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HomeMy WebLinkAbout10147191.pdf^W pW W 0 0 0 lU) c T .0 ._ O. uVu w^ W E L 02 c 9� H L 0 Q> Ci o L fl. L .Q E c E 0 H 0 Q 0 z 3 c d c c L L 0 v s v 4° L H 3 c d 0 U) d c� c v� U) 0 3 F�- Q O O Li 950-013-074C I f ER tk? : EC1F PLBG Ar�F» 1400M q I*ak7 PAECH GRADING Manningt CONSTR. $YPiment •- CCDE E- ITIO C�' C] Fire- Depart Q ,s � g 5, r� ¢ grog. P� $F, �...,LCCD e, Del - rFl-LOCOD ZONE CETIP H4YELl kmp ; b : � Agencyryg�a g ES NO ,s -% I i �' �"�i'RRIE a d R ,�`NNI I 4 `a' �._EV. FEE�w 3.oyp�q a $$ t a TES. � ._t F 9`^. e9 �'+® `a8 ®a✓ bed 4 -.zoos+ nt ray A <�..t .,pw.�eA�.e ✓.r':z'w,mvcc �[ g P '�wA P ¢0'S A S �. r AT&T WIR as sva:mcs ACCEE£ OICONSTRUCTION_ S RVIC CE�: sun ...-r g y y,. x..a. ✓ DATE RAN SITE NAME: NUmMmBER: LSANCA3040C1 SMOARATE PERMITS ARE REQUIRED FOR:. ELECTRICAL, L, KllffillflNG% PAECHANICAL PLANS/ Ti $t of plans and so€floatlos must be kept on o fob II types l. It is u I , ful to make any o o o or on saes without written permission from City of Scrota Ana. The accceptam,,ce of Mis plan and specifications SHALL be hold to ar3 s nor lip. an approval of the violation anySITE provisions of ANY Olty oaoo or Stag Law. Accepted yOde CITY OF SANTA ANA ;ule Issued L21K f �� l ' �, , � f NFP5 ga rof � e ' � jv DRAWING INDEX REV. DIRECTIONS PROJECT INFORMATION LSANCA3040C-TO1 TITLE SHEET 4 FROM TAKE WEST THEN AT&T OFFICE: 91 FREEWAY EAST TO THE SANTA ANA FREEWAY (1-5) THEN TAKE (55) FREEWAY EXIT OR SOUTH TO THE McFADDEN EXIT, TURN LET ONTO McFADDEN WEST TO MAIN STREET, TURN RIGHT NORTH ON S. MAIN STREET, THE SITE IS 2 BLOCKS FORWARD ON THE LEFT SCOPE OF WORK: AN UNMANNED TELECOMMUNICATION FACILITY INCLUDING THE INSTALLATION OF (4) OUTDOOR EQUIPMENT CABINETS, AT GROUND, (2) PANEL ANTENNAS PER SECTOR, (3) SECTORS TOTAL, MOUNTED ON EXISTING ROOF TOP, INCLUDE (1) GPS & (1) DIGITAL DATA PANEL LSANCA3040C-COI SITE PLAN LSANCA3040C-CO2 ENLARGED SITE PLAN, EQUIPME14T 4 PLAN 4 HAND SIDE OF THE STREET. SITE ADDRESS: 830 S. MAIN STREET SANTA ANA, CA 92701 VICINITY MAP AND ANTENNA CONFIGURATION PLAN PROPERTY OWNER: KEN TAYLOR & ROSANNA TRUS LSANCA3040C-0O3 EAST AND SOUTH ELEVATIONS 4 4971 CORKWOOD LINE IRVINE, CA 92614 LSANCA3040C-004 WEST AND NORTH ELEVATIONS TSANCA3040C-005 CONSTRUCTION NOTES 4 CONTACT PERSON: DON HURRAY (949) 809-4999 EXT. 2772 LSANCA3040C-CO6 CONSTRUCTION DETAILS RICHLAND STREET APPLICANT: 12900WIRELESS PARK PLAZA DR, LSANCA3040C-007 CONSTRUCTION DETAILS 4 LSANCA3040C-S01 PARTIAL ROOF FRAMING PLAN & STRUCTURAL NOTES 4 LSANCA3040C-SO2 SCREEN DETAILS LSANCA3040C-E01 ELECTRICAL SITE PLAN AND DETAILS 4 w w w z w w V) V) ¢ z oCn :2LONGITUDE: Q n V) � � CERRITOS, CA. 90703 CURRENT USE: — A.P.N. 010-214-28 }? PROPOSED USE: TELECOMMUNICATIONS FACILITY LATITUDE: 33 44 14.4 N ZONE: CEMMERCIAL 11 T 52' 4.5" W ELECTRIC COMPANY: SCE LAT/LONG TYPE: NAD 83 CONTACT: Bob PATTERSON PHONE: (909) 307-6759 LSANCA3040C-E02 POWER/TELEPHONE SINGLE LINE DIAGRAM & DETAILS 4 LSANCA3040C-E03 MISCELLANEOUS DETAILS 4 N Vi HIGHLAND STREET SITE ELEVATION: 100' AMSL TELEPHONE COMPANY: SBC JURISDICTION: CITY OF SANTA ANA CONTACT: CHUCK FREEMAN HU PHONE: (714) 666-5781 4 -E 4 ANTENNA SCHEMATIC LSANCA30 QC 0 , SCHEDULES AND DETAILS 4 SITE QUALIFICATION PARTICIPANTS NAM E COMPANY NUMBER A/E JULIUS SANTIAGO VELOCITEL INC. (949) 809-4999 EXT. 2721 VELOCITEL INC. 949 689-3512 SAC RICH CONTE VELOC ( ) °� (214) 563-1144 RF JOSH HELLAND BECHTEL _ � d1 sf rw CONS. MGR. DON MURRAY VELOCITEL INC. ep (949} 809--4999 EXT. 2772 LANDLORD KEN TAYLOR KEN TAYLOR & R A TRUS (174) 241-7667 LSANCA3040C-E05 ELECTRICAL NOTES, SYMBOLS & ABBREVIATIONS 4 BERVELY PLACE '� f dr ra (�) 4 : THOMAS GUIDE EDITION 2005 ZONING MARGARET CHANG VELOCITEL INC. (949) 307-2739 MAP #829 GRID #F4 Vel o*ciTelTm ARCHITECTURE AND ENGINEERING DIVISION 18071 FITCH AVENUE, SUITE 200 IRVINE, CA 92614 (949) 809-4999 MAIN (949) 553-3919 FAX www.velood8l.net MAIN STREET & McFADDEN AVE. �+ �+ SITE NO. LSANCA3040C $30 S. MAIN STREET SANTA ANA, CA 92701 AT&T c"-7 e� AT&T WIRELESS SERVICES, INC. 12900 PARK PLAZA DRIVE CERRrraS, CA 90703 4 05f 04f 05 'PLAN CHECK COMMENTS.' JR JA JS i~ESS1O �� N�� r�� w No. c M $ '� aFa TITRE SHEET 3 04f2afa5 'PLAN CHECK COMMENTS.' JR JA JS 2 02 09 a5 f f 'PLAN CHECK COMMENTS.' AM JA JS�aOUA�� 1 12f17f04 PLAN CHECK COMMENTS. BR JA JS '0' 11 f 03f 04 'ISSUED FOR CONSTRUCTION f PERMIT.' BR JA JS NO. I DATE REVISIONS BY CHK APP'D PROJECT NO, DRAWING NUMBER REV. 24897-51 1 A—LSANCA3040G—T01 4 SCALE: AS SHOWN DESIGNED: JS DRAWN: E.A. F 3 �! a. d E L 1.0 �9 c� E _ E V O H ._ 4- O t t0 a O z NEW 6'-0" TRASH ENCLOSURE -- W/ SMOOTH STUCCO TEXTURE PAINTED TO MATCH (E) BUILDING i t A r NEW AWS 10'-0$$X25,-0$f LEASE AREA, SEE EQUIPMENT PLAN SHT 2/CO2 NEW AWS POWER AND TELCO — CONDUITS ALONG THE INTERIOR WALL NEW (2) AWS ANTENNAS TYPICAL (2) PER SECTOR, (3) SECTORS TOTAL, SEE ANTENNA PLAN 3/CO2 NEW AWS OVERHEAD POWER & TELCO LINE, SEE ELECTRICAL DWG. (APPROX. 30') Flli�Nl►1►1itwilLwl\"I EXISTING TELCO PEDESTAL ♦ 00 TM Vel o*c ARCHITECTURE AND ENGINEERING DIVISION 18071 FITCH AVENUE, SUITE 200 IRVINE, CA 92614 (949) 809-4999 MAIN (949) 553-3919 FAX www.velocitel.net W/.5—HULL I -UK F'UWtK & /- W/ -I —tiULt FOR TELCO, SEE ELECTRICAL DWG. 2. CONTRACTOR TO RELOCATE EXISTING WEATHERHEAD ABOVE SCREEN WALL MAIN STREET ' McFADDEN AVE. SITE NO. LSANCA3040C 830 S. MAIN STREET 92701 EXISTING BUSINESS BUILDING HIGHLAND STREET AT&T AT&T WIRELESS SERVICES, INC. 12900 *i PARK PLAZA DRIVE CERRITOS, CA 90703 CVICTI!`i(_ nKAI I lAlAl I EXISTING SIGN TO REMAIN NEW (2) AWS ANTENNAS TYPICAL (2) PER SECTOR, (3) SECTORS TOTAL, SEE ANTENNA PLAN 3/CO2 EXISTING STEP DOWN ' � � � I � � mow'���� SITE PLAN SCALE-, 1/8' = V-0' 1 4 05/04/05 'PLAN CHECK COMMENTS.' JR JA I JS 3 04/20/05 'PLAN CHECK COMMENTS.' JR JA JS 2 02/09/05 'PLAN CHECK COMMENTS.' AM JA JS 1 12/17/04 'PLAN CHECK COMMENTS.' BR I JA JS '0' 11 /03/04 'ISSUED FOR CONSTRUCTION / PERMIT.' BR JA JS Q. DATE REVISIONS BY CHK APP'D SCALE: AS SHOWN DESIGNED: JS DRAWN: E.A. 2 No. 6 31 fl8 m SITE PLAN PROJECT NO. DRAWING NUMBER 24897-511 A—LSANCA304OC— C01 4 EXISTING CMU WALL TO BE EXTENDED t3'-2" FILE VERIFY 8 Col � 1 NEW TELCO CABINET ATTACHED TO (E) CM U WALL 7 cos � NEW CABLE TRAY ATTACHED TO (E) NEW CABLE TRAY-4- INSIDE BUIDING ATTACHED TO (E) WALL 5 s C07 Co 1 I SCALE: 3/8' = l'-O' 5' -4" NEW AWS (-A CABLE �� ENTRY HOOD,�'� 0 .-NEW SCREEN WALL ON TOP OF (E) PARAPET WALL TYP., PAINTED TO MATCH EXISTING BUILDING, SEE STRUCTURAL DWG. NEW FRP SCREEN WALL INFRONT OF ANTENNAS TYP., PAINTED TO MATCH EXISTING BUILDING, SEE STRUCTURAL DWG. ---, 5' -4„ SCALE: 1/2' = V-Q' /— NEW 8'-0" HIGH CMU WALL W/ SMOOTH STUCCO TEXTURE, PAINTED TO MATCH (E) BUILDING, 2 AROUND AWS LEASE AREA (2 SIDES) cos 25'-0„ LEASE AREA 10'-6" 3,-8» CONCRETE SLAB 21_-6 2'-69t 4=_V 3'-0" .81y �-- NEW (2) ROOF MOUNTED AWS ANTENNAS TYPICAL (2) PER A SECTOR, (3) SECTORS TOTAL, BEHIND RF TRANSPARENT SCREEN WALL (LARR 25400) Velo**ciTelm i ARCHITECTURE AND ENGINEERING DIVISION 18071 FITCH AVENUE, SUITE 200 IRVINE, CA 92614 (949) 809-4999 MAIN (949) 553-3919 FAX www.velocitel.net NEW SCREEN WALL ON TOP OF (E) PARAPET WALL TYP., PAINTED TO MATCH EXISTING BUILDING, SEE STRUCTURAL DWG. NEW (2) ROOF MOUNTED AWS ANTENNAS TYPICAL_ (2) PER SECTOR, (3) SECTORS TOTAL, BEHIND RF TRANSPARENT SCREEN WALL (LARR 25400) Z hh 0) I {) I CV I� NEW (4) AWS OUTDOOR EQUIPMENT CABINETS ON CONC. SLAB 1 C06 0 1' 2' 5' 81 NEW SCREEN WALL ON TOP OF (E) PARAPET WALL TYP., PAINTED TO MATCH EXISTING BUILDING, SEE STRUCTURAL DWG. NEW (2) ROOF MOUNTED AWS ANTENNAS TYPICAL (2) PER SECTOR, (3) SECTORS TOTAL, BEHIND RF TRANSPARENT SCREEN WALL (LARK 25400) — 0 NEW SCREEN WALL ON TOP OF (E) PARAPET WALL TYP., PAINTED TO MATCH EXISTING BUILDING, SEE STRUCTURAL DWG. l r A ! 1 • 4 1 1 1 1 ♦ ! (E) CMU WALL NEW 6'-0" HIGH TRASH ENCLOSURE TO BE EXTENDED 9'-21$ W/ SMOOTH STUCCO TEXTURE 2 t 14" AT 2 SIDES _ i --- P� � .�`GL M�� - (Z)-Bt�tultAl.G, - FIELD VERIFY I * EXISTING CMU WALL—/ i I .�.F 2 SIM. I I COs EXCEPT 6'-0" I I NEW 4"x 6" WOO F — — — — BUMPER W/ 1 /2" rlo BOLT 0 16" O.Q. I INTO CMU WALL @ I METAL GATE PAINTED TO i 3'-0" ABOVE { MATCH WALL FINISH SURFACE. I I L— — —------------- 6" P.C.C. SLAB THIS AREA TO REMAIN CLEAR TO ENABLE BINS TO BE ROLLED OUT FOR PICKUP t ,—EXISTING ±4'--10" HIGH CMU WALL FI EXISTING ST CONTAINERS BY OWNER E BE REMOVE a I EXISTING PARKING ! ! 1 i (il► � � � NEW 10'-0"x25'-O" AWS LEASO lQUIPMENT PLAN w ty 0 0w w EXISTING BUILDING J NEW AWS I CABLE ENTRY HOOD � --- __ NEW SCREEN WALL COLOR AND SE CTORTEXTURE, AzPMU „A„ a TO MATCH EXISTING 100. BUILDING, SEE STRUCTURAL DWG. ' a a NEW AWS POWER AND TELCO CONDUITS ALONG THE INTERIOR 0 a WALL, SEE ELECTRICAL DWG. (n a NEW CABLE TRAY -o Q ( AT ROOF ON PVC SLEEPERS NEW (2) ROOF MOUNTED AWS L21 ANTENNAS TYPICAL (2) PER SECTOR, uj (3) SECTORS TOTAL, BEHIND RF a- TRANSPARENT SCREEN WALL 0 a (LARR 25400) a NEW WEATHERHEADS, 2 1 /2 W/3-HOLE FOR POWER & 2" a W/1-HOLE FOR TELCO, SEE j ELECTRICAL DWG., CONTRACTOR TO ir'l RELOCATE EXISTING WEATHERHEAD (a rl a Lo I _ TRUE NORTH AT&T WIRELESS SERVICES, INC. 12900 PARK PLAZA DRIVE CERRITOS, CA 90703 /4 05/04/05 'PLAN CHECK COMMENTS.' JR JA JS 3 04/20/05 'PLAN CHECK COMMENTS.' JR JA JS 2 02/09/05 'PLAN CHECK COMMENTS.' AM JA JS 1 12/17/04 'PLAN CHECK COMMENTS.' BR JA JS '0' 11 /03/04 'ISSUED FOR CONSTRUCTION / PERMIT.' BR JA JS 40. DATE REVISIONS BY CHK APP'D SCALE: AS SHOWN DESIGNED: JS DRAWN: E.A. Ing NEW SCREEN WALL COLOR AND TEXTURE, TO MATCH EXISTING BUILDING w CL 0 V) NEW (2) ROOF MOUNTED AWS ANTENNAS TYPICAL (2) PER SECTOR, (3) SECTORS TOTAL, BEHIND RF TRANSPARENT SCREEN WALL 0 3' 10' 15' TRUE NORTH \�,�•GUA,yGco ��E�� No. C61054 uj .-12- A� of C 0 (a 1 o. 402 E 0 0 CL 0 z E c 0 L. 0 CL 16. 0 .10. E 0 rn rn Le TOP OF SCREEN ±34-6" AGL EXISTING STEP DOWN CENTER OF ANTENNAS 'y 32'-0" AGL ±31'-0" AGL TOP OF (E) PARAPET ±28'-6" AGL ±24'-5" AGL ±1 2'-2" AGL AL FINISH GRADE ELEV. = 100' AMSL "r 0'-0" REF. AGL 0 I? 111 EXISTING TREE NEW AWS WEATHERHEAD F __l NEW (2) AWS ANTENNAS TYPICAL (2) PER SECTOR, (3) SECTORS TOTAL, BEHIND RF >� L TRANSPARENT SCREEN WALL. Lu 1 ri F LJ L I L- - - - - --- - - - - - - - - - - - - - - EXISTING SIGN EXISTING BUILDING r- - - 7 HII I ---------- ---.--------------------=---------- 'I 11 IE II II 11 II 11 Ii II II II If IIII 83 Li 71II TILE CARPET CLEANING CARPET EAST ELEVATION SCALEi 1/4' = l'-O' NEW 6' HIGH FRP PARAPET --/ EXISTING TREE EXTENSION SCREEN WALL, PAINT & TEXTURE TO MATCH EXISTING EXISTING BUILDING BUILDING 0 ui ni o ui 0 0 0' — ------------ ----------------------- SCALE: 1/4' = V-0' NEW FRP PARAPET EXTENSION SCREEN WALL, PAINT & TEXTURE TO MATCH EXISTING BUILDING NEW AWS CABLE ENTRY HOOD BEYOND (p 25'-6" AGL NEW AWS VERTICAL CABLE/ 5 CHASE INSIDE BUILDING �O7 NEW (4) AWS OUTDOOR EQUIPMENT CABINETS ON CONC. SLAB NEW 8'-0" HIGH CMU WALL W/ SMOOTH STUCCO TEXTURE, PAINTED TO MATCH (E) BUILDING, AROUND AWS LEASE AREA (2 SIDES) cos EXISTING ±4 1_1099 CMU WALL NEW 6'-0" HIGH TRASH ENCLOSURE W/ SMOOTH STUCCO TEXTURE, PAINTED TO MATCH (E) BUILDING EXISTING 4,-10" CMU WALL TO BE EXTENDED ±14" AT 2 SIDES FIELD VERIFY r8 N� �O7 TOP OF SCREEN STEP DOWN ±34'-6" AGL EXISTINGCENTER OF ANTENNAS 32'-O"AGL KEN TAYLOR'S CARPET & FLOORING TOP OF (E) SIGN 830 So. Main St. ±31$-0" AGL TOP TOP OF (E) PARAPET ±28'-6" AGL -1- 40 v _\%7L TOP OF E PARAPET ±24-5" AGL TILE VINYL NEW (2) AWS ANTENNAS TYPICAL (2) PER SECTOR, (3) SECTORS TOTAL, BEHIND RF TRANSPARENT SCREEN WALL. ±12'-2" AGL FINISH GRADE ELEV. = 100' AMSL 0'-0" REF. AGL __A� 4 105/04/05 'PLAN CHECK COMMENTS.- JR I JA JS I lzi?1OFESS/9/v 3 04/20/05 'PLAN CHECK COMMENTS,' JR JA JS GUAN, uo", h, •c i MAIN STREET & McFADDEN AVE. 2 02/09/05 'PLAN CHECK COMMENTS.- AM JA JS �� 0� EAST AND SOUTH ELEVATIONS SITE NO. LSANCA3040C AT&T 'PLAN CHECK C R JA JS iO No 1 12/17/04 COMMENTS. B w il l � ARCHITECTURE AND ENGINEERING DIVISION 7 CC 12-31-D6 Z, 18071 FITCH AVENUE, SUITE 200 830 S. MAIN STREET '0' 111/03/04 'ISSUED FOR CONSTRUCTION / PERMIT.' BR JA JS 10111KIC -A 92644 1 9 (949) 809-4999 MAIN SANTA CA 92701 AT&T WIRELESS SERVICES, INC. NO. I DATE REVISIONS fI.AlK APP D,��`� PROJEeT No. DRAWING NUMBER (949) 553-3919 FAX __L_ $' O)F= www.velocitel.net 12900 PARK PLAZA DRIVE 'OF C c CERRITOS, CA 90703 SCALE: AS SHOWN IDESIGNED: JS DRAWN: E.A. 24897-511 A-LSANCA3040C-0O3 s v m 0 0 a C .y` i m 3 a 0 x a� 4° 0 d 0 10 m cs 0 a a� m 0 E c d E 0 0 :c I" 0 1` a 0 z s 3 c E a w m c w as �o 0 0 E. v as d m 4© v .E L c� 3 c 0 E 0 to 0 Z H om% 'S d cf v d tf) N m i F�- O CD EXISTING 4'-10" CMU — WALL TO BE EXTENDED f 14" AT 2 SIDES FIELD VERIFY $ col o a - TOP OF SCREEN NEW AWS GPS ANTENNA NEW (2) AWS ANTENNAS TYPICAL (2) PER SECTOR, (3) SECTORS TOTAL, BEHIND RF TRANSPARENT SCREEN WALL. NEW AWS CABLE ENTRY HOOD 4 C07 ROOF LINE t25'-6" AGL EXISTING BUILDING NEW (4) AWS OUTDOOR EQUIPMENT CABINETS ON CONC. SLAB EXISTING CMU WALL TO BE EXTENDED @ LEASE AREA W/ 7 SMOOTH STUCCO TEXTURE, cal 51M. PAINT TO MATCH (E) BUILDING. EXISTING 4'-10" HIGH CMU WALL TO N REMAIN --�-� T t34'--6" AGL dk CENTER _OF ANTENNAS _ 32'-0" AGL KEN TAYLOR'S A. TOP OF E SIGN CARPET & FLOORING t31'-0" AGL 830 So. Main St. TOP OF (E) PARAPET ±24'-5" AGL TOP OF (E) FASCIA t 12'-2" AGL GRADEFINISH .. Ve « • c i Te ARCHITECTURE AND ENGINEERING DIVISION 18071 FITCH AVENUE, SUITE 200 IRVINE, CA 92614 (949) 809-4999 MAIN (949) 553-3919 FAX www.velocitel.net VINYL rn F -1 r —1 I I1 I I i t �, o I I 1 1 11 EXISTING SIGN I ! I I 1! �,, I I L11 _ �i ¢ L J L J I 1 1 ! I I _----------.�_._._._._.._.�._._._.r--------------.�..._...._. — NEW '6' 'FRP PARAPET EXTENSION SCREEN WALL, PAINT & TEXTURE TO MATCH EXISTING BUILDING SCALE: 1/4' = V-0' Ffl I II I 0 o x i � NEW (2) ROOF MOUNTED AWS L - ----- --AA1TEN PlAS TYP-4GAL- �-2�-PER- --- -- ----- ------------- \ SECTOR, (3) SECTORS TOTAL, BEHIND RF TRANSPARENT SCREEN WALL. EXISTING STEP DOWN \\\\ EXISTING — WROUGHT IRON FENCE AVE.MAIN STREET & McFADDEN SITE NO. LSANCA3040C 830 S. MAIN STREET NORTH ELEVATION C Al f- IIAq e 1,_Rr -.r WAT&T AT&T WIRELESS SERVICES, INC. +0 PARK PLAZA DRIVE CERRITOS, CA 90703 i TOP OF SCREEN t34'-6" AGL EXISTING STEP DOWN CENTER OF ANTENNAS 32'-0" AGL Q d o TOP OP (P) CI(^Nf Im 0 NEW AWS GPS ANTENNA NEW 6' FRP PARAPET EXTENSION — SCREEN WALL, PAINT & TEXTURE TO MATCH EXISTING BUILDING -------------------------------------------- NEW (2) AWS ANTENNAS TYPICAL (2) PER SECTOR, (3) SECTORS TOTAL, BEHIND RF TRANSPARENT SCREEN WALL. 2 NEW AWS CABLE ENTRY col HOOD NEW AWS VERTICAL CABLE col ENTRY INSIDE BUILDING NEW (4) AWS OUTDOOR EQUIPMENT CABINETS ON CONC. SLAB NEW 8'-0" HIGH CMU WALL W/ SMOOTH STUCCO TEXTURE, PAINT TO MATCH (E) BUILDING, AROUND AWS LEASE AREA (2 SIDES) 2 0 cos I 00 4 05/04/05 'PLAN CHECK COMMENTS.' JR I JA JS 3 04/20/05 'PLAN CHECK COMMENTS.' JR JA JS 2 02/09/05 'PLAN CHECK COMMENTS.' AM JA JS 1 12/17/04 'PLAN CHECK COMMENTS.' BR JA JS '0' 11 /03/04 'ISSUED FOR CONSTRUCTION / PERMIT.' BR JA JS CIO. DATE REVISIONS BY CHK APP'D 'SCALE: AS SHOWN DESIGNED: JS DRAWN: E.A. JA No. C6 4? < Lu � . 2 -31-5 �(JV PROJECT NO. °�c�o-24897-51 1 t31'-0" AGL TOP OF (E) PARAPET t28'-6" AGL (STING TREE t 12'-2- AGL FINISH GRADE ELEV. = 100' AMSL 0'-0" REF. AGL p_ I f EXISTING CMU WALL I I TO BE EXTENDED I I LEASE AREA W/ i I SMOOTH STUCCO I I TEXTURE, PAINT TO I i MATCH (E) BUILDING. I I 1 I g I 1 C07 mot �ii:4 4 'luir-iiii DRAWING NUMBER A-LSANCA3040C-004 MASONRY NOTES: CONCRETE & REINFORCING STEEL NOTES: GENERAL NOTES SITE WORK GENERAL NOTES MASONRY 1, ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301, ACI 318, ACI 336, ASTM A184, ASTM A185 AND THE PROJECT 1. ALL MASONRY UNITS SHALL CONFORM TO ASTM C90 GRADE N-1 AND SPECIFICATIONS. A 1. AN UNMANNED TELECOMMUNICATION FACILITY INCLUDING THE 1. THE SUBCONTRACTOR SHALL CONTACT UTILITY LOCATING SERVICES PRIOR SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH ON THE NET INSTALLATION OF (4) OUTDOOR EQUIPMENT CABINETS, AT ROOF LEVEL, TO THE START OF CONSTRUCTION. AREA OF 2000 PSI FOR A DESIGN STRENGTH OF f'm= 1500 PSI. UNLESS 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF (2) PANEL ANTENNAS PER SECTOR, (3) SECTORS TOTAL, FLUSH NOTED OTHERWISE. 2500 PSI AT 28 DAYS, UNLESS NOTED OTHERWISE. MOUNTED BEHIND RF FRIENDLY SCREENING, PAINTED TO MATCH COLOR 2. ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER UTILITIES & TEXTURE OF EXISTING BUILDING, INCLUDE (1) GPS ANTENNA. WHERE ENCOUNTERED IN THE WORK, SHALL BE PROTECTED AT ALL TIMES, 2. CEMENT SHALL BE THE SAME AS SPECIFIED FOR CONCRETE. 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC SHALL THE PROPOSED FACILITY IS UNMANNED AND IS NOT FOR HUMAN BE RELOCATED AS DIRECTED BY ENGINEERS. EXTREME CAUTION SHOULD BE 3. REINFORCING BARS- SEE NOTES UNDER "REINFORCING STEEL" FOR CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED 2. HABITAT. (NO HANDICAP ACCESS IS REQUIRED). USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS REQUIREMENTS. ALL REINFORCING SHALL MEET ASTM A615, GRADE 60. OTHERWISE. SPLICES SHALL BE CLASS B AND ALL HOOKS SHALL BE AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY UNLESS NOTED OTHERWISE. STANDARD, UNO. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, TRAINING FOR THE WORKING CREW. THIS WILL INCLUDE BUT NOT BE 3. APPROXIMATELY 2 TIMES PER MONTH, BY AT&T TECHNICIANS. LIMITED TO A) FALL PROTECTION B) CONFINED SPACE C) ELECTRICAL 4. MORTAR MIX SHALL CONFORM TO REQUIREMENTS OF CBC TABLE, TYPE S 4• THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR SAFETY D) TRENCHING & EXCAVATION. MORTAR SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI AT REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: NO NOISE, SMOKE, DUST OR ODOR WILL RESULT FROM THIS PROPOSAL. 28 DAYS. UNLESS NOTED OTHERWISE. CONCRETE CAST AGAINST EARTH IN. 4. 3, ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS CONCRETE EXPOSED TO EARTH OR WEATHER: OUTDOOR STORAGE AND SOLID WASTE CONTAINERS ARE NOT PROPOSED. AND PROJECT SPECIFICATIONS. 5. GROUT SHALL CONFORM TO THE REQUIREMENTS OF SECTION 2103.4 OF 5. THE CBC FOR COARSE GROUT. USE SUFFICIENT WATER FOR GROUT TO 6 AND LARGER ..........................2 IN. ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED 4. 1F NECESSARY RUBBISH STUMPS DEBRIS STICKS STONES AND OTHER f f FLOW INTO ALL CELLS OF THE MASONRY WITHOUT SEGREGATION. GROUT 5 AND SMALLER & WWF........ 1 1/2 IN. 6. IN ACCORDANCE WITH THE APPLICABLE SECTIONS OF SPECIFICATION REFUSE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF LEGALLY. SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT NUMBER 24445-3PS-AOOZ-00001, "TECHNICAL SPECIFICATION FOR 5. DAYS. UNLESS NOTED OTHERWISE. FLY ASH WILL NOT BE PERMITTED IN CAST AGAINST THE GROUND: CONSTRUCTION OF GSM/GPRS WIRELESS SITES", AND THE SITE SHALL BE GRADED TO CAUSE SURFACE WATER TO FLOW AWAY GROUT. SLAB AND WALL ........................3/4 IN. 24445-801-3PS-EG00-GO0001, "TECHNNCAL SPECIFICATION FOR FROM THE BTS EQUIPMENT AND TOWER AREAS. 6. GROUT AND MORTAR MIXES SHALL BE DESIGNED BY A QUALIFIED BEAMS AND COLUMNS...............1 1 /2 IN. FACILITY GROUNDING". IN CASE OF A CONFLICT BETWEEN THE 6. NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN TESTING LABORATORY AND SHALL BEAR THE WET SEAL OF A PE LICENSED 5, A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONSTRUCTION SPECIFICATIONS AND THE DRAWINGS THE DRAWINGS SHALL GOVERN. ' ' GROUND. FROZEN MATERIALS SNOW OR ICE SHALL NOT BE PLACED IN IN THE PROJECT STATE. THE MIXES WILL BE REVIEWED BY THE CONCRETE, UNO, IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. ANY FILL OR EMBANKMENT. STRUCTURAL ENGINEER. SUBCONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY DAMAGE 7. THE SUB GRADE SHALL BE COMPACTED AND BROUGHT TO A SMOOTH 6. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR, SHALL BE PER 7. CAUSED BY THE CONSTRUCTION OPERATION. UNIFORM GRADE PRIOR TO FINISHED SURFACE APPLICATION. 7. PROVIDE A MINIMUM OF 1 /2 OF GROUT BEiWWEN MAIN REINFORCING MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR AND MASONRY UNITS. BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S SUBCONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS 8. ALL EXISTING INACTIVE SEWER, WATER, GAS, ELECTRIC AND OTHER UTILITIES, RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE 8. AND INSPECTION REQUIRED FOR CONSTRUCTION. WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED 8. FOR GROUT LIFT CONSTRUCTION, REFER TO CBC SECTION 2104.6 DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING AND/OR CAPPED, PLUGGED OR OTHERWISE DISCONTINUED AT POINTS WHICH APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY 9. ONLY CELLS WITH REINFORCING SHALL BE FILLED WITH GROUT, UNLESS WHEN REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER 9. SITE ON A DAILY BASIS. THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE NOTED OTHERWISE IN TH DRAWINGS. CMU RETAINING SOIL TO BE FULLY TO MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. OWNER AND/OR LOCAL UTILITIES. GROUTED. INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE 10. VISITS AND DRAWINGS PROVIDED BY THE SITE OWNER. SUBCONTRACTOR 9, THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND 10. CELLS SHALL BE IN VERTICAE ALIGNMENT. DOWELS FROM FOOTINGS SHALL NOTIFY BECHTEL OF ANY DISCREPANCIES PRIOR TO ORDERING SHALL BE SET TO ALIGN WITH CORES CONTAINING REINFORCING STEEL. MATERIAL OR PROCEEDING WITH CONSTRUCTION. NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY, SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION. 11. REFER TO ARCHITECTURAL DRAWINGS FOR SURFACE AND HIEGHT OF NO WHITE STROBIC LIGHTS ARE PERMITTED, LIGHTING, IF REQUIRED, 10. SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING SITE DURING MASONRY UNITS, LAYING, PATTEREN, AND JOINT TYPE. 11. WILL MEET FAA STANDARDS AND REQUIREMENTS. CONSTRUCTION. EROSION CONTROL MEASURES, IF REQUIRED DURING 12. ALL VERTICAL REINFORCING SHALL HAVE A MINIMUM LAP SPLICE OF SUBCONTRACTOR SHALL CALL DIGALART FOR UNDERGROUND UTILITY CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE LOCAL GUIDELINES 48-BAR DIAMETERS. WHEN TWO BARS OCCUR IN ONE CELL, THE SPLICE 12. MARKOUT PRIOR TO CONSTRUCTION. 1-800-227-2600. FOR EROSION AND SEDIMENT CONTROL. SHALL BE 62-BAR DIAMETER. ALL HORIZONTAL REINFORCING BARS SHALL 11. THE SUBCONTRACTOR SHALL PROVIDE SITE SIGNAGE IN ACCORDANCE WITH HAVE A MINIMUM LAP SPLICE OF 48-BAR DIAMETERS, STAGGER ALL ALL SIGNS (WHEN REQUIRED) SHALL BE FURNISHED AND INSTALLED IN THE TECHNICAL SPECIFICATION FOR SITE SIGNAGE, DOCUMENT NUMBER HORIZONTAL REBAR SPLICES. 13. ACCORDANCE WITH SPECIFICATION 24445-801-3PS-AOOZ-00006. 24445-801-3PS-AOOZ-00006. 13. MECHANICAL PIPES AND ELECTRICAL CONDUITS WHICH PASS THROUGH MASONRY WALLS DO NOT REQUIRE SLEEVES. IF SLEEVES ARE SPECIFIED IN THE MECHANICAL OR ELECTRICAL DRAWINGS, INSTALL SLEEVES BEFORE GROUTING, DO NOT CUT ANY REINFORCING WHICH MAY INTERFERE WITH THE: SLEEVE PLACEMENT. CORING OPENINGS IN GROUTED MASONRY IS NOT STORM WATER QUALITY NOTES PERMITED, NOTIFY THE ENGINEER IN ADVANCE OF CONDITIONS NOT SHOWN STRUCTURAL STEEL NOTES ON THE STRUCTURAL DRAWINGS. NO PIPES OR ELECTRICAL CONDUITS SHALL PASS THROUGH MASONRY LINTELS, UNLESS SPECIFICALLY DETAILED. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP OF ALL SILT 1. ALL STEEL WORK SHALL BE PAINTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND IN ACCORDANCE WITH ASTM A36 UNLESS (E) CMU (N) CMU WALL AND MUD ON ADJACENT STREET(S), DUE TO CONSTRUCTION VEHICLES OTHERWISE NOTED. a- OR ANY OTHER CONSTRUCTION ACTIVITY, AT THE END OF EACH WORK 2. ALL WELDING SHALL BE PERFORMED USING E70XX ELECTRODES AND #4 @32" O.C. W/ HILTI HY' DAY, OR AFTER A STORM EVENT THAT CAUSES A BREECH IN WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD " 150 EPDXY X6 EMBD. @ (E) INSTALLED CONSTRUCTION BMPS WHICH MAY COMPROMISE STORM SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 CMU GROUTED CELL ONLY WATER QUALITY WITHIN ANY STREET(S). A STABILIZED CONSTRUCTION IN THE AISC "MANUAL OF STEEL CONSTRUCTION' PAINTED SURFACES ----- EXIT MAY BE REQUIRED TO PREVENT CONSTRUCTION VEHICLES OR SHALL BE TOUCHED UP. 4 EQUIPMENT FROM TRACKING MUD OR SILT ONTO THE STREET. 1 f -4_" 2. ALL STOCKPILES OF SOIL AND/OR BUILDING MATERIALS THAT ARE 3• BOLTED CONNECTIONS SHALL BE ASTM A325 BEARING TYPE (3/4"0) CONNECTIONS AND SHALL HAVE MINIMUM OF TWO BOLTS UNLESS a INTENDED TO BE LEFT FOR A PERIOD GREATER THAN SEVEN CALENDAR NOTED OTHERWISE. DAYS ARE TO BE COVERED. ALL REMOVABLE BMP DEVICES SHALL BE a IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE DAY 4. NON-STRUCTURAL CONNECTIONS FOR STEEL GRATING MAY USE . RAIN PROBABILITY FORECAST EXCEEDS 40%. 5/8„ DIA. ASTM A 307 BOLTS UNLESS NOTED OTHERWISE. 3. A CONCRETE WASHOUT SHALL BE PROVIDED ON ALL PROJECTS WHICH 5. INSTALLATION OF CONCRETE EXPANSION/WEDGE ANCHOR SHALL BE PER (2) #4 DOWELS 0 (E) FTG. PROPOSE THE CONSTRUCTION OF ANY CONCRETE IMPROVEMENTS WHICH MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURE. THE ANCHOR ° NOTCH PORTIN OF (E) WALL ARE TO BE POURED IN PLACE ON SITE. BOLT, DOWEL OR ROD SHALL CONFORM TO MANUFACTURER'S FTC. ONLY ENOGH TO ACCOMODATE THE INSTALLATION 4, THE CONTRACTOR SHALL RESTORE ALL EROSION/SEDIMENT CONTROL RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE OF (N) FTG. DO NOT OVER DEVICES TO WORKING ORDER AFTER EACH RUN-OFF PRODUCING DRAWINGS. NO REBAR SHALL BE CUT WITHOUT PRIOR ENGINEERING APPROVAL WHEN DRILLING HOLES IN CONCRETE. SPECIAL INSPECTIONS, b NOTCH RAINFALL OR AFTER ANY MATERIAL BREACH IN EFFECTIVENESS. REQUIRED BY GOVERNING CODES, SHALL BE PERFORMED IN ORDER TO a 5• ALL SLOPES THAT ARE CREATED OR DISTURBED BY CONSTRUCTION MAINTAIN MANUFACTURER'S MAXIMUM ALLOWABLE LOADS. 4. E () WALL FTG. ACTIVITY MUST BE PROTECTED AGAINST EROSION AND SEDIMENT -, .;4 REINF. PER PLAN TRANSPORT AT ALL TIMES. 6. AN APPLICATION TO PERFORM OFF -SITE FABRICATION MUST BE SUBMITTED TO THE INSPECTION SERVICES DIVISION FOR APPROVAL PRIOR TO FABRICATION. ar :31 6. THE STORAGE OF ALL CONSTRUCTION MATERIALS AND EQUIPMENT 7. A CERTIFICATE OF COMPLIANCE FOR OFF -SITE FABRICATION MUST BE COMPLETED + 11TIALLAq 9 0 MUST BE PROTECTED AGAINST ANY POTENTIAL RELEASE OF AND SUBMITTED TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF POLLUTANTS INTO THE ENVIRONMENT. PREFABRICATED COMPONENTS. 9 CONNECTION WALL DETAIL CONSTRUCTION NOTES:: 1 SCALE: NTS SCALE: NTS 4 05/04/05 'PLAN CHECK COMMENTS.' JR JA JS Ve ociTeIT" MAIN STREET & McFADDEN AVE. -z�%,��, 3 04/20/05 'PLAN CHECK COMMENTS.' JR JA JS AT&T 2 02/09/05 PLAN CHECK COMMENTS. AM JA JS T N NOTES CONSTRUCTION O S f , SITE NO. LSANCA3a4UC ARCHITECTURE AND ENGINEERING DIVISION i 12/17j04 PLAN CHECK COMMENTS. BR JA JS No.C61d54 m; Cr_ 2-31 os 18071 FITCH AVENUE, SUITE 200 830 S. MAIN STREET '0' 11 03 04 � � 'ISSUED FOR CONSTRUCTION PERMIT.' j BR JA JS IRVINE, CA 92614 (9Q)$09-4999 MAIN SANTA ANA, CA 92701 AT&T WIRELESS SERVICES, INC. 1Vi1 e. �a� C A�.��Q " NO. DATE REVISIONS BY CHK APP'a PROJECT NO. DRAWING NUMBER REV. CALE: AS SHOWN DESIGNED: JS DRAWN: E.A. (949) 553-3819 FAX www.velocitel.net 12900 PARK PLAZA DRIVE CERRITOS, CA 90703 4 �"� 1 A-LSANCA 04 -005 4 E UN (Ty 1 /. X GR SCALE: N.T.S. NOTES: 1. WHEN CABLE TRAY COVERS ARE SPECIFIED, THEY SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS INSTALLATION PROCEDURES AND INSTRUCTIONS FOR 'HIGH WIND CONDITIONS'. THIS INCLUDES CONNECTOR TYPE AND SPACINGS. 2. CABLE TRAY SIZE TO BE FIELD VERIFY • i r ! r r rr•- HOLD DOWN CLAMP FASTENED TO 4"X4" WITH 3/8" X 2 1 /2" LONG LAG SCREWS. 6:1 NIDTH SEE — TRAY SCHEDULE CABLE TRAY SCHEDULE J 4X4X 18" (FOR 12" TRAY) 4X4X 12" (FOR 6" TRAY) A PRESSURE TREATED. INSTALL EVERY 6'-0" WHEN MOUNT ON ROOF. SET LUMBER IN ROOFING TAR TO PREVENT' MOVEMENT. ALTERNATE: PVC SLEEPER MICROFLECT 25156 OR EQUAL A-• r i a i a SCALE: N.T.S. . • • 00 el c, ARCHITECTURE AND ENGINEERING DIVISION 18071 FITCH AVENUE, SUITE 200 IRVINE, CA 92614 (949) 809-4M MAIN (949) 553-3919 FAX www.velocitel.net CMU WALL .EL CHANNEL DOOR JAMB LTED TO END OF MAS. WALL 8" 0 DIAMETER EXPANSION BOLT 16" O.C. ?x2x3/16 DOOR FRAME AT ALL JR SIDES WITH WELDED JOINTS #5 JAMB BAR -S" 2 x 2 x .120 STEEL JBE BUMPER. NOTE GATE IS ALL WELDED CONSTRUCTION GRIND ALL BURRS SMOOTH PRIOR TO PRIME AND PAINT. VERTICALLY APPLIED 18 GA. STEEL DECKING "CUROCO" PATTERN # 13 EW CMU WALL ER PLAN FS"2x2x.120 TEEL TUBE BUMPER. Ar • -■ ;.. -Ar •• r r • A ri•- A Ar • Alb --• r r 10'-6" 0 I FINAL GRADE SLOPE AWAY FROM CONCRETE---, PLAN VIEW 1 Q'_6 11 1 COMPACTED CRUSHED___-- rlC^V r IJU I r DU I I nllvvc i I r. OF 4 STONE OR GRAVEL EXCAVATE AS REQUIRED TO EQUALLY SPACED AND FACE WELDED sBB {OPTIONAL; THICKNESS AT JAMB AND DOOR FRAME. __ AS REQ D} REMOVE VEGETATION 8c TOPSOIL, EXPOSE UNDISTURBED NATURAL VERTICALLY APPLIED 18 GA. STEEL PADLOCK AS . #4@ 12" O.C. EA. WAY SUBGRADE &PLACE CRUSHED DECKING "CUROCO" PATTERN # 13 IN PROVIDED Q OF SLAB STONE AS REQUIRED 2 x 3 x 3/16 ANGLE FRAME, BY AT&T ELEVATION VIEW CONTINUOUS 1 /4" THICK STEEL FLAT BAR TEEL CHANNEL THRESHOLD PAINTED NOTES: OVERLAP WITH HOLE FOR PADLOCK PLATE WELDED YELLOW 1. FOR CONCRETE NOTES SEE SHT. C04 TO VERTICAL DOOR FRAME FULL HEIGHT 8"� HOLE FOR HEAVY DUTY BUTT HINGE TYP. OF 4 2. GRAVEL SHALL BE NATURAL OR CRUSHED STONE WITH PADLOCK RECIEVER PLATE WITH 5 / EQUALLY SPACED AND FACE WELDED 100 PERCENT PASSING 1 INCH SIEVE. PADLOCK WELDED TO STEEL CHANNEL DOOR JAMB AT JAMB AND DOOR FRAME. PADLOCK AS PROVIDED BY AT&T 1 " CHAMFER (TYP) A �., . 00 SCALE: N.T.S. C.M.U. WALL CONTINUOUS 1 /4" THICK STEEL FLAT BAR OVERLAP WITH HOLE FOR PADLOCK PLATE WELDED TO VERTICAL DOOR FRAME PADLOCK RECIEVER PLATE — WITH 5/8" 0 HOLE FOR PADLOCK WELDED TO STEEL CHANNEL DOOR JAMB PADLOCK AS PROVIDED BY AT&T STEEL CHANNEL DOOR—, JAMB BOLTED TO END OF MAS. WALL J I GGL 1.r(ll"11VIV4.L THRESHOLD PAINTED YELLOW SCALE: N.T.S. A 1�! . A 114 F SCALE: 3/4"=1 ' _ 0„ T.O. CONC. MOUNTING SURFACE Z N 00 lip EW EQUIPMENT CABINET A - • r i • � a • • A a • , • i A , # • - a'- f I G1 ° 4 v a. `� v a /,\//'�/f`�/,,'�/ B.O. CONC. SLAB SCALE: N.T.S. AT&T AT&T WIRELESS SERVICES, INC. 12900 PARK PLAZA DRIVE CERRITOS, CA 90703 SCALE: 3/8"=1'-0" CONC. CAP EQ. a a • 3y, . IN. CLR. 3'-8" CONT. FOOTING /4 05/04/05 'PLAN CHECK COMMENTS.' JR JA JS �C�S�aGUAs'O�q� z 0 No. 4 m - 1-06 FOB CP,�,�p� , 3 04/20/05 'PLAN CHECK COMMENTS.' JR JA JS 2 02/09/05 'PLAN CHECK COMMENTS.' AM JA JS 1 12/17/0A. 'PLAN CHECK COMMENTS.' BR JA JS '0' 11 /03/04 'ISSUED FOR CONSTRUCTION / PERMIT.' BR JA JS/ 40. DATE REVISIONS BY CHK APP'D SCALE: AS SHOWN DESIGNED: JS DRAWN: E.A. PROJECT NO. 24897-51 1 (2) #4 CONT. AT TOP #5V @ 32" O.C. #4H @ 32" O.C. 8" CMU WALL PARTIALLY GROUTED X F'm = 1500 PSI 0 00 #5 DOWELS @ 16" O.C. @ EA. FACE BEND IN TO FTG. lilllll lll_-'''- x 00 —(3) #5 CONT. 1 z CIS! r " CLR. MIN. 3" IN. CLR. DRAWING NUMBER A—LSANCA3040C--CO6 0 0 CL 402 c 0 c 0 *0 CL E E 0 "a 0 0 z E ea 13 0 0 E_ 0 402 ,a ar E 0 ci U) rn c� NOTE: LIGHT WT. 'EIFS' OVER NEW CONTINUOUS SHT. MTL. LIGHT WT. 'EIFS' OVER FRP PANEL W/ PLYWOOD SHT'G W/ CAP FLASHING, PAINTED TO FINISH TO MATCH EXISTING BY 'OMEGA' FINISH TO MATCH MATCH SCREEN WALL (ICBO #ER4898) OR APPROVED EQUAL. EXISTING BY 'OMEGA' (ICBO #ER4898) OR fF] FRAMING, PER STRUCTURAL 1 /4 V NEW CONTINUOUS APPROVED EQUAL. X­ SHT. MTL. CAP SEE DETAIL 1/S02 FLASHING, PAINTED TO MATCH SCREEN WALL SHT'G PER STRUCTURAL 6 SEE DETAIL 6/S02II 77 4X 4X3/8 NEW UNISTRUT AT 16"O.C. P1000 6x14 FLAT SPLEEPERS NEW 25 GA. LIGHT LENGTH AS REQ'D (4' MAX.) DOWN TILT BRACKET TO SPAN 3 JOISTS, WEIGHT CORRUGATED BY ANTENNA MFR. NEW TU4X4 SEE STRUCTURAL MTL. W/ #12 RUBBi1R NEW GROUNDING e HEAD SCREWS @ 2 CONDUIT PER PLAN LJ EFO.C. COAX CABLE SEE PLAN NEW ANTENNA CANTIDLL AROUND NEW ROOFING MATERIAL Q0 < FRP SCREEING D EACH SLEEPERS OVER 602 SLEEPER AND VC1 (LARR 25400) AND OVER EXISTING ROOF 2 LAYERS OF TYPE GYP BD. SEE NOTE EXISTING ROOF OVER METAL FRAMING. 00 0 1 2�1 24' 0 241 1 CONTINUOUS METAL 2 0 ANTENNA PIPE U-) T r MIN. MIN. FLASHING NEW UNISTRUT CONDUIT CLAMP (TYP.) Ll ANCHORAGE: AT CONCRETE USE 3/8"__ - H c ri _(2) 5/8 0X10 r% EXISTING PARAPET THREADED ROD W/HILTI HY-150 0 MIN. EPDXY BOLTS SHIM BASE 1-3/4" EMBED. (ICBO 5193); AT WOOD 4"x7"xY4" PL. w/ XFO USE 3/8"X3" LAG BOLTS; AT METAL U-BOLT T&B. STUDS USE #12X3" SHEET METAL SCREWS (2 TOTAL PER UNISTRUT) MAX II "�E) PARAPET Amm 14 fit q I cl v L3X3X1/4X CROSS SUPPORT___� VLID W/ 5/8 $$ 0 M.B. @ HANGER BOTH SIDES T&B CONTINUOUS METAL FLASHING TYPICAL FLASHING DETAILS VERTICAL CABLE 0 WALL/CEILING FLASHING DETAIL ANTENNA MOUNTING DETAIL SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NONE NOTE: 1 NEW MTS ROOF TO _��NEW MICROFLECT 1. CONCRETE CAPPING @ EXISTING CMU WALL TO BE REMOVED PRIOR TO 0000�7 CABLE ENTRY B1118 CABLE ENTRY GPS ANTENNA PLACEMENT OF NEW CMU WALL EXTENSION. INSTALL A 4" WAVEGUIDE BOOT "DOGHOUSE" (MT-365 2. CONTRACTOR TO FIELD VERIFY EXISTING CMU WALL, IF IT IS HOLLOW, ASSEMBLY AT OPENINGS USED FOR COMMUNICATION CABLES PLACE GROUT PRIOR TO INSTALLATION OF NEW VERTICAL BARS. IF IT IS ) 0 0 0 0 AND A SEALING CAP AT SPARE NEW COAXIAL CAB 1 1/4" NOMINAL DIAMETER GROUTED, DRILL MIN. 18" HOLE AND EPDXY BACK AFTER REBAR PLACEMENT. OPENINGS PER PLAN (TYP.) ACTUAL O.D.) X 2'-0" (1.66$' (2) #4 CONT. AT 0 INTERIOREXISTING ROOF MAX. SCHEDULE 40 CONC. CAP TOP 4" WAVEGUIDE ENTRY (B2408 ASSEMBLY 'FIELD VERIFY' GALVANIZED STEEL MOUNTING VALMONT MICROFLECT PIPE BY MICROFLECTOVER 58" ) / UNIVERSAL PIPE .4 A2 0 0 TYPE 'Y' GYPSUM BOARD I ADAPTER KIT PART NO. B1 534 (SEE NOTE 4 ) v EQ, 0 -2 c 0 0 0 0 15"H x 15"W OPENING IN NEW ROOF N UJ ol A- > _A_ 4 @ 16 EXISTING WALL AND STEEL PLATE PENETRATION NEW POST COAX CABLE OR CORE DRILL AS -H U.1 2x4 METAL STUD FRAMING NECESSARY U— #4 CONT. AROUND OPENING IN NEW CABLE ENTRY "DOGHOUSE" WALL ASSEMBLY 4 —y —NEW 4x8 CURB SET IN FULL BED OF MASTIC `� " - ) INSTALL A 4" WAVEGUIDE BOOT BACKER ROD & SEALANT (TYP.) 00 ASSEMBLY AT OPENINGS USED ---------- 1/4)'X3" LAG BOLT, . TYP ELEVATION > FOR COMMUNICATION CABLES OF (2) PER ANGLE n 00 Nk AND A OPENINGS SEALING CAP AT SPARE 0 0 0 L3X3X3/16X12" _j % LONG TYP. FIBER CANT STRIP, TYP. 2 0 LL-• 4- WAVEGUIDE ENTRY (82408 BY 0� ALL 4 SIDES NOTES: 0 I- EXISTING ±4'-10" CMU WALL, CONTRACTOR TO 0 0T MICROFLECT) OVER 20 GA. GALVANIZED STEEL PLATE 1 26 GA. G.I. BASE FLASHING EXTEND 1 LOCATION OF ANTENNA MUST HAVE CLEAR VIEW OF SOUTHERN KY AND CANNOT HAVE ANY BLOCKAGES EXCEEDING 25% OF THE -H ry EMBEDDED IN SILICONE SEALANT I 8" MIN. BEYOND CURB SET IN FULL 0 �1 FILED VERIFY 0 0 SURFACE AREA OF A HEMISPHERE AROUND THE GPS ANTENNA. EXTERIOR BED OF BITUMEN OVER EXISTING 15"H 15"W OPENING IN BUILT-UP ROOF 2. ALL GPS ANTENNA LOCATIONS MUST BE ABLE TO RECEIVE CLEAR H x 0 EXISTING WALL AND STEEL SIGNALS FROM A MINIMUM OF FOUR (4) SATELLITES. VERIFY WITH z 0 PLATE A/ -BUILT UP ROOFING OVER BASE HANDHELD GPS BEFORE FINAL LOCATION OF GPS ANTENNA. 0 11-311 EXISTING ROOF ASSEMBLY FLASHING (2 LAYERS MIN.) EXTEND .1 j ... F% FINISHED GRADE I SILICONE WEATHER SEAL BETWEEN WAVEGUIDE t (WOOD OR CONCRETE) A 18" MIN. BEYOND CURB 3. THE WEIGHT OF THE ANTENNA MOUNT IS 6.5 LBS. Ittl I Ittl I 1=­ I I 1­111=­115*�11 171 ENTRY AND WALL 1111- 111111 ... IW-W- 71 ANCHORAGE: AT CONCRETE USE 3/8" THREADED ROD 4. IF ICE BRIDGE OR SIMILAR POST IS NOT GROUNDED , EXISTING FOOTING W/HILTI HY-150 @ MIN. 1-3/4" EMBED. (ICBO 5193); AT GROUND WITH #2 AWG TINNED BARE COPPER WIRE • WOOD USE 3/8"X3" LAG BOLTS EXOTHERMICALLY BONDED TO POST AND CONNECTED TO •A BLKG/FRAMING MEMBER @ WOOD FRAMING GROUND RING. I DETAIL "A" WALL EXTENSION DETAIL WAVEGUIDE ENTRY PORT DOGHOUSE DETAIL GPS ANTENNA MOUNTING 2 8 A "r SCALE: NTS SCALE: NTS SCALE: NTS I SCALE: NTS 4 105/04/05 'PLAN CHECK COMMENTS.' JR JA IS Vel o*ciTel"' MAIN STREET & McFADDEN AVE. 3 104/20/05 'PLAN CHECK COMMENTS.' JR JA IS . .... --------- AT&T 2 02 9/05 /0 'PLAN CHECK COMMENTS.' AM JA IS CONSTRUCTION DETAILS 1 12/17/04 'PLAN CHECK COMMENTS.' BR JA is SITE NO. LSANCA3040C CO -00 Z_ ARCHITECTURE AND ENGINEERING DIVISION 18071 FITCH AVENUE, SUITE 200 830 S. MAIN STREET 0 No. C61054 uj -31-06 00111/03/ 04 'ISSUED FOR CONSTRUCTION / PERMIT.- BR JA IS NO. I DATE REVISIONS BY LC HK APP'D PROJECT NO. DRAWING NUMBER REV. IRVINE, CA 92614 (949) 809-4999 MAIN SANTA ANA, CA 92701 AT&T WIRELESS SERVICES, INC. SCALE: AS SHOWN - ] DESIGNED: is RAWN: E.A. (M) 553-3919 FAX www.velocftel.net a 12900 PARK PLAZA DRIVE CERRITOS, CA 90703 24897-511 A-LSANCA3040C- C07 4 STRUCTURAL STEEL FRAMED SCREEN WALL TYP. SEE SO2 .0 a� V 0 rn 4 6 0 �E o. 3 m .0 a+ id 3 CL cu 402 L c 0 10 0 tea[ •o 0 d a� .0 w E 44 Q> E H :E 0 t All 0 Z 4 s E L1 0) c cs: m -a c C 0 e 0 0 U a� m w '!3 i L r� 3 c d E v 0 -o H C a� N rn to d O A GENERAL CONDITIONS ' • ' i r• r i i -`i' • y r , i t y! y r r i• ! i` ••`i ' • i ' • r ' •' i • r r ' i ' r m- aim. . r ' • r• • r ' it i • • • •' i' r•t r , , r y r • • r i r • •• • r i ''ilkr no t ' • ' • ' r i i r r i s ' •� •• t'r r • • • i R ' , r r t • r r • • •• •` w 1110, lexelolr ' i] 1 F.11 a mMIL L • ' !r r 6. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE STRUCTURAL DRAWINGS. 7. NO PIPES, DUCTS, SLEEVES, CHASES, ETC. SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLES SPECIFICALLY SHOWN OR NOTED, NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC. UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. 8. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONISBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONTRUCTION OF THIS PROJECT INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CLIENT AND THE ARCHITECT/ENGINEER HARMLESS FROM AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGNECE OF THE CLIENT OR THE ARCHITECT/ENGINEER. 9. THESE NOTES SHALL BE CONSIDERED A PART OF OF THE WRITTEN SPECIFICATIONS. 10. DESIGN CRITERIA: SEE THE CALCULATIONS CODE: 1997 UNIFORM RULING CODE AS AMENDED TO DATE. GRAVITY LOADS: ROOF: 35 PSF. FLOOR: 0 PSF. DECK: 0 PSF. LATERAL LOADS: WIND EXPOSURE C, SPEED= 70MPH SIESMIC ZONE 4 WELDING r'• ! • •' i r i • r i i it r ,•r•t r ! ,�r •. y .. r r ! r . •. i r'• i 'ir r r 3, ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC STEEL MANUAL. Ve1",o*"&*ciTe1T" ARCHITECTURE AND ENGINEERING DIVISION 18071 FITCH AVENUE, SUITE 200 IRVINE, CA 92614 (949) 809-4999 MAIN (949) 553-3919 FAX www.velocitel.net 1 ALL STRUCTURAL STEEL WORK SHALL BE DESIGNED, FABRICATED AND ERECTED TO AISC SPECIFICATIONS AND STANDARD PRACTICES FOR BUILDINGS. 2. STRUCTURAL STEEL PLATES AND SHAPES CONFORM TO ASTM A 36. STRUCTURAL STEEL PIPE SHALL CONFORM TO ASTM A-53 GRADE "B." STRUCTURAL STEEL TUBE SHALL CONFORM TO ASTM A-501. 3. APPLY ONE COAT OF RUST INHIBITIVE PAINT AND TWO COATS IN EXPOSED AREAS. , r i t !•, i t , r! r i , � r • :i r •• ` ' • i ' i` r ' ` ' • ' wi ri •` • ra . i • r' • ' ! • ' ,fir ' r ' `a r rolnLD• ' • • • r ' r • - ' r ' 104 64111111 ':' ' i• i i' r•I r i- r • r • y r! r r• • 8. NON—STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5/8" DIA. GLAVANIZED ASTM A307 BOLTS U.N.O. GENERAL FIBERGLASS NOTES FRP PROPERTIES TENSILE STRESS, LW 30,000psi TENSILE STRESS, CW 7,000psi COMPRESSIVE STRESS, LW 30,000psi COMPRESSIVE STRESS, CW 16,000psi FLEXURAL STRESS, LW 30,000psi FLEXURAL STRESS, CW 10,000psi BEARING STRESS, LW 30,000psi • w r r • rr r ♦ a • a •• • 1 r • ' • i` • ' • '• ' i ' • i r• • • • ♦ a • • • • • i ♦ • a • ♦ a 1 a r ' i • r` l A a • • J• r j • 01611 r t 4. LIQUID NAILS MULTI —PURPOSE CONSTRUCTION ADHESIVE BY MACCO. BONDING SUFACES SHALL BE CAREFULLY PREPARED TO ENSURE A GOOD ADHESIVE BOND AS FOLLOWS: WIPE CONTACT SUFACES WITH A SOLVENT (STYRENE, TOLUENE OR METHYL (ALCOHOL)). REMOVE SURFACE GLOSS BY LIGHT SANDING, APPLY A AHESIVE, FASTEN OR CLAMP BONDING SURFACES UNTIL CURED. ' •! i • ' '' •' •' ' r r •r • , � , ! , �rr`t r i 6. THE DESIGN OF FRP PRODUCTS INCLUDING CONNECTIONS SHALL BE IN ACCORDANCE W/ GOVERNING BUILDING CODES & STANDARDS AS APPLICABLE. 7. MATERIALS USED IN THE MANUFACTURE OF THE FRP PRODUCTS SHALL BE NEW STOCK OF THE BEST QUALITY & SHALL BE FREE FROM ALL DEFECTS & IMPERFECTIONS THAT MIGHT AFFECT THE PERFORMANCE OF THE FINISHED PRODUCT. 8. STRUCTURAL SHAPES SHALL BE MADE FROM A PREMIUM GRADE POLYESTER OR VINYL ESTER RESIN W/ FIRE RETARDANT ADDITIVES TO MEET CLASS 1 FRAME RATING OF ASTM E-84 & MEET THE SELF —EXTINGUISHING REQUIREMENTS OF ASTM D-635. ALL STRUCTURAL SHAPES SHALL CONTAIN A U.V. INHIBITOR. • i r r • • ! ' ' • ♦ i i ' ' r � r r i wr• r !, rr !' t �'• i , • i , , i r r i t ! r i r • r r r a r y r r r+ ♦ M' r � ♦ r, � 1 r , , r � , r • r r i r r , r ai • ' • • i NEW CONTINUOUS SHT. MTL. CAP FLASHING, PAINTED TO MATCH SCREEN WALL METAL LATH & 7/8" — STUCCO FIN. COLOR & TEXTURE TO MATCH EXISTING BUILDING :i r, w i r • i irk r�l�� AT&T WIRELESS SERVICES, INC. 12900 PARK PLAZA DRIVE CERRITOS, CA 90703 0 0 1- 0 NEW SCREEN WALL (SEE SECTION AA) w FA'joai• • "' r r NEW (2) ROOF MOUNTED AWS ANTENNAS TYPICAL (2) PER SECTOR, (3) SECTORS TOTAL, BEHIND RF TRANSPARENT SCREEN WALL (1 INITIAL & 1 FUTURE) EXISTING PARAPET • • r C► ' ' i C► w i • (N) SLEEPER OR BLK'G @ POST BASE & KICKER BASE, TYP SEE DETAILS 13 i "" i' i ! • ' ! t rr it i yir , r, !yr •' • i • i•i ' • i 'i it , ! r r, t ••• . r r, f r ' ••r • • i•i war ! ' " •' ! i •• Ill I 1011 IN go] wIt] , WTIfAlr r, t r # r • f /4 05/04/05 'PLAN CHECK COMMENTS.' JR JA JS 3 04/20/05 'PLAN CHECK COMMENTS.' JR JA JS 2 02/09/05 'PLAN CHECK COMMENTS.' AM JA JS 1 12/17/04 'PLAN CHECK COMMENTS.' BR JA JS '0' 11 /03/04 'ISSUED FOR CONSTRUCTION / PERMIT.' BR JA JS NO. DATE REVISIONS BY CHK APP'D SCARE: AS SHOWN DESIGNED: JS DRAWN: E.A. cw} too. 54 r s, l.3 . NEW PLYWD TO MATCH (E) GRADE AND SIZE W/ 8D NAILS @ 4" OC ALL SIDES. (E) R.J. 2X BLK'G W/ 1OD NAILS @ 4 O.C. TRUE FORTH r r Bowl .......... PROJECT NO. 24897-511 DRAWING NUMBER REV. A—LSANCA304OC— SO G 1 as 16. 0 1:CO) 0 Q. at XO E 40ss 0 is CL E E 0 0 "a w 7 Aw 46 0 z vi 0 0 is- 0 0 u 3) 0 is Lw 40- as rn 0 0 ac 4 vi CD NOTE: KICKER PER PLAN & DIRECTION FIELD VERIFY 2 ST //5 SPECIAL INSPECTION REQUIRED CFOREPDXY 2 EPDXY N. BOLTS INSTALLATION. (2)-3/4"0 M.B. 12"SQ. BASE PL CTR OF SLEEPER TYP. KICKER CONN. Ai (1)-12X6X3/8 KNIFE PL @ POST A 4 (4) Y2"OX6-L LAG BOLTS 4 I 3 NOT USED .0 L4X4X1/4 FRP BRACES @ 4X4XY4" FRP TUBING PER PLAN 5 8 CORNER PAN ONLY. W/ ITEM 2 & '3 SEE SIM DETAL 'IS 7 6X14 DF—L P.T. SLEEPER LAID Sp (l)-3/4"O FIBER BOLT 3 IF KICKER USED 3l 6 FLAT SPAN OVER 2 JOISTS %"OX12"L LAG BOLTS (4 TOTAL (2)-7X4X% PL SEAT 3 �Ix PER BLKG BELOW) 2 TOP CORNER BRACE, 4'-0" W/ (2)—�Y4"O BOLTS x VERIFY (E) R.J. TO BE 2x10 MIN. SPAN (9. —_ A. FROM CORNER MAX. 10'-0" OR PROVIDE (N) 4x8 R.R. & �y 8X4Y2 XY2 BASE PL W�HY 2p 6X14 BLK'G LAID FLAT r2 A0 5 X 1 (2) —% 0 X 10 " H I LTI 150 TYP W/ A35 @ EA. CORNER Il PDXY BOLTS SHIM BASE IF E y BOLTS SHIM S TOTAL (4)A35 TYP. FRAM REQ p D 9 NONE BM/POST '-'�ICONN. SCREEN POST @ PARAPET WALL 1_� SECTION (E) CONCRETE PARAPET WALL NOT USED "1 11 NOT USED IF PLYWD IS CUT, REPAIR PLYWD PER (E) PARAPET WALL x OTHER DETAIL PRIOR TO INSTALL SLEEPER 6 FRPL4X4)1 E ON FRP L4X4X/4 BOT ANGLE ON L T ANGLE 0 PARAPET TOP Pt, W/ (2)—!Y8 2$ 0 ) — 8"'0 PARAPETT( L W/ 2 5 L4X4X1/4 FRP @ ^110 6 " E M BD @ FEPDXYBOLTS X 6" EMBD @ EPDXY OL 2 BOTTOM ANGLE '_1 "I SCREEN SCRE N 12" O.C. ENTIRE SCREEN Q.C. 2 2 8 2" 2 _.L. 1 WALL LENGTH USE 16 GA. C14 fill 11 H CO CTIO METAL TRACK @ CONNECTION �7 II II 3 4 SCREEN. 0 0 0 I I, 0 I 'T C14 I 1 0 0 0 1 le —fill I 0 0 If I I 0 .0 0 0 1! I C14 L 7" —2 NOTE: 0 CONVENTIONAL SCREEN ALL HZ GIRT & POST ARE �TYP. KICKER >I TUBING TS 4X4X1/4 KIKERS ARE �__ CONN. @ TS3X3X1/4 @ RFP COSTRUCTION BOTTOM USE TU4X4X1/4 ALL LOCATION 5 PER -- PLAN Iul Ul KICKER PERPENDICULAR & PARALLEL WZ JOIST r r. 2TYP. FRAME BM/POST CONN. POST BASE CONN. KICKER BASE CONN TYP, SCREEN FRAMING SCALE: NTS SCALE: NTS SCALE: NTS TYP. FRP TUBING HZ GIRT TUBING SEE PLAN FOR CONN. L6X6X% X41 L4X4X% BRACE MEMBER MATERIAL, SIZES AND ELEVATIONS T&B ANGLE SEAT DOWELS TO MATCH 2 1 TOP CHORD TO BE W/(2)—%"O APPLY WATER PROOFING L HORIZ. REINF. SIZE L CONTINUOUS 4; ;p q; FIBER BOLTS & 6X4X)/4 WASHER AFTER INSTALLATION & SPACING (TYP) 1 - CORE PLATE FRP SCREEN FLAT L IL _-FA At — to — — — 3 1 1 SHEET: W/ %"0 FIBER BOLTS @ 12 OC AT SUPPORTED EDGES. LIGHT WT "EIFS" FIN TO MATCH. FRP TUBING 1—#5 VERT, El 1—#5 VERT.---' 1 PER PLAN TOP TS4X4 II 4 I I OPTION: 1/4" FRP SHEETS 4X4#4 MIN. HORIZ. REINF. II 101 %" CD—X PLYWOOD SHT'G I I POST TOP BRACES CONN HORIZ. REINF PER DETAIL I W/ #12 SELF —TAPPING TEK PER DETAIL I SCREWS @ 6" SUPPORTED EGEDS SINGLE LAYER 12" FIELDS. TOP CHORD CONN. s 0 _T — — — — — e — — — — o 5 101 1 1 LIGHT WT. "EIFS" FIN. TO MATCH r II POST & HZ GIRT DOWELS TO MATCH 6 1 1 18 GA. GALV. METAL STUDS @ 24" FOR STEEL I PER PLANS HORIZ. REINF. SIZE L & SPACING (TYP) II O.C. W/ #12 SELF —TAPPING TEK SCREWS 0 CONN. (2)MIN. 0 TYP. FRP TUBING POST CONN. L6X6X:Y8X4"L & 6 EACH CONN. SIZE TO BE ADJUSTED (2)-12X12V2 FRP PL II I TO FLUSH W/ FRP OUTSIDE DIMENSION BM ANGLE sEAT BOL )—%"o FOR FRP POST: E 5,/8)$0 ELD4tDR 16 GA. GALV. METAL T&B TRACKS --L[i FjEjE__] FIBER BOLTS (3) FIBER 1IILL BOLT BOLTS 11 HOLES PER EXACT 2—#5 VERT—`�) 2—#5 VERT--/Z W/ N16 X1" SHOT PINS 0 16" OC KICKER ANGLE L=24 BAR DIAMETERS POST WHERE TO TS GIRTS. & (E) PARAPET FRP TUBING KICKER, FOR CONIC. (1'-6" MIN.) OCCURS LJ FRP L4X4Xy4 BOT ANGLE ON PARAPET PER PLAN 4X4#4 MIN. SEE DETAIL 3/-- FRP SCREE LT GA. STUDS SCREEN TOP PL W/ (2)—V8"O EPDXY BOLTS X 6" POST TO BE DOUBLE LAYER FRP PANEL ELEVATIONEMBD @ 12" O.C. ENTIRE SCREEN WALL CONTINUOUS 1 11 LENGTH INTERMEDIATE CONN. SCREEN SECTION SCREEN KICKER CONNECTION AT POST WALL & AND FOOTING INTERSECTIONc7 SCREEN SECTION SCALE: NTS 6 1 TYP. SCREEN SCALE: NTS FRAME CONN. SCALE: NTS Vel Q MAIN STREET McFADDEN AVE. /4\ 05/04/05 'PLAN CHECK COMMENTS.- JR JA JS VG 3 04/20/05 'PLAN CHECK COMMENTS.' JR JA JS 2 02/09/05 'PLAN CHECK COMMENTS.' AM JA JS & AT&T SCREEN DETAILS SITE NO. LSANCA3040C k,2 CID No CC,1054 FTI 1 12/17/04 'PLAN CHECK COMMENTS.' BR JA JS ARCHITECTURE AND ENGINEERING DIVISION 18071 FITCH AVENUE, SUITE 200 830 S. MAIN STREET or ­06 too 11/03/04 'ISSUED FOR CONSTRUCTION / PERMIT.' BR JA JS IRVINE, CA 92614 (949) 809-4999 MAIN SANTA ANA, CA 92701 AT&T WIRELESS SERVICES, INC. OFC NO.I D REVISIONS BY I CHK APP'D PROJECT NO. DRAWING NUMBER REV. 24897-511 A—LSANCA3040C—S02 (M) 553-3919 FAX a www.velocitel.net I 12900 PARK PLAZA DRIVE CERRITOS, CA 90703 IS CALE: AS SHOWN IDESIGNED: JS DRAWN: E.A. a� s a� m L 0 s� Q 0 c 0 L m o. c 3 0 3 a E 4° c 0 c �o 0 L 0 0 o L .c E c m 0 V 0 0 a 0 z 3 4 0 E a L 0 c L m �a c c 0 L 0 o' 0 0 .) a m m L 4° Z 0 cs to 3 m E 0 r� 0 H 4 Its G .r t v 0 H U) i 3 Q 0 c Ei (1) 1 " PVC C W/(1)-CAT5 4-PAIR SHIELDED STP #24 AWG CABLE FOR (N) TELCO SERVICE (APPROX. 25') NEW 4' WIDE CORRUGATED-----� ACCESS GATE FENCE GATE GROUNDING EXISTING CMU WALL TO BE EXTENDED 3—#4/0 & 1—#2 (G), THWN, 2 1/2" IMC NEW TELCO CABINET ATTACHED TO (E) CMU WALL H/ ,� .--' 1 MECHANICAL 1 1 NOKIA NOKIA NOKIA a a CONNECTION, ULTRASITE ULTRASITE CABINET CABINET ULTRASITE SC CABINET CA INET TYP. .. . . 3-40&1-2 G, a o THWN, 2 1 /2" PVC/IMC C FOR POWER _ _._. (APPROX.140'), & 1-2" PVC/IMC C W/PULL ROPE & TRUE TAPE NOKIA INTERNAL (APPROX. 180') GROUND BUS (TYP.) EXOTHERMIC WELD CONNECTION, (TYP.) #2 AWG, GREEN INSULATED, NEW ANTENNA COAX-7(N) COPPER GROUND WIRE ROUTED CABLES ATTACHED ALONG CABLE TRAY TO SECTOR TO (E) WALL -+ GROUND BARS EQUIPMENT ,AREA GROUNDING PLAN SCALE; 3/8' = 1'-0' 0, •• RON! ;. • ompol;. \ e-�- I I I- GB#4 NEW AWS \\� CABLE ENTRY HOOD mNiANTUMAA (N) ANTENNA GROUND --Q BAR ALONG CABLE TRAY AT SECTORS (TYP.) oa- j • • Veum*� c i Te ARCHITECTURE AND ENGINEERING DIVISION 18071 FITCH AVENUE, SUITE 200 IRVINE, CA 92614 (949) 809-4999 MAIN (949) 553-3919 FAX www.velocitel.net NEW 8'-0" HIGH CMU WALL W/ TEXTURE,SMOOTH STUCCO PAINTEDBUILDING, AROUND AWS LEASE ♦ • SIDES) GROUND -•r VP.s NEW EQUIPMENT GROUND RING, #2 AWG, TIN, SOLID, BTCW BURIED AT 18" BELOW GRADE 3-#4/0 & 1-#2 (G), THWN, 2" PVC C (APPROX. 15') ,,--- FACE OF (E) BUILDING 200A METER BASE W/DISCONNECT �INTERNAL f7'ROUND BUS Rt - ma a al ` (N) #2 AWG, GREEN INSULATED, COPPER GROUND WIRE ROUTED ALONG CABLE TRAY TO AWS EQUIPMENT AREA GROUND RING (SEE EQUIPMENT GROUNDING PLAN) (TYP.) @E1 GB#2 #6 AWG (TYP.) NEW (2) ROOF MOUNTED AWS ANTENNAS TYPICAL (2) PER SECTOR, (3) SECTORS TOTAL, BEHIND OF PARAPET WALL SCALE: 3/8' = V-0' MAIN •McFADDEN AVE. SITE !40 i • S. MAINSTREET SANTA ♦ 92701 SECTO L A „ » in -� AT&T AT&T WIRELESS SERVICES, INC. ♦ , PARK . DRIVE CERRITOS, CA 90703 x. 10 IL411 I q lamm NEW 6'-0" HIGH TRASH PROPERTY LINE 120'-0" ENCLOSURE W f SMOOTH STUCCO TEXTURE, PAINTED FF — — -- TO MATCH (E) BUILDING EXISTING POWER POLE EXISTING CMU WALL I EXISTING PORTABLE STORAGE CONTAINERS TO BE REMOVE BY OWNER. I NEW AWS 101-0"X25'-0" LEASE AREA, SEE EQUIPMENT PLAN SHT 2 f Z03 EXISTING PARKING POWER SERVICE DROP {APPROX. 45') WEATHERHEADS, 2 1 /2" W/3-HOLE FOR POWER NEW AWS CABLE Q ENTRY HOOD 0 0 NEW (2) ROOF MOUNTED AWS EXISTING ANTENNAS TYPICAL (2) PER w BUILDING SECTOR, (3) SECTORS TOTAL, OHP------ H BEHIND OF PARAPET WALL 0 P i � 0 w CL EXISTING POWER POLE 0 1-2" IMC W/PULL 'ROPE & TRUE 0 uj uj TAPE (APPROX. 80 ) 6 8 0 0 E03 X U' 200A METER BASE W/DISCONNECT SWITCH ® EXISTING UPPER ROOF OVERHEAD POWER LINE (APPROX. 60') I 0 w w "- NEW 2 ROOF MOUNTED I o AWS ANTENNAS TYPICAL (2) o PER SECTOR, (3) SECTORS TOTAL, BEHIND OF PARAPET WALL WEATHERHEADS, 2" n. W/1-HOLE FOR TELCO 0 EXISTING POWER POLE ' #53984E (POWER/TELCO POINT OF CONNECTION) EXISTING TELCO PEDESTAL 1:4 1 001 INS SCALE: 1/8' = V-0' OVERHEAD TELCO LINI (APPROX. 30 4 05/04/05 'PLAN CHECK COMMENTS.' JR I JA JS 3 04/20/05 'PLAN CHECK COMMENTS.' JR JA JS 0ESSfp,�� 2 02/09/05 'PLAN CHECK COMMENTS.' AM JA JS >�w� OP 1 19/17/04 'PLAN CHECK COMMENTS.' BR JA JS 10' 11/03/04 'ISSUED FOR CONSTRUCTION / PERMIT.' BR JA JS � Exp, 12131/0�j � N0. DATE REVISIONS BY CHK APP'D� of SCALE: AS SHOWN DESIGNED: JS DRAWN: E.A. PROJECT NO. 24897-511 PROPERTY LINE 120'-0" �3 EXISTING TREE TRUE NORTH DRAWING NUMBER A-LSANCA304OC- E01 ,rr.i ,ll 3-#4/0 & 1-#2 (G), THWN, 2 1 /2" IMC •0A (METER, 5 JAW METER , PROVIDED r INSTALLED BY i rNEAR SWITCHBOARD (N) ENCLOSED CIRCUIT BREAKER, 2P-240V-200AT (42,000 AIC), NEMA 3R ENCL 3-#4/0 & 1-#2 (G), THWN, 2" PVC C (APPROX. 15') OVERHEA POWER & TELCO LINES (APPROX. 6031) 1141102• !i WEATHERHEAD, 2 1 /2" W/3--HOLE (1) 1 " PVC C W/(1) -CAT5 4-PAIR SHIELDED STP #24 AWG CABLE FOR (N) TELCO SERVICE (APPROX. 25') #2 GND, GREEN INSULATED, 1 /2" C SCALE: NTS EXISTING UTILITY POLE (NEW POWER & TELCO POINT OF CONNECTION) OVER A `rrri WEATHERHEAD, 2" W/1-HOLE CONDUIT WITH AULL •irii 1 TRUE TAPE. b Sri r NOTE 3. ,[APPROX. iir -TELCO ii iir BACKBOARD PROVIDED r INSTALLED BY GC. SIZE AS REQUIRED •r BY LOCAL UTILITY COMPANY r(MOUNTED AT LEASE .- r GC TO COIL SUFFICENT LENGTH OF TELCO CABLE FOR FINAL TERMINATION BY SSC INSTALLER TELCO :i iir BACKBOARD PROVIDEDAND . REQUIREDBY LOCAL COMPANY LOCATION OF 200A DISTRIBUTION PANEL W/MANUAL TRANSFER SWITCH SEE PANEL "A" SCHEDULE IN THIS SHEET (PROVIDED W/SSC CABINET) 1 i i i Masamufflam"ll- Me, CONDUIT, FITTINGS, FLEX CONNECTOR AND CABLE BY GC. CONNECTION AT CABINET BY SSC INSTALLER i ATLANTIC TELCO SURGE -.- •i !f PROVIDED r INSTALLED BY r i SS = fi fi i fi DC CABLES (SEE NOTE 4) SSC CABINET PANEL A SCHEDULE 1 20/24OV, 1 —PH, 3W DUAL 200A MAIN BKRS 42 KAIC, SERIES RATED 200A BUS, 10 KAIC BRANCH CIRCUITS UL LISTED SERVICE ENTRNACE CABINET DESCRIPTION LOAD (WATTS) DESCRIPTION COOLING FANS RECTIFER 5(OPT) RECTIFER 6(OPT) SSC A/C (OPT) FAN & T—STAT ms RECTIFER 7(OPT) PHASE TOTALS (WATTS) PHASE BALANCE NOTE: ALL NON —OPTIONAL BREAKERS PROVIDED BY SSC MANUFACTURER TOTAL CONNECTED LOAD (WATTS) TOTAL LOADS (WATTS) (2) TELCO CABLE (SEE NOTE 5) BRIDGE KIT CONNECTION (SEE NOTE 2) #2 GND, GREEN -•.�-- INSULATED, 1 /2" — IMC F2AN#AwA&l4q2 1"] 4-4 SCALE: NTS NOTES: 1) SSC INSTALLER SHALL MAKE ALL FINAL TERMINATIONS AT SSC CABINET 2) NOKIA INSTALLER SHALL MAKE ALL FINAL TERMINATIONS AT NOKIA BTS CABINET 3) SSC INSTALLER SHALL PROVIDE AND INSTALL BRIDGE KIT FROM SSC CABINET TO NOKIA BTS CABINET 4) SSC INSTALLER SHALL PROVIDE AND INSTALL DC POWER CABLES READY FOR FINAL TERMINATION BY NOKIA. DC DISTRIBUTION CABLES SHALL BE (2)-3/0 AWG. A) ASSOCIATED CIRCUIT BREAKER FOR DC DISTRICUTION CABLES SHALL BE LEFT OPEN AND PROVIDED W/A REMOVABLE LOCKING DEVICE OR TAG SO THAT THE BREAKER CAN NOT BE CLOSED. B) DC CABLES SHALL BE RHH/RHW AND CABLE TRAY (CT) RATED C) NOKIA INSTALLER TO PROVIICDE DC DISTRIBUTION CABLES LUGS ON NOKIA END 5) SSC INSTALLER SHALL PROVIDE AND INSTALL TELCO CABLE CDS DATACOM PART #CO0411484 COILED AND READY FOR FINAL TERMINATION BY NOKIA 6) SSC INSTALLER SHALL PROVIDE AND INSTALL CDS DATACOM ALARM CABLE PART #CO2510313 COILED AND READY FOR FINAL TERMINATION BY NOKIA 7) ALL CONDUCTORS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE W/NEC AND LOCAL CODES 8) SUFFICIENT SLACK SHALL BE PROVIDED TO PERMIT NOKIA INSTALER TO TERMINATE ALL CABLES 9) ALL CABLE ENDS AT THE NOKIA BTS SHALL BE IDENTIFIED AND TAPED 4 05/04/05 'PLAN CHECK COMMENTS.' JR JA JS Vel MAIN STREET & McFADDEN AVE. 3 02/09/05 'PLAN CHECK COMMENTS.' JR JA JS P OPc�`�� ELEC/TELCO ONE LINE DIAGRAM, AT&T 2 02 f 09/05 PLAN CHECK COMMENTS. AM JA JS SITE NO. LSANCA3040C 1 12j17f04 PLAN CHECK COMMENTS., BR JA JS 168,36 m PANEL A SCHEDULE & NOTES ARCHITECTURE AND ENGINEERING DIVISION �'�� Exp, l2rild�y� 11 If 18071 FITCH AVENUE, SUITE 200 830 S. MAIN STREET '0' 11/03/04 'ISSUED FOR CONSTRUCTION / PERMIT.' BR JA JS IRV� {949)1809 4999 NE, CA BMAtN SANTA ANA, CA 92701 AT&T WIRELESS SERVICES, INC, No. DATE REVISIONS BY CHK APP'D� "l p`� PROJECT Nn. DRAWING NUMBER 14 REv. (9Q) 553-3919 FAX 12900 PARK PLAZA DRIVE www.velocitel.net CERRITOS, CA 90703 CALE: AS SHOWN DESIGNED: JS JDRAWN: E.A. 24897-511 A-LSANCA3040C- E02 4 s a� m 0 3 a 0 c 0 4 Q c a� �3 x m E c m �c d 0 0 0 a a� .a �a E c m E 0 0 �o 0 a 0 z 3 3 c E 0 m c c 0 a 0 402 s v m L �o m v 3 c 0 c� 0 ti s c m cs d N H 0 et G9 GRADE STRANDED CU WIRE WITH GREEN, r 60OV, THHN/THWN INSULATION. (TYPICALLY) SIZE AS SPECIFIED w 0 2- TO 24' z #6 AWG, JUMPER OF ANTENNA " 120MAX w CADWELD CABLE GROUNDING KIT INSIDE THE r cn CABLE TRAY (TYP.) AND ANTENNA ANTENNA CABLE SUPPORT OR AIR TERMINAL 2 1f2" DIA, MAX, GROUND BAR ON (IF APPLICABLE) WALL, FLOOR OR ON ANTENNA TOWER LUG (TYP.) WEATHERPROOFING KIT RING GROUND LUG (SEE NOTE 3) #2 AWG BCW SOLID, CABLE GROUND KIT TINNED #6 AWG STRANDED COPPER GROUND j� #2 AWG WIRE (GROUNDED TO GROUND BAR) {� STRANDED, (SEE NOTE 1 & 2) GROUND ROD INSULATED ANTENNA CABLE CONNECTOR COPPER CLAD STEEL SIDE VIEW OF L 5/8"Ox10'--Q" GROUNDING BAR, SIMILAR TO DETAIL CABLE TRAY OR COAX TWO —HOLE LUG, BOLTED TO GROUND BAR USING 3/8"-16 x 1 1/4"STAINLESS LONG 509 WITHOUT INSULATORS, MOUNTED BRIDGE KIT NOTES: STEEL HEX HEAD BOLTS AND HARDWARE. OUTSIDE OF GABLE TRAY #2 AWG STRANDED, 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS INSULATED TO MGB DIRECT GROUND WIRE DOWN TO GROUND BAR. *TWO —HOLE LUG, TO BE USED WITH #2 AWG SOLID TINNED BARE CU 2. GROUNDING KIT SHALL BE TYPE AND PART NUMBER AS * GROUND BARS AT BOTTOM WIRE OR STRANDED CU WIRE WITH NOTE: SUPPLIED OR RECOMMENDED BY CABLE MANUFACTURER. OF TOWERS OR MONOPOLES GREEN, 60OV, THHN/THWN 1. GROUND ROD SHALL BE MIN. 18„ BELOW GRADE OR 6„ 3. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT, COLD SHRINK SHALL USE EXOTHERMIC CONNECTION. INSULATION TO ANTENNA STRUCTURE, BUILDING, RING BELOW FROST LINE. (WHICH EVER IS GREATER) SHALL NOT BE USED. GROUND OR MGB GROUNDING -STANDARD DETAIL 1_� GROUND BAR MOUNTED ON_(: CONNECTION OF CABLE GROUND INSTALLATION OF GROUND WIRE GROUND ROD �17) CABLE TRAY KIT TO ANTENNA CABLE 13TO GROUND BAR SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE NOTES: 1. DO NOT INSTALL CABLE GROUND KIT AT A BEND AND ALWAYS 2 UNISTRUT P1000 @ DIRECT GROUND WIRE DOWN TO ANTENNA GROUND BAR. 4 8'-0" O.C. MAX. (6" MIN. FOR 1" CONDUIT) 2. WEATHER PROOFING SHALL BE TWO—PART TAPE KIT, COLD CPC � 3�4 --0 (12" MIN. FOR 2" CONDUIT) SHRINK SHALL NOT BE USED. 2' T o 0 © NEW UNISTRUT P1217 CONDUIT CLAMP. TO ANTENNAS 0 ° 0 © 0 ° 0 Jo Of 0 0 ° 0 � ''� a 0 0 1 SEE DETAIL 1 -' TELCO CONDUIT GROUND WIRE/CONDUIT .A(TYP) ROOFING 0 ° 1,3 r NEW CONDUITS, 3 KIT PER PLAN z HOLD DOWN CLAMP POWER CONDUIT FASTENED TO 4" X 4" o COAX JUMPER GROUND KIT �� ANCHORS: SEE NOTES WITH 1 /4„ X 1 4 LONG LAG SCREWS. (TYP') (TYP) COPPER GROUND BAR, Kx 4% 20", NEWTON INSTRUMENT CO. o CAT. NO. B-6142 OR EQUAL. HOLE CENTERS TO MATCH NEMA NOTE: AT CONC. WALL DOUBLE LUG CONFIGURATION. (ACTUAL GROUND BAR SIZE WILL CONTRACTOR TO X—RAY PRIOR TO CONNECTOR VARY BASED ON NUMBER OF GROUND CONNECTIONS) DRILLING OR CORING TO LOCATE WEATHERPROOFING #6 AWG (E) RE —BAR. DO NOT CUT REBAR. 4 KIT (TYP.) � INSULATORS, NEWTON INSTRUMENT CAT. NO. 3061-4 OR EQUAL SEE NOTE 2 ANTENNA GROUND ANCHOR NOTES: BAR, MOUNTED l�J 5/8" LOCK WASHERS, NEWTON INSTRUMENT CO. WOOD STUDS : 1 /4" 0 x 2 1 /2" LAG BOLTS ANTENNA CABLE TO NEAR/BELOW ANTENNA CAT. NO. 3015-8 OR EQUAL @ CENTER OF MEMBER 4 X 4 X 12 {FOR CONDUIT) BTS EQUIPMENT (TYP) WALL MOUNTING BRACKET, NEWTON INSTRUMENT CO. METAL STUDS : #12 x 2 1 /2" TEX SCREWS INSTALL PRESSURE TREATED. „ FROM ANTENNA FRAME SUPPORT CAT N0, A-6056 OR EQUAL EVERY 6-0" WHEN MOUNTED ON 5/8-1 1 X 1" HHCS BOLTS, NEWTON INSTRUMENT CO. CONC. WALL 3 j8"� w% 2 1 /2" MIN. ROOF. SET LUMBER IN ROOFING TAR TO PREVENT MOVEMENT. _ # 2 AWG STRANDED, �:1 CAT N0. 3012-1 OR EQUAL EMBED. HILTi KWlK BOLT ll. ALTERNATE: PVC SLEEPER FROM ANTENNA MAST AIR TERMINALS 2 AWG INSULATED BONDED TO # INSULATORS SHALL BE ELIMINATED WHEN BONDING DIRECTLY TO CMU WALL 3/8" 0 w/ 1 3/4" MIN. EMBED. MICROFLECT P/N B1585 OR EQUAL GROUND WIRE ALONG (WHEN REQUIRED) STRANDED, INSULATED CABLE TRAY TO MGB TOWER/MONOPOLE STRUCTURE. CONNECTION TO TOWER/MONOPOLE HILTI SLEEVE ANCHOR. STRUCTURE SHALL BE PER MANUFACTURERS RECOMMENDATIONS. CONDUIT SUPPORT DETAIL ROOF MOUNTED CONDUIT CONNECTION OF GROUND WIRE TO GROUND BAR DETAIL � � � SCALE: NONE SCALE: NONE GROUND AR, ROOFTOP SCALE: NONE SCALE: NONE } f§ o**ciTe1"*' TREET M FADDEN AVE. MAIN C 4 05/04/05 'PLAN CHECK COMMENTS.' JR JA JSFES1 �� 0pVel 3 04/20/05 }PLAN CHECK COMMENTS.' JR JA JS `S' AT&T 2 02/09/05 PLAN CHECK COMMENTS. AM JA JS MISCELLANEOUS DETAILS 1 12/17/04 'PLAN CHECK COMMENTS.' BR JA JS SITE NO. LSANCA3040C E 1?J3u z ARCHITECTURE AND ENGINEERING DIVISION 18071 FITCH AVENUE, SUITE 2oa $30 S. MAIN STREET'' t�7 * t ,',�j, �G"TiL1� '0' 11 /03/04 'ISSUED FOR CONSTRUCTION / PERMIT.' BR JA JS NO- DATE REVISIONS BY CHK APP'D PROJECT N0. DRAWING NUMBER REV. IRVINE, CA 92B14 (949) 809-4W9 MAIN SANTA ANA, CA 92701 AT&T WIRELESS SERVICES, INC. � �POF CA���;�4 (949) 553-3919 FAX wwvv.vetocttei.net 12900 PARK CERRITOS, PLAZA DRIVE CA 90703 24897-51 1 A-LSANCA3040C- E03 4 SCALE: AS SHOWN DESIGNED: JS DRAWN: E.A. s 0 a>; m 0 3 16. as �3 a d c 0 L 0 0 s� E _ m 0 0 a 0 z v� a s 3 c 0 0 2. ID m c 0 0 a 0 s m I- 402 .o 0 u 3 _ a� 0 0 M d V _ m m to 0 'S d' G C3 SECTOR (TYP.) ANT. #1 ANT. #2 DIN TYPE FEMALE -_CTOR (ANTENNA) 3RTS CAPPED PER NA ) OHM LOAD ATORS 6-50-0-02) ON ALL a ANTENNA PORTS. SITE N0. 950-013-074C RF SYSTEM SCHEDULE RF DATA SHEET REV. 1.0 DATED 02/24/04 ANTENNA POSITION AZIMUTH ANTENNA MODEL NO. ANTENNA CENTER LINE COAX SIZE EST. LENGTH COLOR CODE COAX FUNCTION ADJUST. ELEC. DOWN TILT MECH DOWN TILT ANTENNA SERIAL NUMBER 1 —A 100" ALGON 7920.00 32'-0" FT (2)-1 1/4" (2) 165—FT RED 1900 GSM RX1 Txi -2-DEG 0-DEG RED —RED 1900 GSM RX2 2—A 100' ALGON 7920.00 32'-0" FT (2)-1 1/4" (2) 165—FT RED —RED —RED 850 GSM RX1 rx1 _6-DEG 0-DEG RED —RED —RED —RED 850 GSM RX2 1 —B 220" ALGON 7920.00 32'--0" FT (2)-7/8" (2) 85—FT BLUE 1900 GSM RX1 TX1 —2—DEG 0—DEG BLUE —BLUE 1900 GSM RX2 2-13 220° ALGON 7920.00 32'-0" FT (2)-7/8" (2) 85—FT BLUE —BLUE —BLUE 850 GSM RX1 TX1 —6—DEG 0—DEG BLUE —BLUE —BLUE —BLUE 850 GSM RX2 1—C 340• ALGON 7920.00 32'-0" FT (2)-7/8" (2) 55—FT GREEN 1900 GSM RX1 TX1 —2—DEG 0—DEG GREEN —GREEN 1900 GSM RX2 2—C 340° ALGON 7920.00 32'--0" FT (2)--7/8" (2) 55--FT GREEN —GREEN —GREEN 850 GSM RX1 TX1 -6-DEG 0-DEG GREEN —GREEN —GREEN —GREEN 850 GSM RX2 GPS/BCCH I N/A I KATHREIN I N/A I (2) 1 /2" I 15-0" 1 WHITE I GPS I N/A I N/A OG-860/1920/GPS—A I WHITE —WHITE I BCCH ITEM NO. BILL OF MATERIALS PART DESCRIPTION I SUPPLIER INSTALLER 1 1900/850 GSM ANTENNA BECHTEL GC 2 1 /2" TOP JUMPER W/MALE—MALE DIN CON. BECHTEL GC 3 FEMALE DIN CONNECTOR BECHTEL GC NOTES: 1. ENGINEER SHALL DETERMINE DEPTH "D" BASED UPON NATIONAL ELECTRICAL CODE, UTILITY REQUIREMENTS OR 4 MAIN COAX LINE BECHTEL GC STATE AND LOCAL CODES. 2. LEAN CONCRETE w/ RED TINTED TOP MAY BE USED IN PLACE OF COMPACTED SAND. 5 GPS/BCCH ANTENNA BECHTEL GC FINISHED GRADE OR 6 MALE N—TYPE CONNECTOR BECHTEL GC GROUND COVER, MATCH SLOPE AND THICKNESS TRENCH 7 1 /2" COAX FOR GPS BECHTEL GC OF EXISTING � UNDISTURBED 8 MALE N—TYPE CONNECTOR BECHTEL GC SOIL CAUTIONARY TAPE BAR (NEAR 9 1 /2" BOTTOM JUMPERS W/MALE—MALE DIN CON. BECHTEL GC w —I�I�► i=i II COMPACTED BACKFILL UT) 2 p 1�� I f 1 I : : I I� T 1= W/ SATISFACTORY Eo3 10 SURGE ARRESTOR BECHTEL GC 24 z -IL III I�I� • �II�II NATIVE OR IMPORTED w111 III�II- W IIlI II�1 SOIL 11 LMR-240 CABLE BECHTEL GC il4 COMPACTED SAND (SEE NOTE 2) i I V .11-li . I I-ii-illy I COMPACTED SAND BED - I-! E I I l i I I I I -III - I I 1 I I I, 11 I� - 3� (SEE NOTE 2 ) =1 1� 11 i 11 1 111 11 11-1 NOTES: __I KEY FEMALE CONNECTOR MALE CONNECTOR 1. CONTACT RF ENGINEERING FOR LATEST RF SYSTEM SCHEDULE PRIOR TO ORDERING MATERIALS 2. ALL FIELD CHANGES TO THIS SCHEDULE SHALL BE APPROVED BY RF ENGINEERING 3. ALL CABLE LENGTHS ARE ESTIMATES AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR 4. CONTRACTOR SHALL PROVIDE ANTENNA SERIAL NUMBERS WITH THE AS —BUILT DRAWINGS 5. PRIOR TO INSTALLATION CONFIRM LOCAL COLOR CODING REQUIREMENTS W/ATTWS 6. ANTENNA POSITIONS ARE SHOWN FROM LEFT TO RIGHT WHEN FACING THE ANTENNA ARRAY , I - 3" MI CONDUITS FOR J {TYP} TELEPHONE, ELECTRICAL, & ANTENNA SHARING 6" (MIN) In WHERE APPLICABLE * (TYP) *CONDUIT SIZE, TYPE, QUANTITY AND SEPARATION DIMENSION TO BE VERIFIED WITH LOCAL UTILITY COMPANY REQUIREMENTS AL lddmb ANTENNA SCHEMATIC '...' DIRECT BURIED CONDUIT SCALE: NONE 1 SCALE: NONE 2 4 05/04/05 'PLAN CHECK COMMENTS.' JR JA JS ANTENNA SCHEMATIC /C*wjft 'fAA � ,^ FES$/Q A Vec i MAIN STREET & McFADDEN AVE. 04/20/05 'PLAN CHECK COMMENTS.' JR JA JS ���y � OAlfy�` 2 02/09/05 PLAN CHECK COMMENTS. AM JA JS 0�'P�y �r'+ AT&T � m SITE NO. LSANCA3040C 1 12/17/04 PLAN CHECK COMMENTS. BR JA JS � No-1�3� RF SYSTEM SCHEDULE ARCHITECTURE AND ENGINEERING DIVISION __- , , • , Exp. 12t31J�j� �7 18071 FITCH AVENUE, SUITE 200 830 S. MAIN STREET S 0 11 /03/04 ISSUED FOR CONSTRUCTION / PERMIT. BR JA JS F IRVINE, CA 92614 CT PROJECT NO, DRAWING NUMSER (949) 809-4999 MAIN SAN L ANA, CA 92701 AT&T WIRELESS SERVICES, INC. r� DATE REVISIONS BY CHK APP D NO. � � (949) 553-3919 FAX 12900 PARK PLAZA DRIVE OF C: • f .' www.velocitel.net CERRITOS, CA 90703 CALE: AS SHOWN DESIGNED: JS ][DRAWN: E.A. - ~" 24$97-51 1 A—LSANCA3040C— 4 1. WIRING, RACEWAY, AND SUPPORT METHODS AND MATERIALS SHALT_ COMPLY WITH THE REQUIREMENTS OF THE NEC AND TELCORDIA. 2. SUBCONTRACTOR y MODIFY EXISTING CABLEra AS REQUIRED ! rri! ! AND TRANSPORT CABLINGi THE NEW i EQUIPMENT. 3. ALL CIRCUITS SHALL BE SEGREGATED AND MAINTAIN MAXIMUM CABLE SEPARATION AS REQUIRED BY THE NEC AND TELCORDIA. 5. EACH END OF EVERY POWER, GROUNDING, AND T1 CONDUCTOR AND CABLE SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, 1 %2 INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). THE IDENTIFICATION METHOD SHALL CONFORM WITH NEC & OSHA, AND MATCH EXISTING INSTALLATION REQUIREMENTS. 6. POWER PHASE CONDUCTORS (I.E., HOTS) SHALL BE LABELED WITH COLOR -CODED INSULATION OR ELECTRICAL TAPE (3M BRAND, % INCH PLASTIC ELECTRICAL TAPE WITH UV PROTECTION, OR EQUAL). PHASE CONDUCTOR COLOR CODES SHALL CONFORM WITH THE NEC c& OSHA AND MATCH EXISTING INSTALLATION REQUIREMENTS. 7. ALL ELECTRICAL COMPONENTS SHALL BE CLEARLY LABELED WITH ENGRAVED LAMACOID PLASTIC LABELS.ALLEQUIPMENT. LABELED WITH THEIR VOLTAGE RATING,PHASE CONFIGURATION, i CONFIGURATION, POWER ORAMPACITY ry AND BRANCH CIRCUIT r NUMBERS PANELBOARD AND CIRCUIT i 8. PANELBOARDS (ID NUMBERS) AND INTERNAL CIRCUIT BREAKERS (CIRCUIT ID NUMBERS) SHALL BE CLEA yw i 'y i ' i i {' ' ►i 9. ALL TIE WRAPS SHALL BE CUT FLUSH WITH APPROVED CUTTING TOOL, TO REMOVE SHARP EDGES. 10. POWER, CONTROL, AND EQUIPMENT GROUND WIRING IN TUBING OR CONDUIT SHALL BE SINGLE CONDUCTOR (#14 AWG AND LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER CABLE RATED FOR 90 °C (WET AND DRY) OPERATION; LISTED OR' LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED. 11. SUPPLEMENTAL EQUIPMENT GROUND WIRING LOCATED INDOORS SHALL BE SINGLE CONDUCTOR (#6 AWG AND LARGER), 600 V, OIL RESISTANT THHN OR THWN-2 GREEN INSULATION, CLASS B STRANDED COPPER CABLE RATED FOR 90 'C (WET AND DRY) OPERATION; LISTED OR LABELED FOR THE LOCATION AND RACEWAY SYSTEM USED. 12. SUPPLEMENTAL EQ- `! i WIRING LOCATED OUTDOORS, OR BELOW GRADE, CONDUCTOR ! i TINNED COPPER 13. POWER AND CONTROLNOT OR CONDUIT,TYPE TIC CABLECABLE (#14 AWG AND LARGER), 600 V, OIL RESISTANT THHN OR THWN-2, CLASS B STRANDED COPPER LOCATION USr 14. ALL POWER AND GROUNDING CONNECTIONS SHALL BE CRIMP -STYLE, COMPRESSION WIRE LUGS AND WIRENUTS BY THOMAS AND BETTS (OR EQUAL). LUGS AND WIRENUTS SHALL BE RATE FOR OPERATION AT NO LESS THAN 75 -C (90 °C IF AVAILABLE). 15. RACEWAY AND CABLE TRAY SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 16. NEW RACEWAY OR CABLE TRAY WILL MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 17. ELECTRICAL METALLIC TUBING (EMT) OR RIGID NONMETALLIC CONDUIT (I.E., RIGID PVC SCHEDULE 40, OR RIGID PVC SCHEDULE 80 FOR LOCATIONS SUBJECT TO PHYSICAL DAMAGE) SHALL BE USED FOR EXPOSED INDOOR LOCATIONS. NONMETALLIC18. ELECTRICAL METALLIC TUBING (EMT), ELECTRICAL it RIGID NONMETALLIC CONDUIT (RIGi PVC, SCHEDULE40BE i FOR CONCEALED INDOOR LOCATIONS. 19. GALVANIZED STEEL INTERMEDIATE METALLIC CONDUIT (IMC) SHALL BE USED FOR OUTDOOR LOCATIONS ABOVE GRADE. ELS.???LE CODES AND STo??? ! RIGID NONMETALLIC CONDUITRIGID PVC SCHEDULEi OR RIGID PVC SCHEDULE•!) SHALL BE USED UNDERGROUND; DIRECT' i IN AREASOF OCCASIONAL LIGHT VEHICLE TRAFFIC OR ENCASED IN REINFORCED itr CONCRETE ! AREAS r y OF HEAVY TRAFFIC. 21. LIQUID -TIGHT FLEXIBLE METALLICCONDUIT !1 i USED INDOORS AND OUTDOORS, i OCCURS OR FLEXIBILITY IS NEEDED. • • Vel o*ciTel.. ARCHITECTURE AND ENGINEERING DIVISION 18071 FITCH AVENUE, SUITE 200 IRVINE, CA 92614 (949) 809-4999 MAIN (949) 553-3919 FAX www.velocitel.net TRANSIENT VOLTAGE SURGE SUPPRESSION (TVSS) 1. TVSS DEVICES FOR AC POWER SHALL BE INSTALLED IN ALL EXISTING FACILITIES THAT ARE MISSING TVSS DEVICES OR HAVE UNSUITABLE TVSS DEVICES. 2. SURGE SUPPRESSION AND PROTECTION DEVICES SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC) ART 250, 280, AND CHAPTER 8, AS APPLICABLE. 3. EACH EXISTING AC POWER SERVICE DISCONNECT SHALL HAVE AN INTEGRATED COMMON MODE TVSS MODULE. THE TVSS MODULE SHALL BE EITHER CUTLER -HAMMER, CLIPPER POWER SYSTEM, MODEL CPS-SX, 120 KA (WITH THE BASIC DIAGNOSTIC PACKAGE AND FORM-C ALARM CONTACTS) OR (FOR AWS SITES WITHOUT THE INTEGRATED CUTLER -HAMMER PANELBOARD) INNOVATIVE TECHNOLOGIES MODEL PTX-160-1 S101 FOR SINGLE PHASE OR PTX160-3Y101 FOR 3-PHASE (OR OWNER APPROVED EQUAL). 4. THE AC POWER COMMON MODE SURGE SUPPRESSOR SHALL BE CONNECTED TO THE COMMERCIAL POWER INPUT SIDE OF THE MANUAL TRANSFER SWITCH. 5. IN MARKETS WITH LIGHTNING ZONE > OR = TO 4, RF TVSS DEVICE SHALL BE INSTALLED AT THE ENTRANCE TO THE SHELTER OR AS CLOSE AS POSSIBLE TO THE BTS CABINET FOR OUTDOOR SITES TO PROTECT AGAINST LIGHTNING AND TRANSIT VOLTAGES. THE RF TVSS DEVICES SHALL BE D.C. PASSING, 1 /4 WAVE GAS TUBE WITH 7/16 DIN CONNECTORS. 6. SEE DETAILS 520 AND 527 FOR ADDITIONAL RF COAXIAL TVSS REQUIREMENTS. 7. A T1 TRANSPORT TVSS DEVICE SHALL BE INSTALLED AT ALL SITES BETWEEN THE NIU AND THE BTS. THE T1 TVSS SHALL BE ATLANTIC SCIENTIFIC MODEL NO. 90700 WITH 5" DIN RAIL #21605 FOR UP TO 4 TVSS MODULES. TRANSPORT (T1} LINES 1. ALL RACEWAY SHALL COMPLY WITH THE REQUIREMENTS OF THE NATIONAL ELECTRICAL CODE (NEC, NFPA 70), CHAPTER 8. 2. ALL SPECIFIED MATERIAL FOR EACH LOCATION (E.G., OUTDOORS, INDOORS -OCCUPIED, INDOORS -UNOCCUPIED, PLENUMS, RISER SHAFTS, ETC.) SHALL BE APPROVED, LISTED, OR LABELED AS REQUIRED BY THE NEC. 3. METALLIC CONDUIT OR TUBING FOR T1 LINES SHALL BE BONDED TO GROUND AT BOTH ENDS. 4. FOR ERICSSON GSM BTS CABINET ONLY - ERICSSON SHALL BE NOTIFIED FOR T1 CABLE LENGTH GREATER THAN 100' ( LENGTH IS BETWEEN TELCO PANEL AND ERICSSON SUPPLIED BTS). SUPPLY & INSTALLATION OF T1 CABLE BY ERICSSON. 5. FOR NOKIA GSM BTS CABINET ONLY - THE T1 CABLE SHALL BE IDENTIFIED AT BOTH ENDS WITH A COMPUTER -PRINTED SELF -LAMINATING POLYESTER WIRE MARKERS (BRADY CORP. OR EQUAL). USE THE "FROM" LOCATION FOLLOWING TYPICAL ID NAME AT THE NIU AND AT THE NOKIA BTS: AWS GSM T1 LEC CCT# jEl lTVSS) � ♦ r rr r r .; l • TRANSPORT (Tl) LINES NO SCALE 22. CONDUIT AND TUBING FITTINGS SHALL BE THREADED OR COMPRESSION -TYPE AND APPROVED FOR THE LOCATION USED. SETSCREW FITTINGS ARE NOT ACCEPTABLE. 23. CABINETS, BOXES AND WIREWAYS SHALL BE LISTED OR LABELED FOR ELECTRICAL USE IN ACCORDANCE WITH NEMA, UL, ANSI/IEEE, AND NEC. 24. CABINETS, BOXES, AND WIREWAYS TO MATCH THE EXISTING INSTALLATION WHERE POSSIBLE. 25. WIREWAYS SHALL BE EPDXY -COATED (GRAY) AND INCLUDE A HINGED COVER, DESIGNED TO SWING OPEN DOWNWARD; SHALL BE PANDUIT TYPE E (OR EQUAL); AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS. 26. EQUIPMENT CABINETS, TERMINAL BOXES, JUNCTION BOXES, AND PULL BOXES SHALL BE GALVANIZED OR EPDXY -COATED SHEET STEEL, SHALL MEET OR EXCEED UL 50, AND RATED NEMA 1 (OR BETTER) INDOORS, OR NEMA 3R (OR BETTER) OUTDOORS 27. METAL RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL BE GALVANIZED, EPDXY -COATED, OR NON - CORRODING; SHALL MEET OR EXCEED UL 514A AND NEMA OS 1; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 28. NONMETALLIC RECEPTACLE, SWITCH, AND DEVICE BOXES SHALL MEET OR EXCEED NEMA OS 2; AND RATED NEMA 1 (OR BETTER) INDOORS, OR WEATHER PROTECTED (WP OR BETTER) OUTDOORS. 29. THE SUBCONTRACTOR SHALL NOTIFY AND OBTAIN NECESSARY AUTHORIZATION FROM THE CONTRACTOR BEFORE COMMENCING WORK ON THE AC POWER DISTRIBUTION PANELS. 30. THE SUBCONTRACTOR SHALL PROVIDE NECESSARY TAGGING ON THE BREAKERS, CABLES AND DISTRIBUTION PANELS IN ACCORDANCE WITH THE APPLICABLE CODES AND STANDARDS TO SAFEGUARD AGAINST LIFE AND PROPERTY. 1:4 4 *o i fl llilp­!�­ii��­l ... ill, 1 ..... .. ir i ... �[4 tmm I Dill ill, I I I A."" i : 4 0 um NO SCALE MAIN STREET : McFADDEN AVE. SITE i LSANCA3040C 830 S. MAINSTREET CA 92701 AT&T WIRELESS SERVICES, INC. 12900 PARK PLAZA DRIVE CERRITOS, CA 90703 1. THE SUBCONTRACTOR SHALL REVIEW AND INSPECT THE EXISTING FACILITY GROUNDING SYSTEM AND LIGHTNING PROTECTION SYSTEM (AS DESIGNED AND INSTALLED) FOR STRICT COMPLIANCE WITH THE NEC (AS ADOPTED BY THE AHJ), THE SITE -SPECIFIC (UL, LPi, OR NFPA) LIGHTING PROTECTION CODE, AND GENERAL COMPLIANCE WITH TELCORDIA AND TIA GROUNDING STANDARDS. THE SUBCONTRACTOR SHALL REPORT ANY VIOLATIONS OR ADVERSE FINDINGS TO THE CONTRACTOR FOR RESOLUTION. 2. ALL GROUND ELECTRODE SYSTEMS (INCLUDING TELECOMMUNICATION, RADIO, LIGHTNING PROTECTION, AND AC POWER GES'S) SHALL BE BONDED TOGETHER, AT OR BELOW GRADE, BY TWO OR MORE COPPER BONDING CONDUCTORS IN ACCORDANCE WITH THE NEC, 3. THE SUBCONTRACTOR SHALL PERFORM IEEE FALL -OF -POTENTIAL RESISTANCE TO EARTH TESTING (PER IEEE 1100 AND 81) FOR NEW GROUND ELECTRODE SYSTEMS. THE SUBCONTRACTOR SHALL FURNISH AND INSTALL SUPPLEMENTAL GROUND ELECTRODES AS NEEDED TO ACHIEVE A TEST RESULT OF 5 OHMS OR LESS. 4. METAL RACEWAY SHALL NOT BE USED AS THE NEC REQUIRED EQUIPMENT GROUND CONDUCTOR, STRANDED COPPER CONDUCTORS WITH GREEN INSULATION, SIZED IN ACCORDANCE WITH THE NEC, SHALL BE FURNISHED AND INSTALLED WITH THE POWER CIRCUITS TO BTS EQUIPMENT. 5. EACH INDOOR BTS CABINET FRAME SHALL BE DIRECTLY CONNECTED TO THE MASTER GROUND BAR WITH SUPPLEMENTAL EQUIPMENT GROUND WIRES, #8 AWG OR LARGER. 8. EXOTHERMIC WELDS SHALL BE USED FOR ALL GROUNDING CONNECTIONS BELOW GRADE. 7. APPROVED ANTIOXIDANT COATINGS (I.E., CONDUCTIVE GEL OR PASTE) SHALL BE USED ON ALL COMPRESSION AND BOLTED GROUND CONNECTIONS. 8. ICE BRIDGE BONDING CONDUCTORS SHALL BE EXOTHERMICALLY BONDED OR BOLTED TO THE BRIDGE AND THE TOWER GROUND BAR. 9. SURFACES TO BE CONNECTED TO GROUND CONDUCTORS SHALL BE CLEANED TO A BRIGHT SURFACE AT ALL CONNECTIONS. 10. EXPOSED GROUNDING CONNECTIONS SHALL BE MADE WITH COMPRESSION CONNECTORS WHICH ARE THEN BOLTED TO EQUIPMENT USING STAINLESS STEEL HARDWARE. INSTALLATION TORQUE SHALL BE PER MANUFACTURE'S REQUIREMENT. 1 1 . ALL OUTDOOR METAL SUPPORT POSTS FOR ICE BRIDGE AND TRAY SHALL BE BONDED TO THE EXISTING BURIED GROUND ELECTRODE SYSTEM WITH A SINGLE CONDUCTOR #2 AWG SOLID TINNED COPPER WIRE. GROUNDING NO SCALE NOTES 3 SYMBOLS ABBREVIATIONS S jG SOLID GROUND BUS BAR AGL ABOVE GRADE LEVEL S jN SOLID NEUTRAL BUS BAR AWG AMERICAN WIRE GAUGE BCW BARE COPPER WIRE o�0 2-POLE THERMAL -MAGNETIC BTCW BARE TINNED COPPER WIRE CIRCUIT BREAKER ° BTS BASE TRANSCEIVER STATION ® SINGLE -POLE THERMAL -MAGNETIC (E) EXISTING CIRCUIT BREAKER EG EQUIPMENT GROUND GROUND ROD WITH ACCESS EGR EXTERNAL GROUND RING CHEMICAL GROUND ROD EMT ELECTRICAL METALLIC TUBING ( GROUND ROD GEN GENERATOR EY DISCONNECT SWITCH IGR INTERNAL GROUND RING (HALO) IMC INTERMEDIATE METAL CONDUIT NN METER LFMC LIQUIDTIGHT FLEXIBLE METAL CONDUIT --- CIRCUIT BREAKER MAX MAXIMUM ■ CADWELD TYPE CONNECTION MGB MASTER GROUND BAR COMPRESSION TYPE CONNECTION MIN MINIMUM �► HALO GROUND CONNECTION (N) NEW ------ -- -- GROUNDING WIRE NTS NOT TO SCALE P P POWER RUN PVC POLYVINYL CHLORIDE REF REFERENCE T T TELCO RUN REQ REQUIRED --P/7 F/T -- POWER &TELGO RUN RF RADIO FREQUENCY -oHp---oHP OVERHEAD POWER LINE RGS RIGID GALVANIZED STEEL ow OVERHEAD TELCO LINE RMC RIGID METAL CONDUIT -----oHr/oHp OVERHEAD POWER/TELCO LINE RWY RACEWAY XXX -~■-REPRESENTS DETAIL NUMBER TBD TO BE DETERMINED XXX REFERENCE SHEET NUMBER TBR TO BE RESOLVED TYP TYPICAL ELECTRICAL SYMBOLS & ABBREVIATIONS NO SCALE 4 05/04/05 'PLAN CHECK COMMENTS.' JR I JA JS 3 04/20/05 'PLAN CHECK COMMENTS.' JR JA JS 2 02/09/05 'PLAN CHECK COMMENTS.' AM JA JS 1 12/17/04 'PLAN CHECK COMMENTS.' BR JA I JS '0' 11/03/04 'ISSUED FOR CONSTRUCTION / PERMIT.' BR JA I JS V0. DATE REVISIONS BY CHK APP'D SCALE: AS SHOWN DESIGNED: JS DRAWN: E.A. gg(}FESSla�Y mow° op c o 0.16836 /m/ Exp. 12al/ 0 t7F{ SYMBOLS=LECTRICAL NOTES, r r r s i ♦ PROJECT NO. DRAWING NUMBER 24897-511 A-LSANCA3040C- E05