Loading...
Plans 1 ADJACENT ZONING; ADJACENT ZONING: \ ZONE: C -P ZONE: C -P \ • / \ ..s.............. .„... (PROFESSIONAL COMMERCIAL) (PROFESSIONAL COMMERCIAL) \ / ,� — — — 1 JURISDICTION: JURISDICTION: /� CITY OF TIGARD CITY OF TIGARD \ / Ver/ENWiteieSS \ . \ ' / \ BUILDING / CE O J ' Carporallon D ern TechnologyitAssocfates v l ale �lloo •I t - 1 1 Drawings Produced By i �� '\ NOV 2 42008 • i / , CIrI1' OF TIGARD _ i j PLOWMAN \ , \ / BUILDING,DIVISION 5 ,774'4'"1 I ` Ponta d. On 97210 1 / 503 274 7800 axcHI TECrs 1 \ \ \ 503 274 7803 Fox \ I (ma'''''y' Y. M. PL(�NN t!; 1 \ / ' y I EXISTING / BUILDING / _ Tom 'y vvd / 1 / 'p \ OF 1 H EXISTING \ 1 j i PARKING N. / \ ' OF GA I SITE ZONING: Conditionally .. ZONE: C -P PROFESSIONAL COMMERCIAL y ,2 I� , JURISDICTION. CITY OF TIGARD See Iffier to: Follow...... I I — ♦ ♦ {�� ADJACENT NG. ZONI , AL1OYl1ed.N I ZONE: I -P (INDUSTRIAL PARK) •• 1 p : `ii .3V----40.. 'I7 _lti JURISDICTION: CITY OF TIGARD , \ �j�OI J Ad I -..: -A y .': � AZ-. I ``\ 1 a UTILITY ROUTING PLAN By i % Date JtlrJ ROUTE OF SITE I / E r XISTING `` ® 00 ACCESS 1 BUILDING \ o J \ • CITY OF T IGA RD :: / A p pro v ed o . ••. N M in ■ ttt ------------------------------------------- - - - - -- See Letbato: Follow.... ----- - - - - -- \.wMN \ No Dole By Revisions AA \ , , I _, r �. ~ File no. 08103 \ : -. O 1 * � -> m D ate 09/18/08 ADJACENT ZONING ADJACENT ZONING; \ Irl • � r _ _ ...r � fQ i /08 i ZONE: I -P (INDUSTRIAL PARK) ZONE: C -P (PROFESSIONAL COMMERCIAL) I \ Ad„ .• PA – il�lrelP,: Jr;C) - JURISDICTION: CITY OF TIGARD JURISDICTION: CITY OF TIGARD • 7r'■ MK • , ��j i� 8 .;, : :, �TJ'i � 6,": Designed by Drawn by oc ■ \ 1 1 \ Checked \ \ P o APwed b by SUMP I I 1 j ��jjjjjjjj/ j / TNG \ \ \ 1 / EXISTING I G • Dale issued : 08/18/08 ' EXISTING I / BUILDING • • Date issued for Zoning Permit . BUILDING /��/ I \ / 1 \ Date issued for 1 / I \ Building Permit : 00/18/08 ' r ' \\ Dole issued OFFICE COPY for ' A \ Dale issued 1 i i 1 / EXISTING ' for Construction: ditiervs, • .0: BUILDING \ i \ , Project title : ( 4 \ POR J -� J \` TUALATIN \ N, P I 6 975 SW SANDBURG S1. AX LOT W TIN \ / \ ' \ tt ` �---- - - - - -- __ \ • 1 TIGARD, OR 97223 N . S W SANDBURG STREET 1 � \\ • � if.�l ��� ' \ fVRILJY�Y�O••• Sheet title N \\► OVERALL --- -- - - -_ -__ - - - - - Ilk SITE PLAN ADJACENT ZONING \ ZONE: I -P (INDUSTRIAL PARK) ,� \ \ \ \ (�I� O I JURISDICTION: CITY OF TIGARD I _ _ OF Sheet no. : X77 \ 22x34 SCALE: 1" ■ 40' -0" �� ■O OVERALL SITE PLAN 11x17 SCALE: 1' - 80' -0' I 1 LANDSCAPING NOTES: 1. ALL NEW LANDSCAPING IS DROUGHT RESISTANT AND THEREFORE • REQUIRES NO DEDICATED IRRIGATION. \ \ \ 2. FURNISH CONTAINERIZED WATER IN THE FOLLOWING AMOUNTS: x Ve/ /riliWIIEI @SS 1 GALLON: 3 QUARTS 5 GALLON: 5 QUARTS / PLANT PLANT EXISTING PARKING \ Technology' 2" CALIP. TREE: 10 -12 QUARTS / PLANT (BASE ELEV. +0') Intorna loni1 Corporation 3. CONTRACTOR SHALL INSPECT TUBES 30 DAYS AFTER INSTAL- LATION AND EVERY 15 DAYS UNTIL FINAL ACCEPTANCE OF WORK. AssociateS Drawings Produced By: REPLACE WATER GEL PACKS AS NEEDED DURING INSPECTIONS. \ x • • 4. CONTRACTOR SHOULD INSPECT TUBES EVERY 30 DAYS AND DRIPLINE OF TREE, APPROX 19' RADIUS _1' \ PLOWMAN GAZLEY REPLACE GEL PACKS AS NEEDED DURING DRY WEATHER FOR AT © 6' HEDGE TO PLOWMAN NEW 6 HIGH O 2701 NW ARCHITECTS LEAST ONE COMPLETE YEAR INCLUDING THE FIRST COMPLETE MATCH EXISTING x SEASON AFTER INSTALLATION. pa rland Or. 97210 NEW CONCRETE PAD Ponlan Vaughn EXISTING 16 DIA DECIDUOUS \ 503 2747600 TREE TO REMAIN EXISTING 6 CURB 503274760.3 Far -2 ,,ee EXISTING 6' DIA SHRUB \ I & Y. N. PL ar;`(J"" �(� TO BE REMOVED \ (I / I c S �' IEVFN a11N I x � J l �� ./"7* � 4 �� �* (� � I , ) �� of o �, , I _) �,�� 1,0 _4 ... / n t xxx X X x7$ x X —X —7X x , . / i / r / r ( M l x I ID I I / I I I ` / NEW LOCATION OF ) ) I / EXISTING SIGN - r -----) x / I / r / > I ° / \J >,,,,---"X i ° / • / \� J ° / IZON WIRELESS x J " 1'x15' LEASE AREA �/ �� / / / -, i � `J � I I o �� / o �' VI , MA 6 -0 CHAINLINK FENCE V . J v KATOUGHT / ° x I , I / < o (NO BARBED WIRE) / �r � �- ° NTROL GENERATOR EXHAUST I v . 1 - a, \ / / o U 4 MY ° / \ / EXISTING 5' DIA // / / 03 0 SHRUB TO REMAIN /// �' \ / a > >> ° a0 Y 41+3 _ _ - . T • ° ° / / 0 w Ud' ÷ —I -- -- — — — x I \ ..0 / / / No. Date By Revisions l I a a / I / / / File Co. 08193 a / ' { / / / Date a9 /18/08 MY GRAVEL AREA I ` O / / / SIM ...-- 4'-6" WIDE MANGATE x N / / / / / Designed by 86 K 3 a / / Drown by E( RIN TO RELOCATED / \ / / Checked by EOM SPRINKLER HEAD 0 BE ( /• 19 / / X/ X X $ — X 1 X X X X X J / \ EXISTING SIGN TO BE Approved by Mae / ) - X X X 1 / i / / RELOCATED BY CONTRACTOR � . / / y` / / 2' -6" 1 — — - 11'-0" - - i -- / Dole issued 08/18/08 / /CIF ' / / Q / , Dale issued for i ` o Pmit or 6� 1 -D" - _ 4' 1, 4^ Z Date issued f l _ J Building ning Pe :09/18/08 / NEW ROUTE OF POWER AND GAS / / - - I -- - / / 1 Doaleadssued Q / Date issued • — / / ' M. N p II�T.LI,t,7, for Construction: _ — / J / f _ �G _ �- , /� Project title 5 . ■ � P p RTIAN D O R EGO N POR TUALATIN / �� -- / / O TAX LOT 8W262492 Q 7, C� _5 6975 SW SANDBURG ST. / - - - - - — - —_ _ O V TIGARD, OR 97223 --- Q / / - i / I Sheet title CP / NOTES; n• ENLARGED / /Q / `' _ -- �' 1. RELOCATE SPRINKLERS & LINES AS REQ. SITE PLAN ts 2. SLOPE NOT TO EXCEED 2:1 1... / / Q Sheet no. ' ENLARGED SITE PLAN ■ 22x34 SCALE: 3/4• = -o• I Al .2 11x17 SCALE 3/8 — 1' -0 1 ,. verizzrwireless • NOV 2 4 2008 TechnologyitAssociates International Corporation Cfry TIGARD Drawings Produced By: BUILDING DIVISION • GAZLEY PLOWMAN ARCHITECTS \I°111.11.111.111.1.11.°11:1.1.1.11.11 2701 NW Vaughn Suitt 764 Portland, Or. 97210 • verIjg, 5072747800 503 274 7807 Fax e* 44' EYDI Y. 11.11.011WIA 9PORINc G ECO. * • d, OF 0 POR TUALATIN TIGARD, OR 97223 • Sp -- — ±- I / G'•./JDG SITE ADDRESS: T1.0 TITLE SHEET SITE OWNER; Y Ali z °0 T2 GENERAL NOTES & LEGEND WESTON HOLDING CO., LLC C/O AMERICAN PROPERTY MANAGEMENT �^ ; p . 6975 SW R 9722 RG ST. PHONE: (503) 281 -7779 - TGARD, oR 67223 L1.0 LANDSCAPING SPECIFtCAT10NS }4i PFII rn e. o> ' o ' , „ T: 45517' A1.0 OVERALL SITE PN APPLICANTS; _ , C LONG: 1224448 A1.1 UT ILI TY ROUTING PLAN o 3 VERI20N WIRELESS (VAW) LLC d/b /a VQ2IZON WIRELESS a - V u7!CR A1.2 ENLARGED SITE PLAN 5430 NE OR 97230 o w U I: 7 : A2.0 GENERATOR ELEVATIONS 0 3 � � t PERMITTING; ' JURISDICTION; A3.0 CONSTRUCTION DETAILS & STRUCTURAL NOTES SITE DEVELOPMENT & PERMITTING• .-- yvA R TEMPLE .: �� p �.. CITY OF TIGARD P1.0 PLUMBING SCHEDULE TECHNOLOGY ASSOCIATES INTERNATIONAL CORPORATION < • J . i v 0 15618 SW 72ND AVE \ tZ OD ', P2.0 PLUMBING SITE PLAN PORTLAND, OR 97224 Y 0 E _ T cP PROFESSIONAL-COMMERCIAL OFFICE: (503) 549 -0001 x4019 0 w U CONTACT: BEN FREEMAN No. Dote By Revisions 4 Er, OCCUPANCY; CONSTRUCTION MANAGEMENT $ � 04 `� File no. 081113 N 09/18/08 5.' •JDELfRl: - y ' � NA T ECHNOLOGY ASSOCIATES INTERNATIONAL CORPORATION Dat j 15618 SW 72ND AVE • i ' 1 ' , - CONSTRUCTION TYPE: MOBILE: PORTLAND, 050317 -0 • .56' T E�.ri CEV 5 T a, I G NA CONTACT: KENNY RUFF° Drawn eb by IX �` v A7 T Drown by BID( SIT , AREA CALCULATIONS• • ARCHITECT; Approved by S1082 - �- � _ R E GAZLEY PLOWMAN ARCHITECTS l Se( SITE INFORMATION 2701 NW VAUGHN, SUITE 764 ul .�� PORTLAND, OR 97210 p i, ° TOWER SETBACKS NA OFICE: 503 274 -7800 x231 E :9 5 r. Sy I I } - HEIGHT LIMITS NA FAX: (503) 274 -7803 / 3 _,......_ CZ --��(( \ (�Z 9 TT Zoning Permit for Date issued : 08 16 Dote > > PROPOSED LEASED AREA: 131 SO FT CONTACT: RE KAH RE SETBACKS: TBD Dote issued for z n MECHANICAL ENGINEER: Building Permit : 09/18/08 O NITA R &W ENGINEERING Date issued 5 Slr.' E7AItTP. : ONITA S'G 3S?NIFF. _ • 9615 SW ALLEN BLVD., STE 107 for Sid O = m i BEAVERTON, OR 97005 • ° I < Dote issued t See Lk TM OF FICE: (503) 292 - 6000 for Construction: • g .E iii CONTACT: ( MARK ) D. JONES 5 N A 1p.Ss1 r, ' 1-- r • SHEET INDEX NATURAL GAS Project title : NW NATURAL POR • DRIVING MRFCTIONS: OFFICE (503) 226 -4211 • O TITLE SIGNATURE DATE TUALATIN FROM DOWNTOWN PORTLAND, TAKE 1 -5 SOUTH TO .EXIT 292 (LAKE OSWEGO/HWY 217).. C TAX LOT /w262492 • CO AT THE EXIT, TURN RIGHT ONTO HWY 217 AND TAKE EXIT 7 (72ND AVE). ADA MPLIANCE: RF ENGINEER �/ uu uu I 6975 SW SANDBURG ST. S M. N. P . 1' / � TIGARD. OR 97223 THE FACIUTY IS UNSTAFFED AND UNOCCUPIED AT THE STOP LIGHT, TURN LEFT ONTO SW 72ND AVE AND DRIVE SOUTH (OVER HWY 217) + N T HE PROJECT CONSISTS OF THE INSTALLATION AND • FOR 0.5 MILES. PROJECT SUMMARY; • PROJECT MANAGER ' ■ CM Sheet title : TURN LEFT ONTO SW SANDBURG ST AND DRIVE TO THE TIMES BUILDING DRIVEWAY. PORTLAND, D, O REGON OPERATION OF A NEW BACKUP GENERATOR FOR VERIZON SITE ACOUISmON �(tL/111 RLW TITLE SHEET • LOOK FOR THE THREE STORY BUILDING NEAR THE HWY 217/ 1 -5 INTERCHANGE. \ WIRELESS O igi _ ZONING CONTACT 14 \„ PROPERTY OWNER OF O . Sheet no T1.0 VICINITY MAP PROJECT SUMMARY APPROVALS PROJECT TEAM t. I LEGEND I GENERAL NOTES I SPECIAL INSPECTIONS: ven�jwireless • Technology4Associates _ SYMBOLS 1. THE FACILITY IS AN UNOCCUPIED SPECIALIZED MOBILE RADIO FACILITY. 1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN Interactional Corporation DETAIL No. INDEPENDENT SPECIAL INSPECTOR PER THE 2007 OREGON V _ _ _ _ _ DETAIL ROOM NAME ROOM NAME 2. PLANS ARE NOT TO BE SCALED AND ARE INTENDED TO BE A GRAPHIC STRUCTURAL SPECIALTY CODE. SEE SHEET A3.0 FOR A LIST OF Drawings Produced By: !7 REFERENCE Ia ROOM NUMBER REPRESENTATION OF THE FINAL INSTALLATION. THE WORK SHALL INCLUDE REQUIRED INSPECTIONS. SHEET No. FURNISHING MATERIALS, EQUIPMENT, APPURTENANCES AND LABOR • o ' - o' HEIGHT NECESSARY TO COMPLETE ALL INSTALLATIONS AS INDICATED ON THE 2. THE SPECIAL INSPECTOR SHALL PROVIDE A COPY OF THEIR REPORT GAZLEY 0 _ BUILDING AF MARKER DRAWINGS. TO THE OWNER, ARCHITECT, STRUCTURAL ENGINEER, CONTRACTOR PLOWMAN KU SECTION 000.0 FINISH AND BUILDING OFFICIAL AS EACH TEST IS COMPLETED. v ARCHITECTS SPOT GRADE 3. PRIOR TO THE SUBMISSION OF BIDS, THE CONTRACTOR SHALL VISIT THE 2701 NW Vaughn JOB SITE AND BE RESPONSIBLE FOR ALL CONTRACT DOCUMENTS, FIELD 3. ANY MATERIAL WHICH FAILS TO MEET THE PROJECT SPECIFICATIONS $utu oo' EING Aril- - -- W SECTION oD SXISTPOT G RA DE Portland, Or. 97210 CONDITIONS AND DIMENSIONS AND CONFIRMING THAT THE WORK MAY BE SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE 503 274 7800 ACCOMPLISHED AS SHOWN PRIOR TO PROCEEDING WITH CONSTRUCTION. ARCHITECT AND THE STRUCTURAL ENGINEER. SPECIAL INSPECTOR 5032747803 Far AI EXTERIOR •=> DOOR ANY DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE TESTING REQUIREMENTS APPLY EQUALLY TO ALL BIDDER DESIGNED COMPONENTS. NUMBER PROJECT MANAGER. AO A ke ELEVATION p WINDOW ■ - a / .air TYPE 4. THE CONTRACTOR SHALL RECEIVE, IN WRITING, AUTHORIZATION TO 4. INSPECTION FOR PREFABRICATED CONSTRUCTION SHALL BE THE STtv S2w r.x.Pt mm PROCEED BEFORE STARTING WORK. SAME AS FOR THE MATERIAL USED IF THE CONSTRUCTION TOOK y'7 . es - PLACE 0 - - GRID LINE 0 NOTE 5. THE CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND MATERIALS IN ON SITE. APPROVED WILL NOT BE CERTIFIES HE RED ' CREI t t ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS UNLESS A/ 1 WALL CONSTRUCTION AND FURNISHES EVIDENCE OF COMPLIANCE. SPECIFICALLY OTHERWISE INDICATED OR WHERE LOCAL CODES OR OF Q-- - -- MATCH LINE TYPE ACCORDANCE TAKE PRECEDENCE. 5. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT CERTIFYING 0 EQUIPMENT TYPE THAT ALL WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST WORK POINT 6. ALL WORK PERFORMED AND MATERIALS INSTALLED SHALL BE IN STRICT OF THE SPECIAL INSPECTOR'S KNOWLEDGE IN CONFORMANCE WITH D REVISION ACCORDANCE WITH APPLICABLE CODES, REGULATIONS AND ORDINANCES. CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, THE APPROVED PERMIT PLANS AND SPECIFICATIONS AND THE S► ORDINANCES, RULES, REGULATIONS AND LAWFUL ORDERS OF ANY PUBLIC APPLICABLE WORKMANSHIP PROVISIONS. , INTERIOR © P ELEVATION AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK. MECHANICAL V AND ELECTRICAL SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ALL SITE NOTES: APPLICABLE MUNICIPAL AND UTILITY COMPANY SPECIFICATIONS AND LOCAL AND STATE JURISDICTIONAL CODES, ORDINANCES AND APPLICABLE REGULATIONS. 1. USE APPROVED MATERIAL FROM FOUNDATION EXCAVATION TO FILL EQUIPMENT 7. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK USING BEST AND GRADE SITE WITH CROWN AS INDICATED. COMPACT TO 95 %. SKILLS AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, 2. GRADE SITE WITH CROWN FROM SHELTER. SLOPE TO ALL EDGES OF UTILITY POLE -0- FIRE HYDRANT - 0- SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF SITE PERIMETER A 2.5 %. E-- POLE GUY WIRE LIGHT STANDARD THE WORK UNDER THE CONTRACT INCLUDING CONTACT AND COORDINATION WITH THE PROJECT MANAGER AND WITH LANDLORD'S AUTHORIZED 3. EXCAVATE MINIMUM NECESSARY TO GRUB SITE; REMOVE SOD, ROOTS REPRESENTATIVE. AND ALL UNSUITABLE SOIL FROM PROJECT. 8. PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS 0 0 MATERIALS THAN 2 -A OR 2 -A1OBC WITHIN 5 FEET OF TRAVEL DISTANCE TO ALL 4. FINISH SITE WITH 4" OF 3/4 MINUS WITH NO FINES. OVER 4" OF o PORTIONS OF THE PROJECT AREA DURING CONSTRUCTION. 1 1/2" MINUS CRUSHED ROCK. APPLY OVER GEOTEXTILE. a o w r • • ••• • :1 CONCRETE EARTH COMPACT TO 98% MAX DENSITY PER ASTM 01557. TREAT GRAVELED -. a 9. THE CONTRACTOR SHALL PROVIDE SITE FOREMAN WITH A CELLULAR SITE WITH APPROVED WEED STERILIZER. - w o L CMU GRAVEL PHONE, AND KEEP SAME ON SITE WHENEVER ANY PERSONNEL ARE ON o v0000moo. BRICK 1;: SAND SITE. 5. MIRIAFI BRAND GEOTEXTILE FABRIC OVER COMPACTED SUBGRADE 0 i �1 GYPSUM WALLBOARD PLYWOOD 10. DETAILS ARE INTENDED TO SHOW END RESULT OF DESIGN. MINOR UNDER ALL NEW GRANULAR SURFACES. - � T Y o MODIFICATIONS MAY BE REQUIRED TO SUIT JOB DIMENSIONS OR w c7 M BATT INSULATION - - FINISH WOOD CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF 6. WHERE NECESSARY DUE TO SOIL SITE CONDITIONS: REMOVE No. Date By Revisions THE WORK. UNSUITABLE MATERIAL AND REPLACE WITH 4 -6" LIFTS OF 4° MINUS RIGID INSULATION ® WOOD (CONT.) CRUSHED ROCK COMPACTED TO 95 %. REVIEW WITH PROJECT File no. 08193 STEEL (\ I WOOD BLOCKING 11. THE CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO PROTECT MANAGER PRIOR TO PROCEEDING WITH WORK. Date 09/19/08 EXISTING IMPROVEMENTS, PAVING, CURBS, GALVANIZED SURFACES, ETC., AND UPON COMPLETION OF WORK, REPAIR ANY DAMAGE THAT OCCURRED 7. SLAB BASE: 3 4" MINUS CRUSHED ROCK COMPACTED TO 92% Designed by off vmoi�i ALUMINUM EXIST. STRUCTURE DURING CONSTRUCTION TO THE SATISFACTION OF THE PROJECT MANAGER MODIFIED PROCTOR MAX. DRY DENSITY IN ACCORDANCE WITH ASTM Drawn by EX AND /OR LANDLORD. D1557 OR AASHTO T -180 Checked by 8101 Approved by S1o0' LINE TYPES 12. ON A DAILY BASIS: KEEP GENERAL AREA CLEAN, HAZARD FREE AND DISPOSE OF ALL DIRT, DEBRIS, RUBBISH AND REMOVE EQUIPMENT NOT NEW WORK - ss - ss - SANITARY SEWER SPECIFIED AS REMAINING ON THE PROPERTY. LEAVE PREMISES IN CLEAN - - DEMOLITION WORK - so - SD - STORM SEWER CONDITION AND FREE FROM PAINT SPOTS, DUST OR SMUDGES OF ANY STRUCTURAL STEEL: SEE SHEET A3.0 Dote issued : 08/15/08 CENTERLINE - FD - FD - FLOOR DRAIN NATURE. Dote issued for Zoning Permit PROPERTY / LEASE LINE - Co - RD - ROOF DRAIN 13. CONTRACTOR TO PROVIDE COMPLETE SET OF AS -BUILT DRAWINGS WITHIN Dote issued for Building Permit : 09/18/08 --\/\- BREAK LINE 10 WORKING DAYS OF PROJECT COMPLETION. Dote issued -- -too - - EXISTING CONTOUR - cos - cos - GAS I or Old . --0333--- NEW CONTOUR - w - w - WATER 14. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL Date issued . - FM - ow - HOT WATER SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. for construction: - O AR CS' , w - x - x - EXIST. CHAINLINK FENCE - cw - cw - COLD WATER 15. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE - o--a- -o - EXIST. WOOD FENCE LATEST REVISION. �]� Project title : x - x - CHAINLINK FENCE - • -- - ANTENNA CABLE 16. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL 1/ POR - c - a - GROUND EXISTING UTILITIES WHETHER SHOWN HERON OR NOT AND TO PROTECT ' 7 M. N. P TUALATIN ' - P- P- POWER - Gov - col - GENERATOR THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF TAX LOT OW262492 -- T - T - TELCO - E - E - ELECT. CONDUIT REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE PROSECUTION OF • 6975 SW SANDBURG 5T. - PAT - PAT - POWER & TELCO - c - c - CONDUIT THIS WORK. • W. ► ,.• �1 ,µ, 6 OR 97223 17. ALL ITEMS REMOVED OR DAMAGED DURING CONSTRUCTION WORK WILL BE � OREGON - - arm - - OVERHEAD POWER REPLACED OR REPAIRED TO MATCH EXISTING. O Sheet title OH - - On - - OVERHEAD TELCO '4 � GENERAL NOTES - - - - OVERHEAD OF O AND LEGEND Sheet no. : . T2.0 P NOTES: M1 LANDSCAPE SPECIFICATIONS D) IF HEAVY CLAY IS ENCOUNTERED, AMEND PLANT HOLE BACKFILL WITH 50% NATIVE SOIL, AND 50% MIX OF COMPOSTED MULCH verIzEjWlf@I @SS AND SOIL DRAINAGE AMENDMENT. CREATE DRAINAGE AWAY FROM HOLE IF IT HOLDS WATER. 1.00 GENERAL E) FERTILIZE ALL PLANTINGS WITH SPECIFIED °PHC TRANSPLANT SURVIVAL KIT OR APPROVED EQUIVALENT AND APPLY PER MANUFACTURER'S RECOMMENDATIONS. FERTIUZE RHODODENDRONS AND MOUNTAIN LAUREL WITH ° PHC COMPETE PLUS OR ' 1.01 ALL SITE PLAN DIMENSIONS AND CONDITIONS, BUILDING DIMENSIONS. AND SITE DEVELOPMENT SHOULD BE VERIFIED PRIOR TO APPROVED EQUIVALENT AND APPLY PER MANUFACTURER'S RECOMMENDATIONS. T @CIIROIDQy Associates INSTALLATION. F) LIMIT PRUNING TO THE REMOVAL OF INJURED TWIGS AND BRANCHES, UNLESS OTHERWISE DIRECTED. ALL INJURED TREE ROOTS TO tnlern�llon�l Corporation BE PRUNED VERTICALLY WITH A SHARP KNIFE BEFORE PLANTING. 1.02 SCOPE OF WORK Drawings Produced By: A) FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPUSH SOIL PREPARATION, PLACEMENT G) AFTER SETTING BALLED PLANTS, COMPLETELY REMOVE TWINE OR WIRE BINDING + FOLD BACK BURLAP FROM ONE HALF OF THE ROOT BALL. NON- BIOLOGICAL WRAPPING SHOULD BE REMOVED. DO NOT PLANT IF ROOTBALL IS BROKEN OR CRACKED. WHEN AND GRADING OF TOPSOIL MATERIAL, PLACEMENT AND GRADING OF FILL MATERIAL (IF REQUIRED). PLACEMENT OF SPECIFIED SETTING CONTAINARIZED PLANTS, CAREFULLY REMOVE POT AND SUPERFICIALLY CUT EDGE ROOTS ON THREE SIDES WITH A KNIFE. DO V PLANT MATERIAL, FERTILIZERS, STAKING AND MULCH, PROTECTION, MAINTENANCE, GUARANTEE, CLEANUP, DEBRIS REMOVAL, NOT PLANT IF THE ROOT BALL BREAKS OR LOOSENS. BACKFILL TO BOTTOM OF THE PLANT BALL. GAZLEY AND RELATED ITEMS NECESSARY OR INCIDENTAL. TO COMPLETE THE WORK SHOWN AND SPECIFIED. OBTAIN NECESSARY 1.PLACE OPEN ANGLED END OF DRIWATER TUBE DIRECTLY AGAINST AND FACING ROOT MASS. PLOWMAN PERMITS AND INSTALL PER LOCAL MUNICIPAL CODE AS WELL AS NEIGHBORHOOD CODES. COVENANTS AND RESTRICTIONS AND PER 2.WHEN MORE THAN ONE TUBE IS REQUIRED, SPACE THEM EVENLY AROUND THE ROOT MASS. PLACE CAP ON TUBE PRIOR TO ARCHITECTS MANUFACTURER RECOMMENDATIONS WHERE APPLICABLE. BACKFILLING. 2701 NW Vaughn H ) TREE SUPPORTS Sur" 769 1.03 SITE PREPARATION Portland, Or. 97210 A PROTECT EXISTING TREES AND SHRUBS TO REMAIN ON SITE DURING CONSTRUCTION BY FENCING OFF WITH 4' TEMPORARY 1 • WOOD STAKES: 2 INCH X 2 INCH X 8 FEET ROUGH DOUGLAS FIR STAKES, STANDARD, OR BETTER GRADE, FREE OF LARGE 503 274 zero ORANGE POLY FENCING. APPLY ° PHC MYCROTREE VERTIMULCH OR APPROVED EQUIVALENT WITHIN DRIP UNE AND 10' BEYOND, PER KNOTS, PRE - STAINED WITH ONE COAT OIL BASE WOOD STAIN, OLYMPIC REDWOOD NATURAL TONE #717 OR APPROVED EQUAL. 5032747803Fa MANUFACTURER'S RECOMMENDATIONS OR EXISTING TREES AND VEGETATION AREAS TO REMAIN WITHIN 10' OF CONSTRUCTION ACTIVITY. 2. TREE TIES: BROAD BELT -TYPE STRAPPING, OR PLASTIC CHAIN (MIN. 1.5 INCH WIDTH). SUBMIT SAMPLE FOR APPROVAL. 3. GUY WIRE AND ACCESSORIES: 3/32 INCH MIN. 5 STRAND GALVANIZED STEEL WIRE ROPE. INSTALL 12 INCH LENGTH OF 3/4 4B 4/1 IMMEDIATELY REPORT ANY DAMAGE TO EXISTING TREES AND VEGETATION TO OWNER. REPLACE DAMAGED TREES OR VEGETATION WITH INCH PVC PIPE FLAG ON EVERGREEN G. 5/16 INCH GALVANIZED TURNBUCKLES AND EYE HOOKS. S�> SAME SPECIES AND SIZE AS EXISTING WHERE DAMAGE IS DETERMINED TO BE LIFE- THREATENING BY A UCENSED LANDSCAPE ARCHITECT, ♦ A AND IF A TREE A CERTIFIED ARBORIST. REPAIR NON -UFE THREATENING DAMAGE AS DIRECTED BY UCENSED LANDSCAPE ARCHITECT OR 4. TREE WRAP: CORRUGATED, OR CREPE PAPER, DESIGNED -SPECIFICALLY TO RESIST INSECT INFESTATION AND SUN SCALD. gSTEVFN II. N. aLONw CP CERTIFIED ARBORIST UNLESS REPAIR IS REJECTED BY OWNER. 3.03 TRANSPLANTING: • 1.04 RESPONSIBILITY A) WHEN POSSIBLE, TRANSPLANT IN THE FALL, WHILE THE ROOTS ARE STILL GROWING, THE TOP GROWTH HAS 9 KRUM ' °Ef °r Z A) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ADJACENT PROPERTY, EXISTING PLANT STOPPED, AND THE LEAVES HAVE FALLEN. I MATERIAL DESIGNATED FOR PRESERVATION, AND THE SAFETY OF THE GENERAL PUBUC. B). DIG PLANT MATERIAL ALLOWING FOR A ROOT BALL THAT IS THE SAME DIAMETER AS THE PLANT'S DRIP LINE, OR A MINIMUM OF °6 OF B) THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING HIS WORK WITH ALL OTHER TRADES AS NEEDED. ONE FOOT OF DIAMETER PER CALIPER INCH OF THE TRUNK, TO A DEPTH OF 24 TO 30 INCHES. C) UTILITIES: THE LANDSCAPE CONTRACTOR SHALL CALL FOR UNDERGROUND UTILITIES LOCATE PRIOR TO COMMENCING WORK. BE HELD C) TIGHTLY WRAP ROOT BALL WITH BURLAP TO KEEP ROOT BALL INTACT. PROTECT THE ROOTS AT ALL TIMES FROM DRYING AIR, SUN, RESPONSIBLE FOR PROTECTION OF, AND ANY DAMAGE TO EXISTING UTILITIES AND STRUCTURES, AND SHALL VERIFY THE LOCATION OF AND FREEZING TEMPERATURES. 'HEEL IN AND MAINTAIN IN ACCORDANCE WITH ACCEPTED HORTICULTURAL UTIUTIES WITH THE GENERAL CONTRACTOR. PRACTICES. C) TO REDUCE WATER LOSS BY TRANSPIRATION, APPLY A TRANSPIRATION - INHIBITING CHEMICAL, PER MANUFACTURER'S 1.05 VERIFICATION OF EXISTING CONDITIONS RECOMMENDATIONS, AT TIME OF DIGGING. A) BEFORE PROCEEDING WITH ANY WORK, THE LANDSCAPE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS, INCLUDING D) REDUCE THE LEAF BEARING SURFACE (BY THINNING OUT) OF BARE ROOT TREES AND SHRUBS BY ABOUT 50 %; BALLED & ADVERSE DRAINAGE. SHOULD ANY ERRORS OR CONFLICTS IN DRAWINGS OR SPECIFICATIONS OCCUR, THE LANDSCAPE CONTRACTOR ' BURLAPPED TREES AND SHRUBS BY ABOUT 25 %. SHALL NOTIFY THE ARCHITECT IMMEDIATELY. E) ALL TRANSPLANTED MATERIALS SHALL REQUIRE THE SAME SOIL PREPARATION, PLANTING, AND STAKING AS NEW PLANT MATERIAL. F) PLANT SHRUBS AND TREES UPRIGHT AND FACE TO GIVE BEST APPEARANCE. 2.00 MATERIALS G) LOOSEN AND REMOVE BINDING AND BURLAP FROM AROUND TOP OF EACH ROOT BALL. STAKE TREES IMMEDIATELY AFTER PLANTING. 2.01 PLANT MATERIAL SHALL CONFORM AMERICAN TO N ASSOCIATION OF NURSERYMEN GRADES AND STANDARDS AS PUBLISHED IN H) PLACE AND COMPACT BACKFILL SOIL MIXTURE CAREFULLY TO AVOID INJURY TO ROOTS. AND FILL ALL VOIDS. THE 'AMERICAN STANDARD FOR NURSERY STOCK" AND AS NOTED ON DRAWING AND AS FOLLOWS: I) WHEN HOLE IS NEARLY FILLED, COMPLETELY SOAK AND ALLOW WATER TO SOAK AWAY AT LEAST TWO TIMES, OR AS NECESSARY TO A) TREES TO BE SELF - SUPPORTING, WITH FULL HEADS AND LEADERS INTACT. COMPLETELY WATER INDIVIDUAL PLANTS. B) ALL SHRUBS, TREES, AND GROUND COVER TO BE FULL AND BUSHY. ALL TREES TO BE STRAIGHT TRUNK WITH LEADER INTACT, EXCEPT MULTI -TRUNK TREES, WHICH MAY HAVE IRREGULAR TRUNKS. ALL ROOT BALLS SHALL BE INTACT AND HAVE NO MORE 3.04 MULCHTOP- DRESSING THAN 10% CLAY AND /OR SILT CONTENT AND BE FREE OF WEEDS. A) PROVIDE 2 (AFTER COMPACTION) LAYER OF SPECIFIED COMPOSTED MULCH ON ALL PLANTER BEDS AS A TOP- DRESSING AND C) PLANT MATERIAL MAY BE REJECTED AT ANY TIME BY THE LANDSCAPE ARCHITECT AND /OR OWNER DUE TO CONDITIONS, WITHIN THE DRIP UNE OF ANY NEW PLANTING WITHIN EXISTING VEGETATION AREA. MAXIMUM DEPTH OF MULCH AT CROWN OF FORM, OR DAMAGE, BEFORE OR AFTER PLANTING. PLANTS TO BE ONE -HALF INCH. 2.02 TOPSOIL 3.05 FINAL CLEAN -UP to o A) NORTHWEST WASHINGTON COMPOST, LLC (360- 563 -2408) 'THREE -WAY TOPSOIL MIX' OR APPROVED EQUIVALENT. A) CLEAN ALL PLANTING AREAS AND FINISH RAKE. WASH CLEAN ALL BUILDING AND PAVING SURFACES THAT WERE AFFECTED BY LANDSCAPE INSTALLATION. a S Q 2.03 LANDSCAPE FILL MATERIAL o w 0 Z A) SANDY LOAM MATERIAL WITH LESS THAN 10% CLAY AND /OR SILT CONTENT AND FREE OF ROCK AND DEBRIS OVER 2 3.06 PLANT PROTECTION INCH DIAMETER. A) PROTECT ALL PLANT MATERIALS, DURING TRANSPORT AND ON SITE, AGAINST HARM FROM WIND, UNUSUAL WEATHER, AND THE PUBUC o IN ACCORDANCE WITH ACCEPTED HORTICULTURAL PRACTICE. SPECIAL PLANTING TECHNIQUES, DEFOUATING, WILT PROOFING, OR SPRAY 2.04 SOIL DRAINAGE AMENDMENT MISTING MAY BE REQUIRED FOR UNSEASONABLE PLANTING ETC. C in 4 A) SOIL DRAINAGE AMENDMENT SHALL BE 50/50 MIX OF WASHED SAND & 3/8 -INCH PEA GRAVEL. B) LANDSCAPE CONTRACTOR IS UABLE FOR DAMAGES OF LOSS OR INJURY TO EXISTING TREES AND SHRUBS RESULTING FROM THE o x o CONTRACTOR'S FAILURE TO PROTECT THEM. THE JUST VALUE TO BE DETERMINED BY THE VALUATION OF LANDSCAPE TREES, 0 w 0 1 2.05 COMPOSTED MULCH SHRUBS AND OTHER PLANTS, CURRENT EDITION. No. Dote By Revisions A) NORTHWEST WASHINGTON COMPOST, LLC (360- 563 -2408) ° SUMMIT COMPOST° OR APPROVED EQUIVALENT. 4.00 MAINTENANCE File no. 08193 2.06 FERTILIZERS & AMENDMENTS Dote 08 /18/08 A) PLANT HEALTH CARE, INC. (800- 421 -9051) ° TRANSPLANT SURVIVAL KIT OR APPROVED EQUIVALENT WHICH INCLUDES 4.01 THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE DURING THE CONTRACT PERIOD FOR KEEPING ALL PLANTINGS AND WORK ENDO /ECTOMYCORRHIZAL FUNGAL INNOCULANT, 12 -8 -8 BIOFERTIUZER TABLETS. BIOSTIMULANT AND TERRA -SORB PLANTING GEL. INCIDENTAL THEREOF IN GOOD CONDITION BY REPLANTING, PLANT REPLACEMENT, WATERING, WEEDING, CULTIVATING, PRUNING, Designed by BW( SPRAYING, REGUYING AND OTHER NECESSARY OPERATIONS OF CARE FOR THE PROMOTION OF ROOT GROWTH AND PLANT UFE. APPLY PER MANUFACTURER'S RECOMMENDATIONS. Drown by EX B) PLANT HEALTH CARE, INC. (800- 421 -9051) ° COMPETE PLUS OR APPROVED EQUIVALENT FOR RHODODENDRONS AND LANDSCAPE CONTRACTOR WILL PERFORM ABOVE MAINTENANCE DUTIES IN ALL LANDSCAPE AREAS UNTIL FINAL ACCEPTANCE BY THE OWNER. Checked by 810( MOUNTAIN LAURELS. APPLY PER MANUFACTURER'S RECOMMENDATIONS. Approved by 5100+ C) PLANT HEALTH CARE, INC. (800- 421 -9051) ' MYCORTREE VERTIMULCH" OR APPROVED EQUIVALENT. APPLY WITHIN DRIP UNE 4.02 PATHS, SIDEWALKS AND ALL OTHER PAVED SURFACES SHALL BE KEPT CLEAN WHEN PLANTING AND MAINTENANCE OPERATIONS ARE OF EXISTING TREES AND SHRUBS AND 10' BEYOND, IN AREAS DISTURBED BY CONSTRUCTION. PER MANUFACTURER'S IN PROGRESS. RECOMMENDATIONS. Date issued 08/18/08 D) PLANT HEALTH CARE, INC. (800- 421 -9051) YUCCAH WETTING AGENT OR APPROVED EQUIVALENT. APPLY PER 4.03 VERIZON WIRELESS SELECTS NATIVE ACCUMATED AND /OR DROUGHT TOLERANT PLANT SPECIES. PLANTINGS ARE INSTALLED ONLY DURING MANUFACTURER'S RECOMMENDATIONS. SEASONS OF LOCALLY ACCEPTED PRACTICE. IN THE EVENT OF UNFORESEEN CUMATOLOGICAL EXTREMES, VERIZON WIRELESS WILL PROVIDE Date issued for E) 10 LBS. GYPSUM (CALCIUM SULFATE) PER 1000 SQUARE FEET. MANUAL WATERING AS NEEDED. zoning Permit : F) 20 LBS. JERSEY GREENSAND , PER 1000 SQUARE FEET. Date issued for 5.00 WARRANTY Building Permit : 09/18/08 3.00 EXECUTION Dote issued 3.01 1 SOIL PREPARATION 5.01 WARRANTY MATERIALS AND WORKMANSHIP FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE. for Bid A) WHERE TOPSOIL HAS BEEN REMOVED OR DISTURBED, PREPARE PLANTER BEDS AS FOLLOWS. COARSE TILL TO A DEPTH OF 12 Date issued • INCHES THEN APPLY A MINIMUM OF 3 INCHES (AFTER COMPACTION) OF SPECIFIED COMPOSTED MULCH ALONG WITH THE 5.02 OWNER SHALL MAINTAIN AND IRRIGATE AS NECESSARY FOR HEALTHY PLANTS. I for Construction: " SPECIFIED JERSEY GREENSAND AND GYPSUM AND FINE TILL INTO THE TOP 6 INCHES OF THE SUBSOIL. THEN APPLY 6 INCHES 5.03 LANDSCAPE CONTRACTOR SHALL NOT BE RESPONSIBLE FOR REPLACEMENT OF PLANT MATERIALS DAMAGED, OR KILLED • OF SPECIFIED TOPSOIL, TO PROVIDE FOR EASE OF GRADING AND A HEALTHY TOPSOIL MEDIUM. APPLY PHC'S 'YUCCAH NATURAL POOR MAINTENANCE. Project title : WETTING AGENT OR APPROVED EQUIVALENT AS A SOIL DRENCH PER MANUFACTURER'S RECOMMENDATIONS. IF HEAVY CLAY IS rr �� POR ENCOUNTERED, EITHER REMOVE CLAY OR TILL IN ALL OF THE FOLLOWING: 2 INCHES COMPOSTED MULCH, 2 INCHES SOIL DRAINAGE 5.04 LANDSCAPE CONTRACTOR SHALL REPLACE ANY PLANT MATERIALS THAT DIE OR APPEAR UNHEALTHY WITHIN THE W• 7 '" ,, I ' 'ERIOD. AMENDMENT AS SPECIFIED (50/50 MIX OF WASHED SAND & 3/8 -INCH PEA GRAVEL) AND ABOVE SPECIFIED AMENDMENTS ff TUALATIN INSTEAD OF THE 4 INCHES OF COMPOST. THEN APPLY TOPSOIL AS SPECIFIED ABOVE. REMOVE ALL DEBRIS AND ROCK OVER 2". 5.05 LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR MISSING AND /OR VANDAUZED MATERIALS UNTIL THE PROD: , a+ Ai. N. P / TAX LOT #W262492 3.02 PLANTING, GUYING AND STAKING (PER DETAILS AND AS FOLLOWS). FINAL ACCEPTANCE BY THE LANDSCAPE ARCHITECT AND /OR OWNER. 6975 SW SANDBURG ST. A) PLANT ONLY DURING SEASONS OF LOCALLY ACCEPTED PRACTICE. • TIGARD, OR 97223 B) CROWN OF PLANT SHALL BE SLIGHTLY HIGHER, AFTER SETTING, THAN ADJACENT SOIL. • 4 • A. L d' S C) LAYOUT ALL MASS PLANTINGS PER DETAIL AND MAINTAIN A 2' CLEARANCE FOR CAR OVERHANG AND FROM PAVING, WALLS, CURBS AND PROPERTY LINES. PO�AND, OREGON V �+ �/ Sheet title 71'4 LANDSCAPE SPECIFICATIONS Vl - O r` Sheet no. : LANDSCAPE SPECIFICATIONS 11x17 SCALE 1 LI.0 • ADJAC ENT ZONNG I: ADJACENT ZONING: \ ZONE: C -P ZONE: C - / P \ I (PROFESSIONAL COMMERCIAL) I (PROFESSIONAL COMMERCIAL) • JURISDICTION: JURISDICTION: \ \ / Ve / /�Wlf@I6SS CITY OF TIGARD CITY OF TIGARD / EXISTING / Technolopy'Associates —{ — — — — — — — — — \ BUILDING I' 7 International Corporalloe 1 \ Drawings Produced By: I \ • I \ 1 \ / GAZLEY j \ \ r I \ \ ■ \ / of vw vaugnn , ARCNI \ I :° J / 1 I / / 1 \ r I dD I \ Y.N.PLaMN� �I \ / y 1 I EXISTING / BUILDING / �,INO, �ao1.� / I / 1 ' 0 pQ EXISTING \ \ / ■ / PARKING \ - i \ / r I J 51.7 -7-0111& V I ! • ZONE: C -P PROFESSIONAL COMMERCIAL) 1 JURISDICTION. CITY OF TIGARD I . / . ADJACENT ZONING. / ( I I ZONE: I -P (INDUSTRIAL PARK) \ JURISDICTION: CITY OF TIGARD 1 \ j a UTILITY ROUTING PLAN 1 ROUTE ACCESS F SITE I EXISTING \ o BUILDING s` a k \ - w U L- i ----) r — — — — __-- ____---_-- — — — — — _ — ---------- --------... i I \ O `� y \ ■ No. Dote By Revisions \ • \\ File no. 08193 I ADJACENT ZONING I A ZONING; I \ \ Date 09/18/08 ZONE: I -P (INDUSTRIAL PARK) ZONE: C -P (PROFESSIONAL COMMERCIAL) \ JURISDICTION: CITY OF TIGARD JURISDICTION: CITY OF TIGARD i \ \ Designed by 810( Drawn by EK \ Checked by 819( I / I i i ` \ \ Approved by 5101P EXISTING \ \ Date issued : 08/15/08 , EXISTING BUILDING \ Dale i ssued for / / , , \ \ Zoning Permit BUILDING \ Date issued for \ Building Permit :09/18/08 ■ ' \ for Sid \\ Date issued / EXISTING / \ for Conslruclior.: 7 BUILDING \ 1 \ Project title : \ O 41114 \ POR l — - ∎ I / 1 \ \\ '� TUALATIN n J • N. P I W / \ / TAX LOT 262492 6975 S 4 A 7223 \ / • \ TIGARD , OR 97227 ST. • SW SANDBURG STREET `; •.M• Sheet title \ OVERALL ADJACENT ZONING — — r----- - - - - -- — \ /' \ \ \ SITE PLAN ZONE: I -P (INDUSTRIAL PARK) OF I JURISDICTION: CITY OF TIGARD I _ - \ \ Sheet no. � —. TT x3 224 SCALE: I .. 40• -0• I A1.0 OVERALL SITE PLAN 11x17 SCALE: ,• 8O' -0• 1 \ • 1 \ • Ille. • 1 \ \ \/ ) • \. V @ / %,wireless • t -- • \ \ N M. N. P / Technology Associates ' • `` 41/ International Corporation i • • • \` • ► µ •• . /, Drawings Produced By: • PORTLAND OREGON • \ PLOWMAN \ \ � ARCHITECTS ` . F O 2701 N Vaughn • • OF �,VV W • \ Suns 764 Portland, 97210 • \ 503 271 7800 • 503 271 7803 Fox • • �� Zfj f • N. N. PLa11N T \ \ ,9 POtfNC. 0EI 14 \ \\ \ d* O p 4� \ \ \ \ \ EXISTING • \ APPLETON TO /- • • • v • BE REMOVED \ ' • � �r EXISTING VERIZON \ \ \ \ `` EXISTING WIRELESS EQUIPMENT • \ JUNCTION ° LOCATED ON `\ I ROOFTOP • • `\ • I �\ • I • • \ l7jl .- w UC I ° EXISTING \ • `\ \44)0,,t, /- co p I 1_ 7PARKING \ `s \ � J Qo ' ,.1 EXISTING \ I 7BUILDING • \ EXIST s 4'yF o w c�7� STORM • ` \ \ No. Date By Revisions ° ! DRAIN I File no. 08193 EXIST. WATER `, Dote 09 /18/08 ° METER \ Designed by 8 \ 1 K Drawn by EK ss Checked by BILK \ Approved by 810P I VERIZON WIRELESS Ark I _ __ � '5 Dote issued : 08 /15/08 ° PROJECT AREA, SEE MR —i! \ Dote issued for • . Zoning Permit Dote issued for \ 09/18/08 ��� EXIST. � TRANSFORMER NEW ROUTE OF TO EXIST. CONDUIT AT a BUILDING � \ POR ° - � L) t \ TUALATIN 1b —J \ J // / I ` 8 - - -- - -� -- -- -- P- e _ 1` ^ r ^ T 6975 TAX LOT , SA W262492 7223 S7. G4 0 � pllq pAS *41 'OW* Aid a. t i ? 1T Frig' T T ` T T . TIGARD. OR s72z3 pp� ;�r,t, /��.i /��.i _P_ . -= �� �� b— P - "t• : -- 8114 P - / ■ - - -- EXISTING NATURAL GAS METER PROPERTY LINE -- P -�� EXISTING EXHAUST VAULT Sheet title N UTILITY NEW NATURAL GAS METER CONFIRM I ROUTING PLAN LOCATION WITH MECHANICAL ENGINEER I i Sheet no. : UTILITY ROUTING PLAN 22x34 SCALE: 1" 10 —o I A1.1 11x17 SCALE: 1 — 20• -0- • LANDSCAPING NOTES: . .\ 1. ALL NEW LANDSCAPING IS DROUGHT RESISTANT AND THEREFORE REQUIRES NO DEDICATED IRRIGATION. \ \ \ c Ve//�WIf818SS 2. FURNISH CONTAINERIZED WATER IN THE FOLLOWING AMOUNTS: x 1 GALLON: 3 QUARTS / PLANT • 5 GALLON: 5 QUARTS PLANT EXISTING PARKING \ 'rechn0lo at 2" CALIP. TREE: 10 -.12 QUARTS / PLANT (BASE ELEV. +0') x I otern111on11 Ass DOrpo lon 3. CONTRACTOR SHALL INSPECT TUBES 30 DAYS AFTER INSTAL- \ Drawin ?roduced By: o LATION AND EVERY 15 DAYS UNTIL FINAL ACCEPTANCE OF WORK. REPLACE WATER GEL PACKS AS NEEDED DURING INSPECTIONS. x V DRIPLINE OF TREE, APPROX 19' RADIUS -1' GAZLEY 4. CONTRACTOR SHOULD INSPECT TUBES EVERY 30 DAYS AND PLOWMAN REPLACE GEL PACKS AS NEEDED DURING DRY WEATHER FOR AT © NEW 6' HIGH HEDGE TO ARCHITECTS 1 NW LEAST ONE COMPLETE YEAR INCLUDING THE FIRST COMPLETE 1217 MATCH EXISTING x Su 64 Vaughn SEASON AFTER INSTALLATION. NEW CONCRETE PAD EXISTING 16" DIA DECIDUOUS \ 1 274 T REE TO REMAIN i �, 5032797803 Far EXISTING 6" CURB ������pp EXISTING 6' DIA SHRUB x `F>`""" TO BE REMOVED ` I 1 `. �1 1d �STEVDI IL II. MOON / \ I ^fi.J r3 i rAki i X . •� . 14I . I . 1 i vI .• .� N './Att*I ./S* OF \ /..._ _....' W /A..._ —0 ./_' / \I ./.' \I 44 n ,Th ' z :: x x x xl$� x x x x C x \ \N, / % 1 1' \ _ �� } c� �I x I / NEW LOCATION OF T x I �' EXISTING SIGN . ( -----) , , 1 • 1� I \ / /� J c U >/ X I u ( a�. a / \ ) IZON WIRELESS d j J " 1 'x15' LEASE AREA ` u �/ \ � d I _ I I ° . / °' �' ADA 6' -0" CHAINLINK FENCE � / V � � \ �� � � OLIGHTI EXHA�° x I Imo / a a � nry (NO BARBED WIRE) \ — / m CONTROL GENERATOR S I � ° ' \ \ / o Y CZ / U U. ° o / \ / co O EXISTING 5' DIA «</// /// /// --- \ \ / °' SHRUB TO REMAIN a ■ ----' —' — a a° "\ / / co 0 41 / • + _ �I � — — — — _ /X I / / E / / No. Dote By (Revisions ' I a a / / / / ,+, X I File no. 08193 8 / Dote 09 /18/08 All' I /GRAVEL / AREA I 1 O / 7 / / Designed by 811K + a SIM 4' -6" WIDE MANGATE x IN / / Drown by DC SPRINKLER HEAD TO BE RELOCATED -- \ BM / / / / Checked by B 7 / � C / X X X/ X X / $ � X X X X X X / J l / EXISTING SIGN TO BE Approved by $180' i / RELOCATED BY CONTRACTOR \ / P / / 2' -6" ( 11' -0" i ' / / Dote issued : 08/15/08 7 / / r / �1 Zon ngs Perm t for . AI � — 14' -O" - -2, / r 4 Bu Perm i : 09/18/08 1 NEW ROUTE OF POWER AND GAS / / / --- i • Dote issued 1 for Bid ® b Q --- / - Dote issued GT / — M . / / / r N. 1l p I for Construction: _ Q -3' -4' _ q p ■ Project title : � --� _ Q -5 • ∎ .�J r POR / _ _ , / PORTLAND. „tip. L A Q I __ / / --- / O TAX L BW262492 TIN 6975 SW SANDBURG ST. CP / _ — — — _ — — — — . /w. Nr_- IO TIGARD, OR 97223 Q / / Sheet title 9 / ti ENLARGED / C� Q / — _' 1. RELOCATE SPRINKLERS & LINES AS REQ. SITE PLAN / 2. SLOPE NOT TO EXCEED 2:1 liss / / n" Sheet no. : ENLARGED SITE PLAN 22x34 SCALE: 3/4" - 1' -0" I 4 Al .2 11x17 SCALE 3/8" - 1' -0" \/ verIpWireiess . KATOLIGHT 60kW NATURAL r y, Technology` iAssociates GAS GENERATOR r ♦ ♦y Inleraallon Cdl portllon JA ftrd 1 a . _ Drawings Produced By: i ♦ ♦ 4.4". ♦A ♦ S. - �ry _ _ - = =1 I / I��I � ♦ ♦ ♦ ♦ '. ♦ PLOWMAN _ -=i - \ D I �� ♦ � ♦� ,♦ ♦♦♦ ♦ • - - _� — ♦ ♦ ♦�� ♦ , z 01 NW Vaughn ARCHITECTS CO :1I ♦ � 2701 Or. 97210 N ♦ � ♦ ♦ ♦ �♦�` 503 274 7800 o .#.4:10.1*". I , :. �� o 503 v, 7803 Paz In I PARKING AREA % $*' *3 ♦�� c 3" CHAMFER ALL EDGES ♦ f : 4g ♦ 6" OF %" MINUS GRAVEL � — A � 4 � OR MATCH EXISTING • • s -• • .a ` ° 1 • •.. !. r -. `I I'I`I -, .. ♦♦ - " ei I_ I�I�.Ii 1 ° • a z d° ° • • ° ° •�• 4 • •t•. IN = / / \/ \/ \ • M t. d ° ° ° ° ° ° c I COMPACTED NATIVE BACKFILL —'7 �� ♦♦ % \ j� d ° ° ° \ j j\ \ c � \ / d ° a ° !y�• vim, ~ = • #5 AT 12" OC EACH WAY /,/� \ \ \ i \� / \ \ j \�j \�j \�� / % \ / / \ \ % \ ` OT\\ \ A \\ WITH 3 CLEAR TOP AND BOT. ' /. \/ \/ \/ �\ //,\ /�\ /�\ /�\ //,\ /�\ /�\ /�\ ` / ,NE: VERIFY PLACEMENT OF ALL STUB -UPS PRIOR TO CASTING SLAB ALE E 3/4' 1' -0- GENERATOR DETAIL (SIDE ELEVATION #1) 22X34 „X,7 SCSCALE : 3 22 %34 SCALE: 1 GENERATOR DETAIL (SIDE ELEVATION #2) 11X17 SCALE: 3/6" a 1' -0 2 CO 0 NOTE: CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS. NOTIFY ENGINEER INSIDE < 1 j OUTSIDE < o OF DISCREPANCIES, IF FOUND, AND CONTACT ENGINEER FOR DIRECTION. o w v ������/�ffff� / ��7 L / 1 7‘1 / 7 / 7 7 7 o INTERCEPT EXISTING / /E E XIST. INTEGRATED EXIST. FEEDER WHERE IT Lel / TVSS- MECHANICALLY AC FAIL REMOVE & ENTERS EQUIPMENT MATCH EXISTING FINISH o x o E RECONNECT SURFACE o W u O INTERLOCKED BREAKERS RELAY AS SHOWN EXISTING ROOM AND RE -ROUTE No. Dale By Revisions /1 / A ND SERVICE PANEL TO NEW ATS /' , 120/208V, 3PH, 4W 7 ---. COMPACTED BACK FILL File no. 08193 /r / — 1 4 / 7/7 / 7/ ffj O O EXISTING 3PH GEN PLUG (90% COMPACTION) Date 09/18/06 • / 7 / 7 TO BE REMOVED. USE BOX \ / \ • \ 1 200A/3P � / , AS J -BOX AND CONNECT / // I 1111 , 411 7/ / / UNDISTURBED SOIL \ \/\ \ / / \ \ g 9 X / TO EXISTING FEEDERS TO ? Designed by by /1 EQUIPMENT ROOM \ Drawn b D( (TVSS I-O �1 yrO{TVSS ( 2 1/2" C WITH f0 `.1- /,/ \ \\ .\ WARNING TAPE Checked b Y amp 4 \ / ` SAND BACKFILL 200A/3P - -- �200A/3P ELECT. ROOM (12 4/0 AWG, P 6 AWG, G l J # I • • C 1 / I GAS PIPING, SIZE Date issued : 08/16/08 • \ 1 Date issued for INEW ATS -3PH \ , PER MECHANICAL Zoning Permit : NEW GENSET -3PH / Date issued for OOO Building Permit : 08/18/08 0--"•-- 200A /3P MIIII_ Date issued for Bid • • O /.'-...\ Date issued 2 1/2 C WITH 2O0A /3P 0 / • 4 SAND BEDDING for Construction: /0 AWG, P (1) 2" DIA & (3) 1 ° DIA E XISTING EXISTING (4) 4 #6 AWG, G MIN VERIFY SC UNE/ 40 MANUFACTOURER� Project title CIRCUITS �• • 0 CIRCUITS All?e,x PRIOR TO INSTALLATION 'OR �i • O, TUALATIN REMOTE p I' TM LOT gw2e2492 START t..) 1° • C WITH N M. N• r 6975 SW SANDBURG 5T. NEW 20A 20A BREAKERS (5) #14 AWG, C / 11GARD, OR 97223 EQUIP. ROOM CALL BEFORE YOU DIG!! - (TYP. 2) • • �, EXIST. 1" C WITH • � ► • M • i !. ALARM PULL CORD OREGON Sheet title BLOCK PORTLAND, NATIONAL UTILITY ( , O GENERATOR EQUIPMENT ROOM 1 ° C WI TH NOTIFICATION CENTER �/ ('- I NOTE: v ELEVATIONS 8 (2) 12 AWG, P (( I. CALL TOLL FREE GAS LINE REQUIRES 12" MINIMUM /�� \ \ 2) # 12 AWG, N � �� DIAL 811 SEPA RATION FROM ALL OTHER UTILITIES O O DETAILS 2 12AWG,G V• Sheet no : SCALEl ONE LINE DIAGRAM 120/208V, 3PH, 4W ;;X37 SCALE NONE 13 TRENCH DETAIL 11X17 s /Z" a 1:_o: 1 A2.0 • 10' -0" PER PLAN TOP RAIL 4 " Ve/'j�Wireiess \ V ♦` '. , rr�rr rrr� r r r r rr�r •rte � ii ►♦ ♦♦�O i i00 O ♦ ♦� ♦ ♦ 00 O ♦ i ♦ ii ♦ i ♦ i = � Technology4Associates ;� y ; ♦ ; %���: ♦ : ♦ :O ♦ : ♦ , ♦ ;��i ;♦;pp♦ ♦ ;♦vti ;♦ ; , EN M. N. P I Ite,nallaa 1 Corp r.tIox • ♦ ♦♦♦� � ♦♦♦♦♦ ♦ ►♦♦♦♦♦♦ i♦♦♦♦♦ ♦♦ i►♦ i♦ i♦ i ♦i ♦ i ♦ i ♦ i ♦♦ i 0 i ♦ i � ♦ ♦ ♦ ♦♦♦♦♦♦♦♦♦ ♦ ♦ ♦ ♦ i :: :: :' :: � 7- ;! �nT WI H LO � • 1 I .M. 1 Drawngs produced Dy: O : ♦ : i ♦ ♦ : ♦ : ♦ : ♦ : ♦ : ♦ - - . . ., Oi ti: ♦ : ♦ : ♦ :�i` ik f TOP RAIL pORTLAND OREfAH ,. o ♦ ♦ � ! i ♦ i ♦ i ♦ i i i ♦ i ♦ d i ♦ i ♦ i ♦ OOD i ♦ i ♦ `• � ! �O ♦ i ♦ i ♦ i i i ♦ i ' ♦ i� !♦♦ i i♦ i♦ i♦ i♦♦♦ i♦ i♦ i ♦i ♦i� ♦�OO ♦♦ ♦♦♦ • y♦♦♦ ♦ ♦ ' STRETCH BAR ARCHfTE N i • ► ♦ ♦i ♦ ♦i ♦i ♦ ♦i ♦i ♦ ;� ♦i ♦i ♦i ♦ ♦ ♦i ♦i ♦ ♦ ♦ � - ♦ ♦ ♦ • ♦ , . • / /1 2701 NW Vhn pt ► ♦• ♦•O ♦gyp ♦� ♦O ♦♦♦ ♦ ♦ ♦O •� ♦ ♦ ♦ ♦ ♦ � e �:. - � i � i ♦ ♦ ♦ ♦ ♦� r 764 Q ♦ . . ♦ ♦ ♦ ♦ ♦ ♦ �♦ ♦ ." ♦ iy�` \�♦ ♦ . �♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦ ♦,.♦ ♦ ♦ ♦ ♦ if Portland, Or. 97210 i i♦ ♦ ♦ ♦:►♦♦ ♦ ♦ ♦ ♦� i ♦ ♦♦ ♦ ♦ ♦ ♦p ♦♦ ♦♦ ♦ ♦ ♦� �.� .� ♦♦ � ♦ ♦ ♦ ♦♦ ♦♦♦ ♦ ♦ ♦♦ ♦♦♦♦♦ ♦ , '♦ ♦ i ♦♦♦♦♦ ti♦�i♦ ♦ ��_ . ♦ �.� ♦♦♦♦♦♦♦i♦♦�i♦♦♦♦♦ i♦� ♦ ♦ �� '' ��♦ I ►♦ _�_�� ♦ __� ♦ AAA���♦ I s i�♦� ♦tie♦�� i��� 503 Far \ �� � 1 I I BURLAP I - I T R U S S O R T E N SIO N R � -I I I- • \ F - - - - - -7 GI - I 11 - � - i �_�- I- -� -� -� �_� 1 =1 CRUSHED ROCK 5� �� cc w • L - .71 III - III I I -I I - - III - III -� I I- III -I �� - � -� I 0.• (2) 2 DIA PRESSURE o M z w z I AS REQ I I I I T REATED DOUG FIR STAKES yy N R �' I m 0 M I I I BALLED I y i7 L I 2 1- 0 N I BOTTOM RAIL, TYP I- 1n w o I I I � "GRO- STRAIGHT" TREE TIE �� o `` D OF z 0 m \ m w U w CHAIN LINK FABRIC _ _ _ L _ U _ WATERING `�� I, PLANT TABS (PER SPECS) 12" DIA. FOOTING ® LINE POST BASIN `i ; BARK MULCH - 2" DEPTH FINISH GENERAL NOTES 18 DIA. FOOTING ID GRADE GATE AND CORNER ``_ „ _. : n=n - n - 1. GATE POST AND CORNER POST: 4" O.D. PIPE, SCHED 40 POST COMPACTED !IU! STAKES SHALL EXTEND 2. LINE POST: 2 -7/8" O.D. PIPE, SCHED 40 BACKFILL - "� % /OO////////� MIN. ONE FOOT BELOW 3. GATE FRAME: 1 -7/8" O.D., SCHED 40 PER ASTM -F900 SOIL MIXTURE L BOTTOM OF PLANT PIT, 4. TOP, BRACE , AND BOTTOM RAIL: 1 -1/4" O.D. PIPE. SCHED 40 (PER SPECS) DO NOT PENETRATE ROOTBALL 5. FABRIC: 9 GA. CORE WIRE SIZE 2" MESH FABRIC TO TOUCH GRAVEL BASE 6. TIE WIRE: MINIMUM 11 GA. GALVANIZED STEEL NOTE: • NOTE: ALL FENCE SET ROOTBALL 1" ABOVE FINISH GRADE. REMOVE N LA 7. BARBED WIRE: DOUBLE STRAND 12 -1/2 0.D. TWISTED WIRE TO MATCH PIPING O : ALL F BURLAP FROM TOP 1/3 OF ROOTBALL. CUT ALL STRINGS. FABRIC WITH 14 GA., 4 PT. BARBS SPACED ON APPROXIMATELY 5" CENTERS ASTM- F1 H AL E FENCE PER 8. LATCH AND PADLOCK BY CONTRACTOR FENCE AND GATE 22%34 77 Sc: 1/2- - - -0" I 1 PLANTING DETAIL 22x34 SCALE NOT TO SCALE I 11x17 SCALE: NOT TO SCALE GENERAL STRUCTURAL NOTES; GENERAL CONCRETE NOTES: co o 1. WHERE A CONSTRUCTION DETAIL IS NOT SHOWN OR NOTED, THE DETAIL SHALL BE THE SAME AS FOR OTHER SIMILAR WORK. 1 A CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE ACI 301 -89, ACI 318 -95 AND THE SPECIFICATION FOR CAST -IN -PLACE < \ z 2. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES. o w 0 L. 2. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,500 PSI AT 28 DAYS UNLESS NOTED OTHERWISE. co 3. NO PIPES, DUCTS, SLEEVES, CHASES, ETC., SHALL BE PLACED IN SLABS, BEAMS, OR WALLS UNLESS SPECIFICALLY SHOWN OR NOTED, 0 NOR SHALL ANY STRUCTURAL MEMBER BE CUT FOR PIPES, DUCTS, ETC., UNLESS OTHERWISE NOTED. CONTRACTOR SHALL OBTAIN PRIOR 3. REINFORCING STEEL SHALL CONFORM TO ASTM A 615, GRADE 60, DEFORMED UNLESS NOTED OTHERWISE. WELDED WIRE FABRIC a° ,- AP FOR INSTALLATION OF ANY ADDITIONAL PIPES, DUCTS, ETC. SHALL CONFORM TO ASTM A 185 WELDED STEEL WIRE FABRIC UNLESS NOTED OTHERWISE. SPLICES CLASS ° B" AND ALL HOOKS SHALL 4. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF BE STANDARD UNLESS NOTED OTHERWISE. o w 0 ix CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY 4. THE FOLLOWING MINIMUM CONCRETE COVER SHALL BE PROVIDED FOR REINFORCING STEEL UNLESS SHOWN OTHERWISE ON DRAWINGS: No. Date By Revisions AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD VERIZON WIRELESS - AND THE ARCHITECT/ ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF CONCRETE CAST AGAINST EARTH 3 IN. File no. 08193 WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF VERIZON WIRELESS OR THE CONCRETE EXPOSED TO EARTH OR WEATHER: Date 09 /18/08 ARCHITECT /ENGINEER. #6 AND LARGER 2 IN. 5. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF #5 AND SMALLER & WWF 1 -1/2 IN. Designed by BIIX CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE, WORKERS AND PEDESTRIANS Drown by DC DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING FOR LOADS DUE TO CONSTRUCTION CONCRETE NOT EXPOSED TO EARTH OR WEATHER OR NOT CAST AGAINST THE GROUND: Checked by MK SLAB AND WALL 3/4 IN. EQUIPMENT, TEMPORARY STRUCTURES, AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE SITE BY THE Approved b BEAMS AND COLUMNS 1 -1/2 IN. y 2001 ARCHITECT /ENGINEER SHALL NOT INCLUDE INSPECTION OF SUCH ITEMS. 5. A CHAMFER 3/4" SHALL BE PROVIDED AT ALL EXPOSED EDGES OF CONCRETE U.N.O. IN ACCORDANCE WITH ACI 301 SECTION 4.2.4. 6. ASTM SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE OF THE LATEST REVISION. 6 . HOLES TO RECEIVE EXPANSION /WEDGE ANCHORS SHALL BE 1 /8" LARGER IN DIAMETER THAN THE ANCHOR BOLT, DOWEL OR ROD AND Dote Issued : 08/15/08 7. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOOR OR ROOF. LOAD SHALL NOT THE DESIGN LIVE SHALL CONFORM TO MANUFACTURER'S RECOMMENDATION FOR EMBEDMENT DEPTH OR AS SHOWN ON THE DRAWINGS. LOCATE AND AVOID Dote issued for LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING/BRACING WHERE STRUCTURE HAS NOT ATTAINED A TAINED DESIGN N STRENGTH. GTH. Zoning Permit : CUTTING EXISTING REBAR WHEN DRILLING HOLES IN ELEVATED CONCRETE SLABS. Dote issued for 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO 7. USE AND INSTALLATION OF CONC. EXPANSION WEDGE ANCHOR, SHALL BE PER ICAO &MANUFACTURER'S WRITTEN RECOMMENDED PROCEDURES. Building Permit : 09/18/08 . PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE / Date issued PROSECUTION OF THIS WORK. STANDARD STRUCTURAL STEEL NOTES; for Bid Dote issued 9. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. 1, ALL METAL WORK SHALL BE IN ACCORDANCE WITH THE SPECIFICATION GALVANIZED ASTM Al23- Al23M -02 UNLESS NOTED OTHERWISE. for Construction: 10. THESE NOTES SHALL BE CONSIDERED A PART OF THE WRITTEN SPECIFICATIONS. 2. STRUCTURAL TUBING MEMBERS SHALL CONFORM TO ASTM A500, GRADE A OR A501. _ 11. ALL ITEMS REMOVED DURING CONSTRUCTION WORK (I.E., DRYWALL, PLYWOOD, CEILING PANELS, ETC.) SHALL BE REPLACED TO MATCH EXISTING 3. ALL WELDING SHALL BE DONE USING E70XX ELECTRODES AND WELDING SHALL CONFORM TO AISC AND AWS D1.1. WHERE FILLET WELD SIZES Project title : 12. THE FOLLOWING REQUIREMENTS SHALL BE MET FOR SPECIAL INSPECTION: ARE NOT SHOWN, PROVIDE THE MINIMUM SIZE PER TABLE J2.4 IN THE AISC "MANUAL OF STEEL CONSTRUCTION ", 9TH EDITION. POR 4. BOLTED CONNECTIONS SHALL USE BEARING TYPE GALV. ASTM A307 BOLTS (5/8" DIA. UNO) AND SHALL HAVE A MINIMUM OF TWO BOLTS U.N.O. TUALATIN A. THE SPECIAL INSPECTOR SHALL BE UNDER THE SUPERVISION OF A REGISTERED PROFESSIONAL ENGINEER. 5. NON- STRUCTURAL CONNECTIONS FOR HANDRAIL, LADDERS AND STEEL GRATING MAY USE 5/8" DIA. GALVANIZED ASTM A307 BOLTS U.N.O. TAX LOT #W262492 6975 SW SANDBURG ST. B. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE ARCHITECT /ENGINEER, AND OTHER DESIGNATED PERSONS. SPECIAI INSPECTIONS; TIGARD, OR 97223 ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION; THEN, IF UNCORRECTED, TO THE PROPER DESIGN AUTHORITY AND THE BUILDING OFFICIAL. 1. THE REQUIRED SPECIAL INSPECTIONS SHALL BE PERFORMED BY AN INDEPENDENT SPECIAL INSPECTOR PER THE 2007 OREGON STRUCTURAL SPECIALTY CODE (OSSC) FOR THE FOLLOWING ITEMS. Sheet title : C. THE SPECIAL INSPECTOR SHALL SUBMIT A FINAL REPORT SIGNED BY BOTH HE AND HIS SUPERVISOR STATING WHETHER THE WORK A. CONTINUOUS DURING THE INSTALLATION OF EXPANSION AND /OR ADHESIVE ANCHORS: INSPECT HOLE SIZE, DEPTH, CLEANLINESS, AND CONSTRUCTION REQUIRING SPECIAL INSPECTION WAS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS AND THE APPLICABLE INSTALLATION PER ICBO REPORT. WORKMANSHIP PROVISIONS OF THE UNIFORM BUILDING CODE. DETAILS & D. COMPLY WITH ALL CITY SPECIAL INSPECTION REQUIREMENTS STRUCTURAL NOTES Sheet no. A3.0 GENERAL STRUCTURAL NOTES 22x34 SCALE NONE 1 3 11x17 SCALE: NONE REV DATE DESCRIPTION BY . • A 17SEPO8 CD REVIEW KHT UTILITY CONTACT PLUMBING LEGEND 0 G90CTOB CD FINAL KW NATURAL GAS - NW NATURAL G - G • NATURAL GAS (ABOVE GRADE) • . • CALL 503.226.4211 • EXTENSION 2360 OR 2364 -- f - � - G_/ G NATURAL GAS (BELOW GRADE) FOR SERVICE INSTALLATION IT IS THE CONTRACTOR'S RESPONSIBILITY TO GAS CONNECTION SCHEDULE CAREFULLY COORDINATE ALL ASPECTS OF SERVICE WITH THE RESPECTIVE UTILITY COMPANIES. er wir-eless DESCRIPTION LOCATION LOAD INPUT EQUIPMENT CONNECTION SIZE 5430 NE 122nd AVENUE PORTLAND,. OREGON 97230 GENERAL NOTES. GENERATOR PARKING LOT 748 MBH 1 -1/4" • 503.408.3400 A. NATURAL GAS PIPING SHALL BE TOTAL • 748 MBH 1-1/4" P.0 R -TUALATI N POLYETHYLENE. BELOW GRADE AND SCHEDULE 40' BLACK IRON ABOVE 'GRADE. PIPE SIZE Mal • TAX LOT #W262492' • B. FOR TRENCHING SEE 4/A2.0: • 1" 309 2975 SW SANDBURG ST. 1 -1/4" 822 - TIGARD, OR 97223 • 2" 2,318 PIPE- SIZING BASED ON 2 PSIG DELIVERY 215' TOTAL DEVELOPED LENGTH. 0056.*.A.D. d R6W &d:e,91 Phone: (50:1).28243000 • ENGINEERING, INC. fBc (503)728-]28 �9�e9 Negated eokgas• E•nal:' men gnenpmm . Pro a No.: 229.908.001 Contact KRISTIN _MORE FROM TEST PORT , METER TO EXE GENERATOR R 5� a � , :t ROpe. - G AS COCK. Z�" �I I� LAST 12 INCHES) • �' 196.: • a • GAS PRESSURE REGULATOR OR /,, , � � • VENT IF REQUIRED. . r�I, 11 ON DIRT LEG 2;'/.... D 19 '��cN,� A.CP 1 GAS CONNECTION DETAIL I EXPIRES' 12/31/09 • ppi NOT TO SCALE DRAWING FILE . WF:\22e\eoe \ooi\owc \PO1 SHEET TITLE PLUMBING • SCHEDULE • SHEET NUMBER . P01 • • REV DATE DESCRIPTION BY .. • A 175E1 CD REVIEW KNT 0 090CT08 CD FINAL ' KM • • // ' \ • er WireieSS \ PORiLAND; :5430 NE 122nd AVENUE 11 44° \ .\\ V OREGON 97230 C \ 503:408:3400 • \ POR TUALATIN \ TAX LOT #W262492 \ : 2975 SW SANDBURG ST. • TIGARD OR 97223 . v • 00 \ , \ \ &ffo \ R �.� ENGINEERING, INC. Floc (603)7213-3328 Iftlwi9 Ya/g wd deLUime' E-Ineft nxeiiperneng mm \ Reject No.:. 229.908.001 Contact KRISTIN TROVE 1 " V . GENERATOR, SEE Poi .`� . \ 7 �p PRDa . \ , �� tir NEW GAS • �' M • .� � METER EXISTING n • - -- -- GAS METER_ -I /, / __ /G- /_ / - / G L G / /_ / G __ - _ G/ / / / t Fps gY. 519�ecN� -- gRp A,CARS. , - 1 / C' I EX 12/31/09 I 0 DRAWING. FILE • • 1 _ SITE PLAN- *PLUMBING' WF. \229 \908 \001 \DWAP02 SHEET TITLE P02 SCALE: 1 "= 20' -0" PLUMBING SITE PLAN • SHEET NUMBER P02- 1 1 I 2 GENERAL NOTES Tran ...,,,r-s RECEIVED CODES AND STANDARDS �� 1845 NE COUCH STREET 2006 INTERNATIONAL BUILDING CODE PORTLAND, OR97232 FAX 503 DEC 3 0.2008 ASCE 7 -05 MINIMUM DESIGN LOADS FOR BUILDINGS 32.eo231 AND OTHER STRUCTURES. CITYOFTIGARD ACI 318 -02 BUILDING CODE REQUIREMENTS FOR CONSULTANTS KATOLIGHT BUILDINGDIVISION STRUCTURAL CONCRETE. VSENL6OF 8" 3' -2" GENSET DESIGN LOADS WT. 2850 WIND LOAD: 110 MPH EXPOSURE D B - SEISMIC: Rp =1.5, Ip =1.5 B SITE CLASS D !„,c,,.1, I 1 4 „ S = 254 i - • ::: ., F. = 1.0 :::.s a . . <7 iliiiif If A ::. A ° ::::s:: :. • X 1111 _ Q I CONCRETE 11 II -ii • N o co CONCRETE PLACEMENT ( #5 _ • 28 DAY CONCRETE STRENGTHS AND MINIMUM CEMENT r TOP & BOT. 11 I — I (5) #5 CONTENT: - TOP & BOT POURED IN PLACE CONCRETE = 2500 PSI U 5 1/2 SACKS PER CUBIC YARD. J - 4' -6" MAXIMUM CONCRETE SLUMP 4 INCHES. AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER 4 TO 6% BY VOLUME. SECTION ALL REINFORCING STEEL — ASTM A615, GRADE 60 . — UNLESS NOTED OTHERWISE. — 1' -4" 5' -4" 1' -4" UNLESS OTHERWISE NOTED, REINFORCING BARS SHALL --.'. ''� BE LAPPED 24 DIAMETERS OR A MINIMUM OF 12 Ix Z (/) INCHES. Z cu CONCRETE CONCRETE ANCHORS SHALL BE HILTI KWIK —BOLT TZ, 0 3 HILTI HIT RE 500 SD OR APPROVED EQUAL HAVING AN = EMBED R 4 3/4" ICC REPORT. CONTINUOUS SPECIAL INSPECTION IS REQ'D. :roli N rj W z w F' • U ti I FOUNDATION ° , MAXIMUM DESIGN SOIL BEARING PRESSURE OF 1500 0 0 • • ' • ° % 6 =:= V=•=• PSF. CONTACT OWNER IF SOIL CONDITIONS APPEAR E a DIFFERENT • 2 li _ 1 ° ° a ° ° a a a • 1 I- I I FOUNDATION BASED ON MAXIMUM FROST DEPTH OF 18" N "' =111 -III -111 -111- A '� 3/4 MINUS — .111-1 =111 6 p , „ 8 — O Q C T v - 12/31/0E ISSUED FOR CONSTRUCTION o S,�D PROF MARK DATE DESCRIPTION • PROJ NO P507080000 SCALE: AS SHOWN (i 3 SECTION N�, so D ATE: 7/22/08 �/ 4,298 7 DESIGNED BY: SHD • v, (� DRAWN 8Y: I � F D N FOR KATOLIGHT PIE , '1 CHECKED BY: SHD m SHEET TITLE S VSENL6OF GENERATOR J' ° '" /2 = 1' -0" � F, 0 N C H 28 \ - J - SECTION AND y tN H GENERAL NOTES co !EXP. 12/31 /2009 i— S1 li. , 1 I 2 . /22-u -6 - 0193 7 S' ,,f4g_C S— cro 5 7 RECEIVED DEC 3 0 2008 CITY OFTIGARD UILDING DIVISION STRUCTURAL CALCULATIONS Generator Foundation Katolight Model VSENL6OF POR Tualatin For: Verizon Wireless, GP Architects, F November 26, 2008 � ��� CT �, Project No. P507080 ���p PROFFff� c 1 .298 � ., .1 -6.Aum e 41 r 2F�RCh28• O PJ /7/ EN N• I EXPOS 12-31- 20C-C I • TranSystems Tran Systems 1845 NE Couch Street Portland, OR 97232 -3054 Tel (503) 232 -2117 Fax (503) 232 -8023 www.transystems.com -. - TranSystems Page Number: 1 - Tra n S ystems) 1845 NE Couch Street Job Number: 080101 Portland, OR 97232 Date: 11/26/08 Designed By: SD Tel (503) 232 -2117 Fax (503) 232 -8023 www.transystems.com Project: POR Tualatin Scope: Generator Foundation Katolight Model VSENL6OF This worksheet calculates wind and seismic loads and designs a foundation for an emergency generator. The design is based on worse case wind and seismic loads on the west coast using ASCE 7 -05 Minimum Design Loads for Buildings and Other Structures. Input Section: Ss = Spectral Acceleration S s •=2.54 Fa = Site Coefficient F a := 1.0 Sms = Maximum Considered Earthquake Spectral Response Acceleration Sms • F a •S s S ins = 2.54 SDS = Design Spectral Response Acceleration Parameter s DS _? 'S 3 ms S DS = 1.693 ap = Component Amp Factor a P : =1.0 Ip = Seismic Importance Factor I P • =1.5 Rp = Component Response Modification Factor (For Shallow anchors use 1.5) R := 1.5 z = Component Attachment Elevation r.:= 0.0.ft h = Structure Roof Elevation h ;= 5.50•1t Generator Height h Generator Length I := 7.00.11 Generator Weight wt := 2850•Ib Generator Base Width w := 3.167.0 Fuel Weight fuclwt := 5 •Ib Total Weight w := wt t iuclwt w. = 2855 lb Worksheet Page 1 FATemprStevelGPA •Tualal'raTualathn.Fdn.MCO ' TranSystems Page Number: Z 1845 NE Couch Street Job Number: 080101 Tra n Systems Portland, OR 97232 Date: 11/26/08 • Tel (503) 232 -2117 Fax (503) 232 -8023 Designed By: SD • www.transystems.com • Project: POR Tualatin Scope: Generator Foundation Katolight Model VSENL60F Seismic Force: 0 . 4 • a r •S DS \V p �r F := I +_•— F r1 = 1934 lb R h 1 r • Not greater than: F 2 := 1.6•S DS •1 r • W r F r2 = 11603 lb • Not less than: F 0.3•S F =2176 lb • F =il F >F 1i2 ,F p2 ,il F <F F =2176 lb • Allowable Stress Design Load: - F ASDF P • ASDF = 1554 lb r 1.4 r • • Worksheet Page 2 F VTempLSteve \GPA•Tualazcdrualatin.Fdn.MCD • TranSystems Page Number: 3 }p 1845 NE Couch Street Job Number: 080101 Tra n SySte�l�S : Date: 11/26/08 Portland, OR 97232 Designed By: SD Tel (503) 232 -2117 Fax (503) 232 -8023 www.transystems.com Project: POR Tualatin Scope: Generator Foundation Katolight Model VSENL6OF Wind Load: Input Section: • Calculate Velocity Pressure: V: =I10 Wind Speed K =0.9 Wind Directioonalit Factor Velocity Pressure Exposure Coefficient K z : = 1.03 Topographic Factor K ri := 1.5 (Conservative Estimate) Importance Factor I:=1.15 Li := 0.00256•K 7•K,(•Kd•V y z = 49.533 lb-ft ft - Calculate Design Wind Load: Gust Factor G := 0.85 • Net Force Coefficient C : 1.4 Projected Area A := I .h F: =y i •G•C f•A F =2269 lb Maximum Horizontal Load: t , V I : =if •ASDF >F.ASDFI�,F V I = 2269 lb • • Worksheet Page 3 F:\TemptStevetGPA •Tualatin\Tualatin- Fdn.MCD TranSystems Page Number: 4 - 1845 NE Couch Street Job Number: 080101 Trail Systems Portland, OR 97232 Date: 11/26/08 Designed By: SD Tel (503) 232 -2117 Fax (503) 232 -8023 www.transystems.com Project: POR Tualatin Scope: Generator Foundation Katolight Model VSENL6OF Calculate connection loads: Overturning moment ()TM : =V OTM =6241 lb•ft 2 Resisting Moment RM : =0.6•W p — RM = 2713 Ib•ft Uplift UPLIFT := OTM– RM UPLIFT = 1 1 14 lb w Result : =i1( UPLIFT <O•Ib, "No Uplift" , "Uplift" ) Result = "Uplift" UP := if( UPLIFT <0•1h,0•1h, UPLIFT) UP = 1114 lb Two 1/2" Stainless Steel bolts per side, four bolts total: T B := UP T B =557 lb 2 V V V =567Ib • - 4 Use Hilti Kwik Bolt 17 - Embed 4 3/4" Use Hilti HIT - RE 500 - SD Bolt - Embed 4 3/4" T 3014.Ih V =4678.Ih T A e : =4767.1h V =4594•1h Check Combined Loading: Check Combined Loading: TB VB T B v U:= — t — U= 0.106 U t U . =0.24 1_ V T Ae VAe � Worksheet Page 4 F. Temp ,Steve \GP #TualatreTualatm•Fdn MCD TranSystems Page Number: S - Tr a n Systems 1845 NE Couch Street Job Number: 080101 Portland, OR 97232 Date: 11/26/08 Tel (503) 232 -2117 Fax (503) 232 -8023 Designed By: SD www.transystems.com Project: POR Tualatin • Scope: Generator Foundation Katolight Model VSENL6OF Check Soil Bearing Pressure: Foundation Size: L : =8.ft W := 4.5•It I : =2•it Footing Weight Ilwi := L•W•I.150 lh . liwt = 10800 lb 1 Footing Overturning moment FOTM := V 1 • t t 11 FOTM = 10779 Ib ft Footing Resisting Moment FRM := W + Iiwi • W FRM = 30724 Ib•ft 2 • Overturning Factor of Safety OTFOS : - FRM OTFOS = 2.85 FOTM FRM- FOTM har :_ zbar = 1.461 ft • C W P + li 2• W -j- liwi Soil Bearing Pressure' SBP := SBP =779 Ib•ft , 3 •xhar•L Result := if SBP< -1500• Ih . "Okay" . "No Good" • Result = "Okay" Ii - • Worksheet Page 5 F: \Ter; St eve \GPA - Tualatin \Tualatin- Fdn.MCD r t, ` Company: Sheet 1 of 5 1E41 ��, Specifier: Project: - User application Address: Contract No.: - PROFIS Anchor 1.11.16 Phone /Fax: - / - Responsible: http:/ /www.us.hilti.com / E -Mail: Location /Date: - / 11/25/2008 Specifier's comments: Anchor type and size: HIT-RE 500-SD + HAS -R 304/316 -518, hammer drilled hole Effective embedment depth: h 4.75 in. (actual); h,,, m ,„ = 2.50 in. Material: ASTM F 593 Approval No.: ICC ESR -2322 Proof: design method: AC308 Stand -off installation: e = 0.00 in. (no stand -off) ; t = 0.19 in. Anchor plate: CUSTOM ; f = 36000 psi ; I, x I x t = 20.00 x 20.00 x 0.19 in. Base material: cracked concrete 2500, f = 2500 psi; h = 24.00 in. installation condition: dry; in- service concrete temperature short/long: 110 / 80 °F Reinforcement: condition B ; no supplemental splitting reinforcement present edge reinforcement: none or < No. 4 bar Anchor • Geometry [in.] plan view A y I section A z x t =0.19 h,475 . k. 'x , , - ° m I. = 20.00 O x c o 0 1 m 0 section B z y N O 10.00 10.00 i .. h = 24.00 I l = 20.00 1 section A Loading Governing loads [lb, in. -Ib) Governing loads [lb, in.-1b1 N = 557 V„= 0 N 557 M 0 M 0 V, 567 I: V, 0 • - Y --- 77 M, 0 ,. - � ► M, 0 x M 0 Eccentricity (structural section) [in.] V, = 567 e, = 0.00 ; e = 0.00 Seismic loads (cracked concrete assumed; categories C, D, E, or F): no Mr 0 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003 Hilti AG, FL -9494 Schoen Hal is a registered Trademark of Hilll AG, Schaan I , L. u Company: Sheet 2 of 5 Specifier: Project: User application • Address: Contract No.: - PROFIS Anchor 1.11.16 Phone /Fax: - / - Responsible: http: / /www.us.hilti.com/ E -Mail: Location /Date: -111/25/2008 Load case (governing): Anchor reactions [ib] Tension force:( +Tension - Pressure) Anchor Tension force Shear force 1 557 1 567 • • Tension max. concrete compressive strain [ To.]: 0.00 i max. concrete compressive stress [psi]: 0 resulting tension force [lb]: 557 resulting compression force [lb]: 0 ' Tension load Design values [lb] Proof Load Strength 4N Utilization 13N [ %1 = N./4N Status Steel failure 557 . 16950 3 OK Bond failure 557 6335 9 OK Concrete cone failure 557 5720 II, 2- = 10 OK Steel failure C1l Nse[lb] 4 4N :a[lb] Nba[ 22600 0.750 16950 557 Bond failure f 7 ' ANJin 1 ANao[in 2 ] S,Na[in.] Cm,Na[In.] c[in.1 ca5[in.] h,r[in.] 203.06 203.06 14.25 7.13 10.00 7.13 4.75 k , Tk.unm.2500[Psil KKm Tk.cr[P tk,..v[Psi] 17.000 2140 1.00 1045 943 Wg,Naa 4 Wac1,Na lifec2.Na WD.Na Wed.Na 1.000 1.000 1.000 1.000 1.000 i 1.000 N.0[1b] 0 4N N 9746 0.650 6335 557 Concrete cone failure ANC[in ] ANw[in=) c[in.] ;Ain.] h„[in.] - 203.06 203.06 10.00 7.13 4.75 Wecl.N wec2.N Wed.N Wcp,N ku 1.000 1.000 1.000 1.000 17 N 0 4N N 8799 • 0.650 5720 557 Input data and results must be checked for agreement with the existing conditions and for plausibility! PROFIS Anchor ( c ) 2003 Hilt AG, FL-9494 Schaan Hilt is a registered Trademark of Hilll AG, Schoen • Ln, Company: Sheet 3 of 5 Specifier: Project: User application Address: Contract No.: PROFIS Anchor 1.11.16 Phone /Fax: - / - Responsible: http: / /www.us.hilti.com/ E -Mail: Location /Date: -111/25/2008 Shear load Design values [lb] Proof Load V„ Strength 0V Utilization [iv [ %) = V„ 0V„ Status Steel failure 567 8814 6 OK Pryout failure 567 11439 5 OK Concrete edge failure in 567. 5513 /l. 10 OK direction x+ 4 \ - j1 4 k Steel failure V 4)V; V jib] • 13560 0.650 8814 567 Pryout failure (concrete cone relevant) ANC(nI AN jfn21 c[in.] h,,[in.] k 203.06 203.06 10.00 4.75 2.000 Wec1,N Wec2,N Wed,N Wcp.N k, 1.000 1.000 1.000 1.000 17 Nb [lb] oVcp [lb] V jl b) 8799 0.650 11439 567 Concrete edge failure in direction x+ i [in.J d,[in.) c Avon'] Av0,[in°] 4.75 0.63 10.00 300.00 450.00 Wed.v . We.v Wec.v Wc,v 0.900 1.000 1.000 1.000 Vb [lb) $ q,uwenb) Vte[lb) 13127 0.700 5513 567 Combined tension and shear loads F+N = NuioNn p = V Utilization p N . v [o/b] Status 0.097 0.103 5/3 4 OK 13NV= (IN + [3 1.2 <= 1 Proof of the transmission of the anchor loads to the supports Transmission of the anchor loads into the concrete Checking the transfer of loads into the base material is required in accordance with ACI 318! Shear resistance of base material . Shear resistance of the base material must be checked according to relevant approval or standard! • Input data and results must be checked for agreement with the existing conditions and for plausibility) • PROFIS Anchor ( c ) 2003 KW AG. FL -9494 Schaan 141111 Is a registered Trademark of Hilt' AG. Sthaan Company: Sheet 4 of 5 • • " , �� • Specifier: Project: User application Address: Contract No.: - PROFIS Anchor 1.11.16 Phone /Fax: - I - Responsible: http: / /www.us.hilti.com/ E -Mail: Location /Date: - / 11/25/2008 • Warnings Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the • potential concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout or pryout strength governs. Load performances of chemical anchors are strongly influenced by the cleaning method. Inadequate borehole cleaning = poor load values. The present version of the software does not account for special design provisions for overhead applications. Refer to related approval (e.g. section 4.1.1 of the ICC -ESR 2322) for details. IBC 1908.1.16, requires that the governing design strength of an anchor or group of anchors be limited by ductile steel failure, if this is NOT the case, ACI 318 -D Section D.3.3.5 requires that the attachment that the anchor is connecting to the structure shall be designed • so that the attachment will undergo ductile'yielding at a load level corresponding to anchor forces no greater than the design strength of anchors specified in ACI 318 -D section D.3.3.3, or the minimum design strength of the anchors shall be at least 2.5 times the factored forces transmitted by the attachment. Fastening meets the design criteria! • • Input data and results must be checked for agreement with the existing conditions and for plausibility) PROFIS Anchor,/ c 12003 Hilti AG, FL -9494 Schaan Hull is a registered Trademark of HMI AG. Schoen to Company: Sheet 5 of 5 1.41 ��, Specifier: Project: User application Address: Contract No.: PROFIS Anchor 1.11.16 Phone /Fax: - / - Responsible: http: / /www.us.hilti.com/ E -Mail: Location /Date: - / 11/25/2008 Anchorplate, steel: CUSTOM f 36000 psi Section type: - no profile (0.00 x 0.00 x 0.00) Hole diameter d, = 0.69 in. Recommended plate thickness: not calculated . Y II . L 1 10.000 . 10.000 10.000 10.000. Anchorplate (In.] Coordinates Anchor (in.] x y x y Anchor x y -10.00 10.00 10.00 -10.00 L 1 0.00 0.00 10.00 10.00 -10.00 -10.00 Input data and results must be checked for agreement rrith the existing conditions and for plausibility) PROFIS Anchor ( c ) 2003 Milli AG. FL -9494 Schaen Hilt' Is a registered Trademark of Milli AG, Schaan I DWG r. 1 OO— 3575 49 (FLUID MAINLINE CIRCUIT - CONTAINMENT AREA) BREAKER LOCATION N NOTES: 1) APPROX. WEIGHT: (WET) 28501 2) REFERENCE BASE DRAWING: 102- 2856 -A 3) REFERENCE ENCLOSURE DRAWING: 103 -297 4) LB FOR CCNDUIT � 5) SOUND LEVEL: 65 DM 0 ATOLIGHT CORP. 23 F7 ELECTRICAL ST -UP AREA.. 5 x 7 6) FUEL CONSUMPTION: NG 673,000 BTU/HR I 11111; FUEL STUB -UP AREA 5 x 10 LP: 672,500 BTU/HR 7) FUEL INLET Siff AT ENGINE: 1 NPT (SEE INSTALLATION GUIDE FOR SUNG OF FUEL PIPING) 8) MINIMUM FUEL PRESSURE: 7 -I1 WC (4-6 OUNCES) 9) GEN -SET IS OFF -SET 1' TO LEFT SIDE OF BASE/ENCL. 30 (HINGED 30 (HINGED CONTROL PANEL 7 1/2 DOOR: BOTH 9 DOOR 80TH • 7 1/2 AS SPEC6IED . 26 SIDES) SIDES) —{ (HINGED (HINGED 5 DOOR) 5 DRY CONTACT DOOR DRIP CAPS I BOX MAINLINE CIRCUIT I A A BREAKER A WATER HEATER & RAIN � / BATTERY CHARGER SHIELDS 1 II I / _ _A. AC _POWER CONDUIT v 3/4 LB 41• M1 I I .I 1 iipi — 1- , LP FUEL INLET �B O l •• • 7 ! r � _ i:. _ 1 (OPTIONAL) 63 1/2 a .• - 50 I I (,���', 1 w NAT URAL GAS 45 3/4 CONTRO L (APPROX. PANEL �: .0 ::_; 1 ' FUEL INLET FUEL INLETS E —•1 r 0 I L PANEL L.190) L.190) I' Haar) PNwi t , (, • ', I ".%.4%14414... � � ��I BOX D U I T /RELAY 1 _� = xA��a����1.�_, . 1 a I I or ' B (TYP.) 6 IIIMIMMIMIIII 3/4 LB GENSET AC POWER CONDUIT EARTH GROUND LUGS BATTERY (OPP. SIDE) OPTIONAL RIG KIT (1/4) - 38 r LB 2 x 6 I 1/4 10 64 10 f93 LIFTING 1911/16 MTG. HOLE 40 VIBE PADS ( HOLES ) (4 PLCS) 4 PLCS) GEN -SET INFORMATIdN DIMENSIONAL LAYOUT leigetiailiii" Dlc6C SA (M MIME t03 =RPM 332 Pa E>fEAlER2m MP DRAWN TO SCALE MODEL: VSEIt60i'G4 C 01 -26-07 C11NIEm MOM FM t03- 282-4IM 10 103 as CORPORATION MWTOt•/ On DC Iu Mt MB06 P! • IOC RADAI0I Me17It MC " t 3 //2 Q69CAl DATE: 10 - 24 - 06 DRAWN BY: 1(85 B 11 -06-06 1p1O4D 7116 Me 66 DOM 6 MOM Q n mon =mum 66 6 P DOtD Re 06 Ws Olt MP FIANCE: 1(6 -142 IRPASI NA A W-2•-06 OSI MEAN SAM 60 OIOIRDOR0 10)9 =OS as custom An a�ptor4t6e In 01W5 ur %0D 1011.4 COII9O P6450 SEAS mom PMT DWG t 1 0 0 — 3 5 7 5 1-11901 DAIS RIUSR9I 013CRIPT 1 66IIMS 66= OIAIm Mtn OEN IT RA1a0O1 NO On M 001[ SO Al Ant BASE: I92 -261' 6 -A ... \3500 - 3599 \100- 3575.dwg 5/15/2007 10:50:20 AM • w