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Home My WebLink AboutZ-7108-A Mapveriz.onWIRELESS TEXAS REGION (HERE IN AFTER REFERRED TO AS "LESSEE") 500 DOVE ROAD SOUTHLAKE, TX 76262. ATN: TRACY REEVES (682)-831-3245 SITE#: 1657296 RODNEY PARHAM_ROAD_AR LITTLE ROCK, AR 72212 PROPERTY OWNER PLEASANT VALLEY CHURCH OF CHRIST 10900 RODNEY PAHAM ROAD LITTLE ROCK, AR 72112 CONTACT: WESLEY WALLS 501-225-5818 SITE COORDINATES LAT: 34'46'18.00" N LONG: 92° 23'41.3511 W ROOF ELEV: 513.85' w SITE ADDRESS PULASKI COUNTY 10900 RODNEY PAHAM ROAD LITTLE ROCK, AR 72112 TELEPHONE COMPANY SBC COMPANY SHARON NORTON 870-541-2801 CIRCUIT ID# N/A POWER COMPANY ENTERGY DOUG McDANIEL 870-692-7606 FIRE DEPARTMENT LITTLE ROCK FIRE DEPT 501-918-3700 POLICE DEPARTMENT PULASKI COUNTY SHERIFF'S DEPT 501-340-6600 sirs wvA� � gnorserPrwHrue jl Cinema .__...-•-- i f� Mahan � odusea� Ir r, Yom.' r DIRECTIONS: FROM LITTLE ROCK, TAKE 1-430 SOUTH TO THE RODNEY PARHAM ROAD (EXIT 8) AND PROCEED WEST (RIGHT) FOR ONE BLOCK TO THE PLEASANT VALLEY CHURCH OF CHRIST ON YOUR RIGHT. OUR EQUIPMENT IS PLACE ON THE ROOF OF THE CHURCH. INDEX OF CONSTRUCTION DRAWINGS CO TITLE SHEET S1 SITE SURVEY Cl GENERAL NOTES AND LEGEND C2 SITE LAYOUT PLAN C3 EQUIPMENT LAYOUT PLAN C3A ANTENNA LAYOUT PLAN C4 WALL LAYOUT PLAN C5 SITE DETAILS DETAILS C6 SITE E1 ELECTRICAL PLAN E2 SITE GROUNDING PLAN E3 ELECTRICAL SPECIFICATIONS E4 ELECTRICAL DETAILS E5 ELECTRICAL DETAILS E5A ELECTRICAL DETAILS E6 SINGLE LINE DIAGRAM E7 GROUNDING SINGLE LINE TeleCAD WIRELESS SITE DESIGN, INC. 6953 MIDDLE VALLEY ROAD HU(SON TN 37343 PH: 423.634.2525 FAX -423-643-9509 COVER SHEET RODNEY PARHAM_ROAD AR SITE#: 1657296 DATE: 05/29/05 REVISION: 0 NOTES; 1. THIS PLAN IS BASED ON A SURVEY BY KEEN SURVEYING, LLC. DATED 02/17/05. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 2. THE PROPOSED USE DOES NOT REQUIRE FULL OR PART TIME EMPLOYEES AT THE SITE. EXISTING SPRINT ACCESS EASEMENT 3. FOR GENERAL SITE WORK NOTES, SEE SHEET C1. 4. FOR ELECTRICAL SYMBOLS, SEE SHEETS E1 & E2. 5. ALL NORTH ARROWS ON SITE PLANS ARE TRUE NORTH, UNLESS OTHERWISE SPECIFIED. EXISTING SPRINT U-ILITY EASEMENT EXISTING SPRINT LEASE AREA EXISTING rr TeIeCAD CHURCH 0 BUILDING 6953 MIDDLE VALLEY ROAD EXISTING HIXSON, TN 37343 ROOF VENT EXISTING (nP) PARKING CHURCH LOT EXISTING -- CABLE TRAY J EXISTING ANTENNAS PROPOSED GAMMA ANTENNAS PROPOSED—/ CABLE TRAY EXISTING — ANTENNAS OpN�, R RAM � OAD (8,9,�� PROPOSED ALPHA • ANTENNAS EXISTING PROPER -Y LINE PROPOSED EXISTING VERIZON CHURCH EQUIPMENT BUILDING PROPOSED CABLE TRAY — — + dog 0 f EU ■ \. r m '0 r r-- �-} , r r `\ V \ —EXISTING `� CABLE TRAY is • ■ 10 i <� 1 o. o Q21 •dam°J �� ° m ° PROPOSED rr TeIeCAD BETA ANTENNAS 0 PROPOSED 6953 MIDDLE VALLEY ROAD CABLE TRAY HIXSON, TN 37343 a�L I EXISTING EXISTING PARKING CHURCH LOT AUDI ICRIUM EXISTING AIR CONDITION (TYP) \.-/0000" \.- EXISTING EXISTING EXISTING PARKING CHURCH LOT BUILDING Tajo mmm m 9" soca LESSEE SITE#: 1657296 RODNEY PARHAM_AR SITE LAYOUT PLAN ° rr TeIeCAD 0 6953 MIDDLE VALLEY ROAD n HIXSON, TN 37343 a�L I PFI: 423.634.2525 FAX: 423-843.9509 LESSEE SITE#: 1657296 RODNEY PARHAM_AR SITE LAYOUT PLAN ° rr TeIeCAD WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD n HIXSON, TN 37343 a�L I PFI: 423.634.2525 FAX: 423-843.9509 EXISTING ANTENNAS EXISTING■I, " CABLE TRAY ��,A 01 40' 1201 � s IST M11D ul!<�S SIfJ�IS N OAIED ARKANSAS TEMPORARY PERMIT RAW 2GGSLj ISSU 93—a PMR THE YEAR ZAGS. �. . DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR; SEH SHEET NUMBER: C2 REFERENCE NOTES: 21 - PANEL ANTENNA MOUNTING FRAME NON -PENETRATING ROOF MOUNT. SEE DETAIL SHEET C5. 26 - COAX BRIDGE EXTENSION KIT, SEE DETAIL SHEET C5. 28 - ROOF MOUNTED COAX BRIDGE. SEE DETAIL SHEET C5. AA IT[AIAIA T\/nC A7IAAt ITI-I RAIL rFNTFR MDT BSA-185065/12CF E -DIN 20 ALPHA 0° 40' 00 BSA-185065/12CF E -DIN 20 ALPHA 0° 40' 00 BSA-185065/12CF E -DIN 2° BETA 120° 40' 00 BSA-185065/12CF E -DIN 2° BETA 120° 40' 0° BSA-185065/12CF E -DIN 20 GAMMA 2400 40' 01 BSA-185065/12CF E -DIN 20 1 GAMMA 2400 40' 0° FINISHED ROOF ELEVATION = 36.0 FT, AGL CA. OF ANTENNA = 4.00 FT. ARL — PROPOSED ANTENNA (ALPHA) 25 C5 m m m m m EXISTING BUILDING r !J[! _ • �.o ® r r \r\ • Q .0 r , .. 1•j ap° • r Qz \ ° O a' 0 p f \ p PROPOSED PROPOSED ANTENNA ANTENNA (BETA) (GAMMA) EXISTING CHURCH EXISTING AUDITORIUM PARKING 26 LOT PROPOSED VERIZON EQUIPMENT EXISTING AIR CONDITION (lYP) V• •a EXISTING PARKING LOT ANTENNA \,L5j (ALPHA) b 11 p 61 12' 18' ill = 6' EXISTING DRAIN PIPE PROPOSED COAX ROUTING n .o EXISTING --- D ROOF VENT 0 6' 12' 18' t 11I=6' M PROPOSE C5) ANTENNA (GAMMA) EXISTING - EDGE OF BUILDING 0 61 12' 181 1"= 6' EXISTING EDGE OF BUI:_DING PROPOSED COAX ROUTING PROPOSED 21 ANTENNA C5 (BETA) , 120. EXISTING DRAIN IPE MM rma= snF OWN LESSEE SITE#: 1657296 RO D N EY PARHAM-AR ANTENNA LAYOUT PLAN I((n TeIeCAD EXISTING WIRELESS SITE DESIGN, INC EDGE OF 6953 MIDDLE VALLEY ROAD BUILDING HIXSON, TN 37343 PH: 423-634-2525 FAX: 423-843-9509 W V EXISTING ROOFPROPOSI VENT 28 C5 COAX ROUTING Nor Wa vaM slaw t ata® AWN6 AS TopoW POW NUMBER 2= W A FM THE YN 2= sham OF um DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: SEH SHEET NUMBER: C3A a I a N nnnnnc[n A" TUIrV REFERENCE NOTES: 22 - 4" BRICK WALL W/ 8" CMU SUPPORTING WALL. SEE DETAIL SHEET C6. _LAIJ I117V 26'-0'GAS LINE NOTES: 1. DOOR HARDWARE TO INCLUDE 14 GA ZINC COATED HOLLOW METAL FRAME Wl ONE COAT OF EXTERIOR ALKYD INDUSTRIAL. METAL PRIMER, & TWO COATS OF EXTERIOR ALKYD INDUSTRIAL SEMI -GLOSS ENAMEL; 18 GA ZINC COATED HOLLOW METAL DOOR WI ONE COAT OF EXTERIOR ALKYD INDUSTRIAL METAL PRIMER, & TWO COATS OF EXTERIOR ALKYD INDUSTRIAL SEMI -GLOSS ENAMEL; (4) HINGES, PART# HAGER CPBB 1168 4-112 x 4-112 NRP; (1) LOCKSET, PART# SARGENT 10G04 LB. TE wz Nam SIFE ma 2006 LESSEE SITE#: 1657296 RODNEY_PARHAM_AR WALL LAYOUT PLAN O�.l� PROPOSED Tom` l eCAD WIRELESS S17E DESIGN, INC 4'-0" WIDE 6953 MIDDLE VALLEY ROAD DOOR, SEE HIXSON, TN 37343 NOTE 1. PH: 423-63472525 FAX: 423-843-9509 XIST!NG STUB—UPS ��}�,ayyyaaaay�+arse+r ;IS71NG f /•� iURCH JILDING p.* .� �A Is:N w� as++ra��aTa��ay yyy� NOT Wd1D UItlE96 010 It OAT® ARKANSAS W4RW PUM NUM M MW (f3-29 FOR THE YW MM lz A F_ , aj- DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: SEH SHEET NUMBER: C4 1 LESSEE SITE#: 1657296 RODNEY_PARHAM_AR WALL LAYOUT PLAN O�.l� PROPOSED Tom` l eCAD WIRELESS S17E DESIGN, INC 4'-0" WIDE 6953 MIDDLE VALLEY ROAD DOOR, SEE HIXSON, TN 37343 NOTE 1. PH: 423-63472525 FAX: 423-843-9509 XIST!NG STUB—UPS ��}�,ayyyaaaay�+arse+r ;IS71NG f /•� iURCH JILDING p.* .� �A Is:N w� as++ra��aTa��ay yyy� NOT Wd1D UItlE96 010 It OAT® ARKANSAS W4RW PUM NUM M MW (f3-29 FOR THE YW MM lz A F_ , aj- DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: SEH SHEET NUMBER: C4 TOP VIEW (ALPHA) A A NOTES: 1, MANUFACTURED BY VALMONT/MICROFLECT WIRELESS INFRASTRUCTURE PRODUCTS PART NO.: 99543. PROPOSED 45 2.10'-0" SPACING BETWEEN ANTANNAS (ALL SECTORS). EXTEN510N KIT (TYP OF 2) PROPOSED COAX 1 BRIDGE TYP. nV, rrv, 3' 0 SCHBO x 11'-0" LG ANTENNA MOUNTING PIPE VALMONT BALLASTED ROOF MOUNT (99547) USE 500 LBS. ADDITIONAL BALLAST WEIGHT, EQUALLY DISTRIBUTED. OPTIONAL: VALMONT J T-11 1/2" RUBBER MAT KIT -T PART# 81567, FOR TOP VIEW (BETA) TOP VIEW (GAMMA) (2) ANTEL BSA-185065/12CF E -DIN 20 PANEL ANTENNAS w/MAX EXPOSED WIND AREA OF 3.10 M PER ANTENNA. 13'-0" MAX I � OF ANTENNA = 4.00 FT. ARL 10'-0" MAX ROOF LINE = 40.00 AGL USE 500 LBS, ADDITIONAL BALLAST WEIGHT, EQUALLY DISTRIBUTED. EXTRA ROOF PROTECTION SECTION A NOTE: TOTAL CONCRETE BLOCK BALLAST REQUIRED FOR SKID FRAME IS 1000 LBS. EQUALLY DISTRIBUTED ALONG FRONT AND BACK OF FRAME. PANEL ANTENNA MOUNTING FRAME 21 NON -PENETRATING ROOF MOUNT �3A NTS C7 PROPOSED COAX BRIDGE POSED SLEEPER TYP. SEE CHART BELOM FOR WIDTH MPA WRMW SK MW PROPOSED COAX BRIDGE FIELD DETERMINE LENGTH 0 6" MIN. O O o os-" owamim Iw e as -as -os pm uis w wx A OJ-16-Otf pfls MART wx No. OME AEOn w O ROOF UNE EXISTING SLEEPER EXT. KIT # OF COAX _1703 FOUR B1704 EIGHT COAX BRIDGE EXTENSION KIT @26)NTS LESSEE SITE#: 1657296 RODNEY PARHAM_AR SITE DETAILS I1 TeleCAD WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD HNSON, TN 37343 PH: 423-634-2525 FAX: 423-543-9509 DOWN CLAMP =•'�/�i� �-7v! �rr�6 0�- RUNT BRIDGE KIT # OF COAX WIDTH STRAIGHT SPLICE 00 TO 450 SPLICE 200 TO 900 SPLICE T -SPLICE _1542.11 FOUR 11112" 61544.11 B1573 81963 82493 81543 EIGHT 1' 91/2" 81545 81574 81964 82493 ROOF MOUNTED COAX BRIDGE KIT (2c3NTS --■+rreerrr�■•- N6T 19gJ6 91tlN9'! A DSD ARKANSAS TEMPORARY PI5W NUMBER 2]3 I55U03-49 FOR TME YEAR �° SIBIMw OI NxAFR DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: SEH SHEET NUMBER: C5 4" PRECASTr - CONC. CAP 8' CMU BOND �• K BEAM W/ 2 - #5 0 Ob -29-0 COIISIAIkiION IS�h °1 8" CMU BOND CONT. + a oe-ss_oe pRawm MA BEAM W/ 2 - #5 8' CMU W/ #5 ••�' -26 mag A 03-0-0 VERT. @ 4'-0" f I'�'• O.C. IN FILLED ti0. WE IBM OF SM sr 8" CMU W/ #5 CELLS �• '+ f •�' Z FACE BRICK, RUNNING BOND •�'• 4 �.1 CELLS HORIZ. MASONRY•. REINF. @ 16'0.C. FACE BRICK, - • •; Z 1/2" EXP JOINT MATT. 1/2" EXP JOINT MAX CONC, CURB BY OTHERS 4" CONC. HORIZ. MASONRY .;.1 SLAB REINF. @ 16'0.0 •r I 3 - #5 CONT. W/ #3 rlEs @ z'•o° OMIT EXP JOINT ;•• WALL FOR DRAINAGE a' WALL SECTION A -A MAIL. @ SCUPPER *:J NTS BARS #5 "L" @ CONC. CURB 4-0" O.C. POUR CONIC. SLAB 4" w, ME= WMM SrIE DM 2o0! 4" PRECAST CONC. CAP #5 "L" BARS @ NTS 4'-0' O.C. TO BE CENTERED 1,'"'11''x' I ` SECTION B - B SECTION A - A ON NORTH WALL CURB 3LOCK TING WALL )E 4" BRICK WALL W/ 8" CMUeC4 SUPPORTING WALL NTS ARRANSAs TDvoRw POW KWW 2903L! ISSU 01-29 FOR 11HE YEAR =I G». LLA 3mmum OF Roue DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: SEH SHEET NUMBER: C6 0 Ob -29-0 COIISIAIkiION IS�h °1 8" CMU BOND r 11i a oe-ss_oe pRawm MA BEAM W/ 2 - #5 -26 mag A 03-0-0 CONT. f I'�'• ti0. WE IBM OF SM sr 8" CMU W/ #5 VERT. @ 4'-0" O.C. IN FILLED :.. LE'SSE'E CELLS FACE BRICK, - • •; Z RUNNING BOND SITE#: 1657296 RODN EY PARHAM AR HORIZ. MASONRY ; • } ' 8' x 8' SCUPPER REINF. @ 16'0.0 THROUGH MASONRY SITE OMIT EXP JOINT ;•• WALL FOR DRAINAGE DETAILS MAIL. @ SCUPPER *:J CONC. CURB {1 POUR CONIC. SLAB BEYOND.''�1••` ' THROUGH SCUPPER, SLOPE SLAB TO DRAIN TeIeCAD CUT BACK OF CONC. 1/8" PER FT. MIN. CURB FOR DRAINAGE WIRELESS SITE DESIGN, INC 6953 MIDDLE VALLEY ROAD M1 e e• '4 r.a • HIXSON, TN 37343 PH: 423.634.2525 FAX: 423.843.9509 cV r f�.ii' a a }}! .: 3 - #5 CONT. W/ #3 - � � p ..• ° ; 1•b. � WALL SECTION TIES @ 2'•0' W/ SCUPPER B -B #5 "L" BARS @ NTS 4'-0' O.C. TO BE CENTERED 1,'"'11''x' I ` SECTION B - B SECTION A - A ON NORTH WALL CURB 3LOCK TING WALL )E 4" BRICK WALL W/ 8" CMUeC4 SUPPORTING WALL NTS ARRANSAs TDvoRw POW KWW 2903L! ISSU 01-29 FOR 11HE YEAR =I G». LLA 3mmum OF Roue DRAWN BY: DWS CHECKED BY: CTD PROJECT MGR: SEH SHEET NUMBER: C6