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Plans P003XC047 (CCI # 879526) Sprint \l � ( (0. 2,G /3 . ), � Sp rint® CONSTRUCTION DRAWINGS 41011' M CITYO R UILDP, `'� nI I VI E IVS EOD N 1 RDSO TX 75082 121 N. PROJECT DATA PROJECT CONTACTS DRAWING INDEX GENERAL DYNAMICS wireless Serv.c.r, SITE ADDRESS: 8777 SW BURNHAM GOVERNING CODES APPLICANT SHEET I DESCRIPTION TIGARD, OR 97223 SPRINT SPECTRUM LLC. IBC -2009, INTERNATIONAL BUILDING CODE W/ LOCAL AMENDMENTS 1750 FOUNDERS PARKWAY, SUITE 120 T -1.0 TITLE SHEET LATITUDE: 45 °2542.11" N ALPHARETTA, GA 30004 A -1.0 EXISTING OVERALL SITE PLAN LONGITUDE: 122 °465.23" W NEC -2008, NATIONAL ELECTRICAL CODE CHRISTIAN AUSTIN SOURCE CCI APPLICATION PH: 206.713 2032 A -2.0 EXISTING ENLARGED SITE PLAN CdSCdClld PM DATUM: NAD 83 A.D.A COMPLIANCE A -3.0 ENLARGED EQUIPMENT PLANS INSTALLATION IS UNMANNED AND NOT FOR HUMAN HABITATION. PROPERTY OWNER 5501 NE 109TH COURT, SUITE A -2 JURISDICTION: WASHINGTON COUNTY HANDICAP ACCESS IS NOT REQUIRED PER A.D.A. CITY OF TIGARD AND TIGARD WATER DISTRICT A -4.O ENLARGED ANTENNA PLANS VANCOUVER, WA 98662 APN (MAIN): 2S102AD03450 13125 SW HALL BLVD A -5.0 ELEVATIONS PH -- 360.885.9200 APN (WIRELESS SITE): 2S102AD03401 TIGARD, OR 97223 A-6.0 ANTENNA & COAX DETAILS I ` ZONING CLASSIFICATION: MUC -CBD TOWER OWNER A-6.1 ANTENNA & COAX DETAILS II 1 GROUND ELEVATION: 166' AMSL CROWN CASTLE INTERNATIONAL TOP OF (E) MONOPOLE: 100' AGL 8547 154TH AVE. NE A -7.0 RRU DETAILS a� • REDMOND, WA 98052 A-8.0 OUTDOOR EQUIPMENT DETAILS wddiP�•>I..>•�_� OCCUPANCY GROUP: U BRYAN ADAMS, PMP co ?, CONSTRUCTION TYPE: II -B PH: 425.202 2775 A -9.0 CONSTRUCTION DETAILS o ■ � NG1N EF 9 ssi 0 SITE ACQUISITION AND LEASING E -1.0 ONE -LINE DIAGRAM AND PANEL SCHEDULE N + CROWN CASTLE INTERNATIONAL E -1.1 ELECTRICAL DETAILS a' 7 ; 1 : � r - PROJECT SUMMARY DRIVING DIRECTIONS 8547 052 E-1.2 ELECTRICAL DETAILS a BRYAN ADAMS, PMP E -2.0 GROUNDING SITE PLANS LLJ PH: 425.202.2775 E -3.0 GROUNDING RISER DIAGRAM - 0 REGON FROM PORTLAND INTERNATIONAL AIRPORT: THIS PROJECT INCLUDES THE FOLLOWING SCOPE OF WORK: ZONING & PERMITTING CONSULTANT E-4.0 GROUNDING DETAILS 1. HEAD SOUTHWEST ON NE AIRPORT WAY (0.4 MI) CASCADIA PM GN -1 GENERAL NOTES - On '4) 1 2" �C7. 1. PROPOSED MODIFICATION OF AN EXISTING TELECOMMUNICATIONS 2. KEEP RIGHT AT THE FORK (0.1 MI) 5501 NE 100TH COURT, SUITE A -2 8 - `a • ` _ FACILITY. 3. SLIGHT RIGHT TO STAY ON NE AIRPORT WAY (0.1 MI) VANCOUVER, WA 98662 GN -2 GENERAL NOTES �L OO NOAH GRODZIN 4. KEEP LEFT AT THE FORK (1.6 MI) GN -3 GENERAL NOTES CPM PROJECT N•.: •629 2. PROPOSED REMOVAL OF THREE (3) EXISTING EQUIPMENT CABINETS AND 5. TAKE THE INTERSTATE 205 S RAMP TO INTERSTATE84 /PORTLAND /SALEM (0.5 MI) PH. 971.285.6645 INSTALLATION OF TWO (2) NEW EQUIPMENT CABINETS. GN-4 GENERAL NOTES PRELIMINARY 6. MERGE ONTO 1 -205 S (2.6 MI) CONSTRUCTION MANAGER 3. PROPOSED REMOVAL OF TWELVE (12) PANEL ANTENNAS AND ASSOCIATED 7. TAKE EXIT 21 B TO MERGE ONTO 1 -84 W /U.S. 30 W TOWARD PORTLAND (5.4 MI) GENERAL DYNAMICS WIRELESS SERVICES NO. DATE D/C DESCRIPTION COAXIAL CABLES WITH INSTALLATION OF THREE (3) PANEL ANTENNAS, SIX (6) 8. TAKE THE EXIT ON THE LEFT ONTO 1 -5 S TOWARD BEAVERTON /SALEM (1.6 MI) 8880 SW NIMBUS AVENUE, SUITE B '�`�j 7 ' t �''1 0 07 -13 -12 TT/TT 90% REVIEW RRU'S WITH ASSOCIATED HYBRID CABLE/COAXIAL CABLE. ROUTING OF 9. SLIGHT RIGHT TO STAY ON 1 -5 S (6.3 MI) BEAVERTON OR 97008 CT 1 08 -03 -12 MM/TT CLIENT COMMENT ANTENNA. PROPOSED COAXIAL CABLE TO FOLLOW EXISTING ROUTING. REMOVAL OF ONE 10. TAKE EXIT 294 TOWARD OR- 99W/TIGARD /NEWBERG (0.3 MI) TIM JAMES P� (A''� - (1) EXISTING GPS ANTENNA AND INSTALLATION OF ONE (1) PROPOSED GPS 11. MERGE ONTO OR -99W S /SW BARBUR BLVD PH: 503 -207 -7570 Approved ' L�.�. [ SUBMtTT ona AL 12. CONTINUE TO FOLLOW OR -99W S (1.3 MI) PROJECT MA "� ".GER Conditionally Appro ` NO DATE D/C DESCRIPTION 4. PROPOSED MODIFICATION OF EXISTING 100A ELECTRICAL SERVICE AND 13. TURN LEFT ONTO SW HALL BLVD (0.6 MI) GENERAL DYNAMICS WIRELESS SERVICES See Letter to: Follow [ l 0 08 -15 -12 BU /BU BP SUBMITTAL TELCO /FIBER IF REQUIRED FOR INSTALLATION OF NEW 200A POWER/FIBER 14. TURN RIGHT ONTO SW BURNHAM ST 8880 SW NIMBUS AVENUE, SUITE B PROTECTION CABINET. DESTINATION WILL BE ON THE RIGHT (459 FT) BEAVERTON, OR 97008 Attached JAY GRATCHNER �,T L / 0. • � �� Z •, ESTIMATED TIME 31 MINUTES PH: 503- 602 -2703 Permit 1V , Uer: 2 C.• / l ESTIMATED DISTANCE: 20.8 MILES C -- � SITE NUMBER RF ENGINEER Address: �+ 7 �� STA NETWORK SERVICES By: t„t /- Date: {o- P003XC047 PNW ENGINEERING PM �� CCI SITE # 879526 PROJECT VICINITY MAP MIKE ZIEHNERT PH: 503- 754 -9725 SITE NAME Approved plans TIGARD Woodard "t �• t�' f ... `� AAV MANAGER rut , Lr � ,.�. lx, ,..1 GENERAL DYNAMICS WIRELESS SERVICES shall be on job site. SITE ADDRESS AAV WASHINGTON TIGARD, OR 97223 s",, 1000 124TH AVE. NE, SUITE 200 ''`- BELLEVUE, WA 98005 OFFICE A -'• -.,y1' - .- . ; 1 7 17 STEVE LEUPOLD l � �� iJ COPY l r ' /'? � .A ,,t PH: 425 -6235782 APPROVAL LIST li;--, . ,�, �� h4 Q .611 STRUCTURAL ENGINEER TITLE SIGNATURE DATE SHEET TITLE f � VECTOR STRUCTURAL ENGINEERS +``' - '' 3' et ~ ? 9138 S STATE ST., SUITE 101 PROPERTY OWNER TITLE SHEET /�'�a ' SAN DY, UT 84070 „,. "" s,1 \,., A �Y ROGER T ALWORTH, S.E. SPRINT REPRESENTATIVE • , 21 ,' v 16.0. PH: 801.990.1775 PROJECT MANAGE - iI '- ` -' -4 \ �`�.�� } PROJECT LOCATION N SITE ACQUISITION �( @ , X7 1 1 TN MN ZONING T SHEET NO. s' �`� W E CONST.MANAG .:. T -1.0 t � l � ti r 'Y � I RF ENGINEER / �` \�,Iy '}�. '(5, Finn(' Part s AAV MANAGER DRAWING LEGEND 0 /' • / ' �♦ �� \ - - - - - - SUBJECT PROPERTY LINE ♦ \ ADJACENT ZONING Sprint ADJACENT PROPERTY LINE ♦ MUC CBD f o o ' ♦ SPRINT PROJECT AREA LEASE AREA \ / ' COAX (E) COAX ROUTE •, C �l: � ♦ SEE SHEET A -2.0 HYBRID (N) HYBRID CABLE ROUTE .1 {y \ / \ T TELCO ROUTE i 1 �` � I \ 41115P \ T / P TELCO/POWER ROUTE / \\ -" • \ F FIBER ROUTE / P POWER ROUTE ,� I \ / ', / ,poi EAST ERNE i ' \ \ i / / F / P FIBER/POWER ROUTE RICRAROSON, TX 73082 - 1121 L / ♦ \ EXISTING FENCE v \ O il GENERA DYNAMICS 42) (E) CANOPY � \ i / i I / X -X.X Services \ I / / X s ELEVATION MARKER J ADJACENT SHELTER \\ \ \ \ MUC -CBD 0 ♦ '...\ \ /' \ o APN (WIRELESS S �/ I © SECTION MARKER zsl 0 40 \ ® Cascadia PM • \ \ i AREA: 0.21 21 A RCES ` I 5501 NE 109TH COURT, SUITE A-2 1 COMMON ABBREVIATIONS VANCR, WA \ ` I ( E EXISTING ♦ 1 (E) TRAIN TRACKS ) /\ \ \ 7 I (P) PROPOSED SI (TYP) (N) (TYP) NEW TYPICAL 4_' iii .�•� � 0 4 V6T/ APN (MAIN PARCEL): \ ` N c"� 'w ( S+ Nil \ \ \ 0 7 2S1ouD03aso . \ I 04 I o g'. �NG s f AREA: 3.76 A CRES \ M (�� ■ ♦ \ I SITE PLAN DERIVED FROM; EXISTING DRAWINGS, GIS, AERIAL \ Iz ' ti / • REGON \ \ 0, // INGRESS / EGRESS FROM \ Q (1 e � zee 441# 1 \ / SW BURNHAM ST ( 8 -1`+ L O �atatta/ - \ N \ . CPMPROJECTN•.: '629 ADJACENT ZONING \ / / ` ` \ PRELIMINARY MUC-CBD \ ®\ N O. DATE / DESCRIPTION \ 0 07 -13 -12 TT/TT 90% REVIEW (E) ASPHALT ` 1 08 -03 -12 MM/TT CLIENT COMMENT PARKING AREA I ` (E) FENCE (TYP) ' I \ v I SUBMITTAL \ \ , NO. DATE D/C DESCRIPTION \ \ ® \ 0 08 -15 -12 BU /BU BP SUBMITTAL ■ \:\ I \ (E) SUBJECT \ \ 1 \ PROPERTY LI (TYP) ` % \ . �` ' \ \ P003XC047 \ CCI SITE # 879526 (E) ADJACENT \ ` r (E) BUILDING ,� ® ( \ \ \ PROPERTY LINE (TYP) /r — (TYP) ff: +.0 \ \ SITE NAME f `++aa \ \ TIGARD (E) SIDEWALK (TYP) \ / 69 1 / Q I I I \ \ \ SITE ADDRESS / \ \ J Ni . / I ■ I 1 ADJACENT ZONING ` \ 8777 SW BURNHAM \ ! \ + MUC -CBD \ TIGARD, OR 97223 " (E) GRASS I SHEET TITLE i . (E) OVERALL I \ ( ) { \ SITE PLAN TN MN I \ I I W E \ \\ SHEET NO. • S A SCALE: i" = 80' -0" (11X17) 0' 40' 80' 180' .0 1 EXISTING OVERALL SITE PLAN SCALE: 1" = 40'-0"(22X34) • fr Sprint 39 -4 • (COMPOUND AREA) • 10' -0' 2' - 1" 8-8" 11'-6' , 10' -2" . 1301 EAST =LOUT ORNE RICHARDSON, TX 75082 -4124 _—•-- _._ • ___.. _ —..___ - — __• -__. ........ _ h .. 1 GENERAL DYNAMICS . Wireless Services (E) SPRINT EQUIP. MOUNTED TO I -BEAMS ON (E) 8' -0" X 14'-6" CONC. — r' .N.....N%: PAD (LEASE AREA) (E) SPRINT (E) 24' WIDE SPRINT g a COAX ROUTE ICE BRIDGE (TYP) Ca5C8Cild PM j 71\ Mg 5501 NE 109TH COURT, SUITE A -2 .�4�4�4� VANCOUVER, WA 98882 (E) 24" WIDE 1:. PH: 380.885.9200 SPRINT ICE en _ BRIDGE (TYP) 'i�i (E)100' -0' MONOPOLE; OTHER c" •:. :•:4 N CARRIER ANTENNAS NOT ABOVE W . c ∎ i� $ . SHOWN FOR CLARITY ... _41 1991 . co 11E1 ;:;:40 M4 ' A ofo - --_-.. ,A._ z c.4.�c . Q ktig kr - -- Ir■ - - " - - ±9 - .- - 9-k \* ,-;.. e ; ‘ , 4 0INE k . d> is 8 & t.. 1 9 04 O '�a \, a U i r � x . A � . - 8 ' • REGON 0 10 s. a 1 4 (E) SPRINT TELCO i -O ��, 2 c(C'A ( ONC. PAD /LEASE AREA) r & POWER ROUTE Z 8 - s. , O (E) SPRINT GPS ANTENNA PIPE - 4K � - -- D 7 +� - MOUNTED TO ICE BRIDGE POST ,� i C PM PROJECT N..: • 629 (E) SPRINT (COMA) 4 `•‘? 2 ANTENNAS (TYP) o '�� 0 PRELIMINARY • i.; . (E) SPRINT UTILITY H -FRAME W/ 100A NO DATE D/C DESCRIPTION . ...• AC PANEL, 100A GENERATOR 0 07 -13 -12 1 T/TT 90% REVIEW • '.4 .� „■ DISCONNECT & 100A MAIN DISCONNECT 1 08 -03 -12 MM/TT CLIENT COMMENT • O � L..... (E) SPRINT FIBER CABINET �49, SUBMITTAL 4 � (E) SPRINT 200A METER BASE W/ DISCONNECT NO DATE D/C DESCRIPTION { t ' ” 0 08 -15 -12 BU /BU BP SUBMITTAL (E) TELCO BOX SITE NUMBER ( E) AT&T EQUIPMENT (E) METER BOARD P003XC047 SHELTER (OTHER CARRIER) CCI SITE # 879526 1. SfTE NAME N _ 4 L TIGARD ^ 1 SITE ADDRESS V 8777 SW BURNHAM TIGARD, OR 97223 ` SHEET TITLE . `4 in ., (E) ENLARGED 4 SITE PLAN AU . SHEET NO. . NEV F SCALE: 1/8' = 1' - 0" (11X17) 0' 4' 8' 16' A 2 . 0 1 EXISTING ENLARGED SITE PLAN SCALE:1 /4 " =1'-0"(22X34) • • 3" NOTE: 2' -5" 3' -0' • Ii ALL EXISTING EQUIPMENT REFLECTED ON IL, 2' g • , THE SIDE BY SIDE INSTALLATION TO BE REMOVED UNLESS NOTED OTHERWISE. • o Sprint • �� - (N) SPRINT BBU CABINET .1 wirer : .:. � / (N) SPRINT MMBS CABINET �n 4 7 En ,•••♦ P, .•. ♦4' 1 (N) MOUNTED TO (N) MMBS MUDROOM Pr .�♦�.�♦� ..�� (E) LB 1301 EAST inaca a n DANE R 1301 AST TX ota D NE (E) _,, , • �. ♦ • ♦ • ♦ 1 COAX RIOUTE �D •.♦ (N) SPRINT HYBRID T f ax (N) 200A PPC CABINET CABLE ROUTE GENERAL CYNAMIC ON 4-0" H- FRAME � Wir ©less Servces Q ( E ) RF• �� ?• �i�� • ♦•♦ . ♦.♦.•. ♦ . • . • . ♦• . • . ♦, � / CABINET • �•• ♦ e ♦ � , � � . ? � ,;.�. � . � . ■ � .�� W CABINET �� ,2��. � v� . o k �! r � .:.; ��::��.�.�� a 1 :2 .. A.. .L.L...L...L....A..........♦../ .° a , ∎.A.A.A AL L.A.A..AA.A.i ■ z — • _ •� (E) SPRINT COAX ROUTE Cascadia PM O o 0 (E) 24" WIDE SPRINT ICE (E) 24• WIDE SPRINT ICE 5501 NE 109TH COURT, SUITE A - (E) PWR (E) PWR CABINET BRIDGE (NP) CABINET BRIDGE (TYP) V ANCOUVER, WA 98882 PM: 360.885.9200 (E) 24" WIDE SPRINT ICE SPRINT I I I BRIDGE (TYP) ABOVE BRIDGE (TYP) ABOVE t (E) BATTERY (E) SPRINT GPS ANTENNA PIPE ( (E) BATTERY L + CABINET CABINET (E) SPRINT GPS ANTENNA PIPE •■••�_ •1•rra�i MOUNTED TO ICE BRIDGE POST MOUNTED TO ICE BRIDGE POST _ ") � ( G Q N . t S �` Z t' �� I *' d ��5 GI M E S'i Z �' M ° } (E) SPRINT EQUIP. MOUNTED TO ° (E) SPRINT EQUIP. MOUNTED TO c al (V • 8 ; " 4 ' -0• 1 -BEAMS ON (E) 8' -0" X 14'-6" CONC. I. 8' -0• I -BEAMS ON (E) 8' -0" X 14 CONC. 7:1 ( PAD/ LEASE AREA) PAD (LEASE AREA) N (GONG. PAD/ LEASE AREA) PAD (LEASE AREA) lL • REGON 1 EQUIP. SITE PLAN - EXISTING SCALE: 1 /4' =1'-0 (11X17) 0' - • 4 8' 2 EQUIP. SITE PLAN - SIDE BY SIDE SCALE: ,l4• =,'-0"(11X17' 0' • -• 4' 8' fr . 4 SCALE: 112" = 1' -0" (22X34) SCALE: 1/2" = 1' -0" (22X34) ) O 'q� le ' 2 8 -1 ,4 3" �/- 2 / ... ,♦��.� ® CPM PROJECT N•.; •629 f 6 " : .:♦�. ; (N) SPRINT BBU CABINET PRELMNARY • \ 0 z? 1 .� • , . � • �♦�, (N) SPRINT MMES CABINET m N 0 TT/TT 90DESCRIPTION % REVIEW . ., 1 08 -03 -12 MM/TT CLIENT COMMENT (N) SPRINT GPS • •�. .� PIPE MOUNTED O N NNA irk 0 ..0, 4 ,-- MMBS MUDROOM ® SUBMITTAL NO. DATE D/C DESCRIPTION • • ' ,.•♦•., 0 08 -15-12 BU /BU BP SUBMITTAL •.../ (N) SPRINT HYBRID (N) 200A PPC CABINET a - -- - WV - �•... SITE NUMBER ON 4•-0" H -FRAME w . CABLE ROUTE AI ink � ... m 1 CCI SITE # 879526 qIEP 1 411 7 1 4 �� l J i �V .��.��. 44, AL AI. AL �'Vt.j. SITE NAME a •' !! ! ■ �!�!�!L!L!.!� TIGARD 0 SITE ADDRESS 0 o 8777 24" WIDE SPRINT ICE 8777 SW BURNHAM BRIDGE (TYP) TIGARD, OR 97223 (E) 24" WIDE SPRINT ICE BRIDGE (TYP) ABOVE SHEET TITLE ENLARGED EQUIPMENT PLANS 4- 1 - Z a �� j j SHEET NO. N (CONC. PAD / LEASE AREA) "I F • SCALE: 1!4"= 1' -0" (11X17) 0' 2' 4' 8' A 3 3 NOT USED 4 EQUIP. SITE PLAN - FINAL SCALE: 1 /2• =1' -0•(22X34) Z , ° (E) SPRINT (COMA) ANTENNAS (TYP OF o �� 6) TO BE REMOVED A T FINAL STAGE � � 5 p r i n t . ° ,� 5��'Gc� y'\/ 5t' H = R, . , (E) SPRINT (COMA) ANTENNAS Q ,13' , Z Pe / (TYP OF 6) TO BE REMOVED p� -c•' w 2 ; _ *.- 0, ., DURING SIDE BY SIDE STAGE a�\�J < i =. K/ I 41112P \ ,,,NNN. i g 40 t � o lnc . lx 10082 -4�i24 G ,,,,Z1- wh :.; GENERAL GYNANIIC � , Wireless Services (E) 100-0" MONOPOLE; THE A '92 OTHER CARRIER ANTENNAS ` (i ,OVN NOT SHOWN FOR CLARITY () G 4‘.3 NT �� E NNP 0 • (E) SPRINT (CDMA) ANTENNAS .g2 Mq S OO - .� N'' * vj��,� / (TYP OF 6) TO BE REMAIN M ur M Ecro �' pS�S � DURING SIDE BY SIDE STAGE x 290. C C PM 0 , orr 5501 NE 109TH COURT, SUITE A -2 pl 0‘) 2 A� -- VANCOUVER. WA 98882 N s - i i - • - PH' 380.885.9200 P�� ) t )q -1-9 .../ ( N) SPRINT ANTENNA 8 RRU • c -1 • (FjG • t 7 2p �NT (TYP) SEE 4/- z z m � ► M U rH S F Cr OR O c N 8.0 • (E) ANTENNA PLATFORM $ 0 c m C a 1 8.0• _ .1•)/Fa s t 9'2.. U * "L ROTATED 60 CLOCKWISE ° c = /' - y M ( S . � �� a T MN (E) 100' -0" MONOPOLE; THE OTHER CARRIER -I �y n w S. n T N MN M V�� NG N �E 9 S, � 4 r ANTENNAS NOT SHOWN FOR CLARITY ° p I2 W E 7 ap W E .- (t. 7 , 1, . w.4 n x S S W • REGON SCALE: 1/4 "= 1-0" (11X17) 0' 2' 4' 8' SCALE: 1/4 "= 1' - 0" (11X17) 0 ' 2' 4' 8' 1 ANTENNA PLAN - EXISTING I SCALE:1 /2 " =1'-0"(22X34) • 2 ANTENNA PLAN -SIDE BY SIDE SCALE: /2 " =1'-0"(22X34) + • . III O � gytB, 2CF 8 -1�Q , O �.x CPM PROJECT •.: ' .29 PREUMINARY NOTE: F�'vYT G.O. NO. DATE D/C DESCRIPTION st EXISTING SPRINT CDMA ANTENNAS TO BE REMOVED AT A FUTURE DATE, T.B.D. (TYP) ��M Ty Ma Q��y 07-13-12 0 1 08 -03 -12 MMt CLIENT COMMENT NOTES: 4, -.0 �a t 3J 1. NEW ANTENNAS AND ALL MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. SUBMITTAL VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. /ti ,a-N4 NO. DATE D/C DESCRIPTION 2. TOWER STRUCTURAL ANALYSIS TO BE PERFORMED BY OTHERS. SPRINT NETWORK VISION INSTALLATION SHALL 0 08-15-12 BU/BU BP SUBMITTAL NOT START UNTIL ENGINEER RECEIVES COPY OF APPROVED STRUCTURAL ANALYSIS OR ASSESSMENT. /wc, •9,c AIL 3. CONTRACTOR RESPONSIBLE FOR PROVIDING TOWER RIGGING PLANS, SUBJECT TO OWNER APPROVAL. 3 0 3 •;? SITE NUMBER 4. REFER TO STRUCTURAL ANALYSIS FOR APPROVED HYBRID COAX CABLE PLACEMENT. •A‘ Ili P003XC047 5. REFERENCE A-6.1 FOR HYBRID COAX CABLE ATTACHMENT PER STRUCTURE TYPE. JC�� CCI SITE # 879526 Wil ,6*1. �O �NN 6o SITE NAME e�`�`,p) TIGARD SITE ADDRESS 8777 SW TIGARD, OR 97223 m E Z SHEET TITLE (E)100' -0" MONOPOLE; THE OTHER CARRIER c i ANTENNAS NOT SHOWN FOR CLARITY . Z 18.0• ENLARGED Mk (N) SPRINT RRU'S MOUNTED NEAR i> 1 N ANTENNA PLANS • ® ANTENNA; (1) 800MHZ 8 (1) 1900MHZ n m z TN MN PER SECTOR (TYP) n a (N) SPRINT 800MH7l1900MHZ DUAL A W -E SHEET NO. igiv POLE ANTENNA; TYPICAL OF (1) PER SECTOR • SCALE: 1/4 "= 1' -0" (11X17) 0' 2' 4' S 8' A 4 3 NOTES 4 ANTENNA PLAN - FINAL scALE: /r = 1'-0"(22X34) • NOTES: NOTES: NEW ANTENNAS AND ALL MOUNTING HARDWARE TO BE NEW ANTENNAS AND ALL MOUNTING HARDWARE TO BE PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. Sprint . . ding° 1301 EST =KOUT OWE RICIMRDSON, lX 78082 -4124 (E) LIGHTNING ROD @ ± 105' -0" TIP HEIGHT (E) LIGHTNING ROD @ ± 105' -0" TIP HEIGHT GENERAL DYNANIICs Wireless Services (E) & (N) SPRINT ANTENNA TIP HEIGHT dh (E) & (N) SPRINT ANTENNA TIP HEIGHT d 106' -0" 106' -0' { N) SPRINT ANTENNA RAD CENTER (N) SPRINT ANTENNA RAD CENTER A. II 103' -0" Ilk 103' -0" ��i �1_ (E) TOP OF CCI MONOPOLE (E) TOP OF CCI MONOPOLE Cascadia PM 111 111111 100' -0' 100' -0" 5501 NE 100TH COURT. SUITE A -2 VANCOUVER, WA 98662 PH: 360.685.9200 (N) SPRINT 800MHZ/1900MHZ DUAL a (N) SPRINT 800MHZ/1900MHZ DUAL a POLE ANTENNA; TYPICAL OF (1) , POLE ANTENNA; TYPICAL OF (1) ®, PER SECTOR ® PER SECTOR cc m • _ �om (N) SPRINT RRU'S MOUNTED NEAR (N) SPRINT RRU'S MOUNTED NEAR ��' "�� ANTENNA; (1) 800MHZ & (1) 1900MHZ ANTENNA, (1) 800MHZ & (1) 1900MHZ 6 ? ' PER SECTOR (NP) PER SECTOR (TYP) o ., e NG INEF R di .. M 4 (E) OTHER CARRIER ANTENNA RAD CENTER � � (E) O CARRIER ANTENNA RAD CENTER 7 ' ± 75' -0" a ± 75' -0' x W 1 Co IR • REGON - ' 4 /' ia, 2cP } CPM PROJECT Ns.: i 629 x PRELIMINARY NO. DATE D/C DESCRIPTION 0 07 -13 -12 TT/TT 90% REVIEW 1 08 -03 -12 MM/TT CLIENT COMMENT 0 co SUBMITTAL x (E) 100' -0" MONOPOLE; (N) HYBRID CABLE (E) 100' -0" MONOPOLE; (N) HYBRID CABLE NO. DATE D/C DESCRIPTION ROUTING PER TOWER ENGINEERING ROUTING PER TOWER ENGINEERING 0 08-15-12 BU /BU BP SUBMITTAL PROFESSIONALS STRUCTURAL PROFESSIONALS STRUCTURAL ANALYSIS, DATED 5/12/2012 ANALYSIS, DATED 5/12/2012 - SITE NUMBER irc P003XC047 CCI SITE # 879526 SITE NAME TIGARD 0 . SITE ADDRESS s z > Y 8777 SW BURNHAM x (E) 6' -0" TALL CHAIN LINK x (E) 6' -0" TALL CHAIN LINK TIGARD, OR 97223 FENCED COMPOUND FENCED COMPOUND SHEET TITLE s 1 11 1 : m E TOP OF TOWER FN w' ty` T a s t (E) TOP OF TOWER FNDN. � �' , 3 m �`, �� °3I �. �I �� ` 0' -0" DN. � � � � . � � �.� �:X r�� {) , ELEVATIONS ° s:, ' I.. I. ^: � o °�(. �5 � : ,..,, . >...:. i._..- ..::w_ _I f:a:.:_ (E) GRADE (166'AMSL) 0 ., o- k? '. .. 1 V ? / (E)GRADE(166'AMSL) SHEET NO. - SCALE: 1/16" = (11X17) 0 � . 16' 32' 2 EAST ELEVATION -FINAL SCALE: 1/16" = 1' -0" (11X17) 0' - � ' 16' 32' A -� • 0 I NORTH ELEVATION FINAL SCALE:1 /8 " =1'-0"(22X34) MI IN IN SCALE:1 /8 " =1'-0"(22X34) • M • MANUFACTURER: POWERWAVE 1 PART NUMBER: P65 16 XLPP -RR " LENGTH: 72.0" I Sprint WIDTH: 12.0" SPRINT ANTENNA & COAX LENGTH SCHEDULE DEPTH 6.0" A WEIGHT W/O BRACKETS: 49.0 LBS 600MHZ -45' 900MHZ +45' WEIGHT W/ BRACKETS: 56.0 LBS eooMHZ +as -�. SECTOR QTY. ANTENNA MODEL MECH. AZIMUTH RAD CENTER COAX LENGTH COAX TYPE RRU MODEL(S) JUMPER SIZE O I_ DOWNTILT & LENGTH BRACKET MODEL#'S: 7256.00 & 7454.00 0 co Q O CU ` -J ALPHA 1 P65 -16- XLPP -RR T.B.D.° 50° 103-0" 136-0" TYPE 2 RRH -C2C & 1/2" & 6' 411 RRH - 1301 EAST LOOKOUT DRNE - - t RRH -C2C & RICHR•DSON. IX 75082 - 4124 till 1V� I BETA 1 P65 -16- XLPP -RR T.B.D. ° 170° 103' -0" 136' -0" TYPE 2 RRH -P4 1/2" & 6' PCS2 -45 ■ PCS1 -45• GAMMA 1 P65 -16- XLPP -RR T.B.D.° 305° 103' -0" 136' -0" TYPE 2 RRH -C2C & 1/2" & 6' 1900MHZ -4s• RRH -P4 GENERAL DYNAMICS Wireless Services TYPICAL ANTENNA PORT DETAIL GPS 1 TMG -HR -26NCM N/A N/A 12' -0" 25' -0" 1/2" N/A N/A FRONT SIDE NOTES: ,---, Cascadia PM � . N 1. HYBRID /COAX CABLE LENGTHS ARE APPROXIMATE. CONTRACTOR TO FIELD VERIFY LENGTHS PER FINAL ICE BRIDGE I . .) , CONFIGURATION AND STRUCTURE MOUNTED ROUTING. 5501 NE 109TH COURT, SUITE A - \�� / VANCOUVER, WA 98662 \ / PH: 360.885.9200 ∎ - 2. ALL HYBRID /COAX CABLE INSTALLATION SHALL CONFORM TO CURRENT SPRINT STANDARDS. SEE DETAILS ON SHEET A -6.1. BOTTOM NOTES: 3. ALL HYBRID /COAX CABLE CONNECTIONS TO BE WEATHERPROOFED. SEE DETAILS ON SHEET A -6.1 _ al 1. IF REQUIRED, PAINT ANTENNAS AND RRU'S TO MATCH THE EXISTING STRUCTURE AND /OR BLEND WITH THE ,♦ 4. ALL RET CABLE TO BE SUPLIED BY COMMSCOPE AND SHALL BE 9 IN LENGTH, MODEL # iRET AISGv1.1..1 SURROUNDING AREAS USING NON- REFLECTIVE PAINT. 5. NEW SPRINT ANTENNAS INCLUDE RESPECTIVE RRU'S WHICH ARE MOUNTED ON THE PIPE BEHIND THE ANTENNA, SIMILAR i� , • u.t�� 2. VERIFY FINAL RF CONFIGURATION WITH CLIENT REPRESENTATIVE PRIOR TO COMMENCEMENT OF CONSTRUCTION. TO THAT SHOWN ON DETAIL #4, THIS SHEET. o �'• N- s 3. ALL ANTENNA INSTALLATION AND TESTING SHALL CONFORM TO CURRENT SPRINT STANDARDS. C? 6. CONTRACTOR TO FIELD VERIFY EXISTING AZIMUTHS BEFORE RELOCATING THE ANTENNAS. IF RELOCATION IS REQUIRED, N �C 4. NEW SPRINT RRU'S ARR MOUNTED TO PIPE MAST BEHIND ANTENNAS SIMILAR TO THAT SHOWN ON DETAIL 4/ -. NOTIFY SPRINT RF ENGINEER PRIOR TO RELOCATION. 7 1 r x x Lu " 1 SPRINT ANTENNA SPECIFICATIONS SCALE: NTS (11X17) 2 ANTENNA & COAX SCHEDULE SCALE: NTS (11X17) . ,' . REGON SCALE: NTS (22X34) SCALE: NTS (22X34) /; 0,.., V GPS NOTES: SHALL SOLIDLY BIND 8 %4 • , CLAMP (SHALL BE SOFT) TERMINATION CLOSURE wy! 1. THE GPS ANTENNA MOUNT IS DESIGNED TO FASTEN TO A STANDARD CPM PROJECT N•.: • 629 " GPS; TMR- HR- 26NCM; GPS TO 1 "0, SCH. 40, GALVANIZED STEEL OF STAINLESS STEEL PIPE. THE PIPE MUST NOT BE THREADED AT THE ANTENNA MOUNT END. PRELIMINARY BE MOUNTED A MIN. OF 2' 1 ABOVE MMES -BBU CABINET 1 �`` ;)+ TWO POINTS SHALL BE FIXED NO. DATE D/C DESCRIPTION 2. THE PIPE SHALL BE CUT TO THE REQUIRED LENGTH (MIN. OF 18 ", 8' -0" IF (E) OR (N) 2 -3/8" O.D. MIN. �r :. i .� BEFORE RRU CONNECTION 0 07 -13 -12 TT /TT 90% REVIEW .1 . MOUNTING TO PROPOSED MMBS -BBU) USING A HAND OR ROTARY PIPE ANTENNA PIPE MOUNT `C 1 CLOSURE AND ROLLED CABLE 1 08 - 03 - 12 MM/TT CLIENT COMMENT =0 CUTTER TO ASSURE A SMOOTH AND PERPENDICULAR CUT. A HACK '� GPS MOUNT; TMR -LMNT SAW SHALL NOT BE USED. THE CUT PIPE END SHALL BE DEBURRED. (N) SST STANDARD HANGER ANTENNA MOUNT CABLE SHALL BE PLACED NOT TO SUBMITTAL ATTACHED TO PIPE 3. IT IS CRITICAL THAT THE GPS ANTENNA IS MOUNTED SUCH THAT IT IS TOUCH WITH TOWER STRUCTURES WITHIN 2 DEGREES OF VERTICAL AND THE BASE OF THE ANTENNA IS (3) (N) BREAKOUT UNITS, CLAMP DETAIL OR OTHER MATERIALS. BENDING NO DATE D/C DESCRIPTION WITHIN 2° OF LEVEL. TYP OF (1) PER SECTOR ■ RADIUS OF ROLLED CABLE SHALL 0 08 -15 -12 BU /BU BP SUBMITTAL - � (N) SPRINT ANTENNA BE LARGER THAN REQUIREMENTS 4. DO NOT SWEEP TEST GPS ANTENNA. (E) ANTENNA SUPPORT (N) I - SEE 1/A -6.0 & 2/A -6.0 OF SPECIFIC PRODUCT. FRAME 800Mhz 1" 0 STD. PIPE; LENGTH AS 5. ATTACH GPS MOUNTING PIPE TO NEW MMBS -BBU USING (4) 8MMx15MM (E) TOWER/MONOPOLE P O A A R I1 n CROSS -OVER PLATE SITE NUMBER REQ'D TO OBTAIN DESIRED SS BOLTS AND (4) 1" PIPE STRAPS. GPS TO BE MOUNTED A MIN. OF 2' -0" MOUNT PER PLAN AND (MTS PART #XP -2040) HEIGHT - SEE 2/A -6.0 \ ELEVATION 111 ABOVE MMBS -BBU CABINET. .` P003XC047 CCI SITE # 879526 (E) OR (N) 2 -3/8" O.D. SITE NAME J MIN. ANTENNA PIPE o MINIMUM OF 75% OR I. ��il.I_-� . . MOUNT TIGARD 270° IN ANY DIRECTION - ilei�1 I " PIPE MAST MOUNTED TO i _ 270° / 1111 \ � \ (N) COAX SITE ADDRESS MUDROOM CABINET W/ 1 I REQ'D HARDWARE 'I -I� COLOR CODE BAND / II/ BLOCK OR 8777 SW BURNHAM GPS ]- SOFT CLAMP TIGARD, OR 97223 I AO NEW 4" SST CLAMP, 1900Mhz (N) RET ANDREW #31670-3, RRU �, � I- (NP) 1 i I I CABLE TYP, OF (2) PER . ... . l .. BREAKOUT UNIT SHEET TITLE i , I GPS - OBSTRUCTIONS MUST BE BELOW 15° SUPPORT HYBRID ` �` �+I\ ANTENNA & CABLE WITHIN 12" OF I COAXIAL CABLE - SEE 2/A -6.0 ( \� �t , 1 I ' MEDUSA STANDARD HANGER IN I (N) SST COAX COAX DETAILS " '11 o o SNAP -IN FOR EXCESS NEW HYBRID FANOUT STANDOFF CABLE TE CABLES CABLE TYPICAL OF 3. ( ) • SUPPORTED BY HOISTING GRIP EVERY 200' -0" SIDE VIEW OF COAX SHEET NO. SUPPORT SCALE: NTS (11X17) SCALE: NTS (11X17) A-6.0 3 GPS ANTENNA MOUNTING & REQUIREMENTS - SCALE: NTS (22)(34) 4 TYPICAL BOOM AND STAND -OFF MOUNTING DETAIL SCALE: NTS (22X34) TYPE 1 TYPE 2 TYPE 3 TYPE 4 TYPE 5 TYPE 6 TYPE 7 \) h TYPICAL HYBRID CABLE COLOR CODE TYPICAL JUMPER CABLE COLOR CODE TOTAL LENGTH -35 m (114.8') -55 m (180.5') -65 m (213.3') -80 m (262.5') -100 m (328.1') -120 m (420.0') -160 m (550.0') Sprint SECTOR FIRST RING SECOND RING THIRD RING FREQUENCY ANTENNA PORT RRU PORT CABLE COLOR HYBRID POWER AWG 6 1 PAIR, AWG 4 1 PAIR, AWG 4 1 PAIR, AWG 10 1 PAIR, AWG 8 1 PAIR, AWG 6 1 PAIR, AWG 6 1 PAIR, CABLE AWG 12 3 PAIR AWG 10 3 PAIR AWG 8 1 PAIR, AWG 8 3 PAIR AWG 6 1 PAIR, AWG 8 3 PAIR AWG 6 1 PAIR, ALPHA GREEN NO TAPE NO TAPE RET RET N/A CONFIGURATION AWG 10 2 PAIR AWG 8 2 PAIR AWG 8 2 PAIR • CABLE DIAMETER 25mm (0.98 ") 27mm (1.06 ") 30mm (1.18 ") 30 /32mm' 32mm (1.26 ") 39.2mm (1.54 ") 43.5mm (1.71 ") BETA GREEN GREEN NO TAPE 800 MHz 800 MHz +45° ANT 1 WHITE BENDING RADIUS 300mm (12 ") 330mm (13 ") 390mm (15 ") 450mm (18 ") 450MM (18 ") 457mm (18 ") 533MM (21 ") GAMMA GREEN GREEN GREEN 800 MHz -45° ANT 0 BLUE OPTIC CABLE LC/PC-to-LC/PC, SINGLE MODE . - DU CABINET (POWER 1301 FAST LOOKOUT DRIVE PCS1 45° ANT 0 BLUE CABLE TERMINAL 2 PAIR POWER AND OPTIC CABLE WITH PE PIPE RI;HARDSON, TX 75082 - 4124 MAX SIZE AWG 4) FREQUENCY COLOR CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE PCS1 +45° ANT 1 WHITE RRU POWER CABLE AWG 8, 14.7- 15.4mm SPEC AWG 10, 11.5- 12.4mm GENERAL DYNAMICS FREQUENCY FIRST RING SECOND RING 1900 MHz PCS2 -45° ANT 2 GREEN 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER 2 PAIR POWER Wireless Services NON USE POWER AND OPTIC AND OPTIC AND OPTIC AND OPTIC AND OPTIC AND OPTIC 800 MHz YELLOW GREEN PCS2 +45° ANT 3 BROWN AND OPTIC CABLE CABLE WITH PE CABLE WITH PE CABLE WITH PE CABLE WITH PE CABLE WITH PE CABLE WITH PE PROTECTION PIPE PIPE PIPE PIPE PIPE PIPE 1900 MHz YELLOW RED RET RET RED SAMSUNG FIBER 0.51bs /If 0.61bs /If 0.81bs /If 0.91bs /If 1 11bs /If N/A N/A ASIA TAI 0.71bs /If 0.71bs /If 0.71bs /If 0.71bs /If 0.71bs /If N/A N/A NOTE: TESCO N/A N/A N/A N/A N/A 1_61bs /If 2.21bs /If Cascadia PM ON HIGH CAPACITY SITES OR FOUR SECTOR SITES NEEDING AN ADDITIONAL LINE AND RRU CONTACT GDIT SITE SUPERVISOR FOR COLOR CODE INFORMATION ON ADDITIONAL LINES. 5501 NE 109T1-1 COURT. SUITE A -2 VANCOUVER, WA 98882 PH. 380 885.9200 SCALE: NTS (11X17) SCALE: NTS (11X17) 1 HYBRID & JUMPER COAXIAL CABLE COLOR CODING SCALE NTS (22X34) 2 HYBRID CABLE TYPES & SPECIFICATIONS SCALE NTS (22X34) — �. 2" SPACE co � tS' r1 2" TAPE 2" TAPE BETWEEN HYBRID 2" TAPE 2" TAPE 2" TAPE RING 2" TAPE RING o �\ � NC?INEF. S) 0- 2" TAPE 1" SPACE SECOND RING 1" SPACE THIRD RING CABLE COLOR CODE FIRST RING SECOND RING 2" SPACE 1" SPACE SECOND RING 1" SPACE THIRD RING FIRST RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR FROM END OF 2" TAPE RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER c:J Ili HYBRID COLOR CODE RINGS SECTOR) RINGS SECTOR) COLOR CODE CODE CODE BREAK -OUT CYLINDER FIRST RING RINGS x SECTOR) RINGS t SECTOR) t 7 ' 1 • . ` T- I I n COPPER -tt- �j ijjjj ' -,,- -r Tti - -rv - . - v� - r • - LU _. __ q��___. N O'4 RECD iii' To RRU ►, @� �.�. - 8 1 12 ' (6) FIBER ��.�. • 2. I CABLES J CPM PROJECT NO. • 629 HYBRID COLOR CODE TAPE HYBRID COLOR CODE HYBRID COLOR NO SPACE FREQUENCY COLOR HYBRID COLOR CODE HYBRID COLOR CODE J WRAP TAPE AROUND HYBRID PRELIMINARY (SEE TABLE FOR DETAILS) TAPE (SEE TABLE FOR CODE TAPE (SEE BETWEEN CABLE CODE (SEE TABLE TAPE (SEE TABLE TAPE (SEE TABLE CABLE. THREE CABLE TO .. — DETAILS( TABLE FOR DETAILS) FOR DETAILS) FOR DETAILS) FOR DETAILS) TIMES, MIN. (TYP) CABINET ,, NO. DATE D/C DESCRIPTION 2" SPACE ° 0 07 -13 -12 TT/TT 90% REVIEW 2" TAPE 2" TAPE BETWEEN HYBRID 2" TAPE 2" TAPE 2" TAPE RING 2" TAPE RING 1 08 -03 -12 MM/TT CLIENT COMMENT 2" TAPE 1" SPACE SECOND RING 1" SPACE THIRD RING CABLE COLOR CODE FIRST RING SECOND RING 2" SPACE 1" SPACE SECOND RING 1• SPACE THIRD RING _ FIRST RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR FROM END OF 2" TAPE RING BETWEEN (IF APPLICABLE PER BETWEEN (IF APPLICABLE PER HYBRID COLOR CODE RINGS SECTOR) RINGS SECTOR) COLOR CODE CODE CODE 1. BREAK -OUT CYLINDER FIRST RING }� RINGS Jr SECTOR) }� RINGS SECTOR) SUBMITTAL J. (4) PAIR ' 1 1 II t _ - I _ - I t NO. DATE D/C DESCRIPTION COPPER - -- - - ijjir€r 0 08 -15-12 BU /BU BP SUBMITTAL � i x3 TO CABINET ?it&:ti:i i ..yi � b• i � � � � �.�� SITE NUMBER (6) FIBER ' d elk... P003XC047 • CABLES L CCI SITE 6 879526 HYBRID COLOR CODE TAPE HYBRID COLOR CODE —I HYBRID COLOR CODE NO SPACE FREQUENCY COLOR HYBRID COLOR CODE HYBRID COLOR WRAP TAPE AROUND HYBRID (SEE TABLE FOR DETAILS) TAPE (SEE TABLE FOR TAPE (SEE TABLE FOR BETWEEN CABLE CODE (SEE TABLE TAPE (SEE TABLE CODE TAPE (SEE CABLE. THREE CABLE TO SITE NAME DETAILS) DETAILS) FOR DETAILS) FOR DETAILS) TABLE FOR DETAILS) TIMES, MIN. (TYP) RRU TI GARD NOTES: 2" TAPE 2" TAPE 2" SPACE HYBRID CABLE CONNECTION AT CABINET SECOND RING FIRST RING BETWEEN CABLE CODE 2" TAPE SITE ADDRESS 1. ALL CABLES SHALL BE MARKED AT THE TOP AND BOTTOM WITH 2" COLORED TAPE OR STENCIL TAG. COLOR FREQUENCY COLOR FREQUENCY COLOR AND FREQUENCY THIRD RING 8777 SW BURNHAM TAPE SHALL BE OBTAINED FROM GRAYBAR ELECTRIC. CODE CODE COLOR CODE CABLE # 1" SPACE TIGARD, OR 97223 2. THE FIRST RING SHALL E CLOSEST TO THE END OF THE CABLE AND SPACED APPROXIMATELY 2" FROM AN 1' -- - - t -* END C WEATHERPROOFING, OR BREAK -OUT CYLINDER, WITH 1" SPACE BETWEEN EACH RING - 3. THE HYBRID CABLE COLOR SHALL BE APPLIED IN ACCORDANCE WITH THE "TYPICAL HYBRID CABLE COLOR 2 FROM RRU , ❑ ANTENNA END SHEET TITLE CODE" TABLE ABOVE FOR THE RESPECTIVE SECTOR. OF JUMPER 4. INDIVIDUAL POWER PAIRS AND FIBER CABLES SHALL BE LABELED WITH BOTH THE HYBRID CABLE COLOR FOR 2" SPACE 2" TAPE 2" TAPE THE RESPECTIVE SECTOR AND A FREQUENCY COLOR CODE IN ACCORDANCE WITH THE "FREQUENCY COLOR 2" TAPE BETWEEN CABLE CODE FIRST RING SECOND RING ANTENNA & CODE FOR PAIRS AND FIBER CABLES OF HYBRID CABLE" TABLE ABOVE. THIRD RING AND FREQUENCY FREQUENCY COLOR FREQUENCY COLOR 5. A 2" GAP SHALL SEPARATE THE HYBRID CABLE COLOR CODE FROM THE FREQUENCY COLOR CODE. Jr1" SPACE CABLE # y COLOR CODE y CODE y CODE y COAX DETAILS I I 6. THE 2" COLOR RINGS FOR THE FREQUENCY CODE SHALL BE PLACED NEXT TO EACH OTHER WITH NO SPACES. - I "I " I 1 " I 1 7. THE 2" COLORED TAPE(S) SHALL EACH BE WRAPPED A MINIMUM OF 3 TIMES AROUND THE HYBRID CABLE OR 1 RRU & END INDIVIDUAL CABLES, AND THE TAPE SHALL BE KEPT IN THE SAME LOCATION AS MUCH AS POSSIBLE. 1 FROM ANTENNA 8. COLOR BAND ON JUMPERS SHALL BE 2" WIDE WITH A 2" SPACE. OF JUMPER SHEET NO. JUMPER CABLE CONNECTION AT RRU AND ANTENNA 1 SCALE: NTS (11X17) A 6. 1 3 HYBRID COAXIAL CABLE TAPE COLOR CODING SCALE NTS (22X34) NOTE: \ SEE SHEET E -3.0 FOR ADDITIONAL GROUNDING, COAX 1, EXOTHERMIC WELDS (2). 2 AWG BARE TINNED SOLID COPPER 1 AND FIBER ROUTING INFORMATION. CONDUCTORS TO GROUNDING BAR. ROUTE CONDUCTORS TO 1 (E) SPRINT ANTENNA GROUND BAR BURIED GROUNDING RING AND PROVIDE PARALLEL print (3 TOTAL, 1 PER SECTOR) EXOTHERMIC WELD. / I,- (E) SPRINT MASTER GROUND GROUNDING LEGEND 2 EC SHALL USE PERMANENT MARKER TO DRAW THE LINES BAR AT TOP MASTER TOWER BETWEEN EACH SECTION AND LABEL EACH SECTION ( "P ", "A ". I I I "N ". "I ") WITH 1" HIGH LETTERS. I I I I I MOB1 MASTER GROUND BAR I I 3. ALL HARDWARE 18 -8 STAINLESS STEEL. INCLUDING LOCK . _ 7 [ I - C ONNE CT ION FROM (E) SPRINT I A08 ANTENNA GROUND ROD WASHERS, COAT ALL SURFACES WITH AN ANTI -OXIDANT miial�i�' • -„,,,,,,,,,,,a I _i'r_ ANTENNA GROUND BARS TO (E) MASTER COMPOUND BEFORE MATING. ALL HARDWARE SHALL BE " - "_ A 1301 � MECHANICAL CONN STAINLESS STEEL 3!8 INCH DIAMETER OR LARGER. EAST LOOKOUT OWE .. GROUND BAR AT TOP OF TOWER (TYP) (DOUBLE HOLC O NN) : r ; ; ° %;y.S'� L • 7., ROOK/SON, T% 73062 -4124 _ s s " "= L % " • EXOTHERMIC CONNECTION 4. FOR GROUND BOND TO STEEL ONLY: INSERT A CADMIUM FLAT is . t , WASHER BETWEEN LUG AND STEEL, COAT ALL SURFACES -, s s s %, i ., " ` s ` s ,: • CO WITH AN ANTI-OXIDANT COMPOUND BEFORE MATING. :z7,; MGR 40 :A= s :A., - ; , ' • SPECIFICATI NNECT PER MANUFACTURER GENERAL DYNAMICS " - , i � % � *;; 5. NUT U WASHER SHALL BE PLACED ON THE FRONT SIDE OF THE S' GROUNDING BAR AND BOLTED ON THE BACK SIDE. INSTALL Wireless Services �I� `, r i � = BLACK HEAT- SHRINKING TUBE, 600 VOLT INSULATION ON ALL ■ ♦ � "s GROUNDING TERMINATIONS. THE INTENT IS TO �� WEATHERPROOF THE COMPRESSION CONNECTION. • "" 1 1 6. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE * 1 \` V� // ll / � / 7 TYPE OF TOWER, ANTENNA LOCATION, AND CONNECTION ��,� `" / // ORIENTATION. PROVIDE AS REQUIRED. ` / // 7. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS Cascadia PM i ', . ` /// / SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. r / / / � ` A �� , „ / / 8 WEATHERPROOFING SHALL BE TYPE AND PART NUMBER AS 5501 NE 109TH COURT, SUITE A - \ / / ; i,� ■ SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. VANCOUVER. WA 98662 \ \ ( � PH. 360.885.9200 \ s{ " ' . � �"'; "'" 9. SUPPLIED AND INSTALLED BY CONTRACTOR (E) OR (N) SPRINTANTENNA MOUNTING PIPE CONNECTED TO WHEN THE SCOPE OF WORK REQUIRES THE ADDITION OF A �iiS��+�: (E) ANTENNA GROUND BAR GROUNDING BAR TO AN EXISTING TOWER, THE �; ;�:' SUBCONTRACTOR SHALL OBTAIN APPROVAL FROM THE y14F (N) SPRINT RRU'S CONNECTED TOWER OWNER PRIOR TO MOUNTING THE GROUNDING BAR \` - -- .�•i. TO (E) ANTENNA GROUND BAR; TO THE TOWER. ONE (1) CONNECTION PER RRU '. 11. EXTEND TWO (2) 2 AWG TINNED CU CONDUCTOR FROM BURIED GROUNDING RING AND CONNECT TO THE NEW TOWER. FOLLOW MANUFACTURERS RECOMMENDATIONS FOR GROUNDING CONNECTIONS TO THE TOWER. (APPLICABLE TO NEW TOWERS ONLY.) _ _ 12. NUMBER OF GROUNDING BARS MAY VARY DEPENDING ON THE 1 TYPICAL ANTENNA GROUNDING (FINAL) SCALE NTS ( 11X17) ORIENT ATION. T TOWER, ATIO N. THE UBCO N TRACTACTORSH A LL BE RESPONSIBLE ORITN. THE SUBCONTRACTOR SHALL BE NSIBLE SCALE: NTS (22X34) FOR INSTALLING ADDITIONAL GROUNDING BARS AS REQUIRED, PROVIDING 50% SPARE CONNECTION POINTS. I CPM PROJECT NO XXXX I CONNECTION FROM (N) SPRINT _ . - 13. EXPOSED GROUND WIRES TO BE NON METALLIC LIQUID TIGHT. UTILITY H -FRAME TO (E) MASTER -- __ . -._ _ -- .... . i_ r ". (N) SPRINT BBU CABINET CONNECTED TO NOT GROUND BAR _ - SEE SHEET E -3 __ .♦.� ( ) SPRINT MASTER GROUND BAR .0 FOR ADDITIONAL GROUNDING, COAX 14. ALL DETAILS ARE SHOWN IN GENERAL TERMS. ACTUAL PRELIMINARY .,��, AND FIBER ROUTING INFORMATION. INSTALLATION AND CONSTRUCTION MAY VARY DUE TO SITE NO DATE D/C DESCRIPTION _ - SPECIFIC CONDITIONS. 0 07 -13 -12 TT/TT 90% REVIEW r S ?��♦�, 1 08-03 -12 MM/TT CLIENT COMMENT I_ ' 1 , I . 15. GROUND ALL ANTENNA BASES, FRAMES, CABLE RUNS, AND . , OTHER METALLIC COMPONENTS USING GROUND WIRES AND �. =�:y __ Ai - (N) SPRINT MMBS CABINET CONNECTED CONNECT TO SURFACE MOUNTED BUS BARS. . FOLLOW SUBMITTAL T O (E) SPRINT MASTER GROUND BAR ANTENNA AND BTS MANUFACTURERS PRACTICES FOR // I 40..._ ��1 GROUNDING REQUIREMENTS. GROUND COAX SHIELD AT BOTH NO. DATE D/C DESCRIPTION / I �1►� o 08-15-12 BU/BU BP SUBMITTAL ,� ��. CONNECTION FROM (N) SPRINT GPS PRACTICES. ENDS AND EXIT FROM TOWER OR POLE USING MFR'S / I I .: .`♦:; TO (E) MASTER GROUND BAR 16. ALL GROUND CONNECTIONS SHALL BE EXOTHERMIC. ALL { I / • �• - CONNECTION FROM (N) UTILITY - f IP�/♦�♦' WIRES SHALL BE COPPER THHN/THWN. ALL GROUND WIRE H -FRAME GROUND TO (N) 200A PPC i �.��♦�, SHALL BE GREEN INSULATED WIRE ABOVE GROUND. SITE NUMBER ' ■ � I I Kir — ,w� 17. CONTRACTOR TO VERIFY AND TEST GROUND TO SOURCE. P003XC047 \ GROUNDING AND OTHER OPERATIONAL TESTING WILL BE ' I \ I l ■ �. • � ` �1 WITNESSED BY SPRINT WIRELESS, LLC. REPRESENTATIVE. CCI SITE # 879526 \ .�.�.�.• \ \ \ •�•�♦�• GENERAL � 18. REFER TO DIVISION 16 GENERAL ELECTRIC; SITE NAME � . \ \\ \\ •�•�•� ,.• �� ELECTRICAL PROVISION AND COMPLY WITH ALL TIGARD \ \ \ \ �� REQUIREMENTS OF GROUNDING STANDARDS. \ (E) SPRINT MASTER 19. ELECTRICAL CONTRACTOR TO PROVIDE DETAILED DESIGN OF SITE ADDRESS MGB " GROUND BAR GROUNDING SYSTEM PER SPRINT STANDARD GROUNDING 8777 SW BURNHAM 7 7 /( METHOD, AND RECEIVE APPROVAL OF DESIGN BY TIGARD, OR 97223 AUTHORIZED SPRINT MOBILITY REPRESENTATIVE, PRIOR TO / _ -- \ / INSTALLATION OF GROUNDING SYSTEM. PHOTO DOCUMENT I ALL EXOTHERMIC AND GROUND RING I (E) GROUND RING (TYP) 20. NOTIFY CONSTRUCTION MANAGER IF THERE ARE ANY SHEET TITLE DIFFICULTIES INSTALLING GROUNDING SYSTEM DUE TO SITE SOIL CONDITIONS. GROUNDING SITE \ (E) FINAL GROUND LEAD FROM 21. ALL EXISTING GROUND BARS, WIRES & CONNECTIONS SHALL MASTER GROUND BAR BE FIELD VERIFIED. ANY DEFICIENT ITEMS SHALL BE PLANS \ EQUIPMENT GROUND RING ( TYP) REPLACED AS REQUIRED TO ACHIEVE ADEQUATE GROUNDING • \ I REQUIRED BY SPRINT. I SHEET NO 1 - - -- — E -2.0 2 EQUIPMENT GROUNDING (FINAL) SCALE NTS (11X17) SCALE NTS (22X34) GENERAL GROUNDING NOTES I ANTENNA ANTENNA ANTENNA SECTOR A I I SECTOR B I I SECTOR G I LEGEND \ (E) SPRINT (N) 800/1900 MHz (E) SPRINT (N) 800/1900 MHz (E) SPRINT (N) 800/1900 MHz • EXOTHERMIC CONNECTION 1 ANTENNA (TYP) SPRINT ANTENNA ANTENNA (TYP) SPRINT ANTENNA ANTENNA (TYP) SPRINT ANTENNA Sprint n ,— MECHANICAL CONNECTI COMPRESSION CONNECTION AGB ANTENNA GROUND BAR • CGB COLLECTOR GROUND BAR i. COAX C OAX JUMPER JU MPER COAX MGB MASTER GROUND BAR T J UMPE R _ T 800Mhz & /— 800Mhz & T 800Mhz & Ic*4 tosoN, LOOKOUT 5082 - 124 _ — 1900Mhz 19 1900Mhz 7 7 j 7 7 7 E 1 cc w GENERAL DYNAMICS i z 2' 2 i = 2 Wireless Services 'T T < Cr L71 U C CI g g g C( + G-13— J —' C( � T : C(T+c —I -I— D I 7 Cascadia PM o 4 re { 4 O )° - 7 w K N 5501 NE 109TH COURT, SUITE A -2 1 #10 AWG = W I #10 AWG 3- 7 I #10 AVNG m 0 VANCOUVER, WA 98662 ? 2 S W S w PH 360.885.9200 I I 2 2 I Zf NOTE: I ALL HYBRID CABLE INTERNAL GROUND I I 5 I ' WIRES TO BE TRIMMED TO FIT AND I ATTACHED TO GROUND BAR. DC / FIBER DC / FIBER , lEj #2 AWG L - ((E)_#2 _ #2 AWG ,--,__,L _ - (E)12 AWG - J 7 I r I I I GROUNDING NOTES �' 1. NO WELDINGING OF ANY KIND ON CROWN CASTLE INTERNATIONAL (CCI) `, TOWERS. IF SPRINT REQUIRES A NEW GROUND BAR INSTALLATION OR (E) UPPER TOWER GROUND BAR TO BE ATTACHED HOME RUN GROUND LEAD ON A CCI TOWER, CONTACT CCI FOR L. APPROVAL PRIOR TO PROCUREMENT AND INSTALLATION OF ANY DIRECTLY TO TOWER WITH MECHANICAL DC / FIBER GROUNDING EQUIPMENT. CONNECTORS WITHOUT CHERRY ISOLATORS; NO HOMERUNS ALLOWED ON (E) OR (N) GROUND BARS 2. ALL GROUNDING CONNECTIONS SHALL BE MADE BY EXOTHERMIC WELDS. I CPM PROJECT NO.: XXXX AT THE COMPLETION OF THE PROJECT EXOTHERMIC WELDS SHALL INCLUDE ALL CABLE TO CABLE, SPLICES, ETC. ' ALL CABLE TO GROUND RODS, GROUND RODS SPLICES AND LIGHTING PRELIMINARY PROTECTIONS SYSTEM AS INDICATED. GROUND FOUNDATION ONLY AS NO. DATE D/C DESCRIPTION INDICATED BY PM. ALL MATERIALS USED (MOLDS, WELDING, METAL, 0 07-13-12 TT/TT 90% REVIEW TOOLS, ETC.) SHALL BE EXOTHERMIC WELDED AND INSTALLED PER 1 08 -03 -12 MM/TT CLIENT COMMENT MANUFACTURERS RECOMMENDATIONS AND PROCEDURES. GROUND (N) GPS ANTENNA (E) DEI CABINET (E) CABINET CONDUCTOR SHALL HAVE A MINIMUM 24" BENDING RADIUS. - - 3. ALL EXOTHERMIC WELD CONNECTIONS ON GALVANIZED SURFACES SUBMITTAL SHALL BE CLEANED THOROUGHLY AND COLORED TO MATCH SURFACE NO DATE D/C DESCRIPTION CABINET WITH (2) TWO COATS OF GALVITE (WHITE) PAINT. OR SILVERBRITE 0 08 -15 -12 BU /BU BP SUBMITTAL (ALUMINUM). I L #2.14.. _ _ _ #6 AWG WI I #10 AWG GROUNDS 4. ALL ELECTRICAL 8 MECHANICAL GROUND CONNECTIONS SHALL HAVE WEATHERPROOFING ANTIOXIDANT COMPOUND APPLIED TO CONNECTION , . , SITE NUMBER I d 1 5. GROUND TESTS SHALL BE PERFORMED AS REQUIRED BY SPRINT P003XC047 #2 AWG MMBS GND BAR STANDARD PROCEDURES. GROUND GRID RESISTANCE SHALL NOT 5f :� - #2 AWG ) G #6 AWG COAX I EXCEED 5 -OHMS. CCI SITE # 879526 GROUND KIT SITE NAME GROUND BAR 6. CONTRACTOR SHALL SUBMIT THE GROUND RESISTANCE TEXT REPORT (E) LOWER TOWER AS FOLLOW: TIGARD A. ONE (1) COPY TO OWNER REPRESENTATIVE I B. ONE (1) COPY TO ENGINEER SITE ADDRESS C. ONE (1) COPY TO KEEP INSIDE EQUIPMENT INCLOSURE 8777 SW BURNHAM (N) MMBS BATTERY 7. ALL RADIO EQUIPMENT AND UTILITY CABINETS GROUNDS LEADS TO BE #2 TIGARD, OR 97223 I #2 AWG CABINET AWG STRANDED GREEN JACKETED FROM BUSS TERMINAL. I I 8. ALL ANTENNA MOUNT GROUNDS SHALL BE #2 AWG STRANDED GREEN SHEET TITLE JACKETED CABLE GROUNDS SHALL BE BLACK FROM MFR. I I 9. ALL GROUND WIRES FROM GROUND BARS TO GROUND SHALL BE #2AWG GROUNDING RISER w w w w SOLID BARE AS REQUIRED. DIAGRAM _ I #2 AWG 0 I 1 10. ALL ABOVE GROUND WIRES SHALL BE GREEN JACKETED. ALL GROUND - WIRE'S PENETRATING INTO GROUND AND BELOW SHALL BE SOLID BARE. (E) GROUND TO —... I GROUND RING (TYP) I - 1 SHEET NO SCALE: NTS (11X17) E 3 1 GROUNDING RISER DIAGRAM SCALE: NTS (22X34) (N) RRU'S (TYP) THIN WALL C -TAP N I INDEX (SEE W/ PINK NOTES) DYE Sp r int ° 1I #2 AWG STRANDED CU J #6 AWG GREEN STRANDED CU #6 AWG STRANDED i ( N ANTENNA CABLE )PANEL ANTENNA GROUNDING CONDUCTOR GROUNDING CONDUCTOR FROM CU GROUN( II i , R UNIT TO #2 AWG CONDUCTOR (TYP) = J , ._. — GROUNDING CONDUCTOR .. - - - —F-----,, 411M _ NOTE: =gm _ `%�� CONTRACTOR TO SURROUND COMPLETED CONNECTION W/ WEATHER A / PROOFING TAPE TO ENSURE WEATHER PROOF CONNECTION. 1301 EAST COOKOUT PINE RIGIAROSON, TX 75062 - 4124 WEATHERPROOFING KIT #6 AWG STRANDED COPPER GROUND WIRE (SEE NOTE 3) GROUND LEAD TO (GROUNDED TO GROUND (E) AGB : �� `� BAR (SEE NOTE 1 & 2) GENERAL DYNAMICS M i• �I CABLE GROUND KIT • � 9 Wireless Services (N) JUMPERS ATTACHED III TO APPROVED CONNECTION OF CABLE GROUND KIT TO ANTENNA CABLE ATTACHMENTS PER TYPE GT TYPE W TYPE VN TYPE SS #4/A -6.0 l NOT \ �� S r� 1 GROU NOT ND WIRE DOWN CABLE TO GROUND KIT AT BAR. A BEND AND ALWAYS DIRECT CdSCddld PM g �_ 2. GROUNDING KIT SHALL BE ANDREW SUREGROUND TYPE KIT WITH - I , 1 � / II 'J .� ` 1 5501 NE 109TH COURT, SUITE A 2 TWO - HOLE LUG. VANCOUVER, WA 98662 a PH 360.885.9200 TYPE VB TYPE TA TYPE PT TYPE GY 3. WEATHER PROOFING SHALL INCORPORATE PPC WEATHERPROOFING #2 AWG STRANDED 4soi TAPE KIT, COLD SHRINK SHALL NOT BE USED CU GROUNDING r �� CONDUCTOR FROM .L •,,. ANTENNA GROUND ' \� r�. ;, '---- - — I BAR (TYP) I4� rap K IP , \:`I L J \ TYPE NC TYPE GL TYPE VS TYPE GR 1 ANTENNA GROUNDING SCALE NTS (11X17) 2 C -TAP & EXOTHERMIC WELD CONN. SCALE NTS („X, 7) SCALE: NTS (11X17) 3 TYP. CABLE GROUNDING SCALE: NTS (22X34) SCALE: NTS (22X34) SCALE: NTS (22X34) RRU GROUNDS, STRANDED #2 TINNED GROUND TO CU WIRE WITH GREEN, 600V, ANTENNA MOUNTING I CPM PROJECT NO. XXXX THHN/THWN INSULATION I I I PIPE(S) IF REQ'D " HYBRID CABLE (SIZE AS SPECIFIED) GROUND LEAD PRELIMINARY (E) ANTENNA GROUND BAR 1 1' ' N O DATE D/C DESCRIPTION (N) MMES CABINET 0 1 08 -03 -12 MM/TT CLIENT COMMENT 2" LIQUID TIGHT COUPLING Q 0 Q QQ O O O Q O 118" MIN. #88711 0000 O O 000 O S/S NUT / (N) BATTERY CABINET SUBMITTAL L8 HOUSING FOR ELECTRIC NO. DATE D/C DESCRIPTION O 0 0 0 0 0 0 0 0 KOPR SHIELD p M HEAT SHRINK (CLEAR) CONDUIT 0 08-15-12 BU /BU BP SUBMITTAL O 0 0 0 t o O O O O CONNECT TO GROUND ■ 1M1 MI I 2" LIQUID TIGHT CONDUIT BAR WITHIN CABINET I CONTRACTOR TO VERIFY ANTENNA BUSS BAR !m (TYP) . ,., GROUNDING TO THE TOWER GROUND BAR �>•� FOR HYBRID CABLES #8436 LABEL SITE NUMBER w - -- - 2" LIQUID TIGHT COUPLING 1 2" FORT W/ ADAPTER P003XC047 GROUND LEADS TO EACH 1 2" LIQUID TIGHT COUPLING CCI SITE # 879526 ANTENNA GROUND BAR A MI IN. #88711 I , All #88711 TINNED COPPER s � cort , E - _• GROUND BAR (E) GROUND BAR , ,`' 2 RGS A C CON SITE NAME I I I I I 2" RGS DC CONDUIT TO 1' I I' i Ki TIGARD (MOUNTED DIRECT S/S LOCK WASHER II "DO NOT DISCONNECT PROPOSED MMES CABINET ; ' I I I I ( ) TAG ON ALL GROUNDING PM 1 ! I i e�,�IU SITE ADDRESS TO TOWER) S/S BOLT 1 OR 2 �� ■ / ■ BAR INTERCONNECTS r • i �,n� 2" RGS A C CONDUIT 8777 SW BURNHAM I �� 1 �.►c�� .� �`rra�; . TIGARD, OR 97223 - 0 Q - i1 - 0 0 O AN D EQUALIZERS Attire,.., W I '"!= O O 0000 /� • O O 0 O �'�_ 2" LIQUID GREEN (T#8435 (E) GROUND RING i MGB N O 0 0 0 0 0 0 0 O NOTES: _ _ _ _ _ (E) #2 GREEN (TYP) SHEET TITLE 1. ALL HARDWARE 18/8 STAINLESS STEEL INCLUDING LOCK WASHER. COAT ALL - 0 0 0 0 0 0 0 0 0 SURFACES WITH KOPR- SHIELD BEFORE MATCHING. NOTE GROUNDING 2. FOR GROUND BOND TO STEEL ONLY: INSERT A DRAGON TOOTH WASHER DIAGRAMMATIC LAYOUT (E) HOME RUN GROUNDING WIRE SHALL BE BETWEEN LUG AND STEEL. COAT ALL SURFACES WITH KOPR- SHIELD. ONLY, LAYOUT VARIES. #2 TINNED BCW RING DETAILS / REMOVED AND (E) CHERRY INSULATORS 3. PROVIDE 'DO NOT DISCONNECT TAG. EXOTHERMIC WELD / SHALL BE REMOVED FROM ALL BUS BARS NOTE: GROUND BARS AT BOTTOM OF TOWER/MONOPOLE SHALL ONLY USE EXOTHERMIC WELDS FOR LEAD TO BURIED GROUND RING. CONTRACTOR TO SHEET NO. VERIFY BUSS BAR GROUNDING TO THE EQUIPMENT GROUNDING RING OR HALO AT BASE OF TOWER. E-4.0 SCALE: NTS (11X17) SCALE: NTS (11X17) SCALE: NTS (11X17) 4 TYPICAL GRND. CONNECTIONS 5 TWO HOLE LUG CONNECTION - 6 — SCALE: NTS (22X34) SCALE NTS (22X34) CABINET GROUND SCHEMATIC SCALE: NTS (22X34) 'GENERAL CONSTRUCTION NOTES ELECTRICAL NOTES 23. THE ELECTRICAL CONTRACTOR SHALL LABEL ALL PANELS WITH ONLY TYPEWRITTEN DIRECTORIES. ALL ELECTRICAL WIRING SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR. \ 1. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL BUILDING CODE, THE LATEST 1. ELECTRICAL CONTRACTOR SHALL SUPPLY AND INSTALL ANY /ALL ELECTRICAL WORK INDICATED. 24. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY-DUTY, QUICK -MAKE AND QUICK -BREAK 1 EDITION AND ALL OTHER APPLICABLE CODES AND ORDINANCES. ANY /ALL CONSTRUCTION SHALL BE IN ACCORDANCE W /DRAWINGS AND ANY /ALL APPLICABLE ENCLOSURES, AS REQUIRED BY EXPOSURE TYPE. Sprint. SPECIFICATIONS. IF ANY PROBLEMS ARE ENCOUNTERED BY COMPLYING WITH THESE REQUIREMENTS, 2. CONTRACTOR SHALL CONSTRUCT SITE IN ACCORDANCE WITH THESE DRAWINGS AND SPRINT CONTRACTOR SHALL NOTIFY 'CONSTRUCTION MANAGER' AS SOON AS POSSIBLE, AFTER THE 25.ALL CONNECTIONS SHALL BE MADE WITH A PROTECTIVE COATING OF AN ANTI -OXIDE COMPOUND INTEGRATED CONSTRUCTION STANDARDS FOR WIRELESS SITES (LATEST REVISION). THE DISCOVERY OF THE PROBLEMS, AND SHALL NOT PROCEED WITH THAT PORTION OF WORK, UNTIL THE SUCH AS "NO -OXIDE A" BY DEARBORNE CHEMICAL CO. COAT ALL WIRE SURFACES BEFORE SPECIFICATION IS THE RULING DOCUMENT AND ANY DISCREPANCIES BETWEEN THE SPECIFICATION 'CONSTRUCTION MANAGER' HAS DIRECTED THE CORRECTIVE ACTIONS TO BE TAKEN. CONNECTING. EXPOSED COPPER SURFACES, INCLUDING GROUND BARS, SHALL BE TREATED - NO AND THESE DRAWINGS SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO SUBSTITUTIONS. PROCEEDING WITH CONSTRUCTION. 2. ELECTRICAL CONTRACTOR SHALL VISIT THE JOB SITE AND FAMILIARIZE HIMSELF WITH ANY /ALL 3. CONTRACTOR SHALL VISIT THE JOB SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS CONDITIONS AFFECTING ELECTRICAL AND COMMUNICATION INSTALLATION AND MAKE PROVISIONS AS 26. RACEWAYS: CONDUIT SHALL BE SCHEDULE 40 PVC MEETING OR EXCEEDING NEMA TC2 - 1990. an' TO THE COST THEREOF. ALL EXISTING CONDITIONS OF ELECTRICAL EQUIP., LIGHT FIXTURES, ETC., CONTRACTOR SHALL PLUG AND CAP EACH END OF SPARE AND EMPTY CONDUITS AND PROVIDE AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS AS TO THE COST THEREOF. FIELD THAT ARE PART OF THE FINAL SYSTEM, SHALL BE VERIFIED BY THE CONTRACTOR, PRIOR TO THE TWO SEPARATE PULL STRINGS - 200 LBS TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL 1301 FAST LOOKOUT DRIVE CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN SUBMITTAL OF HIS BID. FAILURE TO COMPLY WITH THIS PARAGRAPH WILL IN NO WAY RELIEVE BE A MINIMUM OF 2 FT. RADIUS. RGS CONDUITS WHEN SPECIFIED. SHALL MEET UL-6 FOR RXYNRDSON. TX 75062 -4124 PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE CONTRACTOR OF PERFORMING ALL WORK NECESSARY FOR A COMPLETE AND WORKING SYSTEM. ATTENTION OF THE ENGINEER PRIOR TO THE COMMENCEMENT OF WORK. NO COMPENSATION WILL BE GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. AWARDED BASED ON CLAIM OF LACK OF KNOWLEDGE OF FIELD CONDITIONS. COAT ALL THREADS WITH'BRITE ZINC OR 'GOLD CALV. 3. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE NEC AND ALL CODES AND LOCAL ORDINANCES OF THE LOCAL POWER 8 TELEPHONE COMPANIES HAVING 27SUPPORT OF ALL ELECTRICAL WORK SHALL BE AS REQUIRED BY NEC. GENERAL DYNAMICS 27. SUPPORT PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE ONLY JURISDICTION AND SHALL INCLUDED BUT NOT BE LIMITED TO: v'i.rUR SS services UNLESS OTHERWISE NOTED. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT AND APPURTENANCES, AND LABOR NECESSARY TO EFFECT ALL INSTALLATIONS AS INDICATED ON THE 28. CONDUCTORS: CONTRACTOR SHALL USE 98% CONDUCTIVITY COPPER WITH TYPE THWN DRAWINGS. A. UL - UNDERWRITERS LABORATORIES INSULATION, 600 VOLT, COLOR CODED. USE SOLID CONDUCTORS FOR WIRE UP TO AND INCLUDING B. NEC -- NATIONAL ELECTRICAL CODE NO. 8 AWG. USE STRANDED CONDUCTORS FOR WIRE ABOVE NO 8 AWG. 5. DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS OTHERWISE NOTED. SPACING BETWEEN C. NEMA -- NATIONAL ELECTRICAL MANUFACTURERS ASSOC. EQUIPMENT IS REQUIRED CLEARANCE. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS, D. OSHA -- OCCUPATIONAL SAFETY AND HEALTH ACT 29.CONNECTORS FOR POWER CONDUCTORS: CONTRACTOR SHALL USE PRESSURE TYPE INSULATED SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, EXISTING CONDITIONS E. IBC -- INTERNATIONAL BUILDING CODE TWIST -ON CONNECTORS FOR NO 10 AWG AND SMALLER. USE SOLDERLESS MECHANICAL TERMINAL AND /OR DESIGN INTENT, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE WORK. F. NFPA -- NATIONAL FIRE CODES LUGS FOR NO 8 AWG AND LARGER. CdSCadla PM 6. DETAILS ARE INTENDED TO SHOW DESIGN INTENT. MODIFICATIONS MAY BE REQUIRED TO SUIT JOB 5501 NE COU E WA SUITE A -2 4. DO NOT SCALE ELECTRICAL DRAWINGS, REFER TO SITE PLANS AND ELEVATIONS FOR EXACT 30.SERVICE: 240/120V, SINGLE PHASE. 3 WIRE CONNECTIONS AVAILABLE FROM UTILITY COMPANY. VANCOUVER, wa sessz DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK. LOCATIONS OF ALL EQUIPMENT, AND CONFIRM WITH 'CONSTRUCTION MANAGER' ANY SIZES OWNER OR OWNERS AGENT WILL APPLY FOR POWER. PH 350.555_D700 7. CONTRACTOR SHALL RECEIVE CLARIFICATION IN WRITING, AND SHALL RECEIVE IN WRITING AND LOCATIONS WHEN NEEDED. 31.TELEPHONE SERVICE: CONTRACTOR SHALL PROVIDE EMPTY CONDUITS WITH MULE TAPE AS AUTHORIZATION TO PROCEED BEFORE STARTING WORK ON ANY ITEMS NOT CLEARLY DEFINED OR 5. EXISTING SERVICES: CONTRACTOR SHALL NOT INTERRUPT EXISTING SERVICES WITHOUT WRITTEN INDICATED ON DRAWINGS. IDENTIFIED BY THE CONTRACT DOCUMENTS. !� • 7 PERMISSION OF GDIT. 8. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING THE BEST CONSTRUCTION SKILLS AND 32.ELECTRICAL AND TELCO RACEWAYS TO BE BURIED A MINIMUM OF 2' DEPTH. re ATTENTION. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, 6. CONTRACTOR SHALL PAY FOR ANY /ALL PERMITS, FEES, INSPECTIONS AND TESTING. CONTRACTOR IS ��i M.XAK:=WA TECHNIQUES. SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK TO OBTAIN PERMITS AND APPROVED SUBMITTALS PRIOR TO THE WORK BEGINNING OR ORDERING 33. CONTRACTOR SHALL PLACE TWO LENGTHS OF WARNING TAPE AT A DEPTH OF 12" BELOW GROUND M �(). _ ' •S • _ UNDER CONTRACT, UNLESS OTHERWISE NOTED. EQUIPMENT. AND DIRECTLY ABOVE ELECTRICAL AND TELCO SERVICE CONDUITS. CAUTIONS TAPE TO READ o � '∎ N GI N SF S o "CAUTION BURIED ELECTRIC" OR "BURIED TELECOM ". �,.� N. 9 O 9. CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE WORK AREA, ADJACENT AREAS AND 7. THE TERM "PROVIDE" USED IN CONSTRUCTION DOCUMENTS AND SPECIFICATIONS, INDICATES THAT N (V + - 111 BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS CONTRACT. THE CONTRACTOR SHALL FURNISH AND INSTALL. 34. ALL BOLTS SHALL BE STAINLESS STEEL. Q 7:1 WORK SHALL CONFORM TO ALL OSHA REQUIREMENTS. d x 8. CONTRACTOR SHALL CONFIRM WITH LOCAL UTILITY COMPANY ANY /ALL REQUIREMENTS SUCH AS THE 35. ALL ELECTRICAL WORK SHALL BE DONE IN ACCORDANCE WITH CURRENT NATIONAL ELECTRICAL W 10. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE SUPERINTENDENT OF BUILDINGS 8 GROUNDS LUG SIZE RESTRICTIONS, CONDUIT ENTRY, SIZE OF TRANSFORMERS, SCHEDULED DOWNTIME FOR THE CODES AND ALL LOCAL AND STATE CODE, LAWS AND ORDINANCES. PROVIDE ALL COMPONENTS • REGON AND SCHEDULE HIS ACTIVITIES AND WORKING HOURS IN ACCORDANCE WITH THE REQUIREMENTS. OWNERS CONFIRMATION, ETC. ANY /ALL CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE AND WIRING SIZES AS REQUIRED TO MEET NEC STANDARDS. CONSTRUCTION MANAGER, PRIOR TO BEGINNING ANY WORK. 11 ryQ . IT MAYRELA E TO RADIO EQUIPMENT, NTTENNAS AND COORDINATING HIS OTHER PORTIONS WORK OTHERS AS 36 CONTRACTOR COORDINATE I ONS OF THE WORK. 9 MINIMUM WIRE SIZE SHALL BE #12 AWG. NOT INCLUDING CONTROL WIRING. UNLESS NOTED SERVICE TO THE METER BASE. WITH SERVICE REQUIREMENT IS COMMERCIAL. AC NOMINAL Q ^ ' 4 Y i 2" OTHERWISE. ALL CONDUCTORS SHALL BE COPPER WITH THWN INSULATION. 120/208 VOLT OR 120/240 VOLT, SINGLE PHASE WITH 200 AMP RATING WHEN REQUIRED. 8-17-12 Q a. i O ` 12. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS UNLESS SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR 10.OUTLET BOXES SHALL BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WITH THREADED HUBS IN 37. CONTRACTOR SHALL COORDINATE WITH LOCAL TELEPHONE COMPANY FOR SERVICE LINE CPM PROJECT N•.: "629 REGULATIONS TAKE PRECEDENCE. WET /DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED AREAS. - REQUIREMENTS TO TERMINATE AT THE PPC CABINET. L. 13. MAKE NECESSARY PROVISIONS TO PROTECT EXISTING SURFACES, EQUIPMENT, IMPROVEMENTS, PRELIMINARY 11.17 IS NOT THE INTENT OF THESE PLANS TO SHOW EVERY MINOR DETAIL OF THE CONSTRUCTION. 38.CONTRACTOR SHALL FURNISH AND INSTALL ELECTRIC METER BASE AND 200A DISCONNECT PIPING ETC. AND IMMEDIATELY REPAIR ANY DAMAGE THAT OCCURS DURING CONSTRUCTION. CONTRACTOR IS EXPECTED TO FURNISH AND INSTALL ALL ITEMS FOR A COMPLETE ELECTRICAL SWITCH PER SITE PLAN DETAIL DRAWINGS AND PER LOCAL UTILITY COMPANY SPECIFICATIONS. NO DATE D/C DESCRIPTION SYSTEM AND PROVIDE ALL REQUIREMENTS FOR THE EQUIPMENT TO BE PLACED IN PROPER WORKING THE METER BASE SHOULD BE LOCATED IN A MANNER WHERE ACCESSIBLE BY THE LOCAL POWER 0 07 -13 -12 TT/TT 90% REVIEW 14.1N DRILLING HOLES INTO CONCRETE WHETHER FOR FASTENING OR ANCHORING PURPOSES, OR 1 08 -03 -12 MM/TT CLIENT COMMENT PENETRATIONS THROUGH THE FLOOR FOR CONDUIT RUNS, PIPE RUNS, ETC., MUST BE CLEARLY ORDER. COMPANY. M/ UNDERSTOOD THAT REINFORCING STEEL SHALL NOT BE DRILLED INTO, CUT OR DAMAGED UNDER ANY 12. ELECTRICAL SYSTEM SHALL BE AS COMPLETELY AND EFFECTIVELY GROUNDED, AS REQUIRED BY 39.LOCAL POWER COMPANY SHALL PROVIDE 200 AMP ELECTRIC METER. CONTRACTOR SHALL CIRCUMSTANCES (UNLESS NOTED OTHERWISE). LOCATIONS OF REINFORCING STEEL ARE NOT SPECIFICATION, SET FORTH BY SPRINT. COORDINATE INSTALLATION OF METER WITH LOCAL POWER COMPANY. SUBMITTAL . DEFINITELY KNOWN AND THEREFORE MUST BE SEARCHED FOR BY APPROPRIATE METHODS AND NO DATE D/C DESCRIPTION EQUIPMENT. 13. ALL WORK SHALL BE PERFORMED BY A LICENSED ELECTRICAL CONTRACTOR IN A FIRST CLASS, 40. UNDERGROUND POWER AND TELCO SERVICE LINES SHALL BE ROUTED IN A COMMON TRENCH. ALL 0 08 -15 -12 BU /BU BP SUBMITTAL 15. REPAIR ALL EXISTING WALL SURFACES DAMAGED DURING CONSTRUCTION SUCH THAT THEY MATCH WORKMANLIKE MANNER. THE COMPLETED SYSTEM SHALL BE FULL OPERATIVE AND SUBJECT TO UNDERGROUND CONDUIT SHALL BE PVC SCHEDULE 40 AND CONDUIT EXPOSED ABOVE GROUND AND BLEND IN WITH ADJACENT SURFACES. REGULATORY INSPECTION AND APPROVAL BY CONSTRUCTION MANAGER. SHALL BE GALVANIZED RIGID STEEL TUBING UNLESS OTHERWISE INDICATED. 16. SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH U.L. LISTED AND FIRE CODE APPROVED 14. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES TO AVOID INTERFERENCE WITH THE 41.ALL TELCO CONDUIT LINES SHALL BE 4" SCH. 40 PVC CONDUIT UNLESS OTHERWISE INDICATED. THE SITE NUMBER MATERIALS. PROGRESS OF CONSTRUCTION. TELCO CONDUIT FROM THE PPC SHALL BE ROUTED AND TERMINATED AT DESIGNATED TELCO DEMARCATION OR 2 -FEET OUTSIDE FENCED AREA, NEAR UTILITY POLE (IN FENCED AREA), OR END P003XC047 17. KEEP CONTRACT AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DIRT, DEBRIS, AND RUBBISH. 15. CONTRACTOR SHALL GUARANTEE ANY /ALL MATERIALS AND WORK FREE FROM DEFECTS OR A PERIOD CAP OFF AND PROVIDE MARKER STAKE PAINTED BRIGHT ORANGE WITH DESIGNATION FOR TELCO EQUIPMENT NOT SPECIFIED AS REMAINING ON THE PROPERTY OF THE OWNER SHALL BE REMOVED. OF NOT LESS THAN TWO YEAR FROM DATE OF CUSTOMERS ACCEPTANCE. SERVICE. CCI SITE # 879526 LEAVE PREMISES IN CLEAN CONDITION AND FREE FROM PAINT SPOTS, DUST, OR SMUDGES OF ANY SITE NAME NATURE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL ITEMS UNTIL COMPLETION OF 16. THE CORRECTION OF ANY DEFECTS SHALL BE COMPLETED WITHOUT ANY ADDITIONAL CHARGE WITHIN 42. CONDUITS INSTALLED AT PCS EQUIPMENT ENDS PRIOR TO THE EQUIPMENT INSTALLATION SHALL CONSTRUCTION. 48 HOURS AND SHALL INCLUDE THE REPLACEMENT OF THE REPAIR OF ANY OTHER PHASE OF THE BE STUBBED AND CAPPED AT 6" ABOVE GRADE OR PLATFORM. IF SERVICE LINES CAN'T B TI GARD INSTALLATION, WHICH MAY HAVE BEEN DAMAGED THEREIN. INSTALLED INITIALLY, PROVIDE NYLON PULL CORD IN CONDUITS. 18. MINIMUM BEND RADIUS OF ANTENNA CABLES SHALL BE IN ACCORDANCE WITH CABLE SITE ADDRESS MANUFACTURERS RECOMMENDATIONS. 17. ADEQUATE AND REQUIRED LIABILITY INSURANCE SHALL BE PROVIDED FOR PROTECTION AGAINST 43.THE SPRINT CABINET, INCLUDING 200 AMP LOAD PANEL AND TELCO PANEL, SHALL BE PROVIDED BY 8777 SW BURNHAM PUBLIC LOSS AND ANY /ALL PROPERTY DAMAGE FOR THE DURATION OF WORK. OWNER AND INSTALLED BY THE CONTRACTOR. CONTRACTOR IS TO INSTALL BREAKER(S) NOT TIGARD. OR 97223 19. ALL EXISTING INACTIVE SEWER, WATER, GAS. ELECTRIC AND OTHER UTILITIES, WHICH INTERFERE WITH PROVIDED BY MANUFACTURER. SEE PANEL SCHEDULE ON THIS SHEET FOR BREAKER THE EXECUTION OF THE WORK, SHALL BE REMOVED AND /OR CAPPED. PLUGGED OR OTHERWISE 18. PROVIDE AND INSTALL CONDUIT, CONDUCTORS, PULL WIRES, BOXES, COVER PLATES AND DEVICES REQUIREMENTS. DISCONTINUED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK. SUBJECT FOR ALL OUTLETS AS INDICATED. TO THE APPROVAL OF THE ENGINEER. 44. LOCATION OF ELECTRIC METER AND DISCONNECT SWITCH TO BE PROVIDED BY GENERAL SHEET TITLE 19. DITCHING AND BACK FILL: CONTRACTOR SHALL PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT CONTRACTOR. 20. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING CONSTRUCTION. EROSION AND /OR CABLES INCLUDING EXCAVATION AND BACKFILLING AND COMPACTION. REFER TO NOTES AND GENERAL CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION SHALL BE IN CONFORMANCE WITH REQUIREMENTS, EXCAVATION, AND BACKFILLING. 45.CONTRACTOR SHALL INSPECT THE EXISTING CONDITIONS PRIOR TO SUBMITTING BID. ANY JURISDICTIONAL OR STATE AND LOCAL GUIDELINES FOR EROSION AND SEDIMENT CONTROL AND QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE CONTRACTORS COORDINATED WITH LOCAL REGULATORY AUTHORITIES. 20. MATERIALS, PRODUCTS AND EQUIPMENT, INCLUDING ALL COMPONENTS THEREOF, SHALL BE NEW AND FUNCTIONS. THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL BE NOTES 21. LIGHT SHADED LINES AND NOTES REPRESENT WORK PREVIOUSLY DONE. DARK SHADED LINES AND SHALL APPEAR ON THE LIST OF U.L. APPROVED ITEMS AND SHALL MEET OR EXCEED THE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, NOT NOTES REPRESENT THE SCOPE OF WORK FOR THIS PROJECT. CONTRACTOR SHALL VERIFY IF EXISTING REQUIREMENTS OF THE NEC, NEMA AND IEEE. AFTER THE CONTRACT HAS BEEN AWARDED. CONSTRUCTION IS COMPLETE. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY EXISTING CONDITIONS 21.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURES CATALOG INFORMATION OF 46. LOCATION OF EQUIPMENT, CONDUIT AND DEVICES SHOWN ON THE DRAWINGS ARE APPROXIMATE THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. SHEET NO. AND SHALL BE COORDINATED WITH FIELD CONDITIONS PRIOR TO ROUGH -IN ANY /ALL LIGHTING FIXTURES, SWITCHES AND ALL OTHER ELECTRICAL ITEMS FOR APPROVAL BY THE . 22. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND /OR WIRING CERTIFICATES REQUIRED FOR CONSTRUCTION MANAGER PRIOR TO INSTALLATION. • THE ELECTRICAL SERVICE UPGRADE. IN ADDITION, CONTRACTOR SHALL PROVIDE ALL NECESSARY 47. THE CONDUIT RUNS AS SHOWN ON THE PLANS ARE APPROXIMATE. EXACT LOCATION AND ROUTING G N 1 COORDINATION AND SCHEDULING WITH THE SERVING ELECTRICAL UTILITY AND LOCAL INSPECTION 22.ANY CUTTING OR PATCHING DEEMED NECESSARY FOR ELECTRICAL WORK IS THE ELECTRICAL SHALL BE PER EXISTING FIELD CONDITIONS. AUTHORITIES. CONTRACTORS RESPONSIBILITY AND SHALL BE INCLUDED IN THE COST FOR WORK AND PERFORMED TO THE SATISFACTION OF THE 'CONSTRUCTION MANAGER' UPON FINAL ACCEPTANCE. ELECTRICAL NOTES CONT. ANTENNA & HYBRID CABLE NOTES ENVIRONMENTAL NOTES CONT. 48. PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REQUIRED BY NEC. 1. VERIFY EACH HYBRID CABLE LENGTH, ROUTING. DIAMETER, COLOR 3. CONTRACTOR SHALL INSTALUCONSTRUCT ALL NECESSARY SEDIMENT /SILT CONTROL FENCING \) APPURTENANCES WITH GDIT. AND PROTECTIVE MEASURES WITHIN THE LIMITS OF SITE DISTURBANCE PRIOR TO CONSTRUCTION. 49. ALL CONDUITS SHALL BE MET WITH BENDS MADE IN ACCORDANCE WITH NEC TABLE 346 -10. NO RIGHT Sprint° ANGLE DEVICE OTHER THAN STANDARD CONDUIT ELBOWS WITH 12" MINIMUM INSIDE SWEEPS FOR 2. THE HYBRID CABLE AND DIAMETER LENGTH IS SHOWN ON A-4. EXC 4. NO SEDIMENT SHALL BE ALLOWED TO EXIT THE PROPERTY. THE CONTRACTOR IS RESPONSIBLE ALL CONDUITS 2" OR LARGER. DRESSED IN A MANNER APPROVED BY GDIT. CABLES CANNOT BE CI FOR TAKING ADEQUATE MEASURES FOR CONTROLLING EROSION. ADDITIONAL SEDIMENT CONTROL FENCING MAY BE REQUIRED IN ANY AREAS SUBJECT TO EROSION. 50. ALL CONDUIT TERMINATIONS SHALL BE PROVIDED WITH PLASTIC THROAT INSULATING GROUNDING 3. HYBRID CABLE INTERNAL GROUND WIRE TO BE GROUNDED AT TOF BUSHINGS. (SPRINT) SPECIFICATIONS. 5. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING POSITIVE DRAINAGE ON THE SITE AT ALL TIMES WITH SILT AND EROSION CONTROL MEASURES MAINTAINED ON THE DOWNSTREAM SIDE OF 51. ALL WIRE SHALL BE "TYPE THWN, SOLID. ANNEALED COPPER UP TO SIZE 1/10 AWG (18 AND LARGER 4. EXCESS TOP 15' HYBRID CABLE FIBER JUMPERS TO BE DRESSED IN 41115P SHALL BE CONCENTRIC STRANDED) 75 DEGREE C, (167 DEGREES F), 98° CONDUCTIVITY. MINIMUM #12. CANNOT BE COILED, MUST BE SECURED TO TOWER MOUNTS. SITE DRAINAGE. ANY DAMAGE TO ADJACENT PROPERTY AS A RESULT OF EROSION WILL BE CORRECTED RRECTED AT THE CONTRACTORS MAGE ONTRACTORS EXPENSE. 1301 EAST LOOKOUT ERNE 52. ALL WIRES SHALL BE TAGGED AT ALL PULL BOXES, J- BOXES, EQUIPMENT BOXES AND CABINETS WITH 5. ALL MAIN CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET F 6. CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY INSPECTIONS AND ANY REPAIRS OF ALL RICHARDSON, TX 750U - 4124 APPROVED PLASTIC TAGS, ACTION CRAFT, BRADY, OR APPROVED EQUAL. SPRINT SPECIFICATIONS. SEDIMENT CONTROL MEASURES INCLUDING SEDIMENT REMOVAL AS NECESSARY. 53. ALL NEW MATERIAL SHALL HAVE A U.L. LABEL. 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF -1 & AS FOE 7. CLEARING OF VEGETATION AND TREE REMOVAL SHALL BE ONLY AS PERMITTED AND BE HELD TO A GENERAL DYNAMICS 54. CONDUIT ROUGH -IN SHALL BE COORDINATED WITH THE MECHANICAL EQUIPMENT TO AVOID LOCATION A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1" SPACING E MINIMUM. ONLY TREES NECESSARY FOR CONSTRUCTION OF THE FACILITIES SHALL BE REMOVED. Wireless Services TO CONFLICTS. VERIFY WITH MECHANICAL CONTRACTOR AND COMPLY AS REQUIRED. B. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. C. START COLOR BANDS 2" BEFORE MAIN CABLE END 8. SEEDING SAND MULCHING AND /OR SODDING OF THE SITE WILL BE ACCOMPLISHED AS SOON AS 55. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN NOT HAND WRITTEN. POSSIBLE AFTER COMPLETION OF THE PROJECT FACILITIES AFFECTING LAND DISTURBANCE. 7. FINAL HYBRID CABLE SIZES SHALL BE DETERMINED BY SAMSUNG R 56. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS PER THE SPECIFICATIONS AND SCHEDULE SHEET A -4. BASED ON FINAL CABLE RUN LENGTHS DETE 9, CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENTATION CONTROL MEASURES AS NEC. THE EQUIPMENT GROUNDING CONDUCTORS SHALL BE BONDED AT ALL JUNCTION BOXES. REQUIRED BY LOCAL, COUNTY AND STATE CODES AND ORDINANCES TO PROTECT EMBANKMENTS PULLBOXES, AND ALL DISCONNECT SWITCHES, STARTERS. AND EQUIPMENT CABINETS. 8. ALL HYBRID CABLE WILL BE SECURED TO THE DESIGNED SUPPORT FROM SOIL LOSS AND TO PREVENT ACCUMULATION OF SOIL AND SILT IN STREAMS AND DRAINAGE TO EXCEED 3' HORIZONTALLY OR 4' VERTICALLY OR THE CABLE MAP PATHS LEAVING THE CONSTRUCTION AREA THIS MAY INCLUDE SUCH MEASURES AS SILT FENCES, Cascadld PM 57. THE CONTRACTOR SHALL PREPARE AS -BUILT DRAWINGS. DOCUMENT ANY AND ALL WIRING AND WHICHEVER IS LESS, WITH HARDWARE SPECIFIED IN THE HYBRID G STRAW BALE SEDIMENT BARRIERS. AND CHECK DAMS. EQUIPMENT CONDITIONS AND CHANGES WHILE COMPLETING THIS CONTRACT. SUBMIT AT SUPPLIED STRUCTURAL SUPPORT. 5501 NE 109TH COURT, SUITE A - 10. RIP RAP OF SIZES INDICATED SHALL CONSIST OF CLEAN, HARD. SOUND, DURABLE, UNIFORM IN VANCOUVER. WA 86 SUBSTANTIAL COMPLETION. SITE WORK NOTES QUALITY STONE FREE OF ANY DETRIMENTAL QUANTITY OF SOFT, FRIABLE, THIN, ELONGATED OR PH'. 380.885.9200 60. ALL DISCONNECT SWITCHES AND OTHER CONTROLLING DEVICES SHALL BE PROVIDED WITH LAMINATED PIECES, DISINTEGRATED MATERIAL, ORGANIC MATTER, OIL, ALKALI, OR OTHER ENGRAVED PHENOLIC NAMEPLATES INDICATING EQUIPMENT CONTROLLED. BRANCH CIRCUITS 1. DO NOT EXCAVATE OR DISTURB BEYOND THE PROPERTY LINES OFq DELETERIOUS SUBSTANCES INSTALLED ON, AND PANEL FIELD LOCATIONS FED FROM (NO EXCEPTIONS.) PROVIDE SAMPLE FOR NOTED. al CONSTRUCTION MANAGER'S APPROVAL. 2. DO NOT SCALE BUILDING DIMENSIONS FROM DRAWING. FOUNDATION EXCAVATION AND BACKFILL NOTES k 61. ALL ELECTRICAL DEVICES AND INSTALLATIONS OF THE DEVICES SHALL COMPLY WITH (ADA) 3. SIZE, LOCATION AND TYPE OF ANY UNDERGROUND UTILITIES OR IM 1 ALL FINAL GRADED SLOPES SHALL BE A MAXIMUM OF 3 HORIZONTAL TO 1 VERTICAL. AMERICANS WITH DISABILITIES ACT AS ADOPTED BY THE APPLICABLE STATE. ACCURATELY NOTED AND PLACED ON AS -BUILT DRAWINGS BY GENb el �P S' 62. PROVIDE CORE DRILLING AS NECESSARY FOR PENETRATIONS OR RISERS THROUGH BUILDING. DO ARCHITECT /ENGINEER AT COMPLETION OF PROJECT. 2. ALL EXCAVATIONS PREPARED FOR PLACEMENT OF CONCRETE SHALL BE OF UNDISTURBED SOILS, o \ �N G� N 0/ NOT NOT PENETRATE STRUCTURAL MEMBERS WITHOUT CONSTRUCTION MANAGERS APPROVAL. SLEEVES q ALL EXISTING UTILITIES, FACILITIES. CONDITIONS AND THEIR DIMEN SUBSTANTIALLY HORIZONTAL AND FREE FROM ANY LOOSE, UNSUITABLE MATERIAL OR FROZEN co 0. ANO /OR PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE PACKED WITH FIRE RATED BEEN PLOTTED FROM AVAILABLE RECORDS. THE ENGINEER AND OW SOILS, AND WITHOUT THE PRESENCE OF POUNDING WATER. DEWATERING FOR EXCESS GROUND N 4/ a 7 MATERIAL WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE. FILL FOR FLOOR WHATSOEVER AS TO THE SUFFICIENCY OR ACCURACY OF THE INFO WATER SHALL BE PROVIDED WHEN REQUIRED. COMPACTION OF F SOILS SOILS UNDER CONCRETE PAD CC 7`1 ; r PENETRATIONS SHALL PREVENT PASSAGE OF WATER. SMOKE, FIRE AND FUMES. ALL MATERIAL SHALL OR THE MANNER OF THEIR REMOVAL OR ADJUSTMENT. CONTRACT FOUNDATIONS SHALL NOT BE LESS THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY n BE UL APPROVED FOR THIS PURPOSE. DETERMINING EXACT LOCATION OF ALL EXISTING UTILITIES AND FA FOR THE SOIL IN ACCORDANCE WITH ASTM D1557. U CONSTRUCTION. CONTRACTOR SHALL ALSO OBTAIN FROM EACH U REGON 63. ELECTRICAL CHARACTERISTICS OF ALL EQUIPMENT (NEW AND EXISTING) SHALL BE FIELD VERIFIED INFORMATION RELATIVE TO WORKING SCHEDULES AND METHODS 3. CONCRETE FOUNDATIONS SHALL NOT BE PLACED ON ORGANIC OR UNSUITABLE MATERIAL. IF V . • WITH THE OWNER'S REPRESENTATIVE AND EQUIPMENT SUPPLIER PRIOR TO ROUGH -IN Of CONDUIT EXISTING UTILITIES. INADEQUATE BEARING CAPACITY IS REACHED AT THE DESIGNED EXCAVATION DEPTH, THE AND WIRE. ALL EQUIPMENT SHALL BE PROPERLY CONNECTED ACCORDING TO THE NAMEPLATE DATA UNSATISFACTORY SOIL SHALL BE EXCAVATED TO ITS FULL DEPTH AND EITHER BE REPLACED WITH , 1_ I FURNISHED ON THE EQUIPMENT (THE DESIGN OF THESE PLANS ARE BASED UPON BEST AVAILABLE 5. CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES BOTH HORIZ MECHANICALLY COMPACTED GRANULAR MATERIAL OR THE EXCAVATION SHALL BE FILLED WITH - /1 " , '"4- � 8 2 Q0 START OF CONSTRUCTION. ANY DISCREPANCIES OR DOUBTS AS T CONCRETE OF THE SAME TYPE SPECIFIED FOR THE FOUNDATION. CRUSHED STONE MAY BE USED 0 O INFORMA110N AT THE TIME OF DESIGN AND SOME EQUIPMENT CHARACTERISTICS MAY VARY FROM SHALL BE IMMEDIATELY REPORTED TO THE ARCHITECT /ENGINEER TO STABILIZE THE BOTTOM OF THE EXCAVATION. ANY STONE SUB BASE MATERIAL. IF USED. SHALL 8 -1 -12 ` . a DESIGN AS SHOWN ON THESE DRAWINGS). INSTRUCTION, AND NO FURTHER WORK SHALL BE PERFORMED UN NOT SUBSTITUTE FOR REQUIRED THICKNESS OF CONCRETE. _7r' 64. LOCATION OF ALL OUTLET, BOXES. ETC., AND THE TYPE OF CONNECTION (PLUG OR DIRECT) SHALL BE AND CORRECTED BY THE ARCHITECT /ENGINEER. FAILURE TO SECU CPM PROJECT NO.: ' 629 CONTRACTOR WILL HAVE WORKED AT HIS /HER OWN RISK AND EXP 4. ALL EXCAVATIONS SHALL BE CLEAN OF UNSUITABLE MATERIAL SUCH AS VEGETATION, TRASH, CONFIRMED WITH THE OWNER'S REPRESENTATIVE PRIOR TO ROUGH -IN. DEBRIS. AND SO FORTH PRIOR TO BACK FILLING. BACK FILL SHALL CONSIST OF APPROVED PREUMINARY 6. CONTRACTOR SHALL CALL LOCAL DIGGER HOT LINE FOR UTILITY L MATERIALS SUCH AS EARTH. LOAM SANDY CLAY, SAND AND GRAVEL, OR SOFT SHALE, FREE FROM ANTENNA & COAX NOTES START OF CONSTRUCTION CLODS OR LARGE STONES OVER 2 1/2" MAX DIMENSIONS. ALL BACK FILL SHALL BE PLACED IN NO DATE D/C DESCRIPTION 7. ALL NEW AND EXISTING UTILITY STRUCTURES ON SITE AND IN ARE COMPACTED LAYERS. 0 07 -13 -12 TT/TT 90% REVIEW 1 08 -03 -12 MM/TT CLIENT COMMENT 1. VERIFY EACH COAXIAL CABLE LENGTH, DIAMETER, ROUTING, COLOR CODING AND ALL CONSTRUCTION SHALL BE ADJUSTED TO FINISH ELEVATIONS PRIOR 5. ALL FILL MATERIALS AND FOUNDATION BACK FILL SHALL BE PLACED MAXIMUM 6" THICK LIFTS APPURTENANCES WITH GDIT. 8. GRADING OF THE SITE WORK AREA IS TO BE SMOOTH AND CONTINU BEFORE COMPACTION. EACH LIFT SHALL BE WETTED IF REQUIRED AND COMPACTED TO NOT LESS INTO EXISTING GRADES AT THE GRADING LIMITS. THAN 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR SOIL IN ACCORDANCE WITH SUBMITTAL 2. THE MAXIMUM COAXIAL CABLE LENGTH AND CORRESPONDING COAXIAL CABLE DIAMETER IS SHOWN ASTM D1557, ESTIMATED ON SHEET A -6.0. THIS CABLE LENGTH IS TO BE USED FOR FABRICATION OR CONSTRUCTION. 9. ALL TEMPORARY EXCAVATIONS FOR THE INSTALLATION OF FOUND/ NO DATE D/C DESCRIPTION ACTUAL ANTENNA CABLE LENGTH(S) MUST BE VERIFIED. COAXIAL CABLE SHALL BE PROVIDED BY GDIT. PRO LY LAID ISB CK K OR OR BRACED IN ACCORDANCE WITH CORRECT 6. FILL N NEWLY PLACED CONCRETE FOUNDATIONS SHALL CURE A MINIMUM OF 72 HRS PRIOR TO BACK 0 08 -15 -12 BUIBU BP SUBMITTAL 3. ALL COAX CABLES SHALL UTILIZE GROUND KITS, GROUNDED AS FOLLOWS: 10. STRUCTURAL FILLS SUPPORTING PAVEMENTS SHALL BE COMPACTS 7. FINISHED GRADING SHALL BE SLOPED TO PROVIDE POSITIVE DRAINAGE AND PREVENT STANDING - PROCTOR DRY DENSITY. I WATER. THE FINAL (FINISH) ELEVATION OF SLAB FOUNDATIONS SHALL SLOPE AWAY IN ALL A. NEAR ANTENNA RAD CENTER ELEVATION, I DIRECTIONS FROM THE CENTER. FINISH GRADE OF CONCRETE PADS SHALL BE A MAXIMUM OF 4 SITE NUMBER B. MIDDLE OF TOWER (MID -HEIGH OF ANTENNA), IF CABLE RUN IS OVER 200', 11.NNEW GRADES NOT IN B AND ND CO AND DRIVEWAY W Y IMPROVEMENT OF SE DMENT PR IN ABOVE FINAL FINISH GRADE ELEVATIONS. PROVIDE SURFACE FILL GRAVEL TO ESTABLISH P003XC047 C. BOTTOM OF TOWER, CLEAN SPECIFIED ELEVATIONS WHERE REQUIRED. D. AT MASTER GROUND BAR 3' -0" FROM MMBS -BBU CABINET 12. ALL FILL SHALL BE PLACED IN UNIFORM LIFTS. THE LIFTS THICKNES' CCI SITE # 879526 8. NEWLY GRADED SURFACE AREAS TO RECEIVE GRAVEL SHALL BE COVERED WITH GEOTEXTILE WHICH CAN BE PROPERLY COMPACTED THROUGHOUT ITS ENTIRE FABRIC TYPE: TYPAR -3401 AS MANUFACTURED BY "CONSTRUCTION MATERIAL 1- 800- 239 -3841" OR SITE NAME 4. ALL TOP JUMPERS SHALL BE LENGTHS AS SHOWN AND INSTALLED BY CONTRACTOR. AVAILABLE. AN APPROVED EQUIVALENT, SHOWN ON PLANS. THE GEOTEXTILE FABRIC SHALL BE BLACK IN 5. ALL CABLES SHALL BE COLOR CODED AS SHOWN ON SHEET RF -1 AND IN ACCORDANCE WITH SPRINT 13. ANY FILLS PLACED ON EXISTING SLOPES THAT ARE STEEPER THAN COLOR TO CONTROL THE RECURRENCE OF VEGETATIVE GROWTH AND EXTEND TO WITHIN 1 FOOT TI GARD SPECIFICATIONS. SHALL BE PROPERLY BENCHED INTO THE EXISTING SLOPE AS DIRE• OUTSIDE THE SITE FENCING OR ELECTRICAL GROUNDING SYSTEM PERIMETER WHICH EVER IS ENGINEER. GREATER. ALL FABRIC SHALL BE COVERED WITH A MINIMUM OF 4" DEEP COMPACTED STONE OR SITE ADDRESS 6. BANDING SHALL BE IN ACCORDANCE WITH SHEET A-4, RF -1 AND AS FOLLOWS: GRAVEL AS SPECIFIED. I.E. FDOT TYPE No. 57 FOR FENCED COMPOUND. FDOT TYPE No. 67 FOR 14. CONTRACTOR SHALL CLEAN ENTIRE SITE DAILY AFTER CONSTRUCT ACCESS DRIVE AREA 8777 SW BURNHAM A. MAIN LINE COLOR BANDS SHALL BE 2" WIDE. MAINTAIN 1' SPACING BETWEEN COLORS. THRASH, WEEDS, BRUSH OR ANY OTHER DEPOSITS WILL REMAIN. A TIGARD, OR 97223 B. FREQUENCY COLOR BANDS SHALL BE 2" WIDE WITH NO SPACE BETWEEN COLORS. CLEANING OPERATIONS SHALL BE DISPOSED OF OFF -SITE BY THE G 9. IN ALL AREAS TO RECEIVE FILL, REMOVE ALL VEGETATION, TOPSOIL, DEBRIS, WET AND UNSATISFACTORY SOIL MATERIALS, OBSTRUCTIONS, AND DELETERIOUS MATERIALS FROM C. JUMPER COLOR BANDS SHALL BE 1" WIDE WITH 1" SPACE. 15. ALL TREES AND SHRUBS WHICH ARE NOT IN DIRECT CONFLICT WIT GROUND SURFACE. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN 1 VERTICAL TO D. START COLOR BANDS 2" BEYOND WEATHERPROOFING. PROTECTED BY THE GENERAL CONTRACTOR. 4 HORIZONTAL SUCH THAT FILL MATERIAL WILL BIND WITH EXISTING /PREPARED SOIL SURFACE. SHEET TITLE E. START SELECTOR COLOR NEXT TO END CONNECTORS. 16. ALL SITE WORK SHALL BE CAREFULLY COORDINATED BY GENERAL I 10. WHEN SUB GRADE OR PREPARED GROUND SURFACE HAS A DENSITY LESS THAN THAT REQUIRED 7. FINAL COAXIAL ANTENNA CABLE SIZES SHALL BE DETERMINED BY SAMSUNG RF ENGINEER. SEE COMPANY, TELEPHONE COMPANY, AND ANY OTHER UTILITY COMPA FOR THE FILL MATERIAL, SCARIFY THE GROUND SURFACE TO DEPTH REQUIRED, PULVERIZE, GENERAL ANTENNA SCHEDULE SHEET A -4. BASED ON FINAL CABLE RUN LENGTHS DETERMINED BY GD. THIS LOCATION. MOISTURE - CONDITION AND /OR AERATE THE SOILS AND RE- COMPACT TO THE REQUIRED DENSITY NOTES PRIOR TO PLACEMENT OF FILLS. 8. SEE CONSTRUCTION MANAGER FOR ANTENNA SUPPORT ASSEMBLY TYPE. ENVIRONMENTAL NOTES , 11.IN AREAS WHICH EXISTING GRAVEL SURFACING IS REMOVED OR DISTURBED DURING • 9. ALL COAXIAL CABLE WILL BE SECURED TO THE DESIGNED SUPPORT STRUCTURE AT DISTANCES NOT CONSTRUCTION OPERATIONS, REPLACE GRAVEL SURFACING TO MATCH ADJACENT GRAVEL TO EXCEED 3' OR THE CABLE MANUFACTURES SPECIFICATIONS WHICHEVER IS LESS, WITH HARDWARE 1. ALL WORK PERFORMED SHALL BE DONE IN ACCORDANCE WITH ISSU SURFACING AND RESTORED TO THE SAME THICKNESS AND COMPACTION AS SPECIFIED. ALL . SPECIFIED IN THE COAXIAL CABLE ROUTING DETAILS OF THE SUPPLIED STRUCTURAL REPORT SHALL BE RESPONSIBLE FOR PAYMENT OF FINES AND PROPER CLEJt RESTORED GRAVEL SURFACING SHALL BE FREE FROM CORRUGATIONS AND WAVES. SHEET NO. 10. PROVIDE AT LEAST 6" OF SLACK IN THE MAIN COAXIAL CABLES AT THE ANTENNA MOUNTING ELEVATION 2. CONTRACTOR AND /OR DEVELOPER SHALL BE RESPONSIBLE FOR CO 12.EXISTING GRAVEL SURFACING MAY BE EXCAVATED SEPARATELY AND REUSED WITH THE • OF EROSION AND SEDIMENTATION CONTROLS DURING CONSTRUCT! CONDITION THAT ANY UNFAVORABLE AMOUNTS OF ORGANIC MATTER, OR OTHER DELETERIOUS G N 2 TO PROVIDE FOR FUTURE CONNECTOR REPLACEMENT. MATERIALS ARE REMOVED PRIOR TO REUSE. FURNISH ANY ADDITIONAL GRAVEL RESURFACING ADJACENT PROPERTIES. ROADWAYS AND WATERWAYS AND SHALL E MATERIAL AS NEEDED TO PROVIDE A FULL DEPTH COMPACTED SURFACE THROUGHOUT SITE FINAL JURISDICTIONAL INSPECTION & RELEASE OF SITE - FNDN, EXCAVATION AND BACKFILL NOTES CONT. STRUCTURAL CONCRETE NOTES WEATHERPROOFING NOTES CONT. 13. GRAVEL SUB SURFACE SHALL BE PREPARED TO REQUIRED COMPACTION AND SUB GRADE ELEVATIONS 1. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 318 -08 AND THE SPECIFICATION FOR N) . BEFORE GRAVEL SURFACING IS PLACED AND /OR RESTORED. ANY LOOSE OR DISTURBED MATERIALS ( CAST -IN -PLACE CONCRETE. STEP 8: WRAP OVER THE COLD SHRINK TUBE WITH ONE LAYER OF BLACK ELECTRICAL TAPE S n nt SHALL BE THOROUGHLY COMPACTED AND ANY DEPRESSIONS IN THE SUB GRADE SHALL BE FILLED AND 2 INCH WIDTH OVERLAPPING EACH ROW BY 1/2 INCH. THIS TOP LAYER MUST BE WRAPPED COMPACTED WITH APPROVED SELECTED MATERIAL. GRAVEL SURFACING MATERIAL SHALL NOT BE 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH fc' =3,000 PSI AT 28 DAYS UNLESS USING A SHINGLED EFFECT. THE LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN THE USED FOR FILLING DEPRESSIONS IN THE SUB GRADE. NOTED OTHERWISE. UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THIS TOP LAYER OF ELECTRICAL 14. PROTECT EXISTING GRAVEL SURFACING AND SUB GRADE IN AREAS WHERE EQUIPMENT LOADS WILL 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE COLD SHRINK TUBE ONTO OPERATE.. OTHERWISE. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC THE UNDERLYING CABLE. TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS UNLESS NOTED OTHERWISE. SPLICES CLASS "B" AND ALL HOOKS SHALL BE STANDARD UNLESS NOTED ARE PRESENT. TAPE SHALL BE CUT WITH A SHARP KNIFE. 15. DAMAGE TO EXISTING STRUCTURES AND /OR UTILITIES RESULTING FROM CONTRACTORS NEGLIGENCE SHALL BE REPAIRED AND /OR REPLACED TO THE OWNERS SATISFACTION AT NO ADDITIONAL COST TO OTHERWISE. C. BUTYL RUBBER TAPE INSTALLATION PROCEDURE. dger 1. REQUIRED MATERIAL BLACK ELECTRICAL TAPE -2 INCH WIDE AND BUTYL RUBBER TAPE 2 TO 1301 FAST W (OUT DRIVE THE CONTRACT, 16. ALL SUITABLE BORROW MATERIAL FOR BACK FILL OF THE SITE SHALL BE INCLUDED IN THE BID, EXCESS 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS 3 INCHES WIDE. RIpMRDSSON, TX 75062 - 4124 SHOWN OTHERWISE ON DRAWINGS: 2. REQUIRED TOOLS: KNIFE OR SCISSORS. TOPSOIL AND UNSUITABLE MATERIAL SHALL BE DISPOSED OF OFF SITE AT LOCATIONS APPROVED BY GOVERNING AGENCIES AT NO ADDITIONAL COST TO THE CONTRACT. STRUCTURAL STEEL NOTES CONCRETE CAST AGAINST EARTH 3 IN. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR TO REMOVE ALL GREASE AND DIRT, WRAP CONNECTOR/GROUND KIT WITH TWO LAYERS OF GENERAL DYNAMICS EXPOSED TO EARTH OR WEATHER: Wireless Services BLACK ELECTRICAL TAPE -2 INCH WIDTH OVERLAPPING EACH ROW BY APPROXIMATELY 1/2 #6 AND LARGER 2 IN. INCH. THESE LAYERS OF TAPE MUST BE WRAPPED TIGHT ENOUGH SO THAT NO VOIDS OR #5 AND SMALLER & WWF 1 1/2 IN. AIR PACKETS ARE PRESENT AND MUST EXTEND ONE INCH PAST THE CONNECTOR /GROUND CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: KIT ON EACH SIDE. TWO ROWS SHALL BE APPLIED, ONE IN EACH DIRECTION, WITH THE TOP 1. ALL STEEL WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION. STEEL SECTIONS SHALL BE IN ACCORDANCE WITH ASTM AS INDICATED BELOW: W- SHAPES: ASTM A992, 50 KSI ANGLES, BARS CHANNELS: ASTM A36, 36 KSI HSS SECTIONS: ASTM 500, 46 KSI PIPE SECTIONS: ASTM A53 -E, 35 KSI ROW SHINGLED TO PROMOTE WATER RUNOFF. SLAB AND WALL 3/4 IN. BEAMS AND COLUMNS 1 1/2 IN. STEP 2: WRAP CONNECTOR/GROUND KIT WITH ONE LAYER OF BUTYL RUBBER TAPE (2 TO 3 INCHES WIDTH) OVER THE BLACK ELECTRICAL TAPE OVERLAPPING EACH ROW BY CdSCdClld PM 5. A 3/4" CHAMFER SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE APPROXIMATELY 1/2 INCH. THE BUTYL RUBBER TAPE MUST EXTEND 2 TO 3 INCHES (THE WITH ACI 301, LATEST EDITION, SECTION 4. TAPE WIDTH) PAST THE ELECTRICAL TAPE AND COME IN GOOD CONTACT WITH THE 5501 NE 109TH COURT, SUITE A -2 UNDERLYING CABLE. ON CONNECTORS, WHEN WEATHERPROOFING FROM THE MAIN LINE TO VANCOUVER. WA 98682 PH' 360.885.9200 2. ALL EXTERIOR EXPOSED STEEL AND HARDWARE SHALL BE HOT DIPPED GALVANIZED. 6. HOLES TO RECEIVE EXPANSIOWWEDGE ANCHORS SHALL BE 1/8" LARGER IN DIAMETER THAN THE THE JUMPER, BUILD UP THIS AREA WITH EXTRA BUTYL RUBBER TAPE TO INSURE A SMOOTH ANCHOR BOLT, DOWEL OR ROD AND SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR TRANSITION FREE OF VOIDS AND AIR PACKETS DOWN TO THE SMALLER DIAMETER CABLE. 3. ALL WELDING SHALL BE PERFORMED USING E70)0( ELECTRODES AND WELDING SHALL CONFORM TO EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID CUTTING EXISTING REBAR `. AISC. WHERE FILLET WELD SIZES ARE NOT SHOWN. PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. STEP 3: WRAP CONNECTOR /GROUND KIT WITH TWO LAYERS OF BLACK ELECTRICAL TAPE 2 II 7.. INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE LAST TWO LAYERS MUST BE NI IV AISC "MANUAL OF STEEL CONSTRUCTION ". PAINTED SURFACES SHALL BE TOUCHED UP. 7 USE AND INSTALLATION OF CONCRETE EXPANSIOWWEDGE ANCHOR, SHALL BE PER ICC & WRAPPED USING A SHINGLED EFFECT. THE TOP LAYER SHALL BE WRAPPED SO THAT THE Alit,„ ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. ��• _ >t•>•a+� 4 NON - STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE 5/8 "0 ASTM A 307 BOLTS UNLESS WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP LAYERS M NOTED OTHERWISE. OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE BUTYL 7 '�� (j1NE `S S ' i 5 FIELD MODIFICATIONS ARE TO BE COATED WITH ZINC ENRICHED PAINT. WEATHERPROOFING NOTES RUBBER TAPE ONTO THE UNDERLYING CABLE. �� R ALL LAYERS OF TAPE SHALL BE WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE - � 7 ; 1 ; • y STANDARD CONSTRUCTION SPECIFICATIONS FOR WIRELESS SITES PRESENT. THE LAST WRAP OF TAPE SHALL NOT BE PULLED OR STRETCHED. ALL TAPE p" CONCRETE MASONRY NOTES 3.6 WEATHERPROOFING CONNECTORS AND GROUND KITS: A ALL CONNECTORS AND GROUND KITS SHALL BE WEATHERPROOFED USING BUTYL RUBBER WEATHERPROOFING AND TAPE. THIS INSTALLATION MUST BE DONE IN ACCORDANCE WITH THE SHALL BE CUT WITH A SHARP KNIFE OR SCISSORS x UJ o SELF - AMALGAMATING TAPE INSTALLATION PROCEDURE: ' • REG ©N 1. CONCRETE MASONRY UNITS SHALL BE MEDIUM WEIGHT UNITS CONFORMING TO ASTM C90, GRADE N -1, (F'M =1,500 PS). MEDIUM WEIGHT (115 PCF). MANUFACTURER'S RECOMMENDATION OR AS SHOWN ON THE CONSTRUCTION DRAWINGS 1. REQUIRED MATERIAL: SELF - AMALGAMATING TAPE -1.5 INCHES WIDE AND BLACK ELECTRICAL (WHICHEVER IS GREATER). IF NO DIRECTION IS PROVIDED, WEATHERPROOFING MUST BE DONE TAPE - 2 INCHES WIDE. IS 4 A 2. MORTAR SHALL BE TYPE "S" (MINIMUM 1,800 PSI AT 28 DAYS). PER THE FOLLOWING INSTRUCTIONS. 2. REQUIRED TOOLS: KNIFE OR SCISSORS. O -4y In, 2a ▪ 3. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS. 1. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE ENCOMPASSED INTO COLD STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR $�� '1 Z `� O • SHRINK AND COMPLETELY WRAPPED WITH 2 INCH WIDE ELECTRICAL TAPE OVERLAPPING TO REMOVE ALL GREASE AND DIRT. 4. ALL CELLS CONTAINING REINFORCING STEEL OR EMBEDDED ITEMS AND ALL CELLS IN RETAINING EACH ROW BY APPROXIMATELY %" AND EXTENDING PAST THE CONNECTION BY TWO INCHES CPM PROJECT N�.: X629 WALLS AND WALLS BELOW GRADE SHALL BE SOLID GROUTED. AS DISCUSSED BELOW; OR STEP 2: START WRAPPING SELF - AMALGAMATING TAPE ON THE CABLE AT LEAST 2 INCHES FROM THE CONNECTOR/GROUND KIT. MAKE SURE TAPE IS STRETCHED TIGHT DURING THIS PRELIMINARY 5. ALL HORIZONTAL REINFORCEMENT SHALL BE PLACED IN BOND BEAM OR LINTEL BEAM UNITS. 2. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH LAYERS OF APPLICATION. NO DATE D/C DESCRIPTION ELECTRICAL/BUTYL RUBBER/ELECTRICAL TAPE AS DISCUSSED BELOW; OR 6. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE GROUT POUR 1 -1/2" BELOW TOP OF THE UPPERMOST UNIT. 7. ALL BOND BEAM BLOCK SHALL BE "DEEP CUT" UNITS. 3. THE COAXIAL CABLE CONNECTION OR GROUND KIT CAN BE WRAPPED WITH TWO LAYERS OF STEP 3: WHILE STRETCHING TAPE, MAKE ONE WRAP OF THE TAPE AROUND THE CABLE. 0 07 -13 -12 TT/TT 90 % REVIEW 1.5 INCH WIDE SELF - AMALGAMATING TAPE COVERED WITH TWO LAYERS OF ELECTRICAL MAKING SURE THE TAPE IS WRAPPED ONTO ITSELF. THE TAPE WILL ONLY ADHERE TO i 08 -03 -12 MM/TT CLIENT COMMENT TAPE AS DISCUSSED BELOW. ITSELF. STEP 4: CONTINUE WRAPPING THE CABLE AND CONNECTOR/GROUND KIT USING HALF SUBMITTAL Et COLD SHRINK INSTALLATION PROCEDURE: 8. PROVIDE INSPECTION AND CLEAN-OUT HOLES AT BASE OF VERTICAL CELLS HAVING GROUT LIFTS IN OVERLAP (0.75 INCH WIDE) LAYERS. NO. DATE D/C DESCRIPTION EXCESS OF 4' -0" OF HEIGHT. 9. ALL GROUT SHALL BE CONSOLIDATED WITH A MECHANICAL VIBRATOR. 1. REQUIRED MATERIAL COLD SHRINK TUBE, SPACERS AS NEEDED. BLACK ELECTRICAL TAPE -2 INCHES WIDE STEP 5: WRAP OVER AND PAST THE CONNECTOR/GROUND KIT AT LEAST 2 INCHES. 0 08 -15 -12 BU /BU BP SUBMITTAL 2. REQUIRED TOOLS: KNIFE AND TAPE MEASURE STEP 6: TO TERMINATE THE SELF - AMALGAMATING TAPE, WRAP THE TAPE AT LEAST ONE FULL ROUND OVER THE CABLE STRETCHING THE TAPE TIGHT. CUT THE TAPE USING KNIFE 10, CEMENT SHALL BE AS SPECIFIED FOR CONCRETE. STEP 1: THOROUGHLY CLEAN AND DRY THE SURFACE OF COAXIAL CABLE AND CONNECTOR OR SCISSORS AND APPLY THE LOOSE END TO THE UNDERLYING SELF - AMALGAMATING TAPE TO REMOVE ALL GREASE AND DIRT. MARK THE MAIN FEED (LARGER DIAMETER) COAXIAL USING THUMB PRESSURE. SITE NUMBER 11. REINFORCING BARS - SEE NOTES UNDER "STRUCTURAL CONCRETE NOTES" FOR REQUIREMENTS. CABLE AT LEAST TWO INCHES ABOVE THE CONNECTION AS THE SPECIFIED START DIMENSION FOR THE COLD SHRINK. STEP 7: TWO ROWS OF SELF - AMALGAMATING TAPE SHALL BE APPLIED IN THIS MANNER, IN P003XC047 12. PROVIDE ONE BAR DIAMETER (A MINIMUM OF 1/2 ") GROUT BETWEEN MAIN REINFORCING AND MASONRY UNITS. 13. LOW LIFT CONSTRUCTION, MAXIMUM GROUT POUR HEIGHT IS 4 FEET. 14. ALL CELLS IN CONCRETE BLOCKS SHALL BE FILLED SOLID WITH GROUT, EXCEPT AS NOTED IN THE DRAWINGS OR SPECIFICATIONS. ALTERNATING DIRECTIONS. THE TOP LAYER SHALL BE WRAPPED SO THAT THE ENDS ARE IN CCI SITE # 879526 STEP 2: SLIDE THE COLD SHRINK TUBE OVER THE PRE- CONNECTORIZED END OF THE LARGER AN UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE SO WATER WILL BE DIAMETER COAXIAL CABLE PRIOR TO MATING CONNECTOR INTERFACES. MAKE THE REPELLED. SITE NAME CONNECTION. STEP 3: REMOVE WAX PAPER FROM A SPACER HALF AND PRESS ONTO COAXIAL CABLE STEP 8: WRAP OVER SELF - AMALGAMATING TAPE WITH TWO LAYERS OF BLACK ELECTRICAL TIGARD DIRECTLY BEHIND THE CONNECTOR. REMOVE THE WAX PAPER FROM THE OTHER SPACER TAPE- 2 INCH WIDTH OVERLAPPING EACH ROW BY 1 INCH. THESE TOP TWO LAYERS MUST ALSO BE WRAPPED USING A SHINGLED EFFECT. THE LAYERS SHALL BE WRAPPED SO THAT SITE ADDRESS HALF AND ALIGN THE TWO SPACER HALVES WITH ADHESIVE PORTIONS FACING EACH OTHER. THE ENDS ARE IN THE UPWARD DIRECTION CREATING A SHINGLED EFFECT WITH THE TAPE 8777 SW BURNHAM PRESS THE SPACER HALVES TOGETHER. THE SPACER WILL BE PLACED NEXT TO THE SO WATER WILL BE REPELLED AND NOT ALLOWED TO COLLECT AND POOL. THESE TOP 15. CELLS SHALL BE IN VERTICAL ALIGNMENT, DOWELS IN FOOTINGS SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. 16. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HEIGHT OF UNITS, LAYING PATTER AND CONNECTOR ON THE SMALLER DIAMETER COAXIAL CABLE SIDE. LAYERS OF ELECTRICAL TAPE MUST EXTEND TWO INCHES (THE TAPE WIDTH) PAST THE TIGARD, OR 97223 STEP 4: SLIDE THE COLD SHRINK TUBE OVER THE CONNECTION TO THE SPECIFIED START SELF - AMALGAMATING TAPE ONTO THE UNDERLYING CABLE. ALL LAYERS OF TAPE SHALL BE DIMENSION MARK. HOLD THE COLD SHRINK TUBE AND COAXIAL CABLE IN ONE HAND SO THAT WRAPPED SO THAT NO VOIDS OR AIR PACKETS ARE PRESENT. THE LAST WRAP OF TAPE JOINT TYPE. THE EDGE OF COLD SHRINK TUBE IS IN LINE WITH THE MARK. SHALL NOT BE PULLED OR STRETCHED. ALL TAPE SHALL BE CUT WITH A SHARP KNIFE OR SHEET TITLE SCISSORS. 17. SAND SHALL BE CLEAN, SHARP AND WELL GRADED, FREE FROM INJURIOUS AMOUNTS OF DUST, LUMPS, STEP 5: WITH YOUR FREE HAND, BEGIN REMOVING COLD SHRINK TUBE CORE. THE CORE WILL SHALE, ALKAU OR ORGANIC MATERIAL. BE REMOVED BY UNWINDING IN A COUNTERCLOCKWISE DIRECTION WHILE LIGHTLY PULLING GENERAL THE ATTACHED CORD AWAY FROM THE TUBE. STEP 6. USE BOTH HANDS TO CONTINUE THE UNWINDING PROCESS AS THE COLD SHRINK NOTES 18. BRICK SHALL CONFORM TO ASTM C -62 AND SHALL BE GRADE MW OR BETTER. TUBE BEGINS TO COLLAPSE INTO POSITION. CONTINUE THE UNWINDING PROCESS UNTIL THE • CORE IS COMPLETELY REMOVED AND THE COLD SHRINK TUBE IS INSTALLED. STEP 7: EXCESS COLD SHRINK TUBE EXTENDING TWO INCHES BEYOND THE SPACER HALVES SHEET NO. CAN BE REMOVED OR LEFT IN PLACE. EXCESS COLD SHRINK TUBE CAN BE CAREFULLY CUT • • OFF WITH A KNIFE. GN -3 aill NOTE: NOTE: \` \ 20.4" PROPOSED RRU'S AND ALL MOUNTING HARDWARE TO BE PROPOSED RRU'S AND ALL MOUNTING HARDWARE TO BE 1 PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. PAINTED TO MATCH EXISTING STRUCTURE IF REQUIRED. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. VERIFY PAINT MANUFACTURER AND FINISH WITH OWNER. Sp r i n t \ ■ —�, ■ ! 13.8" 9.0" v Mrjl SPECIFICATIONS(WIFILTER): 1 jj SPECIFICATIONS: LL . DIMENSIONS: 709 X 289 X 520 MM \ DIMENSIONS: 605 X 350 X 228 MM N. . . (27.9'X11.4 "X20.4 ") (23.8" X 13.8" X 9.0") WEIGHT: 52 LBS - WEIGHT: 60 LBS TOP VIEW 11.4" ,t MOUNTING TABS EAST LOOKOUT DRIVE - - I NP 1 wCIWtDSolt T% 75002-4124 to . "' • ' I ' I, 1111 � ' P OPTIC I II' 1 OPTIC PORT GENERAL s Services • DYNAMICS n OP C Wireless S I I ANTENNA PORT [ 48 v] RET (TYP) N I II • - n _ \ 9 7 FGND � ■ adia PM ■ Casc SIDE VIEW FRONT VIEW 5501 NE 109TH COURT, SUITE A -2 1- ■ � • • ' ■ ■ V �PH: 380 lJV " IC r s o o ° • IA i 1�• a � �a�II � vii ANT 0 ANT 1 ANT 2 ANT 3 SI:: E VI SIDE VIEW [ OM " 1 :® •® •O . ®. a • GROUND ,'p O opI ^\ Imo\ ��i.rT � •i \ `k� °i _ ' ANro G !•��% ��P GENE s. • � ANT 1 O ? cA E. O qi I ,h! 9 i _iiO�� BOTTOM VIEW POWER PORT RET 02 � ; 1 4 j a 48 VOLTS J x 1 EQ U I P M E N' BOTTOM VIEW . w • REGON T / � j • SCALE: NTS (11X17) SCALE: NTS (11X17) " .. MMBS CABINET WEI( 1 800 MHz RRU (RRH -C2C) 2 1900 MHz RRU (RRH -P4) / p (l 1 SCALE: NTS (22X34) SCALE: NTS (22X34) $ -1 `+ . � �v7r WEIGHT 5 BS) C PM PROJECT N•.: • 629 DIMENSIONS 70.81 I PRELIMINARY NOTE: NO. DATE D/C DESCRIPTION FOR SPECIFICATION-R11-14 WALL MOUNTING PLEASE REFER MMBS INFORMATIONAL 0 07 -13 -12 TTTT 90% REVIEW SPECIFICATION- R11 -14 MAY AY 2012 2012 FOR GD.PPTX GD.PPTX PER RRU TECHNOLOGY 1 08 -03 -12 MMlTT CLIENT COMMENT R haP REQUIREMENTS RRH -C2A (VERIFY) SUBMITTAL (E) OR (N) 3 112" O.D. (N) SAMSUNG RRU NO. DATE D/C DESCRIPTION MOUNTING PIPE (TYP) (N) SAMSUNG RRU MOUNTING BRACKET & 0 08 -15-12 BU /BU BP SUBMITTAL POLE MOUNTING BRACKET M8 X 25l HEX BOLT, MOUNTING BRACKET ■ ■ HARDWARE MS SPRING WASHER, 8 HARDWARE PLANE WASHER M8 PLANE WASHER — ■: ■ M12 SPRING WASHER RRH -C2A MOUNTING '+ SITE ° ° �� H 7 \ ° o v J OQ I I I'� III. /I11 o (E) OR (N) 3 1!2" O.D. `' 1 >- o o = o MOUNTING PIPE (TYP) ° o° o O B III z w LL _ n p > a l li l jil — a J I ii _ HEX HEAD STOPPING - I I 'IiII� l o � ":_ o — SHEET TITLE LA PLUGS - Y4 FOR U RRU DETAILS PORT LAYOUT UT D DETAIL \ I SIDE VIEW FRONT VIEW TOP VIEW NOTE: FOR WALL MOUNTING PLEASE REFER TO MMBS INFORMATIONAL SPECIFICATION- R11 -14 MAY 2012 FOR GD.PPTX SHEET NO. 3 MMBS MEC SCALE: NTS(11X17) SCALE: NTS(11X17) A-7 3 800 MHZ RRU (RRH -C2C) - MOUNTING DETAIL SCALE: NTS (22X34) 4 1900 MHZ RRU (RRH -P4) - MOUNTING DETAIL SCALE: NTS (22X34) REAR VIEW SIDE / VIEW \� - - - - -- - - - _ - V • GPS SURGE ARRESTOR O 0 O Sprint' MMBS CABINET MMBS CABINET S66M BLOCK FOR UDA O ! O • b m 1301! FAIT LOCKOUT oteM 2' LB HOUSING INTO RICHARDSON. TX 750M -4124 0 • MUDROOM L " - -= O I 2" LB HOUSING INTO • O =} Ti PROTECTOR MUDROOM 2' HEAVY WALL f 0 O MUDROOM - SEE 2/- COUPLING GENERAL. DYNAMIClG 2" HEAVY WALL COUPLING • "1. Wireless Services 2" SEAL-TITE STRAIGHT _- 0 2" SEAL -TITE STRAIGHT / CONNECTOR 1 = i= CONNECTOR - C• O ROTEX INNERDUCT � �� = 2" SEAL -TITE FLEXIBLE SEAL; TESSCO PART # O CONDUIT TO TELCO BOX (32MM/349959) & O O O O (36MM/349384) O 0 1 2 3 4:40 2" LIQUID TIGHT CONDUIT i COMSEAL •�•�•� jr. FOR HYBRID CABLES; 2' SEAL -TITE FLEXIBLE MAKER: ROXTEC Cascadia PM PART # 8436 CONDUIT TO TELCO BOX PART # COMSEAL 16/16 4 MMBS PORT LAYOUT 1 TABLE - SEE #4 THIS • 5501 NE 109TH COURT, SUITE A - 2 SHEET 0 0 VANCOUVER, WA 98662 il , 0 PH'. 350.885.9200 bib- —r 8� .�� UDA OR BH CABLE 2" HEAVY WALL CONDUIT ( E) CONC. EQUIP. SLAB CONNECTOR (E) CONC. EQUIP. ��/ 2" SEAL -TITE STRAIGHT SLAB GPS CABLE CONNECTOR 2" SCH. 80 PVC FROM TELCO ATTACH 2" CONDUIT WITH BOX INTO MUDROOM CONDUIT CLAMP TO (E) CONC. SLAB AS REQ'0 2" SCH. 80 PVC CONDUIT 1 HYBRID COAX & TELCO / FIBER SUPPORT DETAILS SCALE: NTS (11X17) 2 MUDROOM — SPECIFICATIONS SCALE: NTS („x, 7) SCALE: NTS (22X34) SCALE: NTS (22X34) REAR VIEW V — I CPM PROJECT NO.: XXXX I PRELIMINARY NO. DATE D/C DESCRIPTION MMBS CABINET 2' SEAL TITE 90 CONDUIT 0 07 -13 -12 TT/TT 90% REVIEW CONNECOR; PART #500007 1 08 -03 -12 MM/TT CLIENT COMMENT OR APPROVED EQUAL MM / till CABINET SUBMITTAL NO. DATE D/C DESCRIPTION =. 0 08 -15-12 BU /BU BP SUBMITTAL 0 • O 0 MUDROOM SITE NUMBER SEAL -TITE CONNECTION P003XC047 ] p TO CABINET 2" SEAL -TITE CCI SITE # 879526 FLEXIBLE CONDUIT 2 SEAL -TITE FLEXIBLE SITE NAME 1 l CONDUIT FROM STUB UP TO DETAIL A O O UTILITY HRAME / TIGARD Oo Oit z Q Os ( - F SITE ADDRESS 2' HEAVY WALL COUPLING 8777 SW SEE MMBS TIGARD, BUR , OR 977223 223 CABINET PORT 2" SEAL -TITE STRAIGHT TIG LAYOUT TABLE CONNECTOR MMBS PORT LAYOUT THIS DETAIL CONDUIT NO. USAGE SHEET TITLE 0 BATTERY ..,., j (E) CONC. EQUIP. SLAB 1 AC/GROUND ELECTRICAL 2 RRU SECTOR 1 DETAILS 3 RRU SECTOR 2 4 RRU SECTOR 3 T SCH. 80 PVC TO STUB UP SHEET NO. AT UTILITY -FRAME / EQUIP. 5 BATTERY EQUIP. POWER SCALE NTS SCALE:NTS(11X17) -� • 3 MMBS QU CABINET OWER CO NNE TI NS C O I SCALE: NTS (22X34) 4 NOT US ED - SCALE: NTS (22X34) RF ANTENNA C \1 DC POWER ELECTRICAL NOTES: A Sprint . MINIMUM CABLE LENGTH BETWEEN THE N. OU AND BATTERY IS 70MM (2.75 IN.). n• _ UADU (N) BBU CABINET (N) MMBS CABINET LOAD CENTER 3 MAXIMUM CABLE LENGTH DISTANCE IS _ 900MM (35.43 IN.). WEATHER PROOFING 8 I 4111111° SHALL INCORPORATE PPC — • • • "♦ WEATHERPROOFING TAPE KIT, COLD I SHRINK SHALL NOT BE USED. I 5) CPRI CABLE 1301 FAST LOOKOUT COM I UCI141D501. TX 750522 -4124 . ROUTE DC CONDUCTORS IN CONDUITS I 6) RET CABLE TO PROPOSED MMBS CABINET 48VDC 5 4 3 2 1 0 I 1 r I POWER DISTRIBUTION PANEL TO AND I FROM PROPOSED BBU CABINET. 0 0 0 000 •OO I I I I I I I I I GENERAL CYNA NAGS . -48 VDC CABLES BETWEEN PROPOSED I L I Wireless Services MMBS CABINET & RRU'S ARE FACTORY 4. ci cl ASSEMBLED AND EQUIPPED WITH ONE ` # 1/0 AWG , L4LPOWER CABLE I — — PRE- TERMINATEDEND. IIj 4 - I I I II- • . ALL FIELD INSTALLED OC CABLING ,r, I -0. I SHALL BE TYPE RHH /RHW AND SHALL 3) RR -P4 I I BE UL THERMOSET INSULATED. - GROUND CABLE # 6 AWG SEE ELECTRICAL J I Cascadia PM ■ ONE -LINE DIAGRAM __ __L 7) RET CABLE 1 LI m FEEDER LINE GROUND CABLE 5501 NE 109TH COURT. SUITE A -2 SECTOR 1 MGB VANCOUVER, WA 98662 (GROUND KIT 7/8" IN. FEEDER SECTOR 2 REFER TO HYBRID 0 LINE OR MORE) PH: 360.865.9200 . CABLE SPECS '° ° o ° o ° o ° SECTOR 3 `F° ° ° ° TGB IIL 1 ° I I I L DC CABLING WITHIN PRE - MANUFACTURED 1) MGB GROUND CABLE 2) TGB GROUND CABLE lir • HYBRID CABLES SCALE: NTS (11X17) SCALE: NTS (11X17) 1 ONE -LINE DC POWER DIAGRAM I SCALE: NTS (22X34) 2 MMBS WIRING DIAGRAM - SCALE: NTS (22X34) IP I CPM PROJECT NO.: XXXX I s PREUMINARY NO. DATE D/C DESCRIPTION 0 07 -13 -12 TT/TT 90% REVIEW 1 08 -03 -12 MM/TT CLIENT COMMENT (N) MMBS (E) TELCO SUBMITTAL CABINET DEMARC MUDROOM (E) TELCO DEMARC "HOFFMAN BOX" NO. DATE D/C DESCRIPTION (SEE NOTE 2) AT PPC CABINET (SEE NOTE 1) 0 08-15-12 BU /BU BP SUBMITTAL (SEE NOTE 3) SITE NUMBER PO03XC047 CCI SITE # 879526 SITE NAME TIGARD SITE ADDRESS . . . 8777 SW BURNHAM TIGARD, OR 97223 (N) 2" TELCO CONDUIT WITH (3) BLACK SHIELDED 24 (2) CATS T- SCREEN CABLES; AWG CAT5e IN EXISTING PART # 21614 OR EQUIV. CONDUIT (AS REQ'D) SHEET TITLE NOTES: ELECTRICAL 1. CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING HOFFMAN BOX AT SITES MAIN TELCO DEMARC. DETAILS 2. CONTRACTOR SHALL INSTALL RJ -45 ENDS ON ALL (6) RUNS OF CAT5e INTO MMBS CABINET MUDROOM. 3. CONTRACTOR TO INSTALL NEW 66 BLOCK IN EXISTING TELCO BOX NEXT TO EXISTING PPC CABINET. SHEET NO. ^/ SCALE: NTS (11X17) SCALE: NTS (11X17) E 1 ■ L 3 ONE -LINE TELCO RISER DIAGRAM 4 NOT USED SCALE: NTS (22X34) SCALE: NTS (22X34) . DINING ABBREVIATIONS AFF ABOVE FINISH FLOOR LF LINEAR FEET \� AGL ABOVE GRADE LEVEL MAX MAXIMUM • 4 AWG AMERICAN WIRE GAUGE MECH MECHANICAL S p r i n t AC AIR CONDITIONING MFR MANUFACTURER I ADJ ADJUSTABLE MGR MANAGER l APPROX APPROXIMATELY MIN MINIMUM AZ AZIMUTH MISC MISCELLANEOUS 1301 EASE LOOKOIlf DRIVE RIpNRDSON. TX 75082 -4124 BLDG BUILDING MTL METAL CM CONSTRUCTION MANAGER MTZL METALIZE(D) GENERAL DYNAMICS CAB CABINET MW MICROWAVE Wireless Services CL CENTERLINE NEC NATIONAL ELECTRICAL CODE CLG CEILING NIC NOT IN CONTRACT CLR CLEAR NTS NOT TO SCALE CO COPPER N/A NOT APPLICABLE Cascadia PM CONC CONCRETE OC ON CENTER 5501 NE 109Th c A-2 VANCOUVER,WA98682 PH. 380 885.9200 COND CONDUIT OD OUTSIDE DIAMETER CONST CONSTRUCTION OP OVERHEAD POWER 4 CONT CONTINUOUS OT OVERHEAD FIBER •1-' CPM CASCADIA PM OPP OPPOSITE .i.r� ■ =m D/C DRAFTER/CHECKER PL PROPERTY LINE d .., � NG1NEF9 S �� DEMO DEMOLISH PLYWD PLYWOOD C 4 OA DIA DIAMETER PM PROJECT MANAGER � , X X DIM DIMENSION PROJ PROJECT LU DN DOWN PROP PROPERTY • REGON • DTL DETAIL PT PRESSURE TREATED i O � q � 1 �' n �+ � i4 DWG DRAWING RO ROUGH OPENING f l 4 V� O • � ly • EA EACH ROW RIGHT OF WAY _ . - CPM PROJECT N•.: • 629 16 ELECT ELECTRICAL RRU REMOTE RADIO UNIT PRELIMINARY ELEV ELEVATION REQ REQUIRED NO. DATE D/C DESCRIPTION 0 07 - 13 - 12 TT/TT 90% REVIEW EQ EQUAL SBTC SOLID BARE TINNED COPPER 1 08 - - MM/TT CLIENT COMMENT EQUIP EQUIPMENT SF SQUARE FEET EXT EXTERIOR SHT SHEET SUBMITTAL NO. DATE D/C DESCRIPTION FIN FINISH SPEC SPECIFICATION 0 08 -15-12 BU /BU BP SUBMITTAL FLR FLOOR SQ SQUARE FT FOOT. FEET SS STAINLESS STEEL SITE NUMBER GA GAUGE STL STEEL P003XC047 GALV GALVANIZED STRUCT STRUCTURE. STRUCTURAL CCI SITE 6 879526 GC GENERAL CONTRACTOR TOC TOP OF CONCRETE SITE NAME GWB GYPSUM WALL BOARD TOM TOP OF MASONRY TIGARD GR GRADE THRU THROUGH SITE ADDRESS GRND GROUND TNND TINNED 8777 SW BURNHAM TIGARD, OR 97223 HVAC HEATING, VENTING 8 AIR CONDITIONING UBC UNIFORM BUILDING CODE HORIZ HORIZONTAL UG UNDERGROUND SHEET TITLE HT HEIGHT UNO UNLESS NOTED OTHERWISE IBC INTERNATIONAL BUILDING CODE UP UNDERGROUND POWER GENERAL ID INSIDE DIAMETER OF UNDERGROUND FIBER NOTES IN INCH VIF VERIFY IN FIELD • INSUL INSULATION VERT VERTICAL SHEET NO. 1. • INT INTERIOR WP WATERPROOF I. JBOX JUNCTION BOX W/ WITH -4 LB(S) POUND(S) WO WITHOUT • / 2' -3" / 3" MIN / 2'-4" / 1. -9" • 36" MAX 2' -2'MIN CLR. \ 1 \ - ' - \ \ I ANCHOR SCHEDULE / • BOLT DIA. HOLE DIA. 'E" EMBEDMENT Sprint' 3/8" 3/8" 2' • 1/2" 1/2" 3" "9 5/8" 5/8" 3 1 /8" fV ' 3/4 3/4" 3 3/4" \ 1 EQUIPMENT CABINET 1301 FAST LOOKOUT DRIVE RICHARDSON, TX 75052 -4124 e 4 \ HILTI KWIK BOLT -TZ (E) OR (N) CONC. SLAB USE S.S. KB-TZ FOR GENERAL DYNAMICS OUTDOOR APPLICATION Wireless Services BBU CABINET MMBS CABINET e 9 /N 1® 1 • • Cascadia PM / / � - i I / —M \ 5501 NE 109TH COURT. SUITE A -2 / // / ■ - VANCOUVER, WA 98662 • / '- ...- - PH: 360.885.9200 / �A -,. ) / NOTES: / // / / / / / / w 1. THE CONTRACTOR SHALL ACCURATELY LOCATE ALL EXISTING REINFORCING BY X -RAY OR // / / 0 / / / / 0 EQUIVALENT METHODS. NO REBAR OR TENDONS SHALL BE CUT. ALL EXPENSES RELATED TO s ✓ / 1� / / / �� REPAIR OR CUT REBAR OR TENDONS SHALL BE ENTIRELY AT THE EXPENSE OF THE CONTRACTOR. r • / j 1 I I / / / 2. SPECIAL INSPECTION IS REQUIRED FOR (HILTI KWIK BOLT -TZ PER ESR -1917) CONCRETE 41111• � / I I V / I ) U / EXPANSION ANCHORS AGAINST SEISMIC. ��_ _ —m..z.r =_,r�� \ \ -...—.4. 4 — --- Z 3 INSTALLATION OF WEDGE ANCHORS IN MASONRY IS NOT ALLOWED c, Q� NIF \ 1__.� day / / 4. VERIFY EQUIPMENT CABINET SPECIFICATIONS FOR MOUNTING HOLE LOCATIONS a � \ �� NGINEE. so M � � 7 1• " - \ n 4 _ w 1 EQUIPMENT CABINETS - TYPICAL LAYOUT SCALE NTS( „X, 7) — 2 CABINET ANCHORING DETAIL SCALE NTS (11X17) •REGON SCALE: NTS (22X34) SCALE: NTS(22X34) / O : '1/' le, 2$O \ c 47� 8 -1° -12 � TOP LIFTING LUG (TYP) s '9r MMES CABINET wElOHTB DIMENSIONS WEIGHT (Les) CPM PROJECT N•.: , 629 T OP PLAN VIEW N w D SHELF i' ' TOP PLAN VIEW DIMENSIONS 70.81N X 29.51N X 40.1(37.0)IN PRELIMINARY 1800XT00x1018(B2O)MM 1 NO. DATE D/C DESCRIPTION \ C ' V 0 07 -13 -12 TT/TT 90% REVIEW ,,r 2 -8” _ 2' -4 1 08 -03 -12 MM/TT CLIENT COMMENT 3 f! 0 %/ 3" 3fi / yy 4 2 y 2" 4 � 1' -10" I "I 2" 3 �" \ I BBU CABINET SPECIFICATIONS / � ` / \ -�� SUBMITTAL - ° ITEM WEIGHT (LBS) I / • NO DATE D/C DESCRIPTION li 1 0 08 -15 -12 BU /BU S W B P SUBMITTAL CAPACITY MAX 4 BATTERY STRINGS COOLING AIR CONDITIONEWCOOLING WITH FAN FOR EMERGENCY MODE ( MCLEAN 720 RVAC) J ° SITE NUM 111 1 SOUND LEVEL 65486 OFT II.Bm >a — -- P00 E BURN H AM 7 ° 0 ° B SIZE HEIGHT OF 3FT • I1" AIR CONDITIONEWCOOLING I CCI SITE 9 8 WITH FAN FOR EMERGENCY MODE (MCLEAN 720 NVAC) I ° ° CABINET WEIGHT 370 LBS "' SIT NAME ° I ° ° :i ° PER BATTERY 529 LBS ° TIGARD STRING WEIGHT �.- -\ • — DIMENSIONS 70.81N X 29.5IN X 40.1(37.09N SITE ADDRESS 1800X700X1018(820)MM 0000 ° \ _ ° - _ BATTERY NARADA 190AH (12NDT190) TIGARD, OR 97223 N / AGM TYPE (V RLA ) \ \ - ° AC POWER 220 VAC, 3.5 AMP (TYP), _ O_ � \ 0 ° Z 14.4 AMP STARTING \ REAR ELEVATION \ SIDE ELEVATION \ FRONT ELEVATION DC POWER 10 AMP MAX 5480DVC \ '• \- HEX HEAD STOPPING REAR ELEVATION SIDE ELEVATION FRONT ELEVATION SHEET TITLE PLUGS - SEE 4/E -1.1 FOR • Fll � PORT LAYOUT DETAIL OUTDOOR EQUIP. BOTTOM PLAN VIEW - DETAILS N 11- 1 BOTTOM PLAN VIEW II ,I 1 -6 \ C'' !� SHEET NO. 2'-2" 2' -5" 2" I_I_ 2' -3" I� 4 BBU MECHANICAL """((( ,,,fff 4fTff SCALE: NTS (11X17) A..8.0 SCALE: NTS (11X17) 3 MMBS MECHANICAL SPECIFICATIONS ' SCALE: NTS (22x34) U MECH NICAL SPECIFICATIONS SCALE: NTS (22X34) • Sprint p \I 41112P 1301 EAST LOOKOUT COVE RICHARDSON, TX 75082 -4124 GENERAL CYNAMICE Wireless Services Cascadia PM 5501 NE 109T1-1 COURT, SUITE A-2 VANCOUVER, WA 98882 PH, 380.885.9200 .4A• .1.-- 1!.... ■low.. M � \ ,'� � 0N GINE F 9 s `� CV Cr 7." .6. x w ', O REGON 1 NOT USED 8 - 1 - 1 O G ' 19 ' Z O e CPM PROJECT N0.: • 629 ■ PRELIMINARY _ - - VARIES y N 0 O TT/TT 90% REVIEW NOT TO EXCEED 8' - 1 1 08 -03 -12 MM/TT CLIENT COMMENT SUBMITTAL - - -� — NO. DATE D/C DESCRIPTION P1000 UNI -STRUT ATTACHED TO 3 1/2" O.D. PIPE (TYP) 0 08 - 15 - 12 BU /BU BP SUBMITTAL PIPE W/ UNI -STRUT P1121 PIPE CLAMP W/ SHH SCREW AND NUT; SPACE AS REQUIRED PER EQUIPMENT 8 ' 8' X 8" X 1/2" PLATE SITE NUMBER L - 1 1 P003XC047 1v broil SUPPORT PIPE CCI SITE # 879526 31/r 0 v SITE NAME 0, W P PEA V THD/CAAPLVANIZED . 3 /8" TYP, TIGARD 1 1/2" - 1/2" 0 HILTI -KWIK- BOLT -TZ SITE ADDRESS > > I SS EXPANSION ANCHOR 8777 SW BURNHAM MIN 3" EMBED (TYP OF 4) 8" X 8" X 1/2" PLATE SECTION B TIGARD, OR 97223 z r r }X� -_, SHEET TITLE ____ 't■ + CONSTRUCTION F 12" 0 X 3'-6" CONCRETE PIER - T'^! -- DETAILS FOOTING (TYP); DEPTH SHALL BE 3'-6" OR 6' BELOW FROST DEPTH, WHICHEVER IS GREATER (E) CONC. SLAB SHEET NO SCALE: NTS (11X17) SCALE: NTS (11X17) A 9 2 TYPICAL H -FRAME DETAILS (AS REQ'D) I SCALE: NTS (22X34) 3 TYPICAL ICE - BRIDGE / H -FRAME CONC CONNECTION DETAIL SCALE: NTS (22X34) r (N) 200A GENERATOR RECEPTACL 5 r i n f N )l P 200A TO E COMMERCIAL © e UTILITY POWER r • SOURCE diall" •■ I •""--' (N) 200A SPRINT PPC CABINET • I I / (TRANSFER SWITCH / LOAD CENTER) I 1301 EAST LOOKOUT DRIVE 200A 200A RICHARDSON, TX 75082 -4124 (N) MMBS CABINET (N) BBU CABINET I I GENERAL DYNAMICS Wireless Services P v\ S\ /\ � a 1OOA (3) #2AWG,(1)#8GND I IN 2" CONDUIT �• P.-N. 1 � ®15A (3) #10 AWG, (1) #10 GND n I IN 2" CONDUIT Cascadia PM (E)LOADS h � / '\ (E) LOADS I (REFER TO PANEL SCHEDULE) s- • • (REFER TO PANEL SCHEDULE) 5501 NE 109TH COURT. SUITE A - , Th 7__• VANCOUVER, WA 98662 0-0 • PH: 360.885.9200 /1 f S0 /Th f ... \ P ... \ /Th / \ _• •_• • SCALE: NTS (11X17) 1 ONE -LINE DIAGRAM SCALE: NTS (22)(34) Ink I- CALL BEFORE YOU DIG I CPM PROJECT NO.: )000( I •> 811 PRELIMINARY Li, o y t 2'-6" COORDINATE 0 c. TRENCH WIDTH NO. DATE D/C DESCRIPTION K w FINISHED GRADE OR AC PAVING MATCI 0 07 -13 -12 TT/TT 90 % REVIEW W/# OF CONDUITS 1 08 -03 -12 MM/TT CLIENT COMMENT LL N SLOPE & THICKNESS OF EXISTING; VOLTAGE: 240V/120 PHASE: 1 WIRE: 3 MAIN BREAKER: 200 AMP BUSS RATING: 200 AMPS NC: TBD O < RESTORE SURFACE TO MOUNT: SURFACE NEUTRAL BAR: YES GROUND BAR: TBD w (-) ORIGINAL CONDITION SUBMITTAL u ENCLOSURE TYPE: NEMA 3R N TD GROUND BOND: TBD m O._ PANEL STATUS: EXISTING INTERNAL TVSS: TBD to r e - ' WIDE UTILITY WARNING p .I � I � �a TAPE (t12' BELOW GRADE) BREAKER BREAKER BREAKER BREAKER BREAKER BREAKER NO.- 0 08- 115-12 BU /BU BP SUBMITTAL I CKT LOAD DESCRIPTION LOAD DESCRIPTION CKT Z UNDISTURBED SOIL AMPS POLES STATUS STATUS POLES AMPS -COMPACTED BACKFILL TO 1 4812 CABINET 150 4 ON ON 1 30 TVS S 2 c • MIN 95% MODIFIED MAX. 3 - - - ON ON 1 -- - 4 DENSITY PER ASTM D1557 5 - - - ON ON -- 10 FAN 6 SITE NUMBER • METHOD D 7 - - - ON ON - 20 GFCI 8 P003XC047 6" MIN. BACKFILL (CLEAN 9 SAMSUNG MMBS CABINET 100 2 NEW ON - 20 LIGHT 10 CCI SITE # 879526 6" GRANULAR FILL SAND) 11 - - - NEW ON - 20 SPARE 12 •, MIN. 6" BETWEEN CABLE/COAX 13 SAMSUNG BBU CABINET 15 1 NEW ON - - BLANK 14 SITE NAME o - A 0 0 &TELCO /FIBER CONDUIT 15 BLANK - - N/A N/A - - BLANK 16 TIGARD MEM , _ - BELOW GRADE (VERIFY EXACT 17 BLANK - - N/A N/A - - BLANK 18 SIZE & # OF CONDUITS) 19 BLANK - - N /A N/A - - BLANK 20 SITE ADDRESS POWER CONDUIT TELCO/FIBER CONDUIT BELOW 21 BLANK - - N/A N/A - - BLANK 22 8777 SW BURNHAM BELOW GRADE (VERIFY EXACT GRADE (VERIFY EXACT SIZE & # 23 BLANK - - N/A N/A - - BLANK 24 TIGARD, OR 97223 SIZE & # OF CONDUITS) 12" OF CONDUITS) MIN. NOTES: TOTAL KVA 28.80 SHEET TITLE 1. INSTALL ALL UNDERGROUND UTILITIES PER LOCAL UTILITY REQUIREMENTS. I AMPS 120.00 2. LOCATE ALL UNDERGROUND UTILITIES PRIOR TO TRENCHING / EXCAVATION. ONE -LINE DIAGRAM & 3. COORDINATE SIZE AND TYPE WITH LOCAL UTILITY COMPANIES REQUIREMENTS. 4. MULTIPLE CONDUITS CAN BE PLACED IN THE SAME TRENCH AS LONG AS A MINIMUM NOTES: PANEL SCHEDULE SEPARATION PER THE LOCAL UTILITY COMPANIES IS MAINTAINED. IN ALL CASES THE MINIMUM GENERAL CONTRACTOR TO CHECK REQUIREMENTS WITH LOCAL POWER CENTER TO CENTER SPACING BETWEEN CONDUITS IS 1' -0" (NOT REQUIRED FOR COAX). COMPANY AND JURISDICTION. ADDITIONAL SUB -PANEL OFF THE PPC CABINET " 5. CONTRACTOR SHALL RESTORE THE TRENCH TO ITS ORIGINAL CONDITIONS BY EITHER MIGHT BE REQUIRED TO FEED NEW SPRINT NETWORK VISION EQUIPMENT. SEEDING OR SODDING GRASS AREAS. OR REPLACING ASPHALT OR CONCRETE AREAS TO ITS ORIGINAL CROSS SECTION. SHEET NO 6. IF SAW CUT IS NEEDED, OVER CUT BOTH SIDES OF TRENCH BY MINIMUM OF 6" TO AVOID DEPRESSION IN THE FUTURE. . O 2 TYPICAL TRENCH DETAIL SCALE: NTS (11X17) 3 TYPICAL POST INSTALL PANEL SCHEDULE SCALE: NTS (11X17) II SCALE: NTS (22X34) SCALE: NTS (22X34)