL EXPOSED EXTERNAL CORNERS OF CONCRETE WITH 3/4" X 45 HIXSON, TN 37343 DEGREES CHAMFER, UNLESS OTHERWISE NOTED. PH: 423-634-2525 FAX: 423-843-9509 6. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING, PROTECTING, AND RELOCATING AS REQUIRED ALL SERVICE AND UTILITY LINES IN VICINITY OF THE WORK SITE. ALL EXCAVATIONS NEAR THESE LINES TO BE CARRIED OUT WITH EXTREME CAUTION. 7. THE CONCRETE PAD MUST BE LEVEL. THE TOP SURFACE MUST BE FLAT WITHIN ± 1/4 INCH TOTAL VARIATION. 8. THE CONCRETE PAD MUST BE ABLE TO ALLOW DRILLING OF UP TO 100-MM�►��`"""""'�■$ ANCHOR HOLES TO SECURE THE CABINETS TO THE PAD. .� \,x 14 ti 'salvo NOT VAUD UNLESS SIGNED h DATED ARKANSAS TEMPORARY PERMIT NUMBER 200513 ISSUED 03_29 FOR THE �YEAR 2005. GNA1uRE HO€DER� - 1"""" DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: JCS SHEET NUMBER: C5 Pag PROP = I6' INORb43/L'OAH:43 A O'�7ii'Cf" JlASS3fiTiT- GATE - CONCRETE COLS CART PATH RUNS UNDER VALLEY CLUB CIRCLE CABLE FL 4' PLASTIC: FL 16" RCP: CONCRETE f L �'q GOLF�CPRTa PATH T 2" TREE CB FL 16" RCP: 4.54.69' CATS / CASPHALT PARWO r 7 I W METAL VINCE WIDE CONCRETE V ' I MPG= 40' x 40' LWI AAiA AND mgmu8 - k U2YLE27 FA9liTISHT - LOT 1 CURVE r , yr ARC LENGTH CHORD L£FlOTH / r N77c7�'85•a�. r r LOT 1 CURVE RAMUS ARC LENGTH CHORD L£FlOTH CNDRIl BEARING Cl 25,60' 92.73' 4' N E2 07. 4 C2 29.60' f0.1f' l6 4' N 80'491041 W C3 -99m, 65.70' 61.137' N 3813 '3B• k C4 4aXW 23.57' 2323' N 16'09'09• E CS 46.00' 88.94' 2&36' H L2.19'S2' E LAT 1, MOCK 14-A PLEASANT VALLEY ADDITION 43L-029-ao- 45.02 WILLIAMS, THOMAS & HELEN C. D.B. 96, PG. 58087 LOT 2, BLOCK 14-A PLEASANT VALLEY ADDITION 43L-028-00-345-03 MASON, JAWS I. & MASON, SCOTT H. O -B. 06, PC. 47113 HARDWOOD 20' PINE r 24" PINE _\ BLEVA1401T _ 463,9a' / r PARENT TRACT \ \ r PL&A9ANT VAUTRACEY COUNTRY CLUB \ \ PLAT BOOK 22, PAGE 96 o'?" . x-10` UTILITY qw , EASEME g6• BLOCCK 6 PLEASANT VALL SUBDIVISION P.B. 20. PC. C PLEASANT VALLEY AR #165797A SECT. 29, T -2-N, R -13-W PULASKI COUNTY, ARKANSAS \ AS 5 OWN OEASEMEN \ \ P.e. 22, PC. 96 i Jf p0 ti` G� �1�♦ 1.47' 5 - O 5/9' OIPPEO N161R SE,• ® - mm A4:7FR (SIFIV h • - 5/8' REBAR FMW ® - 644 WLIAE O - SEr PK NAK I z * - TOOGRARY SEWN AWRX ® - 644 A'P1ER POB - POW apr HfL'A(FOI� A7 - FARE NNMW POC POW POW OF cawm"VLa7FF 4D - SPIEFRBAA POB - PLNM OF OcAlO I + - CALCULATED POINT M A0R V4VW Barb MW (R) - REWRDIED WFLY M MN NOT -w --my — --sEraw ---------------Y` - JAIDERORWNO MUM �d -------------- - — • — • -.p--• • — •-oP— - 0VUM(O POMR 0 100' 200' 300' SCALE: 1 • - 100' �ti • 469 4G8 . ` 466 465 - BCART PATH 1 `.y C,ATE A l.I: rl � '• R .. R FENCE 10" HARDWO"CCJJ�� BAMBOO 0 R R --- ,097. _v FL B' PLASTIC: 456.17' 16" HAROWOCO Lars�'e+o 8 - Pam Bax - O 5/9' OIPPEO N161R SE,• ® - mm A4:7FR (SIFIV 07 - naEllm" palu L • - 5/8' REBAR FMW ® - 644 WLIAE O - SEr PK NAK ® - mm WLW * - TOOGRARY SEWN AWRX ® - 644 A'P1ER POB - POW apr HfL'A(FOI� A7 - FARE NNMW POC POW POW OF cawm"VLa7FF 4D - SPIEFRBAA POB - PLNM OF OcAlO ® - OR1TE NRBT + - CALCULATED POINT M A0R V4VW Barb MW (R) - REWRDIED WFLY M MN NOT -w --my — --sEraw ---------------Y` - JAIDERORWNO MUM avm wr am SMRN SEMP -------------- - — • — • -.p--• • — •-oP— - 0VUM(O POMR '•� ••.. TOP INLET: 461.56' FL 6' PLASTIC: 460.32' POOl , aROPMnjaPee Amw-t �s � U7'DJ77 lSA2 awirl, _ � 4� \ ■� 16" HA4tDW00D \2Q HARDWOOD \ \ UiDWCOD - Ls L2 \ PINE \ 20' t71WTY 9a 46p � - L4 C8Y4Tk10 OF PRDA03t!? E+p1Im IAT- 36;d'44.774" NQICItI WNC:UD'84E4S'.A0'17'140T;ASST 488 4S* iBO.If' �'FL 4• PLASTIC: 4,68.14' 22• PINE 1 0, 6" FWRDWOOD LIRASN AREA X 40' 0,04 ACPM& LEASE AREA DETAIL SCALE 1" = 20' K PARENT TRACT (SUPPLIED BY CLIENT) Tract 1, Pfoosont Valley Country Club, IJitle Rack, Pulaski County, Arkarlave, as shown on plot retarded 1n Piot Book 22. Pape 98, and more particularly described as: Commencing at the Southeast corner of the W1/2 of Section 28, Township 2 North, Range 13 Weet, City of Little Rock, Putaskl County, Arkan"o; thsnca North 00 degrees 37 minutes 30 seconds We9t along the Narth-South centedine of Section 28, and aha along the conterllns of Rodney Porhom Road for o distance of 1,596.78 fast to a pont: thence South 89 499MM 22 minutes 30 seconds Weal clang the South right-of-woy line of Pkiaoont Valley Drive for a distance of 490.0 Teat to the point of beglnning, 9014 point also being the Northeast corner of Block 20, Pfaosant Valley Subdivision, on Addition to the C114 of Little Rock. Arkansas; thence South 89 degrees 22 minutes 3Q ssaonds West for o tiNtgnoa of 200.0 feet to the Northwest comer of sold Black 20; thence South DO degrees 37 minutes 30 aecanda East for a distance of 1604 feet to a palm: !hence South 03 dalimae 49 minutes 3$ seconds East for a valance of 172.58 foot to a polnt; thence South 07 dograve 07 minutes 30 mconcia root for distance of 450.0 feat to v point; then" South 14 degrees 55 «unions 50 soaonds East for a diatom@ of 457.66 feet to a point; than= South 75 degree 57 mtnutee 07 c"onda Feat for a aletanco of 1204 feel to a point In the Waist dght-al-ray line of Volley Club Circle, said point oleo belaq the Southeast eornor of Block M. thence Southwesterly along a curve to the right said curve haKfng on internal angle of 11 degrese 26 minutes 00 seconds, a radlue of 384,26 fact, and a tangent of 36.47 feet for a distance of 16.88 foal to the paint of tangency thereof; thence South 26 digress 2a minutes 53 seconds West for o diatomics of 244.32 feet along the West right-vl-way of Valley Club Circle to the point of curvature of a tuns to the right, sold curve having an Internal angio of 76 dogreas 08 minutes 15 secosda, a radius of 179.93 feet and a 10991, of 140.69 foie!; thence Soulhweeterly and cantinukzg Norihweatoriy clang said curve to the right for a u9etgrroe of 238.79 loot to the point of tongoncy thereof; thence Narita 78 degroas 22 no 52 5R aeaonds Wsat slang the North right-vF-woy line of Valley Gluh Clrcia far o aletance of 444.74 feet 1a Itis point gf eunwkure of a varve to the felt acid curve hmin¢ on kutarnal aryls aT 21 degrees 00 minutes 00 ascends, a rodiue of 978.93 fees, end o sangenl of 181.62 teat; !hence Westerly clang said curve to the lei! for a dtetdnce of 369.15 feet to the paint o! tangency thera4T, thence South 80 degree 37 minutoe 0B sacands West along the Horth right^of-way of Vglb/ Clutl Comate for s dHstanee of 114.31 fest to Hee polo[ of aurrature ei o curve to itis right, said serve heving on internal angle o! 9 degrtu 30 minulsn' a radius of 1,684.98 lse4 vnd a tangent of 16+3.62 fest; lhenc4 Westerly slang said aura to the rlghk ter o d[atarce M 31$.52 feet to kha point of tangency thorm thence Nortfi B9 degrees 52 minutea 52 seconds West along the North fight -or -way line of Valley Chub Chale for a distance of 470.93 feet to the point at curvature of a tuna to the right, sold curve havlog an internal angle of 90 dogmas 00 minutes 00 osoonds, a radius of 185,57 feel, and a tgngent of 195.57 feat; thence Westerly anHi d Northerly clang sold aur" to e right far a distance of 306.94 fast to the point of tongancy thereof: thence North 00 degrees 07 minutia 08 seconds East along the Fast r[ ht -of -,ray line of Valley Ctub arcle for o distance of 49.63 fast to the Southwest comer of Block 6. Pleasant Valley SubdlvIolon: Phonon South 59 degree 52 minutes 52 seconds East for a distance, of 313.53 feet: thence North 73 dagrose, 03 minulee 58 seconds East for a distance of 169.21 foal; thence North 36 degrees 2.2 minutes 12 sxonds East mor a distance of 257.37 feat; thence North 09 degrsas 11 minutia 50 seconds West for o distance of 594.11 feet; thence North 18 degrees 48 minutes 41 aecanda Want far a detant�a of 174.60 fest; thence North 42 degrees 31 minutes 06 xaands West for o distance of 176.20 lest thenad North 53 degrees 39 minutes 49 4eeanda West for o distance of 174.76 feet; thence North 78 degrees 52 minutes $9 seconds West for a distance of M.76 feet: thence South 39 degrees 54 minutes 24 seconds (Vest for o distance of 202.12 feel; thence North 42 degrees 76 minutes 05 seconds Hhet fora dbents M 94.08 foot; insncs North 30 ae rees 32 minutes 29 secunda West for a distance of 134.01 feet; thence North 20 degrees 55 minutes 37 seconds West for v distance of 74.70 fael; thanoe North 00 dogrem 41 rnlnuies 50 amends East for a ddtamo of s01.O9 fasts thence North 70 dagrse 07 minutia 30 seconds West ter o ciletancr of 180.0 fest to the Northwest corner of saki Bleck 6, sold point also being In the Feat right-of-way line of Valley Ctub Circle; these, North 13 degrees 52 minutaa 30 *monde Eaat along the East right -ref -way Ilse of Vasey Club Circle for a dlelame of 6E11.8g feet la the point of curvature of a curve to the right, Haid curve having an Internal angle of 26 degrees, a radkus of +15.74 foal, and a tangent of 95.98 fest; Ihance Norlheoitdrly clang said naive to the right for a dlstand of 148.68 feet to the paint 0 tongsncy thereof; thence North 39 degrees 52 minutes 30 ascends f a the i of curvature of d curve to the left sold curve d' nae 387.21 wt t h ret East !ora �nta of point having an intemal triple of 16 degrees 14 minuloa IO socands, a m flus of 263.73 fest. and a tnngeht of 37.62 feet; thence Nartheoatsriy along said curve to the left fpr a distance of 74.73 feat to the Southwest comer of Lot 1, Black 14, Pleasant Val:sy Addition; thence South 88 dsspprens 21 minul4u 44, seconds Eeat for a distance of 169.84 feat; thence South 80 degrees 36 minutes 28 seconds Eaat for o distance of 124.86 feat; thence South 77 degrees 37 minutes 30 seconds East for 4 dietaries at 560.0 feet; thanco South 81 digress 30 minutes 22 seconds East for a distance, of 169.63 fest; thence North 89 dogrom 08 minutes 32 amends East for a distance oT 172.98 feet; thence North 81 degrees 96 minutes 01 second East for a distance of 277.15 rest; thence South 84 d-nmeo 59 minutes 39 seconds East Tor a distance of 107.50 feet; thanes South 73 degrees 07 minutes 30 eacondo Cont for o distance of 423.57 foot; thenen South 76 degrees 13 minutes, 17 seconds East for a d[ator" of 158.21 favt; thence South 81 degrses $7 minutes 39 ocaonde East for a distance of 353.58 feet to a paint in the West right-ol-way line of Valley Chub Cirolc Ihrnca South 00 dogress 37 minutes 30 ocaonde East ak>nq the West rrpht-rof-way line of Valley Club Circle for a distance of 800.70 feet to the point of hagtnninq. LESS AND EXCEPT THE FOLLOWINOt Lots 1 and 2, Black 20-A. Pleasant Valley Addition, Little Rock, Pulaski County, Arkansas, and being shown on plat recorded as Plat No. B-339. Lots 1 and 2. Block 14-A, Pleasant Valley Addition, Little Rock, Pulaski County, Arkansas, and being shown on plat recorded as Plat No, B-369, All that part of Tract 1 of Pleasant Valley Country Club (recorded In Plat Book 22, Page 961 In the Clty of Little Rock Pulaski County, Arkansan, described os: 9e9oning at the Southeast comer of tot 1. Black 20, Pleasant Volley Addition; thence North 75 degrees 57 minutes: 07 secande Went clang tae South line of said Lot 1, Block 20. Pleasant Valley Addition a rAstancs of 120.0 feat to the Southwest tamer of said Lot 1, Block 20; omenta North 14 degrees 55 minutes 5O somwAv Wont along the West line of sold Lot 1, Mock 20, a distance of 134.69 feet to the Northwest corner of told Lot 1. Bleak 211, thence South 04 degrees 40 minutes )2 seconds Wast 119.35 feet; thence South 06 deproon 00 minulee 50 vmundt East 35.5 foot; thence Smyth E8 degrees 10 minutia 13 seconds Past 157.4 foot to the point of b4g1nn[ng. PROPOSED 40' X 40' LEASE AREA A parcel of land being a portion of Trout 1 of the Pleasant Valley Country Club on shown on plat recorded in Plat Book 22, Pogo 98, lying In SooVon ?0, Township 2 North, Range 13 Wast, Ptdaskt County, Arkansan and being more port-'eularly deeertbod as follows: Commancing at a 5/8' rebar found an the Easterly right -of --way line or Valley C[vb Circle at the Northwest comer of Lot 1. Block 6 of the Pkwsont Valley SubdYtalon as retarded In Plat Book 20, Page 41 in said County; thence run 5 74'05'26' E for s dradindo of 179.52 Poet to a 548" robot found of the Northeast corner of sold Lot 1; thence N 47'06'53" E for a distance of 349.04 feet to a 5/111' copped mbar set (SµW) and the Pain! of Seglnning, thence N 20'35'38" E for a d[etanvo of 40.00 feat to a 5/111" capped robot est (SLAW). thence S 80'13'04" E far a cilatance of 40.00 fact to a 5/B" copped rober act (SMW); thanco S 20'39'39" W for a distance of 40.00 feet to a 5/8 copped mbar sal [$WW)7 thence N 80'13'04" W for a distance of 40.00 feat to the point of Baglnnfing. Said above dencrtbsd parcel conteiae 0.04 aurae, mora ar less. PROPOSED 15' INGRESS/EGRESS AND UTILITY EASEMENT An occurrent losing a portion of Tract 1 of the Pleasant Valley Country Club as shown on plot recorded In Plot Book 22, Page 96, lying In Section 27, Township 2 North, Range 13 West, Pulaski County. Arkansas and being mora particularly described an faJowt: Cursrnencing at a 3/8- robot found on the Easterly right -of -Wily line at Valley dub Cireia at the Northwest corner of Lot I, Block 6 of the Pleasant Valley Subdivision as reaaroed in plat Book 20, Page 41 In sold County; theme run S 74'405'26" E for a distance of 179,62 fest to a 5/8' tabor found at the Northeoat corner of said Lot 1; thence N 47'06'53" E for a distance of 349.04 feet to 0 5/0" capped rebor set (SWW); thanes N 2035'39" E for a distance of 40.00 feat to d 5/8" capped tabor set (SMW); thence S 80'13'04" E for a dlelance of 9.04 foot to the Point of Bogi"Ing of an Ingres/Egreso and Utility Easement balrfR 15 fret [n *Will and y}rg 7,5 feet each aide of the following described centerline; thence N 24'1204" W for a distance of 71.20 feel to a point an an "sting golf cart posh; thence run clang sold golf cart path as follows: thence N 5913'13" W for a distance of $0.52 feet to a point; thence N 25'19'49" W far a diatoms of 41.54 fact to a point; thongs. with in curve turning to the left with a radius of 25.00 foot, an ora length of 32.73 foot and having a chord bearing N 6760'07' W for a chord length of 30.44 fast to a point; ihence 578'39'35" W far o dictoncr of 23.45 fast to a point; thence with a curve burning to the right with d radius of 25,00 teal an arc length of 50.11 feet and having a chard bearing N 5845'04" W for o chard length of 10.04 feet to a point; thence N 7709'4+' W for a m5atancs of 56,78 bast to a point; thence xikh a euros taming 1a the Hght xith a root" of 90.00 Teat, on era hnglh of 55.70 teal and having a chord hearing N 3855'36" W for a chord length of 81.67 Tae! to a paint thence N 0443'33" W for a dtebonca of 79.65 feet to o point; thsnco wiQ+ a curve turning to the right with a radius W 40.00 feat, an era lerogth of 23.97 }sat and havinq o chord hearhlg N 16'Q9'O9" E for d chard length of 23,23 fast to a pointe thence N 33'01'60" W for a dktsnee of 8065 feel la a point; Ihance with a serve taming to the left with a radius of 40.00 feet, on arc length of 28.49 feat and having a chard hearing N 12'15'52' E lot a Chord lahgth of 28.38 feet to a point; thence N OWWOB'W for a distance of 53.54 feet to a paint: thence N 01'22'25` W for a distance of 45.59 feet. roots or leen, to the Easterly tight-af-wvy one of Valley Club Circle and the Paint of Ending. Sold above described easement contains 0.22 of ee, more or fess. SURVEYOR'S NOTES I 19 1. 9oundgry do Topographk Surrey, made on the ground under the supervision of an Arkansas Ruglstared Land Surveyor. Date of field aurvo,y W lortuary 27, 2006. V o, 2. Bearings one lased on Arlcunnaa South State Piano Coordinates NAD V. (6 3. No undsrgraurW uttoties, underground encroeohmante or building faundatlons were f, measured or located at a part of thio survey, unless otherwise shown. Tres and shrubs ) sot located, unions dl"mise shown. LV 4. Benchmark used IB a concrete monument and brass disc. NAVD 88 Datum alth an established elevollon of 665 feel. (172.3 meters). PID AE3005. Onsite benchmark is as Q shown hereon. Elmolione shown oro In feet and refor to RAW 88.Q 5. This tulvey was conducted for the purpose of a Boundary de Topogrophic Survey only, �K and [a not intended to delineate the raqulolory jur[scilction of any federal. atate. regional of h3 local 49oncy, board, commmebon or other similar anllty. vj 6. Attention Is directed to the fad that this survey may have been reduced or enlarged In l� stile due to re roduollorl. This should be token Into coneldarall" when obtaining ecglsd data. 41 P i► 7. This Survey was aonduated without the benefit of on Abstract Title soareh. f`! ! W 8. Surveyor hereby states the linguistic Coordinates and the slamYcn shorn for the �V LAJ :z proposed centerline of the taxer dna accumte to within +/- 15 feat harsmntally and to Q J;UI within +/- 3 feat vertically (FAA Accuracy Dods IA). 2 9. Surrey shown htroan conforms to the MiNmum Requirements as act forth by the State , OQ Board for a Close 'A" 5 r" Z 10. Field data upon which this map or plot is based hoe a closure prevision of not le se m than one -foot in 15,000 feet (1:15404'} and an angular error shat does not exceed 10 swords times the square root of the number of angles turned. Fls'd traverse wan not 0 is adjusted. V FLOOD NOTE The subject property oNmore to lie in Zone 'k" of the Flood Insurance Rate Mop W Community Ponel No. 054131004317, which bears an offe4We date of October 19, 2001 and fr~ IS NDT in a apeclol fiaad hazard area. No field measuremertta ware used in this O detarminotlon and on elevation certificate may he needed for virlftoalfon. SURVEYOR'S CERTIFICATION W To VerUon Wcolaes Tanneesae Partneri This is to dirtily that We map or plat and the survey on which It 1a based ware made In accordance with 'Minimum Standard Dotal; Requirements for ALTA/ACSM Lend We Surveys,' jointly established and adopted by ALMA. ACSM and NSPS in 1999, and kncrudao items 1-8. 10-12 of Tams A thereof. Pursuant to the Accuracy Standards as adopted by ALTA HSPS. and ACSM and In effect un the date of thio certification, unders;gned further certifies that; " in u Angle,Distance, L� with the M irrr m uremenka xara m ads ld accordance • itis au mage� rvry gra Closure Raqulnmmts for Survey Meoarsmente Which Control Land Boundaries for 4q p ALTA(ACSM Land Title Surveys.' �Q0 a N MkonsNowe6 p Arkansasn Ftcy:ate d No. 1425 h fi 10pNWvW �.� .• •' STATE OF • • •. �'� • ARMSAS 4A?A .1425 e r r. A'ell UM ''� PLEASANT VALLEY AR #165797A SECT, 29, T -2-N, R -13-W PULASKICOUNTY, ARKANSAS