Loading...
HomeMy WebLinkAboutBuilding Permit 10-0038 (wireless internet) a `, BAStc w�� — 2 SP "J 90tnpN ll�ac �Dnpy T Ann A IV lfoo� sr"kt'c� AFVo� M �t �'ttr.1� S�.,ti - ` r4�rs �trir 2 Sc 4.�� ' (� s Nv ` Lrt ate i it TV A IN , To , Ica In F FA o �p r � , . It I L } t NTV � Y ® w I I I IV I IF I F 4%L, VA. fi jjgtcyA�, ' . t a a An A 9 A Fro Lj O ' Y WOZZ UITV 0 WE BUILDING PERIP � � REVI �1v°1/ � � N - ¢ , ® o aj a N c earw TM INSPECTOR ... L. 3 gWh2 '2 3 • { -�' F _4 ' ,3iT i ®• ` G PROFESSIONAL ENGINEER M ®ATE.._: _ . • - ^ , " ! hereby certify that this an, s W a A N C �,,, ke` ,. E ® A S S U t� `T V : r PI peciticallon, �x report was prepared by me or under my direct supervision and that 1 am a duly Licensed — oWM CCEPTED WIT4� ORREC T 1C � 1S AS NOTED a simpler way to i n to rn et Professional Engineer under the laws of the NOT ACCEPTED-CORR ' " ' & F E " UBMIT State of Minnesota � These coiTtrrents are for your inforffialion . Ail wort sdiafl be done print CO 5 , � oa � full C(?mpiiance with till apt flca3fA building +� xa�in� code rem ° � 3 � � tUltePneRtS including EteniS nOT spip.lCifica =ly rioted in this review. � p 9a ?JroCO KEEP THIS PLAN SET ON Si FE AT ALL TIMES. : 26I °z M ° 0 � � own F Wv � y 10lY00of Z SITE NUMBER : MN = MSP0033 � � �naaL° CONSULTANT TEAM � U PROJECT CONSULTANT: TERRA CONSULTING GROUP, LTD, SITE NAME . PRIOR LA K E w S HWY 13 & CANDY COVE TRAIL SE 600 BUSSE HIGHWAY F PARK RIDGE, IL 60068 0 0 (847) 69B-6400 STRUCTURAL ENGINEER: BY TOWER OWNER PROPOSED EQUIPMENT INSTALLATION ON PROPOSED H - FRAME & PROPOSED (MEDIACOM COMMUNICATIONS) ANTENNAS ON EXISTING GUYED TOWER w VICINITY MAP REGIONAL MAP PROJECT INFORMATION SHEET INDEX ° � z ,; `# ET DESCRIPTION REVISION � o ° w SHE ¢ b: W ¢ " ^ ¢ SITE NUMBER: ' MN-MSP0033oy� a s ,a 7 $FE .y SITE NAME: PRIOR LAKE -S HWY 13 & CANDY TRAIL SE TA TITLE SHEET - SITE ADDRESS: 15777 SOUTH HWY 13 C- 1 SITE PLAN PRIOR LAKEN. 55372 C-2 ENLARGED PLAN M I It lry s ; C-3 SITE DETAILS & CONCRETE NOTES - I » "s C-4 H-FRAME/ EQUIPMENT DETAILS - � ' . , z ° ,�4 � , 0 7 . APPLICANT: CLEARWIRE AA DIRECTIONAL ANTENNA INSTALLATION DIAGRAM - PROJECT 8800 HIGHWAY 7 _ If :.R E LOCATION z. ST LOUIS PARK, MN. 55426 ANT- 1 TOWER ELEVATION & ANTENNA PLAN ° : . . n w y ANT-2 ANTENNA SUPPORT DETAILS & NOTES � ,. - s _ ' _ . __ __ SITE MN -MSP0033 PROJECT r ` - - ,- , ENT-3 UTILITY ROUTING PLAN & DIAGRAM - LOCATION ans1 E �k CLEARWIR MATT SONKE E-2 SITE GROUNDING DIAGRAM/ PLAN - °� . E E �- PROJECT (303) 859-9696 E-3 LOAD CENTER DIAGRAM & DETAILS - PRIOR LAKES HWY 13 ?, :- - " ..ao-f.' s= . . . ' .. ..�K �a + L.,k. - s. MANAGER: ,♦t�Nui�ip�/ p ZIP CANDY °' 21 ew " ` _ EShS � . TOWER MEDIACOM COMMUNICATIONS SP-2 ELECTRICAL NOTES OT ON NOTES ♦♦ •MMERMq ,' _ a TRAIL S COVE + .• . °. , r :E 1 7 ! � ' _ . ! . : OWNER: PAULA GABRIEL ��• •• vf1 �: - � (512) 345-9595 EXT 241 W ' m+ � • t+fl 15777 SOUTH HWY 13 e: t �. t4 r O' � S10l PRIOR LAKE, MN 55372 F s a NEER ANNA LATITUDE: N 440 43' 11 , 500" i 181 z W F 1 J •_ s °yr?' LONGTITUDE: W 530 24' 46. 102" i •'• s � _ . _.. Sp DRAWN BY: JlR CA ef OMM oa@B — ♦ CHECKED BY. D'+ v� • ta' :J.�iA:J cr i"f ill f. - ,,' � % �♦ " e H PAZ. , Acxcs- sE DATE 10/19/09 PROJECT k: 43-101 APPROVALS DRIVING DIRECTIONS SPECIAL NOTES SHEET TITLE DATE FROM MSP AIRPORT: HANDICAPPED REQUIREMENTS : TITLE SHEET CLEARWIRE CM START OUT GOING NORTHWEST ON GLUMACK DR, TURN SLIGHT LEFT FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION TOWARD RENAL CAR RETURN. STAY STRAIGHT TO GO ONTO GLUMACK HANDICAPPED ACCESS REQUIREMENTS NOT REQUIRED CLEARWIRE RF DR, MERGE ONTO MN-5 W TOWARD I-4941BLOOMINGTON. MERGE ONTO I-494 W/MN-5 W VIA THE EXIT ON THE LEFT, MERGE ONTO 1-35W S VIA EXIT SHEET NUMBER CLEARWIRE PM 56 TOWARD ALBERT LEA, MERGE ONTO MN-13 S VIA EXIT 313 TOWARD PLUMBING REQUIREMENTS SHAKOPEE, ARRIVE AT THE SITE FACILITY HAS NO PLUMBING T 1 CLEARWIRE MW LANDLORD c = L c o Ix Zia < = � W +� W � / ���C �( ` ) C(t`� ✓J )�� ` �J� CCU` ) J v�JJ cis f _ (� r \ 7 �( Y, •CN oho co Up ♦� - � ` `�`l 1. '�� �C` ` 1 ) ( !�` 1�Q �.J� SCALEISFOR11x17ME01A ^n vY ^� v ✓JJ \ (USE HALF SCALE FOR 24436 A1EDIA) Q C3 �) J )� o 0 ✓ a oo_ o ( o at Lo it r r� -A r 'I� LO / c ( , �J U v / C� EXISTINGASPHALT U� � {^ 7 r< e<n < ✓i > 0 nD 2 � W � co u �J� AREA ( (r r � J CO r r � l �( _ 2 o . . X / lC r{% C oD o C( ( ) J v / C(( r ) rr� , ) i r rr ('Q, EXISTING SHED �� see ✓i,J to w W C EXISTING J / ��r , PROPOSED CLEARWIRE M o w i BUILDING DIRECTIONAL ANTENNAS & PANELUJN o Z W EXISTING �( ^ ANTENNAS ON EXISTING GUYED a Cr ) rT`� C TOWER, SEE SHEET ANT-1 FOR o` ^ GRASS �C(� Sri lJ , AREAS J l r ( (Ce ANTENNA PLAN & ELEVATION PROPOSED CLEARWIRE TxT rrr (O a ' ( LEASE AREA, SEE SHEET C-2 FOR Gt C (( �1 f'' k / crc� j ENLARGED PLAN r J/ ` Cry 7 EXISTING DISH ANTENNA O C (C l � AT THE GROUND (TYP. ) EXISTING TELCO PEDESTAL �1 Z EXISTING TRANSFORMER EXISTING CHAIN LINK FENCE WITH SITE MN-MSP0033 CIrvu % 12' WIDE DOUBLE SWING GATE cl PRIOR LAKES HWY 13 & CANDY COVE EXISTING BUILDING TRAIL SE ry C 15777 SOUTH HWY 13 r�� � C(� PRIOR LAKE , MN 55372 LL ' ~- - - - - - ^ - - - - - - - - - - EXISTING ACCESS - i DRIVE � �- - - - - - - - - - - - - � f( �J �� tic ( 11 e�rr Cr DRAV" BY JLR / C(L �' ) 1) `u`- ��,,` MMER f ',��i CHECKED BY- DM PROPOSED CLEARWIRE 8' WIDE UTILITY J v��J ` �� ,�Q% , t'0000. . • • • • . .q�r,� 4,� DATE' t0A9N0 ROUTES IN LIEU OF EASEMENTS _ O��• PROJECT #. 43-101 Illp L {LENSED lost MIND PROPOSED CLEARWIRE 12' WIDE ACCESS PROFESSIONALI SHEET TITLE EASEMENT OVER EXISTING ACCESS DRIVE opm ENGINEERAlli OVERALL 28181 ftSITE PLAN THIS SITE PLAN WAS CREATED OFF %, cS •� O��` SHEET NUMBER OF FIELD MEASUREMENTS BY THE DESIGNER. ASBOU BOUNDARY SURVEY 1 OVERALL SITE PL.AN • . . . . • •N�5`'� WAS NOT SUPPLIED FOR PURPOSES SCALE: 1 "= 40'-0" OF SITE LAYOUT & UTILITY ROUTING . Cm i ' — N x ' — • c = ' 6 O of o e wwd E N bgo co w 0 is 20 4• / SCALE IS FOR llx17 MEDIA h CO (USE NAI.F SCALE FOR 2446 MEDIA) � . 0 y oo0 /k 0 X C 2J0c) � EXISTING CHAIN LINK FENCE � 2 In W � mw00DO 1M1C`�•✓ EXISTING SHED � 0 0 o c o u 7Daal� PROPOSEDGPSANTENN� ' ��. -- PROPOSED LIGHT ' ► fPROPOSED CLEARWIRE EQUIPMENT CABINET 1( ON A PROPOSED H-FRAME Q sells PROPOSED CLEARWIRE / DIRECTIONAL ANTENNAS & PANEL ANTENNAS ON EXISTING GUYED 1 � T TOWER, SEE SHEET ANT-1 FOR / o o w a a ANTENNA PLAN & ELEVATION � � w N o Z r\ a o PROPOSED 12"x12"x6" DEEP / JUNCTION BOX (TYP.) - - ' PROPOSED ELEVATED 3" 0 EMT CONDUIT SUPPORTED BY VERTICAL 2-1 /2" 0 GALVANIZED PIPE PROPOSED Z , UTILITY H-FRAME PROPOSED CLEARWIRE 7'xT T LEASE AREA. 1, SITE MN-MSP0033 �- PRIOR LAKE-S HWY 13 ExiEL AREA & CANDY COVE GRAVEL AREA / TRAIL SE 15777 SOUTH HWY 13 PRIOR LAKE, MN 55372 DRAWN BY' JLR {{{ 1171 / 7 / 11j� k ERMq 1'�iI' CHECKEDBY' DM / `�� Y ,• V. i DATE' 70/19N9, `xl( � �' '• • • • : PROJECT It 43-101 4 , gse'D O �tC S101AAI' % - _ - SHEET TITLE OF � / 406N26 �aeR i ENLARGED SITE PLAN so • .' �� .' THIS SITE PLAN WAS CREATED OFF 1 ENLARGED SITE PLAN ''•Or Asj • •��5°� SHEET NUMBER OF FIELD MEASUREMENTS BY THE - SCALE: V= 4'-0t' TEOFM��.{`` DESIGNER. AS BOUNDARY SURVEY " " C = z WAS NOT SUPPLIED FOR PURPOSES OF SITE LAYOUT & UTILITY ROUTING, GENERAL NOTES: om ALL CABLES TO BE RUN IN 2" 0 FLEX ` Ws € CONDUIT. CONDUIT TO BE RUN PROPOSED RF CABLES INSIDE PROPOSED 3" EMT 1 . THE BASIC WIND SPEED UTILIZED FOR OUTDOOR EQUIPMENT CABINETS IS ACCORDING TO STRUCTURAL ANALYSIS CONDUIT FROM EQUIPMENT CABINET TO TOWER 90 MPH PER IBC (LATEST EDITION). C xa EXISTING GUYED TOWER PROPOSED BACKHAUL CABLES INSIDE PROPOSED 3" EMT 2, INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED BY FIELD Q CONDUIT FROM EQUIPMENT CABINET TO TOWER MEASUREMENTS. THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING >, t PROPOSED DRIP LOOP CONDITIONS AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO �••. 3 oa = � "sue ORDERING MATERIALS OR PROCEEDING WITH CONSTRUCTION . PROPOSED 12"x12"x6„ PROPOSED GPS ANTENNA ° dos 3. THE GENERAL CONTRACTOR AND HIS SUBCONSULTANTS SHALL BE DEEP JUNCTION BOX / PROPOSED LIGHT, CLEARWIRE KIT #CWR-FLOOD-T RESPONSIBLE FOR OBTAINING ALL PERMITS AND INSPECTIONS WHICH MAY BE E N (NP') REQUIRED FOR THE WORK. ego PROPOSED CLEARWIRE NSW TECHNOLOGIES, INC. 4 . STRUCTURAL STEEL SHALL CONFORM TO THE LATEST EDITION OF THE AISC r j EQUIPMENT CABINET SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, ALLOWABLE STRESS 11'. DESIGN AND PLASTIC DESIGN INCLUDING THE COMMENTARY AND THE AISC 4 w 1 CODE OF STANDARD PRACTICE, j oo0 o PROPOSED H-FRAME 1 3Jc 0 (0 COAX CABLES m SEE SHEET C4 FOR 5 , STRUCTURAL STEEL PLATES AND SHAPES SHALL CONFORM TO ASTM A36. ° �_ ro DETAILS ALL STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A53 GRADE B. ALL _ 3" EMT DOWN TO WEATHER STRUCTURAL STEEL PIPES SHALL CONFORM TO ASTM A500 GRADE B. ALL � 2 °n rn�� PROOF ENCLOSURE. CONTRACTOR STRUCTURAL STEEL COMPONENTS AND FABRICATED ASSEMBLIES SHALL BE ° � 2" 0 FLEX CONDUIT IS TO CONNECT USING 3" WATERTIGHT HOT DIP GALVANIZED AFTER FABRICATION. � 3 In � � 0 MYERS HUB OR EQUAL Z o x 0 o a J= a 6 . WELDING SHALL BE IN ACCORDANCE WITH THE AMERICAN WELDING tl roa IL L� SOCIETY AWS D. 2 1 /2 PIPE ELECTRODES SHALL BE E70XXCFIELD TOUCH UP WITH ZINC RICH PAINT (ALL KIT -STEEL WELD # WIRE CABLE BRIDGE SUPPORT EXISTING AND NEW AREAS AFTER WELDING IS COMPLETE. +14A KIT # CWR-10BASE. KNOCKOUT ) .. 7. ALL THREADED STRUCTURAL FASTENERS FOR ANTENNA SUPPORT RF & BACKHAUL ASSEMBLIES SHALL CONFORM TO ASTM A307 OR ASTM A36 , ALL STRUCTURAL CABLE ENCLOSURE I FASTENERS FOR STRUCTURAL STEEL FRAMING SHALL CONFORM TO ASTM GRADE - A325. FASTENERS SHALL BE 5/8" MIN, DIAMETER BEARING TYPE CONNECTIONS ° a I I I I I ` I WITH THREADS EXCLUDED IN THE SHEAR PLANE. ALL EXPOSED FASTENERS, it NUTS , AND WASHERS SHALL BE GALVANIZED UNLESS NOTED OTHERWISE, it it CONCRETE EXPANSION ANCHORS SHALL BE HILTI KWIK BOLTS UNLESS NOTED `r I it I I I I I I I OTHERWISE, ALL ANCHORS INTO CONCRETE SHALL BE STAINLESS STEEL. rl LJ j LJ I I I I I 8 , ALL COAXIAL CABLE CONNECTORS AND TRANSMITTER EQUIPMENT SHALL 1 TYPICAL EQUIPMENT ELEVATION i � i BE AS SPECIFIED BY THE OWNER AND IS NOT INCLUDED IN THESE U) CONSTRUCTION DOCUMENTS, THE CONTRACTOR SHALL FURNISH ALL z z > 1:SCALE: N.T.S. - - - - - CONNECTION HARDWARE REQUIRED TO SECURE THE CABLES. ETHERNET o o z CABLES SHALL BE ATTACHED TO THE TOWER WAVEGUIDE LADDER USING w UV-RESISTANT TIE WRAPS OR STAINLESS STEEL HARDWARE. o W 9. NORTH ARROW SHOWN ON PLANS REFERS TO TRUE NORTH. CONTRACTOR N 3" SCH . 40 x 9'-0" SHALL VERIFY NORTH AND INFORM ENGINEER ANY DISCREPANCY BEFORE LONG GALV, PIPE STARTING CONSTRUCTION, W/ GALV. CAP 10, ALL REINFORCING STEEL SHALL CONFORM TO ASTM 615 GRADE 60, DEFORMED BILLET STEEL BARS, METER 11 , CONCRETE FOR THE EQUIPMENT PAD SHALL BE 4000 PSI NORMAL WEIGHT z O CONCRETE WITH FIBERMESH ADMIXTURE, CONTRACTOR MAY USE APPROVED PRECAST EQUIVALENT, 12, LUMBER SHALL COMPLY WITH THE REQUIREMENTS OF AMERICAN SITE MN- MSPO033 DISCONNECT INSTITUTE OF TIMBER CONSTRUCTION AND THE NATIONAL FOREST PRODUCTS UNISTRUT CONS NATIONAL O O TRUCT ON, ALLLUMBER SHALL BE TREATED AND SHALL BE PRIOR LAKE-S HWY 13 1 #2 BCW TO EQUIP, STRUCTURAL GRADE NO. 2 OR BETTER. & CANDY COVE I GROUND (TYP. OF 2) 13, IT IS THE OWNERS RESPONSIBILITY TO VERIFY THE STRUCTURAL TRAIL SE GRADE CAPACITY OF THE EXISTING TOWER AND ITS FOUNDATION TO RESIST THE I I WIND/GRAVITY LOADS FROM THE PROPOSED ANTENNAS, 15777 SOUTH HWY 13 a i« P: l #2 , 3/4" C 14, ALL FIELD CUT METAL WILL BE SCRAPED OF ANY RUST AND COLD PRIOR LAKE, MN 55372 II GALVANIZED. • I d e 15. RUBBER CAPS WILL BE PLACED ON ALL EXPOSED UNISTRUT ENDS. TO EXISTING DRAWN AR`O e i 1 s LIGHTNING RING CHECKED BY OM ^ \0 A/v' Y 'I� i DATE: 70f19109 ev PROJECT # 43-101 5/8"o x 10' ?O ' COPPERCALD ROD (TMP7 ) - "] OfESS10NAl �� .- SHEET TITLE PR�NGtNEER SITE DETAILS NOTE: ALL MATERIALS & CONCRETE NOTES FURNISHED BY CONTRACTOR 0ott 28181 • e •�� % SHEET NUMBER 2 H - FRAME IF APPLICABLE � .. 3 SCALE: N.T.S. 1 1 � ' ELECTRICAL � ♦ N =o 1 /4"x3"x24" PLATE PANEL W z ELECTRICAL ¢ PANEL s �aW c �W RF & BACKHAUL HVAC ! RF & BACKHAUL SITE SUPPORT CABLE ENCLOSURE I CABLE ENCLOSURE 3 04 � ~ ` oe CABINET ` � g6 Q� CL N = w, - N od � 3" 0 STD. WT 1 /2" 0 GALVANIZED BOLT (TYP.) ' N dw GALVANIZED PIPE 3" 0 STD. Wr — wp - GALVANIZED PIPE Do UNISTRUT P1000 To 0 0 CLEARWIRE KIT # d 30 � F-FRAMI &CWR-MN UNISTRUT P1000 Jc i rn (TYP. OF 3) (TYP. OF 3) o L _ 00 OD � Z m rnto � 1 /2" 0 U-BOLT 1 /2" 0 U-BOLT z FOR 3" 0 STD. WT. ! PLATFORM ASSEMBLY z FOR 3" 0 STD. WT. PLATFORM ASSEMBLY )f / � � ma00 DO PIPE (TYP.) DDB MODEL # PMS-3030 2 PIPE (TYP ) DDB MODEL # PMS-303O W Z o y . . X iU = p i oo c © oo � o EXISTING GRAVEL EXISTING GRAVEL maaL� z COMPOUND ? COMPOUND .•alp GRADE ° GRADE 4 r Pn Oo ° °� Oo ° ° - - o 000 ° - - - - ° °O ° ° °�°° °0 ° j �j �„j• ° (Q°t�Y ° UO o ° in °YY ° boo ° /�° �u o o _ . _ .�� _ 0 0o O oL °0 00 V OOEO� ° O OOSO�OR� < 0 2 p , �00 0 O� c � O O (�Q 0 �,c���Ol �I ,�J Bo ° i . t o Q ° p�� 0 ° p O.Ap °° ! ` , Vo O �Q .� o 'bl b0`b=c� ° i ° �oO80�_°=��� 80yq i i —III=1 I I=1 i t=1 I I ! —III=1 I I ! ! _ _ I I - ' ! _' I I=1 I I=1 I I ° I° ! I I=1 I I=1 I ° !" _! I I— 11=1!— ' ' � I I_I=1 i—III III III—I i 1=1 , I I _ -1 I I=1 I I _I I ° , III �I IHI IIP I—I . _I ° , I ' III=i i l-III ! III—I (_ ; I I I—I I I—! I °. III—) I I— VIRGIN SOIL OR COMPACTED I ( I=1 i 1 =1 III —III — z I ' o f I z VIRGIN SOIL OR COMPACTED ('OI � 11 I—III—I I ! ° • °° ' °° ! 11 I I=1 I BACKFILL WITH A MINIMUM BEARING io I—! I I—III [ ° ° i I I —I I BACKFILL WITH A MINIMUM BEARING -111- III ! III—III=1 I =111 11. CAPACITY OF 2 ,000 PSF, TYP. _ ° ° ° ° F I I {—III—I F • I III I I — CAPACITY OF 2 ,000 PSF , TYP. I I I—III— =1 I I—I I i . ° _ ! _ N ww -III—III , a III—I I I —I I °<, 111—I I #3 TIES @ 12" O.C. (TYP.) d ! I=1 I !—! i 4 —III III_ #3 TIES @ 12" O.C. (fYP.) z z -> x I=1I I =1I ! —III=1I I ! I III — I III=1 ° I ° z I l l l l i l II 11=1 11=1 I a ! i=I i I I I ( N o of . =1I1=III - - - - ' i=1 a MI 11 I I- ° - - ° ` , I I —I I — I_I I I MI ' ` I N o —III—I ( —I i i—III III—_ I (4) #5 BARS EQUALLY SPACED (TYP.) (=i I ; I— —I I d (4) #5 BARS EQUALLY SPACED (TYP. ) ! I=III= 1 I I=1 11—I I _ _ — --- !° < i III=�I ! i I —I I II ° !` ° ° a I1 I II I II I I� CONCRETE PIER 1 _ CONCRETE PIER (TYP.) I=1 (_I — ' CABINET ELEVATION A CABINET ELEVATION B SITE MN -MSP0033 1 /4"x3"x24" PLATE HVAC CONCRETE PIER (TYP.) 1 /2" 0 U-BOLT PRIOR LAKE-S HWY 13 3" 0 STD WT( . NOTE: � & CANDY COVE CONCRETE STRENGTH . THE H-FRAME DESIGN WAS PROVIDED BY FOR 3" 0 STD. Wr. _ _ _ GALVANIZED PIPE CLEARWIRE & IS A KIT WHICH CAN BE I TRAIL SE Vc = 3 , 000 PSI PIPE (TYP.) UNISTRUT P1000 PURCHASED THROUGH CLEARWIRE Rebar: Grade 60 of � (TYP. OF 3) 15777 SOUTH HWY 13 i PRIOR LAKE, MN 55372 / 1 DRAWN BY. JLR O ^ ♦ ♦♦'L` "� � � RA , "' Y �� ✓ CHECKED BY' Dti ' .• • • " L� i DATE 10/19/09 RF & BACKHAUL i q� 0=• • •• USED •••• PROJECT #: 43-101 CABLE ENCLOSURE /� 'j _ > ;qw PROFE'SIO�!�� • _ SHEET TITLE <A � � i ELECTRICAL go mb E2 181 R H-FRAME( EQUIPMENT PANEL DETAILS ice / ,�� s • . • • • '` cz;O�Q� SHEET NUMBER 1 CABINET PLAN POST " POLE" MOUNT �TFaFr�11y�' t C = 4 t „ . tLL , , , , SCALE: N .T.S. n ' � m DRAGON WAVE RADIO THE AIR SYSTEM CONSISTS OF A MODEM UNIT MATCHED WITH DRAGONLINK RADIO. L c g HUBER SUHNER ANDREWS OR � yg SURGE SUPPRESSOR �;� RADIOWAVE WHEN USING THE SPLIT IDU/ODU CONFIGURATION, THEE MODEM UNIT IS LOCATED INDOORS C � W 3402. 17.0 N FEMALE MICROWAVE DISH OR WITHIN A WEATHERED RESISTANT ENCLOSURE , AN IF CABLE IS CONNECTED BETWEEN p TON MALE DRAGON WAVE HORIZON THE MODEM UNIT AND THE RADIO ASSEMBLY WHICH IS TYPICALLY MOUNTED DIRECTLY TO � THE DISH ANTENNA. TRANSCEIVER/MODEM � � 3 oa 22M z � d+e THE ODU CONFIGURATION CONSISTS OF AN OUTDOOR UNIT CONTANING ALL MODEM FUNCTIONALITY. SINCE THE ODU IS TOWER MOUNTED, THE IF CALBE CONSISTS OF A SHORT � JUMPER CONNECTING THE ODU DIRECTLY TO THE RADIO/ANTENNA ASSEMBLY. n� • ANDREWS OR - COMMSCOPE ^� RADIOWAVE � Wo FXL780 u V IF JUMPER CABLE CAT 5 u MICROWAVE DISH U N � ¢ N MALE TO N MALE BELDEN _ e 7919A I li I co DRAGONWAVE IDU II III 0 RADIO III (�I � i 1 II 0 � i J� ' I II 90 i = � � ETHERNET SERIAL I j �� � Z w mlfln I OMNITRONIX DRAGONWAVE F N � � HUBER SUHNER SURGE I SNMP-UNKSL81 PONE SURGE RADIO ANTENNA 3 mir �t 00 00 SUPPRESSOR 3402. 17. 0 N FOUNDRY NETWORKS ; ARRESTOR �i ODU (MODEM) ua y 11 OMNITRONIX POWER VALERE Z o . . x FAST EDGE2402 ( � t0i cooaal° FEMALE TO N MALE RBus PBIONIXP POWER ETHERNET OUT-OF-BAND ANTENNA GROUND BAR IN 10/100/1000 MANAGEMENT ASENTRIA SITE TELCO BOX BASE-T CONTROLLER I 4 NOTE: THE SFX RF JUMPER CABLE MAY BE OMITTED ALLOWING THE MAIN I� K FEED LINE TO BE CONNECTED DIRECTLY TO THE HUBER-SUHNER SURGE FOUNDRY NETWORKS SUPPRESSOR LOCATED ON THE DRAGONWAVE RADIO , FAST EDGE 2402 VALERE POWER I� IDU (MODEM) w o THE TOWER TOP "N" FEMALE CONNECTOR ON THE MAIN FEED LINE WILL BE OMITTED AND REPLACED WITH AN "N" MALE TO ALLOW CONNECTION i1 TO THE SURGE SUPPRESSOR. , DRAGONWAVE PACT DRAGONWAVE 1 �11futrrrr MPACT DRAGONWAVE ARCHITECTURE HORIZON ARCH TOECTURE HORIZON ARCH TOECTURE a`.' �\ Mba ERMgM`V °,� 2 : rn wIw Oil^ ° o o z ! LESS > ; W PP ENGINEER N I o Z e re • • ° ° ° ° ° ° • ° �'Of rq ,tip . MOTOROLA PTP 400 POLYPHASER (LSXL-ME) r of M0"`;T �` I OUTDOOR UNIT LIGHTNING ARRESTOR) REDLINE T58 MOTOROLA PTP 400 - ANDREWS (N MALE TO N FEMALE) TRANSCEIVER OUTDOOR UNIT ANDREWS ANDP2F25NXA Z ANTENNA POLYPHASER (103A125T-A) ANDREWS ANDP2F25NXA POLYPHASER (LSXL-ME) LIGHTNING ARRESTOR ANDP2F25NXA POLYPHASER (LSXL-ME) ANTENNA LIGHTNING ARRESTOR) (F FEMALE TO F FEMALE) ANTENNA LIGHTNING ARRESTOR) (N MALE TO N FEMALE) , (N MALE TO N FEMALE) BELDEN 7916 (0-2251) OR SITE MWMSP0033 RG11 CABLE (225'-3001) _ CAT 5E (F MALE TO F MALE) I 1 BELDEN = PRIOR LAKES HWY 13 I 7919 = CAT 5E & CANDY COVEBELDEN 7 '.. RF JUMPER CABLES 18" RF JUMPER CABLES SHIELDED t9 TRAIL SE (N MALE TO N MALE) (N MALE TO N MALE) BLACK CABLE RF JUMPER CABLES 6' LMR 240 CABLE SHIELDED RJ45 (N MALE TO N MALE) 15777 SOUTH HWY 13 TELCO ENCLOSURECONNECTOR PRIOR LAKE, MN 55372 (F MALE TO F MALE) TELCO ENCLOSURE PIDU I REDLINE IDU 4mm DRAWN BY JLR CHECKED BY: Ol.1 ETHERNET ETHERNET I DATE* 10119/09 OMNITRONIX ETHERNET SERIAL POE CABLE � - - - - - - - - - � OMNITRONIX SNMP-LINK SL81 OMNITRONIXTRANSTE I SNMP-LINK SL81 PROJECT p as-1o1 FOUNDRY NETWORKS CITEL PSAX09-FW/FF sNMP-LwKSL81 FOUNDRY NETWORKS FAST EDGE 2402 ONINITRONMPOWER VALERE LIGHTNING ARRESTOR FOUNDRY NETWORKS VALERE POWER INJECTOR OAINITRONIX POWER VALERE SHEET TITLE POE CABLE BUS Pal POWER (F FEMALE TO F FEMALE) FAST EDGE 2402 OLINITBUSP9IOWER FAST EDGE 2402 Bus FBI POWER MICROWAVE POWER G INSTALLATION ROUND BAR IN DIAGRAMS TELCO Box REDLINE ARCHITECTURE SHEET NUMBER MOTOROLA ARCHITECTURE - (ORTHOGON ) ( MODEM CONFIGURATION ) REDLINE ARCHITECTURE Awl POE CONFIGURATION ) PROPOSED CLEARWIRE ° � \ 0 r v DIRECTIONAL ANTENNAS PROPOSED CLEARWIRE rn PROPOSED CLEARWIRE NOTE: — � �,{J C ` '" & PANEL ANTENNAS ON DIRECTIONAL ANTENNA N DIRECTIONAL ANTENNA PROPOSED DIRECTIONAL/ PANEL Sr.. a)) 4ya PROPOSED (3) SECTOR AT 121 '-6" A.G. L. o°j AT 118'-3" A. G . L. ANTENNAS WILL BE POSITIONED • C w x T-ARM MOUNT i BASED ON PENDING STRUCTURAL O ANALYSIS ��► � � EXISTING FAA LIGHTS NOTE: THIS MOUNTING PLATFORM IS A GRAPHICAL N a 005 = Z �o REPRESENTATION OF THE PLATFORM ON THE AZ = 2700 I- IO GUYED TOWER TAKEN FROM PHOTOS W mw Wa - O Q QV/ (p o g o EXISTING ( 2 ) DI� PROPOSED DAP-HEAD (TYP.) 111 F� p TO BE REMOVED }I 03 h. , TD G PROPOSED CLEARWIRE a 3 _ I GROUND KIT AT RAD \ a rn TTTc CENTER PROPOSED PANEL ANTENNA = =' 0am ,9 z mp EXISTING ANTENNA) i \ ( � 3 ma0 t ' z o � � 0 oDc 6 J 3234° u man. , o . I oD' "� N 1 f +i PROPOSED CLEARWIRE ( + _ N n EXISTING GUYED � "--- DIRECTIONAL ANTENNA AT Z a + ; a` �— TOWER 120'-0' A. G. L. �ttiiveivl ' ` ��� MMERMA /v ��! w IW NOTE: tr� EXISTING OMNI ��� ° ° ° ° ° ° • � •'� ¢ m Q PROPOSED DIRECTIONAL/ PANEL -' -� ANTENNAS WILL BE POSITIONED f ANTENNA PROPOSED (3) SECTOR ° •`° %A o o � , :. PROPOSED CLEARWIRE ° O z BASED ON PENDING Ij�` i" DIRECTIONAL ANTENNA AT T-ARMS MOUNT ` O 10EKSEp Q ¢ •� n DIRECTIONAL DESIGN AND 120'-0" A. G.L. xs STRUCTURAL ANALYSIS. -' ' °� PRE� ��yE�R i I N J CLEARWIRE CM IS TO VERIFY Q + z ANTENNAS AND MOUNT WITH {� 'I % °•.�° ° •° �� STRUCTURAL ANALYSIS. N� k ' �':�Sy ° ° ° • • • ° • ' ° lJ�G�O.`� `~ o o w ¢ 1 2 PROPOSED ANTENNA ORIENTATION I Z i o NOTE: �5 - SET ALL AZIMUTHS OFF OF TRUE NORTH '• rE' OFM�N W R a w I , ! ADD ANY STABILIZATION OF THE I , o w F r DIRECTIONAL ANTENNAS PER I'7i ' N o c� THE STRUCTURAL ANALYSIS ,';. �. PROPOSED CLEARWIRE � �� ?I (3) 2" INNERDUCT = ' O i6' 1 CONDUITS AND RET I a U CABLES # OF WHITE F37901 AZ ODU MODEL # DIA RECEIVE I RAD OUAN COAX CABLE TABLE I 1 O ❑ QQ j e COLOR BANDS TYPE SITE CENTER CABLE USE # RUNS MODEL # DIA. LENGTH I- Wi 0 1! • SECTOR - 1 j OW i DIRECTIONAL 7,11910 VHLPI -23 24!'0 MN-MSP0127 + 121 '-6" 1 1 - 1 /2 ± 14U o Z w ANTENNAL z a LLO �j SECTOR - 2 + ±140' O W ®,I / DIARNTENNA L 2 45310 23,0735° TBD 30"0 MN-MSPo352 - 118'-3" 1 1 - 1 /2 SECTOR - 3 SITE MN - MSPO033 DIRECTIONAL 3 37903 76.3234° VHLP2-18 24' 0 MN-MSP0801 ± 120' 1 1 1 /2 ± 140' ANTENNA PROPOSED CLEARWIRE S CTOR 4 PRIOR LAKE-S HVVY 13 z j GROUND KIT AT BASE E-BAND & CANDY COVE �Iy; DIRECTIONAL 4 37902 209A37° 24"0 MN-MSP0353 ± 120' I 1 i 1 /2 ± 140' O ' PROPOSED CLEARWIRE soGHz TRAIL SE Q ANTENNA k d ❑ ?1t EQUIPMENT CABINET ON PROPOSED WFRAME 15777 SOUTH HWY 13 PRIOR LAKE, MN 55372 b=r� 9Ia : t Fr" e1 COAX CABLE TABLE #? EXISTING SHED CTYP.) )}I y, �, c SECTOR RAD `r ^ �` ,� •' `� } a COLOR CODING MODEL # CENTER OUAN CABLE USE # RUNS MODEL # DIA. LENGTH EXISTING CHAIN-LINK- ~ FENCE (TYP.) N,d GRAM 8V AIR'I; ., 1s; ti�U�. • '",�_ { f : SECTOR - 1 KATHREIN ± 120' 1 - 1 /2 + 14U 4 �•�•_ .a. �-�• RED 30° CHECKED BY' OM PANEL ANTENNA 840 10054 T,'3. ,`a I/ y� : _. _ __ DATE. 701'19/09 ME z I Y SECTOR - 2 150° KATHREIN + 120' 1 1 1 /2 ±140' Ste^ �� /I v ❑ UD y PANEL ANTENNA BLUE 84010054 - PROJECT M' 43-0Bt ��. 7• e. I II l + it 11 SHEET TITLE� !' i� SECTOR - 3 I KATHREIN GRADE I PANELANTENNA I YELLOW I 270° ( 84010054 ± 120 1 1 1 /2 ± 140' TOWER ELEVATION & ANTENNA PLAN SHEET NUMBER 1 TOWER ELEVATION 3 PROPOSED ANTENNA SCHEDULE SCALE: 1 " = 10'-0" - ANT 1 SET ALL AZIMUTHS OFF OF TRUE NORTH A — SUITABLE FOR MOUNTING TO 65mm- 115mm (2. 5' TO 4. 5') I PIPE (NOT SUPPLIED) W c $ 89 i� 5... sc O _ < PROPOSED GALV, PIPE CAP _ lz � >, Z 3 cos PROPOSED 4 1 /2"DJ ANTENNA O I ; MOUNTING PIPE I � � w& I i HORIZONTAL COMPACT ODU Q ) N UNIT BOLT TO MW ANTENNA �� •- ' £� REAR AS REQUIRED `( B PROPOSED CLEARWIREI•. j I E c DIRECTIONAL ANTENNA I m ill I I i J Too 0 Oy is PROPOSED RADIO (V T I G J co G PROPOSED CARRIER PLATE I C = m MOUNTING HARDWARE (TYR) 00 0D 0J PROPOSED DAP HEADl{ i" i I W ° s U ti b 0 0 D 0 � u to 0. PROPOSED CLEARWIRE PANEL ( I� ANTENNA. KMW #HB-X-WM-17-65-OOT `l Ilia. +14 .1 NOTE: ADD ANY STABILIZATION OF THE 12" DISH ANTENNA --� 24" DISH ANTENNA .��� L1OM`ERM,4N'�� � 4 m MICROWAVE ANTENNAS PER THE �� DIMENSIONS IN mm (INCHES) DIMENSIONS IN mm (INCHES) 1 . •' ° ' • . �e ( 0 A ...... 389 15, 30 STRUCTURALANALYSIS A 663 26. 1 B 358 14, 10 B 358 ( 14, 1 ) lie p c 72 2so C 7z 2. Bo - '' • 4ROFESS10NAL ? II 1 dimE 220 (8.70) E 335 (13. 2) _ 26181 ft • 0 1 TYPICAL ANTENNA SUPPORT DETAIL 2 DIRECTIONAL ANTENNA DETAILS ''f%�T oFlooll %N% ° X Z SCALE: NTS on > ¢ 0 I w SCALE: N.T.S. w� m a z w w ¢ 0 ti 0 1 , ALL ANTENNAS FURNISHED WITH DOWNTILT BRACKETS, CONTRACTOR SECTOR MARKING METHOD TO COORDINATE REQUIRED MECHANICAL DOWNTILT FOR EACH COLORED BANDS ANTENNA WITH RF ENGINEER.) 301 ° TO 600 RED RECOMMENDATIONS FOR ANTENNA SEPARATION ISOLATION TO AVOID PATTERN DEFORMATION 1 610 TO 180° BLUE 2, ANTENNA CENTERLINE HEIGHT IS IN REFERENCE TO ELEVATION 0'-011. 181 ° TO 3000 YELLOW ANTENNA HEIGHTS ARE SHOWN ON TOWER ELEVATION SEPARATION IN FEET, MEASURING FROM NOTE: Z ANTENNA EDGE TO ANTENNA EDGE 3, CONTRACTOR SHALL VERIFY ANTENNA TYPE, CABLE TYPE, AND 1 . MARK CABLES @ TOP & BOTTOM. — AZIMUTH WITH RF ENGINEER AND/OR CONSTRUCTION MANAGER PRIOR TO CONSTRUCTION, 2, CABLES SHALL BE ROUTED IN 2"0 INNERDUCT & MINIMUM PREFERRED I 4, LOCAL MAGNETIC DECLINATION FACTOR, PER THE NATIONAL ATTACHED TO TOWER WAVEGUIDE LADDER USING SITE MN -MSP0033 FREQUENCY IN MHZ (WIRELESS CARRIERS) HORIZONTAL HORIZONTAL VERTICAL I GEOPHYSICAL DATA CENTER IS 500'W BY 007'W PER YEAR UV-RESISTANT BLACK CABLE TIES WITH 40LB I MINIMUM BREAKING STRENGTH OR IN TOWER. PRIOR LAKE-S HWY 13 746 TO 806 (UPPER 700 MHz BAND, FUTURE USE) 2 4 2 3000 EX: THIS ANTENNA 5 COLOR CODING (ANTENNA ) & CANDY COVE AT 3300 WOULD BE 600 TRAIL SE 806 TO 946 (SPRINT iDEN, ATT, VERIZON) 2 4 2 IN THE RED SECTOR — SCALE : N . T. S . i 15777 SOUTH HWY 13 1710 TO 2000 (SPRINT, ATT, VERIZON, T-MOBILE, CRICKET, METRO PCS) 2 2 1 PRIOR LAKE , MN 55372 �# OF WHITE BANDS 2496 - 2690 (CLEARWIRE WMAX, OTHER BRS BAN OPERATORS) 2 2 1 1 St DIRECTIONAL FROM 00 1 1 DRAWN BY JLR GOING CLOCKWISE 2nd DIRECTIONAL FROM 0 CHECKED BY: CIA MICROWAVE BACKHAUL REFER TO MICROWAVE BACKHAUL SECTION BELOW GOING CLOCKWISE 2 DATE 10119/09 ANTENNAS WITHIN ANTENNAS WITHIN THIS RANGE SHALL BE THIS RANGE SHALL 3rd DIRECTIONAL FROM 00 3 PROJECT #: 43.101 CAVEAT: USING THIS APPROACH, THE "VERTICAL" ANTENNAS MUST BE EXACTLY VERTICALLY ALIGNED . ANY OFFSET WILL REQUIRED CONSIDERED IN THE BE CONSIDERED IN GOING CLOCKWISE _ ADDITIONAL SEPARATION ; THE RECOMMENDATION THEN IS TO USE THE HORIZONTAL SEPARATION VALUES i YELLOW SECTOR THE BLUE SECTOR SHEET TITLE 4th DIRECTIONAL FROM 0°GOING CLOCKWISE 4 ANTENNA SUPPORT DETAILS & NOTES ------- * MINIMUM 21NCHES (151NCHES PREFERRED) OF VERTICAL SPACING, AS MEASURED FROM RADOME EDGES 5th DIRECTIONAL FROM 00 5 1800 GOING CLOCKWISE SHEET NUMBER 3 ANTENNA SPACING MATRIX FOR AP ANTENNAS 4 ANTENNA SECTOR NAMING_ 6 COLOR CODING ( DIRECTIONAL ) SCALE : N . T.S . A N Tm2 HORISON DUO IF CABLE LENGTH NOTES Eag TO DETERMINE THE MAXIMUM CABLE LENGTH FOR A GIVEN CABLE , THE FOLLOWING CALCULATION MUST BE PERFORMED AT L C wpm BOTH THE TX IF FREQUENCY AND THE RX IF FREQUENCY, AND THE LOWEST OF THE TWO RESULTS USED AS THE MAXIMUM \� a "= a LENGTH. 5 0 '_ rw THE DRAGON WAVE HORIZON DUO IS AVAILABLE IN SEVERAL VARIANTS THAT HAVE DIFFERING REQUIREMENTS FOR W MAXIMUM IF CABLE LOSS, THE IF CABLE LOSS SHOULD BE CALCULATED INCLUDING ALL IF CABLE LENGTHS, (TX IF ALLOWED LOSS - CONNECTOR LOSS) / CABLE LOSS PER 100' ` 100' (ALL AT 700 MHz.) L (�0 a 2' � oa' CONNECTORS, SURGE ARRESTORS AND JUMPERS . THE TABLE BELOW DETAILS THE 3 MAJOR HORIZON DUO VARIANTS = tea (RX IF ALLOWED LOSS - CONNECTOR LOSS) / CABLE LOSS PER 100' ` 100' ALL AT 1900 MHZ AND THEIR MAXIMUM ALLOWED IF CABLE LOSS IN DB. NOTE THE PART NUMBER (PN) SHOWN ON THE LABEL. ( .) N � x6a mm DRAGONWAVE HAS DETERMINED THAT THE DWI SUPPLIED PATCH CABLES (ONE 6' AND ONE 15') PLUS TWO SURGE ��n�J♦♦ cle W Wo ARRESTORS CREATE 1 . 1DB OF CONNECTORS LOSS @ 700 MHz, AND 2.ODB IF CONNECTORS LOSS @ 1900 MHz. Eo ALLOWED TX IF ALLOWED TX IF ♦ , N HORIZON DUO TYPE/LABEL CABLE LOSS CABLE LOSS THE EXAMPLE BELOW USES TIMES MICROWAVE LMR-600 CABLE, THE MANUFACTURE'S SPECIFICATIONS INDICATE V (p w (-700 MHz) (^1900 MHz) THAT THIS CABLE HAS LOSSES OF 2. 18 DB/100' @ 700 MHz AND 3.9 08/100' @ 2000 MHz. (THE HIGHEST TEST POINT DATA IN THE EXAMPLES.) Do SINGLE MODEM , SINGLE IF (NO INTERNAL COMBINER) THE SYSTEM WE'RE DOING TO CALCULATE CABLE LENGTH FOR IS A HIROZON DUO , DUAL MODEM , SINGLE IF, THIS VARIANT o o a o OF THE HORIZON DUO CONTAINS AN INTERNAL COMBINER SO HAS DECREASED CABLE LOSS ALLOWANCES COMPARED TO9 (Dw OTHER VARIANTS. R a,I. .j I Co DO HORIZON DUO IDU 0 S - 03Oo DragonWave (6 .513B - 1 , IDB) / 2. 18` 100 = 247 (FEET) D 0 ( 13 .5DB - 2.ODB) / 3. 19` 100 = 294 (FEET) Z in m ��n PN : 60-000367-01 10.0 DB 17. 0 DB r ( ' 3 M cc FEET OR 75 METERS IS THE LOWEST RESULT, AND WILL BE THE MAXIMUM RECOMMENDED CABLE LENGTH FOR LMR-600. W p Z 00 0 .y 1. MTH YR NOTE THAT HORIZON DUO UNITS IN DUAL MODEM , DUAL IF CONFIGURATION MAY USE AND EXTERNAL COMBINER, IN THIS � 0 (0 a a- � CASE THE EXTERNAL COMBINER'S LOSS MUST BE INCLUDED IN THE LOSS CALCULATIONS. www, dragonwaveinc.com MADE IN CANADA SERIAL NUMBER DW5Dxxxx), SYSTEM CAPACITY 1 ( ► OUTER HORIZON DUO HORIZON DUO HORIZON DUO SINGLE MODEM, SINGLE IF (NO INTERNAL COMBINER) CABLE TYPE DIAMETER SINGLE MODEM, DUAL MODEM, DUAL MODEM, W OF CABLE SINGLE IF SINGLE IF DUAL IF o a` 2' HORIZON DUO IDU TIMES MICROWAVE DragonWave 3/8" 250' OR 76M 142' OR 43M 250' OR 76M LMR-400 PN: 60-000367-02 6.5 DB 13. 5 DB TIMES MICROWAVE 9/16" 385' OR 117M 223' OR 68M 385' OR 117M LMR-600 MTH YR TIMES MICROWAVE ( w 0 7/8" 570' OR 174M 328' OR 99M 570' OR 174M Z LMR-900 0 o W < www.dragonwaveinc.com MADE IN CANADA a M Z ANDREW 7116" 290' OR 88M 167' OR 51M 290' OR 88M w crri °° W SERIAL NUMBER DW5Exxxx) , SYSTEM CAPACITY 2 LDF2-50A W p W w ANDREW LDF4-50A 5/8" 462' OR 141M 265' OR 81M 462' OR 141M a SINGLE MODEM, SINGLE IF (NO INTERNAL COMBINER) ANDREW 7/811615' OR 187M 362' OR 110M 615' OR 187M LDF4. 5-50A HORIZON DUO IDU ANDREW 1 1 /16" 806' OR 246M 47V OR 144M 806' OR 246M DragonWave LDFS-50A EUEN —H PN : 60-000367-03 � 10.0 DB 17.0 DB EC1 50 3/8" 235' OR 72M 135' OR 41M 235' OR 72M c' EUPEN 7/16" 326' OR 99M 186' OR 56M 326' OR 99M MTH YR EC2-50 www.dragonwaveinc.com MADE IN CANADA EUPEN 1 /2" 462' OR 141M 265' OR 81M 462' OR 141M SITE MN -MSP0033 EC4-50 SERIAL NUMBER DW5Fxxxx), SYSTEM CAPACITY 3 BELDEN 3/8" 212' OR 65M 116' OR 35M 21Z OR 65M 9913 PRIOR LAKE-S HWY 13 & CANDY COVE CABLE OPTION DESCRIPTION TRAIL SE 0 MANUFACTURER: COMMSCCPE 6 PART NUMBER: 5731 15777 SOUTH HWY 13 RG6 D F CONNECTOR: THOMAS & BETTS # LRC-SNS-6 PRIOR LAKE, MN 55372 3 MAXIMUM CABLE LENGTH: 225 FEET WITH 2 IF LIGHTING ARRESTOR MICROWAVE CABLE DISTANCES MAXIMUM CABLE ATTENUATION AS DISPLAYED ON REDLINE GUI : 11 DB �` MERlljgiy�,� ', EQUIPMENT DISTANCE MANUFACTURER PART NUMBER REDLINE UP TO 300' BELDEN BELDEN 7919A CAT 5 MANUFACTURER: BELDEN �` � • • , DRAWN BY: JLR 7919 CATS PART NUMBER: 7919A .• p REDLINE UP TO 200' ANDREW FSA1 75 1/4" SUPERFLEX 75 OHM _,_.._............. o F CONNECTOR: CAT 5 SHIELDED CONNECTOR Ep REDLINE 201 ' TO 309 ANDREW LDF4-75A 1 /2" HELIAX 75 OHM CHECKED BV: Oht MANUFACTURER: BELDEN O IFg$IONAL • DRAGONWAVE 0' TO 250' COMMSCOPE SFX500 DATE. 70/19/09 PR EER DRAGONWAVE 251 TO 350' COMMSCOPE FXL540 a PART NUMBER: 7731A 1rf1GINMe PROJECT t 43-101 6181 - DRAGONWAVE 351 TO 700' COMMSCOPE FXL780 RG-11 F CONNECTOR: FP-C71A BY CANARE 2 DRAGONWAVE OVER 700' COMMSCOPE CONTACT ENGINEERING MAXIMUM CABLE LENGTH: 400 FEET WITH 2 IF LIGHTING ARRESTOR MOM ONE .•' �`t� SHEET nTLE MAXIMUM CABLE ATTENUATION AS DISPLAYED ON REDLINE GUI : 12 DB �, ` • �0 � MOTOROLA (ORTHOGON UP TO 300' BELDEN BELDEN 7919A CAT 5 IF CABLE T " • • ° MANUFACTURER: ANDREW CORP �''��, ,T� OFM �� NOTES 4 PART NUMBER: LDF4-75 SHEET NUMBER HELIAX a N CONNECTOR: L4NF-7550 (FEMALE) MAXIMUM CABLE LENGTH: 750 FEET WITH 2 IF LIGHTING ARRESTOR MAXIMUM CABLE ATTENUATION AS DISPLAYED ON REDLINE GUI : 12 D13 T - 3 NOTES: 1 . LEAN CONCRETE, RED-COLORED TOP, MAY � � � � � � / t , 0 BE USED IN PLACE OF COMPACTED SAND. ( ` ( 1 C &sg 2. BURY CONDUITS 6" BELOW FROST LINE AT �� ✓� l »1 �� \ K ` r .' S �� l ( / ) / «� 42" BELOW GRADE � � ✓ C ( \l � , rr c� 11l ` �� �� " • p � � - wog 1 N 3, CONDUIT SIZE, TYPE, QUANTITY AND rr{�i��1 J ( ��� 7�( � 1 >' FINISHED GRADE, OR GROUND SEPARATION DIMENSION TO BE VERIFIED ) C Wo �- �- L m = a ago § COVER MATCH SLOPE AND WITH LOCAL UTILITY COMPANY �� �( ) /v � � ) Cyr \� J 3 8 ' Q s THICKNESS OF EXISTING TRENCH REQUIREMENTS )> C UNDISTURBED SOIL ( CAUTIONARY TAPE C � ` J � ✓J U �' ^ I N aSko co r Do COMPACTED BACKFILL WITH V ( ) �_J J T ` C N \\ \\/�\\ SATISFACTORY NATIVE OR C �( /} ` / ✓ SCALE IS FOR 11xi7MEDIA I ODv IMPORTED SOIL T095% PROCTOR / � � \ �J J T a C / rCIV, NSEHALFSCAIEFOR24n36MEowI Oo00 ( \ \ o m \/ COMPACTED SAND ( (om ^ \\ \\ \\ \\\/ (SEE NOTE 1 ) �C �, J 0 � � Lo Lo ( air r I- not COMPACTED SAND L �J / EXISTING SHED r Wo m00 CONDUITS FOR BED (SEE NOTE 1 ) J C _ ` Z o i . x ELECTRICAL & � 0 0 o L o ANTENNA SHARING � J k / C 0 toG. a7,_ WHERE APPLICABLE 6" (MIN) I 4" MIN. TO SECONDARY ELECTRIC / ` . ( n,P) 12" MIN. TO PRIMARY ELECTRIC I PROPOSED CLEARWIRE L +&NV4 ' IIb EQUIPMENT CABINET ON A PROPOSED H.FRAME 1 UTILITY TRENCH DETAIL PROPOSEDUTICITYH-FRAME PHASE < m o SCALE: N.T.S. C( EXISTING GUYED — I PH METER IOI208V SINGLE PROPOSED 8' WIDE ( ✓J � TOWER � � UTILITY ROUTE `` GENERAL SPECIFICATIONS PROPOSED 1 -1 /2" 0 UNDERGROUND 1 . WIRING SHALL BE AWG STRANDED COPPER WITH THHN OR EQUIVALENT INSULATION . #12 EXISTING TRANSFORM CONDUIT WITH (3) # 1 & #6 GROUND ER T r ^� MINIMUM INSTALLED IN 1 /2" MINIMUM CONDUIT, SIGNAL WIRING SHALL BE INSULATED #22 T CONDUCTOR FOR ELEC. SERVICE FROM PROPOSED METER/ DISC. TO PROPOSED AWG , NO BX OR ROMEX CABLE IS PERMITTED, CONDUITS SHALL BE SURFACE MOUNTED. T � C )� z Z _ /` T %� CABINET (15± L. F.) o o z 2 . WIRING DEVICES AND EQUIPMENT SHALL BE UL LISTED SPECIFICATIONS GRADE. Cr ��� �lic � > o W �{ ' C � ✓J // W W 3 , MATERIALS SHALL BE NEW AND CONFORM TO THE APPLICABLE STANDARDS ESTABLISHED FOR EACH ITEM BY THE ORGANIZATIONS LISTED BELOW. J % f O � r / Ly r \ EXISTING TELCO \ AMERICAN SOCIETY OF TESTING MATERIALS (ASTM) PEDESTAL X f W / < )� r -UNDERWRITER'S LABORATORY (UL) -NATIONAL ELECTRICAL MANUFACTURING ASSOCIATION (NEMA) 0 f _ 1 � / � ` l -AMERICAN STANDARDS ASSOCIATION (ASA) f ,` ``- l -NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) f �j\/ �\/ ul 4, INSTALLATION OF MATERIALS SHALL COMPLY WITH REGULATIONS OF: 1_ f _ ! r' 6 1 l Z ' ,,THE NATIONAL ELECTRICAL CODE (NFPA 70) -THE NATIONAL ELECTRICAL SAFETY CODE (ANSI C-2) PROPOSED UNDERGROUND CONDUIT FOR -THE LIFE SAFETY CODE (NFPA 101 ) ELECTRICAL SERVICE FROM EXISTING ✓ r -LOCAL BUILDING CODES TRANSFORMER TO PROPOSED UTILITYT ( SITE MN-MSP0033 H-FRAME AND EQUIPMENT. ROUTE IS TO BE , �( 5 . THE ENTIRE SYSTEM SHALL BE SOLIDLY GROUNDED USING LOCKNUTS AND BONDING CONFIRMED WITH LOCAL POWER COMPANY. ! � (/ NUTS ON CONDUITS AND PROPERLY BONDED GROUND CONDUCTOR. RECEPTACLES AND \ )� Co PRIOR LAKE-S HWY 13 EQUIPMENT BRANCH CIRCUITS SHALL BE GROUNDED WITH A FULL-SIZED EQUIPMENT GROUNDING CONDUCTOR RUN IN THE CIRCUITS CONDUIT. 7�\L l / 1 & CANDY COVE 6 , OUTLETAND JUNCTION BOXES SHALL BE ZINC-COATED OR CADIUM PLATED STEEL. NOT EXISTING ACCESS � ✓� J TRAIL SE LESS THAN 4" SQUARE AND SUITABLE FOR THE TYPE SERVICE AND OUTLET, OUTLET AND DRIVE EXISTING ENCLOSED FENCE JUNCTION BOXES SHALL BE SURFACE MOUNTED AND LABELED WITH BRANCH CIRCUIT EQUIPMENT COMPUND 15777 SOUTH HWY 13 BREAKER NUMBER. r ^� PRIOR LAKE, MN 55372 7 . LABEL ALL EQUIPMENT SERVED FROM CLEARWIRE TECHNOLOGIES, INC. PANELBOARD \ i WITH PHENOLIC LABELS SIZED IN RELATION TO USAGE. DRAWN BY: JLR 8 , INDOOR CONDUCTORS SHALL BE INSTALLED IN EMT UNLESS NOTED OTHERWISE. �� EXISTING CHECKED BY: CIA OUTDOOR CONDUCTORS SHALL BE INSTALLED IN RIGID GALVANIZED STEEL UNLESS NOTED �� 7 BUILDING L�„�,� � r L- OTHERWISE. WHERE EMT IS USED, IT SHALL BE WITH ONLY LISTED COMPRESSION r ��`^� _' ` e�%�%(I •�.i • `����� J DATE 10119109 FITTINGS, NO SET SCREW FITTINGS SHALL BE ALLOWED. III `e - "� � ee JI � PROJECT #: 43-101 9 , CONTRACTOR TO PROVIDE AND INSTALL ENGRAVED LABEL ON THE CLEARWIRE (`t7 L / r' \ T' Z = ° ��� C�Y SHEET TITLE TECHNOLOGIES, INC. METER SOCKET ENCLOSURE. / ` L �J ( � 1 ^� e © : L9 ED CL �� SIONA UTILITY ROUTING PLAN I EER THIS SITE PLAN WAS CREATED OFF 1 NOTE: VJ � � ( 1 \ 4/ 1ION VIP N OF FIELD MEASUREMENTS BY THE CONTRACTOR IS TO FOLLOW 38 �89 ` e ` SHEET NUMBER DESIGNER, AS BOUNDARY SURVEY EXISTING UTILITY EASEMENTS WITH 1 UTILITY ROUTING PLAN P "°-, �sr ° ° ° < ° ° . . . • . ° ° • �o�Q'. WAS NOT SUPPLIED FOR PURPOSES THE PROPOSED UTILITIES. OF SITE LAYOUT & UTILITY ROUTING. I - SCALE: V= 20'-0" �'` gTEOFMI�N,G '�� m rtlin777 ' NEWINTERCONNECT / c 1 ANTENNA MOUNTING PIPE 8J WE o z II aoa ANTENNA GROUND, USE W4 41"Ir f�— SINGLE HOLE LUG EXISTING SHED O _ Fob m �j � m - 7z015 / 3 a NEW 6"x2"x1 /4" TINNED ANTENNA ` da GROUND BAR ATTACHED / ��� ♦♦ ` x u � � DIRECTLY TO TOWER / ( W E 06 EXOTHERMIC WELD CONNECTION ULTRAWELD 0 s r Z U N MCI � = TYP. "VD" 1 SCALE IS FOR 1 tx17 MEDIA low 00 HIGH PRESS "C" TAP p (USE HALF SCALE FOR 24x35 MEDIA) >'o 00 / o NEW COAX TIE TO SUITABLE GROUND. -RUN NEW #2 AWG GROUND m 101j_ I CABLE WIRE TO TOWER BASE GROUND BAR EXIST, TOWER p = m �o co p — GROUND RING ( r , � n ins NEW GROUND KIT ANDREW — PROPOSED BOTTOM BUSS BAR � 3 ma� '* CO MODEL # UGBKIT-0210 AT ATTACHED TO GROUND RING. z o s . . x TOWER TIE INTO NEW i� � D. n. Lp o o c o TOWER BASE GROUND BAR No' PROPOSED TOP BUSS BAR 92 GND. LEAD FOR u io CONNECTED TO BOTTOM BUSS � / '•t CABINET GROUNDING ( BAR WITH A HOME RUN LEAD � NEW CABINET � �� #2 GND. FOR — GROUND LEAD TO CABINET, POST (TYP.) +4' INSIDE. CONNECTION BY Ile OTHERS J� , 6" AWG STRANDED #2AWG TINNED o 0 GROUND WIRE BCW GROUND RING � �f`L GROUND �� . ' ♦♦/ \� . TEST WELL ,I j NEW PLATED GROUND `'L / 4 #2 GND.TO EXIST. BAR � GROUND RING TYP, OF 2 ( �` �� L i w #2 AWG SOLID TINNED #6 GND. FOR I ` - �� z z _ ! 0 o w GROUND WIRE EXISTING GPS ANTENNA I `�`� ��J l n a z GUYED 1 r / w 0 o w I l #2 AWG SOLID TINNED TOWER MASTER GROUND w I w a ! ' GROUND WIRE FROM ' - - ' BAR INSIDE TELCO o a CABINET GROUND BAR TO ENCLOSURE BCW GROUND RING \` j tL % %/ GROUND ROD, m a I (2) #2 GND. LEAD ' r y+/ � \ / TYP. i { FOR GROUND BAR 1 SITE GROUNDING DIAGRAM SCALE: N.T.S. 1 / #2 GND.TO °z GROUND RING FOR RAMS TYP. OF 0 PROPOSED CIEARWIRE '7 ° o 0 0 00 SITE MN -MSP0033 o g4� e°O jIN fJ C1�gCs�c >° ta- EXISTING GRAVEL EQUIPMENT CABINET ON A co morn o Q0- ot'000O0PoRo og oQo EXISTING GRAVEL PROPOSED H-FRAME ' ' o8�do�o 'nv o o o crop izr_cr�s o __�r�` i III—I I I- 0 o o -I I I •• I I I — COMPOUND —� ELECTRICAL X PRIOR LAKE-S HWY 13 i=1 I I III- o q i I—i I No g - I I i i I _ METER/ DISC.OA & CANDY COVE EXISTING SOILS TRAIL SE o " i I 10"x42"GROUND TEST WELL W( HDPE % 0 — R.-III COVER. HARGER MODEL # 3609942 15777 SOUTH HWY 13 ELECTRIC PRIOR LAKE, MN 55372 #2 AWG STRANDED NEW / _ GROUND LEAD SERVICE FROST LINE DRAWN BY JlR GROUND ROD - -I I—I III j I I #2 AWG SOLID CHECKED BY' , GROUND RING COPPERTINNED LEGEND: , SIN O� AERMq/Ni V it ° , GATE: 10119/09 EXOTHERMIC WELD (CADWELD) ;a�� e . ^ ° r! PROJECTx 43-101 �I I ( I I - EXOTHERMIC (UNLESS OTHERWISE NOTED) -� SHEET TITLE Nor NOTE: I I- I WELD i • i e" x 10' COPPER CLAD STEEL GROUND O ° LICENS>~Q SET TEST WELL COVER 1 " BELOW DRIVEN COPPER CLAD GROUND ROD �_ � - PR0��5'lOtdR) ° SITE DIAGRAM/AM`/ PLAN TOP OF GRAVEL LEASE AREA I I I ' (5/8"0 x 8'-0" LONG) HARGER MODEL # 588 �u�g18 �ft ° 1 e GROUND TEST WELL s� SHEET NUMBER - � " �� 3 GROUNDING PLAN ° °o;,% 2 TEST WELL DETAIL - --- GROUNDING WIRE `' ST� TFOF ;�1��'�`��, E = 2 SCALE: 1 "= 2'-0" r SCALE: NTS O GROUND BAR m Siemens load Center W0816MLI125 � ~ _ L ` 4 Ill � 4a 125 Amp, 8 Spaces • C s a w s 1 Phase, 3 Wire 1201240 VAC a m 0 ^ � C: a � 4 J J z Rf xaoc' Line 1 Line 2 Neutral NOTE: Lights of America Model7000 q - 2W6E plugs into one outlet. The other three � N = a� F outlets are for service personnel only. Safety 5 W Q. _ Receptacle , Duplex Outlet Ground _ 120 VAC, 20 Amps (0 20 AMP 3 N m 20 AMP 100 AMP O m 20 AMP 1 z o 100 AMP m 20 AMP 3 10GA o000 ri o LF O 20 AMP ® 30 AMP *GA . A, L14-20L o � � le Locking , 3 Pole 4 wiree1 t 1 t 30 AMP 250V 30 Amp o = y mLO W ; M � 00 X 2 0 ` . X c0i ° aoo.. L° i 10 GA Wired directly to AC Unit in a 4 square Junction Box ,�,� -Ice Cube, Model No, : 1Q400VS , 4 ,000 BTUs, 220 VAC, 4.7 Amps 'r 10 GA -Alternate , Ice Cube Model No, : 1Q600VS, 6, 000 BTUs, 220 VAC , 5.8 Amps ( ) • -Alternate, Kooltronics, Model No, : K2A4C4RP22RF, 4 , 000 BTUs , 220 VAC, 5. 8 Amps 4 NEMA, L14-20R Single Locking, 3 Pole 4 wire (1 ), All wiring 12 GA unless specified otherwise, except service entrance 125/250V 20 Amp (2) . Light of America IS 18" Florescent Light - Attached to inside roof (3). A230 ABD Q2100 held in place by retainer clip. I 10 GA z w w O o w Q z O Type QP, 100 Amp, 2 POLE, 120/240 VAC w o W w o a ° j � I �2 Type QP, 30 Amp, 2 POLE, 120/240 VAC y_ o Manufacture Part Number Description Approvals Siemens Electrical Distribution W0816ML1125 Load Center Nema 311 UL File E10703 03 Type QP, 20 Amp, Twin POLE, 120/240 VAC Siemens Electrical Distribution Q120, Q2100, Q230, Q22020 Circuit Breaker UL File E82615 Siemens Electrical Distribution QML12 Mechanical Lock Out Bar UL File El0703 ® Type QP , 20 Amp, 1 POLE, 120/240 VAC Pass Seymour L14-20R Single Recap 20 AMP Twist Lock UL 498 Siemens Electrical Distribution NIA Back Feed Main Breaker Buss UL File E10703 O Mechanical interlock, Siemens Part No. QML 12, LeviUon loorporated 2715 Flange Inlet 4 Prong 220V 30 AMP Connector I UL File El3399 used to lock 1 for back feeding electical service a , z 1 LOAD CENTER WIRING SCALE: NTS SITE MN - MSP0033 PRIOR LAKE-S HWY 13 & CANDY COVE t i TRAIL SE Type GT Type VN Type HS Type GR Type TA 15777 SOUTH HWY 13 THROUGH CABLE TO HORIZONTAL CABLE TAP TO HORIZONTAL CABLE TAP TO CABLE TAP TO TOP OF GROUND TEE OF HORIZONTAL RUN PRIOR LAKE, MN 55372 TOP OF GROUND ROD, VERTICAL STEEL SURFACE OR HORIZONTAL STEEL SURFACE ROD AND TAP CABLES, THE SIDE OF HORIZONTAL PIPE OR PIPE, CABLE OFF SURFACE, DRAWN BY. JIR T%J111111Slt , CHECKED BY. CIA �11ERI(4669 "gly<e' DATE: 10/19109 j W PROJECT & 43-101 Type W Type GY Type NC Type VS Type XB O ° SHEET TITLE _ >UT LICENSED THROUGH VERTICAL CABLE TO THROUGH CABLE TO SIDE THROUGH AND TAP CABLES CABLE TAP DOWN AT 45° TO CROSS OF HORIZONTAL a PROFESSIONAL LOAD CENTER DIAGRAM VERTICAL STEEL SURFACE OR OF GROUND ROD TO GROUND ROD VERTICAL STEEL SURFACE OR SIDE CABLES. LAPPED AND NOT Et1GItdEER & DETAILS TO THE SIDE OF EITHER OF HORIZONTAL OR VERTICAL PIPE. CUT 0 26W HORIZONTAL OR VERTICAL _ SHEET NUMBER PIPE 2 EXOTHERMIC WELD DETAILS rroF � A\a ��' SCALE: N.T.S. ` � f 1 16 1 1 111 + 1 . _ 3 GENERAL NOTES NOTES : NOTES : 1 . FOR THE PURPOSE OF CONSTRUCTION DRAWING , THE FOLLOWING DEFINITIONS SHALL APPLY: Q� C ws 1 . ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE CONTRACTOR - OWNERS CONTRACTOR s 1 . THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 SUBCONTRACTOR - GENERAL CONTRACTOR (CONSTRUCTION) c OWNER - CLEARRE D WI TO THE START OF CONSTRUCTION. UNLESS OTHERWISE NOTED. OEM - ORIGINAL EQUIPMENT MANUFACTURE D = 3 � + U � 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND 2. PRIOR TO THE SUBMISSION OF BIDS , THE BIDDING SUBCONTRACTOR SHALL VISIT THE CELL SITE 2, ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER WELDING SHALL CONFORM TO AISC. WHERE FILLET WELD SIZES ARE TO FAMILIARIZE WITH THE EXISTING CONDITIONS AND TO CONFIRM THAT THE WORK CAN BE S" o < `= � db UTILITIES WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2A IN THE ACCOMPLISHED AS SHOWN ON THE CONSTRUCTION DRAWINGS, ANY DISCREPANCY FOUND SHALL 3 � � W v ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE AISC "MANUAL OF STEEL CONSTRUCTION". PAINTED SURFACES BE BROUGHT TO THE ATTENTION OF CONTRACTOR. M N � o � �oz WORK, SHALL BE RELOCATED AS DIRECTED BY CONTRACTOR, EXTREME SHALL BE TOUCHED UP. p. CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING 3 . ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL APPLICABLE nmw OR DRILLING PIERS AROUND OR NEAR UTILITIES, SUBCONTRACTOR CODES , REGULATIONS, AND ORDINANCES. SUBCONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES 3. BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE �� 'y ago SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS WILL (3/4"Q!) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND LAWFUL ORDERS OF ANY t0 � Gp PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF THE WORK. INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION B) CONFINED UNLESS NOTED OTHERWISE, SPACE C) ELECTRICAL SAFETY D) TRENCHING & EXCAVATION. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 0 � GS AND 5/8" DIA. ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. .Fi > o p o 3. ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWN 4 , DRAWINGS PROVIDED HERE ARE NOT TO SCALE AND ARE INTENDED TO SHOW OUTLINE ONLY. Dp o d PROJECT SPECIFICATIONS, 5, INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE c o p coo O 5 . UNLESS NOTED OTHERWISE, THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, 0 1 PER MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE, THE APPURTENANCES , AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE a ?Jro ro 4. IF NECESSARY, RUBBISH , STUMPS, DEBRIS, STICKS, STONES AND OTHER ANCHOR BOLT, DOWEL OR ROD SHALL CONFORM TO DRAWINGS. 0 rn m REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY, MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS � Z m rn(� SHOWN ON THE DRAWINGS . NO REBAR SHALL BE CUT WITHOUT 6. "KITTING LIST' SUPPLIED WITH THE BID PACKAGE IDENTIFIES ITEMS THAT WILL BE SUPPLIED BY ' 1 Wr IEi 5, ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER PRIOR CONTRACTOR APPROVAL WHEN DRILLING HOLES IN CONCRETE, CONTRACTOR, ITEMS NOT INCLUDED IN THE BILL OF MATERIALS AND KITTING LIST SHALL BE S3 mf co UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL SPECIAL INSPECTIONS , REQUIRED BY GOVERNING CODES, SHALL BE SUPPLIED BY THE SUBCONTRACTOR. z p „ z BE REMOVED AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED PERFORMED IN ORDER TO MAINTAIN MANUFACTURER'S MAXIMUM 0 p o s ° AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE ALLOWABLE LOADS, 7, THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH 0 0O CL U. WORK, SUBJECT TO THE APPROVAL OF CONTRACTOR, OWNER AND/OR MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. LOCAL UTILITIES, STRUCTURAL STEEL NOTES : ='� 6. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE 8. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE ( � . SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION FOR APPROVAL BY THE WITH THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE. CONTRACTOR, 7. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY 9. SUBCONTRACTOR SHALL DETERMINE ACTUAL ROUTING OF CONDUIT, POWER AND T1 CABLES, FROM THE EQUIPMENT AND TOWER AREAS, GROUNDING CABLES AS SHOWN ON THE POWER, GROUNDING AND TELCO PLAN DRAWING, 8. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN 10, THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING GROUND. FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN AND STRUCTURES, ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF OWNER, ANY FILL OR EMBANKMENT, 11 . SUBCONTRACTOR SHALL LEGALLY AND PROPERLY DISPOSE OF ALL SCRAP MATERIALS SUCH AS 9, THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH COAXIAL CABLES AND OTHER ITEMS REMOVED FROM THE EXISTING FACILITY, ANTENNAS REMOVED UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION, ANY SETTLING SHALL BE RETURNED TO THE OWNER'S DESIGNATED LOCATION . En 3 OR SINKING FROM POOR COMPACTION WILL BE REPAIRED AT THE CONCRETE AND REINFORCING STEEL NOTES : 12. SUBCONTRACTOR SHALL LEAVE PREMISES IN CLEAN CONDITION . o g a z CONTRACTOR'S EXPENSE. Fn a w 1 . ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301 , w 0 ° 10. THE AREAS OF THE OWNERS PROPERTY DISTURBED BY THE WORK AND ACI 318 , ACI 336, ASTM A184 , ASTM A185 AND THE DESIGN AND m ° a NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE CONSTRUCTION SPECIFICATION FOR CAST-IWPLACE CONCRETE. ° o GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION a AS SPECIFIED IN THE PROJECT SPECIFICATIONS, 2 . ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE, SLAB 12, SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE FOUNDATION DESIGN ASSUMING ALLOWABLE SOIL BEARING DURING CONSTRUCTION , EROSION CONTROL MEASURES, IF REQUIRED PRESSURE OF 2000 PSF. DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL ABBREVIATIONS SYMBOLS GUIDELINES FOR EROSION AND SEDIMENT CONTROL. 3 . REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, z , DEFORMED UNLESS NOTED OTHERWISE, WELDED WIRE FABRIC AGL ABOVE GRADE LEVEL FT/Gj SOLID GROUND BUS BAR SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC BTS BASE TRANSCEIVER STATION S/N SOLID NEUTRAL BUS BAR SITE WORK GENERAL NOTES : UNLESS NOTED OTHERWISE. SPLICES SHALL BE CLASS "B" AND ALL (E) EXISTING HOOKS SHALL BE STANDARD, UNO, MIN MINIMUM R A SUPPLEMENTAL GROUND CONDUCTOR SITE MNWSP0033 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED N .T.S. NOT TO SCALE °T° 2-POLE THERMAL-MAGNETIC FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON REF REFERENCE ° o CIRCUIT BREAKER DRAWINGS: SINGLE-POLE THERMAL-MAGNETIC PRIOR LAKES HWY 13 RF RADIO FREQUENCY . . T. B. D. TO BE DETERMINED ° ° CIRCUIT BREAKER & CANDY COVE CONCRETE CAST AGAINST EARTH . 1 . 11 . 113 IN , T. B. R. TO BE RESOLVED DISCONNECT SWITCH TRAIL SE CONCRETE EXPOSED TO EARTH OR WEATHER: TYP TYPICAL #6 AND LARGER . . . . . . . . .. . . . . . . . . . . . . ... .2 IN. REQ REQUIRED M METER 15777 SOUTH HWY 13 #5 AND SMALLER & WWF. . . . . . . .. 1 1 /2 IN, EGR EQUIPMENT GROUND RING EXOTHERMIC WELD (CADWELD) PRIOR LAKE, MN 55372 CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR AWG AMERICAN WIRE GAUGE (UNLESS OTHERWISE NOTED) NOT CAST AGAINST THE GROUND: 5/8" x 10' COPPER CLAD STEEL GROUND ROD MGB MASTER GROUND BUS DRAM BY JLR SLAB AND WALL . . . . . . . . .. . . . . . . . . . . . . ..3/4 IN . — BEAMS AND COLUMNS, . . . . . . . . . . . 1 1 /2 IN. EG EQUIPMENT GROUND vets + " ° ° " � iorie 0 5/8" x 10' COPPER CLAD STEEL GROUND CHECKED BY: Om ,%` ��eRM ;v A �, ROD WITH INSPECTION SLEEVE 5, A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF BCW BARE COPPER WIRE a+'��i�` , > > • . 7I �.� DATE 10119ro9 CONCRETE, LINO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4 . ) . � °.o %^ EXOTHERMIC WELD (CADWELD) SIAD SMART INTEGRATED ACCESS DEVICR � , WITH INSPECTION SLEEVE PROJECT k na-�o� GEN GENERATOR " moo• L�Cf4 GROUNDING WIRE SHEET TITLE IGR INTERIOR GROUND RING (HALO) PROF G`��G4t CONSTRUCTION RBS RADIO BASE STATION �� �6 \64 • ' NOTES �� ��C ti= ao9•c e° �Q , SHEET NUMBER ELECTRICAL INSTALLATION NOTES (cont. ) : ELECTRICAL INSTALLATION NOTES : s 1 . ALL ELECTRICAL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, 25, NONMETALLIC RECEPTACLE, SWITCH , AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND C � W NEC AND ALL APPLICABLE LOCAL CODES. 2, CONDUIT ROUTINGS ARE SCHEMATIC. SUBCONTRACTOR RATED NEMA 1 (OR BETTER) INDOORS , OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. N SHALL INSTALL CONDUITS SO THAT ACCESS TO 26 , THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR s o EQUIPMENT IS NOT BLOCKED, BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. L (i1 2. WIRING , RACEWAY AND SUPPORT METHODS AND MATERIALS SHALL COMPLY WITH THE REQUIREMENTS 27, THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND goo OF THE NEC. DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD N 3 , ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MINIMUM CABLE SEPARATION AS REQUIRED BY AGAINST LIFE AND PROPERTY. D wwQ THE NEC. N g� 4 . CABLES SHALL NOT BE ROUTED THROUGH LADDER-STYLE CABLE TRAY RUNGS. Ada 5. EACH END OF EVERY POWER, POWER PHASE CONDUCTOR (I. E. , HOTS) , GROUNDING , AND T1 CONDUCTOR e 00 AND CABLE SHALL BE LABELED WITH COLOR-CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1 /2" a o 00 0 PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL), THE IDENTIFICATION METHOD SHALL CONFORM a L WITH NEC & OSHA. GREENFIELD GROUNDING NOTES : a TJ I co — co6 . ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH PLASTIC TAPE PER COLOR SCHEDULE, 1 . ALL GROUND ELECTRODE SYSTEMS INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING o z rn 0 ALL EQUIPMENT SHALL BE LABELED WITH THEIR VOLTAGE RATING , PHASE CONFIGURATION, WIRE PROTECTION , AND AC POWER GES'S) SHALL BE BONDED TOGETHER BELOW GRADE, CONFIGURATION , POWER OR AMPACITY RATING, AND BRANCH CIRCUIT ID NUMBERS (I. E. , PANELBOARD BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC. � 3 o- Do AND CIRCUIT ID'S). Z o y03 X 2 . THE SUBCONTRACTOR SHALL PERFORM IEEE FALL-OF-POTENTIAL RESISTANCE TO EARTH 7. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE TESTING (PER IEEE 1100 AND 81 ) FOR GROUND ELECTRODE SYSTEMS, THE SUB- � U a a. �W CLEARLY LABELED WITH PLASTIC LABELS. CONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 8 . ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL TO REMOVE SHARP EDGES, 3 , THE SUBCONTRACTOR IS RESPONSIBLE FOR PROPERLY SEQUENCING GROUNDING AND UNDERGROUND CONDUIT INSTALLATION AS TO PREVENTANY LOSS OF CONTINUITY IN 11 9. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE THE GROUNDING SYSTEM OR DAMAGE TO THE CONDUIT & PROVIDE TESTING RESULTS. CONDUCTOR (#14 AWG OR LARGER), 600 V, OIL RESISTANT THHN OR THWW2 , CLASS B STRANDED COPPER CABLE RATED FOR 90 °C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE 4 . METAL CONDUIT AND TRAY SHALL BE GROUNDED AND MADE ELECTRICALLY CONTINUOUS I F LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED. WITH LISTED BONDING FITTINGS OR BY BONDING ACROSS THE DISCONTINUITY WITH o 0 96 AWG COPPER WIRE UL APPROVED GROUNDING TYPE CONDUIT CLAMPS. 10, SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (#6 5 . METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND AWG OR LARGER) , 600 V, OIL RESISTANT THHN OR THWW2 GREEN INSULATION, CLASS B STRANDED CONDUCTOR, STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN COPPER CABLE RATED FOR 90 °C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER LOCATION AND RACEWAY SYSTEM USED, UNLESS OTHERWISE SPECIFIED, CIRCUITS TO EQUIPMENT. 11 . POWER AND CONTROL WIRING , NOT IN TUBING OR CONDUIT, SHALL BE MULTI-CONDUCTOR, TYPE TC 6 , EACH BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR = WITH GREEN INSULATED SUPPLEMENTAL EQUIPMENT GROUND WIRES, 6 AWG STRANDED CABLE (914 AWG OR LARGER) , 600 V, OIL RESISTANT THHN OR THWN-2 , CLASS B STRANDED COPPER OR LARGER FOR INDOOR BTS; 2 AWG STRANDED COPPER FOR OUTDOOR BTS. z COPPER CABLE RATED FOR 90 °C (WET AND DRY) OPERATION ; WITH OUTER JACKET; LISTED OR 0 ° w Z LABELED FOR THE LOCATION USED, UNLESS OTHERWISE SPECIFIED, 7, CONNECTIONS TO THE GROUND BUS SHALL NOT BE DOUBLED UP OR STACKED. BACK > FE o w TO BACK CONNECTIONS ON OPPOSITE SIDES OF THE GROUND BUS ARE PERMITTED. N o a 12, ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP-STYLE, COMPRESSION WIRE LUGS AND ' W WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATED FOR 8 , ALL EXTERIOR GROUND CONDUCTORS BETWEEN EQUIPMENT/GROUND BARS AND THE j OPERATION AT NO LESS THAN 750C (900C IF AVAILABLE), GROUND RING , SHALL BE #2 AWG SOLID TINNED COPPER UNLESS OTHERWISE INDICATED . 13. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE 9 , ALUMINUM CONDUCTOR OR COPPER CLAD STEEL CONDUCTOR SHALL NOT BE USED FOR GROUNDING CONNECTIONS. WITH NEMA, UL, ANSI/IEEE, AND NEC. 10 . USE OF 900 BENDS IN THE PROTECTION GROUNDING CONDUCTORS SHALL BE AVOIDED 14. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I . E, , RIGID PVC SCHEDULE 40 , WHEN 45' BENDS CAN BE ADEQUATELY SUPPORTED. OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. 11 , EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. Z 15, ELECTRICAL METALLIC TUBING (EMT) , ELECTRICAL NONMETALLIC TUBING (ENT) , OR RIGID NONMETALLIC 12 . ALL GROUND CONNECTIONS ABOVE GRADE (INTERIOR & EXTERIOR) SHALL BE FORMED USING HIGH PRESS CRIMPS. CONDUIT (RIGID PVC, SCHEDULE 40) SHALL BE USED FOR CONCEALED INDOOR LOCATIONS, 13 . COMPRESSION GROUND CONNECTIONS MAY BE REPLACED BY EXOTHERMIC WELD SITE MWMSP0033 16, GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS CONNECTIONS, ABOVE GRADE, 14, ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO PRIOR LAKE=S HWY 13 17. RIGID NONMETALLIC CONDUIT (LE. , RIGID PVC SCHEDULE 40 OR RIGID PVC SCHEDULE 80) SHALL BE THE BRIDGE AND THE TOWER GROUND BAR. & CANDY COVE USED UNDERGROUND; DIRECT BURIED, IN AREAS OF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED 15 , APPROVED ANTIOXIDANT COATINGS (LE. , CONDUCTIVE GEL OR PASTE) SHALL BE USED IN REINFORCED CONCRETE IN AREAS OF HEAVY VEHICLE TRAFFIC. ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. TRAIL SE 18 . LIQUID-TIGHT FLEXIBLE METALLIC CONDUIT (LIQUID-TITE FLEX) SHALL BE USED INDOORS AND 16 , ALL EXTERIOR GROUND CONNECTIONS SHALL BE COATED WITH A CORROSION RESISTANT OUTDOORS, WHERE VIBRATION OCCURS OR FLEXIBILITY IS NEEDED, MATERIAL, 15777 SOUTH HWY 13 PRIOR LAKE, MN 55372 19, CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION-TYPE AND APPROVED FOR THE 17 . MISCELLANEOUS ELECTRICAL AND NON-ELECTRICAL METAL BOXES, FRAMES AND LOCATION USED, SETSCREW FITTINGS ARE NOT ACCEPTABLE. SUPPORTS SHALL BE BONDED TO THE GROUND RING, IN ACCORDANCE WITH THE NEC. 20, CABINETS, BOXES, AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN , �' ERM r '� 18. BOND ALL METALLIC OBJECTS WITHIN 6 FT OF MAIN GROUND WIRES WITH 1 -#2 AWG DRAWN BY' JtR (\�� 7v/ r j� �'� TIN-PLATED COPPER GROUND CONDUCTOR. ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. ora crECKEoer: 21 . WIREWAYS SHALL BE EPDXY-COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING W` y�a ° • ° 9 ° o �� '% 19 . GROUND CONDUCTORS USED IN THE FACILITY GROUND AND LIGHTNING PROTECTION SYSTEMS SHALL NOT BE ROUTED THROUGH METALLIC OBJECTS THAT FORM A RING AROUND GATE: 10n9roe OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) .Oa o 11( FPS�q-AN THE CONDUCTOR, SUCH AS METALLIC CONDUITS, METAL SUPPORT CLIPS OR SLEEVES PROJECT R: 43A01 O E5S1 THROUGH WALLS OR FLOORS, WHEN IT IS REQUIRED TO BE HOUSED IN CONDUIT TO MEET 23, EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR e e <GIN s CODE REQUIREMENTS OR LOCAL CONDITIONS, NON-METALLIC MATERIAL SUCH AS PVC t &� n PLASTIC CONDUIT SHALL BE USED. WHERE USE OF METAL CONDUIT IS UNAVOIDABLE E.G. , SHEET TITLE IN EPDXY-COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) ��° ;° NON-METALLIC CONDUIT PROHIBITED BY LOCAL CODE) THE GROUND CONDUCTOR SHALL BE INDOORS OR NEMA 3R (OR BETTER) OUTDOORS c'°"< �� ELECTRICAL NOTES BONDED TO EACH END OF THE METAL CONDUIT, 24, METAL RECEPTACLE, SWITCH , AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY-COATED, OR NON-CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1 ; AND RATED NEMA 1 rr rr � FNISi , SHEET 1 (OR BETTER) BETTER INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. SP = 2