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CN-2010-00275.tif NED OMAHNE1 161 ; "0 ill BLAIR SOUTH 1 ENGINEERING 2006 INTERNATIONAL BUILDING CODE - - 2008 NATIONAL ELECTRIC CODE t&t TIA /EIA -222 -F OR LATEST EDITION GENERAL NOTES THE FACILITY IS UNMANNED AND NOT FOR HUMAN HABITATION. A TECHNICIAN WILL VISIT THE SITE AS REQLRED FOR ROUTINE MAINTENANCE, THE PROJECT WILL NOT RESULT IN ANY NSB-COLO SIGNIFICANT DISTURBANCE OR EFFECT ON DRAINAGE, NO SANITARY SEWER SERVICE, POTABLE WATER, OR TRASH DISPOSAL IS REQUIRED AND NO COMMERCIAL SIGNAGE IS PROPOSED, MONOPOLE SITE INFORMATION PROPERTY OWNER: CITY OF BLAIR NEBRASKA LOCATION MAPS ADDRESS: 218 S 16TH STREET I GLAIR, NE 68008 1 � TOWER OWNER: CITY OF BLAIR v SITE NAME: GLAIR SOUTH Mondamin� SITE NUMBER: OMAHNEI161 M7> uh 4M8gn0118 SITE CONTACT: x t F -- - - x Herman SITE ADDRESS: 17TH AVENUE AND WILBER BLAIR, NE 68008 `, 7 h COUNTY: WASHINGTON I 0 MAHNEI1 1 , j� oda r R { 1 pj LATITUDE (NAD 63): 41 31' 51,99' N GLAI SOUTH 41.5311OS N 41.531108 96.136427 W LONGITUDE (MAD 83): 96' B' 11.12 W 1. — 98,136422 6M SsOUriGa11 _s � .r, 61a:F �` GROUND ELEVATION: 1303, 1' AMSL son- �y___.._ - - -- s l 10- RAD CENTER: 100' AGL 1 F { ZONING JURISDICTION: CITY OF BLAIR, NEBRASKA ZONING DISTRICT: R- 1 i'8nnird n 30 '. PARCEL : x D T _ Arlin on ort Oalhoun I,. , OCCUPANCY GROUP: u Haney creel i CONSTRUCTION TYPE: V —N I , WashInQ1GlY� POWER COMPANY: OMAHA PUBLIC POWER DISTRICT j � _ � ---- _ - -- -- (877) 536 4131Benninon > Crescent TELEPHONE COMPANY: HUNTEL COMMUNICATIONS { (402) 493 -5200 g h a BY PROJECT MANAGER; WILLIAM (HUNTER) BICKLEY alley SORENSON P Y� - (651) 261 0-- ElkhOfn .�.�� , „ `7 �d Lake ,g%f r N7 VALLEY RD RF ENGINEER; RAJIV PAREKH (952) 842 -4657 Y U1 n j { RP45860ATT.COM . � CONSTRUCTION MANAGER: ROB MACHETTA (651) 291 -4897 MACHETTAROOVERLANDCONTRACTING .COM IF USING 11 "X17" PLOT, DRAWINGS I 4 WILL BE HALF SCALE NO SCALE CONTACT INFORMATION DRIVING DIRECTIONS ENGINEER: BLACK & VEATCH CORPORATION DIRECTIONS FROM 4300 MARKET POINTE DRIVE: 70960 CRA PAR K, , KS 66 S D 66 OVERLAND PAR FROM JOHNSON AVENUE S, TURN LEFT ONTO W 78TH STREET, TURN RIGHT ONTO CR 17, KEEP F EXIT 58, KEEP RIGHT ONTO I -SSW S RAMP, GO STRAIGHT ONTO 1 -35 S, GO STRAIGHT ONTO 1 -3 CONTACT: DAVID LUTGEN EXIT 1238, KEEP RIGHT ONTO 1 -80 W RAMP, TAKE EXIT 27, KEEP RIGHT ONTO 1 -680 W RAMP, PHONE: (9t3) 456 - 7549 RIGHT ON 1 -29 N RAMP, TAKE EXIT 75, KEEP RIGHT ONTO US 30 RAMP, KEEP LEFT ON US 30 EMAIL: LUTGEND @Bv.COM TURN LEFT ONTO US 75, TURN RIGHT ONTO WILBUR STREET, TURN LEFT ONTO S 16TH STREET, 1 I t I t 1 � I � E I � � r i I � ` i �tF c Oil D•' rs X. Tn CE E k �X.I ,,''. 51TE PLAN SCALE: 5' = 50' v N CONCRETE PAD u SCALE: 1' 1' -0' t �s� r � PROPOSED MONOPOLE f A PROPOSED c —a CPS ANTENNA O p' i A PROPOSED c —e ICE BRIDGE + p iCYv Z � � VV\ k PROPOSEQ lI > � `- c • I - _ w r BBU i ti 1 . l PROPOSED AT &T l 10'X15' CONCRE EQUIPMENT PADS— PROPOSED - K :)� 1900 GSM / } PR0900E0 \r�� \�l\l � �•,,. �tii r I I PROPOSED [ -2 H— FRAME ENLARGED SITE PLAN SCALE: 3/8" . 1' —O" CL OF PROPOSED AT&T ANTENNAS " 0 ELEVATION 100- _ ,,,,,_, t ANTENNA PLATFORM DETAIL NO SCALE AI A4 AZIMUTH AZIMUTH 1' SECTOR A 1• C4 AZIMUTH 24V + g 4 SECTOR C SECTOR B o _ C1 84 AZIMUTH AZIMUTH 240' 120` ANTENNA LAYOUT NO SCALE PROPOSED MONOPOLE (MONOPOLE FOUNDATION PROPOSED AND DESIGN BY OTHERS) ICE BRIDGE R CO E e o' PROPOSED MONOPOLE PROPOSED GPS ANTENNA " ° + a. PROPOSED AT&T � PROPOSED ° EQUIPMENT ICE BRIDGE ON PROPOSED CONCRETE PAC) _ f (12) PR ED AT&T PROPOSED ROUTED NSIDE 'DICE BRIDGE PROPOSED H —FRAM PROPOSE MONOPOLE E � d '�." COAX-ROUTING _ DETAIL NO SCALE SITE ELEVATION NO SCALE MINIMUM OF 75% OR 27V IN ANY DIRECTION GPS COAX ENTRY SEAL (INSTALLED BY GENERAL CONTRACTOR) 12" MIN COAX CABLE v a CPS OBSTRUCTIONS MUST a (SEE 6) TES BE BELOW 15' 0 N, 0 GQ� GPS MINIMUM SKY VIEW REQUIREMENTS COAX ENTRY PANEI NO SCALE (A'S ANIkNNA MINIMUM ULNUIN6 RADIUS 1 1/4" DIA SCH 40 STAINLESS STEEL OR GALV STEEL PIPE CAP MINIMUM MINIMUM GALV PIPE SIZE VENDOR MODEL SINGLE BEND REPEAT BEND (IN) (IN) ICE BRIDGE 7 /B" ANDREW AVAS -50 5 10 1 1/4 PIPE TO 4" MOUNTING BRACKET PIPE CLAMP (TY'P) ROHN OR EQUAL ANDREW VLX5 -50 3 5 COMMSCOPE CA 1070 a N/A GALV STEEL U -BOLTS COMMSCOPE FXL 1070 -1 5 N/A WITH LOCK WASHERS DIAMOND GRIP CHANNEL 2' -0° Ri5 LCF78 -SODA 5 10 Tj WIDE ATTACHED WITH J -BOLT Lt 1 /2xlx1 /4 1 1/4" ANDREW LDF6 -50 6 15 LONG LEG GOWN ANDREW VXL6 -50 5 a COMMSCOPE CR 1480 11 N/A is C DIA GALV SCH 40 PIPE _ COMMSCOPE FXL 1480 -1 a N/A (SPACED 7' - MAX) FITS ttF114 -SpIA to in ANDREW AVA7 -50 a 1 FINISH SLOPE 70 DRAIN ANDREW VXL7 -54 7.5 15 COMMSCOPE CA 1873 15 N/A COMMSCOPE FXL 1873 11 N/A ,, \j, �� %� � RFS LCF155-50JA 8 20 DRILLED PIER 2 1/4" ANDREW LOF12 -50 9.5 22 FOUNDATION SPAC 4 I RFS LCF214 -500A 11 22 E O ED AWG 16 B 8 1' -G" DETAIL A ICE BRIDGE ND do GP5 ANTENNA CAL Site Infotrmafion Locatiom Information REDS STATUS Fina Lixu tido 1 1 w , .._° . Site ID/Site Nat#!s/Malket OMAKNE1111611181AIrSouthINE Technology GSMJUPATS Addreas 17TH iIENUE ND W1Lt3ER Bechtel Site ID may„ E11gir Bechtel ID 1Y Statej,Zrp yn _ wash! _ otl NE.880t)8., ., ,_ . CSPR = Equipment0sallin Information, Rr Enginear . RAJN Panakh "_ DTO Type Nokia URrMCite Outdoor /Indoor Outdoor Issue —0m®,6/24/2010 Support Structure Height lft) 100 Structure Type Monopole Last Update 1112212010: Overall Structure Height (ft) 100 _ Enginecrin MER PSAPNaane AMSL(4) 1272,64 GSM 1900 1SSi).24VOCM E911 P hase Number of Ti UM 1800 PAP Date' ` Frequency Uplink(" 1895 -1910 MHz 1865-11370 MHz PCS BAND. C,D RF Compilance Bradlee IVo Frequency Dvvmlink f1?9 1 z Re ulred' 1945950MHz 1908 Beta AnLI Ant 2 i Ant.3 AnL4 Antenna Tv a X -Pole wlth RET X-Pole with RET XPoIe wish RET XPala with RET X�PWe with RET X Pole with RET AnicnnaManufacten a�thedne Katherine _ _Katherine Katharine -- Katherine . atherine AntennaT a Si le Band Si le Band Si le Band Single Band a an ngte Ban Antenna Model 742215.00 742215.00 742215.00 742215.1X1 742215.00 742215.00 Antenna Lein d8d 15.55 _- 15:55 15,55 15.55 15.55 .15.55 Arimrth 1 1 - =- 120 - — 120 240 240 Antenna Beawidth 1 9 1 65 65 65 65 65 IssdCenterrAJ 101 100 100 100 100 FRP =d 68,23 58.23 58.23 58.23 — _ - 58 23 58.23 Mechan cal Tilt 0 0 0 0 _ . _ 0 . <_ 0 _ SectrrcalTilt 0 1 0 0 0 Vµ 0 0 J4 d T _ 46 - --- ---v _ = _ _ _. 46 46 46 8 of Cab] 2 2 2 _ 2 - - 2 2 t�In A1_ 130 130 130 -- 130 130 130 CblDiatut � isle - .. 1518" -- _ 1518" 1518° 1516" 1 - Ju (it) UP MNA 2 2 - 2 p1HA e)_ LGP - 18606 TWIN TMA LGP- 18606 TMA LGP -18606 TWIN TMA APA .., _ & Modcl - - 3 _ - RET intake &Model Kaiherine186010tX>6 ASK(Yes1No) CID id H Ch V - 2 _ 2 _ 2 Comments: Install GSM & UMTS Cabinets_ Install 2 Single Band Cross Pole Antennas with per sector (6 Total). Install 4 feed lines of 1 518" diameter each (12 total), Each Sector v get 2 tvAn TMA's V RET Controller per site as specified above Please refer to the RF CONFIGURATION DATA SHEET NO SC AU ALPHA SECTOR BETA SECTOR GAMMA SECTOR A -1 A -4 8-1 B -4 C -1 C -4 3A 3A 3A II 4 METER 3A 4 METER 4 METER 7 38 RET CABLE 3D 30 RET CABLE 3B 38 RET CABLE 3B SEE NOTE 12 I RET METER ABLE RET CABLE B RET CABLE ANTENNA FROM +24V OC OR - 48V DC 5 GROUND COAX TO (CONNECTION) PORT 1 - 2 /C to AWG RHH, ftHW OR ANTENNA TG. AN ROCK OR 2 -1 /C 14 AW THHN -2 EACH IN CONDUIT C I I BA B CONTROL UNIT �$ - 48V DC OR (SE 1) (SEE NOTE 4) A INTERNAL I� EOUIPMENT SHELTER OR 5 OUTDOOR PLATFORM 9 B ENTRY PORT OR FRONT OF OUTDOOR BET SCHEMATIC QlAGRAMI PLATFORM NO $ME SEE NOTE 11 N Al GAMMA, C. OR Z ALPHA, A, OR X RF CABLES RF CABLES 1 SECTOR Cl THRU CIO Al THRU A10 ANTENNA AS REO'O AS REO'D ANTENNA SECTION CI -� BI TOP JUMPER BETA, B. OR Y T CABLE (TYP) RF CABLES 61 THRU 810 AS REQ'D ANTENNA SECTOR & 16 AING COAX CABLE DEFINITION GROUND KIT NO SCALE SECTOR GROUND BAR TMA WHERE REQ'D TMA JUMPER COLLECTION CABLE WHERE GROUND BAR REDID. GS & UMTS LINE TAG GROUND KIT (TYP) NO SCALE ROUTE TO THE NEXT 2 GROUNDING BAR OR CONTINUE DOWN TO THE MAIN COAX GROUNDING RING (TYp) CABLE PORT DIAGRAM (S (D)4)5 CAUTION; HARMFiI IF MAIN COAX LINE MORE THAN 200' Of AT THE MIDPOINT 01 SECTOR SECTOR SECTOR SECTOR TOWER AND A$ REO CABLE CABLE CABLE CABLE ROUTE TO NEAREST SCOPE CABLE HEIGHT — CABLE HEIGHT — CABLE HEIGHT _ CABLE HEIGHT GROUNDING BAR RX RX RX RX ROUTE TO EXTERIOR TX TX TX TX PORT GROUNDING BA OUTSIDE SHELTER SECTOR SECTOR SECTOR SECTOR INSIDE SHELTER CABLE CABLE CABLE CABLE CABLE HEIGHT - CABLE HEIGHT - CABLE HEIGHT ® CABLE HEIGHT ® 3 ROUTE TO INTERIOR I PORT GROUNDING BA RX RX RX RX TX TX TX TX c SURGE ARRESTOR (T) (IF APPLICABLE) SECTOR SECTOR SECTOR SECTOR DIPLEXER AND /OR BIAS-7 WHERE REO'E CABLE CABLE CABLE CABLE CABLE HEIGHT ® CABLE HEIGHT — CABLE HEIGHT CABLE HEIGHT 4 BOTTOM JUMPER RX RX RX RX CABLE (TYP) TX TX TX TX �J SECTOR SECTOR SECTOR SECTOR CABLE CABLE CABLE CABLE STS EQUIPMENT CABLE HEIGHT — CABLE HEIGHT. CABLE HEIGHT ® CABLE HEIGHT RX RX RX RX TX TX TX TX 0 0 0 0 o o ' 6 O J VlAi�.J - {1 yCi\iv r l I [ ` � l rv) PROPOSED AT &T METER IN PROPOSED �^ METER RACK (SUBCONTRACTOR SHALL COORDINATE WITH UTILITY PROVIDER) j PROPOSED POWER IN PROPOSED 2 SCH 40 PVC CONDUIT, A ,! a PROPOSED 1 SU TO COORDINATE E -2 H -FRAME E -2 CONNECTION WITH LOCAL ' e COMPANY (FIELD VERILY L OCATI ON) 5 PROPOSED TELCO WITH (1) N PAIR 22 GAUGE CONDUCTOR IN PROPOSED 4 SCH 40 PVC CONDUIT, A SUBCONTRACTOR TO COORDINATE E CONNECTION WITH LOCAL TELEPHONE TO EXISTING TELCO COMPANY (FIELD VERIFY LOCATION) (CONTRACTOR TO VERIFY) TO EXISTING POWER (CONTRACTOR TO VERIFY) ELECTRICAL PLAN SCALE' 3 /B' ® l' -0' CONDUIT SPACING SCHEDULE CONDUIT ¢'1 CONDUIT SEPARATION CONDUIT #2 POWER 6 INCHES POWER ELCO, POWER 12 INCHES COMMUNICATIONS k =OMMUNIClATn CIRCUITS TELCO. COMMUNICATIONS & 6 INCHES C NTR IR rt SEE NOTE #3 TIES 0 4 -/4 ED ti %' SPACED SLOPE TO SUIT SOIL F `�� ''�,� CONDITION IN ACCORDANCE H —FRAME FOOTING WITH LOCAL REGULATIONS SECTION 1 b c X NO 5CALE 84CKFILL PER SITE WORK - - SPECIFICATIONS f GENERAL NOTES) SEE 1 UTILITY WARNING TAPE 2 SAND BEDDING PER SITE / n WORK SPECIFICATIONS 12 TYPICAL POWER AND TELCO CONDUITS SCH 40 SEE (MIN) CONDUIT SPACING SCHEDULE DETAIL TYPICAL UTILITY TRENCH NO SCALE - PROPOSED AIM EQUIPMENT ON PROPOSED CONCRETE PAD PROPOSED METER CENTER AND TELCO RACK PROPOSED -- -- - -- -- METER CENTER PROPOSED AT&T METER 7 FINISHED GRADE b / L i � 1 4__A7 PROPOSEO -------------------- ---------------- ---X PROPOSED POWER IN PROPOSED 2 I 12" SCH 40 PVC CONDUIT, SUBCONTRACTOR TO COORDINATE CONNECTION WITH LOCAL UTILITY COMPANY (FIELD VERIFY LOCATION) a' TELCO WITH (1) 50 PAIR 22 GAUGE CONDUCTOR IN PROPOSED a SCH 40 PVC CONDUIT. SUBCONTRACTOR TO COORDINATE CONNECTION WITH LOCAL TELEPHONE COMPANY (FIELD VERIFY LOCATION) POWER RISER DIAGRAM NO SCALE C PROPOSED 24OVAC, I PHASE METER 200A SQUARE -0 EMT7225CB N M r BREAKER 0OP2220OTM SEE NOTE I G 200A FUSIBLE SAFETY 5f4lQoA SWITCH t PHASE (BY SHELTER MANUFACTURER) EXISTING GROUNDING RING 4 200A MICRIN GENERATOR INTERFACE PANEL (BY SHELTER MANUFACTURER) & TRANSFER SWTCH lk LOAD CENTER NOT LLLLCERCUIMTSUSHDWN ER) 5 6 ARCUS AC at ARGUS 2 ARGUS ��g++ I B �1' RECEPTACLES ARGUS > 10 2 � — LIGHTS it TO GROUNDING RING SINGLE PHASE ELECTRICAL ONE -LINE ®IAGRAM NO SCALE BRIDGING CUPS 3/4 MIN Fit, RACK (SEE NOTE 7) (SEE NOTE 3. 4,6, & 7) i I WHTJBLV -I--- I WHT /BLU j I BLU /WHT 4 i f BLV/WHT WHT /BLU -11 T I WHT /ORG I � I WHT /ORG (SEE NOTES BLU /WHT -j R TX (OUT) I DRG/WHT -I 4iv ORG /WHT B, 9, do 10) 1 I 1 1 1 I I I I 1 WHT /ORG -{ T j I I I ORGfBLU - R Rx (IN) i + i 14 CAT OUTDOOR CAT 5 CABLE (SEE I I I I j NOTE 9) I I I 1 1 I I I I WHY /GR14- -1 }- -- ---------- 1 I I GRN /WHT WHP /BRN -� BRN /WHT TELCO BOARD L_e____ ---- L_____ -- --J -- "--- -' - - -� SOLID 71N I I CONDUR I 1 (SEE NOTE B) TELCO BOARD INSIDE BOTTOM I I BLOCK - I I I I GROUNDING LEAD TO i 1 BE INSULATED WITH I PVC PLASTIC TUBING FUTURE I (11 16'/,.034" ID) i I I I TO TELCO DEMARC I i CAT 5 CABLE, 22 I I GAUGE OR LARGER GND I 1 I I Il LEC'5 HOFFMAN BOX TELCO BOARD (IF APPLICABLE) - --El _� (- .__..._.,._....- - - - - - - - - - - - - - - - - - - - ISTP CATS OUTDOOR RATED TVSS 2 AWG I FACYORY INSTALLED 1 I 2 SPANS POSSIBLE RJ45 CONNECTOR I I I (SHIELDING IS NOT GROUNDED) I 1 1 1 1 1 I T ..................... ; ® per --;POS 1 WHT /BLU FUTURE i - - •` ' 1 POS 2 BLU/WHT I I I WHi ' P45 4 WHT /ORG I I _ L P 5 ORG /WHT I I I 1 -E POS 6 I I ----------------- I I I I- --IP05 7 F I -- -- jPOS 6 ONO I L _ _ _ _ ..- _ _ _ _ _ _ J ' ---- ------- LAND AT NIU TOP VIEW I (SEE NOTES 4 & 5) (PINOJT W7TH CLIP FACING OOYAIWARD) TELCO BOARO L - I I I I I I ORG /WHT - I 4 4 I - - -ORG/ WHT ,------ ---- ------------ -- ---- -- - - - - -- WHT /ORG --I 3 -3 �- - - WHT /ORG I I 1 \ BLU /WHT -J 2 2 I- - - BLU /WHT I TERMINAL /LUG HEAT SHRINK OVER I I I CABLE, CONDUCTORS, 1 WHT /BLU - I 1 1 1 --- WHT /BLU I AND TERMINAL CRIMP 1 I I I ® ® �__= i GND i I L- _- ______ -__� OAT 5 CABLE, 24 j l ^/ GAUGE OR LARGER �,, ✓ r.. I o o HEAT SHRINK I WHT /GRN. GRN /WHT, WHT /BRN, & I O O BRN /WHT CONDUCTORS UNDER ONE TERMINAL I I I I I L TELCO \~` ---------------- - ---_- GROUNDING BAR TO MASTER GROUNDING BAR TELCO INTERFACE SCHEMATIC NO SCALE LEGEND EXOTHERMIC (EXOTHERMIC). COMPRESSION TYPE CONNECTIONS. CHEMICAL ELECTROLYTIC GROUNDING SYSTEM, =ja GROUND ROD WITH INSPECTION SLEEVE. OFEY TEST GROUND ROD WITH INSPECTION SLEEVE, EXOTHERMIC WITH INSPECTION SLEEVE, GROUNDING CONDUCTOR, GROUNDING BAR H (TYP) A (TYP) � E (TYP),._.,, . O \ 1 (TYP) M T X T K P O' / r , r \r I 4 vn I I V TYP) I v , i (TYP) 0 l((��ttRRJJJ]]1��'JJ' i " GROUNDING PLAN SCALEt NTS i:r DiA x 24" DEEP INSPECTION SLEEVE PVC OR SOIL PIPE WITH CAP OR EQUIVALENT FINISHED GRADE z xv /r3,yf� EX07HERMIC CONNECTION X 1' WIDE SLOT FOR GROUNDING CONDUCTOR EXTEND 4" ABOVE \'\\ GROUNDING CONDUCTOR 0 3/4' CRUSHED STONE OR EQUAL FILL TEST WELL TO WITHIN 2' OF "�Y TOP OF GROUNDING Loop CONDUCTOR 2 AWG SOLID TINNED COPPER CONDUCTOR EXTER I- Z- GROUNDING RING GROUND ROD. 5 /H' x 10'-0r LONG COPPER CLAD STEEL TEST GROUND ROD WITH INSPLICHON SLLLVL NO SCALE 2 AWG SOLID TINNED COPPER EXTERIOR GROUND RING 12' DLA x 24 DEEP AGGREGATE SURFACE INSPECPON SLEEVE PVC OR SOIL RPE WITH W OR EXOTHERMIC EQUIVALENT (TYP) CONNECTION (TYP) FINISHED GRADE "K x 310 CRUSHED STONE OR EQUAL FILL TEST X X\, WELL TO WITHIN -V OF TOP Or GROUNDING LOOP CONDUCTOR N GROUND ROD, blerxl LONG COPPER CLAD STEEL (TYP) GROUNDING RING NO SCALE NEWTON INSTRUMENT COMPANY, INC. EACH GROUNDING CONDUCTOR TERMINATINg ON ANY BUTNER, N.C. GROUNDING BAR SHALL HAVE AN IDENTIFICATION TAG ATTACHED AT EACH END THAT WILL 112EN11EY ITS ORIGIN NO REQUIRED PART NUMBER DESCRIPTION AND DESTINATION SECTION "P - SURGE PRQtFCT¢RS (� SOLID GROUNDING (D 1 312598 1 $� 4 (EC) CELL REFERENCE GROUNDING BAR (IF CO- LOCATED) (EC) GENERATOR FRAMEWORK (IF AVAILABLE) (2 AWG) O2 2 390980 WALL MOUNTING (EC) TELCO GROUNDING BAR (2 AWG) BRACKET (EC) COMMERCIAL POWER COMMON NEUTRAL/GROUNDING BOND (3/0) (EC) FIBER GROUNDING BAR (2 AWC) O 4 3015 -8 5 /8" LOCKWASHER (EC) POWER ROOM REFERENCE GROUNDING BAR (2 AWG) (AT &T) RECTIFIER FRAMES SECTION "A° - SURGE ABSORBERS (SEE NOTE 2) (EC) INTERIOR GROUNDING RING (2 AWG) (EC) EXTERNAL EARTH GROUNDING FIELD (BURIED GROUNDING RING) (2 AWG) (EC) METALLIC COLD WATER PIPE (IF AVAILABLE) (1/0 AWG) DOUBLE CRIMP 2 (EC) BUILDING STEEL (IF AVAILABLE) (1/0 AWG) 3 /8'px1 1 /2" CONNECTION INTERIOR 2 SECTION "N" - NON - ISOLATED ONE GROUNDING Z S/S NUT GROUNDING RING (j) EgUIPMENT 3 (EC) MISC NON - ISOLATED GROUNDING ZONE S/S LOCK WASHER 1 Y^" EQUIPMENT (AT &T) -48V POWER SUPPLY RETURN BARE (SEE NOTE 7) SECTION 'T - ISOLATED GROUNDING ZONE S/S FLAT WASHER 0 A N t ® 2 (SEE NOTE 7) P 0 (AT &T) ALL ISOLATED GROUNDING REFERENCE (AT &T) GROUNDING WINDOW BAR (SEE NOTE 1) 6" 11 M INIMUM SPACING (MGB) REFERENCE GROUNDING BAR NO SCALE TO LOW NOISE AMPLIFIER TO TRANSMIT UNITS (LNA) (WHEN REQUIRED) ANTENNA AN RECEIVE ANTENNA 4 OR 5 AWG STRANDED CONDUCTOR GREI RX1 /RX2 JRX2 PLASTIC TYPE 80OV, THWN-2 W WEATHERPROOF 1 CONNECTION HEAT SHRINK r-- (SEE NOTE 8) COAX JUMPER REQUIRED I I r "' STANDARD GROUNDING PER MANUFACTURER I I KR (TYP) RECOMMENDATION OR FOR LL GROUNDING BAR ON WA, EASE OF CONNECTION (TYP) r, , (SEE NOTE 5) FLOOR, OR ON ANTENNA TOWER CONNECTOR �,,,III� I ANTENNA CABLE TO WEATHERPROOFING KR (TYP) — STS (TYP) 000 IN 000 (W FROM LNa (WHEN REQUIRED) -- 6 AWG STRANDED COPPER U CONDUCTOR WITH GREEN. SOOV, THWN -2 INSULATION GROUNDING BAR, ANDREW PART If UGBKIT- 0424 -T (TINNED). A LOCKBOX IS �ENNA DETERMINE NUMBER Of (2) TWO EXOTHERMIC TO B GROUNDING BARS AND THEIR LOCATION WITH 2 AWG SOLID BARE T COPPER GROUNDING CONDA EXOTHERMIC WELD 70 BURI 2 AWG TINNED, SOUR COPPER GROUNDING RING AND GRO CONDUCTOR EXOTHERMIC WELD TO GROUNDING BUS f CONDUCTOR OF GR ANTENNA GROUNDING BAR CONDUCTOR TO GROW NO SCALE NO SCALE TO ANTENNA ANTENNA GROUNDING BAR f u I r LUG (TYP) STANDARD GROUNDING KI7 (TYP) + r I r r1� 5 AWG COPPER A ANTENNA GROUNDING BAR CONDUCTOR (TYP) SEE NOTE 8 LUG (TYP) COAX CABLE (TYP FOR ALL) --2 AWG BARE TINNED COPPER (SEE SHEET GN -S NOTE 3.4(0)4) TO SHELTER ENTRY SEE NOTE 0 PORT VIA TRAY OR ICE BRIDGE CONCRETE PIER 2 AWG BCTW 2 AWC BARE TINNED COPPER + SOLID TINNED TO CONNECTION GROUNDING RING TOWER BASE PLATE i r (APPLICABLE TO NEW TOWERS ` \ ONLY) EXOTHERMIC (tYP) MONOEOLE, GROUNDING NO SCALE _ NO SCALE SEE NOTE S. ICE BRIDGE SLOPE 1'/10' -0 TOWER RDOF SEE NOTE 5 PROPOSED DRIP LOOP 6 ANTENNA CABLES GROUNDING BAR ANTENNA CABLE ENTRY PORTS (CHECKER PLATE) GROUNDING BAR_ w ) I u ANTENNA CABLE � ICE BRIDGE SUPPORT f f E WEATHERPROOFING SHELTER INTERIOR Kit (SEE NOTE 3) PVC L-L CABLE GROUNDING K17 J FINISHED GRACE g r 10' LONG 2 AWG SOLID i TINNED COPPER i r------- CONDUCTOR FOR ICE I Q i FOOTING t BRIDGE SUPPORT (TYP) CONNECTION OF r � _ f KIT TO gN NO EXOTHERMIC EXTERIOR GROUNDING RING CONNECTION (2 AWG SOLID TINNED XOTHERMIC CONNECTION 111 COPPER CONDUCTOR) ROD, 5/8'.10' -0' LONG COPPER CLAD STEEL. ALL GROUNDING RODS SHALL BE INSTALLED WITH INSPECTION ICE BRIDGE AND ANTENNA SLEEVES. (TYP) CABLE DETAIL NO SCALE GENERAL CONSTRUCTION NOTES 1, FOR THE PURPOSE OF CONSTRUCTION DRAWINGS, THE FOLLOWING DEFINITIONS SHALL APPLY: 27, THE SUBGRADE SHALL BE GROUCHY TO A SMOOTH UNIFORM GRADE AND COM GENERAL CONTRACTOR - OVERLAND CONTRACTING INC. (B &V) PERCENT STANDARD PROCTOR DENSITY UNDER PAVEMENT AND STRUCTURES Al SUBCONTRACTOR - CONTRACTOR (CONSTRUCTION) STANDARD PROC70R DENSITY IN OPEN SPACE, ALL TRENCHES IN PUBLIC RC. OWNER - AT &T BE BACKFILLED WITH FLOWABLE FILL OR OTHER MATERIAL PRE - APPROVED BY JURISDICTION. 2, ALL SITE WORK SHALL BE COMPLETED AS INDICATED ON THE DRAWINGS AND AT &T PROJECT SPECIFICATIONS. 28. ALL NECESSARY RUBBISH, STUMPS, DEBRIS, STICKS, STONES, AND OTHER REF REMOVED FROM THE SITE AND DISPOSED OF IN A LAWFUL MANNER, 3, GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL VISIT THE SITE AND SHALL FAMILIARIZE HIMSELF WITH ALL CONDITIONS AFFECTING THE PROPOSED WORK AND SHALL MAKE PROVISIONS 29. ALL BROCHURES, OPERATING AND MAINTENANCE MANUALS, CATALOGS, SHOP D'. GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING OTHER DOCUMENTS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR A HIMSELF WITH ALL CONTRACT DOCUMENTS, FIELD CONDITIONS, DIMENSIONS, AND CONFIRMING CONSTRUCTION AND PRIOR TO PAYMENT. THAT THE WORK MAY BE ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE 30, SUBCONTRACTOR SHALL SUBMIT A COMPLETE SET OF AS -SLALT REDUNES 10 COMMENCEMENT OF WORK. CONTRACTOR UPON COMPLETION OF PROJECT AND PRIOR TO FINAL PAYMENT, 4. ALL MATERIALS FURNISHED AND INSTALLED SHALL BE IN STRICT ACCORDANCE WITH ALL 31. SUBCONTRACTOR SHALL LEAVE PREMISES IN A CLEAN CONDITION, APPLICABLE CODES. REGULATIONS, AND ORDINANCES, GENERAL CONTRACTOR SHALL ISSUE ALL APPROPRIATE NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES, REGULATIONS, AND 32. THE PROPOSED FACILITY WILL BE UNMANNED AND DOES NOT REQUIR£ POTABL LAWFUL ORDERS OF ANY PUBLIC AUTHORITY REGARDING THE PERFORMANCE OF WORK, SEWER SERVICE, AND IS NOT FOR HUMAN HABITAT (NO HANDICAP ACCESS RE( S. ALL WORK CARRIED OUT SHALL COMPLY WITH ALL APPLICABLE MUNICIPAL AND UTIUTY COMPANY 33. OCCUPANCY IS LIMITED TO PERIODIC MAINTENANCE AND INSPECTION, APPROXIL SPECIFICATIONS AND LOCAL JURISDICTIONAL CODES. ORDINANCES, AND APPLICABLE REGULATIONS, PER MONTH, BY AT&T TECHNICIANS. S. UNLESS NOTED OTHERWISE. THE WORK SHALL INCLUDE FURNISHING MATERIALS, EQUIPMENT, 34, NO OUTDOOR STORAGE OR SOLID WASTE CONTAINERS ARE PROPOSED. APPURTENANCES, AND LABOR NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE DRAWINGS. 35, ALL MATERIAL SHALL BE FURNISHED AND WORK SHALL BE PERFORMED IN ACC 7. PLANS ARE NOT TO BE SCALED. THESE PLANS ARE INTENDED TO BE A DIAGRAMMATIC OUTLINE THE LATEST REVISION AT &T S WIRELESS GROUNDING STANDARD TECHNICAL SPECI CONSTRUCTION OF GSMJGPRS WIRELESS SITES" AND `TECHNI CAL SPECIFICATI01 ONLY UNLESS OTHERWISE NOTED, DIMENSIONS SHOWN ARE TO FINISH SURFACES UNLESS GROUNDING. IN CASE OF A CONFLICT BETWEEN THE CONSTRUCTION SPECIFICS OTHERWISE NOTED. SPACING BETWEEN EQUIPMENT IS THE MINIMUM REQUIRED CLEARANCE. DRAWINGS. THE DRAWINGS SHALL GOVERN. THEREFORE, IT IS CRITICAL TO FIELD VERIFY DIMENSIONS. SHOULD THERE BE ANY QUESTIONS REGARDING THE CONTRACT DOCUMENTS, THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR 36, SUBCONTRACTORS SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND i OBTAINING A CLARIFICATION FROM THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. REQUIRED FOR CONSTRUCTION. IF SUBCONTRACTOR CANNOT OBTAIN A PERMIT, DETAILS ARE INTENDED TO SHOWN DESIGN INTENT, MODIFICATIONS MAY BE REQUIRED TO SUIT NOTIFY THE GENERAL CONTRACTOR IMMEDIATELY, JOB DIMENSIONS OR CONDITIONS AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF WORK AND PREPARED BY THE ENGINEER PRIOR TO PROCEEDING WITH WORK -. 37. SUBCONTRACTOR SHALL REMOVE ALL TRASH AND DEBRIS FROM THE SITE ON 8. THE SUBCONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH 38, INFORMATION SHOWN ON THESE DRAWINGS WAS OBTAINED FROM SITE VISITS A MANUFACTURER'S RECOMMENDATIONS UNLESS SPECIFICALLY STATED OTHERWISE. PROVIDED BY THE SITE OWNER. CONTRACTORS SHALL NOTIFY THE ENGINEER 0 9. IF THE SPECIFIED EQUIPMENT CANNOT BE INSTALLED AS SHOWN ON THESE DRAWINGS, THE DISCREPANCIES PRIOR TO ORDERING MATERIAL OR PROCEEDING WITH CONSTRU SUBCONTRACTOR SHALL PROPOSE AN ALTERNATIVE INSTALLATION SPACE FOR APPROVAL BY THE 39. NO WHITE STROBIC LIGHTS ARE PERMITTED. LIGHTING IF REOUIREO, WILL MEET ENGINEER PRIOR TO PROCEEDING. AND REQUIREMENTS, 10, GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA. ADJACENT 40. ALL COAXIAL CABLE INSTALLATIONS TO FOLLOW MANUFACTURER'S INSTRUCTION: AREAS AND BUILDING OCCUPANTS THAT ARE LIKELY TO BE AFFECTED BY THE WORK UNDER THIS RECOMMENDATIONS. CONTRACT. WORK SHALL CONFIRM TO ALL OSHA REQUIREMENTS AND THE LOCAL JURISDICTION, 11, GENERAL CONTRACTOR SHALL COORDINATE WORK AND SCHEDULE WORK ACTIVITIES WITH OTHER 41. NO ADDITIONAL PARKING TO BE PROPOSED. EXISTING ACCESS AND PARKING A DISCIPLINES, 42. NO LANDSCAPING 15 PROPOSED AT THIS SITE. 12, ERECTION SHALL BE DONE IN A WORKMANLIKE MANNER BY COMPETENT EXPERIENCED WORKMAN IN ACCORDANCE WITH APPLICABLE CODES AND THE BEST ACCEPTED PRACTICE. ALL MEMBERS SHALL BE LAID PLUMB AND TRUE AS INDICATED ON THE DRAWINGS, 11 SEAL PENETRATIONS THROUGH FIRE RATED AREAS WITH UL LISTED MATERIALS APPROVED BY LOCAL JURISDICTION. SUBCONTRACTOR SHALL KEEP AREA CLEAN, HAZARD FREE, AND DISPOSE OF ALL DEBRIS. 14. WORK PREVIOUSLY COMPLETED IS REPRESENTED BY LIGHT SHADED LINES AND NOTES. THE SCOPE OF WORK FOR THIS PROJECT IS REPRESENTED BY DARK SHADED LINES AND NOTES, SUBCONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR OF ANY EXISTING CONDITIONS THAT DEVIATE FROM THE DRAWINGS PRIOR TO BEGINNING CONSTRUCTION. 15, SUBCONTRACTOR SHALL PROVIDE WRITTEN NOTICE TO THE CONSTRUCTION MANAGER 48 HOURS PRIOR TO COMMENCEMENT OF WORK 16. THE SUBCONTRACTOR SHALL PROTECT EXISTING IMPROVEMENTS, PAVEMENTS, CURBS, LANDSCAPING AND STRUCTURES. ANY DAMAGED PART SHALL BE REPAIRED AT SUBCONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER. 17. THE SUBCONTRACTOR SHALL CONTACT UTIUTY LOCATING SERVICES PRIOR TO THE START OF CONSTRUCTION, 18, GENERAL CONTRACTOR SHALL COORDINATE AND MAINTAIN ACCESS FOR ALL TRADES AND SUBCONTRACTORS TO THE SITE AND /OR BUILDING. 19, THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SECURITY OF THE SITE FOR THE DURATION OF CONSTRUCTION UNTIL JOB COMPLETION, 2D, THE GENERAL CONTRACTOR SHALL MAINTAIN IN GOOD CONDITION ONE COMPLETE SET OF PLANS WITH ALL REVISIONS, ADDENDA, AND CHANGE ORDERS ON THE PREMISES AT ALL TIMES. 21. THE GENERAL CONTRACTOR AND SUBCONTRACTOR SHALL PROVIDE PORTABLE FIRE EXTINGUISHERS WITH A RATING OF NOT LESS THAN 2 -A OT 2- A:10 -84 AND SHALL BE WITHIN 25 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF WHERE THE WORK IS BEING COMPLETED DURING CONSTRUCTION. 21 ALL EXISTING ACTIVE SEWER, WATER, GAS, ELECTRIC, AND OTHER U71UTIES SHALL BE PROTECTED AT ALL TIMES, AND WHERE REQUIRED FOR THE PROPER EXECUTION OF THE WORK, SHALL BE RELOCATED AS DIRECTED BY THE ENGINEER, EXTREME CAUTION SHOULD BE USED BY THE SUBCONTRACTOR WHEN EXCAVATING OR DRILLING PIERS AROUND OR NEAR UTILITIES. SUBCONTRACTOR SHALL PROVIDE SAFETY TRAINING FOR THE WORKING CREW. THIS SHALL INCLUDE BUT NOT BE LIMITED TO A) FALL PROTECTION, B) CONFINED SPACE, C) ELECTRICAL SAFETY. AND D) TRENCHING & EXCAVATION 23. ALL EXISTING INACTIVE SEWER. WATER, W. ELECTRIC, AND OTHER UTILITIES, WHICH INTERFERE WITH THE EXECUTION OF THE WORK, SHALL BE REMOVED, CAPPED, PLUGGED OR OTHERWISE DISCONNECTED AT POINTS WHICH WILL NOT INTERFERE WITH THE EXECUTION OF THE WORK, AS DIRECTED BY THE RESPONSIBLE ENGINEER, AND SUBJECT TO THE APPROVAL OF THE OWNER AND /OR LOCAL UTILITIES. 24, THE AREAS OF THE OWNER'S PROPERTY DISTURBED BY THE WORK AND NOT COVERED BY THE TOWER, EQUIPMENT OR DRIVEWAY. SHALL BE GRADED TO A UNIFORM SLOPE, AND STABILIZED TO PREVENT EROSION, 25, SUBCONTRACTOR SHALL MINIMIZE DISTURBANCE TO THE EXISTING SITE DURING CONSTRUCTION, EROSION CONTROL MEASURES, IF REQUIRED DURING CONSTRUCTION, SHALL BE IN CONFORMANCE WITH THE FEDERAL AND LOCAL JURISDICTION FOR EROSION AND SEDIMENT CONTROL. 26, NO FILL OR EMBANKMENT MATERIAL SHALL BE PLACED ON FROZEN GROUNDING. FROZEN MATERIALS. SNOW OR ICE SHALL NOT BE PLACED IN ANY FILL OR EMBANKMENT. SITE WORK & DRAIN,AU PART.1 - .GENERAL 2. REMOVE TOPSOIL MATERIAL COMPLETELY FROM THE SURFACE UNTIL THE CLEARING, GRUBBING, STRIPPING, EROSION CONTROL, SURVEY, LAYOUT, SUBGRADE PREPARATION MEETS THE DEFINITION OF TOPSOIL AVOID MIXAG TOPSOIL WITH SUBSO AND FINISH GRADING AS REQUIRED TO COMPLETE THE PROPOSED WORK SHOWN IN THESE PLANS. UNDESIRABLE MATERIALS. 1.1 REFERENCES: 3, EXCEPT WHERE EXCAVATION TO GREATER DEPTH IS INDICATED, FILL DEf FROM CLEARING, GRUBBING AND DEMOLITION WORK COMPLETELY WITH °. A. NDOR (NEBRASKA DEPARTMENT OF ROADS STANDARD SPECIFICATIONS FOR HIGHWAY CONSTRUCTION O, REMOVE FROM THE SITE AND DISPOSE IN AN AUTHORIZED LANDFILL ALL f 2007 EDITION). FROM CLEARING AND GRUBBING OPERATIONS BURNING WILL NOT BE PERA B. ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS). E. PRIOR TO EXCAVATING, THOROUGHLY EXAMINE THE AREA TO BE EXCAVATEI C. OSHA (OCCUPATION SAFETY AND HEALTH ADMINISTRATION). 70 VERIFY THE LOCATIONS OF FEATURES INDICATED ON THE DRAWINGS AN THE EXISTENCE AND LOCATION OF ANY STRUCTURE, UNDERGROUND STRUC 1.2 INSPECTION AND TESTING: REM NOT SHOWN THAT MIGHT INTERFERE WfTH THE PROPOSED CONSTRUC CONSTRUCTION MANAGER OF ANY OBSTRUCTIONS THAT WILL PREVENT ACCT A. FIELD TESTING OF EARTHWORK COMPACTION AND CONCRETE CYLINDERS SHALL BE PERFORMED BY THE WORK AS INDICATED ON THE DRAWINGS, SUBCONTRACTORS INDEPENDENT TESTNG LAB. THIS WORK TO BE COORDINATED BY THE F. SEPARATE AND STOCK PILE ALL EXCAVATED MATERIALS SUITABLE FOR BAC SUBCONTRACTOR. EXCAVATED AND UNSUITABLE MATERIALS SHALL BE DISPOSED OF OFF -SITE B. ALL WORK SHALL BE INSPECTED AND RELEASED BY THE GENERAL CONTRACTOR WHO SHALL CARRY MANNER. OUT THE GENERAL INSPECTION OF THE WORK WITH SPECIFIC CONCERN TO PROPER PERFORMANCE 3.2 BACKFILL: OF THE WORK AS SPECIFIED AND /OR CALLED FOR ON THE DRAWINGS. R IS THE SUBCONTRACTOR'S RESPONSIBILITY TO REQUEST TIMELY INSPECTIONS PRIOR TO PROCEEDING WITH FURTHER WORK THAT A. AS SOON AS PRACTICAL, AFTER COMPLETING CONSTRUCTION OF THE RELA WOULD MAKE PARTS OF WORK INACCESSIBLE OR DIFFICULT TO INSPECT. INCLUDING EXPIRATION OF THE SPECIFIED MINIMUM CURING PERIOD FOR C 1,3 SITE MAINTENANCE AND PROTECTION: CONCRETE, BACKFILL THE EXCAVATION WITH APPROVED MATERIAL TO RESTI FINISHED GRADE. A. PROVIDE ALL NECESSARY JOB SITE MAINTENANCE FROM COMMENCEMENT OF WORK UNTIL 1. PRIOR TO PLACING BACKFILL AROUND STRUCTURES, ALL FORMS SHALL COMPLETION OF THE SUBCONTRACT. THE EXCAVATION CLEANED OF ALL TRASH, DEBRIS, AND UNSUITABLE MA B. AVOID DAMAGE TO THE SITE AND TO EXISTING FACILITIES, STRUCTURES, TREES, AND SHRUBS 2. BACKFILL BY PLACING AND COMPACTING SUITABLE BACKFILL MATERIAL C DESIGNATED TO REMAIN. TAKE PROTECTIVE MEASURES TO PREVENT EXISTING FACILITIES THAT ARE BACKFILL MATERIAL WHEN REQUIRED IN UNIFORM HORIZONTAL LAYERS C 140T DESIGNATED FOR REMOVAL FROM BEING DAMAGED BY THE WORK. THAN $- INCHES LOOSE THICKNESS AND COMPACTED. WHERE HAND OPI C. KEEP SITE FREE OF ALL PONDING WATER. ARE USED, THE FILL MATERIAL SHALL BE PLACED IN LIFTS NOT TO EXC LOOSE DEPTH AND COMPACTED. D, PROVIDE EROSION CONTROL MEASURES IN ACCORDANCE WITH STATE DDT AND EPA REQUIREMENTS 3. WHENEVER THE DENSITY TESTING INDICATES THAT THE CONTRACTOR H0. E. PROVIDE AND MAINTAIN ALL TEMPORARY FENCING, BARRICADES, WARNING SIGNALS AND SIMILAR SPECIFIED DENSITY, THE SUCCEEDING LAYER SHALL NOT BE PLACED UN DEVICES NECESSARY TO PROTECT AGAINST THEFT FROM PROPERTY DURING THE ENTIRE PERIOD OF SPE GE CIFICATION E. THE ARE MET UNLESS OTHERWISE A E CONTRACTOR SHALL TAKE WHATEEVEVE RIZEC ER APF CONSTRUCTION. REMOVE ALL SUCH DEVICES UPON COMPLETION OF THE WORK, NECESSARYCESSARY, , S E NGGI NEE SUCH ER. T AS DISKING AND DRYING, ADDING WATER, OR INCITER F. EXISTING UTILITIES: 00 NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES OCCUPIED BY THE COMPACTNE EFFORT TO MEET THE MINIMUM COMPACTION REQUIREMENT! OWNER OR OTHERS, EXCEPT WHEN PERMITTED IN WRITING BY THE ENGINEER AND THEN ONLY B. THOROUGHLY COMPACT EACH LAYER OF DACKFILL TO A MINMUM OF 95% AFTER ACCEPTABLE TEMPORARY UTILITY SERVICES HAVE BEEN PROVIDED. DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, ASTM D 6S 1, PROVIDE A MINIMUM 48 -HOUR NOTICE TO THE ENGINEER AND RECEIVE WRITTEN NOTICE TO 3.3 TRENCH EXCAVATION; PROrFFD RFFnRF INTFRRHPTING ANY UTILITY SFRVICF PMT 2 - PRODUCTS A, UTILITY TRENCHES SHALL BE EXCAVATED TO THE LINES AND GRADES SHOT DRAWINGS OR AS DIRECTED BY THE GENERAL CONTRACTOR, PROVIDE SHOT 2.1 SUITABLE BACKFILL: ASTM p2321 (CLASS 1, 1:;. III OR NA) FREE FROM FROZEN LUMPS, REFUSE, BRACING AS REQUIRED TO PREVENT CAVING OR SLOUGHING OF THE TRENI STONES OR ROCKS LARGER THAN 3 INCHES 9N ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE B. EXTEND THE TRENCH WIDTH A MINIMUM OF 6 INCHES BEYOND THE OUTS[. THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL. OUTERMOST CONDUIT. 2,2 NON- POROUS GRANULAR EMBANKMENT AND BACKFILL: ASTM D2321 (CLASS III, IVA OR NB) COARSE C. WHEN SOFT YIELDING, OR OTHERWISE UNSTABLE SOIL CONDITIONS ARE EN AGGREGATE. FREE FROM FROZEN LUMPS, REFUSE, STONES OR ROCKS LARGER THAN 3 INCHES IN BACKFILL AT THE REQUIRED TRENCH TO A DEPTH OF NO LESS THAN 12 ANY DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR REQUIRED ELEVATION AND BACKFILL WITH GRANULAR BEDDING MATERIAL. BACKFILL. 3.4 TRENCH BACKFILL: 2.3 POROUS GRANULAR EMBANKMENT AND BACKPLL: ASTM D2321 CLASS IA, IB OR 11) COARSE A. PROVIDE GRANULAR BEDDING MATERIAL IN ACCORDANCE WITH THE ORAWIN AGGREGATE FREE FROM FROZEN LUMPS. REFUSE. STONES OR ROCKS LARGER THAN 3 INCHES IN ANY REQUIREMENTS. DIMENSION OR OTHER MATERIAL THAT MAY MAKE THE INORGANIC MATERIAL UNSUITABLE FOR BACKFILL. 2.4 SELECT STRUCTURAL FILL GRANULAR FILL MATERIAL MEETING THE REQUIREMENTS OF ASTM E850 -95. B. NOTIFY THE GENERAL CONTRACTOR 24 HOURS IN ADVANCE OF BACKFILLIN FOR USE AROUND AND UNDER STRUCTURES WHERE STRUCTURAL FILL MATERIAL ARE REQUIRED, C. CONDUCT UTILITY CHECK TESTS BEFORE BACKFILUNG. BACKFILL AND COMI BEFORE ACCEPTANCE TESTING. 2.5 GRANULAR BEDDING AND TRENCH BA.CKFILU WELL- GRADED SAND MEETING THE GRADATION REQUIREMENTS OF ASTM D2487 (SE OR SW -SM). D. PLACE GRANULAR TRENCH BACKFILL UNIFORMLY ON BOTH SIDES OF THE UNCOMPACTED LIFTS UNTIL 12 INCHES OVER THE CONDUITS. SOLIDLY RAM 2.6 COARSE AGGREGATE FOR ACCESS ROAD SUBBASE COURSE SHALL CONFORM TO ASTM 02940. BACKFILL INTO SPACE AROUND CONDUITS. 2.7 UNSUITABLE MATERIAL: HIGH AND MODERATELY PLASTIC SILTS AND CLAYS (LL >45). MATERIAL E. PROTECT CONDUIT FROM LATERAL MOVEMENT, IMPACT DAMAGE, OR UNSAU CONTAINING REFUSE, FROZEN LUMPS, DEMOLISHED BITUMINOUS MATERIAL, VEGETATIVE MATTER, WOOD, CONDUIT EMBEDMENT ZONE, PLACE AND COMPACT sAT15FACT0 C ABOVE THE O STONES IN EXCESS OF 3 INCHES IN ANY DIMENSION, AND DEBRIS AS DETERMINED BY THE F. MATERIAL E INCH MAXIMUM LOOSE THICKNESS LIFTS TO RESTORE THE CONSTRUCTION MANAGER, TYPICAL THESE WILL BE SOILS CLASSIFIED BY ASTM AS PT, MH, CH, OH, ML, AND OL. SURFACE GRADE, 2.8 OEOTEXTILE FABRIC: MIRAFI 5DOX OR APPROVED EQUAL. G. COMPACT FINAL TRENCH BACKFILL TO A DENSITY EQUAL TO OR GREATER EXISTING UNDISTURBED MATERIAL IMMEDIATELY ADJACENT TO THE TRENCH 2,9 PLASTIC MARKING TAPE: SHALL BE ACID AND ALKALI RESISTANT POLYETHYLENE FILM SPECIFICALLY A MINIMUM OF 958 OF THE MAXIMUM DRY DENSITY AS PROVIDED BY THE MANUFACTURED FOR MARKING AND LOCATING UNDERGROUND UTILITIES, 6 INCHES WIDE WITH A TEST, ASTM 0 $98. MINIMUM THICKNESS OF 0,004 INCH. TAPE SHALL HAVE MINIMUM STRENCT14 OF 1500 PSI IN BOTH 3.5 AGGREGATE ACCESS ROAD; DIRECTIONS AND MANUFACTURED WITH INTEGRAL CONDUCTORS, FOIL BACKING OR OTHER MEANS TO ENABLE DETECTION BY A METAL DETECTOR WHEN BURIED UP TO 3 FEET DEEP. THE METALLIC CORE OF THE TAPE SHALL BE ENCASED IN A PROTECTIVE JACKET OR PROVIDED WITH OTHER M R INDICATED ON THE DRAWINGS. SCARIFY TO A DEPTH OF b MEANS TO A THE LINE; CLEAR, GRUB, STRIP AND EXCAVATE FOR THE ACCESS ROAD TO TO AND PI PROTECT FROM CORROSION. TAPE COLOR SHALL BE RED FOR ELECTRIC LITILITIES AND ORANGE FOR AND OTHER DEFECTS SHALL BE CORRECTED. TELECOMMUNICATION UTILITIES. HOLES, RUTS, SOFT PLACES AWING PART 3 - EYECLITION S. THE ENTIRE SUBGRADE SHALL BE COMPACTED TO NOT LESS THAN 95 PEf MAXIMUM DRY DENSITY AS PROVIDED BY THE STANDARD PROCTOR TEST, A 3.1 GENERAL: C. AFTER PREPARATION OF THE SUBGRADE IS COMPLETE THE GEOTEXTILE FAI A. BEFORE STARTING GENERAL SITE PREPARATION ACTMTIES, INSTALL EROSION AND SEDIMENT CONTROL SHALL BE INSTALLED TO 714E LIMITS INDICATED ON THE DRAWINGS BY ROL MEASURES, THE WORK AREA SHALL BE CONSTRUCTED AND MAINTAINED IN SUCH CONDITION THAT IN OUT LONGITUDINALLY ALONG THE ROADWAY, THE FABRIC SHALL NOT BE of THE EVENT OF RAIN THE SITE WILL BE DRAINED AT ANY TIME. SUBGRADE. PLACE THE ENTIRE ROLL IN A SINGLE OPERATION, ROLLING OL POSSIBLE, B. BEFORE ALL SURVEY, LAYOUT. STAKING, AND MARKING, ESTABLISH AND MAINTAIN ALL LINES, GRADES, ELEVATIONS AND BENCHMARKS NEEDED FOR EXECUTION OF THE WORK. 1, OVERLAPS PARALLEL TO THE ROADWAY WILL BE PERMITTED AT THE CEN LOCATIONS BEYOND THE ROADWAY SURFACE WIDTH (LE, WITHIN THE SH4 C. CLEAR AND GRUB THE AREA WITHIN THE LIMITS OF THE SITE. REMOVE TREES, BRUSH, STUMPS, ONLY, NO LONGITUDINAL OVERLAPS SHALL BE LOCATED BETWEEN THE C RUBBISH AND OTHER DEBRIS AND VEGETA71ON RESTING ON OR PROTRUDING THROUGH THE SHOULDER. PARALLEL OVERLAPS SHALL BE A MINIMUM OF 3 FEET WIDE SURFACE OF THE SITE AREA TO BE CLEARED. 2. TRANSVERSE (PERPENDICULAR TO THE ROADWAY) OVERLAPS AT THE ENI I REMOVE THE FOLLOWING MATERIALS TO A DEPTH OF NO LESS THAN 12 INCHES BELOW THE OVERLAP IN THE DIRECTION OF THE AGGREGATE PLACEMENT (PREVIOUS ORIGINAL GROUND SURFACE: ROOTS, STUMPS, AND OTHER DEBRIS, BRUSH, AND REFUSE SWILL HAVE A MINIMUM LEN07H OF 3 FEET. EMBEDDED IN OR PROTRUDING THROUGH THE GROUND SURFACE, RAKE, DISK OR PLOW THE AREA TO A DEPTH OF NO LESS THAN 6 INCHES. AND REMOVE TO A DEPTH OF 12 INCHES ALL 3. ALL OVERLAPS SHALL BE PINNED WITH STAPLES OR NAILS A MINIMUM 4 ROOTS AND OTHER DEBRIS THEREBY EXPOSED, TO INSURE POSITIONING CURING PLACEMENT OF AGGREGATE. PIN LONG11 25 FOOT CENTERS AND TRANSVERSE SEAMS EVERY 5 FEET, CONCRETE WORK 0 EMBEDDED ITEMS SHALL BE ANCHORED INTO PLACE IN A MANNER TO PR DURING CONCRETE PLACEMENT AND CONSOUOA71ON. COMPONENTS FORMO PART L - rAENERAL COMPLETE ASSEMBLY SHALL BE ALIGNED BEFORE ANCHORING INTO PLACE TEMPORARY BRACING, ANCHORAGE, AND TEMPLATES AS REQUIRED TO MALI 1.1 SCOPE: AND ALIGNMENT, A. FORM WORK, REINFORCING STEEL, ACCESSORIES, CAST -IN PLACE CONCRETE, FINISHING, 3.3 REINFORCEMENT PLACEMENT: CURING AND TESTING FOR STRUCTURAL CONCRETE FOUNpATI0N5, A. PLACE REINFORCEMENT ACCORDING TO CHECKED AND RELEASED DRAWING 1.2 REFERENCES: ACCORDANCE WITH ACI 301 AND ACI 318. A. ACI (AMERICAN CONCRETE INSTITUTE) B. ACCURATELY POSITION, SUPPORT AND SECURE REINFORCEMENT AGAINST FORM WORK CONSTRUCTION OR CONCRETE PLACEMENT AND CONSOUOATIC 1. ACI 301 SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS. REINFORCING ON METAL CHAIRS, RUNNERS, BOLSTERS, SPACERS AND HAI 2. AG 304 RECOMMENDED PRACTICE FOR MEASURING, MIXING, TRANSPORTING AND PLAONG C. SPLICES OF REINFORCING BARS SHALL BE CLASS 8 UNLESS SHOWN 0TH CONCRETE. DRAWINGS. SPLICES SHALL BE STAGGERED, FULL DEVELOPMENT LENGTH S ACROSS JOINTS, 3. ACI 305 RECOMMENDED PRACTICE FOR H07 WEATHER CONCRETING. D. LOCATE REINFORCING TO PROVIDE CONCRETE COVER AND SPACING SHOW 4. ACI 306 RECOMMENDED PRACTICE FOR COLD WEATHER CONCRETING. DRAWINGS. MINIMUM COVER SHALL BE AS REQUIRED BY ACI 318. 5. ACI 308 STANDARD PRACTICE FOR CURING CONCRETING. E. WELDING OF AND TO ANY REINFORCING MATERIALS INCLUDING TACK WELD BARS IS STRICTLY PROHIBTED. 6. ACI 309 STANDARD PRACTICE FOR CONSOLIDATION OF CONCRETE. 3.4 CONCRETE PLACEMENT; 7. ACI 318 BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, A. PRIOR TO PLACING CONCRETE, THE FORMS AND REINFORCEMENT SHALL 1 8. ACI 347 RECOMMENDED PRACTICE FOR CONCRETE FORMWORK DRILL PIERS, INSPECTED: ALL TEMPORARY BRACING. TEES AND CLEATS REMOVED; ALL 0 UTILITIES PROPERLY BOXED: ALL FORMS PROPERLY SECURED IN THEIR Cl B, ASTM (AMERICAN SOCIETY FOR TESTING AND MATERIALS), THE APPLICABLE STANDARDS OF THE MADE TIGHT. ALL REINFORCEMENT AND EMBEDDED ITEMS SHALL BE SECU AMERICAN SOCIETY FOR TESTING AND MATERIALS ARE LISTED IN THE ACI STANDARDS AND ARE PROPER LOCATIONS. ALL OLD AND DRY CONCRETE AND DIRT SHALL BE C A PART OF THIS SPECIFICATION. ALL STANDING WATER AND OTHER FOREIGN MATERIAL REMOVED. PART 2 - PRODUCTS B. PLACING CONCRETE SHALL BE IN ACCORDANCE WITH ACI 301 AND ACI 3 CARRIED OUT AT SUCH A RATE THAT THE CONCRETE PREVIOUSLY PLACED 2,1 REINFORCING MATERIALS: AND INTEGRATED WITH THE FRESHLY PLACED CONCRETE. CONCRETING ON BE CARRIED ON AS A CONTINUOUS OPERATION UNTIL THE SECTION IS CC A. REINFORCING BARS: ASTM A615, GRADE 60, PROPOSED DEFORMED DILLET -STEEL BARS, PLAIN JOINTS SHALL BE ALLOWED, FINISH C. ALL CONCRETE SHALL BE THOROUGHLY CONSOLIDATED AND COMPACTED I B. FURNISH CHAIRS, BOLSTERS. BAR SUPPORTS, SPACERS AS REQUIRED FOR SUPPORT OF SPACING, RODDING, OR FORKING DURING THE OPERATION OF PLACING AN REINFORCING STEEL AND WIRE FABRIC. ACCORDANCE WITH ACI 309. THE CONCRETE SHALL BE THOROUGHLY WON REINFORCEMENT, EMBEDDED ITEMS, AND INTO THE CORNER OF THE FORN 22 CONCRETE MATERIALS: ELIMINATE ALL AIR AND STONE POCKETS. A. PORTLAND CEMENT SHALL BE TYPE I €, CONFORMING TO ASTM C -150. 3.5 FINISHING: B. AGGREGATE SHALL CONFORM TO ASTM C -33. A. FINISHING OF THE FLOOR SLABS SHALL BE IN ACCORDANCE WITH ACI 30 A MINIMUM OF THREE TROWEUNGS, THE SLAB FINISH TOLERANCE AS MEA 1. FINE AGGREGATE SHALL BE UNIFORMLY GRADED, CLEAN SHARP, WASHED NATURAL, OR ACCORDANCE WITH ASTM E 1155 SHALL HAVE AN OVERALL TEST NUMBEF CRUSHED SAND, FREE FROM ORGANIC IMPURITIES, 20 AND FOR LEVEL. FL-15. THE MINIMUM LOCAL NUMBER FOR FLATNES °. LEVEL FL ®10, 2 COARSE AGGREGATE SHALL BE NATURAL WASHED GRAVEL OR WASHED CRUSHED ROCK B. HAVING HARD, STRONG, DURABLE PIECES, FREE FROM ADHERENT COATINGS, . SURFACE OF FLOOR SLAB SHALL RECEIVE TWO COATS OF CLEAR SEALER 3, MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE 3/4 INCH IN ACCORDANCE WITH THE C. ABOVE GRADE WALL SURFACES SHALL HAVE A SMOOTH FORM FINISH AS - REQUIREMENTS OF ASTM C -33 GRADATION SIZE N0. 67, 10 OF ACI 301. C, WATER USED IN CONCRETE MIX SHALL BE POTABLE, CLEAN, AND FREE FROM OILS, ACIDS, 3.6 CURING: SALTS, CHLORIDES. ALKALI. SUGAR. VEGETABLE, OR OTHER DELETERIOUS SUBSTANCES. A. FRESHLY DEPOSITED CONCRETE SHALL BE PROTECTED FROM PREMATURE D. THE CONCRETE SHALL CONTAIN AN AIR - ENTRAINING ADMIXTURE COMPLYING WITH THE EXCESSIVELY HOT AND COLD TEMPERATURES AND SHALL BE MAINTAINED REQUIREMENTS OF ASTM C -260 AND ACI 212, 1R AND A WATER- REDUCING ADMIXTURE MOISTURE LOSS AT A RELATIVELY CONSTANT TEMPERATURE FOR A PERIOC COMPLYING WITH THE REQUIREMENTS OF ASTM C -494 AND ACI 212. 1R. ADMIXTURES SHALL FOR THE HYDRATION OF THE CEMENT AND PROPER HARDENING OF THE I BE PURCHASED AND BATCHED IN LIQUID SOLUTION. THE USE OF CALCIUM CHLORIDE OR AN I , GH E CONCRETE SHALL BE KEPT CONTINUOUSLY M0157 AT LEAST OVERNIGHT, RNI ADMIXTURE CONTAINING CALCIUM CHLORIDE IS PROHIBITED. ADMIXTURES SHALL BE OF THE FOLLOWING THE INITIAL CURING, BEFORE THE CONCRETE HIS T, SAME MANUFACTURER TO ASSURE COMPATIBILITY. ACCEPTABLE MANUFACTURERS ARE: SHALL BE ACCOMPLISHED BY ONE OF THE FOLLOWING MATERIALS OR ME 1. W.R. GRACE 1, PONDING OR CONTINUOUS SPRINKUNG, 2, SIKA CORP. 2, ABSORPTIVE MAT OR FABRIC KEPT CONTINUOUSLY WET. 3, MASTER BUILDERS 3. NON - ABSORPTIVE FILM (POLYETHYLENE) OVER PREVIOUSLY SPRINKLED 4. EUCLID CHEMICAL CO. 4. SAND OR OTHER COVERING KEPT CONTINUOUSLY WET. 5. APPROVED EQUAL 5, CONTINUOUS STEAM (NOT EXCEEDING 150 F) OR VAPOR MIST BATH. E. CURING COMPOUND SHALL CONFORM TO ASTM 0309, TYPE I, 10, CLASS A AND B AND ASTM C171 AS APPLICABLE. 6. SPRAYED -ON CURING COMPOUND APPLIED IN TWO COATS, SPRAYED IN DIRECTIONS. 2.3 CONCRETE MIX: C. THE FINAL CURING SHALL CONTINUE UNTIL THE CUMULATIVE NUMBER OF A. PROPORTION CONCRETE MIX IN ACCORDANCE WITH REQUIREMENTS OF ACI 301. THE STRENGTH THEREOF. NOT NECESSARILY CONSECUTIVE. DURING WHICH TEMPERATURE OF CONCRETE SHALL BE AS INDICATED ON THE DRAWINGS, WHERE STRENGTH IS NOT CLEARLY CONTACT WITH CONCRETE IS ABOVE 50 DEGREES F HAS TOTALED SEVEN INDICATED, CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI, SHALL NOT BE PERMITTED TO FREEZE DURING THE CURING PERIOD. RAPI END OF THE CURING PERIOD SHALL BE PREVENTED. B. THE CONCRETE MIX SHALL BE DESIGNED FOR A MAXIMUM SLUMP OF THREE INCHES (PLUS OR MINUS 1 -INCH) AT THE POINT OF DISCHARGE. MIXES OF THE STIFFEST CONSISTENCY THAT CAN BE EFFICIENTLY PLACED SHALL BE USED, C. ALL CONCRETE SHALL BE TO SIX PERCENT (6X) AIR ENTRAINED (PLUS DR MINUS 1R). D. ALL STRUCTURAL CONCRETE SHALL CONTAIN A WATER - REDUCING AGENT„ PART 3 - EXECUTION 3.1 GENERAL: A. CONSTRUCT AND ERECT THE FORM WORK IN ACCORDANCE WITH ACI 301 AND ACI 347. 6_ COLD- WEATHER CONCRETING SHALL. BE IN ACCORDANCE WITH ACI 306. C. HOT- WEATHER CONCRETING SHALL BE IN ACCORDANCE WITH ACI 305. 3.2 INSERTS, EMBEDDED COMPONENTS AND OPENINGS: A. CONTRACTOR SHALL CHECK ALL CIVIL, ARCHITECTURAL, STRUCTURAL AND ELECTRICAL DRAWINGS FOR OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS AND OTHER ITEMS TO BE BUILT INTO THE CONCRETE WORK. B. COORDINATE THE WORK OF OTHER SECTION IN FORMING AND SETTING OPENINGS. RECESSES, SLOTS, CHASES, ANCHORS, INSERTS AND OTHER ITEMS TO BE EMBEDDED. C. EMBEDDED ITEMS SHALL BE SET ACCURATELY IN LOCATION, ALIGNMENT, ELEVATION AND PLUMBNESS, LOCATE AND MEASURE FROM ESTABUS14ED SURVEYED REFERENCE BENCHMARKS. STRUCTURAL STEEL PART 1 — GENERAL 3. WELDED CONSTRUCTION SHALL COMPLY WITH AWS D1,1 FOR PROCEDUF IA SCOPE: OUALRY OF WELD, AND METHODS USED IN CORRECTING WELDED WORK. A. PROVIDE FABRICATION AND ERCC71ON OF STRUCTURAL STEEL AND OTHER ITEMS AS SHOWN ON 4. THE FABRICATOR SHALL FURNISH AND INSTALL ERECTION CLIPS FOR FF. THE DRAWINGS OR REQUIRED BY OTHER SECTIONS OF THESE SPECIFICATIONS. CONNECTIONS. 1.2 REFERENCES: 5. DOUBLE ANGLE MEMBERS SHALL HAVE WELDED FILLERS SPACED IN AC( CHAPTER E4 OF THE AISC —ASD SPECIFICATION. A. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (RISC). MANUAL OF STEEL CONSTRUCTION (13TH EDITION), ALLOWABLE STRESS DESIGN (ASD). 6. GUSSET AND STIFFENER PLATES SHALL BE 3/8 INCH THICK MINIMUM. B. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM). 3.2 PRIMING: ASTM A36: STRUCTURAL STEEL A. STRUCTURAL STEEL SHALL BE PRIMED AS SPECIFIED HEREIN, UNLESS SHI ASTM A53: PIPE, STEEL BLACK AND HOT DIPPED, ZINC— COATED WELDED AND SEAMLESS- THE DRAWINGS, ASTM AIDS: STEEL BARS, CARBON, COLD FINISHED, STANDARD QUALITY, ASTM Al23: ZNC (HOT — DIPPED GALVANIZED) COATING ON IRON AND STEEL PRODUCTS.. 0. STRUCTURAL STEEL SURFACE PREPARATION SHALL CONFORM TO SSPC —SP ASTM A307 CARBON STEEL BOLTS AND STUDS, 60,000 PSI TENSILE STRENGTH. CLEANING.` ASTM A325: HIGH — STRENGTH BOLT FOR STRUCTURAL STEEL JOINTS, ASTM A490: HEAT — TREATED, STRUCTURAL STEEL BOLTS. 150 (KSI) (1035MPA) TENSILE STRENGTH. C, SURFACE PREPARATION AND PRIMER SHALL BE IN ACCORDANCE WITH AIS( ASTM A50D: COLD— FORMED WELDED AND SEAMLESS CARBON STEEL STRUCTURAL TUBING aN PRACTICE AS INCLUDED IN THE ASO MANUAL OF STEEL CONSTRUCTION. ROUNDS AND SHAPES. D. MATERIALS SHALL REMAIN CLOSED UNTIL REQUIRED FOR USE, MANVFACTV ASTM A563: A OATI N AND ALLOY STEEL NUTS. ASTM 8595: COATINGS OF Z §NC MECHANICALLY DEPOSITED ON IRON AND STEEL, REQUIREMENTS SHALL BE STRICTLY ADHERED TO. ASTM F436: HARDENED STEEL WASHERS, E. PRIMER SHALL BE APPLIED TO DRY, CLEAN, PREPARED SURFACE AND VN ASTM F959: COMPRESSIBLE— WASHER —TYPE DIRECT TENSION INDICATOR FOR USE WITH CONDITIONS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS, UNL.E$ STRUCTURAL FASTENERS. RECOMMENDED BY THE MANUFACTURER PRIMING SHALL. NOT BE DONE WH C. AMERICAN WELDING SOCIETY (AWS): TEMPERATURE IS LESS THAN 50 DEGREES F, THE RELATIVE HUMIDITY IS I AWS AS.t COVERED CARBON STEEL ARC WELDING ELECTRODES. PERCENT. OR THE SURFACE TEMPERATURE IS LESS THAN 5 DEGREES F A AWS A5.5• LOW ALLOY STEEL COVERED ARC WELDING ELECTRODES. POINT, AWS DIA: STRUCTURAL WELDING CODE — STEEL. F. GENERALLY ALL PRIMER SMALL BE SPRAY APPLIED. BRUSH OR ROLLER AI D. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (ftCSC): 'SPECIFlCAT10N5 FOR STRUCTURAL RESTRICTED TO TOUCHUP AND TO AREAS NOT ACCESSIBLE BY SPRAY GUI' JOINTS USING ASTM A325 BOLTS OR ASTM A490 BOLTS" AS ENDORSED BY RISC. G. PRIMER SHALL BE UNIFORMLY APPLIED WITHOUT RUNS, SAGS, SOLVENT B OR OTHER BLEMISHES. ALL BLEMISHES AND OTHER IRREGULARITIES SHALL E. STEEL STRUCTURES PAINTING COUNCIL (SSPC): REMOVED AND THE AREA RE— COATED. SPECIAL ATTENTION SHALL BE PAID SSPC —SP3. POWER TOOL CLEANING. LINES, BOLT HEADS, CORNERS, EDGE$, ETC., TO OBTAIN THE REQUIRED N SSPC —PLANT IT: RED IRON OXIDE, ZINC CHROME, RAW LINSEED OIL OR ALKYD PAINT. THICKNESS. 1,3 SUBMITTALS: H. THE DRY FILM THICKNESS OF THE PRIMER SHALL BE 2,0 MILS. A. SUBMIT THE FOLLOWING FOR APPROVAL: L IF THE PRIMER IS DAMAGED BY WELDING OR PHYSICAL ABUSE, THE AREA TOUCHED —UP AND REPAIRED. THE 7OUCHVP PAINT SHALL BE COMPATIBLE L FABRICATION AND ERECTION DRAWINGS SHOWING ALL DETAILS, CONNECTIONS, MATERIAL PRIMER WITH MINIMUM DRY FILM THICKNESS OF 1,5 MILS DESIGNATIONS, AND ALL TOP STEEL ELEVATIONS. 3.3 INSTALLATION: S. WELDERS SHALL BE QUALIFIED AS PRESCRIBED IN AWS D1,1. PART 2 — PRODUCTS A. INSTALLATION OF STRUCTURAL STEEL SHALL COMPLY WITH AISC "CODE OF PRACTICE 2.1 STRUCTURAL STEEL: B. STRUCTURAL FIELD WELDING SHALL BE DONE BY THE ELECTRIC SUBMERG A. SHAPES, PLATES AND BARS SHALL CONFORM TO ASTM A36 AND ASTM n992, METAL ARC PROCESS. WELDED CONSTRUCTION SHALL COMPLY WITH AWS i C. PROVIDE ANCHOR BOLTS AND OTHER CONNECTORS REQUIRED FOR SECUR B. STRUCTURAL TUBING SHALL CONFORM TO ASTM ASOO. GRADE B. STEEL PIPE SHALL CONFORM STEEL TO ELEVATOR SHAFT WALLS AND OTHER IN —PLACE WORK. PROVIDE TO ASTM A53, TYPE E OR S. GRADE B. OTHER DEVICES NECESSARY FOR PRE —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— CHROMATE PRIMER COMPLYING WITH SSPC PAINT SPECIFICATION NO. 11. PART 3 — EXECUTION 3.1 FABRICATION A. SHOP FABRICATE AND ASSEMBLY MATERIALS AS SPECIFIED HEREIN. 1. FABRICATE 17EMS OF STRUCTURAL STEEL IN ACCORDANCE WITH THE AISC —ASD SPECIFICATION, AND AS INDICATED ON THE APPROVED SHOP DRAWINGS, 2. ALL EXPOSED STRUCTURAL STEEL $HALL Be HOT DIPPED GALVANIZED PER ASTM, 3. PROPERLY MARK AND MATCH —MARK MATERIALS FOR FIELD ASSEMBLY AND FOR IDENTIFICATION AS TO LOCATION FOR WHICH INTENDED, 4. FABRICATE AND DELIVER IN A SEQUENCE WHICH WILL EXPEDITE ERECTION AND MINIMIZE FIELD HANDLING OF MATERIALS. S. WHERE FINISHING IS REQUIRED, COMPLETE THE ASSEMBLY, INCLUDING THE WELDING OF UNITS, BEFORE START OF FINISHING OPERATIONS. 6. PROVIDE FINISH SURFACE OF MEMBERS EXPOSED IN THE FINAL STRUCTURE FREE FROM MARKINGS, BURNS, AND OTHER DEFECTS. B. PROVIDE CONNECTIONS AS SPECIFIED HEREIN: 1. PROVIDE BOLTS AND WASHERS OF TYPES AND SIZE REQUIRED FOR COMPLETION OF FIELD ERECTION. USE 3/4 INCH DIAMETER A325 BOLTS UNLESS NOTED OTHERWISE, 2, INSTALL HIGH STRENGTH THREADED FASTENERS IN ACCORDANCE WITH RCSC 'SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR ASTM A490 BOLTS," D. CHEMICAL ELECTROLYTIC GROUNDING SYSTEM: ELECTRICAL NOTE S I. INSTALL CHEMICAL GROUNDING AS REQUIRED. THE SYSTEM SHALL BE ELECTRODE CONSISTING OF RODS WITH A MINIMUM 2 AWG CU EXOTHE PART 1 - GEHE_Ft4 BOXES, AND BACKFILL MATERIAL, MANUFACTURER SHALL 8E LYNCOLE 1.1 GENERAL CONDITIONS: K2-(-)CS OR K2L -(e)CS (•) LENGTH AS REOU +BRED. A. CONTRACTOR SHALL INSPECT THE EXISTING SITE CONDITIONS PRIOR TO SUBMITING BID. ANY 2. GROUND ACCESS BOX SHALL BE A POLYPLAS71C BOX FOR NON -TRAFI QUESTIONS ARISING DURING THE BID PERIOD IN REGARDS TO THE SUBCONTRACTORS DOWN FLUSH COVER WITH "BREATHEW HOLES, XIT MODEL #XB -22. A FUNCTIONS, THE SCOPE OF WORK, OR ANY OTHER ISSUE RELATED TO THIS PROJECT SHALL CONTROLLING DEVICES SHALL BE PROVIDED WITH ENGRAVED LAMIC01D BE BROUGHT UP DURING THE BID PERIOD WITH THE PROJECT MANAGER FOR CLARIFICATION, CONTROLLED, BRANCH CIRCUITS ID NUMBERING, AND THE ELECTRICAL NOT AFTER THE CONTRACT HAS BEEN AWARDED. 8. THE SUBCONTRACTOR SHALL OBTAIN PERMITS. LICENSES. MAKE ALL DEPOSITS, AND PAY ALL 3. BACKFILL MATERIAL SHALL BE LYNCONITE AND LYNCOLE GROUNDING G FEES REQUIRED FOR THE CONSTRUCTION PERFORMANCE FOR THE WORK UNDER THIS SECTION, E. SYSTEM GROUNDING: C. DRAWINGS SHOW THE GENERAL ARRANGEMENT OF ALL SYSTEMS AND COMPONENTS COVERED 1, ALL GROUNDING COMPONENTS SHALL BE TINNED AND GROUNDING COt UNDER THIS SECTION, THE SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS, DRAWING SHALL SOLID, TINNED, COPPER. ABOVE GRADE GROUNDING CONDUCTORS SHA NOT BE SCALED TO DETERMINE DIMENSIONS, 2. GROUNDING BUSES SHALL BE BARE, TINNED, ANNEALED COPPER BART 1,2 LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES, STANDARD BUS BARS MGB, SHALL BE FURNISHED AND INSTALLED BY NOT BE FABRICATED OR MODIFIED IN THE FIELD. ALL GROUNDING BUS A. ALL WORK SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL MINIMUM 3/4 LETTERS BY WAY OF STENCIUNO OR DESIGNATION PLAT ELECTRICAL CODE, AND ALL APPLICABLE LOCAL LAWS, REGULATIONS, ORDINANCES, STATUTES AND CODES, CONDUIT BENDS SHALL BE THE RADIUS BEND FOR THE TRADE SIZE OF CONDUIT IN COMPLIANCE WITH THE LATEST EDITIONS OF NEC, 3. CONNECTORS SHALL BE HIGH- CONDUCTIVV. HEAVY DUTY, LISTED AN( 0 REFERENCES: CONNECTORS FOR THE MATERIALS USED. USE TWO -HOLE COMPRESSIC MECHANICAL CONNECTIONS. A. THE PUBLICATIONS LISTED BELOW ARE PART OF THIS SPECIFICATION, EACH PUBLICATION SHALL 4, EXOTHERMIC WELDED CONNECTIONS SHALL BE PROVIDED IN KI7 FORM BE THE WEST REVISION AND ADDENDUM IN EFFECT ON THE DATE, THIS SPECIFICATION IS TYPES, SIZES, AND COMBINATIONS OF CONDUCTORS AND OTHER ITEMS ISSUED FOR CONSTRUCTION UNLESS OTHERWISE NOTED. EXCEPT AS MODIFIED BY THE REQUIREMENT SPECIFIED HEREIN OR THE DETAILS OF THE DRAWINGS, WORK INCLUDED IN THIS 5, GROUND RODS SHALL BE COPPER -CLAD STEEL WITH HIGH - STRENGTH SPECIFICATION SHALL CONFORM TO THE APPLICABLE PROVISION OF THESE PUBLICATIONS.. ELEC7ROLY7IC -GRADE COPPER OUTER SHEATH, MOLTEN WELDED TO CI 1. ANSI /IEEE (AMERICAN NATIONAL STANDARDS INSTITUTE) RODS SHALL BE INSTALLED WITH INSPECTION SLEEVES. 2. ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS) B. INSTALL AN EQUIPMENT GROUNDING CONDUCTOR IN ALL CONDUITS IN 3. ICE (I SULATED CABLE ENGINEERS ASSOCIATION) SPECIFICATIONS AND NEC, THE EQUIPMENT GROUNDING CONDUCTORS 4, NEMA (NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION) BOXES, PULLBOXES, DISCONNECT SWITCHES, STARTERS, AND EQUIPMEt 5. NFPA (NATIONAL FIRE PROTECTION ASSOCIATION) F, OTHER MATERIALS: d. OSHA (OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION) 7. AT &T LABORATORIES, INC) 1. THE SUBCONTRACTOR SHALL PROVIDE OTHER MATERIALS. THOUGH N07 8. MOBILITY GROUNDING STANDARD D N 0 -00071 ARE REQUIRED FOR A COMPLETELY OPERA710HAL SYSTEM AND PROPEI IA SCOPE OF WORK: 2, PROVIDE PULL BOXES AND JUNCTION BOXES WHERE SHOWN OR REOL A. WORK UNDER THIS SECTION SHALL CONSIST OF FURNISHING ALL LABOR, MATERIAL, AND G. PANELS AND LOAD CENTERS: ASSOCIATED SERVICES REQUIRED TO COMPLETE REQUIRED CONSTRUCTION AND BE OPERATIONAL. 1. ALL PANEL DIRECTORIES SHALL BE TYPEWRITTEN, 8. ALL ELECTRICAL EQUIPMENT UNDER THIS CONTRACT SHALL BE PROPERLY TESTED, ADJUSTED, AND ALIGNED BY THE SUBCONTRACTOR PART 3 - EXECUTION C, THE SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXCAVATING, DRAINING, TRENCHES, 3.1 GENERAL: BACKFILUNG, AND REMOVAL OF EXCESS DIRT_ D. THE SUBCONTRACTOR SHALL FURNISH TO THE OWNER WITH CERTIFICATES OF A FINAL A. ALL MATERIAL AND EQUIPMENT SHALL BE INSTALLED IN STRICT ACCOROAI INSPECTION AND APPROVAL FROM THE INSPECTION AUTHORITIES HAVING JURISDICTION. RECOMMENDATIONS, E. THE SUBCONTRACTOR SHALL PREPARE A COMPLETE SET OF AS -BUILT DRAWINGS, DOCUMENT B. DR SHALL JURYIGHLY COVERED ND ROT DIRT RI AL WIRING EQUIPMENT CONDITIONS, AND CHANGES WHILE COMPLETING THIS CONTRACT, THE AS -BUILT DRAWINGS SHALL BE SUBMITTED AT COMPLETION OF THE PROJECT. 3,2 LABOR AND WORKMANSHIP: PPbEl 2 -, PRODUCTS A, ALL LABOR FOR THE INSTALLATION OF MATERIALS AND EQUIPMENT FURNI 2.1 GENERAL: SHALL BE INSTALLED BY EXPERIENCED WIREMEN, IN A NEAT AND WORKM A, ALL MATERIALS AND EQUIPMENT SHALL BE UL LISTED, NEW, AND FREE FROM DEFECTS, B. ALL ELECTRICAL EQUIPMENT SHALL BE ADJUSTED, ALIGNED AND TESTED REQUIRED TO PRODUCE THE INTENDED PERFORMANCE, B. ALL ITEMS OF MATERIALS AND EQUIPMENT SHALL BE ACCEPTABLE TO THE AUTHORITY HAVING C. UPON COMPLETION OF WORK, THE SUBCONTRACTOR SHALL THOROUGHLY JURISDICTION AS SUITABLE FOR THE USE INTENDED. REMOVE ALL LABELS AND ANY DEBRIS, CRATING OR CARTONS AND LEAVE C. ALL EOUIPMENT SHALL BEAR THE UNDERWRITERS LABORATORIES LABEL OF APPROVAL, AND READY FOR OPERATION, SHALL CONFORM TO REQUIREMENT OF THE NATIONAL ELECTRICAL CODE, 3.3 COORDINATION: 0, ALL OVERCURRENT DEVICES SHALL HAVE AN INTERRUPTING CURRENT RAING EQUAL TO OR IC TE THE INSTALLATION OF ELECTRIC OR SHALL CO BSU THE CONTRACT COORDINATE TR GREATER THAN THE SHORT CIRCUIT CURRENT TO WHICH THEY ARE SUBJECTED, 10,000 AIC A. THE SUBCONTRACTOR EQUIPMENT ORDINA SCHEDULE TO PREVENT UN MINIMUM. VERIFY AVAILABLE SHORT CIRCUIT CURRENT DOES NOT EXCEED THE RATING OF ELECTRICAL EQUIPMENT. 3.4 INSTALLATION: 2,2 MATERIALS AND EQUIPMENT: A. CONDUIT. A. CONDUIT: 1. ALL ELECTRICAL WIRING SHALL BE INSTALLED IN CONDUIT AS SPECIFIE 1. RIGID METAL CONDUIT (RMC} SHALL BE HOT- DIPPED GALVANIZED INSIDE AND OUTSIDE CONDUIT OR TUBING OF LESS THAN 3/4 INCH TRADE SIZE. INCLUDING ENDS AND HR S AND ENAMELED OR LACQUERED INSIDE IN ADDITION TO 2. PROVIDE RIGID PVC SCHEDULE BO CONDUITS FOR ALL RISERS, RMC C GALVANIZING. INSTALLED FOR EXTERIOR CONDUITS WHERE NOT SUBJECT TO PHYSFCA 2. LIOUIDTFGHT FLEXIBLE METAL CONDUIT SHALL BE UL LISTED, 3. THE INSTALLATION OF SCHEDULE 40 PVC AND RMC CONDUITS SHALL 3. CONDUIT CLAMPS, STRAPS AND SUPPORTS SHALL BE STEEL OR MALLEABLE IRON. ALL 90 DEGREE BENDS SHALL BE RMC. EXPANSION JOINTS ARE REQUIRED FITTINGS SHALL BE COMPRESSION AND CONCRETE TIGHT TYPE. GROUNDING BUSHINGS WITH 4. USE GALVANIZED FLEXIBLE STEEL CONDUIT WHERE DIRECT CONNECTIOI INSULATED THROATS SHALL BE INSTALLED ON ALL CONDUIT TERMINATIONS, VIBRATION, OR FOR EASE OF MNNTENANCE. USE LIQUID TIGHT, FLEXIB 4. NONMETALLIC CONDUIT AND FITTINGS SHALL BE SCHEDULE 40 PVC, INSTALL USING APPLICATIONS INSTALL GALVANIZED FLEXIBLE STEEL CONDUIT AT ALL F SOLVENT- CEMENT -TYPE JOINTS AS RECOMMENDED BY THE MANUFACTURER, EQUIPMENT MOUNTED ON SUPPORT TO ALLOW FOR EXPANSION AND Cl B. CONDUCTORS AND CABLE: 5, THREE QUA CONDUIT TR NDS- CONDUIIT END S EQUIPMENT MADE SHALL NOT UI 1. CONDUCTORS AND CABLE SHALL BE FLAME- RETARDANT, MOISTURE AND HEAT RESISTANT DEGREE ELBOWS MAY BE USED. THERMOPLASTIC, SINGLE CONDUCTOR, COPPER, TYPE THHN/THR41 -2. 600 VOLT, SIZE AS b. FIELD FABRICATED CONDUITS SHALL BE CUT SQUARE WITH A CONDUIT INDICATED, 12 AWG SHALL BE THE MINIMUM SIZE CONDUCTOR USED. PROVIDE A SMOOTH INSIDE SURFACE. 2. 10 AWG AND SMALLER CONDUCTOR SHALL BE SOLID OR STRANDED AND 8 AWG AND 7. PROVIDE INSULATED GROUNDING BUSHING FOR ALL CONDUITS. LARGER CONDUCTORS SHALL BE STRANDED. 3, SOLDERLESS, COMPRESSION -TYPE CONNECTORS SHALL BE USED FOR TERMINATION OF ALL S. SUBCONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONDUITS DUI STRANDED CONDUCTORS, OPENINGS IN THE CONDUIT SYSTEM SHALL BE PLUGGED OR CAPPED 1 OR FOREIGN MATTER, SUBCONTRACTOR SHALL REPLACE ANY CONDUITS 4. STRAIN -RELIEF SUPPORTS GRIPS SHALL BE HUBBELL KELLEMS OR APPROVED EQUAL. THAT CANNOT BE REMOVED. CABLES SHAD. BE SUPPORTED IN ACCORDANCE WITH THE NEC AND CABLE MANUFACTURER'S 9, ALL CONDUITS SHALL BE SWABBED CLEAN BY PULLING AN APPROPRIAT RECOMMENDATIONS. CONDUIT BEFORE INSTALLATION OF CONDUCTORS OR CABLES. CONDUIT 5. ALL CONDUCTORS SHALL BE TAGGED AT BOTH ENDS OF THE CONDUCTOR, AT ALL PULL DEBRIS, BOXES, J- BOXES, EQUIPMENT AND CABINETS AND SHALL BE IDENTIFIED WITH APPROVED 10, INSTALL PULL STRINGS IN ALL CLEAN EMPTY CONDUITS. IDENTIFY PULI PLASTIC TAGS (ACTION CRAFT, BRADY, OR APPROVED EQUAL), 11. INSTALL 2` HIGHLY VISIBLE AND DETECTABLE TAPE lit ABOVE ALL UN C. DISCONNECT SWITCHES: CONDUCTORS. 1. DISCONNECT SWITCHES SHALL BE HEAVY DUTY, DEAD - FRONT, OUICK -MAKE, OUICK- BREAK, 12, CONDUITS SHALL BE INSTALLED IN SUCH A MANNER AS TO INSURE A( EXTERNALLY OPERABLE, HANDLE LOCKABLE AND INTERLOCK WITH COYER IN CLOSED CONDENSATION, POSITION, RATING AS INDICATED, UL LABELED FURNISHED IN NEMA 3R ENCLOSURE, 13, PROVIDE CORE DRIVING AS NECESSARY FOR PENETRATIONS TO ALLOW $QUAKE -0 OR APPROVED EQUAL. ROUTED THROUGH THE BUILDING. 00 NOT PENETRATE STRUCTURAL ME PENETRATIONS IN FIRE RATED CONSTRUCTION SHALL BE EFFECTIVELY WHICH SHALL MAINTAIN THE FIRE RATING OF THE WALL OR STRUCTURE PENETRATIONS SHALL PREVENT PASSAGE OF WATER, SMOKE, FIRE, ANC UL APPROVED FOR THIS PURPOSE. OAK DR P T T H WILBUR ST SITE 75 w � CHARLOT ST 4 p POINT OF TERMINATION `® �LITY EASEMENT AND N m WOOD CE WITH CATE VICINITY MAP (NOT TO SCALE) LEG (M) MEASURED DISTANCE Ep ELECTRIC BOX (P) PLATTED DISTANCE ® TELEPHONE BOX CATTLE CROSSING (R) RECORDED DISTANCE POWER POLE WITH GATE (0) DEEDED DISTANCE x*x LIGHT POST FOUND CORNER a- HYDRANT EXISTING GRAVEL DRIVE O SET CORNER 0 TREE - DECIDUOUS FOR ACCESS TO SITE ® BENCH MARK TREE - CONIFEROUS SECTION CORNER 0— FENCE - CHAIN LINK p CENTERLINE D— FENCE - WOOD APPARENT X— FENCE - BARB WIRE PROPERTY LINE LINE TABLE TAX L( LIPtE INC DIST U �. » L2 '4 "E 37.& L3 'S » E 24;$Y raT'3t' 64 4 , LS L6 1 f L7 S72XAEW Le » 7' L® N47 ' L10 A 370-5011*W 5Z72'-- 01 H '44' "W 7 3' LT2 88° » GRAPMC SC 100 0 fi4 100 (m ) 1 iaah ® 100 tL (n x'17) 1 imb . w tl (24:58) BOUNDARY NOTICE sB»sa PARENT PARCEL(S) BOUNDARY LINES 660. SHOWN ON THESE DRAWINGS ARE S8950,17»E CALCULATED FROM RECORDED DOCUMENTS 1320.17' AND ARE NOT INTENDED T4 BE USED FOR BOUNDARY LOCATIONS, PRE — CONSTRUCTION ONLY THIS DRAIINO IS FOR SURVEY PURPOSES. ONLY AND IS NOT INTENDED AS A CONSTRUCTION DOCUMENT. EASEMENTS COVENANTS CONDITIONS AND RESTRICTIONS TITLE PROVIDED BY U.S. TITLE SOLUTIONS, LEBANON, NJ; FILE NO.; 34437- NE1007 -5039; REFERENCE NO.: 1161; SITE NAME; BLAIR SOUTH; DATE OF REPORT: 8/13/2010; TITLE IN FEE SIMPLE TITLE TO: CITY OF BLAIR; SOURCE OF TITLE: WARRANTY DEED, RECORDED JULY 25, 1885, BOOK 2i. PACE 275, ITEMS 1 -4: N /A. ITEM 5: NO JUDGMENTS LIENS OR UCC FILINGS FOUND WITHIN PERK SEARCHED. ITEM 6: NO GOVETNANTS/RESTRICTIONS FOUND WITHIN PERIOD SEARCHED. ITEM 7: INGRESS AND EGRESS EASEMENT GRANTED TO BLAIR TELEPHONE COMPANY TO ENTER UPON AND TO CONSTRUCT, OPERATE 23 ® SECTION T1188NN. MOBILE 6TH CITY O F BL N A A IR. WASHIINNGTON IN NEBRASKA, RECORDED 4 /66/ 962, BOOK (UNKNOWN), PAGE 480. NOT PLOTTED. DOES NOT AFFECT LEASE S17E OR ACCESS/UITUTY EASEMENT, PARENT PARCEL DESC:RIP110N TAX LOT 23, LOCATED SECTION 14, TOWNSHIP 18 NORTH, RANGE 11 EAST OF THE 67H P.M., WASHINGTON COUNTY, NEBRASKA, ALONG WITH: TRACT 'A", LOCATED IN THE NORTHEAST QUARTER OF THE SOUTHEAST QUARTER, SECTION 14, TOWNSHIP 18 NORTH, RANGE 11 EAST OF THE 67H P.M., WASHINGTON COUNTY, NEBRASKA. AND ALSO ALONG WITH: TRACT '8 LOCATED IN PART OF TAX LOT 24, LYING IN THE SOUTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 14, TOWNSHIP 18 NORTH, RANGE 11 EAST OF THE 67H P.M., WASHINGTON COUNTY, NEBRASKA. EXISTIG LEASE SITE DESCRIPTION NOT PROVIDED AT TIME OF SURVEY. PROPOSED LEASE SITE DESCRIPTION TO BE DETERMINED, ACCESS AND UTILITY EASEMENT DESCRIPTION A 12 -FOOT WIDE ACCESS AND UTILITY EASEMENT, LOCATED IN PART OF TAX LOT 23, AND PART OF TRACT 'B', ALL LOCATED IN THE SEI /4 OF THE NEI 4, SECTION 14, TOWNSHIP 18 NORTH, RANGE 11 EAST, 6TH P.M., WASHINGTON COUNTY. NEBRASKA, IN PART OF TRACT "A', LOCATED IN PART OF THE NE1 /4 OF THE SE1 4. OF SAID SECTION 14, BEING 6 FEET ON EACH SIDE OF THE CENTERLINE BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 14; THENCE ALONG THE EASTERLY LINE OF SAID SE1/4 OF THE NE1 /4, NOO- OV32 - W, A DISTANCE OF 123,48 FEET; THENCE SS914'28"W. A DISTANCE OF 81.85 FEET TO THE POINT OF BEGINNING; THENCE S03 7 40'26E, A DISTANCE OF 25.17 FEET; THENCE S5524'49% A DISTANCE OF 37.30 FEET. S2272'S7'E. A DISTANCE OF 24.83 FEET; THENCE SOO'42'50'W. A DISTANCE OF 32.96 FEET; THENCE, S41'56'43 - W. A DISTANCE OF 22.52 FEET; THENCE S72'06'54 "W, A DISTANCE OF 17.40 FEET, THENCE S89'40'11 "W, A DISTANCE OF 58.29 FEET; THENCE NSO'01'10 - W. A DISTANCE OF 21.47 FEET: THENCE U47-10'48'W DISTANCE OF 35.55 FEET; THENCE ` N30'50'11 - W A DISTANCE OF 5172 FEET-. THENCE NOO'44'23'W. A DISTANCE OF 117.73 FEET, THENCE 1488'47'54 A DISTANCE OF 8.611 FEET, TO A POINT ON THE WESTERLY LINE OF SAID TRACT '8" OF TAX LOT 24, BEING INC POINT OF TERMINATION. ACCESS EASEMENT DESCRIPTION ACROSS TAX LOT 24 CURRENT LAND OWNER PALL ALLOW ACCESS TO SITE OVER GRAVEL ROAD AS NOW CONSTRUCTED THROUGH TAX LOT 24, LOCATED WITHIN THE SE1 /4 OF THE NE1 /4, SECTION 14, TOWNNSHIP 18 NORTH, RANGE 11 EAST OF THE 67H P.M., WASHINGTON COUNTY, NEBRASKA. SURVEY NOTES I. SITE BENCH MARK: RIM OF SEWER MANHOLE, 17.5 FEET WEST OF THE SOUTHWEST CORNED OF EINTING SHELTER, ELEVATION 1308.89 FEET - NAVID '88. 2. DATUM BENCH MARK: CITY BENCH MARK If 359. ELEVATION: 1091.42 FEET - NAVO '88. 3. BASIS OF BEARINGS: BEING S89'50'17 "E. BETWEEN A FOUND STONE AT THE SOUTHWEST CORNER OF SE1/4 OF THE NEi /14. OF SAID SECTION 14, AND THE CAL.CIJLA70 EAST 1/4 CORNER OF SAID SECTION 14, AS DETERMINED BY CALCULATIONS BY THE LEITZ CPS BEACON ANTENNA TYPE TRB AND LEITZ ONE STEP SOFTWARE. 4. ALL BEARINGS SHOWN ARE GRID BEARINGS BASED ON 1983 NEBRASKA STATE PLANE COORDINATES, U.S. FOOT. 5, ALL HORIZONTAL DATUM IS IN NAD '63, ALL VERTICAL DATUM IS IN NAVO '88, 6, SUBJECT PROPERTY APPARENTLY FALLS IN THE CONFINES OF A ZONE "C' AS DETERMINED BY FEMA FLOOD MAP NUMBER 31022800088, CITY OF SLAIR/WASHINGTON COUNTY FLOOD MAP. NEBRASKA EFFECTIVE 7/16/1981. DEFINITION OF ZONE 'X' PER FEMA: ZONE 'C' AREAS DETERMINED TO BE MINIMAL. CHANCE OF FLOODING.