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6900 SW SANDBURG STREET-3 I ,r �.5 :''F.: •• ••xj'/r ,,�,sya ',+.��t. ,�•, < ft., �, i} ♦.. �..: 4,^ a •yip e,;. o• . ,j' n 0.. .k;. ,r•"•r. TIC ti .5 ''.° "-. ^ 0 n' ;� � ..+ ! '`�f• < rS,' n. ,t, ",',. .v fir' �,• 'S'•tl��. ;'��a,� .r�. .a� � it a -*. :1r`( t T KRUSE Vv AY/US WEST ABBREVIATIONS & SYMBOLS ACD ACCESS DOOR MECH. MECHANICAL —DETAIL NUMBER ADJ. ADJUSTABLE MFR. MANUFACTURER ALUM. ALUMINUM MIN. MINIMUM GENERAL CROSS 10220 SW GREENBURG ROAD TE-' APPROX. APPROXIMATE MT L. METAL REFERENCING SUI #601 AWG AMERICAN WIRE GUAGE MGR. MANAGER PORTLAND, OR 9723 BLKG. BLOCKING N.I.C,. NOT IN CONTRACT ----- -SHEET NUMBER 503-293-5500 BMR BASE MOBiLE RADIO N.T.S. NOT TO SCALE CAB. CABINET O.C. ON CENTER 100 CLG. CEILING OPP. OPPOSITE D ROAM NUMBER CONC. CONCRETE PT PAINT CONT. CONTINUOUS PR. PAIR 21 KEYED NOTE D Cu COPPER S.F. SQUARE FOOT DIA, DIAMETER SHT. SHEET DWG. DRAWINGSim. SIMILAR ELEVATION � EA. EACH STL. STEEL w ST N M, N.PL ELEC. ELECTRICAL SUSP. SUSPENDED t EQ. EQUAL S.V. SHEET VINYL SECTION TE ` EQUIP. EQUIPMENT TGL TEMPERED GLASS PAIR D EXIST. EXISTING TNND TINNED EXT. EXTERIOR T.O.C. TOP OF CONCRETE ®-- ' �F F.F. FINISH' FLOOR T.O.M. TOP OF MASONRY D ETAI L GA. GAUGE TYP. TYPICAL GALV. GALVANIi-ED U.O.N. UNLESS OTHERWISE NOTED 1 GBX GYPSUM BOARD TYPE "X" V.I.F. VERIFY IN FIELD - A? - INTERIOR ELEVATIONS � -- � G.C. GENERAL CONTRACTOR V.T. VINYL TILE GRND GROUND WDW. WINDOW SITE NAME: GYP. BD. GYP'JUM BOARD W 'N.F. WELDED WIRE FABRIC REvlslotvs HARD'WD. HARDWOOD W/ WITH INT. INTERIOR & AND NO. DATE DESCRIPTION MAX. MAXIMUM AT r% KnUS WAY T0 06/19/98 CD PERMIT US WES r— h VICINITY MAP SCALE: N.T.S. 3 SITE DUMBER: DRIVIr`v DIRECTIONS: Y sw DARTMOUTH ST. .' FROM NEXTEL'S PORTLAND OFFICE, LEFT OR0113 .I■, t ON GREENBURG RD. TO HWY 217, LEFT GAZLEY (SOUTHEAST) ON HWY 217 1.8 MILES TO PLOWMAN 72ND AVE. EXIT. RIGHT (SOUTH) ON 72ND AVE. 1 MILE TO SW SANDBURG ST. LEFT (EAST) ON SANDBURG, 1711 Y OF TIGARD V ARCHITECTS WHICH MAKES A 90 TIGARD DEGREE TURN IN THE RIGHT, THEN A 90 DEGREE TURN TO THE LEFT. LOOK FOR A � Approved......................................••"♦,'.. [ j; 2701 .vW Vaughn sw Conditicnally Approved................ Suite 764 MONOPOLE ON RIGHT (SOU TH) BEHIND ti� WESTERN FREEZER (6900). `` the p described I Portland 80 97210 503 274 7800 � S90 LUtter t0: Follow..................... .. ... [ j: 503 274 78173 Fax 3 v, Attach............................. .[ T ,� . � Job b Address: y Date:_4, 4f* •g ST. X CITY OF TIGARD Approved.............................................. .[ Conditionally Aoproved..........................[ BONITA For onlythe wo,k as described in: N SW SANDBURG PERMIT CDsw TECH ST. Sev Latter to: Fallow..... ....................... .[ MNTM DR. - �,.,.._.� Altach.. . .. ( �: Job Address: .�L 1,., r , , THE FOLLOWING PARTIES HEREBY APPROVE SITE NAME: OWNER: LEGAL DESCRIPTION — LEASE AREA: r AND ACCEPT THESE DOCUMENTS AND ARCHITECTSHT. SITE NAME AUTHORIZE THE CONTRACTOR TO PROCEED KRUSE WAY/US WEST J do K PROPERTIES DESCRIPTION ��,�„�� , 6900 SW SANDBURG STREET NO. A PARCEL OF LAND LYING IN THE SOUTHEAST ONE-QUARTER OF WITH THE CCNSTRUCTION DESCRIBED HEREIN. GALLEY PLOWMAN ARCHITECTS, AIA _'ITE NUMUER, TIGARD, OR 97223 — --- SECTION 1, TOWSHIP 2 SOUTH, RANGE 1 WEST OF THE ALI. CONSTRUCTION DOCUMENTS ARE SUBJECT 2701 N.W VAUGHN ORO 113-3 (503 624-0722 KRUSE WAY/US1AlL ST WILLAMETTE MERIDIAN, IN THE CITY OF TIGARD, COUNTY OF TO REVIEW BY THE LOCAL BUILDING DEPARTMENT SITE AQDRE�S; - WASHINGTON AND STATE CF OREGON, AND BEING A PORTION OF AND ANY CHANGES OR MODIFICATIONS THEY SUITE 764 6900 SW SANDBERG STREET LESSOR: T-1,0 TITLE SHEET AND VICINITY MAP THAT PROPERTY DESCRIBED IN THE WARRAN'Y DEED TO J&K MAY IMPOSE. PORTLAND, OR 97210 TIGARD, OR. 97223 US WEST PROPERTIES CORPORATION, RECORDED MARCH 11, 1993 AS (WASHINGTON COUNTY) 5950 NE 122ND AVF.. #221 c-1.0 SITE SURVEY DOCUMENT NO. 9.5018258, WASHINGTON COUNTY DEED RECORDS, LANDLORD DATE PHONE: (503) 274-7800APPLICANT LEASEE OPERATOR: PORTLAND, OR 97230 YORE PARTICULARLY DESCRIBED AS FOLLOWS: FAX: (503) 274-7803 SANDRA WALDEN (503) 251-7393 -- SITE NUMBER NECOMM CORPORATION, N.A., ► COMMENCING AT THE SOUTHWEST CORNER OF SAID PROPERTY AS — CONTACT: BRIAN F'AJARDO A DELAWARE CORP., dba NEXTEL COMM. APPLICANTS REPRESENTATIVE L-1.0 LANDSCAPE PLAN 10220 SW GREENBURG RD. �� SHOWN ON SURVEY NUMBER 25110, WASHINGTON COUNTY SURVEY D. GARVEY CORPORATION I--- — RECORDS; NEXTEL DATE SUITE bbl PORTLAND, 017. 97223 10101 5W BARBUR BLVD. --- - ---- OFFICE: SUITE 207 A—1.0 SITE PUN & PILARGED SITE PLAN THENCE, ALONG THE WESTERLY LINE OF SAID PROPERTY, NORTH SURVEY (503) 293-5556 - EIFVATWNS PORTLAND, OR 97219 A-2.0 �(TFRIo',� 05'27'45" APPROVALS CONTACT: ALAN ;TUMPP 7'45" WEST 51.18 FEET; OFFICE: (503) 977-3116 -- — DAVID EVANS AND ASSOCIATES, CONTACT: JOHN SILENZI A-3,o COWYMUCTION DETAILS SITE ADDRESS THENCE, LEAVING SAIL' WESTERLY LINE AND RUNNING NORTH 2828 SW CORBETT AVE. PRO ECT SCRIETION —_ _ -__ --_ 8432'15" EAST 11.80 FEET TO THE TRUE POINT OF BEGINNING OF PORTLAND, OR. 972.01 NEXTEL. CORPORATION PROPOSES TO CONSTRUCT, OPERATE AND MAINTAIN A--4.0 ANTENNA OETAILS, T M DETAILS, CABLE DETAILS THIS DESCRIPTION; AN UNOCCUPIED, ENHANCED SPECIALIZED MOBILE RADIO (C-SMR) — 1, Required special inspections shall be performed b an inuependent special inspector per PHONE: (503) 223-6663 COMMUNICATIONS FACILITY. THE FACILITY WILL CONSIST OF A -- TH-NCE, NORTH 8432'56" EAST A DISTANCE OF 35.72 FEET; 7 - FAX: (503 E-1.J ELECTRICAL NOTES, SERVICE PUN, RISER DIAGR/W, DETAILS Secticlp 1701 of the Uniform Building Code (UBC for the fallowing: ) 223-2701 PREFABRICATED EQUIPMENT SHELTER, (APPROX. 220 SQ. FT.) INSTALLED ON ^ $A �T• a. Concrete: A SLAB ON GRADE FOUNDATION, AND LOCATE AT THE TOP OF AN EXISTING E--2.o GROUNDING PLAN, GROUNDING DETAILS ITIAWWDI QV1 2� THENCE, SOUTH 0524'59" EAST A DISTANCE OF 10.00 FEET; i. During the taking of concrete test specimens and placing of structural CONTACT: RON COOK 100'-0" NIGH SELF SUPPORTING MONOPOLE TOWER TO SUPPORT ANTENNAS ----� ----- - - -- - reinforcingg and structural concrete Exterior and interior slabs on grade ani FOR COMMUNICATIONS. THE EQUIPMENT BUILDING WILL HOUSE ELECTRICAL E-3.0 GROUNDING DIAGRAM THENCE, NORTH 84 3256" EAST A DISTANCE OF 4.29 FEET, not structural elements. RADIO AND POWER EQUIPMENT. - —IT. Verify reinforcing size, pincement, and grade. ELECTRICAL ENGINEER THENCE, SOUTH 05 27'04" EAST A DISTANCE OF 15.00 FEET; d l SHEET TITLE: b, Bolts an Anchors in Concrete: SCHOOL DiS�ICT PARCEL NUM@ER: �(ATER/SEWI,� SP- SPECIFICATIONS-ARCHITECTURAL I. Holdown anchor bolts: Inspect size, length, hook ord tie to reinforcing. R d W ENGINEERING N/A LOT 702 NO WATER OR SEWAGE REQ. SP-2.0 SPECIFICATIONS-ARCHITECTURAL THENCE, SOUTH 84 32'56" WEST A DISTANCE OF' 40.00 FEET, ii. Adhesive anchors: Inspect hole size, depth., cleanliness, and installation per _ manufacturers recommendations, 9400 SW BEAVERTON-HILLSDALE HWY MN-Q PROPERa AQ sP-5,0 SPECIf1CATIONS-ARCHtTECTURAI THENCE, NORTH 0577'04" WEST A DISTANCE OF 25.00 FEET TO c. Welding: SUITE 250 (IP) INDUSTRIAL PARK 1.00 ACRES (APPROX.) THE TRUE POINT OF CEGINNING. I. Asually inspect all structural field and shop welding. BEAVERTON, OR 97005 I SP-4.0 SPECIFICATIONS-ARCH11 ECTURAL TITLE SHEET ii, The special inspector need not be continuous)y present during welding, SIT CONTAINS 957 SQUARE FEET, MORE OR LESS. provided the materials, qualifications of welding procedures and welders are PHONE: (503) 292-6000 ELECTRICAL JT1L: PGE: (503) 570-4413 LORRAINE KATZE SP-5-0 sPECIFtc.AnoNs=ARalnEcruRAAL -- - verified prior to the stare of work; periodic inspections are made of work in FAX: 503 292-6000 TELEPHONE UTIL: GTE (503) 629-2450 ELMO JOHNSON p Sp ( ) SP-6-0 SPECIFICATIONS-ELECTRICAL progress; and a visun! inspection of al! welds is made after completion or FIRE DEPARTMENT: CITY OF TIGARD FIRE DEPT.: (503) 649-8577 -- ----------- ---- prior to shipment of shop welding. CONTACT: MARK WIRF5 SHEET NUMBER 2. The special Inspector shall provide a copy of their report to the owner, architect, QC- f�uAlm, CONTROL piECKLIST — _ _ _ _ ^— , structural engineer, contractor, and building official. A.D.A. COMPLIANCE: --- FACILITY IS UNMANNED AND NOT FOR HUMAN KWATION LEGAL DESCRIPTION SPECIAL INSPECTIONS CONSULTANT TEAM INDEX PROJECT SUMMARY SHEET � � Tw1*0 BU!198-0246 SIT98-0027 � 6900 SW Sandburg 9847T001 1/8 I of 17 , .,• p« ,, j; j• . r• vat t` i r :. .. a ':•h. .�•.."ct.:'�t`!°� u �► ' w 1. IF THIS DOCUMFNT IS LESS T1 Ilr Ili III III III III I I III III ..III I I III III IjT Ili III III 111 I I III 111 111 III Illilll III I I III III III Ill111 111 I�l 1 1 1�1 1�1 111 I�1 Ill Ill lllllll Ill III III IL}IyI LEGIBLE THAN THIS NOTATION, �_�__L-".__I I _I—"I I _ I_I �_I_I_� I I—I --I�_ I I I I �1 I- I 11, I �GJ TT IS DUE TO THF QUALITY OF 1'13E ORTGTNP.L Dl`GUMF;PIT. -- — ----- -- — ---- --- _ -_._- l J �Illlllllllllilllllllllllll IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIII I IIII�IIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIII�IIlllllllll IIIIIIIII IIII�IIII IIIIIIIII iiIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII I6111I1111 III ILII IIII��III 919 111111 19III�IIIII�III�111111 �II�IIII IIIIINII II�II I SITE DESCRIPTION: KRUSE WAY/US WEST DEED DOCUMENT NO. 93018258) A PORTION OF BLOCK 4, SALEM FREEWAY SUBDIVISION, SITUATED IN THE SOUTHEAST ONE-QUARTER OF SECTION 1, TOWNSHIP 2 SOUTH, RANGE i too= WEST, OF THE WILLAMETTE MERIDIAN, IN THE CITY OF TIGARD, COUNTY OF WASHINGTON AND STATE ON OREGON, MORE PARTICULARLY DESCRIBED AS 10220 SW GREENHURG ROAD FOLLOWS: BEGINNING AT THE MOST EASTERLY SOUTHEAST CORNER OF SAID BLOCK 4; SUITE #601 THENCE NORTH 88'47'50" WEST ALONG THE SOUTH LINE THEREOF, A PORTLAND, OR 97223 DISTANCE OF 170.03 FEET,,* THENCE NORTH .5'21'15" WEST 238.76 FEET TO 503-293-5500 N A POINT IN THE SOUTH LINE SO SANDBURG )ISTAN,C THENCE SOUTH S. W. S A N D B E R G S T THE M0' EAST ALONG SAID SOUTH LINE, A F SAID BOF 14; T FEET OF THE MOST EASTERLY NORTHEAST CORNER OF SAID BLOCK 4; THENCE SOUTH 1'13'00" WEST ALONG THE EAST LINK OF SAID BLOCK 4, A GPS POINT/1 - FOUND 518- IRON ROD DISTANCE OF 23115 FEET TO THE POINT OF BEGINNING. _ POPTLAND SET PK NAIL WITH SHINER WITH YELLOW PLASTIC CAP 7438.57 N MARKED MARX k ASSOC" N - 64 p N - 647433.6 E - 762438.57 ELEV = 227.44' E - 7624999.9 PROPOSED NEXTEL LEASE AREA DESCRIPTION: ELEVATION - 116.7' \ (SM*47#00-E 19735 ELEVATION PARCEL OF LAND LYING I THE SOUTHEAST CINE-QUARTER OF SECTION 1, 5198"S3'JOI'E 197.13' TOWNSHIP 2 SOUTH, RANGE WEST OF THE WILLAMETTE MERIDIAN, IN THE 10' PORTLAND GENERAL ELECTRIC COMPANY EASEMENT CITY OF TIGARD, COUNTY OF WASHINGTON AND STATE OF OREGON, AND S' FOUND 5/8" IRON ROD _ a \ I41TH YELLOW PLASTIC CAP BEING A PORTION OF THAT PROPERTY DESCRIBED IN THE WARRANTY DEED I TO J&K PROPERTIES CORPORATION, RECORDED MARCH 11, 1993 AS �r'i _ MARKED "MARX k ASSOC" DOCUMENT NO. 93018258, WASHINGTON COUNTY DEED RECORDS, MORE 2 N - 647437.4 yq PAR77CULARLY DESCRIBED AS FOLLOWS: 3 E - 7624802.8 �t COMMENCING AT THE SOUTHWEST CORNER OF SAID PROPERTY AS SHOWN cn ELEVATION - 230.7' .; nON SURVEY NUMBER 25110, WASHINGTON COUNTY SURVEY RECORDS 5 SW SANDBURG ST ~ 0 r+l 5• A THENCE, ALONG THE WESTERLY LINE OF SAID PROPERTY, NORTH 0577'45' REVISIONS ,.� WEST 51.18 FEET,' Z > O NO. CIATE DESCRIPTION u me Z THENCE, LEAVING SAID WESTERLY LINE AND RUNNING NORTH 84'31'15" ul R, Z EAST 11.80 FEET TO THE TRUE POINT OF BEGINNING OF THIS DESCRIPTION; 0 6/19/98 CO REVIEW _- GEODETIC COORDINATES: ; A m THENCE, NORTH 84'3256' EAST A 'STANCE OF 35.72 FEET, 1 X _ _ a D A D rnr THENCE, SOUTH 057459' EAST A DISTANCE OF 10.00 FEET 1 COORDINATE LIST FOR CCNTER Sic Z KRUSE WAY OF EXISTING MONOPOLE Pn I Z O MM ¢ THENCE, NORTH 8432'56' EAST A DISTANCE OF 4.29 FEET, f' '� SITESITE • J rn NAD 83 GEODE77C COORDINATES N C7 r-j D C) in THENCE, SOUTH 0577'04' EAST A DIST4NCE OF 15.00 FEET 4 LATITUDE: 45' 25' 11.9" N D C Z O R' LONGITUDE: 122' 44' 53.9' W THENCE, SOUTH 64'32'56" WEST A DISTANCE OF 40.00 FEET,•v n Z N NAD 27 GEODETIC COORDINATEII C D m THENCE, NORTH 05'27'04' WEST A DISTANCE OF 25.00 FEET TO THE TRUE 10 2 r,„I r� D POINT OF BEGINNING. . LATITUDE: 45' 25' 12.5" N U, A LONGITUDE: 122' 44' 49.5' W TO OF 7 ' P E II �d w j SITE CONTAINS 957 SOUAP.E FEET, MORE OR LESS. GAZLEY VICINITY MAP I I w Is EOE = 1 9.3 A 00 C) ? NAD B3 STATE PLANE COORDINATEPLOWMAN - �'' r~+I NOT TO SCALE GRID NORTHING: 647,238.5 SI FLGT DARCHITECTS GRID EAS71NG: 7,624,894.9 SI FEET o O PROPOSED ACCESS EASEMENT DESCRIPTION: volNwvu„Nhn LEGEND: GROUND ELEVATION AT BASE OF to A PARCEL OF LAND LYING IN THE SOUTHEAST ONE-QUARTER OF SECTION 1, PonlaM,Or. 97210 POLE - 216.2' - NGVD'29(47) i Do pp TOWNSHIP 2 SOUTH, RANGE 1 WEST OF THE WILLAMETTE MERIDIAN, IN THE 5032747800 SET CONTROL POINT 'z 15 CITY OF TIGARD, COUNTY OF WASHINGTON AND STATE OF OREGON, AND 503 274 7803 1= A Z $ BEING A PORTION OF THAT PROPERTY DESCRI9ED IN THE WARRANTY DEED - 225 a� O n TO JFK PROPERTIES CORPORATION, RECORDED MAFCH 11, 1993 AS FOUND RECORD MONUMENT 70 r- DOCUMENT N0. 93018258, WASHINGTON COUNTY DECD RECORDS, MORE PARTICULARLY DESCRIBED AS FOLLOWS: EXISTING MONOPOLE N COMMENCING AT THE SOUTHWEST CORNER OF SAID PROPERTY AS SHOWN MONITORING WELL z ON SURVEY NUMBER 25110, WASHINGTON COUNTY SURVEY RECORDS; 'UTILITY POLE '- THENCE, ALONG THE WESTERLY LINE OF SAID PROPERTY, NORTH 0527'45' GPS POINT 12 TOP OF BUILDING P WEST 51.18 FEET;o �( POWER METER SET PK NAIL -ELEV 238.9' N TOP OF 12' PINE - n N = 647765.64 THENCE, LEAVING SAID WESTERLY LINE AND RUNNING NORTH 8432'15' ■T TELEPHONE RISER ELEV - 266.3" E - 7624860.52 EAST 11.80 FEET; lo. ELEV - 216.79' 72 TRANSFORMER N 12. N84.32'56E THENCE, NORTH 84'3256' EAST 10.53 FEET TO THE TRUE POINT OF 35.72 F-1 � 50574'S9'E i 4. 9' � BEGINNING OF THIS DESCRIPTION, BEING THE CENTERLINE OFA 10 FOOT VAULT 10.0.7 WIDE STRIP OF LAND 5.00 FEET ON EACH SIDE OF SAID CENTERLINE; 0577'04•W TOP OF EXISTING MONOPOLE 4 UTILITY POLE n 2500' U ELEV - Jld I', �� n POSS16LE EXISTING 15'X25' THENCE, NORTH 04'5927' WEST 184.84 FEET TO THE SOUTHERLY F- GUY ANCHOR 584.32'S6'w ®r US WEST EASEMc/JT RIGHT-OF-WAY LINE OF S.W. SANDBURG STREET (50 FEET WOE) AND THE 40.00 TERMINUS POINT OF THIS DESCRIPTION. L ® MANHOLE n o+'E SIDELINES SUBJECT TO LENGTHENING AND/OR SHORTENING TO TERMINATE CATCH BASIN 25 UPON THE PROPER BOUNDARIES. SITE NAME 2 C.ONIF.R TREE -�- SAID TRACT CONTAINS 1,848 SQUARE FEET, MORE OR LESS. 205 KRUSE WAY/US WEST P.O.B. POINT OF BEGINNING - / SOP of tD' FlR ( ) DEED INFORMATION 2po ELEV 2572-' �NBB'S1'JO"W 169.95' REFERENCES. ' �(N88I7'/0'W 170.03 195 ------ SURVEY NO. 25,110 WASHINGTON COUNTY SURVEY RECORDS BOUNDARY LINE POINT OF COMMENCMENr SITE NUMBER FOUND 518- IRON ROD PROPOSED LEASE AREA BOUNDARY / 190 --- - - WITH YELLOW PLASTIC CAP ---- - PROPOSED CIL ACCESS EASEMENT lg5 ___r_ MARKED 'MARX & ASSOC" NOTES: OR0113-3 N - 647196.3 -- ------ EXISTING EASEMENT LINE ® _, - E - 7624995.5 1. BEARINGS BASED ON OREGON STATE PLANE COORDINATE SYSTEM OF _ EDGE OF PAVEMENT EDGE 0 PAVEMENT ELEVATION - 196.8' 1983, NORTH ZONE PER GPS OBSERVATIONS ON GPS CONTROL POINTS. SITE ADDRESS v W 2. TRUE GEODETIC AZIMUTH - GRID AZIMUTH (BEARING BASE) + MAPPING CURB LINE ` ANGLE (1). MAPPING ANGLE (Y) - -1'35'40" ?., '��;, (" � "••' . .I. 1 , CONCRETE N 22 0 J. ELEVATIONS ARE BASED ON NGVD 1929(47) 6900 SW SANDBERG ST. TIGARD, OR 97223 CENTER LINE OF DITCH 4. THIS IS NOT A BOUNDARY SURVEY. BOUNDARY AND EASEMENT INFORMA77ON HAVE BEEN COMPILED FROM INFORMA77ON CONTAINED IN FIRST POSSIBLE UGP POSSIBLE UNDERGROUND POWER - - AMERICAN TITLE INSURANCE COMPANY OF OREGON PRELIMINARY 17TLE REPORT, ORDER NO. 846138 DATEC. MARCH 23, 1998: RECORDED SURVEYS; SHEET TITLE a o - CHAIN LINK FENCE DEEDS RECEIVED AND MONUMENTA77ON FOUND IN THE FIELD. �� -- 200 CONTOUR LINE 5. PROPERTY LINES SHOWN ARE FROM SURVEY NO.25,110 OF WASHINGTON COUNTY SURVEY RECORDS. (LINES ROTATED TO BASIS OF BEARINGS.) SITE SURVEY IAAYAA.D,AAY➢.A�QJLa_4A4A2AA-YAAJ BRUSH LINE 6. RECORD DEED DISTANCES SHOWN TAKEN �- LANDSCAPE LINE SCALE DOCUMENT 93018258,hWASHINGTON COUNTY DEED RECORDS. FROM DEED 20 0 10 20 40 - - 1 7. MAGNETIC NORTh SHOWN AS MEASURED BETWEEN W&H PACIFC CONTOL FEET POINTS, SHEET NUMBER ( ) 1 INCH - 20 FT , 8. FIELD DATA GATHERED BY WAFT PACIFIC ON MAY 12, 1998. NEX TEL - KRUSE WAY 9847gWl 131)1'98-0246 Sl 198-1,1022 -- 6900 SW Snndburg n117 IF THIS DOCUMENT 1S LFSS �i III 111 III III III III III III III IIi�I III III ITT 711 ITl Ill III 1111 111 III III III III III III III III I 1111 111 111 1 1 T1i T�l ISI 1 I III III 1111111 III III III LFGI8LF THAN THIS NOTATION, IT IF OUT 'TO TNF QUALITY OF w" e7fp'g. • / �{�uSf 1 �/ ` 1 THF ORIGINAL. DOCUMENT, �IIII IIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIG IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII�IIIIII 9 lllllll911I1111IIIIIIII lalllHll 161UI1111IIIIIAII24X w KRUSE WAY/US WEST' 0 TREES: 1. THUJA OCf.:IDENTALIS (AMERICAN ARBORVITAE) 6'-0" HIGH 03' B.C. SEE DETAIL 3/L-1 FOR STAKING AND77M 10220 SW GREENHURG ROAD EXISTING ARBOVITAE SUITE #601 .PORTLAND, OR 97223 503-293-5500 EXISTING TREES 4U ARO roll, 2 X6 PRESSURE TREATED TIMBER. TOENAIL ADJOINING WN M. N. PL ENDS FLUSH ,..3 4".w►.. , C f3 RAND, OREGON LANDSCAPED AREA q GRAVEL/AC PAVING �� L # G '-qqC)� ono �O oG _ I—1 I--•I-i �>0 0'�0 000 000 000 1 1 l•----111----! i i-—I _ � FASTEN W/ (3) 16 PENNY NAILS 111-F11 I I I ISI I t 11y-11 i-�1 REVISIONS ; I�II != 1111111 .2 X 4 X 18" WOODEN STAKE (TO BE PLACED NO. DATE DESCRIPTION 1 1-1 1 � � I•-1 1 i� AT A MINIk4UM OF 4 06/19/98 CD PERMIT I I / I-_ <11;1-- INTERVALS ALONG 2 X 6 11 I _lit--- PRESSURE TREI',TED 1 TIMBER AND AT BOTH ENDS OF TIMBER) zCA� LUTE; AGGREGATE GRADE AND LANDSCAPE GRADE TO BE ESTABLISHED SIMULTANEOUSLY. Q ! ►- m CONTRACTOR TO INSTALL TREATED TIMBER SEPARATOR BETWEEN ALL LANDSCAPE CHAIN-LINK FEN�E AND GRAVEL SURFACE AREAS. o I I W/ SITE OBSCURING TOP OF BUILDING I VINYL SLATS / NORTH SIDE ONL - / ELF V 238.9' DLANDSCAPE AREA SEPERATION DETAIL N.T.S. 2 v a i GAZLEY 3 — PLOWMAN ;: TOPSOIL SHALL CONSIST Of: IMPORTED 5 - ARCHITECTS ~ 0 TED RIVER LOAM TO CONTAIN 3� 4096 SILT TO BE PLACED BY THE LANDSCAPE CONTRACTOR. ADD TEXTURAL AMENDMENTS)A.ND 2701 NW Vaughn Suitt 7 COMPONENTS THOROUGHLY AS DESCRIBED BELOW. SOIL DEPTH IN PLANTERS BLIND ALL C " " Portland nr. 51210 ,,HALL BE MINIMUM OF 6 FOR SHRUBS AND GROUND COVER AND 12 FOR TREES. 503 274 7800 it i i 2. TEXTURAL SOIL AMEMDMENTS: 503 274 7803 Fax GARDEN CARE COMPOST: AS MANUFACTURED BY TAULMAN WEISS, NORTH AMERICAN SOILS 1 ti PORTLAND, OREGON, MINIMUM ONE YEAR OLD, FREE FROM NOXIOUS WEED SEED AND MATERIAL. HARMFUL TO PLANT GROWTH. PROVIDE 3" IN SHRUB BEDS. f !I GYPSUM: GRANULAR (CAc (CALCIUM . .i i..FATE), 50 POUNDS PER 1000 SQUARE, FEET IN SHRUB AREAS. 4. AGRICULTURAL GRADE LIME: 50 POUNDS PER 1000 SQUARE FEET IN SHRUB BEDS. 5• POLYMER WATER RETENTION GRANULES - FOLLOW MANUFACTURERS SPECIFICATIONS L _ L _ Q FOR QUANPTY. ,. _ ELEV . 316,1' 6 ROTOTILL ALL PLANTING AREAS TO A MINIMUM DEPTH OF 6 TO 6 INCHES. ADD TOPSOIL TEXTURAL AMENDMENTS AND RETILL, BLENDING AMENDMENTS WITH LOOSENED, SOIL THOROUGHLY. LANDCSCAPE CONTRACTOR SHALL REMOVE ALL STICKS STONES AND DEBRIS TURNED UP IN WORKING SOIL. AT COMPLETION OF SOIL PREPARATION, SOIL = SHALL BE A FINE HOMOGENEOUS TEXTURE. COMPACT AREAS TO PROVIDE SMOOTH FINISHED GRADE. -----1 _ ----- ____ — _�_,- 7• LAYOUT PLANTS AS DESIGNED ON THE PLAN AND EXCAVATE ALL SOILS FROM PLANTING HOLE TO THE REQUIRED DEPTH AND TWO 11MES THE WIDTH OF THE ROOTBALL. REMOVE ALL SUBSOILS AND REFRAIN FROM USING SOILS IN PLANTING MIX OR BACKFILL PREPARE A SOIL MIX AS FOLLOWS: 2 PARTS IMPORTED AMEMDED TOPSOIL 1 PART COMPOST SITE NAME 8. TOP DRESSS PLANTING AREAS WITH FERTILIZER (16-16-16, WITH MICRONUTRIENTS, AGRIFORM PLANT TABS 20-10-5, 10 GRAM A.ND 21 GRAM TABLE AT GROUND COVER 1 OUNCE PER PLANT THE FOLLOWING RATES: , --_� KRUSE WAY/IJSWES'� SHRUBS 4 OUNCES PER PLANT fi TREES 6 OUNCES PER PLANT 9. MULCH PLANTING BEDS WITH APPROVED MEDIUM GRADE ROTTED BARK DUST, 3/4-INCH MINUS TO - _— _--- -- -- --- - -- / DEPTH OF 2 INCHES. }' SITE NUMBER ___-- . roe Or 2 f7 � � - ---_..._.. ELEv = 2.57.2' ' ❑ - - -_-_ __ _ - o -- __ ___ _ LANDSCAPE NOTES Q0 0 y C-) o SITE ADDRESS ' co a 0 ° l3 0C! (2) PRESSURE TREATED DOUGLAS FIR 2" DIAM. _ 6900 SW SANDBERG ST. r d "GRO-STRAIGHT" TREE TIGA D, OR 97223 TIE (2) BALLED IN BARK MULCH - 2" DEPTH BURLAP -- � IN SHRUB AREAS SHEET TITLE FINISH a GRADE-7 - WATERING BASIN p PLANT TABS (PER SPECS) LANDSCAPE PLAN N w COMPACTED BACKFILL rn SOIL MIXTURE (PER SPECS) SHALL EXTEND MIN. S:IEET NUMBER N O TE� STAKE SET ROOTBALL 1" ABOVE FINISH GRADE. ONE FOOT BELOW BOTTOM REMOVE BURLAP FROM TOP 1/3 OF OF PLANT PIT, d0 NOT w • ROOTBALL. CUT ALL STRINGS. PENETRATE ROOTBALL LmlaO ro LANDSCAPE PLAN SCALE 1/8" - T-O" 1 -U022 i1198-0246 51 198 TREE STAKING DETAIL N.T.S 163 �! (moo SW Sandburg man 9647L001 of 17 . 4 � - 4Y� � ar • � a �� °u ., r w '� �. ,�J`. �'-'err �+ I � ':ei':�yy..`• .._ :.,y„-,Ra-a.. .'.R”�Av. ,.ta..'.ylll•'. .'.y .,•i c..�_�d�eA�+: _ .",f ..+„yP'�t,,�: �. �f III l l T 1 1 1I--- 111 ill i j i l i 11 I I I IIT 1 1 1 11T TIT I I I 111 1 1 1 1 111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' 1 1 IF T}tT� DOCUMENT I., LFss rTr1��(( �jI �jI l t�l � �� I I I I i I 1 1 1Q LEGIBLF THAN THI- NOTATION, �il _-i 1i —`__1_ �__ _JL_ _— �1— _ "1_ __ "L_ "_ � Q TT I.. DI.E TO THP QUALITY OF (� THE ORIGINAL DOCUMENT. — _ _ _-- __-- �..- _ — — _-_ -_ _ _- -- T Na.�e �•��-• E 6�Z BL G8 19L Z �� SIGG tL OZ 8t �8T Lt 8t 4t ibt ET >Gi tt t 6 L 9 9 ► 8 IIIIIIIIIIIIIIIIIII III illlil�fli(IIII I flllf (lll�llll�lllllllll�lllllllll�illllllllll!� II I�IIII�IIII II IIIIIIIIIIIII�IIIIIIIII�IIIIIIIII�IIII'�lil�lill IIIil �IIII IIIIIInI II III III IIIIIIIII IIII�IIIIIilll�ll II I•IIII IIII�IIII IIII�IIII III��III ��IIIIIII IIII��I I I III IIIIIIIII IIIII KRUSE WAY/US WEST 0 EXISTING BUILDING BEYOND in - N S• SAND BERG S 7. EXIST. 100'-0" US WEST MONOPOLE / 1.0220 SW GREENBURG ROAD / SUITE #601 � ` "-- �- — PROJECT AREA BOUNDARY LINE PORTLAND, OR 97223 � N c PROJECT AREA -----ADJUST GRAVEL HEIGHT 503-293-5500 AS REQUIRED (SEE SITL PLAN) _ GRADE SITE W CROWN FROM SHELTER. SLOE TO ALL EDGES CONCRETE SIDEWALK 11'x20' PREFABRICATED---- OF SITE PERIMETER O 2.596. 'TELCO .� EQUIPMENT SHELTER ----- — — — _. _ i PEDESTAL ,J � k�- 10' ELECTRIC PRpJECT AREA BOUNDARY------ -4 OUNDARY--- - — — 6•-0" HIGH CHAIN--LINK n �j11365 �-_I _ �- COMPANY r=ASEMENT LINE W/ 3 12 STRANDS OF �.GL A� --- EXISTINNGG + -- — — — BARBED WIRE SEE: ' r - + AfEk7Nw TAX LOT 701 � � I � I I LANDSCAPING � o � I I � TEYEN M. N PL � ✓� U �O �' II 1 /-- LANDSCAPING SEE: �, n � ADJ . _ ZONING �� I I i ___-- � I6'-0" � ZONE: I-P HIGH 5'-0' - 3 12" STRANDS OF � (INDUSTRIAL PARK) 5'-0 _ _ I I L-1 TLAIOMORE � O BARBED WIRE SEE: 5 I I I I t-1 - FINISH SITE WITH 4" OF 3L4" `7 Q MINUS WITH y0 FINES, OVER �� I - - 4" OF 1-1.12 MINUS CRUSHED ROCK. OF 0 ,0' XI T -- / Z__10' _E SING � C___,---J l APPLY OVER GEOTEXTILE. COMPACT EXISTING n I // �'� / PAVEMENT— I mlo 00558% MAX. DENSITY PER ASTM PINE fREE� �n TREATGRAVELED SITE W TYP. ��` I = I APPROVED WEED STERILIZER. / ( ) �� I rn :21 -- - I � DID I /j VOTE. WHERE NECESSARY DUE I MIRIFI BRAND GEOTEXTILE FABRIC I �n i To SOIL SITE CONDITIONSS•• I o ( OVER COMPACTED SUBGRADE EXIST. US WEST - ; I / TAX LOT 712 REMOVE UNSUITABLE t�tATERI6I. I ('1 UNDERGROUND I ml� I / do RE�LAC� WITH 4-6 OF 4 I I ( UNDER ALL GRANULAR SURFACES z _ADJ ._ ZONING MIND C ' SHED ROCK COMPACTED TELCO ROUTE v - TO 95X REVIEW WITH PRO,JEECT � REVISIONS I I Io ZONE: I-P / I WITHAWORPRIOR TO PROCEEDING I ( EXCAVATE MIN. NECESSARY TO GRUB _ / SITE; REMOVE SOD, ROOTS AND ALL NO. DATE DESCRIPTION 171 (INDUSTRIAL PARK) / L��__ UNSUITABLE SOIL FROM PROJECT ARE NEXTEL ROUTE OF II I I� I / I ,: ,;.:y..,,; r UNDERGROUND I TELCO I j' `.//% - ' "* ;• :� '-• _ • ;*' \y 0 06/19/9 CD PERMIT C4 x % % % % % \ 1 J I I N \\!!\\!!\\// !/\\/! �- 2 '/""EQUIPMENT \ USE APPROVEDMATERIAL FROM w / SHELTER FOUNDATION: FOUNDATION EXCAVATION TO ILL 'cY I r" I I. I - / I EXISTING UNDISTURBED SOIL EXTEND MIN. 12 IN f 3 0 UNDISTURBED AND GRADE SITE WITH CROWN AS PER DETAILS INDICATED. COMPACT TO 95%. /4 I I ~n �� / SOIL AND BELOW FROST DEPTH �j �I III NEXTEL PARKING ` I � I TYPICAL SITE E �- / S CTION SCALE: 1/4" = T-0" 3 r-_-- 225 -� NOTE. EXISTING ASPHALT PAVEMENT � Y I I I I / E XIT. I N T E l y q I i 0' —1 Fi do GRAVEL BASE TO BE PLOWMAN TY �•� c j ( ) 10'-0" ACCESS / / / REMOVED IN LEASE AND EASEMENT LANDSCAPE AREAS. SAW CUT AR A - . ARCHITECTS ALL EDGES ABUTTING ROUTE OF NEXTEL / (2) GPS ANTENNAS ASPHALT TO BE REMOVED. 2701 NW Vaughn / , Suite 764 I, I UNUERGRO ND TELCO / / MIN. 12'-0" Portland, Or. 97210 �� 3 I I SEE: 5 // SEPARATION SEE: (FA-4) 5032747800 FOR LANDSCAPING /� i 503 274 7803 Fax SEE: >, �j / / E-t OWNER PAPKING, // '�' I ~ I 2 SPOTS / TEST MOBILE ON CABLE 1 I I I I / � 1 TRAY 9'-4" CLR. HT. OWNER / p I -- EXIST. US _ST ROUTE ( ) PARKING N I I OF UNDERGROUND TELCO 4'_10" / SEE: 9 9 EXIST. U ST I I I / EXISTING BUILDING I TO REMAI(V 2 S WE I 2 SPOTS / (APPROX. 2.2'-0" HIGH) /i I I I 4 _ " �'-U" ., - _ A-4 A-4 // �- I L0� - z�-_4_-D - NEXT£t IvfANGATE , // EXIST. LANDSCAPING TO PO UNDERGROUND � / ND SEE: is I / BE RELOCATED SEE: POWER ROUTE � / / / ` _ , SCA�E / n-3 / t POWER I 11 r --- /—EXISTING ISEE: � / L-1 TRANSFORMER I �' _ GRASS ' 4'-0" US WEST MANGATE I REMOVE #T 146 12 ` I E FENCE i -t SEE: t6 �S TIE TING US WEST I / EXIST. US WEST U.D.P. a i 11 I n-3 0 12.- TO REMAIN / _-- _- GRAVELLED GP AREA S z 4 -0 r L / I -/ NEXTEL -j1 UTILITIES I 1 I 1t'-0" x 20'-0" TER UPvL'ERGROUND I- SERVICE I NEXTEL EQUIP SHELTER / ROUTE OF POWER It MANGATE J FIN FLR.. 217.0 21� _ -- O SEE: t6 I ' ~ TOP OF SLAB: 216.75 _ - i •G _ E o �� Ln e r s _ EXIST. FIR TREE — ---� -- 5 I 1-� 13 j A-2 I I - EXIST. CURB I` ' I I�--�-I �-- �:� " SITE NAME _ I _ ---- EXIST. FENCE --� TAX L 0 T 800 ' � TO BE co LIR REMOVED IN I EXIT. POWER ►� i y ADJ . ZONING rt- Q LEASE — J �� TRANSFORMER r � ZONE: I-L � i �'" I •( AREA —� .� . •', 1 ,� � ."$ _` ��' KRUSE WAIF Lj (INnuSTRIAL) -- ® US WEST CABLE TAX LOT ?03 -- — -- — — I r ROUTE TRAY OF UNDERGROUND POWER ADJ . 70NING / -FOSE. UTILITY _------ � _._ - -�'' - SITE NUMBER a E*IST. CURB--•-I - - U DERGROUND ROWER EQUIP. A ZONE: I-L __SOI�TE- 1t L _ -- - --- - - - EXIST. US WEST / "I - - _ _ - CABINETS (INDUSTRIAL) ° �� LAND AP4NG - _ SEE: - _ -- - - OR01�3.3 3 - - --- -- EXtST-. US WEST 2'9 �" f� ,/ S 1 - I A-1 - SEL- -SACKBOARD SEE:r8-,,,-\ 5,_0" MONOPOLE 20'-ON A-3 5 -0 EXIST. LANDSCAPING o ZtT� I 7'-10" . 25'-0" SITE ADDRESS rn 2 i / — a 37'- 10" - _- � =� 215" l ,'�_ I — 2'-2 __-----_--- ------ — ---- U'' 2' EXISTING BRUSH LINE 40'-0" - SITE ORMATION 213'.--•"" ._--- _ _ � OO SW SARG T. �T 212 I -- --- - ----- - - _---- TIGARD, OR 97� 3 JURISDICTION: CITY OF TIGARD I _-- _ ------ ---__ - 4 -----_- - ' ZONE:: I-P IND JSfRIAL PARK) A_2 `- ------- _-- r SHEET TITLE TOTAL LOT AREA: APPROX. 43,560 SQ. FT. (160.00%) - — _ PROPERTY LINE r �- �' _ --- NEW GRAVEL AREA: APPROX, 620 SF (1.9y) - BUILDING FOOTPRINTS: APPROX. 15,220 SF (349%) a � - ACCE-SSORY BUILDING F00i'PRINTS: N/'A — N ENLARGED LIGHTING - N ,A►t�0 �.AN105CA1 ALAN Qi L'=ASED AREA: 95r SQ. FT (2.2%) LL&aM_AREA INFORMATIQIy EASEMENTS IDENTIFIED: AS, SHOWN 211 EXISTING FENCE ' LEASED AREA, 957 SQ. FT (100.00%) 210 / 100 YEAR FLOOD PLANE: N/A ACTUAL. NEW LANDSCAPED AREA: APPROX. 111 SQ. FT. (11.59%) --- I -- SHEET NUMBER rn Lu REQUIRED ETBACKS: 35'--0" FROM FRONT REQ'U. NEW LANDSCAPED AREA: APPROX. 145 SF (15.00%) r- N W U AmlsO SITE PLAN SCALE. 1 a 20'-0 1 ENLARGED .,SITE PLAN �� SCALE. 1/8 1 0 1 9847AOO1 I'�):;-11;'46 SI 198-0022 X1900 SW Sandhurg 4 of 17 IF THIS DOCUMFNT IS LPSS I�FIIIIIIIIIIII IIIIIIIIIIIII I IIIIIIIIIIIII I IIIIIIII11T1T1 1�T11lTilllll'I 1�111�1�1�lllil III III VIII I IIIIIIIIIIIIIIch Illll�lll�lllll T�11T1T1111 1�1Illlllllllllllil IIIIIIIIIIIIIIl f LFGIBLR THAN THIS NOTATION, I 1 - - - 1- II 4� IIIv II II_ tt`��--II II 1-- l l ---L� IT IS DUP TO THP QUALITY OF Us-f THF ORIGINAL DOCUMRNT, No.9e �.�� Q E 8Z 8Z i LZ 9Z 9Z 67 £�S L�L I TlZ O�ii; �i- Bi II Lr 19T 19lT ib�l I S�i I Z�i I TTt I O�T I �6 I Ig I I r8 I 91I fi I hi FiiJiiTiiiiii IIIIIIIIIIIIII IIIIIII) IIIIIIII IIII (IIIIIIIIIIlli IIII�IIII �II I�IIIIIII.I.III�IIIIII �I� II�I��I��I�I�IIIIII��II III NOTE: ONE ANTENNA STANDOFF ARM KRUSE WAY/US WEST TO BE OR;-NTATED 90' TO TRUE NORTH. 90 (AZIMUTH. 0' TRUE NORTH) T #G 1 GY 1 R) PROPOSED OMNI AOt7Nw (1) PROPOSED OMNI 'P f WH!P ANTENNA (UP) WHIP ANTENNA (UP) _ 1 (1) FUTURE OMNI 10220 ',---',W GREENI3URG ROAD (1) F►JTURE OMNI GY Gy #R2 WHIP ANTENNA (DOWN) WHIP ANTENNA (DOWl-(11) PROPOSED FUTURE s SUITE #601 OMPI WHIP ANTENNASYMBOL PORTLAND, OR 97223 4DR1OMNI FUTURE PANEL ANTENNA 503--- 293--5500 (4) EACH SIDE, (12) TOTAL F'R1 PANEL #B3 ��G] f#R3 �� COY ' ANTENNA NOTES \ N U. N PL o7 1. COAX COLOR CODING; ANTENNAS TO BE CODED — -- (1) PROPOSED OMNI IN A CLOCKWISE MANNER FROM TRUE NORTH WHIP ANTENNA (UP) AND COLOR CODED AS FOLLOWS: (1; FUTURE OMNI TCp l OREGON OMNI OR PANEL ANTENNA - ONE RED TAG R1 WHIP ANTENNA (DOWN) � OMNI OR PANEL ANTENNA - ONE BLUE TAG (#B1 a p 0 OMNI OR PANEL ANTENNA ONE GREEN TAC G1 OMNI OR PANEL ANTENNA - ONE GRAY TAG ( Y1 PANEL ANTENNA - TWO RED TAGS R2 PANEL ANTENNA TWO BLUE TAGS 13 j PANEL ANTENNA TWO GREEN TAGS G l PANEL ANTENNA - TWO GRAY TAGS ( Y2 PANEL ANTENNA - THREE RED TAGS R3 PANEL ANTENNA - THREE BLUE TAGS B3 PANEL ANTENNA - THREE GREEN TAGS G3 PANEL ANTENNA - THREE GRAY TAGS ( GY3) REVISIONS 2. EACH COAX SHALL BE TAGGED AT (3) PLACES USING 1" WIDE NO. DATE DESCRIPTIONWEATHERPROOF, COLORED VINYL TAPE, AT THE FOLLOWING LOCATIONS: 1 Al ANTENNA CONNECTION 2 AT ENTRY TO EQUIPMENT SHELTER 0 06/19/98 CD PERMIT 3 INSIDE EQUIPMENT SHELTER 3. RUN COAXIAL CABLE WITH EXACTLY 12" INTERIOR SLACK II THROUGH CABLE SLEEVE, ACROSS WAVE GUIDE BRIDGE, UP MONOPOLE/LATTICE TOWER AND DISTRIBUTE TO EACH II (1) 2 ANTENNA DEVICE. FURNISH AND INSTALL 3 GROUND KITS TO (1) FUTURE NEXTEL u II -`_ FUTURE NEXTEL v EACH COAX PER ELECTRICAL DRAWINGS. OMNI WHIP ANTENNA (UP) II o II OMNI WHIP ANTENNA rUP) AWMNA kM?U PM N.T.S. 1 jl co II a k TOP OF MONOPOLE 100'-0" AGL 100'-0" AGL TOP OF EXIST. MONOPOLE 100'-0" 216'-0" AMSL 316'-0" AMSL 100'-0" � (6) EXIST. US WEST . PANEL ANTENNAS, • , I (G) EXIST. US WEST EL ANTENNAS, 2 PER SECTOR 2 P 2 PER SECI)R GAZUY PLOWMAN PREFABRICATED SHELTER NOTES ARCHITECTS FUTURE US WEST T '' I 'BIW FT I i FUTURE US WEST 2701 . Vaughn O SHELTER ELEVATIONS ARE FOR GENERAL INFORMATION ONLY. ANTENNA MOUNT I I � Suitc 764 SEE SHOP DRAWINGS FOR COMPLETE DESCRIPTION AND DIMENSIONS. 86'-0" AGL r ANTENNA MOUNT Portland, Or. 97210 _- _ ___-- — -- --- — — I - 503 274 7300 SEAL ALL PENETRATIONS AND CONNECTIONS TO EXTERIOR 302'-0" AMSL ��'3 274 7803 Fax OF SHELTER WITH UV RATED SEALANT (1j) PANE- kNTENNAS, (3) --- (9) PANEL ANTENNAS, (3) EACH SECTOR SEE: 1 14 EACH SECTOR SEE: O3 SHELTER TO BE DELIVERED TO SITE BY MANUFACTURER. GENERAL CONTRACTOR TO INSTALL PER MANUFACTURER'S INSTRUCTIONS. A-2 A-2 14 COORDINATE DELIVERY AND INSTALLATION WITH PROJECT MANAGER. I f j I w II Ali I I jl I I rvi j 0 EXISTING 100'-0" I i t MONOPOLE Z W a- z - J I Z Z LA_ w 2 cr f ) I a- w I o z I SITE NAME a v KRUSE WAY/USWEST o UTILITY BACKBOARD 0 I a I SEE: z I o z j NOR'T' H SHELTER ELEVATION SCALE: 1/4" -0" 2 o w i ZZ I SITE NUI'.IBER ro Q Q TEST MOBILE ANTENNA FNNA a 0II LOCATE ON CABLE BRICGE r^ 11 x20' PREFABRICATED I MIN. 12'-0" FROM GPS j o EQUIPMENT SHELTER. III EXISTING US WEST FENCE �R��1�� o ANTENNAS SEE: 8 , I I 00 UTILITY BACKRO.ARu i 00 SEE: EXISTING Lr'vDSCAF'ING 11'x20' PREFABRICATED ---- 0 13 EQUIPMENT SHELTER SITE ADDRESS 1 " EXISTING BUILDING XISIING BUILDING - 6 -0 NIGH (BEYOND) �IBEYOND) 6 0" HIGH CHAIN-LINK FENCE r W/ 12_" OF 3-STRAND I ! CHAIN-LINK FENCE OF' BARBED WIRE I I I W/ 12" OF 3--STRAND 0 SA 5 OF BARBED WIRE q1GA 4 - _---- -- - -- - --- -- -- 1 SEE: � I I I I I I ► III —LANDSCALI NG A3 I + LANDSCAPING I I I j SEE: !1� SHEET 'ri tLE HVAC UNIT II r ---� ( SEE: 1 — I r I 100 W INCANDESCENT I i L1 L1 - - -- - - - - - - - - I LIGHT -_— _ . _ - -- - EXIST. BLACKBERRY- 3ta _- _ ! EXIST. I - I I + BUSHES ELEVATIONS "' - I TRANFORMER -7 -_-j i j (I (21 GPS ANTENNAS - - _- o LINE OF FINISHED � i I 12 MIN SEF ERATION I FLOOR ! I I ! I SEE J � TOP OF SLi,B �.. .=_ _ O L I � SHEET -._N..Uw,.M..P.E,..,RD GRADE - t \ti FINISH GRADEFINfSHc .� .._.- Iwo= t_. 216'--O" AMSL IiStT FOREGROUND HQ;rF� FOREGROUND lillpy8 0246 SITyx un :' FENCE NOT SHOWN �FFI10E NOT SHOWN LU 6900 SW Sandburg FOR CLARITY FOR ClJ1RIlY f17 Am2e0 T3 W SHELTER MA SCALE: 1/4" = 1'-0" 3 SOUTH ELEVATION (LOOKING NORTH) SCALE 1/8" T-0" 4 WEST ELEVATION (LOOKING EAST) SCALE 1/8" 1'-0" 5 L9847AO02 1,S r 46 '.a'9'°�i: IC..ArM.._ .. _.. ....r..._.w,:.,:,.. .,....yw.•••w�«awrma. tl/ra9' glr!'!"'`,k'7Re. , ♦ °t":+� - ....•.,.r•4..-.....:r"w+-w zi..bey.,.,,;;.,,aNMOYW+r.,r.«.,+"s+Marw«rta9q+.^ - • aa,,.,,..y.r., toitrr n•�±,re�.:•�eAq.,.-',,y.ty. - `.r:,3 ?• NOTATION, 1� Ilr I III I III "III I III I III!I I III I II..-I"-I.-.III I I ! III I III I 11ilI 11AT IIT 1 III 111 I III I III 1III I III IIII I I I IIII-—I I-I-I I I 1111*11 IF TRUE DOCUMENT 1qLESS LEGIBLE THAN THIS � 6 0 1T 1F DUE TO THE QUALITY OF E N _r . ___-- - v 11111_1„1L�I.II I—II�I�III1II 2I e-xr tr,:h+#MY."_.^MKYMtc :WF .!"u.:Mi+i+w:,w.u"is„ _._ _. .. „wrotreli.�Ysa.« Mdll41F�'s' 1Ye..ss+s.rwawtlCkl�tFrrVi1M •..r...,+s,..tY1►... +.aorra�M11�R:u �i + 1 ;. /y/THE ORIGINAL DOGI.IMENT• — -- -- -- _..-.-I -- __ -- - - -- - l�>t 8�G 18TG LTG 9�II 9 Z 6 G fejt I I G1G016 1116 �T9 T V I tiRll llllIIII IIII II IIIIIIIII IIIIIIIII.IIIIIIIII IIIIIIIII III! IIII IIIIIIIII IIII IIII IIII IIII IIII IIII IIII Illi Illi IIII IIII IIII IIII IIII IIII IIII IIII IIII IIII III► IIII IIII IIII Illl,lllll�ill SHELTER KRtJS ' WAY/tIS WEST A ' 10'-00 4'--0" MAN GATE �i MOUNTEND ON KOF NEE BBRACEED RE "T" HOLD DOWN AS SPECIFIED _ v BRACKET GALV. — KNEE BRACE TO OUTSIDE 10220 SW GREENBURG ROAD o TOP RAIL A �A SLAB FOUNDATION FINISHED FLOOR OF SHELTER 6 x 6 - 10/10 W.W.M. SUITE #601 PROVIDE SIGHT OBSCURING VINYL SLATS MEDIUM BROOM FINISH W/ PORTLAND, OR 9'7; 23 � TROWELED EDGE IN FENCE, NORTH SIDE ONLY 503- 293-5500 I j PLAN � —MESH TO FINISH GRADE x SCA F-E: 1" = 1'-0" —- - 1/8" PER FOOT SLOPE _ 3" MIN CONCRETE COVER 0 3 I= I 17 USS OR NSION !' _ —CRUSHED ROCK SEE DETAIL 5, THIS SHEET (" AT UNFORMED SURFACES; j�L+ AQ 1 V�L.a - I I 7r�'—Iilm T—i `' f` z _ ROD AS REQ D - �- --- 1- Ir,�1. o m -' BO1T. RAIL, 1YP. -'� -- STRE,i CN BAR I j 2" AT FORMED SURFACES �� N FOR CONCRETE ANCHORS TYPICAL CHAIN LINK FABRIC (,ALV. KIT TIE DOWN HARDWARE SHELTER _ t} / 1" NOSING x o 1 M. N. PL ' �O m U --CONCRETE FOOTING-TYP _ SEALANT -- `� -M 12" DIA. FOOTING - 18" DA. FOOTING ® GATE ; � �, � .• • � - •.- --� ,- �- � � ',7 r ;� ® LINE POST AND CORNER POST GALV. KIT TIE DOWN HARDWARE -- �� P,-AND, ORE i _ • •� FOR CONCRETE ANCHORS SLAo FOUNDATION .it �', ' • + o• • . GENERAL NOTES �, 9a 13 F II I e •d• 0 0 � J i �--� SITE DRILLED HOLE 4� { I. GATE POST AND CORNER POST: 4" O.D. PIPE, SCHED --F 80 ASTM1083 _ ro ILb OLS i' 2. LINE POST: 2-7/8" O.D. PIPE, SCHED 80 ASTM-F1083 HOLD DAWN • +�° I + - f I II - 4" MIN, CLEAN SAND ' 3. GATE FRAME: 1,90" 0.0,, SCHED 80 ASTM-F1083 BRACKET GALV, • - (2) #4 REBAR, CONTINUOUS 4. TOP, BRACE , AND BOTTOM RAIL: 1.66 O.D. PIPE, SCHED 80 ASTM41083 112" EXP. 5. FABRIC. 9 GA. CORE WIRE SIZE 2" MESH FABRIC TO TOUCH GRAVEL BASE JT. FABRIC 6. TIE WIRE: MINIMUM 11 GA. GALVANIZED STEEL SECTION 7. BARBED WIRE: DOUBLE STRAND 12-1/2 O.D. TWISTED WIRE TO M,'TrH FABPIC WITH NOT TO SCALE NOTE: VERIFY DETAIL WITH 14 GA., 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS MANUFACTURERS SHOP REVISIONS 8. GATE LATCH: FORK TYPE LATCH W/PADLOCK FEATURE. #16609 BY MASTER DRAWINGS HALCO CO. OR APPROVED. NO. DATE DESCRIPTION 0 06/19/7870" 6/19/9 C0 PERMIT STMWD GATE AND PANEL SECTION N.1.S. 16 SHELTER 11E DOWN DETAIL 10ippp _ _ _ SCALE: AS INDICATED �Afl SCALE: 3/4" - 1' O' 1 /—�� VERIFY WIDTH REQ. FOR 2 I - 4'-0• METER BASE do TELCO - 3 - -- CABINET � _ i WELD ALL CONNECTIONSUj I 5'-0" 6'-0" FENCE POST -- — '�--- —` `- — SEE 7 -'�`"- LOCAl1pN OF o I HORIZONTAL MEMBERS EQUIPMENT SHELTER BUILDING BY OTHERS — - z A�-3 m TELCO MEVERIFY TER AND SIZES REFER TO SHOP DRAWINGS GAZLEY a GEOTEXIILE 6" CONCRETE SLAB ON GRADE — PLOWMAN Q I ----, W/ 6x6 x W2.5xW2.5 WELDED WIRE ARCHITECTS zo 4" OF"3/4" MINUS OVER 4" OFA � CONCRETE STOOP 2703' NW Vaughn SEEWi �1-1/2 MINUS CLEAN, CRUSHED Suits 764 aROCK WITH NO FINES WITHIN L2 X 2 X 1/4 I I Tit ) POrtknd,Or.97210 PROJECT AREA. 503 274 7800 ~ ` '" ' •_ ' •—''' LINE OF EXISTING GRADE 503 274 7803 Fax z T N REMOVE UNSUITABLE SOIL C3 X 6 M X.. •. G�,b • FROM EXIST. GRADE WITHIN I ( TYP. ) ua aL— 1 PROJECT AREA 14 REBAR VERTICAL AT rr ITj,G (} F I y ti.=111r�_ --USE SUITABLE MATERIAL FROM r (8) �4 REBAR CONTINUOUS I FOUNDATION EXCAVATION TO 6" COMPACTED, CRUSHED ROCK 1 FILL AND GRADE SITE ! - T P" �'�' - - (TYPE A AND B) iTi COMPACT TO 95% LII =1I = 1' 1— dl ' . j-1,1 -TI(--! I 1 11-iii ='I 0' 8,-0" .�. •11 tT ;II- I I i 1 1, 0. , --- —18"0 CONC. FOOTING 0 CORNER , , U AND GATE POSTS; 12"0 AT LINE POSTS, TYR; SEE /12'0 NOTE: TO EXTEND MIN. 12 INTO UNDISTURBED SOIL; VERIFY SITE CONDITIONS FENCE DETAIL SCALE: N.T.S. 5 TELCO ELEC BACKBOARD SCALE: 3/8" = V- FOUNDATION—SECTION SCALE: 1/2" = 1'-0' 14 SITE NAME 12" HOLD DOPLATE; REFER TO KRUSE WAY/US'AIEST TO SHELTER SHOP DRAWINGS --- TO VERIFY NUMBER, LOCATION, PLACEMENT, AND ATTACHMENT; 5'-0" TYP (4) LOCATIONS; SEE 10 A-3 CONCRETE PAD STEP; ALIGN WITH EDGE OF SITE NUMBER SLAB, VERIFY LOCATION 01101134 � A-3 a SITE ADDRESS o i 6940 SW SANMRO TIGARD, OR- 972 • 1a — —- - A-3 — -- — __ — --- - - - - SHEET TITLE 39" 13'-6" 39" 40 20'-0" CONSTRUCTION DETAILS SHEET NUMBER 3 6900 SW SandburE -- NOTE: VER!'Y FOUNDATION DIMENSIONS WITH SHELTER SHOP DRAWINGS w A 3. - 0 6 of 17 Mummum P LM sI;ALE: 1/4 = 1'-0" 15 9847Aoo3 IF THIS DOCUMENT IS LESS I ( f I (f Ili!( I i i I f I III III III I I III III 111 1111l111- 111 111 I!I''I 111 III 111 III 1111111 III I�j1 III III III III III 111 ill 1 1 111 1(T 1�1 II1 III IIT111111 III III III I Ift.ti LEGIBLE THAN THIS NOTATION, I 11� ! _I ( .I f �I�.I �—I- I-- -�41-- -`I —I _I- - 16�-I'i I -"�- I I 18 f S T T L TY OF -- - _ � J I T.ORIGINAL 0 THE MEN 1 _ Ne 9e THE ORIGINP.L DOCUMENT. - - -_ ------ --- -_-. -- -- _ \.JI E 8Z 8�� L11ti 8�Z 9rZ �b11Z 1 £� �L i11Z O1Z 8�i �IIII iIIIIIIII�IIiiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIiIIIIIIiIIllllllllillllll(�IIII�IIIIIIIIIIIIIIIIIIIIIIIiiIllillll fiIIII�II9IIII-ILT 8i � 9i � 1bT � Si � Z�T � T�t ( �t I �6 'II �8 IIli9illllllllL��III�I9il�llII 1 11 Illl�nn Illl�lili illt I10- • KR t1 S E W*A_`T/U S WE S'T Site Antenna Sweep Tests ANTENNA SPECIFICATION SHEET 1. GPS t and GPS ? Sweep tests Site name: _ _- Site number: _ - _ UNISTRUT MOUNTING Caution Sweep only the GPS 1 and GPS 2 antennas' coax lines. Do not connect the GPS TO CEILING OF SHELTER Affk7Nw antennas during the sweep tests or the antennas will be damaged. Contractor: - Date installed: -__,- 3/8" ALLTHREAD _ ROD NOTE: The GPS 1 antenna coax line is marked with one band of yellow tape, and GPS 2 - Insertion Loss (dB) Return Loss (dB) Return Loss (dB) - NOTE: 10220 M, GREENBURG ROAD f antenna coax line is marked with two bands of yellow tape. Antenna Model Number Cable Length (ft) - Antenna ID Color OMNI OR PANEL COAX 7/8 USE SUITE #001 Coax Line L°n x System ��e System _ ANTENNA ELIPIICAL BOOT PORTLAND, O R 97223 o. Set up the sweep generator to sweep from 1400 to 1600 MHz. Calibrate any test (COAX TO NON- cables and connectors. Connect the sweep generator with test cable/connector into the N/A N/A N/A GPS 1 (YELLOW 1) COAX 1--5/8 GPS I ;,00x line at the top of the EBTS Controller rack. ----------- -- - -- - ---------- - - - ---- ---- SECTORIZED REQ. NEW PORT 503--293-5500 b. Connect a coaxial short Lo the end or the GPS 1 Antenna coax line. Measure and plot N/A N/A N/A GPS 2 (YELLOW 2) OMNI ANTENNAS) eetulotethe loss SHOWN) c, Can dB. BMR (WHITE) ' Insertion Loss by dividing the "average return loss" by two. The "average -- -----_.-- - - � / return l ------COAX TO GPS &oss" is calculated by averaging at least five of the lowest return loss values with - - EBTS R1 4' ALUMINUM COAX - TEST MOBILE at least five of the highest return loss values. The Insertion Loss should be less than or ______ _ - - ---- --------- - PORTS. (BY OTHERS) equal to 3.0 d6. Record the Insertion Loss value for GPS 1 antenna on the Antenna EBTS 81 \.N ANTENNAS NOTE: SEE cc Specification Sheet. Also record the Cable Length of the GPS 1 antenna coax line on the ---- - --- - - -- - \ TEST MOBILE 1/A2 FOR COAX 1 Antenna Specification Sheet. EBTS G1 • O GPS1 GPS2 COLOR CODING. r d. Connect a coaxial 50-ohm load to the end of the GPS 1 antenna coax line. Measure -- -- - --- --- ---- ----- - INSTALL NEOPRENE and plot the return loss in dP. Also plot the return loss VSWR. EBTS GY1 COVERS OVER J r? 3 • ' e. The highest return loss value from the plot is the Return Loss and the highest VSWR - --`--- - -- ---- UNUSED COAX HOLES COAX PORTS BEYOND N M. N. PL C'n value from the plot is the VSWR. Record the Return Loss, ill and the associated -- -- _ _ __ - EBTS R2- - _ _ • I (BY OTHERS) Frequency on the Antenna Specification Sheet. The Return Loss value should be less than G I II r #GY1 #GY2 #GY3 AND ORE �~ EBTS 82 or equal to - 20.83 d8 and the VSWR value should be less than or equal to 1:2:1. -_ -- _ _ - _-_ NOTE: jEE • -------- -- • �YJ � • _ - ------_�--_---- . COAX TO CPS & � f. Repeat steps to through to for GPS 2 antenna. EBTS G2 1/A2 tOR COAX COLOI; ^•ODING. --�z--1,111f - _ - = TEST MOBILE •9?i� 61;� NOTE- If the Return Loss or VSWR values do not meet tiie - 20.83 dB or 1:2:1 EBTS GY2 /TEST ANTENNAS O F respective requirements then there is r )blem in the coax line, poly phasor or - _-_� - ---- NOTE: SEE ( ( t�3 MOAE E \ / GPS2 C/ 1 \ 1 connectors. Troubleshoot and fix the so, s of the mismatch (defective EBTS R3 DETAII 13/A4 • • • .1R_- i t�_. M _ _ connector/connection, defective poly plic_.x or defective/damaged coax line` If the _--- -- -- - �- Insertion Loss values do not meet the 3.0 dB requirement then there is a roblen in the J w EBTS B3 DOUBLE LEG 3 G } ' , coax line, poly phasor or connectors. Troubleshoot and fix the source of the excessive --- -"-�--- _-� --- -"-- - - GRND. CONNECTION I 3 i1 �1 i1 OMNI OR PANEL EBTS G3 L 7 ._Y_r_IT 1 1-F - ANTENNA loss. If the excessive loss is due to the coax line being too long, report this problem to _ _ _ _^ - -_ TO COAX BUS 1\ 7C (COAX TO NON- Nextel Construction. - --- - - BELOW ENTRY PORT. --- - _ _ _ EBTS GY3 I/ � i i -- SECTORIZED 2. BMR Antenna Sweep Tests -- I 3\V 2 V 2\V 2~ I OMNI ANTENNAS) REVISION.; NOTE: The sweep test is run in two parts. The first part is a sweep test of the coax Tower Hgt. - Ant Hgt. RC _ Acceptance _ INTERIOR ELEVATION VItW �> .I _J _� 1 - «� I SHOWN) NO. DATE DESCRIPTION lines, connectors and lightning arrester (poly phasor) without the 8MR antenna connected. Color identification `or Omni antenna configuration: Red band identifies antenna in most northerly coordinate, blue identifies the LOOKING OUT `1/ \�{/\ / \��' -j 06/19/98 CD PERMIT This is called the Coax Line test. The second part is a sweep test with the BMR next antenna in a clockwise fashion, with green next in clockwise fashion and gray concluding the arrangement. The GPS INTERIOR ELEVATION VIEW LOOKING OUT _ antenna connected. This test is called the "System" test. The BMR antenna coax line is antennas shall be identified with yellow bonds, and the BMR antenna with white. -- marked with a white band of tape. a. Set up the sweep generator to sweep from 800 to 900 MHz. Calibrate any test cables SIM MW ELEVATION SCALE: NTS 4 POLYPHASER MOUNT DETAIL SCALE: N.T.S. 13 _ and connectors. Connect the sweep generator with the test cable/connector into the 2 �3) PANEL ANTENNAS - 8MR coat line at the top of the EBTS Controller rack. 4"t b. Connect a coaxial short to the end of the BMR Antenna jumper coax line. Measure Y ANTENNA ASSEMBLY SECTORS and plot the return loss in dB. 'DIN CONNECTION c. Calculate the Insertioai Loss by dividing the "overage return loss" by two. The "average SHROUD MOUNT ANTENNA W/ LT \ return loss" is calculated by averaging at least five of the lowest return loss values with ++ 2-3/8" GALV. PIPE at least five of the highest return loss values. The Insertion Lass should be less than or N - BRACKET ASSEMBLY MOUNTS, MICROFLECT equal to 1.5 dB. Record the Insertion Loss volue fog- BMR antenna on the Antenna = __ KRUSE WAY/US WEST Cu COPPER O.H. OVERHEAD �b SANDBERG ST. TYP. TYPICAL G.C. ON CENT[R -``�-�' 40� 2" - _ - I C 0. CONDUIT ONLY G.A. GAUGE UTILITY VAULT CAPTIVE _; C� DISCONNECT SWITCH O.D. OUTSIDE DIAMETER L-BOLTLOCK COVER TELCO PEDESTAL /11365 - GALV. LIFT EYE - I _ _ �l, ,�•,�r ,,w � ,-,�, ! i 10220 SW GREENBURG ROAD " �� '� WARNING; VERIFY EXISTING SUITE #601 Q GROUND ROD MIN. MINIMUM _ __ __ _ .__ -_ -_ _.-- - _ _- 1�� I`�� \ I I { I 0 �I ROU .� �, TE OF POWER do TELCO TO I I I _ -- 11 0 PORTLAND, OR 9722,3 M METER BASE CONT. CONTINUATION U - �^r' + US WEST SITE PRIOR TO J JUNCTION BOX EXIST. EXISTING - I I I ` EXCAVATION WORK. U11U IES 503-293-- 5500 SPECIAL RECEPTACLE, WP WEATHERPROOF 15" EXIST. ROUTEF • ` I I ' - ,� � /ASSUMED TO BE 3'-0" BELOW I I I 0 US WE i 1 I ° } i GRADE. UNDERGROUND TELCO j I I _ O ,�,,.,,�`^,� i VERIFY EXACT DEPTH AS NOTED USING BAND TOOL PRIOR TO 1 i I I I I -� � EXCAVATION�-� SURGE ARRESTOR j I I I / ��f ON dt COMPACTION ---0�(}•- SWITCH _ . � PROVIDE � + I I I �, � �i�i�/ � / ROVI E PULLBOXES A5 ! I 1 ,j ,,�/ I WMK. C � - FUSE PUG PUBLIC UTILITY DISTRICT REQUIRED SEE: � ,, j //,�/// / j OOROINATE WORK W/ Affk7l& NEXTEL PROJECT MANAGER. � fF #/ ,ft'� e1 '� NOTES: I. INSTALLATION OF SECONDARY POWER AND CONNECTION TO METER NOTES: I I I I POWER Ah1 �� SHALL BE COMPLE IED 'i! COMPLIANCE WITH NATIONAL ELECTRIC ROUTE O UNDERGROUND- � I I C AND DTELCO CONTACTS � A� 5 CODE, NEPA 70, AND THE S'iATE OF OREGON LAWS, RULES 1. INSTALL ON 3/4" AGGREGATE WHICH SHALL EXTEND A TELCO APPROX. 230'-0` ` I I I , j /, QIEy .' } i AND REGULA(IONS I`OR INS i 'ATE ELECTRIC WIRES & EQUIPMENT, MINIMUM OF 6' BEYOND ALL SIDES OF THE BOX AND �;�- II I I C. V�V " SEE: g I '1 I j I TELCO: GTE ALL LATEST ISSUE, AND WI II- SPECIFICATIONS PER A.S.T.M. B 231, BE A MINIMUM OF 4" DEEP, BELOW THE BOX. SEE �,• I 1 �. /. ELMO JOHNSON c" d B 400, I.C.E.A. 0651-401, 1 C.E.A. P81-570, & LOCAL PUD, DETAILS 3,4 SHEET E-1 FOR SPECIFIC UTILITY. I i-JQ- I I I I (503) 629-2.450 i 2. PROVIDE A MITER BASE PER LOCAL UTILITY �^ � l yl 'I I I STANDARDS. MOUN-I ON SIDE OF OWNFR FURNISHED 2. UTILITY VAULT COMPANY MODEL #1324 OR EQUAL. ' I-- T' I 1 j POWER: PGEwmr BACK BOARD. .�� L012RAINE KATZE s' I � I I ' 3. UNDERGROUND CONDUIT SHALL BE RIGID MING POLYVINYL CHLORIDE �� UNDERGROUND PULLGOX Z (503) 570-4413 CONDUIT: SCHEDULE 40, TYPE 1, CONFORMING TO UL ARTICLE N.I.S. V ��L- +-_ � I I I / �/ t 651: WESTERN PLASTICS OR CARLON MANUFACTURER, COUPLINGS -- SHALL BE SLIP-ON, SOLVENT SEALED T PIPE: SOLVENT, WESTERN ROUTE TELCO FROM TELCO TYPE COMPATIBLE WITH PVC DUCT. ALL BENDS SPALL BE RISER THROUGH 4"0 I y I I yl II II '' REVISIONS "WIDE SWEEP" TYPE WITH A 24" MINIMUM RADIUS. ALL CONDUIT PVC TO TELCO PULLBOXS, I / POWER AND TELCO (APPROX.) LENGTH NO. DATE DESCRIPTION UNDER ROADS SHALL BE RGS, (OR PVC ENCASED IN 8"x18" THEN ROUTE TO TELCO I I II I I I I I RED CONCRETE DUCTBANK I _ I / TELCO: APPROXIMATE LENGTH TO 0 )• BOARD, INSIDE EQUIP. SHELTER � � -+ 1 I I / \' o 06/19/98 CD PERMIT . 4. CONDUIT USED INDOORS SHALL BE E.M.T., AND RIGID GALVANIZED t STEEL FOR OUTDOORS, COUPLINGS SHALL BE RIGIDSTEELAND SET BOX r-L.IFT EYE BRASS "L" BOLTS I I I I �_.� r . - BACKBOARD 230'-0" COMPRESSION TYPE FOR E.M.T. SET SCREW FITTINGS ARE NOT FLUSH WITH CAST IRON COVER NUTS IN DIAGONAL ( ; i /' / } I APPROXIMATE LENGTH T 1 / ;• M TE LEG 0 $ PERMITTED. FOR ALL STUBS-UPS, USE RIGID GALVANIZED STEEL FINISHED GRADE CORNERS I I { CONDUIT. �` yl I I j P(, R: BACKBOARD 20'-Om2 �. EXIST. BUILDING / 5. WIRE AND CABLE SHALL BE OF THE TYPE AND SIZE AS REQUIRED � / / I -. - _ I I BY NEC. THERE WILL BF. NO SPLICES ALLOWED. PROVIDE HDPE: yl 4 I PULLING HAND HOLES AS NEECED. PULL BOX SHEET SEE EEAIt 2 - -�� 1 I I I j 6. CONTRACTOR SHALL PROODE TEST OF THE GROUNDING SYSTEM a BY CERTIFIED TESTING AGENT. PROVIDE INDEPENDENT TEST �..•: I I RESULTS TO THE PROJECT MANAGER FOR REVIEW. GROUNDING SYSTEM - ___ HM VERIFY LOCATIION OF RESISTANCE TO GROUND SHALL NOT EXCEED 5 OHMS. ALL ABOVE ) - I IIS I I / I UNDERGROUND UTILITIES GRADE INTERIOR GROUNDING CONNECTORS SHALL BE DOUBLE-LUG / r T I I I ( j r PRIOR TO f�fCAVAliON. COMPRESSION TYPE. ALL BELOW' GRADE AND EXPOSED EXTERIOR l GROUNDING CONNECTIONS TO PERMANENT EQUIPMENT AND FIXED BUILDING ELEMENTS SHALL BE CADWELD TYPE. CARE SHALL BE PEA GRAVEL T _ - - I I j / 1 / � POS. DOG TO 2 � 1 TAKEN TO REVIEW CONNECTION LOCATIONS AND MATERIAL TYPES I 1 yl ! 'I FROM SERVICE I TO AVOID POSSIBLE GALVANIC CORROSION. ALL EXPOSED GROUNDING /� GAZLEY CONNECTIONS TO BE COATED NTH ANTI-CORROSIVE AGENT SUCH AS 4"M '`� I 1'I ' 1 I 1 � EXIST. US WEST NO-OXY", NOAOLX OR "PENETROX . VERIFY PRODUCT WITH / II -4 UTILITY BACKBOARD / , ,� % , PLOWMAN PROJECT MANAGER. ALL. BOLTS, WASHERS AND NUTS USED ON N.T.S. - I = TO REMAIN � i GROUNDING CONNECTIONS SHALL BE STAINLESS STEEL. �• INSTAt.l.ATION• RICO PU�X 3 17• ,I I — // I HM FROM MANUAL ARCHITECTS 7. ALL EXTERIOR GROUND BARS SHALL BE COATED WITH ANTI-CORROSIVE �,� E /r ,� / / V AGENT SUCH AS LPS-3 OR AS PER NOTE 6 ABOVE. " „ III --i_- I TRANSFER SWITCH TO su0c 764 rrw Vaughn SET BOX LIFT EYE BRASS L BOLTS _ I I I APPLETON GENERATOR PLUG 8. ALL JUNCTION AND OUTLET BOXES TO BE LABELED WITH KROY TAPE, I �I y Portland, Or 97210 OR EQUAL, DESIGNATING ALL CIRCUIT NUMBERS CONTAINED IN EACH BOX. FLUSH WITH CAST IRON COVER NUTS IN DIAGONAL -"�- I? _ 1� �I ' t --• /� ''r SHALL BE S.I.S. TYPE WIRING 503274 7800 FINISHED GRADE CORNERS DflS,T POWER TRANSFORMER 9. VERIFY OPERATION OF SURGE ARRESTOR AFTER SHELTER IS ENERGIZED. + T/146 112 -1 ,N I OR 60OV. RATED WELDING 503 274 7803 Fax 10. CONTRACTOR SHALL COORDINATE WITH SITE SURVEY TO LOCALE �� r^^^►� CABLE. CONTRACT)R SHALL EXISTING UNDERGROUND UTILITIES. WHEREVER POTENTIAL CONFLICTS/ SEE f BE RESPONSIBLE TO VERIFY INTERFERENCES EXIST, HAND EXCAVATE TO AVOID DAMAGE. CONTACT SHEETE-12 _='I I' ' T t '� r"^k^� ` �� " ".------` —- ALL UTILITIES TO LOCATE UNDERGROUND PIPING IN PUBLIC ROW PULL BOX _ �M_J� PROPER OPERATION cit MATING 11. VERIFY THAT A.I.C. OF THE UTILITY DOES NOT EXCEED THE A.I.C. RATING _ - - W GENERATOR PLUG. SEE #6 BARE RQl�TE OF UNDERGRpU�p j`--� / OF THE PROVIDED EQUIPMENT SHELTER PACKAGE. IF OVER 10KAIC " , GROUND WIRE "�' APPRQX...�'-��,;:- y,,r- �-- ONE—LINE DIA. PROVIDE FUSIBLE SERVICE ENTRANCE SWITCH AND CONFIRM LOWERING OF I _ -' - ��-�-" E�(IST. ROUTE OF US WEST AIC TO ACCEPTABLE LEVELS. ' �--� '�`' .• • GROUNDING 30" MIN .-� '•%% ( UNDERGROUND POWER do TELCO BUSHING °. I -1. / ! TO REMAIN EQUIPMENT SHELTER - LOAD CALCULATION � 1� I {} -� - - - `Y .. - _ __--� i VERIFYE OF � SlihlG -L PEA GRAVEL " 2 1 TOTAL W = (125%) CONT + NON-CONT W4TTS AVAILABLE: 14850W ^ < WER &�� TOTAL W = 23550W h ':,.�; ❑ - - ° - - - ° , - - - - - - --� - - • IS O MW. 3'-0' DEPTH, N 104m sw of wus►err TOTAL A = TOTAL W/240 AMPS AVAILABLE: 61.9A 4"MIN J ° 01HERMS RELOCATE. RATE 250 � �t pm TOTAL A = 98.12A c — ,..•-�"�� -� MAIN FEEDER WIRE SIZE: 3/0 CONDUIT SIZE, AND -� CONTACT PROJECT - r�. rat so) 292-1422 MAIN BREAKER SIZE: 200A NUMBERS AS REQ. --� MANAGER FOR ROUTING. INSTALL 10'-0" CALL BEFORE YOU DIG! ! GROUND ROD GElIR& El. ww'W& NOTES N.T•S. 1 TYP. INST. EL.EC, PULL80X SCALE: N,T.S. 4 SITE PL,14N1 SCALE: 1"= 20'-0" SAWCUT & PATCH T NOTE: NOTE: — TO EXISTING UTILITY 5 MATCH EXISTING ALL UNDERGROUND CONDUIT BENDS TO HAVE SITE NAME SEE SITE PLAN THIS SHEET FOR 5 3" PVC TRANSFORMER SEE CONDITIONS ' MIN. 24" BEND. USE RGS CONDUIT SIZING TO OVERALL LAYOUT OF ELECTRIC AND E-1 MATCH, WITH 90' BEND (SUPPLIED AND E-1 UNDERGROUND 21' TELEPHONE SERVICE. SERVICE RUN WITH KRl�BE 1W�1Y/IUBVMERT INSTALLED BY CONTRACTOR) TELCO NEMA 3R 200A METER BASE W/ 18"t FOR SINGLE :,ERVICE BY CONTRACTOR BY SHELTER MFR. 4 M 200A, 2P MAIN BREAKER. MOAN T TRENCH FINISH GRADE TO BACKBOARD. CGBT20OR/SC 200 AMP EMERGENCY GENERATOR E-1 BY CUTLER-HAMMER 4 RECEPTACLE SEE SHELTER SHOP DRAWINGS -- -" - ��J�� /�l�/j _�!1.L��'._ �'1_x'177 -(1) 02 TINNED CU _._. _WARNING TAPE �. 30 X36 X12 KELCO ELEC. CABINET - / M ^ 11 n� SERVICE GROUND . • • . . SITE NUMBER OUTLINE OF EQUIPMENT BUILDING 10 14-1/4"X29"X6-1/2" ' } _ _ ,: .: ' +-UNEXCAVATED ° OUTDOOR METER BASE W/200A MAIN / NOTE:. CONTRACTOR TO PROVIDE HOOKUP OF >- cz , , EARTH y c BREAKER. CG8T200R/SC BY EMERGENCY AND SHELTER LIGHTS AS REQUIRED 20OA 2P FUSED - 2" PVC CONDUIT UNDERGROUND a Z OR0113-3 CUTLER HAMMER. INTO SHELTER W/ o v TELCO BOX HEATER/FAN CONNECT TO DISTRIBUTION DISCONNECT 2 a v : '.'•'.'.'.'•'.'•' '•'.'.'.'. ----COMPACTED FILL - 809 �2)#3/0 AWG,P �" MIN. RIGS CONDUIT STUB-UP PANEL. IN 3/4" 0 PVC; SUPPLIED AND INSTALLE - ? #3/0 AWG/N -� CD (SUPPLIED AND INSTALLED BY CONTRACTOR. (1)06 AWG,G `a'_j `- ELECTRICAL CONDUIT(S); 3 MIN, SCHEDULE 40,E l SITE ADDRESS 8Y CONTRACTOR) - POWER CONNECTION; SEE SHELTER SHOP DRAWINGS 2^C w o , j OR AS SHOWN ON PLAN 2" PVC CONDUIT SCHED 40 2"C --- Q' STUB-UP SUPPLIED AND �.J , ELECTRIC SERVICE METER ENCLOSURE; PP 1 AWG, P S.I.S.' ( E 0 SU LIED 2) #3/0 AWG,P �2)#31/0 103/0 AWG, N S.I.S. ' TELEPHONE CONDUIT; EXISTING TRANSFORMER, VERIFY CONNECTION INSTALLED BY CONTRACTOR) - - -� AND INSTALLED BY CONTRACTOR PER LOCAL i #3/0 AWG,N 1 W I '9 a _ ,.: 4'0 MIN, SCHEDULE 40, CD WITH LOCAL. POWER COMPANY- �\ Ao fz TFLCO UTILITY CO. REQUIREMENTS 1� #6 AWG,G O06 AWG, G S.I.S. m OR AS SHOWN ON PLAN 6900 SW SANDB�ERG T. NEW UNDERGROUND ELECTRIC SER`10E MIN. �—GENERATOR RECEPTACLE TIGARD OR 972 3 ROUTE TELCO FROM TELCO RISER THROUGH 3"0 PVC CONDUIT TO UTILITY BACKBOARD. - - INTERIOR ELECT EQUIP BY SHELTER MFR 200A, 2P ---- PPLETON # AR20033-20ORS "• 4" 0 PVC TO UTILITY BACKBOARD. SEE FROM UTILITY BACKBOARD TO EQUIPMENT �� ( ) MANUAL TRANSFER NOTES THIS SHEET. BUILDING MIN. 2" 0 PVC CONDUIT - LOCATE SWITCH, WITH S/N / COMPACTED SAND CONTRACTOR SHALL PROVIDE WEATHER TIGHT -- PER TRENCH DETAIL-. PROVIDE CONDUCTORS TELCO CONNECTION; SEE SHELTER SHOE' DRAWINGS ,' 3/4"C `' y UP OR FULL LENGTH PULL ROPE IN CONDUIT AS 2^ C (2) #12 AWG III SF-IEET TITLE CAP FOR 4" DIA. PVC STUB U. _ ELECTRIC & TELCO SERVICE GROUND CONDUCTOR IN - REQUIRED BY LOCAL UTILITY CO. (SUPPLIED 3/4" 0 PVC; SUPPLIED AND INSTALLED BY CONTRACTOR; 2) #310 AWG —"� r i AND INSTALLED BY CONTRACTOR). 11H POWER FAIL RELAY DAYTON- 12' MIN �. TELC, RISER ) `, LSO SHEET E-2 1 #310 AWG,N #3X740 CONTRACTOR ,.� ,��r'►'',R'��. T� = FINISH GRADES 1; #6AWG,G CLEAR ..�... INSTALLED SERVICE PLAN c DISTRIBUTION PANEL 4✓ RISER DIAGRAk o� - � � `\• � - --- +..�•- � NEW UNDERGROUND T'�LCD SERVICE MIN. 4" 0 PVC CONDUIT SCHED _---------------- -------- ' 4O, TO UTILITY BACKBOARD. FROM UTILITY BACKBOARD TO EQUIPMENT 3) 20A 2P - IY4T��: DETAILS-- � BUILDING MIN. 200 PVC CONDUIT SCHED 40 - LOCATE PER TRENCH TO TELCO BO;$� T. EXCAVATE TO REQUIRED DEPTH DETAIL. PROVIDE FULL LENGTH PULL ROPE IN CONDUIT. VERIFY WITH 1 IOOA 2P —� LOCAL TELEPHONE.. CO. REQUIREMENTS (SUPPLIED AND INSTALLED BY 1" C - --- -3/4" C 2. VERIFY ALL TRENCHING REQUIREMENTS PER SHEET NUMBER a LOCAL UTILITIES. SEE UTIL-IT"Y TRENCH DETAIL -- PULLBOXES d.; 2 CONTRACTOR) S2 #6 THWN, P SURGE ARRESTOR 1 #12 AWG, P liU}'9�-Uld6 Sl l'N>i-�llll 8, THIS SHEET REQUIRED dY U1ILITY. SEE �` ` ; ASS1 #6 THWN, N 120/24OV, 10 1 012 AWG, N 3 -A�-•�4�-YQU.�lSz1DI -1 - PER LOCAL GROUND D 1TlJTY CO. (1 #8 GRD 1 ,012 AWG GND z 6900 SW Sandbt�rg 8 of 17 ------ EmlsO rvwm RISER D�IGRA�i a SCALE: N.T.S. 6 ONE-LINE DWSCALE: N.T.S. 7 TRENCH DETAIL S 984�Eoo1 1/b SCALL: N.T.S. Lj IF THIS DOCUMENT IS LESS (1- III 111 III III III III I I III III III I I III III 111 11T 11 IIT 111 I 1 111 111 111 III III III III I I III III III III III T11 11T T 1 TIT TIT 111 III III III 1111111 III III III I I iti_ � i 4 � � i � -__ � i � gt � �o � I ;.� LEGIBLE THAN THIS NOTATION, -I-__-\__..�. --_—� ---�---__----��-___-�_ --____� ___-__T��--�_�.'_ _�� IT IS DUE TO THF QUALITY OF THF ORIGINAL DOCUMRN'T, _ __. ._ __._.-- -�___ �_ -- -- -- — J � 8TZ 8�Z LIL 19IZ 4�Z �Z I S�I C�G I ilZ OTZ 8��i 9 i L�T I�T�i 11�� I T I iSjT I t 1( ( T I � �f3� !Z I71111"1:11 1111 1111IL 3) PANEL ANTENNAS GPs ------ DOUBLE-LUGGED Cu LEM TO KRUSE; WAY/US -~-ORAIpED STRAP; CONNECT TO EXTERIOR 11 ,11 1111 ANDREW GRW KIT 0 EACH WM DIN CONNECTION - SECTORS FENCE W/ CADwELD A Y TESTWA 06 AWG STRANDED INSULATED C O MOBILE TO COAX ENTRY PORT � ENTRY BIDS � � � f -- 3" PORI (TYP. OF 9) FENCE POST E BOLT TO WALL KITH BY OTHERS. SEAL o MOUNT ON EXTERIOR fNSUI.ATED STAND-)IFF. �� < o 0 H 8 1 I W/ COAX BOOT BARBED WIRE WALL OF SHELTER ANDREW GROUND-? F'Qa,;T RAN KIT AT COAX ENTRY PORT !2 SOLID TINNED Cu LEAD 10220 SW GREENI�URG ROAD I � /- TO BURIED GROUND RttVG. t TELCO �" SU #601 s «•■..Sa�,..�.:.......■■..�� BOAR M.....+..� i k ,K� ' Y '�.. `.T / — /6 STRANDED INSULATED PORTLAND, OR 97223 { ;x ., , 'k . D TINNED Cu LEAD TO 503 293-5500 V - TELCO SURGE ARRESTOR k X �• \ / I xR / K . " , o 0o°°o°°GtOVND oeoco00 00 -DRILL & TAP HOLE IN MONOPOLE -- INSULATED CO 4NECTOR TO FOR STAINLESS STL. BOLT TOTELGO BOARD 1-5/8 COAX CABLE101 BUS WHICH DOUBLE-LUGGED (ROUND , > --- #2 SOLID TINNED Cu LEAD TO XIT LEADS ARE ATTACHED FENCE FABRIC ,>C�. �� :� �, �x ,�'� �.. /!� I \ FENCE POST BOLT TO TELCO GROUND ROD 0 GROUND RING 'X BOARD PRGAIL xQ�/' to y /�x C�JAX TOWER —DOUBLE-LUGGED Cu LEAD tw�� w k `r ` _ AX Z __ TO ANDREW GROUND KIT I 1 �" FENCE POST ,'` • ' `,r� ; ` k o a AT EACH COAX 1 1/� COAX JUMPER OUT GROUND TEST WELL ($ E OSS. <� Y,. / p ^^�` F C�"^� C•L✓�, (y- . OF BOTTOM OF ANTENNA x 18 LONG CONE. PIPE PLUG) 1 BASE INSULATED CONNECTOR (OR CALLED "KRISTI" BOXY � ' Ky,�^ : BRAIDED �1RAP OR WELDING CABLE �� 00 �� o TO COAX LADDER * - �. r: x A �. GROUND BUS `�r ,� TOP OF GRADE IF PREMANUFACTURED IS USED) x �,� � n `K ,x : �,� ' r / /' o o X12 SOLID TINNED Cu LEAD TO �� '2• F� I 10" MIN. RADIUS ON y , i� / r BOLT 10 COAX LADDER �--- X.LT GROUND ROD � C. W1� COAX JUMPER CADWFLO CONNCECTION d BASE OF MONOPOLE h x.• ' / W/ BRAIDED STRAP MANUAL ---- N2 SOLID TINNED Cu TO (� #2 BARE TINNED COPPER "y''" MASTER TRANSFER POLYPHASER PLATE - 36 ) ' SWITCH ND -- CABLE TRAY TEST LEAD (30" i EXISTING MONOPOLE CADWELD --- '~ ) GROUND BUS. a ALL SHORT LEADS RUN \ ? V i CONNEC IUN FINISH GRADE GROUND a N 3/4" "COROFLEX" TTINNED BUS CuLEAD RUN ALONG CABLE V) TRAY FOR CONNECTION TO ALL _ / MOUNT ON WALL UNDER HVAC VENT;, DOOR FRAMES & CADWELD CONNECT FENCE GROUND 10 -CADM+ELD - / GPS/TEST MOBILE ELECTRICAL PANEL ENCLOSURES. �� '' AWG TINNED SOLID BARE COPPER WIRE. 8°a " ° ° ° ° ` ° °�a S GROUND RING OR GROUND __ ENTRY PORT ° ° o ° ° �a ° ° BOLT TO WALL WjINSULATED � _� TYPE PC CONNECTION / N� ROD PER PLAN CONNECT TO GROUND ROD OR RING � PER GROUNDING PLAN, RUN IN 3/4" NOTES: o p STAND-OFF. REVISIONS "COROFLEX" TO BELOW GRADE. 1. ALL HARDWARE STAINLESS STEEL 1�-----12 SOLID TINNED Cu LEAD TO NO. DATE DESCRIPTION X12 AWG TINNED SOLID BARE COPPER WIRE 2, COAT ALL SURFACES WIYH KOPR-SHELL[, BEFORE MATING X.I.T. GROUND ROD. 06/19/98CD PERMIT GROUND CONDUCTOR EXTEND TO OPPOSITE FENCE POST FOR 3, ALL LUGS TO BE DOUBLE-LUGGED. 0 SOLIDBURIED GATE JUMPER 4 BUS BARS: 4"x20"xi 4" COPPER BY NEWTON OR EQUAL OW FENCE GROUNDING DETAIL - 2 �W IrtOt1NT SCALE: N.T.S. I GRWND TEST WELL. DETAIL SCALE: N T.S. 3 SCALE: N.T.S. �NG GA • DUML SCALE: N.T.S. 3 G�ND WS DUMS SCALE: N.T.S. 4 2 CABLES FURNISHED BY NEXTEL & INSTALLED ,/ % ;/, i; ;'; .'/ NOTE: TESTING SOIL RESISTIVITY A SITE BY ANTENNA CONTRACTOR / , . i / i ,, /� / �',; y ; ��j j /!�' %�i TNr�N t.�GE u �, // ,„ / /i% N (AVAILABLE FROM LYNCOLE TECHNICAL SERVICES), �' IS HIGHLY RECOMMENDED PRIOR TO MODEL ---OUTLINE OF ROOF NEW HVAC UNIT X.I.T. GROUND ROD DETERMINATION. ^. � ' /,�/ / i' ' ,/ ,� / //.ii SOI �10 / ' X12 AWG TNND BARE I , , , .'i"�f,'�/ f , %. %�'%; d CADWELD CONNECTION -� % i, COPPER CCNDUCTOR r/�/;'/ f%�'`/�l,r ,f/�.�i, . _' - i ,� v E-s/ XIT SYSTEM / /, i ,, ;�: moi. - / PROTECTIVE / ' 'i ' i/.� �,• "/ ' �i; W/ SHORT BARREL � ��,��'+�f-•,,',.�.�. � � , .j/,/� O GROUND TESTWELL 0 VE �/ //.�i /�, ,/�/� ` COMPRESSIOtd LUGS I t- - / / ,/'/ BOX '.!;/i;!%/�'. .�%/ f j /,�', .f d GROUND ROD GAZLEY / FINISHED CEILING (1&B 54207) WITH + : . TOP OF GRADE (2) 5116" BOLTS & PLOVIVI!1�IAN POLYPHASER MOUNTING TOAHVACSENCLOSUREE I� v ARCHITECTS I BRACKET FURNISHED BY + j��!�://�;i1 2701 NW Vaughn NEXTEL & INSTALLED %i Suitt 764 BY ANTENNA CONTRACTOR %'�; Partlm�d C+r. V72I0 BREATHER HOLES N v o �- OUTLINE OF BUILDING 503 274 7800 O O • + — � Lx .r _ I � �� .. , •.; � �0�114 71403 Fax POLYPHASER 4/0 CADWELD FURNISHED BY NEXTEL A ISHED GRADE CONDUCTOR & INSTALLED BY ANTENNA CONTRACTOR % - XIT SYSTEM BACKFILL MASTER GROUND BUS " MATERIAL j� 1� BY BUILDING MANUFACTURER 4- WI(1)1 DIACw PVC CONDUIT ,� , '�' + ( CLAMP FOR GROUND WIRE, EXTEND PVC PIPE 12" BELOW ��'� ' CONNECT TO GROUND RING -� GRADE I I , _x .x _x-'--" t ?)/ I /j'�' /Z/ i /f �✓ !/' / FOUNDATION ( - - 1 / 11 ....�` - / i // / �. •� i/ //�'i'// /��%'//f�'i' i'i��'�,/if',�f,/14 1 ,�/. /f/ mo�EAwNLLS MIM. I �� \7 ';�� //� / /�• f/ /,�''i/�f`.� 1vel'. .'i)�. r�-- riy/ ,/. ,/ J / / , /., %/EXTERIOR HALO / r_f- _ _- / i./�/ /i, . �. / / // �i / � !/ii ./ i1, / / , , % // // t�w FAX '�JO�i 21Q-1412 GROUNDING + \ io EXISTING WALL CADWELD 6" MIN. DIA. / / 24" CONNECTION x4 / ` ,�, /, /'. / / `�•,//�, /'/�`..��' / �j'�. 1-�-` / (TYPE-TA) ` , I ` i J ',��,'•, . moi!/, ,, ///�,�:,� � . . _ + 3 BREAKER PANEL 1 . _ } � MAIN sREA A , � ONNECT 9 12 00 AMP QISG 1 1 - -- X.I.T, GROUND ROD 03 K04 15 SCALE: N.T.S. 1 O POL GROUNDING DETAIL SCALE: N.T.S. 6 WAIC GROUND DETAIL SCALE: N.T.S. 8 I n T `%i I lii x, 14 ( 84 j� i SITE NAME x OUTLINE OF EQUIPMENT -#2 AWG SOLID TNNO BARE COPPER JUMPER BETWEEN CABLE ` - - SHELTER BRIDGE & EXTERIOR COAX ENTRY BUS BY ANTENNA CONTR. I _ I 2 0 7 - �T �- J„ / , I #2 AWG TINNED SOLID _ - � x 16 0 � � l � � r. �. - -'�- � `�� 3 i KRUSE WAYMSWEST BARE COPPER WIRE JUMPER "r •„ - - \� ; i (CADWEI-D CONNECTION} II l I + I / t- '� '� T►dl + I ( _�{ E POLYPHASER CABLE BRIDGE OWNER SUPPLIED AND INSTALLED BY CONTR. III BY AN ENNA CONTRACTOR I ,. / 10 IQ 8 \a ( (# ( I \ v \ I s j I 1 ` �. �- `' CONNECT COAX GROUND KITS �I 1 19 a � ��O � + '_ ,••.. -�..� SITE NUMBER -TO COAX JUST A80VF BEND, J 2' 18 / ""'� \ W . CONNECT TO GROUND BUS L_.� (\.(1JL COAX CABLE ENTRY PORT + - _ LJ R, (MICROFLECT #81118) - �Y J FURNISHED BY B' DG I t• _ ALL SHORT LlEADS RUN + COAX TOWF,R f BA GRUUNQ '\ OR0113-3 MANUFACTURER _ I » . » M CONNECT TO GROUND c _ IN 3/4 COROFLEX 1 o COAXIAL ��- ' -+ � RING PER GROUNDING PLAN � - - - '��/ .�.,�,�.�....it-r"'* . .�-- ------ ._ _.- ______�_.- �___..,_._.__---._-.--------•-.'--��`".r f I __ CABLE INSTALL BY ANTENNA CONTRACTOR - GROUND HATCH PLA1F - ' - + d EXTEND 2 OLID x W/#6 AWG STRANDED _ v � � ' SITE ADDRESS Q JUMPER WITH SHORTj ± COAXIAL CABLE GROUND KIT I I TINNEU CU TO GROUND BARREL COMPRESSION OWNER SUPPLIED & INSTALLED RING THROUGH . LUGS, (T&B 54205) ( GROUNDING_ PLAN - KEYED NOTES � BY ANTENNA CONTRACTOR FOUNDATION IN 1" 4 • USE STAR WASHERS, SCHEDULE 40 PVC, 1 �2 AWG 11NNFD SOLID, BARE COPPER HARE PERIMETER GROUND RING: 11 r`ONNECT GPS ANC 'TEST MOBILE ANTENNAS TO THE LaRI COAX ' LOCK-WASHERS, AND i ---'k I CONDUIT WITH 40"R - - SHEET METAL. SCREWS " / " SWEEP EXITING -- --- _------------- �---'` SEE DETAIL Y, SHEET E-2 au. 69 SW SAN�R �' T, CONTRACTOR TO INSTALL 4x20 x1 4 thk INSUL. " TIGARD OR 97 3 TO SECURE '�0 [� IF�t 'OWNER SUPPLIED II FOOTING 30" MIN. r/� 2 GROUND ROD: 3 4 xt0' 1 GROUND ALL CORNER POSTS & GATE POSTS. SEE DETAIL 2&3 �FtEET rr �I 'I EX1�.610g. COAX ENISY_fl� ,,.•�._-- (J / © � s .. QAX �1TRY BU`, BY I (SEE DET. �4 THIS SHEET) ROUTE X12 AWG SOLID I BELOW GRADE. TAKE % --- -- ------ E-2; CONNECT POSTS DIRECTLY TO GROUND RING. ,h 3 CONNECT COAX TQ BASE GROU)y(��jj,S TO EXIST. GROUND RING IN GENERAL CONTR�1C10R I I I COPPER WIRE INTO 112" PVC CONDUIT I LEAD DIRECTLY 10 % - "'""` 0 GROUND GATE, TYPICAL 2 PLACES, SEE DETAIL 3, SHEET E-" I / f GROUND ROD & /� ,.-'"� TWO PLACES. " " ( THEN TO GROUND ,,- '` "�`" _ 4 PROVIDE GROUND TEST WELL AND PIGTAIL; SEF DETAIL 5, SHEET E-2 1 CONNECT COAX GROUNDING KITS TO ANTENNAS COAX AT TOP OF SHEET' TITLE - I ALL SHORT LEADS RUN IN 3/4" COROFE_EX I 5 CONNECT SHELTER GROUND RING TO EXIST. TONER GROUND RING 2 PLACES. -2• RING. MONC+PQI►_; SEE DETAIL 1/E .......,�,..,....,,..,,.,_.,�„� XIT i �CADWELD CONNECTION 7 - �+ -FINISH GRADE r'""r- _ ._._._ ____. 6 CONNECT ENTRY PORT PLO.TE t0 EX I CQgX N Y BU SEr AL�n CONNECT MASTERGRQUD 9US PROVIDED WITH SHELTER TO X.I.T. r" / —T — US MAaT�P, GROUND 13U GROUND ROD I BY GENERAL CONTRACTOR (TYP) I _ _ DETAIL 7, SHEET E-2 GROUND ROD THEN TO GROUND RING C7 / 1- 1 -- ` ----� r Jr� 6Y BUILDING MFR AND r ` Q7 CONNECTr�! TO GROUND RING, SEE ALSO 16 CONNECT IFE(;0 BOARD GR4U_ND BUS TO GROUND RING SEE DETAIL 4, GROUNDING PLAN r�J CADWFLD CONNECTION I -- DETAIL 7, SHEET E-2. U5E 1 2 NON-MELALLIC CONDUIT Wj2 BARE SHEET E -2. E'Y GENERAL CONTRACTOR h, 1 XIT GROUND ROD TINNED CU. (1� CONNECT HVAC UNITS TO GROl1ND RING, SEE DETAIL 8, SHEET E--7. GRO` G DETAILS ' l NEW AWG T1N!J%0 SOLID BARE COPPER j ® CONNECT COAX GROUNDING KITS TO EXIIERIQR COAX EN]EYJIU AND 18 CONNECT EACH LEG OF UTILITY BACKBOARD TO GROUND RING. Cr i CONDUCTOR SUPPLE' & INSTALL BY i (2) 1/2" DIA. PVC /j� 1 f"XTQM/BASE GROUND BUS. SEE DETAILS 7 AND 4, SHEET E-2. 19 CONNECT TELCO BOX TO GROUND RING. `^ - h, ' \ I GENERAL CONTRACTOR 1 = SEE DETAILS 7 AND 4, SHEET E-? C� 'ONDUIT W/ (1 r I -- _ SHEET NUMBER ' CLAMP FOR GROUND WIRE `\ ~,Lt -`" `-- _ ,__,_ ------ -.-_. OUTLINE OF EXISTNIG �9 PROVIDE GROUND AT POLYPHASER (#6 AWG, GREEN); SEE DETAIL 6, t0 CHEMICAL X.I.T. GROUND R00 10' DEEP VERIFY EXACT LOCATION AND v FEED THRU. EXTEND PV(: " 1 TOWER FOUNDATION SHEET E-2 DEPTH W NEXTEL PROJECT MANAGER, CONNECT TO GROUND RING - LXTERNAL GROUND RING MIN. 30 BELOW GRADE (SEE 10/1-2.0 & MA-3.0) rn PIPE 12" BELOW GRADE 24 V.I.F. -� ELECTRICAL SERVICE GROUND J2 TINNED CU, SEE SHEET E-1 f.- ._ _____ CADWELD CONNECTION -_!__...4.-----_._...--_-__--_---_----------------------4---� _ - _ � _________ - _.__-r__J Em2vO w Z M�NA CABLE CAM �� GROUNDING DWSCALE: N.T S. 7 GROUNDING PLM SCALE: 3/16' a 9847EO02 1�e t • t � e ' 13UP9$-0246 S1T98-Oi,`.7.2 6900 SW Sandburg Ii Of 17N. if` 4.4 IF THIS DOGUMPNT IS LFSS i�flll7jlllllll +lllllll IIIA I IIIIIII VIII I IIIIIII 11T�T�1 11T1II7lull 1 1�1TT�1 TIIlt11 Illlillllllll I IIIIIII 1112111 I�llT�tII�III T T1T1T�T1111 l�l IIIIIII 1!11111 IIIIIII III 1 'I - LFGIBLF THAN THTS NOTATION, I ---_--� — I --- �1-- I I 14 I _� I 6 I I g I , II I �Q ( 1L —�. _ J 1T IS DUR TO THE QUALITY OF THF ORIGINAL DOCUMFNT. --- -_ 11 — - !! - --- -- - --IJ61 - - --- --- - -- r� J VIII IIII�IIII IIII�I!IIIIIII�IIIIIIIII�IIIIIIIIIIIIII illl�lllllllll�ll I�IIII�IIII IIII�IIII II�IIII IIIIIIIII llllllllill,ll�lll N,Ill,ln, ,,,�„£i,,,�l,�iuII,l,i T„1,,,, ill,,, i,li�,,,,g,l�,n, �,III,IIIII„IIIII I911IIIIn IIIIIIIIII11T111111IIII Z,.A ; ,{r .Y .07''' �'' r -. ,� n:. �"-!' -,r. �`. ' .J�` .�`.�'y'k '�'• K'w''�S.v ,, l�`1 •. � ;�y k'. a."1 `,r .f'('.4{�T�t` .� ��. 62% LINE 1.0KRUSE WAY/US WEST ELECISQLYI �HQ(�G„�YST'EM. I A. ELECTRODE UNIT PROCEDURE FOR TESTING GROUNDING NETWORK 9'0 - -� -- _-__�_�- I --L- - 1. MANUFACTURER: LYNCOLE XIT GROUNDING, 3547 VOYAGER ST., TORRANCE, CA 9503, PHONE 800-962--2610 2. SHAFT CONFIGURATION: STRAIGHT 10' LONG 8.0 ---- -`--- - -- -- I ----- -- - - 3. UL LISTING: 467J, ANSI 633.8. STEP I READ ANr) OBSERVE SAFETY INSTRUCTIONS ENCLOSED WITH RESISTANCE " I I CHARACTERISTIC FLAT SPOT 4. MATERIAL. TYPE K COPPER 0.083" WALL THICKNESS METER, INCLUDING USE G; RUBBER GLOVES TO CONDUCT TEST. IN CURVE OCCURS APPROX. I I • I_ r 5. CONSTRUCTION: HOLLOW TUBE, 2.125 O.D., FILLED WITH 10220 SW GREENBURG ROAD R 7.0 _ __ -- -- HERE _1 -- _ -_.�-- _- -_L_ NON--HAZARDOUS METALLIC SALTS. I" STEP 2 DETERMINF APPROXIMATE DIAMETER OF GROUNDING RING FOR THE SITE. E I I 6. GROUND VIRE TERMIN,'.TION: EXOTHERMIC CONNECTION TO 4/0 9 U ITE #601 S I I CONDUCTOR. U. BOLT WITH PRESSURE PLATE PROVIDED AS TEST PORTLAND, OR 97223 DIAMETER OF RING = 30 FEET I 6.0POINT -1--- 503-293-5500 B. BACKFILL MATERIAL T I I 1. NATURAL VOLCANIC NON-CORROSIVE FORM OF BENTONITE J-BOX ON CEILING-- STEP 3 FROM CHART BELOW (BIDDLE TABLE 1 DETERMINE DISTANCE FROM 5 OHMS MAXIMUM AT 62X LINE _ _ _ ABOVE RADIO BAY A 5,0 _ -_ - _- __ _I__ CLAY GROAT BACKFILL MATERIAL FREE OF POLYMER SEALANTS. ; GROUND TEST WELL TO ELECTRODE C. ALSO DETERMINE DISTANCE TO ELECTRODE P WHICH IS ABOUT 62% OF DISTANCE TO N I XIT MOUEL SNC. O ( C I I 2. SHALL ABSORB APPROXIMATELY 14 GALLONS OF WATER PER � I ELECTRODE C). 50/ BAG FOR OPTIMAL 30X SOLIDS DENSITY. DISTANCE DISTANCE �✓R E 4.0 - 3. PH VALUE 8-10 WITH MAXIMUM RESISTIVITY OF 3 OHM-M AT I I / MAXIMUM DIMENSION TEST WELL TO 'P' TEST WELL TO 'C' _ - `_ I I 30% SOLIDS DENSITY. LIQUID--TITE FLEX, (FT) (FT) (FT) 0 LONG ENOUGH TO H 3.0 - - -- --- - -- - -- - - _-1__ C. GROUND ACCESS BOX 10 0100 160 M I THIS READING AT 62% OF I 1. PRECAST CONCRETE BOX WITH SLOTS FOR CONDUIT REACH FLOOR 12 105 170270 FEET IS IHE CRITICAL ENTRANCES. MINIMUM SIZE TEN INCH DIAMETER BY TWELEV 14 120 190 S I ONE. IT HAS TO BE I INCHES HIGH. CAST IRON GRATE FLUSH COVER OATH I'22L. h 16 123 200 2.0 - -- - ---- -- - -- -- _- -- ---- - _-..1_ -- BFLOW 5 OHMS • N91 C• BREATHER" SLOTS, XIT MODEL XB-12. FOR THIS 18 130 210 TAKE READINGS I I ��- EVERY 50' OR SO SITE \ 2U 140 72.0 � � ; 1 2A INSTALLATION ; - - -- - --- -- -- - ------------ - 1 - A. GENERAL 40 200 320 I ! I 1. TO ACHEIVE SPECIFIC EARTH RESISTANCE, CONTACT 240 390 LYNCOLE FOR ENGINEERING DESIGN ASSISTANCE. PRELIMINARY 60 280 450 �-TEMPERATURE-ALARM STEP IN GROUNDING DESIGN REQUIRES A "WENNER FOUR-POINT THE HIGH TEMP. ALARM CONTACTS 100 310 500 a I 120 340 550 SOIL RESISTIVITY TEST BE PERFORMED CNl THE CARTH AT THE ARE WIRED NORMALLY CLOSED. A 140 365 590 50' 100' 150' 170' 200' 250' 270' JOB SITE. TEMP. INCREASE (RISE) TO 85'F Q N C r160 ----- - 2. INSTALL GROUND ROD SYSTEM IN COMPLIANCE OATH WILL. OPEN THE CONTACTS. 180 ago seo DISTANCE (ROD P FROM TEST WELL) FEET MANUFACTURERS INSTRUCTION OR RECOMMENDATIONS. - -- B. EXCAVATION LOW TEMPERATURE ALARM RED1 REVISIONS 200 440 710 1. BORE MINIMUM 6" DIAMETER HOLE 6" DEEPTER THAN THE _ SAMPLE. PLOT LENGTH OF ROD TO BE BURIED. THIS INSURES THAT THE TOT' ARE WIRED NORMALIYMCLOSED. A BLK_? NO. DATE DESCRIPTION R SEE NOTES IN BIDDI_L MANUAL: "GETTING DOWN TO EARTH" FOR SITE WITH 30' DIAMETER GROUND RING OF THE COPPER XIT ROD WILL NOT COME IN CONTACT WITH THE TEMP. DECREASE (FALL) TO 50-F 06/19/9 CD PERMIT METAL GRATE OF THE PROTECTIVE BOX OR HAND-HOLE COVER, WILL OPEN THE CONTACTS. a REDS LABEL ENDS OF 0 2. FOR L-SHAPE INSTALLATION EXCAVATE A 6-12 INCH WIDE Ell N C BLK4 WIRES. TERMINATED STEP 4 ATTACH LEAD FROM INSTRUMENT TERMINAL TO GROUND WELL TEST PORT, TRENCH, SLOPE ROD AND TRENCH TO INSURE BOTTOM CAP OF DM. ALAS REDS BY OTHERS 1 ttt PER THIS SKETCH. CONNECT C2 OR C TERMINAL, AS REQUIRED, TO 62% LINE UNIT IS AT LEAST LEVEL WITH OR BELOW ELBOW LEVEL. THE CONTACTS FOR THE MAGNETIC ---'-- ELECTRODE C. HOOKUP ADDITIONAL LEAD FROM TERMINAL P OR P2 _ _ _ i i 3. REMOVE- SEALING TAPE FROM LEACHING HOLES. DOOR ARE WIRED NORMALLY CLOSED. N C BLK6 2 TO ELECTRODE P, THE PLACEMENT OF WHICH WILL VARY THROUGH 9'0 - - + _ - --_----- - - I C. BACKFILL WHEN DOOR IS CLOSED CONTACTS THE COURSE OF THE TEST. 1. PLACE XIT UNIT IN HOLE, SO THAT THE TOP OF UNIT IS WILL CLOSE. WHEN DOOR IS OPENED Q ABOUT 6: BELOW GRADE. CONTACTS WILL OPEN. - 4 TERMINAL 3 TERMINAL $ 0 I _ 2. LYNCONITE BACKFILL IS A SPECIFIC CLAY INCLUDED WITH q (BIDDLE, MEGGER) ;gIDDLE, MEGGER) i I THE SYSTEM, MIX EACH 50# BACKFILL GROUT MATERIAL WITH G � T - 14 GALLONS WATER TO FORM A SLURRY AND POUR AROUND XIT =MAKE i.ETEC?OR I C2 2 x P c I CONTACTS FOR REMOTE SMOKE -- ___-__ ___ _ -. - __--__ I ROD UP TO "BURY TO HERE STICKER JUMPER -- R 7,0 - --1---- ---- -- --� -1-- 3. PLACE PROTECTIVE BOX SOT TOP IS FLUSH WITH GRADE DETECTOR SHALL BE WIRED NORMALLY E I I CLOSED. CENTRAL CONTROLLER SHALL N C BLK8 LEVEL AND FINISH. S I I 4. REMOVE SEALING TAPE FROM TOP BREATHER HALES TO INDICATE ALARM UPON ACTIVATION OF ---+-- I _f___ ACTIVATE. THE EQUIPMENT ROOM SMOKE -_ 6.0 D. CONNECTION DETECTOR. OPEN CONTACTOR SHALL REDS - - -- - - - --`-'-` S I I INITIATE ALARM. --+- `�' T I I 1. CONNECT GROUNDING ELECTRODE CONDUCTORS) TO GROUND N C BLK10 I GAZLEY it 5 OHMS MAXIMUM AT 62% LINE ROD PIGTAIL_ EXOTHERMICALLY (CADWELD ui THERMOWELD). _ J , _ _ - ELECTRODE P ELE( TRODE C '4 5.0 - - - - - - - - - "- - - - - - -- - - - - -- - - - - -I - 2. BURY GROUND CONDUCTOR 30 BELOW GRADE. rOVER BARE PLO��MAN SROUND TEST WELL (LOCATION VARIES N I I CUNDUCTOR WITH A SMALL AMOUNT OF BACKFILL rOR PROTECTION RECTIFIER ALARMS RED11 ELECTRODE THROUGH TEST) C I I AGAINST CORROSION. TERMINATION BY NEXTEL �� v ARCHITECTS VARIES E 4.0 - -- --- - _ _ 3.0 TESTING 2701 C B1K12 .- 2701 NW Vaughn A. CERTIFIED MEASUREMENTS TO BE TAKEN AND SUBMITTED PRIOR Sults 764 FIXED MAX. DIST. = 270' I I TO CONNECTION TO MAIN SERVICE UTILITY GROUND. GROUND GRID RED13 Portland, Or. 97210 PER CHART ABOVE 0 I I RESISTANCE SHALL NOT EXCEED 5 OHMS. SURGE ARRESTOR ALARM ) N C BL.K14 503 274 7800 H 3.0 ------ -- - -- -- --�- B. UPON COMPLETION OF THE GROUND INSTALLATION AND BEFORE A SET OF NORMALLY CLOSED 503 274 7803 Fax STEP 5 ENERGIZE TEST EQUIPMENT AND CONDUCT MEGGER TEST WITH ELECTRODE P M I I CONNEC11ON TO THE PERMANENT FACILITY POWER, THE ELECTRICAL CONTACTS WILL OPEN DURING AT 50 FOOT INTERVALS BETWEEN TEST WELL AND ELECTRODE C. ALSO TESTS I I CONTRACTOR SHALL PROVIDE AT HIS EXPENSE, A MEASUREMENT OF ALARMED CONDITION, INDICATING AT 52% OF MAXIMUM DISTANCE. ALLOW RESISTANCE VALUE TO STABILIZE 2.0 -__ _._____.__ - _ _ - THE NEW EARTH GROUNDING ELECTRODE SYSTEM. THE TESTING SHALL A FAILURE OF SURGE ARRESTOR. FOR 10 MINUTES AT EACH LOCATION, BEFORE MOVING ELECTRODES. FOLLOW I i UTILIZE AN EARTH RESISTNACE METER AND BE CONDUCTED IN MANUFACTURER'S RECOMFIENDAT10NS FOR SAFETY PRECAUTIONS REGARDING ACCORDANCE WITH THE IEEE STANDA'<D 3-POINT FA'_L OF POTENTIAL DE-ENERGIZING BEFORE REMOVING ELECTRODE. I METHOD. ALARM TERMINATION 1 .0 C. NOTIFY THE OWNER'S REPRESENTATIVE THREE DAYS PRIOR TC THE SCHEDULED TESTING DATE SO THEY MAY BE PRESENT AT THE "66 BLOCK" STEP 6 RECORD VALUES ON PLOT, PER EXAMPLE. I � I TIME OF TESTING. I I D. THE GROUNDING SY`,TEM SHALL PASS A "SIXTY-TWO PERCENT IF PLOT DOES NOT INDICATE A CHARACTERISTIC DOUBLE CURVE, REPEAT FALL-OF-POTENTIAL" TEST. THE MINIMUM LENGTH OF THE TEST TEST WITH A !>RGER MAXIMUM DISTANCE, PLOT BOTH SERIES OF TESTS. 50' 100' 150' 170' 200' 250' 270' CONDUCTORS SHALL BE 300 FEET. CONTRACTOR SHALL HAVE A CURVE OF RESISTNACE VS. DNTNACE PREPARED. THE CONTRACTOR SHALL two �� c DIS fANCE (ROD 'P' FROM TEST WELL no IMMEDIATELY NOTIFY THE OWNER'S REPRESENTATIVE IF THE � ovom f7m AVERAGE GROUND RESISTANCE, MEASURED IN OHMS, IS READ FROM THE ) FEET MEASURED RESISTNACE IS ABOVE 5 O'IMS. mww 0 ma-m FLAT SPOT IN THE CURVE THAT NORMAi_LY OCCURS AT APPROXIMATELY E. AN INDEPENDENT TESTING FIRM OR THE MANUFACTURER SHALL BE NOTE: ALL ALARM WIRING SHALL BE 022 WG. SOLID FAX M'-14n 62% OF MAXIMUM DISTANCE. ';!GN AND DATE TEST RESULTS. ACTUAL_ PLOT FOP THIS SITE EMPLOYED FOR THE TESTIN ; AND REPORT, THE CONTRACTOR SHALL WIRE (RED/BLACK) INSULATED, NON-SHIELDED CABLE. - - CONTRACTOR TO FILL OU- BASED ON SITE DATA SUBMIT A COPY OF TEST REDORT TO TFit OWNER'S REPRESENTATIVE WITHIN 10 DAYS AFTER TESTING AND BEFORE THE GROUND SYSTEM STEP 7 IF' RESISTANCE IS GREATER THAN 5 OHMS, THEN CONTACT PROJECT BECOMES INACCESSIBLE. MAIJAGEr FOR DIRECTIONS ON AUGMENTING GROUND NFRVORK. NON FALL OF POTENTLAL TAT 5 XR INSTALLATION NOTES. 10 ALARM SCHEMATIC TELCO S�IRGE CONDUIT TO HVAC SITE NAME ARRESTOR (N.I.C.) .;UPPUED BY OWNER � �- INSTALLED BY CONTRACTOR KRUSE WAYNSWEST TELCO INTERFACE - HI TEMP. U BLOCK (•617") LOW TEMP. ALARMS c TELCO INPUT a BLOCK ("66") 2" X 8" BATTEN BD. F'SITE NIJMBE:R U a > - 01 3-3 cuN O C7 o SITE o.�DRESS 0 co Q C7) _ RJ45 5900 SW SAISIBERG To CONNECTION TIGA D. OR 9 S � INSTALLED BY Q NEXTEL. - HVAC LEAD-LAG " CONTROLLER i - 4' X 4' X 3/4" A.C. _ PWD.--PRIMED AND C� t_LCO PANTED WHITE � t, TBOARD �iINt3 DIAGRAM GROUND BIJcS (FIRE TREATED FOR SITE PHONE TFNANT IMPROVEMENT (N.I.C.) ----- \ SITES) T W FLOOR -- � �•-----•----•---•----•.-.+... ---- - 2 SOLID TINNED CU SHEETUMBER r LEAD RUN THROUGH WALL �N AND CADWELD TO BURIED rn GROUND RING -- CONNECTION 10 SURGE A!rRESTOR BY x OTHERS. Uj E = 3. 0 MW �NDIW1 SCALE: N.T.S. 3 9847E1103 1 IWW!Imii-U24G SIT'98-0022 +��• `-' w mo SW Sandburg 10 ()1 - .,. IF THIS DOCUMFNT IS LFSS 1� Ilf 111 III III ILL III I}}I,,I III III ILL I I III III IlT IIT 1I1 III 111 I I Ill III III III ILL III ILL II III ILL ILL III III T11 111 T 1 TIT ll1 111 111 III ILL 1111111 Ill ILL ILL I�I ; '(ATIODI, I I I I I G I I 14 I I I -I 6 I I I 1 �� LRGIBLF THAN THIS NO _� _ . �� _ IT IS DUI; TO THF QUALITY OFNo.7e THF ORIGINAL DOCUMENT. E 8L gg Lti 9Z 16Z I EIj cI�L iZ I OZ ei IgEL�IIIIIIIIIIIIIIIIIIillilll�llllllllllllllll!I�IIIIII!IIIIIIIIIIIIIIIIIIIIIIIIIIIIII�I811111111Lllllll111911I1111�19111IIIIIIyIIIIIIIIIIIIiIIIIII�IIIIIIIItIIIIIJII o� I III III LI IL�LIIIII I;II�IIII 1111111 I III III IIIII�111111IIIIIILII�IIIIIIIi ILII�,LLIF IIII�II II �III�LL IIIII�ILL IIIT I�I 1 �I �I KRUSE WAY/US WEST SPECIFICATIONS THE FOLLOWING SPECIFICATIONS HAVE BEEN ADAPTED FROM A STANDARD MASTER SPECIFICATION, INDIVIDUAL TECHNICAL SECTKNJS WILL CONTAIN DETAILS AND SPECIFIC REQUIREMENTS FOR SECTION 01045 SECTION 101400 WDRK SCOPE GREATER THAN SHOWN ON THE DRAWINGS, IN THESE CUTTING AND PATCHING QUALITY CONTRa. 10220 SW GREENhURG ROAD PARTICULAR CASES DISREGARD THOSE PARAGRAPHS OF INDIVIDUAL SPECIFICATION SECTION. THIS DOES NOT RELIEVE THE CONIRACTOR PART 1. GENERAL PART 1. GENERAL H. Guards and Barricades SUITE #601 FROM PERFORMANCE OF THE INDICATED WORK ON THE DRAWINGS IN ACCORDANCE WITH THESE SPEGFICATIONS. 1.01 Requirements Includes 1. Provide temporary bairn ext , aims gang one PORTLAND, OR 97223 INDEX A. Requirements and limitations for cutting and patching 1.01 Requirements Included warning lights of all open excavations and other A. Requirements and Procedures for quality assurance and unsafe areas outside of the work area. Provide all 503-293-5500 A&M of Work. other barricades or guards as required b Federal, SECTION 01010 SUMMARY OF WORK 1.02 Submittals Notifications control of installation, references, inspection and 9 q Y / testing Iaborator services, and reports State, and Loco$ regulations. SECTION 01045 CUTTING AND PATCHING A. Notify Owner Representative in advance of cutting or q Y p I. Security SECTION 01300 SUBMITTALS alteration which affects: 1.02 Quality Assurance / Control of Installation Y SECTION 01400 QUALITY CONTROL 1. Structural Integrity of an element of A. Monitor quality control over suppliers, manufacturers, 1. t la the Contractor's responsibility to furnish SECTION 01500 CONSTRUCTION TEMPORARY project. q Y Y products, services, site conditions, and workmonshfp, watchmen or security guard personnel as required for ccTT�� FACILITIES AND CONTROLS 2. Integrity of weather-exposed or moisture to produce work o/manufacturers quality. the protection of the work of this contract and his r� GU ARcy� SECTION 01560 ENVIRONMENTAL PROTECTION resistant element. B. Comply fully with manufacturer a instruction, including own equipment and materials until the time of Mol SECTION 01600 MATERIAL AND EQUIPMENT 3. Efficiency, maintenance, or safety of cry each step In sequence. acceptance of the work by The Owner. ai Y Y C. Should manufacturers Instructions conflict with J. Volae Control V VEN M. WPL�Clefiyyy tan SECTION 01700 PROJECT CLOSE-OUT operational element. Contract Documents, request clarification from the 1. General Noise Control; All noise levels shall be ( i - SECTION 02200 EARTHWORK Owner Representative before proceeding. kept within the standards as set forth by Federal. (fJ SECTION 02221 TRENCHING, BACKFILLING AND COMPACTING PART 2 PRODUCTS D. Comply with specifled standards as a minimum Stote, Local and Building regulations end codes. SECTION 02444 FENCES AND GATES NOT USED quality 9 TLAID, ORC90N SECTION 03100 CONCRETE FORMWORK to the Work except when more stringent tolerances, The following are requirements for and maximum U O SECTION 03200 CONCRETE REINFORCING PART 3 EXECUTION coded, or specified requirements Indicate higher levels of noise H no standards exist. !Y standards or more precise workmanship. 2. The purpose of this specification is to keep the p O V SECTION 03300 CAST-IN-PLACE-CONCRETE E. Perform work by persona qualified to produce level of construction noise inside adjacent OF SECTION 05500 METAL FABRICATION 3.01 Examination workmanship of specified unlit buildings and / or rooms from exceeding a aBA 55 ` SECTION 07600 SHEET METAL FLASHING k TRIM A. In act exlatin conditions rior to commencin Wok, p p quality. I aD 9 D q p positive anchorage curve during all occupied hours. The Cortroctor may SECTION 09900 PAINTING Including elements subject to damage or movement curing F. Secure products an lace with meet this criterion D erecting barriers between SECTION 16000 GENERAL ELECTRICAL cutting and patching. devices designed and sized to with stand stresses, Y 9 vibration, physical distortion or disfigurement. equipment on the job site and such interior areas or SECTION 16100 BASIC MATERIALS AND METHODS B. After uncovering existing Work, inspect conditions f by providing equipment noise attenuates. If SE TION 16110 CONDUIT affecting performance or work. 1.03 Inspection and Testing Laboratory Services distance from any buildings ,a grer,t enough that the SE TON 16120 CONDUCTORS C. Beginning of cutting or patching means acceptance of A. Selection and Payment; existingconditions. distance will meet to and the requirement herein, 1. Owner will employ and pay for services of then Federal Slate and Local Codes and regulation • 3.02 Preparation Independent testing laboratories to perform shall be followed. REVISIONS A. Provide temporary supports to ensure structural specified Inspection and testing. 3. Outdoor Vehicular and Internal Combustion Engine integrity of the Work. Provide devices and methods to B. The Independent firm will perform Inspections, tests, Nola@: Noise level of each piece of equipment shall NO. DATE DESCRIPTION protect other portions of Project from corneas. and other services specified In individual not be greater than 86 dBA at a distance of 50 fast B. Provide protection from elements for areae which may be specification sections and as required by the Owner as measured under noisiest operating con llCons. O 06/19/98 CD PERMIT e<posed by uncovering work. Representative. Rubber tired equipment will be used when ever C. Muintain excavations free of wutb, C. Reports will be submitted by the indepsneent firm to possible Instead of equipment with metal tracks. 1 D. Remove debris from work area. the Owner Representative, In duplicate, indicating 4. Limited Hours of Use: Use of noise - producing 3.03 Cutting and Patching observations and results of tests and Indicating vehicles and equipment audible within the building 2 - k A. Execute cutting, fitting, and patching Including compliance or non-compilonce with Contract Documents. Is subject to approval to the building Owner excowtlw and fill to complete Work. D. Cooperate with Independent flan; furnish samples of Representative. 3.04 Performance material, design mix, equipment, tools, storage and 5. Air compressors; Equip with silencing packages. _ 3 A. Execute work by methods to avoid damage to other Work, assistance as required. electric driven preferred. and which will provide appropriate surfaces to receive 1. Notify Owner Representative and independent firm 6. Jack hammers; not permitted in occupied _ patching and finishing. 24 hours prior to expected time of operations buildings. Use cos-drilling or saw-cutting SECTION 01010 d. Employ origlnal installer to perform cutting and requiring services. equipment. SUMMARY OF WORK patching for weather-exposed and moisture-resistant 2. Make arrangements with independent firm and pay 7. General; Any equipment that can be electrically elements, and sight-expoaed surfaces. for additional samples and tests required for driven instead of gas or diesel is preferred. If C. Cut rigid material using mosonry saw or core drill. Contractor's use. noise levels on any gear cannot reasonably be 1.01 DEFINITION OF THE TERM "OWNER". Pneumatic tools not allowed without prior approval. E. Retesting required because of non-conformance to brought down to criteria, either that gear will not A. Reference to Owner in Sce ;on 01010 SUMMARY OF WORK is the Site Owner. D. Restore work with new products In accordance with specified requirements shall be performed by the some be allowed on the jog or use times will have to be requirements of Contract Documents. independent firm on instructions by the Owner scheduled subject to approval of Owner. Conformance B. Reference to Owner in In the technical sections of the specifications E. Fit work air tight to pipes, sleeves, ducts, conduits, Representative. Payment for retesting will be charged to this specification will be Included In the GAZLEY following section Section 01010 SUMMARY OF WORK refers to NEXTEL the and other penetrations through surfaces. to the contractor by deducting Inspection or testing Contract price and no compensation will be allowed r - Project Owner of the Installation covered in these specifications. F. At penetrations of fire-rated walls, partitions, charges from the Contract Sum rice. b special equipment. overtime, etc. that may be PLOWMAN D D 9 /P Y Pe eW+�D / telling, or floor construction, completely seal voids required. ARCHITECTS 1.02 CONSTRUCTION SCHEDULE AND USE OF SITE: with fire-rated material in accordance with current PART 2. PRODUCTS K. Duet Control A. Construction schedule Procedures: Construct Work In stages to Codes and materials requirements. NOT USED 1. During the period of construction, provide 2701 NAV Veugka accommodate Owner's and public's use of premises during the G. Refinish .urfaces to match adjacent finish. For sotisfactory means of controlling dust and dirt; Suite 764 construction perio... Coordinate construction schedule and site cort;nuous aurfoces, refinish to nearest intersection PART 3. EXECUTION provide du at tight chutes and / or sprinkle as Portland Or. 97210 operations with Owner. or naiuro� creak. For an assembly, refinish entire NOT USED required to protect neighboring property, passersby, 5032747600 unit. END OF SECTION 01400 customers and visitors from injury or discomfort 5032747603 Fux S. Construction Schedule: The Contractor shall schedule the Work H. If kmwve,- I conditions are not as anticipated, from dust. >� through to completion, giving copies of the schedule to all Im,mcdpntrr notify Owner Representative and secure L. Construction Site Control subeontroctors. neeaed dkeetions. Do not proceed until unsatisfactory SECTION 01500 1. Confire construction operations and storage to the conditions are connected. area of site as indicated on the drawings; maintain C. Contractor's Use of Premises in neat, orderly fashion until completion. 1. Contractor shall limit his use of promisee for Work and storage END OF SECTION 01045 CONSTRUCTION TEMPORARY FACILITIES AND CONTROLS a. Materials and Equipment; Store all equipment and to the limits of construction as defined on the Drawings. materials neatly, when not In use or until 2. Coordinate use of premises under direction of Owner. PART 1. GENERAL installed on the work, in areas set aside for Contractor's persorne, shall enter other areae of the premises storage; or the project site, protect from damage. only with the full krnowledge and approval of the Owner. SECTION 01300 1.01 Requirements Included 3. Move any stored products under Contractor's control which SUBMITTALS A. Temporary Utilities: Electricity, lighting, heat, interfere with operations of the Uwner or separate contractor. ventilation, telephone service, water, and sorltary, 4. Obtain and pay for the use of additional storage or work areas PART 1. GENERAL B. Temporary Controls; Barriers, enclosures and fencing, r needed for construction. security, protection of thn work, and water control. 1.01 Requirements Included C. Construction Facilities; Access roads, parking, A. Requirements and Procedures for, Shop Drawings, Product progress cleaning, project siynoled, and temporary 1.03 OWNER OCCUPANCY: bulldogs, Data, Manufacturer's Instructions, WData, Tea, 1.0 A. Temporary Facilities A. Owner will occupy the site during the time period scheduled for the Certifleatea and Teat Reports, Maintenance Data, and p y Work. The Contractor shall cooperate fully with Owner through the Close-out Submittal A. Temporary Electricity course of construction to ensure that the Work required by this 1.02 Submittals 1. Electrical power for all construction operations Contract shall be scheduled and contained as to cause minimum A. Deliver submittals to the Owner Representative at the shall be furnished by the Contractor. ill costa for transfdistuption. The Owner retains the right to occupy portions of the address listed on the title page of the Project complermere, cable, installation p and removal n the Project area and areas adjacent to the Project area during the Drawings. completion of work shall t paid by the Contractor. B. riming of submittals: Submit oil submittals to the All temporary equipment shall be Installed and construction period. 9 maintained in accordance with all applicable safety Owner Repreasnnformann ample time for his review, regulations and codes. All temporary stand alone ciheckinq for conformance with design concept, and SITE NAME 1.04 EXISTING WORK AND FACILITIES: approval. potable generating equipment shell h operated and A. Construct carefully without damage or destruction of remaining C. Distribute coyiis of reviewed submittals to concerned maintained in accordance with Environmental Protection requirements. facilities. Replace or repair damage caused by the Work to parties. Instruct recipients to promptly report any y structures, surfaces, fixtures and materials with new Work equivalent inability to comply with provisions. B. Temporary Lighting KRUSE WAYNSWEST q 1. The Contractor shall provide and maintain security to the existing, full complying with original workmanship, materials 1.03 Shop Drawings y D Y' 9 9 p' AShop Drawings shall fully describe quantities, lighting as appropriateprovide general A. work and the Specifications. illumination of the work area a during nighttime relationship to adjacent work, methods of assembly and hours. The Contractor shall also provide all connections and anchorage, data necessary for � B. ExistingUtilities: necessary construction lighting. Provide In fabrication. erection, installation, accordance with all applicable codes and safety SITE NUMBER 1. Protect active utilities, evident by reasonable inspection of B. Submit three (3) copies. DV y the Protect, whether or not shown on the Drawings. Protect, 1.04 Product Data regulations and In adequate condition to complete c relocate, or abandon ut!ities en-.ountered in the Work which A. Mork each copy to identify applicable products, models, the work. a are not shown on the Drawings or evident by inspection of options, and other data; supplement manufacturers' C. Temporary Heat • OR0113-3 t _ a, utilities services to existing buildings, standard data to provide information unique to the 1. The Contrac „r shall provide temporary dquip heat as H 2. All necessary service interruptions of utilities shall be Work. ref>renco to specification section. required to protect ma Providterialse and equipment from dampness and cold. Provide Iaccordance with r scheduled with the appropriate governing agency and the Owner. B. Submit three (3) copies applicable codes, safety equlotione, and 1.05 Manufacturers Instr.cflone o Manor Interruptions arequire a minimum of 48 hours prior environmental regulations. SITE ADDRESS -�notification. The major shut down of any utility shall require A. When ragman in Individual specification sections, D. Temporary Ventilation a minimum of seven days prior notice. submit manufacturer's printed Instructions for 1The Contractor shall Provide Ventilation of 3. Duet curtains and Barriers: Use all precautions to confine delivery, storage, assembly, Installation, start-up, . to d adjusting and finishing, in quantities specified for enclosed hems to sestet cure of materials, of P, dust to the work area by use of curtains, doors and other dissipate humidity, and to prevent accumulation of 6900 M �y /� means. Product Data. dust, fumes, vapors or gases. 6900 S SA RV 8T 1.06 Warranties, Certificate and Teat Reports I�T. o E. Temporary Telephone Service TIGA D O 97Z 3 A. Refer to Individual specification Sections for specific " 1.05 TRAFFIC AND PARKING: requirements on warranties, certificates and test 1. The Contractor shall provide ore equated telephone s A. Construction and personal vehicle parking shall be limited to the reports, service to the field during the duration or the m area within the construction boundary which will be determined at the B. In addition to copies desired for Contractor's use, Work. submit three executed copies each of warranties, F. Temporary Water construction c pre-construction meeting. Contractor's use of crew outside of the certificates and teat reports. 1, Water for Contractor. All osis of well be fry glad SHEET TITLE construction limits shall be only by arrangements made with 1.07 Maintenance Data the Contractor. All coats a temporary piping appropriate governing agencies by the Contractor. Contractor shall A. Submit a minimum of (3) three copies of maintenance including . pay all costa and fees related to sold arrangements. Dressure reducing stations, removal of data (more if required In individual speciflcotion piping and restoration of utilities al the Sections) far each material, Item of equipment or completion of the work shall he paid by the - a assembly. Contractor. SPECII:ICATIANB 1.06 SAFETY PROGRAMS: 1.11 Close-oui cubmlttals 2. The Contractor shall provide drinking water from a a A. The Contractor shall be responsible to know, Implement and coordinate A. Refer to Section 01700 for the requirements for the proven safe source for all those connected with the (ARCHITECTURAL) oil required sofety procedures required by OR OSHA (Oregon Submittal of Record Drawings and Operating and wok. Pipe tranwater in ouch manner as m Occupational Safety and Health Division) for the protectlon of Maintenance Manurls. to keep it clean an andd fresh. freeh. Serve In sinn gle service k o workers on the project and for protection of the general public In and containers or contrary drinking fountains. around the project, and for the protection of other contractors and their PART 2. PRODUCTS G Temporary Sanatory Facilities SHEET NUMBER 1. Provide and maintain required facilities and warkere who may be In and around the project. NOT USED enclosures for all those connected with the work.NOT USED w PART 3. EXECUTION S p _ 1 . O END OF 9EC110N 01010 NEND OF SECTION 01300 HIM98-0246 Sl 1198-0022 m 6900 SW Sandberg Ilof l7 f 9047SPOI 1/E IF THIS DOCUMENT IS LESS T( Ill 111 IIyI III III Ill I}IsI III I' I' II I III III ITT Ish IIT Ili III IlIiIII III III IIy�I III III III IIyI III III III I 1 IiI Th 1� 111�T1I til T 1 III III IIII{I I7�I III III III I I / 4 LEGIBLE THAN THEQUALITYOT OF IT I THE ORIGINAL DO^UMF.NT. IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�II I IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII Ilu�lul Ilu�ll'iul�lm iul�uu inl�lln iw�uu inllllll IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII IIIIIIIII I2III�IIII IIIIIIIII IIIIIIIII 16111IIII III24X SPECIFICATIONS KRUSE WAY/US WEST b. Trash Removal; Remove all trash and deb-is from 3.03 Dust Control the site daily, dispose of at Controctor's expense. Allow no debris, broken or open t artons, A. Keep dust down at all times, including during non C. Rbcord Documents and shop drawings: Legibly or other refuse to collect in the prokmark each Item to record actual construction 3.04 EXCAVATION AND FILL et yr worming periods. Sprinkle or treat, with dust A. Excavate to the depth, ►Ines, ane grades shown on the drawings or as otherwise around it; allow no flammable or hazardous suppressonta, the soil at the site, haul roads, and including: materials to be stored on the site without other areas disturbed by operations. 1. Measured horizontal and vertical locations of specified. 1.0220 SW GREENAURG ROAD approved fire 3.04 Naive underground utilities and appurtenances, referenced B. Temporarily stockpile common excovutlon at an approved location within the work S'JI�_E 6Q1 pp protection precautions and to permanent surface improvements. grading q T' A. Make the maximum use of low-noise ®mission products, p provements. area until aIlerequirements have been met. StockpAe shall not exceed 1S 1/ c. Waste Site: Dispose of trash and debris and as certified by the EPA. Blasting or use of explosives 2. Measured location of internal utilities and feet In height. PORTLAND, OR 97223 other waste material including excess earth at will not be permitted without written permission from appurtenances concealed in construction, referenced C. Dispose of excess common excavation off efte. 503-293-5500 sites approved by the Local jurisdictions for the Owner Representative, and then only during the to visible and accessible features of the Work. designated times. 3. Field chdinges of dimension and detail 3.05 Hazardous Waste Generation 4. Details not on original Contract Drawings. D. Fill as required to the liner and rade shown on the drawings utilizing comrron d. Street and Road Clearing; immediately clean g q g 9 9 A. Handle generated hazardous waste in accordance with 1.06 Operation and Maintenance Data excavation materials. Use imported backfill only after available common excavation all spilled material .itch results from the work 40 CFR 262 A. Prepare two sets, on 8 1/2 x 11 inch text pages, hos been used. of this Contract and waste hauling operations; 3.06 Hazardous Waste Disposal bound in three D side ring binders with durable E. Fill In lifts of not more than 12 Inches In loose depth. The full width of Q1�`D �i,t►� use motorized equipment in time to prevent such or hood labor as required. A. Dispose of hazardous waste in accordance with 40 CFR hardback, clearable plastic covers. the crces section shall be brought up uniformly, �� Remove f,our streets 253 and 40 CFR 264 and all applicable Federal State B Prepare binder covers with printed title F. Material ;tholl be laced in layers and shall be rear materlculs from affecting other traffic or clogging pP � » p optimum moisture content street drainage system; clean any drains thus and Local Laws and regulations. Operation and Maintenance Instruction , title of before rolling to obtain the prescribed compaction. Wetting or drying of the project, and subject matter of binder when multiple END OF SECTION 01560 material and manipulation to secure a uniform moisture content throughout the toyer N Y.N,Pl. binders are required.q nay be -z.;+sired. Such an operation shall be incidentni to the appropriate bid C. Internally subdivide the binder contents with item. Should ►`e material be ;.)o wet to permit proper compaction by rolling, delay w ' 1. Existing corridors, walkways, and roadways lecuding SECTION 01600 permanent page dividers, logically organized as work on portions a, the fill thus affected untli the material has drled to on ri .TLAND, OREGON past new work and renovation areas shall remain MATERIAL AND EQUIPMENT clear and safe at all times. This shall include described below; with tab titling clearly printed acceptable moisture content. under reinforced laminated plastic fobs. G. Do not access and paths for pedestrian flow. Provide PART 1. GENERAL place frozen material In the fill area, nor sholl fill material be D. Contents: Prepare a Table of contents for each placed upon frozen material. Q�i' Q� barriers, flashing lights, walkways, guard rails and 1.01 Requirements Included volume, with each Product or System description H. Be responsible for the stability of fill areas and replace an q identified. aP Y ep y portion which has i 2. Maintain fire lanes and roadways 'o existing A. Products, Transportation and Handling, Storage and become displaced due to the Contractor's improper operations, buildings continuously, as required by the Local Protection, Product options, Substitutions, Systems E. Part 1: Directory, listing names, addresses, I. Start layers In the deepest portion of the fill, and as placement progresses, fire Department or Building Owner Representative. and Equipment start-up, Testing, adjusting and telephone numbers and contact person of Owner construct layers approximately parallel to the finished grade line.balancing representative, Contractor, Subcontractors, and J. Route equipment, both loaded and empty, over the full width of embankment to 1.02 Products: major equipment and product Suppliers. Also, ensure uniformity of material placement. perprovide emergency telephone numbers and contact Ksons. . Compact each lift as follows: A. Means new material, machinery, components, equipment, fixtures, and systems forming the Work. Does not F2: Operation and maintenance instruction, 1. Fill material underlying new gravel paving, floor slabs, and structures shall be , son include machinery and equipment used for preparation, compacted to a minimum of 98 percent of AASHTO T-99. REVISIONS r fabrication, conveying and erection of the Work. arrange by system and subdivided by specification 2. Fill material outside the limit of new gravel poving, floor slabs, and structures -- Products may also include existing materials or section. For each category, Identify names, shall be compacted to a minimum of 93 percent of AASHTO T-99. NO. DATE DESCRIPTION !!! components required for reuse. addresses and telephone numbers of subcontractors END OF SECTION 01500 B. Provide interchangeable components of the some and suppliers. Identify the following: 3.05 SITE GRADING 0 06/19/9 CD PERMIT SECTION 01560 manufacturer, for similar components. 1. List of equipment A. Using common excavation materials, shoe trim, finish, and compact surface areas ENVIRONMENTAL PROTECTION 1.03 Transportation and Handling 2. Parts list for each component 9 p p 3. Operating instructions to conform to the lines, grades, and cross-sections shown -)n the drawings or as 1 A. Transport and handle Products in accordance with PART 1. GENERAL manufacturer's instructions. 4. Maintenance instructions for equipment and designated by the Prcject Manager t• B. Promptly inspect shipments to assure that Products systems B. Grose surfaces to drain. 2 1.01 Requirements Included comply with requirements, 5. Chart of electrical panels indicating function C. Eliminate wheel ruts by regrading. q p y q quantities are correct, and and location. D. Com oct areas underlying new ravel paving, floor slabs, and structures to a A. Requirements and planning for environmental Products are undamaged p � g g p g' 3 protection. C. Provide equipment and personnel to handle Products by G. Part 3: Project documents and csrtificates, minimum of 98 percent of AASHTO T-99. 1.02 General Requirements methods to prevent soiling, disfigurement, or damage. including the following: E. Compact areas outside the limit .,f new grovel paving, floor slabs, and structures A. Provide and maintain, during the life of the 1.04 Storage and protection 1. Shop drawings and product sato. Fold drawings to a minimum of 98 percent of A1,SHTO T-99. fI contract, environmental protection as defined. Plan , A. Store and protect Products in accordance with as required to size of text page F. The finished surface of site grading areas shall not be more than 0.08 foot from for and provide environmental protective measure�z to manufacturer's instructions, with seals and labels 2. Certificates specified grade. controlollution that develops 3. Photocopies of worrontles and bonds. r p ops during normal intact and legible. Store sensitive Products in H. Part 4: Warrant documents and certificates, 3.06 SUBGRADE PREPARATION construction practice. Plan for and provide weathertight, climate controlled enclosures. including the following: y A. Shoe t environmental protective measures required to correct B. For exterior storage of fabricated Products, place on g g p op of subgrode to the lines and grades shown on the drawings. conditions that develop during the construction of sloped supports, above ground. 1. Provide duplicate copies. B. Meintain top of subgrade in a free-draining cnndltion. . permanent or temporary environmental features C. Provide off-site storage and protection when site 2. Execute and assemble documents from C. Stockpiling materials on top of subgrade will not be permitted unless approved by associated with project. Comply with Federal, State, does not subcontractors, suppliers and manufacturers. the Project Manager. GAZI EY p je p y permit on-site storage or protection. 1.08 Spore Parts and Maintenance Materials � g Local regulations pertaining to the environment, D. Cover Products subject to deterioration with P D. Compact the top 12 inches of subgrade to a minimum of 98 percent of PLOWMAN including but not limited to water, air, and noise impervious sheet covering. Provide ventilation to A. Provide products, spare parts, maintenance and AASHTO T-99. pollution. avoid condensation, extra materials in quantities specified in E. The finished top of subgrade shall nit vary by more than 0.05 foot from established E. Store loose ranular materials on solid flat surfaces individual specification Sections. 9 grade and cross--section. . ARCHITECTS PART 2. PRCOUCTS in a well--drained area. Prevent mixing with foreign B. Deliver to Project site and place in location as 2701 NW Vaughn NOT USED matter. directed; obtain receipt prior to final payment. 3.07 GEOTEXTiLE Suite 764 t F. Provide equipment and personnel to store Products by A. Lay geotexcile over compacted subgrade In all areas to receiver granular fill and Portland, Or. 972I0 END OF SECTION 01700 gravel paving. lab all pints minimum of 36 inches 503174 7800 PART 3. EXECUTION methods to prevent soiling, disfigurement, or damage. G. Arrange storage of Products to permit access for 3.01 Protection of Natural Resources inspection. Periodically inspect to assure Products SECTION 02200 - EARTHWORK503174 780'3 Fax A. Preserve the natural resources within the project are undamaged and are maintained under specified PART 1 - GENERAL conditions. 3.08 GRAVEL PAVING boundaries es and outside the limits of permanent work. 1.01 DESCRIPTION: A. Subgrode shall he acceptn; by the Project Manager before constniction of gravel Restore to an equivalent ou improved condition upon 1.05 Systems ;alas Equipment Start-up completion of work. Confiner construction activities to A. Verify that each piece of equipment or system has A. This section describes clearing and grubbing, stripping, excavation, paving course ba;+ns. within the limits of the work indicated of specified bean checked for proper lubrication, drive rotation, fill, grod!ng, subgrode prepcn,tion, and construction of grovel paving areas. B. Construct grovel paving areas using crushed aggregate base and finish courses 1. Land Resources Except in areas to be cleared, do belt tension, control sequence, or other conditions specified. 1.02 REFERENCED STANDARDS: not remove, rut deface. injure, or destroy trees or which may cause damage. C. Construct gravel paving in two lifts as shown on drawings. shrubs without the Owner Representatives permission. B. Verify that test, meter readings and specified D. Compact each lift 95 percent maximum density as determined by AASHTO T-99. electrical characteristics agree with those required b AASHTO American Association of State Highway and Transportation Officials E. Densityof In-place com octed ravel avis wHI be measured in accordance with Do not fasten or attach ropes, cables, or guys to 9 q Y ASTM American Society for Testing and Materials p P g paving existing nearby trees for anchorages unless the equipment or system manufacturer. ASTM D 2922. authorized by the Owner Representative. Where such C. Verify wiring and support components for equipment F. The finished top of boas course when tested with a Contractor-furnished t2 foot use of attached ropes. cables, or u is are complete and tested. PART 2 - PRODUCTS t' straightedge shall not vary from the test,ng edge by more than 0.04 foot at any g 2.01 CLEARING AND GRUBBING point, and shall be within 0.04 foot of specified grade. authorized, the Contractor shall be responsible for A. Trees, stumps. brush, roots larger than one Inch in diameter, other any resultant damage. PANOTRT 2USED PRODUCTS vegetation, and debris removed. a. Replacement - Remove trees and other landscape 3.09 DEWATERING features scarred or damaged by equipment 2.02 STRIPPING A. Furnish adequate pumping and piping equipment to handle water disposal and take operations, and replace with equivalent, undamaged PRT 3. EXECUTION A. Grass, sod, and other types of vegetation removed. all precautions to prevent water from entering the excavation. + trees and landscape features. Obtain Owner B. Use well points, wells, etc., to lower and maintain the static ground water level - ►' Representative's approval before replacement. END OF SECTION 01600 to at least 1 foot below the bottom of the excavation. 2.03 COMMON EXCAVATION C. Keep excavation free of water while being prepared for foundations and until b. Temporary constructioConstruction - Remove traces of A. Material, regardless of condition, excavated from the work area that backfill has been completed. temporary construction facilities such as haul SECTION 01700 roads, work areas, structures, foundations of PROJECT CLOSE-OUTis not clossirted elsewhere, D. Dispose of water, providing eroslon protection from pump discharge and protecting ' temporary structures, stockpiles of excess or adjacent properties at all times. waste ,materials, and other signs of constructic,n. 2.04 UNSUITABLE EXCAVATION b PART 1. GENERAL Grade temporary roads, parking areas, and similar A. Material excavated from the site that the Project Manager has END OF SECTION temporarily used ureas to conform with surrounding ;-01 Requirements Included determined is not ustible as subg,•ade or fill. SITE NAME contours. A. Close-out procedures _. 2. Water Resources B. Final Clean-up 2.05 IMPORTED BACK^LL » SECTION 02221 - TRENCHING, BACKFILLING. AND COMPACTING �� a. 011 Wastes - Prevent oil or other hazardous g A. Crushed Aggregato: Clean, washed, crushed rock (not grovel) grade 3/4 minus, AY�sST Y Y C. Adjusting substances frorn entering the ground, drainage D. Project record documents having maximum of 5 percent passing No. 200 sieve. PART 1 - GENERAL areas, or local bodies of water. E. Operation, Maintenance data, and Warranties 1.01 DESCRIPTION c b. Fish and Wildlife Resources - Do not disturb fish f. Spare parts and maintenance materials 2.06 GRAVEL PAVING A. This section describes excavating and f)ackfilling required for underground and wildlife. Don not alter water flows or 1.02 Close-out Procedures / utilities and structures. � A. Crushed Aggregate Base Course: Some as 2.5 above except. 1 1 2" - 0" otherwise significantly disturb the native habitat c A. Submit final Application for payment identifying g 8. Crushed Aggregate re ate Finish Ca;irse: Some as 2.5 above. SITE NUMBER adjacent to the project and critical to the total adjusted Contract Sum, previous payments, and IE survival of fish wildlife, except as indicated or sum remaining due. 2.07 GEOTEXTILE FABRIC: 1.02 REFERENCED STANDARDS a specified. A. Marafi 5OOx or approved equal 3. Historical and Archaeological Resources - 1.03 Final Clean-up AASHTO American Association of State Highway and Transportation Officials O�o11�_� °i Carefully protect in-place and report immediately to A. Execute final cleaning prior to Owner ASTM American Society for Testing and Materials the Owner Representative historical and Representative's final observation.LD PART 3 - EXECUTION archaeological items or human skeletal remains B. Clean interior and exterior glass and surfaces 3.01 GENERAL discovered in the course of work. Stopwork in the exposed to view; remove temporary labels strains PART 2 - PRODUCTS y ' A. The Projrrct Manager will designate the disposition and determine the suitability of --••-�--- o Immediate area of the discovery until directed by and foreign substances, polish transparent and products. 2.01 TRENCH STABILIZATION SITE ADDRESS - the Owner Representative to resume work. glossy surfaces. B. The right is reserved to make minor adjustments or ravislons In Ilns or grades, If A. 6"-3/4" pit run or crushed rock. Not more than 10 percent passing a #200 sieve. Co 4. Erosion and Sediment Control Measures C. Clean equipment and fixtures to o sanitary found necessary as the workpr resses. G. Burnoff - Bumoff of the ground cover is not condition. permittee. D. Clean filters of operation equipment. C. Na excavation n stripping shall be started until the Contractor has staked out the 2.02 BEDDING b. Protection of Erodible Soils - Immediately finish E. Clean debris from roofs, gutters down spout, and proposed work A. Crushed aggregate: Crushed rock, 3/4" - 0" for sewer pipe and water lines. n; the earth work brought to a final grade, as drainage systems. D. Suspend earthwork when satisfactory results cannot be obtained because of rain, Goll S e C� ind;cated cr specified. Immediately protect the F. Clean site sweet paved areas, rake clean freezing weather, or other unsatisfactory conditions. 2.03 BACKFILL W side slopes and back slopes upon completion of landscaped surfaces. E. Drag, blade, or elope the grade to provide proper surface drainugs. Install A. Native (Non-Traffic Areas) TIGA v OR Z � rough grading. Plan and conduct earthwork to G. Remove waste and surplus materials, rubbish, and temporary drains and drainage ditches to intercept or divert surface water which 1. Approved trench excavation material. Material shall not Contain particles minimize the duration of exposure of unprotected f may affect the prosecution or condition of the work. large- than 3/4*. ..� construction facilities from the site. g ' soils. 1.04 Adjusting F. Excavate and place embankment to such depth that sufficient material will be left B. Imported (Traffic Areas) SHEET T'TLE c. Temporary Protection of Erodible Soils - A. Adjust operating products and equipment to above the designated grade to allow for compaction to the proper grade. Replace t. Crushed aggregate: Crushed rock, 3/4" - 0" for sewer pipe and water Mechanically retard and control the rate of runoff ensure smooth, proper operation. material excavated below the designated Imes with approved materials, In an lines. Water Ikrea shall be covered 8 inches, minimum, with 3/4" - 0" before from the construction site. This includes 1.05 Project Record Documents approved manner and condition, at no added cost to PBMS. changing to another material. construction of diversion ditches, benches, aria A. Maintain on site, one set of the following 2. Sand conforming to the following gradation limits determined by OSHD Section record documents; record actual revisions to the 3.02 CLEARING AND GRUBBING 00360.10 and AASHTO T 27: N berms to retard and divert runoff to protected record C) drainage courses. woo.: A. Remove clearing and grubbing materials to a depth of one foot below original ground. r- 3.02 Control and Disposal of Hazardous Waste 1. Contract Drawings B. Remove stumps completely. SIEVE SIZE PERCENT PASSING �ARC�T�� A`,.� M A. Hazardous Type Waste - Store hazardous waste in 2. Specifications C. Dispose of clearing and grubbing materials off site. No. 10 95-100 approved containers (49 CFR 178) properly labeled to 3. Change Orders and other Modifications to the No. 40 50-100 o identif the type of waste and the date the container Contract. 3.03 STRIPPING No. 60 20-40 r_ was filled. Remove the container from the project 4. Reviewed shop drawings, product data and A. Strip approximately 8 Inches of sod and topsoll from areas that will underlay new No. 200 0-5 SHEET NUMBER ' IVsite, and store and dispose of hazardous in accordance samples. gravel pavement, now structures, or new embankments. with 40 CFR 263 and 40 CFR 264. For oil and hazardous B. Specification: Legibly mark and record at each B. Dispose of stripping off site. r materiels spills notify the Cywner Representative Product section, description of actual products u Immediately. installed. w BIJI'98-0246 SI 198-0022 SPiiiii* 2e0 ' ti 6900 SW Sandburg u Q i 2 (i( 17 9847SP02 1�g ;..r a,M .'•: ,-. ..,....:w.....r.+r+ra..a..w.s•.+F�.a...ar...ey,..s,.N11rw+:r.'x:lsaMRft •..r+�i1VR'it�N�tt: 'rM0".wYe�iKralh.rwVf4R1., .1�WMINRMIR'MFMMI�IBt+IilM•eyplFf+lM.e,+�K1M'a d9'!./�19.11Mt� N ala.' ..Yt^IIM:.... •N r",�N•'e�• a gM-.yMr+y"•gj'•,.: r.rB,MM'i1�1, .Jr.+rk�frMIMIY'SY1..5'1wY 1��,�'' Ir1 �a�L�'�F�IUY!i leF•'i�x4'.v' :. d4..W:.•. ._ 1.. .�w.a..+.......,�«.«...« .... r-.-. ......_ ....w4...y....t...e�i..._..u.. ...w.�. . TF THIS DOCUMENT TS LESS TP_T1r V111111 llllllllllliljl ► I ►IIIA 11111 111111111i1191 I�i111-llllfl )II I�l�l�l�lllllll III IIIIIII ILL III IIIIIIIIIII IIIIT�i 1111 > >�r,T1� t11 tai Illllll I� I�lll I�lllll III 1 I - �"� -� r� ry "r"` 1 ! 2 FJj 4 15 6 7I 8 }0I i 11, �L 1 LR(�T BLR THAPJ 'T11 T S NOTATION, � _!- .._-- .��-^---J- ��^�-�- c 'I' T OF �� 1T 1. DUE u'0 Hl' QUALITY s l l9 THE ORTGTNAL DOCUMPNT. -- - -- - - - -- ---- - - - - - -- -- - -- _ No.�a �x ♦� / E 18Z t3�Z LZ 1119 T�Z OZ 8T 8 LT 9�i 9T 8 f3G 9 99 1rII lillllllllll!II�IIIIIIIIIIIIIIIIIiI,llll�!IIiiIIIIIIIiIIIIII�IIIIIIIII�I I VIII I�llll��ll��lllll��u uu�u�� i��► ( iI ILII �II�II11�111111 I I!� III IIIIIIIIIII iluiil KRUSE WAY/1-TS WEST SPECIFICATIONS 0 3.4 TRENCH PROTECTION A. Provide materials, labor, and equipment necessary to protect trenches at all `J. DlmPmfact and weights, minimum, when not otherwise stated In qualified I SECTION (WO _ t TE FW4 WM (CONTINUED) timsrs manufacturer's specifications for type of fence required, B. Shooting and Bracing 2.2 FABRICATION, 10220 SW GPEENBURG ROAD USE AND SECTION FOR TYPE 1 FENCING OUTSIDE DIAMETER WEIGHT POUNDS p SUITE #601 1, Furnish and Install sheeting and bracing as required to prevent caving or OR DIMENSIONS, A. Meet construction requirements, precautions and recommendations of ACI 347, •' sloughing of trench walls, NOMINAL NOMINAL OT, In.A%Ad1ng applicable portions of 'Formwork for Special Meths. Is of Const-uction', PORTLAND, OR 97223 2, Solld-sheet trench, If necessary, to preserve a suitable grade for the pipe. Seq this Section (02100) for additional requirements. AAE%7Nw Drive far enough below grade to prevent Inflow of material from outside of 503-293-5500 trench tines. GATE POSTS,.,,.....„Round 4,00' 9.10 PART 3 - EXECUTION 3. Remove sheefing and bracing from trench before or during backfilling END, CORNER AND PULL POSTS 3.1 PREPARATION, , operatlons unless directed otherwise by the Project Manager, for fabric helghtsS A. Apply form coatings, release agents, set retarders only to surfaces of forms, 6' - 12',.........Round 2.875' 5.79 making certain no such agents contact reinforcing steel, previously placed concrete, 3.5 PIPE BEuDING or other surface where bond will be detrimentally affects((. _ �L A. Bed pipe as shown on the drawings or, If not shown on drawings, according to U { requirements of local Jurisdiction. INTERMEDIATE POSTS for fabric heights, r 6' - 12', 3.2. INSTALLATION, B. Place bedding material to a uniform grade, Compact to 95 percent of maximum Tubular.,. A. Install formwork per recommendations and requirements of ACI 347, unless otherwise ,� dens!ty as measured by AASHT❑ T-99. .,,. „.Round 2,375' 3.65 shown, plus additional requirements thus, S V � EN W. N.PL C. Shape bottom of trench or bedding so that the tower quarter of the pipe 1, Inserts, Installed per ACI 318 and thus, circumference Is In continuous contact with the bottom of the trench, NOTE, Where no tolerances are specified In this table or elsewhere In this a, Install sleeves, anchors, ties, dowels, metal fabrications, Miscellaneous specification, standard commercial tolerances apply. Note ',4 of ASTM A 120 meta(, etc,, as shown embedded In jobsite cast concrete. LAND, 3.6 BACKFILLING applies only to weight tolerances. b. Allow other trades time and facilities to Install necessary embedded Items. �c A. Notify the Project Manager at least 24 hours In advance of backfilling, Mechanical and electrical subcontractors provide embedded Items for their O B. Conduct utility check tests before backfllling. Backfill and compact trench 10. Zinc coating on Iron and steel parts, except fn orlc, Zinc coated after work. fabrication, r before acceptance testing. 2, Slab joints, a, Round section members, Per AST�� A120-84 X1.8 oz•/sq,ft.), C. Place pipe zone bockfltl uniformly on both sides of the pipe In 6-Inch a. Control joints, Install at locations shown. b, +Other parts( per ASTM A153• e2 (1987), but no Item to show less than uncompacted lifts until 12 Inches over the pipe, b. Isolation Joints, Install to Full thickness of slab between slab edges t D. Solidly ram and tamp backfill Into spaces around pipe and related structures, 1.0 oz./sq.ft. and abutting watt and/or column, except at waterstop ,Joints and rebar E. Backfill trench with lifts up to 12 Inches, loose measure, PART 3 - EXECUTION rer-tralned mall-to-slab joints. f F. Protect pipe From lateral movement, damage from Impact, or unbalanced loading to 3.1 PREPARATI❑N, avoid displacement of pipe and structures. A. Verify that final grading and soil compaction work In fence location Is completed 3.3 FORM REMOVAL, G. Do not free fall backfill Into trench until at least 3 feet of cover Is over the and correct before commencing fence Installation. A. Meet recommendations, precautions, and requirements of ACI 347 and ACI 318, --- pipe. Chapter 6, except do not remove any forms before expiration of following times B. Layout for posts and gates as shown. Space posts at Intervals shown, otherwise REVISIONS r H. Do not place backfill against concrete structures until the concrete has cured fofrom time of placing concretes space at 10' 0' o,c, as measured parallel to surface of ground. Locate corner at least 14 days or has reached 90 percent of Its designed s-N`rength. 1. Footings, 24 hours, NO. DATE DESCRIPTION posts at positions where fer•ce changes direction more than 10 degrees. 2. Retaining type walls and columns, any lift height (wood forms one side, earth C. Excavate post holes In undisturbed soli or soil compacted to minimum of 90%' 3,7 COMPACTION Excavate to diameter and depth per table belowS Minimum hole depth 3' below embankment forms opposite side), 7 days. 0 06/19/9 CD PERMIT A. Compact backfill deeper than 4 feet below subgrad., to 90 percent of maximum B. Upon completion, remove all temporary forms, Including those concealed or burled. density as measured by AASHTO T-99, unless directed otherwise by Project Manager, Asst bottoms, C. To facilitate float finishing of formed surfaces, remove forms at earliest time B. Compact the backfill from subgrade to a depth of feet below subgrade to 95 possible without possibility of injury to concrete per ACI Standard 318, Chapter 6. 1 percent of maximum density as meor.Ar4d by AASHTO i'-99, unless directed otherwise FABRIC HOLE DIA. HOLE POST TYPE OF POST HEIGHT AT TOP DEPTH EMBEDMENT by Project Manager. 2 C. If required compaction density has not been obtalneo, remove the backfll( from trench or structure, replace with approved backfilt, and recompact to the Terminal 6'-12' 12' 39' 36' 3 specified density. In no case will excavation, pipe-laying, or other operation Line 6'-12' 9' 39' 36' SECTION 032200 - CONCRETE REDNFURCEMENT be allowed to proceed until the specified compaction Is attained. 3.2 INSTALLATION D. Any subsequent settlement of trench or structure backfltt during the maintenance A. Set posts In holes and fill holes with concrete to 1/2' above required grade for PART 1 - GENERAL period shall be considered to be the resuit of Improper compaction and shat( be 1.1 DESCRIPTION, promptly corrected. abutting earth, Tamp concrete to consolidate, Plumb and level posts, Crown A. Furnish and Install reinforcement bars and mesh for all jobsite poured reinforced � top surface of concrete to shed water. Hold bottom of post above bottom of concrete. 3.8 PIPE DETECTION g IDENTIFICATION hole at required height for post top. Form exposed-to-view portions of A. Utility Warning Tape concrete to regular, symmetrical shape, 1.2 1)UALITY ASSURANCE, 1, Bury warning tape 12 to 20 Inches above underground piping runs, B. Couple sections of top malt at approximately 20' 0' o,c• <+ 1' 0') and pass top roll through loop at each tine post, A. Allowable tolerances, Permissible deviation from shown and specified requirements. 2. Align parallel to and within 12 Inches of centerline of pipe anal/or conduit 1, Fabrication � •� runs. C. Bruce gate and corner posts with brace rolls and permanent tension rods and a. Sheared length, 10. Gn'�"LEY brace end posts with trussed tension rods. B. Utility Detector Wire b• Depth of truss barsS + 0, 1/2 . PLOWMAN D. Fens? fabric, Make no horizontal Joints In vertical fabric. 1/2' In linear dimensions. • 1, Install utlllty detector wire for non-metallic and for non-continuous c. Stirrups, ties and spirals,irals, metallic utility runs (those with Insulated connections and/or non-metatlic 1. Stretch fabric between 0' and 1/2' of top of concrete post base. d. All other bends, V. . ARCHITECTS 2. Position fabric between 0' and 1/2' of top of concrete post base. Inserts, for example.) 3. Jain ends of fabric by weaving with single strand of fabric wire to form 2, Placement, 2701 NW Vaughn 2, Place detector wire 12 to 20 Inches over the pipe runs and align within 12 a. Concrete cover to form surfaces, 1/4 , Suits 764 continuous mesh pattern with selvage twisted to match balance of fabric. , Inches of the Alpe centerline. b. Minimum spacing between bars, 1/4'. Portland, Or. 97210 3, Run detector wire the full length of the Installed pipe. clearly mark or 4. Attach fabric to terminal posts using tension bars and tension bands at 15' S0 c. Top bars In slabs and ioeams, 3 274 7800 splice Into the serving utilities tracer wire, when present. ac„ maximum, or If cyclone Type II Post, attach fabric directly to post. (1) Members 8' deep or less, 1/4'. 503 274 7803 Fax 5, Attach fabric to line posts using wire tics or clips, spacing 15' o.c„ (2) Members more than 8' but not over 2' deeps 3/8', maximum. (3) Memuers more than 2' deeps 1/2°. 6, Place bottom tension wire up 4' from bottom of fabric, except no tension d. Crosswise of members, Spaced evenly within 2' of stated separation. Fra wire required at gates, 7. Attach bottom edge of fabric to bottom tension wire at 24' o,c., maximum. e. Lengthwise of members, 2 , SECTION 02444 - FENCES AND GATES 3. Maximum bar movement to avoid Interference with other reinforcing steel, E. Gates, Provide ail swinging gates with latches and fence at gates with hold-open conduits or embedded ItemsS 1 bar diameter. PART 1 - GENERAL. keepers. Install ground set gate Items In minimum of 1/2 cu,ft, of concrete, 4, Reference standards, 2.4 PIPE DETECTION do IDENTIFICATION Form exposed-to-view portions of concrete to regular, symmetrical shape. 1.1 DESCRIPTION,IONS n. ASTMS A. Utility Warning Tape F. Fabric and post placements Unless otherwise shown, place thus, A. Provide chain link fence and chain link gates at locations Indicated. See drawings (1) A185-85, Welded Steel Wire Fabric For Concrete Reinforcement. 1. Low-density polyethylene plastic, nominally 6 inches wide and 4 mita thick 1. Install 3-strand barbed wire on top of all fencing with manufacturer's for nominal heights of fence fabric. (2) A36/A36M-87, Speclflcatlons for Structural Steel, Imprinted continuously along its length with: "CAUTION - STOP DIGGING - standard 45 degree supporting arms capable of supporting a 250 pound toad (3) A615-87, Deformed and Ions Bltlettr Structural Bars for Concrete BURIED (WATER), (SEWER), (ELECTRIC), (TELEPHONE), (GAS), LINE BELOW or 1,2 QUALITY ASSURANCES applied to the outer str nd. Slope barbed wire away from site. Reinforcement. similar. A. Manufacturers U.S, Steel Cyclone Fence Division or approved equal. (4) A617/A617M-87, Axle-Steel Deformed and Plain Bars for Concrete 2. Tape zo!or codes: 3,3 ADJUST AND CLEAN B. Allowable tolerances Install mesh not more than 1/2 above top of concrete relnforctment. o. ELECTRI•7 - Red foundations and Install posts not more than 1/2' from design lines and locat!ons. A. Adjust brace ralls and tension rods for rigid Installation and gate hardware for b, Federal Speclflcation, QQ W 461G, Wire, Steel, Carbon (Round, Bare L b. TELEPHONE/SIGNAL - Orange smooth operation, 3. Acceptable produ^ta/manufocturera: Plumb posts to within 1/4 In 10 . Plums and level gates to within 1/4 In 10 . Coated). C. Test regsalrements for weight of conting on zinc-coated (galvanized) Iron or steel B. Tighten hardware, fasteners and accessories, a. Brady "Identoline” articlesS ASTM A90-81, C. Remove excess and waste fence materials from premises. 1,3 SUBMITTALS, f b. Services and Materials "Buried Underground Tape" A. Shop drawings, Prepare complete bending and placing diagrams per ACI 315, Manual c. Somerset (Thomas do Betts) "Protect-A-Line" 1.3 SUBMITTAL, of Standard Practice for Detailing Reinforced Concrete Structures, and thus, d. Or equal Cubmlt parts list for all major parts and materials) descriptive data oflnstallation 1. Stagger splices In adjacent bars. B. Utility Detector Wire methods and procedures) and drawings of fence and gate Installations, 2. Show 'corner bars' at external corners or corner bent wall steel. 1. Furnish and install vinyl-ccated, 16-gauge copper wire. Match thoe above color SECTION 03100 - CONCRETE FORMVORK 3. Show splices. codes for each respective utility as required by local utility and plumbing code. PART 2 - PRODUCTS PART 1 - GENERAL 2.1 MATERIALS, PART 2 - PRODUCTS 1.1 DESCRIP TIONS A. Per Chain Link Fence. Manufacturers Institute Product Manual for Type 1 fencing 2.1 MATERIALS, SITE NAME PART 3 - EXECUTION unless noted below. Minimum requirements for materials not specified In above A, Provide formwork, form coatings, release agents, ties and accessories for A. Bars, Deformed bars per ASTM A615. Grades, unless shown otherwise, Ail bars 3.1 TRENCH EXCAVATION noted manufacturer's specifications. Jobslte cult concrete. Grade 60, bars to be welded ASTM A706, A. Dig trench to lines and grodes established on the drawings or as directed by the 1. Gate framing and bracing, Double Swing Gates Swing gate per ASTM F-900 B. Mesh (WWM), Welded wire fabric of cold drawn steel wire, ASTM A185-85. Sizes KRUSE VYAY/l>SVIlEST Project Manager. 1,2 QUALITY ASSURANCES specifications. Frame MembersS Round tubular steel, 1/90' O.D., 2,72 lb/ft. per drawings. B. Trench width shall be as follows: A. Design Standards, Engineering and construction methods are Contractor's �, 2. Fence framing and braclr�g, Steel pipe corner and end posts) line posts and C. Acca;sorltss Zinc coated steal, unless otherwise noted. U 1. Not less than the outside diameter of the pipe plus 12 inches. res onslbl(It but ACI 347, 'Rezommended Practice for Concrete Formwork' � 2. Not more than the Inside diameter of the pipe plus 30 inches, to a point 12 Dost braces) steel pipe top rolls) flatbar stretcher bars. See table of p y' 1, Conform +o ACI Standard 316, 'Manual of Standard Practice for Reinforced minimum dimensions and weights In this Section, be.ow, are minimum requirements, Concrete Construction' and ACI Code 318, Include at( devices necessary for c inches (minimum) above the top of the pipe, unless otherwise approved. B. Allowable tolerances Per ACI 347, 'Suggested Tolerances', except modify 3. Post caps, Iron or steel, weathertight, toprail encompassing, with barbed-wire proper placing, spacing, supporting and fastening steel reinforcement, i < C. Trench length shall be sufficient to allow for satisfactory construction and supporting arms. tolerances thus, 2, Reinforcing steel su ortsi g g pp SITE NUMBER Inspection of the project, without endangering other construction work or 4. Ties, bands and/or clips, Per qualified manufacturer's standard. Where 1. Set and maintain screeds and forms to Insure completed work within a. For typical concealed locations, Metal wire-bar type, zinc coated, stock ,o adjacent facilities. _--• �- E manufacturer's specifications state no standard for ties, bands and/or clips, tolerance limits, design for purpose Intended, complying with CRSI Standards. = D. Restore unauthorized excavation made below grade to the required design grade at q g g 2. No deviation from design surface more than 1/8' In any 10'. b. For slabs on-grade Wire supports with sand plates or horizontal runners o Of adequate strength In sufficient number for attaching the fabric and a no cost to PBMS. stretcher bars to oil tine and terminat OR0113 posts at Intervals not exceeding 15'. 3, Reference Standards, where wetted base materlots will not support chair legs, or Late( Inc. • E. Separate and stockpile approved trench excavation material for reuse as backfill. Tension bands and brace bands formed from flat or beveled steel of minimum ASTM, A525-87, Steel Sheet, Zinc-Coated (Galvanized) by the Hot-Dip 'Mesh-Ups'. F. Haul other excess trench excavation material and unauitoble excavation material thickness 0,115' t u n5' after galvanizing with minimum width of 7/8' 3 0.150, Process, General Requirements. c, For 'exposed concrete's Either fully plastic coated or plastic tipped, 0 off property and dispose of. 5, Fabrlcs Hellcall woven Into diamond mesh of galvanized carbon steel wire Metal portions, unless otherwise noted, hot dl galvanized, S 1 ab Steel � Y 9 b. PS 1 83, Construction & Industrial Plywood. P P g Y g G. Pipe zone for all pipes and structures shall be In accordance with the meeting requirements of F.S, RR F 0019/1A, Type I, Zinc coating weights c, ACI, 6 Vlre 'Plant Loc', Type ZW) or Euclid Metal Products (from Madden SITE ADDRESS requirements of the local jurisdiction. Minimum 2.0 oz, o^ ASTM B6 stab zlnc/sq.ft, of uncoated wire surface. Gouge (1) 318, Building Code Requirements for Reinforced Concrete, Construction Supply)) or Superior (from Mercer Steel) not hot dip galvanized. o H. Use hand methods for excavation that cannot be accomplished without endongerirg Includes zinc coating, (2) 347, Recommended Practice for Concrete Formwork. (1) Plastic-tipped nccessorles, Average thickness of plastic at point of `- existing or new structures or other facilities. a. Fence and gate, contact with form of 1/8' and with no Individual piece less than 3/32 , w (1) HelghtS As shown (t') and with fabric In one piece. 96', nominal, Minimum height of plastic protection on wire above fora 1/2'. cr, 3.2 REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL one piece, (2) Plastic coating, Not to chip, peel, crack or deform under any Job A. Unsuitable Trench Excavation (2) Selvages, PART 2 - PRODUCTS �� S Jill�-, g Knuckled 9t gap and twisted barbs at bottom. ,� conditions. i� � , M72 0 1. Remove and haul off property. (3) Gouge and mesh, 9 gouge (0,148') x 2' mesh, c.1 MATERIALS, d, Structural steel, Per ASTM A36/A36M-87 for rotted shapes and plates. 0 2. Replace with excess approved common excavation material form other portions A. Forms, As smooth and free of surface Irregularities as face veneer of sanded 6. Accessories, e. Tie wlre, FS QQ W 461 G, annealed steel, black, 16 gauge min. 66 of the project or imported backfill as directed by the Project Manager. 'Plyform' with B veneer face grade per APA Products Standards PS 1-83. a. Double gate latch with drop rod or plunger bar,, f. Welding electrodes, AWS A5,1, low hydrogen, E70 series. 3. Compact as specified below. b. Gate stop set In concrete to receive drop rod, B. Ties and Ar_c:essorles, io1, Ties, Contractor's option as to type for all concrete. I B. Unsuitable Trench Bottom c. Keeper for each gate leaf, 2.2 FABRICATION, SHEET TITLE 1, Excavate to lines and limits established and approved by the Project Manager. d. Barbed wire arm, 2, Accessories, I A. Meet requirements of UBC, Chapter 26. Cold bend only, Dispose of off property. B. Weld bars to rolled steel shapes and plates per AWS D12.1. e, Barbed wire. a. F orm panel Joint tape, Moko 'Polyseating' cloth tape or Burke 'Vinyl 2. Backfill with trench stabilization material and compact as specified. 7. Other metal Items, Foam Tape for Architecturally Finished Concrete'. a l nt Stab Sl b, acontrol Joints, 24 gage x 1/2' less slab thickness, Burke 'Key a, Bottom tension wires No. 7 gauge. Galvanized steels 2.0 oz,/sq/ft, PART 3 - EXECUTION �� = 3.3 DEWATERING Kold Joint' or superior 'Screed Key Joint', b. Equip each gate post, end post, pull post and both sides of corner posts 3.1 INSTALLATION, ti A. Per Section 02200, EARTHWORK. with krace malls and adju.�table 3/8' dlametAr truss rod. C. Slab Isolation Joints, 90 lb./square roofing cap sheet, A. Pincement, C. Form coatings, release agents, bond breakers, (ARCHITECTURAL) B. Concrete foundations, 3000 psi, or higher grade, cast In place concrete with 1. Bar supports and accessories, Ca between 2' and 3' slump and admix, cu.-Ing compound, curing and weather 1, Contractor's choice except where paint, color or colorless coating, a. Sufficient In number and strength to accurately locate and support rebar, Q protection, all per Section 03300. dampproofing, sealant, waterproofing, adhesive or plaster bonded to b. Plastic coating against form wherever rust stain could occur at 'exposed M concrete Is required, use non-staining, non-corroslve materials having no concrete' of any type. CD detrimental effect, 2. Reinforcing bars and fabric (mesh), Per UBC, Svctlon 2607 and thus, SHEET NUMBER U 2. Release agents, Concrete deadener type, such as Burke's 'Burke Release', n, Allow no tie wire within 1/2' of face of 'exposed concrete'. The Nox-Crete Co's. 'Nox Crete', FEB Febstrlke. b. Wetd rebar structu,,al steel portions of embedded connections per AWS 12.1. o 3. Bond breaker, Contractor's choke except where another material Is applied SP = 3n0 w to contact surface, use air oxldlzing, non-staining, non-corrosive material, having no detrimental effect. � BUi'98-0246 SI'i'98-0022 9847"0031�8 6900 SW Sandburg Q 13 of 17 .. ,y.a.r+r.- a,,,...e.l'Mwa+ya+�l+'r<.'wVyl.van,YD',}�1,�'718�M'�M.AC'1."`.••�^�Y'sM<iDi,:Y►'.•M'.1•M n..—_.... �nwrt`�,T,..;..T. .: ...ti.WY,►' . .. •: •.w r� ,.J�'F+i.��.f ._. w.1;A..r�y.:..�- ...r!,�'y •11�,,..,..4":•.v-..»+tr Sns'..�6 '..1 .rA 4...9#hx'.� . ., .'... x W .1i�.'C1i J. *Y" ' t..,,. ,.t'.� ,{ l... i -. v':.,...... ra>H: t. '�►MR4'y11.�....ro,+R�'.�t7f�..iiMi.,.. _ _ '.zy..err,-.- .ur.-.�.,w... _........... _.....�.K.e4..r_.+�4r..—..._+.►_.- -__`__.._.ww++..r.r.rrr.«�_��-. ' ...,rurr..,Ar..—...r. ..-.. _ IF THIS DOCUMENT IS I,FSS Tjl1llfllllllll IIIIIII IIIA I IIIIIII II1�1�jI III III I711111 111111 lllll Illll�l�l IIIIIII Ilii ; ll III I I III III IIIIIII IiII�i� i�t�l 1 1111TH 111111 IIIIIII 1111111 IIIIIII IIIIIII LFG I BLF THAN THIS NOTATION, I 1 I I J 4 6 I I 1O I 11, 12 IT IS DUE TO THE QUA1,1TY OF No.9e ® x:•. THE ORIGINAI, DOCIIMFNT, ---- -- --- - - £ 8Z 8Z LZ 9Z 9Z ibL £�L 6 IZ OZ 8t 9T Lt 9t 9lI bt £t Zt tt IIiiiiiTii6ii, T8LLT9 �4III III �IIIll1ll1 11111 1I I11I1Ii�lilll�lnlll��l�lin IIII�IIII Inl�nll nll�lll� ��lu�ll24 ) KRUSE WAY/US WEST SPECIFICATIONS SECTION 05500 D. Cleo METAL FABRICATION SHEET 07600 1. Provvi de cleats for sheet metol 18 inches and over tacyrim B. Spikes, bar reinforcing, SHEET METAL. FLASHING AND TRIM In width. Space cleats evenly not ovar 12 inches on g centers unless otherwise specified or indicated. I. Lap splices° Tie securely with wire to prevent displacement of splices during PART 1. GENERAL10220 SW GREENHURG ROAD PART 1. GENERAL Unless otherwise specified, cleats shall be not lass placement of concrete. than 2 inches wide by 3 inches long and of the some SUITE #601 2. Splice devicesi Install In accordance with manufacturer's written 1.01 Requirements Includes: 1.01 Requirements Includes: material and thickness as sheet metal bding Instructions. A. Miscellaneous Metal Fabrication, and Drypack Grout. A, Sheet Metal, Flashing and Trim Fabrication Installed. Secure one end of the cleat with two PORTLAND, OR 97223 3. Weldingi Perform In accordance with AWS 121 1,02 Delivery, Storage, and Handling B. Furnish and install oil lashingand sheet metal nails and the cleat folded back over the nail heads. 4. Do not splice bars except at locations shown on approved shop drawings. A. Deliver materials in time to insure the uninterrupted 503--293- 5500 C. Wire fobrlci Support at 1' from top of slab, unless otherwise shown. Method of progress of the work. Materials shall be stored in o not specifically described in other sections of Lock the other end into the seam. Pretin ciente for 1��] bringing fabric to required location b 'hooking" method not permitted. See ACI manner to preclude damage and permit read access for these �,peciflcatloer but resulted r prevent solder seams. 9 9 q y g P g P y penetration of water thr;,ugh the exterior shell of E. Bolts, rivets. and Screws eManuot of Concrete lm ti tifi d id ti i Inspection" - Latest Edition. Inspection and of each shipment. Steel the building. 1. Install bolts, rivets, and screws where indicated 1. Install In length.len practicable longest materials, whether plain or fabricated shall be stored 9 P 9 ' 02 Quality Astiurance or required. Provide compatible washers where 2. La adjoining pieces one full mese; minimum, and tle splices with 16 gauge above the ground upon platforms, pallets, skids or �i P j 9 P 9 9 A. Verification of Conditions: Prior to installation required to protect surface of sheet metal and to wire. other supports. Materials shall be protected from of sheet metal, and flashing work, the Contractor provide a watertight connection. 3. Do not make enol taps midway between supporting beams, or directly over beams corrosion. Materials showing evidence of damage will shall inspect all surfaces to receive said work, and F. Seams �� a of continuous structures. be rejected and shall be immediately removed from the arrange with the General Contractor for the 1. Straight and uniform in width and height with no NIA, N.PL 4 Offset end lap_z on adjacent fabric. widths to prevent continuous taps. work. satisfactory correction of all defects in solder showing on the face. ,rte PART 2. PRODUCTS workmanship and/or material that could disaffect the a. Flat !ock seam - finish not less than 3/4 Q work specified herein. Installation of any inch wide. , OREGON .4t i END OF SECTION 03200 2.01 Materials structural and miscellaneous metol work or materials b. Lap seams - finish soldered seams not less �3 TLAlND� + A. Structural Carbon Steel: ASTM A36 / A 36M on any surface shall constitute acceptance by the than one inch wide. Overlap �� SECTION 03300 - CAST-IN-PLACE C0ICRETE B. Steel Pipe: ASTM A 53, Type E or S, Grade B. Contractor of such surfaces as being in proper seams not soldered, not less than 3 Inches. C. Non-Shrink Grout condition to receive herein specified materials. C. Loose lock Expansion seams - Not less than 3 - PART 1 GENERAL "Burke Non-Metalic Pre: Mix Grout(HE)," by Burke Industries, B. Job Measui ernents: Take such fleld measurements as inches wide; proMe minimum one-inch movement 1.1 SCOPE Upcon Construction Grout #262, or Thoroset Non-Metalic may be required. Report any major discrepancy within the joint. Completely fill the joints A. This section n llvs to the materials and ro ortlonln of cost-In-place concrete " between drawings and field dimensions to the Owner with the specified sealant, applied at not less PP P P 9 P Grout by Standard Drywall Projects. P PP and general cast-In- lace concrete requirements. representative before fabrication of work. Exact than 1/8 inch thick bed. Sealants are as g P a D. Bonding Agent: Larsen Products Welocrete' or Unrcon 240 measurement are the Contractor's responsibility. specified in Section 07920 "Sealants", or as PVA or approved equal. C. Protection: Contractor shall be responsiible for required to make the work watertight.1.2 SUBMITTALS - MIX IDENTIFICATION ' , 2.02 Fabrication Finishes protection and repair of new and existingadjacent q g A. Submit a job mix formula and documentation that proposed concrete proportions will F P d. Flat Seams - make learns in the direction of t A. Galvanizing: Hot-Dip galvanize items specified to be surfaces and areas which may become damaged as a the flow. ' produce an overage compressive strength equal or greater than compressive strength specified to the Project Manager at least 15 days prior to delivery of concrete to zinc-coated, after fabrication where practicable. result of work in this Section. Protect work G. the REVISIONS Galvanizing: ASTM A123 as applicable. performed as specified herein until completion and 1. Where soldering is specified or required, it shall the ,lob site. 9 P q C. Remove stole, rust and other deleterious materials final acceptance of Project by OWNER. Repair or apply to zinc canted steel. Mems. NO. DATE DESCRIPTION B. Concrete delivered to the ,Job site shall be accompanied by a delivery slip bearing PP Y before galvanizing is applied. Clean off heavy rust and replace oil damaged or defective work to original 2. Edges - Pretin edges of sheet metals before the assigned mix Identlflcatlon number, » E loose mill scale in accordance with SSPC SP-2 Hand specified condition, at no additional cost to OWN R. soldering. Slowlysolder with well heated 0 06/19/9 CD PERMIT Tool Cleaning", "or SSPC SP-3 "Power Tool Cleaning", or D. Clean-up: Contractor shall keep his work, and the 1.3 QUALITY CONTROL - PLANT CERTIFICATION SSPC SP-7 Brush-Off Blast Cleaning". Remove oil, existing adjacent areae affected, free and clear solderinirons so s to thorounhly heck the seams A. For plants which are certified by NRMCA, compliance will be assumed for production 9 9 10 and completely sweat the soli through the full 1 grease and similar contaminants in accordance with SSPC form al! debris caused by the work of this Section. width of the seam. Scrape or a brush the edges facilities within the limits set forth by ASTM C94• n sections of ASTM SP-1 "Solvent Cltaning'. On a daily basis and upon completion of the Work of lead coated material to be ,idered to produce 2 C94 are as follows 8. Measuring Materials, 9. Batcchinghing Plant, l0. Mixers and herein, remove from buildingand sit f oil debris, Agitators, It. Mixing and Delivery, and l2. Use of Nonogltating Equipment. a bright surface. Flux brush the seams in before PART 3. EXECUTION unused materials, and equipment ca��sed by work of soldering. Upon completion at soldering, the acid These sections provide assurance of facilities that are capable of furnishing good this Section, and leave work in a clean, acceptable 3 P flux residue shall be thoroughly cleaned from the concrete. 3.01 Installation manner. sheet metal with a solution of washing soda in B. Concrete plants not complying with the ASTM C94 or NRMCA minimum standards shall A. Install items at locations indicated, accordingto 1.03 Deliver Storage, and Handling 4 Y• 9 9 water and rinsed with clean water. not be used. manufacturer's instructions. A. Deliver materials in time to insure the H. Protection from Contact with D;ssimilor Materials B. Set work accurately in location, alignment and uninterrupted progress of the work. Materials shall 1. Metoi Surfaces - Point surfaces in contact with PART 2 - PRODUCTS elevation, plumb, level, true, measured from be stored in a manner to preclude damage. Steel mortar, concrete, or other masonry materials with 2.1 CONCRETE IN A FRESHLY-MIXED AND UNHARDENED STATE established lines and level. materials shall be stored above the ground upon alkali-resistant coatings such as heavy bodied A. Concrete In a freshly-mixed and unhardened state shalt comply with ASTM C94 except C. Damaged Work: Satisfactorily straighten or replace Platforms, pallets, skids or other supports. bituminous paint. as expressly and specifically modified and designated herein. Modifications and members which are bent, twisted, or damaged during Materials shall be protected from corrosion. 2. Wood or other absorptive materials - Point surfaces that may - designations shall be as follows, fabrication or erection. Moierials showin evidence of damage will be 1. Cement (See ASTM C94 4.1.1) shalt contain not more than 0.80 percent total g g become repeatedly wet and in contact with metal with two coats D. Clean Surfaces- to to recieve Drypack Grout and Coat surface rejected and shall be immediately removed from the of aluminum point or a coat of heavy bodied bituminous paint. GAZLEY alkalies (Na20 4 0,658 K20)• with Bonding Agent per Manufacturer's written instructions. work. Handle sheet metal items to ovoid damage to f. Expansion and Contraction 2. Pozzolan shall conForm to ASTM C618 Class F or Class C. A Certificate of surfaces, edges, and ends. 1. Provide expansion and contraction joints at not more than 40 PLOWMAN Compliance shall be provided on request. Total weight of Pozzolan shall not E. Install outDryM k Grout and bed items to be installed per P exceed 18 percent of the weight of cement. per Grout Manufacturer's written instructions. foot intervals for metal work. Where the distance between the 3. Quality of concrete tees ASTM C94 5.1>° PART 2. PRODUCTS last expansion joint and the end of the continuous run is more V ARCHITECTS than half the required interval, an additional joint shall be 2701 N1V Vaughn 3.02 Pipe Ballad 2.01 Materials provided. Space joints evenly. Suite 764 CLASS 2500 (MIN)-3/4 CLASS 2500 (MIN)-3/4 A. Install in accordance with the drawings, in a plumb and straight manner. A. Furnish sheet metal items in 8 to 10 foot lengths. Portland,Or. 97210 n. Size of course g. Probability of tests Single pieces leas than 8 feet long may be used to 3.02 Sheet Metal and Flashing Work 503 274 7800 3.03 Finishes A. Sheet metal coverings on flat, sloped, or curved surface-3; except 503174 7803 Fax connect to factory-fabricated inside and outside 9 P aggregate, Inches 3/4 falling below A. Field Priming: comers. Provide accessories and other items as specified or indicated otherwise, cover and flash all minor • specified strength 1. Upon completion of erection, prime welds, essential to complete the sheet met, ] installation. flat, sloped, or curved surfaces such as bulkheads, smc.!i decks, one out of 5 abrasions, and surfaces not shop primed, except b. Slump, Inches :1:1/2' 4 h. Minimum content surfaces to be in contact with concrete. Refer to These accessories shall be made of the same or other flat surfaces with metal sheets of the material: used for of cement Section 09900, 'Painting'. materials as the items to which they are applied. flashing. Fasten sheets to sheathing with metal cleats. Lock Fabricate sheet metal items of the materials seams and solder. Provide an underloyment of building pc:oer for Pius Pozzolan 2. Weather Conditions: Do not prime exterior steel in lbs. per c,y. 350 place in wet weather unless steel is protected from specified below and to the gage, thickness, or all sheet metal coverings. c. Entrained air dampness. weight as specified herein. Sheet metal items shall B. Flashing at roof penetrations and equipment supports; Provide have mill finish unless specified otherwise. metal flashing for all pipes, conduits projecting through the roof percent tl-1/2% 5 L Admixtures - 3. Touch-Up: Clean field weldv, dead bolts, and 2.02 Steel Sheet, Zinc-coated (Galvanized), surface and for equipment supports, guy wire anchors, and similar Water reducing admixtures abraded portions after erection, and give an A. ASTM A525, exposed exterior items of zinc-coated items supported by or attached to the roof deck. conforming to ASTM C494, additional spot coat of primer as specified for shop steel sheet, shall be sized as follows: Type A or D will be coat. 1. Coverings on minor flat, pitched or curved 3.03 Pointing pe;mitted at Contractor's 3.04 Clean-up: surfaces - 24 gouge A. Field paint sheet metal for separation of dissimilar materials. option. A. Contractor shall at all times, keep the premises free 2. Flashings - Cap (counter-flashing) - 26 gauge Finish painting is specified in Section 09900, 'Painting'. d. Alternate for from accumulation of waste materials or rubbish caused 3. Sheets, smooth - 24 gauge B. Cleaning: After fabrication, thoroughly clean with Sinclair No. 12 determining by his operations. At the completion of the work, he 2.03 Accessories Golvawash, in accordance with the manufacturer's instructions. proportions C J. Maximum percent chloride shall remove all his waste materials from and about the A. Soldering Flux - ASTM 8284 from any source 1 Project, as well as all tools, equipment, and surplus B. Solder - ASTM B32 3.04 Cleaning e. Compressive materials. C. Fasteners - Use the some metal or a metal A. Clean exposed sheet metal work at completion of installation. strength, PSI 2500 (MIN) END OF SECTION 03900 compatible with the item fastened. Use stainless Remove grease and oil films, handling marks, contamination from f. Age, days 28 steel fasteners to fasten dissimilar m�.teriole. steel wool, fitting; and drilling debris, and scrub clean. Free the 2.04 Finishes: exposed metal surfaces of dents, creases, waves, scratch marks, 2.2 JOINT FILLERS A. Galvanized Steel: A. Joint Fellers shall comply with ASTM D1751. 1. All sheet steel to be hot dipped galvanized, and solder or weld marks. conforming to ASTM A 93, coating G90. 3.05 Repairs to Finish 2.3 CURING MATERIAL 2. Where exposed. all galvanized steel is to be A. Liquid Membrane Curing Compounds ASTM C309, Type 2, formulated to be removable primed and painted per Section 09900. Color to be A. Scratches, abrasions, and minor surface defects rfinish may be SITE FLAME after 28 days, and guaranteed not to affect the bond of applied finishes• as selected by the Owner Representative. repaired in accordance with the manufacturers printed instructions B. Polyethylene Sheettn � B. Cleaning and Parotin Materials: Pretreat and as approved. Repair damaged surfaces r:cx,»ed by scratches, g Of approved mor ifecture, 4 mils thick, g g blemishes, and variations of color and surface `exture. Replace C. Reinforced Building Paper, ASTM C171, Galvanized sheet steel with Sinclair No. 12 items which cannot be repaired. KRUSE WA*Y/Ull ST Golvawash. Primer shall be per Section 09900, Ln PART 3 - EXECUTION 'Painting'. ° 3.1 CONCRETE PLACEMENT, CONSOLIDATION, CURING AND PROTECTION END OF SECTION 07600CONCRETE t A. Concrete shall be placed, consolidated, cured and protected In accordance withPART 3. EXECUTION American Concrete Institute recommended practice. The following ACI standards and reports are guides to good practice and shall be used by Contractor, 3.01 Installation S -IT'= NUMBER i. ACI 304Recommended Practice for Measuring, Mixing, Transporting and Placing A. Requirements o Concrete. 1. Make surfaces to receive sheet Metal plumb and true, clean, even, smooth, dry, and free of defects CL 2. ACI 305 Hot Weather Concreting, 011011343. ACI 30 5 Cold Weather Concreting. C and projections which might affect the application. 4. ACI 308 Recommended Proct'ce for Curing Concrete. For installation of items not shown in detail or not 5. ACI 309 Recommended Practice for Consolidation of Concrete. covered by specifications conform to the applicable L, requirements of SMACNA ASMM, Architectural Sheet Metal Manual. Provide sheet metal flashing where SITE ADDRESS _....._.. 3.2 EMBEDDED ITEMS indicated and necessary to make the work watertight. o A, Conform to ACI 301, Chapter 6, B. Accurately set anchorage device-- er d structural steel connections by line and B. Workmanship rn transit, and coordinate the locating of all anchorage devices to be set for the 1. Form all sheet metal accurately to the dimensions accommodation of the work of other trades. Alt embedded Items shalt be securely and shapes required, finishing all molded and broken tied In place prior to placln j concrete. surfaces with true, sharp and straight ere, and 0900 w 8 � a c C. Locate anchor bolts as shown on the drawings and on shop drawings, Obtain angles and where intercepting other members, coping T 110 o necessary templates from the mechanical trades as required for the proper setting to an accurate tit and soldering securely. No ■ '�� f 972 rivets of anchor bolts and other Items for mechanical equipment, a- required. Allexposeel be permitted on d d solder joints shall be ground smooth 3.3 PATCHING prior to application of finish to create a 'seamless SHEET TITLE Comply with ACI 301, Chapter 9 and Chapter 13, Paragraph 13,6• look'. Free exposed surfaces from visible wave, A. warp, and buckle, and tool marks. Fold back exposed r edges neatly to form a 1/2 inch hem on the concealed 3.4 FINISHING r♦ sideMake sheet metol exposes to the weather A. Interand Exterior Exposed Concrete Surfaces, _ Interior- and with provision for expansion and Q 1, Leave with a smooth Inlsh, even textured and free of blemishes. As soon as z t' TIONS the face forC ms are removed, remove all fins and other projections carefully, contraction. SPECOCA o level off!;ets and grind! where necessary. Repair, rr;place and point and fill C. Weatherproofing: 1. Finish wate:•tlght and weather tight. Make all (ARCHITECTURAL)voids to Project Manager's satisfaction. Patch as specified under Article 3.3. lock seam work flat, true to line, and sweated full Q of solder. Make lock seams and lap seams, When rnsoldered, at least '/ 2 inch wide. Where lop END OF �.CTIDll 03:•00 LJasoma are mat soldered, lap according to pitch, but SHEET NUMBER in no case less than 3 inches. Make flat and lap seams in direction of flow. SPm4eO 13Ul'98-0246 sl'F98-0022 m 0900 SW Sandburg 9847SPOO4 Q 14 of 17 ... s' ,. .- ... ..,.. ...ewer.^......Y+'►.>.,ro•r•r.,,Mww•.Mwr .ne...Yrr,•... rdYN,.Yr.r(... ....+a..t .i,.ir...ai.,..neA,.r.wr.n.<.....v +1rw.•w. e�'�11s... • 1t .. .. .�.W....,awl•.ww e"..,Y►r,* r'.1..•k ..... M "'-4 s... SX F.' .. ... ... _.. �.i�Y.�.IIl1�lYPWrI�IFWM{iMi.srY�WMbM.wr�.i..«.......«...+"..+-w.wr..Y�wr.r.yyyn„4�••awx..n..o.-- - _. .! ay�i cww�rrww._ m.....-....... „xr;:W'YFIY•A'S'i•aan..vy r_.ni'7�77.6 .'YiY IF THIS DOCUMFNT IS LFSS �l�llf IIIIIII IIIIIII IIlll lilllllll LFGIBLF THAN THTS NOTATION, Jill 4 Il�--,j -- II Ih--- 6 - g___ _ _ __�__ __ _ IT IS DUF TO TflF. QUALITY OF �E -II -I)-I-I-I-IIII-IIII-II-II�II-I-II�III-III�-IIII II I II III�II I IILII I�I II -- IIIIIIIIIIIIIIIIIIIIIIIIIIII IllllllllllllllllllllllllllIIIIIIIII IIIIIIIIIIIIIIIgIllllllll IIIIIIIII 9I11lIIIII QIIIIIIIII IIIIIII sIl��ll � II1ilR ORIGIPl1, DUCl1MFNT, 63 nfl---t o6 Itflll IIII IIIIINII II�II11 IIII�IIIIIIIII�II�lllll IIIIIIIIII IIIIIIIIIII111 1 KR US E WAY/US WEST SP-ECIFIC- ATIONS SECTION 11000 10220 SW GREENBURG ROAD 1.03 Delivery, Storage, and Handling C. Collbet cotton waste, cloths, and materials which may SERA' ELECTRICAL SUITE #601 A. Deliver materials in sealed, labeled containers bearing constitute a fire hazard, place in closed metal the manufacturer's name, brand designation. and color. containers and remove doi,y from the job site. PART 1. GENERAL PORTLAND, OR 97223 Restrict storage and mixing of materials to locations D. General: Remove empty containers or excess items at the designated by the Owner Representative. Take enc' ur each work day. No paints, thinners or cleaning 1.01 Requirements Included: 503-293--5500 precautionary measures to prevent fire hazards and vjivents shall be stored 'within the building. Prevent A. toolss,, included: All labor, materials, appliances, spontaneous combustion. accidental spilling but, in the event of a spill, equipment necessary for and incidental to performing all operations In connection with immediately remove spilled material and waste or equipment 1.04 Extra Materials: used to clean up, and restore surfaces to original furnishing, delivery and installation of the work of this Section, complete, as shown on the drawings and/or A. Upon completion of application of point materials ►indamaged condition, at no additional cost to Owner. ,�,_ `u[ scheduled, deliver to the Owner Represnetative a 2 percent specified herein. he f includes, but is not Ci quantity of each type of final coats of paint and enomel 3.06 Schedule: necessarily limited r the following: J�f q y � P B. Examine all other sections for work related to those used. (Manufacturer and products listed are for reference and other sections and required to be included as work VEN M. N. PL establishment of quality. Equal products by other listed under this section. PART 2 PRODUCTS acceptable manufacturers may be used.) f� A. Exterior Surfaces: C. General provisions and requirements for electrical �� 2.01 Acceptable M,_ iufacturers 1. Steel and Ferrous Metal (Non-Shop Primed): work. TLMD, ORE P 1.02 Related Documents: I t�� A. Pratt & Lambert a. Two coats Pratt & Lambert Effecto Rust-Inhibiting A. Drawings, and general provisions of Contract, B. Sherwin-Williams Primer. including The General Conditions and Division - 1 q�� C. Kelly-Moore b. Two coats Pratt & Lambert Effecto Gloss Enamel. specifications sections, apply to work of this section. OF D. Benjamin Moore 2. Steel and Ferrous Metal (Shop Primed): 1.03 General Summary of Electrical Work: E. Glidden a. One coats Pratt & Lambert Effecto Rust-Inhibiting A. The specifications and drawings are intended to cover F. Frazee Point Primer. a complete operation of systems. The omission of G. Sinclair b. Two coats Pratt Se Lambert Effecto Gloss Enamel. expressed reference to any item of labor or material 3. Steel - Galvanized: for the proper execution of the work in accordance with 2.02 Finishes a. One coat Pratt & Lambert Galvanized Metal Latex present practice of the trade shall not relieve the A. Refer to schedule at end of Section for surface finish Primer. Contractor from providing such additional labor and schedule. b. Two coats Pratt & Lambert Effecto Gloss Enarnel. materials. B. Colors and glosses to be selected and scheduled by the 4. Concrete B. Refer to the drawings and shop drawings of other REVISIONS Owner Representative. a. Two coats Pratt & Lambert Pro-Hide exterior vinyl trades for additional details which affect the proper acrylic flat. installation of this work. Diagrams and symbols NO. DATE DESCRIPTION PART 3 EXECUTION B. Interior Surfaces: showing electrical connections are diagrammatic only. 06/19/98 CD PERMIT 1. Wood - Pointed Wiring diagrams do not necessarily show the exact Q 3.01 Inspection a. One coat Pratt & lambert Interior Trim Primer physical arrangement of the equipment. # A. Verify that surfaces are ready to receive work as b. One coat Pratt & Lumbert Vitralite Enamel C. If there are omissions or conflicts between the 1 • instructed by the product manufacturer. undercoating. drowir,ns and specifications, clarify these points with • B. Examine surfaces scf,eduled to be finished prior to c. One coat Prctt & Lambert Vitrolits Enamel-Eggshell the Owner Representative before submitting bid. I 2 commencement of work. Report any condition that may 2. Steel and Ferrous Metal (Non-Shop Primed) 1.04 Work Not Included: potentially affect proper application. a. One Coat Pratt & Lambert Interior Trim Primer A. The painting of any conduits, equipment or devices, 3 i C. Beginning of Installation means acceptance of surfaces. b. One coot Pratt & Lambert Cellu-Tone Alkyd Satin unless specifically noted otherwise. --- Enamel. 1.05 Ordir,unces and Regulations: A. All work and materials shall be in full accordance 3.02 Preparation 3. Steel and Ferrorjs Metal (Shop Primed) 4 A. Protection: Prior to surface preparation and painting a. Two coots Pratt & Lambert Cellu-Tone Alkyd Satin with the latest rules of the National Electrical Code, ' operations, completely mask, remove, and adequately Enamel. the National Board of Fire Underwriters. and with any protect hardware, accr+ssories, machined surfaces, p Gypsum plates, 4. G Board prevailing rules and regulations pertaining to adequate a � � lighting fixtures, flooring, and similar items in contort a. One coat Prt Ac Lambert Latex Interior Vinyl protection and or guarding of any moving parts orotherwise hazardous locations. with painted surfaces but not schedulea to receive paint. Acrylic Wall Primer. B. Nothing in these plans and spe:ifications is to be B. Workmanship: Paint tops and bottoms of doors. Equipment b. Two coot Pratt & Lambert Cella-Tone Alkyd Satin construed as permitting work not f;onforming with these . that is adjacent to walls prior to painting shall be Enamel. codes. r- ' disconnected to permit wall surfaces to be oointed, 5. Concrete Painted GAZLEY replaced, and reconnected upon completion of the painting. a. One coat Pratt & Lambert Vapex wall primer. PLOWMAN Provide adequate illumination and heat in order that all b. Two coats Pratt & Lambert Cellu-Tone Alkyo Satin work shall be performed in the proper workmanlike manner. Enamel. ARCHITECTS Apply paint under dry and dust free conditions. C. Previously finished existing surfaces and shop primed or C. Cleaning: Before applying point or other surface prefinished new surfaces: Where scheduied to be finished, 2701 764 Vaughn treatment, clean surfaces involved. Prepared by wiping shall be finished as designated for new surfaces, except Suite 764 down with appropriate prepaint materials in accordance initial (primer) coat may be deleted. Portland 47210 with the manufacturer's instructions. Schedule cleaning 5032747800 303274 7803 Fax and painting so that dust or contaminants from the END OF SECTION 09900 cleaning process will not fall on wet, newly painted surfaces. D. Caulking and Sealants: Apply caulking and sealant in a uniform and smooth manner in the locations as indicated on SECTION 10520 - FIRE EXTINGUISHER the drawings or as required rur a complete and finished installation. PART 1. GENERAL E. Correct minor defects and clean surfaces which affect work of this section. 1.01 Summary F. Galvanized Surfaces: Remove suricce contamination and A. Provide fire extinguisher where shown on the drawings, as oils and wash with solvent. Wash with a solution of 8 specified herein and as required by local code. SECTION 0"00 - PAINTING ounces of copper acetate or 2 lb z. copper sulphate with 1 gallon of water; or Vinyl Wash. Rinse surfaces treated 1.02 Fire Extinguishers PART 1. GENERAL with solution, using clear water. Clean galvanized metal A. Provide one ABC Multi-Purpose Dry Chemical portable hand the sarne day to be pointed. ?,)ply coat of etching primer. held fire extinguisher with surface mounted bracket. G. Uncoated Steel and Iron Surfaces; Remove grease, scale, B. Fire gxtinguisher to be Potter-Roemer, Inc., Number 3610, 1.01 Requirements Includes: dirt and rust. Where heavy coatings oi` scale are evident, 10 Ib. ABC Multi-Purpose Dry Chemical, Larson's or A. Work includes the provision and installation of paint and remove by wire brushing or sandblasting; clean by washing approved substitute. paint products for exterior and Interior Work as indicated with solvent. Apply a treatment of phosphoric acid C. Provide wall backing as required for fire extinguisher on the Drawings, as specified herein, and as needed for a solution, ensuring weld joints, bolts, and nuts are mount bracket. complete and proper installation. similarly cleaned. Spot prime paint after repairs. 1.02 Quality Assurance H. Shop Primed Stc-ol Surfaces: Said and scrape to remove END OF SECTION 10520 Y loose primer and rust. Feather edges to make touch-up A. Verification of Conditions: Prior to paint application, the Contractor shall inspect all surfaces to receive said patches inconspicuous. Clean surfaces with solvent. Prime bare steel surfaces. Prime metal Items including shop work, and arrange with the General Contractor for the primed items. satisfactory correction of all defects in workmanship and/or material that could effect the work specified 3.03 Protection SITE NAME herein. Application of any paint and miscellaneous A. Protect elements surrounding the work of this Section from Y ` painting work •or materials on any surface shall constitute damage or disfiguration. KRUSE WAY/ VSST acceptance by the Contractor of such surfaces as being in B. Repair damage to other surfaces caused by work of this }. Ln proper condition tc receive herein specified materials. Section. B. Environmental Protection: In ad6tion to requirements C. Furnish drop cloths, shields, and protective methods to CU specified elsewhere for environmental protection, the prevent spray or droppings from disfiguring other surfaces, t `� Contractor shall provide coating materials that conform a to the restrictions of the Air Pollution Authorities and 3.04 Application SITZ= NUMBER C other local jurisdictions. Notify the Owner A. Apply products in accordance with manufacturer's r: sRepresentative of any paint specified herein which fails instructions. to conform to the air quality standards for the locatioe B. Sanding: Sand enamel fin?3h applied metal surfaces, ORO11�•� a of the project. between coats, to produce an even, smooth finish. CD C. Protection: Contractor shall be responsible for C. Drying: Allow sufficient drying time between coats. N protection and repair of adjacent surfaces and areas which Modify as recommended by manufacturer to suit adverse may become damaged as a result of work in this Section. weather conditions. Protect work performed as specified herein until D. Environmental Conditions: Comply with manufacturer's SITE ADDRESS completion and final acceptance of Fi oject by OWNER, recommendations for environmental conditions under which Repair or replace all damaged or defective work to coating systems may be applied. Do not apply paint where co original specified condition, at no additional cost to dust is being generated. OWNER. E. Defects: Sand and dust between coats to remove all D. Clean Up . defects visible from a distance of five feet. ONO sw S R To C, 1. Paint or oil saturated rogs, waste, etc., shall be F. Touch-Up and Refinishing: Runs, sags, misses, holidays, T��A�D O S o rema ted from the building at the end of each work day, stains, and other defects in the painted surfaces, and till measures shall be taken 'to avoid spontaneous including inadequate coverage and mil thickness shall be s a' comtscion. Under no circumstances shall point be satisfactorily touched-up, or refinished, or repainted as ao mixed or stored within the building. Contractor necessary to produce a first-class workmanlike job. shall provide location for paint storage and mixing, G. Reinstallation of removed items: Upon completion in each SHEET TITLE completely isolated from the project site. space, promptly reinstall items removed for painting, using workmen skilled in the particular trade. OJE 2. Contractor si•all keep his work, and the adjacent areas SPECIFICATIONS affected, free and clearfrom all debris caused by the 3.05 Clean up:o ARCHITECTURAL/ work of this Section. On a daily basis and upon A. As work proceeds, promptly remove point where spilled. completion of the Work herein, remove from building ,splashed, or spattered. a and site all debris, unused materials, and equipment B. During progress of work maintain premised free of ELECTRICAL h caused by work of this Section, and 'eave work in a unnecessary accumulation of tools, equipment, surplus c clean, acceptable manner. materials and debris. 0 SHEET NUMBER U Q W 01 w13111198-0246 SIT98-0022 r x 6900 SW Sandburg SPV560 15 of 17 f r9847SP05 1/e a a - �� - .. -...�_.._.......,.........,. ._......,.............._..._... ..... ............ _«.«....._........... ...., .- e.. ., -. .,:. ..r.. .... _.,....,......a.... .............w....rw<.w.u,.....:w..nwtws.wr 4... ._.... .. IF 'PHIS DOCUMFNT IS LFSS I T�is'II�I�IllII�lIIeI�l yIIIIIIGIIrtiIII II II 9II ZIIIII IIIIII IZIIIII�III tIIbI IZIIIII�II I s�jIIIzIIIII�IIIIcIIIIIII�ItT-�Z-141?� IIIiIIIIIII�IIfIIllIIIIl�IIl�I�lllIlI - Illlllll lIll I-IIIIII II�lIIlIlllIllllIlIllIlllIlllIll !IIIII�IIIIII IIllIlllI lllIllil1ll1l?li1lilll�llll ll1TIT11 I1II1IJill IIII 1111II11I 11 IIiIlIl�IltIlIlI;IlIlI�lIlIll III�lI ll IllIllIII�IIIII�I IIIII 1111111 LFGTBF THAN THIS NOTATION, 01 1y. No.36 IS DUF TO THF QUALITY OF HF ORIGINAL DOCUMfN1 . s � �� lc Ioti s s � � NIII III I I �I !IIIIIII r ,. KRUSE WAY/US WEST AMR71M C. Should any changes be necessary in the drawings or specifications to make the work comply with these SECTION 16100 10220 SW GREENBtJRG ROAD SECTION 18110 PART 3.U0 - EXECUTION requirements, the Contractor shall notify the Owner BASK MATERIALS AND METHODS SUIT E #F01 Representative at once and cease work on all parts of CONDUIT 3.01 Rigid Steel Conduit; PORTLAND, OR 97223 the contract which are affected. PART 1.00 - GENERAL 1.06 Permits and Inspections: PART 1.00 - GENERAL A. Rigid stool standard weight conduit shall be A. The Contractor shall apply ond pay for all permits 1.01 Requirements included: exclusively used where exposed and subject to 503---293-5500 required by any of the legally constituted public A. Work InzIuded: All labor, materials, appliances, tools, 1.01 Requirements Included: mechanical injury, or exposed to the outside elements. authorities for the installation or construction of the equipment necessary for and incidental to performing A. Work Included: All labor, materials, appliances, 3.02 Polyvinyl Chloride: work included under this Division. The Contractor all operations in connection with furnishing, delivery tools, equipment necessary for and Incidental to A. Polyvinyl chloride conduit (PVC) shall be used for shall arrange and pay for any inspections or and Installation of the work of this Section, complete, performing all operations in connection with underground conduits or underground below floor slabs examinations so required and deliver certificate of all as shown on the dr..wings and/or specified herein. Work furnishing, delivery and installation of the work of only, or as required for the grounding system. CT` A such Inspections to the Owner Representative. includes, but is not necessarily limitad to the this Section, complete, as shown on the drawinge and/or 3.03 Installation of Conduit: v, TSU t'i followin specified hereln. Work includes, but is not A. All conduit shall be run concealed, except in certain ��V 1.07 Examination of Drawings and Site: g: A. The Contractor steall carefully examine the site and B. Examine all other sections for work related to those necessarily limited to the following. approved and indicated locations. All control gST existing buildings, shall compare the drawings with the other sections and required to be inc;uded as work B. Examine all other sections for work related to those apparatus, outlet boxes, junction boxes and pull boxes, _N M. N.Pt existing electrical installations, and shall thoroughly under this section. other sections and required to be included as work etc., shall be Installed so as not to interfere with familiarize himself with all existing conditions within C. General provisions and requirements for electrical under this section. any fixtures or equipment. the scope of this work. By the act of submitting a , work. C. General provisions and requirements for electrical B. Conduit shall not be run through any structural LAND ORI:( k bid, the Contractor will be deemed to have made such 1.02 Related Documents: work. ' member of the building, except as specifically directed �� examination and to have accepted such conditions and to A. Drawings, and general provisions of Contract, including 1.02 Related Documents: by the Owner Represertative. Under no circumstances have made ollowarce therefore in preparing his figure. The General Conditions and Division - 1 specifications A. Drawings, and general provisions of Contract, shall conduit run through footings or grade beams. O i 1.08 Verification of ;limensions: sections, apply to work of this section. including The General Conditic is and Division - 1 END OF SECTION 16110 OF A. All scaled and figured dimensions are approximate and 1.03 General Summary of Electrical Work: specifications sections, apply to work of this section. SECTION 16120 1 1.03 General Summary of Electrical Work: CONDUCTORS (600 Volts or Less) are given for est,.nat{n A. Work Included: All labor, materials, appliances, tools, i, 9 g purposes only. Before PP A. Work Included: All labor, mcterials, appliances, proceeding with the work, the subcontractor shall equipment necessary for and incidental to performing tools, equipment necessary for and incidental to carefully check and verify all dimensions and sizes and all operations in connection with furnishing, delivery PART 1.G0 - GENERAL shall assume all responsibility for the fittingof his performing all operotions in connection with equipment and materials to yother parts ofthe equipment as she installation t of the work of this Section, complete, furnishing, del;very and installation of the work of and to the structure. as hewn an the drawings and/or specified herein. this Section, complete, as shown or, the drawings and/or 1.01 Requirements Included: B. Where apparatus and equipment have been Indicated on 1.04 Codes, Regulations and Standards: specified herein. A. Work Included: All labor, materials, appliances, tools, the drawings, typical A. The materials herein shall be new and furnished in 1.04 Codes, Regulations and Standards: equipment necessary for and incidental to g dimensions hove been taken from t ical 9 P Y Performing REVISIONS equipment of the class Indicated. The subcontractor A. The materials herein shall be i,ew and furnished in all operations in connection with furnishing, delivery accordance with specifications of the Institute of accordance with a acificutions of the Institute of and installation of the work of this Section, con late, NO. DATE DESCRIPTION shall carefully check the drawings to see that the Electrical and Electronics Engineers, National Electric P P equipment he conternp;ates installing will fit into the Manufacturers' Association, National Fire Protection Electrical and,Electronics Engineers, National Electric as shown on the dr,3wings and/or specified herein. Work 06/19/98CD PERMIT spaces provided. Association and the National Electrical Code. Manufacturers Association, National Fire Protection Includes, but is not necessarily limited to the 0 1.09 Record Drawings: Association and the National Electrical Codb. following: A. Record Drawings shall be completed and delivered to PART 2.00 - PRODUCTS 1.05 Conduits - General: B. Examine all other sections for work related to those 1 the Owner Representative prior to or at the time of A. All wiring of every description shall be installed in other sections and required to be included as work final Inspection. conduit unless otherwise indicated. Conduit shall under this section. A2 � 2.01 Grounding System: � � C. General r � B. "As-Built" Drawings shall accurately locate pull A. Furnish .end install a system of cables, ground bars, comply with the requirements of the Underw-iter s provisions and requirements for electrical , boxes and main conduit runs. Conduit runs between and fittings required for the grounding system. Laboratories and shall be delivered to the site in work. 3 outlets, panels, devices, etc., that are changed from B. Perimr;ter ground system shall consist of a 3/4 inch standard lengths with each iength bearing the 1.02 Related Documents- that shown on the drawingshol' be clear) rc ted. manufacturers trademark or stamp and the Underwriters' A. Drawings, and general provisions of Contract, including 4 y diameter by 8 foot long sectional steel, copper clan label of approval. Where conduit is mentioned in this The General Condltivns and Division - 1 specifications ground road laid to in a platform as indicted on the specification, this shall be interpreted as Galvanized sections, apply to work of this section. C. The drawings shall be complete, legible, and color drawings. rods shall be interconnected by No. 2 solid 1.03 General Summar of Electrical Work: 9 P 9 Standard Wei ht Rigid Steel Conduit ICRC). Poly-vin Y coded in the followingmanner: Red shall be used for r.oaper tinned wire. A. Work Included: All labor, materials, appliances, t chloride (PVC: shall be used only where specified dots, removals and teen shall indicate the revised C. The connection of the grounding cables to ground rods, 9 herein or noted on the drawing. equipment necessary for and incidental to performinq conditions. Blue ink shall not be used. "As-Built" and splices shall utilize CAD welds as indicated on the y drawings or compression type, all operations in connection with furnishing, deliver drawings not satisfactorily prepared will be returned 9 P yp 2 - hole flydent copper B. Cutting: Standard cutting tools shall be used on 1- and installation of the work of this Section, complete, to the Contractor for revision and resubmission.. lugs by Burndy, ideal, or Thomas and Betts, in places 1.10 Protection of Finish: not indicated to be CAD welded. 1/2 or larger., A hacksaw shall be used on 1-1/4" and as shown on the drawings and/or specified herein. . smaller. All cut ends shall be reamed to remove burrs 1.04 Codes, Regulations and Standards: r A. The subcontractor shall provide adequate means for D. The ground bars are to be provided as ind;sated. - The A. The materials herein shall be new and furnished in GAZI.EY P q and sharp edges. and shall fully protect all finished ports of the ground bars which are provided by others are as accordance with specifications of the Institute of 7 materials and equipment a ainst damage from an cause Indicated on the plan for purpose of attachment C. Threading: Use clean sharp dies with standard P PLOWMAN 9 9 Y trademarked cutting oils. Care shall be taken to avoid Electrical and Electronics Engineers, National Electric duringthe progress of work and until acceptance b the details. Ground bars are to be provided with stand-off excessive thread length. Fire Protection 11 9 P Y g Manufacturers Association, Notiora! ARCHITECTS Owner Representative. mounting insulators to hold the ground bar 2 clear g: power benders h Association and the National Electrical Code. 2701 )`7tV Vaughn from wall surface. The round bars shall be drilled D. Bending: Standard hand or shall be used t B. All materials and equipment in storage and during g except that EMT hand benders, one size larger than 1 .05 Conductors General: Suite 764 construction shall be covered in such a rr.nriner that no and tapped as detailed. conduit for 1" or smaller conduit may be used instead A. All wire shall be National Electric Code, I; ( ) y 600 Volt Portland,Or. 97210 finished surfnc•1s will be damaged, mor-ed or splattered E. Any exposed ground cable rising along a wall shall be g � of standard hickeys. For mechanical, hand or power Class, soft drawn copper, with a minimum of 98% 5032747800 with paint and all moving parts shall be kept perfectly routed In a PVC conduit and secured to the surface with hydraulic benders, use the some shoes as for steel conductivity. 503 274 7803 Fax clean and dry. one-hole malleable iron straps on 5'-0 centers y conduit. B. All conductors shall be delivered to the site in their C. Art damaged material or equipment shall be replaced minimum. E. Joining: A suitable g pa^ka es, or refinished by the Contractor at no expense to Owner. F. Two leads of No. 2 ground with shall be used to co nett petroleum base lubricant original unbroken g plainly marked or tagged as containing powdered zinc shall be applied to all field follows: 1.11 Cleaning Equipment enc Premises: the building ground to the cabinet equipment ground bar. A. Thoroughly clean all cut threats to facilitate joining of conduit. Where 1. Underwriters' labels. g y ports 'of the materials and G. Ground bar connection to be made with copper aluminum conduit Is connected to steel conduit, boxes 2. Size, kind and Insulation of wire. equipment. Exposed ports shall be thoroughly cleaned of compression connector TH250H (ITT weaver), or approved or cabinets, thre ids shall be coated with zinc 3. Name of the manufacturing company and the trade cement, plaster and other materials, and all oil and substitution. petroleum jelly compound or zinc chromate. Red lead name of the wire. grease spots shall be removed with a non-inflammable will not be permitted. 4. Month and year when manufactured, which date shall cleaning solvent. H. Upon completion of the ground installation, (atter the not exceed 2 years prior to the date of delivery to the 1.12 Selection and OrderingMaterials and Equipment: and conductor connections ore in place) the ground F. Fishing and Pulling: Fishing of conduit shall be site. A. Within two (2) weeks after award of the contract, the resistance of the system to earth shall be determined accomplished by means of flexible round metal tapes, C. The following color coding for branch circuit and subcontractor shall immediately take up with the Owner in the presence of the Owner Representative. If the polyethylene ropes or CO2 propelled ropes. These feeder conductors shall be used throughout the project. Representative any inability to obtain suitable ground resistance is determined to be greater than 5 flshfrg devices or nylon or mania ropes shall be used 120/240 Volt delivery of any materials or equipment. ohms, provide additional ground cable as required. for pulling conductors. Where extremely difficult NEUTRAL WHITE pulling conditions are encountered, an approved wire GROUND GREEN t 1.13 Product Substitutions: lubricant may be used. PHASE A BLACK A. Bidders wishing to obtain approval of an article, 2.02 Pull Boxes: 1.06 Conduit Only. PHASE B RED device, product or fixture other than the ones A. Pull boxes shall be code gauge steel or other material A. All conduits which are installed at this time and PHASE C BLUE specified by name, make or catalogue number shall as required for installation location and shall be left empty for future use or where conductors are to be request approval for substitution no less than ten (10) installed where required or indicated, in order to installed by the representative of the signal system PART 2.00 - PRODUCTS days prior to: bid date. Only one substitution per facilitate the pulling in of wires or cables in manufacturer, shall have #12 "TW" insulated, copper item shall be considered. Requests for substitutions conduit. All boxes shall be provided with removable pull wire or 1/8" po;yethylene rope left In place for 2.01 Wire and Cable: less than 10 days from bid date or after the bid date covers, properly secured. In areas which are not to future use. All empty conduits, including conduit A. Furnish and install Anaconda, General Cable, General shall be considered non-respdnsive and ;neligible for be painted, pull boxes shall be finished with final stubs, shall be tagged at off exposed ends with brass Electric, liabirshaw, Okonite, Paranite, Phelps-Dodge, consideration. finish coat for exterior locations. tab marked as shown on the drawings or as directed. Cerro, Collyer, Rome or Triangle Wire and Cable. All B. The pull boxes shown are the minimum required. PART 2.00 PRODUCTS wire shall be delivered to the job in unbroken PART 2.00 - PRODUCTS Contractor shall furnish and install additional pull packages, and each package shall bear the Underwriters' SITE NAME boxes or junction boxes where, necessary due to and Manufacturer's labels, showing the date of 2.01 Materials: additional offsets or elbows beingrequired to fit 2.01 Rigid Steel Conduit and Fittings: q job manufacture and the maximum allowable voltage. A. Rigid steel standard weight conduit shall be zinc A. All material shall be new unless specifically noted conditions. coated on the exterior and may be zinc or enamel on the B. Wire size and type to he as indicated on the drawings. �� T LO otherwise. C. Every conduit run entering a pull box shall be bonded y B. Within two (2) weeks after award of contract, the together inside the pull box, using a ground bushing on interior. Couplings and lockouts, etc., shall be hot PART 3.00 - EXECUTION subcontractor shall deliver to the Owner Representative each conduit and looping a #8 ground wire between dipped galvanized. All couplings, etc., shall be of the L threaded type only.a complete list all materials, equipment, apparatus bushings. 3.01 Installing Wire; B. Bushings for standard weight rigid steel conduit a and fixtures which he proposes to use. List shall A. Make all connections and splices necessary to properly shall be non-metallic for 1 and smaller. For conduits � include size, name of manufacturer and such other install and complete the work. All connections and ro 1-1/4 and larger, insulated metallic bushings shall be SITE NUMBER E Information required to identify the items, or shall splices shall be electrically and mechonically perfect = PART 3. EXECUTION used. Bushings shall be O.Z. Electrical Mfg. Co., Type o state that all materials furnished will be as " " " " and ii strict accordance with all code requirements. P p B regular type or Type B grounding type. B. Bolt type solderless connectors shall be tightened and ci specified. Where specifications show l choice, the C. Rigid steel conduit shall be Jones & Laughlin, then retightened after 24 to 48 hours before taping. OR0113-3 � subcontractor shall indicate the selection made, 3.01 General listingonl;� one i�rand, type or manufacturer. A. The drawings indicate diagrammatically the desires; National Electric, Pittsburgh, Rome, Youngstown Sheet ^' g y oats Tube, Walker, Triangle, Steelduct or Western Tube Owners Inspector shall be Informed of this procedure 2.02 Non-Specified Equipment or Materials: location or arrangement of conduit runs, and grounding g during the waiting period and shall witness the act of system, etc., and are to be followed as close) and Conduit, zinc metallized, or hot dl galvanized,A. In the event equipment or materials are indicated on Ys y as P g retightening. CD the drawings but not described as to type or quality, possible. Properd ment must be exercised in type.� threaded te 9 C. All debris and moisture shall be removed from the o etc., either on the drawings o- in the specifications, executing the work so as to secure the best possible 2.02 Polyvinyl Chloride Conduit and Fittings: SITE ADDRESS g P g P A. Straight lengths of PVC plastic conduit shall be conduits, boxes and cabinets. No oil, grease or the Contactor shall determine from the Owner installation in the available space and to overcome g g P similar substances shall be used to facilitate the 0o Representative, prior to submitting his bid, what this g p Krayloy, Carlon, Pacific, Western, Baldwin, Stauffer pulling p difficulties owing to � ace limitations or interference ullln in of conductors. Use mineral, linseed sod or descriptive information is and shoo base his bid Chemical Co., B.F. Goodrich or Triangle. of structural conditions wherever encountered. In the g Ideal Yellow 77 wire P � pulling compound. n, accordingly. Should he fail to do this, he shall event of '-irge variations between architectural and B. PVC elbows, offsets, or other non-straight lengths 3.02 Lugs: furnish such equipment and material as later indicated electrical drawings the Owner Representative shall be shall c Schedule 40, extra heavy wall Type III by A. Furnish and install proper lugs in all ponelboards, 8 S� RG T• �' to be the Intent by the Owner Representative without consulted for instruction. manufacturers listed above. T GAIWD9OR 72 C. Fittings shall be non-tapered and no.�-threcded type gutters, etc., required to property terminate every 66 change in contract price. B. In the event changes in the indicated locations ancable. Where paralleled conductors or conductors of d shall be attached with solvent cement. 2.03 Codes, Regulations, an,j Standards: arrangements are necessary due to developed conditions large size are to terminate on a breaker (either copper w D. Solvent cement shall conform to ASTM D2564 ;or A. The materials herein shall be new and furnished in in the egUipment constriction or rearrangement or aluminum) a short length of copper cable (of 4 accordance with specifications of the institute of of furnishings or sauipment, such changes shall be made joining Type II and Type ill and shall be supplied by p capacity of the breaker) shall be connected to the b the Contractor withoi ' extra cost, PVC conduit mrnufacturer. SHEET TITLE Electrical and Electronics Engineers, National Electric Y providing the breaker, and the proper bolt or compression type lug ' chane is ordered before ie conduit runs, etc., and 2.03 Fittings: Manufacturers Association, National Fire Protection 9 /or installed to connect this cable to the feeder cable. Y connected Aasociatlon and the National Electrical Code. work direct) ted to some is installed, and no A. Furnish and Install Appleton or Crouse-Hinds The cutting of cable strands to fit the breaker will fittings, special devices and materials which may be ENO OF SECr.ON 10000 extra materials are required. g P Y not be permitted. required for the proper installation of the conduit ells nc Factory 3.04 Togging; PART 3.00 - Execution sy . y �ll be f the k of same make, } SPECIFICA�TIQNS Lo A. Mans shall be tagged in the switchboards. The method quality and finish as the conduit used. Cast metal of togging shall be with the adhesive type of morker �� CD 3.01 Grounding System: "Condulet" fittings, or boxes shall be used for exposed A. Furnish and ins► . the complete system of r..abl,ys and equal to "Brady" as distributed by Graybor Electric Q P YS conduit runs to make right angle turns around Com an In ground bars attachments required for the grounding structural items. p y. Circuits shall be Identified in the following o system. B. Conduit bushings shall be Thomas and Bet's Company manner, for e-ample: BA-1, BB-14, feeder LB-BA. OND, B. The exposed ground cable rising up the wall shall be No. 220 Series, plastic type. Grounding bushings shall n c. Markers shall be applied after wire is installed ISHEET NUMBER secured to the face of the wall with one--hale malleable n conduit. be Thomas and Betts Company No. 3800 Series. Special B. Where it is impractical to use 0 iron straps. Ground cables only run in raceway, whether p printed markers ion t fittings, such as ground fittings, shall be furnished , -r underground concealed or exposed, shall be It, PVC. certain w,res or cellos, use blank type with ► 9 P as noted or required. Expansion fittings shell be O.Z. identification marked thereon with indellbl• encil. ENO OF SECTION 18100 Electrical Products Type "AX". P . 13111198-0246 til 198-Ili 22 EM OF SECTION 1620 r O 6900 SW Sandburg fO 16 of 17 u 9847SPOG 1/d U • .Iyl'M' 'u�• r"Il'.. 4:3'x'. ;. �� 4'tl - ` . 14,` Ilk IF THIS DOCUMENT IS LESS TTI Ili "III III III III III I I III III Illi) I III III 111 1Ti ill ilT 111 I l 111 111 ill III II III III I I III III III Ill tlllill 111 1 1 1�i 111 111 1�1 III Ill IIIIIII Ill III Ill 1 1 _" "" LFGIE3LF '1'HnN THIS NOTA'1'10N' -----------1--- ------.I_----------L---------- --� -----6---= ----�__---1---� IT IS UIJF TO THF QUALM OF ��/ u�'f I V/ l ??? THF ORIGINAL DOCUMENT. No.36 �j s 9 III t l��i��lllllli�l��lilll�llll�i�� llilll�lllll�ll�ll�lllllllll�lllllll��Illllll��Illlll�ll�lllllll�l�lllllll��III�IIIIIIIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIII TIIIIIIII illlltlIiilillI'IIIIIIIIIIIIIIIIIIIIII�lllllllll I�I�IIIIIII QII�IIIIiIIIIIIIIIIIsllllllll I�IIIIIIII III11-r: - - - - -- - -- --- -_-- - -- --- --- --- -- -- - - _------'----- -- — --- KF2LJ:; E WAY/ US WEST' - -- --- - - - --- - - �'1 SITE CONSTRUCTION QUALITY CONTROL CHECKLIST 11hw, fill»p oW Ilwnr Owow WMN urs anw of iM kwewlnp: N aampwb tag NL s Not Conpwte hogU NA a Not ApPlir�lw 1 Redlined Construction C / NO / NA CtANi�t:!�. AOVppRC C / NO / NA COMMENTS 71�� C / NO / NA COMMENTS jOZ2O SW GREENBURG ROAD Redlined Construction Drawings Quontitiy (2 each) Backboard SUITE W 0 rr M Manuals Min. 4' Separaration (GPS-1 & GPS-2) Conduit Grounded (Bushing) Warranties 12Vis' Isolation of Horizon I PORTLAND, OR 97223 601 Ground Resistivity Test Report (5 OHMS or lees) 12• Isolation From Other Antennas Pointed White Concrete Jylinder Tests Report NA Grounded Certificate of Occupancy (or equivalency) 503-293-5500 Inspection Signoff Card 1!Y!(r. Final Release of 1-lain (conditional) Tut Mobile Antanna Appearance (scratches, dente, etc.) Building Permit (original) 12' Isolation from CPS Antennae Functionality CONTRACTOR TO VERIFY Other: - Visibility of Antennae Sectors _ Shut Down Upon Smoke Detector Alarm CONTRACTOR TO VERIFY Grounded _-- Capacity (BTU) 42,000 C 3.5 tons InstoPed at GPS Plana or Below - New Filter SITE WORK C / NC / NA COMMENTS Condensate Drain Access Road 1.�: Condensate Pump �'�,J�rD Site Grading & drainage Condensate line sealed through wau;/roofs CN k N PLO Finish Grade Size (1 1/4"? Interior Gri;l Grounded to MGB w//6 Vegetation Control Support O 3 -0" max. Weather Seal (Wall Mount) M. Landscaping - Bend Radius (20") Condenser, )LAND, OREGON Irregotion System NA Jumper Flows Directly Into Antenna I �� NA HVAC Condensate Dry Well Hangers O 3'-0" O.C. (no plastic devices) Installation Quality NA O 0. -- Weatherproofing (Connectors & Grounding Kits) Set Level NA r� OF 1 Color Coding (3 Places Minimum) Sleepers In Mastic & Bolted to Structure NA Gate, Stile & Padlock Drip Loop Refrigerant Lines Supports NA Gate Hardware Vandal Resistant Grounding (3 Ground Kits) Refrigerant Lines Sealed Through walls/root yam__ _ Fencing & Barbed Wire Tight Connection (At Bus Bars) Unit Grounded CONTRACTOR TO VERIFY/CORRECT Fence Grounding Antenna Specification Sheet (Filled In) NEC-required electrical disconnect CONTRACTOR TO VERIFY/CORRECT Cote Ground Strop r'x+L.la 1 erfdar Mushroom Type Latch - Coas Entry Port Installation Quality NA Coax Enter Through Proper Port Hole _ Bonding Jumpers (two bolt connections) NA REVISIONS Commercial Power Entrance Facility Coaxial Entry Boot - - Touch-up Point NA I Commercial Pol:er Meter Installed Spare Caps (Secured With Mechanical Band) All Threads Capped NO. DATE DESCRIPTION Cible Ladder End Caps Grounded to Exterior Coax Bus /0\ 06/19/9 CO PERMIT Ground Rod For Commercial Power — j Padlock All Exterior Disconnect Panels Height (7'-6" above finish floor to bottom of tray) Telco Entrance Facility Antenna Ground Rus (AGB): Don. Frlame & Doer H Building Penetrations Weather Sealed Installation: Below coax Functionality1 Weather Heatla (Proper Height) NA - _ Size 4" x 20" x 1 4" with 2' �s7s16'N holes) - Door Fits NA j�yypQlpy ( / ( ) I ) CDNTRACTOR ACIISTM NTS 2 E Insulated Standoffs Simplex 1000-2, Key Overide Best Core NA _ It Ground Ring Bonding Jumpers Weather Tight NA 3 Bond Wire From Comm Power Grnd To Grind Ring Bend Radius -- Bonding Jumper (Grounding A 6 to MGB) — XIT Ground Rod (When Required) Tight Connections (two bol; lugs except ground kits) Point Quality CONTRACTOR AS REQUIRED MGB 4 I, Connection to Bldg. Ground Cadwell Download Closure CONTRACTOR AS REQLNR ❑ NA Ground Teat Well (one test well w/ teat loop) Thr No OX Crease .', ':onnections Threshold Shddtw- i. Shelter Foundation EQUIPMENT ROOM C / NC / NA COMMENTS Extend to Bottom of Floor Deck Above _ NA r Shelter Tiedowns (tight and galvanized) Paint Quality — Shelter Skid Grounds (2 required and codweld) NA ELcSCiCaIL Fire Sealed For Fire-rated Walls NA 1 Door Stoop (4 x 6) — Flooring and Cove Base - Interior Lighting Functionality *"ad thru fire rated walls) �iAZI�'Y i Shelter Exterior Appearance Exterior Lighting Functionality Conduits Sealed (fire t Exterior Attatchmenl.s (weathersealed/coulked) Commercial Power On Line t>tIC Site Clean Up / Construction Debris Remo%red Other. Emergency Lights Building Interior PLOWMAN LZ� f.• _- Smoke Detector 120V & 9V Back-Up Interior wau• . ARCHITECTS F Electrical Boxes and Panels 2701 NW Vaughe Mak+ Dleeonnr Base Board Suite 764 TOWER ANTENNA MOUNTS C / NC / NA COMMENTS Amp) CLean, Wax (Anti–Static) & Buff Floors _ Portland,Or. 97210 Rain p) Construction Debris Removed 5032747800 ! Foundation NA Interior(ClOean Mess SOJ 274 7803 Fon Anse Plate Grouting / Drain fiats NA _ Anchor Bolt Projectian / Lock Nuts NA Erection NA QLtrlbutlan Pante Other: _ Height Make / Model N (Square (S uare D)Antenna Mounting Structure Rating Capacity ( Amp) Orientation Step Bolts Panel (Pheofc/Lomicoid) ADDITIONAL "EMS OUTSIDE CONTRACTOR'S SCOPE C NC NA COMMENTS Ciricult Labeling (Typed Card) Coax Climbs NA Breaker Size (Matches Drawings) Telco Cable Terminated Coax Ladder -- ) Point Telco Circuit Tested and Labeled Wiring Quality _ Telco Ground (to main bldg ground) NA Interior Cleanliness FAA Tower Lighting Grounding – Bend Radius Locations Telco Conduit Sealed (fire sealed through rated wells) / Pots Line Functionality Bus Bars – Beptl}Ir Circuits: Cadweld Quality Wiring Tagged Rectifiers Terminated & Functional Antenna Mounts, ( / ) Alarms Terminated at Radio Bay e4 ea., 30 omp (1 ea. green wire ground) --- J Box Labeled Phenolic LamicoW Antennas Located per Drawings Hot Dip Galvanization Stranded N 8 Wire Liquid Tight Flex Conduit (Length to reach floor Orientation ( 9 ) Pitch Pocket / FlashingPortable Generator Receptacle Plus: ADDITIONAL COM►,ENTS: �A Roof Leak Tested Grounding – Bend Radius / Locations _ Make Model M (Appleton ARA20033-20ORS) Cadweld (mounts / bus bar) Mates with Female — Hardware Secure Weather Sealed l Caulked Esterler Coble Trox: -- anunl Transfer Switch- Cover MI Cover _ Installation Quality SITE NAME Horizontal / 'Vertical Protection Interior Cleanliness — N Hot Dip to Ground Panel Labeling (PhenolicAamicoid) KRU8E WAY/U8WEST .. Grounded to Ground RING Cass Bridpa Loddr: / sum Protector: Bridge Protectects Coax AdequatelMake / Monel N TR Instector/Apex CP 120 SMT _ Hot Dip Galvanization (all Materiole� Grounding 42 Cu wire to exterior burled loop) Grounding / Codweld Quality _ Wiring Quality and Size o Weather Seal Where Attatched to Building SITE NUMBER Clrcult Breaker a' dktC: Interior Cleanliness _ Materials m Bend Radius Elo®e OR0113-3 La Tight Connections Tested For Functionality Double Lug Mechanical Connections Intrusion o Cadweld Quality _ Surge Protector _— Fall) oldgply. a us High Temp-Dayton. 2E206, Set O BS' SITE ADDRESS No OX Grease Be Bar Connections P1a00C hlpgLTamp-Dayton, , et O 50 —� Phenol'G/Lam'coid ob+l' m RR�Rp DRQ suer Smoke Detector epen�fLamicoid Label on .1-R,,: net Detector r, NArinq Quality/Size (22 Gauge) _ a Galvanized NA Wiring Run to J-Box Over Control Rack and Called a+ GroundWeatherproof NA !TI A W aOR 723 Weatherproof / clashing NA _ JWiring Togged (Phenallc/Lamicoid) -- V� w SA RG IT. m J-Box Grounding ANTE INA & HEIJAX C / NC / NA COMMEn'75 Noeter Ground Bu, WGIIIL, SHEET TITLE ITtroaai `- Installation Installation Size (4' x 20" x 1/4" x with (27)-7/16" holes) = Make / Model _ Insulated Standoffs -- — c Quantity Bonding Jumpers I QUALITY CONTROL Azimuth Bend Radius v Some Horizontal Plane (per sector) NA _ Tight Connections (two bolt connections DowntUPlimbnB c Mount ) CHECKLIST Downtllt Bracket (confirm ea. panel antenna has one NA Down Lead (two golf ll properly sealed Measure of Downtilt (if applicable) ) _�_-_ Down Lead through wall — fn SHEET NUMBER fwT F oC • l . o la 198-0246sn98-0022 �. SW ti,mdhurg IF THIS DOCUMENT IS LESS II I1Is 111 III I/IsI III III III IIisI III III til liT III Ili III 1111111 III 111 I I III III III IIyI III III III 1IbI 111 Til 111 1 1 Tii Iii 1iI 1 1 III 111 III III III III III I I LEGIBLE THAN THlc QUALITY OF 11 I I I fi I I I JI I 141 I I I �I I I �I I I I !I I I I OI I UI • � �VI I I x+�I- � �� 1T IS DUI. TO THE MENT.TY OF a THF. ORIGINAL DOCUMENT. - �IIII IIII�IIII IIII�IIII IIIIIIIII IIII�IIII IIII�IIII illl�llll IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII Illlulll IIII�IIII IIII�IIII illl�lui un�ull iul�ull nu�nu iul�uu iul�nn inl�uu uu�lul lul�uu ml�uu 91�un ml�liu un�un uu�un nl�nn mi�uu24X