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HomeMy WebLinkAboutPLANS 3 - 01-00032 - SBA Network Services - Cell TowerTOW R INC SBA0 t:`•s':ti: :•r;;;:::::.:iii: 0 �, ENHANCED BASE TRANSCEIVER SYSTEM wBA o�F SITE NAME: REXBURG, IDAHO SITE SITE NUMBER: UISS 660001= 034 „I 'M 0 V O PROPERTY OWNER: SBA NETWORK SERVICES ONE TOWN CENTER ROAD, 3RD FLOOR BOCA RATON. FLORIDA 33488�I C.00 TELE SHEET 8 VICINITY MAP I� SITE NAME: REXBURG, IDAHO C0O.01 GENERAL NOTES O O APPLICANT: SBA TOWERS, INC. 4424 SOUTH 700 EAST SALT LAKE CIN, UTAH 84107 SEE NUMBER: UISS 66OD01-034 TYPE OF CONSTRUCTION: COMMUNICATION TOWER MONOPOLE TOWER CO.02 SITESURVEY C1.00 DEMOLITION PLAN C1.01 SITE PLAN C1.02 SITE ACCESS PLAN C3.01 SITE GRADING PLAN V " CONTACT: SCOTT C. STRINGFELLOW (801) 313-1480 EXT. 402 OC OPE IV (UC) CO -NO BUILDING REQUIRED TYPE N (UP) CONSTRUCTION PROPERTY LOCATION: 1145 S 2ND EAST C7.01 DETAILS C7.02 DETAILS E0.01 ELECTRICAL GENERAL REO'S.AND LEGEND ^ o REXBURG, ID 83440 EO.11 SITE ELECTRICAL B TELEPHONE SERVICES �I W A - • Y- -• - t 1 APN: N/A CURRENT USE. PASTURE/COMMUNITY E7.01 GROUNDING PLAN E1.02 SERVICE PLAN E2.01 DETAILS E2.02 DETAILS E2.03 TEL CO/POWER RACK- FRONTVIEW E2.04 TELCO/POWER RACK -BACKVIEW E2.05 DETAILS&SCHEMATIC CVI: 4 . ^ I APPROVED BY: INITIALS: DATE: LANDLORD ll ' CURRENTZONING AGRICULTURE FRONT E2.06 GENERAL NOTESA r9 LEASING SETBACKS: -5' SIDES-5 Z ZONING BACK -5' PROPERTY SIZE: 1O,DO0 SO. FT. n' 8 44 x"11 r T.M. B.P.M. •� YjF9///0/ �O CF O N Ubiqurrol A�TO.\SI C VICINITY MAP APPROVALS PROJECT SUMMARY SHEET INDEX 0.00 GENERAL NOTES: 1. The Contractor is responsible for all means and methods of construction. Safety is the responsibility of the Contractor. All work shall be performed in accordance with OSHA requirements. If the temporary lighting and marking is required by the Federal Aviation Administration (FAA) it is the Contractor's ~ °0 0 responsibility to maintain the necessary lights and notify the proper authorities in the event of problems. ws� 2. The Contractor is responsible for site layout and construction staking. Location r44 of existing utilities and topography must be confirmed by the Contractor prior to bid submittal. 3. The Contractor is responsible for maintaining positive drainage on the site at all times. Silt and erosion control shall be maintained on the downstream side of td the site at all times. Any damage to adjacent properties will be corrected at the Contractor's 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. 8. 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. n AM CO.01 EDlRNO GRAVEL ROAD &�TOWER E'MMa ,*A_'FT7 I I I 1 I I I j1 Y 0 LATRUDE 43'48'05.82' N IDNGTRIDE 111'45'40.30' W GROUND ELEVATIDN 5163 FEET PUNNED STRUCTURE M. 150 FEET OVERALL HEIGHT 5313 FEET 1D 0 YO 40 00 Scale 1" = 20' G 8 M'15' W IMM FT Win\ L— aw. �VIMD PROP. COR ma OF SWJEw N OV3R'51' E 2517A4 ET 1/4m m.02 RECORD OF SURVEY NUEVEYOR'N CM=C►Ts I ONE J. IIOBMWN, 0o NERFBI CERRT THAT I M A 11mESIEIIFD UNO BIIRVEYpA AND TAT I HOD ICFME NUMBER IND] N PRESCRIBED UNDER WE LATE MATHER ME SPITEAMI �'OF 1WE�ONNS [51 11AiDP UNRBE ENGINEERING,IC, OF R UTM WYE PRFDMES TIS PUT FROM WE OREDML NLD NOTES AIDE OURAID TRACT OFF UNO NA ON�rM PLAT OF EAND TAT THIS PUT S A TWE AND ACCUMR AV OF TIL AND SUINOTED. ORIGDUL DEWRWOON STEVEN YCNCL UNL DIM N0. 4060015 RRUNNINO AT A PONE TAT IS NORM "NO TIE SECOUN UNE 1503A1 FEET FROM THE SOVONTSE CORNER OF SECTOR 3E MWIHNIP 5 NORM, RANGE 40 FAST OF TIE BOE MEARIDAV; pJNNpO THENCE 100.00 FEET FAST, TIERCE 1DOLO FEET MORA, THENCE 100.00 FEET WEST, THENCE 100.00 FEET SOUTH 10 TRE POM OF 013110 . SUR"M DESCRIPOON RDTBURO LEASE BIR BEGINNING AT A POM MM B X0001'45' W AIDNG 11E SECTION UNE 1010.24 FEET (NORM ISDSII FEET BY ROWRD] FROM ME SOUTIINEST CO OF SECTION 32, IOWNI B NORM, RANGE 10 EAST OF THE ROSE NEW MAN; ROOIOG THENCE N 15565'15' E 100.00 FEET [ENIT BY RECORDI, THENCE N 009.3'45' E 100.00 FEET [NORM MY RECORD]. TNEMCE S RPRO'IS' W 100.00 FEET ['= BY REOIDI. THENCE SOIDS'45' W 100.00 FEET [SOUTH W REDDRDI, TO ME POOR OF BEGINNING. NNW 5 m OF BENONR N 0W05'01' E 2ASEA4 FT BEFFERN TIE Tp�o1' 5 NORM, MICE 10 Fes. i11T0 LV YFADVM 3' 1- TIE PN MR A 3015 SURVEY B 1p PROMRE IED4L AOCEM1 IDTB EOR . iM1YCOVER rre SRF. MUTY MO ACCfS1 UfdEM1t, 2- WERE i A DBDREPMLT IN ME TE FROM =ON OOMER TO TIE POW OF MORNMNO. TIE IDOD11D IDCA104 OF ME WNEOT PARCEL B 15A FEET SOUM OF ME EXOTIND 910 SUNRISE ETNGINMUNG, INC. /�_ SBA �,' SBA TOHERS, INC. BUNRI5E _ ' ' REXBURG - BASE TRANSCEIVER SITE CONSULTING ENGINEERS & LAND SURVEYORS ENGINEERING a�y`,gRmia f&Vr SOMW BUMEW PART MIM S4111E' 8s0 nm (90l) OBs-0100 �q ' BRAP= UTAx 8MW AM' (001% ass-OssO Sr pUAB1SR or s6E770N sP, rosxsllJP 9 x0RM R"af WO 6A.47; 8066' 10fJPmL4x .E.s SO= COW GATE LOCATION \ TO RIEMAN THE SAME REMOVE EXISRNG REPLACE WITH SBA SEE DETAIL 3/C1.01 (TYP EACH EXISTING OFFSET 70 BE HELD AS MINIMUM DISTANCE FOR ALL OTHER STRUCTURES EXISTING LATTICE TOWER EXISTING \ / / / / / / / / / / / /N / / / IXC / TO / AU TO / TD METAL BUILDING / 1� 1N GENERATOR GUY TOWER 'ED. REMOVE B. EXISTING D BE RELOCATED EXISTING WITH THIS CARRIER TO CONTRACTOR TO RETAIN AND 0 R q C1.00 TELCO PEDEPHONE� q POWER RACK 2/C7.O2 r w- w-r-},r-17--w_x'_w._,r-_w_,r�_,r-_w_,!`-w-w-w_w_x__x__w-w_w_,r.._,r-_w_a•-_,r-_•r-_._w-w_x--w-w-w_•,,,�_x__w'•h-� p O N •' EXISTIN j I LATTICE D : h� 3' o TOMER i W IJ IT a r EXIS71NGMETAL BUILDING I y v GATE PUCE ALL WIRE IN 6' CONDUIT 5' EITHER SIDE OF GATE OPENING. r CONDUIT SHALL BE ADS CORRUGATED " PROPANE GENERATOR I AND S; PIPE OR APPROVED EQUAL AND SHALL BE BURIED A MINIMUM TANK i OF 1-1/2 FEET DEEP FROM THE i TOP OF THE PIPE EXISTING z IXISIINC BO' GUY TOWER T METAL H i BUILDING 7' HIGH CHAIN LINK FENCE W SEE DETAIL 3/C1.O1 /C7.O2� PROPOSED CARRIER LOCATION 5' N t CENTER OF TOWER I LATITUDE = 4548'05.92' N r LONGITUDE - 111'46'40.30' W PROPOSED 150' MONOPOLE TOWER GROUND ELEVATION - 5183.5 FEET �1 •H PLANNED STRUCTURE HEIGHT - 150 FEET O %r. TOP OF TOWER ELEVATION - 5313,5 FEETPROPOSED o CARRIER PAD I OFFSET DISTANCE \) inv::.• J 5 m,P) U7 PROPOSED y5 )8 CARRIER PAO IAGTION GRAVEL ENTIRE SITE WITH T:;lI%•i'i:%:: .fi:4x•• A MINIMUM OF 4' OF STONE. C r:q; n.;;;x ^••••'• q USE MARIFl 500 TON ENTIRE,•.......• tip L W F Y.�i$:4iff•i:ii%+" ....... : i:f%UiHOi;:;; ,. CONTROL UNDER ENTIRE '%iitiAiii:4�%'.diL%%I'%^iiilri'•ri:.::e�.; �; y�.T•i•. COMPOUND. 1/C1.O1/C7.O1 5' rvic::r'!';;6!.iiii%�i'�%;i:%^:�$i."•.i'i'i%ii;:�r i:y:.G::.$L'ni ern. " ) • LC `i ,�iztI+.. ....... ..... ate. 8844 s' o �OF ,T C1.01 a Vo �R� PROPOSED SITE LOCATION SEE SHEET C0.O2 FOR SITE LEGAL DESCRIPTION W EXISTING GRAVEL ROAD 1qN 9 q 3 z QJ K z 0 y � m who � w w W � Q StioN L r W SKYVIEW ORryE T [ 3 a 8844' T' C1.02 EXISTING CONTOUR (IYP)\ x--z- - x x, F—x--x- >�x--x--x--x--x--x -xfx-----x--x- x / � .x W a �I x NO GRADING REOUIRED I WITHIN HATCHED AREA p0 GATE / / I x / x / I x A I I I D x i1i�a xx I u u x x ICI izA i x 14 I x x THIGH CHAIN LINK FENCE m PROPOSED SEE DETAIL J/CL01 /CL02 PD r\ \ x LORCATIONIER M ❑ x I x I x O t x x v^ _ I CENTER OF TOWER x LATITUDE 43`48'05.92" N x N I LONGITUDE - 111'45'40.30' W PROPOSED 150' UONOPOLE TOWER GROUND ELEVARDN - 5153.5 FEET x PLANNED STRUCTURE HEIGHT - 150 FEET x O m TOP OF TOWER ELEVATION - 5313.5 FEET 'V4C I I W O PROPOSED CARRIER PAD I w RRIERXIN x w PROPOSED I CARRIER PAD LOCATION x 5153- , '� L r'Ll W NOTES:.�� �\ V --x--x--x--x--x--x--x--x--x--x--x--x--x--x--x--x--x--x--x--x--x 1, TYPICAL FINISH GRADES ARE TO TOP OF STONC. 2. REMOVE TOPSOIL AND PLACE COMPACTED FILL TO BRING SITE TO PROPOSED GRADE. 8844 °o 3. PROVIDE VEGETATION CONTROL FOR SUBGRADEr� PRIOR TO PLACEMENT OF STONE. �c`L9� 4. EROSION MAT REQUIRED ON SLOPES STEEPER CIS 1. THAN 2:1. 9F\C3.01 FENCE -1 ALL EXISTING GRASSED AREAS DISTURBED BY THIS WORK TO BE GRASS—SEEDED IN ACCORDANCE WITH STONE" SPECIFICATIONS, IF SO SURFACE NOTED ON PIANS 4" OF 1/2"f "—USE MIRAFI 500 FABRIC VEG. CRUSHED ROCK CONTROL UNDER ENTIRE COMPOUND. EXISTING SUBGRADE 1 TYP. SITE EDGE DETAIL NO SCALE C1.01 C7.01 6'-0" TO 10'-0" POST SPACING OR AS PER MANUFACTURERS RECOMMENDATIONS NOTES: 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. 2 SILT FENCE DETAIL AS REQ'D. NO SCALE C3.01 C7.01 NUMBER OR LETTER r OF SECTION OR DETAIL G) DRAWING ON WHICH- DRAWING ON WHICH SECTION OR DETAIL SECTION OR DETAIL IS TAKEN IS SHOWN SECTION/DETAIL KEY C7.01 O O t h O w W O O FILTER FABRIC CLOTH u WOOD OR STEEL POST NOTES: 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. 2 SILT FENCE DETAIL AS REQ'D. NO SCALE C3.01 C7.01 NUMBER OR LETTER r OF SECTION OR DETAIL G) DRAWING ON WHICH- DRAWING ON WHICH SECTION OR DETAIL SECTION OR DETAIL IS TAKEN IS SHOWN SECTION/DETAIL KEY C7.01 O O t h O w W O O 2.07- 3" TYPE II BASE COURSE - 4" PIT RUN MATERIAL 3" O.D. SCH. GALVANIZED STEEL PIPE, CONNECT UNISTRUT TO PIPE WITH P1119 CLAMPS (TYP.) 1 \ ACCESS ROAD — TYPICAL SECTION I lk ) NO SCALE FINISHED GRADE C1 TOP AND BOTTOM — RAILS 1-5/8" O.D. SCH40 GALV. STL. PIPE M I 3.0" O.D.-/ CORNER, END, AND PULL POSTS �- 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. SCH4D 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 I [METER CENTER POWER DISTRIBUTION 4'-0" 3" GALV. PIPE CAP IN 3 PLACES TELCO ENCLOSURE O 1000 ,) 111111 I I O.D. SC. GALVANIZED STEEL PIPE so I N I I au L 2 TELCO POWER RACK — ELEVATION NO SCALE E2,0 C7.02 E2.04 GATE POST 4,0" O.D. SCH40 GALV. STL. PIPE. TOP OF POST TO BE VERT. (NO OVERHANG) 3 STRANDS BARBED WIRE AT 6" OC 2-8' VEHICLE ACCESS GATE W/ 1-5/8" O.D. SCH40 GALV. STL. PIPE GATE FRAME L- LOCKING CHAINS W/PADLOCK. MUSHROOM TYPE CENTER IATCH STOP AND TWO HOLD OPENS REQUIRED. HOLD OPENS & MUSHROOM SHALL BE SET IN 18" X 12" DIAMETER CONCRETE. 4 VEHICULAR GATES NO SCALE C1.01 C7.02 3" O.D. SCH. 40 GALVANIZED STEEL PIPE, (NP) NUMBER OR LETTER OF SECTION OR DETAIL DRAWING ON WHICH DRAWING ON WHICH SECTION OR DETAIL SECTION OR DETAIL IS TAKEN IS SHOWN SECTION/DETAIL KEY C7.02 0 Cl 0130❑ 000 O❑ 3" GALV. PIPE CAP IN 3 PLACES TELCO ENCLOSURE O 1000 ,) 111111 I I O.D. SC. GALVANIZED STEEL PIPE so I N I I au L 2 TELCO POWER RACK — ELEVATION NO SCALE E2,0 C7.02 E2.04 GATE POST 4,0" O.D. SCH40 GALV. STL. PIPE. TOP OF POST TO BE VERT. (NO OVERHANG) 3 STRANDS BARBED WIRE AT 6" OC 2-8' VEHICLE ACCESS GATE W/ 1-5/8" O.D. SCH40 GALV. STL. PIPE GATE FRAME L- LOCKING CHAINS W/PADLOCK. MUSHROOM TYPE CENTER IATCH STOP AND TWO HOLD OPENS REQUIRED. HOLD OPENS & MUSHROOM SHALL BE SET IN 18" X 12" DIAMETER CONCRETE. 4 VEHICULAR GATES NO SCALE C1.01 C7.02 3" O.D. SCH. 40 GALVANIZED STEEL PIPE, (NP) NUMBER OR LETTER OF SECTION OR DETAIL DRAWING ON WHICH DRAWING ON WHICH SECTION OR DETAIL SECTION OR DETAIL IS TAKEN IS SHOWN SECTION/DETAIL KEY C7.02 ELECTRICAL STANDARDS LEGEND GENERAL ELECTRICAL REQUIREMENTS FORCED AIR HEATER ----------------- DIRECT BURIED GONOUF TELEPHONE JACK (DATA) NORMALLY CLOSED PUSHBUTTON ® HEATER 1. THE COMPLETED APPLICABLE FEDERAL, AL, UTSTATE EINSTSHALL CONFORM TO ALL AND LOCAL CODE ORDINANCES AND 'W\l REGULATIONS. CONTRACTOR SHALL OBTAIN NECESSARY PERMITS CONDUIT RUN EXPOSED ® FUSE oto NORMALLY OPEN PUSHBUTTON AND INSPECTIONS REQUIRED BY THE GOVERNING AUTHORITIES. 120 V GROUND FAULT INTERCEPTOR ® BASEBOARD HEATER ALL WORK SHALL BE DONE IN A NUT, WORKMANLIKE, FINISHED rr ` f---- PROCESS FLOW DUPLEX RECEPTACLE O RUNNING TIME METER AND SAFE MANNER, ACCORDING TO THE LATEST PUBUSHEO N.E.CA. U p CFCI HEATER EXCHANGER STANDARDS OF INSTALUOON. UNDER COMPETENT SUPERMSIDN. C7 ELECTRICAL WIRING (PANEL CIRCUITS) 120 V OUPLEK RECEpTACLS, (- INSTALL GROUNDING AND ALL ELECTRICAL WORK AS REQUIRED BY WP WP (WEATHER PROOF) ® OR -1 F MOTOR STARTER - NUMBER INDICATES SIZE THE NATIONAL ELECTRICAL CODE AS WELL AS ANY OTHER ----•---•-•-- STRUCTURES 240 V RECEPTACLE 2 APPLICABLE CODES. Q 'F- NORMALLY CLOSED CONTACTS PLUNGER PUMP PNEUMATIC SIGNAL EM EMERGENCY BUG -EYE FIXTURE 2. NSR THE SITE PRIOR -{ N BIDDING TO BECOME FAMILIAR WWITH�- NORMALLY OPEN CONTACTS EXISTING CONDITIONS AND ALL OTHER FACTORS WHICH MAY ---------------- ELECTRICAL SIGNAL ❑J DISCONNECT SWITCH SCREW PUMP AFFECT THE EXECUTION OF THIS INCLUDEWORK. INCOE ALL RELATED 20A CIRCUIT BREAKER - UPPER NUMBER INDICATES F CONTACTOR OR STARLET, NUMBER DENOTES NEMA SIZE (� COSTS IN THE INITIAL BID PROPOSAL '�1 ti IAMP TRIP RATING -� TOUCHPLATE RELAY W OR ❑ SOLENOID VALVE 3. ALL MATERIALS SHALL BE NEW AND OF THE BEST QUALITY. W � C L4 PANEL OR COMPONENT BOUNDARY -------•--- (AS INDICATED) 0 3P 0 - LOWER NUMBER INDICATES V'CJ MANUFACTURED IN ACCORDANCE WITH NEMA, ANSI. U,L OR POLE NORMALLY OPEN TIME OPEN CONTACT (NOM) OTHER APPLICABLE STANDARDS. THE USE OF MANUFACTURER'S , r_. -..-._ O w, Qy PANEL OR ENCLOSURE BOND TO METALLIC COLD WATER PIPE SV NAMES, MODELS AND NUMBERS IS INTENDED TO ESTABLISH NORMALLY CLOSED TIME OPEN CONTACT (NCTO) DR23 J -WAY SOLENOID VALVE C A 3 STYLE. QUALITY, APPEARANCE, USEFULNESS AND BID PRICE, "I ^`l9 - -MOTOR OVERLOAD qy PROPOSED SUBSiTRlT1DNS SHALL BE SUBMITTED IN WRITING X STAND-BY GENERATOR --IIS EQUIPMENT GROUND A NORMALLY OPEN TIME CLOSED CONTACT (NOTC) AND REVIEWED BY THE ENGINEER BEFORE ORDERING. ',11J A %%X DENOTES SIZE NORMALLY CLOSED TIME CLOSED CONTACT (NCTC)IVALVE WITH MANUAL OPERATOR 4. PROTECT ALL ELECTRICAL MATERIAL AND EQUIPMENT INSTALLED S �i UNDER THIS DIVISION AGAINST DAMAGE BY OTHER TRADES, T GROUND DETECTION THERMAL SWITCH n WEATHER CONDITIONS OR ANY OTHER CAUSES. EQUIPMENT UND DAMAGED OR IN GENERATOR MAIN EA• INDICATES ELECT. EQUIP. IN MCC 10 MOTOR - NUMBER INDICATES HORSE POWER RATING ELECTRIC MOTOR OPERATED VALVE RREEJECTED AS DDEFECTIVE, OTHER THAN NEW CONDITIONS WILL BE BREAKER IY I (MODULATING OR NON -MODULATING) - < y Q INDICATES ELECT. EQUIP AT LOAD ® VOLT METER 5. LEAVE THE SITE CLEAN, REMOVE ALL DEBRIS, EMPTY CARTONS, M TOOLS, CONDUIT, WIRE SCRAPS AND ALL MISCELLANEOUS V STANDBY POWER GENERATOR MOTOR OPERATED VALVE WITH SPARE EQUIPMENT AND MATERIALS USED IN THE WORK DURING INDICATES ELECT. EQUIP. IN VOLT METER SWITCH 0 N ALARM/CONTROL PANEL LIAR SWITCH ASSEMBLY CONSTRUCTION. ALL COMPONENTS SHALL BE FREE OF DUST, WALL PACK � FLOW METER I I GRIT AND FOREIGN MATERIALS, LEFT AS NEW BEFORE FINAL ®7'-2* ABOVE FLOOR �H DEVICE LOCATED IN MOTOR CONTROL CENTER ACCEPTANCE OF WORK. WALL PACK WITH PHOTO CELL RE ELAPSED TIME METER S NON -MODULATING PNEUMATIC S. All CONDUCTORS SHALL BE THHN/THWN COPPER, RATED AT WP PC 7'-2' ABOVE fL00R TERMINAL BLOCK OPERATED AIR SUPPLY ♦ LIGHT SWITCH, SINGLE POLE, MOUNT 500 VOLTS UNLESS OTHERWISE NOTED. j12 AWG OR SMALLER, C� 2 LAMP 4'-0" FLUORESCENT FIXTURES - i 4'-B" ABOVE FLOOR ON BUILDING WALL MFM MAG FLOW METER TO BE SOLID COPPER, EXCEPT ON MOTOR CONNECTIONS THEN INTERIOR UGHT FIXTURE VALVE WITH DOUBLE ACTING STRANDED WIRE MUST BE USED. ALL OTHER CONDUCTORS, /10 UGHT SWITCH, 3 -WAY, MOUNT I CYLINDER AWG AND URGER, SHALL BE STRAWED. ED COPPER WIRE. NO IG_.J 2 LAMP 4'-0' FLUORESCENT FIXTURES - $ 4'-B" ABOVE FLOOR ON BUILDING WALL VENIURI FLOW METER _ COMPUTER INPUF ALUMINUM WIRE WILL BE ALLOWED. 0 SURFACE MDUNTED FIXTURE 3 0�o LIMIT SWITCH ®~ - (Y - NUMBER OF SIGNALS) MANUAL STARTER, WITH OVERLOAD PROTECTION, 7. ALL UNDERGROUND CONDUR TO BE SCHEDULE 40 PJC. Llla 2 LAMP 4'-D' FLUORESCENT FIXTURES - ® MOUNT 4'-B" ABOVE FLOOR ON BUILDING WALL _y COMPUTER CONTROL OUTPUT MINIMUM DEPTH 30', MINIMUM SIZE 1'. ALL UNDERGROUND IMM �E� WITH COLD WEATHER BALLAST LEVEL PROBE (P - NUMBER OF SIGNALS) ELBOWS SHALL BE RIGID LONG SWEEP WRAPPED WITH 3M-50 B SHALL BE MOUNTED UNDER ROOF JOIST ° 10 MIL PIPE WRAP OR APPROVED EQUAL. CONTRACTOR TO �pOO Q INDICATOR UMP -LETTER INDICATE COLOR AMMETER SWITCH LEVEL FLOAT SNITCH II1 114. -"I f ORIFICE FLOW METER OPEN AND ALL ORCHES -COMPACT BACKFILL IN 8" of FLOW SWITCH LIFTS TO DSTX. MAX DENSITY. DA AREA UGHT AND POLE - TYPE S AMMETER SCALE SELECTOR SWITCH 0r PRESSURE SWITCH B. ALL EXPOSED CONDUIT SHAD. BE IMC OR RIGID STEEL M INDICATESISTRIBUTION TY � IS:t FLASHING BEACON - LETTER INDICATES COLOR r TOUCHPLATE TRANSVERTER E INSTRUMENT TRANSFORMER O FIELD MOUNTED INSTRUMENT CONDUIT, WITH A MINIMUM SIZE OF 3/4'. //�� ® PHOTOCELL $T CT (-1 PANEL MOUNTED INSTRUMENT B ELECTRICAL TRICSAFAL SWITCHES AND OTHER DISTRIBUTION AND CONTROL TOUCHPUTE SWITCH g CURRENT TRANSFORMER y FIECTRICAL EQUIPMENT SFW1 BE RATED FOR HEAVY DUTY 0 EXHAUST FAN ® RELAY }-3 � POTENTIAL TRANSFORMER SERVICE O ,..., 10. ALL WIRING DEVICES SHALL BE SPECIFICATION GRADE GROUNDED t00W LIGHT FIXTURE .vvvX POWER TRANSFORMER BODY TYPE DEVICES. 1� D) OR ❑H AUDIBLE ALARM OR HDRN TR1 TIMING RELAY ❑T THERMOSTAT 8 ULTRASONIC LEVEL 11 ELECTRICAL CONTRACTOR (EC) SHALL INSTALL ALL INSTRUMENTS 00 //PILLBOX - AND CONTROLS. INCLUDING HVAC AND CONROL PANELS. EC O p UNDERGROUND JUNCTION JB SIZE 5 UNLESS OTHERWI5E INDICATED TDR TIMING DELAY RELAY CLF FUSE, CURRENT LIMITING TYPE ���/ SHALL OBTAIN AND REVIEW ALL INSTRUMENT, CONTROL AND t �/ HVAC DRAWINGS FOR TOTAL SCOPE OF WORK. '� O ❑J STEEL JUNCTION/PULLSO% C.F.I. GROUND FAULT INTERRUPTER 12. ALL PANELS, DISCONNECTS AND SWITCH GEAR ON THE OUTSIDE I © CONTROL RELAY COIL LL��,., ® PRESSURE TRANSMITTER (4-20MA) BUTTERFLY VALVE OF THE BUILDING SHALL BE NEMA JR TYPE ENCLOSURES, GT OE ELECTRIC MANHOLE O MAGNETIC RELAY VALVE CABINET AND METER BASE SHALL BE OUTSIDE THE BUILDING. m0 13. SURGE SUPRESSOR SHALL BE SIZED FOR 25,000 AMPS. �1 p O PUSHBUTTON STATION ® AMMETER AUXILIARY CONTACT _ 14, ALL CONDUIT FOR ALL EQUIPMENT, INCLUDING EQUIPMENT q ® AIR HANDLER ® ELECTRONIC LOUVERS T—:- r 1 INCLUDINGm FURNISHED BY OTHERS, SHALL BE FURNISHED AND INSTALLED I� O INTERLOCK L 5 J DENOTES EQUIPMENT BY THE ELECTRICAL CONTRACTOR. W O ® CONDENSER UNI LOCK -OFF -STOP 0 KWH KILOWATT HOUR, DEMAND GENERAL ELECTRICAL ABBREVIATIONS Qp TELEPHONE JACK H \„A SELECTOR SWITCH KMAR KILOVOLT - AMPERE REACTIVE MCP MOTOR CIRCUIT PROTECTOR C CONDOR ACB AIR CIRCUIT BREAKER SPIC SPARE INSTRUMENT CONDOR r���r111 j 7 TELEPHONE DIALER ONLgFF ON-OFF SELECTOR SWITCH N.C. NORMALLY CLOSED CNT. CONTROL AFF ABOVE FINISHED FLOOR WP WEATHERPROOF W Lo TELEPHONE JACK VOICE N `0 A PUMP N.C. NORMALLY OPEN IC INSTRUMENTATION CONDUIT AFG ABOVE FINISHED GRADE OL MOTOR OVERLOAD ' (VOICE) n1D HAND -OFF -MRO SELECTOR SWITCH tb 0 0 SPC SPARE CONDUIT INST INSTRUMENT EMH ELECTRICAL MANHOLE EVEL SWITCH MERCURY LW m w 8$/Q/4' o E0.01 W I ~oo W \'•\ PROPOSED SITE LOCATION O SEE SHEET CO.02 FOR SITE LEC •\ \ DESCRIPTION \ ISTING POWER POLE v1 EXISTING TELEPHONE P DESTAL \,\ '^ VJ SECTION UNE ! EXISTING GRAVEL ROAD I W ,zm g � V CONTRACTOR NOTES: LS 1. PROVIDE AND INSTALL WARNING TAPE FOR ELECTRIC/TELEPHONE SERVICE CONDUITS 12" BELOW GRADE, SEE UTIUTY TRENCH V DETAILS "1/E2.01". y 2. CONTRACTOR TO PAY FOR THE ELECTRIC/ TELEPHONE SERVICES AS DIRECTED BY THE UTILITY COMPANY. O 3. ENCASE CONDUITS IN CONCRETE WHERE old THEY CROSS ROADS. +� 4. CONTACT TELEPHONE COMPANY AND ARRANGE FOR SERVICE PRIOR TO DITCHING AND INSTALLATION OF UNDERGROUND SERVICE. E 5. CONTRACTOR TO OPEN AND CLOSE ALL 5� L fv_1 W S"EIV DRIVE DITCHING. 6. CONTACT ELECTRIC UTILITY COMPANY AND Or Q ARRANGE FOR SERVICE PRIOR TO DITCHING D_ 8 44 o ^ AND INSTALLATION OF UNDERGROUND SERVICE CONDUITS. 9 � //QJ I� ',� N / 7. PROVIDE ALL EMPTY CONDUITS WITH PULL STRING. t2 0 T. E0.1 1 TELEPHONE NOTE #5 TELCO: �/�I� POWER RACK SEE NOTE #3 z/c7.oz GATE SEE FENCE GROUNDING DETAIL 3/E1.01/E2.01 #2 AWG SOLID TINNED COPPER WIRE BELOW GRADE BONDED TO GATE SUPPORTS EXISTING METAL BUILDING PROPANE GENERATOR TANK EXISTING METAL EXISTING 80' GUY TOWER BUILDING 2 CONTINUOUS #2 AWG SOLID TINNED COPPER WIRE AT GROUND ROD 7' HIGH CHAIN LINK 18' BELOW GRADE MIN. SEE DETAILS 4/E1.01/E2.01 SEE DETAIL 3/C1.01 24' MAX (TYP) �2/E1.01/E2.05 150' TOWER CENTER OF TOWERS L -r-' SEE DETAIL 2/E7.01 SEE DETAIL SEE NOTE 14 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. 8. ALL GROUNDS AND THEIR BONDS WILL BE INSPECTED BY SBA AND ANY AUTHORITY HAVING JURISDICTION PRIOR TO BACKFILLING. —G- 5 —EOH- -TOH- —E- -T— -T— GROUND CADWELD CONNECTION BOND TO ABOVE GROUND CONNECTIONS GROUND CABLE RUN BELOW GRADE UTILITY POLE WITH ANCHOR BY UTILITY CO. SERVICE POLE WITH TRANSFORMER BY UTILITY COMPANY ELECTRICAL OVERHEAD LINE TELEPHONE OVERHEAD LINE UNDERGROUND ELECTRICAL CONDUIT UNDERGROUND TELEPHONE CONDUIT E1.01 LEGEND Fo GROUND ROD INSPECTION WELL. SEE DETAIL 2 ON DRAWING E2.05 GROU 0D R 0D (COPPER CLAD) 5/8"I LONG INDICATES CADWELD — CONNECTION TO WIRE y OR STRUCTURE a —G- 5 —EOH- -TOH- —E- -T— -T— GROUND CADWELD CONNECTION BOND TO ABOVE GROUND CONNECTIONS GROUND CABLE RUN BELOW GRADE UTILITY POLE WITH ANCHOR BY UTILITY CO. SERVICE POLE WITH TRANSFORMER BY UTILITY COMPANY ELECTRICAL OVERHEAD LINE TELEPHONE OVERHEAD LINE UNDERGROUND ELECTRICAL CONDUIT UNDERGROUND TELEPHONE CONDUIT E1.01 TELCO 2/C7.02 GATE TELEPHONE PEDESTAL POWER POLE CONCRETE ENCASEMENT OR HEAVY CONDUIT FOR GOING UNDER ROAD C. STUB OUT CONNECTION EXISTING METAL BUILDING CENTER OF EXISTING METAL BUILDING PROPANE TANK EXISTING BO' GUY TOWER 150' MONOPOLE TOWER GENERATOR 7' HIGH CHAIN LINK FENCE SEE DETAIL 3/C1.01/C7.02 CAP FUTURE COI ABOVE GROUND CONTRACTOR NOTES: 1.CAP CONDUITS TO PREVENT WATER FROM DRAINING INTO SERVICE PROTECTION ENCLOSURE. E1.02 E0.1 I E1 #2 AWG SOLID TINN COPPER BONDING C #2 AWG TINNED POWER CONDUIT COPPER WIRE 7 SIZED PER LOCAL BURIED BELOW/ m UTILITY REQUIREMENTS GRADE i IMPORTED SAND CADWELD GROUND ROD SEE DETAIL "4" THIS SHEET 1 TYPICAL UTILITY TRENCH DETAIL FOR SECONDARY SERVICE E1.01 E2.01 NO SCALE DOUBLE THROUGH - BOLT FLEX 1" JUMPER GATE POST CABLE 24" LONG 2 HOLE w �� 1#6 BRA BURNDY/CADWELD. 6 BRAIDED OR STRANDED COPPER FOOTING CRIMP -ON LUG 2TC38 BURNDY YA3C� THROUGH BOLT TO FENCE POST DOUBLE - SEE PLAN 1/4" THROUGH G- BOLT OR NEAREST GROUND ROD OR N --SEE NOTE #6 ON COUNTERPOISE SHEET "E1.D1" SEE GRADING PLAN TYPICAL GROUNDING AT FENCE GATE _POST NO SCALE CADWELD 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 2 PROVIDE AND INSTALL (1) EMPTY 4" CONDUIT FROM GROUNDING DETAIL DRAWING. 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 �:•`.r+ - 3. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF SPE/A-BOX, AND CABLE SUPPORT STRUCTURES. EP 1 -II SPE/A-BOX WILL BE SUPPLIED BY OTHERS. BTS I -I1- AND OTHER EQUIPMENT CABINETS WILL BE FURNISHED AND INSTALLED BY OTHERS. 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 GROUND ROD 18" BELOW GRADE, FOR TOWER FOUNDATIONS THESE GROUNDS ARE NOT TO BE BROUGHT UP NO SCALE THROUGH CONCRETE. EXTEND 2" SFE 80 CONDUIT II I SELF SUPPORTING 10' FEET UP TOWER'" J-� TOWER STRUCTURE 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 c� CONTINUOUS #2 AWG SOLID TINNED COPPER WIRE MAIN FOUNDATION REBAR TYPICAL FOUNDATION VARIES PER SITE PLAN SEE FOUNDATION DWG. 2 CONDUIT FROM POWER RACK FOR TWR STROBE LIGHT NO SCALE �v,uo �18" MAX. GRADE EQUIP. T EQUIPMENT TO BE ABOVE I,6° MAX. CADWELDED TO GROUND RING WITHIN 18" OF SINGLE POINT SINGLE POINT GROUND ROD. GROUND ROD U EQUIPMENT CONNECTION 4 SINGLE POINT GROUND ROD NO SCALE E1.01 E2.01 r NUMBER OR LETTER OF SECTION OR DETAIL e DRAWING ON WHICH- `- ON WHICH SECTION OR DETAIL SECTION OR DETAIL IS TAKEN IS SHOWN SECTION/DETAIL KEY NATIVE BACKFILL 1Y2' ABOVNG EAPE h w°m / CONDUIT O h w�a � w�W to TELCO/PHONE 5.25' 13.5' 5,2 CONDUIT od" E0.1 I E1 #2 AWG SOLID TINN COPPER BONDING C #2 AWG TINNED POWER CONDUIT COPPER WIRE 7 SIZED PER LOCAL BURIED BELOW/ m UTILITY REQUIREMENTS GRADE i IMPORTED SAND CADWELD GROUND ROD SEE DETAIL "4" THIS SHEET 1 TYPICAL UTILITY TRENCH DETAIL FOR SECONDARY SERVICE E1.01 E2.01 NO SCALE DOUBLE THROUGH - BOLT FLEX 1" JUMPER GATE POST CABLE 24" LONG 2 HOLE w �� 1#6 BRA BURNDY/CADWELD. 6 BRAIDED OR STRANDED COPPER FOOTING CRIMP -ON LUG 2TC38 BURNDY YA3C� THROUGH BOLT TO FENCE POST DOUBLE - SEE PLAN 1/4" THROUGH G- BOLT OR NEAREST GROUND ROD OR N --SEE NOTE #6 ON COUNTERPOISE SHEET "E1.D1" SEE GRADING PLAN TYPICAL GROUNDING AT FENCE GATE _POST NO SCALE CADWELD 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 2 PROVIDE AND INSTALL (1) EMPTY 4" CONDUIT FROM GROUNDING DETAIL DRAWING. 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 �:•`.r+ - 3. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF SPE/A-BOX, AND CABLE SUPPORT STRUCTURES. EP 1 -II SPE/A-BOX WILL BE SUPPLIED BY OTHERS. BTS I -I1- AND OTHER EQUIPMENT CABINETS WILL BE FURNISHED AND INSTALLED BY OTHERS. 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 GROUND ROD 18" BELOW GRADE, FOR TOWER FOUNDATIONS THESE GROUNDS ARE NOT TO BE BROUGHT UP NO SCALE THROUGH CONCRETE. EXTEND 2" SFE 80 CONDUIT II I SELF SUPPORTING 10' FEET UP TOWER'" J-� TOWER STRUCTURE 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 c� CONTINUOUS #2 AWG SOLID TINNED COPPER WIRE MAIN FOUNDATION REBAR TYPICAL FOUNDATION VARIES PER SITE PLAN SEE FOUNDATION DWG. 2 CONDUIT FROM POWER RACK FOR TWR STROBE LIGHT NO SCALE �v,uo �18" MAX. GRADE EQUIP. T EQUIPMENT TO BE ABOVE I,6° MAX. CADWELDED TO GROUND RING WITHIN 18" OF SINGLE POINT SINGLE POINT GROUND ROD. GROUND ROD U EQUIPMENT CONNECTION 4 SINGLE POINT GROUND ROD NO SCALE E1.01 E2.01 r NUMBER OR LETTER OF SECTION OR DETAIL e DRAWING ON WHICH- `- ON WHICH SECTION OR DETAIL SECTION OR DETAIL IS TAKEN IS SHOWN SECTION/DETAIL KEY E2.01 O i h w°m O h w�a � w�W to E2.01 1 SERVICE POLE ENTRANCE DETAIL NO SCALE E0.11 E2.02 WOODEN POWER POLE NUMBER OR LETT�R OF SECTION OR DETAIL k DRAWING ON WHICH_; DRAWING ON WHICH SECTION OR DETAIL SECTION OR DETAIL IS TAKEN IS SHOWN SECTION DETAIL KEY 11 E2.02 NEW OR EXISTING POA TOP OF GROUND WITH TRANSFORMER gTj� LOCAL UTILITY. SECONDARY VOLTAGE 18" MIN. 240/120 V SINGLE PHASE — 3 WIRE. 30' MAX. 800 AMP SERVICE CONNECTION WITH #2 AWG SOLID—�G WHERE MULTIPLE RODS ARE APPROPRIATE GROUN TINNED COPPER WIRE REQUIRED, SPACE 10' APART. TERMINATE POWER COND EXOTHERMIC WELD — 5/8" DIA. COPPER TREATED WITH TWO (2) / WEATHERHEADS AT ELEVA18„ CLAD STEEL GROUND COATS COLD GALV. ROD 10' LONG REQUIRED BY LOCAL UTILMIN. PAINT COMPANY. 2 TYPICAL GROUND ROD DETAIL SEALING BUSHING NO SCALE (2) 2" OR 4" C. BY CONTRACTOR, CONDUCTORS BY LOCAL LINCOMING OVERHEAD E1.01 E2.02 UTILITY COMPANY TELEPHONE WITH 6" STAND—OFF f BRACKETS EVERY I)4" TELCO CONDUIT UP POLE ('-0" TYP POWER AND #` COMMUNICATION CONDUIT) 6" i" SQUARE NUT UNI— Sfi STRUT HSON1O0EG 3-1/47— � 4" CONDUIT UNI—STRUT 210_ (2) 2" OR4" C. BY CONTRACTOR, PIPE CLAMP -_ CONDUCTORS BY LOCAL UTILITY P2558-40 --- -- 00. TO TELCO/POWER RACK. 3/8" BOLT I FINISHED GRADE UNI—STRUT CHANNEL NUT 1" HOT DIPPED P10O8U GALVANIZED 1" WASHER 1 GROUND UNI—STRUT ALL THREAD r WIRE P1o01 (10" LONG) CONDUIT TO POLE 6" OFFSET NO SCALE (TYP POWER & COMMUNICATION CONDUIT) E2.02 E2.02 2" OR 4" TELCO/PHONE CONDUIT TO TELCO/PHONE BOX ' t ;---GROUND ROD SEE DETAIL 2/E1.O1/E2.O2 GROUNDING BY LOCAL UTILITY CO. 1 SERVICE POLE ENTRANCE DETAIL NO SCALE E0.11 E2.02 WOODEN POWER POLE NUMBER OR LETT�R OF SECTION OR DETAIL k DRAWING ON WHICH_; DRAWING ON WHICH SECTION OR DETAIL SECTION OR DETAIL IS TAKEN IS SHOWN SECTION DETAIL KEY 11 E2.02 (3) 3" RGS POWER CONDUITS BY CONTRACTOR. SECONDARY CONDUCTORS BY LOCAL UTILITY, SEE DRAWING E1.02 FOR ROUTING 3/4" C. W/#2/0 GROUND ROD— SEE DETAIL 2/E1.01 /E2.02 METER CENTER POWER DISTRIBUTION TELCO ENCLOSURE 0 • 0 • 0 O GN O13O.11 ME GN O 2"C. 1#10 (5) 2 1/2" U."o. RGS CONDUITS .•+. , (: FOR FUTURE TENANT 1 ) TELCO/POWER RACK — FRONT VIEW 1 NO SCALE E0.11 E1.02 0 1 NOTES; 1O. POWER DISTRIBUTION METER CENTER, 5 UNIT SERVICE ENTRANCE. NEMA 3R ENCLOSURE. G.E. #TMM652OR BOOA MAIN LUGS W/ COPPER BUS, WITH LUGS FOR 600MCM CU WIRE. PARALLEL FEED FROM UTILITIES. 120/240 VAC, 3—WIRE, SINGLE PHASE. ONE 100A HOUSE BREAKER G.E. THQL21000, #THQL KIT; FOUR 200A TENANT BREAKERS G.E. TOD22200 SOCKETS, #TQD KIT. PROVIDE SEPARATE NEUTRAL AND GROUND BUS. UNISTRUT FRAME. SEE DETAIL "2" ON SHEET C7.02. (2) 2 1/2" RGS CONDUIT ALL 4" RGS CONDUITS WITH AREOQUIP TO THE MAIN UTILITY POLE VIA. UNDERGROUND OR OVERHEAD UTILITY BY CONTRACTOR 3/4" C. W/ #2/0 GROUND —(3) 2 1/2" RGS CONDUITS ® FOR FUTURE CARRIERS. 20. TELCO CABINET, 30" x 36" x 12", NEMA 313 ENCLOSURE CAT. #A-363012LP WITH PLYWOOD PANEL AND DOOR LOCK KIT. B—LINE CAT. #24308RHC LOCK KIT HOFFMAN CAT. #A—CLSH12 OR APPROVED EQUAL. THE ENCLOSURE SHALL CONTAIN A GFCI RECEPTACLE, DOOR SWITCH & TELCO SURGE SUPPRESSOR (T1S SERIES). 30 SURGE SUPPRESSION DEVICE NEMA 4 MODEL MMK-8 SERIES. REFER TO NORTHERN TECHNOLOGIES WIRING DETAIL FOR PROPER INSTALLATION. ALL CONDUITS FOR FUTURE USE TO BE STUBBED AT LOCATIONS SHOWN ON DRAWING E1.02 GRADE (TYP) w E2.03 SURGE SUPRESSION DEVICE. N 24" x 36" TWR LIGHTING BOX CONNECT THROUGH SURGE XECTRICAL PANEL O I.Z) PROTECTION DEVICE UNISTRUT FRAME. g SEE DETAIL "2" q ON SHEET C7.02. TO BE PROVIDED BY CONTRACTOR PI, TF z TELCO POWER RACK BACK VIEW NO SCALE E1.02 E2.04 0:5 D- 8844 OF E2.04 FINISH GRAD dw EL V) tea¢ _ w�o Q 3 m OS 09 N � N 0 N Jp p LIJ p 0 O O N N N N D -N V)j w 1„ D¢0 w w w w 00 ti ri (2) 2" OR 4" C. CONDUITS BY CONTRACTOR. _ - 2 r- — — --1 SECONDARY CONDUCTORS BY LOCAL UTILITY. kWM 'kWM` �kWM� (kWM� kWM I IMETER CENTER N I EXOTHERMIC L — — — J 3/4" C, 1#2/0 BREAKER -_ (TYPICAL) TINNED CU. TO MAIN TO TENANT LUG PANEL 2 1/2' C., 3#3/0 1 #2 GND. DRIVEN 2 1/2" C. TO TENANT GROUND PAD LOCATION. SEE SHEET E1.02 1 SCHEMATIC - METER CENTER NO SCALE E0.01 E2.05 E1.02 ti v 2 \ GROUND ROD INSPECTION WELL NO SCALE (ALL GROUND RODS) E2.05 SBA ELECTRICAL SPECIFICATIONS 1. 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. 8. 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, 600V, TYPE XHHW-2 WITH CROSS-LINKED POLYETHLENE INSULATION FOR NO. 10 AWG AND LARGER WIRE. 14. ELECTRICAL SERVICE: 240/120V, SINGLE PHASE, 3 WIRE, 800 AMP, UNDERGROUND SERVICE TO THE METER CENTER AT THE TELCO/POWER RACK. CONDUITS BY CONTRACTOR, SECONDARY CONDUCTORS BY 0-3 LOCAL UTILITY COMPANY. o 15. TELEPHONE SERVICE: PROVIDE CONDUITS AS INDICATED ON DRAWINGS. TELEPHONE CABLE O O W 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 M TELEPHONE COMPANY SERVICE POLE OF PEDESTAL. Wax 12. PANELBOARDS: SEE DETAIL 1/E0.11/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 '2'. GROUND RESISTANCE TO BE 5 OHM MAXIMUM. ALL EXOTHERMIC WELDS SHALL BE TREATED WITH TWO COATS OF A ZINC RICH COLD GALVANIZING PLATE. O E2.06