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HomeMy WebLinkAboutPermit D04-415 - SEGMENT 3 PLANS - NORMED - WAREHOUSE/OFFICE SHELLD04-415 Normed — Warehouse/Office Shell 4320 South 131st Place Due to the file size, this record has been broken down into 3 segments for easier download. Click on the following links to review the permit segments: Segment 1 - Normed — Warehouse/Office Shell 004-415 Segment 2 - Normed — Warehouse/Office Shell 004-415 Segment 3 - Plans - Normed — Warehouse/Office Shell 004-415 Jr -5c8' SNflvEN7 / SKYLIGFIts DOUBLE i\ DONE W/ AUTOMATIC 1 X I RELEASE �N II DOCK DOOR 11 L s e X ■ a ELECTRICAL LEGEND SYMBOL PESCRIPtION :METAL HALIDE FIXTURE 11 DOCK DOOR II 11 II DRIVE IN DOOR ■ x e e PADDLE FANS 4 — Q WAREHOUSE 0 HIGH PILED COMBUSTABLE STORAGE (CHAPTER 23) CLASS I -Iv, MAX 20 top OP PRODUCT DRAFT CURTAINS NOT REQ'D (TABLE 23062) SMOKE REMOVAL IS REQUIRED (TABLE 23062) (rcS titNCE SEC. 910) VENT RATIO U106: MAX SPACING SO' W/ MAX DISTANCE TO WALL 60' (OPTION I) SM • < _ , • -fL ABLE RELEASE AT 14' AFF, ID' FLUORESCENT ORA/CIE PAINT ON BOTTOM RING. LE LIIHH< TEMPERATURE TO BE 310 D F i 75 QTY, 219 62 ■ e DOCK DOOR I I I I II DRIVE -1N DOOR EFLECTEP CEILING.. PLAN Scale: V16":I'-0" r? ioP s t!a ca..--. c tall ba made to the mope c '• • Bothe°$ prior approval ea' ___..r..a Building DMsr>i_'an.. NC T L: Ravi:Ions will require a new plan submittal and may indude additional plan review fees. FEW Permit No. REVIEWED FOR CODE COMPLIANCE fi iClp;tllw\/c(j MAR 1 4 2007 O' Of Tukwila LDING DIVISION BUI Pian revi_w r roval Is subject to errors and omit Appraci c: c_-cnction documents dors not authorize the v,o.ct._n c' --y c , . code or ordinance. Reoelpt of eppr;vcJ conditions is adaiowledged: BY Date: .Q -k City of Tukwila BUILDING DIVISION RECEIVED CITY OFTUKWILA FEB 2 Y ?007 PERMITCENTER C(RREC 1 ON LTR4 RVISION Na yl r03 03r0 COrn II ii- N rritil2M"ars. • 0 0 01, A-- 3 \UWkst-4\doeuments\CAD\2004\0441 NORMED\A-1 A-2 A-3.dwg, 2/28/20019:18:53 AM, Designlet S00 MAJFJ.pc3 miketrha\Projects\20041H0439 NORMED OFFICE-WAREHOUSE110439_S1-t.dwg, 1 012312 00 6 4:23:43 PM, Mike Adint I 0 0 1 0 1 1' 330'- 0" 60'-0" 135'-0" 80'-O" 0 A-1.2 0j C-1.2 SIM. (-5'-0") L - F4.0 -5111 11 0 2'- ttro r I N 0 F4.00 u F5.6 -1'-0") F4.0 (-1'-0") F4.0 (-1'-o") F5.6 (-1'-0") F4.0 T 1 (-1,-0„) F5.6 (-1'-0") r rLLt FA I (-V-0") r - Nr J F8.0 (-0'-8") A-1.2 4+ r- L__ FA -J F8.0 (-0'-8") 1+ 1+ 45 (-1'-o") F8.0 (-0'-8") OFA (-1'-0") r I ` I L__J [4H F6.0 (-0'-8") F6.0 (-0'-8") A F8.5 (-0'-8") V -0") et ( (-1'-0". C-1.2 H-1.2 r B-1.2 FD 4'-0' C-1.2 SIM. 6" SLAB W/ #4© 18"OC E.W. A-1.2 J 0rra I rr N w Ik F6.0 (-2'-10"b FD O I 0 N ®r] 4'-0 +1 4+1 47 I M I L_ J F6.5 (-0'-8") r - I 1+ 4" ILLF I t L_ J F6.5 (-0'-8") 51/2" CONCRETE SLAB ON GRADE II W/ 12"x12" W2.9xW2.9 W.W.M. F.F.E. = TOS = DATUM = 0'-0" 1+ 47 L_ F8.5 (-0'-8") J F8.5 (--0'-s") H-1.2 6" SLAB W/ #4© 18"OC E.W. A-1.2 FC FC (-5-0"i (-5'-0") 0 fl 70¢-9-T krik F4.0 -LIQ I (-5'-0") L -I p-11 I F5.0 1 t 4 1+1 49 F8.5 (-0'-8") F8.5 (-0'-8") F8.5 (-5'-0" 0 0" r" L' t6 D 49 cv.o . NOTE: Revisions wiii squire a new plan submittal and may include additional plan review fees. F4.0 (-5'-0") F5.0 (-1'-0")__ j 1 F4.0 (-1'-0") 434F5,6`"� (-1.-Our I (-0'-8") '-0" 1 F5.0 (-1'-0") FA (-1'--0" FA (-1'-0") FA FA A (-1'-0") .L (-1,-0") a> FA (-1'-0") FA F5.0 (-1'-0") (-1'-0") 25'-0" 1 2"- S m I ` F4.0 (-1'-0")� 22'-8" 7 ,I HIL F4.Q � 7 L -E -I1 L 7 L- F4.0 F4.0 (-1'-0") 953 L (-11-0") 22'-0" 25'- 22'-0" F4.0 (-1'-0") F4.0 (-1'-0") 22'-0" 25-0" 22'-0" F4.0 F4.0 (-1'-0") 22'-8" 22'-0" 0' O I N 25'-0" 35'-0" 40'-0" 40'-0" 45'-0" 45'-0" 5'-0' 0'-0" 40'-0" 330'-0" FOUNDATION PLAN SCALE: V16" = 1'-0" NOTES: 1) FINISHED SLAB IS REFERENCE DATUM 0'-0". 2) ELEVATIONS SHOWN THUS: ( ) INDICATES TOP OF FOOTING ELEVATION BELOW REFERENCE DATUM. 3) NUMBER SHOWN THUS: FOR ELEVATIONS. INDICATE CONCRETE PANEL NUMBER REFER TO SHEET S-1.3, S-1.4, S-1.5, & S-1.6. 4) REFER TO SHEET S-1.2 FOR TYPICAL CONSTRUCTION, SHRINKAGE AND CLOSURE STRIP JOINT DETAILS. CONTRACTOR OPTION FOR C.J. LOCATIONS. 5) INDICATES STEP FOOTING REFER TO SHEET S--1.2. 6) FOOTING SIZE BASED ON ALLOWABLE SOIL BEARING PRESSURE = 2000 PSF. 7) PAD FOOTING ALONG GRID B & GRID 2 HAS BEEN DESIGNED FOR FUTURE 8K DL & 40K LL MEZZANINE LOAD. (.2 KLF DL, 1.0 KLF LL.) 8) CONTINUOUS FOOTING ALONG GRIDS A,D,1 & 10 HAS BEEN DESIGNED FOR FUTURE MEZZANINE LOAD. (.2 KLF DL, 1.0 KLF LL.) g FOOTING SCHEDULE MARK SIZE REINFORCING F4.0 4'-0" x 4'-0" x 1'-0" 4-#5 EA. WAY BOTTOM F5.0 5'-0" x 5'-D" x 1'-0" 7-#4 EA. WAY BOTTOM F5.6 5-6" x 5'-6" x 1'-O" 5-#5 EA. WAY BOTTOM F6.0 6'-0" x 6'-O" x 1'-1" 6-#5 EA. WAY BOTTOM F6.5 6'-6" x 6'-6" x 1'-1" 7-#5 EA. WAY BOTTOM F8.0 8'-0" x 8'-0" x l'-5" 9-#5 EA. WAY BOTTOM F8.5 8'-6" x 8'-6" x 1'-5" 10-#5 EA. WAY BOTTOM FA 3'--0" x 18'-0" x 2'-0" 4-#6 LONG WAY TOP & BOTTOM #5 © 12"OC SHORT WAY TOP & BOTTOM FB 5'-0" x 48'-0" x 3'-0" 7-#8 LONG WAY TOP & BOTTOM #6 @ 12"OC SHORT WAY TOP & BOTTOM FC 4'-0" x 25'-0" x 3'-0" 6-#7 LONG WAY TOP & BOTTOM #5 0 12"OC SHORT WAY TOP & BOTTOM FD 4'-0" x RE: PLAN x 2'-0" 6-#7 LONG WAY TOP & BOTTOM #5 ® 12"OC SHORT WAY TOP & BOTTOM 0 0 I I 0 0 I in r I In N 0 I 0 In 0 I N 0 REVIEWED FOR CODE COMPLIANCE sonnf'tgfra) NOV 0 6 2006 ty Of Tukwila BUILDING DIVISION FILECO24Ass Penn lr No. Plan review approval is subject to error's and Approval of construction doaurrerts doss not authorize the violation of any aocepced node or ordinanc:. Receipt of apprpved cl Copy and condi 'ono Is adcnowl : BY Date: 11 -7 -op i crty of Tukwila BUILDING DIVISION SHEET INDEX S1.0 = GENERAL NOTE S1.1 = FOUNDATION PLAN 51.2 = FOUNDATION SECTIONS S1.3 = PANEL ELEVATIONS 51.4 = PANEL ELEVATIONS S1.5 = PANEL ELEVATIONS S1.6 = PANEL ELEVATIONS 51.7 = PANEL DETAILS S1.8 = PANEL DETAILS S1.9 = PANEL DETAILS S2.1 = ROOF FRAMING PLAN S2.2 = ROOF SECTIONS S2.3 = ROOF SECTIONS 6) rn2 1- 0 w 0 0 cL DRAWN BY CHECKED BY 4 w 1- 0 a Z 0 1- 40 0 to . d SUBMIT FOR PERMIT RE -SUBMIT FOR PERMIT OWNER REVISIONS 0 I tb w 1- 0 0 N 10-23-06 0, N 4 .„., \ RECEIVED NOV 0 1 7006 po4......ti icERMIT CENTER O 0 N N w z O X d I c4 41 41 CD CO 1-r TEL. (208) 324-8180 FAX (206) 324-6248 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 G4 R CD cn 4-1 op 00 - 1 . I A cbc 61/4" C RE: PANEL 10 FOR REINF. REVIEWED FOR CODE COMPLIANCE spoonvFn NOV 0 6 2006 City Of TUkw IIa BUILDING DIVISION REVISION N0,1 Doti- LI 15 RECEIVED CITYOFTIIKWII P NOV 01 7006 PERMIT CENTER TEL. (206) 324-6160 FAX (206) 324-6248 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 Ork I. < ki ". t A.14/13 L PROJECT H0439 DRAWN BY 1,,,1I KE CHECKED BY BEN DATE 11-18-04 RE: A-1.7 DESCRIPTION SUBMIT FOR PERMIT REVISION RE -SUBMIT FOR PERMIT OWNER REVISIONS #4 0 12"0C � ..r H-1.7 DATE 0 m 12-2-04 0 CON N CO O N ®� - '1].H-1.7 > #4x 2'-D" SLAB DOWELS 0 18"0C TYP- M } I!UIIIII @ 12"OC> cc r•-•rn o)cD c)CO op K) I 1 PO to � N '-O c,4 O 0 N ..ice �Z 0 LAJ C° • Z 1-14 CO Q >- 4.1 w W o Q N- W �o, Cd 0 11NewmIke4halProJects120041H0439 NORMED OFFICE-WAREHOUSEtHO439 81-3.dwg, 10/2312006 4:24:18 PM, Mike Arlint CONCRETEON METAL DECK <RE: PLAN> e[RE: PLAN] ] 1 C P-2.2 EMBED RE: N-2.2 SLEEVE BRACE 4x6 IE 0 1/3 POINT TYPICAL AS EMBED SHOWN RE: D-2.2 TYP. 1O'-8" MEZZ. (RE: PLAN) 2-#5 VERT. EA. FACE (4 TOTAL) 61/4" RE: PANEL OP FOR REINF. C 2-#5 VERT. (1 EA. FACE) 1-#5 HORIZ. 61/4" RE: PANEL FOR REINF. RE: A-1.2 TYP. RE: A-1-2 TYP. PANEL ELEVATION © GRID C SCALE: 1/a' = 1'-0" #4 0 12"OC EA. WAY #4x2' 6"— DIACONAL 0 CORNERS #7 HORIZ. W/HOOK EA. END #4 0 12"0C EA. WAY RE: A-1.2 I4x FE 2-#5 CHORD STEEL 2-#5 VERT, - EA. FACE (4 TOTAL) I3x fe #4x2'-6" DIAGONAL 0 CORNERS -#5 HORIZ. .3-#6 CHORD STEEL BEND UP TO LAP W/3-#6 0 BEAM CONN. r BEAM / RE: PLAN 3-#5 VERT. EA. FACE (6 TOTAL) RE: A-1.2 PANEL ELEVATION © GRID SCALE: 1/a' = 1'-0" <RE: PLAN> \ Q, [RE: PLAN y e 10'-3" MEZZ. D' -D" e(RE: PLAN) RE: A-1.2 61/4" 4x It 3x IE RE: F-1.2 3-#6 CHORD STEEL BEND UP TO LAP W/3-#6 0 BEAM CONN. E) 2-#5 VERT. EA. FACE (4 TOTAL) C #4 0 12"OC EA. WAY 2-#5 HORIZ.- #4 0 12"OC EA. WAY 2-#5 CHORD STEEL ■ ■ 4. ■ ■ w E RE: A-1.7 61/4" 111' #4 0 12"0C � ..r H-1.7 o CV Q 61/4" C N ®� - '1].H-1.7 > #4x 2'-D" SLAB DOWELS 0 18"0C TYP- @ 12"OC> cc / #4 1 6/4 HDRIZ. -- -- -- Maki tvi 1-#7 HORIZ\I 61/4' 4-#5 VERT HOOK END ;I H-1.7 (2 EA. FAC 090' 4eA ' o4x2 -o„ L 1-1_I� -_... _. # ilk®24"OC C 4x30" EP( AS \ Ali �� OTHER FAC 4 (11SF 4” MI 3-#5 VERT. EA. FACE (6 TOTAL) RE: A-1.2 PANEL ELEVATION © GRID SCALE: 1/a' = 1'-0" <RE: PLAN> \ Q, [RE: PLAN y e 10'-3" MEZZ. D' -D" e(RE: PLAN) RE: A-1.2 61/4" 4x It 3x IE RE: F-1.2 3-#6 CHORD STEEL BEND UP TO LAP W/3-#6 0 BEAM CONN. E) 2-#5 VERT. EA. FACE (4 TOTAL) C #4 0 12"OC EA. WAY 2-#5 HORIZ.- #4 0 12"OC EA. WAY 2-#5 CHORD STEEL 2-#5 VERT. EA. FACE (4 TOTAL) 1-#7 HORIZ. HOOK END 0 90' #4x2'-6" DIAGONAL 0 CORNERS RE: A-1.2 TYP. PANEL ELEVATION © GRID( 3 SCALE: 1/e' = 1'-0" SLAB DOWELS NE FACE. }XY 0 24"OC N. EMBEDMENT) BEAM RE: PLAN H-1.7 H-1.7 #4 0 12"OC HORIZ. 61/4" H-1.7 [ I--1- I -1 RE: PANEL FOR REINF. RE: A-1.2 PANEL ELEVATION © GRID SCALE: 1/2" = 1'-0" RE: F-1.2 RE: C-2.3 4-#5 VERT. (2 EA. FACE) o #4x 2'-0" SLAB DOWELS ® 24"OC ONE FACE. #4x30" EPDXY 0 24"OC OTHER FACE (USE 4" MIN. EMBEDMENT) it <RE: PLAN> \ Q, [RE: PLAN] 4 1'-6" C SIM. 1-#7 HORIZ. Q,1O'-8" MEZZ. (-2' -0" 2'-0" RE: 2 #5 CHORD STEEL RE: M-2.2 III ■ ■ 4. ■ ■ w E RE: A-1.7 61/4" 111' #4 0 12"0C 2-#5 VERT. EA. FACE (4 TOTAL) 1-#7 HORIZ. HOOK END 0 90' #4x2'-6" DIAGONAL 0 CORNERS RE: A-1.2 TYP. PANEL ELEVATION © GRID( 3 SCALE: 1/e' = 1'-0" SLAB DOWELS NE FACE. }XY 0 24"OC N. EMBEDMENT) BEAM RE: PLAN H-1.7 H-1.7 #4 0 12"OC HORIZ. 61/4" H-1.7 [ I--1- I -1 RE: PANEL FOR REINF. RE: A-1.2 PANEL ELEVATION © GRID SCALE: 1/2" = 1'-0" RE: F-1.2 RE: C-2.3 4-#5 VERT. (2 EA. FACE) o #4x 2'-0" SLAB DOWELS ® 24"OC ONE FACE. #4x30" EPDXY 0 24"OC OTHER FACE (USE 4" MIN. EMBEDMENT) it <RE: PLAN> \ Q, [RE: PLAN] 4 1'-6" C SIM. 1-#7 HORIZ. Q,1O'-8" MEZZ. (-2' -0" 2'-0" RE: 2 #5 CHORD STEEL RE: M-2.2 III ■ ■ 4. ■ ■ w E RE: A-1.7 #4 0 12"0C H DRI Z. / II O 61/4" Q 61/4" C N ®� - RE: PANEL 10 FOR REINF. a a > #4x 2'-D" SLAB DOWELS 0 18"0C TYP- RE: A-1.2 TYP. RE: A-1.2 TYP. PANEL ELEVATION Q GRID SCALE: 1/a' = 1'-0" 2-#5 CHORD STEEL 3'-6" TYP. u u u u u u #4 0 12"OC EA. WAY ft A A 61/4" 61/4" 61/4" C SIM. 2-#5 VERT. EA. FACE (4 TOTAL) ®O'-0" e(RE: PLAN) RE: PANEL �4 FOR REINF. RE: PANEL a4 FOR REINF. RE: PANEL FOR REINF. 3'-6" TYP. 1-#7 HORIZ- W/HOOK EA. END 61/4" \-#4 0 12"OC bI EA. WAY #4x 2'-0" SLAB DOWELS _ 0 18"OC_TYP-- 0 PANELELEVATION © GRIDi E SCALE: 1/a" = 1'-0" <RE: PLAN> ®[RE: PLAN] 1'-6" C SIM 1-#7 HORIZ. e10'-8" MEZZ. C SIM 2-#5 VERT. EA. FACE (4 TOTAL) Q,(RE: PLAN) [I CONCRETE ON METAL DECK 4x fE 0 P-2.1 PO 61/4" RE: PANEL FOR REINF. 61/4" RE: PANEL 10 FOR REINF. #4 0 12"OC 0 0 4h> HORIZ. 61/4" 1 1- -l- RE: PANEL8�5 RE: PANEL 88 .. — RE: PANEL PO PANEL ELEVATION C4 GRID SCALE: 1/a" = 1'-0" 5-#5 VERT. EA. FACE (10 TOTAL) 1---I 11 oC/D W 4-1 Irt C4 o C FLi c CnO Zi o c) S- 1 .3 OF: 13 6 PM, Mika Arlint 1lNewmiko rhalProjeds12004W0439_NORMED_OFFICE-WAREHOUSElH0439 S2-1.dwg,10/2312006 4:25 0 0 V) 0 0 0 CONCRETE ON METAL DECK 4 P-2.2 SIM. 0 0 P-2.2 1 A-2.3 4 A-2.2 4C-1.8 330'-O" 55'-0" 60'-0" 135'-0" 80'- P-2.2 N-2.2 C-2.2 [22'-81/2" [22'-81/2" CANOPY LOW L-2. A-2.2 B-2.2 I C-2.2 [22'-81/2" 1 A-2.3 0 tn 36G 4N 16K I 22'-81/2"] \23'-101/2"] 28G 3N 16K 2 ROWS OF F 2.2 BRIDGING RTU 9'-t 36G 4N 16K 360 4N 14K 4\-[23'-101h"] 1 G-2.2 r A-2.3 4 C-1.8 0 I 0 N J-1.7 22'-81/2"] t� 28G 28G 3N 16K 22'-81/2'] - -I - [22'-8Y2"] [24'-4" 3 ROWS OF BRIDGING 1:1\-[23'-10"] 36G 4N 16K -rr ea - K -2.2 3 ROWS OF BRIDGING CANOPY LOW A-2.2 L-2. E-2.2 C-2.2 B-2.2 I [22'-81" 36G 4N 16K [24'-4"' 36G 4N 16K [2 -10'] co x N C-2.3 oo 0 0 re) 6G 5N 16K SPECIAL 0 0 r7 9/4 R co 10 x N 36G 5N 16K SPECIAL [23'-10'] 22'-81/2"] NOTES: n 2x6 DF -L #2 CO 9 fristz 36G 5N 16K SPECIAL 244'-41 -Th4'x10' OSB 4- . HEATHIV O/� 36G 5N 16K SPECIAL I [23'-10"] C-2.2 66'-8" 45'-0" ® 24"OC TYP, C-1.8 330'-0" [ 22'-81/2"] A-2.2 L-2.2 [22'-81/2" 36G 5N 16K SPECIAL 24'-4"] 135'-0" 45'-0" 25'-0" ROOF FRAMING PLAN [ 36G 5N 16K SPECIAL 5,-10"'] SCALE: As" = 1'--0" 1) ELEVATIONS SHOWN THUS: [ ] ARE TO BOTTOM OF SHEATHING ABOVE REFERENCE DATUM. TOP SLAB ON GRADE [0'-0"]. 2) NAIL ROOF SHEATHING PER ROOF DIAPHRAGM NAILING SCHEDULE. 3) PROVIDE MINIMUM 1/S" GAP OR PER MANUFACTURER'S RECOMMENDATION BETWEEN ROOF SHEATHING. 4) 2x6 D.F.-L #2 SUB -PURLINS Cd 24"OC W/F26N HANGERS, EXCEPT AS NOTED IN DIAPHRAGM NAILING SCHEDULE. 5) NET UPLIFT WIND: WITHIN 10'-0" OF EXTERIOR WALL --5.7 PSF. ELSEWHERE 3.2 PSF. 6) VERIFY SPRINKLER LOADING. TRUSS MANUF. NOTE LOCATION OF BAR JOISTS ON GIRDERS. {-t 9-2.2 45' -0" 7) TRUSS MANUF. DESIGN ALL JOIST TO CARRY 4.6K ASD 'T' OR 'C' SEISMIC IN TOP CHORD. ADDED SEISMIC AXIAL IN GIRDER TOP CHORD OF 26K TYPICAL AND AS NOTED. SEISMIC + DL AND SEISMIC + 0.9 DL SHOULD BE CONSIDERED. 8) TRUSS MANUF. INCLUDE 0.02 KIPS/FT DEAD LOAD FOR TRUSSES CARRYING DRAFT STOP WALLS. (VERIFY LOCATION W/ARCH.). 9) DO NOT SUPPORT SPRINKLER PIPES ON 2x6 SUB -PURLINS. CONTRACTOR TO VERIFY & COORDINATE SPRINKLER LAY -OUT AND WEIGHTS WITH JOIST MANUFACTURE AND ENGINEER. 10) VERIFY SKYLIGHT LOCATION W/ARCHITECTURAL DRAWINGS. 9-2.3 7 CO X 66'-8" C-2.2 32G 5N 18K SPECIAL [23'-10"] �-i C-1.8 CONCRETE ON METAL DECK B-2.2 [22'-81/2" F-- 2.3 • 32G 4N 18K SPECIAL A-2.2 A-2.3 30' 0" 80'1-0" 25'-0" 40'-0" 40'-0" B ❑A ce) ❑A 41 +i 404 140+ .4 44404. 40 • 10 • • • • 010• 30' 10 50' 0 c 1n I 0 1 DIAPHRAGM NAILING SCHEDULE MARK NAIL SPACING ALONG CONTINUOUS PANEL EDGES NAIL SPACING AT OTHER PANEL EDGES PLYWOOD STIFFENERS CAPACITY 10d ® 6"OC 10d ® 6"OC 15/32" OSB 2x6 290 A - n 10d @ 4"OC 10d ®6 OC 15/32"OSB 2x6 385 yy B •�p�• • 1� ICS' 10d © 21/2"OC 10d 0 4"OC 15/32" OSB 2x6 575 NOTES: 1) ALL NAILS TO BE 10d COMMON (.148"0x W/14.13" PENETRATION INTO FRAMING). 2) PROVIDE 10d © 12"0C ALONG INTERMEDIATE FRAMING MEMBERS. 3) PROVIDE 2 ROWS CSD 3"OC AT BOUNDARYS, AND GRIDS®,®, EO 4) ALL STIFFENERS DOUG FIR. 5) FRAMING ABOVE METAL WEB JOIST TO BE 3x4 PER DETAIL K-2.2. G 6n cn 2 0 W O 0 E DRAWN BY W Ia CHECKED BY W 411( 0 DESCRIPTION SUBMIT FOR PERMIT RE -SUBMIT FOR PERMIT OWNER REVISIONS w a 0 11-18-04 0 N 10-23-06 N REVIEWED FOR CODE COMPLIANCE NOV 0 6 2006 City Of Tukwila BUILDING DIVISION REVISION Na DOl+b MIS RECEIVED CM OFT( OUP NOV 01 7006 PERMIT CENTER TEL. (206) 324-6160 FAX (206) 324-6248 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 cD 0 0 N N w z 2 Q w Q n �W-I FHS 1 (24 O UJ Z L® I -I 24 O <I c1H c o W U) W W z Qcli cnc o CQ ‘4;C1:3)1 1-4 P-�0 � Z 1-1 00 CD < OQ 1-4 O ISei co S 2.1 OF: 13 tois VICINITY MAP NOT TO SCALE NORTH SITE AND BUILDNG STATISTICS GOVERNING BUILDING CODE: ZONING: SETBACKS: SITE AREA: EXISTING WETLAND: LANDSCAPMG: IBC 2003 C4LI FRONT 25' SIDE 5' REAR 5' 262,288 SF 19,611 SF FRONT 12.5' SIDE 5' REAR 0' BUILDING AREA: EXISTING 28,520 SF (Il% COVERAGE) NEW 39,981 SF TOTAL: 68,501 SF (26% COVERAGE) OCCUPANCY GROUP: B -OFFICE* 51 WAREHOUSE, F FACTORY SD.1 SD -2 SD•3 C1-8 C2-8 C3-8 C4-8 C5 -S C6-8 C7-8 CB -8 L10F 5 L2 OF 5 L3 OF 5 L40F5 L50F5 L1.0 L1.1 L1.2 A-1 A-2 A-3 A-4 A-5 A-6 S.1.0 01713 5.1.10F 13 S.12 OF 13 5.1,3 OF 13 S.1.4 OF 13 S.1.5 OF 13 S.1.6 OF 13 S.1.7OF13 S.1.8 OF 13 5.1.9 OF 13 S.2.1 OF 13 5.2.2 OF 13 S.2.3 OF 13 OVERALL SITE PLAN sus LIGHTING PLAN SITE DETAILS CIVIL COVER. SHEET GRADING, DRAINAGE & UTILITY PLAN STORM DRAINAGE NOTES AND DETAILS WATER AND SEWER PLAN TESC PLAN TESC NOTES & DETAILS WETLAND MITIGATED GRADING PLAN WETLAND MITIGATED CROSS SECTIONS LANDSCAPE PLANTING PLAN – BUILDING LANDSCAPE PLANTING PLAN – MACADAM LANDSCAPE NOTES & DETAR.S IRRIGATION PLAN IRRIGATION NOTES & DETAILS WETLAND MITIGATION PLANTING PLAN WETLAND MITIGATION NOTES & DETAILS WETLAND MITIGATION REPORT ARCHITECTURAL FLOOR PLAN ARCHITECTURAL ELEVATIONS & DETAILS ARCHITECTURAL REFLECTED CEILING WITH LIGHTING WALL SECTIONS WALL SECTIONS & BUILDING CROSS - SECTIONS DETAILS STRUCTURAL NOTES FOUNDATION PLAN FOUNDATION SECTIONS WALL PANELS WALL PANELS WALL PANELS WALL PANELS PANEL SECTIONS PANEL SECTIONS PANEL SECTIONS ROOF FRAMING ROOF SECTIONS ROOF SECTIONS DEFERRED SUBMITTALS: 1. DESIGN DRAWINGS OF OPEN -STEEL WEB JOISTS EXISTING HIWAY DRAINAGE DITCH ///� / //% SEPARATE PERMIT REQUIRED FOR: 4 Mechanical r Electrical Plumbing of Gas Pip`ng City Of Tukwila BUILDING DIVISION 'a z0 ,iiii---��--- -_- .gyp �� '' 1 _.--</,./' — n / fl /j //�/ PROPOSED HYD ///// -// lam./i/ / � / i /i \ /7/ VX i,PP ///� / / / J /f /j/ % 4 f// / \ ///,/ // .96 \ //// /// //// / )//// i / /� / �T /// 38\ y/ % \/�/�/ // % / ///// / �/ 1 ///2277 2 / 277/ l / TYPE OF CONSTRUCTION: EXISTING: V -B SPRIr8(LERED 2 SIDES (125% INCREASE) (300005F MAXI PROPOSED: III -B SPRINKLERED (915 LF I: 100 913 LF -025 l U 05% NCREASE BUILDING HEIGHT: 45' 4 STORIES MAXIMUM 24' SHCU.N AREA = g,000 4. L 00 X 151, r.2 X ''001= 100 12,000 + 9,000 + 36.000 2 51000 5F. / MB COPY Pennit No. Plan review approval is subject to errors and omJs Approval of construction documents does not authoriae the violation cf crLy adopted code or ordinance. Rem of approved Field Copy and conditions is -i >/ Date: -Ao D� City of Tukwila / BUILDING DIVISION TRANSFORMER ON 8' SGL PAD EWALK AND 4' LANDSCAPE PIPE TO BE EXTENDED EX. OILAUATER 9EF'ERATOR RIM•11.9 (RAISE PER CIVIL) PEDESTRIAN LINK TO SIDEWALK INCREASE RADIUS CUT FOR TRUCKING No changes shall be made to the scope of w 2t without prior approval of Tukwila Building D rri�lt�s4 : 4 NOTE: Revisions will require a new plan submitral and may include additional plan review fees. EXISTING WETLANDS 10 EE FILLED PARKING: (EXISTNG PARKING 15 55 STALLS) EXISTING BUILDING 29,520 SF, 64 CARS REQUIRED OFFICE: FIRST FLOOR: 11545 SF (3/1000) = 34:63 MEZZANINE: 4,540 SF 13.62 MFG: FIRST FLOOR: 4,000 5F (111000) : 400 1"EZ,ZANNE: 2,000 SF = 220 IL4$E: FIRST FLOOR: 12,915 SF (112000) ■ 6.49 MEZZANNE: 5,900 5F • 295 TOTAL CARS • 64 CARS NEW BUILDMG 39,981 SP. OFFICE: FIRS? FLOOR: MEZZANNE: UIHSE: FIRST FLOOR: 1,000 (3/1000 = 2)000 5F • 32,981 5F (1/2000) TOTAL CARS 21 6 (POTENTIAL) 11 44 CARS TOTAL STALLS REQUIRED: 106 STALLS TOTAL STALLS PROVIDED: 110 STALLS COMPACTS ALLOWED (108X03: 32 STALLS) TOTAL COMPACTS PROVIDED: 16 STALLS (16.5%) H.C. STALLS REM): 5 W/ 1 VAN H.C. STALLS SHOUN: 5 NCL. 1 VAN ^' DC 6¢ILCAL-NE$t �...IE.1S, / Ts ,/// / / �/ / / /�///// % /&/// To \\ // / / //////74/(7 /// /////////7/1//:.//////171/191 / 4 1 7/ �� �j / /- '11/1 /(1 k)/ /// / /ilii �1 q//;/r 7 k ;/ c IMPERVIOUS AREAS EXISTING EUILDMG I ASPHALT: 64,551 SF NEW BUILDING 4 ASPHALT: 68.661 SF TOTAL 133,252 5F (51% COVERAGE) TAX ID MULTIPLE - EXISTMG BUILDING'134920013509,134920005505 NE 1/4, 5EC. 15, RANGE 23N, TOU.NSHIP 4E LEGAL DESCRIPTJQN: MEW BUILD% . WETLANDS 4 BUFFER) (To be created "cc vacation of streets and lot consolidations) PORTIONS OF LOTS 3 AND 8, LOTS 9 AND 10 OF BLOCK It AND PORTION CF LOT 4 AND LOTS 5 THRI 1 OF BLOCK 2* AND LOTS 5 TWRU 1 AND 14 THRU 16 OF BLOCK 3, FOSTORIA GARDEN TRACTS SUBDIVISION OF LOTS 1.5* TOGETHER 1.111714 LOTS 10 THR1J 22 RIVERTON A REPLAT OF LOTS 1 TO 5 TOGETHER WITH PORTIONS CF VACATED 43W AVENUE SOUTH AND VACATED 43RD PLACE SOUTH. EXISTNG mons, LEGAL DESCRIPTION (PARCELS '934520013509:134920005305) LOTS 8 THRID 13, BLOCK 3 CF RIVERTON REPLAT CF LOTS I TO 5 TOGETHER WITH PORTION CF VACATED 43RD PLACE SOUTH* 410 LOT 8, BLOCK 2 OF RIVERTON REPLAT OF LOTS I TO 5, TOGETHER WITW PORTION OF VACATED 43RD PLACE SOUTH. S EXISTING UIETLANDS l TO BE ENHANCED� N.N. i _..,�_...�_,.., \, S Of EXISTING CREEK `" N \\ \\ \\� \ \ �1 \ \ - / / �� \ ""// / /7/ _ �}= ami /i/ \ �r-+�� ��• �_ JIB \\ ~L•rte--•••........ m 15346 2330.4. M AC AD AIM !.p A1� SEE CIVIL. ENGNEERNG DRAWINGS FOR ROAD IMPROVEMENTS, TVP. Q 58t 17bo i W INa. Gb5 •PI(o SOY o/ 1014/14 10w4 1ppf M1-' 0' 20' SITE PLAN 40' 60' ■ SCALE 1" a 40' 100' 140' SHADED AREA DESIGNATES AREA OF NEW PANG o�� .h l� £ £ These plans have been reviewed by the Public Works Department for conformance with current City standards. Acceptance is subject to errors and omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require a resubmittal of revised drawings .. for subsequent approval. • Final acceptance is subject to field inspection by the Public Works utilities inspector. Date: $y == 04.r6.os 0_S a. rn e v. d.a_[� Se..e roto Fvim WC'.'AS es ODE COMPLIANCE CCE Aorsonyco SEP 19 2005 —ty �Of Tukwila BUILDING DIVISION 1 3 2111'F) CORRECTION LT R# Z:1CAOL.jt1US. 12004/0441 Normed\SD-1 S-2 SD-3.dwg, SD -1, 7/27/2005 8:26:43 AM Zc '0 .sj 1 tr) G Q NN .0 w vv �W 01—CO Q NW W LL 04 V) CFA Rid 0 23© �-1 11 wa Cn Z WrW 1v -I o� a x x <4� ISI a QMH z g w 0 Z�a ao P4 0 co SD -1 WALL MOUNTED 250 WATT 14P5 OR METAL HALIDE MOUNTED AT 20' APF. DIRECT CUT OFF (5M0E BOX STYLE) SOFFIT LIGHTING (NOT 51401LN FOR CLARITY) WILL BE RECESSED 15 WATT MPS OR METAL HALIDE EXISTING HIWAY DRAINAGE DITCH PROPOSED HYD ,�.0 `b ql PROPOSED HYDRANT TRANSFORMER ON 5' 50. PAD 6' SIDEWALK AND 4' LANDSCAPE PIPE TO BE EXTENDED EX. OILAIATER SEPERATOR RIM"TL9 (RAISE PER CML) PEDESTRIAN LINK TO SIDEWALK INCASE RADIUS CUT FOR TRUCKING / \ ,le* / .64 / '� \ •t,_ \ 4° // 7/ �;\` / a� / / S- - Ex 96" CULVERT IE"1B' \--ExISTNG WETLANDS bit /// / / / // EXISTING WETLANDS TO BE FILLED TO BE ENHANC OF EXISTING CREEK —EXISTNG UE:TLAND EDGE EX 2" CMP 1E1123' Ex 48" CMP Ete.T MAG At) 41-1 IRP AP W e ! 0� .*3 / I ti s00.6'z0•W dem 0' SITE LIGHTING PLAN 140' SCALE 1" yJ 64' REUIEINEiD FDR CODE COMPLIANCE bcoonunn SEP 1 g 2L'05 OW Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA JUL 2821J5 PERMIT CENTER 4 0 0 4 0 m 0 w W S U 2 9,1 DESCRIPTION w ;10 - in to 2 cn rnCO 01 ro00 c0PI re) cc Z op 0 w 1- C/)Zco ins pa> a O < e :.-.• WW 01-03 Z �w 0.. 1¢i NWO) rrA-1""st IVIPJ 0 1---i 1-1 W Psi z w 1 1 CLI r:4 0 Q C c4 00 o x c)cm up .c1 c4 a Q c7,5�ii O) z oZ cn oP4 0 co 'er O4 i d- E-1 SD -2 Z:1CAD1200410441 Normed\SD-1 SD -2 SD-3.dwg, SD -2, 7/27/2005 8:24:48 AM Y EXTRUDED CONC. CURB SET IN MASTIC ASPHALT PAVING: EXTRUDED CONCRETE CURB 5CALE: 1-1/2 = P-0' io 5' l 8' SECTION ,_ ° EXISTING CONCRETE SIDEWALK PRECAST CONCRETE WHEEL STOP NEW CONCRETE SIDEWALK SIDEWALK SCALE: 3/4" = NEW ASPHALT SECTION TRUNCATED DOMES ICC/ANSI 41111 SEC 1�55 a TRUNCATED DOMES ICC/ANSI 41111 SEC 105.5 NOT TO SCALE PLAN NOT TO SCALE PLAN in a 0 2'-0" 5'-0" SITE NOTES: SLOPE 6'-0" RAMP OJT 1/12 SIDE CUT 1 ' 10\ PROVIDE DETECTABLE WARNING AREAS AT ALL GRADE TRANSITIONS, At WHEEL CHAIR an, AND AT TERMINATION ENDS. TACTILE WARNING SHALL BE MINIMUM FULL WIDTH CF WALK OR 5', SHALL BE 24" IN LENGTH, WITH ICC/A111.1 SECTION 105. DETECTABLE WARNINGS NOT TO SCALE 3'x3' LEVEL LANDING e TOP OF CURB RAMP 7 DETECTABLE WARNING SHALL BE EXTENDED THE FULL WIDTH AND DEPTH OF CURB RAMP. (SEC.1109.$) O 0 O 00 O 000 O 000 PLAN (PATTERN) )04 DOME SECTION n TRUNCATED DOMES ICC/ANSI 41111 SEC 105.5 FLAN Cy NOT tO SCALE s RESERVED PARKING STATE DISABLED PARTING PERMIT REQUIRED METAL SIGN, PAINTED BLUE LETTERING ON •✓ WHITE BACKGROUND (SEE WASH. STATE AMENDS. 11012.4 FOR CHARACTER PROPORTIGN AND HEIGHT). INTERN1ATIONAL SYMBOL GF ACCESS SHALL BE WHITE ON BLUE BACKGROUND (11012.5 WASH. ST. AMENDS). 60" ABOVE GROUND SURFACE OF PARKING SPACE VAN ACCESSIBLE 5 fANDICAP STALL SIGN PLAN DD44) PROVIDE "YAN ACCESSIBLE° SIGN MOUNTED BELOW RESERVED PARKING SIGN AT YAN ACCESSIBLE SPACE PER SITE PLAN. ELEVATION BwED FOR CODE C©MP> DANCE SEP 1 9 Z005 CityOf Tukwila BUILDING DIVISION FF2CECJIo CITY OF TUKWILA J u L 2 8 205 PERMIT CENTER CO Q3 W 0 I I PO NI - N COO co c (0 z Cp o Q (0 (0 ,- N N W w � 1.- z O Q lv O LL- T to 0) L!Jhu 0 0 1. 0-1 P-±1 O CID z r4 w Eal w� CD < rn o w� < ( ao Vi Z (24p o< 0 Z u d C4 QCOa tI-1 ct H SD -3 Z:ICAD1200410441 Normed\SD-1 SD -2 SD-3.dwg, SD -3, 7/27/2005 721:12 AM • VICINITY MAP N.T.S. 1.1 WALL EXHIBIT A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 15, T. 23, R. 4E, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON / / 0 15 r r 1"=130' 30 60 �\ /f ,/ // , >/ /'• O / /Ls / N \ / x� mire•iirziaite A 5•, eazonv n9A[.ARINbF. �yAlli�?V�R� weer NEW`BUIeDING / FF=15.s • / / EXISTING BUILDING FF=15.25 antri • • 1 s/ /• / / I / / / / // /•� / / ••• / / /• / • • / / • w� i / / 7 • 7 ' // / ,' • / /'0 / ' /: N CO NG / W in a IN gkr N / _14 /'r /O / EXISTING EDGE 1 y -0)°7- //_7//-7<-/- a,07 Pij��75: ( ;//ti�' ? /C / L 1 .h vl ////r,/ NEW WETLAND CREATED EA = 8,844 sf HABITAT CROSSING •. EXISTING WETLAND EDGE 18--__—�._ 2:1 MAX REC NELED STREAM 1 • -, —.... ----- ---..1`. _ _ ... . Imi --- ----------------------------- 75.1 TREES TO BE REMOVED TREES TO BE SAVED. NOTES: r - _ r _ r ---7--_ _ -r ^ ^ __ - - _ r r _ - r r r ! _---------- - - --------- -.. -Er- _, _ _ry-----__--r--^-rr-r-^= ..' l l- - ,r- -___--- G .—.l...... r_l-r-—-- �•--r -_ - fi• _! - _ . .............. r_-_ryrr_- 'fritta. lien fri "Az- _ _ __! -_• ___________ NEW 6' HIGH FENCE 2g6331 "W 115.08 III / / -''k J+a NEW 6' HIGH FENCE 220.1 EXISTING TREES TO BE SAVED. TREES TO BE PROTECTED PER DETAIL ON SHEET 4 OF 5 WETLAND MMGATION PLAN 1. PRIOR TO EXCAVATION, CONTRACTOR SHALL DIG AND STORE EXISTING FLAGGED PLANS. PLANTS TO BE SALVAGED WILL BE FLAGGED BY THE PROJECT BIOLOGIST; PROVIDE THREE DAYS NOTICE PRIOR TO BEGINNING EXCAVATION. CONTRACTOR IS RESPONSIBLE FOR STORING AND WATERING THE SALVAGED PANTS UNTIL THEY ARE REPLANTED. 2. THE TOP 12" OF SOIL IN THE EXISTING WETLAND AREA SHALL BE REMOVED AND DISPOSED OFF-SITE PER THE EXCAVATION NOTES 1 THROUGH 4 ON SHEET 3. 3. ALL EARTH WORK OPERATION SHALL BE IN ACCORDANCE WITH GEOTECHNICAL REPORT PREPARED FOR THE PROJECT BY TERRA AND ASSOCIATES INC. DATED NOV. 7, 2005. 4. ONCE FINAL SLOPES ARE ESTABLISHED, THE EXPOSED SOILS SHALL BE SEEDED AND COVERED WITH AN EXTENDED -TERM EROSION CONTROL BLANKET PER GEOTECH ENGINEER RECOMMENDATION. t 0 0) MpCADpM ROp) EXISTING TREES TO BE SAVED. TREES TO PROTECTED PER DETAIL ON SHEET 4 OF 5 WETLAND MITIGATION PLAN FINAL SLOPE_GRADE-SHAtC RE -COVERED- BY NORTH AMERICAN ----GREEN C125 DOUBLE NET COCONUT BLANKET (OR EQUAL) -(1w"""1 pitvidt ai,fr 4is1s fzer ?nil+ 60 fvI4i im s . r DD i1 la I' CORRECTION LTR# Z 74 l' r l tie) 1 %4. / REWED FOR CODE COMPLIANCE ocoo FEB 13 2006 City Of Tukwila BUTLfTNr nT 1 ETON CALL BEFORE YOU DIG 1-800-424-5555 m w a A RECEIVED CITY OF TUKWILA FEB 0 2 2006 PERMIT CENTEr O J 0 cc0 PO BOX 3644 0 x 0 10 EXPIRES 9/23/07 J 0 (1 W 9 N o coO) X N CO co co CV 1 1 ' �� CIA csi c.4 r Y vv z N 0' CC 0 i 1-- m z x w I CD CD 01 0 c m N i N 0 0 0CD0 a 0) MACADAM ROAD E.O.P. 4SI j•• • . .62224ZECZEZZEZfr• . . . . . • j 30 R R.O.W. • ••••I.....CATCH11101NT i • j 1 . WALL GRADING CROSS SECTIONS EXHIBIT ..•, • a • . . . . . . . j • . } j. . . . . . • •j• • . . . . . . . a .....1. • j - kow A\/, \ 25 20 ; . . . . . . . . a •.. £ } - A•• - 1 . . . . . . . . —•�E DUSTING RADE 1 >/c -N /)/),\c v4 1% 15 10 N<A_ •••••• - t \ ,,\r/\//\rf/,i / .. . - \/1/R \\i(V: /V‘>791 • :(N\ • . . • . • • j . . . . . 1 . . . . . ... i Tr . . . . . . _••• ........ : ........ //i . •EI�YEa �2i0 40: ........ SECTION A -A (LOOKING NORTH) SCALE: 1"=5' HORIZONTAL - 1"=5' VERTICAL • • Ii • . • • • • ;•• • • • • 7 • . . . . . . . a . . . . . . . . . j . . . . . . 1 . . R.O.W. 25 10 } •. •. .•£ } • . . . . . .•I• . • . • • • • • 35 30 } . . . . . . . . . . . . } - CATCH POINT .'STING- GRADE 4.. `.....25 ••• • >1P /\ /1/\ 1/4\/r < >S/\ex\ 4/dA <& A/A(/'i>\>:\ Ac` . . . . . . . } . . . . . . . . . . . . . .. . F . . . . . . . . . } ....... ........ £ WETLAND ELE.V.=12.0 • SECTION C -C (LOOKING NORTH) SCALE: 10=5' HORfZONTAL - 1 "=5' VERTICAL II is 15 10 40 E.O.P. ......:........•1................ ti 35;.... 1 CAtCI4 POINT 30 30 ...........•..• 25 25 20 20 . - . . . . •;• } •••••••• '- .- = ti r. 1 ."�•-•• . . . /<‘/"\\/v/\\ <// !>y, ei``/,\�////// ��1%f /\ O;<\.\�\\ice\ EXISTING - GRADE a i�� 1 • . ; . . •••• 15 153 10 \ SC> k/\ter/r\ /\'�� ;/7\7 • 7 • • \e/i 4,fr £ ;....•..;........ WETLAND / <ic.\� ; 35 30 25 20 15 10 EO.P. SECTION B -B (LOOKING NORTH) SCALE: 1"=5' HORIZONTAL - 1 "=5' VERTICAL It R.O.W. CATCH.. ROINi . . . . • . . ;• . . . . 1 REVIEWED FOR CODE COMPLIANCE itootannetco FEB 13 NOS I jai,/ O ukNii;mri) # lil - Ud_ aj i.i. . ; • ; \ �\ \\ �ki;,.\\v/k,.\:</.-,‘,/. \ \\ � : a ....''. � , . , . , ....... 7DUSNG'GRAD. y/' / 1 �✓�/`�/\' \e\/fie\\ a .�'' - : • • a �/\ • • /\�/�\�/\� . •: • GOA.• F :\' Y.r • •*\,• :0 . 47‘, : / • / 4 It\ \1 \ •......•••.•.•. - ��\<,�\ ��,�\\\\\��\\N.><j,,���,,e\ \/,\ice\/,\e\\r\,f\ `a\ iiii 0N i,��/,��`/\iy`//\\��/'��!ismr,i.\\/i\iii'\•\i\,r�\,\/r\�//\�`/e��i�i:'\ii'���\//.. % r4\\'‘'.< .•.11.../ray;/ /�.\l/l...• I �' ..,-/� �'\/ ' / %%./// //l /f ./e /: //,/ //,i //I\V./,1, X. 3 1 1 3 ,/ /,z,.X \ } - .,T 40 35 30 25 20 15 . WETLAND • SECTION D -D (LOOKING NORTH) SCALE: 1"=5' HORIZONTAL - 1'3=5' VERTICAL u CALL BEFORE YOU DIG 1-800-424-5555 10 20 15 10 tx 0 I•54 0 CD 03 CO in 50 o 0 co co cc m 2 >L6 CD 0 CC 0 0 CC 0 RECEIVED CITY OF TUKWILA FEB 0 2 7006 PERMIT CENTEh NORMED DEVELOPMENT PO BOX 3644 is ca oD oD 0 0 0 ze • fa CD It Dote 10/13/04 28 DJ La FD - EXPIRES 9/23/07 1 .0 File: P:\06000s\6719\engineering\6739—w1_EXHIBIT-04—Revl.dwg Date/Time: 11/08/2005 08:38 Scale: 1=5 bwolloston Xr STANDARD CONSTRUCTION NOTES PRIOR TO STARTING CONSTRUCTION, CONTACT ONE -CALL (1-800--424-5555) FOR UTILITY LOCATIONS. CONTACTS PROJECT MANAGER: DANIEL K. BALMELU (425) 251-6222 DESIGN ENGINEER: JERRY JACQBS425) 251-6222 OWNER: NORMED SHAW (206) 242-8228 GENERAL 1. LOCATIONS SHOWN FOR EXISTING UTIUIIES ARE APPROXIMATE. 2. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE UTILITIES INSPECTOR AT 206-433-0179. 3. REQUEST A PUBUC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206-4.33-0179. 4. THE CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 5. THE CONTRACTOR SHALL HAVE THE PERMIT(S) AND CONDITIONS, THE APPROVED PLANS, AND A CURRENT COPY OF CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS AVAILABLE AT THE JOB SITE. 6. ALL WORK SHALL CONFORM TO THESE APPROVED DRAWINGS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PRE -APPROVAL FROM THE OWNER, THE ENGINEER, AND THE CITY OF TUKWILA. 7. ALL METHODS AND MATERIALS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDEIJNES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED BY THE PUBUC WORKS DIRECTOR. 8. CONTRACTOR SHALL MAINTAIN A CURRENT SET OF RECORD DRAWINGS ON-SITE. 9. CONTRACTOR SHALL PROVIDE RECORD DRAWINGS PRIOR TO PROJECT FINAL APPROVAL. 10. PROVIDE TRAFFIC CONTROL AND STREET MAINTENANCE PLAN FOR PUBLIC WORKS APPROVAL BEFORE IMPLEMENTATION. 11. ALL SURVEYING FOR PUBLIC FACIUTIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVD 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND TIED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. FOR PROJECTS WITHIN A FLOOD CONTROL ZONE, THE PERM!!! 1t. SHALL PROVIDE CONVERSION CALCULATIONS TO NGVD 1929. 12. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 13. RETAIN, REPLACE OR RESTORE EXISTING VEGETATION IN RIGHTS-OF- WAY, EASEMENTS, AND ACCESS TRACTS. LEGEND: PROPOSED TYPE II CATCH BASIN PROPOSED TYPE 1 CATCH BASIN EXISTING TYPE 11 CATCH BASIN EXISTING TYPE I CATCH BASIN PROPOSED STORM DRAINAGE UNE m EMI EXISTING STORM DRAINAGE UNE PROPOSED SANITARY SEWER UNE PROPOSED SANITARY SEWER MANHOLE Q • u PROPOSED SANITARY SEWER CLEANOUT EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER UNE EXISTING WATERMAIN EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATERMAIN PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED SPOT ELEVATIONS EXISTING SPOT ELEVATIONS EXISTING CONTOURS PROPOSED CONTOURS PROPOSED FENCE PROPOSED WALL PROPOSED ASPHALT PAVEMENT DUSTING CONCRETE WALK PROPOSED CONCRETE EXISTING BUILDING PROPOSED BUILDING • 0 tf A N 23.2 ti 100 100 x x x i 1 COVER SHEET A PORTION OF THE. NW 1/4 OF THE NE 1/4 OF SEC. 15, T. 23, R. 4E, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON CONSTRUCTION 1. ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITItt IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS, SPECIFICATIONS, AND ASSOCIATED PERMITS ON THE JOB SITE. WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. PERMITTEE SHALL APPLY FOR A REVISION FOR ANY WORK NOT ACCORDING TO THE APPROVED PLANS. 2. PERMlilEt/CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION CONFERENCE WITH THE CITY'S INSPECTOR(S) PRIOR TO BEGINNING ANY WORK. 3. WORK IN ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTIVITY IN CITY RIGHT-OF-WAY, THE PERMITTEE SHALL PROVIDE THE CITY A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. ALL WORK REQUIRING LANE CLOSURES MUST BE BY PERMIT ONLY. FROM THE THIRD THURSDAY IN NOVEMBER TO THE FOLLOWING JANUARY 2ND, THE DIRECTOR DOES NOT ALLOW LANE CLOSURES IN THE TUKWILA URBAN CENTER. D. FIRE, P@t51NIAN, AND VEHICULAR ACCESS TO BUILDINGS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN PERMITTEE HAS PERMISSION FROM THE BUILDING OWNER AND THE DIRECTOR TO CLOSE AN ACCESS. E. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. USE OF WATER TRUCKS FOR CLEANING ROADWAYS REQUIRES PREAPPROVAL FROM THE DIRECTOR. F. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH TS LEFT OPEN. 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. / 1 0 20 40 80 • / VICINITY MAP N.T.S. LEGAL DESCRIPTION: (NEW BUILDING, WETLANDS AND BUFFER) (To be created upon vacation of streets and lot consolidations) PORTIONS OF LOTS 3 AND 8, LOTS 9 AND 10 OF BLOCK 1; AND PORTION OF LOT 4 AND LOTS 5 THRU 7 OF BLOCK 2; AND LOTS 5 THRU 7 AND 14 THRU 16 OF BLOCK 3, FOSTORIA GARDEN TRACTS SUBDMSION OF LOTS 1-5; TOGETHER WITH LOTS 10 THRU 22 RIVERTON A REPLAT OF LOTS 1 TO 5 TOGETHER WIT -1 PORTIONS OF VACATED 43RD AVENUE SOUTH AND VACATED 43RD PLACE SOUTH. EXISTING NORMED LEGAL DESCRIPTION (PARCELS #734920013509; 734920005305) LOTS 8 THRU 13, BLOCK 3 OF RIVERTON REPLAT OF LOTS 1 TO 5 TOGETHER WITH PORTION OF VACATED 43RD PLACE SOUTH; AND LOT 8, BLOCK 2 OF RIVERTON REPEAT OF LOTS 1 TO 5, TOGETHER WITH PORTION OF VACATED 43RD PLACE SOUTH. ------------- SPECIAL NOTES SURVEY PREPARED BY DRYCO SURVEYING AND MAPPING, DATED 12-19-1994. BARGHAUSEN CONSULTING ENGINEERS HAS NOT VERIFIED ANY OF THE SURVEY INFO SHOWN. CONTRACTOR SHALL VERIFY THE ACCURACY OF ALL EXISTING IMPROVEMENTS AND CONTACT SURVEYOR OR ENGINEER IF ANY CONFLICT EXISTS. Ulcc ui CML ENGINEER/ LS. ARCHITECT: BARGHAUSEN CONSULTING ENGINLths, INC. 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: 206-251-6777 FAX: 206-251-8782 DAN K. BALMEW, P.E. WATER/SEWER/STORM/STREETS CITY OF TUKWILA DEPT. OF COMMUNITY DEVELOPMENT 6300 SOUTHCEMER BLVD., #100 TUKWILA, WA 98188 PHONE: 206-431-3661 CAROL LUMB POWER: SEATTLE CITY LIGHT 1300 N. 97TH STREET, RM. 115 SEATTLE, WA 98103 PHONE 206-684-4275 FAX: 206-386-9110 BOB GARCIA GAS: PUGET SOUND ENERGY 805 156TH AVENUE N.E. BELLEVUE, WA 98007 PHONE: 206-447-3174 FAX: 206-287-3879 MARK OLSEN PHONE: QWEST COMMUNICATIONS 12550 26TH AVENUE N.E. SEATTLE, WA 98125 PHONE: 206-345-6735 FAX: 206-345-1843 JOHN NICHOLSON ' D441 BASIS OF BEARING: RECORD OF SURVEY #9204309006 IN BOOK 86 OR SURVEYS AT PAGE 242, RECORDS OF KING COUNTY. VERTICAL DATUM: FINISHED FLOOR OF NORMED BUILDING PER SCHROETER SURVEY. JOB #89136. ELEV.=15.23 0 NEW BUILDING ENTRANCE. INDEX: C1 - COVER SHEET 02 - GRADING, DRAINAGE AND UTILITY PLAN 03 - STORM DRAINAGE NOTES AND DETAILS 04 - WATER AND SEWER PLAN C5 - T.E.S.C. PLAN C6 - T.E.S.C. NOTES AND DETAILS C7 - CONSTRUCTION NOTES AND DETAILS C8 - CONSTRUCTION NOTES AND DETAILS C9 - CONSTRUCTION NOTES AND DETALS 010 - WETLAND MITIGATION GRADING PLAN C11 - WETLAND MMGATiON CROSS SECTION REVISED PER CI1Y REVIEW REVISED RETAINING WALL REVISED WATER CONNECTION PER CLIENT REVIEW REVISED PER CUENT REVIEW c 0 m d Y U m 5 m Q 1 0 0 0 <r M +- d Z w co cc rc O W �- NORMED WAREHOUSE REVISED PER CITY REVIEW. ROADWAY FRONTAGE IMPROVEMENTS PER CITY REVIEW n M m s R. mm 4.0 NORMED DEVELOPMENT PO BOX 3644 CNI Z N N Lco N ?co Q 0 co LLI R1 - ROAD IMPROVEMENT PLAN AND PROV CaDEC�Nu it000nucn FE8 13 "L^n3 L1 - LANDSCAPE PLANTING PLAN L2 - MACADAM ROAD LANDSCAPE PLAN L3 - LANDSCAPE NOTES AND DETAILS L4 - IRRIGATION PLAN L5 - IRRIGATION NOTES AND DETALS CALL BEFORE YOU DIG: 1-800-424-5555 UTILITY CONRJCT NOTE: CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTIUTY LOCATE 0 1-800-424-5555 AND THEN POTHOUNG ALL OF THE EXISTING UTIUTIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBUC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH; CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTMTY, PURSUANT TO WAC 332-120. APPUCATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBUC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. l icy 01 I La uuli RECEIVED CITY OF TUKWILA FM 0? ?['P EXPIRES 9/23/05 0 0 VI 0 0 2 0 0 U sii re 7 Designed _ERA_ a A 0 0 0 0 m r v Dote 10/13/04 S 1- 0 z§ zw p- J 0 �w o cc Z- Ww Z(5 z 6 00 Job Number 0 "0- Date/Time: 09/09/2005 09:21 0, 0' -o0 i rn N c c 0 0 c 0 rn N 0 N 0 O O 0 a // / / �\ // / r .-- - r r-^r^r.- -- - rr - �r -r .------+ r-- ---r-- .- r+ - 1 F � ■oluniinln■ ■� SEE BELO -- NEW GAS UNE ...... EX. GAS SERVICE s' (APPROXI -LOCATION). FIELD VERIFY. SAWCUT AND PATCH PER CITY STANDARD REPLACE FULL DEPTH WITH LIKE KIND MATERIALS. (TYP.) EX. GUY E EX. POWER POLE ,mak EX. CATCH BASIN RIM=38.95 12" CONC N=37.25 12" CONC S=37.05 12" CONC E=36.86 40'// S 7 7 NEW MH ;5 PER DET ON SHEET C7 W/ SOLID LOCKIN D STA. 8+02.71,,,117.37' LT. RIM=14.0 IE=9.64 / / VEGETATION CHANNEL VARIES PROPOSED WATER QUALITY STORMWATER VAULT IE -9.620N) (SEE DETAIL) EX. 66' cDo EX. POWER POLE W/ LUM 7 NEW STA. 6+ / / FOUND CONCRETE POST „NEW CB#4, TYPE 1 / STA. 7+22.92, 0.C. RIM=12.0 IE=9.85 15.1 UTFALL WITH RIP RAP % PROTECTION // IE=8.2�. 4 M:14. .5 iB-10.0 / STORM DRAINAGE DETEN110N/WET VAULT WATER QUALITY CONTROL BOTTOM ELEV. VARIES STATIC W.S. EL=9.70 MAX. W.S. EL=12.0 BW=10.2 if IE-=7.8' EX. CHAIN LINK FENCE MONUMENT 12.25 3,TYPE 1 .56, 0.26 FT RIM=12.0 1E-1 0.0 GRADING, DRAINAGE AND UTILITY PLAN A PORTION OF THE NW 114 OF THE NE 1/4 OF SECS 15, T. 23, R. 4E, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON OUTFALL WITH RIP RAP PROTECTTO IE=8.2 -- 11'LF 8" DI ® 7.0% / A� EX. CHAtN/ LINK FENCE R=25' 7 / NEW CB12, TYPE 1 STA. 5+23.28, O.C. RIM=12.35 IE=10.35 7 7 NEW WATER UNE / SEE SHT. C4 12.3 NEW CB#S, TYPE 1 X 4+09.76, 14.921RT. Ili/SOLID LOCKING UD RIM=13.5 IE=8.97 X ao 12.9 bit O' NEW CB#1, TYPE 1 STA. 4+10.36, O.C. RIM=12.62 IE=10.62 53 LF 8" DI 0 0.25% 70 LF 8" DI 0 0.2% NEW CBfl7 TYPE 1 RIM=12.51 IE=10.76 L 1"=30' 0 15 30 60 SUM�a\\t�\\�\��\\O\\O\��\\O� NEW CB#9 TYPE 1 INSTALL AT END OF EX. PIPE RIM=12.75 IE=9.11 EX. 8" PVC IE=9.11 CONNECT TO EX. PIPE FR STANDARD CROWN TO INVERTED CROWN. EX. CB RIM=11.91 TOP CPP NE=9.66 (HAS LIFT GATE) WATER LEVEL=10,11 BTM STRUCTURE=5.71 (UNABLE TO ACCESS OTHER PIPES) 11.5 8" ROOF''DRAIN ®1% N. PARKI LOT/ PONDING 15.5 I EX. SSMH RIM=11.87 6�PVC NW=7.62 8"PVC SW=7.52 EX. CATCH BASIN RIM=12.78 6" CMP NW=11.32 4" PVC S=11.48 NEW 8" IE=10.1 24 LF 8' DI 0 1.0% 2" COMPACTED DEPTH CLASS 'B' A.C. PAVEMENT 4" COMPACTED DEPTH CRUSHED ROCK BASE COURSE OR 2-1/2" ATB 12" SUBGRADE COMPACTED TO 95% TYPICAL PAVEMENT SECTION NOT TO SCALE EX. CATCH BASIN / RIM=12.82 12" CONC NE=9.63 12" CONC NW=9.63 8" ROOF DRAIN 0 1% MIN. MATCH EXISTING EX. CATCH BASI RIM=13.16 12" CONC SE=10.34 .' SAWCUT AND REMOVE EXISTING PAVEMENT EX. CATCH BASIN 1.80 ROUND RIM =--11.05 (PUMP & CONTROLS) . F.H. ROOF EX. CATCINBASIN DOWNSPOUT RIM=12.87/ 6" CMP SE=1O 2 8" CMP NW=19.52\ EX. CATCH BASIN (TYPE 2) RIM=13.39 8" CMP W=11.07 (8" HAS LIFT GATE) RTY CORNER +63.54, 8.97' LT EXISTING BUILDING FF`1525± . SEWER MANHOLE RIM=14.77 �0 8" PVC NE=4.10 8" PVC NW=4.50 8" PVC SE=4.03 SAWCUT AND REMOVE EXISTING PAVEMENT EX. CATCH BASIN 1.80 ROUND RIM=11.12 FULL OF WATER TW=14.8 EX. DITCH INTERNAL BAFFLE WALL STORM D STRUCTUR TO BE USED FOR RETAINING WALL RIDGE UNE TW=14.9 BW --10.2 1 =10. NEW MH ; 6 PER DETAIL ON SHtET C7. W/ SOLID LOCKING UD. i STA. 7+58.95, 216.95' LT. REMOVE DISCHARGE PIPE TO WEST AND TW=14.5 INSTALL OVER EXISTING PIPE RIM -14.0 IE=8.5 EXTRUDED CURB MP.) �L Q PROFILE MIM=M; mom€ x W 2" COMPACTED DEPTH CLASS "B" ASPHALT CONCRETE PAVEMENT 4' COMPACTED DEPTH CRUSHED ROCK BASE COURSE OR 2-1/2" ATB 12" SUBGRADE COMPACTED TO 95% INVERTED ROADWAY CROSS-SECTION (TYP.) STA. 3+28.50 TO STA. 4+38.00 NOT TO SCALE PROVIDE PVC DRAIN AT PLANTER LOWPOINT /' / MATCH EXISTING ,t / l'' 4,e, '"- BENCH - FF NWLY ,/ f /+' ; ✓ BUILDING ENTRANCE ELEV=15.23' EX. CATCH BASIN TO BE REMOVED AND REPLACED WITH NEW 72"0 MHI RIM=15.62 IE=10.27(361N) REMOVE 38' PORTION OF IE=10.27(NEW 48"' OUT) • EX. 48" PIPE. 1 /' ,/ EX. 48' CMP TO BE ABANDONED ''/ ,' EX. CB TYPE 2 RIM=15.62 36" CMP SE=10.27 36" CMP NW=10.27 CONC BW=10.2 EX. 8" CMP IE=10.37 �'EXri CM 0.0 " --==*- --r-----i4 ....... _ - ___ - r 12 ..... PLA GRRANDER PROVIDE DRAIN ROCK AT PIPE END NEW GAS UNE TO BE INSTALLED IN ABANDONED 48" CMP PIPE (COORDINATE WITH GAS COMPANY) --- SEE SHT. C7 FOR GRADING AND WALL INFORMATION. -- ▪ - -- /\/ ASPHALT EXTRUDED CONCRETE CURB DETAIL NOT TO SCALE POWER POLE EX. CATCH : SIN RIM=16.10 6" CMP W 11.23 36" CON' S=9.20 36" CM NW=9.20 CO CTOR TO CLEAN AND REMOVE SEDIMENT TYPE 2) EX. SEWER MANHILE RIM=34.44 8" PVC NW=25.19 8" PVC SE=25. 1 POW POLE / +' ' 1 NEW GAS UTNE EXI 8" CONC i, � I GUARD POSTS (TYP) MATCH UNE, SEE ABOVE POWER POLE \/// 6" CAP 1/8' BEND (6") 6" PVC 6" X 6" WYE 0 a. e REVISED RETAINING WALL REVISED WATER CONNECTION PER CLIENT REVIEW 8 0. 6 0 0 0 0 U 0 k i 0 00 d M N 0 z Z 0 w 5 0Z aa V O Z 0 w g 2 cc p z .� a REVISED PER CITY REVIEW. 0 0 6 ROADWAY FRONTAGE IMPROVEMENTS PER CRY REVIEW a co PO BOX 3644 cc co ro CA op CNI co REVIEWED FOR CODE COMPLIANCE 000nurn FEB 1 3 2006 My. Of Ibiamlla np r-NTme7 !am mom; ANSHED GRADE 6" PVC LENGTH AS REQUIRED EXTENSION OF 6" 1 PVC OR CAP END ROOF DRAIN CLEANOUT DETAIL NOT TO SCALE CALL BEFORE YOU DIG 1-800-424-5555 RECEIVED CITY OF TUKWILA PERMIT CENT 10 ts I Ft 0 LU U. LU csi N CO • tn • 04 04 CD 0 o F. LI a EXPIRES 9/23/05 Job Number cm 0 CNI 0 0 0 0 Csi 0 0 0 0 0 0 0 12" INLET FROM SPILL CONTROL MH #6 STORM DRAINAGE NOTES AND DETAILS 184' 84' 92' NOTE PROVIDE A MINIMUM 12" /DIAMETER VENTILATION PIPE IN EACH CORNER OF THE VAULT AS SHOWN. M CDS MEDIA FILTRATION SYSTEM VAULT SIZE u w .. ACCESS MANHOLE WITH FRAME, 0 • DESIGN WATER QUALITY FLOW (CFS) *after detention - sized for Moss Loading GRATE AND LOCKING COVER MARKED AS "DRAIN", ('NP.) 'r c:11 0 IZ is :3 ' ...0 WITH STEPS TO BOTTOM OF ( 18' MAINTENANCE ACCESS DOOR VAULT. 18.15' SHALL BE ADA COMPUANT WITH 1/4" MAX. OPENINGS RIM=15± 1.0' 3 4 0 a .e - .. . a PEAK FLOW (CFS) 12" OUTLET .,.;.,., .;,;... .vvvv Nr../N.,\/....-4-., vvv vvvvvvvv\ T - XXX TO STORMFILTER. ...........,..... " �`�`....v.,,, - XXX RETURN PERIOD OF PEAK FLOW (YRS): 100 REMOVABLE BAFFLE WALL XXX 17' 17' XXX - XXX 9 HEIGHT OF CARTRIDGES (INCHES): CELL 2 OUTLET PIPE(S):NMI cap) e _� CELL. 1 - 8.2 - CPE - , 1001 36'x186' WATER QUALITY WET VAULT PLAN VIEW SCALE: 1 "=10' 186' 76' ACCESS MANHOLE WITH FRAME,, GRATE AND LOCKING COVER MARKED AS "DRAIN', (TYP.) WITH SI&YS TO BOTTOM OF VAULT. 12" VENT TO GRADE WITH LID (TYPICAL) 166' (END OF BAFFLE WALL) 12" OUTLET TO STORM FILTER OVERFLOW EL=12.0 FINISH GRADE I --III-' 1 I r I fF—III III 111 111 FINISH GRADE III 111 III III III 111 I n. III 111 111 III—III—III 111 111 111 I II III 111 111 II 111 III 4 a, 4 5'x1O' ACCESS GRATE REMOVEABLE BAFFLE WALL MATERIAL TO BE CONCRETE. STAINLESS STEEL, FIBERGLASS REINFORCED PLASTIC, WOOD OR OTHER ACCEPTABLE MATERIAL, APPROVED BY THE CITY. II III 1 111 I H 111 11 IIT 111 111 111 m i11 TIT f1T [Ti TI 1 I a 4 IE=9.7 EL AT BOTTOM OF V CHANNEL=5.0 4 4 e p STATIC WATER SURFACE EL=9.7 0.47% 7.0' EL=6.25 BOTTOM OF BAFFLE a 4 EL=5.50 0.64% 4 11 11 ACCESS MANHOLE FINISH GRADE —11 I-11 I—III • 4 4 e a EL AT BOTTOM OF V -CHANNEL = 5.0 105' 78' 36'x186' WATER QUALITY WET VAULT SECTION A -A SCALE: 1'2=10' HORIZONTAL l"=5' VERTICAL PROJECT STORM DETAILS AND MFS SPECIFICATIONS NOTES: 1. CARTRIDGES AVAILABLE IN HEIGHTS OF 12", 15", 18" AND 22" TALL x 18"4. 2. DROP FROM INLET TO OUTLET REQUIRED FOR: 12' TALL = 17" . 15" TALL = 20" 18" TALL = 25" 22' TALL = 27" 4. ALLOWABLE FLOW RATE PER CARTRIDGE VARIES FROM 9 GPM/CARTRIDGE TO 18 GPM/ CARTRDIGE DEPENDING ON APPROVING JURISDICITON. 5.. CONTACT CDS FOR ELECTRONIC COPIES OF PROJECT SPECIFIC SYSTEMS OR FOR DESIGN ASSISTANCE. 6. WEST COAST OFFICE (888)535-7559. EAST COAST OFFICE (800)848-9955. NORTHWEST OFFICE (503) 240-3529. 9,-4" a 12' INLET FROM SPI U. MH #7 12" DIAMETER VENTILATION PIPE (TYP.) FINISHED GRADE OUT OF VAULT. VENT LID (TRAFFIC BEARING) FINISH GRADE VVVVv \j� A cD 12" DIA. VAULT ROOF 1 VENT DETAIL VVVv )// 12" STEEL PIPE FLANGE AT BOTTOM A t SCALE: 1"=10' MAX. DESIGN W.S. EL=12.0 STATIC W,$. EL=9.7 EL=5.80 36'x186' WATER QUALITY WET VAULT SECTION B -B SCALE: 1"=10' HORIZONTAL 1"=5' VERTICAL 4 v OUTLET BOX WITH SLIDE GATE 12" CPE 12" CPE INLET PIPE DISSIPATER BAFFLE 1 B"0 X 12" TALL FILTER CANISTERS (26 THIS UNIT) COLLECTION BOX ADJUSTABLE FLOAT FIBERGLASS OIL BAFFLE FINISHED GRADE RIM EL=14.5't I I 4'-11" INLET PIPE EL=9.62' d. 17'-2" 30" CDS MAHNOLE COVER & FRAME (H-20)(TYP. OF 2) IP 18"2 X 12" TALL DISSIPATER FILTER CARTRIDGES (26 11HI5 UNIT) FIBERGLASS OIL BAFFLE Z ADJUSTABLE /////".// //// FLOAT -V>://0//; STATIC WATER LEVEL 3'-11' SETTLEABLE SOLIDS SUMP BOTTOM EL=XX.XX'± /i%/ OUTLET BOX WITH SUDE GATE COLLECTION MANIFOLD PIPING FOR TREATED WATER 4 FOLDING CANISTER SUPPORT RACK 816 FILTER WITH EXTERNAL BYPASS 26 CARTRIDGE 12" TALL NTS 4 COLLECTION TUBING COLLECTION BOX 6•-4" OUTLET PIPE EL=8.20' 2'-6" 4 4 FOLDING CANISTER SUPPORT RACK 0 0- 8 REVISED RETAININ WATER CONNECTION PER CU rr w 0 0 rn 0 0 6 J 3 r [Y w 0 w cr Q 0 W 0 2 6 0 w PER CITY REVIEW 0 z m CD W cr 0 wX 0 0 W dL tr O 2 03 CON N N 0 CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF EI FEd 0 2 2006 PERMIT CENTEh EXPIRES 9/23/05 0 c 2 0 T z 0 O 2 N 0 0 0 m c c 2 3 In 0 0 o Date 10/13/04 x 0 (1) W D z 7 r+') 0 Oco z o) < CC Y '- .moi N N N (0 r - L(') E g z 0 a Ch 0 0 z6719—b,dan—b, v x 0 E 0 II 4, 0 cin N) N 0 0 0 0 N 0 0 0 1- m 0 File: P:\06O00s\6719\engineering\6719—d.dwg CDS MEDIA FILTRATION SYSTEM VAULT SIZE 8X16 DESIGN WATER QUALITY FLOW (CFS) *after detention - sized for Moss Loading 0.28 INLET PIPE(S): DIM (01) -TE (Fn-w.r�u-SLOPE (�/m 12" - 9.62 - CPE - XXX PEAK FLOW (CFS) 0.823 XXX - XXX - XXX - XXX RETURN PERIOD OF PEAK FLOW (YRS): 100 XXX - XXX - XXX - XXX HEIGHT OF CARTRIDGES (INCHES): 12" OUTLET PIPE(S):NMI cap) e _� 12 - 8.2 - CPE - XXX NUMBER OF CARTRIDGES26 XXX - XXX - XXX - XXX FLOW RATE PER CARTRIDGE (GPM): 4.9 RIM ELEVATION (FT): 14.5 NUMBER OF' MANIFOLD PIPES PIPE ORIENTATIONS SKETCH: XXX --� IF INTERNAL BYPASS PIPING REQURIED- BYPASS PIPE DIAMETER / NUMBER OF BYPASS PIPES CHOOSE ONE: INTERML BYPASS OF FLOWS OVER OUTLET BOX WEIR — OKAY? ,._R......€." lVJ Qt E . R",.. XXX / )(%X VAULT DOORS - FOR LIGHT TRAFFIC OR MANHOLE CASTINGS - FOR HEAVY TRAFFIC CASTINGS NOTES: 1. CARTRIDGES AVAILABLE IN HEIGHTS OF 12", 15", 18" AND 22" TALL x 18"4. 2. DROP FROM INLET TO OUTLET REQUIRED FOR: 12' TALL = 17" . 15" TALL = 20" 18" TALL = 25" 22' TALL = 27" 4. ALLOWABLE FLOW RATE PER CARTRIDGE VARIES FROM 9 GPM/CARTRIDGE TO 18 GPM/ CARTRDIGE DEPENDING ON APPROVING JURISDICITON. 5.. CONTACT CDS FOR ELECTRONIC COPIES OF PROJECT SPECIFIC SYSTEMS OR FOR DESIGN ASSISTANCE. 6. WEST COAST OFFICE (888)535-7559. EAST COAST OFFICE (800)848-9955. NORTHWEST OFFICE (503) 240-3529. 9,-4" a 12' INLET FROM SPI U. MH #7 12" DIAMETER VENTILATION PIPE (TYP.) FINISHED GRADE OUT OF VAULT. VENT LID (TRAFFIC BEARING) FINISH GRADE VVVVv \j� A cD 12" DIA. VAULT ROOF 1 VENT DETAIL VVVv )// 12" STEEL PIPE FLANGE AT BOTTOM A t SCALE: 1"=10' MAX. DESIGN W.S. EL=12.0 STATIC W,$. EL=9.7 EL=5.80 36'x186' WATER QUALITY WET VAULT SECTION B -B SCALE: 1"=10' HORIZONTAL 1"=5' VERTICAL 4 v OUTLET BOX WITH SLIDE GATE 12" CPE 12" CPE INLET PIPE DISSIPATER BAFFLE 1 B"0 X 12" TALL FILTER CANISTERS (26 THIS UNIT) COLLECTION BOX ADJUSTABLE FLOAT FIBERGLASS OIL BAFFLE FINISHED GRADE RIM EL=14.5't I I 4'-11" INLET PIPE EL=9.62' d. 17'-2" 30" CDS MAHNOLE COVER & FRAME (H-20)(TYP. OF 2) IP 18"2 X 12" TALL DISSIPATER FILTER CARTRIDGES (26 11HI5 UNIT) FIBERGLASS OIL BAFFLE Z ADJUSTABLE /////".// //// FLOAT -V>://0//; STATIC WATER LEVEL 3'-11' SETTLEABLE SOLIDS SUMP BOTTOM EL=XX.XX'± /i%/ OUTLET BOX WITH SUDE GATE COLLECTION MANIFOLD PIPING FOR TREATED WATER 4 FOLDING CANISTER SUPPORT RACK 816 FILTER WITH EXTERNAL BYPASS 26 CARTRIDGE 12" TALL NTS 4 COLLECTION TUBING COLLECTION BOX 6•-4" OUTLET PIPE EL=8.20' 2'-6" 4 4 FOLDING CANISTER SUPPORT RACK 0 0- 8 REVISED RETAININ WATER CONNECTION PER CU rr w 0 0 rn 0 0 6 J 3 r [Y w 0 w cr Q 0 W 0 2 6 0 w PER CITY REVIEW 0 z m CD W cr 0 wX 0 0 W dL tr O 2 03 CON N N 0 CALL BEFORE YOU DIG: 1-800-424-5555 CITY OF EI FEd 0 2 2006 PERMIT CENTEh EXPIRES 9/23/05 0 c 2 0 T z 0 O 2 N 0 0 0 m c c 2 3 In 0 0 o Date 10/13/04 x 0 (1) W D z 7 r+') 0 Oco z o) < CC Y '- .moi N N N (0 r - L(') E g z 0 a Ch 0 0 z6719—b,dan—b, v x 0 E 0 II 4, 0 cin N) N 0 0 0 0 N 0 0 0 1- m 0 File: P:\06O00s\6719\engineering\6719—d.dwg BLOW UP DETAIL SCALE: 1"=10' SANITARY SEWER NOTES: 1. ALL METHODS AND MATERWLS SHALL MEET CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN AND CONSTRUCTION STANDARDS, UNLESS OTHERWISE APPROVED. 2. THE CONTRACTOR SHALL MARK THE END OF THE SIDE SEWER, INSIDE THE PROPERTY LINE, WITH A 4 FOOT PRESSURE TREATED 2 X 4, BURIED IN THE GROUND 4 FEET. THE BURIED END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED 1 -FOOT SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT. 3. INSTALL SANITARY SEWER LINES AT LEAST 10 FEET HORIZONTALLY, MEASURED EDGE TO EDGE, FROM ANY EXISTING OR PROPOSED WATER SUPPLY AND AT LEAST 18 INCHES BELOW THE BOTTOM OF A WATER UNE. WATER SUPPLY NOTES 1. THE CONTRACTOR SHALL INSTALL CORPORATE STOPS, WATER SERVICE UNES, AND METERS. THE CITY OF TUKWILA WILL INSTALL THE METERS. 2. PRESSURE Its' ALL WATER MAINS AND APPURTENANCES. 3. FLUSH AND DISINFECT NEW, CLEANED, OR REPAIRED WATER MAINS. 4. INSTALL RESTRAINED JOINTS AT ALL BENDS, TEES, AND OTHER DIRECTION CHANGES. 5. ALL WATER MAINS SHALL. HAVE A BLOW -OFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM REUEF VALVE AT HIGH POINT OF MAIN. 6. INSTALL FIRE HYDRANT ASSEMBLY SO IT STANDS PLUMB AND SO THAT THE LOWEST OUTLET 15 AT 18' ABOVE THE FINISHED GRADE. THE ASSEMBLY SHAD. HAVE A CLEAR ZONE AROUND HYDRANT OF AT LEAST 48' AND THE PUMPER PORT SHALL FACE STREET OR FIRE ACCESS. 7. THE INSTALLER OF A FIRE UNE BACKFLOW PREVENTION DEVICE INSTALLED OUTSIDE THE BUILDING AND UNDERGROUND, SHALL HAVE A LEVEL III CERTIFICATE OF COMPETENCY OR A LEVEL U CONTRACTOR'S CERTIFICATE OF COMPETENCY. IF THE INSTAI i FR IS DIFFERENT FROM THE BACKFLOW PREVENTION DESIGNER, THE INSTALLER MUST STAMP, SIGN, AND DATE THE PLANS, IN ADDI11ON TO THE DESIGNER'S STAMP, SIGNATURE, AND DATE. 8. INSTALL WATER MAINS CROSSING SEWER UNES 50 THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER. LOCATE FULL SECTION OF WATER PIPE SO THAT ITS MIDPOINT IS ABOVE THE SEWER PIPE AT THE CROSSING. THIS INSTALLATION MAY REQUIRE SPECIAL STRUCTURAL SUPPORT FOR THE WATER AND SEWER PIPE. 9. INSTALL WATER SUPPLY UNES AT LEAST 10 FEET HORIZONTALLY, MEASURED EDGE TO EDGE, FROM ANY EXISTING OR PROPOSED SEWER AND AT LEAST 18 INCHES ABOVE THE TOP OF A SEWER. WATER AND SANITARY SEWER PLAN A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 15, T.23, RAE, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON / z / 77 7 ty INSTALL: 10 LF 10" DI W INSTALL: STA. 4+46.16., 0.47' RT. 1-8"x6" TEE (FL) 1-6" GATE VALVE (FLxMJ) 11 LF 6" D.I. EXTENSION 1-5 1/47 MVO F.H. ASSY. CONC. BLOCKING /INS .ALL: STA. 4+50.79, 0.65' LT, / 1-10" 22' BEND (FL) 1-10'xB' REDUCER (FLxMJ CONC. BLOCKING 16 LF 8" D.I FIREUNE STA. 4+36.56, 2.86' RT. 1-10" 90' BEND (MJ) -- CONC. BLOCKING UTILITY CROSSING IE=12" SD=10.57 TOP 10' W=9.0 "'STALL: -STA. 3+99.11, 19.18LT. 1-10"x8" TEE (MJxFL) 1-PIV (FLxMJ) CONC. BLOCKING INSTALL: 1" IRRIGATION MtIER W/1" SERVICE UNE INSTALL: 1-1 1/2" DOMtafiC METER W/ 2" SERVICE UNE. 139 LF 10" D.I. WM FDC \ 8' DOUBLE DETECTOR CHECK VALVE ASSEMBLY PER --- CITY STD. / IE 0 BLDG.=8.22 UTILITY CROSSING IE=6" 55=7.92 TOP 8" W=6.40 25 LF 6' SS 0 2.0% MIN. 3300 RIM=15.4 IE=8.12 20 40 80 1 SEW MANHOLE RIM=11.87 6" PVC WW=7.62 8" PVC SW=7.52 INSTALL: STA. 2+60.25, 19.18' LT. 1-10" TEE (FL) 1-8' SLEEVE (MJ) 1-8' GATE VALVE (FLxMJ) CONC. BLOCKING • 1 _P -R1 °POSED NORMED /BUILDING \/ FF' =15.5 FROM PROPOSED STORM U E. NUFACTURER'S SUGGtsIEU RADI S. 1- JJ STA. 7 3.37, 7.95' RT. 1-8" " 90' BEND (MJxFL) 1- GATE VALVE (FtxMJ) LF 6' D.I. EXTENSION 1- 1/4" MVO F.H. ASSY. / CONC.\BLOCKING (FIRE HYDRANT TO BE USED AS HIGH POINT AIR RELEASE)/ N 14 f 12 - ,- --12-- - /t I • F.H< `• e i I • , / I V / , ,' EXIS111G�' ROME$31C METER #2 TO HAVE'REDU 'PRESSURE INSTALLED j� EXISTING 1 IRRIGATION CONTRACTOR TO FIELD LOCATE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING WATERMAIN PRIOR TO ANY CONSTRUCTION. REMOVE EX. PLUG AND TEE INSTALL: 1-10"x8" TEE (FLxMJ) 1-8' GATE VALVE (FLxMJ) CONNECT TO EXISTING 8' WATERMAIN NOTIFY ENGINEER OF ANY DISCREPTANCIES BACKFLOW ASSN: PRIOR TO DEDUCT M 1/2" • METER #1 • • • • • • • EXISTING 1" METER AND .SC?` / SERVICE #3 TO BE REMOVED ✓ .'` AND ABANDONED PER CITY� STANDARDS. REMOVE EX. ,'8 /@ATERUt4E / / / 1. ; , / ,I ,' '� EXISTING NORMED ,' / + \EX. F BUILDING / / �, / ��.�,' ; ' FF=15"25± / /,71 / /,11. //, ' `EXISTING 1" METER AND /',� SERVICE #4 TO BE REMOVED .', /11 it ',< / AND ABANDONED PER CITY �� /� ,'/ ',, '' / AND REPLACE WITH 227'LFo10" Dp-WATER / EX. F 74. ---18- -7-18---------- 18--/ i-20-- // x-22- - -`-� ��� �� A, ---\~f - - -�-� �� �� /� \�// 298.73 NOTE CONTRACTOR SHALL UPGRADE EXISTING FH TO CURRENT CIT! STANDARDS IF • NOT ALREADY DONE SO. ,, /,N // ,C \ / /, / 1 _, ,/ 1 / //, / !-r _k'tit"3 1! arARcite 61-ta 11 ice/ -500 D6'20'W 115.08 \-'i fl , ? iEX. F.H. ----- MACADAM ROAD-------- --------- • SEWER MANHOLE RIM=39.46 FULL OF DEBRIS BTM STRUCTURE=29.90 SEWER MANHOLE RIM=34.44 8" PVC NW=25.89 8" PVC SE=25.71 EX. 10" WATER , SEWER MANHOLE RIM=14.77 8" PVC NE=4.10 8" PVC NW=4.50 8" PVC SE=4.03 STALL: CUT -IN EX. 10" WATER, REMOVE EX. 8" GATE VALVE 1-10" TEE (FL) 2-10' GATE VALVES (FL) 1-10" GATE VALVE (FLxMJ) 2-10' DI SPOOLS 2-10" ADAPTORS CONC. BLOCKING iREVIEWED FOR CODE COMPLIANCE 8onW Wlftfl FEB 1.3 2006 City Of Tukwila -F rrp NOTE BOTH RPPAS SHALL BE MANUFACTURER'S MAKE AND MODEL WILKENS 975 AND HOTBOX H82. REVISED PER CITY REVIEW REVISED RETAINING WALL REVISED WATER CONNECTION PER CLIENT REVIEW REVISED PER CLIENT REVIEW c 0 W o. a 0 0 U a 4J 0 0 1.1 w 0 Z a J cc w w 0) cc Q co 0 a Ct cc 0 u. NORMED WAREHOUSE REVISED PER CITY REVIEW. REVISED PER CITY REVIEW. 0 N CD NORMED DEVELOPMENT PO BOX 3644 co oo Z N 0 COI (� N Z N co '~ o WATER Mt 1 tett TABLE # TYPE SIZE COMMENT IMPROVEMENT NEEDED 1 IRRIGATION 1 1/2" DEDUCT (EXISTING) AMR AND RADIO 2 DOMESTIC 2' EXISTING RPPA AND FREEZE PROTECTION 3 DOMESTIC 1' EXISTING REMOVE 4 DOMESTIC 1" EXISTING REMOVE 5 DOMESTIC 1 1/2" PROPOSED RPPA AND FREEZE PROTECTION 6 IRRIGATION 1' DEDUCT (PROPOSED) AMR AND RADIO CALL BEFORE YOU DIG: 1-800-424-5555 UT1LJTY CC ONNRJCT NOT CAUTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UT1UTIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOUNG ALL OF THE EXISTING U1ILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFUCTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECtu) BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPUCATIONS MUST BE COMPLt1ED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILftY OF THE CONTRACTOR. CITY OFVETTUKWILA FEd 0 2 2006 PERMIT CENTEh 0 N t o z 9 v 0 0 01 3 v Q o o o 0 ¢ 00 EXPIRES 9/23/05 Job Number Cb t rn 0 U rn m N 0 i 0 0 0' 0' h 4.0i 0 0 0 0 0 i 6: Ls: CONSTRUCTION SEQUENCE 1. PRIOR TO CONSTRUCTION, OBTAIN ALL APPLICABLE DEMOLITION AND CONSTRUCTION PERMITS. 2. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF TUKWILA INSPECTOR, GREG VILLANUEVA (206) 433-0179. 3. LOCATE EXISTING UTILITIES AND INITIATE COORDINATION WITH APPROPRIATE UTILITY AGENCIES. 4. FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN 014 THE PLANS. 5. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON PLANS. 6. INSTALL TEMPORARY FILTER FABRIC FENCE AS SHOWN ON PLANS. 7. CONSTRUCT INTERCEPTOR DITCHES/DIKES AND ROCK CHECK DAMS WHERE SHOWN ON PLANS. 8. INSTALL TEMPORARY CATCH BASIN INLET PROTECTION AS SHOWN ON PLANS. 9. A TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF TUKWILA R.Q.W. CONTRACTOR TO COORDINATE WITH CIN OFFICIAL FORE TIMING OF ANY CONSTRUCTION WITHIN R.O.W. 10. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. 11. NO RUNOFF 15 TO LEAVE SITE WITHOUT TREATMENT. 12. CLEAR AND GRADE SITE AND AMEND E.S.C. FACILITIES AS REQUIRED. 13. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE MAKE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. 14. WITH EACH LAYER OF FILL MATERIAL, INTERCEPTOR DITCHES AND T.E.S.C. FACILITIES MUSH BE GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO DISCHARGE POINT. 15. ALL DISTURBED AREAS AND EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL BE HYDROSEEDED UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. 16. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES, INCLUDING DUST CONTROL, SHALL BE PROVIDED AFTER FILL OPERATIONS ARE COMPLETED. 17. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION AND SEDIMENTATION CONTROL FACILITIES CAN BE REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM THE CIN. EX. CHAIN LINK FENCE FND 5/8" REBAR_ AND 1 1/2" IP EX. SSMH RIM=37.50 FULL OF DEBRIS BTM STTRUCTURE=28.20 ri TEMPORARY EROSION/ SEDIMENTATION CONTROL PLAN A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 15, T. 23, R. 4E, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON TEMP. SEDIMENT TRAP SURFACE AREA REQUIRED=1,500 SF MIN. TOP POND=11.00 MAX. WS EL=10.00(OVERFLOW) BOTTOM OF POND=6.50 TBtORARY SILT FENCE (PER DETAIL SHT. C6) TEMPORARY V DITCH W/ ROCK CHECK DAMS (PER DETAIL SHT T11) CLEARNG LIMITS EX. CHAIN LINK FENCE r 1 8 EX. SEWER MANHOLE RIM -11.87 5" PVC NW=7.62 8" PVC SW=7.52 0 20 80 INSTALL TEMP. CONSTRUCTION ENTRANCE (PER DETAIL SHT. C6) \\ IVSTALL C.S. INLET PROTECTION (PER DETAIL SHT. C6) DEMO EX CURB, GUTTER AND SIDEWALK \\ s -...9`4A, s VP \ oe" \. \CI\ /\ EX. 0RANT / N\ / / / -E'. SIGN N / INSTALL C.B. FILET PROTECTION (PER DETAIL SHT. C6) OF TOP 12" OF SOIL AND REED CANARY GRASS ROOTS. (SEE WETLAND MITIGATION PLAN) (PER DETAIL SHT. C6) /OF TOP 12" OF SOIL AND REED CANARY GRASS ROOTS. EE WETLAND MITIGATION PLAN) E.X. POWER POLE WITH GUY WIRES e EX. POWER POLE 1 1l 1 1 r 1 111 1-1„I 1 t t ............................... .."-- 7 . =. °N -EX. TEL MANHOLE ill i --- _.1T !iii�/ --1 z-Ctyam( - I! LEGEND: SILT FENCE CLEARING LIMITS SURFACE FLOW DIRECTION TEMP. INTERCEPTOR DITCH TEMP. CONTOUR EXISTING CONTOUR TEMP. CONSTRUCTION ENTRANCE ROCK CHECK DAM CATCH BASIN INLET PROTECTION TEMP. STORM UNE RETAINING WALL -14 - 12 - 1 •A. • • •4sa�. at Ke4 EX. POWER POLE EX. "rtL. 1dHC E J ._. f, U! --tr--r EWER_ MANHOLE/ RIM=39.21 _ 12" CONC N=33.41 12" CONC W=33.51 EX. TEL. MANHOLE Y EX. POWER POLE 3h W/ LUM -EX. HYDRANT W/ WATERVE-"` EX SIGN EX. SSMH RIM=39.46 FULL OF DEBRIS BTM STRUCTURE=29.90 EX. POWER POLE WITH LUMINAIRE J EX. MAILBo 6AoAM ROAD CLEARING uMa1 M ---- -- POLE 1 EX. POWER EX. SIGN EX. POWER POLE PROTECT EX TREES IN AREA TREES TO BE PROTECTED PER DETAIL ON SHEET 4 OF 5, WETLAND MITIGATION PLAN. EX. MAILBOXES , 0 EX. POWER POLE EX. GUY WIRE ,E3(. POWER / POLE SEX. POWER POLE (q 0 EX. POWER POLE EX. SEWER MANHOLE RIM -34.44 8" PVC NW=25.89 8" PVC SE=25.71 EX. 8" CONC GUARD POSTS (TYP) EX EX. SEWER MANHOLE RIM -14.77 8" PVC NE=4.10 8" PVC NW=4.50 8" PVC SE=4.03 POWER POLE REVISED PER CIN REVIEW REVISED RETAINING WALL rr w w 0 w a 0 z ni 8 r oo z w w U d 0 L : c O e a 0 U m -J ,n N 10 1.0 0 0 0 1- N 0 z CONTROL PLAN IIr O NORMED WAREHOUSE REVISED PER EXISTING CONDmONS REVISED PER CITY REVIEW. REVISED PER CITY REVIEW. 0 U 0 U V G tel 0) Of m N m r 10 m NORMED DEVELOPMENT PO BOX 3644 REVIEWED FOR CODE COMPLIANCE t000nurn FEB 1 3 2006 These plans have been reviewed by the Pub 'c__-- - Works Department for conformance with cu ent City Of Tukwila 1 r "TRIP r•.., rrCT/1r' City standards. Acceptance is subject to errors 'R _dT. - omissions which do not authorize violations of adopted standards or ordinances. The responsibility for the adequacy of the design rests totally with the designer .1• -• ..- " 'u11 -• 1 `"v] -1 •rawtngs for ubceguent 9pf ro rnt Rev \S.P.aI i 7p .iZoS. o✓\ aPLAN S 6 �Y� a-t� Aw ' i�eb SL \o e t 7 Fina cceptance 'is subec[ toTlield inspection by the Public Works utilities inspector. Date: By: 0 \ . lC; . 2-o06 OS S t OS rTh,? r2e V e u Ti cN� 1rLl.ee t \ 4el? Kc S..vo•I.l 3 1 -4 1 4. is. pp 43/43a b P. -rt. ts. e Oo worn e v DAT\OIJS• 41 RECEIVED CITY OF TUKWILA DEC Z 1 7005 PERMIT CENTER (1N M0. .'T... ,, 01-I 44 I c CALL BEFORE YOU DIG: 1-800-424-5555 UTILITY CONFLICT NOTA CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. CORRECTION LTR.* "6 0 O N T 0 as 0 c > Date 10/13/04 0 (1) W z w 0 co N N 00 1 I r�NI NI r is: X ,•iv EXPIRES 9/23/07 Job Number CD r 0 0 z6719—b,don—b,z6719s3a,z6719tre,z6719—t,76719—sx, x o T E 0 e 4) 0 U 0 rn 0 0 0 0 0 0 N N 1- a, 0 c a N rn c 4) 4) CPc c 1) i n i 0 O O r.0 0 TEMPORARY EROSION/ SEDIMENTATION CONTROL NOTES AND DETAILS GRADING AND EROSION CONTROL NOTES 1. THE EROSION PREVENTION AND SEDIMENT CONTROL (E.S.C.) MEASURES ON THE APPROVED PLANS ARE MINIMUM REQUIREMENTS. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS, INSTALL CONSTRUCTION ENTRANCE, AND INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES. 3. BEFORE ANY GROUND DISTURBANCE OCCURS, ALL DOWNSTREAM EROSION PREVENTION AND SEDIMENT CONTROL MEASURES (E.S.C.) MUST BE CONSTRUCTED AND IN OPERATION. INSTALL AND MAINTAIN E.S.C. MEASURES ACCORDING TO THE E.S.C. PLAN. 4. ES.C. MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABIUZAT1ON IS ESTABLISHED. 5. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 6. FROM OCTOBER 1 THROUGH APRIL 20, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDFI1ON TO COVER MEASURES, THE CONTRACTOR SHALL: a. PROTECT STOCKPILES AND SIhFY CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. b. STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. c. BY OCTOBER 8, SEED ALL AREAS THAT WILL REMAIN UNWORKED DURING THE WET SEASON (OCTOBER 1 THROUGH APRIL 30). MULCH ALL SEEDED AREAS. 7. FAILURE TO MAINTAIN ES.C. MEASURES IN ACCORDANCE WITH THE APPROVED MAINTENANCE SCHEDULE MAY RESULT IN THE WORK BEING PERFORMED AT THE DIRECTION OF THE DIRECTOR AND ASSESSED AS AN LEN AGAINST THE PROPERTY WHERE SUCH FACILITIES ARE LOCATED. 8. DURING THE LIFE OF THE PROJECT, NE PERMIIILE SHALL MAINTAIN IN GOOD CONDITION AND PROMPTLY REPAIR. RESTORE, OR REPLACE ALL GRADE SURFACES; WALLS, DRAINS, DAMS, STRUCTURES, VEGETATION, EROSION AND SEDIMENT CONTROL MEASURES, AND OTHER PROTECTIVE DEVICES IN ACCORDANCE WITH APPROVED PLANS. 9. THE PERMIIIEE SHALL MONITOR THE DOWNSTREAM DRAINAGE FEATURES, AND SHALL, WITH THE DIRECTOR'S APPROVAL, REMOVE ALL SEDIMENT DEPOSITION RESULTING FROM PROJECT -RELATED WORK. 10 ALL WORK PERFORMED SHALL BE PER APPROVED PLANS AND SPECIFICATIONS ONLY. THE PERMITTEE IS REQUIRED TO MAINTAIN A SET OF APPROVED PLANS AND SPECIFICATIONS AND ASSOCIATED PERMITS ON THE JOB SITE WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS. 11 AS THE FIRST ORDER OF BUSINESS, THE PERMIT IEE SHALL INSTALL EROSION PREVENTION AND SEDIMENT CONTROL MEASURES PER THE ES.C. AND SHALL INSTALL THE DOWNSTREAM TEMPORARY ESC. MEASURES BEFORE ANY SITE DISTURBANCE OCCURS. BEFORE THE TEMPORARY MEASURES ARE REMOVED, INSTALL AND ESTABLISH THE UPSTREAM PERMANENT E.S.C. MEASURES. 12 THE PERM; I I tt SHALL AT ALL TIMES PROTECT SENSITIVE AREAS. THEIR BUFFERS, AND ADJACENT PRIVATE PROPERTIES AND PUBUC RIGHTS-OF-WAY OR EASEMENTS FROM DAMAGE DURING GRADING OPERATIONS. THE PERMITTEE SHALL RESTORE, TO THE STANDARDS IN EFFECT AT THE TIME OF THE ISSUANCE OF THE PERMIT, SENSITIVE AREAS, THEIR BUFFERS, AND PUBLIC AND PRIVATE PROPERTIES AND IMPROVEMENTS DAMAGED BY THE PERMIIItt'S OPERATIONS. 13. PERMIT Itt SHALL ARRANGE FOR AND COMPLY WITH THE FOLLOWING: a. NOTIFY THE PUBLIC WORKS DEPARTMENT WITHIN 48 HOURS FOLLOWING INSTALLATION OF E.S.C. MEASURES. b. OBTAIN PERMISSION IN WRITING FROM THE PUBLIC WORKS DEPARTMENT PRIOR TO MODIFYING THE E.S.C. PLAN. c. MAINTAIN ALL ROAD DRAINAGE SYSTEMS. STORM WATER DRAINAGE SYSTEMS, CONTROL MEASURES AND OTHER FACIUTIES AS IDENTIFIED IN THE ES.C. PLAN. NOTES: 1. CONTRACTORS RESPONSIBILITY FOR MAINTAINING & CLEANING THE APPROACH ON A REGULAR BASIS. 2. IF DIRECTED BY THE COUNTY ADDITIONAL QUARRY SPALLS MUST BE ADDED. 3. THE CONSTRUCTION APPROACH MUST BE LOCATED AT THE PERMANENT APPROACH LOCATION. �I R=25' MIN. 12" x.11' 4"-6" QUARRY SPALLS TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE • z TEMPORARY eV" DITCH II - III= NOT TO SCALE INLET (CENTERED IN C.B.) HANDING STRAP OVERFLOW PROTECTION INSERT SHALL BE DIRTRAP, ULTRA DRAINGUARD OR APPROVED EQUAL SKIRT HANDLING STRAP SEDIMENT COLLECTION EROSION CONTROL CATCH BASIN INSERT NOT TO SCALE MATERIALS OF CONSTRUCTION FABRIC: APPARENT OPENING SIZE (AOS): GRAB TENSILE STRENGTH: PUNCTURE STRENGTH: MULLEN BURST: TRAPEZOIDAL TEAR: WATER FLOW RATE: PERMEABILITY: DIMENSIONS SKIRT: SOCK FILTER/SEPARATOR: DISPOSAL REQUIREMENTS: NEEDLE PUNCHED NON -WOVEN GEOTEXTILE MATERIAL. FABRIC IS RESISTANT TO ULTRAVIOLET AND BIOLOGICAL DEGREDATION AND A BROAD RANGE OF CHEMICALS. 80 US STANDARD SIEVE (0.180 MM) 200 LBS 130 LBS 400 PSI 85 LBS 110 GPM/FM 0.38 CM/SECOND 24"x36" 10" D x 24" L CONSULT FEDERAL STATE, AND LOCAL REGULATIONS FOR DISPOSAL OF INSERTS 3' 3' SWALE FLOWLINE ROCK CHECK DAM 0.5', MIN. KEY ROCK INTO SWALE 0.25' (MIN.) SWALE X -SECTION AT ROCK CHECK DMA 1.0' MIN. .00 o FLOW r: • l:'k KEY ROCK INTO SWALE MIN. 0.25' 5' 1 1 0 0 ROCK DAM X -SECTION ROCK CHECK DAM DETAILS 1'. SUMP BEHIND ROCK CHECK DAM SHALL BE INSPECTED DAILY, AND CLEANED WHEN COLLECTED DEBRIS EXCEEDS 1/2 OF ITS DEPTH NOTE: ROCK SHALL BE 4" MINUS QUARRY ROCK. NOT TO SCALE 1 3.5' - 5' FLAT BOTTOM 1' MIN 1' MIN OVERFLOW rE IH III RIP RAP 3/4"-1 1/2" WASHED GRAVEL 2"-4" ROCK GEOTEXTILE NOTE: TRAP MAY BE FORMED BY BERM OR BY PARTIAL EXCAVATION CROSS SECTION 6' MIN 1' MIN DEPTH OVERFLOW SPILLWAY DISCHARGE TO STABILIZED CONVEYANCE, OUTLET OR LEVEL SPREADER NATIVE SOIL OR COMPACTED BACKFILL GEOTEXTILE TRAP OUTLET MIN 1' DEPTH 2"-4" ROCK MIN 1' DEPTH 3/4"-1.5" WASHED GRAVEL MAINTENANCE STANDARDS 1. SEDIMENT SHALL BE REMOVED FROM THE TRAP WHEN FT REACHES 1 FOOT IN DEPTH 2. ANY DAMAGE TO THE 'TRAP EMBANKMENTS OR SLOPES SHALL BE REPAIRED SEDIMENT TRAPOUTLET DETAIL NOT TO SCALE FILTER FABRIC FENCE INSTALLATION NOTES 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST ID ALLOW THE FILTER FABRIC TO BE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSE POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING. 7. THE TRENCH SHALL BE BACKFILLED WITH 3/4 -INCH MINIMUM DIAMETER WASHED GRAVEL 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2"x2"x14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC IS USED FILTER FABRIC MATERIAL MIN. 4"x4" TRENCH BACKFILL TRENCH WITH NATIVE.: SOIL OR 3/4" - 1.5" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS,; REBAR, OR EQUIVALENT JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTATCH FABRIC TO POST 2"x2"x14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC IS USED N III, -III ammo 'IIIII F-II'III �IIII TII II III�I-;II-III-III III-11HJ • MIN. 4"x4" TRENCH --�� 6' MAX (POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED) 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTE: FILTER FABRIC FENCES SHALL BE INSTAIIFD ALONG CONTOUR WHENEVER POSSIBLE 11 u FILTER FABRIC FENCE NOT TO SCALE �C� 1300 DLf 41 REVISED PER CITY REVIEW REVISED RETAINING WALL REVISED WATER CONNECTION PER CUENT REVIEW REVISED PER CUENT REVIEW 0 co t 0 U 0 0 m 1 2 a 0 v 0 z z 0 w 2 0 w O cn O cc w cc cc 0 0 CONTROL NOTES AND DETAILS cc 0 LL NORMED WAREHOUSE REVISED PER CITY REVIEW. REVISED PER CITY REVIEW. ROADWAY FRONTAGE IMPROVEMENTS PER CITY REVIEW a iL NORMED DEVELOPMENT PO BOX 3644 co N o N N RECEIVED CITY OF TUKWILA FE8 0 2 %('•! 1h PERMIT CENT r, EXPIRES 9/23/05 0 0 -172 N 0 0 1 z 0 x 0) E 0 . CO 0 v m o ac o a U 4 Date 10/13/04 z6719—b,dan—b, 0) R (0 SWALE SLOPE CHECK DAM SPACING 0% - 5% 150 5% - 10% 100` > 10% 50' 3' 3' SWALE FLOWLINE ROCK CHECK DAM 0.5', MIN. KEY ROCK INTO SWALE 0.25' (MIN.) SWALE X -SECTION AT ROCK CHECK DMA 1.0' MIN. .00 o FLOW r: • l:'k KEY ROCK INTO SWALE MIN. 0.25' 5' 1 1 0 0 ROCK DAM X -SECTION ROCK CHECK DAM DETAILS 1'. SUMP BEHIND ROCK CHECK DAM SHALL BE INSPECTED DAILY, AND CLEANED WHEN COLLECTED DEBRIS EXCEEDS 1/2 OF ITS DEPTH NOTE: ROCK SHALL BE 4" MINUS QUARRY ROCK. NOT TO SCALE 1 3.5' - 5' FLAT BOTTOM 1' MIN 1' MIN OVERFLOW rE IH III RIP RAP 3/4"-1 1/2" WASHED GRAVEL 2"-4" ROCK GEOTEXTILE NOTE: TRAP MAY BE FORMED BY BERM OR BY PARTIAL EXCAVATION CROSS SECTION 6' MIN 1' MIN DEPTH OVERFLOW SPILLWAY DISCHARGE TO STABILIZED CONVEYANCE, OUTLET OR LEVEL SPREADER NATIVE SOIL OR COMPACTED BACKFILL GEOTEXTILE TRAP OUTLET MIN 1' DEPTH 2"-4" ROCK MIN 1' DEPTH 3/4"-1.5" WASHED GRAVEL MAINTENANCE STANDARDS 1. SEDIMENT SHALL BE REMOVED FROM THE TRAP WHEN FT REACHES 1 FOOT IN DEPTH 2. ANY DAMAGE TO THE 'TRAP EMBANKMENTS OR SLOPES SHALL BE REPAIRED SEDIMENT TRAPOUTLET DETAIL NOT TO SCALE FILTER FABRIC FENCE INSTALLATION NOTES 1. THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 2. THE FILTER FABRIC FENCE SHALL BE INSTALLED TO FOLLOW THE CONTOURS (WHERE FEASIBLE). THE FENCE POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30 INCHES). 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY 8 INCHES WIDE AND 12 INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST ID ALLOW THE FILTER FABRIC TO BE BURIED. 4. WHEN STANDARD STRENGTH FILTER FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5. THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND 20 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6. WHEN EXTRA STRENGTH FILTER FABRIC AND CLOSE POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF STANDARD NOTE 5 APPLYING. 7. THE TRENCH SHALL BE BACKFILLED WITH 3/4 -INCH MINIMUM DIAMETER WASHED GRAVEL 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 9. FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY. 2"x2"x14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC IS USED FILTER FABRIC MATERIAL MIN. 4"x4" TRENCH BACKFILL TRENCH WITH NATIVE.: SOIL OR 3/4" - 1.5" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS,; REBAR, OR EQUIVALENT JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTATCH FABRIC TO POST 2"x2"x14 GA. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC IS USED N III, -III ammo 'IIIII F-II'III �IIII TII II III�I-;II-III-III III-11HJ • MIN. 4"x4" TRENCH --�� 6' MAX (POST SPACING MAY BE INCREASED TO 8' IF WIRE BACKING IS USED) 2"x4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT NOTE: FILTER FABRIC FENCES SHALL BE INSTAIIFD ALONG CONTOUR WHENEVER POSSIBLE 11 u FILTER FABRIC FENCE NOT TO SCALE �C� 1300 DLf 41 REVISED PER CITY REVIEW REVISED RETAINING WALL REVISED WATER CONNECTION PER CUENT REVIEW REVISED PER CUENT REVIEW 0 co t 0 U 0 0 m 1 2 a 0 v 0 z z 0 w 2 0 w O cn O cc w cc cc 0 0 CONTROL NOTES AND DETAILS cc 0 LL NORMED WAREHOUSE REVISED PER CITY REVIEW. REVISED PER CITY REVIEW. ROADWAY FRONTAGE IMPROVEMENTS PER CITY REVIEW a iL NORMED DEVELOPMENT PO BOX 3644 co N o N N RECEIVED CITY OF TUKWILA FE8 0 2 %('•! 1h PERMIT CENT r, EXPIRES 9/23/05 0 0 -172 N 0 0 1 z 0 x 0) E 0 . CO 0 v m o ac o a U 4 Date 10/13/04 z6719—b,dan—b, 0) R (0 6" RISER SECTION 12" RISER SECTION PRECAST BASE SECTION (MEASUREMENT AT TOP OF THE BASE)• NOTES: 1. MAXIMUM DEPTH FROM FINISHED GRADE TO PIPE INVERT SHALL BE 5'-0°. 2. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 1991) & ASTM C 890 UNLESS OTHERWISE SHOWN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. 3. REBAR WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497 (AASHTO M 221). DO NOT PLACE WIRE FABRIC IN THE KNOCKOUTS. 4. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMI !ER OF 20°. KNOCKOUTS MAY BE EITHER ROUND OR 'D' SHAPE. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. 6. KNOCKOUT OF CUTOUT HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2" PER FOOT. 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR -F-6210. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT. 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 10. VANED GRATE, REFER TO DS -06. 11. REFER TO DS -06 FOR CATCH BASIN MARKINGS. • NOT TO SCALE City of % Tukwila CATCH BASIN TYPE 1 SHEET. DS -01 REVISION 41: 08.03 APPROVAL- B. SHELTON 1 4• MIN. TO 16'MAX. FRAME AND GRATE OR RING AND COVER RISER OR ADJUSTMENT SECTION HANDHOLDS FRONT SLAB COVER STEPS AND LADDER '8' (12 MAIC MORTAR FILLET 4E• DIA•6' 54" DR -8' (VARIES) 60' DIAS CAST IN PLACE. PRECAST IN. 'FOR SEPARATE CAST IN PLACE 'O' RING PRECAST BASE JOINT DETAIL REINFORCING STEEL (FOR PRECAST SASE WITH INTEGRAL RISER) 0.1S SQ IN/FT IN EACH DIRECTION FOR 43' 0.19 SQ INPT IN EACH DIRECTION FOR 54" 025 SQ IN/FT W EACH DIRECTION FOR 60' PRECAST BASE WITH INTEGRAL RISER T-,1,:,,•y�-.may; t GRAVEL BACKFILL FOR PPE BEGGING. -... 1' 6' MIN. COMPACTED DEPTH. FOR PRECAST BASES ONLY. SEPARATE CAST IN PLACE OR SEPARATE PRECAST BASE REINFORCING STEEL (FOR SEPARATE BASE ONLY) 023 SQ INJFT IN EACH DIRECTION FOR 48" 0.19 SO IN/PT IN EACH DIRECTION FOR Sr 0.25 SO IN/FT IN EACH DIRECTION FOR 60 - NOTES: 1. HANDHOLDS IN RISER OR ADJUSTMENT SECTION SHALL HAVE 3" MIN. CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6° MIN. CLEARANCE. NO STEPS ARE REQUIRED WHEN °B" IS 4' OR LESS. REFER TO DS -10C AND DS -11 FOR STEPS AND LADDERS. 2. PRECAST BASES SHALL HAVE CUTOUTS OR KNOCKOUTS WITH A WALL THICKNESS OF 2° MIN. HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAXIMUM HOLE SIZE IN 36" FOR 48" CATCH BASIN, 42" FOR 54" CATCH BASIN, AND 48' FOR 60" CATCH BASIN. MINIMUM DISTANCE BETWEEN HOLES IS 8". 3. ALL BASE REINFORCING STEEL SHALL BE PLACED IN THE TOP HALF OF THE BASE, 1" MIN. CLEARANCE. 4. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE ROUNDED. 5. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 6. LOCATE STEPS AND LADDERS AWAY FROM OPENINGS AND CENTERED OVER THE MANHOLE. REFER TO DS -06 FOR VANED GRATE AND CATCH BASIN MARKINGS. NOT TO SCALE • • City of Tukwila CATCH BASIN TYPE 2 (48"154"760") SHEET: DS -02 REVISION 41: 08.03 APPROVAL_ B. SHELTON CONSTRUCTION NOTES AND DETAILS Bt_ LEVELING PADS 8 PADS 1-1TI x 3M• x Ma" Lk 1 i BRING TO BE RECESSED 1/18• A irTEC 1111111 CECEararZ A- TOP VIEW 1 SEE SECTION CL e _.J 1-51S" 1-5)8' 1-58' 3/8 SECTION A -A SEE SLOT DETAIL SLOT DETAIL LOCKING LID 24" SECTION B -B NOTES: 1. WELDING 15 NOT PERMITTED. 2. DIMENSIONS SHALL HAVE A±1/16° TOLERANCE. 3. EDGES SHALL HAVE 1/8" RADIUS AND 1/8" CHAMFER OR COMPLETE DEBURRING. 4. THE NAME OF THE MANUFACTURER AND DIRECTION OF FLOW SHALL BE EMBOSSED ON THE TOP SURFACE OF EACH GRATE. LETTERING TO BE RECESSED 1116°. 5. EMBOSS GRATE WITH MATERIAL TYPE, DI (FOR DUCTILE IRON) OR CS (FOR CAST STEEL), NEAR THE NAME OF THE MANUFACTURER. 6. THERMOPLASTIC CATCH BASIN MARKING TO BE INSTALLED WITH ALL NEW OR ADJUSTED CATCH BASINS, EXCEPT THOSE WITH SOLID LIDS. 7. PLACE CATCH BASIN MARKING, "OUTFALL TO STREAM, DUMP NO POLLUTANTS', ON THE SURFACE OF EACH GRATE, PREFERABLY LOCATED IN THE BORDER AREA 8. LOCKING LID REQUIRED WHEN NOT INSTALLED IN A CITY STREET. VANE DETAIL SECTION C -C ZLIMAR INDUSTRIES HOT TAPE #895450 OR APPROVED EQUAL NO DUMPING! DRAINS TO STREAM z6 - J 5. 1 CATCH BASIN MARKING • NOT TO SCALE • City of Tukwila CATCH BASIN & INLET VANED GRATE SHEET: DS -06 REVISION e1: 08.03 APPROVAL: B. SHELTON i RAIL 9/16" ROUND BAR RUNG 1/2" GRADE 60 POLYPROPYLENE HANGING LADDER NOTES: 1. POLYPROPYLENE ASTM D4101 2. 1/2" GRADE 60 REINFORCING BAR M15 3. 9/16" COLD DRAWN BAR C1018 4. PATENT PENDING - LANE POLY STEPS 5. 3/8" DIA. BOLT 316-53, 3-1/2" LONG 6. 316 -SS TYP AT LADDER MOUNTS 6. REFER TO DS -10C FOR STEP DETAIL • NOT TO SCALE • City of Tukwila MANHOLE LADDER SHEET: DS -11 REVISION 41: 08.03 APPRovAL: B. SHELTON i RIGID PIPE SUBGRADE ELEVATION PIPE BEDDING PPE AS SPECIFIED ON PLAN OR SPECS. (Di., CONC.) 1 FLEXIBLE PIPE (CPEP CMP, PVC) 24' MIN. DIA BACKFILL NOTES: 1. IN PAVED AREAS AND RIGHTS-OF-WAY, BACKFILL WITH %' MINUS CRUSHED ROCK TOP COURSE, COMPACTED IN MAXIMUM 6" LIFTS, TO 90 % MODIFIED PROCTOR PER ASTM D-1557. 2. IN UNPAVED AREAS BACKFILL WITH NATIVE MATERIALS OR GRAVEL AND COMPACT IN MAXIMUM 12" LIFTS TO 90% PER ASTM D-1557. 3. NATIVE BACKFILL MATERIAL AT UNPAVED AREAS SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1° WITHIN 6' OF THE PIPE EXTERIOR. 4, COMPACT PIPE 5e" CRUSHED ROCK BEDDING TO 90 % MODIFED PROCTOR PER ASTM D-1557, • NOT TO SCALE • City of Tukwila TRENCH BEDDING AND BACKFILL SHEET: DS -14A REVISION Tit: 08.03 APPROVAL: B.SHELTON • RIGID PIPE FLEXIBLE PIPE (D.I., CONC.) EXISTING STRUCTURAL SECTION PROVIDE NEAT, STRAIGHT UNE WHERE MATCHING EXISTING PAVEMENT, TACK AND SEAL EDGES (CPEP, CMP, PVC) 4' MIN. OR MATCH EXIST/NG, WHICHEVER IS GREATER, COMPACTED THICKNESS ASPHALT CONCRETE PAVEMENT - CLASS 8' BACKFILL 24" MIN. DEPTH FOR WATER LINES 4 4 6" e . PIPE BEDDING PER WSDOT 9-03.16 05% COMPACTION 4e a PIPE AS SPECIFIED ON PLAN OR SPECS. 4• . • - ue • 4 -4. I d. -e .1 i e w -11=1-�ii i " 71 °"ILu71. L" i aregI. - .117:4 IgII.o' '-II"-FlI-ItIiF1t- - 1.5X10.+18 24' MIN. DIA. 4" NOTES: 1. IN PAVED AREAS AND RIGHTS -OF WAY, BACKFILL WITH 5/8° MINUS CRUSHED ROCK TOP COURSE, COMPACTED IN MAXIMUM 6" LIFTS, TO 90 % MODIFIED PROCTOR PER ASTM D-1557. 2. IN UNPAVED AREAS BACKFILL WITH NATIVE MATERIALS OR GRAVEL AND COMPACT IN MAXIMUM 12" LIFTS TO 90% PER ASTM D-1557. 3. NATIVE BACKFILL MATERIAL AT UNPAVED AREAS SHALL NOT HAVE PARTICLE SIZE GREATER THAN 1" WITHIN 6" OF THE PIPE EXTERIOR_ 4. COMPACT PIPE %" CRUSHED ROCK BEDDING TO 90 % MODIFED PROCTOR PER ASTM D-1557. 5. WRAP FITTING IN PLASTIC BEFORE USING CONTROLLED DENSITY FILL (CDF). NOT TO SCALE . • etr 914 City of Tukwila TRENCH BEDDING AND BACKFILL • PAVEMENT RESTORATION SHEET: DS -14B REVISION x1: 08.03 APPROVAL: B. SHELTON ASPHALT CONCRETE OR BITUMINOUS PLAIT MIX REPLACEMENT PATCH CVT WITH PNEUMATIC PAVEMENT CUTTER EXISTING ASPHALT PAVEMENT \r•terv' CONCRETE 150% OF EXISTING DEPTH SAW CVT EXISTING CONCRETE PAVEMEN1 EXTRA RIGID BASE 6!6' MINUS COMPACTED CRUSHED ROCK UNLESS OTHERWISE ORDERED BY THE CITY SAW CUT EXISTING OIL MAT DEPTH DE:raMINED SY CITY TYPICAL PATCH FOR RIGID PAVEMENT Sr MINUS COMPACTED CRUSHED ROCK UM FSS OTHERWISE ORDERED BY THE CITY ASPHALT CONCRETE OR BITUMINOUS PLAIT MIX REPLACEMENT PATCH SAW CUT 150% OF EJGSTD,G DEPTH EXISTING ASPHALT PAVEMENT �i�i�i�i�i!��i�i!�!i�i�i�i! ' �' ,,, ��i 518" MINUS COMPACTED CRUSIRF� ROCK UNLESS OTHERWISE ORDERED BY iH6 cite NOTES: TYPICAL PATCH FOR FLEXIBLE PAVEMENT SB" MINUS COMPACTED CRASHED ROCK UNLESS OTHERWISE ORDERED BY THE CfTY 1. ALL WORK TO CONFORM TO TFE CURRENT WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION. 2. A MINIMUM OF A ONE YEAR GUARANTEE IS REQUIRED ON ALL PAVEMENT PATCHING AND OVERLAYS. 3. CONTROLLED DENSITY FILL IN 'LACE OF CRUSHED ROCK MATERIAL MAY BE REQUIRED IN CASES OF RECENT PAVEMENT OVERLAY, OR AS DIRECTED BY CITY ENGINEER. . NOT TO SCALE • City of Tukwila PAVEMENT RESTORATION SHEET: RS -03 REVISION Al: 08.03 APPROVAL B. SHELTON FRAME AND LADDER OR STEPS OFFSET (SEE PLAN VIEW) RIM=14.0 OVERFLOW ELEVATION=11.5 IRON LADDER 4 1/2" ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS. A CO r =14 424 CLR. (SEE STANDARD PLAN) r MIN. �1 4* --1 2" SD MH #5 IE=9.64 MH #6 IE=8.5 6" MIN. 12" RISER OPEN 0 i REVISED PER CITY REVIEW REVISED RETAINING WALL REVISED WATER CONNECTION PER CUENT REVIEW REVISED PER CUENT REVIEW O 0, 0. a v s 0 0 J m O 1 3 1 3 .2 0 0 v M • O z z 4. 0 D O F z O, 'a^^ Z V/ 0 uJ O z NORMED WAREHOUSE 0 0 w ROADWAY FRONTAGE IMPROVEMENTS PER CITY REVIEW 8 �•I `LI n LD In N W 04 z � M 0 c W ('j O0 00 DC CO e ? N C) �Qr. N cc W z OD 3" X 0.90 GAGE SUPPORT BRACKET ANCHORED TO CONCRETE WALL (TYP) ?" 4 4 MH #5 AND MH #6 TYPE 11-54" OIL/WATER SEPARATOR MH #5 IE=9.64 MH #6 IE=8.5 COD:socarkovne NOT TO SCALE OLk-1415- CALL BEFORE YOU DIG 1-800-424-5555 RECEIVED CITY OF TUKWILA 1 LL) U L LLI(,IU ,o 0 N 0 0 x z 0 s 1n 0 0 t z 0) U) Designed PRA/JJ 0 01 m 0 0 ID n ID 01. O m G. U < Dote 10/13/04 D 0 Lz.1 LLJ 0 N N tf) t•-• 04 CO N CO N CO LC) N N LIJ 'It •0moi EXPIRES 9/23/05 Job Number 0) y 0) 0 U PAVEMENT PATCHING (SEE RS -03) NOTE: TOP OF TRENCH 1.3 X'DEPTH' (MAX. WIDTH) BACKFILL MIN. 3'&MARS BEDDING OU BOTTOM OF TRENCH 12" MIN. PIPE OUTER DIA. e MIN. 1. ALL BACKFILL SHALL BE 518" CRUSHED ROCK COMPACTED TO 90 % MODIFIED PROCTOR PTIMUM DENSITY. 2. REFER TO RS -03 FOR PAVEMENT PATCHING. 3. PAVED AREAS: BACKFILL WITH CRUSHED ROCK. 4. UNPAVED AREAS: BACKFILL WITH NATIVE MATERIAL OR CRUSHED ROCK. NOT TO SCALE City? of Tukwila TRENCH BEDDING AND BACKFILL SHEET: WS -18 REVISION S1: 08.03 APPROVAL' B. SHELTON I NOTES: 1. RUBBER GASKET & GROUT AT ALL JOINTS. GROUT ALL LIFTING EYE HOLES. 2. STEPS SHALL BE LANE #P-13938. REFER TO SS -13 FOR STEP DETAIL NOTES: MH RING Z. COVER 24' MAX. 18- MAX B' MIN. TOW MAX PRECAST CONCRETE RINGS PRECAST CONE SECTION CONSTRUCT CHANNEL & SHELF IN FIELD. SMOOTH FINISH WITH CLASS 3000 CONCRETE. (OPTION: PRE -FABRICATED PVC/FIBERGLASS CHANNEL) 17 TIP. ACCESS DETAIL STEP INSIDE DROP (MIN. 0.1' MAX. 1.5) CRUSHED ROCK 17 MIN. PRECAST BASE CHANNELIZATION • NOT TV SCALE City of Tukwila MANHOLE ACCESS AND CHANNELIZATION SHEET: SS -08 REVISION 41: 08.03 APPROVAL: B. SHELTON CONSTRUCTION NOTES AND DETAILS INTEGRAL NON -$)CD PATTERN TO BE CAST ON TOP OF COVER. PLAN COVER I////////rllt'!'/�7'Il�/ �i L 3)8' 8 WEBS, 712' THICK PLAN FRAME -vr 1' 274' MACHINE GROUND SEAT. SECTION A -A J I MINIMUM WEIGHT 150 LBS S 1' i CAST IRON LOCKING COVER 6 i-� 28.717 24" NOTES: rnecmmcmwrmsur�"�� MACHINE GROUND SEAT 34' SECTIONS -13 CAST IRON FRAME MINIMUM WEIGHT 210 LBS 1. FRAME TO BE GROUTED 2. OFC MH30 DIT, IFCO 825 OR APPROVED EQUAL 3. LOCK COVER WITH THREE 112" BOLTS AND PROVIDE A PICK HOLE. 4. COVER SHALL HAVE THE WORD "SEWER" IN 2" RAISED LETTERS WHEN USED IN CONNECTION WITH SANITARY SEWER INSTALLATIONS. NOT TO SCALE • `�ti• % City of Tukwila MANHOLE 24" FRAME WITH COVER SHEET: SS -11 REVISION Al: 08.03 APPRovAL: B. SHELTON RAIL 9/16" ROUND BAR RUNG 1/2" GRADE 60 POLYPROPYLENE HANGING LADDER NOTES: 1. POLYPROPYLENE ASTM D4101 2. 1/2" GRADE 60 REINFORCING BAR A615 a 9116" COLD DRAWN BAR C1018 4. PATENT PENDING - LANE POLY STEPS 5. 3/8" DIA. BOLT 316-55, 3-1/2" LONG 6. 316 -SS TYP AT LADDER MOUNTS 6. REFER TO DS -10C FOR STEP DETAIL NOT TO SCALE • City of Tukwila MANHOLE LADDER SHEET: SS -12 REVISION 01: 08.03 APPROVAL: E. SHELTON 13° CC 1-3/16" RED REFLECTORS 9-3/8" 6" NOTES: 1. LANE P-13938 OR APPROVED EQUAL 14-114° PLAN 1-0i IISI 044. Asir i. - ie p1IAS.t -�S:Is, � ;I W I I•A Wes •411.44.01441 4100 CUT OUT 1/2" GRADE 60 STEEL REINFORCING BAR 1 HOT TO SCALE City of Tukwila MANHOLE POLYPROPYLENE SAFETY STEP SHEET: SS -13 REVISION u1: 08.03 APPROVAL: B. SHELTON L r4Ax 8" 4" MIN. TOl 1E"MAX. A-1114 OP- 20" X 24' OR 24' DIAMETER 48'. 54' OR 8D' FRAME AND GRATE OR RING AND COVER RISER OR ADJUSTMENT SECTION HANDHOLDS FRONT SLAB COVER s 1'(17 MAX) L- +;n r MORTAR FILLET 46'DIA-6e CAST IN PLACE ' PRECAST 7 MIN. • ol 54' DIA -8 (VARIES) 60' DIAB 'FOR SEPARATE CAST IN PLACE '0" RING PRECAST BASE JOINT DETAIL STEPS AND LADDER iA'":" PRECAST BASE wr H INTEGRAL RISER GRAVEL BACKFILL FOR PIPE BETIDING. REINFORCING STEEL (FOR PRECAST SASE WITH INTEGRALRISER) 015 SO IN/FT IN EACH DIRECTION FOR 45- 0.10 SO IN/FT IN EACH DIRECTION FOR 54' 0.25 SQ IN/FT IN EACH DIRECTION FOR 60' 1' Le_ se MIN. COMPACTED DEPTH. FOR PRECAST BASES ONLY. SEPARATE CAST IN PLACE OR SEPARATE PRECAST BASE REINFORCING STEEL (FOR SEPARATE BASE ONLY) 0.23 SQ IN/FT IN EACH DIRECTION FOR 43' 0.19 SO IN/FT IN EACH DIRECTION FOR 54" 0.25 SQ IN/FT IN EACH DIRECTION FOR 60' NOTES: 1. HANDHOLDS IN RISER OR ADJUSTMENT SECTION SHALL HAVE 3" MIN. CLEARANCE. STEPS IN CATCH BASIN SHALL HAVE 6" MIN. CLEARANCE. NO STEPS ARE REQUIRED WHEN "0" IS 4' OR LESS. REFER TO DS -10C AND DS=11 FOR STEPS AND LADDERS. 2. PRECAST BASES SHALL HAVE CUTOUTS OR KNOCKOUTS WITH A WALL THICKNESS OF 2" MIN. HOLE SIZE SHALL BE EQUAL TO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. MAXIMUM HOLE SIZE IN 36" FOR 48" CATCH BASIN, 42" FOR 54" CATCH BASIN, AND 48" FOR 60" CATCH BASIN. MINIMUM DISTANCE BETWEEN HOLES IS 8". 3. ALL BASE REINFORCING STEEL SHALL BE PLACED IN THE TOP HALF OF THE BASE, 1" MIN. CLEARANCE. 4. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE ROUNDED. 5. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 6. LOCATE STEPS AND LADDERS AWAY FROM OPENINGS AND CENTERED OVER THE MANHOLE. REFER TO DS -06 FOR VANED GRATE AND CATCH BASIN MARKINGS. NOT TO SCALE City of Tukwila CATCH BASIN TYPE 2 (48"154'760") SHEET: DS -02 REVISION S7: 08.03 APPROVAL B. SHELTON 6" RISER SECTION 12" RISER SECTION PRECAST BASE SECTION (MEASUREMENT AT TOP OF THE BASE) NOTES: 1. MAXIMUM DEPTH FROM FINISHED GRADE TO PIPE INVERT SHALL BE 5'-0". 2. CATCH BASINS TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C 478 (AASHTO M 1991) & ASTM C 890 UNLESS OTHERWISE SHOVVN ON PLANS OR NOTED IN THE STANDARD SPECIFICATIONS. - 3. REBAR WELDED WIRE FABRIC HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. WELDED WIRE FABRIC SHALL COMPLY TO ASTM A 497 (AASHTO M 221). DO NOT PLACE WIRE FABRIC IN THE KNOCKOUTS. 4. THE BOTTOM OF THE PRECAST BASE SECTION MAY BE ROUNDED. PRECAST BASES SHALL BE FURNISHED WITH CUTOUTS OR KNOCKOUTS. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2° MINIMUM. 5. KNOCKOUTS MAY BE ON ALL 4 SIDES WITH MAXIMUM DIAMETER OF 20". KNOCKOUTS MAY BE EITHER ROUND OR 'D' SHAPE. PIPE TO BE INSTALLED IN FACTORY SUPPLIED KNOCKOUTS. 6. KNOCKOUT OF CUTOUT HOLE SIZE SHALL BE EQUALTO PIPE OUTER DIAMETER PLUS CATCH BASIN WALL THICKNESS. 7. THE TAPER ON THE SIDES OF THE PRECAST BASE SECTION AND RISER SECTION SHALL NOT EXCEED 1/2" PER FOOT. 8. CATCH BASIN FRAME AND GRATE SHALL BE IN ACCORDANCE WITH STANDARD SPECIFICATIONS AND MEET THE STRENGTH REQUIREMENTS OF FEDERAL SPECIFICATION RR -F -621D. MATING SURFACES SHALL BE FINISHED TO ASSURE NON -ROCKING FIT- 9. FRAME AND GRATE MAY BE INSTALLED WITH FLANGE DOWN OR CAST INTO RISER. 10. VANED GRATE, REFER TO DS -06. 11. REFER TO DS -06 FOR CATCH BASIN MARKINGS. • NOT TO SCALE • City of Tukwila CATCH BASIN TYPE 1 SHEET: DS -01 REVISION #l: 08.03 APPROVAL: B. SHELTON l REVISED RETAINING WALL CLIENT REVIEW REVISED WATER CONNECTION PE c O 5 5}m a 0 0 M fV J 0 I- P WQ D Q z c1) U Z co 0D cc <9 2 W O Q W tc 0 Z ' 1:..i ' 5;1 CALL BEFORE YOU DIG 1-800-424-5555 REVISED PER CITY REVISED PER CITY REVIEW. 0 0 0 Q NICD NORMED DEVELOPMENT PO BOX 3644 00 N C 113 0 RECVED CITY OF TUKWILA Ftd O L /. ,, PERMIT Ckty s 2 0 N 'C 0 s O O z yN 0 TJ c 0' 0) 0 0 c 0 0 O 0 m 1 as 0 0 O 0 1- 1- 0 w x Z IL. LLl L7aNcO N CO Z LO N N to CO EXPIRES 9/23/05 z6719—b,don—b, 09/09/2005 09:28 Scale: 1=10 myork Xre 9\engineering\6719—d2.dwg CURB MD GUTTER FINISHED PAVEMENT PROVIDE THRUST BLOCK MATCH MAIN DEPTH MIM3 AND MAX SC MECHANICAL JOINT MIN. 1 YARD ORAE ROCK CONCRETE BLOCKING ,' DIM. 1%1'XS' UNDISTURBED: SOIL E DIA. DUCTILE IRON PIPE SEE VALVE BOX DETAIL (WS -06) 6• RESIUAHT WEDGE GATE VALVE CAST IRCN,TEE (CEMENT LINED) -MJ X MJ x FL • -2-W4- ASPHALT COATED STEEL SHACKLE RODS FLANGE JOI UNDISTURBED SOIL NOTES: 1. REFER TO CHAPTER 7 OF THESE STANDARDS, 22, HYDRANTS EQUALTO MUELLER #A-423 OR CLOW MEDALLION W-2545, M & H 929. 3. HYDRANTS SHALL BE EOUIPPED WITH TWO 2-112' N.S.T. HOSE PORTS AND ONE 5" STORTZ PUMPER DISCHARGE PORT AND SHALL HAVE A 1-1/4" PENTAGON OPEN LIFT OPERATING NUT. HYDRANTS SHALL HAVE A G M.J. BOTTOM CONNECTION AND 5-1A4" MAIN VALVE OPENING, AND SHALL HAVE 18" ABOVE GRADE LEVEL TO THE CENTER OF THE PUMPER DISCHARGE PORT. 4. HYDRANTS SHALL CONFORM TO AW.WA SPECIFICATIONS C 502-54; SHALL BE COMPRESSION TYPE AND SHALL HAVE A TWO PIECE BREAKING FLANGE WITH BREAKING THIMBLE AT THE GROUND LINE OR STEM; SHALL HAVE A SELF -OILING DRY BONNET WITH FACTORY FILLED RESERVOIR HOLDING APPROXIMATELY B OUNCES OF OIL OIL RESERVOIR SHALL BE SO DESIGNED AS TO GIVE A COMPLETE LUBRICATION OF STEMS EACH TIME THE HYDRANT IS OPERATED. THE UPPER STEM SHALL HAVE A BRASS SLEEVE. 5. SHACKLE RODS SHALL BE ASPHALT -COATED STEEL OR CORTEN STEEL. 6. GREEN BONNETS SHALL BE FARWEST FOREST GREEN (#3523). 7. PRIVATE HYDRANTS HALL BE PAINTED WITH TWO COATS OF RUSTOLEUM 4659 YELLOWGLOSS OR FARWEST CASE YELLOW (# X472). 8. WHERE NO CURB AND GUTTER IS INSTALLED, FIRE HYDRANT SHALL BE LOCATED CLOSE TO THE PROPERTY UNE AND INSIDE THE RIGHT OF WAY OR EASEMENT. INSTALL BOLLARD GUARD POST PER WS -14. 9. HYDRANTS INSTAI 1 Fn, RELOCATED OR OTHERWISE WORKED UPON AS A RESULT or A PROJECT SHALL BE FRESHLY PAINTED. 10. HYDRANT SHALL NOT BE CLOSER THAN 4' TO ANY FIXED OBJECT, WITH THE EXCEPTION OF HYDRANT GUARD POSTS, PER TMC 1424.03. NOT TO SCALE • City of Tukwila FIRE HYDRANT ASSEMBLY AND SETTING SHEET: WS -13 REVISION #1: 08.03 LAST REVISION: 08.04 APPROVAL- B.SHELTON i MATERIAL LISTING: 1. 3/4' SHACKLE RODS WITH STAR BOLTS AND ASPHALT EMULSION COATING. 2. 4° MtN. D:1- CLASS 52 PIPE. 3. PRECAST CONCRETE VAULT WITH HINGED STEEL PLATE COVER, DIMENSION TO VARY WITH SIZE OF ASSEMBLY. 4. O.S.H.A. APPROVED LADDER IF OVER 30" DEEP. 5. PIPE SUPPORT STAND UNDER EACH CHECK VALVE. 6. COPPER OR BRONZE BYPASS WITH AN APPROVED DCVA AND 3(4" WATER Mt I EEC 7. APPROVED DCVA IN MAIN UNE WITH TWO RESILIENT SEATED SHUTOFF VALVES AND TEST COCKS. 8, 10', 8", 6' OR 4' COUPLING ADAPTER, FL. 9. 10', 8', 6' OR 4' FL'PE D -I. CLASS 52 PIPE LENGTH TO FIT. 10. GROUT INTERIOR AND EXTERIOR ALL AROUND PIPE USING NON -SHRINK GROUT. 11. 10', 8', 6' OR 4' GATE VALVE FL'MJ WITH POST INDICATOR VALVE 12. FLANGE TEE ASSEMBLY SIZED ACCORDINGLY. 13. FLANGED 90° BEND. 14. 4' OR 6" D.I. CLASS 52 PIPE FL'FL 15. 4" OR 6" 90' BEND FL., 16. 4° OR 6' D.I. CLASS 52 PIPE, FL'FL- 17, 6' 90° BEND, FL. 18. UL LISTED 6' STORTZ CONNECTION WITH 30' OR 459 ELBOW. 19. 6' D.I. CLASS 52 PIPE LENGTH AS REQUIRED FLANGE' THREADED P.E. 20. 6" 90° BEND FL 21. SWING TYPE GRAVITY OPERATED CHECK VALVE WITH BALL DRIP VALVE TO BE INSTALLED HORIZONTALLY. DETECTOR DOUBLE CHECK AND VAULT ASSEMBLY GENERAL NOTES: 1. BACKFLOW FREVENTORS SHALL BE APPROVED BY DEPARTMENT OF HEALTH. 2. SIZE VAULT BASED ON SIZE OF APPARATUS AND MEETING MINIMUM CLEARANCES. 3. A SEPARATE.DETAIL PLAN FOR VAULT INSTALLATION AND SPRINKLER UNE MUST BE SUBMITTED AND APPROVED BY THE F'RE MARSHALL PRIOR TO INSTALLATION. 4. MINIMUM APPARATUS SIZE SHALL 8E'4'. 5. VAULT SHALL BE SEALED TO PREVENT WATER LEAKAGE. 6. LADDERS SHALL. BE REQUIRED WHEN DEPTH FROM TOP OF LID TO FLOOR OF VAULT EXCEEDS 30". INSTALLATION OF ALL LADDERS SHALL BE IN COMPLIANCE 70 O.S.H.A 7. LOCATE VAULT 1N PLANTING AREA AND NOT IN PAVING AREA, UNLESS APPROVED BY THE ENGINEER 8. FITTINGS SHALL BE IN ACCORDANCE WITH ALL APPLICABLE REQUIREMENTS OF ANSI/AWWA C110LA21.10 AND CEMENT LINED (SEE APWA & AW WA). 9. PIPE SHALL BE DUCTILE IRON MEETING ANSI A21.51, CL52 & CEMENT UNED. 10. TEMPORARY SUPPORT SHALL BE PROVIDED UNDER VALVES AT THE TIME OF INSTALLATION. AFTER COMPLETE INSTALLATION INSTALL PERMANENT PIPE SUPPORT STAND. 11. PROVIDE BALL DRIP VALVES ON F.D.C. CHECK VALVE ASSEMBLY OR AT BOTTOM OF F.D.C. RISER. 12. FIRE DEPARTMENT CONNECTION TO BE PROVIDED wrn-i ONE (1) 5" STORTZ CONNECTIONS AND TWO 30° OR 45° ELBOWS. 13. ALL UNDERGROUND PIPING TO BE INSPECTED, FLUSHED, AND PRESSURE TESTED IN THE PRESENCE OF AN INSPECTOR PRIOR TO COVER AND CONNECTION TO THE OVERHEAD SYSTEM. 14. UPON INSTALLATION, BACKFLOW PREVENTION ASSEMBUES ARE TO BE TESTED BY A CERTIFIED TESTER AND ALL TEST -COCKS ARE TO BE PLUGGED Al- I tF( THE TEST. THEREAFTER, ANNUAL TESTS SHALL BE PERFORMED AT OWNER'S EXPENSE, AND COPIES OF TEST RESULTS SHALL BE PROVIDED. 15. CONCRETE VAULT SHALL HAVE ONE 4' X 4' OR TWO 3' X 3' STEEL HINGED DOORS. 15. BACKFLOW PREVENTION VALVES AND POST OR WALL INDICATING VALVES SHALL BE PROVIDED WITH UL CENTRAL STATION TAMPER SUPERVISION. NOT TO SCALE City of Tukwila CROSS CONNECTION CONTROL DETECTOR DOUBLE CHECK VALVE AND VAULT SHEET: WS -15 2 OF 2 REVISION #1; 08.03 LAST REVISION: 08.04 APPROVAL' B. SHELTON CONSTRUCTION NOTES AND DETAILS ROCK WALL PLANTINGS, OR OTHER SURFACE OBSTRUCTIONS MIN. AREA OF LEVEL GROUND SURFACE PLAN 4' MIN NOTES: GUARD POST ELEVATION 1. GUARD POST SHALL BE EITHER CONCRETE FILLED STEEL PIPE (MIN. 4" DIA.) OR CONCRETE POST (MIN. 8" DIA.). 2. POSTS SHALL BE AT LEAST 3 FEET FROM THE CENTER OF THE HYDRANT AND SHALL NOT BE IN DIRECT LINE WITH ANY DISCHARGE PORTS. 3. POSTS SHALL BE 6 FEET LONG; 3-1/2 FEET SHALL BE BURIED. 4. PAINTED FINISH SHALL BE FARWEST CASE YELLOW #3472. NOT TO SrAI F • City of Tukwila FIRE HYDRANT GUARD POST SHEET: WS -14 REVISION #1: 08.03 APPROVAL: B. SHELTON 5" STORTZ WITHIN 50' OF HYDRANT 12' MIN. PLAN VIEW 36"-46- 12 TO BUILDING 12'ME. 90• THREADED ELBOW DOWN ELBOW 30'-05' BEND COMPACTED FOUNDATION GRAVEL UNDER VAULT SIDE VIEW NOTES: 1. DESIGN FOR 4" THRU 10" DDCV. NOT TO SCALE City of Tukwila CROSS CONNECTION CONTROL DETECTOR DOUBLE CHECK VALVE & VAULT SHEET: WS -15 1 OF 2 REVISION #1: 08.03 APPROVAL: B. SHELTON REVISED PER CITY REVIEW REVISED RETAINING WAtl 0 O TSC L '0 U CD CD 5 5 m la t 0 0 O 'et M N 0 z V/ Z aC0 o 0 cc cc ° Q Z co (jj rCC O p Z Z �- Cf• ru ►9Tr CALL BEFORE YOU DIGS 1-800-424-5555 PER CITY REVIEW. REVISED PER CITY REVIEW. ROADWAY FRONTAGE IMPROVEMENTS PER CITY REVIEW 0 0 0 m rn N (0 In NORMED DEVELOPMENT PO BOX 3644 RECEIVED CITY OF TUKWILA FEH 0 2 2006 PERMIT CENT 0 0 eJ .0 c 0 cal 0 0 x z 0 O cn > Designed PRWJJ Approved DWI_ Dote t0/13/04 CU D g p g ZW t/') LJ Q co • N O▪ NO Za I I w Q '-- ,_ Z N N Z� in -.... W E LO LC) CV c‘j 00 w * t C2 EXPIRES 9/23/05 Job Number Lel rn U 0 0 v -C t N 0 N a) 4) 0 E 0 II 4) 0 0 U7 co m 0 0 0 0) 00 a> E a w 00 0 rn v NrnLO crir C a, 0) c rn N 0 0 00 0 43 ii VICINITY MAP N.T.S. zzz / / GRADING PLAN FOR WETLAND MITIGATION BY OTHERS A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 15, T. 23, R. 4E, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON Y h 4 5SHyCp.TmY_— a eavni `CSW2.vIX(y wzyasy ply Salitita ,vesr• xiLW. / =mo/gig vAirarflt„.nA GXS1ST:.R A'a , 4,s-1,n/so virtesanaimir • 1=30' 5 ; 30 60 NEI\\\�.\\\�\�������� / A. / ry • M y▪ • / ( NEW LDING/ / FF=15. _/ EXISTING BUILDING FF=15.25 / REVISED PER CIN REVIEW REVISED RETAINING WALL CONNECTION PER CLIENT REVIEW 0 z 0 O K { 0 v 5 g 6 O / , / / /// / 4, M a kY33'.L34p .amt i t�1 1' 33 / ,; / �. / y3 Y 3 ' / •• • 1•••• /• / / • / / / / / / rj0 / / EXISTING kGE / , / / , / / / _/ /' / 7�� / /://+////V�/ / / � / / / / /// ;I / // / .../�/ L ti , HABITAT CROSSING `•. • 1 1 l I 1 -�- , ,____________- -______c-______: -,;,::-_:-c.--%'-7=1-a—.4--st2eLLIL:t 2 - -��= ----- 3 75.1 so . , "0 ‘ 1 t%%\-14..°.•:' ?4—sle : \ \ 18r --- \.• \ . I% / ., ___ __ __= 7.53156aw T.W.: 34.0 ==_ _____ ___________ B.W.: 28.0 PROPOSED LOCK -BLOCK RETAINING WALL TREES TO BE REMOVED TREES TO BE SAVED FRONT OF WALL 3B 220.1 NEW 6' HIGH FENCE EXISTING TREES TO BE SAVED. TREES TO BE PROTECTED PER DETAIL ON SHEET 4 OF 5 WETLAND MITIGATION PLAN NOTES: 1. PRIOR TO EXCAVATION, CONTRACTOR SHALL DIG AND STORE EXISTING FLAGGED PLANS. PLANTS TO BE SALVAGED WILL BE FLAGGED BY THE PROJECT BIOLOGIST; PROVIDE THREE DAYS NOTICE PRIOR TO BEGINNING EXCAVATION. CONTRACTOR IS RESPONSIBLE FOR STORING AND WATERING THE SALVAGED PANTS UNTIL THEY ARE REPLANTED. 2. THE TOP 12. OF SOIL IN THE EXISTING WETLAND AREA SHALL BE REMOVED AND DISPOSED OFF-SITE PER THE EXCAVATION NOTES 1 THROUGH 4 ON SHEET 3. 3. THE RETAINING WALLS ARE PERMITTED UNDER CTTY NUMBER D05-01 6 AND ARE INCLUDED HERE AS REFERENCE. PROPOSED ;LOCK -BLOCK \RETAINING WALL FRONT OF T.W.: 28.0 WALL B.W.: CADAM COAD_ EXISTING TREES TO BE SAVED. TREES TO PROTECTED PER DETAIL ON SHEET 4 OF 5 WETLAND MRIGATION PLAN 115.08 / / i// 41 I / // `\ / /� Ir / /P r �" / 3 ` I °i I / J / ,lV PROPO /INyaral ^�� ° �OC OCK ▪ p PI ▪ 31 / ° )r I JIB -6 0 B.W.: 21.0 / 296.13 ��-- - = _ --------- NEW 6' HIGH. FENCE ---------------------------`- _ 61 --- - ----- - PROPOSED �� [ 11 FAV. '3a.0 T.W.: 26.0 LOCK -BLOCK - �_` l B.W.: 22 0 RETIC II B.W.: 24.0-•— fr otf-i -2P WETLAND MMGATION/FILL SUMMARY 1) WETLAND FILL AREA = 32,204 SF 2) WETLAND CREATION AREA = 32,490 SF / C°�MP �NCE ���t��w'�111� FEB 1 /3 `,I}uo CALL BEFORE YOU DIG 1-800-424-5555 r 0 0 6 3 0 Z ROADWAY FRONTAGE IMPROVEMENTS PER CIN REVIEW 0 0 8 177 OS m t0 NORMED DEVELOPMENT PO BOX 3644 CITYIVED OFT TUKWILA FEI3 02 [LIl3 PERMIT CEN 0 V N c C M N 2 jz •0 2 Date 10/13/04 co co 1 1• r 13 Cri N Z N N r Y u .w 0 U Z Q. J La Z W 3� coo z W 5 2 2 U Vl EXPIRES 9/23/05 Job Number O O 6 35 25 EO.P. E:O.P.-. WETLAND MITIGATION GRADING CROSS SECTIONS .. n .. 6; FENCE -Cry)..) • ]I� PROPOSED LOCK -BLOCK RETAINING WALL i .. £ 20 3 .... 15 10 ELEV:=21:O EXISTING BUILDING ....... ; .... f ELNri/�•12.0 £ • 1 w 40 35 30 25 20 15 10 SECTION A—A (LOOKING WEST) SCALE: 1 "=20' HORIZONTAL — 1 "=5' VERTICAL E.O.P. o Q E.O.P. 40 45 35 40 30 25 30 20 25 15 20 10 15 E.O.P.- .... :O.P. ....... 45 R.O.W. ......•• •;• ........ SIGNIFICANT -TREES: (S) .. I.. • • • , . • (BEGINNING :±12: FROM PROP.ERN. UNE AND ENDING ±49'- FROM. PROPERTY' LINE . i ....... i ........ B.EV:s24• a .. ...... ; i ........ 40 05 PROPOSED: GRADE :0 :SECTION EXISTING 10 - -1• ;•. . . . . . .• i i• 5 , rii/4,./ hili .\ ... f R .. . ELEV.=12:0 .......• •• ELEV. 12.0 � G C II I I E' GRADE -0 SECTION $ATCH.. EXISTING 0 -EL. --12.0 PROPOSED ASPHALT. PAVING ELEVATION. IS' APPROXIMATE) 25 20 HANDRAIL :(rYP.) ROPOSED STORM- VAULT AND RETAINING WALL • (ELEVATION-15APPROXIMATE) SECTION C—C (LOOKING WEST) SCALE: 1 "=20' HORIZONTAL — 1 "=5' VERTICAL 40 45 F 30 2 PROPOSED • LACK -BLOCK RETAINING WALL EXISTING " BUILDING EXISTING GRADE 0- SECTION ELEV.=-15.5 3121TrIl,r; EDGE• 0 EXISTING PAVING PROPOSED GRAQE: O: SECTION Irl=E I �I Lir�l l 7 i y 241.11AX. SECTION B—B (LOOKING WEST) SCALE: 1 "=20' HORIZONTAL — 1 "=5' VERTICAL 35 25 30 NOTE: RETAINING WALLS ARE PERMITTED UNDER CIN NUMBER D05-016 AND ARE SHOWN HERE FOR REFERENCE ONLY. PROPOSED 'E ....•.. • i ...... i ........ i• ........ ... ........i i 45 °40 LOCK -BLOCK.; RETAINING WALL 20 25 ELEV.=30.5 PROPOSED GRADE. 0. SECTION 15 20........: 10 15 10 5 rnr�- . ' II— 11- 35 .•-•..... 31 EXISTING:GRADE 0: SECTION MATCH :DUSTING :a EL: 12.0 111 a—u -�J i I— n-1 1 I!1— 1 1— i r—r I I17—I II- II I -TI —1 11— I1— Nr -i. 1=1-- Jll�1�7--TI-i7{IIf I IIT E 25 15 10 0 0 z 6 REVISED WATER CONNECTION PER CLIENT REVIEW `0 0 0 0 S m tI 8 csi m a 0° n 0 z 1- NORMED WAREHOUSE —en -v -10W FOIE C®DEco a®toran 20 FEB 137-11) 15 10 £ SECTION D—D (LOOKING WEST) SCALE: 1 "=20' HORIZONTAL — 1 "=5' VERTICAL 5 CALL BEFORE YOU DIG: 1-800-424-5555 REVISED PER CITY REVIEW. PER CITY REVIEW. 6 Q 0 0 R O\! n CO Ili 0 ::E cc 0 PO BOX 3644 co Nzt CZ co CO le) co RECEIVED CITY OF TUKWILA FEB 0 2 2006 PERMIT CENIEn EXPIRES 9/23/05 LN an Designed PRA_ 0 Lu 0 co N N OD co co 1 1 LLI 2 Lu Lu Ca 2 0 col Job Number 4.ATCH BASIN IM = 3•.9 12" CONC N = 37.25 12" CONC S = 37.05 12" CONC E = 36.86 55 50.... 45 35 30 20 5 10 20 Nit N \N ROAD IMPROVEMENT PLAN AND PROFILE A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 15, T. 23, R. 4E, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTpN N CATCH BASIN (TYPE 2) o RIM= 16.10 6"CMP W=11.23 Cs=9,20 36" CMP BTM PIPES AND MN z -- -------- _FILL OF MUD r-�-=7-- WALL -- - I .. ......... ' > v'37:45`�e- i I --/S-,,, . '`I_= 1;O� a WITH 2 IP 1 3.70 - .'.`� \.- k3e 60� * v ------- \ `\\\` ///� ` \ �� ... //"' xsfso \\ / // 8.58 a�CONC �,, GLIA 0STS /1 8048 S GM P38 S48'05' 15"E 76.82' 4 le mai X14. p X14.99 00 15.46 S-IGN 04. 4 3 0 ti 0 r F ISITNG EDGE OF PAVEMENT 0 • .o : 0 0 .0 .O 1 LVAITi SAWCUT S (TYP.) f •n: 0 m r, 6' 1 s.80 POWER POLE --x1520 POWER PO / GUY w' 1 co SEWER MANHOLF RIM = 34.44 8" PVC NW = 25.89 8»P•VCSE=25.71 ice! \ •� %/� #i7 SOUTH 131ST PLACE PLAN VIEW SCALE: 1 "=20' 1STING QF PAVFM X14 EDGE OF PAVEMENT !E 36" CONC = 9.90 NG 0 SEWER MMEH0I�E„_ RIM = 14.77 8" PC NE = 4.10 8" PVC NW = 4,50 8" PVC SE = 4.03 PROPOSED: OWE AT• FLOWUNE EX.: GRADE :AT EX Q. Or PAVEMENT ....... . MODEL 450" STA: 10+17.0, • 18.77? LT.• IE=18:2 (12 IN): ..... IE=16.0 •(12 OLIT) 4 LF 12" ADS ®" 20.0% CB : 7, T1<PE:1 WITH :STANDARD GRATE STA: 10+17.0, • 14.17' LT. RIM=22.51::: IE=17.0: (12". OUT) 3+00 9+00 EX. GRADE AT CENTERLINE (TYP.) SOUTH 131ST PLACE PROFILE VIEW SCALE: 1 "=20' HORIZONTAL 1"=5' VERTICAL 10+00 PROPOSED GRADE AT FLOWUNE (TYP.) 11+00 55 50 45 I 40 1 • 35 25 20 110 5 I 1 t 4.47 12+00 CONSTRUCTION NOTES • SAWCUT EXISTING ASPHALT. ARELOCATE EX. POWER POLE BEHIND THE CURB. COORDINATE WITH POWER COMPANY. INSTALL NEW 6" VERTICAL CURB AND GUTTER • TO CITY OF TUKWILA STANDARDS. 4Q NOT USED QINSTALL NEW CLASS .r ASPHALT AND BASE 5 TO MATCH EXISTING SECTION. ® NOT USED Q RAISE EXISTING GAS VALVE UD TO NEW FINISH GRADE. A RELOCATE EXISTING SIGN. Q9 RELOCATE EXISTING MAIL BOX. A REMOVE EXISTING CONCRETE GUARD POSTS. A DUSTING POWER P011 WITH LUMINAIRE TO REMAIN { 5" FRAME & GRATE TUIP OF GRADE 24 /7 -GRADE ADJUSTERS 8- a I) INLET - c HANDLE FOR 4"0 PVC PIPE REMOVABLE MIN. 15" HIGH DOMEAND TEE ray/4" CAP C� f, TRASF VIM ARD M PIPE ti w STORMCEPTOR INSERT 18" 4"0 INLET 4"0 OUTLET DOWN PIPE RISER PIPE (REMOVABLE) 48"0 /I (! 60" SECTION THRU CHAMBER SEE NOTE 2 4"0 PVC PIPE CLEANOUT/VENT PIPE "0 OUTLET RISER PIPE INLET El♦ oUnET n irry IF NEEDED 4 INSERT DOME AND TEE HERE (TEE OPENINGS TO FACE SIDE WALLS) SECTION THRU PLAN VIEW NOTE : 1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE OUTLET WHERE APPUCABLE. 2. THE COVER SHOULD BE POSITIONED OVER THE 4"0 CLEANOUT/VENT PIPE AND THE 4"0 INLET DOWN PIPE. 3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OFF THE FOLLOWING U.S. PATENTS: #4985148, #5498331, #5725760, #5753115, #5849181. 4. CONTRACTOR TO PROVIDE CRANE TO SET UNIT (HEAVIEST SECTION WEIGHS 5000 LB) PRECAST CONC. STORMCEPTOR(450 US GAL. CAP.) NTS 0.. 0 EJ 10.5± EX. PVMT_ 0 v 10' EXISTING - I = PAVEMENT SAWCUT EXISTING EDGE OF ASPHALT AND INSTALL NEW PAVEMENT. MATCH EXISTING SECTION. MINIMUM SECTION SHALL BE 3" CL 'B' AC OVER 6" CSBC OVER 12" COMPACTED SUBGRADE. ---i0." ' AACE. IS isootDrig") Va 13?t`S 5.0' SHOULDER NEW CONCRETE CURB AND GUTTER SECTION C -C PROPOSED S. 131ST PLACE NOT TO SCALE REVISED PER CITY REVIEW REVISED WATER CONNECTION PER CLIENT REVIEW 0 0 0 m a v 0 3 3 0 Il 8 4 oD 1 8 1 .53 0 0 M r 0 Z w O cr a_ Z rnrn a O W W Lt. CC CC2 0 m w 0cc tr 0 2 0a tC 11 - REVISED PER CRY REVIEW. ROADWAY FRONTAGE IMPROVEMENTS PER CITY REVIEW NORMED DEVELOPED P.O. BOX 3644 Cr co ur co Cr Q. CO RECEIVED CITY OF TUKWILA pEhivii 1 CEN EI -1 EXPIRES 6/11706 o a El 177 0 in co 0 0 o. o. Dote 7/15105 0 co z Dcz- e z Li, c., co cc 1.11 0 to Job Number 0 LO <0 NJ -16 0 0 11 0 0 0 CD cn 0 0 Epi r ^� M M T� M / //M EpQ7•�1 \ OD N E' N �M0 O; Q1 I- 0 r- V' u7 3+00 9+00 EX. GRADE AT CENTERLINE (TYP.) SOUTH 131ST PLACE PROFILE VIEW SCALE: 1 "=20' HORIZONTAL 1"=5' VERTICAL 10+00 PROPOSED GRADE AT FLOWUNE (TYP.) 11+00 55 50 45 I 40 1 • 35 25 20 110 5 I 1 t 4.47 12+00 CONSTRUCTION NOTES • SAWCUT EXISTING ASPHALT. ARELOCATE EX. POWER POLE BEHIND THE CURB. COORDINATE WITH POWER COMPANY. INSTALL NEW 6" VERTICAL CURB AND GUTTER • TO CITY OF TUKWILA STANDARDS. 4Q NOT USED QINSTALL NEW CLASS .r ASPHALT AND BASE 5 TO MATCH EXISTING SECTION. ® NOT USED Q RAISE EXISTING GAS VALVE UD TO NEW FINISH GRADE. A RELOCATE EXISTING SIGN. Q9 RELOCATE EXISTING MAIL BOX. A REMOVE EXISTING CONCRETE GUARD POSTS. A DUSTING POWER P011 WITH LUMINAIRE TO REMAIN { 5" FRAME & GRATE TUIP OF GRADE 24 /7 -GRADE ADJUSTERS 8- a I) INLET - c HANDLE FOR 4"0 PVC PIPE REMOVABLE MIN. 15" HIGH DOMEAND TEE ray/4" CAP C� f, TRASF VIM ARD M PIPE ti w STORMCEPTOR INSERT 18" 4"0 INLET 4"0 OUTLET DOWN PIPE RISER PIPE (REMOVABLE) 48"0 /I (! 60" SECTION THRU CHAMBER SEE NOTE 2 4"0 PVC PIPE CLEANOUT/VENT PIPE "0 OUTLET RISER PIPE INLET El♦ oUnET n irry IF NEEDED 4 INSERT DOME AND TEE HERE (TEE OPENINGS TO FACE SIDE WALLS) SECTION THRU PLAN VIEW NOTE : 1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE OUTLET WHERE APPUCABLE. 2. THE COVER SHOULD BE POSITIONED OVER THE 4"0 CLEANOUT/VENT PIPE AND THE 4"0 INLET DOWN PIPE. 3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OFF THE FOLLOWING U.S. PATENTS: #4985148, #5498331, #5725760, #5753115, #5849181. 4. CONTRACTOR TO PROVIDE CRANE TO SET UNIT (HEAVIEST SECTION WEIGHS 5000 LB) PRECAST CONC. STORMCEPTOR(450 US GAL. CAP.) NTS 0.. 0 EJ 10.5± EX. PVMT_ 0 v 10' EXISTING - I = PAVEMENT SAWCUT EXISTING EDGE OF ASPHALT AND INSTALL NEW PAVEMENT. MATCH EXISTING SECTION. MINIMUM SECTION SHALL BE 3" CL 'B' AC OVER 6" CSBC OVER 12" COMPACTED SUBGRADE. ---i0." ' AACE. IS isootDrig") Va 13?t`S 5.0' SHOULDER NEW CONCRETE CURB AND GUTTER SECTION C -C PROPOSED S. 131ST PLACE NOT TO SCALE REVISED PER CITY REVIEW REVISED WATER CONNECTION PER CLIENT REVIEW 0 0 0 m a v 0 3 3 0 Il 8 4 oD 1 8 1 .53 0 0 M r 0 Z w O cr a_ Z rnrn a O W W Lt. CC CC2 0 m w 0cc tr 0 2 0a tC 11 - REVISED PER CRY REVIEW. ROADWAY FRONTAGE IMPROVEMENTS PER CITY REVIEW NORMED DEVELOPED P.O. BOX 3644 Cr co ur co Cr Q. CO RECEIVED CITY OF TUKWILA pEhivii 1 CEN EI -1 EXPIRES 6/11706 o a El 177 0 in co 0 0 o. o. Dote 7/15105 0 co z Dcz- e z Li, c., co cc 1.11 0 to Job Number 0 LO <0 NJ -16 0 0 11 0 0 0 CD cn 0 0 CONSTRUCTION NOTES: Q SAWCUT EXISTING ASPHALT. A RAISE EXISTING SANITARY SEWER MANHOLE TO GAS NEW FINISH GRADE. INSTALL NEW 6" VERTICAL CURB AND GUTTER LA▪ I TO CRY OF TUKWILA STANDARDS. AINSTALL NEW 5' WIDE SIDEWALK TO CRY OF TUKWILA STANDARDS. AB" INSTALL NEW CLASS ' ASPHALT AND BASE TO MATCH EXISTING SECTION. • NOT USED RAISE EXISTING GAS VALVE LID TO NEW FINISH GRADE. A RELOCATE EXISTING SIGN. ® RELOCATE EXISTING MAIL BOX. A REMOVE EXISTING CONCRETE GUARD POSTS. ACOORDINATE WITH POWER COMPANY AND RELOCATE EXISTING POWER POWER POLE. ROAD IMPROVEMENT PLAN AND PROFILE A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 15,'T. 23, R. 4E, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON 3O 2 -‘t- -26, 1 U E l 10 20 40 ito iiia i::,="�w�'.a,:;;;; `_ Wiltneretnis SIGN-' .y0 OF PAVEMENT MAILBOXES 5.1-}00 MACADAM ROAD 6+00 ---------------------------------------------------------------------------------------------------- POWER POLE .1 • 45(°}1)__ EXISTI C _EDGE GF_ P, y 1. NT -------------------------------------------------------------- ~—�'`�--40--- r a Q i MACADAM ROAD / PLAN VIEW POWER POLE SCALE: 1"=20' -------- Ex. GRADE ;4T EX. OF PAVEMENT GUY W1RC -PMR POLE �.r 1 215 1.F 12" ADS :9 D:Spx ;�-�•.•..`— i • PROPOSED GRADE AT FLOWUNE CS #R5 TYPE 248" WITH STANDARD GRATE STA. 5+82.0, 7.1'. LT.. : RIM=38.80 IEt32.71 (12" N, S) 170 LF 12' ADS 0: 0.5096 Ig 'd -N h n453 a> r--- 0 PO (35 it, D..it M In IN Om Mf� E70 '"�M re: "�M /I 4+00 5+00 EX. GRADE AT CENTERLINE (TYP.) 6+00 PROPOSED GRADE AT FLOWUNE (1YP.) MACADAM ROAD PROFILE VIEW SCALE: 1 "=20' HORIZONTAL 1 "=5' VERTICAL 7+00 25 — REVIEWED FOR CODE COMPLIANCE Aassaaonuct FE3 1 3 1:03 4t9r- .1 it. 2 7 2005 RECEIVED CITY OF TUKWILA FE6 0 2 2006 PEHMI r CENTErf c re 0 J O ac 0 0 z z 0 O 0 60 0 w O J w Ili X o O o m O 0 0 CO 0 v EXPIRES 6/11 /06 y 0 0 P4X 0 X E R > 18215 72ND AVENUE SOUTH N M 0 o 0) N N N CO u) N ta LO gct Y U 00 z zW o� z w 3 z 0 O z� 6 w z E o 0 M w 0 N N i n i 1- LLIz w O ccO Ce rn 11) _rn 0 0 a 0 10 20 40 - \N \\ \ \\ \(-N �' N \ N C©j. Y,2 \ ia�'a'�i'.rtlitiatES_seus„ne•,_�"'_€ ROAD IMPROVEMENT PLAN AND PROFILE A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 15, T. 23, R. 4E, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON 1 \, .39 CATCH BASIN {TYPE 2) \\°- 36" ?tM = 16.10 6"CuP W = 11.23 \ Afi 36" CONC S = 9.20 . If 36" CMP NW = 9.20 BTM lMP AND 9. .62__'- -----___ __FSE OF MUD II MH WALL N_Em IEa1tr(Tr sw}J_ _ 2602. -- X92` ADS 0 1 ' . • ; -----•1.84x4 1/ 74 / `, 1'37'45'1 S36446'39 � C .(14.29 y XfF19X 1X 14: X14.99 14 4. S48'05'15"E 76.82' 3 0.00 15.46 SIGN 5 20 POWER 15.20 X14.30 MATCH EXISTING CURB 4;,, 4015 u-\12" ADSOw..s. Ni241" _- i2" ' 'WITH 232 .70 -7°_ _ --` -:" 37 IF 12' ADS _ • H 945114 12"CONC N=37.25 12" C0NC 5 = 37.05 12' CONC E = 36.86 STS 11 55! . 1• ::: 1: 1: 36 : ■ y 0 1: 1: 1 5 ISTING EDGE OF PAVEMENT •d ::::5 5 1+'_Y Owl OWER PO /G'JYt 1 E 00 N 11t00 / /s0 -7 1------ - �/ SEWER MANHOLE RIM = 34.44 8" PVC NW = 25.89 8"PVC SE=25.71 131ST PLACE S. PLAN VIEW SCALE: 1'=20' \ N \ so EDGE OF PAVEMENT A. 1 '144.47 121.00 !E 36" CONC = 9.90 SEWER MANHOLE Ri}f, = 14.77 B" PVC NE=4.10 8"PVC NW=4.50 8"PVC SE=4,03 .: WITH : STANDARD : GRATE STA. •7+56:66, 7.1' LT RIM=38.75 lE=31.55 (12": N.: E): .. 15 1F 12' ADS :® :1;O% :: =NCEP t MOQ4:A QL' (PER VuNL :THIS SHEET) - ST& •7+5499,• 22.96' •LT. :: RIMi39.5 • IE=31.71 (12': IN) :: • IE=31.54 (12"• GUT) PROPOSED' GRADE AT- FLOWLINE EX.: GRADE :AT EX g OF•PAVEMENT MODEL; 450:: ; STA 10+17.0, • 18.77 :LT. - RS= IE=16:2:(12'•• IN) . . IE=a6.D -(12'. OUT) 4- LF- 12"' ADS. O: 20.0 CB •#R7. TYPE• 1 WITH : STANDARD GRATE STA: .10+17.0,. 14.17' LT. RIM=22.51::: IE=17.0:(1r. Olt) 1. V • "'M ro17 In M1'] tis Imo M� P NN r' -� Lri 8+00 9+00 EX. GRADE AT CENTERLINE (TYP.) 131ST PLACE S. PROFILE VIEW 10+00 PROPOSED GRADE AT FLOWLJNE (TYP.) SCALE: 1 "=20' HORIZONTAL 1"-=51 VERTICAL 11+00 45 15 10 5 CONSTRUCTION NOTES: Q SAWCUT EXISTING ASPHALT. ®RAISE EXISTING SANITARY SEWER MANHOLE TO NEW FINISH GRADE. ©INSTALL NEW 6' VERTICAL CURB AND GUTTER TO CITY OF TUKWILA STANDARDS. ®INSTALL NEW 5' WIDE SIDEWALK TO CITY OF TUKWILA STANDARDS. © INSTALL NEW CLASS 'B' ASPHALT AND BASE TO MATCH EXISTING SECTION. • NOT USED Q RAISE EXISTING GAS VALVE LID TO NEW FINISH GRADE. • RELOCATE EXISTING SIGN. ® RELOCATE EXISf1NG MAIL BOX. • REMOVE EXISTING CONCRETE GUARD POSTS. EXISTING POWER POLE WITH LUMINAIRE TO REMAIN FRAME & GRATE TOP OF GRADE '1 -24" GRADE ADJUSTERS 8„ INLET HANDLE FOR 4"0 PVC PIPE REMOVABLE MIN. 15" HILI. DOME AND TEE rw/4" CAP TRAM. 56AR0 WITH DWN PIPE SII STURMCEPTUR INSERT ouTLET W a a 18" 4"0 INLET 4"0 OUTLE' DDVN PIPE RISER PIPE (REMOVABLE) 48"0- 11 60" SECTION THRU CHAMBER SEE NOTE 2 "0 PVC PIPE CLEANDUTNENT PIPE "0 OUTLET RISER PIPE 1� 1� ounJTT j NEEDED ,. INSERT DONE AND TEE HERE (TEE OPENINGS TO FACE SIDE WALLS) SECTION THRU PLAN VIEW NOTE : 1. THE USE OF FLEXIBLE CONNECTIONS IS RECOMMENDED AT THE OUTLET WHERE APPLICABLE. 2. THE COVER SHOULD BE POSTIONED OVER THE 4"0 CLEANOUT/VENT PIPE AND THE 4"0 INLET DOWN PIPE. 3. THE STORMCEPTOR SYSTEM IS PROTECTED BY ONE OR MORE OFF THE FOLLOWING U.S. PATENTS: #4985148, #5498331, #5725760, #5753115, 15849151. 4. CONTRACTOR TO PROVIDE CRANE TO SET UNIT (HEAVIEST SECTION WEIGHS 5000 LB) PRECAST CONC. STORMCEPTOR(450 US GAL. CAP.) DOLIA/C 0 IBJ 10.5± EX. PVMT. 0 10' EXISTING PAVEMENT 5.0' SHOULDER _ REVIEWED FOR� CODE COMPLIANCE An6eanycn FEB 13 2006 City Of Tukwila 'l1 ITL 11T►L1r ''''.'n rtreir i11 NEW CONCRETE CURB AND GUTTER SAWCUT EXISTING EDGE OF ASPHALT AND INSTALL NEW PAVEMENT. MATCH EXISTING SECTION. SECTION C -C PROPOSED S. 131ST STREET NOT TO SCALE RECEIVED CITY OF TUKWILA JUL 27F I i! ;1H PEHIwt l CEN I Ef, 3 g. 0 U a, 2 w u_ O a Z o w °c 5 20w cc 0 cc 0 z cc 0 0 ci0 w c 0z CO co EXPIRES 6%11/06 • 141 an Dote 7/15/05 18215 72ND AVENUE SOUTH Me) N o cO 314 i4csi Y .moi z5 sW In O z� wz� w w c6 t3 z U V) 1 a 0 co CC 0 0 N a 0 0 0 n r-- 153 v 0 0' no v, I at 1- z z w 0. a 0 0 i rn n 0 N 0 0 0 a ei ii 50 LF OF OVERHEAD (CONTAINER) PLANTER. PROVIDE DRIP IRRIGATION TO OVERHEAD ENTRY PLANTERS. KINNIKINNICK 43/ 10 20 40 nalmt -a„ ' . imarAilatattzitala . :-...... ammo rwas:\ 4 -. .•:0?:9i-2:,14/ T,r,lyW0i1S/„4:e1/:a0t.i1.C.1::.Itaa.:rlaleua-aft ...1.. W4 1.1 1 teCIff.red 71 IIILN.drtr. . inWN Was iLlirit liana -';i0E1211 '4"..t."1 -.."17- 'a ' W ,\ • at,\ stile",7% Allibc " aatinacepik sntwtI;tw1 '.'J ASRAMBINLINENICZ A. antia'ne—offiallai, anmanantransrak sionanormannank iiiipiurzahminifiranrah. iflIIIIMINININFS \INMIIMMINIIIMMThrs \WWIMINSTANAL. NIMIENNINERMINNEWIL `11111ThrilIHMEMMffiaSkt\_4t%3% \MISMINMEMMINIMINITA EWA r .kctikd "inmnnannnnnsr S nsaassasstaawssxwaaqa `1r.e Inatininnlaillinrigrak AtP:if .14111MIMMICRINMENWO NiallirMINERMMIINEWrde* NwsBaaasxaesqaaawaw?j& '%i. '1111111MIMNEVaa ''EllIMENEM-4111Camr40:7Ak • \amismintranwainnek.MIL aNWEININTMIL, NettilleMIIMMINENNI WANIIIIMIRMINRIUMERNER& 'WOINNIIMMIESNIMINEAM-. iP%narnmgrg `'itStINIMPILIVOMMAIRANS. 'IMINIMENSWINIMMINNPArk 4, ,e / '1 .4 / /e / /4 / he ,t /1 /4 ,e11 , 1 0' , , , , ,e 1, .,/ /1 / , /4 ' , 9. , , , , • ,', / / /,,,/ , , ,te / , /, ,, / , / AA ,/ / , // , , ,../1 / / Al //' , / .// , , tV / : / / ,0 / ,s y / , / : , .0 : / / : \ / , / At / • , , / N / /1 / / 1 / 1 1 / /1 / / / / / A „11 1/ /1 „i / "‘...,/ ,%;/ / / / /1 1%.1" / >. 1/ :511 /1 NI,1 1/ // , 1 / 14‘ / // // 1 / I • 1 / • • ..,// /%1 // / /1 .91 / „Ii ,Ii %1 / A / 1 / 1% / 51 //, /, /49 1, / 1 1 • 10 / / • • a a / • / / •4" , • , , . , , ,, 'PLANT usft' 'EGEND., 1 syom Nafic • 17 • / / •,... 0/ • 0 • / / e • • / 1 , ..., / /.. / ••• /I / at / ./ / . • • %,, *It / I / / / / /7., / / / ... / / I // 1 / a / / / a I / 1 / a I / 1 0 0.0 t a /7 It e 1 a 0 • /1 0 • a / .— mmm. .7e. .o.m. ..—...— — —, ..... ...7 I/ / I /I /— / a,/ / / 1/ / / / I/ / I / a I I /I / / / I eV / /I / 1 A • It1/ / / 0. t< N • 07 / z' ( N • %‘ • /7 / . #,/ • • ', • a / • , /. , • ,/, / ,, , , , EES: // ACEF/CIRCINATUM/ /VINE MAPLE /ACER PALMATUM 'BLOODGOOW BLOODGOOD RED -LEAF JAP. MAPLE PYRUS CALLERYANA IREDSPIRE'/ REDSPIRE FLOWERING PEAR JAPONICUS/ JAPANESE SNOWDROP TREE , / / / As< \r`< EX. F.H. . . 111. . 17 / -, . 0 f : , / /1/ ,1-11 1,17 ,,, EXISTING BUILDING 17 , FF•1525± , , , „ / ..A....// „/ ,1, ,, , I / • /7 / /1 ; e • •/.1. / . /7 \ ,./.// /// \ / / / N?e• , , , , / < 1, /I 1 / • >‘• SEE SHT. L2 0 f CUPRESSOCYPARIS LEYLANDIV LEYLAND CYPRESS THUJA PUCATA IHOGANY HOGAN WESTERN CEDAR SHRUBS: ABELIA x 'EDWARD GOUCHER' / PINK ABEUA ILEX CRENATA 'CONVEXR / JAPANESE HOLLY MAHONIA AQUIFOLIUM/ OREGON GRAPE NANDINA DOMESTICA/ HEAVENLY BAMBOO MYRICA CALIFORNICA/ OREGON MYRTLE PRUNUS LAUROCERASUS 'OTTO LUYKENI/ 01TO LUYKEN LAUREL RHODODENDRON MIXED •VARIETIES GROUND COVER: ARCTOSTAPHYLOS INA URSI / KINNIKINNICK ERICA x DARLEYENSIS 'FURZE?' / HEATH EUONYMUS FORTUNE! 'EMERALD N COLD'/ EMERALD N GOLD EUONYMUS SIZE CONDMON SPACING 778' HT. 2" CAL 8'/9' 141. 2 CAL 2" CAL. 6 -8' HT. 6' -8' HT. 18' - 24" 18" - 24" 18" - 21" 18' - 21 30' 18" - 24" 113" -24" 18" - 24" 15" - 18" GROUND COVER THROUGHOUT 100 SF MINIMUM TYPICAL PARKING PLANTER SCALE: = 10' PRIOR TO REQUESTING FINAL LANDSCAPE INSPECTION FROM THE cny, THE CONTRACTOR SHALL. COMPLETE AND SUBMIT A "LANDSCAPE AFFIDAVIT" FORM TO THE CITY. 7 8/30/05 COUNT (ELECTRONIC) 7 PRE -8/30/05 COUNT (ELECTRONIC) QUANTITY REMARKS B&B AS SHOWN 12 18 B & B AS SHOWN 2 2 B&B AS SHOWN 12 13 B&B AS SHOWN 3 4 B&B AS SHOWN 15 15 B&B AS SHOWN 22 22 CONTAINER 4' -5' 53 53 CONTAINER 2' O.C. 26 26 CONTAINER 4' -5' 28 0 CONTAINER 4' -5' 26 26 B&B AS SHOWN 21 21 B&B AS SHOWN 81 102 B&B 3' 52 52 ONLY CONTAINER 30" 37 37 1 GALLON 24" AVG. COVER 4" POT 18" AVG. COVER 1 GALLON 24" 40 40 CONTAINER 37 37 MUL11-STEM (3 - 5) NOTE USED AS LARGE SHRUB/SM. TREE STAKE AND GUY ONE GROWING SEASON, MAX. SPECIMEN; 4' BRANCHED; MIN. 3 EXPOSED CANOPY FACES STAKE AND GUY ONE GROWING SEASON, MAX.; NURSERY GROWN FOR STREET TREE USE, 6 -FOOT STANDARD STAKE AND GUY ONE GROWING SEASON, MAX.; NURSERY GROWN FOR STREET TREE USE, 6 -FOOT STANDARD STAKE AND GUY ONE GROWING SEASON, MAX.; STAKE AND GUY ONE GROWING SEASON, MAX. HOLD 3' FROM BORDERS SHEARED, LOW HEDGE 28 AT MACADAM ROAD HOLD 2' FROM BORDERS SPECIES TO REPLACE PHOTINIA 81 AT MACADAM RD. HOLD 3' FROM BORDERS HOLD 3' MIN. FROM BORDERS SAME. PROVIDE ALTERNATE PRICE FOR 4 MATERIAL. HOU) 2' FROM BORDERS AND OTHER SPECIES REVIEWED FOR CODE COMPLIANCE losion^UCCn E3 13 ?OGS City Of Tui<vulla I T q cyr, r •-•••r) ern" HOLD 2' FROM BORDERS AND OTHER SPECIES 0 Tukwila, Washington RECEIVED CITY OF TUKWILA FE.6 0 2 2006 PERMIT CEN fEn STATE OF WASHINGTON REGISTERED ARCHITECT H. BRUCE McCRORY CERTWICKTE NO. 504 (VALID ONLY WITH SIGNA1URE n 0 VI Opfrtt ' 0 ser 4' N? 10. z Z ,-- 1:-N,P. 14 ab O 41 Nati 0 CO° DK JOB 1,9822 § a a co t WETLAND MIIIGAIION UNDER SEPARATE DESIGN PLANS FENCE AND PLANTING BRE PLANTS THIS SHEET. 4 MAHONIA AQUIFOLIUM OREGON GRAPE MYRICA CAUFORNICA OREGON MYRTLE NOTE INSTALL PLANTS WITHIN 3' OF FENCE, BETWEEN STREET & FENC —18-- /4 1 u 1 1 r ----A.,- --- -16........ = .—r ......... _ ==, -� _ __ —_ir 1 1 \ _ ----- - 1 / - es - s. ---_yam•` --------_~-- - _ ........ — — \— --r—/ 4- .................-. - -���Q de 1 .. r� rrr` rr' rr+—asaa—ter •rrr es_ • r—� `rrr— r r • r �� r�'rr rrrr ▪ rr►7� rrrr r--�—...--_---•�—�'d�',_as..m .. //I%.IIS �F'/ ///r/�.,1/l. . I rrr rrr /rr rrr ..�ti �. .iii/'.ir';ir r r r • r........ /� :////f/ i '////. / ate • rr/ ▪ /rr rrr woe I././. ��I/�//F.Ir.ii X11/��!'I�/• --r Najaf/�/r!. /l .......... _'_- - ••• - - r r rrr • rrr — /�/r l r r �•"�`� rr / 11.0 7:507-4,(7. ▪ 1452 ate° i ”: 1".. as. 8 a - I EX. POWER POL (APPROX. LOCA ON) I 1 / Aeszar 6+po +po I 1111, 3+00 4+00 1 5+00 MACA010 ROA_-- -----`-- 11 8-fpo -------- I{Ij P(041) - r— • p(OH) r 0 D EX. SEWER MANH$LE RIM=34.44 8" PVC NW=25.;9 8" PVC SE=25. 1 0 0 L 0. a 0 v REVIEWED FOR CODE COMPLIANCE FEB 1 3 1006 City Of Tukwila *21171 nTAIr ren RCTflh' 15 30 60 \\\1111111111111111111 RECEIVED CITY OF TUKWILA Fib 0 2 2006 PEiMIT CEN [Eh STATE OF WASHINGTON REGISTERED DSC9RE-A&CHITECT 0 LU CC 0 0 0 cow D 0 w CC LU c 0 co co asw H. BRUCE McCRORY CER11F1CATE NO. 504 (VAUD ONLY WITH SIGNATURE) Tim yr cr o_ co 0 w cc 0 z A e .c z 0 en 0 Tukwila, WA 98124 r 0 V .c 0 3 Date 4/21/05 i 1- 0 V) Lk] W 0 CN c Q Z (33 N1 in in LL) lc t(� 03 o Z CSO F. 5 z W W z� 0z W E J UV) s z 111 2 o" 5 $ CpN DK JOB 0822 Job Numbe 0 m z 0 Z6719—LB,z6719—tre,z6719—t,16719—s,z6719—s2, 1=30 bmccrory Xrefs: Date/Time: 08/30/2005 P:\06000s\6719\engineering\6719-11.2.dwg 1) LL Planting Notes and Materials 4/05 SCOPE OF WORK FURNISH ALL MATERIALS, LABOR, EQUIPMENT AND RELATED ITEMS NECESSARY TO ACCOMPLISH THE TREATMENT AND PREPARATION OF SOIL, FINISH GRADING, PLACEMENT OF SPECIFIED PLANT MATERIALS, FERTIUZER, STAKING, MULCH, CLEAN-UP, DEBRIS REMOVAL, AND 90 -DAY MAINTENANCE. Q• UALIFICATIONS: LANDSCAPE CONTRACTOR SHALL BE SKILLED AND KNOWLEDGEABLE IN THE FIELD OF WORK. CONTRACTOR SHALL BE LICENSED TO PERFORM THE WORK SPECIFIED WiTHIN THE PRESIDING JURISDICTION. JOB CONDITIONS: iT IS THE CONTRACTOR'S RESPONSIBILITY TO REVIEW THE SiTE AND REPORT ANY DISCREPANCIES TO THE OWNER OR THE OWNER'S REPRESENTATIVES. ALL PLANT MATERIAL AND FINISHED GRADES ARE SUBJECT TO APPROVAL BY THE OWNER. P• ROTECTION: SAVE AND PROTECT ALL EXISTING PLANTINGS SHOWN TO REMAIN. DO NOT PLANT UNTiL OTHER CONSTRUCTION OPERATIONS WHICH CONFLICT HAVE BEEN COMPLETED. AN IRRIGATION SYSTEM 15 TO BE INSTALLED. DO NOT PLANT UNTIL THE SYSTEM HAS BEEN TESTED AND APPROVED. HANDLE PLANTS WiTH CARE - DO NOT DAMAGE OR BREAK ROOT SYSTEM, BARK, OR BRANCHES. REPAIR AND/OR REPLACE ITEMS DAMAGED AS A RESULT OF WORK, OR WORK NOT IN COMPLIANCE WITH PLANS AND SPECIFICATIONS, AS DIRECTED BY OWNER AT NO ADDITIONAL COST. REPAIR OF EXISTING PLANTINGS: DURING THE COURSE OF WORK, REPAIR ALL EXISTING PLANTING AREAS BY PRUNING DEAD GROWTH, RE-ESTABLISHING FINISHED GRADE AND RE -MULCHING TO SPECIFIED DEPTH. GUARANTEE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. 90 -DAY MAINTENANCE CONTRACTOR SHALL PROVIDE OWNER WiTH A SCOPE OF WORK AT TIME OF INITIAL PROJECT BiD TO PROVIDE LANDSCAPE AND IRRIGATION MAINTENANCE FOR 90 DAYS FOLLOWING COMPLETION OF PROJECT (ACCEPTANCE) OF FACILITY BY OWNER. WORK SHALL INCLUDE MAINTENANCE AS DESCRIBED BELOW, IN PLANTING AND IRRIGATION MAINTENANCE. MATERIALS - PLANT MATERIALS: PLANT MATERIALS SHALL BE GRADE N0. 1, SIZED IN ACCORDANCE WITH (ANLA) AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-1996). PRUNE PLANTS RECEIVED FROM THE NURSERY ONLY UPON AUTHORIZATION BY THE LANDSCAPE ARCHITECT. "B & B" INDICATES/�/. BALLED AND BURLAPPED; "CONT." INDICATES CONTAINER; "BR" INDICATES BARE ROOT; Nab INDICATES CAUPER AT 6" ABOVE SOIL UNE; "GAL" INDICATES "TRADE GALLON" MATCHING ANSI #1, #2, #3, ETC., CONTAINER SIZES. A) SPECIFIED PLANT CANOPY SIZE OR CALIPER I5 THE MINIMUM ACCEPTABLE CONTAINER OR BALL SIZE ESTABUSHES MINIMUM PLANT CONDITION TO BE PROVIDED. B) HEALTH, QUALTrr. REGULATORY RESTRICTIONS ADDFI1ONAL TO ANSI STANDARDS - PLANT MATERIAL SHALL COMPLY WITH STATE AND FEDERAL LAWS FOR DISEASE INSPECTION, TRANSPORT RELEASE. PLANTS SHALL BE FULLY LIVE, SHALL BE VIGOROUSLY GROWING, WELL FORMED, WITH WELL DEVELOPED FIBROUS ROOT SYSTEMS. ROOT BALLS OF PLANTS SHALL BE SOLID AND FIRMLY HELD TOGETHER, SECURELY CONTAINED AND PROTECTED FROM INJURY AND DESICCATION. PLANTS Dt.f ERMINED BY LANDSCAPE ARCHITECT TO HAVE BEEN DAMAGED; HAVE DEFORMITIES OF STEM, BRANCHES, OR ROOTS; LACK SYMMETRY, HAVE MULTIPLE LEADERS OR Y" CROTCHES LESS THAN 30 DEGREES IN TREES, OR DO NOT MEET SiZE OR ANSI STANDARDS SHALL BE REJECTED. PLANT MATERIAL SHALL BE FROM A SiNGLE NURSERY SOURCE FOR EACH SPECIFIED SPECIES/HYBRID. NURSERY SOURCES SHALL BE THOSE LOCATED NORTH OF THE 42ND LATITUDE (CAUFORNLA/OREGON BORDER) FOR INSTALIATiONS NORTH OF THAT PARALLEL C) SUBSTITUTION: NO SUBSTITUTION OF PLANT MATERIAL, SPECIES OR VARIETY, WILL BE PERMI I I EU UNLESS WRITTEN EVIDENCE IS SUBMI 11 LU TO THE OWNER FROM TWO QUALIFIED PLANT BROKERAGE OFFICES. SUBSTITUTIONS WHICH ARE PERMIT 1 ED SHALL BE IN WRITING FROM THE OWNER AND LANDSCAPE ARCHITECT. THE SPECIFIED SIZE, SPECIES AND NEAREST VARIETY, AS APPROVED, SHALL BE FURNISHED. SOIL PREPARATION: MAY BE SPECIFIC TO THE SITE, OR TO CERTAIN PORTIONS OF THE SITE, AS NOTED ON THE PLAN. THE FOLLOWING: TOPSOIL, AMENDMENT, AND BACKFILL, ARE GENERAL REQUIREMENTS FOR ALL LANDSCAPE AREAS, UNLESS NOTED OTHERWISE ON THE PLAN. SOIL EU<HLITY AND AGRICULTURAL SUITABILITY ANALYSIS: AFTER ROUGH GRADING AND PRIOR TO SOIL PREPARATION, CONTRACTOR SHALL OBTAIN AGRONOMIC SOILS TESTS FOR PLANTING AREAS, TURF AND SHRUB LANDSCAPE, FOR SiTES WiTH AGGREGATE LANDSCAPE AREA OF GREATER THAN 30,000 SQUARE FEET. A MINIMUM OF ONE SAMPLE AND ONE PER EACH TWO ACRES OF LANDSCAPE AREA SHALL BE OBTAINED. IF ON-SITE TOPSOIL HAS BEEN STOCKPILED, A TEST SHALL BE COMPLETED FOR R, ALSO. ILSIS SHALL INCLUDE FERTILITY AND SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL AMENDMENT, I-LKIIUZER, CONDITIONERS, APPUCATLON RATES, AND POST-CONSTRUC- T1ON MAINTENANCE PROGRAM. ILSIS SHALL BE PERFORMED 8Y AN APPROVED SOIL itS11NG LABORATORY WHICH SHALL BE CONTRACTED WITH AND PAID FOR BY THE CONTRACTOR. RECOMMENDATIONS OF A SOIL FERTILITY AND AGRICULTURAL SUITABILITY REPORT AND REQUIREMENTS OF THE GEOTECHNICAL ENGINEER SHALL TAKE PRECEDENCE OVER THE MINIMUMS NOTED, BELOW. PROVIDE CHANGE ORDER FOR ADDITIONAL MATERIALS REQUIRED IN THE SOILS REPORT. A) TOPSOIL AS A MINIMUM, TOPSOIL SHALL CONSIST OF LOAM SOIL WITH 5 TO 7 PERCENT ORGANIC MATTER. TOPSOIL SHALL BE AMENDED WITH SPECIFIC AMENDMENTS iN C)1. AND C)2., BELOW, AND BE BLENDED TO SPECIFIED DEPTH IN E.), BELOW. LOAM SHALL CORRESPOND TO FIELD METHOD OF DETERMINING SOIL TEXTURE CLASSES FOR LOAM AND SILT LOAM, U.S. SOIL CONSERVATION SERVICE. PROVIDE LANDSCAPE ARCHITECT THE TOPSOIL SUPPLIER AND SAMPLE OF TOPSOIL CONTRACTOR IS RESPONSIBLE FOR ANY NECESSARY WEED CONTROL RESULTING FROM CONTAMINATED OFF-SITE SOURCES. B) NATIVE SURFACE SOIL INCLUDING STOCKPILED TOPSOIL MEETING WSDOT 9-14.1(2) "TOPSOIL TYPE B" REQUIREMENTS FOR SURFACE SOIL ON -BYTE MAY MEET TEXTURAL CLASSIFICATION AS NOTED IN A), ABOVE. PROVIDE AMENDMENTS IN C) 1. AND C) 2., BELOW, AND EVENLY BLEND AMENDMENTS TO SPECIFIED DEPTH. C) AMENDMENTS: 1. ORGANIC COMPOST - TOPSOIL FOR PLANTING SHALL CONTAIN 15 TO 20 PERCENT ORGANIC MATERIAL BY VOLUME. THE FOLLOWING I5 FOR SOIL WiTH 3-4% ORGANIC CONTENT. D) E) PROVIDE THREE INCHES (TWO INCHES COMPACTED DEPTH) OF COMPOST PER 12 INCHES OF SPECIFIED TOPSOIL DEPTH. MUSHROOM COMPOST, SLUDGE/COMPOST BLEND, CHIPPER GRINDINGS, REGULATED RECYCLING SOURCES, AND/OR AGED SAWDUST MULCH SHALL SATISFY ORGANIC REQUIREMENTS. COMPOST SHALL NOT BE FROM FARM ANIMAL SOURCES, NOR FROM SOURCES CONTAINING REDWOOD/CEDAR PRODUCTS. 2. I-LKiIUZER- COMPLETE f-LK1IUZER WITH TRACE ELEMENTS, 8 PERCENT SULFUR, AND A MINIMUM OF 50 PERCENT SLOW RELEASE NITROGEN. FERTIUZER SHALL BE INCORPORATED INTO TOPSOIL N20 -P20 -K5 AT 50 POUNDS PER 10 YARDS OF ORGANIC COMPOST, OR COMPARABLE NITROGEN PER TOPSOIL VOLUME EQUIVALENT. PLANTING BACKFILL -- ON-SITE TOPSOIL (EXCAVATED PiT SPOILS) AS FIELD PREPARED FOR PLANTING/TURF. TOPSOIL PREPARATION, FINISHED GRADES AS A MINIMUM, ALL LANDSCAPE AREAS TO HAVE 12 INCHES OF TOPSOIL PER A) AND/OR B), ABOVE. CONTRACTOR SHALL ADJUST GRADES AND SUPPLY TOPSOIL AS NECESSARY TO ASSURE THE MINIMUM DEPTH. CONTRACTOR SHALL FORM BERMS TO THE HEIGHT AND EXTENT NOTED HERE, AND SHOWN ON THE PLANS. AMENDMENTS SHALL BE EVENLY BLENDED THROUGHOUT THE TOP 6 -INCHES. TOPSOIL SHALL BE WORKED INTO SUB-BASE/SUBSOIL FOR ROUGH TRANSITION. SOIL DEPTH SPECIFIED IS FINISHED, COMPACTED DEPTH. PARKING PLANTER ISLANDS SHALL BE OVER EXCAVATED BY BACKHOE. REMOVE PAVING WASTE, GRAVEL BASE AND UNDERLYING SUBSOIL TO 18" BELOW TOP OF PAVING. SCARIFY AND OVER EXCAVATE NT BOTTOM 12" 11) MINIMIZE STRUCTURAL COMPACTION. BARK MULCH (TOPDRESSING): ONE -HALF-INCH (1/2") SIZE, TO ONE -INCH (1"), I.E., "MEDIUM," HEMLOCK/FIR BARK. APPLY SUFFICIENT QUANTITY TO PROVIDE THREE INCHES (3") TO FOUR INCHES (4") DEPTH IN AREAS NOT PLANTED IN TURF. FINE MULCH, I.E., "STEERCO" TEXTURE AND CEDAR ARE NOT ACCEPTABLE. STAKES: 1 -1/2 -INCH DIAMETER, NET, BY 8 -FOOT DOUGLAS FIR (2 X 2 X 8') GUY MATERIAL 1 -INCH WIDE POLYETHYLENE CHAIN LOCK TYPE TIES; OR, 3/8" DAME tR RUBBER. NO WIRE. GROUND CONTACT WOOD: PRESSURE TREATED HEM/FIR TO SIX -TENTHS OF ONE POUND (0.6 LB.) RETENTION. 6" SPECIFIED SIZE WiTH 24" #4 REBAR PER DETAIL LAWN: SEED OR COMMERCIAL SOD AS NOTED ON PLAN. SOD SHALL INCLUDE BLUEGRASS FOR BINDER. SOD SHALL NOT HAVE MANMADE BINDER. LAWN EDGING: CUT TRANSITION OR "EDGER" AS NOTED ON PLANT UST. "EDGER" SHALL BE 2x6 SOLID PLASTiC/WOOD COMPOSITE "DECKING" MATERIAL, AND TO BE BENT UNDER HEAT TREATMENT. STAKE IN-PLACE USING 2x4 GROUND CONTACT WOOD AT 30" - 36" SPACING AND AT JOINTS. HERBICIDE DUE TO WETLAND PROXIMITY AND GROUNDWATER LEVELS, HERBICIDE IS DISCOURAGED BY THE CITY OF TUKWILA. ANTI -DESICCANT: PLANTS SHALL BE TREATED 48 HOURS PRIOR TO SHIPMENT TO SITE FROM JUNE 1 THROUGH SEPTEMBER. THOROUGHLY ROOT WATER PLANTS PRIOR TO DELIVERY. PLANT MATERIAL DELIVERED TO SITE SHALL. BE KEPT CONTINUALLY MOIST THROUGH INSTALLATION. EXECUTION: FINISHED GRADES: FINE GRADE AND REMOVE ROCKS AND FOREIGN OBJECTS OVER THREE -QUARTERS -INCH (3/4") DIAMETER FROM TOP THREE INCHES (3") OF PREPARED PLANTING BED. ALL FINISHED GRADES SHALL BE SMOOTH EVEN GRADES, LIGHTLY COMPACTED, AS SHOWN ON THE PLAN AND DETAILED. SiTE CML DRAWINGS IDENTIFY FINAL ELEVATIONS. TREES: ARRANGE TREES ON SiTE IN PROPOSED LOCATIONS PER DRAWINGS. EXCAVATE PiT, PLANT AND STAKE OR GUY, AS CALLED OUT AND DETAILED. ALL TREES AND SUPPORTS TO STAND VERTICAL TREES SHALL BE PLACED AS SHOWN ON THE PLANTING PLAN, LOCATED AS DETAILED AND AS CALLED OUT ON PLANT UST. BACKFILL SHALL BE PLT SPOILS. SETTLE BACKFILL USING WATER ONLY. NO MECHANICAL COMPACTION. SHRUBS: INSTALL SHRUBS AS SPECIFIED FOR TREES. GROUNDCOVER: EXCAVATE PiTS TO A MINIMUM OF THREE INCHES (3") BELOW, AND TWICE THE ROOT BALL DIAMETER. WATER THOROUGHLY AND TAKE CARE TO ENSURE THAT ROOT CROWN IS AT PROPER GRADE, AS DETAILED MULCH (TOPDRESSING): MULCH ALL GROUND COVER AREAS NOT COVERED BY TURF. MULCH MAY BE APPLIED PRIOR TO INSTALLATION OF GROUNDCOVER WHICH IS SMALLER THAN ONE GALLON CONTAINER SIZE. IJTII.ITY CLEARANCES: FIELD ADJUST PLANT LOCATIONS FOR 8 -FOOT SEPARATION OF TREES/SHRUBS AND 2 -FOOT SEPARATION FOR GROUNDCOVER FROM FIRE HYDRANTS AND UTILITY VAULTS. PLANTING MAINTENANCE: CONTRACTOR SHALL MAINTAIN PLANTINGS THROUGH COMPLETED INSTALLATION, AND UNTiL ACCEPTANCE OF LANDSCAPE INSTALLATION. PLANTING MAINTENANCE SHALL INCLUDE WATERING, WEEDING, CULTIVATING, TIGHTENING AND REPAIRING OF TREE GUYS, RESETTING PLANTS TO PROPER GRADES OR POSITION, RE-ESTABUSHING SETTLED GRADES; AND MOWING LAWNS WEEKLY AFTER TURF ESTABLISHMENT. HERBICIDE iS NOT RECOMMENDED. INCLUDED IS REPLACEMENT OF DEAD PLANTS AND PLANTS SHOWING LOSS OF 40 PERCENT OR MORE OF CANOPY. IRRIGATION MAINTENANCE THE IRRIGATION SYSTEM SHALL BE MAINTAINED INCLUDING ADJUSTMENTS FOR BALANCED WATER DISTRIBUTION & PRECIPITATION. FAILED OR MALFUNCTIONING IRRIGATION EQUIPMENT SHALL BE REPLACED OR CORRECTED. PLANT AND IRRIGATION MAINTENANCE SHALL INCLUDE THOSE OPERATIONS NECESSARY TO THE PROPER GROWTH AND SURVIVAL OF ALL PLANT MATERIALS. CONTRACTOR SHALL PROVIDE THIS WORK IN ADDITION TO SPECIFIC WARRANTY/GUARANTEES. HOLD PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT UST BED UNE EDGE CURB/WAU< Spacing Detail SPACING AS CALLED OUT ON PLAN/PLANT UST HOU) PLANTS FROM EDGE OF PLANTER AS NOTED ON PLANT UST NOTE. THIS SPACING APPUES TO GROUNDCOVER AND FORMAL SHRUB ROW PLACEMENT. SCALE: NONE NOTE SEE PLANT UST FOR PLANT SPACING FEATHER EXCESS SOIL UNDER MULCH 1" MULCH AT CRO 1/2" ABOVE GRADE 1" ABOVE GRADE 2" MULCH (COMPACTED) . PREPARa. TYPICAL NOTES: " ' ` PLANTING o REMOVE CONTAINER & WORK ROOTS BED: FREE OF SOIL; SPREAD ROOTS INTO EXCAVATION o BACKFILL TO BE SETTLED USING WATER ONLY L1?8F31FHIW 1 QAL IffieLSCIIIMCHAMILARZR ( PLANTED AFTER MULCH) (R.ANiED BL3 CFIE INCH ) Groundcover Planting Detail SCALE: NONE OF TREE DWTTH�1/3AKES; TIE AT APPROX. 1GHEIGHT FLEXIBLE RUBBER TIE IN FIGURE BIGHT PAIIt<N. STAKES AND TREE PLUMB 3" DEEP SAUCER FOR WATER 3" MIN. DEPTH OF MULCH (BARK) REMOVE ALL TIES, WRAP & CONTAINERS. FREE PERIMETER ROOTS FROM NURSERY BALI. EXCAVATE TREE PiT AT A MIN. OF 4 TIMES DIA. OF ROOTBALL AT BALL CENTER, TAPERING PIT GRADE TO FINISH GRADE PiT SPOILS, NURSERY BALL WASTE BACKFILL SET BALL ON UNDISTURBED SUBGRADE, OR COMPACTED SOIL o UGHT FLRIIUZER OVER PLANTING BED AFTER BACKFILL ONLY; NO I tttIIUZER IN PLANTING PIT. o WORK PERIMEtLH ROOTS FREE OF' NURSERY BALL & SPREAD OVER EXCAVATED PiT. BALL & PiT TO BE COURSELY SCARIFIED. Evergreen Tree Planting (6' to 10' Height) SCALE: NONE PRUNE DAMAGED TWIGS AFTER PLANTING PLACE IN VERT. POSITION: DOUBLE LEADERS WILL BE REJECTED NOTES: o STAKING ON "AS NEEDED BASIS' PER NOTES; ALL GUYS TO BE FLEXIBLE o KEEP ROOTBALL MOIST AND PROTECTED AT ALL TIMES o HOLD CROWN OF ROOTBALL AT OR JUST ABOVE FINISHED GRADE o PROTECT ROOTS, TRUNK AND LIMBS FROM INJURY o BACKFILL TO BE SETTLED USING WATER ONLY - NO MECHANICAL COMPACTION o REMOVE ALL WRAP, TIES & CONTAINERS. REGARDLESS OF MATERIAL. o FERTILIZER IS .NOT RECOMMENDED. (2) 2D.P. STAKES (2" DIA. TREATED POLES). PLUMB ELASTIC CHAIN—L K TYPE OR RUBBER UYS TIED IN FiGURE EIGHT (NO WIRE); REMOVE AFTER ONE GROWING SEASON PROTECTIVE WRAPPING DURING SHIPMENT TO SITE & INSTALLATION REMOVE AT COMPLETION OF PLANTING TURF PLANTING;! PROVIDE 3' DIA. "NO GRASS" TREE RiNG & 3" DEEP MULCH iN WELL. MULCH: 1/2" - 1" SIZE HOLD BACK FROM TRUNK 8" TO 10" FINISHED GRADE PREPARE PLANTING BED PER SPEC'S; AT MIN., LOOSEN AND MIX SOIL TO 18" OR DEPTH OF ROOTBALL AND 4 TIMES BALL DIA REMOVE ALL WBAP, 71ES. AND CONTAINERS SCORE ROOTBALL AND WORK NURSERY SOIL AWAY FROM PERIMETER ROOTS. SPREAD ROOTS INTO EXCAVATION. SET BALL ON UNDISTURBED BASE OR COMPACTED MOUND UNDER BALL— PENETRATTON TO 24" DEPTH Deciduous Tree Detail (B and B, Less Than 3" Dia.) SCALE: NONE FINISHED GRADE AT 4:1 SLOPE MAX); 2.% SLOPE TYP. MIN.) CURB PER CML DRAWINGS (WAU< SIMILAR) 2" COMPALfEU DEPTH OF MULCH; 3" LOOSE (MINIMUM) TOPSOIL AS SPECIFIED FINISHED GRADE AT 3:1 SLOPE (MAX), 10:1 (MIN) PREPARED SUBGRADE 1" MAX. WITH COMPACTED MULCH) /\/\ N \/ 3"-4" COf�7iT10N Planter Section a SIDEWALK uLcHi OO art2N (CURB SIMILAR) SCALE: NONE NO LAWN SPECIFIED. AMENDED PLANTING SOIL PER NOTES (TOPSOIL) 2" MULCH (SETTLED), 3" LOOSE FINISHED GRADE LAWN EDGING PER PLAN 1 ,• " 1II 1IlIII=III. � 11111 111III =1I11E1I =1 I Planting Bed Adjacent to Lawn SCALE: NONE NO LAWN SPECIFIED. OVER EXCAVATE PARKING LOT PLANTERS TO LOOSEN COMPACTED SUBBASE OVER ALL AGRICULTURAL SOIL DEPTH OF 3 FEET COARSE TRANSITION FROM TOPSOIL TO SUBSOIL BERM HEIGHT 6" TYP. MIN. OR AS NOTED SOIL UNE: 3" IN MULCH, FLUSH IN TURF SUBGRADE TOPSOIL SETTLED (COMPACTED CONDITION) 0 0, m a Qin g n. 1 1/2" DRAIN AT LOW POINTS & 10' MAX. SPACING REMOVE EXCESS GRAVEL AND PAVING PAVING SECTION (DEPTH VARIES) 12" MAX. LIP Grading in Parking Lot Planters (Topsoil Prep.) SCALE: NONE BARK MULCH 2" MINIMUM COMPACTED DEPTH 1" MAX. TOP OF CURB TO TOP OF MULCH =1 Mulch at Curb CURB SCALE: NONE L CODE. W LIE\N EDIANCt A rawer, ten or" FLb 13` .,06 City Of Tukwila F3kgI fair;.MITS101%) RECEIVED CITY OF TUKWILA FE13 02 2096 PEnIVII T CENTEn ?A a STATE OF WASHINGTON REGISTERED ARCHITECT H. BRUCE McCRORY CERi1FICATE NO. 504 (VALID ONLY WITH SIGNATURE) N - 0 z z 0 z 3- 0 W ME <0 z O0 W/� z V Q ir Ca O O LV zco D Z W Q C z 0 d 4310 South 131st Place u! Tukwila, WA 98124 .2 c 0 P4 0 a U t co m a 0 0 v Date 1.1_-,5_-Q4 2 O (n w z w Q 2 0 CI ccz CV In CV CO CNI N CO CO CO (N4 C4 I:7 � I-- tcn NDN/'s NI•/' 2 O z w yJv e ¢ GON DK JOB #9822 Jab Number 0) 0 m r N LO M J File: P:\06000s\6719\engineering\6719-12.dwg Dote/Time: 04/21/2005 15:35 Scale: 1=96 bmccrory Xrefs: 7 / // SET SPRINKLERS AT VALVE #2 ON,R ED RISERS (1z TN / N OL Elral INTERIOR : 117VAC +/-10%, 60 Hz. : 26.5 VAC, 1.5 A. ION PER ELECTRICAL PLANS, E{ESIGNATED/ -7 R ON WEATHER 0OF EXTERIOR HEIGHT. PROVIDE NDUiT FOR IRRIGATION ACCESS CONTROLLER. N 2yV PER CTURER'S CONNECT1� STRUCTiONS. \ / • • 0 15 0. a 17 N 0 z° cc cc LANDSCAPE 0 w 0 z U LL 0 co 0 1w a w z c 0 0) s Cd OSSING IRRIGATION SHOWN DIAGRAMATILY FOR PLAN CLARITY. COMMON TRENCH AND PLACE EQUIPMENT IN/i.ANDSCAPE; MANIFOLD GROUPED VIN ADJACENT SHRUB AREA kiE�IBLE. • 4 BALL V AT END OF UNE ( 3 SPARE CONTROL WIRES Ma:AraE +s; H!tttI! Ill II�R► �lCrrfrrllll/.lErii IrlLCuili!/r!%b. 71r1rDl11i1rrI2M. • ' SI rrnurrrrlra __.__; t '...i1002100.0nSRntrrr6ira. \\ -111110MINION011111/1111110101WS. V. iiiiiigDRrii0Hiinr. \ "f rfHiriINSIaniiffiiir7.. 1RirrnlirnBrrNNIWOR .. '4 rrrrirlrrnFirintaliir.A. Mrrr1110000J0/10rrQrla ^ . ',lrrlrriiilEalrill'/lrr7/6 a'.. 711lrirrllrilliill.: 'i1/rrllirrrrrlr/.QW7 ��rr1r11i11� WIFIE./7ifre `7lrllrllrliWalttill 'IrlrrrrlfKrlltAl ut!P1S ` \ `�HiHffigNIrr'Jtrlr. frl.. nrllilrlrrl_<rrrrrnnN `rrrrrrrrNIMMNrr 1110b_ W#1Nilrrl reN00nnL��� \ii 1111r10000lrrrr'tS. V rrrrrrlrt'rsta..flhu. 'Miiir11r11Paarlrlarlait. \ 'Irr/pfilriltn anMnrr4 .• i'r/ rrfOaM \rilrirrlryrrlrrrrr%la. Vratff*DRf/afl%rars 7,lrriillfl flrrGrrirarrrlrrrlrl'trirll00/. `qlr 'rrnufl. iierrrr'IC nnw arlllliirlisirPrrll/r.:: �\ 1r1r11rrrr ir3111L1r ra '�lrlrrrrlri�Jrlrll6,.riltG-. \� \rl1irril0eL00110r'sriwk • WETLAND MITIGATION BY OTHERS 2" SLV g lnanr1rSrrrrrinw r �1Rilrrrrri WINI ns r' Vrrrrillirrriilrlr NOMMENRIMMIlr •mliilillizNIlrnv "�rrrrrrrrr } 'VW G� ' i EXISTING BUILDING FF=15.25± • /, ./ 7,/ r i i BENCH - FF NWLY BUILDING ENTRANCE ELEV=15.23' 1 t<c ir Za zit" ArZZ/ - yizzAtAtlan r, At 'nit EX. 48" CMP --- =--;� 12------r/—. IRRIGATION LEGEND/SCHEDULE (INCL. DRIP) SYMBOL DESCRIPTION P.O.C. SPRINKLER HEADS: TORO 570Z-4P/6P POP-UP FOR SPRAY HEADS; 4" POP ONLY IN TURF; RiSER (R) AS NOTED ON PLAN. DESIGNED FOR USE OF PCD'S (-PC) WITH 30-40 OPERATING PSI. USE STANDARD & 1 -FOOT LESS RADIUS FOR UNDER 30 PSI. MINIMUM SYSTEM OPERATING PSI OF 20. SIZE PRESSURE -COMPENSATING DEVICES (PCDs) PER CATALOG PERFORMANCE DATA. MIN. SQ/TRIA RADIUS SYMBOL NOZZLE (-PC: WITH PCD's PER CATALOG) PSI GPM (STD: PCD's PER CATALOG) PRECIP. COVER 9 ® 570Z- 10 F, TQ, TT, H, T, Q -PC 30 1.33, 0.99, 0.89, 0.66, 0.44, 0.33 1.28/1.48 10' ® 0 570Z- 4-551, 45 -SST, CST, EST -PC 30 0.88, 0.50, 0.86, 0.43 1.39 4'x30'/18'/15' b • TTORO RORO 252AIN SERIESSWITCH ANCONTAMINATIOND RESISTANT ELECTRIC ANGLE VALVES BYPASS 4 TORO "GREEN KEEPER" 4 STATION CONTROLLER W/ EXPANSION MODULE(S) OF +2, UP TO 12 STATIONS, AS NEEDED. WILKINS 850 - BALL VALVE (SIZE TO MATCH PIPE). CARSON INDUSTRIES #1730 (TWO AT P.D.C.) GRADE LEVEL VAULT WiiH BOLT LOCK UD O TORO 1" QUiCK COUPLING VALVE (QCV) AND KEYS; COMBINE WITH OTHER VALVES IN SQ.: BOX OR 10" DIA BOX WILKINS 950 )(LT - 1' DOUBLE CHECK VALVE (STATE APPROVED); TEST AND CERTIFICATION BY UCENSED BACKFLOW TESTER. PLASTIC BALL VALVE (MATCH UNE SIZE) IN 6" CAPPED SLEEVE MAINUNE - CLASS 200 PVC (18" COVER); SiZE PER PLAN LATERAL - CLASS 200 PVC (12" COVER); SIZE PER PLAN . SLEEVE - CLASS 160 (SDR -26) PVC; 24' MINIMUM COVER AT VEHICLE CROSSINGS; SIZE PER PLAN VALVE STATION NUMBER VALVE GPM VALVE SIZE NOTE NO PERMANENT IRRIGATION AT MACADAM. WATER AS NEEDED BY TRUCK THROUGH FIRST SUMMER. EX. POWER PLE (APPROX. LO ATION) 0 15 30 60 \ 1110\\\\\\\\\\\\` okiecoMPiSQ otionliga avoks‘''"a RECEIVED CITY OF TUKWILA I - E8 02?DOS PERMIT CENTE,n STATE OF WASHINGTON REGISTERED DSCAPE ARCHITECT ear H. BRUCE McCRORY CERnFlCATE NO. 504 (VAUD ONLY WITH SIGNATUR 9 2 co rc ^^ co 0 0 z 4310 South 131st Place o w she a� 0 0 0 cn 2 0 A 0 Date 11-15-04 D 0 w z LU N Q 0 0 o co z o, N O z W AZ - ,v sf GOay DK JOB #9822 Job Number 0) 0 (1) 76719—LB,z6719—tre,z6719—t,Z6719—s, O I I ai 0 0 0) N O Date/Time: 04/26/2005 File: P:\06000s\6719\engineering\6719-13.dwg Irrigation Notes REVISED 10/00 1. GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE A. INSTALLATION OF 11OV ELECTRICAL SERVICE FROM ELECTRICAL SOURCE TO AUTOMATIC CONTROLLER, INCLUDING WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR WILL MOUNT CONTROLLER PER DESIGN AND COORDINATE WITH GENERAL CONTRACTOR. B. INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(S). PROVIDE STANDARD THREADED STUBOUT WITH THREADED CAP ON DISCHARGE SIDE OF METER. STUBOUT TO BE INSTALLED APPROXIMATELY 18 INCHES BELOW FINISHED GRADE. C. VERIFICATION OF STATIC WATER PRESSURE AT POINT -OF --CONNECTION (P.O.C.) CONTRACTOR SHALL NOTIFY OWNER AND BARGHAUSEN CONSULTING ENGINEERS, INC., OF ANY VARIATION IN STATIC PRESSURE OVER 5 PSI GREATER/LESS THAN DESIGN PRESSURE. D. INSTALLATION OF SLEEVING. 2. SYSTEM HAS BEEN DESIGNED FOR 27 GPM AT 30 PSI. VERIFY STATIC PRESSURE. DSIGN IS FOR 60 PSI. 3. ALL WORK PER LOCAL CODES. INSTALLATION PER MANUFACTURER'S SPECIFICATIONS. 4. ALL VALVES 10 BE PLACED IN "CARSON" GRADE LEVEL BOXES WITH BOLT -LOCK UDS (OR APPROVED EQUAL). SET BOXES 1 INCH HIGHER THAN FINISH GRADE FLUSH WITH FINISHED • GRADES. 5. MAINLINE PIPE TO BE BURIED 18 INCHES AND LATERALS 12 INCHES BELOW FINISH GRADE. NO ROCK OR DEBRIS TO BE BACKFILLED OVER PIPE.. 6. HEAD AND UNE POSITIONING IS DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NECESSARY FOR ADEQUATE COVERAGE. VALVES SHALL BE POSMONED ADJACENT TO CURBS, IN SHRUB BEDS WHERE POSSIBLE. 7. PROVIDE OWNER WITH TWO (2) SETS "AS -BUILT" DRAWINGS AND OPERATOR'S MANUAL UPON COMPLETION. INSTRUCT OWNER AS TO PROPER WINTERIZATION OF IRRIGATION SYSTEM (BLOW OUT). 6. FAMILIARIZE FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 9. NO SPRINKLERS ON RISERS SHALL BE INSTALLED NEXT TO WALKS, STREET, AND/OR PAVEMENT. SPRINKLERS IN HAZARDOUS LOCATIONS SHALL BE FLUSH MOUNTED, POP-UP MODELS ONLY. IRRIGATION HEADS ON RISERS SHALL BE NOTED ON THE PLANS. 10. RADIUS REDUCTION SHALL BE MADE BY USE OF PRESSURE ADJUSTMENT, SCREENS, AND/OR ALTERNATE NOZZLES.IN-NOZZLE ADJUSTMENT IS LIMITED TO 10 PERCENT FOR SPRAY HEADS AND PER MANUFACTURER'S LIMITS FOR OTHER SPRINKLERS. SPRINKLER SPACING SHALL NOT EXCEED 60% OF THE DIAMETER OF THE PUBUSHED DATA. 11. ALL CONTROL WIRE SPUCES SHALL BE MADE AT VALVE BOXES WITH WATER TIGHT ELECTRICAL SPLICES, 3M, SCOTT'S LOCK SEAL TACK 3576-78, OR EQUAL. 12. EACH VALVE BOX TO CONTAIN A MINIMUM OF ONE (1) SPARE ORANGE CONTROL WIRE FOR JACKETED WIRE. ROUTE ONE SPARE WIRE FROM THE CONTROLLER TO THE LAST VALVE OF EACH MAINUNE BRANCH. COMMON WIRE SHALL BE WHITE. SINGLE STRAND WIRE SHALL BE A MINIMUM OF 14 GAUGE WITH SPARE WIRE TO BE YELLOW. 13. Ali ELECTRICAL EQUIPMENT SHALL BE U.L IE51tD AND APPROVED, AND SHALL BEAR THE U.L LABEL 14. PROVIDE MANUAL SHUT-OFF VALVE TO UNES ENTERING RIGHT--OF-WAY WHEN ZONED IN COMMON WITH PRIVATE LINES A MINIMUM OF 24 INCHES INSIDE PROPERTY UNE IN 6 -INCH DIAMETER VALVE BOX. 15. CROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE SHALL BE TESTED UPON THE ORIGINAL INSTALLATION. THE itsiING SHALT. BE PERFORMED BY A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW (ESTER. THE TEST REPORT SHALL BE SUBMITTED TO THE LOCAL WATER DISTRICT, OR PURVEYOR, AND OWNER WITH COPY TO BARGHAUSEN CONSULTING ENGINEERS, INC.. CONTRACTOR SHALL INCLUDE TESTING IN THE SCOPE OF WORK. OWNER IS RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INITIAL INSPECTION. 16. CONTRACTOR SHALL PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED WITHIN 90 DAYS OF NOVEMBER 1 FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PRECIPITATION CONDFT1ONS DETERMINE SERVICE NEED. 17. IRRIGATION SCHEDUUNG: THE IRRIGATION CONTROLLER CONTAINS A WATER BUDGET FEATURE. PERIODIC (WEEKLY) ADJUSTMENT OF THE WATER SCHEDULE IS INTENDED 70 BE DONE VIA BUDGET ADJUSTMENT. RE -ADJUST WATERING DAYS AT 100 PERCENT BUDGET WHEN ADJUSTMENT EXCEEDS 30%. SET CONTROLLER FOR HIGHEST ETo WATER SCHEDULE, BASED ON PUBLISHED LOCAL EVAPOTRANSPIRATION DATA. SYSTEM HAS BEEN DESIGNED FOR 50 TO 80 PERCENT DISTRIBUTION UNIFORMITY. TURF ZONES SHOULD BE SCHEDULED FOR 100 PERCENT REPLACEMENT FACTOR ON A TYPICAL MINIMUM 3 -DAY CYCLE. SHRUB ZONES SHOULD BE PROGRAMMED AT 40 TO 70 PERCENT OF THE MONTHLY TURF WATER REQUIREMENT ON A ONCE PER WEEK CYCLE. ALL WATERING IN EXCESS OF THE LOCAL ETo ("FIELD RECHARGE") SHALL BE COMPLETED DURING THE CONSTRUCTION PHASE WHILE THE CONTRACTOR IS ON THE JOB SITE. OVER WATERING OF LANDSCAPE DUE TO CONTROLLER TIMING SHALL BE GROUNDS FOR CONTRACTOR TO REPAIR ANY RESULTANT DAMAGES AT HIS OWN EXPENSE. 18. SUBSTITUTION OF IRRIGATION MATERWL/EQUIPMENT SHALL BE MADE ONLY UPON WRITTEN APPROVAL OF OWNER'S REPRESENTATIVE. 19. ALL TURF ZONES SHALL PASS A MINIMUM DISTRIBUTION UNIFORMITY OF 62 PERCENT, AS IESIWD THROUGH AN IRRIGATION ASSOCIATION CERTIFIED WATER AUDIT. MARLEX NIPPLE LATERAL 6" CLR. OF OBSTRUCTION SCH 80 RISER / FINISH GRADE MANUFACTURER'S LIMITS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. FIXED RISER ASSEMBLY SCH 40 PVC TEE SxSxT NOT TO SCALE OUBLE CARSON GRADE LEVEL VALVE BOXES WILKENS 600 PRES. REDUCING VALVE AS NECESSARY - T X S COUPLING: CONTR. TO PROVIDE THREADED FTG. AND CAP 5 ON DISCHARGE SIDE OF METER. SCH 80 PVC UNION DOUBLE CHECK VALVE PER DETAIL SCH 80 PVC UNION QUICK COUPLING VALVE (BLOWOUT) METER PER CITY STANDARDS ME1tH STOP PVC PER CITY SIDS. THE BACKFLOW DEVICE SHALL HAVE 6" MINIMUM UNOBSTRUCTED CLEARANCE ON ALL SIDES POINT OF CONNECTION (P.O.C.) DETAIL z U NOT TO SCALE FINISH GRADE PLASTIC VALVE BOX (10" DIA.) QUICK COUPUNG VALVE 1 C.U. FT. 7/8" GRAVEL SUMP MARLEX ELL (TYP.) MARLEX NIPPLE SCH 40 PVC SXSXT TEE QUICK COUPLING VALVE NOT TO SCALE IBEEKH COMMON TOPSOIL (FINISH GRADE) PAVING SECTION PER CML PLANS COMPACTED BACKFILL AT 90% DENSITY (TOPSOIL BACKFILL) AT 95% DENSITY (STRUCTURAL) PVC LATERAL SLEEVE(S) ALT. WIRE SLEEVE PVC MAINUNE VALVE WIRING PIPE BED MATERIAL TO BE CLEAN & FREE OF ROCK LARGER THAN 1/2" * SLEEVING MATERIAL SHALL BE PVC CLASS 160(SDR-26). * DIMENSIONS ARE MIN. CLEARANCES. * ALL IRRIGATION SLEEVING TRENCH BACKFILL MATERIAL SHALL BE CLASS "B" OR BEI ILK (MAX. ,OF 10% PASSING N0.40 SCREEN) AND BE COMPACTED TO MIN. 95% OPTIMUM DENSITY PER ASTM D-1557-70 (MODIFIED PROCTOR) SLEEVE/TRENCHING DETAIL NOT TO SCALE 6"/12" POP AT SHRUBS 4" POP AT TURF SPRINKLER FLUSH AT LAWN & FLUSH WITH MULCH LINE SPRINKLER MARLEX NIPPLE 4• 6" CLR. OF OBSTRUCTION 1 LATERAL I MANUFACTURER'S UMFTS PREVAIL FOR INSTALLATION AND ADJUSTMENTS. PROVIDE SWING JOINT RISERS AT WALKS AND CURBS. 24" FLEXIBLE RISERS ACCEPTABLE ELSEWHERE. POP-UP RISER ASSEMBLY MULCH CONDITION FINISH GRADE ADJUST ANGLE AT SLOPE COVERAGE CONDITIONS. 50% OF SLOPE ANGLE (EYP) NOT TO SCALE LEX 90' ELBOW SCH 40 PVC TEE SxSxT (SIDE INLET ONLY) EQ EQ =1 V WATER SERVICE FROM MEItN DOUBLE GRADE LEVEL BOXES SIZE TO PERMIT 12" MIN. CLR. FROM WALLS TO TEST COCKS; BOLT LOCK UD. DOUBLE CHECK VALVE (STATE APPROVED ASSEMBLY) RESILIANT SEATED VALVES & TEST COCKS; INSTALL ASSEMBLY AS SHOWN OR THE TEST COCKS IN HORIZONTAL POSITION, PER LOCAL REQUIREMENTS. PVC MAINLINE PER PLAN SCH 80 NIPPLE & FEMALE ADAPTER UNION AT EACH SIDE OF VALVE SCH 80 PVC SCH 80 NIPPLE (EYP.) D 0 � BLOCK AS NECESSARY WITH BRICKS OR CONC. BLOCKS AT BASE OF VAULT • G GRAVEL SUMP -7/8" WASHED GRAVEL 0 OC I 1 1I1 III- NOTE: INSPECTION OF COMPLETED ASSEMBLY -1 I=I I -I • BY CERTIFIED TESTER REQUIRED. CHECK VALVE ASSEMBLY NTS 0 0 E b S FINISH SCH 80 NIPPLE SCH 80 SXT 90' ELBOW SCH 60 NIPPLE ILII LII h11111 LT1 :I I T o'O DO( p00c 7Oo o0oO �00 �Oa O°o Oho C'� 0O o0 0 NOTES: c PVC MAINUNE -� \ MAIN UNE FTI11NG SCH 40 SUP TEE WIRE WITH WATERPROOF WIRE CONNECTOR PLASTIC CONTROL VALVE BOX WITH COVER (10" DIA.x12" MIN.) PVC LATERAL TO SPRINKLERS PVC SCH 80 NIPPLE AND FEMALE ADAPTOR REMOTE CONTROL VALVE; BODY CLEAR OF SUMP 1 C.F. 7/8" GRAVEL SUMP -PROVIDE EXTRA COILS (18") OF EACH WIRE IN VALVE BOX - TAPE WIRE TOGETHER EVERY 20 FT. - MIN. 6" DEPTH, 7/8" WASHED GRAVEL UNDER EACH VALVE - COMPACT SOIL AROUND VALVE BOX - USE TEFLON OR FLOWABLE SEALANT IN ALL THREADED FITTINGS, PER MANUFACTURES SPEC'S. REMOTE CONTROL VALVE NOT TO SCALE * ELECTRICAL: 24 VAC; INSTALL. PER MFR'S SPECS. * SET ADJUSTMENT AT 1/4" RAINFALL. TO INTERRUPT SOLENOID CIRCUIT 6" . MOUNT ON WEATHER EXPOSED WALL. 8' ABOVE GRADE. . PROVIDE 1/2" GALV. ELECT. CONDUIT TO CONTROLLER . "MINI CLIK II" RAIN SENSOR BY GLEN -HILTON PRODUCTS, RICHMOND, VA. RAIN SENSOR DETAIL (WALL MOUNT) NOT TO SCALE bD445-- 6. cogtCONIP1sormaramn �ANC' FEB 1 BOOB RECEIVED CITY OF TUKWILA FE8 02 201)0 PEHMII UENFEh STATE OF WASHINGTON REGISTERED E ARCHITECT H. BRUCE McCRORY CERTIFICATE N0. 504 (VALID ONLY WITH SIGNATURE) NEW WAREHOUSE/OFFICE - NORMED Tukwila, Washington NORMED - SHAW PARTNERSHIP U ca 0 0, t y-4 O 0) 0 Tukwila, WA 98124 i c N 0 0 x m m 0 0 c 0 o o m 0 0 m r V a o Q 0 18215 72ND AVENUE SOUTH M N N CO N r - co 1 1 3r N N Z N gi 0 0 zw aQ o� a ww z� a' Z z LJ 0 u, *'34,/S b� (-5 z w 2 S' e @ Cpl, DK JOB .9822 Job Number s rn 10 04/21/2005 15:39 Scale: 1=96 bmccrory Xrefs: Z6719—LB, File: P:\06000s\6719\engineering\6719-14.dwg Dote/Time • VICINITY. MAP N.T.S. $ WALL EX I BIT A POPTIO\ OF ,THE \W 1/4 OF THE NE 1/4 OF SEC. 15, T. 23, P. CITY: OF TUKWILA, KI\G COUNTY, WASHItiGTON tib 1 '=30' 0 15 30 60 NEW :I ILDIN FF=1 EXISTING BUILDING FF="5.25 / /, / , , , / / / / / / / RECHANNELED STREAM • • / • • / �- 16r or Vfei,�� +}�'�� � / �'�� /�i �/ % to,*�-� : f �' .....ssilAttititar—alwat."-a—ammi- -.we 1 R . r ;tc-Zr.Wdrif-t r ta r AS iik# Ir �1�����;Mk *'11�''i1i'l!� ,``ri��;v"W 115.08II���•'�"���IFF �```_ OZ �� r)�t�� — — — III-�• 75.1 ��/�-___--______ ��1✓_- - NEW E' HIGH FENCESOT53'561y iil�____ ________ 220.lik-----_.--__-.__- „ NEW 6' HIGH FENCE 11 __________________________________________________ �� AC AD AM � FINAL SLOPE ND o a L BE�6>.�R£li TORTH AMERICAN I__ 40�-`-� GREEN C125 DOU6LE NET COCONUT BLANKET (OR EQUAL) TREES TO BE REMOVED TREES TO BE SAVED NOTES: EXISTING TREES TO BE SAVED. TREES TO BE PROTECTED PER DETAIL ON SHEET 4 OF 5 WETLAND MITIGATION PLAN 1. PRIOR TO EXCAVATION, CONTRACTOR SHALL DIG AND STORE EXISTING FLAGGED PLANS. PLANTS TO BE SALVAGED WILL BE FLAGGED BY THE PROJECT BIOLOGIST; PROVIDE THREE DAYS NOTICE PRIOR TO BEGINNING EXCAVATION. COMPACTOR 15 RESPONSIBLE FOR STORING AND WATERING THE SALVAGED PANTS UNTIL THEY ARE REPLANTED. 2. 3. 4. THE TOP 12. OF SOIL IN THE EXISTING WETLAND AREA SHALL BE REMOVED ANO DISPOSED OFF-SITE PER THE EXCAVATION NOTES 1 THROUGH 4 ON SHEET 3. ALL EARTFI WORK OPERATION SHALL BE IN ACCORDANCE WITH GEOTECHNICAL REPORT PREPARED FOR THE PROJECT BY TERRA AND ASSOCIATES INC. DATED NOV. 7, 2005. ONCE FINAL SLOPES ARE ESTABLISHED, THE EXPOSED SOILS SHALL BE SEEDED AND COVERED WITH AN EXTENDED -TERM EROSION CONTROL BLANKET PER GEOTECH ENGINEER RECOMMENDATION. EXISTING TREES TO BE SAVED. TREES TO PROTECTED PER DETAIL ON SHEET 4 OF 5 WETLAND MMGATION PLAN 0 o r 0 )0445 -- CALL BEFORE YOU DI 1-800-424-5555 w 0 0 J V1 ~ Z a J J O 0 z 0 w U S0 d W it "_ o a wCCCC w 0 o 0 LA o 0 . a 0' s J Y to to - 0 w OL WALL EXHIBIT 0 NORVIED WAREHOUSE DEVELOPMENT PO BOX 3644 � CD 't J O) z 0 C0 z_ O eNW H Q U) 242-8228 0 0 ce0- c 0 a 0 0 z Date 10/13/04 in Li 2 C7 0 I— 2 5 D 2 Es O N �N a4 W X Z tC•14- Z 113 wzWN0 - Dir rn¢N N Z`z- z .r F- L,7 cjLLI w Y —'- 001 a L EXPIRES 9/23/07 h AD111411110 111111 OLF S014 ADOLFSON ASSOCIATES, INC. Environmental Solutions 5309 Shilshole Ave, NW Seattle, WA 98107 P: (206) 789-9658 F: (206) 789-9684 NOT TO SCALE File name: barghausen.dwg Date: 4/27/05 mbe Revised: 11/8/05 mbe MAP DATA ARE THE PROPERTY OF THE SOURCES LISTED BELOW. INACCURACIES MAY EXIST, AND ADOLFSON ASSOCIATES, INC. IMPLIES NO WARRANTIES OR GUARANTEES REGARDING ANY ASPECT OF DATA DEPICTION. SOURCE: BARGHAUSEN CONSULTING ENGINEERS &27/04 (site plan and gmding plan) p COMP IN'sAonontICII r Li :t WETLAND MITIGATION GRADING PLAN NORMED WAREHOUSE AND OFFICES NORMED DEVELOPMENT -EB 13 70'N I RECEIVED CITY OF TUKWILA FEB 027Wr,8 PEFtIVH 1 UtN i Eri SHEET NO. 1 OF 5 PLA\ SYMBOL Trees: M B Dog DH 0 Crab BC Q DF HW PW Sit CD H Shrubs: 0 0 e O pc R E 0 Seed Mix: Seed sc SCIENTIFIC NAME Acer macrophyilum Betula papyrifero Cornus nuttallii Crataegus douglasii Fraxinus latifolia Malus fusca Populus balsamifera Populus tremuloides Pseudotsuga menziesii Salix hookeriana Solix lucida Salix sitchensis Thuja plicate Tsuga heterophylla Acer circinotum 1.1L Cornus stolonifera Gaultherio shallon Lonicera involucrata Mahonia aquifolium Polystichum munitum Prunus emarginata Ribes lacustre Rosa gymnocarpa Rosa nutkana Rubus spectobilis Sambucus racemosa Symphoricarpos albus all areas of disturbed soil, 45#/acre. Alopecurus geniculatus Agrostis oregonensis Festuca rubra COMMON NAME Big --leaf maple Paper birch Pacific dogwood Douglas hawthorn Oregon ash Western crabapple Block cottonwood Quaking aspen Douglas fir Hooker's willow Pacific willow Sitka willow Western red cedar Western hemlock Vine maple Red—osier dogwood Salal Black twin—berry Tall Oregongrope Sword fern Bitter cherry Prickly currant Baldhip rose Nootka rose Solmonberry Red elderberry Common snowberry Water Foxtail Oregon bentgrass Red Fescue QUAN11TY SIZE NOTES 33 24 9 30 31 35 26 26 38 37 19 11 22 17 1 gal./5 gal. 2 gai. 2 gal. 1 gal. 1 gal./5 gal. 2 gai. 1 gal. 1 gal. 1 gal./5 gal. 1 gal. 1 gal. 1 gal. 1 gal./5 gal. 1 gal./5 gal. 64 2 gal. 63 1 gal. 72 1 gal. 87 1 gal. 69 1 gal. 151 1 gal. 21 1 gal. 82 1 gal. 108 1 gal. 74 1 gal, 199 1 gal. 27 1 gal. 76 1 gal. 60% composition 30% composition 10% composition every 5th plant is 5 gal. every 5th plant is 5 gal. every 5th plant is 5 gal. every 5th plant is 5 gal. every 5th plant is 5 gal. 3' on center 3' on center 3' on center EXISTING CULVERT IE=7.8 ethdtto _ rn7no t*w _ - �"`oy>vit , R a , ��ii~"►��1af"bii itC:rrab .;ii•or �t�.�.�i•�� len..w- Wi.t f. / ►te^�'� 1�rA.l id Yom�+n /0-/�O.f��a►itrig .oldi'►y%e "eirTlrcn �"� ifPy ,1� fr ;v tvideri S. 130TH STREET MACADAM ROAD ReBVIED F®� cE CODE CD�1 IN eivmonuen 1- tti 13 7"oi , D�- I� RECEIVED CITY OF TUKWILA FEB 02 2006 PCHMI i ChM Fhb ADOLFSON ASSOCIATES, INC. Environments! Solutions 5309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 789-9658 F: (206) 789-9684 0 15 30 60 SCALE 1"=30' File name: planting.dwg Date: 10/27/04 mbe Revised: 11/8/05 mbe MAP DATA ARE THE PROPERTY OF THE SOURCES LISTED BELOW. INACCURACIES MAY EXIST, AND ADOLFSON ASSOCIATES, INC. IMPLIES NO WARRANTIES OR GUARANTEES REGARDING ANY ASPECT OF DATA DEPICTION. SOURCE: BARGHAUSEN CONSULTING ENGINEERS 8l27A04 (site plan and grading plan) STATE OP WASHINGTON REGISTERED LANDGCA'E ARCHITECT MARK a EPSTEIN CERTIFICATE NO. 701 WETLAND MITIGATION PLANTING PLAN NORMED WAREHOUSE AND OFFICES NORMED DEVELOPMENT SHEET NO. 2 OF 5 WETLAND/STREAM RESTORATION NOTES PERMITTING 1. STREAM RESTORATION CONSTRUCTION MUST ADHERE TO ALL REQUIREMENTS AND PROVISIONS STATED IN THE FOLLOWING TWO DOCUMENTS; A) HYDAULIC PROJECT APPROVAL, DATED JUNE 10, 2005 FROM THE WASHINGTON DEPARTMENT OF FISH AND WILDLIFE. NOTE REQUIREMENTS FOR NOTIFICATION, FLOW BYPASS, CHANNEL REALIGNMENT, FISH REMOVAL, EROSION AND SEDIMENT CONTROL, AND SEASONAL LIMITATIONS. B) NORMED WAREHOUSE/OFFICE BIOLOGICAL EVALUATION, DATED MARCH 2002, PREPARED BY ADOLFSON ASSOCIATES. PARTICULARLY NOTE SECTION 6.6, RECOMMENDED CONSERVATION MEASURES. EXCAVATION 1. PRIOR TO THE START OF EXCAVATION, THE CONTRACTOR SHALL PROVIDE INFORMATION REGARDING WHERE THE EXCAVATED MATERIALS WILL BE DISPOSED. CONTRACTOR SHALL PROVIDE EVIDENCE THAT THE MATERIAL WAS DISPOSED OF AT THE LOCATION INDICATED. 2. THE TOP TWELVE INCHES (12") OF SOIL SHALL BE REMOVED FROM THE ENTIRE EXISTING WETLAND AND DISPOSED OFF-SITE TO REMOVE ALL REED CANARY GRASS AND SEED BED. 3. CONTRACTOR SHALL TAKE ALL PRACTICABLE MEASURES TO AVOID COMPACTION DURING EXCAVATION AND WEED REMOVAL. INVASIVE WEED REMOVAL WITHIN TREE PROTECTION AREAS SHALL BE DONE BY HAND. 4. PROJECT BIOLOGIST SHALL BE PRESENT DURING WETLAND EXCAVATION FOR REED CANARY GRASS REMOVAL, PROVIDE THREE DAYS NOTICE BEFORE COMMENCING EXCAVATION WORK. STAKING 1- CONTRACTOR SHALL STAKE STREAM CENTERLINE AND TOP OF BANK PRIOR TO STREAM EXCAVATION FOR APPROVAL BY THE PROJECT BIOLOGIST. GRAVEL 1. THE GRAVEL MIX SHALL. BE PLACED A MINIMUM OF 12" DEEP, FROM EACH ROOTWAD TO 10' DOWNSTREAM, AS DIRECTED BY THE BIOLOGIST TO FORM A NATURAL STREAM BOTTOM. THE ROCK SHALL BE PLACED IN A MANNER SUCH THAT ALL RELATIVELY LARGE STONES SHALL BE ESSENTIALLY IN CONTACT WITH EACH OTHER AND ALL VOIDS FILLED WITH THE SMALLER MATERIALS TO PROVIDE A WELL -GRADED, COMPACT MASS. 2. GRAVEL SHALL BE PROVIDED IN THE FOLLOWING SIZES: <.25" DIAMETER -10 % BY VOLUME .25"-1.5" DIAMETER - 40 % BY VOLUME 1.5"-3" DIAMETER - 35 % BY VOLUME 3"-4" DIAMETER -15 % BY VOLUME 3. THE CONTRACTOR SHALL CLEAN THE BOULDERS OF ALL DIRT AND LOOSE DEBRIS PRIOR TO PLACING THEM INTO THE STREAM. TOPSOIL 1. TOPSOIL SHALL BE A MIX OF SIX INCHES (6") OF IMPORTED TOPSOIL WITH AN ORGANIC CONTENT OF AT LEAST 30 % AND SIX INCHES (6") OF IMPORTED COMPOST (CEDAR GROVE COMPOST, OR APPROVED EQUAL) EVENLY SPREAD OVER THE ENTIRE WETLAND AREA OR AS DIRECTED BY THE PROJECT BIOLOGIST. TOPSOIL MIX SHALL BE MECHANICALLY WORKED INTO THE TOP 12" OF REMAINING SOIL IN TWO, SIX-INCH LIFTS . COMPOST SHALL NOT BE PLACED WHEN THE GROUND OR TOPSOIL I5 FROZEN, EXCESSIVELY WET, OR IN A CONDITION DETRIMENTAL TO THE WORK. 4 WILDLIFE CROSSING SIG SEE DETAIL SHEET 3 NGPA SIGN SEE DETAIL SHEET 4 EXISTING CULVERT IE=7.8 4- n WILDLIFE CROSSING ZON E 12° MIN. 12°XI 2° ALUMINUM SIGN WfTH Willie REFLECTIVE BACKGROUND. INSTALL IN LOCATIONS SHOWN ON THE PLANS. 4X4 PRESSURE TREATED WOOD POST W1T11 112° CHAMFER AT TOP SLOPE CONCRETE TO DRAIN AWAY FROM POST CONCRETE COLLAR 6' DEEP OF CRUSHED ROCK WILDLIFE CROSSING SIGNS N.T.S. UNANCHORED LARGE WOOD SEE DETAIL SHEET 4 63 STREAM CHANNEL BOULDER SEE DETAIL SHEET 4 130TH STREET Ui MACADAM ROAD Do4,415- - Rp��Mp Ncr co .00,0%.,c0 RECEIVED CITY OF TUKWILA FES 0 2 /LL PERMIT cENrah ADOLFSON ASSOCIATES, INC. Environmental Solutions 5309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 789-9658 F: (206) 789-9684 AD OLF SON 0 15 30 60 SCALE 1"=30' File name: planting.dwg Date: 4/27/05 mbe Revised: 11/8/05 mbe MAP DATA ARE THE PROPERTY OF THE SOURCES LISTED BELOW. INACCURACIES MAY EXIST, AND ADOLFSON ASSOCIATES, INC. IMPLIES NO WARRANTIES OR GUARANTEES REGARDING ANY ASPECT OF DATA DEPICTION. SOURCE: BARGHAUSEN CONSUL77NG ENGINEERS 827/04 (site plan and grading plan) STATE OP WASFNC ON REGISTERED W+CSGPE AFGNrtECT MARK B. EJ-'MUN EERTIFCATE NO. 701 STREAM RESTORATION PLAN NORMED WAREHOUSE AND OFFICES NORMED DEVELOPMENT SHEET NO. 3 OF 5 GE\E�AL \OT -S A\9 SlC FICAT O\S ROOT WAD PLA ORIGIN 1. PLANT AREA HANDLING 1. PLANTS BRUISING, COVERED MANNER SOIL IN STOCK PLANT. \TING MATERIALS SHALL BE NATIVE PLANTS, NURSERY GROWN IN THE PUGET SOUND OF WASHINGTON. SHALL BE HANDLED SO AS TO AVOILD ALL DAMAGE, INCLUDING BREAKING, ROOT DAMAGE, SUNBURN, DRYING, FREEZING OR OTHER INJURY. PLANTS MUST BE DURING TRANSPORT. PLANTS SHALL NOT BE BOUND WITH WIRE OR ROPE IN A THAT COULD DAMAGE BRANCHES. PROTECT PLANT ROOTS WITH SHADE AND WET THE TIME PERIOD BETWEEN DELIVERY AND INSTALLATION. DO NOT LIFT CONTAINER BY TRUNKS, STEMS,OR TOPS. DO NOT REMOVE FROM CONTAINERS UNTIL READY TO WATER ALL PLANTS AS NECESSARY TO KEEP MOISTURE LEVELS APPROPRIATE TO THE :;104,... Ni . -;4177-3-- :: ••, 'P'-;•tm..41s*: ....,fr: .;..cam;.._" ' �'s:'>: / r '<i ; ,J* 4 -Vi "; :; ;=: Western Embed resist Kedcedar or Douglas stern far enough into bank movement. Fir. to -`'r . ; fes: SCARIFY ROOTBALL 2-4" LAYER OF BARK MULCH IN 30" AND SPREAD ROOTS CIRCLE AROUND TREES & SHRUBS. KEEP 2" AWAY FROM STEMS EROSION CONTROL BLANKET, SUT FOR CONSTRUCT 2" WATERING BASIN PLANT INSTALLATION FINISH GRADE 1 O' _ _7�' .'I' -^'I,' •, II- �.../�4�. T '; 3' ' 'I %•" / a=IP II-._ - �.. = - / r.. .....` -► "` i� _ ' �P <>:>s:x:" 11-Ir11:-II-1i=11= -----iLar _ _ =="=11- ROOTBALL DEPTH -ii-ii-ii-ii-il- =11=1I=II-II 11-11.= 11=11 1-11-11-11-11-11= BACKFILL TO BE 2/3 SOIL EXCAVATED 1III='II ,1 -FROM PLANTING PIT AND 1 3 CEDAR L=11=.11=1 / ii=u= GROVE COMPOST OR EQUAL SPECIES HORTICULTURAL REQUIREMENTS. PLANTS SHALL NOT BE ALLOWED TO DRY OUT. ALL -- 4 I .,:,;;,:�,; 11= [=11.=. 711 11:=h-�., L= -11-11-1,_._ ''1� PLANTS SHALL BE WATERED THOROUGHLY IMMEDIATELY UPON INSTALLATION. SOAK ALL L Ohl/ CONTAINER -GROWN PLANTS THOUROUGHLY PRIOR TO INSTALLATION. BARE ROOT PLANTS SUBJECT SHALL 44,... Sr mow. v F3A5E FLOW -11- -.IL=ICII:• li- =n=n=�1=iL-1rn=Ti" i --1f SCARIFY EDGES OF PLANTING HOLE TO ALLOW FOR ROOT PENETRATION ROOTBALL �- \ ID.� tootow wIR _ diosto---"" ARE TO THE FOLLOWING SPECIAL REQUIREMENTS AND NOT BE USED UNLESS PLANTED BETWEEN NOVEMBER 1 AND MARCH 1, AND ONLY WITH THE PERMISSION OF THE 1.�� `' �� 2X COMPACT SOIL UNDER WETLAND BIOLOGIST. BARE ROOT PLANTS MUST HAVE ENOUGH FIBROUS ROOT TO INSURE PLANT SURVIVAL. ROOTS MUST BE COVERED AT ALL TIMES WITH MUD AND/OR WET STRAW, MOSS, OR OTHER SUITABLE PACKING MATERIAL UNTIL TIME OF INSTALLATION. PLANTS LOW FLOW CHANNELMEANDERS \ LOW FLOW CHANNEL WTI -11N ROOTBALL DIAMETER SECTION WHOSE ROOTS HAVE DRIED OUT FROM EXPOSURE WILL NOT BE ACCEPTED AT INSTALLATION INSPECTION. COIR LOG Secure STREAM CHANNEL STREAM CHANNEL SECTION N.T.S. IRRIGATION 1. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE WATETO SUSTAIN NELY NSTAD PLANTS FOR THE DURATION OF THE WARRANTY PERIODR WLL ECONTACTOR SHALL PROVIDE TEMPORARY IRRIGATION PRIOR TO BEGINNING PLANTING. CONTRACTOR MAY PROVIDE ALTERNATIVE IRRIGATION METHODS ONLY WITH APPROVAL OF THE PROJECT BIOLOGIST. DAMAGED PLANTS with stakes. UNANCHORED LARGE WOOD INSTALLATION N.T.S. TREE/SHRUB PLANTING N.T.S. 1. DAMAGED DRIED OUT, OR OTHERWISE MISHANDLED PLANTS WILL BE REJECTED AT INSTALLATION INSPECTION. ALL REJECTED PLANTS SHALL BE IMMEDIATELY REMOVED FROM THE SITE. ROOT WAD with 8' rein. trunk attached. PLANT NAMES 1. PLANT NAMES SHALL COMPLY WITH THOSE GENERALLY ACCEPTED IN THE NATIVE PLANT NURSERY TRADE. ANY QUESTION REGARDING PLANT SPECIES OR VARIETY SHALL BE REFERRED TO THE WETLAND BIOLOGIST. PLANT SUBSTITUTIONS 1. PLANT SUBSTITUTIONS ARE NOT PERMITTED WITHOUT THE PERMISSION OF THE WETAND BIOLOGIST. SAME SPECIES SUSTITUTIONS OF LARGER SIZE DO NOT REQUIRE SPECIAL PERMISSION. HOWEVER, SMALL PLANTS OFTEN EXPERIENCE LESS TRANSPLANT SHOCK AND MORE QUICKLY TO SITE CONDITIONS RESULTING IN A HIGHER SUCCESS RATE. AS CONDITIONS, SUCH, SMALLER PLANTS WILL BE APPROVED AS SUBSTITUTIONS BASED ON CERTAIN SITE-SPECIFIC CONDITIONS (TREES NOT LESS THAN 1 GALLON SIZE HOWEVER Tip diameter to be 12 - 18 ' /_. ANGULAR BOULDERS wsTAUATION ANGLE a It ". 'yaw, SCARIFY ROOTBALL 2-4" LAYER OF BARK MULCH IN 30" CIRCLE AND SPREAD ROOTS AROUND TREES & SHRUBS FINISH GRADE - EROSION CONTROL BLANKET, SLIT FOR PLANT INSTALLATION PLANT -d="11 IL IL_n=11-11=11.ADAPT -i1=11-11=.n= _�-�•�R�'•- EDGE OF STREAM CrIANN ` Nit*Wier PLAN 2 MAN ROCK - NATURAL FIELD STONE CONSTRUCT 2" WATERING BASIN '`li'°ir°i1=:ir 1 111=u=IL= J -11:1i-, •: ::?:;a111iIL�lll _:. n-ii=i1 24" MIN. 1.5 X ROOTBALL DEPTH DEPTH•-o'--In:°n°i1�l:i d".I; =ii=n.• : ,,-u- BACKFILL TO BE 2/3 SOIL EXCAVATED ;n11=JI Vii,=u FROM PLANTING PIT AND 1/3 CEDAR 114-1111 GROVE COMPOST OR EQUAL QUALITY AND CONDITION 1. PLANTS SHALL BE NORMAL IN PATTERN OF GROWTH,HEALTHY,WELL BRANCHED,30 � ` " BURY STONES MIN. t 2 BELOW z N r°11- Akalla FINISH GRADE, WITH WIDEST POINT OF STONE BELOW GRADE. .=11 u-11= 11 a=II11 1.1 ,E a"Ii:Ill1 d=II II II II II 11 .11 L ._ 11=JI=.n-n.=.It.=.111L=11-n=u-u--„-11= 11 SCARIFY EDGES OF PLANTING HOLE TO VIGOROUS, WITH WELL-DEVELOPED ROOT SYSTEMS,AND FREE OF PESTS AND DISEASES. PON -i �.. ,• .,re .. .. ._ - • - -' `' DAMAGED, DISEASED, PEST -INFESTED, SCRAPED, BRUISED, DRIED OUT, BURNED, BROKEN, OR �u=.11= 111:II:u=ii=1i ill=]1 111-�i ALLOW FOR ROOT PENETRATION DEFECTIVE PLANTS WILL BE REJECTED. PLANTS WITH PRUNING WOUNDS OVER 1 IN DIAMETER WILL BE REJECTED. ROOTS 1. ALL PLANTS SHALL BE BALLED AND BURLAPPED OR CONTAINER -GROWN, UNLESS EXPLICITLY AUTHORIZED BY THE WETLAND BIOLOGIST. ROOTBOUND PLANTS OR B&B PLANTS sa Jg=.ai18► � COIR LOG.- . 4t / Install at toe under -/ I- r_r HIL=.IL=111I= _ COMPACT SOIL UNDER ROOTBALL - - _ -I _ _ _ - LEI I --I I I -III _ = FINISH GRADE -I I- - -! I -- -III -_ I I I I _ _ _ _T- I F 2X -I i HI I- I � 1-i I -III -III -III -I i I --I 11-I I1 I= f I ---i I -� I -I I i ROOTBALLX i i I SECTION STREAM CHANNEL BOULDERS N.T.5. DIAMETER SECTION REVIEWED FOR CODE COMPLIANCE AIITWAIDeartl'y, WITH DAMAGED, CRACKED OR LOOSE ROOTBALLS (MAJOR DAMAGE) WILL BE REJECTED. IMMEDIATELY BEFORE INSTALLATION, PLANTS WITH MINOR ROOT DAMAGE (SOME BROKEN AND/OR TWISTED ROOTS) MUST BE ROOT -PRUNED. MATTED OR CIRCLING ROOTS OF .r logs. See root wad installation profile. TREE/SHUB SLOPE PLANTING N.T.S. FEij 1 245 CiW kitIOW/Vila1. CONTAINER -GROWN PLANTINGS MUST BE PRUNED OR STRAIGHTENED AND THE SIDES OF THE ROOT BALL MUST BE ROUGHENED FROM TOP TO BOTTOM TOA DEPTH OF APPROXIMATELY HALF AN INCH IN TWO TO FOUR PLACES. PLANTING GRUB AND REMOVE EXISTING GRASSES AND HERBS FROM EACH PLANTING PIT TC) EXTEND -' STREAM FLOW UNANCHORED LARGE WOOD DETAIL N.T.S. 6 INCHES BEYOND THE WATERING BASIN CIRCLE. MAINTAIN EXISTING VEGETATION 2 FEET BEYOND PLANTED PLOT. 1 I , 1 �. NOTES r'-1 2. THIS PLANTING PLAN IS DESIGNED TO REPLICATE NATURAL PLANT COMMUNITIES IN NAT1VE GROWTH PROTECTION AREA PROTECTION OP THIS 12'X18° ALUMINUM SIGN WITH WHITE SPECIES COMPOSITION AND ARRANGEMENT. EVEN SPACING AND STRAIGHT -ROW PLANTING NATURAL AREA ISIN',Qua ARE NOT DESIRED WITHE EXCEPTION OF THE EMERGENT AND LIVE STAKE PLANTING. 3. ACTUAL PLANTING LOCATION TO BE DETERMINED BY FIELD CONDITIONS. INSTALL CARE ALTERATION OR DISTURBANCE PROHIBITED PURSUANT TO iNc C„APTa,SA& TUKWI CALL PORMTHE CITY OP 't'° POR MORE INEORIunoN. \\ - REFLECTIVE BACKGROUND. INSTALL IN LOCATIONS SHOWN ON 111E PLANS. SEE SHEET 5 FOR SIGN TEC. \ `\ //I r `/ 1 . G' HIGH TEMPORARY CHAINUNK FENCE SHALL BE PLACED AT DIRECTION OF THE PROJECT BIOLOGIST. FENCE SHALL COMPLETELY ENCIRCLE TREE(S). INSTALL FENCE PO5T5 USING PIER I BLOCKS ONLY. AVOID DRIVING POSTS OR ��• STAKES INTO MAJOR ROOTS. .4a .; a .z•aYazsPS,1S ., s .. - / r, •Std} PLANTS See Planting Plan '��� Continue planting g7 for length of / � bank disturbance. rr.•. .."moi . ,.. a "s <t,.w-+��}tu. �.1...� r,,[S/ �?.. ..,.^.¢r -�ip�i$%a ` �d - ENHANCEMENT PLANTING AROUND EXISTING VEGETATION. 4. ALL PLANT MATERIAL SHALL BE HEALTHY, NURSERY -GROWN -ONLY STOCK. WEAK OR DAMAGED PLANTS WILL BE REJECTED BY THE PROJECT BIOLOGIST. 5' J`r . 4X4 PRESSURE TREATED WOOD POST WITH 1/2" 5. DEPENDING ON THE AVAILABILITY OF NATURAL RAINFALL, THE LANDSCAPE CONTRACTOR MAY NEED TO PROVIDE SUPPLEMENTAL WATERING TO ENSURE PLANT SURVIVAL. CHAMFER R7 TOP SLOPE CONCRETE TO DRAIN AWAY FROM POST i 2. TREATMENT OF ROOTS EXPOSED DURINGSp CONSTRUCTION: FOR ROOTS OVER I" IN DAMAGED DURING CONSTRUCTION, 'aa- �/� �. DIAMETER MAKE A CLEAN STRAIGHT CUT TO REMOVE 6. PLANT PROCUREMENT, TRANSPORT, STORAGE, HANDLING, PLANTING TECHNIQUES, CARE OF EXISTING SOIL AND VEGETATION,AND WATERING ARE TO BE PERFORMED PER LANDSCAPE 1 � �!\ • ,! ��,! . I ,ems, • .1 • •• • � � .:: _ �� :;�� :- ...,......�,.,,;,•1;;.;,;•.,•..•. ••:••❖:•❖••�•••••,••• i:•i:•••••••••::::::: ••: • ••••,••••••••••• • •:.:•.:•.:•o::.•:.. ;:•: .•.•........... .i..........::.... ........, .. ..... �i iiiii:0::•:::•:::: •:::::•:.:::: .•::i•••••::.•:i.::.� �•::•: •❖.....�.:�:�:��p;::.o::.•::.•.:•::.: .0:::::•:.•.•.•::.•::.•••,•••..•: •••.•.•.•• •....•••••••••. •;;,;:;::; :;; �: ::a ❖•❖o.❖:.❖.::❖.::❖..:•.i, ...••••..........•,........•.•=a _•---,-,-,,•,❖ ••�• •••••••::=••444 i �::: • :�:: :::•ii•1 •••••• •••••••••. ':::•,•••.• • • • •.• ,•❖ • .X: .. ........ ::..•• •.�� •••••i •�I .:•:.:o:4: ••• :::::::::::: Ir •4.% •••❖. .e,-: --rr Z io DAMAGED PORTION OF ROOT. ALL EXPOSED ROOTS SHALL BE TEMPORARILY COVERED WITH DAMP BURLAP TO PREVENT DRYING, AND COVERED WITH SOIL A5 SOON A5 POSSIBLE. 3. WORK WITHIN PROTECTION FENCE SHAD_ BE DONE MANUALLY. NO STOCKPILING OP MATERIALS VEHICULAR TRAFFIC, OR STORAGE , OF EQUIPMENT OR MACHINERY SHALL BE INDUSTRY STANDARDS. y 1=II -Tal=1 Ii'1i-10. -n-Irn= u=u=n-RSI-Iii=n=1 1114411=Ti=n=1 =11= n=1 114111n u -R I in I= �izfi=L Ii II=IIW= ii=/tin=n: IL -1-11=n= ir ii ITIL_�IT=111: n=11 t=n= I-11=11=11 III e n=n=u=n nII II VIII- i n= _ _ _ I CONCRETE COLLAR - ..-. i1.9 ;a,1:•494a4 7. THE LANDSCAPE CONTRACTOR SHALL GUARANTEE 100 % PLANT SURVIVAL FOR ONE YEAR „_„_ = AFTER PROVISIONAL ACCEPTANCE BY THE OWNER'S REPRESENTATIVE. ALL DEAD OR DYING PLANT MATERIAL SHALL BE REPLACED BY THE LANDSCAPE CONTRACTOR AND GUARANTEED THROUGH THE FOLLOWING YEAR. PRIOR TO PLANT INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE PROJECT BIOLOGIST OF ANY CONDITIONS THAT ARE JUDGED TO IMPAIR PLANT SURVIVAL. ALTERNATIVES WILL BE APPROVED BY THE PROJECT BIOLOGIST PRIOR TO PLANT SUBSTITUTION. FOR ONE YEAR AFTER DATE OF SUBSTANTIAL COMPLETION,CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANTS AND MATERIALS TO 3' -u-Tru. Iiln MIN. l.�ilTliu ril 111-11. =11= nit=tt. I-1 ii:1LITi I�III�. n=us n-ro• il=. lig. . N . e. 1=11 Iit • a' .� ' ILIO , 1n% •�1l a -n= =II= 11 =� �'=' TI= 11 --- -^ --- - I r. ��-moi "OP 7 �) �..'.•. --- _--- �� LIVE STAKES ::::--- "```�.11r ALLOWED WITHIN THE LIMIT OF THE FENCING. , �, � 1i`.. `�� .. n I, �� '7 '� y v� APPROX. DRIPLINE 4. REMOVE IVY FROM RETAINED TREES MANUALLY. IVY STUMPS SHALL BE PAINTED WITH HERBICIDE. HERBICIDE APPLICATION SHALL CONFORM TO �. Install 6" o.c. Alternate top intj!r . and bottom of coir log. ENSURE SURVIVAL. =ILP c ; _ I G' DEEP OF CRUSHED ROCK :� COIR LOG STREAM FLOW RIPARIAN PLANTING LAYOUT N.T.S. RECEIVED CITY OF TUKWILA FEd 0 (E 1 i PERMIT 1 et.iv I En 8. THE OWNER'S REPRESENTATIVE WILL INSPECT THE PLANTS TO VERIFY CONFORMANCE TO THE PLANT SCHEDULE AND TO PLANT CHARACTERISTICS. OWNER'S REPRESENTATIVE TO REQUIRE REPLACEMENT OR SUBSTITUTION OF PLANTS JUDGED BY T ii Ti=n o ii.n ii inun_nnn, '--1=n-11= ' STATE LAWS AND BEST MANGEMENT PRACTICES. LOCATION OF FENCE SHALL BE DETERMINED IN THE FIELD BY THE PROJECT BIOLOGIST TREE PROTECTION N.T.S. RESERVES THE RIGHT THE OWNER'S REPRESENTATIVE TO BE UNSUITABLE. IN THE CASE OF BARE -ROOT PLANTS, ADDITIONAL PLANTS SHALL BE INSTALLED IN MULTIPLES AS REQUIRED TO ACHIEVE SIMILAR HABIT CHARACTERISTICS AND SIZES OF CONTAINER -GROWN OR BALLED-AND-BURLAPPED PLANTS. 12' MIN. N G P A SIGNS N.T.S. ADOLFSON ,Iviiii ASSOCIATES, INC.Date: Environmental Solutions NO SCALE File name: details.dwg 4/27/05 mbe Revised: 11/8/05 mbe e STATE Of WASHINGTON T Aa�H WETLAND MITIGATION NOTES AND DETAILS NORMED WAREHOUSE AND OFFICES N O RM ED DEVELOPMENT NO SHEET NO. 4 OF 5 5309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 789.9658 F: (206) 789-9684 A D 0 L F S 0 N MAP DATA ARE THE PROPERTY OF THE SOURCES LISTED BELOW. INACCURACIES MAY EXIST, AND ADOLFSON ASSOCIATES, INC. IMPLIESt NO WARRANTIES OR GUARANTEES REGARDING ANY ASPECT OF DATALANDSCAP DEPICTION. SOURCE. BARGNAUSEN CONSULTING ENGINEERS 8/27/04 (site plan and grading plan) MARK a EPSTEIN CERTIFICATE NO. 701 PROJECT DESCRIPTION AND EXISTING CONDITIONS NorMed-Shaw Partnership (NorMed) proposes to expand an existing medical supplies manufacturing and wholesale distribution company located at 4310 S. 131st Place in Tukwila, Washington (Section 15, Township 23 North, Range 4 East). NorMed is located on a 6.02 -acre site immediately south and west of State Route (SR) 599, east of Macadam Road, and north of South 131st Place. NorMed is proposing to construct a 39,988 -square -foot office/warehouse on the site. The project also includes an additional 54 vehicle parking spaces as well as tractor - trailer access and turn -around areas. Southgate Creek, a tributary to the Duwamish River, and a 1.8 -acre associated wetland occur on the site. As part of the project, the on-site wetland will be impacted. A Joint Aquatic Resources Permit Application form (JARPA) was submitted in March 2002 to the U.S. Army Corp of Engineers (Corp), Washington Department of Ecology (Ecology), and Washington Department of Fish and Wildlife. The materials submitted with the JARPA included: NorMed Individual Permit Supplemental Report, dated March 2002; NorMed Office/Warehouse Development Draft Environmental Impact Statement, dated September 2001; NorMed Office/Warehouse Development Final Environmental Impact Statement, dated January 2002; and NorMed II Warehouse/Office Biological Evaluation, dated March 2002. In May 2002, a completed Coastal Zone Management form was sent to the Corp and Ecology. In response to additional information requested by the Corps, the following was sent to the Corps in May 2002: Wetland Delineation Report prepared by others in 1994 and 1999; Two profile drawings; Two sedimentation and runoff drawings (with one page of text); and Drawing showing existing wetland conditions. Adolfson Associates Inc. has prepared this mitigation plan based upon a grading plan designed by Barghausen Engineers. The overall mitigation concept was designed to achieve a minimum 1:1 replacement ratio for wetland creation to offset wetland impacts as required by Ecology. Mitigation includes a number of additional elements, discussed below. IMPACTS Under the proposed project, 0.74 acre (32,204 square feet) of the palustrine emergent and scrub -shrub wetland will be filled. The portion of the wetland that is northeast of the existing building will be permanently lost to construct the proposed business expansion. Much of the wetland in this area is dominated by reed canarygrass, although deciduous trees such as red alder, black cottonwood, and willows are interspersed in the wetland. Some Himalayan blackberry will be lost, most of which occurs in patches along the periphery of the wetland. GOALS AND OBJECTIVES The goal of this mitigation plan is to compensate for the loss of wetland area and functions, and to improve the on-site stream habitat value of Southgate Creek. To compensate for the loss of wetland area, approximately 0.75 acre (32,490 square feet) of wetland will be created and 1.1 acre (47,427 square feet) of existing wetland will be enhanced, resulting in a mitigation ratio of 1.8:1. Under this proposal, there will be no net loss of wetland area as wetlands created equal the area of those filled. Therefore, there will be no net loss in the ability to provide water quality improvement functions. Other functions that may increase under this mitigation proposal include base flow support, storm water control, biological support, and specific habitat functions. None of the wetland functions provided by this wetland would be expected to decrease under this mitigation proposal. Stream habitat improvements include a combination of daylighting and adding at least 527 linear feet of Southgate Creek, which is a tributary to the Duwamish River. As part of the mitigation proposal, clean gravel will be added to a meandering channel bed. Large cobbles and woody material, such as root wads, will be added to the channel to decrease flow through the channel, increase the connectivity between the channel and adjacent wetlands, and increase the habitat value of the on-site portion of the stream for fish. In addition, thirty-five separate legal parcels and portions of several additional parcels will be consolidated into one lot, effectively precluding any further development of the on-site wetland, stream, riparian corridor, and hillside buffer. The proposed stormwater system will collect and treat stormwater from the proposal as well as existing uncontrolled and untreated building and parking areas (approximately 1.6 acres), representing an improvement of water quality as compared to the existing condition. MITIGATION Mitigation will be required for any unavoidable impacts to wetlands by all applicable regulatory agencies. In addition, the City of Tukwila (City) will require mitigation for wetland buffer impacts. Typically, mitigation for impacts to wetlands and wetland buffers must be addressed in the following sequence: 1) avoidance of impacts; 2) minimization of impacts; 3) restoration of impacted area to preconstruction conditions; 4) enhancement and creation of additional wetland or buffer area to replace lost functions and values; and 5) monitoring the impact and taking corrective actions, if necessary. Avoidance The proposed project cannot avoid the 0.74 acre (32,204 square feet) of wetland impact. Based on economic analyses, which are included in the Supplemental Report submitted in March 2002, modifications to the proposed design would render the project financially unfeasible. Minimization The following measures will be implemented during construction to minimize impacts to the wetland during construction: 1) Arrange a pre -construction meeting, to be held on-site, with the construction contractor and a professional biologist to discuss the construction sequence. 2) Clearly mark the limits of the construction area with orange barrier fencing. This type of barrier reduces the potential for heavy equipment to damage vegetation and soil outside the construction area, particularly within the existing wetland. 3) Establish temporary erosion and sedimentation control measures and BMPs, including silt fences, sediment rolls, and straw bales to prevent suspended particles from leaving construction zone. The contractor will be responsible for inspection of all erosion control measures and will repair any damage to the erosion control structures, as needed. 4) Limit grading and excavation work in wetlands, streams and their buffers to the dry summer months (i.e., July through September) to prevent sediments from being transported downstream. 5) Temporary diversion of surface waters during construction of the new meandering stream channel to minimize downstream sedimentation. 6) Staging areas and stockpile sites will be located outside the wetlands and wetland buffers. 7) Maintain erosion control measures throughout the site until bare soils have been successfully vegetated and approved by a qualified engineer. Compensation Mitigation is proposed for the loss of 0.74 acre (32,204 square feet) of wetland at a mitigation ratio of 1:8:1. Specifically, 0.75 acre (32,490 square feet) of wetland will be created and 1.1 acre (47,427 square feet) of existing wetland will be enhanced. in addition, habitat improvements to Southgate Creek include daylighting and adding at least 527 linear feet of new stream channel, providing the streambed with clean gravel, and adding habitat features such as cobbles and woody debris. The project biologist will be on-site during construction of the new stream channel, to monitor the excavation of the channel, placement of habitat features, and diversion of channel flows. Soils/Grading. To achieve the required wetland creation area on-site, the slopes along the west side of the site (42nd Avenue South) will be excavated. The grading plan designed by Barghausen provides sufficient area on-site for a wetland creation mitigation ratio of at least 1:1. The created wetland area will be excavated to match the elevation of the existing wetland. Two wildlife corridors have been maintained in the wetland buffer and will not be graded. The two corridors are intended to allow wildlife access to the wetland from adjacent areas. To reduce the potential for reed canarygrass to re-establish in the wetland, the top 12 inches of soil in the existing wetland will be excavated and disposed of off-site in an authorized location. The project biologist will be on-site during removal of the reed canarygrass to ensure that all reed canarygrass is removed from the mitigation area and to monitor reed canarygrass removal near retained trees. Weed -free topsoil, composed of 6" topsoil and 6" compost, will be replaced in the enhanced and created wetland area to a depth of 12 inches. Imported topsoil shall be free of heavy metals and other contaminants. Contractor shall obtain written documentation that the soils for use in the mitigation areas are free of weed seeds and contaminants to the extent feasible. Weed -free topsoil will reduce the potential for weedy plants to out -compete the planted species. To further discourage re-establishment of reed canarygrass in the wetland mitigation area, this plant will be manually removed if monitoring indicates that the percent cover exceeds ten percent. Plant Installation. All of the plants to be installed in the wetland and graded wetland buffer are shown on Sheet 2. All of these plants are native to the area and will add diversity to the existing habitats, and to the structure of the enhanced wetland area. Plants should be installed between October and March, when the plants are likely to be dormant. To ensure survival of the planted species, water will be provided to the entire mitigation area for the first two years during the summer or during periods of unusually low precipitation. At least one inch of water per week should be provided. The seed mix to be applied to disturbed areas is also shown on Sheet 2. The seed mix will help stabilize the soils and will decrease the potential for non-native plants to become established. To prevent non -natives from getting established and out -competing the planted natives, regular monthly maintenance should be conducted for the first two years from early March Through October. Control of non -natives must be done manually or by using small hand-held equipment. Herbicides cannot be used to control non-native plants unless specifically authorized by the City. The seed mix will be watered as needed to ensure survival. In the summer, at least one inch per week is recommended. Jute matting will be placed on any portion of the graded buffer slope that exceeds 2.5:1. The matting will decrease the potential for erosion until the planted vegetation root system becomes established. The matting does not need to be removed as it will be a natural fiber that degrades over time. PERFORMANCE STANDARDS Performance standards have been established to meet the mitigation goals. For this project, the mitigation plan will be considered successful if the wetland meets the following criteria: 1) Installed plant survival of 100 percent through the first growing season; 2) Installed plant survival of 90 percent at second growing season; 3) installed plant survival of 80 percent at third growing season; 4) At least 60 percent cover by trees and shrubs (includes planted and native volunteers) at Year 5; 5) At least 70 percent cover by trees and shrubs (includes planted and native volunteers) at Year 7; 6) At least 90 percent cover by trees and shrubs (includes planted and native volunteers) at Year 10; 7) No more than 20 percent cover of non -natives or invasive plant species, except reed canarygrass which will be removed if cover exceeds 10 percent; 8) Water at or near the soil surface for at least 12.5 percent of the growing season, or 14 consecutive days; 9) Construction of at least 527 feet of restored stream channel; and 10) Stream habitat features (such as woody debris and cobbles) to remain in place for the duration of the ten-year monitoring period. MONITORING Construction monitoring will be conducted by a qualified wetland biologist. Random site visits during construction will ensure that the mitigation plan is being implemented as designed. It will also ensure that sediment control devices such as silt fences, sediment rolls, and straw bales are in working order. In addition, monitoring of the mitigation areas will begin when construction is complete and will continue for ten years post -construction. Methods An "as -built" or record drawing shall be prepared by the Contractor at the completion of mitigation area planting. The as -built drawing shall be submitted to the City of Tukwila and to the Army Corps of Engineers (Corps) within thirteen months from date of substantial completion. The main objective for wetland monitoring is to document the level of success in meeting the performance standards. Monitoring will begin the first full growing season after construction is complete and the plants have been installed. At that time, permanent sampling points and transects will be established in the created wetland. The size and number of sampling points will be determined by the biologist during the initial wetland site visit. Transect locations are intended to characterize the created wetland and enhanced wetland and the wetland buffer. The location of the sampling points is intended to assess the success of the mitigation project at several locations within the mitigation area. Monitoring of the new stream channel will be conducted by the project biologist to also determine if siltation is occurring within the new channel. If it appears that sand or silt are being depositied, the extent of siltation will be visually approximated and recommendations made for rectifying the situation. Permanent photo points will be established after the first full growing season. The photos will show sampling points as well as a panoramic view of the entire mitigation area from the reference points. Monitoring Schedule The wetland and wetland buffer will be monitored for ten years post -construction. Monitoring in years 4,6,8, and 9 shall be conducted as a "walk-through" level of assessment. In these years, one site visit shall be conducted to visually determine if the mitigation effort is progressing as planned. In years 1,2,3,5,7, and 10, a more "detailed" level of monitoring will be conducted, which includes two site visits annually. The first will be conducted in spring, in which the hydrologic conditions of the created wetland will be assessed, and an overall assessment of the mitigation areas will be performed to verify that the mitigation project is progressing as proposed. The second monitoring site visit will be in the summer of each monitoring year. This site visit will focus on evaluating the installed vegetation to determine the success of the mitigation plantings. Data Collection The following will be recorded during the detailed monitoring site visits: 1) Survival rates of vegetation during the first and third monitoring years; 2) Percent cover of vegetation during monitoring years 2 through 10; 3) General plant health assessment; 4) Documentation of the presence of undesirable plants (weedy and/or non-native species) with estimated percent cover; 5) Assessment of wetland hydrologic conditions; 6) Assessment of streambed and bank conditions; 7) Photo documentation of site will include specified cross sections, as well as overall parts of the site from the east and from the west ends of the site (panoramic views); and 8) Recording of any fish or wildlife species observed. Reporting Monitoring reports will be prepared based on the results of the detailed monitoring site visits. These reports will address the items presented in the preceding section as well as document successes and problems. The reports will recommend plant species replacements, if necessary (see Maintenance section below). Photographs will be included in the annual monitoring reports. The detailed monitoring reports will present the monitoring results for that growing season, with the first monitoring report being submitted one year after the as -built drawing is approved by the City and the Corps. These reports will be submitted within 30 days of completing the monitoring for the given year. Monitoring reports will be submitted to the City, Washington Department of Ecology (DOE), and the Corps. Maintenance Maintenance of the mitigated wetland and enhanced buffers will begin after completion of the project and continue for ten years. After the initial planting acceptance by the professional biologist, the landscaping contractor will be responsible for plant survival for a period of one year. After that, maintenance will be performed by a qualified professional contracted by NorMed. Maintenance could include, but may not be limited to: 1) Installing supplemental plantings as needed; 2) Watering or providing irrigation during unseasonably dry periods or when the soils are unusually dry; 3) Removing non-native or invasive plant species if invasive cover is greater than 20 percent of the area, except reed canarygrass which will be removed if cover exceeds 10 percent of area; 4) Providing additional cobbles or woody debris to stabilize stream banks; and 5) Providing fencing around ground plants to prevent animal damage. CONTINGENCY PLAN If any portion of the mitigation is not successful, a contingency plan will be implemented. Such plans are prepared on a case-by-case basis to remedy any aspects of the mitigation that does not meet the performance standards. The plan, if required, would be developed in cooperation with the City, DOE, and the Corps, and approved by the City and the Corps prior to implementation. If contingency measures are implemented, monitoring beyond the ten-year period may be required. NATIVE GROWTH PROTECTION AREA (NGPA) SIGNS Post NGPA signs in locations and per detail shown on the drawings. Text for the signs shall read as follows: Protection of this natural area is in your care. Alteration or disturbance is prohibited pursuant to TMC Chapter 18.45. Please call the City of Tukwila for more information. b0 4 Litisic RECEIVED CITY OF TUKWILA FLd 0 2 'LUCA PEFifvli l CENTEh ADOLFSON ASSOCIATES, INC. Environmental Solutions 5309 Shilshole Ave. NW Seattle, WA 98107 P: (206) 789-9658 F: (206) 789-9684 AD OLF SON NO SCALE File name: notation.dwg Date: 4/27/05 mbe Revised: 11/8/05 mbe MAP DATA ARE THE PROPERTY OF THE SOURCES LISTED BELOW. INACCURACIES MAY EXIST, AND ADOLFSON ASSOCIATES, INC. IMPLIES NO WARRANTIES OR GUARANTEES REGARDING ANY ASPECT OF DATA DEPICTION. SOURCE: BARGHAUSEN CONSULTING ENGINEERS 8i27/04 (site plan and grading plan) STATE DF WASHINCTON REGISTERED LANDSCAPE ARCHITECT MARK B. EPSTEIN CERTIFICATE ND. dot WETLAND MITIGATION REPORT NORMED WAREHOUSE AND OFFICES NORMED DEVELOPMENT SHEET NO. 5 OF 5 R.EWEWED FOR fll�El'�1Pl..IA NCE iononutn FES 13 2003 city rut IItiktfblla re a DRAWN BY a 0 a DESCRIPTION 6 E F 8 - w IL to 12'-8" EQEQ. 2' EQ. m 201-8' 2' 12'-8" EQEQ EQ EQ / EQ. 111 7r LANDSCAPIN's 50' EQ. re- CANOPY 18' 11'-8" 11141 T / 5'-0° / / EQ. ,r EQ. o c / 5'-10' /EaTM. / 1 STOREFRONT GLAZING ABOVE, SEE I/A 5 NORTH STOREFRONT FLAN (2 Locations) Scale: I/8':I'-0" SEE STRUCTURAL FOR CONC. PANEL LOCATIONS AND DIMENSIONS DOOR SCT-IEDULE 2,3,4,5 PAIR 31-0" X 1'-0" ALUMINUM STOREFRONT WITH INSULATED SAFETY GLAZING. 3 POINT LOCK SYSTEM, CLOSER, WEATHER STRIP, THRESHOLD (1/2" MAX). (U:0190). 18,12,15 3'-0" X T-0" HOLLOW METAL DOOR (INSULATED) AND FRAME (PAINTED), EXIT BAR, CLOSER WEATHER STRIP AND THRESHOLD, DRIP CAP, LATCH GUARD. 9,10,11,13,14 (U = 0.60) 10' X 10' INSULATED METAL ROLL -UP DOORS UJINDOUJ SCHEDULE ALL STOREFRONT AND UPPER GLAZING WILL BE I" INSULATED BRONZE GLASS OUTSIDE, CLEAR INSIDE, W/ LIGHT BRONZE THERMAL BREAK FRAMES (U:0190) ENERGY NOTES I. CAULK ALL JOINTS OF TILT UP PANELS, PANELS TO WINDOWS, AND DISSIMILAR MATERIALS. 2. NO TENANT IMPROVEMENTS ARE INCLUDED IN THIS PERMIT. ANY FUTURE TENANT IMPROVEMENTS WILL NEED TO COMPLY W/ WSEC FOR BOTH ENVELOPE AS WELL AS HVAC COMMISSIONING. i"— 0 sr 9 t COL. GAS METER FOR 4 TENANTS r ree IXlII EQ. EQ. EQ 21' 20'-8" / EQ. EQ. 21' EQ. 66'-8" EXHAUST FAN CANOPY UJEST ENTRY PLAN (3 Locations) Scale: I/8":I'-0" s- SEE 1/8° BLOW-UP L�1 1 RDJRb . — 1- DOCK DOOR SEE STRUCTURAL FOR CONC. PANEL LOCATIONS AND DIMENSIONS 60' EXHAUST FAN FACE OF PANEL APPROXIMATE LINE OF FUTURE 2' OFFICE • • a E t• - e \ \ 5' PERIMETER R -I0 INSUL 45)1 X ne 1 1 • is • 11'-8' 1 1 • RD./RLI 10 n RDJRL–• e DOCK DOOR 20' ,. 48' ,1' '-4 V8" 2' 161-8" 51-4" 6' / 5'-4" ' /4'-41/8° ' • '^j[1!Iii.im[uI!Fids ® 1Lseism t% III: ahIII I I I 3'-10° ■ II' -I0° 111-101 SOUTHUJEST ENTRY PLAN 135' FLAT 1:12 RAMP DOCK DOOR RAMP DOWN Scale V8":1'-0" SEE STRUCTURAL FOR CONC. PANEL LOCATIONS AND DIMENSIONS 135' 1UAREI OUSE 0 4'x8' SKYLIGHTS COORDINATE WITH ROOF STRUCTURE, TVP. EXHAUST FANS RD/RL— 013 FACE OF PANEL 2' 9' EQ. r EQ. 2' EQ. 20'-8" EQ. , EQ. 2' EQ. EQ. -STOREFRONT GLAZING • A3OvE• SEE 1/4-5 ° PLANTER EXTRUDED CURB --� 9' EQ. EQ. PAD, CONC. SOUTH STOREFRONT PLAN a Scale 1/8"=1'-0" SEE STRUCTURAL FOR CONC. PANEL LOCATIONS AND DIMENSIONS '15)445 DOCK DOOR 20' 48' SEMI -HEATED - MAX BT1114/5F R -II RIGID INSULATION ON ROOF DECK 39,891 SF 4 1/500 = 80 OCC. x 0,15"/OCC. = 12' gXIT WIDTH REQ'D (2 EXITS REQV) HIGH PILED COM/STABLE STORAGE (CHAPTER 23) CLASS I -Iv. MAx 20' TOP OF PRODUCT _--a — 5' n'-9" e • DRAFT CURTAINS NOT REQ'D (TABLE 2 2) SMOKE REMOVAL 15 REQUIRED (TABLE 2 62) (REFERENCE SEC. 910) VENT RATIO 1A00: MAX SPACING 100' W/ MAX DISTANCE TO WALL 60' (OPTION I) ° 2 1 • 1 I • Ins 1 1 • as • _ • •r0 • - • _NM. • n'-9" C.O. PADDLE FANS IN WAREHOUSE (15 LOCATIONS) A-4 APPROXIMATE LINE CF FUTURE •-,,- 1 1- 1 1 err 1 1 • • S • - • • -. NIS IP° NV r•1 • &FCC P 25' rC' • r• 661-8° 3 3/4" 25' OL. CONCRETE SIDEWALK SCORED w/ LIGHT BRGCII FINIS I I1'-9" 181-6" r 11 1 1 rr— 1 14 a t4 FLAT 1:12 RAMP DRIVE-IN DOOR RAMP DOILN CONC TO ROOF PANEL WALL ERSIDE OF DECK \ \ C4 C4 N • — • 41111MMEM• ^• 1 — • ♦IP 11'-9° •1 PLANTER (TVP) 661-8° 25' - C.O. T11-8" rs FUTURE OFFICE AREA W/ MEZZANINE (2000 SF. MEZZANINE) 2° IN (1000 5F. FIRST FLOOR) WATER LIE ABOVE MEZZANINE 9 +10'4" ABOVE ELECTRICAL, OPEN TO WAREHOUSE NIS SIDE. LIGHT STORAGE .125 PSF 1.;""c a Ai' lir:: WE ;:;a. L' ; J A-5 1 TED DOMESTIC WATER 1 1 1 APPROXIMATE LINE OF FUTURE OFFICE • .,1••••• X Il' -9° 5' it.te SEE 118' 1 1 • • Y� 1 • SEE V8" p "' I I BLOW-UP ,.,• •I� IS�I g�tl II .1 ..lanrP IMMIX" BOMU �� Wfl : • � i��l ®M�� SEE US' BLOW-UP ors eL COL. 3 3/4 66'-8" VAN 25' r L 35' 40' / FACE OF 45' PANEL 45' FACE OF 330' PANEL FLOOR PLAN Scale: 1/16":I'-0" RD.: ROOF DRAIN LEADER RAN LEADER a•1 in 04 44- REVItyvt% T-'•.' CODE COMPLIANCE crown im SEP 19 'ZOG5 Oty Of TAMPA RIIII DTsit O r9�t RECEIVED CITY OF TUKWILA JUL 2 8 2U05 PERMIT CENTER rs- C:h CD CI) 141 CO CO n co Z co 0 0 0 CN c•1 1-1 11 pal I -6i o 4,1 cn o G4 0 ZACAD1200410441 Normed1A-1 A-2 A-3.dwg, A-1, 7127/2005 8:13:53 AM sc- CANOPY CANOPY RD. vZ ;i: 111 'A tsr - RD- �j' 22' -BY RDJRL. RDJRJ_. 2▪ 3'-10" ' RDJR1.J 10KEVENT / SKYLIGHTS I 4'x8' DOUBLE DOME I X I W/ AUTOMATIC RELEASE. L .N 39,981 5F / IOID • 400 SF OF VENT / (32/VENT) : 13 VENTS RECTO �RDJRL. RDJRL. 23'40" 24'-4° lc� CRICKETS BEHIND SKYLIGHTS, TYF'. 31-05:21-6" ROOF HATCH, WITH CRICKETS RD. METAL SHED ROOF FOAM CRICKET fro PER FOOT SLOPE 2▪ 3'-10" s 23'-10" CANOPY 1E4\ RD RL. ROOF DRAN (RD) :W/ OVERFLOW DRAIN 2▪ 4'-4" (c� CLASS B ROOFING OVER 2° RIGID N5ULATICN AND COVER BOARDS RD. ts.� `RL. Rp STEEL FRAME ROOF PLAN CANOPY ANOPY RD. -a 1C Nic SKYLIGHTS (UN.0) -6 Scale: 1/32":1'-0" ELEVATIONS TO BOTTOM OF PLYUIOOD Ise I 18' ' ,4' LOADING DOCK C / EXHAUST FAN i -i 1, f!i,li!i!ii!i„_iIi!ii! INssak vi 7a PROVIDE TELESCOPING SAFETY POST 2" RIGID R -II INSULATION (2)2x6 2 1/2 x 2 1/2 x 1/4 STL. ANGLE STRINGER Park 1 111 ROOF HATCH 4 LADDER SCALE: I/2" • 1'-0" fi 111111111111111!y11111111UIN1111111111111111111111111111111111111111Uk 111111111 IIiI111II111111l1. 8' 6,-8: 6'-8° 6'-8' 24' 24' 20' RAIL a +2'-10" +42° GUARDRAIL EAST ELEVATION 442" GUARDRAIL Scale: I/16":1'-0" INSULATED GLAZING SKYLIGHTS i z— FIN FLOOR STOREFRONT WINDOWS (U•0b0) / EXHAUST FAN TVP. Top, MID -SPAN, 4 BOTTOM. 2x1/4"x8°BENT BAR WELD TO STRINGER 4 1/2" + THRU BOLT TO 2-2x6W/I/2°+ M.B. 4 WASHER TOTAL 6 PLACES. 3/4"4 FL. RUNG a 12" OD. MAX. SPACING FIELD VERIFY RISE. SECTION r. 111111I11111111111p11111,1111111111111111111111111111111111111111111111111111111111111111111111111111 PROVIDE TELESCOPIW SAFETY POST SELF FLASHING ROOF HATCH CURB (INSULATED) BUILT-UP ROOFING R1N UP r RIGID R -II INSUL II 8'-6" / LOAC NCs DOCK CANOPY LADDER SECTION SCALE: 1-1/2° • 1'-0" FACTORY FRAME (ALUMINUM) COUNTER FLUSH 4 CAULK EXTEND ROOFINGCANTCUR UPB RIGID INSULATION 4 10 rrr r ROOF STRICTURE J„ 3/4"b STL. RUNG 21/2x21/2 x V4 STL. ANGLE STRINGER 2" x 1/4" BENT BAR W/ 1/2" MB, 4 WASHER a MID -SPAN 4 6" FROM BOTTOM DOUBLE 2 x 6 W/ JOIST HANGER EACH END NOTE: PROVIDE RISER EXTENSION TYPICAL REPEAL SECTION DOUBLE DOME SKYLIGHT/SMOKEVENT (UL LISTED) HEADER SCALE: 1-1/2' ■ P-0" iimismasseur ,° RAfL a +2'40' +42" GUARDRAIL SPANDREL PANEL W/ PLANTER SPANDREL WINDOW STOREFRONT WINDOWS (U20b0) NORTH ELEVATION Scale: I/16" :I -0" PANTED REVEAL PAINTED FLASHING PANTED TILT -UP CONCRETE +42° GUARDRAIL INSULATED GLAZING SKYLIGHTS J 111 N EXHAUST FAN PAINTED TILT -UP CONCRETE EXHAUST FAN 18' 16' SECTION V8'-6° FRE-FABICATED METAL STAR, W/ CONC. TREADS LOADING DOCK CANOPY _ dllllll■IIUIIIt._. 1111111III11111� Illln_ OBLIQUE VIEW SOUTH ELEVATION SPANDREL WINDOW STOREFRONT WINDOWS (U•0b0) Scale: 1/16":1'-0" INSULATED GLAZING SKYLIGHTS c TAPER RIGID INSUL. e DRAINS TO PROVIDE POSITIVE DRAINAGE TO ROOF DRAIN 111111111 .. �'if a'.�rvt'fv!���r•-_ -:07*. -'ace-- f III • 11.11 -III ��'�I'� 11 �� 11 II CAST IRON ROOF DRAIN W/DOME STRAINER AND SUMP RECEIVER (SAME FOR OVERFLOW) ROOFING OVER RIGID INSULATION, PLYWOOD AND STRUCTURE <RD. IN SECTION RD. IN ELEV. ROOF DRAIN NOT TO SCALE 7 NOTES SEE STRUCTURAL DRAWINGS / x CONT. CANT, PRESSURE FOR ADDITIONAL INFORMATION i / RATED WOOD, TAPER TO MATCH LEVEL TOP PLYWOOD DOUBLE 2x8 JOISTS CONC. TILT -UP WALL VAC UNIT NIL) SHEET METAL FLASHING PRESSURE TREATED SLEEPER TAPER TO MAINTAIN LEVEL TOP r SPANDREL PANEL W/ PLANTER WEST ELEVATION Scale: 1/16":1'-0" STEEL FRAME CANOPY SPANDREL PANEL STOREFRONT WINDOWS (U•0b0) TYPICAL OBIQUE VIEW L us raw ROOFING OVER R -II RIGID INSULATION, PLYWOOD SHEETING 4 JOISTS. RUN UP AND OVER ALL CURBS MECHANICAL UNIT SLEEPER SCALE: 1-1/1' • 1'-0" --troll' F NCE djoECOMPLI emoursargiD SEP 10 206 CP il 1a3�1��1G Usti 4ic SPANDREL PANEL W/ PLANTER STOREFRONT WINDOWS (Us0b0) ENTRANCE ELEVATION Scale: I/16":II- 0" SECTION SECTION RECEIVED CITY OF TUKWILA .JVL G 5205 PERMIT CENTER 0 0 0 >- 0 w w x V 6 d 0_ DESCRIPTION N z LLIs tn a) cE CA CD co co 1 I • CD dM- N 5,-000 Nz(0 _ c 0Q, CD CO r •-- ..i� 1I LU 0x03 Ira14:91 U 0 0 14.1 pia 1-64 1-61 oUN) W I0 -I o< 0 o W UJ czt I WW z W� Ocn Z o 7t CQ1 W 0 db Z o 4-) 1 00 E O DOCYD :D O � A— 2 Z:1CAD1200410441 Norrned\A-1 A-2 A-3.dwg, A-2, 7/27/2005 7:40:51 AM 548' SMCKEVENT / SKYLIGHTS DOUBLE DOME Ul/ AUTOMATIC I X I RELEASE �N II DOCK DOOR DOCK DOOR DOCK DOOR 1 e O ELECTRICAL LEGEND SYMBOL DESCRIPTION METAL HALIDE FIXTURE e DRAFT CURTAN PADDLE FANS N WAREHOUSE (15 LOCATIONS) WAREHOUSE 0 HIGH PILED CCMEUSTABLE STORAGE (CHAPTER 23) CLASS I-IV, MAX 20' TOP OF PRODUCT DRAFT CURTAINS NOT REQ'D (TABLE 23052) SMOKE REMOVAL IS REQUIRED (TABLE 23062) (r1-1trctNCE SEC. Si0) VENT RATIO I/100: MAX SPACING 100' WI MAx DISTANCE TO WALL 60' (OPTION I) WATTS QTY. 2T5 62 e O Q 4 BDOCK DOOR IHI Il I DRIVE-IN DOOR 5/8' GYP W CEILM e ELECT ROOM REFLECTED CEILING PLAN Scale: 1/16"=I'-0" DDLK41 -----ib\ FOR RENI"j INK E stersztnugn SPP 19 2005 RECEIVED CIT' OF TUKVI“ JtJL 2 8 20ii5 PERMIT CENTER 0 0 0 W a a 0 0 0 2 0 8 co 0 O DESCRIPTION Q W r rncp C) r') 1 N Z cor =Zco oa Q d Q r UNi 3 fr"CO Ox nW 0 LQ -moo UFA >0•C 0 Z:1CAD1200410441 Normed4A-1 A-7 A -R rlwn A_a 7i17»nnG 702.R•So ARA a co DESCRIPTION 2" R-12 RIDGID INSULATION tr—\ TOP OF CANT 23'- 2"' APP. TYPICAL PERIMETER 4" DIA FOOTING DRAIN IN DRAIN ROCK CONNECT TO STORM UJALL SECTION SCALE V2" 1'-0' LADDER TO ROOF HATCH 0 ,.. a'• • ,• • kw o •• • •I 3(''h 25 GA METAL STUDS e 24" CC, 5/S" GWS EA SIDE o e' ✓ i o / Y 11 o it▪ inst� :,. •.• e• o ;'f 4 11 • o 'pa. 'r• AFF. ° 4.f . r 11• 1•r o i 101. o e O ••• o x 2" R-12 RIDGID INSULATION (U=0.0'16a xxxxxxxxxxx xxxxxxxxxxxxxxxxxxxrAtxxxx ROOFSTRICTURE SEE STRICTURAL COPEN TO MEZZANINE FLOOR SHEATHING AND FLOOR JOISTS PER STRUCTURAL DRAWINGS, LIGHT STORAGE —r ° I C •• . 4 r• Int O • "•• 31/2"x25 GA METAL STUDS 24" 0.0, R -II INSULATICN, VAPOR BARRIER ON WARM SIDE OF INSUL, 5/8" GW ELECTRICAL ROOM TYPICAL CONC. SLAB W/ 2" SAND, VAPOR BARRIER 4 GRAVEL - r LI a z z z y Om— " e a dmGm On 4 i 'a • R -I0 RIGID INSULATION UJALL SECTION 6 ELECTRICAL RM SCALE 112" P-0" •, •: 1 ,,. • 4•• .3 • 4. Si a.• :• v Kl SMOOTH CONC. TILT UP PANEL, PANTED TOP OF CAM 23'- 2" AFF. PLYW BOT 2' R-12 RIDGID INSULATION (U•0216) ROOF STRUCTURE SEE STRUCTURAL NOTZ INTERIOR FINISH UNDER TI PERMIT INSULATED WNDOWS IN ALUM. FRAME FUTURE MEZZANINE OO 10'-8° AFF. TYP. CEILING HEIGHT, URO. • °•'- ••. • •. • a'•• TYPICAL PERIMETER 4" DIA FOOTING DRAIN IN DRAIN ROCK CONNECT TO STORM Mr- �ty SMOOTH CONC. TILT UP PANEL, PAINTED iter~ TOP CF CANT 23'- 2"' ARE f(' SOT OF PLYWD NIP -SLOPED GLAZING (U30b0) BEYOND / // // // // FUTURE SUSP. CEILING TYPICAL COC. SLAB WI 2" SAND, VAPOR BARRIER 4 GRAVEL - 4 1g••. nl c,u3TAIS(ICc9Sl "0„..„..--CONC. SPANDREL e�' INSUL. WINDOW W/ ALUM FRAME (U=0.60) v M ra • 3/4' RECESS W/ 3/4' EDGE CHAMP -ER 4' CONK. SLAB ON GRADE W/ 6x6-10/10 ((UI SEE PLAN FOR FINISHES R -I0 RIGID INSULATION UJALL SECTION SCALE In'=1'-0" R-12 2" RIGID INSULATION OVER BREATHABLE VB. SIM OP OF PLATE N n 1/4' SAFETY SPbREL GLASS W/ DARK BRONZE FNIS-I d L* • a d 4 FRY REGLET NAIL ON FLASHING BUILT-UP ROOFING OVER 1/2' PLYWOOD DECKING SCREWED FROM UNDER 22 GA METAL CORRUGATED DECKING L3"x3"x5' LONG W/ 314" AB. INTO CONCRETE SPANDREL r 7 / 1 / 1 MT 6x5.91'-6" MAX 0.0. CANOPY DETAIL SCALE: I-V!" r 1'-0" BUILT-UP ROCFNG OVER V2' PLYWOOD DECKING SORBED FROM UNDER 22 GA METAL COF COATED DECKING L3"x3"x5' LONG W/ 314" AS. INTO CONCRETE SPANDREL TYPICAL PERIMETER 4" DIA FOOTING DRAIN IN DRAIN ROCK, CONNECT - TO STORM 4 MT 6x5.9 T-6" MAX 0.C. CANOPY DETAIL SCALE: 1-1/2" : I'-0" PRE-EMG5 EERED 36' PEEP GIDERS PER PLAN REVIEWED FOR CODE COMPUANCE riononugn SEP 1 9 2005 0f Tukwila 8011.1111t; nwJiSTON VA VAT ATOM ���1►��'I������I►�I►�i►Ai AV AV AV/IPr-_� RIGID INSULATION BETWEEN 2x4'. FLAT a 24' OL. PRE-ENGINEERED TRUSSES, 30" DEEP ® 10' 0.C. SECTION SECTION 2' R-10 CONTINUOUS PERIMETER INSULATION R-12 2" RIGID INSULATION TYPICAL CONC. SLAB WI 2" SAND, VAPOR BARRIER 4 GRAVEL SUILDIN& SECTION Dpik-el 2' R-10 CONTNUOUS PERIMETER INSULATION REC CITY OF EIV Jul i82IO5 PERMIT CENTER SIMILAR PRE-ENGINEERED TRUSSES, 30" DEEP s 10' 0.C• PIE-ENGIICERED 36" DEEP GIDERS PER PLAN PLYWOOD SHEATHING `•A 2' R-10 CONTN10U5 PERIMETER INSULATION SUILWING SECTION 2' HORIZONTAL R-60 CONTINUOUS PERIMETER INSULATION cC 03 CO COI I yCO PO CD •- 1 d- N wZ co 1 (nnZco N a tt o 0 0 Q �'_ W J or -co L-- Zx Ritz N d W �(/) a) n U C U C pffs II Q a I xxI o z c4 W H w O <4 Psi V1 11 T� W V1 W W z w O Z O ,L -I a LFA A— 5 Z:1CAD1200410441 Normed`A-4 A-5 A-6.dwg, A-5, 7/27/2005 7:59:22 AM BOT OF FiYWD x kr- t�/ iBETCND :o. r HIP -SLOPED GLAZING (U•0b0) � SMOOTH CONC. TILT UP PANEL, PANTED ROOF SEE STRUCTURAL I :• '.-r l :' . —� \ hia INTERIOR FINISH UNDER TI PERMIT 0 SIM. i .7:1' in INSULATED WNDOIIIS IN ALUM FRAME i III 4® a TOP OF PLATE 23'-2" FUTURE MEZZANINE Io,$u y s f y a'• I •° .. •`• A-5 ! / W 1 U ffi , r, r�r, i, r, r. .. I / - c' t CONC. SPANDREL +' °: --/ - 3/4" RECESS W/ 3/4" EDGE CHAMPHER O AFR tr. // // // // // • - f 2 ..•• • • • . :.. • ' FUTURE SSP. CEILING NSUL WINDOW W/ ALUM FRAME A-6 SIM. /4://// / ;SIr (U-0.60) 10 TT 2"GAL CONK. SLA W/ SAND, VAPOR BARRIER t GRAVEL so c E4 € ; I/4' SAFETY SPANDREL GLASS W/ PARC FINISH /// 4' W/ 6�-TOAD / PLAN C. SLAB ON GRADE _� tLA 1 SEE FOR FINISHES c; • • \ \ \ \ li R-10 RIGID INSULATION SI.,• . AT STOREFRONTS AND FRONT WALLS '• • °'' TYPICAL PERIMETER 4" DIA FOOTING DRAIN IN DRAIN ROCK CONNECT TO STORM UJALL SECTION SCALE V2" 1'-0' LADDER TO ROOF HATCH 0 ,.. a'• • ,• • kw o •• • •I 3(''h 25 GA METAL STUDS e 24" CC, 5/S" GWS EA SIDE o e' ✓ i o / Y 11 o it▪ inst� :,. •.• e• o ;'f 4 11 • o 'pa. 'r• AFF. ° 4.f . r 11• 1•r o i 101. o e O ••• o x 2" R-12 RIDGID INSULATION (U=0.0'16a xxxxxxxxxxx xxxxxxxxxxxxxxxxxxxrAtxxxx ROOFSTRICTURE SEE STRICTURAL COPEN TO MEZZANINE FLOOR SHEATHING AND FLOOR JOISTS PER STRUCTURAL DRAWINGS, LIGHT STORAGE —r ° I C •• . 4 r• Int O • "•• 31/2"x25 GA METAL STUDS 24" 0.0, R -II INSULATICN, VAPOR BARRIER ON WARM SIDE OF INSUL, 5/8" GW ELECTRICAL ROOM TYPICAL CONC. SLAB W/ 2" SAND, VAPOR BARRIER 4 GRAVEL - r LI a z z z y Om— " e a dmGm On 4 i 'a • R -I0 RIGID INSULATION UJALL SECTION 6 ELECTRICAL RM SCALE 112" P-0" •, •: 1 ,,. • 4•• .3 • 4. Si a.• :• v Kl SMOOTH CONC. TILT UP PANEL, PANTED TOP OF CAM 23'- 2" AFF. PLYW BOT 2' R-12 RIDGID INSULATION (U•0216) ROOF STRUCTURE SEE STRUCTURAL NOTZ INTERIOR FINISH UNDER TI PERMIT INSULATED WNDOWS IN ALUM. FRAME FUTURE MEZZANINE OO 10'-8° AFF. TYP. CEILING HEIGHT, URO. • °•'- ••. • •. • a'•• TYPICAL PERIMETER 4" DIA FOOTING DRAIN IN DRAIN ROCK CONNECT TO STORM Mr- �ty SMOOTH CONC. TILT UP PANEL, PAINTED iter~ TOP CF CANT 23'- 2"' ARE f(' SOT OF PLYWD NIP -SLOPED GLAZING (U30b0) BEYOND / // // // // FUTURE SUSP. CEILING TYPICAL COC. SLAB WI 2" SAND, VAPOR BARRIER 4 GRAVEL - 4 1g••. nl c,u3TAIS(ICc9Sl "0„..„..--CONC. SPANDREL e�' INSUL. WINDOW W/ ALUM FRAME (U=0.60) v M ra • 3/4' RECESS W/ 3/4' EDGE CHAMP -ER 4' CONK. SLAB ON GRADE W/ 6x6-10/10 ((UI SEE PLAN FOR FINISHES R -I0 RIGID INSULATION UJALL SECTION SCALE In'=1'-0" R-12 2" RIGID INSULATION OVER BREATHABLE VB. SIM OP OF PLATE N n 1/4' SAFETY SPbREL GLASS W/ DARK BRONZE FNIS-I d L* • a d 4 FRY REGLET NAIL ON FLASHING BUILT-UP ROOFING OVER 1/2' PLYWOOD DECKING SCREWED FROM UNDER 22 GA METAL CORRUGATED DECKING L3"x3"x5' LONG W/ 314" AB. INTO CONCRETE SPANDREL r 7 / 1 / 1 MT 6x5.91'-6" MAX 0.0. CANOPY DETAIL SCALE: I-V!" r 1'-0" BUILT-UP ROCFNG OVER V2' PLYWOOD DECKING SORBED FROM UNDER 22 GA METAL COF COATED DECKING L3"x3"x5' LONG W/ 314" AS. INTO CONCRETE SPANDREL TYPICAL PERIMETER 4" DIA FOOTING DRAIN IN DRAIN ROCK, CONNECT - TO STORM 4 MT 6x5.9 T-6" MAX 0.C. CANOPY DETAIL SCALE: 1-1/2" : I'-0" PRE-EMG5 EERED 36' PEEP GIDERS PER PLAN REVIEWED FOR CODE COMPUANCE riononugn SEP 1 9 2005 0f Tukwila 8011.1111t; nwJiSTON VA VAT ATOM ���1►��'I������I►�I►�i►Ai AV AV AV/IPr-_� RIGID INSULATION BETWEEN 2x4'. FLAT a 24' OL. PRE-ENGINEERED TRUSSES, 30" DEEP ® 10' 0.C. SECTION SECTION 2' R-10 CONTINUOUS PERIMETER INSULATION R-12 2" RIGID INSULATION TYPICAL CONC. SLAB WI 2" SAND, VAPOR BARRIER 4 GRAVEL SUILDIN& SECTION Dpik-el 2' R-10 CONTNUOUS PERIMETER INSULATION REC CITY OF EIV Jul i82IO5 PERMIT CENTER SIMILAR PRE-ENGINEERED TRUSSES, 30" DEEP s 10' 0.C• PIE-ENGIICERED 36" DEEP GIDERS PER PLAN PLYWOOD SHEATHING `•A 2' R-10 CONTN10U5 PERIMETER INSULATION SUILWING SECTION 2' HORIZONTAL R-60 CONTINUOUS PERIMETER INSULATION cC 03 CO COI I yCO PO CD •- 1 d- N wZ co 1 (nnZco N a tt o 0 0 Q �'_ W J or -co L-- Zx Ritz N d W �(/) a) n U C U C pffs II Q a I xxI o z c4 W H w O <4 Psi V1 11 T� W V1 W W z w O Z O ,L -I a LFA A— 5 Z:1CAD1200410441 Normed`A-4 A-5 A-6.dwg, A-5, 7/27/2005 7:59:22 AM CONC TILT -UP CAULK HOLLOW METAL DOOR HOLLOW METAL JAMB CAULK NOTE: PROVIDE DRIP CAP 9 HEAD HOLLOW METAL DOOR JAMS SCALE: 1-1/2" = I'-0" PAINTED CONCRETE TILT -UP PANEL PAINT BREAK TO OCCUR AT TOP OR BOTTOM INSIDE OF REVEAL r WINDOW HEAD ALIGNMENT i SECTION TYPICAL REVEAL en SILL ALIGNMENT SCALE: I-Vl" = 1'-0" PANTED CONCRETE TILT -UP PANEL SECTION FLASHING, IN UP WALL MIN 4" FILLET WELD TYP-ALL EDGES I ALL CONNECTIONS 2x2x3/16 BETUIEEN STRUTS, TOP 4 BOTTOM OF STRUTS 24 GA METAL ROOFING iW/ BAKED ON POLYESTER COATING 5/6'. EXPANSION ANCHOR BOLTS I TOP AND BOTTOM OF EACH STRUT, 4" MIN. EMBED 2x2x3A6 LSTRUTS 13' O.C. CANOPY 6 LOADING DOCK DETAIL SCALE: I-1/2' = 1'-0' COUNTER SINK FIELD FASTENERS PAINTED CONCRETE TILT -UP PANEL SKYLIGHT DETAIL SCALE: I-1/2' 2 1'-0' DETAIL RIN FLASHING UP UNDER METAL COPING SEAL EACH SIDE BETWEEN SNAP CAP AND PER CAP CONT. WET SEAL SECTION PAINTED CONCRETE TILT -UP PANEL WEATHER STRIP 4 STOP �ALUMNUM STOREFRONT DOOR WI NSULATED SAFETY GLAZING STOREFRONT HEAD DETAIL SCALE: 1-1R' SECTION ANODIZED ALUMINUM STOREFRONT/ HOLLOW METAL INSULATED PAINTED DOOR (SIM). EXPANSION JOINT CONCRETE SIDEWALK ALUM. THRESHOLD WI NEOPRENE GASKETS 2' VERT. R-13 INSULATION UNDER DOOR THRESHOLD RAIN DRIP I HEAD ONLY, EXTERIOR DOORS ONLY. (PANTED) HOLLOW METAL JAMB (PANTED) HOLLOW METAL DOOR (PAINTED 4 INSULATED) DOOR HEAD DETAIL SCALE: 1-1/2' = 1'-0' 2" R-12 RIGID INSULATION (U=0.316) PLYWOOD SHEATHING PER STRUCTURAL DRAWINGS TRUSSES PER STRUCTURAL PANTED CONCRETE TILT -UP PANEL 4 PLY BUILT-UP ROOF W/ MINERAL CAP SHEET RUN UP AND OVER CANT. TOP OF CANT 23'- 2" AFF. N STOREFRONT/HOLLOW METAL DOOR THRESHOLD 09, DOOR HEAD DETAIL SCALE: 1-I/1' = P-0' SECTIONSCALE: 1-1/2' = P-3' 24 GA METAL ROOFING W/ BAKED 04 POLYESTER COATING 2x2x3A6 LSTRITS e3' O.C. 2x2x3/16 BETUEEN STRUTS, TOP 4 BOTTOM OF FRITS V4 x 0-2" FILLET 7 WELD TOP AND BOTTOM CANOPY 6 LOADING DOCK DETAIL SCALE: 1-1/2' = 1'-0' [ 9x13.4 PAINTED 1/4 x 3"-2" FILLET WELD TOP AND BOTTOM 1/4" GALVANIZED PANEL - RETURN TO WALLS I CANOPY ENDS. DETAIL AL. PRESSURE BAR IA6"x3/4" GLAZING TAPE 1/13"x3/4' GLAZING TAPE WEEP HOLES u SKYLIGHT DETAIL SCALE: 1-1/2' = 1'-3' ANTED CONCRETE TILT -UP PANEL SECTION SECTION PANTED SHEET METAL FLASHING TOP OF 2x PLATE 22'-3' AFF. 2x PT. PLATE PANTED CONCRETE TILT -UP PANEL 1/4" GALVANIZED PANEL - RETURN TO WALLS I CANOPY ENDS. 1/4 x 0-2' FILLET WELD TOP AND BOTTOM [ 6x52 PAINTED CANOPY 6 LOADING DOCK DETAIL SCALE: 1 -IR' = 1'-0° TYPICAL WALL FRAMING ATTACH BOTTOM TRACK TO CONC. FLOOR W/ POWDER DRIVEN ANCHORS AT 24" 0.0. 5/8" GYP. BD. (TYPE 'X' I FIRE RATED WALLS.) INSULATION PER PLAN CONC. SLAB ON GRADE WALL TO SLAB SECTION DETAIL SCALE: 1-1/2' = P-3' SECTION 5/8" GYP BD. OVER 3 1/2" STEEL STUDS SUSP ACOUSTICAL CEILING CEILING TEE CAULK WINDOW HEAD DETAIL SCALE: 1-1/2' = 1'-0' NOTE GALVANIZE MISC. METAL (DYP.) PANTED CONCRETE TILT -UP PANEL PER ELEVATIONS CAULK EACH SIDE ALUMINUM FRAME 1" INSULATED GLAZING STEEL ANGLE 3"x 3° x 1/4" x 4'- 0" W/ WELDED NELSON STUD e 12" 0/C PAINTED PAINTED CONCRETE TILT -UP PANEL STEEL ANGLE 3"x 3" x U4" 14'-0" HIGH WI WELDED NELSON STUD 112" 0/C OVERHEAD DOOR ASSEMBLY WI WEATHERSTRIP OVERHEAD DOOR JAMS SCALE: 1-1/2' = 1'-0° PANTED CONCRETE TILT -UP PANEL 5/8';' EXPANSION ANCHOR BOLTS I TOP AND BOTTOM OF EACH STRUT, 4° MIN. EMBED FILLET WELD TYP-ALL EDGES ® ALL CONNECTIONS 2x2x3A6 LSTRUTS 13' OG. CANOPY 6 LOADING DOCK DETAIL SECTION SECTION SCALE: I -I/2" = 11-0° CONC PANEL 2x P.T. RIGID INSUL DETAIL CONT. CAULK COUNTER FLASH OYER SINGLE PLY ROOFING, MECHANICALLY FASTENED TO GONG PANEL SIGLE PLY TORCH APPLIED ROOFING OVER RIGID NUL AND P.T. 2x TO GONG PANEL PLANTER DETAIL SCALE: 1-1/2' = 1'-0° SECTION CAULK 5/8° GYP BD. OVER 3 1/2" STEEL I Kr STUDS 1 - I4= WINDOW SILL SCALE: Ma' • P-0° 5/8"GYP BD. rJ-- OVER 3 I/2° STEEL I STUDS I L,::::__) 1 _ TYPICAL CONC. SLAB W/ 2" SAND, VAPOR BARRIER 4 GRAVEL b' I" INSULATED GLAZING ALUMINUM FRAME CAULK EACH SIDE 13'-2" PAINTED CONCRETE TILT -UP PANEL 2 I" INSULATED GLAZING ALUMINUM MULLION PER MANUFACTURER SECTION 1/4" SAFETY SPANDREL GLASS W/ DARK BRONZE FINISH ALUMINUM FRAME CAULK EACH SIDE STOREFRONT SPANDREL GLASS DETAIL SCALE: 1-1/2' = 1'-0 SECTION 51GLE FLY TORCH APPLIED ROOFING OVER RIGID INSUL AND P.T. 2x CODE SEP g 2045 ow � ? insN'1 stat, DIS'` SFEET METAL CAP, PANTED, BEVELED TO DRAIN TO FRONT 2x6 P.T. PLATE CN SILL SEALER PLANTER DETAIL 3/4' RECESS W/ 3/4" EDGE CHAMFER RECEIVED CITY OF TUKWILA JUL 282U05 PERMIT CENTER SCALE: 1-112°' 1'-0' SECTION 0)m ro co 00 I I M it N O co LI N Z to w_ Ea co rr 3 r - w ....0.-.., WW W a~ co F- ZNW CL LL rcnrn rad L!JC° ciD C I --I r--1 wa z Z ct- � �NN 0< c o V1 W ZNN Q W CD0 cL4 t+4 CQ W� U 1-4O ate, 101Z rI 00 0 000 c A— 6 Z:1CAD1200410441 Normed\A-4 A-5 A-6.dwg, A-6, 7/27/2005 7:24:14 AM 4 I 0 i) M 0 I N r _ O 0 330'-0" i 55'-0" 60'-0" 135-0" 80'-0" A-1.2 0i cV C-1.2 SIM. T m N N FB L _ -0"_)_ (-5'-0") F4.0 (-1'-0") fi 2'- 2 ih r N N F4.0 (-1L-4°� 43 -1F5.6 j(-1 0" ) I _ ,® F4.0 F5.6 (-1'-0") il (-1'-0") F4.0 (-1'-0") --1 -�F5.6 (-1'-0") r1FA f 2'-o- . 2I @--'I I (-1 '-0") C-1.2 A-1.2 ri F8.0 (-0'-8") F8.0 (-0'-8") LIi F8.0 (-O'-8") FA (-1'-0") d (ai'-o") filWAUU 25'-0" I ELISir " J rya .4k r I/L- I 1 1 - L�I-� F6.0 (-0'-8") r I ' L_ F6.0 (-0'-S") 4k 14 1+ 42 F8.5 (-0'-8") C-1.2 -0") H-1.2 r C-1.2 6" SLAB W/ SIM. #4© 18"OC E.W. A-1.2 1+4k [MI Q 2 49IQ o Is N u) ED ED I •4k � 4+1 I4' FA © -( 1'-0J O ( 1.-0" -- 7 C-® L F4.0 F4.0 (-1'-0") e (-1 t0") I II 27-8" i 122'-0" , 1-1 `r L _J I F6.0 (-2'-10") N r- - t AL I 1 L_ J F6.5 (-O'-8") 51/2" CONCRETE SLAB ON GRADE W/ 12"x12" W2.9xW2.9 W.W.M. F.F.E. = TOS = DATUM = 0'-0" L F8.5 (-0'-8" FD 4'-0" FA (-1'-0") Er 35'-0" L 40'-0" I. 40'-0" 25'- 22'-0" - I ea CD F4.0 (-1'-0") 45'-0" 45 +4k 4' 'ALL I M I L_J 1 F6.5 (-0'-8") q4k 1+4+ L_ __J F8.5 I (-0'-8") -5'-0") H-1.2 r I C-1.2 6" SLAB WI I SIM. #40 18"OC E.W. A-1.2 FC FC (-5'-0") (-5'-0") C- J J O S } I`(-2'-10") O it i I FD J a w 2 I L 4'-0" + 44 F8.5 (-0'-8") I(A1,-0„)�z (-1'-0") �FA (A1'-0") �s (A1'-0") C _lam L F4.0 (-V-0") p II 22'-8" 22'-0" 1 45'-0" 25'-O" 22'-0" ED 1E4.0 (-1'-0") 45-0" 22'-S" 1 1E4.0 (-1'-0" 22'-0" F 40'-0" LtJ F8.5 (-0'-8") r F5.0 (-1'-0") 45. -1 F4.0 F4.0 0 I (-5'-0") I- -C-- 11 1 F5.0 '1 t (-5'-0") 0 0 0 4'-O" F4.0 (-5'-0") 0 in N I in N N N I N F4.0 F5.0 r111(-1'-0") (-1'-0")_'J -� I 19 01 F5.60I b - (-11-0" f�-I \--Nt- - F5.0 2'-0" (-1'-0" F4.0 F4.0 (-1'-0") 30'[0" 330'-0" FOUNDATION PLAN SCALE: 146" = 1'-0" NOTES: 1) FINISHED SLAB IS REFERENCE DATUM 0'-0". 2) ELEVATIONS SHOWN THUS: ( ) INDICATES TOP OF FOOTING ELEVATION BELOW REFERENCE DATUM. 3) NUMBER SHOWN THUS: O INDICATE CONCRETE PANEL NUMBER REFER TO SHEET S-1.3, 5-1.4, S-1.5, & S-1.6. FOR ELEVATIONS. bpinkl05 4) REFER TO SHEET S-1.2 FOR TYPICAL CONSTRUCTION, SHRINKAGE AND CLOSURE STRIP JOINT DETAILS. CONTRACTOR OPTION FOR C.J. LOCATIONS. 5) O INDICATES STEP FOOTING REFER TO SHEET S-1.2. 6) FOOTING SIZE BASED ON ALLOWABLE SOIL BEARING PRESSURE = 2000 PSE. 7) PAD FOOTING ALONG GRID B & GRID 2 HAS BEEN DESIGNED FOR FUTURE 8K DL & 40K LL MEZZANINE LOAD. (.2 KLF DL, 1.0 KLF LL.) 8) CONTINUOUS FOOTING ALONG GRIDS A,D,1 & 10 HAS BEEN DESIGNED FOR FUTURE MEZZANINE LOAD. (.2 KLF DL, 1.0 KLF LL.) 1' 25'-0" 40'-0" 1 FOOTING SCHEDULE MARK SIZE REINFORCING F4.0 4'-0" x 4'-0" x 1'-0" 4-#5 EA. WAY BOTTOM F5.0 5-0" x 5'-0" x 1'-O" 7-#4 EA. WAY BOTTOM F5.6 5'-6" x 5'-6" x 1'-0" 5-#5 EA. WAY BOTTOM F6.0 6'-0" x 6'-0" x 1'-1" 6-#5 EA. WAY BOTTOM F6.5 6'-6" x 6'-6" x 1'-1" 7-#5 EA. WAY BOTTOM F8.0 8'-0" x 8'-0" x 1'-5" 9-#5 EA. WAY BOTTOM F8.5 8'-6" x S'-6" x 1'-5" 10-#5 EA. WAY BOTTOM FA S-0" x 1V-0" x 2'-0" 4-#6 LONG WAY TOP & BOTTOM #5 0 12"OC SHORT WAY TOP & BOTTOM FB 5'-0" x 48'-0" x 3'-0" 7-#8 LONG WAY TOP & BOTTOM #6 0 12"OC SHORT WAY TOP & BOTTOM FC 4'-0" x 25'-0" x 3'-0" 6-#7 LONG WAY TOP & BOTTOM #5 0 12"OC SHORT WAY TOP & BOTTOM FD 4'-0" x RE: PLAN x 2'-0" 6-#7 LONG WAY TOP & BOTTOM #5 0 12"OC SHORT WAY TOP & BOTTOM 0 in \REVIEWED FOR CODE COMPLIANCE \ boornuF0 j SEP 19 2005 4 AN SHEET INDEX 51.0 = GEN:RAL NOTE S1.1 = FOUNDATION PLAN S1.2 = FOUNDATION SECTIONS 51.3 = PANEL ELEVATIONS S1.4 = PANEL ELEVATIONS S1.5 = PANEL ELEVATIONS S1.6 = PANEL ELEVATIONS S1.7 = PANEL DETAILS S1.8 = PANEL DETAILS S1.9 = PANEL DETAILS 52.1 = ROOF FRAMING PLAN S2.2 = ROC F SECTIONS S2.3 = ROCF SECTIONS pniEw FEB 2 8 2005 Reid Middleton, Inc. th T. (208) 324--8180 FAX (206) 324-8248 RICHARD HUDSON Sc ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 4S r- ` . s .,: '":1 �. 0 0Th en a 1 PROJECT H0439 V E ›- en en Z Q ce 0 CHECKED BY MEN DATE II -16-04 DESCRIPTION SUBMIT FOR PERMIT RE -SUBMIT FOR PERMIT DATE O I I 2-16-05 N N (3) 0] c0 • 141 00 03 I I 11) 14) 'v N cO 0 0 v - W xZ W fTl AHI. I ZUD W gral w� o < � a c W A criZw wo O Z O tA-1 S-1 . 1 OF: 13 P.C,PANEL REINFORCE PER PANEL ELEVATION ct VARIES 4'4" GROUT (TYP) GRADE RE: ARCH. 3" GROUT COVER (MIN.) ON CONNECTION DETAIL A OR DETAIL B #5 BAR 4Isx244 x 0'-33/4" (CO EA. BAR) L 4x3x1/4 x 0'-6" W/2 -#5x2'-0" ® 4" GA. FE 1/.x3 x O'--10" #4 CONT. #4 ® 18"OC CONC. SLAB 1'-6" 111/4" MIN. U.N.O. s \3"CLR)' CONT. FTC W/4-#5 (2T.& 2B.) U.N.O. 1"BRGIE I./ 1'-2" - 2'-0" RE: PLAN 21 ... 4 r 143„ PANEL JOINT dT c nn n (RE: PLAN) ® 1 Ji L_I4 S II W/3-1/2"0x6"W.H.S. ® 6" GA. I 25 25 (USE It 1/2x6" x 1'-0" W/2 -1/2"0x6" W.H.S. ® 6" GA. ® CORNER PANEL CONNECTION). IE 1/2"x6 x 1'-6" SECTION A-1.2 SCALE: 44" = 1'-0" 11/2" TYP W/4-44"0 EXP BOLTS (EMBED 5" MIN) I I I I I I 1" LEVELING GROUT 1/4 V ISOLATION JOINT COL. RE: PLAN 1'-10" DIAMOND ISOLATION JT. ® EA. COL. (OR 22"0 ROUND BLOCK OUT). CONC SLAB DEPTH RE: FTG SCHED 3'-6" 4'-0" MAX. 1'-6" MIN. 111 I' SEE FTG SCHEDULE FOR SIZE & REINF SECTION D-1.2 SCALE: 44" = 1'-0" 1'-0" MINIMUM FREE DRAINING BACK FILL FULL HEIGHT OF WALL CONCRETE APRON RE: ARCH. 2"CLR TO VERT. REINF. q, VARIES 3" GROUT COVER (MIN.) 12" 16" _13" CLR Iz OF PANEL & FOOTING P.C. PANEL RE: PANEL ELEV. FOR WALL REINF. MC6x18 x 0'-10" CSD 61/4" PANEL MC7x19.1 x 1'--4" • 71/4" PANEL MC9x23.9 x 1'-4" ® 91/4" PANEL W/IE'S & DOWELS IE sx3 x 1'-0" EA. ® ESIDE #5 BAR —r (EA. SIDE OF IE) II iE �isx344x344 #4 ® 16"OC HORIZ. #4 © 16"OC VERT. 2"0 WEEP HOLE ® 6'-0"OC L 4x4x1/4 x 0'-8" W/2 -#5x3'-0" © 4" GA. FEVax3x01-6" CONCRETE APRON RE: ARCH. CLR CONT. FTG W/3-#5 I It }E 1/2"x10" x 0'-10° • . • W/4-1/2"0 x 6"W.H.S. n N LOCATE CONNECTION ® EA. PANEL JOINT DETAIL A L 4x3x1/4 x 0'-6" W/2 -#5x2'-0" © 4" GA. IE 1/4x3 x 0'-5" 10" �5" ® EA. PANEL IE TO EMBED IE IE "x6 x 0'-6" W/2-1/2"0x6"W.H.S. 0 4" GA. AT 4'-0" OC TYP. AT ALL PANELS W/0 SLAB TO PANEL DOWELS. 1Y DETAIL E 3' CLR} 11/2" 61/2" 61/2" 11/2" IE 1x16 x 1'-4" W/6-7/13"0 A36 THREADED RODS 1'-7" +!m iii' ITE*-~ RE: PLAN SECTION E 1.2 SCALE: 44" = 1'-0" 416 /10 \;\/".>> LOCATE CONNECTION ® 4'-0" OC TYP. UNO. DETAIL AB i^ r DETAIL EA DOWELS PER PLAN MC7x19.1 FOR 71/4" PANEL MC9x23.9 FOR 91/4" PANEL r DOWELS PER PLAN MC6x18 FOR 61/4" PANEL NOTE: fE 3x3 x 1'-2" NOT SHOWN FOR CLARITY. DETAIL EB ® 18"OC 1'-7" 44" GROUT (TYP.) (RE:PLAN) ce /51/2", 1'-0" 2'-8" SECTION H -1.2 SCALE: 44" = 1'-0" LOCATE CONNECTION ® 3'-0"OC DETAIL HH SIDEWALK RE: ARCH. 12" 10" #4 CONT. #4 ® 18"OC 5" CONC. SLAB 1'-4" 1 0'—o" 2--#4 CONT. SECTION J-1.2 SCALE: 4'4" = 1'-0" Q,(RE: PLAN) 111/x" PANEL W/DETAIL FA 6Y4" PANEL W/DETAIL EB PANEL ter---- IE RE: ® MID HT. OF COL. T.S. COL. RE: PLAN CLOSURE STRIP PAINT COL W/ THREE COATS ASPHALTIC PAINT OR PROVIDE y.4 MIN 3 INCHES CONCRETE COVER. BASE IE 44x101 x 1'-2" W/4 -1"O EXP. BOLT 1" GROUT II II o Il J RE: A-1.2 FOR CONNECTION P.C. PANEL RE: PANEL ELEV. FOR WALL REINF. E: SCHEDULE 0 I- ma 1-0 3"CLR DETAIL F FOOTING RE: SCHEDULE 12" 1" GROUT IE 44x20 x 1'-4" W/4-7/8"0 A36 THREADED RODS IIT RE: PLAN DETAIL B SECTION B 1.2 SCALE: 44" = 1'-0" I r DOWELS f PER PLAN 2-L 5x31/2x% x 1'-O"LLH ® 111/4" PANEL DETAIL FA 1'-6" 1'-6" MIN. c.) 0 cc JAMB L RE: ARCH. 40 OVERHEAD DOORS ONLY. L 4x4x1/4 GALV. W/W0x4" W.H.S. ® 24"0C PANEL BEYOND 2 #5 CONT. CONC SLAB RE: PLAN P.C. PANEL RE: A-1.2 FOR PANEL TO FTC CONNECTION CONCRETE APRON RE. ARCH. 111/4" REINF. PER PANEL ELEVATIONS PILASTER #4 TIES RE: PANEL ELEVATIONS FOR SPACING 1/4 V SIDEWALK RE: ARCH. DEPTH MIN. RE: FTG 1'-7" SCHED. 3"CLR #4x C1� 18"0C 1'-7" SECTION F-1.2 SCALE: 44" = 1'-0" JOINT LOCATION 11 25 3"CLR ! III III' RE: PLAN 9 SCALE: 44" = 1'-0" 10" • 2'-6" #4 QI ( ®24"OC c▪ N (RE: PLAN) 4-#5 CONT. SECTION C-1.2 • R 416 21/2" 21/2" II II II II PANEL REINFORCING 2-L 5x31/2x3 x 1'-11" W/3 -#6x3' -O" DOWELS &1/2"CAP B0EA. END r--- fE 4'isx3 x 0'-6" RE: FOUNDATION PLAN #4x3'-0" DOWEL ® 24"0C CLOSURE STRIP (C.S.) JOINT LOCATION RE: FOUNDATION PLAN SEE FTC SCHEDULE FOR SIZE & REINF. P.C. PANEL SECTION G-1.2 SCALE: 4/4" = �crizi z of 0 3,_0" rtY ®(RE: PLAN)k MAX. SHRINKAGE JOINT (5•J•)4ONT. JOINT LOCATION RE: FOUNDATION PLAN (25'-0"OC MAX.) 1l2" 0x 3'-0" PLAIN BAR ® 24"0C -GREASE ONE END N SLAB ON GRADE W/6x6- W1.4/W1.4W. W. M. CENTER IN SLAB,STOP ® C.J. CONSTRUCTION JOINT .(C.J.) ¶½"MAX. 1.511 P.C. O'—o" (RE:PLAN) ce IE 44x6 x 1'-0" W/2-7/C0x8" W.H.S. EA. FACE OF PILASTER 10" 3" 3' E ED k)R CODE CON±PLIANCE Dent ruarmn SEP 1 9 2005 PA\JEL ;74-11tEli!!!!!: ill" r\Yk \�` 4-#5 CONT. #5 1'-0" 1'-0" TYPICAL STEP FOOTING REWIIIEWETh FEB 2 8 2005 Reid Middleton, Inc. `Q. 'l4 at ill 0 . . o ra PROJECT HO -439 V F m z o CHECKED BY BET( t La 0 DESCRIPTION SUBMIT FOR PERMIT RE -SUBMIT FOR PERMIT DATE 4 -in P I co II 0 I co N •r O) tD fm 03 Da M I d N 0 v N W z ox 0-L. W F--1 1---1 o UD U ral FT -I on � a o w z W 410 04-1 o -4 (15 0 TEL. (208) 324-6160 FAX (208) 324-8248 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 S 1 .2 OF: 13 TYP lee 3>s 6"TYP #5 A706 TYP. [ROOF ELEV.] L 2+x21hx3 x 1'-0" SEE PANEL ELEV. FOR REINF. TYPE A CONNECTION 0-- L 2x2x33 x 0'-8" W/2 -%"0x6" W.H.S. C� 6"OC PILASTER TYPE F CONNECTION 2-#3 TIES © 5"OC TOP & BOTTOM REST ® 10"OC 0 - STUB STEEL OF SAME DIAMETER AS VERTICAL BARS W/6" LEG 1'-o" SECTION L-1.7 SCALE: 3/4" = 1-0" f2 3/8x61/4 x 2'-0" 2" 10X1" 1014" , 101C Y 11'' 1r ER Ir E5 L 2x2x14 x 0'--8" W/2 -#5x1'-6" @ 6"GA. (DO NOT BEND BARS) 0- JOINT (TYPICAL) f2 4x+/4 x 0'-6" 3" 3" PANEL THICKNESS NOT EQUAL ® SIM. SECTION TYPE B CONNECTION SEE PANEL ELEVATION FOR CONNECTION LOCATIONS IA" JOINT (TYPICAL) RECESS PILASTER BELOW © X PLAN TYPE G CONNECTION 2-#7 HORIZ. CSD TOP #4 ® 18"OC VERT. IN CENTER #5 ® 18"OC HORIZ. TYP. 2-#7 HORIZ. O BOTTOM 7Y4" LOWER SPANDREL SECTION M-1.7 SCALE: 3/4" = 1'-0" 416/9• I? 3%%x6Y4 x 2'-0" THREADED STUD FOR fa EMBED f2 %x7V4 x 3'-8" W/4-7/s"0x5" W.H.S. ® 10b "OC d5 3 -#7 BARS L 2+/ x21 x3 x 1'-0" II - 3-#7 BARS SECTION T-1.7 SCALE: 3/4" = 1'-0" 2-#6 HORIZ. ® TOP #4 CSD 18"OC VERT. #5 ® 18"OC HORIZ. TYP. 2-#6 HORIZ. CSD BOTTOM L 2x2x1/4 x 0' 4" I/4 PE +/4x4 x 0'-6" W/2 -#5x2'-0" 4"GA. ADDITIONAL PANEL ® SIM. i L 3x3x+/4 x 0'-6" W/2- #5x2'-0" 0 4"GA. TYPE C CONNECTION fp 4x3x+/4 Y4 L 3x3x+/4 x 0'-6" W/2 -#5x2'-0" 4"GA. UPPER SPANDREL co co L 3x3x+/4 x 0'-6" W/2 -#5x2'-0" 4"GA. +/4 6Y; L 2x2x+/4 x 0'-4" L 3x3x+/4 x 0'-6" W/2 -#5x2'-0" 4"GA. SECTION H-1.7 SCALE: 3'4" = 1'-0" 5'-0" „ " VERT. REINF. RE: PANEL ELEVATIONS L 3x3x+/4 x 0'-6" W/2 -#5x2'-0" ® 4"GA. fl? +/4x4 x 0'-5" I/4 L 3x3x11. x 0'-6" W/2 -#5x2'-0" 4"GA. TYPE D CONNECTION 7Y4" RE: PC SPANDREL ELEMENT © PANEL 55 fa 4x6x+/4 x 0'-6" W/2 -#5x2'-0" 4"GA. L 2x2x+/4 x 0'-4" Ip 4x6xI x 0'-6" W/2 -#5x2'-0" 4"GA. 4-#6 VERT. #6 ®6"OC VERT. EXTERIOR SECTION N— .7 SECTION P-1.7 SCALE: 3'4" = 1'-0" 2-#3 TIES CSD 5"OC TOP & BOTTOM REST ® 10"OC 3-#7 VERT. EA. FACE 11 Y4" 2-#3 TIES ® 5"OC TOP & BOTTOM REST ® 10"OC 4-#6 VERT. EA. FACE SCALE: 3/4" = 1'-0" 1174' SECTION U-1.7 SECTION V-1.7 SCALE: V4" = 1'-0" SCALE: 3/4" = 1'-0" 4-#6 VERT. 4 © 6"OC HORIZ. STAGGERED ALT. FACE RE: PC SPANDREL ELEMENT @ PANEL 58 VERT. REINF. RE: PANEL ELEVATIONS SECTION J-1.7 SCALE: 3'4" = 1'-0" 4-#6 HORIZ. ® 4"OC CONT. ® TOP 774" #4 ® 18"OC VERT. IN CENTERED #5 ® 18"OC HORIZ. TYP. 4-#6 HORIZ. • 4"OC CONT_ O BOTTOM BENT It +/4x4 x 0'-5" 3-#6 HORIZ. EA. FACE L 3x3x+ x 0'-6" W/2 -443"0x6" W.H.S. ® 4"GA. L 3x3x+/4 x 0'-6" W/2 -#5x2'-0" ® 4"GA. TYPE E CONNECTION HORIZ. & VERT. STEEL RE: PANEL ELEVATIONS. 12 +/4x4 x 1'-0" W/2 -#5x2'-0" ® 8"GA. 4-#6 HORIZ. • 4"OC CONT. © TOP #4 ® 18"OC VERT. W/HOOKED 180' ENDS #5 0 18"OC HORIZ. IN CENTER 1174" 6Y4' C #3x2'-0" LEG HAIRPIN CO EA. #5 BAR r L 2x2x+/4 x 0'-10" 3'16 I? Y4x4 x 1'-0" W/2 -#5x2'-0" 8"GA. 3-#6 HORIZ. EA. FACE CD SECTION K-1.7 SCALE: V4" = 1'-0" 734" 4-#6 HORIZ. (� 4"OC CONT. BOTTOM 2-#5 HORIZ. ® TOP #4 0 18"OC VERT. IN CENTERED 2-#5 HORIZ. 2-#5 HORIZ. @ BOTTOM 774" HORIZ. & VERT. STEEL RE: PANEL ELEVATIONS. SECTION Q-1.7 SECTION R-1.7 SECTION S-1.7 SCALE: V4" = 1'-0" 4 #5 VERT. #4 CO 36"OC EA. FACE HORIZ. (HORIZ. PROJECTION © 18"0C) #4 ® 36"OC EA. FACE VERT. (HORIZ. PROJECTION 18"OC AS SHOWN) 4 r r SECTION W-1.7 SCALE: 3'4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" CO-__,/opseNt‘rti\jaksb t��,� !Ot iDE.k-41 sad SECTION X-1.7 SCALE: 3/4" = 1'-0" \cs^-464 Vim.."•��p� 1;t rnV.4• Ott,: o C�/III .1�n'1\iD FEB 282005 Reid Middleton, Inc. SECTION Y-1.7 SCALE: 3" = 1'-0" TEL. (206) 324-8180 FAX (206) 324-6248 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1605 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 MI C'o F.J. z r , PROJECT 140439 DRAWN BY MIKE CHECKED BY BEN 9 to W a 0 DESCRIPTION SUBMIT FOR PERMIT RE -SUBMIT FOR PERMIT DATE 11-18-04 0 I w I N r tO N N w z O_ Lai Z ie OW °3 Z w�to Q o4 a La W aJ OHS H N W Nrn picCal) I ---I S-1 .7 OF: 13 3-#6 HORIZ. EA. FACE HORIZ. & VERT. STEEL RE: PANEL ELEVATIONS 11Y4" 0 r— DETAIL A E-1.8 t F-1.8 tZt t 11/4" #4x3'-0" DOWEL TS 4x16x316 tins" L. ■ r 634" IR 1/2x12 x 1' 4" W/2 -3/4"0x5" W.H.S. & 2 -IE 1/4x2 x 0'-3" W/2-#5 A706 GRADE DOWELS 416N 416N SECTION A-1.8 SCALE: 3/4" = 1'-0" 6Y4" TYPE C CONNECTION TYPE C CONNECTION BEYOND B -1.8r OR // B-1.8 SIM. I-1 (1/4" BACKER 1/4" BACKER) n G-1.8 Y-1.7 9' 1" 1" a1 L 4x6x1/2 x 1'-0" W/2-#5 DOWEL 0 9"GA. STRAIGHT & 2-#5 DOWEL @ 9"GA. BENT NOTE: METAL DECK NOT SHOWN FOR CLARITY. F? 1/4x5Y CONT. - W/1/2"0x5" W.H.S. c� 24"OC RE: C-1.8 FOR EMBED. Fl L 4x4x1/2 x 0'-61/4" W/#5x2'-0" DOWEL CENTERED 416 41611 L 4x4x1/2 x 0'-614" BOTTOM SEAT 456 > 44617 SECTION D-1.8 SCALE: 44" = 1'-0" L 3x3x1/4 x D'-8" W/2 -#5x2'-0" 6"GA. DO NOT BEND BARS. 358 " e ------------- --- 2'-O" SECTION H-1.8 SCALE: 3/4" = 1'-0" L 4x4x1/4 x O'-61/2" W/2 -#5x2' -O" ® 4"GA. 1/4 V4" fE 14x6 x 0'-9" W/2- 3/4"0x5" W.H.S. a1" 1"),, 9'. F) 916 L2 #4 VERT. A-1.8 a 4561` 3161\ TS 4x16)416 WINDOW RE: ARCH. #4x3'-0" DOWEL e IP 1/2x9 x D'-9" W/4 -3/4"0x5" W.H.S. ® 7"GA. L 2x2x1/4 x 0' 6" L 4x4x1/4 x 0'-8" - W/2 -#5x2'-0" C� 6"GA. 64" 1114" FLYING SPANDREL BEYOND TYPE C I? 1/2x12 x 1'-4" W/2 -3/4"0x5" W.H.S. & 2 -Ft 1/4x2 x 0'-3" W/2-#5 A706 GRADE DOWELS CONNECTION 3-#6 VERT. ® EA. FACE HORIZ. & VERT. STEEL RE: PANEL ELEVATIONS ., L 4x4x1/2 x O'-71/4" W/#5x2'-0" DOWEL CENTERED L 4x4x4/4 x 0'-71/4" BOTTOM SEAT HORIZ. & -' VERT. STEEL RE: PANEL ELEVATION L 4x4x1/2 x 0'-5" W/2 -#5x2'-0" O 3"GA. 45611 L 4x4x1/2 x 0'-5" K-1.8 L-1.8 11 Y" 2-#3 TIES 5"OC TOP & BOTTOM REST ® 10"OC 3-#6 VERT. EA. FACE PLAN B-1.8 SCALE: 3/4" = 1'-0" SECTION E-1.8 SCALE: 4'4" = 1'-0" PC PANEL RE: PANEL PC PANEL RE: PANEL 78 & 80 12 1/4x6 x 0'-8" W/2-#5 @ 6"GA. " SECTION J-1.8 SCALE: 'r4" = 1'-0" FE 1/2x6 x 1'-0" w/2 -#5x2' -O" RE: PANEL 5 FOR HORIZ. PLACEMENT HORIZ. & VERT. STEEL RE: PANEL ELEVATION DETAIL B 2 CD 34CLR L 3x3x1/4 x 0'-6" W/2 -#5x2'-0" @ 4"GA. 6Y4"I L 2x2x1/4 x 0'-4" L 3x4x1/4 x 0'-6" W/2 -#5x2'-0" ® 4"GA. 61/4" PANEL TYPE C CONNECTION 22GA. CLOSURE It 1/4x53'4 CONT. W/1/2"0x5" W.H.S. C4A 24"OC 11 YC PLAN F-1.8 SCALE: 3/4" = 1'-0" HORIZ. & VERT. STEEL RE: PANEL ELEVATION L 4x4x1/4 x 0'-8" W/2- #5x2'-0" CSD 6"GA. L 2x2x1/4 x 0'-6" 416 IQ 1/4x6 x 0' 8" W/2-#5 6"GA. HORIZ. & VERT. STEEL RE: PANEL ELEVATION J-1.8 474" 2" < PLAN K-1.8 SCALE: 3'4" = 1'-0" 2 CD RE: ARCH 15/32" PLYWOOD SHEATHING SCREWED TO B- DECK w/#s SCREW ® 6"OC 313"0 / \COC Wee) 11/2"x22GA B -DECK 6"OC 4" t i n • • • • • • L 4x4x1/4 CONT. W/1/2"0 A36 THREADED ROD W/916"DRILL BIT & EPDXY 41/2" MIN. EMBEDMENT. 456 V 416 V • • TS 3x3x1/4 ® 48"OC IE 14x4 x 0'-9" W/2 -1/2"0x4" W.H.S. @ 48"OC SECTION C-1.8 SCALE: 3" = 1'-0" 456 L 4x6x1/2 x 1'-0" - W/2-#5 DOWELS BENT ® 9"GA. & 2-#5 DOWELS STRAIGHT CSD 9"GA. HORIZ. & VERT. STEEL RE: PANEL ELEVATIONS L 4x4x1/2 x 0'-71/4" W/#5x2'-O" DOWEL CENTERED L 4x4x3 x 0'-71/4" BOTTOM SEAT L 4x4x1/2 x 0'-61/4" L 4x4x1/2 x 0'-61/4" W/#5x2'-0" DOWEL CENTERED 61/4" PANEL HORIZ. & VERT. STEEL RE: PANEL ELEVATION 45 HORIZ. & VERT. STEEL RE: PANEL ELEVATIONS 3ls V f2 1/2x9 x 0'-9" 6Y4" W/4 -3'6"0x5" W.H.S. ® 7"GA. PLAN SCALE: 44" �714" � =3 11C G-1.8 rEVIFOC I COD Or CE atom- erm SEP 19 2005 City Of Tukwiia d kn.DIN ni PISTON Dz-k--41Y HORIZ. & VERT. STEEL RE: PANEL ELEVATION L 4x4x1/2 x 0'-5" W/2 -#5x2' --O" ® 3"GA. L 4x4x1/2 x O'-5" 456 F? 1/2x6 x 1'-0" W/2-#5 6"GA. - 5" 416 FE 1/2x HORIZ. & VERT. STEEL RE: PANEL ELEVATION J-1.8 234" 4" PLAN L-1.8 SCALE: Ye = 1'-O" FEB 2 8 2005 Reid Middleton, Inc CO 0 -00 Pigs' GD H F+rl • Hi o U) z I:4 ww U o n< 1.4 w• U) ZW A IX Wo Z O o• o r• -I TEL. (208) 324-6160 FAX (208) 324-6248 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1805 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 • S 1 .8 OF: 13 PROJECT 140439 iaa DRAWN BY {,1 c-% MIKE CHECKED BY SENikt r ;f..;- al I' ` -,p C E. 0 A i IAI- 4 0 DESCRIPTION SUBMIT FOR PERMIT RE -SUBMIT FOR PERMIT DATE Tr oO I co I 1 w I N r CO 0 -00 Pigs' GD H F+rl • Hi o U) z I:4 ww U o n< 1.4 w• U) ZW A IX Wo Z O o• o r• -I TEL. (208) 324-6160 FAX (208) 324-6248 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1805 12TH AVENUE, SUITE 18 SEATTLE, WASHINGTON 98122 • S 1 .8 OF: 13 6xBLOCKING OVER GIRDER HOLD BACK FROM END OF GIRDER FOR WELD ACCESS X„ 5X" 7X" GIRDER DIM. i 4" JOIST GIRDER PER PLAN L 4x4x1/2 x 1'-2" LONG, - W/(2) 3"0 A325 BOLTS. (1) EA. SIDE 3" GUSSET g OF JOIST GIRDER. 1'—OY4 V CD z Z ZJ 00cc 2X" 3x DIM 2x58 DEPTH 2X" JOIST ===-1:i p t:S. Zr 4" PLYWOOD ROOF DIAPHRAM MST37 ® 48"OC OVER FIRST 2 TRUSSES PT. 4x8 Q, [RE: PLAN] 1'-0" „ X' n 71/4" SPANDREL ELEMENT OF PRECAST PANEL fl? 1/2 x 1'-6" W/(3) 3'a"0 W.H.S. TOP & BOTTOM AS SHOWN IN DETAIL (6) TOTAL SECTION A-2.3 SCALE: 11/2" = 1'-0" HOLD BACK 3x1? FOR WELDING OF 1/2"x9" x 1'-5" TO W SECTION FLANGE (EACH SIDE) NAILING RE: PLAN 7/13"0 SILL IP ANCHOR WELDED ®0 OF W SECTION @ 2'-0"OC EACH SIDE 1 " 1 TS COLUMN M 1'-3" Y4 3" 34"1 3" (3)#6BAR EACH HOLD BACK 3x IQ FOR WELDING OF IQ 1"x9" x 1'-5" TO W SECTION FLANGE (EACH SIDE) NAILING PER PLAN 1/2" ANCHOR BOLTS ® 2'-0"OC W/5" MIN EMBED. 6" " 5" 1 5" / T EACH ` SIDE 1/4 1L' 1/2" x8" x61" w_-_Wre. a ET- --1 i rsei a �a,ii,jBaa .;� Isar Ann'Sirsi0a1 , Air, 0 SIDE (A706) (6) TOTAL EXTEND FOR 5'-0" PAST 1"I? 'is" 2"®6" 4'-0" LEG #4 HAIRPINS ® 3"O.C. REMAINDER © 12" O.C. EXTEND FOR 5'-0" INTO P.C. PANEL MIN AFTER 1"f2 5'-0" 4" 9X" 12 1e"x9" x 1'-5" CENTERED @ GIRDER AND W SECTION FLANGE il? %"x10" x 1'-1/2' WITH SLOT TO ACCEPT W SECTION'S WEB EACH SIDE OF GIRDER RE: 0-2.2 GIRDER BEARING, TYP / EACH SIDE 5,i6 \ OF GIRDER COPED W12x58 EACH SIDE OF GIRDER SECTION D-2.3 SCALE: 11/2" = 1'-0" 10" 1'-0X" 5A s" If �3I6' 3—#6 BARS EACH SIDE (A706) I? 1"x91/2" x 1'-3" WEB r X" 7" " • 12 44"x5" x 1'-9" CENTERED CSD P.C. WALL & W SECTION FLANGE P %"x10" x 1'-4" WITH SLOT TO ACCEPT W SECTION'S WEB RE: G2.2 GIRDER BEARING, TYP �W16 COPED W12x58 TS COLUMN PER PLAN "x61" x 1'-3" SECTION B-2.3 SCALE: 11/2" = 1'-0" 1"0 NELSON SILL IP ANCHOR © 24"OC TYP. ALONG 4x4. 4x4 CONT. ROOF SHEATHING RE: SCHEDULE e [RE: PLAN] 2x6 W/LU26 HANGER 18GA. CLOSURE W0x3" W.H.S. ® 24"OC (4 STUDS MIN. ALONG LENGTH) METAL DECK RE: GENERAL NOTE 1'—OY" / EACH SIDE \ OF GIRDER 10" ROOF SHEATHING THICKNESS PER PLAN 3x DIM JOIST DIM 1'-0X" WEB %"0x3" W.H.S. 12"OC (8 STUDS MIN. ALONG LENGTH) METAL DECK RE: GENERAL NOTE EMBED f2 4x61/4 x LENGTH OF WALL 313"0x5" W.H.S. ® 24"OC (4 STUDS MIN. ® WALL) PANEL RE: PLAN METAL DECK RE: GENERAL NOTE EMBED I2 3x71/4 x 7'-7" 3/4"0x5" W.H.S. CSD 12"OC (8 STUDS MIN. © WALL) PANEL 85 RE: PLAN SECTION E-2.3 SCALE: 3/4" = 1'-0" P.T. 12 3x6 W/1/2"0 ANCHOR BOLTS ® 24"OC EMBED 5" MIN. A706 (3) #6 BAR EA. FACE (6) TOTAL „ TYP. 3'e" 1, 7/e"0 SILL 12 ANCHOR ® 24"OC ALT. SIDE OF WEB 3x10 I7' W/ SILL fi' ANCHORS CSD 2'-0" 0.C. �` 3x 22X"DIM. CONCRETE SHEAR WALL 3" EXTEND EA. #6 BAR FOR 5'-0" MIN. SLOPE BARS RE: PANEL ELEVATIONS. DO NOT BEND. 1"TYP SLOTTED IP 318x3 x 01-5" (3) SHOWN (2) #6 (A706 GRADE) ® F? 3/4" 416" " 343"0x3" W.H.S. CSP 24"OC (4 STUDS MIN. ALONG LENGTH ) L 6x4x% LLH CONT. 343"0x5" W.H.S. @ 24"OC (4 STUDS MIN. © WALL) PANEL RE: PLAN " 31 IP 1/2x61/4 x 1'-0" 6Y4" DIM. SECTION C-2.3 SCALE: 11/2" = 1'-0" s [RE: PLAN] L 6x4x% LLH CONT. %"0x5" W.H.S. 24"OC c PANEL RE: PLAN D44ne X„ W12x58 STEEL BEAM IQ x73 x 0'-10" (6) W A325SC BOLTS % 6" OC METAL DECK RE: GENERAL NOTE SECTION F-2.3 SCALE: W4" = 1-0" \ REVIEWED_ fiktcE \ \ CODECOMPURN sontimrcn SEP 19 ZOOS FEB 282005 Reid Middleton, Inc. m 2 0 W 0 a- a V m 3 z CHECKED BY 8 4 W a DESCRIPTION SUBMIT FOR PERMIT RE -SUBMIT FOR PERMIT W F 0 tr 0 co I- r 0 m r N N N w CD Gn M co co Mcp to d' N (0 ter CN w Z =a D TEL. (206) 324-6160 FAX (206) 924-6248 RICHARD HUDSON & ASSOCIATES, INC. CONSULTING ENGINEERS 1805 12TH AVENUE. SUITE 1B SEATTLE, WASHINGTON 98122 Q Q-1 O OD Z C1.4 W w U wc14 O <C dct 00 D4 a3 G4 O `4 I aE-1 w12; pziat r: 10 P4 W 00 w0g C) I P4 es, Ia4 E -i 5-2.3 OF: 13 Rd 0:1 fa( • ---------- 211113 1 1• 's4'/ 4) --Yin. 8' 42ND AVE. SOUTH MAT `V NEWchs LP* waft. �. •_. w.1�l.w LUPE,° BEE B8 OU4 GRADING, DRAINAGE AND UTILITY PLAN A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 15, T. 23, R. 4E, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON NEW CB 3 STA 23.26 0.C. RIM -12.0 W=9.19 as iii -...--:::_______---j_______-"- / cs, o� // ./ / °rr;r�,�cr�41�f: +j, s+. i>3�w .r..,..):(1:). 1' ;J ' t::, 114 x> r ♦ice .•r�::,..;:(7:1:.,,,:1:. t"�A1�-„Ir7•,f.f •• I , n�Jx,,�il�Ij[t..i; i.i•f fr.'i e. .36, 0.C. 13.0 -9.46 ATCH PER FULL DEPTH WITH LUXE KIND MATERIALS. (TTP.) EX. CAS SERVICE (APPRAL LOCATION) FIEED VEWEY. NEW CS 5 STA 7+22.92. 0.C. RIW=12.0 E-8.74 NOW •: 4 TYPE 1 STA 6+6 R1 -12.0 (.6.90 //// // / / Zi //,/ SEE SNE c4 / /// // V. / / > // ✓ /.Y 20 RF' RAP PROTECTION IE=8.7 11 LT 8' SD • 273X W CR18. TYPE 1 STA 4109.78, 14.92' RT. W/ SOLD L.00IONG LID �O RAW=13.5 Q51, E_5.5 77 IF SD00.2X STA 3+26.46, 0.C. RLW-135 E-9.67 01-330' 15 0 STANDARD CROWN TO INVERTED CROWN. EX. OIL/WATER SEPERATOR R,W-11.9 ADJUST R191 TO GRADE 11.6 / 14.1 30 NEW SPELL CONTROL MH W/ SOLD LOCIGHG LID STA RII-14 p 02.71, 17.87' LT./ E=653 r/// ‘4,///�/ • // X62 («U» j//`e/ • ? \��// Ol/JI ALL MSTH/// / / �•,. •1 / TE=10.5 %///// /j // E.41.2 ON // ./////// / //Z / •4 / / //� �.//�j / /. // / p� / r RIW-13.9 WATCH COSTING SANCUR AND WOVE 60 EX. TYPE I CB NEW SANITARY SEWER LME SEE SPIT. C4 65' R.O.W. EX. C8 RH1=13.9 -EX 66' CULVERT! VARIES ! :• MILT W ROAM CONTROL 801T011 Etat VARIES STATE WS. E1.10.5 MAIL W.S. EL.'12.0 EXTRUDED CURB (TYP.) 2% PROFILE GRADE INTERNAL ELAEiu WALL TO BE USED FOR RETAINPX WAIL VARIES 2% ""i,�-^.tY..:.•i•z. eN1nTW..._..{sS.,r.: s, --...,-,-.iris+._ 42' EXISTING BUILDING FF '15.25± SAWCIR AND REMOVE talSTWG PAVEMENT RUOGE LME SPILL CONTROL MH STA 7+56.95. 216.95' LT. \ ROME OiSCHARGE PIPE TO WEST A/W INSTALL OVER MONO PFE RIM=14.0 tE-10.43 />Y/> \//> //-?i> `///\ /,\//>`//>\/&V/:�/: \//: //V/V/V/V/ ' CLASS B 2” COMPACTED DEPTH ASPHALT CONCRETE PAVEMENT " N- 4' COMPACTED DEPTH CRUSHED ROCK BASE COURSE OR 2-1/2" ATB 12" SUBGRADE COMPACTED TO 95% INVERTED ROADWAY CROSS-SECTION (TYP.) NOT TO SCALE `., EX. CD R1W=12.9 /RUA.OF %. 48' PIPE. MATCH EXISTING -FCNCH - FF NW. Y BUiLCTI ENTRAAC( ELEV�.15.2� // • � � EX, 48' CMP TO 8E A$ATIDONED, / AND FILED 1V/ CDF � / ; ,///—LX7PcLE _� 1(:1"E"\P°R1")°8 -AFTFAGAS_L1NEMSTAIIEp_/ ( PROx. X. F.H..--_._ Of EJC 48' PIPE OCA -_-_ ---- z ----- -------`s GWP �E)Z.`4E fl ----------- -------' -)moi MULLED 9I TO A NDONED 48' CNP PIPE SEE SIFT. C7 FOR GRADING MD WALL WNRWATIOAL I NEW GAS UNE 75 LT 444' CWP SD JB //. AMATCH UNE, SEEABOVE 4 CALL BEFORE YOU Dia 1-800-424-5555 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CFTY Of TUKWILA ENGINEERING DMS/0N. APPROVED BY: DATE APPROVED IIIIIII1III.ifiIILI1i[Ij�.�il(full! iiH 4Il iii Frillpt�iil.I[I...:.i1i Inch 1/16 i2• 1 11111.111 . 4I I t 5 9I b t' ER. I. 6b.. ' 01. 6 I85' IIIIIIIIII I IIu IIII11ilIfiIli1iiil IaIIlIlIIII1.► IIIIIIIIIIHIIIIIIIIIIIII • 111111111111111 0 0 0 vt ro- CV CL US Lai to co File: D04-0415 35mm Drawing #2 1 S 127 St MAPS PR Highllne Specialty Center Foster Golf Course Showalter Junior High School S S 146 St D 4 N S 148 St IIIIf11l III III�IIIJIII IIIIJfIIIit1 'll -I- Inch 1/16 9 t7 H 1111 1111 • •�,a a •. - - ,^.P 7 - d� V 1 i • ,�,.� » .tib £L Zl. Ll., 0L I6 81 9 l._,�+5 . Z t WO I11I1LII111111111I111111 III111111111111111111I1111111111111IIII1IIII�II 111111M11►110III111111IIIIIII111iii�IIIHAIIIIIII II 11 lllflfl1lllli LEGEND Ditch/Stream Pipe • Manhole a Catch Basin Culvert Drainage Basin Boundary 15-1 Stream Reach Designation For Watercourse Ratings MEQ RRERA 0 200 400 800 FOSTORIA STORMWATE:>� QUALITY MANAGEMENT PLAN 0 1 2 SCALE: r _mor Figure 2. Southgate Creek stream reaches identified for watercourse rating. I(Illl,l3llllllll IrI�III111,1-Illljlilllilll Iliillli{jl1 z., 5 6 •�•.. '�... .1 z It GRADING, DRAINAGE AND UTILITY NOTES AND DETAILS 184' CONTROL MH ITE 18.15' / T AS SHOW 12' MET FROM SPILL t CONTROL MH 17 361x186' WATER QUALITY WET VAULT PIAN VIEW SCALE: 1'.10' 186' CRATE A.40 LOCKING COVER WAKED AS 'DRMI', MP.) WITH stns TO BOTTOM DF VAULT. 12' VENT TO GRADE F1�1�I,T�HVL�IO 12' OUTLET TO STORM FILTER OVERFLOW EL -12.0 FINISH GRADE 11- 1-I i f1! I -JI I FINISH GRADE t11 n�-'n i41n m-Ii�mLR �[rn T�rj mWm� yr�Tnl�mmi 166' (ETD OF BAFFLE WAIL) • 5•x10' ACCESS GRATE REUOVEABLE BAFFLE MALL MATERIAL TO BE CONCRETE- STAMESS STEEL FIBERGLASS REINFORCED PLASTIC, MOOD OR OTHER ,ICCEPTA6(E MATER 4,1. APPROVED BY THE CITY. EL AT BOTTOM Cf V C1WINEL-5.0 V 0.511c WATj;$„ SURFA _ EL=9;L 0.47% 7.0' ACCESS MANHOLE FINISH GRADE n111r�J1�! LFlkI-1rr;WV-umL11-Tia L JFr;a:tlm0Iniiim i�mLl�l(!l n-llFA- (11 1 • f a.8.4. BOSOM 4F L I 106' 0.64X EL AT BOTTOM OF V--CNMNED.. 5.0 • 36'x186' WATER QUALITY WET VAULT SECTION A -A SCALE 1'.10' HORIZONTAL 1'.S' VERTICAL PROJECT STORM DETAILS AND MFS SPECIFICATION 1. CARTWOCX.S AVARA&E N HEJCMS OF ,r. is'. 18 ANo 22' TALL a WO. 2. DROP FROM PACT TO OUTLET REQUIRED FOR' 12' AU. . 17' IS' ALL - 20' 16' ALL - 25' 72' ALL - 27' 4. ALLOWABLE FLOW RATE PER CARTRIDGE VARIES FROM 9 GPM/CARTRVGE TO to OKI/ CMTROIGE DEPERCOIG ON APPROVING JORISOICITON. 5 CONTACT COS ma 6. WEST COAST OYFR;EC(888)53S-7559. EAST COAST OFFICE (800)648-925S.IES Of PROAECT SPECifr mS CNORT WESTOR NOFFICC (503) 240-3529. 78' 18'- 10.21 FINISH HANDRAIL • T7. CDS MEDIA FILTRATION SYSTEM VAULT SIZE f 8X16 1 1 OESLC71 WATER ow .nY F10W (cFs) _ •otter 0elentioO - ei:.O for M as iq 0.28 INLET PIPE(S): r P4-4 ooy+.,,n.. in/HI12" 9.62 - CPE - XXX PEAK FLOW (cls) 0.823 � W/ TROWEL FTHt$T( XXX XXX . XXX - XXX RETURN PER/00 OF PEAK FLOW (YRS); 100 XXX XXX XXX XXX HOGM OF CARTRIDGES (INCITES): 12" OUTLET PIPE(S): .." ar■ on-.•.- .a.A,. cowl 12 ' 8.2 CPE -® NUMBER of CARTRIDGES 26 XXX XXX - XXX - XXX FLOW RAFE PER CARTRIDGE (GPM), " 4.9 RIM ELEVATION (FT): 14.5 NUMBER OF MANIFOLD PIPES XXX PIPE ORIENTATION$ SKETCH:H . -� CHOOSE ONE: 1.11TilerlatFrit •111 wrANK , or naps PV wan Tars .o" - o.An m.w.-�+.w+s-.m► IF INTERNAL BYPASS PIPING REQUR+ED- BYPASS PtPE DIAMETER / NUMBER Of BYPASS PIPES XXX / XXX VAULT DOORS - FOR LIGHT TRAFFIC OR MANHOLE CASTINGS - FOR HEAVY TRAFFIC C STRTCS NOTES 1. CARTWOCX.S AVARA&E N HEJCMS OF ,r. is'. 18 ANo 22' TALL a WO. 2. DROP FROM PACT TO OUTLET REQUIRED FOR' 12' AU. . 17' IS' ALL - 20' 16' ALL - 25' 72' ALL - 27' 4. ALLOWABLE FLOW RATE PER CARTRIDGE VARIES FROM 9 GPM/CARTRVGE TO to OKI/ CMTROIGE DEPERCOIG ON APPROVING JORISOICITON. 5 CONTACT COS ma 6. WEST COAST OYFR;EC(888)53S-7559. EAST COAST OFFICE (800)648-925S.IES Of PROAECT SPECifr mS CNORT WESTOR NOFFICC (503) 240-3529. 78' 18'- 10.21 FINISH HANDRAIL • T7. 18' 14.7± FINISH GRADE --. 5.0% WN. SL 0P� � W/ TROWEL FTHt$T( OUT OF VAULT. HO, DESICFI W.5 EL» T 2.0 STATIC W.S EL.=9.7 EL=5.80 36'x186' WATER DUALITY WET VAULT SECTION B -B SCAI.E: t 10' HORIZONTAL 1'.S' VERTICAL FINISHED GRADE INLET PIPE EL 9.62' DISSIPATER f - BAFFLE STATIC %;•1 WATER LEVEL �! . 17' 2' 18"A X I2' TALI FILTER CARTRIDGES -. (26 THIS UNIT) 30' CDS MANHOLE COVER & FRAME (H-20)(TYP. OF 2) ADJUSTABLE FLOAT FIBERGLASS OIL BAFFLE 7/� 111 01( Wagriffilla ____ r.1' �.-t l• SETTLEABLE SOLIDS SUMP COLLECTION MANIFOLD PIPING FOR TREATEO WATER FOLDING CANISTER SUPPORT RACK 816 FILTER WITH EXTERNAL BYPASS 26 CARTRIDGE 12' TALL NTS 001111 BOX WITH 6 -4 SLIDE GATE COLLECTION TUBING COLLECTION BOX OUTLET PIPE EL. 8.20' 2'-6' 11JIII1I1111- I1IIIIIIIllllllII Ilill�-I-_!.111.111 11111 111 ill 11f III Inch 1/16 ' 121 �riv1aM.1`yx 'r 3.1111-.1-1-1111 I J� l A A\) II - ✓i"'i -+1vi A3.�'Jt. .. 1+.8 •••".% ..r_ r " . N M1.•I. A y r+Tb:�ti r 9 . t' Ell,z , �c . oi.. b, 8 L •' 111111IIIIIII11111(111/IIIIIIIII/IIIIIIIIII►IIIIIIII Illdllll.11ilillll I i fl I !! III.I..I Illlllillllll.llll.11i s II1IlII1IIIilillllllll�II�IIII1IIIilIIIIIIIII�II liDI CALL BEFORE YOU CNG 1-800-424-5555 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF TUXWTLA ENGINEERING ONHO N. APPROVED BY: DATE APP ROVED: 8 a w 3 5 5 X 1 N 2 g W °a P O QW `�' 0 p W so 5 z z z 0 4 0 CR) (N W N M CD co Z coN M (� N Z O co 0 M a_ 3 V. 2 u Z Q W CO 1/M LJJ Q Z � N NN NTD cTO0 t, T CO 7 I co 3 L() to Lu st• UT Z N N ( EXPIRES 9/23/05 I 6 0 A /6719-b.00n-b. 1=10 b.olloslon 3 0 8 / o; Ar""r 4 HT1% ! / !� Cdr/:fir /r /l 7,' 1 tv; ,/ IX. 12;/ ONC , IF w_,33:70 ,b•-•&" � EX, CW i• s��� / 115 Oa' .fie jai ^..' MAT X. _ PIIriER ELS -.II- _ it jT ----1 4�-• li c.•E%. .. 'N � EX. POWER )f ., •--- 9KNd-, €x POLE - �! �...... 421+D- 1 �. V�7 ------- ft _.._.WIPROK:10 TION). eEX GAS SERVICE / C AQD VERIFY. EX. GUY ,-EX. POWER POLE MEDITATION VARIES ft4 CX. CATCH PLA RIM -38.95 12' CONC N.37.25 12' CONC S=37.05 12' CONE E-36.86 / 1 I NEEM GAS UNE I ••o• am or r •-• on •ma Er 9� BES FULL DEPTH VTH UKE J • KIND MATERIALS, (T)P.) NEW 1�UA' IN 5 WI • . . LOCIOND L10 STW8+02.71, 17.37' LT. eno 14.0 /'E-9.64 / OLPROPOSED WATER MLIIY SEORYWATER VAULT E -9,62(M (SEE DETAIL) '--EX. 66 CULVERT IE<7.8' /• • • D. POWER POLE W/ LUM GRADING, DRAINAGE AND UTILITY PLAN A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 15, T. 23, R. 4E, W.M., CITY OF TUKWILA, KING COUNTY, WASHINGTON NEW 2 _,••• i STA 5+23.2511RIM-2.35 • 0.0. % E-10.35 NEW WATER LINE SEE SHL C4 • E%.'t1144 LINK FENCE 11-25' OUTFNI RP RAP JEfet' 11 IF 8' DI O 7. ,61 NEW TAPE 1 STA. 4 76, 14.92'Rf. WLOCKMIO UD E-8.97 0.36. 0.NEWI'VEC STA. 811112.62 E-10.62 53 IF r DI • 0.25% 70 LF 6• DI 0 0 TYPE -12.51 1 (-10.76 X. 6' PVC IE -9.11 IT TO EX. STANDARD CROWN TO INVERTED CROWN. 12 EX. CB 81 'W 0.26E I 881-12.0 E-10.0 FOUND CONCRETE POST MONUMENT ,INCA 0814, TYPE 1 "'STA. 7+22.92, O.C. RIM -12.0 E-9.85 CX. CHUN UNIT FENCE -� 15.1 j ,. ` -, POKING Elf. SSMH • RIM. 11.87 11,U • "-.. J,VC NW.7.62 TRENCH 8'PVC SW -7.52 DRAIN (EYP,) 8- ROOF ORANN 0 1X -MN. 11.5 / V LOT ING�'7 I EX. CATCH BASIN •�/, 6' CMP NW -10.91 \ \ •'% 6' CMP SE -1,1.O3 K' , DRAIN O I% M(` 13 fl o }0ETA1� NEW\ ,RW( -121 �441 ' • 2rOo `\ OJ MATCH DOSING AND REMOVE IM -1 91 TOP CPP NE=9.66 (HAS UFT GATE) WATER LEVEL -10 I I OTA STRUCTURE= 5.71 (UNABLE TO ACCESS OTHER PIPES) 6• 24 LF e• DI O 1.0% •N;' EX. CATCH EAUy/ RIM -13.16 12" CONC 5E=10 34 2' COMPACTED DEPTH CLASS 'B' A.C. PAVEMENT 4' COMPACTED DEPTH CRUSHED ROCK BASE COURSE OR 2-1/2• ATB 12' SUBGRADE COMPACTED TO 95% TYPICAL PAVEMENT SECTION NOT TO SCALE EX. CATCH BASIN RIM=12.81 12' CONI NE.9.63 12' CONE HW -9.63 NEW SANITARY SEWER UNE SEE SHT. C4 ML • MDL RP RAP PROMOTION042 /-14.5 liw,-tto.0 DETENOONINULT WATER QUALITY CONTROL BOTTOM ElEV. VARIES STATIC w.5. E1 -9.7o MAIL MAS. EL -12.0 EX_DITCH DITRUDED CURB (EYP,) 2X PROFILE EX. CAT RIM -12.87 6' CMP SE -T 8" CMP NW, 1 C.O.T.O. \ •-••„, (8' HAS AMP CITY R RS-12 \,' , o_ • • &O.. % �- / // 18-14.8 BMA -10.2 POTREML BAFFLE ION,. RIDGE uNE TO BE USED FOR RUNNING MAID. VARES 10-1 .9 I' BW -10.2 Tw:14.2 BVI -10.2 w SOLD LOCKING LD. STA 7+58.95, 216.95' LT TW-14S OW -102 EX. 8' CUP's. IE=10.37•- C 0.0 REMOVE DISCHARGE PPE TO our AND INSTALL OVER TENSING PIPE 881-14.0 E-8.5 . i, i f• /; , 1 / ,i' • / . : %;`.! : moi\ . j'; � � �- 2' COMPACTED DEPTH CLA55 "B' ASPHALT CONCRETE PAVEMENT COMPACTED DEPTH CRUSHED ROCK BASE COURSE OR 2-1/2' ATB 12' SUBGRADE COMPACTED TO 95% INVERTED ROADWAY CROSS-SECTION (EYP.) STA. 3+28.50 TO STA. 4+38.00 NOT TO SCALE PROVIDE PVC DRAIN AT PLANTER LOWPOINT 14.2 14.3 14.2 MATCH COSTING 774-- BENCH - FF NWLY /� ••/ BUILDING , ENTRANCE • ELEV=15.23' of CATCH EM.S111 TO BE RE11011ED AND REPLACED NTH NEW 72'0 MH 8111-15.62 E-10.27(36'TIl) E-10.27(NEW 4e ODI) DC. 48' CMP 1D BE ABANDONED AND FLIED 0/ COF AFTER GAS UNE INSTALLED. E%. CATCH BASIN 1.80 ROUND I� M=11.05 (PUMP & CONTROLS) TX. CATCH BASIN (TYPE 2 RIM.13.39 8- CMP W.11.07 (8" HAS UFT GATE) '•\ 'may X. F.4 • i• X. F.H. �Q/ /'cam / !'\ /. EXIMPAGI BULDIdR Ifyrbfr EX,. CATCH BASIN I.8. ROUND RIM -11.12 FULL OF WATER EX. CB TYPE 2 RIM -15.62 36' CMP SE -10.27 36" CUP NW..'10.27 REAM PORTION OF IX 46' PIPE. N•) 1/4., EX. Ft1. CORNER STA .54. 8.97' LT! ' c•\' \ '� / ).----c"` .o N/ti / �, / i / 38" COC To CLEAN AND FIEmOVE SEDIMENT 4" MIN PLANTER GRADE PROVIDE DRAIN ROCK AT PIPE END ASPHALT EXTRUDED CoNCRETE CURB DETAIL NOT TO SCALE NSTAUED RI PavainotiED •• //./ SEE SW. C7 FOR GRADING AND WAII INFORILMION • yiERIDLE • • NEW GAS tiNE CUARD POSTS (T1?) MATCH UNE, SEE ABOVE CALL BEFORE YOU DK) 1-800-424-5555 51 61 11.114111 111111.111111114111.161411.11111111111111111111111 r• FEX. 93 CONC ftY -PINCER POLE e PVC r CAP X SEWER MANHOLE RDA. -14 77 Pvt" SE -4 03 ifiNSNED GRADE zo g p„ 6' FVC LENGTH AS REQUIRED EXTENSION OF 6' PVC OR CAP END ROOF DRAIN CLEANOUT DETAIL NOT TO SCALE THESE PLANS ME APPROVED FOR CCf4FORMANCE WITH THE CITY OF TUKWILA ENGINEERING DMSKIN, APPROVIED BY: DATE APPROVED: g 4 E Xe7 0 in ui co 0 Ctl CV 0 CM c0 CV 01 CD CO C•4 CV In to A. zci 0 a. 01 016 File: D04-0415 35mm Drawing #5 • l i / i // 1,I, ' §;• -- / �, 1� gyre• r --- ----- -115b8' ---111111111111111 MAT 42ND AVE SOUTH ` NEWLGAS LINE r-ror frrr-rr.rrw UNE,SEE BEL.OYI GRADING, DRAINAGE AND UTILITY PLAN A PORTION OF THE NW 1/4 OF THE NE 1/4 OF SEC. 15, T. 23, R. 4E, W.M., CITY OF TUKWILA', KING COUNTY, WASHINGTON O,44C 1,1 oyokt \ / /// =8.2 (WO / // / / SAWCUT MO PATCH PER CITY STANDARD REPLACE FULL DEPTH WITH LIKE KIHO WTE1 MS. (TMP.) EX. GAS SERVICE (APPROX. LOCATION) FIELD 1/08FY. NEW CB 5 L' 1 STA. 7+22.92, 0.C. Rim= 12.0 E=8.74 0.104 NEW «: 4 TYPE 1 N. ST 6+6 .511 .26 R11F=12.0 Eo6.90 NEW 3 TYPE I SIA 5+2 28, O.C. R114.12.0 12.0 IE=9.19 icP ___ -� ��/�__ RP RAP ______ i %/- 11 IT 8' SD• 2.73* //45 -20 O NEW CR: •E STA 4+09.76, 14.92' RT. W/ SOUR LACKING LID RW=13.5 TE=6.5 l/ 4, „,,;7' // Ii//%/%'// I///j//� / 20. .// / NEW WATE11 / // STI" -CA /- 7 / // -/ % 1 / //// 7// /X/ / //// 30 / // i / / // j j / // NEW SPILL CONTROL 161 6 W/ SOLID l0(:JONC LID ?\ S // ' // STA. 8+02 O 71, 17.37' LT./ R111E-41.53 / // Or //i/ //, ,,•/////// • • / //// // i 77IFSD00.2X 1'-30' 0 15 30 60 0. Odidito • CRIT. TYPE 1 STA 3+26.46, O.C. R1M=13.5 E-9.67 STANDARD CROWN TO INVERTED CROWN. , EX. OR/WATER / SEPERATOR R1U- 11.9 ADJUST RIO TO GRADE 14.0.' ROOF DRANK ...s/-• • CX. C8 RW'13.9 MATCH cosmic SAWCUT AND REMOVE EX. TYPE I CR NEW SANITARY SEWER LINE SEE SHE. 04 01-44c.• EX F.N. 65' R.O.W. B\ // // / / \�//./// 0 FALL twat, / %// //// / //PROTE • • / / / («8.2 / // / / • //z 1"/ / /•/i O / / \\ / / A /‘ VARIES .E'X 66 CULVER1 / / EX C8 RN=139 DETENTION VAULT MEN QUM CONTROL BOTTOM ELEV. VARIES STATIC WS. EL.10.5 MAX. W.S. EL -12.0 l EXTRUDED CURB (TYP.) 2% Q PROFILE GRADE EXISTING BUILDING FF -1525± /2-"/N ,T 4 • PROPERTY CORNER STA 0+65.37, 20.19 INTERPOAL. BAFFLE HALL TO BE USTD FOR RETMNNNNC WALL VARIES 27. ORCH SIWCUT ANO REMOVE, EXISTING PAVEMENT RAGE UNE MATCH EXISTING A ' • S �- EX. POKR POLE c0 /� i/ \ J. • /• ice ',x,--./.. . / • ',r.. , ,/i/RJA\ )(.X/ / ,,./ ,s ),.<. / e , /.4ii.,-.:.-N, ,,„ _EX POWE PGLE (APPROX. I OCA I:0 /NEW CONTROL 17'4 STA 7+58.95, 216.95' LT. \ REMOVE OTSCHARGE PIPE 10 WEST AMD INSTALL OVER EXISRNG PPE NL1f;14.0 E=10.41 'Y\\/\`/\\/\\/ \/\/.\/ / //-\/\/\\/-\%\%\/\\/-\/\/\j\ 2" COMPACTED DEPTH CLASS 'B' ASPHALT CONCRETE PAVEMENT 4' COMPACTED DEPTH CRUSHED ROCK BASE COURSE OR 2-1/2" AT8 12' SUBGRADE COMPACTED TO 957. INVERTED ROADWAY CROSS-SECTION (TYP.) NOT TO SCALE 143 •',/ MI."12:IX C8 9 ,..\ / • / lT()A•OF 'EX. DI. 48' CMP TO BE ABANDONED�, / REMOVE POR 48' PIPE. MO FLIED W/ COF ' \\ / �" Ej ........._AFTERCASUPEMSTAlLfD'- \ / �q / / / b ( .................. 7 REMOVE PORTION OF Eye 48- PINE. . � // i \� . / 'x'44/ / it , ,� . Jo /,` e7' :� may; r 6ENCR - EF NWLY 80110.140 ENTRANCE ELEv=15.23' EA. 12-�NP • .. EX. F.H. _ c.................. - ---•--•-(-X=t3' CUP ___ / \ - -,----0.-9.7.4-8'.{M� _ ----12-- 1�►�. NEW GAS LINE TO BE .▪ N��� 48- CMP PIPE _ - /- \--- SEE SMT. C7 FOR GRADING MD WALL INFORMATION. Inch 1/16 Iiirititliitity11.11p111111fll fI`fl�I-f l.l�I 5I 61 i • 4 All I I HnterAr , 4 }t vi.'w" N r,crt ' 1 MKZ .y } L. b6 £6 Z6 66 . -06 Fil 8 L 1111.1Iffl��(�L111I1If11lf1fl f111I111111111I►1►.►.��iiililIl liiiliIiI IIIiLIII�I1111l1�3�►�I JI��l(ihf�iiII�fffIC' flfflifffI 9 - NEW GAS UNE 75 LI' 44" CUP SD CALL BEFORE YOU DIG 1-800-424-5555 (APPROX. LOCATION) CO THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF TUKWILA ENGINEERING 07V1.SION. APPROVED BY: DATE APPROVED: V -I S co O 4 co tV QM.. 0) • a0 Z o00 Ex 0 ‘7"Z mz� Q W Z LL S S 0 5 $ A E OD N U File: D04-0415 35mm Drawing #6 NOTE; f' / /„/ ,„„ „ ,,,,osits ) //'// /4/ / //7 //ifr /// /4/ / /��/ // A / / ET0114 D DETENTION_. ITET VAULT WATD! GUUAA1LiTT11 CONTROL SOTTO‘ 1.11V,■0.0 STATIC W,5. 11.10.13 4A?<, V& EL.11.8 / ae, •o ww4ni IE -7.• //\NJ //„I WETLAND41111121 //4 ///////Zoi \\N MEA OTWil ;<//1/1//11 ifir/// • //// (1//1 IMVIPL 1/461".j” �--�`*�s.T��. -�r�T-•.�'��,._.. ..����_;� -.���„���`r��f/J" �%I �/ _�i�\� \\��y\\` A\��.�—-•...�--/� �`_ BENCH - rr NWLY 9UILDINO ENTRANCE EitV■ 15.43'. j///i.j.•,'.�i��1,\ RUNNING WALL ...... '�.........".' ................. _....... ............. r� 42nd�w.. w-wr•Nw�w.�w.—w•-_1•—��Ti�.ils -�- ;,r.•�..w._/•w.........�... ....�.........�........, . .•..... ................. .. ....J.�...AVUE S�"„.��•11 :07i/ ••►111•M ...... -................. .. „. ... - ........-........... .•.... • gipJ . .............1...................• 9G /J THIS SITE PLAN IS SCHEMATIC. ALL LOCATIONS AND DIMENSIONS ARE APPROXIMATE, IT IS INTENDED FOR REFERENCE ONLY AND SHOULD NOT BE USED FOR DESIGN OR CONSTRUCTION PURPOSES. REFERENCE: SITE PLAN PROVIDED BY BARGHAUSEN CONSULTING ENGINEERS LEGEND: Si TP -1 APPROXIMATE LOCATION OF TEST PIT 0 80 180 APPROXIMATE SCALE IN FEET Terra Associates Inc. Consultant• In Geoteohnloal engineering Geology and . Environmental Earth Sciences parimur IIIIIIIIII1,� If IIIIIII11 IL.111N-__.�..�.L.f.11I IP SII _i ,l, .�.�_.111.:ill L:I�.III_IJI HI 1111II f I I 51 6I �ff. •Lir)iFhf`'" a , .... w reg .r• Inch 1/16 1 • - 911. b Ii IIIIIIIII •rIu 8 IIIII1111l1111I11IlllIIIIIIIIIIIIIIIIJIIIIIIII IIIIIIIIIIIII�1111IIIIIII1111111ltIIIII111111j11111i11111111111111111111111IIIIf`` ) 1E'113 w 1 EXPLORATION LOCATION PLAN NORMED-SHAW BUILDING TUKWILA, WASHINGTON Proj. No. T-5813 J Date NOV 2004Figure 2