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HomeMy WebLinkAboutPLANS 2 - 01-00032 - SBA Network Services - Cell TowerSBA TOW R INC • �{,j�t :;• iii: O ENHANCED BASE TRANSCEIVER SYSTEM DEPT. PLAN REVIEW APPROVED Damon SITE NAME. o/ o ME� �05 IDAHO SITE BI o o PLMNG�REXBVRG, F J SITE NUMBER: o o ECHAANI UISS 660001=034 �JJ= UB. oPWK� 6 O ❑ BLG. OFF 13 ❑ OTHER z q PROPERTY OWNER: SBA NETWORK SERVICES ONE TOWN CENTER ROAD, 3RD FLOOR BOCA RATON, FLORIDA 33488 SITE NAME: REXBURG, IDAHO C0.00 TITLE SHEET &VICINITY MAP SITE NUMBER: CO.01 GENERALNOTES O � ,C RP APPLICANT: SBA TOWERS, INC. 4424 SOUTH 700 EAST SALT LAKE CITY, UTAH 84107 LISS 660001-034 TYPE OF CONSTRUCTION: COMMUNICATION TOWER ISO MONOPOLE TOWER CO.02 SITE SURVEY C1.00 DEMOLITION PLAN C1.01 SITE PLAN C1.02 SITE ACCESS PLAN C3.01 SITE GRADING PLAN Wa CONTACT: SCOTT C. STRINGFELLOW (801) 313-1460 EXT. 402 OCCUPANCY -NO BUILDING REQUIRED TYPEV (UP) CONSTRUCTION PROPERTY LOCATION: 1145 S 2ND EAST C7.01 DETAILS C7.02 DETAILS EO.01 ELECTRICAL GENERAL REQ'S. �I ,y ,,,,• _ '-' REXBURG, 1083440 AND LEGEND E0.11 SITE ELECTRICAL& TELEPHONE SERVICES E1.01 GROUNDING PLAN er O f + APN: N/A CURRENT USE: PASTURE/COMMUNITY CURRENTZONING: AGRICULTURE E1.02 SERVICE PLAN E2.01 DETAILS DETAILS E2.03 TEL CO/POWER RACK -FRONT VIEW E2.04 TELCO/POWER RACK -BACK VIEW E2.05 DETAILS B SCHEMATIC E2.06 GENERAL NOTES GGGC +� O T APPROVED BY: INITIALS: DATE: LANDLORD LEASING SETBACKS: FRONT -5 SIDES -5! BACK -5 PROPERTY SIZE: 10,000 SQ. FT. Q tr ID- f• y�v/0 OQ` _.4 y Op ZONING _ A,, -TOWER SI T.M. B.P.M. U6iquiTel VICINITY MAP APPROVALS PROJECT SUMMARY SHEET INDEX 00.00 GENERAL NOTES: 1. The Contractor is responsible for all means and methods of construction. Safetyis the responsibility of the Contractor. All work shall be ,, p y performed in accordance witho. OSHA requirements. If the temporary lighting and marking is i required by the Federal Aviation Administration (FAA) it is the Contractors qzi R responsibility to maintain the necessary lights and notify the proper authorities �.� p in the event of problems. ts 2. The Contractor is responsible for site layout and construction staking. Location Ws of existing utilities and topography must be confirmed by the Contractor prior O W to bid submittal 3. The Contractor is responsible for maintaining positive drainage on the site at all W times. Silt and erosion control shall be maintained on the downstream side of k- the site at all times, Any damage to adjacent properties will be corrected at the Contractors expense. 4. Clearing of trees and vegetation on the site should be held to a minimum. Only the trees necessary for construction of the facilities shall be removed. Any damage to property outside the leased property shall be repaired by the Contractor. 5. All borrow material for back fill of the site shall be included in the bid. Excess topsoil and unsuitable material shall be disposed of off—site at locations approved prior to disposal. 6. All work shall be accomplished in accordance with all local, state and federal codes or ordinances. The most stringent code will apply in the case of discrepancies or differences in the code requirements. 7. Seeding and mulching of the site will be accomplished as soon as possible after completion of the site development. The contractor is responsible for providing and maintaining an adequate cover of vegetation over the site for a one year period. B. The Contractor is responsible for providing ample notice to the building inspection department to schedule the required inspections. A minimum of 24 hours notice should be given and the building inspection departments have requested that groups of two or three sites be scheduled at one time if possible. 9. After the building permit has been issued, the improvements located at or below existing grade can be constructed. 10. The Contractor shall include all work required to construct a new tower site including all necessary site improvements, foundations, concrete pads, security fencing, electrical improvements, landscaping and all other accessories for a. complete installation. C0.01 FIDSTINO CRIVEL ROAD &! TOWER 1 4545'05.82' N � i I � PLANNED STRUCTURE HT. 150 FEET II � i ' II \ 8lFS6'1 ' FT METH A \ UNE BWON — \ .A }I JAME MOM % t DENPROAFAA \. O 8 1 \ ` Sg • A.�T« �' ^ � � le a YCTK\ j I LASA1ELLffE DEN a N ps z og Z 11 [ATRUDE 4545'05.82' N LONGTIUDE 111'45'40.30' W GROUND ELEVATION 5153 FEET PLANNED STRUCTURE HT. 150 FEET OVERALL HEIGHT 5313 FEET TO D 0 40 E Scale 1" = 20' --` ----------- COS. V I �- PROP. OAT. --------J RECORD OF SURVEY SURVEroxs cee'rv]CA48 DVE l RO'INEON, m MOR CERDVY THAT I AM A WEINESJI WAD NIRGETDR, AMD TMT 1 HOLD IICFIE XIIYBFA 1001 M PR1CR1lD UMRS THE WS TE N0"THMWWDDINROMRCES'" TMT a SUNSE DLSNHOD LIC, P T NMA HWE FR,D NOT THE PIAT YAW THE DIANU TEED NOTES OF D SHO A 6 N THIS Of THE TWO AND tf WO SHOWN ON THE MT ANO TMT THIS Pur B A TINED s ACCURATE TE Of THE WD UMDfD, ORICIDLL DEBCSORIDN SVINMN A CAROL TAIL DATRE xD. 0141051 BEONMW AT A POINT TMT IB NORTH ALDW THE SECTION 161E 160521 FEET FROM THE SOIRHB'EST CORNER OF SWDN SL TOWNSHIP A MONTH, RWCE b EAST OF THE WE MORROW, RLNNWO THENCE 100.00 FEET ART, THENCE 15000 FEET NORHH. THME 10000 FEET WW. VOICE 100.00 FEET SCLITH TO THE POINT OF RONNSD. sDgum D59CRIPRON RESOURCE "E 611E BEOINFONO AT A POM' TWT O NODMEW W AIOIC THE SECTION ME 101014 TWTr WORTH 16 11 FEET ON RECORD] FROM THE SOUTHWEST CD OP SSTW OL TOWNSW 1 NORM RANCE W WT OF THE SOSE WODMN; HMpP10 THENCE N 0160'10' E 100.00 FEET [FAST W RECORD], THME N COD3'45' E IDIOM FEET [NORTH W RECORD]. TENCA S 0FWIV W 100.E FEET [WEST BY SECOND]. THENCE SI FOS'46' W 100.00 FEET [SOUTH BY RECORD], TO THE POW OF BEDINNSAO. MW OF EEARNO: N R9'AI' E mA.M FT RREICH THE SOVTM6T GINNER AND THE SCDTI EDPNER OF SECTION DD, TOWNSHIP 0 MONTH, ROM Q EAST, SYT AIDE YSAOMN. 1- THE RONSE Of THIS NIRVET Is TO PREPARE ADAL A=MONS MR WE TWASCUIER TEAR STH. 0001Y AND E- MGE W A OBCREPlEL7 IN THE TE MOM 'ECDW CORNEA TO THE PONT OF R WNG. THE RECORD IDGITON OF TIE WNW PARCEL O I" FEET ROM P THE ERWDD NTL SUNRISE ENGINEERING INC. /� ' SRA TOWERS INC CONSULTING ENGMMS & L9ND SURPEYOXS BT-Tizz9E _ SBA i1'' F ENGINEERING REXBURG - RASE TRANSCEIVER SITE ' lBBB, MMY BLMWMW PARS SRIF% S9B78 817 7ffi (m 09.9-0700 arc. (i a siBa/oi BRwta BBAPAR UTAB Bl080 PAX BO! rF89-0880 3'I H7UARfER OP SAG770N W,, MMYSW 8 AVA M BANGS 40 EA,, BaW A0'RmLM AS Mmm Cq qB \ I \ a i GATE LOCATION TO REMAIN THE SAME \ i \ REMOVE EXISTING FENCE \ REPLACE WITH SBA FENCET \ SEE DETAIL 3/CLOT/C7.D2—`-, : \ \ EXISTING METAL BUILDING (EARL COMMUNICATI TO REMAIN / / / / / / Y / / / / / / / / / / / / C" EACH EXISTING LATTICE TOWER EXISTING OFFSET TO BE HELD AS MINIMUM OISGNCE FOR ALL OTHER STRUCTURES —1 /ROP TA METAL BUILDING / iNE/ GENE / / / EXISTING 00' GUY TOWER / TO BE REMOVED. REMOVE / ALL GUY WIRES. EXISTING / ANTENNAES TO BE RELOCATED \ / TO MONOPOLE �SATELLITE DISH TO BE REMOVED \ mac,` \ \ \ EXISTING TELECOMMUNICATIONS WITH THIS CARRIER TO REMAIN. CONTRACTOR TO RETAIN AND PROTECT. O O O C1.00 Li i TELCO PEDEPHONE Ij� p POWER RACK ^ io 2/C7.0213'�o -r-n�--r-t--r-r-r-r-w-r-r-r-w-w-w-w--w-r-w_w-r-w-r-r-•r—w-r-w-r-w-r-w-r-w-r-r-r-w-r-e--w- w �� O EXISTINGLATTICE TOWER EXISTING P W METAL \ HUIL➢IMG \ 1 IS GATE I I y PLACE ALL WIRE IN fi' CONOUR 5' EITHER SIDE OF 047E OPENING. CONDUIT SMALL BE ADS CORRUGATED i PLASTIC PIPE OR APPROVED EQUAL PROPANE GENERATOR AND SMALL BE BURIED A MINIMUM TANK OF 1-1/2 FEET DEEP FROM THE TOP OF THE PIPE `IU > i ImH I EXISTING NETALjjj���EXISTING 80' GUY TOWER x BUILDING M I THIGH CHAIN LINK FENCE m I SEE DETAIL 3/C1.01/C7.02 PROPOSED CARRIER PAD 5 LOCATION ` O i N o CENTER TOWER �3 a ITU = 40'48'0'0 5.82' N LONGITUDE = 111'48'40.]0' W PROPOSED 150' MONOPOLE TOWER I GROUND ELEVATION — h 518FEET PLANNED STRUCTURE HEIGHT 15050 FEET • [1„l m +Y>: TOP OF TOWER ELEVATION 5313.5 ]1].5 FEET PRGPoseo , 1 S,N:.!A.,•I;';'1 CARRIER PAD I oldW LiDrATTON vx;nMR' 5' OFFSET DISTANCE '�•' PROPOSED rJa' J�9 IOYP) W L7 0;%..:. CARRIER PATI LOCATION GRAVEL ENTIRE SITE WM `I � A MINIMUM OF 4' OF STONE /;;%};F,.•?:f£ ....:: ....'.'.' ... .... USE MARIS 500 VEGETATION i y p} vi,%%.Ii?}�ol}??Ri:•••..:mi}:iy???$:ui?^:�in:�... CONTROL UNDER ENTIRE ' 10 [`�� W Q) I �!..,:.:n;,.?; ,: r•,4:'Z!•yi.:: ;,.��lti;}:4 riiR!:.;w x vnm[ma.•.-n.l^.nn.n.Fv•,:. x•nua[:nc- n•nrnl:;nn::Y.%• ,vr-iilrvn.i-.i.i.[•..•.a. lnYu.:n:.-..^:l.;,p.. •.}.[....,..-M COMPOUND, OMPOUND. -11 /C[1.O-1R/C-7[ ➢1 5' Y _l _•i I ri r� ^� stL� IU '4 a 8844' N y %lol�Q$ of T C1.01 EXISTING CONTOUR (IVP)\ r-x--x- x--x--x--x--x--x -x _x- x-- -x--x- --x-x--x--x- --x _ x, q x NO GRADING REQUIRED I WITHIN HATCHED AREA m x .21 C4V GATE x / A x I n x 111a I x �M bd a x P7a I i x q � I H W x i HIGH CHAIN LINK FENCE CARRIER PAD EDPROPOSED SEE DETAIL 3/C1.G1/C7.02 x LOCATION x `� n I x 6x 0 I 0 x I x X CENTER F TOWER N N I IATTNDE TrER '0 'n I LONGITUDE - 111'40'40.30' WPROPOSED 150' MONOPOLE TOWER x H x GROUND ELEVATION - 5103.5 FEET PLANNED STRUCTURE HEIGHT - 150 FEET x m I TOP OF TOWER ELEVATION — 5313.5 FEET � q x who PROPOSED 1� CARRCAT PAD X yPROPOSED IONx �LOGRON� I x V m NOTES: I ; 5153 x L W 2 x--X--X--X--X--X--X--X--x--x--x--x--x--x--x--x--X--X--X--X--x r FQ ~ y 1. TYPICAL FINISH GRADES ARE TO TOP OF STEIN � 2. REMOVE TOPSOIL AND PLACE COMPACTED FILL a 8$44 A p TO BRING SITE TO PROPOSED GRADE. 3. PROVIDE VEGETATION CONTROL FOR SUBGRADE PRIOR TO PLACEMENT OF STONE. 4. EROSION MAT REQUIRED ON SLOPES STEEPER OF �� w THAN 2:1. r. ��� C3.01 OF TRENC FENCE ALL EXISTING GRASSED AREAS 1'-0 DISTURBED BY THIS WORK TO BE GRASS—SEEDED IN ACCORDANCE WITH STONE " SPECIFICATIONS, IF SO SURFACE NOTED ON PLANS 4" OF 1/2"± �-- CRUSHED ROCK —"FUSE MIRAFI 500 FABRIC VEG. AMM q CONTROL UNDER ENTIRE COMPOUND, EXISTING SUBGRADE 1 TYP. SITE _EDGE DETAIL / l / NO SCALE C1.01 C7.01 6'-0" TO 10'-0" POST SPACING ORI AS PER MANUFACTURERS RECOMMENOA IONS c rm I ,i Y IFILTER FABRIC CLOTH c WOOD OR NOTES: STEEL POST 1. FILTER CLOTH SHALL HAVE APPROVED BACKING OR A BUILT—IN REINFORCED STRUCTURE, AS RECOMMENDED BY THE MANUFACTURER TO SUPPORT THE FILTER CLOTH. 2. FILTER CLOTH SHALL MEET THE REQUIREMENTS OF IDAHO EROSION CONTROL STANDARDS. 3. A PREASSEMBLED SILT FENCE MEETING THE REQUIREMENTS OF THIS DRAWING IS ACCEPTABLE IN LIEU OF A FIELD CONSTRUCTED SILT FENCE. 4. SILT FENCE TO BE REMOVED AFTER CONSTRUCTION. 5. STRAW BALES TO BE PLACED END TO END UP AGAINST THE SILT FENCE. (& SILT FENCE DETAIL AS REVD. NO SCALE C3.01 C7.01 0 cp N ;NUMBER OR LETTER OF SECTION OR �DETAIL lel.,/ DRAWING ON WHICH DRAWING ON WHICH SECTION OR DETAIL SECTION OR DETAIL IS TAKEN IS SHOWN SECTION/DETAIL KEY 6'-0" 6'-0" 3" TYPE II BASE COURSE - 4" PIT RUN MATERIAL ACCESS RO r I . 1 NO SCALE TOP AND BOTTOM - RAILS 1-5/8" O.D. SCH40 GALV. STL. PIPE 3.0" O.D. CORNER, END, AND PULL POSTS 2.07" — TYPICAL - MIDDLE RAILS AT CORNER AND GATE POSTS 1-1/2" O.D. SCH40 GALV. STEEL PIPE 3 FENCE PANEL NO SCALE C1.01 C7.02 -1-1/2" DIA. SCH40 GALV. STL PIPE TOP BENT OUTWARD ® 45 3 STRANDS BARBED WIRE AT 6" OC 2-1/2" O.D. SCH40 GALV. �- STL. PIPE LINE POSTS. MESH TO BE ATTACHED BY TIE WIRES TO POSTS AND CABLE WIRES - 4" THK. GRAVEL POSTS SET IN 3000 PSI CONCRETE FOOTING TO BE 12" DIA. BY 3 FEET DEEP 3" O.D. SCH. GALVANIZED STEEL PIPE, CONNECT UNISTRUT TO PIPE WITH P1119 CLAMPS (TYP.) FINISHED GRADE s FMETER CENTER POWER DISTRIBUTION 4'-0" E2.04 I• I e a 5'-0" (MAX.) GATE POST 4.0" O.D. SCH40 GALV. STL. PIPE. TOP OF POST TO BE VERT. (NO OVERHANG) TELCO 3" GALV. PIPE CAP IN 3 PLACES TELCO ENCLOSURE aper 1 I �-3 O.D.O.D SC GALVANIZED 5'-0" OWER RACK NO SCALE 3 STRANDS BARBED WIRE AT 6" OC — ELEVATION ;LE ACCESS GATE " O.D. SCH40 GALV. GATE FRAME ct Inu -LOCKING CHAINS W/PADLOCK. MUSHROOM TYPE CENTER LATCH STOP AND TWO HOLD OPENS REQUIRED. HOLD OPENS & MUSHROOM SHALL BE SET IN 18" X 12" DIAMETER CONCRETE. VEHICULAR GATES NO SCALE 0 I ED 3" O.D. SCH. 40 GALVANIZED STEEL PIPE. -i CONCRETE (TYP) NUMBER OR LETTER OF SECTION OR DETAIL 9 DRAWING ON WHICH- DRAWING ON WHICH SECTION OR DETAIL SECTION OR DETAIL IS TAKEN IS SHOWN SECTION/DETAIL KEY C7.O2 0 ° ° 0❑0❑ 0 O° 0 E2.04 I• I e a 5'-0" (MAX.) GATE POST 4.0" O.D. SCH40 GALV. STL. PIPE. TOP OF POST TO BE VERT. (NO OVERHANG) TELCO 3" GALV. PIPE CAP IN 3 PLACES TELCO ENCLOSURE aper 1 I �-3 O.D.O.D SC GALVANIZED 5'-0" OWER RACK NO SCALE 3 STRANDS BARBED WIRE AT 6" OC — ELEVATION ;LE ACCESS GATE " O.D. SCH40 GALV. GATE FRAME ct Inu -LOCKING CHAINS W/PADLOCK. MUSHROOM TYPE CENTER LATCH STOP AND TWO HOLD OPENS REQUIRED. HOLD OPENS & MUSHROOM SHALL BE SET IN 18" X 12" DIAMETER CONCRETE. VEHICULAR GATES NO SCALE 0 I ED 3" O.D. SCH. 40 GALVANIZED STEEL PIPE. -i CONCRETE (TYP) NUMBER OR LETTER OF SECTION OR DETAIL 9 DRAWING ON WHICH- DRAWING ON WHICH SECTION OR DETAIL SECTION OR DETAIL IS TAKEN IS SHOWN SECTION/DETAIL KEY C7.O2 ELECTRICAL STANDARDS LEGEND FORCED AIR HEATER GENERAL ELECTRICAL REQUIREMENTS ---------------- DIRECT BURIED CONDUIT TELEPHONE JACK (DATA) NORMALLY ClD5E0 PUSHBUTTON ® HEATER 1. THE COMPLETED INSTALLATION SHALL CONFORM TO ALL APPLICABLE FEDERAL., STATE AND LOCAL CODE ORDINANCES AND CONDUIT RUN EXPOSED ® FUSE ojo NORMALLY OPEN PUSHBUTTON REGULATIONS. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS 120 V GROUND FAULT INTERCEPTOR BASEBOARD HEATER AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES. �-�-- PROCESS FLOW DUPLEX RECEPTACLE O RUNNING TIME METER ALL WORK SHALL BE DONE IN A NEAT, WORKMANUKE, FINISHED r AND SAFE MANNER, ACCORDING TO THE LATEST PUBLISHED N.ECA ELECTRICAL WIRING (PANEL CIRCUITS) ]�GEDI 120 V DUPLEX REC ACLS, r- HEATER EXCHANGER STANDARDS OF INSTALLATION, UNDER COMPETENT SUPERVISION, gng WP WP (WEATHER PROOF ® OR � MOTOR STARTER - NUMBER INDICATES SIZE INSTALL GROUNDING AND ALL ELECTRICAL WORK AS REQUIRED BY ------------- STRUCTURES Es 240 V RECEPTACLE 2 THE NATIONAL ELECTRICAL CODE AS WELL AS ANY OTHER Q --�4=----rt`— PNEUMATIC SIGNAL [EM EMERGENCY BUG-EYE FIXTURE' NORMALLY CLOSED CONTACTS PLUNGER PUMP APPLICABLE CODES. O -11- NORMALLY OPEN CONTACTS I-7.. 2. VISIT THE SITE PRIOR TO BIDDING TO BECOME FAMILIAR WITH ---------------- ELECTRICAL SIGNAL Ep DISCONNECT SWITCH SCREW PUMP EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY i F CONTACTOR OR STARTER, NUMBER DENOTES NEMA S1ZE AFFECT THE EXECUTION OF THIS WORK. INCLUDE Nl RELATED Tom, PANEL OR COMPONENT BOUNDARY 20A CIRCUIT BREAKER -UPPER NUMBER INDICATES 3 COSTS IN THE INITIAL BID PROPOSAL ------------ (AS INDICATED) ^AMP TRIP RATING OR SOLENOID VALVE �' o o -LOWER NUMBER INDICATES _ qy TOUCHPLATE RELAY 3. ALL MATERIALS SMALL BE NEW AND of THE BEST QUALITY, 3p POLES y NORMALLY OPEN TIME OPEN CONTACT NOTD A4INUFACTURED IN ACCORDANCE WITH NEMA, ANSI, LLL OR PANEL OR ENCLOSURE �- BOND TO METALLJC COLD WATER PIPE ( ) SV OTHER APPLICABLE STANDARDS. THE USE OF MANUFACTURER'S NORMALLY CLOSED TIME OPEN CONTACT (NCTO) OR ❑SV 3-WAY SOLENOID VALVE NAMES, MODELS AND NUMBERS 15 INTENDED TO ESTABLISH O U� — — MOTOR OVERLOAD 3 PROPOSEDASVBSRTlFnDN5 SHALL BE SUBMITTED N WRITING X AND BID PRICE. STANDENO GENERATOR NORMALLY OPEN TIME CLOSED CONTACT (NOTC) ^n41 -il' EQUIPMENT GROUND AND REVIEWED BY THE ENGINEER BEFORE ORDERING. A XXX DENOTES SIZE ary Nq y NORMALLY CLOSED TIME CLOSED CONTACT (MGIC) VALVE WITH MANUAL OPERATOR 4. PROTECT ALL ELECTRICAL MATERIAL AND EQUIPMENT INSTALLED ,2, nuUNDER THIS DIVISION AGAINST DAMAGE BY OTHER TRADES, GROUND DETECTION THERMAL SWITCH WEATHER CONDITIONS OR ANY OTHER CAUSES. EQUIPMENT (^�� GENERATOR MAIN • INDICATES ELECT. EQUIP. IN MCC 10 MOTOR - NUMBER INDICATES HORSE POWER RATING Y ELECTRIC MOTOR OPERATED VALVE FOUND DAMAGED OR IN OTHER THAN NEW CONDITIONS WILL BE BREAKER I (MODULATING OR NON-MODULATING) REJECTED AS DEFECTIVE. Q INDICATES ELECT. EQUIP AT LOAD ® VOLT METER 5. LEAVE THE SITE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, g STANDBY POWER GENERATOR M TOOLS, CONDUIT, WIRE SCRAPS AND ALL MISCELLANEOUS v INDICATES ELECT. EQUIP. IN VOLT METER SWITCH MOTOR OPERATED VALVE WITH SPARE EQUIPMENT AND MATERIALS USED IN THE WORK DURING V ALARM/CONTROL PANEL LIMIT SWITCH ASSEMBLY WALL PACK ER FLOW METER I � CONSTRUCTION. ALL COMPONENTS SWILL BE FREE OF DUST, 7'-2' ABOVE FLOOR �(. DEVICE LOCATED IN MOTOR CONTROL CENTER GRIT AND FOREIGN MATERIALS, LEFT AS NEW BEFORE FINAL, ti ACCEPTANCE OF WORK. WALL PACK WITH PHOTO CELL ELAPSED TIME METER NON-MODULATING PNEUMATIC WP PC ■ TERMINAL BLOCK 6. ALL CONDUCTORS SHALL BE THHN/THWN COPPER, DATED AT 7'-2' ABOVE FLOOR OPERATED NR SUPPLY yy LIGHT SWITCH, SINGLE POLE, MOUNT O 600 VOLTS UNLESS OTHERWISE NOTED. 012 AWG OR SMALLER, [� 2 LAMP 4'-0' FLUORESCENT FIXTURES - i 4'-B' ABOVE FLOOR ON BUILDING WALLMFM AIM' FLOW METER TO BE SOLID COPPER, EXCEPT ON MOTOR CONNECTIONS THEN ~ INTERIOR LIGHT FIXTURE I VALVE WITH DOUBLE ACTING STRANDED WIRE MUST BE USED. ALL OTHER CONDUCTORS, /10 LIGHT SWITCH, 3-WAY, MOUNT CYLINDER AWG AND LARGER, SHALL BE STRANDED COPPER WIRE. NO 2 LAMP 4'-0' FLUORESCENT FIXTURES - $3 4'-B' ABOVE FLOOR ON BUILDING WALL -C�- VENT URI FLOW METER COMPUTER INPUT ALUMINUM WIRE WILL BE ALLOWED, Q t�J SURFACE MOUNTED FIXTURE ®� (Y NUMBER OF SIGNALS) MANUAL SORTER, WITH OVERLOAD PROTECTION. No LIAR SWITCH 2 LAMP D W FLUORESCENT FIXTURES - 7, ALL UNDERGROUND CONDOR TO SIZE SCHEDULE 40 PVC, MOUNT 4'-B' ABOVE FLOOR ON BUILDING WALL Ills E WITH COLD WEATHER BALLAST l LEVEL PROBE — COMPUTER CONTROL OUTPUT MINIMUM DEPTH 30', MINIMUM SIZE 1'. ALL UNDERGROUND 14M SHALL BE MOUNTED UNDER ROOF JOIST o � (Y -NUMBER OF SIGNALS) ELBOWS SWILL BE RIGID LONG SWEEP WRAPPED WITH 3M-50 1p LQ INDICATOR LAMP - LETTER INDICATES COLOR � AMMETER SWITCH LEVEL SAT WITCH 10 MIL PIPE ORIFICE FLOW METER AND CLOSE ALL DITCHES APPROVED OR EQUAL ORT COMPACT 1INu� _LETTER FLOW SWITCH LIFTS TO taS7. MAX DENSITY.'� OA INDICATES DISTRIBUTION TYP 5 AMMETER SCUT SELECTOR SWITCH 0Z If PRESSURE SWITCH e. ALL EXPOSED CONDUIT SHALL BE IMC OR RIGID STEEL M RQ FLASHING BEACON - LETTER INDICATES COLOR O MUCHPLATE TRANSVERTER E INSTRUMENT TRANSFORMER 0 FIELD MOUNTED INSTRUMENT CONDUIT, WITH A MINIMUM SIZE OF 3/4'. ® PHOTOCELL #T TOUCHPLATE SWITCH g CURRENT TRANSFORMER B. ALL SAFETY SWITCHES AND OTHER DISTRIBUTION AND CONTROL Cf ELECTRICAL EQUIPMENT SHALL BE RATED FOR HEAVY DUTY Q EXHAUST FAN PANEL MOUNTED INSTRUMENT ® RELAY }-3 E� POTENTIAL TRANSFORMER SERVICE lOOW LIGHT FIXTURE ,.,-.,, 10. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE GROUNDED v tZ TR7 TIMING RELAY X, POWER TRANSFORMER BODY TYPE DEVICES. h^) Qj OR Q AUDIBLE ANTRA OR HORN Q7T THERMOSTAT ULTRASONIC LEVEL 11 ELECTRICAL CONTRACTOR (EC) SHALL INSTALL ALL INSTRUMENT 00 UNDERGROUND JUNCTION//PUUBOX - �/ AND CONTROLS, INCLUDING HVAC AND CONROL PANELS, EC O JB SIZE 5 UNLESS OTHERWISE INDICATED TDR TIMING DELAY RELAY CLF FUSE, CURRENT LIMITING TYPE ��-// SHALL OBTAIN AND REVIEW ALL INSTRUMENT, CONTROL AND Cl C.F.I. GROUND FAULT INTERRUPTER �.� HVAC DRAWINGS FOR TOTAL SCOPE OF WORK. p J❑ STEEL JUNCTION/PULLBO% © CONTROL RELAY COIL 12. ALL PANELS, DISCONNECTS AND SWITCH GEAR ON THE OUTSIDE f� O ELECTRIC MANHOLE O ® MAGNETIC RELAY PRESSURE TRANSMITTER (4-20MA) efR BUTTERFLY VALVE OF THE BUILDING SHALL BE NEMA 3R TYPE ENCLOSURES, CT M VN-VE CABINET AND METER BASE SHALL BE OUTSIDE THE BUILDING. �I y ® PUSHBU17pN STATION ® AMMETER -�+ AUXILIARY CONTACT 13. SURGE SUPRESSOR SHALL BE SIZED FOR 25.000 AMPS. AIR HANDLER ELECTRONIC LOUVERS T�� 14. ALL CONDUIT FOR ALL EQUIPMENT, INCLUDING EQUIPMENT q m ® INTERLOCK r 5, DENOTES EQUIPMENT FURNISHED BY OTHERS, SHALL BE FURNISHED AND INSTALLED ® CONDENSER UNIT LOCK-OFF-STOP O L _ J BY THE ELECTRICAL CONTRACTOR. O A TELEPHONE JACK H 0 A SELECTOR SWITCH KILOWATT HOUR, DEMAND GENERAL ELECTRICAL ABBREVIATIONS �y �n KVAR KILOVOLT - AMPERE REACTIVE MCP MOTOR CIRCUIT PROTECTOR C CONDUIT MB AIR CIRCUIT BREAKER SPIC SPARE INSTRUMENT CONDUIT ® TELEPHONE DULLER DN\\ OFF ON-OFF SELECTOR SWITCH 1 L7 n,� N.C. NORMALLY CLOSED CNTL CONTROL AFF ABOVE FINISHED FLOOR WP WEATHERPROOF IT�� "^��yyVllll TELEPHONE JACK (VOICE) H�A RANO-OFF-AUTO SELECTOR SWITCH PUMP N.O. NORMALLY OPEN IC INSTRUMENTATION CONDUIT AFG ABOVE FINISHED GRADE OL MOTOR OVERLOAD IS SPC SPARE CONDUIT INST INSTRUMENT DAN ELECTRICAL MANHOLE `1 MERCURY LEVEL SWITCH��10N T qj C" W L w � 8/,14 � �' � •�' o E0.01 PROPOSED SITE LOCATION SEE SHEET CD.02 FOR SITE DESCRIPTION POWER POLE EXISTING TELEPHONE SECTION m EXISTING GRAVEL ROAD �o S 04 E0.1 1 CONTRACTOR NOTES. 1. PROVIDE AND INSTALL WARNING TAPE FOR ELECTRIC/TELEPHONE SERVICE CONDUITS 12" BELOW GRADE. SEE U11UTY TRENCH DETAILS "l/E2.01". 2. CONTRACTOR TO PAY FOR THE ELECTRIC/ TELEPHONE SERVICES AS DIRECTED BY THE UTILITY COMPANY. 3, ENCASE CONDUITS IN CONCRETE WHERE THEY CROSS ROADS. 4. CONTACT TELEPHONE COMPANY AND ARRANGE FOR SERVICE PRIOR TO DITCHING AND INSTALLATION OF UNDERGROUND SERVICE. - 5. CONTRACTOR TO OPEN AND CLOSE ALL 3KYWEW ORW DITCHING. 6. CONTACT ELECTRIC UTILITY COMPANY AND ARRANGE FOR SERVICE PRIOR TO DITCHING AND INSTALLATION OF UNDERGROUND SERVICE CONDUITS. 7. PROVIDE ALL EMPTY CONDUITS WITH PULL STRING. �o S 04 E0.1 1 ❑PEDEPHONE CONTRACTOR NOTES: 1. ALL ABOVE GRADE GROUND CONNECTIONS WILL BE IN ACCORDANCE WITH DETAILS ON E2.01. 2. CONDUCTOR BENDS SHALL NOT BE LESS THAN 8'. 3. GROUND WIRE TO BE CADWELDED TO EACH LEG OF TELCO/POWER RACK. 4. GROUND WIRE CONNECTIONS TO THE TOWER LEGS ARE TO BE CADWELDED TO THE GROUND PLATES ON THE TOWER LEGS. 5. NO. 2/0 COPPER GROUNDING ELECTRODE CONDUCTOR FOR MAIN SERVICE. 6. ALL GROUNDS AND THEIR BONDS WILL BE INSPECTED BY SBA AND ANY AUTHORITY HAVING JURISDICTION PRIOR TO BACKFILLING. LEGEND O GROUND ROD INSPECTION WELL SEE DETAIL 2 ON DRAWING E2.05 O GROUND ROD (COPPER CLAD) 5/8" 0 —10' LONG INDICATES CADWELD CONNECTION TO WIRE c� OR STRUCTURE Io- CADWELD CONNECTION BOND TO ABOVE GROUND CONNECTIONS —G_ GROUND CABLE RUN BELOW GRADE UTILITY POLE WITH ANCHOR BY UTILITY CO. 04 SERVICE POLE WITH TRANSFORMER BY UTILITY COMPANY —EOH— ELECTRICAL OVERHEAD UNE —TOH — TELEPHONE OVERHEAD LINE —E— UNDERGROUND ELECTRICAL CONDUIT —T— UNDERGROUND TELEPHONE CONDUIT t ` cp O O O Owt TELEPHONE PEDESTAL POWER POLE TELCO i --X—y' f -Y--X -X X--X--X--X--X--�-YI-X--X--X--X--X--X--X X--X•-X-X--X--X-_X--X--X--X--X--X-_X-_X-_Y-Y--X•-X•-X--X-_X X--X--Xk V O .R RACK I O O 2/C7.02 EXISTING LATTIC 1L TOWER E * �.! 'A * W�� EXISTING METAL O j BUILDING C W GATE CONCRETE ENCASEMENT OR HEAVY CONDUIT FOR GOING UNDER ROAD " C. STUB OUT E CONNECTION EXISTING METAL BUILDING CENTER OF PROPANE TANK EXISTING BO' GUY TOWER 150' MONOPOLE TOWER GENERATOR 7' HIGH CHAIN UNK FENCE SEE DETAIL 3/C1.01/C7.02 CAP FUTURE CO ABOVE GROUND CONTRACTOR NOTES: 1.CAP CONDUITS TO PREVENT WATER FROM DRAINING INTO SERVICE PROTECTION ENCLOSURE. E1.02 is M E1 NATIVE BACKFILL -\ #2 AWG SOLID TII COPPER BONDING CONDUIT #2 AWG TINNED K. POWER CONDUIT COPPER WIRE SIZED PER LOCAL BURIED BELOW m GRADE UTILITY REQUIREMENTS TELCO/PHONE CONDUIT E0.1 NO m TYPICAL UTILITY FOR SECONDAR7 NO SCALE IMPORTED SAND SERVICE DETAIL CADWELD GROUND RODS SEE DETAIL '4" THIS SHEET I:I•I •'1%'�'I I� FOUNDATION VARIES 4, ALL GROUND LEADS TO EQUIPMENT OR STRUCTURES PER SITE PLAN ABOVE GRADE FROM GROUND RING SHALL BE SEE FOUNDATION DWG, BONDED TO A GROUND ROD OR ON THE CONTINUOUS TYPICAL GROUNDING DETAIL #2 AWG SOLID TINNED COPPER WIRE WITHIN 18" FROM BONDED RODFOR TOWER FOUNDATIONS THEE GROUNDS ARENNOT T01BE BROU HT " NO SCALE c THROUGH CONCRETE. EXTEND 2" SCE 80 CONDUIT I I SOWER SUPPORTING 10' FEET UP TOWER `-lll `.j'l' TRANSITION TO 2" SCH 80 CONDUIT, FOR POWER TO TWR STROBE LIGHT 2" SCH 40 CONDUIT FROM POWER RACK FOR POWER TO TWR STROBE LIGHT CONTRACTOR NOTES : SELF SUPPORTING 1. PROVIDE AND INSTALL (2) - 4" CONDUITS BY CONTRACTOR TOWER STRUCTURE FROM TELCO/POWER RACK TO NEW SERVICE POLE FOR POWER. SECONDARY CONDUCTORS BY LOCAL UTILITY CO. CADWELD CONNECTIONS TO SEE ELECTRIC/TELEPHONE SERVICE ENTRANCE DETAIL TOWER LEG AS PER THE 1/E2.01/E2.02 . TOWER MANUFACTURER'S GGED STRANDED GROUNDING DETAIL DRAWING. 2• PROVIDE AND INSTALL (1) EMPTY 4" CONDUIT FROM TELCO/POWER RACK TO NEW SERVICE POLE AS INDICATED /-MAIN FOUNDATION PROVIDE (2) PULL STRINGS IN CONDUIT SECURELY REBAR TYPICAL FASTENED AT EACH END OF THE CONDUIT. PULL STRINGS TO BE 200LB TEST POLYETHYLENE CORD. 1/E2.01/E2.02 3. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF SPE/A-BOX, AND CABLE SUPPORT STRUCTURES. -1 SPE/A-BOX WILL BE SUPPLIED BY OTHERS. BTS AND OTHER EQUIPMENT CABINETS WILL BE FURNISHED AND INSTALLED BY OTHERS. I:I•I •'1%'�'I I� FOUNDATION VARIES 4, ALL GROUND LEADS TO EQUIPMENT OR STRUCTURES PER SITE PLAN ABOVE GRADE FROM GROUND RING SHALL BE SEE FOUNDATION DWG, BONDED TO A GROUND ROD OR ON THE CONTINUOUS TYPICAL GROUNDING DETAIL #2 AWG SOLID TINNED COPPER WIRE WITHIN 18" FROM BONDED RODFOR TOWER FOUNDATIONS THEE GROUNDS ARENNOT T01BE BROU HT " NO SCALE c THROUGH CONCRETE. EXTEND 2" SCE 80 CONDUIT I I SOWER SUPPORTING 10' FEET UP TOWER `-lll `.j'l' TRANSITION TO 2" SCH 80 CONDUIT, FOR POWER TO TWR STROBE LIGHT 2" SCH 40 CONDUIT FROM POWER RACK FOR POWER TO TWR STROBE LIGHT FROM .; . MAIN FOUNDATION REBAR TYPICAL I\ FOUNDATION VARIES PER SITE PLAN SEE FOUNDATION DWG. POWER RACK BE LIGHT il� ; NUMBER OR LETTER OF SECTION OR f DETAIL DRAWING ON WHICH -`-DRAWING ON WHICH SECTION OR DETAIL SECTION OR DETAIL IS TAKEN IS SHOWN SECTION/DETAIL KEY E2.01 DOUBLE THROUGH - BOLT FLEX 1" JUMPER GATE POST CABLE 24" LONG 2 HOLE GGED STRANDED #6 BRAIDEDROR COPPER 2° CONDUIT 5 FOR TWI CRIMP ON LUG NO SCALE BURNDY YA3C- E1.02 E2.01 2TC38 CADWELD CONNECTION (TYPICAL) LD CONTINUOUS #2 AWG SOLID TINNED GROUND COPPER WIRE DOUBLELEADS THROUGH BOLT G TO GRADE I18" MAX. TO FENCE POST DOUBLE EQUIP. EQUIPMENT TO BE SEE PLAN 1/4" ABOVE Ij8" MAX. CADWELDED TO GROUND i `G THROUGH RING WITHIN 18' OF G— BOLT OR SINGLE POINT CONCR E CADWELD.GROUND CADWELD. SINGLE ROD. FOOTING NEAREST GROUND GROUND ROD OR -SEE NOTE #6 ON COUNTERPOISE SHEET "E1.01" SEE GRADING PLANEQUIPMENT CONNECTION PICAL GROUNDING AT FENCE GATE POST 4 SINGLE POINT GROUND ROD SCALE NO SCALE E1.01 E2.01 FROM .; . MAIN FOUNDATION REBAR TYPICAL I\ FOUNDATION VARIES PER SITE PLAN SEE FOUNDATION DWG. POWER RACK BE LIGHT il� ; NUMBER OR LETTER OF SECTION OR f DETAIL DRAWING ON WHICH -`-DRAWING ON WHICH SECTION OR DETAIL SECTION OR DETAIL IS TAKEN IS SHOWN SECTION/DETAIL KEY E2.01 NEW OR EXISTING POLE WITH TRANSFORMER BY LOCAL UTILITY, SECONDARY VOLTAGE 240/120 V SINGLE PHASE - 3 WIRE. 800 AMP SERVICE CONNECTION WITH APPROPRIATE GROUNDING TERMINATE POWER CONDUITS (2) WEATHERHEADS AT ELEVATION REQUIRED BY LOCAL UTILITY-� COMPANY. (2) 2" OR 4" C, BY CONTRACTOR, CONDUCTORS BY LOCAL UTILITY COMPANY WITH 6" STAND-OFF BRACKETS EVERY 5'-0" UP POLE (TYP POWER AND COMMUNICATION CONDUIT) (2) 2" OR4" C. BY CONTRACTOR, CONDUCTORS BY LOCAL UTILITY CO. TO TELCO/POWER RACK. 2" OR 4" TELCO/PHONE CONI TO TELCO/PHONE BOX t SEALING BUSHING INCOMING OVERHEAD TELEPHONE " TELCO CONDUIT fl I� 'i FINISHED GRADE fTl GROUNDWIRE�SIIGROUND RODY SEE DETAIL 2/E1.01/E2.02 2 GROUNDING BY LOCAL UTILITY CO. SERVICE POLE ENTRANCE DETAIL NO SCALE E0.11 E2.02 TOP OF GROUND _M -rrl�r 18" MIN. 1 } "11130' MAX. #2 AWG SOLID- `� TINNED COPPER WIRE EXOTHERMIC WELD TREATED WITH TWO (2) / COATS COLD GALV. PAINT 2 TYPICAL GROU 1 NO SCALE E1 L. WWHHtERE MULTIPLE RODS ARE REQUIRED, SPACE 10' APART, 5/8" DIA. COPPER CLAD STEEL GROUND ROD 10' LONG OD DETAIL SQUARE - IUNI- STRUT �I HSQN100EG CONDUIT UNI -STRUT CHANNEL NUT -J11" HOT DIPPEDA P1008U J GALVANIZED 1„ UNI -STRUT ALL THREAD P1001 (10" LONG) 3 CONDUIT TO POLE (6" OFFSE NO SCALE (TYP POWER & COMMUNI E2.02 E2.02 WOODEN POWER POLE -NUMBER OR LETTFR OF SECTION OR DETAIL DRAWING ON WHICH-, -DRAWING ON WHICH SECTION OR DETAIL SECTION OR DETAIL IS TAKEN IS SHOWN SECTION/DETAIL KEY E2.02 y m 0 :q: Li METER CENTER POWER DISTRIBUTION UNISTRUT FRAME. SEE DETAIL '2" ON SHEET C7.02. 2"C. 3 I FINISHED GRADE 1#10 GND , jl CON/ DU ; ;. 7 ITS :. r' : ;. e.", .. =UTURE JT (NP) TELCO/POWER RACK — FRONT VIEW NO SCALE `E2.03 i R DISTRIBUTION METER CENTER. 5 UNIT SERVICE %NCE. NEMA 3R ENCLOSURE. G.E. #TMM6520R MAIN LUGS W/ COPPER BUS, WITH LUGS FOR 500MCM CU PARALLEL FEED FROM UTILITIES. 120/240 VAC, RE, SINGLE PHASE. ONE 100A HOUSE BREAKER THQL21000, #THQL KIT; FOUR 200A TENANT BREAKERS TQD22200 SOCKETS, #TQD KIT. PROVIDE SEPARATE NEUTRAL '.ROUND BUS. CABINET, 30" x 36" x 12", NEMA 3R ENCLOSURE fA-363012LP WITH PLYWOOD PANEL AND DOOR LOCK KIT. E CAT. #24308RHC LOCK KIT HOFFMAN CAT. #A-CLSH12 'PROVED EQUAL. THE ENCLOSURE SHALL CONTAIN A RECEPTACLE, DOOR SWITCH & TELCO SURGE SUPPRESSOR (T1S SERIES). SUPPRESSION DEVICE NEMA MMK-B T0. NORTHERN T CHNOL0GIES4R WOINGLDETAIL FOR PIROPER .LATION. ONOUITS FOR FUTURE USE TO BE STUBBED AT LOCATIONS SHOWN CAWING E1.02 �1 E2.03 UNISTRUT FRAME. SEE DETAIL "2" ON SHEET C7.02. TO BE PROVIDED BY CONTRACTOR yOUV `'ufu b o Cal h m r`` q O h m O E2.04 -1 ILLeLOSURE (2) 2 1/2" RGS CONDUIT O❑ O ❑ ALL 4" RGS CONDUITS WITH AREOQUIP O O• ❑VIA. TO THE MAIN UTILITY POLE UNDERGROUND OR OVERHEAD UTILITY BY CONTRACTOR O/4' C. W/ #2/0 GROUND O(3) 2 1/2" RGS CONDUITS FOR FUTURE CARRIERS. 2"C. 3 I FINISHED GRADE 1#10 GND , jl CON/ DU ; ;. 7 ITS :. r' : ;. e.", .. =UTURE JT (NP) TELCO/POWER RACK — FRONT VIEW NO SCALE `E2.03 i R DISTRIBUTION METER CENTER. 5 UNIT SERVICE %NCE. NEMA 3R ENCLOSURE. G.E. #TMM6520R MAIN LUGS W/ COPPER BUS, WITH LUGS FOR 500MCM CU PARALLEL FEED FROM UTILITIES. 120/240 VAC, RE, SINGLE PHASE. ONE 100A HOUSE BREAKER THQL21000, #THQL KIT; FOUR 200A TENANT BREAKERS TQD22200 SOCKETS, #TQD KIT. PROVIDE SEPARATE NEUTRAL '.ROUND BUS. CABINET, 30" x 36" x 12", NEMA 3R ENCLOSURE fA-363012LP WITH PLYWOOD PANEL AND DOOR LOCK KIT. E CAT. #24308RHC LOCK KIT HOFFMAN CAT. #A-CLSH12 'PROVED EQUAL. THE ENCLOSURE SHALL CONTAIN A RECEPTACLE, DOOR SWITCH & TELCO SURGE SUPPRESSOR (T1S SERIES). SUPPRESSION DEVICE NEMA MMK-B T0. NORTHERN T CHNOL0GIES4R WOINGLDETAIL FOR PIROPER .LATION. ONOUITS FOR FUTURE USE TO BE STUBBED AT LOCATIONS SHOWN CAWING E1.02 �1 E2.03 UNISTRUT FRAME. SEE DETAIL "2" ON SHEET C7.02. TO BE PROVIDED BY CONTRACTOR yOUV `'ufu b o Cal h m r`` q O h m O E2.04 SBA ELECTRICAL SPECIFICATIONS I. SCOPE: PROVIDE LABOR, MATERIAL AND EQUIPMENT ETC., REQUIRED TO COMPLETE THE INSTALLATION SHOWN ON THE DRAWINGS. 2. CODES AND STANDARDS: INSTALLATION SHALL COMPLY WITH APPLICABLE LAWS AND ORDINANCES, UTILITY COMPANY REGULATIONS AND APPLICABLE REQUIREMENTS OF LATES EDITIONS OF: A. UL - UNDERWRITERS LABORATORIES B. NEC - NATIONAL ELECTRICAL CODE C. NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION D. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT. 3. PERMITS: OBTAIN AND PAY FOR REQUIRED PERMITS, LICENSE, FEES, INSPECTIONS, ELECTRIC AND TELEPHONE SERVICES. 4. COORDINATION: COORDINATE WORK WITH THE ELECTRIC AND TELEPHONE COMPANIES PRIOR TO ANY SERVICE WORK AND WITH ALL TRADES INVOLVED. 5. RECORD DRAWINGS: MAINTAIN A RECORD OF ALL CHANGES AND SUBSTITUTIONS BETWEEN WORK AS SPECIFIED AND AS INSTALLED. RECORD CHANGES ON A CLEAN SET OF CONTRACT DOCUMENTS WHICH SHALL BE TURNED OVER TO OWNER UPON COMPLETION OF PROJECT. 6. IDENTIFICATION: IDENTIFY MAJOR PIECES OF EQUIPMENT - PANELBOARDS, DISCONNECT SWITCHES, ETC., WITH VOLTAGE, AND WHETHER IT IS SINGLE PHASE OR THREE PHASE. USE PERMINANT LAMINANT INGRAVED NAME PLATES. ALL LETTERS TO BE WHITE, 1/4" HIGH, ON BLACK BACKGROUND, UNLESS NOTED OTHERWISE. ATTACH NAMEPLATES WITH STAINLESS STEEL SCREWS, PROVIDE BLANK NAME PLATE FOR ALL FUTURE SPACES, 7. GUARANTEE/WARRANTY: GUARANTEE INSTALLATION TO BE FREE OF DEFECTS, SHORTS, GROUNDS, ETC. FURNISH WARRENTY SO THE DEFECTIVE MATERIALS AND WORKMANSHIP WILL BE REPAIRED/REPLACED IMMEDIATLEY UPON NOTIFICATION AT NO COST TO OWNER. 14. ELECTRICAL SERVICE: 240/12OV, SINGLE PHASE, 3 WIRE, 800 AMP, UNDERGROUND SERVICE TO THE METER CENTER AT THE TELCO/POWER RACK. CONDUITS BY CONTRACTOR. SECONDARY CONDUCTORS BY LOCAL UTILITY COMPANY, 15. TELEPHONE SERVICE: PROVIDE CONDUITS AS INDICATED ON DRAWINGS. TELEPHONE CABLE SHALL BE RUN AT THE DEMARCATION POINT THROUGH A SURGE PROTECTION DEVICE. TELEPHONE CABLE SHALL BE ROUTED INTO THE SITE USING PVC CONDUIT FROM THE SITE TELCO ENCLOSURE TO TELEPHONE COMPANY SERVICE POLE OF PEDESTAL. B. DITCHING AND BACKFILL: PROVIDE FOR ALL UNDERGROUND INSTALLED CONDUIT AND/OR CABLES. 9. RACEWAYS: CONDUITS SHALL BE SCHEDULE 40 PVC CONDUIT (MEET UL STANDARDS G51 AND NEMA TC2-1990) AND ENCASED IN CONCRETE WHERE CONDUITS CROSS UNDER DRIVEWAYS/ ROADWAYS. EXPOSED CONDUIT SHALL BE RIGID GALVANIZED STEEL CONDUIT. PLUG AND CAP EACH END OF THE CONDUIT AND PROVIDE PULL STRING - 200 LB. TEST POLYETHYLENE CORD. ALL CONDUIT BENDS SHALL BE A MINIMUM OF 24 -INCH RADIUS. RGS CONDUITS WHEN SPECIFIED, SHALL BE UL APPROVED GALVANIZED STEEL. ALL FITTINGS SHALL BE SUITABLE FOR USE WITH THREADED RIGID CONDUIT. ZINC OXIDE COAT THREADS OF FIELD THREADS. 10. SUPPORTS: AS REQUIRED BY NEC. 11. CONDUCTORS: USE COPPER STRANDED, 60OV, TYPE XHHW-2 WITH CROSS-LINKED POLYETHLENE INSULATION FOR NO. 10 AWG AND LARGER WIRE. 12. PANELBOARDS: SEE DETAIL 1/EO.11/E1.02/E2.03 13. GROUNDING: MAIN GROUNDING CONDUCTORS SHALL BE A MINIMUM OF #2 AWG SOLID BARE TINNED COPPER. GROUND BARS SHALL BE 1/4-INCHTHICK, 4 -INCHES WIDE, SOLID COPPER PLATE PRE -DRILLED; 15/16 -INCH SPACING BETWEEN HOLES TO MATCH ANDREWS GROUND KITS. GROUND BARS SHALL BE MOUNTED ON SUITABLE INSULATION STANDOFF BRACKETS. SITE MASTER GROUND BUS SHALL BE INSTALLED AT THE SERVICE ENTRANCE LOCATION AND BE CONNECTED WITH A #2 AWG SOLID BARE TINNED COPPER CONDUCTORS CONNECTED TO A GROUND ROD DIRECTLY BENEATH IT LOCATED ON THE EQUIPMENT STRUCTURE COUNTERPOISE. THE DISTRIBUTION OF GROUNDS ACROSS THE MASTER BUS SHALL BE FROM LEFT TO RIGHT; SURGE PRODUCERS; SURGE ABSORBERS (INCLUDING LEAD TO THE OUTSIDE ROD); EQUIPMENT NOT REQUIRING AN ISOLATION GROUND; THE LEAD TO THE ISOLATED GROUND BUS BAR. OTHERWISE, INSTALL AS INDICATED ON DRAWING E2.02, DETAIL GROUND RESISTANCE TO BE 5 OHM MAXIMUM. ALL EXOTHERMIC WELDS SHALL BE TREATED WITH TWO COATS OF A ZINC RICH COLD GALVANIZING PLATE, V on I ti Op E2.06 0