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HomeMy WebLinkAboutLarge Format0 u a SHADED ZONE X PER FEMA MAP #530330977 F pn NcP \ 1 \ TREES IRRIGATION \ CONTROL --�` VALVES (3) GRAPHIC SCALE 40 80 ( IN FEET ) 1 inch = 40 ft. IRRIGATION ' CONTROL - VALVES (3) PICNIC TABLE ON CONCRETE \ UP08 ® \ N TREE ZONE AE PER FEMA MAP j53033C0977 F YARD DRAIN TOP=31.6 PARCEL BOUNDARY CONCRETE BENCH ON CONCRETE SLAB (TYPICAL) SITE DETAIL r POz MP28 \ 32 UNDERGROUND TELEPHONE PAINTED LOCATES s "s o 4' �s s SIGN IP0 "CEDAR RIVER TRAIL" GAS PIPELINE WARNING POST GAS PIPELINE ' PAINTED LOCATES 3 VAULT ' "LIGHTING" SANITARY SEWER \ PAINTED LOCATES \ I 1 1 1 � 1 1 � 1 m 1 R�,Na0 M SITE 1�1 SAP 17� 1 \?3 \ /� \ \ Z \ \ o AIRPORT WAY \ BENCHMARK IS "SMAI CPS NAVD e CORS STATION. ELEV = 449.7' ELEVATION DERIVED USING GPS. ACCURACY MEETS OR EXCEEDS 1 A STANDARDS ; AS DEFINED ON THE FAA ASAC INFORMATION SHEET 91:003. s.rg� murcor ri Saaorr CUU" sxosoaasa b� Ora faRsr y�b�,�0 CBaldN fDOU7j I LXCOLff SPoael4a HdR 6RlY8 �sV 80R rj'�� C1b1Vr A°"`s nDrrruv 444.4plN PMACC 4 41 L8113 PRAl4SLlN $ YMMA �v} COIILlTS 3 As � r a � � C 5 a =AT KI ATP CT 10mi1IN13 &011 VICINITY MAP — NOT TO SCALE — SUBJECT BOUNDARY LINE — — RIGHT—OF—WAY CENTERLINE RIGHT—OF—WAY LINE ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE OP OVERHEAD POWER LINE UP BURIED POWER LINE G BURIED GAS LINE ❑T OVERHEAD TELEPHONE LINE UT BURIED TELEPHONE LINE W BURIED WATER LINE ss BURIED SANITARY SEWER SD BURIED STORM DRAIN DITCH LINE/FLOW LINE ROCK RETAINING WALL VEGETATION LINE --o 0 o CHAIN LINK FENCE fl11 WOOD FENCE —X x x BARBED WIRE/WIRE FENCE 0 TRANSFORMER -Q- FIRE HYDRANT A LIGHT STANDARD M GATE VALVE © POWER VAULT ® WATER METER ® UTILITY BOX �Q FIRE STAND PIPE 0 UTILITY POLE ❑ CATCH BASIN, TYPE I F— POLE GUY WIRE © CATCH BASIN, TYPE II IM GAS VALVE 'nSIGN © GAS METER 0 BOLLARD [ TELEPHONE VAULT o MAIL BOX 11 TELEPHONE RISER 2.. 34•21 SPOT ELEVATION NOTE: 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (AMSL) AND ARE REFERENCED TO THE NAVD88 DATUM. 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE ABOVE GROUND LEVEL (AGL) AND ARE ACCURATE TO f 3 FEET OR f 1 % OF TOTAL HEIGHT, WHICHEVER IS GREATER. TREE LEGEND DECIDUOUS TREE AL=ALDER rc - MP=MAPLE DS=DECIDUOUS A112 DIAMETER (IN) MA=MADRONA �--TRUNK OK=OAK TYPE CH=CHERRY EVERGREEN TREE CE=CEDAR DF=DOUGLAS FIR HE=HEMLOCK DF18 PI=PINE 195.2 EVG=EVERGREEN HEIGHT AGL IF MEASURED NOTE: it TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. SITE _.INFORMATION TAX LOT NUMBER 072305-9053-08 SITE ADDRESS 405 LOGAN AVE N. RENTON, WA 98005 SITE CONTACT PHONE NUMBER ZONING TOTAL LOT AREA 509,711 f S.F. (11.70 AC.) SURVEY REFERENCE RECORD OF SURVEY NO. 20101124900002, RECORDS OF KING COUNTY, WASHINGTON. BOUNDARY DISCLAIMER THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY. SUBJECT AND ADJACENT PROPERTY LINES ARE DEPICTED USING FIELD —FOUND EVIDENCE AND RECORD INFORMATION. CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE —CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1-800-424-5555 r & �...,/Your world. Delivered. 0 NORTH AMERICA s± xa�a t l r .s3r J%a�'n DUNCANSON Company, Inc. 145 SW 155th Street, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 SITE SD16 ■ W FENTOK WA 98005 THIS DRRAWNG WAS CREATED FOR THE EXCLUSIVE USE OF THE CLEW NAMED HEREON, AND IS NOT TO BE USED N WFIOLE OR N PART WRHOUT WRIT(EN AUTHORIZATION FROM SAD CLIENT. C 20K DUNCANSC)N COMPANY, NO. FLD. CREW: KB/SN FLD. BOOK: 314/42 DRAWN BY: LAC JOB #: 01792.1272 DATE. 05/05/14 EXISTING SITE SURVEY SEC 7, TWP 23 N, RNG 5 E, WM SHEET NUMBER svi RIECEI\/ED 3UL 31 ZM4 cil,'y' PI_ANtNING DIVISION 1 . ■ ®_ 11010 r THAT PORTION OF THE SOUTHEAST OF THE SOUTHEAST QUARTER OF SECTION 7, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, AND OF GOVERNMENT LOT 1 IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN KING COUNTY, WASHINGTON, LYING EASTERLY OF COMMERCIAL WATERWAY DISTRICT NO. 2 AND WESTERLY OF LOGAN AVENUE NORTH (LOGAN STREET/WILLIAMS STREET), AS CONVEYED TO THE STATE OF WASHINGTON BY DEED RECORDED UNDER RECORDING NO. 3261297, AND SOUTHERLY OF THE FOLLOWING DESCRIBED PARCEL: COMMENCING AT THE INTERSECTION OF THE SOUTH MARGIN OF NORTH 6TH STREET AND THE WEST MARGIN OF LOGAN AVENUE NORTH; THENCE SOUTH 0°25'49" WEST ALONG SAID WEST MARGIN, A DISTANCE OF 574.15 FEET TO THE POINT OF CURVATURE OF A CURVE TO THE RIGHT WITH A RADIUS OF 1710.08 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE AND SAID WEST MARGIN, A DISTANCE OF 420.34 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED LINE; THENCE NORTH 89°59'56" WEST A DISTANCE OF 830.55 FEET, MORE OR LESS, TO THE EASTERLY LINE OF COMMERCIAL WATERWAY DISTRICT NO. 2 RIGHT-OF-WAY AND THE TERMINUS OF THE HEREIN DESCRIBED LINE. CORRESPONDS WITH ITEM NUMBER IN 'SCHEDULE B' OF EASEMENTS TITLE REPORT. THE FOLLOWING EASEMENTS FROM THE REFERENCED TITLE REPORT CONTAIN SUFFICIENT INFORMATION TO BE DEPICTED ON THE PLAN. OTHER EASEMENTS OR ENCUMBRANCES, IF ANY, MAY AFFECT THE PROPERTY, BUT LACK SUFFICIENT INFORMATION TO BE SHOWN. A3 LEASE OF PROPERTY TO GTE PER RECORDING NO. 9707241138. SHOWN EASEMENT FOR DIKE AND RIP RAPPING PER RECORDING NO. 1187982. NO ASPECIFIC LOCATION DESCRIBED, WHERE EVER IT EXISTS ALONG THE COMMERCIAL WATER WAY. NOT SHOWN. Z6 EASEMENT FOR LANDSCAPING PER RECORDING NO. 7208250389. SHOWN. AEASEMENT FOR PUGET SOUND ENERGY PER RECORDING NO. 8007290427. 10 FEET WIDE AS CONSTRUCTED. NOT SHOWN. EASEMENT FOR PUBLIC UTILITIES (WATER AND SEWER) PER RECORDING NO. A8 8012290368. DESCRIPTION ALONG LOGAN AVENUE UNSURE OF EXACT LOCATION. NOT SHOWN. AEASEMENT FOR GTE PER RECORDING NO. 9707241139. SHOWN. AEASEMENT FOR SEWER LINE PER RECORDING NO. 20030701001459. LOCATED NORTH OF PROPERTY. SHOWN. AEASEMENT FOR PUBLIC SIGN PER RECORDING NO. 20081107000085. EASEMENT IS AS CONSTRUCTED. APPROXIMATELY SHOWN. ACONDITIONS DELINEATED ON SURVEY NO. 20101124900002. ONLY SHOWS LANDSCAPE EASEMENT ALREADY DISCLOSED IN REPORT. MOTES GRAPHIC 1) TITLE INFORMATION PER TITLE ORDER GUARANTEE NO, 60 0 30 60 2184031 PROVIDED BY FIRST AMERICAN TITLE INSURANCE COMPANY DATED NOVEMBER 20TH 2O13. 2) NO FIELD WORK PERFORMED FOR THIS SURVEY. ( IN FEE 3) BASIS OF BEARING: RECORD OF SURVEY UNDER 1 inch = E REFERENCES. 4) UNDERGROUND UTILITIES SHOWN HEREON, IF ANY, WERE DELINEATED FROM SURFACE EVIDENCE AND/OR UTILITY COMPANY RECORDS. CRITICAL LOCATIONS SHOULD BE VERIFIED PRIOR TO DESIGN AND CONSTRUCTION. FOUND BAR & CAP \ AS REFERENCED ` \ IN AF# 20101124900002 \ \ 1 � TL# 0723059085 LEGEND SUBJECT BOUNDARY LINE — — RIGHT-OF-WAY CENTERLINE RIGHT-OF-WAY LINE ADJACENT BOUNDARY LINE SECTIONAL BREAKDOWN LINE OVERHEAD POWER LINE ❑P BURIED POWER LINE UP BURIED GAS LINE G OVERHEAD TELEPHONE LINE oT BURIED TELEPHONE LINE UT BURIED WATER LINE w BURIED SANITARY SEWER SS BURIED STORM DRAIN SD DITCH LINE/FLOW LINE ROCK RETAINING WALL VEGETATION LINE —o 0 o CHAIN LINK FENCE WOOD FENCE —x X X 0 TRANSFORMER 3� LIGHT STANDARD © POWER VAULT ® UTILITY BOX 0 UTILITY POLE E-- POLE GUY WIRE BARBED WIRE/WIRE FENCE -(- FIRE HYDRANT M GATE VALVE ® WATER METER FIRE STAND PIPE ❑ CATCH BASIN, TYPE I ® CATCH BASIN, TYPE II ICI GAS VALVE -n SIGN © GAS METER 0 BOLLARD OT TELEPHONE VAULT o MAIL BOX TELEPHONE RISER 2-34.21 SPOT ELEVATION NOTE: 1) ALL ELEVATIONS SHOWN ARE ABOVE MEAN SEA LEVEL (AMSL) AND ARE REFERENCED TO THE NAVD88 DATUM. 2) ALL TOWER, TREE AND APPURTENANCE HEIGHTS ARE ABOVE GROUND LEVEL (AGL) AND ARE ACCURATE TO f 3 FEET OR f 1% OF TOTAL HEIGHT, WHICHEVER IS GREATER. TREE LEGEND DECIDUOUS TREE AL=ALDER MP=MAPLE ot, DS=DECIDUOUS AL12 --=--TRUNK DIAMETER (IN) MA=MADRONA q OK=OAK `—TYPE CH=CHERRY EVERGREEN TREE CE=CEDAR DF=DOUGLAS FIR HE=HEMLOCK DF18 PI=PINE 195.2 EVG=EVERGREEN HEIGHT AGL IF MEASURED NOTE: TREE DRIP LINES ARE NOT TO SCALE. TREE SYMBOLS REFERENCE TRUNK LOCATION ONLY. TRUNK DIAMETERS WERE APPROXIMATED AT 3.5' TO 4' ABOVE GROUND LEVEL. TREES SHOWN ARE FOR REFERENCE ONLY AND OTHER TREES AND VEGETATION MAY EXIST. SITE INFORMATION TAX LOT; NUMBER 072305-9053-08 SITE ADDRESS 405 LOGAN AVE N. RENTON, WA 98005 SITE CONTACT PHONE NUMBER ZONING TOTAL LOT AREA 509,711t S.F. (11.70 AC.) SURVEY REFERENCE RECORD OF SURVEY NO. 20101124900002, RECORDS OF KING COUNTY, WASHINGTON. BOUNDARY DISCLAIMER THIS PLAN DOES NOT REPRESENT A BOUNDARY SURVEY. SUBJECT AND ADJACENT PROPERTY LINES ARE DEPICTED USING FIELD -FOUND EVIDENCE AND RECORD INFORMATION. CAUTION! UNDERGROUND UTILITIES EXIST IN THE AREA AND UTILITY INFORMATION SHOWN MAY BE INCOMPLETE. STATE LAW REQUIRES THAT CONTRACTOR CONTACT THE ONE -CALL UTILITY LOCATE SERVICE AT LEAST 48 HOURS BEFORE STARTING ANY CONSTRUCTION. 1-800-424-5555 • '; Your world. Deliverq. mvc_om • NORTH AMERICA 00 E tiI 3 DUNCANSON Company, Inc. 145 SW 155th Street, Suite 102 Seattle, Washington 98166 Phone 206.244.4141 Fax 206.244.4455 SITE SD16 RENTON 2 405 LOGAN AVE N FiENTON, WA 98005 • ;. .c • •- c-.i • •- SAE) C C2M DUNCANSON OOMPANY, INC. SHEET NUMBER SV2 JUL 3 12014 CITY OF KENTON PLANNING DIVISION V" PARCEL#: 0723059085 � l X X X X X X X X X -X,X X X X X X X --� x EASEMENT FOR SEWER LINE PER REC�RDING NO. 20030701001459 x � x I i I x EX STING_PROPERTY LINE N 9°5420'W 883.37' (E) BUILDING / ZONE AE PER FEMA x MAP #53033CO977 F Z x / SHADED ZONE X PER ZONE X PER 1 x / 1 x` 1 Xl l 00 0 0 O ° pp0 O p0 O pA °0�0 p00 ,`� vo goo og°good°. \ °w PROPOS 1-1/ VAULT TO TO ROUTE l AREA BET \� doe . •�. oo°fin' \ '`�' ��' �0 t f �soati��afDe �kell e i :R'e :`•c•:ar5 EXISTING CURB PROJECT DESCRIPTION: INSTALLATION OF NEW ±880' OF UNDERGROUND CONDUIT PATH FROM EXISTING SHELTER TO DESIGNATED MEET POINTS. /--X XX� 1 j I v (E) GRANDSTAND —Z/ ROOF x / � I / — X X X X X X X X �— — /' ' l __ -- -- APPROXIMATE LOCATION` OF LEASE OF PROPERTY TO /J EXISTING CURB \ GTE PER RECORDING 1140. N ' \ 9707241138. EASEMENT FOR GTE PER RECORDING W o NO. 9707241 139. EXISTING AT&T EQUIPMENT SHELTER. ti N \ SEE 1/A-2 k N 200'-0" BUFFER \ FROM OHW MARK / 100 0" ` OF CEDAR RIVER R0�I I L� (E) PARKING —/ / \ AREA EASEMENT FOR PUBLIC / 1 \ SIGN PER RECORDING / N0. 20081 107000085 j NEW UNDERGROUND gyp. EASEMENT FOR CONDUIT ROUTE TO NEW Az LANDSCAPING PER HAND HOLE (MEET POINT). \ �\ RECORDING N0. CONTRACTOR TO RUN 7208250389 / % 1 UNDERGROUND CONDUIT IN I/ \ / AREA BETWEEN PROPERTY \ LINE AND EXISTING CURB / EXISTING CURB / \ r. o °° \ r 21 o e \ 00 % 0 / n 0MEET POINT \ CEDAR RIVER / Z N.T.S. TRAIL co APPROXIMATE LOCATION OF EXISTING CURB APPROXIMATE LOCATION OF CEDAR RIVER TRAIL SIGN APPROXIMATE 3 LOCATION OF X-3 NEW HAND HOLE riC 4702917" N 122012 37" W 22"x34" SCALE: 1 " = 60'-0" �® 1 1 "x17" SCALE: 1 " = 120'-0" 60 30 0 60' OVERALLSITEPLAN 1 PROJECT INFORMATION: AT&T ETTCS RENTON 2 SD16 405 LOGAN AVE N. RENTON, WA 98005 issuE DATE: 06-18-1 4 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 5-21-13 ISSUED FOR PRELIMINARY PERMIT AIO B 6-10-13 ISSUED FOR PRELIMINARY PERMIT AIO C 01-08-14 ISSUED FOR FINAL MJD D 1-10-14 ISSUED FOR FINAL MJD E 03-14-14 ISSUED FOR FINAL AIO F 06-18-14 ISSUED FOR FINAL AIO NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE: SHEET TITLE: SHEET NUMBER: EX-1 QED REVISION: F PROJECT FHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. or"SI pIANN,N� ®�\�IS1t�N OF EXISTING AT&T EQUIPMENT OF OF OF OF OF OF OF OF OF OF OF OF OF OF wr v,.)w i - i / -r IU/ ivi i IN EXISTING 4" 0 CONDUIT RUN FROM SHELTER TO EXISTING VAULT LAT 47"29'17" N LO N G 122'12 37" w I22"x34" SCALE: 1/2" = 1'-O" 1 1 "x 17" SCALE: 1 /4" = 1 '-0" THE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. e 16.09° nc no PROJECT INFORMATION: AT&T ETTCS RENTON 2 405 LOGAN AVE N. RENTON, WA 98005 issuE DATE: 06-18-1 4 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 5-21-13 ISSUED FOR PRELIMINARY PERMIT AIO B 6-10-13 ISSUED FOR PRELIMINARY PERMIT AIO C 1-08-14 ISSUED FOR FINAL MJD D 1-10-14 ISSUED FOR FINAL MJD E 03-14-14 ISSUED FOR FINAL AIO F 06-18-14 ISSUED FOR FINAL AIO NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE: SHEET TITLE: SHEET NUMBER: EX=2 RECEIVED 1 II I 1 201 REVISION: F PROJECT # PLANNING DIVISION NOTES- 1.) A FIBERGLASS MARKER LABELED 'FIBER CABLE' SHALL BE PLACED OVER EVERY OMNI MARKER 2.► OMNI MARKERS SHALL BE ZIP TIED TO CONDUIT w Q X iL 0 M tY W n > a- Q o W 11 PROPOSED (12) STRAND FIBER CABLE PER CLIENT SPECIFICATIONS TO BE PULLED THROUGH CONDUIT PROPOSED 'FIBER MARKER' TO BE INSTALLED AT EVERY OMNI MARKER SURFACE TO BE RESTORED BACK TO ORIGINAL CONDITION OR BETTER POT HOLE TO BE BACKFILLED AND COMPACTED WITH NATIVE SOIL 1 { 1M11���111��� I { I I-111=1 i-I PROPOSED OMNI MARKER TO BE -1-III=III=11 -1 - -III-III=1 INSTALLED EVERY 40' AND I IIIIIIII EVERY CONDUIT BEND FOR BOTH _II PROPOSED AND/OR EXISTING I I I I I I I I I I I II III IIIMII CONDUIT(S) Ill -III OMNI MARKER- MANUFACTURER- TEMPO -II I -I I I -I 11=1 I I -I MODEL NO- 163 11=III=1 _ -III-III=1 SIZE- 4.5'? RANGE- 5'-09 EXISTING AND/OR PROPOSED CONDUIT VERIFY WITH YOUR CLIENT 22"x34" SCALE: NOT TO SCALE 22"x34" SCALE. NOT TO SCALE 1 1 "x17" SCALE: NOT TO SCALE TRENCH DETAIL 1 I 11 "x17" SCALE: NOT TO SCALE NOT USED 2 PG&E APPROVED. POLYMER CONCRETE FRAME AND NON-SKID COVER FOR STRENGTH. "FRP" FIBERGLASS REINFORCED BODY FOR LIGHT WEIGHT FLARED AT BASE TO PROVIDE ADDITIONAL WORK SPACE. MEETS ALL REQUIREMENTS OF W-U.C.. 1/2" x 4" PULL SLO WITH 3/16" CENTER Pit 2 TOTAI SLIP RESISTANT SURFACE CONCRETE KEY ONE EACH SIDE WALL 2 TOTAL 1 /2"-13 UNC S.S. LIFTING INSERT ONE EACH ENDWALL 2 TOTAL 17"x30"xl8" (INSIDE DIMENSIONS). I'M#04-0936 32 1 /2" NOMINAL DIMENSIONS PG&E CODE NO. DESCRIPTION APPROX. WT. LBS. 17%30%18" 04-0936 BOX AND COVER ASSEMBLY 184 17"x30"x18" 04-0928 BOX ONLY 132 17%30"xY 04-0117 3" EXTENSIONS 47 04-3720 LID ONLY 52 DESIGN LOAD: STATIC DESIGN LOAD OF 8000 LBS. OVER A 10" X 10" AREA. FOR COMPLETE DESIGN AND PRODUCT INFORMATION CONTACT JENSEN PRECAST, 4/25/06 173018HH_PGE_B.dwg II II © 2006 Jensen Precast ;lll i,� �iiti l'llI l® Jacket,Outside Plant (OSP) SILT Dielectric Dielectric Central Strength Member Water-Bloclang Materials Filled Buffer Tubes Fibers Water -Blocking Outer Strength Members OSP All -Dielectric Stranded Loose Tube (SLT) Fiber Optic Cable Manufactured by R E LLO Stranded Loose Tube (SLR') Suitable for Intrabuilding links in a campus environment (ducted or direct burial) • Aerial links (when used with a messenger strand) * Local loop and feeder networks • Outdoor areas with intermittent flooding or moisture * Environments with severe temperature fluctuations * Drop or service cafes 6 High performance singlemode and multhnode fibers meet all industry performance standards TIA color -coded fibers in TIA color -coded gel -filled buffer tubes for easy identification Dry water -blocking technology q Polyethylene UVIrotected jacket for harsh outdoor environment Low friction jacket for ease of pulling through ducts All- dielectric construction Hybrid cables provide a buiitan upgrade for future applications that will require singlemode fibers Designed and tested in accordance with TIA/EIA-568-B, Teuordia GR409-CORE, IEO 793-1/794-1 and ISO/IED 11801:2000 Compatible with Splitter Kits (on page 13) Fiber Unit Count Fiber UL/NEC AMP/Pirelli Weight Diameter Tensile Load N (lbf) Bending Radius nvn (in) Count Units (Fibers/Unit) Type Ratings Part Number kg/kni (lb/kft) mm (in) Installation Lang Term Installation Long Term Singlemode OSP 024SGSILAFESJA 2 (12) Multimode 5011250m OSP 024MBSILAFESJA 24 Multimode 62.5/125Um OSP 024LBSILAFESJA 93 (65) 11.6 (0.46) 2700 (600) 890 (200) 232 (9.2) 116 (4.6) 1 SM (12) Hybrid OSP 024CA81LAFESJA 1 MM (12) Singlemode-62.51125um Singemode OSP 036Si SILAFESJA 0 3 (12) Multimode 50/125pm OSP 036MUSILAVESJA 93 (65) 11.6 (0.46) 2700 (600) 890 (200) 232 (9.2) 116 (4.6) Multimode 62.5/125um OSP 0361113S1LAFESJA 1 SM (12) Hybrid OSP 036CUSILAFESJA 2 MM (12) Singlemode-62.5/125um Singemode OSP 048S"ILAFESJA 48 4 (12) Multimode 50/125pm OSP 048MBSILAFESJA 93 (65) 11.6 (0.46) 2700 (600) 890 (200) 232 (9-2) 116 (4.6) Multimode 62.5/125um 08P 048LBS1LAFESJA Sin,demode 08P 0728CS1LAFESJA 72 6 (12) Multimode 50/125urn OSP 072MBSI-LAFESJA Multimode 62.5/125um OSP 072LBSILAFESJA 107 (72) 12.6 (0.50) 2700 (600) 890 (200) 252 (10.0) 126 (5.0) 2 SM (12) Hybrid OSP 072CBS1LAFESJA 4 MM (12) Singlemode-62.51125prn Singlemode OSP 096S0S1LAFESJA 96 8 (12) Multimode 50/125pm OSP 096MBSI-LAFESJA 137 (92) 14.4 (0.57) 2700 (600) 890 (200) 288 (11.4) 144 (5.7) Multimode 62.5/125um OSP 096LBS1LAFESJA Singlemode OSP 144SCSILAFESJA 144 12 (12) Multimode 501125um OSP 144M13S1LAFESJA 211(142) 18.0 (0.71) 2700 (600) 890 (200) 360 (14.2) 1g0 (7.1) Multimode 62.5f125um OSP 144LUSILAFESJA Note: Other cable designs (including hybrid) available. Call for more information. For More Information, Call 1-800-663-0938 www.ampnetconnect.com 22„x34„ SCALE: NOT TO SCALE 1730 HAND HOLE DETAIL 3 �;N 4" SSCALE: NOT TO CALE: NOT TO SCALE PIRELLI FIBER SPECIFICATIONS 4 11 x17 SCALE: NOT TO SCALE at&t nnvr—n NORTH AWIER I C A PROJECT INFORMATION: AT&T ETTC S RENTON 2 SD16 405 LOGAN AVE N. RENTON, WA 98005 ISSUE DATE: 0 6— 1 8— 1 4 ISSUED FOR: CONSTRUCTION DWGS REVISIONS REV. DATE DESCRIPTION INITIALS A 5-21-13 ISSUED FOR PRELIMINARY PERMIT AIO B 6-10-13 ISSUED FOR PRELIMINARY PERMIT AIO C 1-08-14 ISSUED FOR FINAL MJD D 1-10-14 ISSUED FOR FINAL MJD E 03-14-14 ISSUED FOR FINAL AIO F 06-18-14 ISSUED FOR FINAL AIO NOT FOR CONSTRUCTION UNLESS LABELED AS CONSTRUCTION SET LICENSURE , '•'l� 7L.11 {' . r, ;C,,,, j 0 ti ry F jr Sr >I [d3 Z L ,r L7 40555 % Wjy _� M1.J SHEET TITLE: PLAN DETAILS SHEET NUMBER: REVISION: EX=3 F PROJECT FHE INFORMATION CONTAINED IN THIS SET OF CONSTRUCTION DOCUMENTS IS PROPRIETARY BY NATURE. ANY USE OR DISCLOSURE OTHER THAN THAT WHICH RELATES TO CARRIER SERVICES IS STRICTLY PROHIBITED. JUL 31 2014 OSTY OF RENTON PLANNING DIVISION