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Mountain Bell Building 1971 1998.PDF
_ - ----�.,��__ _.. - - � ' ' — _ ` _ _ -� - f ._. -- i - - -�1 � � � i � � � � � � � � .`µ Q _��� � - �. 0 '_� • � � . � � � � � _ U U U U U }" � � � � m J J � Q U � J � w Q z w w o � � (n ' ° �3 � i- Z � Q Z � W O -� a Z � (� � — o ? > � ��i. O O � � , � � � � � � � � W W W Lv = _ � � N � • � o�o n o Q • � � � � � . M N r- O Z PROJECT DIRECTORY LEGEND �/ ICINITY MAP FENCING } HEDR/CK �c �SSOC/A TES, L L C � OW N ER: U S WEST CO M M U N I CAr10 N S T T T T E LC 0 S E R V I C E CONSULTING ENG/NEER/NG SERV/CE � 1801 CALIFORNIA, STE 5100 DENVER, Co 80202 E E E E LE CT R i CAL S E RV I C E 5951 South Middlefield Ro�d, Suite 101 Littleton, Colorado 80123-2877 (303) 896-4383 — Tel: (303 798-9445 Fax: 303 798-9462 PROPERTY L(NE � � � CONTACT: BILL RIEDELL � APPLICANT: U.S. WEST WIRELESS, L.L.C. � '° � cas—cAS—cas— G A S L I N E � � 4301 E. COLFAX AVE , ROOM 314 ,o DENVER, CO 80220 ~�` (303) 398-8934 EXISTING FEATURE �� � S� � DENVER� � �� . s VAIL CONTACT: JOHN STEVENSON 24 IN COORDINATION WITH: CONSTRUCTION � SPRINT SPECTRUM LF. ` u 4683 CHABOT DRIVE SUITE � oo # DETAIL REFERENCE SYMBOL PLEASANTON, CA. 94588 � ' (510) 468-7873 , T-� PLAN REFERENCE SYMBOL .�� CONTACT: JIM McFADDEN PCS PROJECT �� - - T'-� ELEVATION REFERENCE SYMBOL ,� ir ENGINEER: HEDRICK & ASSOCIAIES, L.L.0 5951 SOUTH MIDDLEFIELD ROAD, SUITE 101 , � LITfLETON, COLORADG 80� 23 T-� SECTION REFERENCE SYMBOL (303) 798-9445 `'� CONTACT: JOE TOWNER, P.E. (�03) 884-2168 , k� SITE INFORMATION LEGAL DESCRIPTION DRAWING INDEX LIONSHEAD 160 MOUNTAIN BELL ROAD SITE PARCEL N0: 2101 -064-00-001 VAIL COLORADO T- 1 TITLE SHEET MTN- 18(USWEST)/#415(SPRINT) SITE NAME: MTN-18 US WEST C0. LEGAL DESCRIPTION: C - 1 ENLARGED PLAN A TRACT OF LAND IN THE SOUTHEAST ONE—QUARTER, SOUTHEAST C — 2 E L E VAT I 0 N S DESIGN TYPE .� ONE—QUARTER; SECTION 6, TOWNSHIP 5 SOUTH, RANGE 80 WEST OF THE C — 3 S T R U C T U R A L D E TA I LS A N D N 0 T E S 6TH P.M., EAGLE COUNTY, COLORADO. I N D 0 0 R E Q U I P M E N T LATfITUDE: 3s• 3s' 46n � C -4 STRUCTURAL DETAILS � AND EXISTING TOWER LONGITUDE: �os• 22� 4s�° E - 1 ELECTRICAL CALCS & ONE — LINE DIAGRAM — MOUNTED ANTENNA SITE ADDRESS: 160 MOUNTAIN BELL ROAD (169) NORTH FRONTAGE U S �U E S T/S P R I N T SHEET TITLE va��, COLORADO E - 2 ELECTRICAL SITE PLANS — - P ROJ ECT OVE RVI EW us �vES-r SPRINT �������'�-�_� � .� �,.�� �� � TITLE � ��������� - • INSTALL 15�X�s' EQUIPMENT SHELTER. E - 3 ELECTRICAL DETAILS — USWEST/SPRINT ` � H T .� � � • INSTALL BTS EQUIPMENT IN SHELTER. E - 4 ELECTRICAL DETAILS — US WEST/SPRINT =�= • INSTALL ANTNENNA'S ON EXISTING BUILDING TOWER AND CONNECT BTS TO � SHEET NUMBER RE . , ANTENNAS WITH COAX CABLE. E— 5 E L E C T R I C A L D E TA I LS — U S W E S T S P R � �� �:C�������� . � ��� w INSTALL ELECTRIC SERVICE FROM EXISTING HOLY CROSS PAD MOUNTED f���a���a�"''�° 4�� TRANSFORMER E - 6 ELECTRICAL DETAILS — SPRINT � �'° � �6�'•�� . °� ����a�`: � 3 INSTALL T1 TELEPHONE SERVICE FROM EXISTING US WEST PEDESTAL. ' , � N. E - 7 ELECTRICAL DETAILS — SPRINT ��°�� �-�6-��°`°�.� . ��.. � �,, •;���%�t..�,,4iY���:o:. f �;';, �- '.r `'=s'.��%*'"' r � � I � 1 �-......�-.+*.�• _. . _ � � a � ' / � / I J I � � � � � � INSTALL 15Xt 6 Q / � EQUIP�IENT SHELTER INSTAL.L � / SPWNT Y Y Y Y Y EQUIPA�EHT � � -' -' _ .- U / � INSTAIl US � o , Y / Ea�u��r � O � � � � m � I Q - � o . o � � , � � � W Zw � 15� . �`' � � � Ul � 0 o a � � Z ?�pb \ � � � 3�0» � � J � � W � � � � � � � � z \ \ � I � Z o � W � � � � a o 0 / � w ° w IXISTING I — N N WAYEGUIDE INSiAl1 US MIEST � � � � cn cn OPENING qM�►�pE � I�,, — — � �� � � ao ao ao 0o W � rn rn rn � IXISIING �� \ � � (� � � � � Q TOWER \� � \� � � g � � � � 0 � ' I �S w�.�. � , _ _ c� o�EUN�no iNSrn�.��� �\� / � � /� � M N o Z Ns � � / � l � , \� � / � � 35" C C UME �� / �/ S�0�M� � I �� � �� R 1 I �� � � I \���/� . NOTE: �l� HEDR/CK �c �SSOCl,4 TES, LLC I � LOCATE ALL UTI LITI ES ��� �S � � CONSULT/NG ENG/NEER/NG SERV/CE � BEFORE CONSTRUCTION. PARKIN6 arrr�w� IXISIING UPP� � I � 5951 South Middlefield Road, Suite 101 PLATFORA� � INSiALL SPRINT � � I Littleton, Colorado 80123-2877 _ "'�""'� I Tel: (303) 798 9445 Fax: (303) 798 9462 , � � �� � = I � � o � o I a � � c� ( � a � I IXISTING ' XNIR I �� PCS PROJECT � - �.. PED � I ( � � � � — — _ I � — — _�� c� � — � I SITE INFORMATION � — ---- _ � LIONSHEAD �-- — _ I 160 MOUNTAIN BELL ROAD —� — _ � I _ �_ _ VAIL, COLORADO - -- _ _ � MTN- 18(US WEST)/#415(SPRINT) -� _ - � � _ _ �- � — — DESIGN TYPE ._ — _ —� — — � � INDOOR EQUIPMENT � � �AND EXISTING TOWER MTN. BE MOUNTED ANTENNA L� RD. � — — �_ SHEET TITLE — _� _ � _ �� _ _ -- I - - -_ ENLARGED PLAN _ - _� _ - -_ l� - _ ___ �� — SHEET NUMBER REV. �— — _ I 1 S I T E P LA N - �- - _ �.,����-����t �� J L I `�� 'a .°� w '� �_. �r �—� � � — — _ '���D. �,� '�% .,���;� M�r. .�� 3 SC�I�e 1'° = 10' � ---� ,_ " e :�n...�``` ;� � � _ a �.����d : � � 0 �p � ��,e.� ��6_��,�� � •, ,'', `•� Q _ e •;�� `�f€����;�.��= s __ . ` _ --"� --- �"' N J � � � � � , , a . o Y ' � � � � _ � , U Y -- - - - � � � � m INSTALL US WEST � � � nrrt�►rw� t�o� nzi�u�rH � a U J - - - U Q Z W INSTAIl US WEST INSTALL SPRINT W o O H � � ANTENNAE 100' AMENNAE 100' AZIA�UTH AZI�IUTH z � � c~i� � O � � g Z � �n a � > � o ? � � w � ° o o � N � w w � � � co — — — — � � N c�—n i M INSTAI.L US WEST/SPRINT ° � � � � � Q I GPS LOCATIONS o � � � � 0 . � CO r7 cV o � � INSTALL US WEST � TOWER SLAB 137'-3' - - -— � – – _ _ _ _ __ ANTENNAE 100' AZIMUTH ROOF SL46 135 9` (8285.75) 2nd FI.R. F F. 118'-0' � � � j —�2�)_ - - . - FAN R�A. F.F. 114'�'_ - - -- _ �82�°> INSTALL 15'X�s' us wESr a� EDR/CK c4�' SSOCI�I TES, LL C � � SPRINT EQUIPIrIENT SHELTER CONSULTING ENG/NEER/NG SER�/CE tst FlR F.F. 100'-0' - - - - - - - - -— �82�0� - - - - - 5951 South Middlefield Road, Suite 101 Littleton, Colorado 80123-2877 �� Tel: (303) 798-9445 Fax: (303) 798-9462 EAST ELEVATION 1 C-2 S��I.�: 1/16" = 1'-OE" 6'-0" INSTALL SPRINT ANTENNAE t7o' AZ�►�u7N INSTALL US WEST GPS 0 - - I 0 INSTAtl US WEST INSTALL SPRINT GPS �- PCS PROJECT AMENNAE 170' AZII�UTH INSTALL US WEST ANTENNAE 100' AZIMUTH INSTALL SPRINT ANTENNAE 240' AZII�UTH - - - • - � ANDRAIL & SIDING COLOR o 6'-0" 0 MATCH IXISTING US WEST BUILDING � iNSr,v.� us wESr TOWER SLAB 137'-3" _ _ `�' , � a�t�w� Zao' azi�un� ROOF SLAB 135'-9" _ _ _ _ SITE INFORMATION (s2s5.�5) LIONSHEAD _ 160 MOUNTAIN BELL ROAD °° VAIL, COLORADO � INSTALL US WEST GPS � � MTN- 18(US WEST)/#415(SPRINT) INSTALL SPRINT GPS ° _ 0 t � DESIGN TYPE TOWER SLAB 137=-3' _ _ — R�F � ,3�- _ - - - - - INDOOR EQUIPMENT (s285.75) . 2nd FLR. F.F. 118'-0" _ _ — — — — — — . � �s2sso� A N D E X I S T I N G T 0 W E R 2nd FLR. F.F. „8�-0• • � • � FAN RI�. F.F. ,,4�-0° _ _ _ _ _ _ _ _ _ _ _ M 0 U N T E D A N T E N N A E _�a2sso _ — (82640) IXISTING FAN RI�. F.F. 114�_ _ _ - - - - - — R��NING (e2s4o) INSTALL 15'x16' US WEST & WA�.� SHEET TITLE SPRINT EQUIPMENT SHELTER > > 1st FlR FF ,00�-o• _ — ELEVATIONS (8250 0) �St FLR. F.F. ����–�" — — — — — — — — — — — (8250.0) SHEET NUMBER REV. ���s�v� ; ^r �c�F °°��� NORTH ELEVATION �r��°a�� °;� SOUTH ELEVATION 3 �" Q�`; � 3 2 �:�y����� . ��� . C_2 C_2 , > .� SC�I.�e 1/1�" = 1'—�" SC�I.�: 1/$" = 1'-0" .;���.�"/6-�i�r�� ��s'c�r,�d�l.������ . M�,�..-_ �' � ��______ \ i � 1 . ALL SITE WORK SHALL BE AS INDICATED ON THE DRAWINGS AND 1 . ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, � � � � � � STIPULATED IN THE SPECIFICATION. ACI 318 AND THE SPECiFICATION CAST-IN-PLACE CONCRETE. � � � � Q � ?_. RUBBISH, STUMPS, DEBRIS, STICKS, STONES AND OTHER REFUSE SHALL BE 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF o REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. 4000 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. � � � � _ 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615 GRADE 60 DEFORMED � � i. THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM FROM THE PCS EQUIPMENT, TOWER AREAS, AND ADJACENT BUILDINGS. A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES " " a " � 4. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUND. CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNO. � � � � m FROZEN MATERIALS, SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR 4. A 1/2" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE Q EMBANKMENT. � UNO IN ACCORDANCE WITH ACI 301 SECTION 4.2.4 OR AS INDICATED OTHERWISE. � J 5. THE SUBGRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH UNIFORM GRADE PRIOR TO THE CRUSHED STONE APPLICATION. 5. HOLES TO RECEIVE EXPANSION/WEDGE ANCHORS SHALL BE 1/8" LARGER IN w o o � � DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM E�. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES TO MFR RECOMMENDATION FOR EMBEDMENT DEPTH. ° � � � Z WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, � - 6. INSTALLATION OF CONCRETE EXPANSION WEDGE ANCHOR SHALL BE PER ¢ Z � W � AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE � � J g z � MANUFACTURERS WRITfEN RECOMMEND D PROCEDURES. Q � 0 3 RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE USED � c, ? W BY THE CONTRACTOR WHEN EXCAVATING OR PIER DRILLING AROUND OR NEAR 7. FLOAT SURFACE SHALL BE A BROOM FINISH. SURFACE SHALL BE FREE OF ALL � o � � UTILITIES. CONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE OBVIOUS DEPRESSIONS. SURFACE SHALL BE LEVEL TO WITHIN +/- 1 DEGREE. � 11- ° o WORKING CREW. SURFACE FLATNESS SHALL BE +/- 1/16 INCH PER YARD. s'-o' S'-s' `` n ° o � j � i'. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, � � WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED wtox33 3 nr�. � � - - AND SHALL BE CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS � ' � DATUM � � � � WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, SUBJECT W _ � o�o � o Q TO THE APPROVAL OF ENGINEERING. ` �T N N N Q O ' O � CD �f t\ l\ , * � � f3. THE AREAS OF THE CUSTOMER'S PROPER�TY DISTURBED BY THE WORK AND � � ' * � r7 N � O � ' NOT COVERED SHALL BE GRADED TO A UNIFORM SLOPE, FERTILIZED, SEEDED, RETAINING Wq� * Z AND COVERED WITH MULCH AS SPECIFIED IN THE SPECIFICATION LANDSCAPE WORK. �� �3. VERIF�' UNDERGROUND UTILITIES PRIOR TO DIGGING * THESE DII�ENSIONS ARE APPROXIMATE--CONTRACTOR IS RESPONSIBLE FOR FlELD VERIFYING COLUMN HEIGHTS BASED ON SITE TOPOGRAPHY ,- HEDR/CK 8c �SSOCIA TES, LL C E LEVATI 0 N CONSULT/NG ENG/NEER/NG SERI//CE 5951 South Middlefield Road, Suite 101 Littleton, Colorado 80123-2877 Tel: (303) 798-9445 Fax: (303) 798-9462 � � -- -�..�. STANDARD CONCRETE & � SITE WORK NOTES 2 REINFORCING BAR NOTES C-3 C-3 2 1/2" (TYP.) �q.� 5�g" A325 X 15'-0" » BOLTS � 4 � PIPE � ^ 14'-4" W10x12 _ _ �_ � PROVIDED — — — " ' g" 6'-0" CONC. FLUME W/EQUIP. � � Exis�NC SHELTER o � RETAINING WALL � 1 � R�r�NiNC � � - - - - - ii - - � - - - - - - - �,�- -, � / PCSPROJECT W� �I� �I� �I� �I� ( SEE 2/C4 FOR � 15'x16' I I I I I i �(� PREFABRICATED �I� �I� „ �I� I W10x33 BEAM CONNECTION — — — � — — �s DRILLED _ � 4"� PIPE q. � � EQUIPMENT I I I I PIER 3 TYP. A " " ``' � C3 � SH LTER � � � � '� � 1/2 � HILTI HVA 9 �- C l Ox 15.3 1 1/2" • — — — — — — — • '—"��3 �- — — — — — — � �. � EPDXY ANCHOR OR SECTION A SECTION B �nP•) . ��i ��� ��� A-�. � � a I I I I EQUAL 6 3/8" MIN. W10x33 i i i i i i I'� � � � , EMBED. . ii I ii ii ii � i��---w�oX�2 �i i� w�oX�z —�-ili I o a �I� PROVIDED �I� �I� PROVIDED �I� I 4 , 5'� d � � � i�i W� i�t i�i W� i�I � » * COLUMN HEIGHT E B „ �� n SITE INFORMATION i i EQUIPME i i i i EQUIPMENT i i a a 18 DIA. PIER PL 1/4 x8 x8 LIONSHEAD i�i SHELTER i I i i I i SHELTER i�i � o a VARIES 160 MOUNTAIN BELL ROAD ii ii ii ii o „ i�i i i�i i�i i�i ( , 4 � SCH. 80 VAIL, COLORADO i�i i�i i�i i�i ( °' L * GALV. PIPE � � MTN- 18(US WEST)/#415(SPRINT) i�i i�i i�i i�i � A A 1/4 „ DESIGN TYPE I IIISEE DET. I�I III III I _ — — — ��� 4/C-3 i�i i�i i�i � I - - - _� C10x15.3 �1�1 �I� �I� ei1 -�� I RETq�N�N� wA INDOOR EQUIPMENT . :i _ _ _ . W,� � _ _ � � SECTION A T NERAL CONSTRUCTION LL � AND EXISTING TOWER APPLY MASTER BUILDERS SET GROU GE , o i�i'� i�i i�i e � \i�i� 5/8"� A325 BOLT, NON-SHRINK, NATURAL AGGREGATE GROUT OR EQUIVALENT TO ALL M 0 U NTE D ANTE N NAE � � i�i i�i i�i i(i „ SUPPORT POINTS CN RETAINING WALL. APPLICATION AND SURFACE � i i i i i i i i DRILL 11/16 � ��� �(� ��� �(� - HOLE PREPARATION PER �IANUFACTURES SPECIFICATIONS. SHEET TITLE � � � - - — � � — � — — — � � � L3x3x3" W 10x33 � 1 � L4x4 STRUCTURAL DETAILS / � ,_ I 3 AN D . J � _ _ w�� _ _ .� _ SIDES � �4�� NOTES 4 �_�i NOTE SHEET NUMBER REV. C3 L4x4c1/4" (9 1YP) � — — — � NERCESSARY TO �°��� .�'�-� ,.,�. � .,� � s_;����;-:. L _ _ _ J SUPPORT S ECTI 0 N B � ���- ,� STEPS ���`'°�p°��(0'd ,�y'�� � *�(�y , " `!"'��o; i COLUNIN SUPPORT AT � ���� Q � 3 3 FOUNDATION PLAN & SECTION 4 RETAINING WALL - s �e � • ' :}�`••,�-/6��'�.� ' C-3 �-3 �� �<�,�„e�----• o . SCALE: N.T.S. ` SCALE: N.T.S. '����,��,�.���'- �` � / f�l N J W10x33 � � � � � Q � 1 1/2" SEE 3/C-3 FOR o CLEAR CONNECTION � � � � _ + • --- 3/4" CHAMFER ON W10x12 V ALL EXPOSED PROVIDED WITH PERFAB p�= D ° e � , FACES (TYP.) EQUIP. SHELTER � � Q � m � w��? L��= apD ° ° M ICROFLECT Q ' D � ° EXISTING 5/8"� A325 BOLT WALL MOUNT � � b GRADE 4 PER LOCATION (TYP) ASSEMBLY F- -� � > D e � � W 0 � � � i ° B g A ' � Z � � � O CONCRETE Q � Z � � 3" CLEAR e ° W 10x33 PANEL � d p w > � � � ' V � W e � � B B � ° ° o , DRILLED PIER NOT N W o `` ¢ ° SHOWN FOR CLARITY cn W °w � s p 4-#4 EQ. SPACED � � � � N N � 0 1 1/16"� 1/2" � GALV. HILTI � � � ° � � p HOLE (1YP.) KWIK BOLT II OR EQUIV. oo � � � *' � � ° � W10x33 W/ 3 1/2" EMBEDMENT o�o �, N N a SECTION B e D #3 TIES C�D � s o.c. � � � � o EXPOSED AGGREGATE 0 1� �TYP� � FACADE 0 ~ e � M N r- O Z s s e R eD � p .> N � ... e � SECTION B ' . 1'-6" �EDR/CK �c �SSOC/A TES, LL C * P I ER SHALL BE CONSUL T/NG ENG/NEER/NG SER�/CE 5'-0" MAX. DEPTH � OR TO BEDROCK ELEVATION 5951 South Middlefield Road, Suite 101 Littleton, Colorado 80123-2877 Tel: (303) 798-9445 Fax: (303) 798-9462 � � TYPICAL DRILLED PIER TYPICAL BEAM CONNECTION AI�'TENNA MOUNTED ON BLOCK WALL 1 2 8 PLACES 3 C-4 SCALE: N.T.S. �-4 SCALE: N.T.S. �-4 SC4LE: N.T.S. � i ' ;� U BOLT GRIP STRUT � PCS PROJECT � °° , UNISTRUT N / �; Pt000x24° . / � \\ 4" GALVANIZED W10x33 � ° � SCHEDULE 80 PIPE EXISTING GRADE ' � 3'-0°x6"x10" TRENCH IXISTING RETAINING CONC. CURB 18"MIN. b W� � � STAIR SUPPORT . �� . e EXISTING CONC. FLUME � �� ,. � ___________ Z � � � �=I I I =_==__::__= I I ��� SITE INFORMATION ' � �� � � �� � VIEW A 1. SE URE GRIP STRUT TO UNISTRUT � N I I I—I I =_= NOTES: US WEST PCS EQUIPMEPJT - ,� CONNECTED _OAD 47 AMPS MAX. PANEL "A" � � � � � J 1 . SERVICE POWER SHALL BE 208VAC, 100A, 1 �, 3W. RUNNING LOAD 28.4 AMPS, 1 � 100A MAIN, 240Y/120V, 1 �, 3W, 60 HZ � Q ' � 2. PROVIDE A RING TYPE METER SOCKET, NEMA 3R ENCLOSURE, 10,000 AIC (MIN) ' 240VAC, 200A, SINGLE PHASE, 3W. INSTALL WHERE IT IS SPRINT PCS EQUIPMENT ° RECEPT. 0 1 2 60 POWER CABIN � � � � _ � , ACCESSIBLE FOR READOUT. CONNECTED LOAD 47 AMPS MAX. LIGHTS 0 3 B 4 P - � + 3. CABLE SIZES SHALL BE ADJUSTED TO COMPENSATE FOR RUNNING LO�,D 28.4 AMPS, 1 s� SPARE 0 5 6 0 SPARE VOLTAGE DROP IF LONGER THAN 180FT. VERIFY CONDUIT SPACE 7 B 8 0 SPARE � � J � m SIZE WHEN CHANGING CABLE SIZE. SPACE 9 10 SPACE 4. COORDINATE POWER SERVICE WITH HOLY CROSS ELECTRIC. EXISTING TRANSFORMER IS A 300 KVA AT 833 AMPS. SPACE 11 B12 SPACE Q CONTACT TED HUSKEY (970) 949-5892. HOLY CROSS ELECTRIC SHALL DETERMINE WHETHER THE CONNECTED LOAD 50 AMP MAX � ' 5. COORDINATE THE TELEPHONE SERVICE WITH U.S. WEST EXISTING TRANSFORMER IS ADEQUATE TO HANDLE THE RUNNING LOAD 31 .4 AMPS W a Z w w o ° COMMUNICATIONS. CONTACT DON WYATT (303) 507-0099. ADDITIONAL LOADS. � � � US WEST PANEL SCHEDULE � N 6. REFER ALSO TO THE US WEST SPECIFICATIONS. °z � � H 7. BOND THE SERVICE NEUTRAL TO THE GROUND BUSS WITH A � g Z 3 tn #2 AWG BONDING JUMPER. TIE THE GROUND BUSS TO THE a GROUNDING SYSTEM WITH A �2 EQUIPMENT GROUNDING � z � � W CONDUCTOR. � ° o o � 8. BOND THE US WEST GROUNDING SYSTEM TO THE EXISTING PANEL "B" �' � � w SITE GROUND WITH #2 AWG BCW GROUNDING CONDUCTORS. 100A MAIN, 240Y/120V, 1 �, 3W, 60 HZ � � � 9. CONTACT GEORGE MARMALEJO (719) 539-0021 FOR 10,000 AIC (MIN) N N APPROVAL OF CONDUIT ROUTING AND CONNECTION POINT PRIOR RECEPT. 0 1 2 60 POWER CABINET � � ^ o Q TO CONSTRUCTION. RUN 2-1/2" CONDUIT TO PANEL ELPPIA LIGHTS 0 3 B 4 P - � � � � o � LOCATED IN THE 1 st. FLOOR ELECTRIC ROOM NEAR THE SPARE 0 5 6 0 SPARE EMERGENCY GENERATOR. INSTALL 200AMP FUSE IN THE SPARE SPACE 7 B 8 0 SPARE ' ' 400 AMP FUSED SWITCH WEYCO CAT.#V7H3205. ONLY TWO ARE LOAD CALCULATIDNS SPACE 9 10 SPACE "' N � ° z REQUIRED. SPACE 1 1 B12 SPACE ' CON N ECTED LOAD 50 AM P MAX � RUNNING LOAD 31 .4 AMPS . SPRINT PANEL SCHEDULE HEDRICK �c /'�ssociArES, LLC � CONSULT/NG ENG/NEER/NG SERI//CE ° OH POWER HOLY CROSS SERViCE 5951 South Middlefield Road, Suite 101 ELECTRICAL EXISTINGL XFMR Littleton, Colorado 80123-2877 300KVA #16202 KVA X 1000 --� ��- ; 2" PVC CONDUIT PAD MOUNT � F�, = Tel: (303) 798-9445 Fax: (303) 798-9462 � (3) #2 AWG + 208/120V, 3�, 4W E�-� , #8 AWG GND �SCA- 43,816A � _ 300 X 1000 = g33 F�-p` 208 X 1 .73 �� �SCA- 4,38?6A 200A METER BASE 2" PVC CONDUIT 100 100 M NOTE 2 (3) #2 AWG + �SCA- 4,382A MULTIPLIER = � Z 1,9 - 52,6 #8 AWG GND 1 " PVC CONDUIT _ 100A DISCONNECT M 200A METER BASE 1 #2 CU. GND. NOTE 2 I 833 X 52.6 = 43,816 100AMP AUTOMATIC TRANSFER SWITCH SCA - NOTE 7 GENERAC GTS010Y 250VAC 2 POLE IN — A NEMA ' ENCLOSURE OR EQUAL 1 " PVC CONDUIT 100A DISCONNECT ' „ 1 #2 CU. GND. N O T E 7 1 0 3 F T. O F #2 A W G (1 R U N) 1 1/4 EMT CONDUIT BACK-UP POWER FROM W/(3) #2 AWG + USWEST BUILDING C - 4830 PCS PROJECT EMERGENCY GENERATOR 100AMP AUTOMATIC TRANSFER SWITCH #8 AWG GND-NOTE 3 GENERAC GTS010Y 250VAC 2 POLE IN A EXISTING 1 1 /4" EMT CONDUIT NEMA 1 ENCLOSURE OR EQUAL f _ 2 X 103 X 43,816 _ 8 98 PANEL B TELCO W/(3) #2 AWG + C X 208 240/120V, 1 � PED #169 #8 AWG GND-NOTE 3 SEE 100A, 3W, 12 BACK-UP POWER FROM NOTE � - . SPRINT CIRCUIT W/ USWEST BUILDING g M 1 + f - •10 DEMARC NEMA 1 TY�E 2" PVC CONDUIT EMERGENCY GENERATOR � . BOARD ENCLOSURE W� CONDUCTORS PANEL A � 43,816 X .10 = 4,382 AMPS SITE INFORMATION SQUARE D CAT. SCA - 1 " EMT CONDUIT = N0. BOX-NH23 SPRINT 240/120V, 1 � US WEST/SPRINT METERS W/ CONDUCTORS FRONT MHC23S TELCO 100A, 3W, 12 LIONSHEAD INTERIOR- DEMARC CIRCUIT W/ 160 MOUNTAIN BELL ROAD NQOD12M100CU BOARD NEMA 1 TYPE VAIL, COLORADO ENCLOSURE USE 10,000 (MIN.) A.I.C. PRIMARY POWER 1 " EMT CONDUIT - SQUARE D CAT. RADIO CABINEi� W/ CONDUCTORS 2 1/2" PVC CONDUIT MTN- 18(USWEST)/�415(SPRINT) CABINET N0. BOX-MH23 W�(3) #4/0 � FRONT MHC23S #6 AWG GND-WOTE 3 SHORT CIRCUIT CALCULATIONS DESIGN TYPE PRIMARY POWER INTERIOR- 1 " EMT CONDUIT RADIO CABINET NQOD12M100CU INDOOR EQUIPMENT ° W � CONDUCTORS CABINET . AND EXISTI�NG TOWER MOUNTED ANTENNAE SHEET TITLE SPRINT US WEST ` ELECTRICAL CALCS &ONE-LINE DIAGRAM US WEST/SPRINT �Y,..�-.��-�_�� SHEET NUMBER REV. r��r�� ���,•���� ��y`''p`�-�b�m�a �'P"°.,�c� . . o� e � � ' ����`� 3 ee . - ONE-LINE DIAGRAM ��h;,� �_�� ���r� :� r;uf� ' 'h`F`k6,,,��m.�. °t�J��A� ' `r�§�a�����-�'�' \ _ " - - � (nP) GROUND ROD � SPRINT GROUND BAR � � � -~-', � ' EQUIPMENT � � ��'P) a EXOTHERMIC � PREFABRICATED o \ � EQUIPMENT Y Y c.� F- �c .' SPRINT EQUIPMENT #2 AWG BCW ICE �TMPjELD i � , � SHELTER � � � J v EQUIPMENT BRIDGE GROUND TO SHELTER BUILDING GROUND RING = - - � � J � m US WEST " #2 AWG � EQUIPMENT � '"� (NP) , /� a US WEST � EQUIPMENT � _ ; #2 AWG BCW � N � � \ ` ,v N� GROUND RING W Q Z w w o ° � � � � EXISTING US WEST � , ` ` � � o o � j � Z �/ BUILDING GROUND � �� Q � cn O \ Z ~ '-'-' — . ` � -� � �' � cn I ¢ Z � \�h � � � � � #2/0 AWG � Z � � W GPSINT � � � TO GROUND RING � o � � � �py � � � � � � FROM GND BAR � �- o o � � � � ` I (/S �� INSTALL ICE�B.�IDGE 10' (TYP) ci w° o 0 � � �cqs 1 Cp �'FSr ABOVE FINISHED�R�.DE u' > > us wEST � � � �� � �EN R�N/CqT � � � � � � � cPS coax � � \ � �� °F i°ES � ° � � � � CABLES � � � � ,� o �NP� III � � � � � I � W / , � I� � #2 AWG EXISTING p / I � (TYP) WAVEGUIDE PROPOSED US � M N � o Z EXISTING I � OPENING WEST / WAVEGUIDE PROPOSED US � � I a COMPRESSION/LUG TYPE � OPENING WEST / I o CONNECTION TYP � � � ANTENNAE � � � ANTENNAE � � a � � �� � � � � � � EXISTING � � � � � � I I � �� � \\\\� � � I ( � TOWER \\\\ � � �\ \� // I I I � EXISTING i �� �� �� � �i I , • C I TOWER PROPOSED �� � � // / HEDRICK c4c �SSOCI�I TES, LLC v PROSPRIN�T \ \ � � // �/ � I STRUCTURE SPRINT \ \ � � � � �� � CONSUL T/NG ENG/NEER/NG SERI//CE • VS ANTENNAE � � � � � � � � \ � I ANTENNAE / �� � � � � \ \ � , '� / � ,/ 5951 South Middlefield Road, Suite 101 ' �£Nc� es� � \ J �I \\ \ Littleton Colorado 80123-2877 M�N�� � � , TR�� OFFC S ��� � �� �oo• AZiMV � I \ \ �oo' A Tel: 303 798-9445 Fax: 303 798-9 e \ \ // sECroR � TH f I \ \ � / SE�T�R IM TH � � � � 462 - _ \ \ � / � �� � � � � �-._�- ��,v ' � \\ \ \ \ ����� I l H � P�, � � �� � / // � � �� �IIII ' ti�`��(�� � �� �� �� GROUND BAR � / / � S� ��� (TYP) , I I/ �� PROPOSED US N � PROPOSED US / J,� WEST n o WEST EXISTING I/II�W I � ANTENNAE � � UPPER ANTENNAE PLATFO / �� ; � N EXISTING v�i a � UPPER PROPOSED �III�� N � PLATFORM I = y PROPOSED SPRINT /� Sti,�� ANTENNAE IIII�� � GROUNDING PLAN SPRINT R��F Cf � 2 I � II E_2 ANTENNAE �I � ¢ INST?�LL 2" CONDUIT W CABLES FROM PCS PROJECT � I � IIIII I EXISrING TELEPHONE PEDESTAL TO � US WEST DEMARC INSIDE BUILDING SPRINT INSTALL 1 " CONDUIT W/CABLES FROM � � ' EQUIPMENT T E L C O D E M A R C T O R A D I O C A B I N E T ����1 I � � y MICROFLECT �II �� INSTALL � 2" PVC C COAX BOOT EQUIPMENT ° � y� FROM 300KVA TRANSFO MER S 1N/EACH� TOORS AT FLOOR o SHELTER � � US WEST ��C SPRINT UTILIZY MEfERS AT BUILDING LEVEL � 1 . . � SITE INFORMATION � '� �) � �o �z� s4'3'' PANEL B LIONSHEAD I EX�STIN � EQU PM NT `� o=� 3� 160 MOUNTAIN BELL ROAD I) xMR. �� Rq0�0 �p�� VAIL, COLORADO � I � c�e�N�? pow� MTN- 18 USWEST 415 SPRINT �I I �q R � ��# � � � � � /� DESIGN TYPE , � TELCO TEL. �, DEMARC L- - PED. � � SPRINT INDOOR EQUIPMENT ' ' I � BOARD � . � �� METER AND EXISTING TOWER `V �� Rq�� AUTOMATIC TRANSFER MOUNTED ANTENNAE o � v� Cqe��� po SW ITC H , � ��eNER HUBBEL SHEET TITLE "� Er , PLUG �43'' ELECTRICAL I� / METER ST SITE PLANS 3 �°'� � US WEST SPRINT � � � �� ��'��������� SHEET NUMBER REV. ,� A� 1 1 /4" CONDUIT W/CONDUCTORS �c:+°��.�,��"e�r��;�,°��"��' '� FROM P�'l/E PANEL TO POWER CABINET �_�� ' � � ��� � . ELECTRICAL SITE PLAN \ � � ' .' , � 3 ELECTRICAL ENLARGED SITE PLAN ����.., ���d�c��� � 3 » > „ PANEL A '� ''�`� . ' E-2 SCALE: 1 /8 = 1 -0 E_2 � � °°ar����°a ,,�� � � ��� _�.�-; r � - I / - - - � - - � 5 2 � STEEL/WOOD STUD 4 � 7 I 6 AWG FROM ANTENNA CABLE DOUBLE HOLE 13/16" � � � -' � • ROUND KIT (SEE DRAWING FOR LUG, TO BE USED WITH � a , , RUNNER AT I 2 I CABLE QUANTITIES) #6 AWG BCW (TYP. � �/�6�� 1" � o ° ° Y � TOP 6C BOT p � Y Y U �-- ' � GROUND BAR o 0 0 ° o � � � J v ' t � FlRE SAFING ON 3 I I 4 I I I ON WALL o 0 0 ° � IMPALING CLIPS SEE 0 � 0 � ' � - - - — e 13 ' � o � 1 6 � � -J d m � / O � TYPICAL FOR GPS 1 3/16 � 6 4 EACH SECTOR Q - ;-� �' - � w �, 5 (ONE SECTOR 2 OR 3 HOLE CONFIGURATION � J PIPE OR CONDUIT � L � �. � � � � O SHOWN) NOTE: (FUTURE) J � o W NOTES. O O OQ O O O O O O TWO HOLE LUG CONNECTOR w o � � � 1) ANTENNAS 2 JUMPER - 1YPICAL BOLTED TO EACH SIDE OF o �3 � ,- Z u.L APPROVED ) OQ O O O O O O O O O O OO OO GROUND BAR ACCEPTABLE Q z � W O � CoNT. SMOKE STOPPING 3) COAX ANTENNA CABLE � � � OO OO TO REDUCE GROUND BAR SI E a � z � � SEALANT EACH SIDE 4) STANDARD ANDREWS COAX GROUND KIT, TYPICAL AT EACH ANTENNA NOTES: � � � > DO NOT INSTALL ON BEND ►- z W 5) 2 HOLE LUG TYPE CONNECTOR - lYPiCAL TWO HOLE LUG, TO BE USED WITH 1; NEWT�N INSTRUMENTS C0. C�PPER GR�UND BAR OR APPROVED EQUAL, � ° o o � - 6) GROUND BARS ON TOP OF MONOPOLE PER DETAIL 509 2/0 AWG BSCW TO 1/4' X 4' X LENGTH AS REQUIRED, HOLE CENTERS T� MATCH � W Q Q , 2 TOTAL, 1 EACH SIDE OF POLE. #2 AWG BCW RING GROUND NEMA DOUBLE LUG C�NFIGURATIDN � w w 7) CONNECTOR WEATHERPROCFING (lYP) 2> SPACERS AS REQUIRED - N� INSULAT�RS � � N N NoTE: CABLES WITHIN CONDUIT PENEfRATION SHALL 8) AT WOOD OR CONCRETE FOLE ONLY: #2 AWG BCW TO MONOPOLE 3� 5/8' L❑CKWASHERS � � N � BE APPROPRIATELY SEALED AFTER INSTALLAl10N BASE GROUND BAR, USE CRIMP CONNECTOR BETWEEN GROUND BAR 4> STANDARD ANDREWS COAX GROUND KIT, TYPICAL AT EACH ANTENNA. LEADS AND RUN SINGLE #� DOWN POLE D� N�T INSTALL ❑N BEND, 4> WALL MOUNTING BRACKET � � � � W i N STA LLAT I 0 N 0 F G R 0 U N D s� 5/8-11 X 1• H.H.c.s, BOLTS � � ^ o Q PIPE PENETRATION THRU CONNECTION OF GROUND WIRES TO WIRE TO GROUND BAR 6> TW� H�LE LUG TYPE CONNECT�R TYPICAL � ; � � � � FIRE RATED GYP BOARD WALL 2 GROUNDING PLATE @ TOP OF TOWER 3 4 GROUND BAR DETAIL o E-3 "' �" .- ° Z E-2 E-3 E-3 103 02 522 Q5 508 Q 509 � 4/1/97 4/11/97 7/14/96 4/11/97 FRqvl GPS ANTENNA 5 No�: #6 PWG STRANDED C�PPER GR�UND IF �AONOPOLE GROUND WIRE CGROUNDED T� GR�UND BAR) �"� �SSOCIA TES, LL C , • 3 � �s wm-uN �2'-0" 3 CSTA�DARD ANDREW GR�UNDING KIT) CABLE GR�UND KIT EDR/CK �c �QN �� OR LESS FROM EQUIPI�ENT GPS �NTENNA GROUND BAR, No conx I , ' CABLE (TYP.� 7 EQU PI�ENT (OTE��� AT s ANIENNA C�AX CABLE _ CONSULT/NG ENG/NEER/NG SER�/CE FROM O - - T O A N T E N N A 5951 South Middlefield Road, Suite 101 , ANTENNA 1/2' DIA, 3 3/4 6' Littleton, Colorado 80123-2877 PRIMARY Oi 3 OOO 3O 3O 3O 3 Q MAX, P�WER RADI❑ GROWTH GROWTH TO CABLE COVER 12' APPR�X, Tel: (303) 798-9445 Fax: (303) 798-9462 — - ' CAB, CAB, CAB. CAB, ASSEMBLY �Qn 6) � ��--- ---- ANTENNA , : i f; , - ; CABLE (TYP.) � �� �a� �: r � �k �- �� � k,' ,; � E�; .� F ra ,� � #2 AWG BCW FROM OTHER �' � � � '� KK " k '= �� � } -` �' '� " ` '. ': �' '. � - i- � TYPICAL C�NNECTI�N �F CABLE GR�UND KYT TRANSITION GROUND BARS JUMPER TD ANTENNA GPS CABLE END BY OTHERS (FUTURE) AT ANTENNAS (QTY. 3) CABLE (TYP.) �O YO �O 2O OO 2O 2O �O � NOTES: #6 AWG STRANDED C�PPER GR�UND TO CABLE COVER WIRE ( GR�UNDED T� GR�UND BAR) ASSEMBLY i) #2/0 AWG BCW TINNED T� BURIED GR�UND RING, 2 T�TAL < ST�NDARD ANDREW GROUNDING KIT ) CABLE GR�UND KIT 9 r-- #2/0 AWG BCW TO a a g e i • • 2) #2 AWG BCW TO EQUIPMENT CABINETS, AS F�LL�WS, 8 T�TAL SPACES � - E-2 BURIED RING GROUND 2 - POWER CABINET ANIENNA C�AX CABLE — — — TO ANTENNA — � 2 - RADIO CABINET 2 - GROWTH CABINEf FUTURE 7/8 ' DIA, 2• 6• � � � 2�0 AWG BSCW 2 - GROWTH CABINET �FUTURE� MAX, TO BLDG GROUND OR 12' APPR�X, GROUND RING BURIED FIELQ GROUND 3) STANDARD ANDREWS CDAX GR�UND KIT, TYPICAL AT C�AX ' � DO NOT INSTALL ON BEND 4) #2 AWG BCW T� T�WER GROUND ALONG ICE BRIDGE NOTE� DD N�T INSTALL CABLE GR�UND KIT AT A BEND 5 ANTENNA COAX, 6 TOTAL, 1 SHOWN PCS PROJECT 6 GPS COAX TYPICAL CONNECTI�N �F CABLE GR�UND KIT GROUND BAR @ 7 COAX TO JUMPER CONNECTOR T� ANTENNA CABLE END 6 PRIMARY RADIO CABINET EQUIPMENT GROUND BAR @ EQUIPMENT CABINET E-3 � PRIMARY RADIO CABINET CONNECTION C CABLE END GROUNDING (INDOOR) INDOOR INSTALLATION E-3 $ 5 Q Q INDOOR EQUIPMENT , W/ TOWER Q E-3 Q E-3 515 O/3/96 524A 9/4/96 524B 4/11/97 513 4/ /97 ° ' #6 AWG STRANDED COPPER GR�UND INTERIOR EXTRIOR SITE INFORMATION WIRE (GRDUNDED TD GRDUND BAR) CABLE GR�UND KIT (STANDARD ANDREW GROUNDING KIT) WALL OR ROOF UNISTRUT P1000 X 12" � '' °'� LIONSHEAD 4 O.C. MAX. ATTACH W 160 MOUNTAIN BELL ROAD I 2 HILTI OR WEDGE SL ANCH HX ANTENNA C�AX ATMP NNA COAX CABLES 8 X 1 7�8. DRILL 3�8" DIA. "= VAIL, COLORADO CABLE — — — T� EQUIPMENT /� � � CONCRETE MTN- 18(USWEST)/#415(SPRINT) MAX DIA, 3 3/4 6' STANDARD ANDREWS COAX °' WALL FUSE 15A 12' APPR�X. �GROUND KIT (TYP.) ANTENNA CABLE W/ CEILI G DESIGN TYPE INSIDE WALL NON INSULATED PLUG—IN �F BUILDING HANGERS :e �:� MODULE FUSED, cFl tcrr (o�oru�) (QTY AS REQD) HOUSING TYPICAL C�NNECTI�N OF CABLE GRDUND KIT 6 AWG STRAND NETWORK F�R ANTENNA GPS CABLE AT EQUIPMENT END ` — �OPPER WIRE (TYP.) . ���P�� WEAINER 11GHT CONNECTOR I N DOO Q M . . •_°�°_° AND EXISTING TOWER #6 AWG STRANDED COPPER GROUND UNISTRUT P1000 X 12" � AC RECEPTACLE MOUNTED ANTENNAE WIRE <GR�UNDED T� GR�UND BAR) 4' 0. C. MAX. ATTACH W � CABLE GR�UND KIT CSTANDARD ANDREW GR�UNDING KIT> FEED THRU ASSEMBLY (TYP) (2)#14 X3" LG. GALV. W�. PR�CTIDN ° SCREWS OR 1/2 GALV. LAG ;. RJt t JACKS � BOLTS FOR USE IN WOOD � � � � RJ48 JACKS SHEET TITLE GROUND BAR PER DETAIL 509 FRAMING WR��P NETWORK �M�� ��P ANTENNA COAX — — — T� EQUIPMENT MOUNTED AT EXTERIOR AS OCCURS CABLE EQUIP WITH UNISTRUT TERMINALS coMP��r�r � FOR T-1 CIRCUITS 1-4 , . 3/8" DIA P1008 SPRING 7/8 ' DIA, 2 6 #2 AWG BCW TO MAIN GROUND ANTENNA CABLE W/ LOADED NUT NETWORK� ° ° ° CUSTOI�ER COMPARTMENT E LE CTR I CAL D ETA I LS MAX, 12' APPROX. BAR THEN �2/0 AWG BSCW TO NON INSULATED (nP PER COAX HANGER) �� CUSTOMER � BUILDING GRD OR FIELD HANGERS ENTRANCE ��� INSIDE WALL GRD AT BASE OF BLDG. �F BUILDING (QTY AS REQD) KNO KNENOC�KOUTS � � � ���!,,a� U S W E ST/S P R I N T r ., ���°°r� � N�TE� D� NOT INSTALL CABLE GROUND KIT AT A BEND STEEL/STUD WALL/CEILING FROM TELCO TO CUSTOMER ��m����`� �<�'� . souRCE EQUIPMENT p ' ° SHEET NUMBER REV. CAL CONNECTI�N �F CABLE GROUND KIT � � TYPI �� / � � ����� ; . FOR ANTENNA CABLE AT EQUIPMENT END COVER OPEN ��'�•,�-�6-�'��� � � COAX PENETRATION AT ROOF/WALL ��::�.�����°-�,e,��.�� � CONNECTION @ EQUIP. END 12 WALL CEILING MOUNT ANTENNA COAX _ � � �� � 3 , s E-3 13 T1 TELEPHONE DEMARC BOARD � E-3 Q E-3 513A 0 5�9 4 555 2 E-3 563 �0 . 4/1/97 4/11/97 4/1/97 4/3/98 - � � � � ,� � ° � °r � �� � � � Color code the coaxial cables with colored heat shrink tubing as s�P s� s2P s2c s�P s�c S"�E descrided below. The actual color coding will take place after the � � , O O O O O O O , GPS �ENNA � � � � � cable is laid out and the connectors are installed. As part of the Q �, INTERFACE PLATE , coax return loss measurements, this effectively "rings out" which �c x �c oX oX �c ox �c X x � cable is which. So the color codin will occur durin the return loss Y Y � � Y . o s�o°/P�/c�.�o/P szd,/c s,do/P s��i°jc o 9 9 .� � � J = • measurements on the coax. c� The color codin is as follows: � � � US WEST ANTENNAE � � 1-1/4" RMC CONDUIT 9 � � J a m 170' AZIMUTH r.�a Et �t o �u T, �s cNO �oo � To identify the sector: __ � � � � GND � I X _ RED 100 Degrees or True North � U 1/2" JUMPER � � � Y = WHITE 170 Degrees or E.S.E � 0 0 0 us wESr �Nr� SPRINT MRENNAE CABLE (6 TYP) Z - BLUE 240 Degrees or W.S.W � a w 100' AZIMUTH 100' AZIMUTH � �I z^ 3 N , To identify the port: w o ° � � � o ��/2 DIA COAX CABLE 0 = GREEN ° � � � Z � � � ,,, 5 MIN. BENDING RADIUS z � � GROUND BAR AT � � 3 � � � 3 � r Q Z � t,� 0 ANTENNA LOCAl10N � m m W 3 � � � � � � , GROUNDING KIT 1 = YELLOW � � o � � Q ANTENNA � c> > > �2 Awc cN� (rn�). r `�-- i r- v"- —t r- `""- � So each coax witl have two stripes on each end of the cables. These � Z w FNB IU�.o NG� j I I I ( I I I CABLES � stripes should be approximately 2 inches long. � ° o 0 I II II I .�� � � � TOWER AND ROUTE � LTZO/RZO TZ1/RZ� LT1f0/RYO_7Yt/RY� LTXO/RXO TX1/RX1� SUPPORT WITH STANDARD PIPE CLAMPS ON ROOFTOP INSTALLATIONS. c~n °w o 0 � GROUND CnB�E To ANTENNA HEAD MUST BE LOCATED 2' ABOVE ROOF PEAK. For the end of the coax that goes to the antenna, attach the cn � j �NAS oN � 240'AZ 170'AZ 100'AZ INSIDE OF TOWER � stripes near the antenna as possible, ensuring that they won't get � � � N ROUTE GROUND � � STRUCTURE I c�e� oN covered up by the weather-proofing and can be seen from the ground. � EXTERIOR WAI1 OF GPS 1/2" COAX rn � � � � \ BUILDING BETWEEN � c� N N Q � ICE BRIDGE AND CABLE ao c� o GPS ANTENNA � BUILDING TOWER INSTALLATION ON MAST � � � � � i 2 DETAIL 3 4 COLOR CODING OF COAX CABLES �, N o 0 � E-4 E-4 E-4 Z � . , . � 569 � 5s� �4 571 0 4/1/97 4�q.�9� 4/1/97 �5'Xi s' us wESr a� � � SPRINT EQUIPMENT �Dio ELECTRICAL SYMB�LS , SHELTER GSINET �� � � GRDUND ROD HEDR/CK �c �SSOCIA TES, L L C DOG HOUSE ■ CADWELD TYPE C�NNECTI�N . 90 DEGREE CONNECTOR FOR � C�MPRESSION TYPE C�NNECTIDN CONSULT/NG ENG/NEER/NG SERI//CE E� -- GR�UNDING WIRE 5951 South Middlefield Road, Suite 101 501 REPRESENTS DETAIL NUMBER Littleton, Colorado 80123-2877 WEST ELEVATION � , Tet: (303) 798-9445 Fax: (303) 798-9462 � � � `- BUILDNG fL00R CONDUIT CLAMP ABBREVIATI�NS ' UNISTRUT P1109 SERIES SIZE TO SUIT AWG AMERICAN WIRE GAUGE ��T 1 �� C A B I N ET C 0 N N E C T I 0 N BCW BARE C�PPER WIRE (SOLID TINNED) 5 GPS GLOBAL PDSITIONING SYSTEM E-4 UNISTRUT P1000 � PCS PERS�NAL C�MMUNICATI�N SERVICE 440A � 1/2" GALV. LAG BOLTS PPC POWER PROTECTIDN CABINET � ��4 • EMT� INTO WOOD FRAMING RWY RACEWAY RADI� CABINET TYP. TYPICAL z RMC RIGID METALLIC CONDUIT a us wESr arr�t� SPRINT ANTENNAE 170' � EMT ELECTRICAL METALLIC TUBING t�o� nziMUrt� nzi�uht "LB" FITTING w DWG DRAWING ON�CABINEf °a POYVER AND IGR INTERIDR GR❑UND RING CHALO> ' TELEPHONE CONDUITS CCA CABLE COVER ASSEMBLY GROUND BAR AT _ BTS BASE TRANSMISSI❑N SYSTEM ANTENNA LOCATION US wESi AWTENNAE �c _ I �ar ���� � GRN GR�WTH aR PCS PROJECT BSCW BARE STRANDED C�PPER WIRE ISCW INSULATED STRANDED C�PPER WIRE US WESi ANTENNAE SPRINT ANTENNAE 240' 2,� ����, � ��M� BUILDING FLOOR ELECT. SYMBOLS & ABBREVS. ' i 6 POWER CABINET CONNECTION � WALL/CEILING MOUNT CONDUITS E8� � E-4 a�oe � 0 � ' j 11/13/96 E-4 2/11/98 500 4/11/97 I �2 AWG GND (TYP). � RUN ON INSIDE OF � � TowER SITE INFORMATION � MOUNT EQUIPMENT TO WALL W/ 3/8" GALV. LAG BOLTS. LIONSHEAD � 160 MOUNTAIN BELL ROAD � I METER VAIL, COLORADO � NEMA 3R MTN- 18(USWEST)/#415(SPRINT) � � � � DESIGN TYPE AUTOMATIC PANEL A TR4NSFER 100A, 240V, 1� . , sv�'ITCH 12 CKT INDOOR EQUIPMENT „ NEMA � � AND EXISTING TOWER � _ MOUNTED ANTENNAE � � � SHEET TITLE 0 NORTH ELEVATION � 0 � �' ELECTRICAL DETAILS 0 FINISHED FLOOR STAIR LANDING U S W EST S P R I NT SHEET NUMBER REV. �➢°°� , �'� TO EXISTING POLE �;y<;��;.°ymy-p�p��o�°' MOUNT TRANSFORMER �� �y ����/�d�ldb�`+? '°,s� tF a S.d ��o a ;1� � ��'����p ,' � � . � TOWER GROUNDING ELEVATION 9 PANEL MOUNTING �o METER/DISCONNECT MOUNTING � ° y`s °, �-/6 I�'�°�'";' a E-4 E-4 0 E_4 Q ��`°d,°' a..e.. ��,,�. �-'����-� � 2/11/98 2/11/98 - / 3/8" FILLISTER-HEAD BOLTS, LOCKWASHERS AND NUTS FOR ATfACHMENT OF CABLE HANGERS TO SUPPORT BRACKET ANDREW cn ANDREWS HARDWARE KIT TYPE NUMBER 31769-5 NOMINAL NPEE CABLE HANGER � � � � � ' . ' (NUMBER OF KITS REQUIRED) CABLE SIZE ,s NUMBER �'PE NUMBER Q . o � 1/2" LDF4-50A 4321 1 � � � J � � � --� d m 7/8" LDFS-50A 42396A-5 EXISTING Q TOWER c� STRUCTURE 1 -1/4" LDF6-50 42396A-1 � Q Z W U � � i W � � 1 -5/8" LDF7-50A 42396A-2 a Z � w Q � a Z � (� � — o ? � NOTE: OTHER CARRIERS EQUIPMENT � � o o W � NOT SHOWN FOR CLARITY. � N W o 0 ' � � � � � � (� 18" ICE BRIDGE 3-9" CHANNEL x 10' GRIP STRUT (OR EQUAL) � N � N Q CUT ICE BRIDGE CHANNEL LENGTH � � � � o TO SUIT (SEE NOTE) . , PREFABRICATED � ,,� N � o O EQUIP. SHELTER Z SUPPORT POST AND BRACKET ' EXISTING US WEST , BUILDING ! v 3 I ' EDR/CK �3c �SSOCIA TES, LL C � GRIP STRUT , ' CONSUL TING ENG/NEER/NG SER�/CE 5951 South Middlefield Road, Suite -; �; - - - _ ��...�.�` 0 o Littleton, Colorado 80123-2877 � -� Tel: (303) 798-9445 Fax: (303) 798-9462 i I HANGER BRAC ET TYPE SINGLE ' i LEVEL CHANN L,18" BRIDGE PART � � MAXIMUM CAB E SPAN = 3'-0" TrP. � I MAINTAIN A 1 ' MINIMUM - � CLEARANCE B EEN ANTENNA , � CABLES AND INISHED GRADE , � BUILDING GROUND RING GROUND BAR #2 AWG BCW � � ' � TO GROUND RING , =0R CABLE HANGER PCS PROJECT �EE TABLE ABOVE � � � ICE BRIDGE ASSEMBLY . E-5 NOT TO SCALE S ECTI O N ' SITE INFORMATION NOTES: 1 . SEE ELECTRICAL LAYOUT DRAWINGS FOR ANTENNA LOCATIONS LIONSHEAD 160 MOUNTAIN BELL ROAD AZIMUTH 100° DOWNTILT= ** AZIMUTH 170° DOWNTILT= ** AZIMUTH 240° DOWNTILT= ** GPS ANTENNA VAIL, COLORADO ' MTN- 18(USWEST)/#414(SPRINT) , COAX LENGTH (FT) * COAX LENGTH (FT) * COAX LENGT-� (F-f) * COAX LENGTH FROM/TO nPEB SIZE RX/TX RX TYPEB ZE RX TX RX CABLE RX TX RX �'PE� (�) * DESIGN TYPE / / � TYPE/SIZE � SIZE GPS � ANTENNA TO LDF4-50A � LDF4-50A LDF4-50A � I N DOOR EQU I PM ENT CABLE � �2» 5' (MAX) 5' (MAX) � �2" 5' (MAX) 5' (MAX) � �2" 5' (MAX) 5' (MAX) (JUMPER) AND EXISTING TOWER � MOUNTED ANTENNAE CABLE TO LDF7-50A LDF7-50A LDF7-50A LDF4-50A SHEET TITLE TERMINATION PT. � 5�$» 153 153 � 5/8„ 173 173 � 5/$„ 150 �II 150 1/2„ 37 TERMINATI N T FSJ4-50A , , FSJ4-50A , , FSJ4-50A , I� , ELECTRICAL DETAILS _ 0 P . 5 (MAX) 5 (MAX) 5 (MAX) 5 (MAX) 5 (MAX) 5 (MAX) To ccA � �2» ��2» � �2�� U S W EST S P R I NT SHEET NUMBER REV. ��;�� * ESTIMATED LENGTHS FROM AVAILABLE INFORMATION. ** PROVIDE MECHANICAL DOWNTILT BRACKET ~'�'������`�� �°�� �� �r�� FIELD ENGINEER TO UPDATE ON AS-BUILT DRAWINGS DOWNTILT TO BE VERIFIED BY RF ENGINEER. ���������°�°�6;��,z, ���s � °�' 3 [ a � ; , �s . F � __„.. «, Aer � - a _��F�d � �,�°(°9//6 'R.��4 US WEST ESTIMATED ANTENNA CABLE �ENGTHS �= ����,��� � �� RX/TX (TYP) RX (TYP) ANTENNA- MODEL AND TYPE N � WCENT SUPPLIED GPS � J ' SEE ANTENNA SYSTEM GUIDELINES) ANTENNA � � � � � , , � Q , Q UNISTRUT P1000 X 12" � Y Y � � Y L4PNF CONNECTOR 4� O.C. MAX. ATTACH W � � L4PDF FEMALE DIN CONNECTOR ON ANTENNA ON GPS ANTENNA ( 2 ) HILTI SLV ANCH HX � J U L�PNM MALE "tv" 3/8 X 1 7/8. DRILL 3/8" DIA. = qNNECTOR -�°. °� � � � a m 1/2° TOP JUMPER. F4—PNMDM, 10 FEET LONG � (NOTE 1) LENGTH PER COAX TABLE BELOW BARE COPPER GROUN Q;, v L*PNF, FEMALE "N" CONNECTOR � J 3 ** GROUND KIT CONCRETE W o O W f' � = ANTENNA CABLE W a: WALL/CEILING o � � � / � j � Z , NON INSULATED Q z � 3 p `� GROUND KIT AT TRANSI110N TO ICE BRIDGE HANGERS � � z � LDF*-50A HELIAX COAX = _ ••- -' d SIZE & LENGTH PER ** � � �� v o � � W GROUND KIT *_ � � O O � COAX TABLE BELOW LDF 50A HELIAX COAX NOTE 1 - TOP JUMPER CONSISTS OF: (MAIN FEEDLINE) _ LENGTH PER TABLE > » i-- p UNISTRUT 1000 X 12 � v, 4, o 0 = BELOW L4DPM, 1/2" MALE DIN CONNECTOR 4� O. C. MAX. ATTACH W/ � � N N „ (2)#14 X 3" LG.��GALV. WD. � � �„ �„ ACCA INTERFACE LDF4-50A, 1/2 HELIAX COAX SCREWS OR 1/2 GALV. LAG - L*PNF, FEMALE "N" CONNECTOR BOLTS FOF USE IN WOOD � \ \ \ � ' L4PNM, 1/2° MALE "N" CONNECTOR FRAMING \ -- --- ----------------------------------------------------- ---------------------------- \ � � � 0 — L4PNM MALE "N" � � � � - 1/2" LUCENT BOTTOM JUMPER (AS REQUIRED) CONNECTOR � BARE COPPER GROUND (NOTE 2) LENGTH PER COAX TABLE BELOW . M N � O 0 i 2 — BOTTOM JUMPER COCVSISTS OF: �� ANTENNA CABLE W/ Z L4PNM, 1/2" MALE "N" CONNECTOR NON INSULATED HANGERS � L4PNF, FEMALE °N" LDF4-50A, 1/2" HELIAX COAX - L4PNF, FEMALE "N" CONNECTOR CONNECTOR STUD WALL/CEILING ,' (ATTACHED TO PRC.) (ATTACHED TO PRC.) L4PNM, 1/2" MALE "N" CONNECTOR ' '� * CONNECTOR SIZE ** ANDREW SUREGROUND GROUND NIT NOTES: HEDRICK �c �SSOC/A TES, LL C 1. MONOPOLE MOUNTED ANTENNA. R A C E WA Y — S TA N D�R D D E TA I L CONSULT/NG ENG/NEER/NG SERV/CE FOR 1/2" COAX — * — 4 FOR 1/2" COAX — SGL4-1064 2. DO NOT INSTALL ANTENNA GROUND CABLE SUPF'ORT 5951 South Middlefield Road, Suite 1UiJ - --�°---_ _ FOR 7/8" COAX - * - 5 FOR 7/8" COAX - SGL5-10B4 KIT ON CABLE BEND. Littleton, Colorado 80123-2877 � Tel: (303) 798-9445 Fax: (303) 798-9462 FOR 1-1/4" COAX - * - 6 FOR 1-1/4" COAX - SGL6-10B4 3. SEE ELECTRICAL LAYOUT DRAWING - FOR ANTENNA LOCATION. FOR 1-5/8" COAX - * - 7 FOR 1-5/8'� COAX - SGL7-10E4 D E TA I L 555 N.T.S. - AZIMUTH 100° DOWNTILT= ** AZIMUTH 170° DOWNTILT= ** AZIMUTH 240° DOWNTILT= ** GPS ANTENNA - -- REV. � COAX LENGTH (FT) COAX LENGTH (FT) COAX LENGTH (FT) COAX LENGTH FROM/TO CABLE CABLE CABLE CABLE (FT) TYPE/SIZE RX/TX RX TYPE/SIZE RX/TX RX TYPE/SIZE RX/TX RX TYPE/ GPS SIZE LDF4-50A LDF4-50A LDF4-50A TOP JUMPER ��2» 10 10 ��2" 10 10 ��2" 10 10 GPS ANTENNA ' KS24019 L 110A, L112 OR L116 LDF7-50A LDF7-50A LDF7-50A LDF4-50A -"----'��, PCS PROJECT MAIN FEED LINE 143 143 163 163 140 140 5� ` 1 5/8" 1 5�g" � 5�g�� ��2» _;, �� '�'�� "N" TYPE CONNECTOR ,_, � LDF4-50A LDF4-50A I � , LDF4-50A � . BOTTOM JUMPER ��2» 10 10 ��2» 10 10 ��2» 10 10 r I CABLE TERMINATION � , f� ** � � � DOWNTILT INFORMATION WILL BE PROVIDED WITH ANTENNA INSTALLATION DOCUMENT. ' SITE INFORMATION YPICAL ANTENNA CABLE CONFIGURATICN (SPRINT) 1/16�� THICK NEOPRENE GASKET ANTENNA ANTENNA ANTENNA NOTES: (PART OF MOUNT) LIONSHEAD AZIMUTH 100' AZIMUTH 170' AZIMUTH 240' � 160 MOUNTAIN BELL ROAD NOTE 1 NOTE 1 NOTE 1 (4) 10/32" STAINLESS STEEL SCREWS CAPTIVE IN MOUNTING VAIL, COLORADO ANT. COAX ANT. COAX ANT. COAX TELCO 1. BOND ANTENNA GROUNDING KIT CABLE (5/32" HEX DRIVER) CABLE CABLE CABLE DEMARC TO GROUND BAR MTN- 18(USWEST)/#415(SPRINT) GRND. KIT GRND. KIT GRND. KIT #2 BCW ACHINED ALUMINUM MOUNTING DESIGN TYPE #6 BCW 2. FOR GROUNDING CONNECTION & DETAILS, (KS24019 L115) POWER SEE LAYOUT DRAWINGS. CIGBE NEAR PANEL � . � ANTENNA �2� 3/s�°-�s x 3�8�� LONG INDOOR EQUIPMENT � ICE BRIDGE #2 gCW CUP POINT SET SCREWS #2 ecw BUILDING (3/16�° HEX DRIVER) AND EXISTING TOWER cROUN� — MOUNTED ANTENNAE � RING � GROUND ROD STANDARD 1-1/4" (SCHEDULE 40 CIGBE AT GALVANIZED IRON PIPE � EXISTING #2 BCW ICE BRIDGE SHEET TITLE US WEST NOTE: CONTRACrOR-PROVIDE ENOUGH IRON PIPE TO ALLOW BLDG. GROUND �2 BCW 2'-0" MINIMUM SEPARATION BETWEEN GPS AND TOP OF STRUCTURE TO JVHICH IT IS MOUNTED (EQUIPMENT OR GPS #6 BCW MIGB ROOFTOP MOUNTED ONLY). ATTACH PIPE TO STRUCTURE TO ELECTRICAL DETAILS ANTENNA PROVIDE NON-MOVING ANTENNA SUPPORT. CONDUITS S P R I NT GND KIT RACEWAY — STANDARD DETAIL #2 BCW GPS ANTENNA INSTALLATION ON POLE �-�'�� �y�� SHEET NUMBER REV. �:� aa-- , s� BTS �,;`�o:�t������• ;��'.���y� r4 �e a\�e j� Y CABINETS DETAIL 561C ' "���a ; � . /���. 5 N.T.S. - � -c�`•,. 6"l b ��,: � � � SCHEMATIC DIAGRAM GROUNDING SYSTEM REV. O �; � • `�,��s����` , \ ELECTRICAL SYMBOLS � � J ' 7 7 7 7 � ' e XIT GROUND ROD S 2 a , 0 ; � GROUND ROD 4 � � � J = �� DISCONNECT SWITCH » � � METER BASE �� 3 6 AWG FROM � 7�6 " /4 0 � � � � � a m d ANTENNA CABLE 2 0 � o p i 1) CIRCUIT BREAKER GROUND KIT o 0 0 0 0 o p Q p-� O U /"` GROUND BAR � o oi � a T � � � � � � GE GENERATOR ON WALL OR 3 � o o�' 0 508A � � o � ON ANTENNA � � p � 1 _ w o U � � � CADWELD TYPE CONNECTION TOWER �► Z �3 � � Z 1 a Z � W O � � COMPRESSION/LUG TYPE CONNECTION 509 , � Q a Z 3 t� -- GROUNDING WIRE � Z � � w � � � ° ° � XXX �—REPRESENTS DETAIL NUMBER LEGEND `" � °w °w ' � � � � f - O O O O O O O 1- COPPER GROUND BAR, 1/4"X 4"X 20", NEWTON INSTRUMENT C0. CAT. N0. � � �' `� OO OO OO O O O O O O O QO B-6142. HOLE CEMTERS TO MATCH NEMA DOUBLE LUG CONFIGURATION � � � � �, 2- INSULATORS, NEWTON INSTRUMENT CAT. N0. 3061-4 � ° N N a ABBREVIATIONS �O DO DO 3- 5/8" LOCKWASHERS, NEWTON INSTRUMENT C0. CAT. N0. 3015-8 `\° ' � � � 4- WALL MOUNTING BP,ACKET, NEWTON INSTRUMENT C0. CAT N0. A-6056 • AWG AMERICAN WIRE GAUGE GPS GLOBAL POSITIONING SYSTEM 5- 5/8-11 X 1" H.H.C.S.BOLTS, NEWTON INSTRUMENT C0. CAT N0. 3012-1 M N � o Z BCW BARE COPPER WIRE PCS PERSONAL COMMUNICATION SERVICE TWO HOLE LUG, - PRC PRIMARY RADIO CABINET PPC POWER PROTECTION CABINET TO BE USED WITH #2 AWG BCW TO � RWY RACEWAY EMT ELECTRICAL METALLIC TUBING BUILDING OR RING GROUND ' TYP TYPICAL IGR INTERIOR GROUND RING (HALO) GROUNDING — STANDARD DETAIL � !., RMC RIGID METALLIC CONDUIT ACCA ANTENNA CABLE COVER ASSEMBLY GROUND BAR DETAIL HEDRICK 8c �SSOCl�) TES, LLC ,• INSTALLATION OF GROUND WIRE TO GROUND BAR DWG DRAWING MIGB MASTER ISOLATED GROUND BAR CONSULT/NG ENG/NEER/NG SERV/CE GEN GENERATOR CIGBE COAX ISOLATED GROUND BAR EXTERNAL 5951 South Middlefield Road, Su��e 161~�`� �� � GR GROWTH BTS BASE TRANSMISSION SYSTEM DETAIL 508A Littleton, Colorado 80123-2877 N.T.s. — Tel: (303) 798-9445 Fax: (303) 798-9462 D E TA i L 500 �E TA I L 509 N.T.S. - REV. � _ � N.T.S. - 2 REV. REV. 2 _Yy . , � � �� .�.e� ' ACCA 12" APPROX. f ENCLOSURE 3 3/4" 6" � 1 1/4" D I A. ' MAX. I N��R �� A - _ _ _ - _ _ _ _ STANDARD ANDREW PCS PROJECT Tp�R NTENNA CABLE I FROM ANTENNA� GROUND KIT , -- ANTENNA CABLE BULKHEAD � � ENTRANCE. SEE SPECIFICATION WEATHERPROOFING KIT RX WEATHERPROOFING ANDREW 221213 KIT, ANDREW -- �" _�_-� SECTION 07900, JOINT SEALER # #221213 (TYP.) _, , - AND SECTION 09900, PAINTING CABLE GROUND KIT rX � I #6 AWG STRANDED COPPER GROUN '- �` � � � WIRE ( GROUNDED TO GROUND BAR) RX JUMPER -- „ 1 i � �� ANTENNA 'CABLES (STANDARD ANDREW GROUNDING KIT) ( TYP. ) �- � - � ( 13 PLACE� MAX. � � � � � SITE INFORMATION � ' ' � ' � � — � CONNECTION OF CABLE GROUND KIT �____, �-_ i ` ` ` � ` � ` � r-- 1/2" DIA. RF J�JMPER ' �; � , �; � TO ANTENNA GPS CABLE I--_ _ �- �'/ ANTENNA CABLE CABLES , I , � , � � � I i� TO CABLE TRAY LIONSHEAD / ` 160 MOUNTAIN BELL ROAD ' � � ` � ` � � ' ANDREW �� (TYP.) � ' � � � � � I ACCA 12'� APPROX. CONNECTOR � VAIL, COLORADO � � I � - .•• �.••.T ` , � � ENCLOSURE 2„ 6„ WEATHERPROOFING \ 1 I 6 AWG MTN- � H USWEST 414 SPRINT I � . KIT TYP. � �/� � � � � ••,.. � 2 1/2" DIA. � ) 509 `` _� MAX. FROM ANTENNA #2 AWG BCW BONDED DESIGN TYPE GROUND BAR A�SSEMBLY FRAME SUPPORr TO GROUND WIRE _ ON OUTSIDE OF\WALL ' . - � ANTENNA CABLE - - - - - - I � ALONG CABLE TRAY #6 AWG. GROUND TO BAR �� � ,/ ' ASSEMBLY WITH LUG. � � � INDOOR EQUIPMENT �__�� ( TYP. 13 PLACES ) 508A WEATHERPROOFING KIT /' I QN #2 AWG BCW TO RING OR - ANDREW #221213 � ---_-_� �__ ___ D EXISTING TOWER 5osa --' MOUNTED ANTENNAE BUILDING GROUND. (AS SHOWN CABLE GROUND KIT 2 AWG BCW GROUNDING BAR, NEWTON, SIMILAR TO 509 - ON DWG.) GROUND TO BAR ASSEMBLY � WITH LUG. #6 AWG STRANDED COPPER GROUN WITHOUT INSULATORS, MOUNTED NEAR - SHEET TITLE WIRE ( GROUNDED TO GROUND BAR) ANTENNA GROUNDING — STANDARD DETAIL (STANDARD ANDREW GROUNDING KIT) GROUNDING — STANDARD DETAIL INSTALLATION 8c CONNECTIONS OF THE GROUND CONNECTION OF CABLE GROUND KIT CON (�ECTION OF GROUND WIRES TO ELECTRICAL DETAILS WIRES AND ANTENNA CABLES TO GROUND BAR TO ANTENNA CABLE �� � �';�� ���f,�� GROUNDING BAR AT 3 ANTENNAS ����sv����s���� NOTE: DO NOT INSTALL CABLE GROUND KIT AT A BEND �a�.,< <,�� ��,,,�� S P R I NT AND ALWAYS DIRECT GROUND WIRE DOWN TO � `������� SHEET NUMBER RE GROUND BAR. � . ��''•. � -��"n�� DETAIL 5� 2 DETAIL 513 DETAIL 514 ����a�;���`� � N.T.S. - N.T.S. - N.T.S. - - � REV. 2 , REV. � �. � ' REV. � , .� ` �l \ / ` . 0 ! r . �. . � , r ° � � � � � � , � � � � t � � ' ' µ ' � ' ` � � ; ' ' \� � f . ( + � � �trnirraylf'al'" aw w�.auste+�r� � . � ms�,� � .�:ii�n�,av.sw�.'sa-ies �, '/' nm� 'r��an,.r�.-�«,,.�+mrew�s�x . 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F , - -- - � ' � .she/f r>n�l�'_ �f�n � //3 u a ` , � ' '� . � 9" ' �k` /D,, , i . � - . ' � � �� � ,,' -� � _ - f , e%-20z-/ ¢ �, , � yra�iny� DRAWING NO . � '�- ¢ � � 3�8/7/ � � flAfiE- ROGEqB-NAGEL-LANGMART - ARCHITEGTS T�� 1626 STOUT ST. DEtVVER , COLORA�O 80202 i d -��-^- 2/9 7D ' � - -u" , �� J06 NO. +� ,y �,*; tEIEPHONE � AREA CODE — 303 222-4731 � L 3x 3x � coh f i ;; ' z--See /6S8 p�l,y Q � _ __ � ' DRAWN � � � _ she�f'o`ry/e � �, ' � , � � � � �, �''A�I C�: ���C�L.Q l�:r�.k�� , - - . ,_ , � ' , ' � ` � 1 -- APPROVED �-'°fJD _ - ,V�� I`.1Q`. ',...7'�'' X-�AfZ S , ,� ' [� „ , ___ _���UC�'�''��"�' �U�Li�1'it,t_. � ' � el. 20l-O ', � � �.� , . _ � � ��:=� � � _ , , �_;,� , � � ' _ ~�- , � i ,✓''.��. ��?��,,, ,� �� T . ____, __LL `,r..,. ° _ � � � � • , " F',,,��,�, �5������, �r,;.' -� �-..! , -- - --- ! G��,�,�'�.�,._--�_��.T,�.[1...� _ __ _ _ . ' � -- .^ , `� �^ �� 1�! . � ' ",� � � �' ��� ��Z,cs�. ' � � - C�� SLC']�/Ol�l , �•��� �� �-: � ''� �_ , � � -, -f - - - - - -- _ , u � �/ � ��. � �`�. `� . 3"4`�� x v f` H•���-�`!�I� _ .G. ,_ � . , � c� � -� _o , � - �� C.�UI I�.l�l" _ _ •,t�, G c` � ..r . � � t°a,�S'�n A�t,'��"`� � .`- . �,,,�:.�F�.a,'-�' �"���:a�'?���w ��.'.`�a���l�'t '���'*� * r_,.1�S r<-�' • `"`� �� �`4'�'C ' `' ��, "��: °µ THE MOUNTAiN STATES TEL, $ tEl. CO. /�2�r� -c� �,� ' ARCH. ENGR. COLO. ENGR. DEPT. DENVER , COLURADO � ,� ' � � �, �_ . - --- - -- -�- -- - - -- - -- - -�--- -- - �.--�----.�__. - --_-u - --` _ ___ _�___ -- - __ _ __ _------___ __.�---- _ --- -__..___ _�.. ____�_ ---_____ .___-- _--------- -- � i _ - - - - -- - - -- -- ---— - _ ; - _ - - -- - fr -- � � - � � , _, � � , 13 c p � - . � � � � � F 1 . , � � , ��1.,{�`� _ �� . � , , �; ; � � � f � , � � GENERAL NQTES �,���� ��,� � - E�� � � � ' G-r.�-v��Ca - ��� - f , 1 o Foundation, Desi n 6ased on soil re ort �12�1d b Woodward-CI de 8� Associateso - � , s p Y Y M•�t�c.H� �, t��4 . ; Fcs�fi'rn�s sf�a11 rest on medrum dens� cobbly gG�v�ls, ar fill constructed of similar �iC� I�SUE � ` , gravels and compacted to l0(Plo densitya Footing pressures do nat exceed 5000 psfo , ` � � under buiiding or 1500 psfd under the towern � � , � ` , 2„ Backfill: Backfill shal{ be placed no sooner than five �5} days after placing cancrete �,� �3T'� " and shal! be compacted� Placement of fili shall be accomplished such that structure E _ � � � � is nofi displaceda � t „�Cv_� - _ �� � ° r_ _ . , , - � � � � ` 3, Concrete; All concrete sha1) confiain entrained air4 Cast-in-place concrete �ha11 [ � , _ � , i � �-.� ��,�. , _ 1 ' � contc�in Type 1 cement and shal I have ultimate comp�ess'rve streng#h of 4U00 psi at � - ' ` � � 28 days„ �Waffle slabs norfih of line E, north and east walls, tower footings, and ; -'_- _ -�. �� - � 1 I ' ' i retaining wal(s may have an ultimate strength of 3000 psi� �' - ;w.--,r•�-- �, � �, = -# � '-��.�, � `� - � ~; �.��`�.....__._, T� ��4_ _ ,^ 'N,� , 1 4� Reinfrarcing Steel: Detafling, fabricating and plc�cing of reinforcing bars shalf be in �7--g � accnrdanc� with ACI 315 Detailing Manuald Al! bars shall conform ta ASTM-A-615, � ' � � \ �.�'"'.� �_� �"`� � �' • Grade 60, except that ties and stirru s shall be Grade d0� Provide 2 �5 bars at ecc1� � , „ ' - � � � �' � p ' ' ' ,; �`' �.,,``` f , ., side of al! openings in �valls and slabsn Suc}�r bars shall extend at lec�sfi 24 inches as� �. , " �, �-,- $ � �. �' �I , � 2/, J28- l��`� _" _ � enin� A E ` t� = --�_ __-- ,..�---�--- -- ._._ _ _ _ _ t h e op ___ _�_ _ ___ __ _ _ _ _ �`� � 5, Structural 5teelz All detai(in , fabricafiion and erection of structural steel shall co��form ! ` 9 � � , to AISC Specs„ 7th Editiono All steel shat) conform to ASTM-A-3ba � ; , , C �� � ,�� -�� T� _� L..., .__ ; �. . � � " . , fop o{_ opgs. _�I.--72 6't� � - ' ' _ �, - ' . � T 6o De�ign; Design is in accordance with the Uniform Building Code, i97d Editiono �' � P C C�n C� �/��/I� � - �' �� - . �" � - ,� ` • �4 Desig� Live Loads: _ � . ,�h - f � �_ � _ . . � � ��5 �oof: �o p5fe . ; ; Upper F1oor; 175 psf� {' � � 8�� l_G�fQI/7ltt " -Wt�ff � �_ �--�z-- " � - � � " Lower Floor: 17� psf„ 9 c do���oi�� Qncho•� s/_o�s , � -' � s�ee - ,�rch .L��vc" AI-A - � '" � -- e� _�_ , � ' ; _ �= f'or- reln{rcrrrg `- _-- _, __ ---- - ,� �S u�/��°'C5� i _ ;�*-z.. 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