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TOWER <br />slrE NAME: <br />MINC AMEN HILLS SITE #314 <br />srrE LocarloN: <br />ARD E N HILLS, M N <br />TOWER MANUF. /MODEL: <br />U N K N O W N <br />ORIGINAL DESIGN CRITERIA: <br />Tl/q/EIA-222— UNKNOWN <br />ANALYSIS CRITERIA: <br />�QA Z�'F`S0 � (y9 � ♦ 0 � �� 1� <br />O <br />NW <br />Z <br />tD <br />Z uj <br />a <br />r cC <br />z a . <br />o� <br />U <br />W <br />NOTE: ALL BOLTS A325N EXIST (1) 4' LIGHTNING ROD ~ W 0 V) <br />+ (1) TOP BEACON <br />ELEV. 240' BASE v i W <br />EXIST (1) 15' OMNI WHIP Z <br />+ (1) 14' OMNI WHIP Q 0 <br />+ (1) 20' OMNI WHIP <br />+ (3) LEG PIPE MOUNTS <br />ELEV. 240' ELEV. 240' BASE <br />7'-O" <br />77 <br />EXIST (1) 12' HP DISH (KD12 F21) <br />Az. 0° ELEV. 234' f (TO BE REMOVED) <br />v EXIST (1) 10' HP DISH (D10E-21) <br />Az. 1200 ELEV. 234' t (TO BE REMOVED) <br />w <br />\ <br />X ELEV. 220' EXIST (1) 2' HP DISH (Az. 1600f) <br />x V-9" + (2) 9"X18" PANELS <br />N + (1) 6'x2" PIPE MOUNT <br />N ELEV. 204'-210' t <br />EXIST (1) 2' DISH W/ RADOME (SP2-5.2) (AZ. 300t) <br />ft + (2) 12"X18" PANELS + (1) 12"x12" PANEL <br />+ (1) 6"x9" PANEL + (1) TTA BOX <br />+ (1) 8'x2" PIPE MOUNT _ o <br />ELEV. 200' ELEV. 200'-208' t <br />10'-6" z z i <br />� %0 EXIST (1) 4' HP DISH (HP4-11DW2) J J �, <br />N M Az. 350° ELEV. 201' f TYPICAL LACING CONFIGURATIONS J J <br />cA x O 0 F <br />x X EXIST (1) 10' HP DISH (D10E-21) j 00 <br />to C4 Az. 0° ELEV. 196' t (TO BE REMOVED) w w <br />> cx N EXIST (3) DISH FACE MOUNTS b <br />x <br />N ELEV. 180' ELEV. 196' f (TO BE REMOVED) m In <br />x 12'-3" In <br />N EXIST (1) 10' HP DISH (D10E-21) z <br />Go 00 vm <br />N ,�, Az. 1200 ELEV. 196' f (TO BE REMOVED) o Z 0 <br />x x = Q <br />O% H <br />1p N N yk T) Q, <br />r' x x EXIST (6) LPA-185080 / 8CF PANELS o <br />M N N <br />+ (6) LPA-185080 / 8CF PANELS <br />N J J + (6) TTA'S + (3) 13' T-BOOM SECTOR MOUNTS o <br />ELEV. 160' <br />ELEV. 160' + (VZW) (RE -LOCATE Z-SECTOR FROM ELEV. 100') o w w <br />x 14'-0" cr In <br />N OU U) <br />PROP (2) CSS X7C-865-2D PANELS <br />^� + (1) CSS X7C-880-4D PANEL � W <br />xLn N co + (6) CSS DBC-750 DIPLEXERS N o Q <br />Ln # ELEV. 160' + (VZW) o o <br />> <br />z <br />ELEV. 140' EXIST (1) 3' YAGI & MOUNT Q) <br />ELEV. 148' <br />EXIST (1) 8' HP DISH (DBE-21) <br />Az. 2400 ELEV. 145' t (TO BE REMOVED) <br />to ko <br />.� <br />to <br />M EXIST (1) 6' HP DISH (HP6-11DW2) <br />> x \ Az. 300 ELEV. 143' t <br />X EXIST (1) 10' HP DISH <br />b ELEV. 120' Az. 2400 ELEV. 137' f (TO BE REMOVED)) O <br />v x x 17'-6" <br />N <br />EXIST (1) 3' HP DISH (HP3-18DW2) <br />N N + (1) DRAGONWAVE DW RADIO BOX <br />N Az. 2400 ELEV. 127' t ll <br />00 co /�� <br />x x OB LIGHTS W <br />m m ELEV.120' <br />x ELEV. 100' <br />X x x 19'-3" EXIST (1) 6' HP DISH (HP6-11DW2) <br />\ \ Az. 2400 ELEV. 123' t i i <br />M M v <br />r1 'i <br />N N Lo EMPTY PIPE MOUNT M O <br />ELEV. 107' <br />o <br />x NOTE: LINE LAYOUT &SIZE FROM <br />N t; 0 d <br />N <br />\ ELEV. 80' LIMITED MAPPING BY OTHERS. � ,A <br />N 21'-0"00 <br />rn <br />x <br />Lo <br />N EXIST (6) 7/8" DIA. LINES (3 REMOVED) Z <br />00 + (4) 1-5/8" DIA. LINES (2 REPLACED) �1 <br />X TO ELEV. 160' t (VZW) ~ %O N <br />m � <br />Ln <br />>\� ° ° <br />x ROP (2) 1-5/8" DIA. LINES X Z U <br />M. ELEV. 60' TO ELEV. 160' f (VZW) <br />x 22'-9" W <br />M <br />N INTERNAL BRACING � M W Z <br />TO ELEV. 200' <br />DIAGONAL HIP BRACING Q OI <br />x TO ELEV. 50' (' Q <br />C4 DOUBLE INTERNAL <br />ELEV. 40' BRACING TO ELEV. 120' z <br />co co co co 28'-0" AT BASE N N <br />X 24'-6" " Z <br />N <br />\ X X X X <br />N 102 SCHEMATIC TX -LINE LAYOUT o Ln � U <br />% X X X X W N Qm <br />cV C <br />� .-� .-1 e•l e-1 <br />It +N N N N ELEV.20' C= <br />x 26'-3" z cn r <br />v <br />J V' rNW Fes- N O <br />N X EXIST (1) YARD LIGHT a ui <br />,t ,i ELEV. 28' t � I 3 <br />x rn 3 <br />v <br />J <br />N V <br />ELEV. 0' <br />28'-0" <br />0 <br />28'-0" z <br />z <br />z �QN: 240' SELF-SUPPORTING TOWERz o o 101 SCALE: 1" = 20'-LW <br />O N W W W W z <br />� N (A N U U Vf u N U In co <br />Id Ile <br />Q Qj c� <br />wo .Q. %o Oro ��o alp �tp oC� w� W <br />_l U1 QM =M caM co (DM mM W z <br />o� <br />ALL RIGHTS RESERVED, THIS DRAWING SHAH REMAIN THE PROPERTY OF MALOUF ENGINEERING INTERNATIONAL, INC. NO PART THEREOF SHALL BE REPRODUCED, COPIED, ADAPTED, DISCLOSED, OR DISTRIBUTED TO OTHERS WITHOUT WRITTEN PERMISSION OF MEI, INC. <br />TOWER HEIGHT 6c TYPE: 240'SELF-SUPPORTING <br />