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HomeMy WebLinkAboutPermit D08-363 - SEGMENT 4 PLANS - BANK OF AMERICA - BUILDINGDO8-363 Bank of America 320 Strander Boulevard Due to the file size, this record has been broken down into 4 segments for easier download. Click on the following links to review the permit segments: Segment 1 - Bank of America — Building D08-363 Segment 2 - Bank of America — Building D08-363 Segment 3 - Bank of America — Building D08-363 Segment 4 - Plans - Bank of America — Building D08-363 V/I I I"f I I I\4 j- ire Cr) 1 t S.1 99.11 N t` 41 MATO-TUNE SEE SHEET C-12 �F�u�,r�eu�YiLn�u�wuea5u�, pr�iawuetl '. �� ... �a.new�...<..ee ,<....... .. . _.v.�..- _..-. ...e.._� ,..<S.„. .-... _.. .._..!S T� .-. • 4 WSJ Luetieueu eueeeeu mue ueee a,.,mutAuwRttoomminantusimumaitigonw..nnmitunu,lieu ^`` ........ 1 14: L 1011 iI TRASH & RECYCLING ENCLOSURE, SEE ARCH. PLANS i SAWCUT, MATCH & JOIN EX. PAVEMENT 7,451 SF FIE = 26.50:1 589'40'251E 56e.90' S0019135''W 71.19' S0019 35 W 11,29' N.+. N59`40'25"W 62.90' lert 111 4 ee■I= ■ •F. NOTES a No o cw 00 W mz r) p o • _ ®� i ,! ,fie � , �y� tlal��, ■`e ■ee_ i F 1 1 I / .n.ie..n.F.. Lr •:. "vim .-•----.._.w._._...._...—.__...._—._._eivc�cm2WAM.¢see�•�P(:Reaxi r vaasaerr ° 74;10, r ni an ler ea on et n si at as in mess n, ma maseglOs SAWCUTJ MATCH & JOIN EXE PAVEMENT N MATCH EX.) CONC. C'Li.7 c PAVEMENT) -------__-- . __ STRANDER BOULEVARD _ ._------ -- ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND 4. CODES AND 0.S.H.A. STANDARDS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY APEX ENGINEERING, RECEIVED 6-16-2004. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS_ OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND 8. SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR 9. ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 5. 6. 7. SITE KEY 11. 12. ca tr of O 0 a i PARKING DATA STANDARD STALLS COMPACT STALLS ACCESSIBLE STALLS TOTAL 28 12 42 PARKING RATIO = 5.6 PER 1,000 GSF CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS & TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. DIMENSIONS SHOWN REFER TO FACE OF CURB, FACE OF BUILDING OR TO THE CENTERLINE OF PAVEMENT STRIPING, UNLESS OTHERWISE NOTED. ALL PAVED PARKING LOT AREAS WITHIN THE LIMITS OF IMPROVEMENTS SHALL BE STANDARD DUTY PAVEMENT UNLESS OTHERWISE NOTED. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN FOR THE CITY ENGINEER'S APPROVAL PRIOR TO ANY WORK WITHIN THE CITY RIGHT-OF-WAY. FIRE LANE STRIPING AROUND BUILDING PERIMETER AND ALONG FIRE TRUCK ACCESS WAYS SHALL BE INSTALLED AS PART OF THIS CONTRACT, IN ACCORDANCE WITH THE LOCAL CODE AND FIRE MARSHALL REQUIREMENTS. REFER TO BOUNDARY SURVEY FOR LEGAL DESCRIPTION, DIMENSIONS OF PROPERTY LINES, BASIS OF BEARINGS & BENCHMARK INFORMATION. (SEE SHEET CS -1) ALL ON-SITE PAINTED STRIPING SHALL BE DOUBLE COATED. SEPARATE COATS SHALL BE APPLIED NO SOONER THAN 4 HOURS APART. (CONTRACTOR TO REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL PAVING MARKING REQUIREMENTS.) PARKING LOT STRIPING SHALL BE WHITE, 4" WIDTH, & DOUBLE COATED, UNLESS OTHERWISE NOTED. LIGHT POLE BASES TO BE PAINTED PER ARCHITECT'S DIRECTION. O FIRE APPARATUS ACCESS ROADS SHALL BE IDENTIFIED BY 12" WIDE YELLOW ACCESSIBLE WARNING STRIPS ALONG CURB AND BY THE POSTING OF SIGNS STATING, "FIRE LANE NO PARKING". SIGNS SHALL BE POSTED ON OR IMMEDIATELY NEXT TO THE CURB LINE OR ON THE BUILDING. SIGNS SHALL BE 12 INCHES BY 18 INCHES AND SHALL HAVE LETTERS AND BACKGROUND OF CONTRASTING COLOR, READILY READABLE FROM AT LEAST A 50 -FOOT DISTANCE. SIGNS SHALL BE SPACED NOT FURTHER THAN 50 FEET APART NOR SHALL THEY BE MORE THAN FOUR FEET FROM THE GROUND. 0 PEDESTRIAN CROSSWALK. SEE ARCH PLANS FOR PATTERN © PEDESTRIAN CROSSING SIGN W11A-2 AND W11A-2P TYPICAL AT PEDESTRIAN CROSSWALKS AS NOTED ON PLANS. O CONCRETE TRANSFORMER / UTILITY PAD. CONTRACTOR TO COORDINATE WITH LOCAL POWER COMPANY FOR DETAILS. 0 0 0 ACCESSIBLE PARKING SPACE TYPICAL. SEE DETAIL SHEET FOR c ACCESSIBLE PARKING SPACE SIZE, SIGN AND SYMBOL C-8.1 ("VAN" -INDICATES VAN ACCESSIBLE SPACE) CONCRETE CURB CURB RAMP DETAIL CONCRETE SIDEWALK, SEE ARCH PLANS FOR PATTERN 7 18" CONCRETE CURB AND GUTTER TYPICAL. LANDSCAPE PLANTER, SEE LANDSCAPE PLANS LANDSCAPE ISLAND, TYP. C-8.1 13. ALL DISTURBED AREAS ARE TO RECEIVE FOUR INCHES OF TOPSOIL, SEED, MULCH AND WATER UNTIL A HEALTHY STAND OF GRASS IS ESTABLISHED. 14. ALL ISLANDS WITH CURB AND GUTTER SHALL BE LANDSCAPED. THOSE ISLANDS ARE TO HAVE 18" CURB AND GUTTER. ALL REMAINING ISLANDS ARE TO BE STRIPED AS SHOWN. 15. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 16. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 17. PYLON SIGNS SHALL BE CONSTRUCTED BY OTHERS. ALL SITE SIGNAGE SHALL BE UNDER A SEPARATE PERMIT. 0M PAINTED DIRECTIONAL ARROW, TYPICAL ON NEW LIGHT POLE BASE (TYP). REFER TO SITE LIGHT NG PLAN. DO "STOP" SIGN 12" STOP BAR (TYP) 0 SCUPPER 0 0 PAINTED "STOP" AND 12" STOP BAR (TYP) SINGLE YELLOW SOLID LINE 4" PAINTED STRIPING EXISTING LIGHT POLE TO REMAIN AA SINGLE WHITE SOLID LINE 4" PAINTED STRIPING 3 C-8.1 kr • Tr, oft „ t 1 a f • •Ik° C-1.6 KEY MAP LEGEND c HEAVY DUTY PAVEMENT STANDARD DUTY PAVEMENT CONCRETE PAVEMENT CONCRETE SIDEWALK CONCRETE CURB CONCRETE CURB AND GUTTER SAWCUT DENOTES COMPACT PARKING STALL o-• ❑ • ❑ NEW LIGHT POLE AND FIXTURE OF"):EXISTING LIGHT POLE AND FIXTURE TO REMAIN BOLLARD LIGHTING, SEE ARCH PLANS CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 GRAPHIC SCALE CURB AT BUILDING SIDEWALK BIKE RACK. SEE ARCH. PLANS BOLLARD LIGHTING, SEE ARCH. PLANS 6 C-8.0 008a3¼,3 SoL th center 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWNG IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. ua 2 Consultants t 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACI.AND.DOM Approvals/Phase: BANK OF AMERICA PERMIT / BID SET PROGRESS: 8/25/2008 WOT FOR CONSTRUCTION' Key Plan: No. Revision Date A aTY OF TUKIMLA CORRECTIONS 8-25-2008 A A A A Sheet Title RECEIVED CITY OF TUKWILA SITE PLAN AUG 2 6 2008 PERMIT CENTER Job No. Date 106 Scale Sheet Title C-1.6 08/25/08 12:01pm 0 3 N a m 0 Z CO 0 co N 0 O w 0 0 et - 7". N .0 3 f%1 z a SD ),Ma SIM NEI am !mei I] SD I7� °4, l li 11 I� `M PT.^.el ® I® MN ..., 1 MATCHJNE SEE SHEET C-2.3 IIS IIS mu p° .. .. .. n .MBIT. .1. .®.c .. ..111811..14166, a 0 eit 'Tr> 1 f'6 R - COR P- Si r� .l ' JuC- 3700 t• ST0.1/ 3ty -SDiCBVUE INTO RDL IE I0RD) -SOL' 370 12 / STOR' i N •. ar...r r. 94 ED tD 1o; I t I; rC I r G�1-4 !max•-- I SE 51 N- I t- h P:r te lad 5208 I :17 <m,p 75s5:::22111 s5S12211 1 1 17 0 ii' 2 r l rt It SAWCUT, MATCH Sc JOIN EX. PAVEMENT CONNECT TO EX. SDCB 401 RIM = 23.34 EX. 12" !EP = 19.64 NEW 8" , E ,(S) = 19.74 17" sor-l'E SD 8 SOCL3 2814 N -8 1 l; -00 j- S E ..: ,�. en515) 1 dm ...daz GRADING NOTES 219 I�sa -- i; 1 L. Y EAStf 720/070397 SS 1 C2-7 I YY 5C:00 ✓ = 79%� N Iti t 111 . Y I r, • 1 ' ��,. - ..._...._ <tG ._T.r '. german _.J_ ...._..`.. i.;,_�..-_... - yj.+�ys. a:� "b'+S'a ra_rf.s±ss �-s.�uncu:c-.vh.x..•e:.mua+:-^nw+N u - ras.:s\r sxe5 ,_--. xNxayw aas 9u*I1Rt'J,eK s1wWYAA9sb1 4tl3 CONC. CURB A --.8 ..SIOR - - SS ss 3s ss -STRANDER = ECULEVARD _ _� _ _�-- _ . �1 -SS 102 SDCfi 501 073 -, Wvmrw'nanrxml.ol ,.T'JV4w.. :2v w.e.aHµ^a.aw & ,. ,esv artpss.m.69T,�. -• uvc vsSDa af0011511,,V CU,.x.m .•a.romvwvamam _ICH rat aw....vv4Tl ..mns ad,sf F. xwx.ccio: ^.W Fmk L ^^'-^Jn 41.7247 1. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY APEX ENGINEERING, RECEIVED 6-16-2004. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. CAUTION - NOTICE TO CONTRACTOR • AUTIONED AT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3. THE SPOT ELEVATIONS INDICATED ON THIS PLAN REPRESENT THE DESIGN TOP OF PAVEMENT, UNLESS OTHERWISE NOTED. 4. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES INCLUDING REMOVAL OF ANY EXISTING UTILITIES SERVING THE STRUCTURE. UTILITIES ARE TO BE REMOVED TO THE RIGHT-OF-WAY. 5. ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS WITH GRASS IN ACCORDANCE WITH LOCAL SPECIFICATION UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 6. ALL CUT AND FILL SLOPES SHALL BE CONSTRUCTED PER THE UBC CODE AND APPLICABLE LOCAL REGULATION. ALL CUT AND FILL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE NOTED. 11 ••• 7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS AND SHALL GRADE ALL AREAS TO PRECLUDE PONDING OF WATER. 8. ALL POLLUTANTS OTHER THAN SEDIMENT ON-SITE DURING CONSTRUCTION SHALL BE HANDLED AND DISPOSED OF IN A MANNER THAT DOES NOT CAUSE CONTAMINATION OF STORMWATER. THE CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL N.P.D.E.S. PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 9. PROPERTIES AND WATERWAYS DOWNSTREAM OF THE SITE SHALL BE PROTECTED FROM EROSION DUE TO INCREASES IN THE VOLUME, VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FROM PROJECT SITE. 10. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 11. CONTRACTOR TO REMOVE UNSUITABLE SOILS LOCATED WITHIN THE BUILDINGS SPLAY LINE OF THE FOOTINGS. 12. FOR BOUNDARY AND TOPOGRAPHIC INFORMATION REFER TO PROJECT SURVEY. 13. FOR LAYOUT INFORMATION REFER TO THE SITE PLAN AND HORIZONTAL CONTROL PLAN. 14. STORMWATER QUALITY VAULTS WILL REQUIRE A SEPARATE BUILDING PERMIT AND STRUCTURAL REVIEW. GEOTECHNICAL INFORMATION WILL ALSO BE REQUIRED. CITY OF TUKWILA STANDARD NOTES STORM DRAINAGE NOTES 1. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, AND THE CURRENT KING COUNTY SURFACE WATER DESIGN MANUAL, UNLESS OTHERWISE APPROVED. 2. MARK ALL STORM DRAIN INLETS WITH "DUMP NO WASTE" AND EITHER "DRAINS TO STREAMS", "DRAINS TO WETLANDS", OR "DRAINS TO GROUNDWATER", AS APPLICABLE. 3. DRIVEWAY CULVERTS SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. CULVERTS SHALL HAVE BEVELED END SECTIONS THAT MATCH THE SIDE SLOPE. vp C15E 10/92 Ci A • I /-SS 100 ,5072 �Vep. I,J )\ i J I � STORM DRAINAGE NOTES •111 tit t IX 9111/710,41/1•1" mf.51':.".1:41--,</-": < I r_Sari ar f �-° lig 1` Itna QIP tr....-4W 1 b i C-2.6 KEY MAP STRUCTURE SCHEDULE PIPE SCHEDULE TYPE RIM IE (OUT) PIPE # DIAMETER NGTCB# LE(FT.) SLOPE CI 8" C.O.T.G. --- 22.50 140 8" RDL 54 0.005 el 8" C.O.T.G. --- 22.23 141 8" RDL 173 0.005 110 8" C.O.T.G. --- 21.36 142 8" RDL 63 0.005 co 8" C.O.T.G. --- 21.05 1431 8" RDL 44 0.020 Cs 8" C.O.T.G. --- 20.17 144 8" RDL 12 0.036 OM 8" C.O.T.G. --- 23.50 8" RDL 82 0.020 145 8" C.O.T.G. --- 21.86 146 8" RDL 36 0.023 liall 8" C.O.T.G. --- 23.50 8" RDL 16 0.108 147 CODE. covitylitkoce OC1211.0 OtiCITU 0 1. EXISTING DRAINAGE STRUCTURES TO BE INSPECTED AND REPAIRED AS NEEDED, AND EXISTING PIPES TO BE CLEANED OUT TO REMOVE ALL SILT AND DEBRIS. 2. IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO REPAIR AND/OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 3. STORM DRAINAGE PIPE WITH LESS THAN 2'-0" COVER SHALL BE CLASS IV REINFORCED CONCRETE PIPE, OR APPROVED EQUAL TO SUSTAIN H-20 LOADING. 4. ALL ONSITE STORM DRAINAGE PIPE SHALL BE SMOOTH WALLED INTERIOR, MANUFACTURER'S VERIFICATION OF MANNING'S ROUGHNESS COEFFICIENT N=0.012 OR LESS. 5. PRECAST STRUCTURES MAY BE USED AT CONTRACTOR'S OPTION. 6. ALL CATCH BASINS AND AREA DRAINS ARE TO BE SITUATED SUCH THAT THE OUTSIDE EDGE OF GRATE FRAME IS AT TOE OF CURB OR FLOWLINE OF GUTTER (WHERE APPLICABLE). 7. CATCH BASIN INLET PROTECTION / EROSION CONTROL TO BE USED FOR ALL NEW INLETS. 8. ALL STORM PIPE ENTERING STRUCTURES SHALL BE GROUTED TO ASSURE CONNECTION AT STRUCTURE IS WATERTIGHT. g, ALL STORM SEWER MANHOLES IN PAVED AREAS SHALL BE FLUSH WITH PAVEMENT, AND SHALL HAVE TRAFFIC BEARING RING AND COVERS. MANHOLES IN UNPAVED AREAS SHALL BE 6" ABOVE FINISH GRADE. LIDS SHALL BE LABELED "STORM SEWER". 10. ALL STORM STRUCTURES SHALL HAVE A SMOOTH UNIFORM POURED MORTAR INVERT FROM INVERT IN TO INVERT OUT, UNLESS OTHERWISE SHOWN IN THE CATCH BASIN DETAIL. 11. CONTRACTOR SHALL CONNECT ROOF DRAIN LEADERS TO PROPOSED STORM DRAINS AS SHOWN. LEGEND EX. CONTOUR --- 24- PREVIOUSLY GRADED CONTOUR PROPOSED CONTOUR SPOT ELEVATION TYPE I CATCH BASIN TYPE II CATCH BASIN CLEANOUT TO GRADE (C.O.T.G.) STORM WATER QUALITY VAULT DRAINAGE PIPE FLOW ARROW PROPOSED STORM DRAIN PIPE EXISTING STORM DRAIN PIPE EXISTING UTILITIES TO BE REMOVED SAWCUT (APPROXIMATE LOCATION) FINISHED FLOOR ELEVATION TOP OF CURB TOP OF PAVEMENT J " STORM --- FFE TC TP CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 be, RECEIVED CITY OF TUKWILA 3 AUG 2 6 2008 GRAPHIC S C ALE PERMIT CENTER as 0 20 40 80 60 ( IN FEET ) 1 inch = 40 ft. Sou th cen ter 633 Southcenter Parkway Tukwila, WA., 98188-2888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. EXPIRES 1/31/08 Consultants 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM Approvals/Phase: BANK OF AMERICA PERMIT / BID SET PROGRESS: 8/25/2008 'NOT FOR CONSTRUCTION' No. Revision Date A CITY OF TUKWILA CORRECTIONS 8-25-2008 A A A A Sheet Title GRADING AND DRAINAGE PLAN Job No. Date 1-2-08 Scale Sheet Title C-2.6 PATH: S: \Washington\TUKWILA\Westfield\2Drcwings\Melt Expansion\BANK OF A\WFBA120G.dwg DATE: 08/25/08 12:03pm C H1H 376- 13 CB 377 12 SDCB 374 3700 2" STORM (RECORD) gD-- -SDCB 372 " STOFY I 183, no,� z - P rSDCB 40 3170 g J5I 3t SDCB 375 3214 L P P P N P P • 1121 Ohl 1»YI\i11 1 1I MATCHUNE SEE SHEET C-3.3 2d . .T. .. .. ' . .: .. .. .. .." . • ..' i.....tl y • . •.I • ' Egg Hi �cl -� -I-Th ;3➢ 3D SD ID SD \l. 11 P P P P SDCB 371 3812 \ 12" STORM / -may ° 11� IN �� i J RELOCATE POWER TO SIM,gG,HRNL_G- PAVEMENT 6" SSCO IE 20.00 • A 4v0F iir-�AMX„ , tESF24.92' = 26.50W' . - ::DD.CVA'IN VAULT, TOP OFd VAULT 4_25. 1 f °I 0 (1") SDCB 370 3845 .. V / r .Ji 1 1 11111.•• 111 r ' - i--SDCB 5225- 5208 O�-SS 211__ Q 5103 'CL -SS 21 cc' 5102 (:/-/-7?//tc-dy--/-67 -/-7v1-/-/-/-/-/-AKT. A1/4 - P Cr) SD IL.SI SDCB 402 51 S ) ¢so SD 8' ST GAS 6'FIRE LINE ss --ss .0 NNECIn n g" 6"TEE 11- TO EX. c ,, GAS-LINE-8LF--6"=WATER r -1 - 90' -BEND -._ _.._ _- SDCE -�� 2 LF-6""-WAT'R,; -THRUST BLOGKI vv1Yl. WATER -- 5t 5851,y, w 6LF 6" SS © 7.8% P tiJ-Pr 12"TSORl SD"I B 4(� N N • TBA-N.SEORMER.."LQG T[ONy EX. 10ESE [NT A.F.N. 59%297m. v ✓ V V X-.-FH- 1su In (?T®• ._. 'CONTRACTOR -40- _ s -EX: SSMH-l3_ -� G �* CONC. CURB SS -SS -SS -SS -SS -SS -SS -SS -SS -SS _i2a=SS-tt-ss-33-3 S5 CONNECT -TOS EX. . COORDINATE ITFI- EX. RIR = 24.5 _ _- WATERLINE- - --QWEST-IN-INSTALL-ADJUST.\RIM-\ TO -26,5 2"-METER--NEWcTLELPHONE Ir -(6" _N)` \ 19.61 STRANDER BOULEVARD JUNC-TON BOX OVER �0-- _- --_ __ - - ICPPA _ ! - IE (6 S)=D'19.5f n_.nn,�_-EX. TEL-ERONE51LINE 1(17, l ? ' m GENERAL UTILITY NOTES 55168 ra r -NEW JUNO-TION BOX OVER EX. POWER c SS 101 #5073 1. ALL IMPROVEMENTS SHALL MEET LOCAL, STATE DOT AND A.P.W.A. STANDARD SPECIFICATIONS. 2. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THIS PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON SURVEY PREPARED BY APEX ENGINEERING, RECEIVED 6-16-2004. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK 10. WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY, AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 3. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS 12 NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES AND EXISTING IMPROVEMENTS WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS ON THE PLANS. 4. CONTRACTOR SHALL REFER TO ARCHITECTURAL PLANS FOR EXACT LOCATION AND DIMENSIONS OF VESTIBULE, SLOPED PAVING, EXIT PORCHES, SIDEWALKS, RAMPS AND TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 5. 6. 7. 8. 9. 11. REFER TO INTERIOR PLUMBING DRAWINGS FOR 11E -IN OF ALL UTILITIES. ALL FILL MATERIAL SHALL BE IN PLACE, AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. CONTRACTOR SHALL NOTIFY THE UTILITY AUTHORITIES INSPECTORS 72 HOURS BEFORE CONNECTING TO ANY EXISTING LINE. MINIMUM WATER AND SANITARY SEWER TRENCH WIDTH SHALL BE 2 FEET. ALL UTILITIES SHOULD BE KEPT TEN (10') APART (PARALLEL) OR WHEN CROSSING 18" VERTICAL CLEARANCE (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE). IN THE EVENT OF A VERTICAL CONFLICT BETWEEN WATERLINES, SANITARY LINES, STORM LINES AND GAS LINE (EXISTING AND PROPOSED), THE SANITARY LINE SHALL BE DUCTILE IRON PIPE WITH MECHANICAL JOINTS AT LEAST 10 FEET ON BOTH SIDES OF CROSSING, THE WATERLINE SHALL BE MECHANICAL JOINTS WITH APPROPRIATE THRUST BLOCKING AS REQUIRED TO PROVIDE A MINIMUM OF 18" CLEARANCE, MEETING REQUIREMENTS OF ANSI A21.10 AND ANSI 21.11 (AWWA C-151) (CLASS 50). LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE LOCAL AUTHORITIES WITH REGARD TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES. 13. ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY CODES AND/OR UTILITY SERVICE COMPANIES SHALL BE PERFORMED PRIOR TO ANNOUNCED BUILDING POSSESSION AND THE FINAL CONNECTION OF SERVICE. 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND SPECIFICATIONS. 15. CONTRACTOR TO PROVIDE TRENCHING, BACKFILL, 2 - 4" PVC SCHEDULE 40 CONDUITS, AND PULLING WIRES FOR UNDERGROUND TELEPHONE SERVICE FROM EXISTING FACILITIES AS SHOWN ON PLANS. CONTRACTOR TO COORDINATE INSTALLATION AND POINT OF CONNECTION WITH UTILITY PROVIDER. 16. CONTRACTOR IS TO PROVIDE TRENCHING, CONDUIT, AND BACKFILL FOR ALL UNDERGROUND POWER LINE AND VAULTS AS REQUIRED BY UTILITY PROVIDER. POWER LINES AND POLES TO BE INSTALLED BY UTILITY PROVIDER. SEE SITE ELECTRICAL PLAN FOR SITE LIGHTING AND FOR PRIMARY ELECTRIC SERVICE LOCATIONS. 17. GAS PIPING SHOWN FOR COORDINATION ONLY. INSTALLATION OF THE GAS MAIN AND METER TO BE ACCOMPLISHED BY UTILITY PROVIDER. 18. GREASE INTERCEPTORS SHALL REQUIRE A SEPARATE PERMIT. 1. SS 100 #5072 CITY OF TUKWILA UTILITY NOTES ALL TRENCH EXCAVATION OPERATIONS SHALL MEET OR EXCEED ALL APPLICABLE SHORING LAWS FOR TRENCHES OVER 4 -FEET DEEP. ALL TRENCH SAFETY SYSTEMS SHALL MEET WISHA REQUIREMENTS. 2. POWER, CABLE, FIBER OPTICS, AND TELEPHONE LINES SHALL BE IN A A TRENCH WITH A 5' MINIMUM HORIZONTAL SEPARATION FROM OTHER UNDERGROUND UTILITIES. 3. ADJUST ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS-OF-WAY OR EASEMENTS AFTER ASPHALT PAVING. SILjCB 52 5105 h C-3.6 KEY PLAN LEGEND WATERMAIN FIRE HYDRANT FDC THRUST BLOCK 40 GATE VALVE REDUCER DOUBLE CHECK BACKFLOW PREVENTOR (DDCVA) RPPA WATER METER SANITARY SEWER MAIN SS MANHOLE 8" W SS CLEANOUT TO GRADE FRANCHISE UTILITY CORRIDOR (GAS, TELEPHONE, ELECTRIC IN EASEMENT) POWER LIGHTING CONDUIT TELEPHONE GAS e N ■ 0 SJ • . UTILITIES TO BE REMOVED UTILITIES NOT TO \\\\\\\\ BE INSTALLED tOt Witt 03.1\ co coot wove) c<0.00.t;--irciszto CALL 48 HOURS BEFORE YOU DIG -800-424-5555 0 GRAPHIC SCALE 20 40 80 160 ( IN FEET ) 1 inch = 40 ft. D 0 8 - 3b3 RECEIVED 0 6 2006 PERMIT CENTER Westfleki South cefl ter 833 Tuk`��ry. yWA., � .I������9�/8/��1��8&� 208-246-423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard, 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, 15 THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE THENOT BE USED OTHERWISENWITHOUTCIFIED WRITTENOJECT PERMISSION FROMONLY ANDALL THE ARCHITECT Registration N 0 Consultants 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM Approvals/Phase: BANK OF AMERICA PERMIT / BID SET PROGRESS: 6/20/2008 'NOT FOR CONSTRUCTION' Key Plan: No. Revision Date A A A 0 Sheet Title WATER AND SEWER PLAN Job No. Date Scale 1-0.11 r.as Sheet Title 3.6 E M 0 0 0 0 LJ 0 0 cp n 0 0 L 0 N co C w 0 w Q J Y a V. a RI _.,-N[ . ;DCB 40 1170 ti 719 V3 2 ( ■ - - a y ® _ IS E O Will NMI IS --?)C�°�) ADL, Imo, iliWr Imo able MI ® fo<'^a 6 ®MN '418^II9➢ '+eSffi'1 �® MATCHUNE SEE SHEET D-1.3 ® 11 p 111111 11p :11 1I I'• 11 p 11 ST (RECORD) H 376.1 N^+ SiCB 371 :s 37,11 2. fel -SDCFB 374 3700 .3783 n 28/4 (LIMITS OF 111 BUILDING �• i PAD i I i' I `rl i1)P (14 1 1 .s:r31M.GktK:Y�ffi' All111-11-11-11_11-11HJ 116011=11011=31111=M•1111 4 runi.-.rw j/ • - �o.,.._..--5 a -f_ _y:., "�'...t _. H....°�--�:�a, -gyp �..,�- f d{'..-,i>•%.�' o\�i: \ i1i�i'�.i� _ii.iiii�\i'ti� Mmai..:....`va ysu'` air .ex . •_n��r ■v_ .+...- ,'m•.rcnlly.arua:r. i.7�''a .. `^` __^ �J� ran.rurww�•uecruiawao.taaas.ucm,...ua*eaAmaY.s->xasss:cuau,a'1xvCaxuxsxwt.raar>r.'+^ romcasmor I 1 %M..., SSt.S l ORIM J GENERAL EROSION CONTROL AND DEMOLITION NOTES /1\ \ I?' rTh SO 400 38 li 2..•-.1011111.11r r- NEM -111 r rr� i'M rrrrl-s ■ ..r..r r-r+r..e!r tag / S 89:50'56" E l_ -SS 102 1 -•- ,.-w.i-._ ;DCS 5 5-- ` . 5206 C -SS 211_, 5103 Q) t I .. -- �--:>S 21q ct 5102 l 0 /'-' ,F it EAS AL A1 720107097 SS 1 'lite td, V% ` Ssaa f-- F- -.-_.-...... i rcx a 1Rairrrr�rrar-•-• II• ..�1-<*.+3-- L'tie��.YKr`MJ isnr +T` niter VFii H1 temt-atiesszptwt..,;� .". CON CURES -STRANDER =BOULEVARD 111650 5t SOCB .500 '`SOCR 501 #5054 5165 • ss : ;I', J 5073 VD MON 1. /0/92 SS 100 #5072 THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE BASED UPON THE SURVEY PREPARED BY APEX ENGINEERING, RECEIVED 6-16-2004. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. 2. CAUTION - NOTICE TO CONTRACTOR THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING 10. UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE, AND FEDERAL STANDARDS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT -LADEN RUNOFF FROM DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION. 5. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION AND THE SITE IS STABILIZED. 16. 6. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED AND INSPECTED BY THE LOCAL JURISDICTION PRIOR TO ANY CLEARING OR CONSTRUCTION TAKING PLACE. DURING CONSTRUCTION, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE OWNER AND/OR CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 7. 9. 11. 12. 13. 14. 15. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED ADEQUATE BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR ON A FREQUENT BASIS AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES, ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL DEPTH. AT NO TIME SHALL CONCRETE, CONCRETE BYPRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DISCHARGE FROM THE PROJECT SITE. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED CONSTRUCTION DRAWINGS ON SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK TO OBTAIN ALL NECESSARY PERMITS FROM THE LOCAL JURISDICTION PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. THIS APPROVED "TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN" MUST BE IMPLEMENTED PRIOR TO ANY SITE WORK. SEE THE PLANS AND DETAILS FOR FURTHER INFORMATION. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. MAXIMUM SLOPES SHALL BE 2:1 HORIZ: VERT FOR FILL SLOPES, AND 2:1 HORIZ: VERT FOR CUT SLOPES. ROCKERIES OR OTHER RETAINING FACILITIES EXCEEDING 4' IN HEIGHT REQUIRE A SEPARATE PERMIT. 17. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN 60 DAYS SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH. 18. SLOPE STABILIZATION. CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. ROUGHENED SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES. INTERCEPTORS SHOULD BE CONSTRUCTED AT THE TOP OF LONG, STEEP SLOPES WHICH HAVE SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE RUNOFF. CONCENTRATED RUNOFF SHOULD NOT BE ALLOWED TO FLOW DOWN THE FACE OF A CUT OR FILL SLOPE UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL OR PIPE SLOPE DRAIN. WHEREVER A SLOPE FACE CROSSES A WATER SEEPAGE PLANE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHOULD BE PROVIDED. IN ADDITION, SLOPES SHOULD BE STABILIZED IN ACCORDANCE WITH ITEM (17) ABOVE. 19. STORM DRAIN INLET PROTECTON. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE PROTECTED SO THAT STORMWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. 20. REFER TO PROJECT SPECIFICATIONS FOR SURFACE WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE. 21. DUE TO POTENTIAL TRACKING OF CONSTRUCTION RELATED TRAFFIC, INLET PROTECTION SHALL BE INSTALLED ON ALL CATCH BASINS WITHIN 300' OF CONSTRUCTION ENTRANCE. 22. DEMOLITION NOTES ARE FOR CLARIFICATION ONLY AND ARE SHOWN FOR THE CONTRACTOR'S BENEFIT. THESE NOTES ARE NOT INTENDED TO BE COMPREHENSIVE. THE CONTRACTOR SHALL REMOVE OR RELOCATE ALL EXISTING ON-SITE IMPROVEMENTS NECESSARY TO ACCOMMODATE THE PROPOSED CONSTRUCTION. 23. CONTRACTOR 15 TO REMOVE ALL EXISTING SURFACE IMPROVEMENTS AND DEBRIS WITHIN THE LIMITS OF WORK UNLESS OTHERWISE NOTED. ALL DEBRIS FOUND ON SITE SHALL BE DISPOSED OF IN ACCORDANCE WITH APPLICABLE STATE CODES. 24. CONTRACTOR TO PROTECT EXISTING FEATURES WHICH ARE TO REMAIN. 25. ABANDONED PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD LIMITS WITH AN EXCESS OF 3' COVER MAY BE DECOMMISSIONED AND ABANDONED IN PLACE, PROVIDED THAT THESE ABANDONED AND DEBRIS WITHIN AND CAPPED. EXISTING SUBSURFACE UTILITIES ARE GROUTEDIMPROVEMENTS THE PROPOSED BUILDING PAD AREA, INCLUDING 10' BEYOND FOUNDATIONS, SHALL BE REMOVED. 26. CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE RIMS, DRAINAGE STRUCTURES, VALVE BOXES, VAULT LIDS AND UTILITY ACCESS STRUCTURES TO FINISH GRADE WITHIN AREAS AFFECTED BY PROPOSED CONSTRUCTION. KEY MAP DEMOLITION KEY D-16 AFTER DECOMMISSION OF EXISTING UTILITY, COMPLETELY REMOVE EXISTING UTILITY PIPE/CONDUIT AND BACKFILL WITH COMPACTED STRUCTURAL FILL. UTILITY PIPES LOCATED OUTSIDE PROPOSED BUILDING PAD LIMITS WITH GREATER THAN 3' COVER MAY BE GROUTED, CAPPED AND ABANDONED IN PLACE. 03 DEMOLISH EXISTING CONCRETE CURB AND GUTTER. DEMOLISHED CONCRETE MAY BE CRUSHED ON-SITE AND REUSED AS FILL IN PARKING AREAS. (4) DEMOLISH EXISTING CONCRETE SIDEWALK TO NEAREST JOINT. DEMOLISHED CONCRETE MAY BE CRUSHED ON SITE AND REUSED AS FILL IN PARKING AREAS. DEMOLISH AND REMOVE EXISTING ASPHALT PAVEMENT TO DEPTH SUFFICIENT TO CONSTRUCT NEW PAVING AND IMPROVEMENTS. DEMOLISHED ASPHALT MAY BE CRUSHED ON SITE AND REUSED AS FILL IN PARKING AREAS. (6) SAWCUT,MATCH AND JOIN EXISTING PAVEMENT. SAWCUT LINES SHOWN ARE APPROXIMATE. 14 PROTECT EXISTING UTILITY TO REMAIN (6 PROTECT EXISTING PAVEMENT TO REMAIN 16) PROTECT EXISTING LIGHT STANDARD TO REMAIN. MAINTAIN OR RETROFIT EXISTING LIGHTING CIRCUITRY TO MAINTAIN LIGHT FIXTURE OPERATION. (1t REMOVE AND RELOCATE EXISTING LIGHT STANDARD AND BASE. REMOVE EXISTING CONDUIT. PATCH PAVEMENT UNLESS ADJACENT PAVEMENT IS SHOWN TO BE DEMOLISHED AND REPLACED. KItVIEVVED FOR CODE COMPLIANCE APPROVED OCT 2 `7 25108 CI�'tV Of Of TUIcWila LEGEND 1 D-3.0 D-3.0 EXISTING UTILITY TO BE DEMOLISHED REMOVE EXISTING ASPHALT REMOVE EXISTING CONCRETE SAWCUT PROPOSED FINISH GRADE PREVIOUSLY GRADED CONTOUR EXISTING CONTOUR SILT FENCE CATCH BASIN PROTECTION LIMITS OF CONSTRUCTION /-//////f////-H 111 CALL 48 HOURS BEFORE YOU DIG -800-424-5555 RECEIVED CITY OF TUKWILA AUG2 6 2008 3 ��ryG/1/10'U///1//////d/////0///1N////1/N/////////N1/////////1/1//1//D////1N1////////1//d/a .,. - . ... PERMIT CENTER V / GRAPHIC SCALE 49 0 20 6o 100 ( IN FEET ) 1 inch = 40 Pt. So -0th cen ter 633 Tukwila. W$O '9818862888 206-246-0423 WESTFIELD DESIGN & CONSTRUCTION 11601 Wilshire Boulevard. 11th Floor Los Angeles, California 90025-1748 Telephone 310 478 4456 Facsimile 310 478 4468 THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE ARCHITECT AND MAY NOT BE REPRODUCED 'WITHOUT THE ARCHITECT'S PERMISSION AND UNLESS TTIE REPRODUCTION CARRIES THE ARCHITECT'S NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWING ARE FOR USE ON THE SPECIFIED PROJECT ONLY AND SHALL NOT TOE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT Registration No. EXPIRES 1/31%08 Consultants 1505 Westlake Ave. N. Suite 305 Seattle, WA 98109 T (206) 522-9510 F (206) 522-8344 WWW.PACLAND.COM Approvals/Phase: BANK OF AMERICA PERMIT / BID SET PROGRESS: 8/25/2008 'NOT FOR CONSTRUCTION' Key Plan: No. Revision Date CITY OF TUKWILA CORRECTIONS 8-25-2008 0 A A A Sheet Title DEMOLITION AND EROSION CONTROL PLAN Job No. Date 1-2-oe Scale Sheet Title D-1.6 S:\Washington\TUKWILA\Westfield\20rawings\Mall Exponsion\BANK OF A\WFBA010D.dwg DATE: 08/20/08 5:05pm 1- 0- a ) J BLUE FESCUE BLUE STAR JUNIPER '7 'ICE DANCE SEDGE 'LITTLE BUN Y' FOUNTAIN GRASS 1- 'l DWARF EUR�tING BU51-1 'MORNING LIGHT' M I SCANTHU 1I LANDSCAPE OUIL.DER L4TYPICAL) ADJACENT PLANTINGS SHOWN FOR REF RENC ONLT - N.I. 'ICE DANCE SEDGE _ 'LITTLE BUN Y' FOUNTAIN G SS 1 (9) JACQUEMONTII BIRCH 1 t d01` 19 -Mt. vERNON LAUREL DAVID vIBURNUM Il-'vIvELLII' HEATHER ACQ 0 TII' SIRCH SWErTGUI 'MO INC L IGI- MIS ANTI -111.15 BLUE FESCUE T' d01S 1111111.11111111 \ADJACENT PLANTINGS SHOWN FOR REFERENCE ONLY - N.I.C. d01S1;4. 4,5rotliSk DAVID VIBURNUM SLE 51j4R J NIPER BIRD'S (NEST ISPRLICE 'LMFTLE BUNN�' FOUNTAIN GRASS 11 -MT. VERN LAUREL aN41. AA, .ry wrltq,: •WO.L �\ 17(C\ rtign:t LANDSCAPE BOULDER (TVP.) 19-'vIVELLI[' HEATHER BURNING BUSH MAG I FIRE aigp'B .NESt" _ SPRUCE: DAvlD S. RNvl U . 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LANDSCAPE BOULDER (TYP-) SCALE DRAWING FOR SIZES � t 'KARL FOERSTER' GRASS 'MAGIC CARPET' SPIREA.... t4vID VIBURNUM HELLERI HOLLY I& I& Ala . +ol� ♦ . l+a -. .> p•. • p.r .,�t.•y . •.•-� .-. �r •• r, vr�o' •x.• ,•a�'b!i; -�i. A .°�.� aA• o a 1 NW 0r I I.I � rr. ® 0, Oil:,cc,e; irlf,wir,'�o' •rf tni;,•'� Witre tOYSI .I:,i 04 �i�i �1it til rfic •t1 1':/r1 i•4©•OA•C`+ • 0 1 0 \ a /,sem EXISTING STREET TREES AND LANDSCAPING TO REMAIN PRUNE PHIOTINIA AND JUNIPER AS NEEDED TO ACCOMODATE NEW SIDEWALK -BANK-OF AMERICArEANCP APE PLAN - 10 1 HIGH VISIBILITY TEMPORARY PROTECTIVE FENCING -1 0 'MAGIC CARPET' SPIREA BLUE FESCUE 'HELLERI' JAPANESE HOLLY SWEETGU" I 1 i I BIRD'S NEST SPRUCE 1 BLUE STAR JUNIPER LA UVT4 MA .BERM SYMBOL QTY BOTANICAL NAME COMMON NAME SIZE 4 SPACING 0 21 BETULA JACQUEMONTI I 'CRIMSON PYGMY' BARBERRY I 1 GAL. CONT. &� 21/2' O.G. JACQUEMONTII BIRCH 2" CAL., 12'-14' HT.,84B_ 1 LIQUIDAMBAR STYRACIFLUA SWEETGUM 2" CAL-, 12'-14' HT., Be 45 36 9 : RISER'S T LI a 0, I ' RIM OI PY Y' 'CRIMSON PYGMY' BARBERRY I 1 GAL. CONT. &� 21/2' O.G. CALLUNA VULGARIS 'WICKWAR FLAME' CAMELLIA 'CHANSONETTE' 'W K AR •M4 HEATHER CHANSONETTE' CAMELLIA 1 GAL. CONT. 0 2'O.C. 5 GAL. CONT. O.C. 10 36 6 40 229 18 16 26 142 16 8 150 6 96 0-1 •'AECYP • RIS OSTU 'NANA' ERICA_CARNEA 'VIVELLII' -- EUONYMUS ALATA 'COI" IPACTA' DUP. HINOKI CYPRESS 'VIVELLII' HEATHER 2 GAL CONT. Q 3' O.C. 1 GAL. CONT. 47 2' O.C. DUP. BURNING BUSH 5 GAL CONT. 0 4' O.C. FOTHERGILLA MAJOR 'MT. AIREY' ILEX CRENATA 'HELLER' JUNIPERUS SQUAMATA 'BLUE START 'MT. AIREY' FOTHERGILLA 1 GAL CONT. 0 31/2' O.G. 'HELLERI' HOLLY 2 GAL CONT. B 21/2' O.C.. I GAL FONT. a 21/2' O.C. u n - d A 4 O.C. 21 24 FIT. SF'RE D 5 GAL CONT_e 3' O.G. _ 1 GAL. CONT. e 2' O.C. 'BLUE STAR' JUNIPER __.. _ __ SPRUCE I DNEST PR B R 'PRELUDE' PIERIS PICEA ABIES NIDIFORMIS PIERIS JAPONICA 'PRELUDE' PRUNUS LAUROCERASUS 'MT. vERNON' PRUNUS LAUROGERASUS 'OTTO LUYKEN' SPIREA JAPONICA L(MEMOUND I SPIREA JAPONICA 'MAGIC CARPET'I'MAGIC I TAXUS BACCATA 'REPANDENS'ISPREADING 1 VIBURNUM DAYIDII 'MT. VERNON' LAUREL OTTO LUYKEN LAUREL LIMEMOUND SPIREA _ 21"-24" HT. 4 SPR 1345 a 4' O.C. 2 GAL CONT. 6___ ____ _ 2 GAL CONT. 0 21/2' OC. 1 21" 24" SPREAD e -4-1-6:C71 12 GAL CONT. 0 3/ O.C. CARPET' SPIREA ENGLISH YEW I DAVID VIBURNUM 0 0 31 I 131 223 30 I88 CALAMk OSTIS X ACUTIFLORA 'KARL FOERSTER' I'KARL FOERSTER' GRASS1 5 GAL. CONT. i 4' O.C. GAREX MORROWII 'ICE DANCE' 'IGE DANCE' SEDGE BLUE FESCUE 1 GAL. CONT 6 211'' O_C. 1 GAL. CONT. 16" O.C. 4'OC.0 5 GAL. CONT. 0-41.0.6.-- CONT-_* 2!�.' OG., .- FESTUCA OVINEA_GLAU_CA MISCANTHUS 'MORNING LIGHT' PENNISTUM 'LITTLE SUNNY' 'MORNING LIGHT' MISCANTHUS 'LITTLE ,BUNNY' GRASS - _IIGAL. • 1 � 0 1 'CRIMSON PYGMY' BARBERRY SCALE: 1 "=20'-0" NORTH 0 20' 40' SCALE: 1"=2C-0" 60' bO8-33 iectoweio coot CQ V Ce oc12110 RED CITY OF ECEIVTUKWLA AUG 2 6 2008 PERMIT CENTER ATE OF NGTON TERED ARCHITECT B. Glander ate Na 405 ) J 0L Di yr I i 11 AL Com" SL 1 ,A11111 nr\ r Exlstfg rrl i atl5n and irrigation currently\unc4er 7etructfon wn (2tone) for reference onl MModlfy,Zone "IS per Bank of America Irrigation PI (Sheet LI.03) N\ all UIESTFIELD MAINLINE, SLEEVING: AND ZONE 019 UNAFFECTED BY BANK OF AMERICA IMPRQVEMEt',-5. 0 SL. 16 80 SF 80 3�F 18 5F tak 11 80 5F ■1 5F SL 3" SL. dOIS 3" 5L. 14nor— I I. BALL VALVE FOR FUTURE PANSION AREAS OF ZONE "18 MODIFIED BY SANK OF AMERICA IMPROVEMENTS. NVA yr - 46 SF 1'1/2" SL. 4& 1,211 4e, E. 46, 5. F L. II WESTFIELD SOUTHCENTER 1.7 IRRIGATION (FOR REFERENCE ONLY) SCALE: 1 "=20'-0" — — — — \ \ \ Bank of,Amelr ca IrTfgatlon shall utilize Westfield Z-ne !IS as shown. 7ire Modify Westfield Zone "\8QN tI \ Includle'thls island'sIrrlgatlonN and new Islands shown. %4 4FA•morY 1 1 1 1 11 40.4 g / P.O.C. e 2116" Irrigation. • Mainifne:stub =5ee Westfield ' .Southcenter Addendum J Irrigation Plans for. more .info...' NVA 3" SI. 2" ' ,' i 3/4 .f1 11 1112 51. \\ - 4 /411 114 Ai 3"5 7,451 SF FFE = 26.5C 3" S4 3/4 11/4 11 11411 11 'UI - r ) •C;JI • LTJ. 411 51. 44. 3/411 147-1.1- T 39 .lizdl. • at L 1.,211 51. 11/2 - 3" SI. Il 3" SI. I1 11 11 3/411 1,,2" 51. 3/411 III _ loll 11 Yd Q 111 II 3/4 H I 11 11 3 51. 11/2" 3/4 11 3411 LI 19 II 3/4" I I — 311 Sl. 34" 11/211 51. 3/411 3/411 3/411 — 3411 4 112" 51. 112 1 3411 1 OM ME ,1111•1111111.11SPS EN 1'1 .-3/4T ----1 —° — —=__° — BANK OF AMERICA IRRIGATION PLAN — • — f;R,. J 3 • cof+v cot491304Ce WOVE pc,1 2,1 20 --° 1 SCALE: 1 "=20'-0" VALVE CHART VALVE I CPM I SIZE 16 59.95 1 I/2 " 31 33.04 1 Ire " 32 4229 1 11211 33 52,31 1 1/2" NORTH 0 20' 40' 60' SCALE: 1"=2C-0" RECEIVED CITY OF TUK WILA AUG 2 62008 PERMIT CENTER STA OF WAS NGTON REGI: ED LANDS+'CHITECT Jeffr- B. ' lander Certiti• • to No. 405 D68 — 363 VEGETATION PROTECTION NOTES 1. Protective Barrier. Before development, land clearing, filling or any land alteration, the contractor: a. Shall field verify location, size and species of all existing vegetation to be retained to determine appropriate RPA. b. Shull erect tree protection fencing around the RPA of all existing vegetation to be retained, as described in the Temporary Tree Protection Fence Detail. The fencing shall be retained throughout construction. c. Shall prohibit parking equipment, placing solvents, storing building material and soil deposits, dumping concrete wash out locating burn holes, grading, trenching, cutting, impervious surfacing, other construction, compaction of earth, or other potentially damaging activities within the RPA's of existing vegetation. No person may conduct activity within the Root Protection Area (RPA) of any existing vegetation to be retained, except as otherwise noted (see landscape and irrigation specifications). d. Shall ensure that any clearing or landscaping done within the RPA shall be accomplished with hand labor only and shall be conducted with the aim of no adverse impoct on existing vegetation. e. Shall ensure no roots greater than 2" shall be cut. f. Shall ensure that no person shall attach any object to any existing tree. 2. The Root Protection Area (RPA)is defined as the area within the dripline of the tree or shrub to be retained, unless the tree is an oak. The RPA for oak trees extends to one and one-half times the radius of the canopy. 3. Return all areas to their pre -construction state after installation is complete. 5. IMPORTANT: All trees indicated as "To Remain" must be retained. Failure to retain any indicated tree will result in contractor replacing tree per the City or otherContractor shall notify the Landscape Architect, Forester and/or City (as applicable) if it is determined that a tree cannot be retained. SCH. 40 PVC TEE KING BROS. 1/2" AUTOMATIC DRAIN VALVE 6" PROTECTIVE PVC SLEEVE GRAVEL SUMP 8' max. between fence posts Fence Anchor Posts, minimum 6' height, installed to a depth of at least 1/4 total post height. .111-I I I -III -III -I 11=1 1 1 I I III III 1 111 111 - Erect and maintain readily visible protective tree fencing along the outer edge and completely surrounding the "Root Protection Areas" of all protected vegeta ion. Fences shall be constructed of High Visibility Fencing and at least four fee high, unless other type of fencing Is authorized by the Landsape Architect. For definition of the Root Protection Area (RPA), see Vegetation Protection Notes, this sheet The protective fence should be maintained throughout construction. Construction equipment shall not enter into the RPA at any time. No grading, dumping, storage, trenching, cutting, impervious surfacing or other construction shall take place within the RPA. All clearing and planting within the root zone shall be done by hand. High Visibility Fence fabric minimum 4' ht. (unless otherwise stated) Bury fence posts Min. 24" depth TEMPORARY PROTECTIVE FENCE DETAIL 2 CU. FT. DRAIN GRAVEL NOTE: INSTALL AT LOW POINT(S) OF EACH VALVE LATERAL LINE SYSTEM TO FACILITATE COMPLETE DRAINAGE. 2 tt N 12" MIN. AUTOMATIC DRAIN VALVE NOTE: ALL WIRES TO BE INSTALLED AS PER LOCAL CODES. NO "IN-LINE" WIRE SPLICES ALLOWED. TAPE AND BUNDLE WIRES EVERY 20 FEET. PROVIDE EXPANSION COILS AT EACH VALVE - WRAPPING WIRE AROUND 1/2" PIPE 15 TIMES. ALL THREADED CONNECTIONS SHALL BE MADE WITH TEFLON TAPE. 1111 -1111 -illi -lin -Bili gnigillgnil-i/� 2-1111.=11 liM,1 = I= SHED. 80 PVC UNION CLASS 200 PVC PIPE TO SPRINKLERS NTS 1" LOW VOLTAGE WIRES 1 CU. FT. DRAIN GRAVEL BELOW VALVE G IIIA ij ridLiff , ELECTRIC CONTROL VALVE 2" PVC SLEEVE MAIN LINE REDUCING TEE RAINBIRD #63100 VALVE MARKER NTS. -1111=1111=1111=1111miu III" III=IIll llll -HII=1111=III'= �=1111=_1111 1111F-pik 1111111 1111 3/4" CLOSE NIPPLE 3/4" X 3" PROTECTIVE PVC NIPPLE GRAVEL SUMP G (2 CU. FT.) 0 8 G 0 Qo o0 12" MIN. FINISH FINISH GRADE WILKINS #200-3/4" (OR EQ.) BRASS ANGLE VALVE WITH UNION. INSTALL AT ALL MAINLINE LOW POINTS TO FACILITATE COMPLETE MAINLINE DRAINAGE. z 5 N MANUAL DRAIN VALVE ASSEMBLY VALVE BOX COVER FINISH GRADE AT LIP OF BOX IN TURF AND PAVED AREAS; 1" BELOW LIP IN ALL OTHER AREAS VALVE BOX; REFER TO IRRIGATION SHEET NOTES AND/OR SPECS ELECTRIC CONTROL VALVE SCH. 80 PVC NIPPLE SCH. 40 PVC & FITTING 2 X 4 CEDAR BLOCK TAPE AND BUNDLE WIRES SCH. 80 PVC NIPPLE; LENGTH AS REQUIRED SCH. 40 PVC FITTING PRESSURE MAINLINE NTS FINISH GRADE SPRINKLER BODY 1-SCH. 40 & 2-MARLEX STREET ELLS OR PRE -ASSEMBLED SWING JOINT W/ SCH. 40 SWIVEL ELLS NTS WALK OR CURB 30"-45° THREADED RISER (IF NEEDED) LATERAL LINE FITTING POP-UP SPRINKLER ASSEMBLY NTS CHAINLOCK TREE TIES 3" 3' NTI G P SHALL BE A MINIMUM OF TWICE THE ROOT -BALL DEPTH Yi ,A1 4 v S IJ#' ' ;#0 Wale ►- %�� -ea J 144110 IC A w,r Jl� crs 8' ROOTBALL 8" 1 WIDTH PLANTING P T - SHALL BE A MINIMUM OF TWICE THE ROOTBALL WIDTH. (2)- BVC WOOD TREE STAKES (MIN. 6' HT.) 2" MULCH IN BASIN 3" WATER RETENTION BASININ SHRUB AND GROUNDCOVER AREAS ONLY) FERTILIZER TABLETS REMOVE BURLAP FROM TOP 2/3 OF ROOT BALL. BACKFILL SOIL MIX COMPACTED MOUND OF BACKFILL SOIL MIX NOTE: REMOVE TREATED OR SYNTHETIC BURLAP COMPLETELY. TREE PLANTING AND STAKING DETAIL FINISH GRADE (INCLUDING BED MULCH) 2" 0 SHRUB BEDS, FLUSH © LAWN AREA ASPHALT PAVING WIDTH VARIES dIIIv11111IVi�IIIE REFER TO PLAN NTS Ail � HIIIIIIIIIIIIIIII r CONCRETE CURB OR ADJACENT PAVEMENT PLANTING PIT SHALL BE A MIN. OF TWICE THE ROOTBALL DEPTH PLANTING PI SHALL BE A MINIMUM OF TWICE THE ROOT - BALL DEPTH SHRUB PLANTING DETAIL MULCH WATERING BASIN BERM FERTILIZER TABLETS, 2"-6" DEPTH PEEL BURLAP BACK FROM TOP HALF OF ROOT BALL AFTER PLACING SHRUB IN PLANTING HOLE (REMOVE COMPLETELY IF FIBERGLASS OR TREATED). BACKFILL SOIL MIX (CONT., B & B) 3" MIN.; REFER TO PLAN FOR SPECIFIC XXX BERM & CROWN HTS, SUB -BASE MATERIAL NATIVE SOIL TOPSOIL FILL - REFER TO SPECIFICATIONS FOR SOIL TYPE NOTE: GENERAL CONTRACTOR SHALL REMOVE EXCESS ASPHALT PAVEMENT AND SUB- BASE MATERIAL DOWN TO NATIVE SOIL. PARKING ISLAND PLANTER DETAIL NTS IRRIGATION SPECIFICATIONS AREA FOR SPACING ADJUSTMENT NTS CONTINUOUS OUTER ROW OF PLANTS SPACED "X" ON CENTER AND SET BACK FROM THE PLANTING BED EDGE 2/3 "X" 2/3 "X" EDGE OF PLANTING BED TRIANGULAR SPACING WITHIN PLANTING BED SPECIFIED PLANT SPACING="X" INDIVIDUAL PLANTS REPRESENTED AS:+ PLANT SPACING DETAIL 1. This plan is diagrammatic; all piping, valves, etc. shall be installed in shrub beds where possible and shall follow the plan as close as is practical. 2. Locate all mainlines within the project limits. 3. Pipe sizes are constant between pipe size call -outs. 4. Refer to details for additional information. 5. All piping and wiring under paved areas shall be housed in class 200 PVC sleeves installed at a 24" depth. Size sleeves as needed to accommodate pipe and wires, unless otherwise specified on drawing. 6. Contractor shall make field adjustments os needed to obtain full coverage. Landscape Architect reserves the right to make nozzle changes as needed at no additional cost. Adjust head positions and add or delete heads as needed depending on actual field conditions. 7. All manual, gate and electrical valves and other underground equipment shall be housed in Nelson, Ametek or equal rectangular valve boxes. 8. No in-line wire splices allowed. Supply valve boxes at all electrical junctions. Tape and bundle wires every 25 linear feet. 9. Contractor is responsible for complete system drainage. Install King Bros. 1/2" automatic drain valves at lateral line low point(s). Install manual drains at all mainline low point(s) and where indicated on plan. Contractor shall provide adjustable check valves on any irrigation head that experiences low head drainage. 10. All threaded pipe connections shall be made using Teflon tape wrapped at least three times around pipe threads. 11. All gate and electric valves shall be installed with unions on the downstream end of the valve (refer to details). 12. All pipe shall have a firm uniform bearing for the entire length of each line, free of rocks or debris. All trenches containing pipe and/or wires shall be backfilled with clean topsoil, free of all lumber, rubbish and rocks over 1" in size, or clean sand if clean topsoil is not available. 13. Contractor shall provide owner with one set of as -built record drawings showing exact actual locations of all sprinkler equipment. Contractor shall orient owner with complete system and controller operations, and winterization procedures. 14. Contractor shall supply and install all equipment shown on the plans and indicated in the specifications to achieve proper operation of said equipment. All equipment installations, electrical and plumbing connections shall be in conformance with all applicable codes and ordinances, these specifications, and the manufacturers recommendations whether indicated on the drawings or not. 15. Contractor shall include in his bid ane Fall winterization and one Spring activation of irrigation system. These activities shall be included as part of Owner orientation procedures. Any damage to the irrigation system or the landscape as a result of failure to comply with these requirements shall be the sole responsibility of the Contractor. 16. Contractor shall guarantee in writing on his company letterhead all materials and workmanship for a period of one full year following acceptance of system installation. 17. Backflow preventor shall be inspected and tested by a certified backflow device inspector. Provide Owner with one copy of approval certificate. NTS LANDSCAPE SPECIFICATIONS 1. Refer to details for additional information. 2. Chemically kill and remove from site all existing weeds and vegetation not shown to remain on plans. 3. Distribute imported sandy loam topsoil (approved by the Landscape Architect) in areas shown and at depths indicated for crowning and berming of landscape areas, and backfill of retaining walls (if required). Dotted lines indicate 1' contour intervals. All landscape areas shall receive topsoil, whether indicated on plans or not, so that finish grades of all shrub beds shall be 2" below tops of adjacent curbs and pavement, and lawn areas shall be 1/2" below tops of adjacent curbs and pavement. Structural fill areas: Any landscape areas occurring within structural fill zones shall have said structural fill materials excavated to a depth of 12" below finish grades in shrub areas and 6" below grade in lawn areas, and replaced with specified topsoil. Dispose of excavated material off site. 4. Fine grade all landscape beds prior to planting operations. 5. No plant substitutions shall be permitted without prior approval of Landscape Architect/Owner. 6. All plants shall conform to the latest edition of the American Standard for Nursery Stock. 7. All plant materials and plant locations shall be approved by the Landscape Architect prior to installation. All plants shall be thoroughly watered immediately after planting with Alaska Fish Fertilizer solution. 8. Soil omendment for soil preparation and planting backfill shall be a screened 5/8" minus nitrified wood residual compost equal to: A. "Compost Plus" brand compost as available from South Sound Soils, Tenino WA (360) 273-8862. B. "Groco" brand compost as available from Sawdust Supply Co., Seattle, WA (206) 622-4321, or Great Western Supply, Olympia, WA. (360) 754-3722. C. Northwest Organics Compost as available from Northwest Organics, Redmond, WA (425) 558-4100. 9. Soil Preparation of area. Spread 100 (all landscape areas). Spread 9 c.y. of specified soil amendment per 1000 s.f. (approx. 3" depth) lbs./1000 s.f. of dolomite lime (in lawn areas only), 150 lbs./1000 s.f. of Agricultural Gypsum and 15 lbs./1000 s.f. of 16-8-8 commercial fertilizer over soil amendment. Roto -till all of the above to a 6"-8" depth and grade smooth, compacting as required and removing all rocks, clods and debris. 10. Lawn areas (seed or sod refer to plans) shall consist of the following turf types: 60% Turf -Type Perennial Rye Grass Varieties 20% Bluegrass 20% Hard Fescue 11. Seed and sod shall be equal to that as grown by Country Green Turf Farms; Olympia, WA. Seed shall be applied at 7 lbs/1000 s.f. and include 10 lbs./1000 s.f. of United Horticulture 15-5-10 fertilizer in all lawn areas. 12. All trees in lawn areas shall be planted in a 3' diameter circle of bed mulch. 13. Backfill mix for all plants (except Rhododendrons & Azaleas) shall be a blend of 1/3 existing site soil, 1/3 coarse sand, and 1/3 soil amendment specified in No. 8. Backfill mix for Rhododendrons and Azaleas shall consist of 2/3 above specified backfill mix and 1/3 fine grind hem -fir bark mulch. 14. Apply Osmocote 18-6-12, 9 month slow release fertilizer over the surface of all plant pits at the following rates: Trees Over 10' Height All Shrubs Except 1 Gallons: Ground Covers: 2 Cups 1/2 Cup 1/4 Cup Trees Under 10' Height: 1 Cup 1 Gallon Plants: 1/4 Cup 15. Fertilizer tablets for all plants shall be Agriform (20-10-5) 21 gram or 10 gram tablets distributed as follows: All trees: 4-21 gram tablets, all shrubs (except 1 gallons): 3-21 gram tablets, all 1 gallons: 1-21 gram tablet, all 2-1/4" and 4" pot ground covers: 1-10 gram tablet each. Set tablets directly next to rootball. 16. All shrub and ground cover beds shall receive a 2" depth (6 c.y. per 1000 s.f.) of "Fine Grind" hem/fir bark mulch as top dressing. 17. Apply a granular pre -emergent herbicide to all shrub and groundcover beds at the conclusion of the maintenance period. Do not use Casaron or Norasac Brands. 18. All work shall be performed to the satisfaction of the Landscape Architect/Owner. 19. All plants shall be guaranteed for one full year from date of project acceptance. All replaced plants shall be re -guaranteed. All replacements shall be made within 21 days of receiving written notice from the Owner. Contractor shall not be responsible for plants dying due to Owner neglect or vandalism, after the maintenance period. 20. Plant list quantities are shown for reference only. Contractor is responsible for verifying all quantities in list with actual plan call -outs, and installing plantings per the landscape plan. Groundcover and/or mass shrub quantities shall be adjusted as required for field conditions at the specified spacing. 21. Final inspection shall occur at the conclusion of landscape installation activities and shall include the following: A. Mow lawns once per week. B. Remove all weeds over 1" in height. C. Replace dead or unhealthy plants. D. Ensure proper function of irrigation system. E. Ensure adequate moisture is delivered to all landscape beds including non -irrigated areas. F. Fertilize all lawns at conclusion of maintenance period. a 60 -day maintenance period. Maintenance period shall commence upon completion of all IRRIGATION EQUIPMENT LIST KEVIEVVLD FOR CODE COMPLIANCE APPROVED OCT 217 2000 City CIS Tukwila MUM WM SYMBOL (EQUIPMENT 43" MFR. CATALOG NO. itiiir ROOT- :11.=11=1 BALL II.I�.II�LI DEPTH .IIPII. N.I.G./BY "12" :11� II=I MIN PA TORO `MIN I=111: 12" POP UP SHRUB SPR W/ 2106,180°,120° 4 90° SPRAYS 8' ROOTBALL 8" 1 WIDTH PLANTING P T - SHALL BE A MINIMUM OF TWICE THE ROOTBALL WIDTH. (2)- BVC WOOD TREE STAKES (MIN. 6' HT.) 2" MULCH IN BASIN 3" WATER RETENTION BASININ SHRUB AND GROUNDCOVER AREAS ONLY) FERTILIZER TABLETS REMOVE BURLAP FROM TOP 2/3 OF ROOT BALL. BACKFILL SOIL MIX COMPACTED MOUND OF BACKFILL SOIL MIX NOTE: REMOVE TREATED OR SYNTHETIC BURLAP COMPLETELY. TREE PLANTING AND STAKING DETAIL FINISH GRADE (INCLUDING BED MULCH) 2" 0 SHRUB BEDS, FLUSH © LAWN AREA ASPHALT PAVING WIDTH VARIES dIIIv11111IVi�IIIE REFER TO PLAN NTS Ail � HIIIIIIIIIIIIIIII r CONCRETE CURB OR ADJACENT PAVEMENT PLANTING PIT SHALL BE A MIN. OF TWICE THE ROOTBALL DEPTH PLANTING PI SHALL BE A MINIMUM OF TWICE THE ROOT - BALL DEPTH SHRUB PLANTING DETAIL MULCH WATERING BASIN BERM FERTILIZER TABLETS, 2"-6" DEPTH PEEL BURLAP BACK FROM TOP HALF OF ROOT BALL AFTER PLACING SHRUB IN PLANTING HOLE (REMOVE COMPLETELY IF FIBERGLASS OR TREATED). BACKFILL SOIL MIX (CONT., B & B) 3" MIN.; REFER TO PLAN FOR SPECIFIC XXX BERM & CROWN HTS, SUB -BASE MATERIAL NATIVE SOIL TOPSOIL FILL - REFER TO SPECIFICATIONS FOR SOIL TYPE NOTE: GENERAL CONTRACTOR SHALL REMOVE EXCESS ASPHALT PAVEMENT AND SUB- BASE MATERIAL DOWN TO NATIVE SOIL. PARKING ISLAND PLANTER DETAIL NTS IRRIGATION SPECIFICATIONS AREA FOR SPACING ADJUSTMENT NTS CONTINUOUS OUTER ROW OF PLANTS SPACED "X" ON CENTER AND SET BACK FROM THE PLANTING BED EDGE 2/3 "X" 2/3 "X" EDGE OF PLANTING BED TRIANGULAR SPACING WITHIN PLANTING BED SPECIFIED PLANT SPACING="X" INDIVIDUAL PLANTS REPRESENTED AS:+ PLANT SPACING DETAIL 1. This plan is diagrammatic; all piping, valves, etc. shall be installed in shrub beds where possible and shall follow the plan as close as is practical. 2. Locate all mainlines within the project limits. 3. Pipe sizes are constant between pipe size call -outs. 4. Refer to details for additional information. 5. All piping and wiring under paved areas shall be housed in class 200 PVC sleeves installed at a 24" depth. Size sleeves as needed to accommodate pipe and wires, unless otherwise specified on drawing. 6. Contractor shall make field adjustments os needed to obtain full coverage. Landscape Architect reserves the right to make nozzle changes as needed at no additional cost. Adjust head positions and add or delete heads as needed depending on actual field conditions. 7. All manual, gate and electrical valves and other underground equipment shall be housed in Nelson, Ametek or equal rectangular valve boxes. 8. No in-line wire splices allowed. Supply valve boxes at all electrical junctions. Tape and bundle wires every 25 linear feet. 9. Contractor is responsible for complete system drainage. Install King Bros. 1/2" automatic drain valves at lateral line low point(s). Install manual drains at all mainline low point(s) and where indicated on plan. Contractor shall provide adjustable check valves on any irrigation head that experiences low head drainage. 10. All threaded pipe connections shall be made using Teflon tape wrapped at least three times around pipe threads. 11. All gate and electric valves shall be installed with unions on the downstream end of the valve (refer to details). 12. All pipe shall have a firm uniform bearing for the entire length of each line, free of rocks or debris. All trenches containing pipe and/or wires shall be backfilled with clean topsoil, free of all lumber, rubbish and rocks over 1" in size, or clean sand if clean topsoil is not available. 13. Contractor shall provide owner with one set of as -built record drawings showing exact actual locations of all sprinkler equipment. Contractor shall orient owner with complete system and controller operations, and winterization procedures. 14. Contractor shall supply and install all equipment shown on the plans and indicated in the specifications to achieve proper operation of said equipment. All equipment installations, electrical and plumbing connections shall be in conformance with all applicable codes and ordinances, these specifications, and the manufacturers recommendations whether indicated on the drawings or not. 15. Contractor shall include in his bid ane Fall winterization and one Spring activation of irrigation system. These activities shall be included as part of Owner orientation procedures. Any damage to the irrigation system or the landscape as a result of failure to comply with these requirements shall be the sole responsibility of the Contractor. 16. Contractor shall guarantee in writing on his company letterhead all materials and workmanship for a period of one full year following acceptance of system installation. 17. Backflow preventor shall be inspected and tested by a certified backflow device inspector. Provide Owner with one copy of approval certificate. NTS LANDSCAPE SPECIFICATIONS 1. Refer to details for additional information. 2. Chemically kill and remove from site all existing weeds and vegetation not shown to remain on plans. 3. Distribute imported sandy loam topsoil (approved by the Landscape Architect) in areas shown and at depths indicated for crowning and berming of landscape areas, and backfill of retaining walls (if required). Dotted lines indicate 1' contour intervals. All landscape areas shall receive topsoil, whether indicated on plans or not, so that finish grades of all shrub beds shall be 2" below tops of adjacent curbs and pavement, and lawn areas shall be 1/2" below tops of adjacent curbs and pavement. Structural fill areas: Any landscape areas occurring within structural fill zones shall have said structural fill materials excavated to a depth of 12" below finish grades in shrub areas and 6" below grade in lawn areas, and replaced with specified topsoil. Dispose of excavated material off site. 4. Fine grade all landscape beds prior to planting operations. 5. No plant substitutions shall be permitted without prior approval of Landscape Architect/Owner. 6. All plants shall conform to the latest edition of the American Standard for Nursery Stock. 7. All plant materials and plant locations shall be approved by the Landscape Architect prior to installation. All plants shall be thoroughly watered immediately after planting with Alaska Fish Fertilizer solution. 8. Soil omendment for soil preparation and planting backfill shall be a screened 5/8" minus nitrified wood residual compost equal to: A. "Compost Plus" brand compost as available from South Sound Soils, Tenino WA (360) 273-8862. B. "Groco" brand compost as available from Sawdust Supply Co., Seattle, WA (206) 622-4321, or Great Western Supply, Olympia, WA. (360) 754-3722. C. Northwest Organics Compost as available from Northwest Organics, Redmond, WA (425) 558-4100. 9. Soil Preparation of area. Spread 100 (all landscape areas). Spread 9 c.y. of specified soil amendment per 1000 s.f. (approx. 3" depth) lbs./1000 s.f. of dolomite lime (in lawn areas only), 150 lbs./1000 s.f. of Agricultural Gypsum and 15 lbs./1000 s.f. of 16-8-8 commercial fertilizer over soil amendment. Roto -till all of the above to a 6"-8" depth and grade smooth, compacting as required and removing all rocks, clods and debris. 10. Lawn areas (seed or sod refer to plans) shall consist of the following turf types: 60% Turf -Type Perennial Rye Grass Varieties 20% Bluegrass 20% Hard Fescue 11. Seed and sod shall be equal to that as grown by Country Green Turf Farms; Olympia, WA. Seed shall be applied at 7 lbs/1000 s.f. and include 10 lbs./1000 s.f. of United Horticulture 15-5-10 fertilizer in all lawn areas. 12. All trees in lawn areas shall be planted in a 3' diameter circle of bed mulch. 13. Backfill mix for all plants (except Rhododendrons & Azaleas) shall be a blend of 1/3 existing site soil, 1/3 coarse sand, and 1/3 soil amendment specified in No. 8. Backfill mix for Rhododendrons and Azaleas shall consist of 2/3 above specified backfill mix and 1/3 fine grind hem -fir bark mulch. 14. Apply Osmocote 18-6-12, 9 month slow release fertilizer over the surface of all plant pits at the following rates: Trees Over 10' Height All Shrubs Except 1 Gallons: Ground Covers: 2 Cups 1/2 Cup 1/4 Cup Trees Under 10' Height: 1 Cup 1 Gallon Plants: 1/4 Cup 15. Fertilizer tablets for all plants shall be Agriform (20-10-5) 21 gram or 10 gram tablets distributed as follows: All trees: 4-21 gram tablets, all shrubs (except 1 gallons): 3-21 gram tablets, all 1 gallons: 1-21 gram tablet, all 2-1/4" and 4" pot ground covers: 1-10 gram tablet each. Set tablets directly next to rootball. 16. All shrub and ground cover beds shall receive a 2" depth (6 c.y. per 1000 s.f.) of "Fine Grind" hem/fir bark mulch as top dressing. 17. Apply a granular pre -emergent herbicide to all shrub and groundcover beds at the conclusion of the maintenance period. Do not use Casaron or Norasac Brands. 18. All work shall be performed to the satisfaction of the Landscape Architect/Owner. 19. All plants shall be guaranteed for one full year from date of project acceptance. All replaced plants shall be re -guaranteed. All replacements shall be made within 21 days of receiving written notice from the Owner. Contractor shall not be responsible for plants dying due to Owner neglect or vandalism, after the maintenance period. 20. Plant list quantities are shown for reference only. Contractor is responsible for verifying all quantities in list with actual plan call -outs, and installing plantings per the landscape plan. Groundcover and/or mass shrub quantities shall be adjusted as required for field conditions at the specified spacing. 21. Final inspection shall occur at the conclusion of landscape installation activities and shall include the following: A. Mow lawns once per week. B. Remove all weeds over 1" in height. C. Replace dead or unhealthy plants. D. Ensure proper function of irrigation system. E. Ensure adequate moisture is delivered to all landscape beds including non -irrigated areas. F. Fertilize all lawns at conclusion of maintenance period. a 60 -day maintenance period. Maintenance period shall commence upon completion of all IRRIGATION EQUIPMENT LIST KEVIEVVLD FOR CODE COMPLIANCE APPROVED OCT 217 2000 City CIS Tukwila MUM WM SYMBOL (EQUIPMENT SYMBOL (PROPOSED MFR. CATALOG NO. DESCRIPTION N.I.G./BY EQUIPMENT) TORO 5102-PRX-I2P 12 MPR 12" POP UP SHRUB SPR W/ 2106,180°,120° 4 90° SPRAYS OTHERS) ®®- Cy a &(-® TORO 5102-PRX-12P10 MPR G (9G e e e O O • TORO 5102-PRX-12P 15 MPR 12" POP UP SHRUB SFR W/ 210°, 240°, 180°, 120°, 90° 4 ADJ. SPRAYS 45- 6-(!5- TORO 5102-PRX-I2P 12 MPR 12" POP UP SHRUB SPR W/ 2106,180°,120° 4 90° SPRAYS City of Tukwilln Corrections ®®- Cy a &(-® TORO 5102-PRX-12P10 MPR 12" POP UP SHRUB SPR. W/ 180°, 120°, 90° 4 ADJ. SPRAYS ®En TORO 5102-PRX-I2P 8 MPR 12" POP UP SHRUB SPR. W/ 180° 120° 4 90° SPRAYS C TORO 5102-PRX-I2P 5 MPR 12" POP UP SHRUB SPR. W/ 180° SPRAY TORO S10Z-PRX-I2P SIDE 4 ENP 12" POP UP SHRUB SPR. W/ SIDE 4 END STRIP SPRAYS N _ 1E1 N/A NETAFIM CRY -0& DRIP LINE WITH .6 GPH EMITTERS SPACED AT 12" O.G. n zM OO 0 TORO P-220-21-06 11/2" ELECTRIC REMOTE CONTROL VALVE W/ EZREG (FACTORY INSTALLED) NOT SHOWN N/A WILKINS 600 SERIES PRESSURE REDUCING VALVE (SET OUTPUT e 45 P.S.I.) NOT SHOWN. N/A FEBCO 850 11/2" 1112 " DOUBLE CHECK VALVE BACKFLOW PRE VENTOR ® N/A B 4 K 101-900 SERIES BRASS BALL VALVE W/ BRASS UNIONS (MATCH LINE SIZE) FES, 1 N/A RAINBIRD 3RC 3/4" BRASS QUICK COUPLER VALVE WILKINS 1"200 3/4" ANGLE VALVE FOR MANUAL DRAIN ASSEMBLEY W/ KEY EXTENSION 1 1 NOT SHOWN * NOT SHOWN TORO TWRS TORO WIRELESS RAIN SENSOR (INSTALL PER MANUFACTURER'S INSTRUCTIONS) NOT SHOWN N/A TORO TCC -M36 METAL CASE 36 STATION SOLID STATE CONTROLLER (6 OPEN STATIONS) * NOT SHOWN * TORO * TCC -M36 * 4 STATION SOLID STATE/HYBRID MODULAR CONTROLLER W. - ' mi PRESSURE MAINLINE, 5C1-1. 40 PVC PIPE, INSTALL 'a 18" DEPTH (24" UNDER PAVED AREAS) LATERAL LINES CLASS 200 PVC PIPE, INSTALL -a 12" DEPTH (24" UNDER PAVED AREAS) 5 s s i -- EC ------_s gL. CLASS 200 PVC PIPE SLEEVES, INSTALL ' 24" DEPTH z_ w = NOT SHOWN NOT SHOWN #14 -AWG DIRECT BURIAL LOW VOLTAGE WIRE, RED=SIGNAL WHITE=COMMON ADD ALT. #IRR -01 - TEMPORARY IRRIGATION CONTROLLER (VERIFY MODEL 4 LOCATION 4 COORD. POWER) 4 RAIN SENSOR bO8e363 RECEIVED CITY OF TUKWIIA AUG 2 6 008 PERMIT CENTER STA & OF WASH GT'N REGI I 'ED LANDSCAP I• ' CHITECT waif Jeffrey : lander Certifi - o. 405 P LO N 6/20/08 I date no. revision date City of Tukwilln Corrections N 08-0104 job no. AM V drawn JBG checked 0 W n zM cC 0 WASHINGT( BANK 01 le II 1 LS. AND IRR. NOTES AND DETS. FES, 1 sheet L-3 of 3 4-10" LONG #4 REBARS WELDED TO PIPE BOLLARD PLAN VIEW CONC. FILLED - PRIMED. SHEATH WITH BOLLARD SLEEVE AS SPECIFIED - GRAY TOP OF CONCRETE ISLAND CONCRETE FOOTING, MIN 12" 4-10" LONG #4 REBARS WELDED TO PIPE TYPICAL BOLLARD DETAIL SCALE: 3/4" =11-0" 1 GASKET (ALL AROUND) SPRING LATCH WITH INSIDE -OUTSIDE HANDLES AND PADLOCK HASP / SAFETY POST CURB WITH INTEGRAL / CAPFLASHING AND POSIFLASH COMBINATION LOCK STRIKE AND PADLOCK HASP 3'-0" RIGID FIBERBOARD LAP TPO MEMBRANE FLASHING UP WALL AND UNDER CAP FLASHING (TYP) ROOF HATCH DETAIL SCALE: 1" = 1'-0" 2 SAFETY POST ELEVATION STEEL LADDER WITH FIELD PAINTED FINISH SIDES BOLTED TO FLOOR SECTION SECURE TO WALL WITH 2X WOOD BLOCKING BEHIND GWB BETWEEN STUDS SLOTTED HOLE FOR FIELD ADJUSTMENT LADDER ELEVATION SCALE: 3" = 1'-0" 3 z 2 0 CV PRE MANUFACTURED ALUMINUM ROOF LADDER PLATFORM T.O. PARAPET WALL BRACKET ATTACH TO FRAMING LADDER RUNGS ROOFING N EXTERIOR WALL PER SCHEDULE ROOF LADDER Q:\32.2177.089\BIM\Building Model\_User Model files\Brian van Stipdonk_BofA Southcenter.rvt SCALE: 1/2" =11-0" 4 KEY NOTES VIE D 11-011 CODE. COMPLIANCE. IPP8 OVED pCi 21 X00` City'u BUILDING DIVISION SHEET NOTES A. SEE WALL SECTIONS FOR TYPICAL WALL, ROOF & FLOOR ASSEMBLIES bO8 3(o3 of 1 Southcenter Branch Relocation 320 Strander Blvd Tukwila, WA 98188 Serial Number - WA0049 NRSP Version - 2.0 Includes Bulletin 22 Gensler Architecture, Design & Planning Worldwide 1524 Fifth Avenue Suite 300 Seattle WA 98101 Tel: 206.654.2100 Fax: 206.654.2121 gib Rev Issue Date & Issue Description By Check 02/13/2008 Design Development BVS TP 04/30/2008 CD Owner Review BVS/BZ TP/JS 05/23/2008 CD Owner Review BVS/BZ TP/JS 06/20/2008 Permit / Bid Set BVS/BZ TP/JS Seal/Signature 771;8 REGISTERED 'CHITEC J Project Name A MO 'IART STATE OF WASHINGTON i Southcenter Branch Relocation Project Number 32.2177.089 Description MISC EXTERIOR DETAILS Scale As indicated A09.30 © 2006 Gensler RECEIVED JUL 08 2008 PERMIT CENTER