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04-101053 PLANS2 3 0 5 6 7 0 A I B '1TE PLAN LEGEND DESCRIPTION sYl WL MM TEXT PROPERLY LINE 1 00.00' length (ft) ■ ■ ■ angle (survey) N 9(T00'00' W �� PROPERTY 00.00' adjacent parcel N 90'00'00" W lines PROPERTY ■ ■ � ■ ■ LINE SETBACK o description and o dimension FRONT YARD SETBACK EASEMENT description and UTILITY EASEMENT dimension BUILDING OUTLINE ��— description, BUILDING f.f. elevation, PHASE I , building dimensions, F.F. = 100.0 orientation PARKING STALL AND LANDSCAPE PLANTER O � row count, O compact stall 2 j indicator (C), f wheel stops C C where indicated, R=2' concrete curb LIGHT POLELP O RNE OF description STREET NAME <� TRANSFORMER description, FE-11 concrete pad, indicate size OVERHEAD FEATURE description —of feature-- LCANIOPY ABOVE CONCRETE SIDEWALK CONTROL JOINTS paving pattern — 0 5' O.C. integral curb where shown ' I I 2% max. slope, — expansion joints CONCRETE CURB ® double line NORTH ARROW project north, true compass north direction a PROJECT NORTH E)(snNG FENCE u- height/description, _ 6'~WOOD FENCE (E) existing fence to remain SHEET NOTES sram NOTE 01 HANDICAP PARKING STALL SIGNAGE EA. VAN, 9 (1 1 EA. CAR) O2 CONCRETE WHEEL STOP — TYP. 03 PAVEMENT STRIPING/MARKING — TYP. O DEMOLISH EXISTING CURB, WALK, AND PLANTER AREA, TYP. 10 D5 WORK LIMITS o I E LP 18'-0" `<X .o R �6s /LP CMU TRASH OSVE I F G I H J 1 I • ; 1. _ ;1 j 1 , 04 : \ t I 4 04 i CONCRETE WALK `s ' / / ,per ' ✓�1 t ,'� + 0 05 i 04 — 7117�-' \ � j 46'-0" ' I I i I I j I ' UTILITY RIGHT OF WAY R=5' LANDSCAPE BUFFER C; I o 13 6 5He m I architecture, p.s. 6021 12th street east suite 201 6 tacoma, wa. 98424 tel: 253.922.9037 fax: 253.922.6499 NORTHSHORE PLAZA 7 RETAIL CENTER FEDERAL WAY, WA. 8 SITE PLAN revision date CITY REVIEW 05.10.04 9 date job no. 04.07.04 203.021 { BID SET 1 1 OB SITE PLAN 4, 16 i RESUNITTED SCALE: 1/16"=1'-0" . �&AAY 11 2004 AOO1 TN SP-01.DWG PROJECT 0 $ A B D E G H 32' drawing no. C F I I J K 2 W L' 5 rui 7 0 0 10 FLOOR PLAN LEGEND_ 03cmmION SYMBOL AND TEXT ROOM IDENTIFICATION RMNAME room name 100 room number DOOR door number, 1'-6" o `. MIN. r- L .J min door strike side clearance r 6' distances 1' 0" TYP. MIN. WINDOW — window number 00 ELEVATION EL 0.00 surface type designation MCA F.F. T.O.P. = top of wall T.O.S. = top of steel T.O.C. = top of concrete T.O.P. = top of plywood F.F. = finish floor ELECTRICAL PANEL recess panel, E.P. refer to electrical HOSE BIB to refer mechanical H.B. DOWNSPOUT _0 D.S. SHEET NOTES SYMBOL NOTE 01 STEEL ROOF ACCESS LADDER WITH LADDER ACCESS COVER 02 PROVIDE R-19 BATT INSULATION FULL HEIGHT OF WALL O MAIN SERVICE PANEL AND METER BASES O WALL FRAMING AND GWB TO EXTEND TO BOTTOM OF ROOF DECK WALL TYPES WALL TYPE 1 5/8 WALL WALL TYPE 2 6*" METAL STUDS WALL TYPE 3 . WOOD STUDS 3 5/8- METAL 1 F.Q.C. - -- F.O.C. C D E F 0 of G OLZ ta. 4: ti A B C O O 10B ROOF PLAN SCALE: 1/8"=1'-O" Tr.; RP-01. O Q C D CU C)I, CU! V of o, 0i 120 —0" 55'-0" L 25'-0' .L 40 � � I K SOB FLOOR PLAN SCALE: 1/8"=1'—O" TN FP—01.DWG ROOF PLAN LEGEND DESCRIPTION SYMBOL AND TEXT ROOFING IDENTIFICATION material type BUILT—UP —f %— ROOFING FEATURE IDWFICATION feature RIDGE elevation EL 100.0' SLOPE IDENT MTION direction indicator, SLOPE rise / run 1:12 ELEVATION IDENTIFICATION � feature Q� elevation �P O to. curb '��• ��' to. parapet t.o. roof to. steel b.o. gutter ROOF ACCESS WATCH 30"w x 36'd, cricket at up slope side ROOF TOP MECHANICAL UNIT unit number, r UNIT 1 unit weight, 1: lbs. unit dimensions, L72"x60" hvoc unit on 12" ht. built—up curb with flashing ROOF SUMP AREA OVERFLOW ROOF DRAIN ROOF DRAIN 2' deep recessed, level sump area 0 4'-0" I N i sheet size true scale when horizontal line below measures two inches in length AM RCAN INSMUTE OF ARCHITIMM 3 4 1 ��J 5 Helix architecture, p.s. 6021 12th street east suite 201 6 tacoma, wa. 98424 tel: 253.922.9037 fax: 253.922.6499 NORTHSHORE PLAZA 7 RETAIL CENTER FEDERAL WAY, WA. FLOOR PLAN 8 AND ROOF PLAN revision date A CITY REVIEW 05.10.04 9 date job no. 04.07.04 203.021 BID SET 10 Al 00 PROJECT 0 4' 16' drawing no. B I C D , E F G H J K F 0 O LL:' 10C 11�510 2 METAL CAP FLASHING ♦ — — METAL SIDING ( _ BUILDING PAPER 5/8" TYPE 'X' GWB SHEATHING PLYWOOD SHEATHING ♦ _'� WALL FRAMING PLYWOOD SHEATHING 5/8' TYPE 'X' GWB SHEATHING BUILDING PAPER METAL SIDING (WALL TO MEET 1—HR I 3 CONSTRUCTION STANDARDS j PER GA. FILE WP8105) 1 I 4 5 0 7 W 0 BUILT UP ROOFING R-21 RIGID INSULATION PLYWOOD SHEATHING ROOF FRAMING METAL SIDING BUILDING PAPER 5/8" TYPE 'X' GWB SHEATHING PLYWOOD SHEATHING WALL FRAMING R-11 BATT INSULATION VAPOR BARRIER 5/8° TYPE 'X' GWB (WALL TO MEET 1—HR CONSTRUCTION STANDARDS PER GA FIL WP8105) io ton WALL SECTION_ A B I E I 2 0 O1 10D 00 018'-0" A T.O. CMU F sE BUILDING SECTION. 10A 21'-1On A. T.O. PLATE 18'-0* A.F T.O. CMU 15'-4" AS T.O. PLATE G H J 0 ,v 0 U- 1OG T.O. PLATE 16'-8" A.F.F. „ 1 1 T.O. PLATE 1 1 1 1 i 1 1 1 1 1 t I 1 I 1 sheet size true scale when K horizontal line below measures two inches in length A►MM WSMUTE OF ARM*TW S 2 3 m PF'A i' 4' • mmm%mmm��� 5He x TN BS-02.DWG 0 2 $ architecture, p.s. Q 6021 12th street east suite 201 tacoma, wa. 98424 10A 6 o tel: 253.922.9037 .— — — — — — — — - — 24'-10" A.F.F, fax: 253.922.6499 .0. PLATE ioE BUILDING SECTION D I E F G H 6'-8" A.F.F. „ .0. PLATE 1' 4' TN BS-01.2WG 0 2' g' J I K NORTHSHORE PLAZA 7 RETAIL CENTER FEDERAL WAY, WA. 8 BUILDING SECTION revision date CITY REVIEW 05.10.04 9 date job no. 04.07.04 203.021 BID SET 10 A400 C drawing no. 2 3 4 5 C•l 7 0 9 a 0 U' 5C /� 10 ') METAL CAP FLASHING -�--1 x CEDAR RECESSED LIGHT METAL SIDING BUILDING PAPER PARAPET BEYOND PLYWOOD SHEATHING 2x6 WOOD STUDS 0 16' o.c. PLYWOOD SHEATHING BUILDING PAPER METAL PANELS --------------- — --- , 8C �^ 10 BUILT UP ROOFING OVER PLYWOOD SHEATING ON WALL BRACE 1 ♦ BUILT UP ROOFING R-21 RIGID INSULATION PLYWOOD SHEATHING ROOF FRAMING LAMINATED PANELS BUILDING PAPER PLYWOOD SHEATHING ! R-11 BATT INSULATION 2X6 WOOD STUDS 0 16°o.c. VAPOR BARRIER NOTE: 3C SEE 10G/A500 FOR 10 SIM. SIMILAR CANOPY CALLOUTS ' t SUSPENDED ACCOUSTICAL CEILING--f STEEL COLUMN r— - F SU of 4.j METAL CAP FLASHING BEYOND u rr.non ry ♦ow►n sheet size true scale when K horizontal line below measures two inches in length i 1 r. AMERICAN NSIRMM OF ARCH17= 0 A WALL SECTION lOD I WALL SECTION lOG WALL SECTION SCALE: 3/4°=1'-0° TN WS-02.DWG I SCALE: 3/4'=1'-0' TN WS-04.DWG SCALE: 3/4"=1'-0' TN F WS-01.DWG 2 W, • 5 e X architecture, p.s. 6021 12th street east suite 201 b tacoma, wa. 98424 tel: 253.922.9037 fax: 253.922.6499 NORTHSHORE PLAZA 7 RETAIL CENTER FEDERAL WAY, WA. 8 WALL SECTIONS revision date A CITY REVIEW 05.10.04 9 date job no. 04.07.04 203.021 BID SET 10 A500 drawing no. A B C D E F I G I H J K J 9 3 El 5 ,P .01 METAL CAP FLASHING SLOPE-----�•-- a - CONT. METAL / CLEAT CMU WALL % - 1-� ----1/2' DIA. ANCHOR BOLT, NUT AND WASHER AT 4'-0' O.C. r---TREATED SHAPED �, CONT. 4X8 PLATE FASTENER AND NEOPRENE WASHER WRAP SELF ADHERING FLASHING OVER CMU BUILT-UP ROOFING 3A METAL CAP FLASHING 7 E:� Z u T MOLDING D i E BATT INSULATION SHEATHING METAL SIDING SUSPENDED ACCOUSTICAL CEILING STEEL COLUMN BEYOND NEOPRENE CLOSURE —METAL DRIP FLASHING 4' * I \-CANOPY PANEL METAL GUTTER STEEL CANOPY SUPPORT METAL FLASHING H ` K I - 3F (2) 5'-6'w X 6'-0'h 1 3'-0'w X 6'-0'h METAL PANEL GATES METAL PANEL GATE 'HING ° ` 1 TYP. v c I CONTROL JOINT — TYP. ; �; < ° I 1 5' CONCRETE SLAB--�-- 8' CMU j MinnnKl TRASH E ENCLOSURE EL 3H SCALE: 1 /8" CANOPY DETAIL 3 F TN DTL-001 3C TN DTL-010 SCALE: 1 1 /2" = 1'-0' NEOPRENE CLOSURE WRAP SELF ADHERING FLASHING OVER TOP OF WALL AND RETURN 6" ON BOTH SIDES METAL SIDING PARAPET5C SCALE: 1 1 /2" = 1'-0" TN DTL-006 SCALE: 1 /4 = 1 -0 TOILET PAPER DISPENSER SLOPE METAL CAP FLASHING GRAB BAR NOTE: SEE SHEET A600 FOR FIXTURE a MOUNTING HEIGHTS �- 2x CEDAR TRIM i NEON TUBE 2x BLOCKING - LAMINATED PANEL 7'-6CMU-' � STEEL HINGE----/ PAPER TOWEL DISPENSER CANE BOLTS BELOW SOAP DISPENSER MIRROR PLAN JAMB DETAIL TYPICAL RESTROOM 5H DETAIL 5F TN DTL-007 SCALE: 1 /4" = 1'-0' TN DTL-003 SCALE: 1 1 /2" SIDING 2 NU"LOSURE PLAN tn 3 iING 4x4 TUBE STEEL POST CLOSE TOP WITH 1 /4'PLATE ENE CLOSURE GLAZING WITH CONTINUOUS WELD UP ROOFING � GTT7 1 7 7 FLASHING kTED PANEL TRIM 'HING ATED PANEL 8C WALL DETAIL SCALE: 1 1 /2" = 1'-0" SELF ADHERING FLASHING WRAP DOWN SIDES SLOPE OF WALL 6' '—'r METAL CAP FLASHING WITH CLEATS NEOPRENE AND METAL CLOSURE METAL SIDING BUILDING PAPER SHEATHING 5/8' TYPE 'X' GWB SHEATHING 10CJ CAP FLASHING FOAM A SEALM ALUMINUM ( CAP T( WINDOW VVIN 8F WALL DETAIL '-0" TN DTL-008 SCALE: 3" = 1 METAL CAP FLASHING WRAP SELF ADHERING FLASHING OVER PLATE BUILT UP ROOFING SHEATHING lOF CAP FLASHING TN DTL-009 SCALE: 1 1 /2" I - CMU 27 1 /2' DIA. CANE BOLT THIS GATE ONLY 8 H JAMB DETAIL_ TN DTL-004 SCALE: 1 1/2" 1xi STEEL TUBE _ WELDED TO TUBE FRAME 5 2x2 STEEL STOP - - � u/r WELDED TO - TUBE FRAME I M 3/4' DIA. STEEL WELDED TO STEEL TUBE FRAME CLEAT = NEOPRENE AND METAL !� CLOSURE 10 STEEL TUBE � !' RETURN SELF ADHERING WELDED TO FLASHING 6' TUBE FRAME - - -- - - - -METAL SIDING d L1'X1' FRAME N -SHEATHING WELDED TO TUBE I OH GATE DETAIL, TN DTL-005 SCALE: 1 1 /2" I H I 40 TUBE STEEL POST CLOSE TOP WITH 1/4' PLATE WITH CONTINUOUS WELD '7x3 TUBE STEEL FRAME 1'x1' FRAME WELDED TO UBE STEEL FRAME IETAL PANEL IELDED TO FRAME TN I DTL-001 6021 12th street east suite 201 6 tacoma, wa. 98424 tel: 253.922.9037 fax: 253.922.6499 NORTHSHORE PLAZA 7 RETAIL CENTER FEDERAL WAY, WA. TN I DTL-001 8 DETAILS STEEL STOP 3/4' DIA. STEEL CANE BOLT REMOVE OUTSIDE FACE OF STEEL TUBE THIS AREA revision date Q CITY REVIEW 05.10.04 -BOX RIB STEEL PANELS 9 -30 TUBE STEEL FRAME date job no. 04.07.04 203.021 BID SET - 1' DiA STEEL PIPE 10 A51 0 TN TDTL- 001 drawing no. K NORTHSH-0-R-E-1 PLAZA RETAIL CENTER' PORTION OF THE SW 1/4 OF THE NE-1/4 OF SEC,'230 TWP, 21N RANGE 3E, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON TRENCH NOTE TOPOGRAPHIC NOTE IF WORKERS ENTER ANY TRENCH OR OTHER EXCAVATION THE EXISTING CULTURAL AND TOPOGRAPHIC DATA SHOWN ON FOUR OR MORE FEET IN DEPTH THAT DOES NOT MEET THE THESE DRAWINGS HAS BEEN PREPARED, IN PART, BASED OPEN PIT REQUIREMENTS OF WSDOT SECTION 2-09.3(3)8, IT UPON INFORMATION FURNISHED BY OTHERS. WHILE THIS SHALL BE SHORED AND CRIBBED. THE CONTRACTOR ALONE INFORMATION -IS BELIEVED TO BE RELIABLE, AHBL CANNOT SHALL BE RESPONSIBLE FOR WORKER SAFETY AND AHBL 'ENSURE ACCURACY AND THUS IS NOT RESPONSIBLE FOR THE ASSUMES NO RESPONSIBILITY., ALL TRENCH SAFETY SYSTEMS ACCURACY OF THAT INFORMATION OR FOR ANY ERRORS OR SHALL MEET THE REQUIREMENTS OF THE WASHINGTON OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. THESE DRAWINGS AS A RESULT. CHAPTER 49.17 RCW. UTILITY NOTE FILL SPECIFICATION THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE FILL MATERIAL SMALL NOT CONTAIN PETROLEUM PRODUCTS, OR SUBSTANCES WHICH ARE HAZARDOUS, DANGEROUS, APPROXIMATE ONLY AND HAVE NOT BEEN INDEPENDENTLY TOXIC, OR WHICH OTHERWISE VIOLATE ANY STATE, FEDERAL, VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE OR LOCAL LAW, ORDINANCE, CODE, REGULATION, RULE, CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ORDER, OR STANDARD. ALL EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. AHBL ASSUMES NO LIABILITY FOR THE LOCATION OF UNDERGROUND UTILITIES: ■ r--. OWNER ARCHITECT SPEARMAN DEVELOPMENT HELIX ARCHITECTURE 3323 20TH STREET EAST 6021 12TH ST. E. SUITE 201 FIFE, WA 98424 TACOMA, WA 98424 NTU ENCs PH: (253) 896-4455 PH: (253) 922-9037 E FAX (253) 926-8766 CONTACT: BRUCE MCKEAN "AHBL CONTACT: ALEX SPEARMAN s s L CIVIL ENGINEER AHBL ENGINEERS do PLANNERS 2215 NORTH 30TH STREET, SUITE 300 TACOMA, WA 98403 GRAPHIC SCALE PH. (253) 383-2422 FAX (253) 383-2572 '10 ° 20 '0 80 180 CONTACT: XNEL.LE COPE ( IN FEET 1 inch 40 ft. SURVEYOR L1.1V rw"Affn VVIER 01INLL1, JV11L OW TACOMA, WA 98403 PH. (253) 383-2422 FAX (253) 383-2572 CONTACT. JOHN BECKER JR. BENCHMARK DATUM `. FOUND RAILROAD SPIKE IN POWER POLE ON EAST SIDE XMG S OF HOYT ROAD SW OPPOSITE NORTHEAST CORNER OF rm=39M PVC E&W PROJECT SITE. E ML C+a"E< 383.92 AM SE ELEVATION = 394.14' PER MEAD GILMAN TOPOGRAPHIC SURVEY DATED 10/28/02. T DATUM: CITY OF FEDERAL WAY (NGVD 1929) 5 s5- i I LEGAL DESCRIPTION PER FIRST AMERICAN TITLE INSURANCE COMPANY POLICY .- NO. 2314OT-A, DATED DECEMBER 10, 2003 0 PARCEL A: t THE NORTH 100 FEET OF TRACT 75 OF HANNON'S HALF N ACRES, MEASURED ALONG THE EAST LINE OF SAID TRACT 75, ACCORDING TO THE PLAT RECORDED IN VOLUME 16 OF PLATS AT PAGE 28, IN KING COUNTY, i WASHINGTON. PARCEL B: j ANON -EXCLUSIVE EASEMENT FOR INGRESS AND EGRESS I AS CONVEYED BY DOCUMENT RECORDED UNDER RECORDING NO. 20031210001763, IN KING COUNTY, WASHINGTON. P ,fy !' SITE AREAS CONSTRUCTION SEQUENCE,, 1. BEFORE ANY CONSTRUCTION 'OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT AND APPLICANT'S CONSTRUCTION REPRESENTATIVE. CITY OF FEDERAL WAY PUBLIC WORKS DEPARTMENT PRECONSTRUCTION/ INSPECTION NOTIFICATION PHONE NUMBER: 253-661-4131. 2. FLAG CLEARING LIMITS. 3. INSTALL FILTER FABRIC FENCE AS INDICATED ON PLAN. - 4. INSTALL CATCH BASIN PROTECTION. 5. CLEAR AND GRUB AREAS OF THE SITE TO BE ROUGH GRADED OR FILLED. 6. ROUGH GRADE SITE AND INSTALL STORM CONVEYANCE SYSTEM AND RETENTION/DETENTION FACILITIES. PROVIDE INLET PROTECTION WHERE INDICATED. 7. INSTALL REMAINING UTILITIES AND BUILDING. 8. FINISH GRADE SITE AND CONSTRUCT ASPHALT PARKING AREAS, ACCESS DRIVES, SIDEWALKS, CURBS AND GUTTERS. 9. COMPLETE SITE STABILIZATION IN ACCORDANCE WITH LANDSCAPE PLANS. 10. CLEAN STORM DRAINAGE SYSTEM, ON- AND OFF -SITE, OF ALL SEDIMENT AND DEBRIS. 11. REMOVE TEMPORARY EROSION CONTROL FACILITIES WHEN SITE IS COMPLETELY STABILIZED. GROSS SITE AREA: 0.5 AC IMPERVIOUS SURFACE AREA: 0.37 AC (74% OF GROSS AREA) SHEET INDEX BASIS OF BEARING WASHINGTON STATE PLANE COORDINATE SYSTEM, SOUTH ZONE CITY OF TACOMA GRID UTILITIES/SERVICES WATER: TACOMA WATER SEWER: LAKEHAVEN UTILITY DISTRICT POWER/GAS: PUGET SOUND ENERGY TELEPHONE: WEST COMMUNICATIONS SCHOOLS: FEDERAL WAY SCHOOL DISTRICT FIRE: FEDERAL WAY FIRE DEPARTMENT EARTHWORK QUANTITIES CUT.• 352 CU. YDS. FILL: 4 CU. YDS. NET: 347 CU. YDS. CUT THESE QUANTITIES ARE PROVIDED FOR PERMIT PURPOSES ONLY AND SHOULD BE INDEPENDENTLY VERIFIED BY THE CONTRACTOR. SHEET NO. SHEET NAME C1.0 COVER SHEET C2.0 DEMOLITION AND TESC PLAN C2.1 TESC NOTES AND DETAILS C3.0 GRADING AND DRAINAGE PLAN C3.1 GRADING AND DRAINAGE PLAN, C3.2 DRAINAGE NOTES AND DETAILS C3.3 DRAINAGE NOTES AND DETAILS C3.4 DETENTION NOTES AND DETAILS C4.0 UTILITY AND PAVING PLAN C4.1 UTILITY AND PAVING NOTES AND DETAILS VICINITY MAP NOT TO SCALE LEGEND EXISTING DESCRIPTION PROPOSED LIGHT -- POWER/TELE. POLE --�- -- GUY WIRE T TELEPHONE MH TELEPHONE RISER 9 CATCH BASIN ■ 10 DRAIN MH ROOF DRAIN CLEANOUT ORDCo SANITARY SEWER CLEANOUT ossco DOWNSPOUT 00S SANITARY MH SIGN HYDRANT flk FIRE DEFT CONNECTION WATER VALVE N iWj WATER METER 0 l � 4 TRAFFIC SIGNAL BOX SP O SIGNAL POLE WIRE FENCE CHAIN LINK FENCE WOOD FENCE 364 — - CONTOURS —ELEV — ON -SITE CLEARING LIMITS ... m - — - D - — - STORM DRAIN LINE _. D ---- - SANITARY SEWER LINE — S ---W--- WATER LINE - w_ ROOF DRAIN LINE RD FIRE SERVICE F DDCV BARRIER CURB 6C POURED IN PLACE CURB PC EXTRUDED CURB EC INTEGRAL CURB IC ROCKERY C1111" RETAINING WALL - OFFSITE PAVEMENT ONSITE PAVEMENT ny SPOT ELEVATION CF-CURB FACE XXX.XX FG-FINISHED GRADE TW-TOP OF WALL HP -HIGH POINT LP -LOW POINT GB -GRADE BREAK TC-TOP OF CURB BC -BOTTOM OF CURB PERMIT NO.i 04101053-00 CITY OF FEDERAL WAY CITY ENGINEER V01,1k v4► DATE Civil Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors 7 k r Neighbors TACOMA • SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 316 Occidental Avenue South, Suite 320, Seattle, WA 98104 206.267.2425 TEL Pro iect. Title: NORTHSHORE PLAZA RETAIL; CENTER Client: HELIX 'ARCHITECTURE 6021 12TH STREET EAST, SUITE 201 TACOMA, WA 98424 BRUCE MCKEAN 263.922.9037 Job No. 203517.10 Issue Set & Date: BID SET 8.11.04 EXPIRES 2 / 6 / A L1 A REVISED PER CITY COMMENTS (6/19) nj REVISED PER CITY COMMENTS (5/19) Revisions: Sheet Title; COVER SHEET Designed by: Drawn by Checked by. JT HC MW Sheet No. RESUBMI SEP0220 ■ 1 of 10 Sheets NORTHSHORE PLAZA RETAIL CENTER - PORTION OF THE SW 1/4 OF THE NE 1/4 OF SEC. 23, TWP. 21N, RANGE 3E, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON I I T I 0 0 DEMOLITION AND SITE NOTES g CTU ytv � N ENC V~W� BLE s PLAN535 GRAPHIC SCALE 10 20 40 (IxFEET ) 1 inch = 20 & Ol DEMOLISH EXISTING BUILDING O2 DEMOLISH EXISTING PAVEMENT DEMOLISH EXISTING CURB ® DEMOLISH EXISTING SIDEWALK O SAWCUT EXISTING PAVEMENT A MINIMUM OF 2- FROM THE EDGE OF EXISTING PAVEMENT. ADDITIONAL SAWCUTTING MAY BE NECESSARY TO PROVIDE SMOOTH TRANSITION TO NEW PAVEMENT. © PRESERVE AND PROTECT EXISTING FEATURE. ADJUST TO FINISH GRADE. U7 DEMOLISH EXISTING UTILITY POLE AND REPLACE WITH NEW STREET LIGHT FIXTURE PER SHEET C4.0. ® RELOCATE EXISTING LIGHT FEATURE AS DIRECTED BY ARCHITECT. O9 REMOVE AND RELOCATE EXISTING SIGN TO NEW TRAFFIC ISLAND. @ REMOVE SIDEWALK TO NEAREST EXPANSION JOINT AND PROVIDE SMOOTH TRANSITION TO NEW SIDEWALK PAVEMENT. 11 RELOCATE EXISTING FIRE HYDRANT AS DIRECTED BY TACOMA WATER. SEE SHEET C4.0 FOR FURTHER DETAIL. @ DEMOLISH EXISTING CATCH BASIN. SEE SHEET C3.0 FOR NEW CATCH BASIN INFORMATION. @ PRESERVE AND PROTECT EXISTING FENCE. TESL NOTES �1 CLEARING LIMITS Q2 PROVIDE FILTER FABRIC FENCE PER DETAIL 1 ❑3 PROVIDE CONSTRUCTION ENTRANCE PER DETAIL ® PROVIDE CATCH BASIN INLET PROTECTION PER DETAIL C2.1 CONSTRUCTION ENTRANCE NOT TO SCALE PERMIT NOa 04-101053-CO CITY OF FEDERAL WAY CITY ENGINEER DATE Civil Engineers Structural Engineers A Landscape Architects 4 '"-- Community Planners�.w Land Surveyors Neighbors TACOMA • SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403. 253.383.2422 TEL 316 Occidental Avenue South, Suite 320, Seattle, WA 98104 206.267.2425 TEL Project Title: NORTHSHORE PLAZA RETAIL CENTER Client: HELIX ARCHITECTURE 6021 12TH STREET EAST, SUITE 201 TACOMA, WA 98424 BRUCE MCKEAN 253.922.9037 Job No. 203517.10 Issue Set & Date: BID SET 8.11.04 REUSE OF DOCUMENTS M UOMW w am Sim EtECIR0IOC y M AC6>aMQ Y M WAC M-23-M AM 01W0 I&$ RM WWRWQM ALiE AI N OF ANY OF RE WOMIION M M OWMNT 01 ww"Ax OE OO Wff, MY G9ORRCATNN AND %M OE. AE IDEAS N0 OE96tlS 10SWO E1WIS FEAFOI, AS NI MUM W PROFE590NA1 sEOlilE S 1HE PROPERTY ai NK NM S NOT TO BE O5EO, N *W OR N PART, FOR ANY OM PROECT ■MOM ■ M A MOR01M OF MO. A r Qj REVISED PER CITY COMMENTS 16119) Revisions: _ 5 Sheet Title: 41� I� DEMOLITION AND { TESC PLAN Designed by: Drawn by: Checked by: JT HC MW Sheet No. C2nO 2 of 10 Sheets FILTER FABRIC MATERIAL MIRAFI 100 NS OR EQUIVALENT 2" X 2" BY 14 GA. WIRE FABRIC OR EQUIVALENT, AFFIX TO POST PROVIDE 3/4" - 1 1/2" WASHED GRAVEL BACKFILL IN TRENCH AND ON BOTH SIDES OF FILTER FENCE FABRIC ON THE SURFACE 1T 2" X 4" WOOD POST OR STEEL FENCE POST FILTER FABRIC MATERIAL 60" WIDE ROLLS - USE RINGS TO ATTACH SIDE VIEW ATTACH TO WIRE FABRIC 7 8" 0 CV R NORTHSHORE PLAZA RETAIL CENTER PORTION OF THE SW 1/4'OF THE NE 1/4, OF SEC. 23, TWP.- 21N RANGE 3E, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON EROSION/SEDIMENTATION CONTROL NOTES is Lei ■■■■■■■■■■■■E■Ee■■■■■Eio ■■■■■■■■■■■■■■■■■■■■■Ein ■ ■■■■■■■■■■■ssu■■■■■■i■■■■■■■mass EXISTING■■■n■M■■MMMMMnEEE■EE■I■■.Ens% ■■OEs■OO■E■■■■OEO�n■��-�■IEEE GRADE ■■■OE■■■■■■Ens•-�.■Enu MMUM ■■■■■■■■■■■■■■■■■■Mu■MMMMMM MEMEMINNEMOMEM M on No no MMEMMINIMMORM 0 ■■MEMO ■■mono ■sums ■11111100 FILTER NOT TO SCALE *3003 SEDIMENT ONLY �-SEDIMENT ACCUMULATION PROVIDE CATCH BASIN SEDIMENT PROTECTION WITH STREAMGUARD BASIN INSERT #3003, FROM FOSS ENVIRONMENTAL 7440 W. MARGINAL WAY S. SEATTLE, WA 98108-4141 PHONE: 1-800-909-3677 INLET SEDIMENT PROM TION 2 NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 NOTESi 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 NTH A MINIMUM SIX-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 SIX FEET APART AND DRIVEN SECURELY INTO THE GROUND (MINIMUM OF 30") 3. A TRENCH SHALL BE EXCAVATED, ROUGHLY EIGHT INCHES WIDE AND TWELVE INCHES DEEP, UPSLOPE AND ADJACENT TO THE WOOD POST TO 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 ONE INCH LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF FOUR INCHES AND SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. 5• THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE FENCE, AND TWENTY INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN THIRTY SIX INCHES ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. 6• WHEN EXTRA -STRENGTH FILTER FABRIC AND CLOSER POST SPACING ARE USED, THE 2" X 2" BY 14 GA. WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN SUCH A CASE, THE FILTER FABRIC WIRE FABRIC OR IS STAPLED OR WIRED DIRECTLY TO THE POSTS WITH ALL OTHER PROVISIONS OF EQUIVALENT STANDARD NOTE (S) APPLYING. 7. THE TRENCH SHALL BE BACKFILL WITH 3/4 INCH MINIMUM DIAMETER WASHED GRAVEL BURY BOTTOM OF FILTER MATERIAL 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL IN 8"X12" TRENCH PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 9• FILTER FABRIC FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND 2" X 4" WOOD POSTS, AT LEAST DAILY DURING PROLONGED RAINFALL ANY REQUIRED REPAIRS SHALL BE MADE STANDARD OR BETTER, IMMEDIATELY. OR STEEL FENCE POST EXISTING CATCH BASIN 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL. (ESC) PLAN DOES NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE DESIGN (I.E. SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION FACILITIES, UTILITIES, ETC.). 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. CONSTRUCTION NOTES 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE FEDERAL WAY CITY CODE (FWCC), SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF APPLICABLE ORDINANCES, AND THE CITY COUNCIL CONDITIONS OF PROJECT APPROVAL. THESE CONSTRUCTION. DOCUMENTS ARE SUPPLEMENTED BY THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (WSDOT/APWA), THE KING COUNTY ROAD STANDARDS (KCRS), AND THE 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN CONJUNCTION WITH ALL (REARING AND KING COUNTY SURFACE WATER DESIGN MANUAL (KCSWDM). IT SHALL BE THE SOLE RESPONSIBILITY GRADING ACTIVITIES, AND IN SUCH A MANNER AS TO INSURE THAT SEDIMENT LADEN WATER DOES NOT ENTER THE OF THE APPLICANT AND THE PROFESSIONAL ENGINEER TO CORRECT ANY ERROR, .OMISSION, OR DRAINAGE SYSTEM OR VIOLATE APPLICABLE WATER STANDARDS. VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THESE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST OR LIABILITY TO THE CITY OF FEDERAL WAY. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION PERIOD, THESE ESC FACILITIES SHALL BE UPGRADED (I.E. ADDITIONAL SUMPS, 2. THE DESIGN ELEMENTS WITHIN THESE PLANS HAVE BEEN REVIEWED ACCORDING TO THE FEDERAL RELOCATION OF DITCHES AND SILT FENCES, ETC.) AS NEEDED FOR UNEXPECTED STORM EVENTS. WAY ENGINEERING REVIEW CHECKLIST. SOME ELEMENTS MAY HAVE BEEN OVERLOOKED OR MISSED BY THE CITY ENGINEERING PLAN REVIEWER. ANY VARIANCE FROM ADOPTED STANDARDS IS NOT ALLOWED 6. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE UNLESS SPECIFICALLY APPROVED BY THE CITY OF FEDERAL WAY, PRIOR TO CONSTRUCTION. THEIR CONTINUED FUNCTIONING. 3. APPROVAL OF THIS ROAD, GRADING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL 7. ANY AREA STRIPPED OF VEGETATION, INCLUDING ROADWAY EMBANKMENTS, WHERE NO FURTHER WORK IS OF ANY OTHER CONSTRUCTION (I.E. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ANTICIPATED OR A PERIOD OF 15 DAYS, SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC METHODS (I.E. ELECTRICITY, ETC.) SEEDING, MULCHING, NETTING, EROSION BLANKETS, ETC.) 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY, A PRECONSTRUCTION MEETING MUST BE 8. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN 15 DAYS. HELD BETWEEN THE CITY OF FEDERAL WAY, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION 9. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR REPRESENTATIVE. WITHIN THE 48 HOURS FOLLOWING A STORM EVENT. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN 10. AT NO TIME SHALL MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL PROGRESS. CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER FWCC (SECTION 22-1006); NORMALLY THIS IS 7 A.M. TO 8 P.M., MONDAY THROUGH SATURDAY. 11. STABILIZED CONSTRUCTION ENTRANCES AND WASH PADS SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO INSURE THAT 7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS ALL PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. NECESSARY BEFORE INITIATING OFF -SITE WORK WITHIN THE ROAD RIGHTS OF WAY. 12. DURING THE TIME PERIOD OF NOVEMBER 1 THROUGH MARCH 31, ALL PROJECT DISTURBED AREAS GREATER THAN 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED 5,000 SQUARE FEET, THAT ARE LEFT UNWORKED FOR MORE THEN 12 HOURS, SHALL BE COVERED BY ONE OF THE FOLLOWING COVER MEASURES: MULCH, SOD, OR PLASTIC COVERING. PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL CITY REQUIREMENTS AND THE REQUIREMENTS OF KCRS CHAPTER 8 ARE SUBMITTED TO THE CITY OF 13. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH FEDERAL WAY AT LEAST THREE DAYS PRIOR TO CONSTRUCTION. THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE 9. VERTICAL DATUM SHALL BE KCAS OR NGVD-29. PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION OR DISPERSION SYSTEM, THE FACILITY SHALL NOT BE USED AS A TEMPORARY SETTLING BASIN. NO UNDERGROUND DETENTION TANKS OR VAULTS SHALL BE USED . 10. GROUNDWATER SYSTEM CONSTRUCTION SHALL BE WITHIN A RIGHT OF WAY OR APPROPRIATE AS A TEMPORARY SETTLING BASIN. DRAINAGE EASEMENTS, BUT NOT UNDERNEATH THE ROADWAY SECTION. ALL GROUNDWATER SYSTEMS 14. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED MUST BE CONSTRUCTED IN ACCORDANCE WITH THE WSDOT/APWA STANDARD SPECIFICATIONS. AT AN APPROPRIATE RATE (I.E., ANNUAL OR PERENNIAL RYE APPLIED AT APPROXIMATELY 80 POUNDS PER ACRE). 11. ALL UTILITY TRENCHES IN THE RIGHT OF WAY SHALL BE BACKFILLED WTH 5/8 INCH CRUSHED 15. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM ROCK. THICKNESS OF TWO INCHES. 12. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 957. DENSITY. 16. MANAGEMENT PRACTICES PROVIDING SIGNIFICANT TREE PROTECTION SHALL BE PROVIDED PER SECTION 22-1568 (C) (6) (A-G) OF FWCC. 13. ALL ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95% DENSITY IN ACCORDANCE WITH WSDOT 2-06.3. EROSION/SEDIMENTATION CONTROL - 14. OPEN CUTTING OF EXISTING ROADWAYS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE WET SEASON SPECIAL PROVISIONS [OCT 1 TO APRIL 301 PUBLIC WORKS DIRECTOR AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH KCRS 8,03(B)3. 1, THE ALLOWED TIME THAT A DISTURBED AREA CAN REMAIN UNWORKED WITHOUT COVER MEASURES IS REDUCED TO TWO DAYS, RATHER THAN SEVEN. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT LIFE, 2. STOCKPILES AND STEEP SLOPES ARE TO BE PROTECTED IF UNWORKED FOR MORE THAN 12 HOURS. HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACTOR. ANY WORK WITHIN THE TRAVELED RIGHT OF 3. COVER MATERIALS SUFFICIENT TO COVER ALL DISTURBED AREAS SHALL BE STOCKPILED ON SITE. WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 4, ALL AREAS THAT ARE TO BE UNWORKED DURING THE WET SEASON SHALL BE SEEDED WITHIN ONE WEEK OF THE 1-07.23-TRAFFIC CONTROL, SHALL APPLY. BEGINNING OF THE WET SEASON. 16. CONTRACTOR SHALL PROVIDE AND INSTALL ALL REGULATORY AND WARNING SIGNS PER THE 5. MULCH IS REQUIRED TO PROTECT ALL SEEDED AREAS. LATEST EDITION OF MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 6. FIFTY LINEAR FEET OF SILT FENCE (AND THE NECESSARY STAKES) PER ACRE OF DISTURBANCE MUST BE 17. ALL UTILITIES SHALL BE ADJUSTED TO FINAL GRADE AFTER PAVING ASPHALT WEARING COURSE. STOCKPILED ON SITE. I& ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION ONLY. 7. CONSTRUCTION ROAD AND PARKING LOT STABILIZATION ARE REQUIRED FOR ALL SITES UNLESS THE SITE IS ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES SHALL BE UNDERLAIN BY COARSE -GRAINED SOIL. CONSTRUCTED IN ACCORDANCE WITH CFW DRAWING NUMBERS 3-22, 3-23. ROCKERIES MAY NOT EXCEED SIX FEET IN HEIGHT FOR CUT SECTIONS OR FOUR FEET IN HEIGHT FOR FILL SECTIONS 8, SEDIMENT RETENTION IS REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED DESIGN FLOW. UNLESS DESIGNED BY A GEOTECHNICAL OR STRUCTURAL ENGINEER LICENSED IN THE STATE OF WASHINGTON. 9, SURFACE WATER CONTROLS ARE REQUIRED UNLESS NO OFFSITE DISCHARGE IS ANTICIPATED FOR THE SPECIFIED _ _ _ 19LfUztk1Tj 10. PHASING AND MORE CONSERVATIVE BMPS MUST BE EVALUATED FOR CONSTRUCTION ACTIVITY NEAR SURFFACE WATERS. 11. ANY RUNOFF GENERATED BY DEWATERING SHALL BE TREATED THROUGH CONSTRUCTION OF A SEDIMENT TRAP WHEN THERE IS SUFFICIENT SPACE OR BY RELEASING THE WATER TO A WELL -VEGETATED, GENTLY SLOPING AREA. SINCE PUMPS ARE USED FOR DEWATERING, IT MAY BE POSSIBLE TO PUMP THE SEDIMENT -LADEN WATER WELL AWAY FROM THE SURFACE WATER SO THAT VEGETATION CAN BE MORE EFFECTIVELY UTILIZED FOR TREATMENT. A STRAW BALE FILTER SHALL BE PLACED AROUND THE DISCHARGE FROM THE DEWATERING PUMP. IF THERE IS NOT SPACE FOR A SEDIMENT TRAP OR 25 FEET OF SUITABLE VEGETATION, OTHER FILTRATION METHODS SHALL BE REQUIRED CONSISTENT WITH KCC 9.12. 12. THE FREQUENCY OF MAINTENANCE REVIEW INCREASES FROM MONTHLY TO WEEKLY. PERMIT NO.i 04.10105E-CO CITY OF FEDERAL WAY CITY ENGINEER op Civil Engineers ry Structural Engineers Landscape Architects V Community Planners , ` Land Surveyors I'M, R M' Neighbors Ar, TACOMA • SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 316 Occidental Avenue South, Suite 320, Seattle, WA 98104 206.267.2425 TEL Project Title: NORTHSHORE PLAZA RETAIL CENTER Client: HELIX ARCHITECTURE 6021 12TH STREET EAST, SUITE 201 TACOMA, WA 98424 BRUCE MCKEAN 253.922.9037 Job No. 203517.10 Issue Set & Date: BID SET 8.11.04 Ao%_ -019 4k4 .•� 8 EXPIRES 216105 REUSE OF DOCUMENTS M OOQOENT M BEEN SM aMTRQOCM1Y N A0000M OBI IMC IW23-M MCI QWTUt I&M RCM. UNMIBMZW ALMtATION OF MY OF BE IMAM M M DOQItEITT ML OWWTE I* DOQNENT, MY COUMiCATO MCI NUME E. TIE EM AND OEM NC01lPORAIED OM As Mt NSBO W OF RIOFE551QtAl SfBMfE rs THE PRaFtaln OF Mtn AN 6 NOT M BE USED, N ■IQE OR N PNtT, FOR ANT OW PM W ■TNWT Mi nS WMZABON OF MOiI A A A- REVISED PER CITY COMMENTS (6/19) A REVISED PER CITY COMMENTS (5/19) i f Revisions: f Sheet Title: t _t TESC NOTES AND DETAILS Designed by: Drawn by: Checked by, s JT HC MW Sheet No. C2ml 3 of 10 Sheets IJ NORTHSHORE PLAZA RETAIL CENTER PORTION OF THE SW 1/4 OF THE - NE 1/4 OF SEC. 23, TWP. 21N, RANGE 3E, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON INTERSECTION HOYT RD. S.W. STA 15+67.91 N 721800.66 E 1173366.52 KEY NOTES Z\ PROVIDE 81 LF OF 8' CPEP 0 0-57 (D PROVIDE 5 LF OF 8' CPEP 0 1-007- PROVIDE STORMGATE SEPARATOR WITH SOLID LOCKING LID (N 721516.35, E 1173258.11) PER DETAIL RIM 392.10, IE 390.05 tit T PROVIDE 3 CARTRIDGE STORMFILTE-WITH SOLD LOCKING LID (N 721517.12, E 1173248.14) PER DETAIL RIM 392.30, IE 390.00 PROVIDE 2 LF OF 36* CMP 0 0.007. PROVIDE 55 LF 72" CMP DETENTION TANK vo� PROVIDE CONTROL STRUCTURE WITH SOLID LOCKING LID PER DETAIL 3 :, MATCH XST\* PROVIDE 29 LF 12* CPEP 0 1.007. EL. 393. 4: O LOVER RIM OF EXISTING CB TO 392.601 @ PROVIDE NEW CB AT LOCATION SHOWN AND ADJUST RIM TO MATCH FLOWLINE GRADE ALONG HOYT ROAD SW. COUPLE NEW 12" ADS PIPE TO MATCH EXST. 0 EXISTING PIPE AND CONNECT TO NEW CB. EL 393.13± BC 11 EXSTING S�MH r4 PROVIDE DOWNSPOUT CONNECTION PER DETAIL \2L.2 RIM=393.64' W C/) 8" PVC E �'NEL 83.92' @ PROVIDE ROOF DRAIN CLEANOUT PER DETAIL 393*40 TC 392.90 8C .. I.E. CL CHA SSMH - . ......... STC8 LADDER SE Rw=392. 8 A', RIM=395.39"'"'' TUBA W AHBL E S PL GRAPHIC SCALE ( IN FEET ) I inch - 20 ft. I.E. 6 PVC E 390.1+ FILTER 8-pvc.-S 381-34�-- fC W )83 . 21, IL -WATER AN 11., DRAINAGE NOTES. _�TR I.E. 8,, pVC W )83.21 EXIT DETAIL D 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE 393.80 Tr PRECONSTRUCTION MEETING. V) J93.30 BC Ss 'S -- SS SS- SS SS SS SS SS 393.65 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN D D D D 93. ACCORDANCE WITH WSOOT 7-02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE STCB 393.15 B, SSMH 392.98 TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A RIM=393-11 UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIE ING 19 TYPE 1 LD 6' PVC NW . . ...... BASE. ADS SE 388.74 W/81-DIRECTIOk - pvc E I.E. CL CHANNEL 386.57 I.E. 6 PVC S 389-34' 10 VANED GRATE W 388-64' 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT #I OR BETTER INSIDE LADDER SOUTH I.E. 127 ADS N '721550.0 AND OUTSIDE. E 1173399.51 o 393.20f 4 R"";"M� 7�/fr T 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITH RIM 392.651 IN IE 389.80 ( 2w V��- � j3;' , ������.�� :• �� _. �'; ' A TRAVELED ROADWAY OR SIDEWALK, SHALL 14AV17 SOLID LOCKING "n4Z ALL n0AIKIAM CB f6 TYPE 2-72* NEW RIM 392.60± RI STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID ADSs - f X s , 6 , LOCKING LIDS. N 721517.98 CB TYPE 1 I.E. 12 W/SOLID LOCKING LID -".'.CR-#4-T-yPE,-2--,48' ........ 238.15 N 721515.75 L 11/ MH d-1 N 721524.59 5. ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 2, 3, 4, OR 5. E 1173266.09 �93.85± V) E 1173148.75 ......... Rl�=Mk4b co RIM 39-100- - RIM 392.00 6. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, 1Vd E 383-50' 392.70m I.E.IB" I MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE IE-,,,3-84.161 (12 E-'*- IE 389.90 (8" E) 392.261--.11 LADDER WEST IE 384.90 (36* W) FOLLOWING SPECIFICATIONS: 4*-8* ROCK/40%-707. PASSING, 2*-4* ROCK/307*-40% PASSING; ROCK/107.-20% PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS NW4qlYW 270.7 F71-77,71 71�AND -2 5� BC DRAWNG NUMBER 2-024 OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR > CONCRETE RUBBLE SHALL NOT BE USED. 393.42 7 7. CONTRACTOR SHALL FIELD VERIFY EXISTING INVERT ELEVATION AND REQUIRED FITTING AT X EACH CONNEC11ON PRIOR TO CONSTRUCTING STORM DRAINAGE FACILITIES. D ti A FOOTING DRAINS SHALL NOT CONNECT DIRECTLY TO ROOF DRAINS. FOOTING DRAINS SHALL -60, 1� CONNECT TO CATCH BASINS. Ai x 9. ALL BUILDING ROOF DRAIN DOWNSPOUTS SHALL BE CONNECTED TO THE STORM DRAINAGE SRI`y. SYSTEM THROUGH AN UNDERGROUND PIPE SYSTEM. S r CB #5 TYPE 2-72-��/ Qq W/SOUD LOCKING LID N 721522.81 E 1173173.34 RIM 393.40 IE 384.90 (36* E) RMEMr. OMM I TTMA 12� io a' y T. A 40-71 IE 384.90 (12- W) W 17171 Kz f'. .4. /Z 393.00, L L titt h-j.� TYP. RDCO N 721443.1 E 1173250.38 IE 389.65 L I LD.S 0, 0 10 T @MN7g?1473.77 V p E 1173376,34 IE 390.90 EW BUILDING 1111"-'-�.'. ..... - RDCO 4,100 SF I't-721434.75- FF=393.50 E 1173375.10 + IE 390.90 j 71, 1. i d f 301 393 -393 -Aw. Is- 9' RIGHT-OF-WAY I MA T. 0 EL -DEDICATION 1 0 391.15± BC II `� h *X' PAINTED "GW N 721240.03 E 1173413.75 IU. ALL KULt LIKAIPQ SHALL UL 0 PVC INSTALLED Al A MINIMUM 1.0% SLOPE. i 11. ROOF DRAIN PIPE MATERIAL SHALL MEET REQUIREMENTS OF THE UNIFORM PLUMBING CODE WHEN IN THE FOOTING ZONE OF INFLUENCE. 12. ROOF DRAIN SHALL BE 4' DIAMETER FROM DOWNSPOUT TO FIRST CONNECTION. THEY SHALL BE 6' DIAMETER DOWNSTREAM OF FIRST CONNECTION. ? p PERMIT NO.i. 04,401053aC0 CITY OF FEDERAL WAY CITY ENGINEER DATE CMI Engineers Structural Engineers Land"pe Architects Community Planners Land Surveyors Neighbors TACOMA S EATTLE 2215 North 30th Street, Sub 300, Tacoma, WA 98403 253.383.2422 TEL 316 Occidental Avenue South, Sub 320, Seattle, WA 98104 266.267.2425 TEL Proiect Title: NORTHSHORE PLAZA RETAIL CENTER Client: HELIX. ARCHITECTURE 6021 12TH STREET EAST. SUITE 201 TACOMA, WA 98424 BRUCEMCKEAN 253.922.9037 Job No. 203517.10 Issue Set & Date: BID SET 8.11.04 i. C /.toy W REUSE OF CUMENr HAS BEE WN WAC M-1 7 r " 34 RM I ON TRS A- A REVISED PER CITY COMMENTS (6/19) A REVISED PER CITY COMMENTS (5/19) Revisions: Sheet Title: GRADING AND DRAINAGE PLAN 4. Desioned by: Drawn by: Checked bv: JT KC Mw Sheet No. C3w0 4 of 10 Sheets 0, SCALE- 14=10, DETAIL T NORTHSHORE PLAZA RETAIL CENTER TION OF THE SW 1/4 OF THE NE 1/4 OF SEC. 23, TWP. 21N, RANGE 3E, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON -7- CB #2 TYPE 2-481.� N 721755.76 E 1172935.93 RIM 387.00 IE CENTER LINE DESCRIPTION' IE 1 IE 1 NZ in woo A) FEN, E 1173047.34 RIM 388.50 IE 383.14 (12' SENW) S.W. 340TH ST. IE 12" s 387.6' STC8 RIM=390-. IE 12" CPP NE 387.86' IE 6" PVC E 388.26' IE 12" IRON 387.58' (ELBOW), SOLID LID \N/ SOLID LID I ' RIM=389.59 IE 12cpp s,W 380.55' L E S L GRAPHIC 'SCALE 20 40 ( IN FEET ) I Inch - 20 & DRAINAGE NOTESi 1. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO THE PRECONSTRUCTION MEETING. 2. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH WSDOT 7-02.3(1). THIS SHALL INCLUDE LEVELING AND COMPACTING THE TRENCH BOTTOM, THE TOP OF FOUNDATION MATERIAL, AND REQUIRED PIPE BEDDING, TO A UNIFORM GRADE SO THAT THE ENTIRE PIPE IS SUPPORTED BY A UNIFORMLY DENSE UNYIELDING BASE. 3. STEEL PIPE SHALL BE GALVANIZED AND HAVE ASPHALT TREATMENT JI OR BETTER INSIDE AND OUTSIDE. 4. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES, NOT LOCATED WITHIN A TRAVELED ROADWAY OR SIDEWALK, SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 5. ALL CATCH BASIN GRATES SHALL CONFORM TO CFW DRAWING NUMBERS 4-1, 2, 3, 4, OR 5. 6. ROCK FOR EROSION PROTECTION OF DITCHES, CHANNELS AND SWALES, WHERE REQUIRED, MUST BE OF SOUND QUARRY ROCK, PLACED TO A DEPTH OF ONE FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: 4"-8" ROCK/40%­70% PASSING; 2'-4- ROCK/30%-40% PASSING; AND —2- ROCK/107w--207. PASSING. INSTALLATION SHALL BE IN ACCORDANCE WITH KCRS DRAWING NUMBER 2-024 OR AS AMENDED BY THE APPROVED PLANS. RECYCLED ASPHALT OR CONCRETE RUBBLE SHALL NOT BE USED. 7. CONTRACTOR SHALL FIELD VERIFY EXISTING INVERT ELEVATION AND REQUIRED FITTING AT EACH CONNECTION PRIOR TO CONSTRUCTING STORM DRAINAGE FACILITIES. D 8. FOOTING DRAINS SHALL NOT CONNECT DIRECTLY TO ROOF DRAINS. FOOTING DRAINS SHALL CONNECT TO CATCH BASINS. SEE DETAIL FOR FOOTING DRAIN ALIGNMENT. SEE ARCHITECTURAL PLANS AND SPECIFICATIONS FOR FURTHER DETAIL 3. 9. ALL BUILDING ROOF DRAIN DOWNSPOUTS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM THROUGH AN UNDERGROUND PIPE SYSTEM. 10. ROOF DRAINS SHALL BE INSTALLED AT A MINIMUM 1.0% SLOPE. 11. ROOF DRAIN PIPE MATERIAL SHALL MEET REQUIREMENTS OF THE UNIFORM PLUMBING CODE WHEN IN THE FOOTING ZONE OF INFLUENCE. WALL/ 12. ROOF DRAIN SHALL BE 4" DIAMETER FROM DOWNSPOUT TO FIRST CONNECTION. THEY SHALL BE 6" DIAMETER DOWNSTREAM OF FIRST CONNECTION, UNLESS OTHERWISE NOTED ON PLANS. KEY NOTES (DPROVIDE 147 LF OF 12* CPEP 0 1.00% PROVIDE 167 LF OF 12* CPEP 0 1.00% PROVIDE 85 LF OF 12' CPEP 0 2.11 % CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 PERMIT NO-i 04-101053-CO CITY OF FEDERAL WAY C1 I TY ENGINEER kv% .DATE CiW1 Engineers Structural Engineers Landscape Architects Community Planners Land Surveyors Neighbors TACOMA SEATTLE 2215 North 30th Street, Sufte 300, Tacoma, WA 98403 253.383.2422 TEL 316 Occidental Avenue South, Suite 320, Seattle, WA 98104 206.267.2425 TEL Protect Title: NORTHSHORE PLAZA RETAIL CENTER Client: -HELIX ARCHITECTURE 6021 12TH STREET EAST, SUITE 201 TACOMA, WA 98424 BRUCE MOKEAN' 253.922.9037 203517.10 Issue Set & Date: .BID SET 8.11.04 C VC j 200 41,ft1s, I I 0� IONAL FEXPIRES REUSE OF DOCUMENTS IN DODM)(t WS VM NC M-046AIi- I ALIMIN OF MY OF 1w ON N15 WNW IKL Own MIK ="T wwaan mu - 3 A"I MarMWM0 (FM Ir MM OF NOT TO BE L PAR RA My W IN W U OTS Art ( 11F MOL A A REVISED PER CITY COMMENTS (6/19) REVISED PER CITY COMMENTS (5/19) CF Revisions: Sheet Title: GRADING AND Ll DRAINAGE PLAN iR Designed by: Drawn by: Checked by: JT FIC Mw, Sheet No. 19 C301 5 of 10 . Sheets so RIGID i FLEXIBLE (D.I., CONC.) T (CPEP, CMP, PVC) , NORTHSHORE PLAZA RETAILCENTER PORTION OF THE SW 1/4, OF THE NE 1/4 OF IECo 23, TW.Pn 21N3 RANGE 3E, W21011111 CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON ff BACKFILL PAVED AREAS & WITHIN R.O.W. WITH 9 CRUSHED ROCK, 95% COMPACTION, 6' MAXIMUM LIFTS. AT UNPAVED AREAS USE SUITABLE NATIVE MATERIAL OR GRAVEL BACKFILL FOR PIPE ZONE o a o BEDDING 907. COMPACTION. 4 6" MAXIMUM LIFT d 0 0 I a 4 4 BEDDING MATERIAL FOR RIGID I I � � � o � I 4 MIN. PIPE PER W.S.D.O.T. 8' PER WSDOT STD. 9-03.12(3), 957. COMPACTION ' i I, =� I BEDDING MATERIAL FOR THERMOPLASTIC 1.5 X I.D. + 18' PIPE PER W.S.D.O.T. 2.5' A�IIN. 9-03.12(3), 957. COMPACTION NOTE BACKFILL MATERIAL MALL NOT HAVE PARTICLE SIZE GREATER THAN 1" WITHIN 6' OF THE PIPE OR THE CONTRACTOR HAS THE OPTION TO USE GRAVEL BACKFILL PIPE ZONE BEDDING CONFORMING TO W.S.D.O.T. 9-03.12 (3). BEDDING & BACKFILL PIPE IN TRENCHES NOT TO SCALE 10' - 9' - 8-3/4'• 1-1/4" 1 /2; r-2" LETTERING OPTIMAL RAISE - 1 /2" WOE BORDER 1 /2" NOTES 1. PIPE MATERIAL AS SPECIFIED BY THE ENGINEER. 2. PIPE DIAMETER AS SHOWN PER PLAN. 3000 psi CLASS C CONCRETE (TYP.) V-0' 5/8" �- 12'0 R� FIBRE JOINT PACKING I.,.- 7" 2-7/8 8' BEN 15" CAST IRON RING AND COVER CLEAN -OUT DETAIL NOT TO SCALE 4-3/4' PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS GEOTEXTILE FABRIC (TYP.) COPE TO DRAIN 2,Opg61AfN. z 00 4" MINIMUM DIAMETER ' 2" MIN. 2" MIN. 12' MIN. LEGEND 4" MAX. I I II II I II I II II I SURFACE SEAL; NATIVE SOIL OR OTHER LOW PERMEABILITY MATERIAL GRAVEL BACKFILL FOR WALLS; WSDOT STANDARD SPECIFICATIONS, SECTION 9-03.12(2), OF FINE AGGREGATE FOR PORTLAND CEMENT CONCRETE; SECTION 9-03.1(2). FOUNDATION STRUCTURE O DRAIN PIPE; PERFORATED OR SLOTTED RIGID PVC PIPE LAID WITH PERFORATIONS OR SLOTS FACING DOWN; TIGHT JOINTED; WITH A POSITIVE GRADIENT. DO NOT USE FLEXIBLE CORRUGATED PLASTIC PIPE. DO NOT TIE BUILDING DOWNSPOUT DRAINS INTO FOOTING LINE. - - - - - - - GEOTEX11LE FABRIC ON ALL SIDES, PER SPECIFICATIONS. NOT TO SCALE ROOF DOWNSPOUT SEE ARCHITECTURAL DETAILS. 6' PVC CAP CUT HOLE TO ALLOW DOWNSPOUT TO PENETRATE WITH 1/8" CLEARANCE. 2A FINISH GRADE ---� 12' MIN. 4' PVC SDR 35 TYP. STUD WALL SEE STRUCTURAL DETAILS. PROVIDE FITTINGS a AS REQUIRED. a BUILDING FOUNDATION 4 SEE STRUCTURAL DETAILS d 1.0% a d MIN. a a 4d d FOOTING SUBDRAIN INDIVIDUAL ROOF DOWNSPOUT CONNECTION NOT TO SCALE GENERAL NOTES 1.) STORMGATE SEPARATOR BY STORMWATER MANAGEMENT INC., PORTLAND. OREGON 800/548-4667. 2.) PRECAST CONCRETE VAULT TO BE CONSTRUCTED IN ACCORDANCE WITH ASTM C857 AND C858. 3.) INLET AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 4.) PRECAST STORMGATE SEPARATOR EQUIPPED WITH EITHER CORED OPENINGS OR KNOCKOUTS AT INLET/OUTLET LOCATION. 5.) SEE PRECAST STORMGATE SEPARATOR DATA BLOCK FOR MODEL NUMBER, ORIFICE BOX CONFIGURATION, AND WEIR SETTING. 6.) CONTRACTOR TO ADJUST WEIR TO DESIGN ELEVATION. WHEN SETTING SCREWS ON WEIR PLATE DO NOT EXCEED 5.0 FT-LBS TOURQUE. SEAL WEIR WITH SILICONE SEALANT AFTER FINAL ADJUSTMENT. 7.) ALL STORMGATE SEPARATORS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR DETAILS. 8.) ETELIa BE ODE �N INTENT PRODUC LY ACTUAL HOP DRAWING DIMENSIONS AND CONFIGURATION SHO 8'0 D.I.P. INLET PIPE HDPE FLOW DIFFUSER ALTERNATE PIPE 10' LOCATION (TYP) NOT USED INLET SEPARATION CHAMBER CHAMBER 1 AIN I cp�_M OUTLET CHAMBER 8'd D.I.P. OUTLET PIPE SEPARATION CHAMBER 2 __- PLAN 30"0 SMI MANHOLE FRAME dt COVER (TYP) EL 392.10 STORMGNV WEIR 8- DIP INLET/OUTLET PIPE ®�;: r r (SAME ELEV.) HDPE ORIFICE BOX 4'_2" 1fo TRANSFER OPENING (TYP) EL 386.05 - 4' VIEW ,A, STORMGATE SEPARATOR .9 HDPE FLOW DUCT (TYP) A RISERS TO MATCH GRADE BAFFLE WALL -6" FLOW DUCT FRAME TM STORMGATE SEPARATOR DATA SGS MODEL NUMBER 1100 WATER QUALITY FLOW RATE (CFS) 0.0804 CFS PEAK FLOW RATE (CFS) 0.32 CFS I.E. MATERIAL DIAMETER INLET PIPE 11 390.05 DI 8" INLET PIPE #2 N/A N/A N/A OUTLET PIPE 390.05 DI 8" ORIFICE BOX OPENINGS: NUMBER SIZE2 3" VAULT DIMENSIONS (FT X FT) 6 x 10 RIM ELEVATION 392.10 WEIR ELEVATION 390.22 TOP SE BAFFLE WALL ELEVATION 390.82 TRANSFER HOLE ELEVATION 389.23 FLOOR ELEVATION 386.05 PERMIT NOa 04-101053-CO CITY OF FEDERAL WAY CITY ENGINEER a�� oea DATE -lull Engineers Ys. Structural Engineers Landscape Architects Community Planners Land Surveyars Neighbors ua T"ACOMA • SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 316 Occidental Avenue South, Suite 320, Seattle, WA 98104 206.267.2425 TEL Project Title: NORTHSHORE PLAZA RETAIL CENTER Client: HELIX ARCHITECTURE 6021 12TH STREET EAST, SUITE 201 TACOMA, WA 98424 BRUCE MCKEAN 263.922.9037 Job No. 203517.10 Issue Set & Date: BID SET 8.11.04 og Is'$ SSIONAL� EXPIRES 2 / 6 / e-j REUSE OF D=09NTS W MOOT WB WM S M p) IRWALY N AIMMI CE W YAO IW23-070 W OHA 019.34 RM UNAUTN0i ZM &MATO OF ANY OF THE WMATNN ON MS OOCIAQIT ILL N "A11111E DOMIDT, YT OEROFICA,a NAf(T SIMM E. THE AEAS AMD OESNNS NOOIRORAlEO HEAEN, AS AN NStRUWIT OF PROFE590NAI. SFRMCE IS t1lE PROPERTY OF ANEL AND IS NOT TO K OSEO. N *W OR N PART, FIN ANY OTHER PROFIT VIMIUT IOTTEN AU INZATNN OF MOL 0 A - A REVISED PER CITY COMMENTS (6/19) A REVISED PER CITY COMMENTS (5/19) Revisions: Sheet Title: DRAINAGE NOTES AND DETAILS Designed by: Drawn by Checked by: JT HC MW Sheet No. C382 NOTTO SCALE 6 of 10 Sheets R" M 011T1 CT CTI IQ SQUARE ACCESS CONCRETE COLLAR (SEE NOTE 6) UNDO MA rel PORTION OF THE SW 1/4 OF THE. NE 1/4 OF SEC. 23, TWP, 21N, RANGE 3E, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON (SEE NOTE 5) 3-CART. CATCHBASIN - PLAN VIEW �1 SCALE: N.T.S. SOLID COVER CLEANOUT J 8" 0 OUTLET PIPE ACCESS PLUG (SEE NOTE 5) 3-CART. CATCHBASIN - SECTION VIEW A -A SCALE: N.T.S. SQUARE REINFORCING BARS ACCESS (SEE NOTE 6) COVER INLET GRATE C 4T�P� RECTANGULAR FILTER DGE RECTANGULAR ACCESS COVER 4.; 7M 4"0OP PERMANENT POOL ELEVATION INLET STUE (OPTIONAL; LET STUB E 5) _._ET PIPE FROM UNDERDRAIN 3—CART. CATCHBASIN — SECTION VIEW — SCALE: N.T.S. ' LIFTING EYE (TYP OF 4) CARTRID SUPPOI 3—CART. CATCHBASIN — SECTION VIEW C— SCALE. N.T.S. GENERAL NOTES 1.) STORMFILTER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON 800/548-4667. 2.) FILTERS TO BE SIPHON —ACTUATED AND SELF—CLEANING. 3.) STEEL STRUCTURE TO BE MANUFACTURED OF Y4" STEEL PLATE. 4.) STORMFlLTER REQUIRES 2.3' OF DROP FROM RIM TO OUTLET. INLET (IF APPLICABLE) AND OUTLET PIPING TO BE SPECIFIED BY ENGINEER AND PROVIDED BY CONTRACTOR. 5.) CBSF EQUIPPED WITH 4" LONG STUBS FOR INLET (IF APPLICABLE) AND OUTLET PIPING. STANDARD OUTLET STUB IS 8" IN DIAMETER. CONNECTION TO COLLECTION PIPING CAN BE MADE USING FLEXIBLE COUPLING BY CONTRACTOR. 6.) FOR H-20 LOAD RATING, CONCRETE COLLAR IS REQUIRED. CONCRETE COLLAR WITH QUANTITY (2) #4 REINFORCING BARS TO BE PROVIDED BY CONTRACTOR. 7.) ALL STORMFILTERS REQUIRE REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE GUIDELINES FOR DETAILS. 8.) STANDARD DETAIL SHOWS MAXIMUM NUMBER OF CARTRIDGES. EXACT NUMBER REQUIRED TO BE SPECIFIED ON SITE PLANS. 3-CARTRIDGE CATCHBASIN STORMFILTER DATA DESIGN 0.0804 PEAK 0.32 RETURN 2—YR MEDIA 1COMP. FILTER XXX XXX XXX XXX OUTLET 101 III)CII INLET OUTLET (8" W) Imho INLET (8" E) THE STORMWATER M�AGEMENT StormFilter U.S. PATENT No. 5,322,629, No. 5,707,527, No. 6,027,639, No. 5,624,576, AND OTHER U.S. AND FOREIGN PATENTS PENDING CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 PERMIT NOa 04.101053-CO CITY OF FEDERAL WAY • CITY ENGINEER DATE TACOMA • SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253,383.2422 TEL 316 Occidental Avenue South, Suite 320, Seattle, WA 98104 206.267.2425 TEL Project Title: NORTHSHORE PLAZA RETAIL CENTER Client: HELIX ARCHITECTURE 1 12TH STREET EAST, SUITE 201 TACOMA, WA 98424 BRUCE MCKEAN 253.922.9037 Job No. 203517.10 Issue Set & Date: BID SET 8.11.04 auw uwmu�tnir n ACCORDANCE NIM RAC 1W23-M AMD CMAPTM 193/ RCA. UNKMOfOkD ALTERATNM OF My OF ME W MADON ON MIS DOCOYEMT RL NVANTE ME ooW1EMT. MY CrRTIFlCAINNI NID SY# AN E. THE KAS AND oE9p1s N1oaRPaRAIED MEREN As AN 9rsIRUEMT aF PROFi590NN SERNCF IS THE PROPERTY OF AMR AND IS NOT M 9E USW, N *W OR M PART, FOR MY OW PRUN WWR 9R1TB AUMp9ZAIN OF AMDL A A A REVISED PER CITY COMMENTS (6/19) A REVISED PER CITY COMMENTS 15/191 I Revisions: 4 Sheet Title: ` I DRAINAGE NOTES a AND DETAILS Designed by: Drawn by: Checked by: JT HC MW ` Sheet No. r C3w3 7 of 10 Sheets ` f NORTHSHORE PLAZA RETAIL CENTER PORTION OF THE SW 1/4 OF THE NE 1/4 OF SEC. 23, TWP, 21N, RANGE 3E, W.M. CITY OF FEDERAL WAY, KING COUNTY, WASHINGTON 27.5 27.5' 4" DIA. AIR VENT SOLID ROUND i I GRADE PER PLAN I LOCKING LID (TYP.) LADDER STEPS (TYP} �\�. SEE NOTE 2 3 CONTROL NOTES STRUCTURE 1. PROVIDE TANK ACCESS PER PLAN WITH ONE MANHOLE 2' 72" CMP DETENTION PIPE 2' LOCATED IN CENTER OF TANK. --- 2. 36" MINIMUM DIAMETER ACCESS RISER WITH LADDER S=0.0% RISER TO BE OFFSET TO PROVIDE ANCHORING BASIS FOR LADDER STEPS. SEE DETAIL N C3.3 e _ , 36" DIA. CMP-0- 0.009 36" DIA. CMP 00.00% 3. SEE SHEET C3.0 FOR TANK LAYOUT. IE _ 384.90 � ' � ` � ` � ' - 1("�M) X. IE = 384.90 4. THE TANK SHALL MEET H-20 LOADING REQUIREMENTS. TYPE 11-72" DIA. STORM DRAIN MANHOLE 5. CMP PIPE SHALL BE TREATED PER WSDOT 9-05.4(3), SEE SHEET C3.0 FOR INVERTS - TREATMENT 1. STANDARD 60" CONCRETE FRAME LOCKING LID TOP SLAB (MARKED "DRAIN") MOUNTED OVER 24" DIA. ECCENTRIC OPENING " 36" CPEP RETENTION PIPE RISER PLAN VIEW MAINTAIN 1" GAP BETWEEN BOTTOM OF SLAB & TOP OF RISER - PROVIDE PLIABLE GASKET TO STANDARD LOCKING EXCLUDE DIRT MH. FRAME & COVER III, iiii " wlf hlilill 36" CPEP RISER STANDARD 60" CONCRETE FUSED TO DETENTION TOP SLAB TANK BY MANUFACTURER COMPACTED PIPE , RETENTION PIPE BEDDING (TYP) 1, MAX. PREFABRICATED LADDER INSTALLED BY MANUFACTURER NOTES: 1. USE ADJUSTING BLOCKS AS REQUIRED TO BRING FRAME TO GRADE. 2. MUST BE LOCATED FOR ACCESS BY MAINTENANCE VEHICLES. 3. THE MAXIMUM DEPTH FROM FINISHED GRADE TO TANK INVERT SHALL BE 20 FEET. 4. ALL TANK ACCESS OPENINGS SHALL HAVE ROUND, SOLID LOCKING LIDS WITH 1/2 INCH DIAMETER ALLEN HEAD CAP SCREWS. 5. THE TOP SLAB SHALL BE SEPARATED (1 INCH MINIMUM GAP) FROM THE TOP EDGE OF THE RISER TO ALLOW FOR DEFLECTIONS FROM VEHICLE LOADINGS WITHOUT DAMAGING INFILTRATION PIPE &/OR RISER. 6. INFILTRATION TRENCH MUST COMPLY WITH THE OSHA CONFINED SPACE REQUIREMENTS, WHICH INCLUDES CLEARLY MARKING ENTRANCES TO CONFINED SPACE AREAS. THIS MAY BE ACCOMPLISHED BY HANGING A REMOVABLE SIGN IN THE ACCESS RISER(S), JUST UNDER THE ACCESS LID. ACCESS RISER NOT TO SCALE OVERFLOW m ry TO PROVIDE DETENTION & OIL SEPARATION ELEV 389.90 PIPE SUPPORT(S): 3" X .090" 612* CPEP OUTLET 1.O01 INVERT ELEVATION 384.9 RESTRICTOR PLATE WITH 1.02" ORIFICE '- ROUND SOLID COVER MARKED "DRAIN" WITH LOCKING BOLTS. SEE DWG. NOS. 2-022 & 2-023. RIM 393.40 NOTES: d a. da 1. PIPE SIZES AND SLOPES: PER PLANS. 2. OUTLET CAPACITY: NOT LESS THAN COMBINED INLETS. z 3. EXCEPT AS SHOWN OR NOTED, UNITS SHALL BE CONSTRUCTED MAX• IN ACCORDANCE WITH THE REQUIREMENTS FOR CATCH BASIN TYPE W.S. 2, 54" MIN. DIAM. ELEV 389.94 4. PIPE SUPPORTS AND RESTRICTOR/SEPARATOR SHALL BE OF ` SAME MATERIAL, AND BE ANCHORED AT 3' MAX. SPACING BY 5/8" FRAME & LADDER OR DIAM. STAINLESS STEEL EXPANSION BOLTS OR EMBEDDED 2" IN STEPS OFFSET. SEE WALL. NOTE 8. FRAME & 5. THE RESTRICTOR/SEPARATOR SHALL BE FABRICATED FROM COVER ELEV. PER PLAN. ,060" ALUMINUM, OR.064" ALUMINIZED STEEL, OR .064" STEPS OR LADDER. GALVANIZED STEEL PIPE; IN ACCORDANCE WITH AASHTO M 36, M SEE DWG. NO. 2-006. 196, M 197 AND M 274. GALVANIZED STEEL SHALL HAVE CONTROL STRUCTURE NOT TO SCALE TREATMENT 1. 6. OUTLET SHALL BE CONNECTED TO CULVERT OR SEWER PIPE WITH A STANDARD COUPLING BAND FOR CORRUGATED METAL PIPE, OR GROUTED INTO THE BELL OF CONCRETE PIPE. 7. THE VERTICAL RISER STEM OF THE RESTICTOR/SEPARATOR SHALL BE THE SAME DIAM. AS THE HORIZONTAL OUTLET PIPE, WITH - CLEANOUT GATE: SHEAR AN 8" MIN, DIAM. GATE. SEE DWG. NO. 8. FRAME AND LADDER OR STEPS OFFSET SO THAT A, CLEANOUT 2-026. GATE IS VISIBLE FROM TOP. B, CLIMB DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. C, FRAME IS CLEAR OF CURB. 9. IF METAL OUTLET PIPE CONNECTS, TO CEMENT CONCRETE PIPE: INVERT ELEV. OUTLET PIPE TO HAVE SMOOTH O.D. EQUAL TO CONCRETE PIPE I.D. 384.90 LESS 1/4'. " 12 OUTLET I I 1 II I I 36" INLET IIIII I - �\� i PLAN CALL 48 HOURS BEFORE YOU DIG 1-800-42475555 PERMIT N0a 04-10%53*0 CITY OF FEDERAL WAY CITY ENGINEER kov\ p4 ,DATE REUSE OF AIIS OOGU61i HAS an Em aumo OALLY N U NNi1� w MMR tsOF MY O I'IFOM ,9:i{ RCM. UIMIflgpno xm WL GF AMYlr AE Niflwmr QI nis MOf1l61T �1 WV"N1F 9fP IVCI�gIi p OTC NORTHSHORE PLAZA RETAIL CENTER PORTION OF THE SW 1/4'OF THE NE 1/4 OF SEC. 23, TWP,- 21N, RANGE 3E, W.M. CITY OF. FEDERAL WAY, KING COUNTY, WASHINGTON P_ cu 1 N AMBLE S $ P GRAPHIC SCALE ( IN FEET ) 1 inch - 20 M 3 U GENERAL NOTES SITE NOTES 1. SEE ARCHITECTURAL PLANS FOR BUILDING AND SITE HORIZONTAL CONTROL REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR TRASH ENCLOSURE INFORMATION. DETAILS. 2. SEE DETAIL 1.2 FOR TRENCHING AND BACKFILL REQUIREMENTS. Q2 REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR PAVEMENT MARKING 3. CONTRACTOR TO FIELD VERIFY EXISTING INVERT ELEVATIONS AND REQUIREMENTS DETAILS. fj jai �t FITTING AT EACH CONNECTION PRIOR TO CONSTRUCTION UTILITIES. O3 REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR LIGHTING DETAILS. REFER TO ARCHITECTURAL PLANS AND SPECIFICATIONS FOR LANDSCAPING REQUIREMENTS. SANITARY SEWER NOTES NOTE: SANITARY SEWER SERVICE MATERIALS AND INSTALLA11{NI SHALL BE PER LAKEHAVEN UTILITY DISTRICT STANDARDS. ` A PROVIDE NEW MANHOLE CONNECTION TO EXISITNG 8" SANITARY SEWER MAIN. S i I o i 1 U) ;.... SSMM.._.. RIM=395.39' 8 %PVC`383:34_.... I.E. 8° PVC W 383.21' I.E. 8 LADDER EAST I.E. 8" PVC `N 353.5) I.E. 8" P ADDERBWEST S a S f} f 1 � 1 i } � ' 4 ? F Q ? E ?p i i r 1 E ` APPROXIMATES j LOCATION OF1 !' POWER LINES JOY OTHERS) I� I . 1 Q PROVIDE 97 LF OF 8" PVC (SDR 35) 0 1.0% SLOPE. U PROVIDE 100 LF OF 6" PVC (SDR 35) 0 2.0% SLOPE. PROVIDE SANITARY SEWER CLEANOUT PER DETAIL. 2 A PROVIDE GREASE INTERCEPTOR BY UTILITY VAULT, NO. 4484CA, 1000 GALLON CAPACITY. SEE SEWER PLANS FOR DETAIL. A PROVIDE 19t LF OF 6" PVC (SDR 35) 0 2.07. MIN. SLOPE. A PROVIDE 8 LF OF 6" PVC (SDR 35) 0 3.07. SLOPE. 0 REFER TO MECHANICAL PLANS FOR SANITARY SEWER SERVICE CONTINUATION INTO BUILDING. WATER NOTES (D NEW BUILDING TO UTILIZE EXISTING METER. SEE DESIGN BY TACOMA WATER FOR MORE INFORMATION. 0 APPROXIMATE LOCATION OF NEW FIRE HYDRANT ASSEMBLY. SEE DESIGN BY TACOMA WATER FOR MORE INFORMATION. PAYING NOTES M1 PROVIDE ON -SITE ASPHALT CONCRETE PAVEMENT PER DETAIL. C4.1 02 PROVIDE INTEGRAL CURB AND WALK PER DETAIL. 1 03 NOT USED. F4 PROVIDE EXTRUDED CURB PER DETAIL 4.1 [fl PROVIDE OFF -SITE ASPHALT CONCRETE PAVEMENT PER DETAIL. e C4 66 PROVIDE SMOOTH TRANSITION BETWEEN NEW PROPOSED PAVEMENT AND EXISTING PAVEMENT. Q7 PROVIDE CEMENT CONCRETE PAVEMENT PER DETAIL. (q;) PROVIDE PRECAST CEMENT CONCRETE WHEEL STOP PER DETAIL t 3 ❑9 PROVIDE HANDICAP RAMP PER DETAIL QD 10 APPROXIMATE LOCATION OF RELOCATED SIGNS. POWER NOTES 1� PROVIDE POWER SOURCE EXTENSION FOR NEW STREET LIGHT FIXTURE. CONTRACTOR SHALL PROVIDE DESIGN -BUILD SERVICES FOR INSTALLATION OF NEW STREET LIGHT FIXTURE. PROPOSED LOCATION OF NEW STREET LIGHT FIXTURE. CONTRACTOR SHALL PROVIDE DESIGN -BUILD SERVICES FOR INSTALLATION OF NEW STREET LIGHT FIXTURE. PERMIT NOa 04101063000 CITY OF FEDERAL WAY CITY ENGINEER mal NORTHSHORE PLAZA RETAIL CENTER � Community Planners PORTION OF THE SW 1/4 OF THE NE 1/4 OF SEC. 23, T WPE 21N, RANGE 3E, W.M. 'Neigh is "�°�' CITY OF FEDERAL WAY, KING COUNTY, WASHINGTDN rim .P NOTES: 1. RAMP TEXTURING IS TO BE DONE WITH AN DUMMY JOINT 1/2"(*) EXPANDED METAL GRATE PLACED AND REMOVED FROM WET CONC. TO LEAVE A DIAMOND PATTERN 219 6" VARIES AS SHOWN. THE LONG AXIS OF THE DIAMOND SLOPE 2% (1/4" DROP PER 1') WWF PATTERN SHALL BE PERPENDICULAR TO THE CURB. 1/4' R __ __— 7 1/4- GROOVES SHALL BE 1 /8" DEEP AND 1/4' WIDE. 6" % n 2. CURB RAMP WILL NOT BE POURED INTEGRAL WITH 00000000000,6000000000808000 ` 8" ( SIDEWALK AND SHALL BE ISOLATED BY EXPANSION x 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ` JOINT MATERIAL ON ALL SIDES BUT NOT AT END 00,)000 0 0 0 0 0 0 0 0 0 0 0 , oQ0 0 0 0 0 0 0�000 0 0 0 0 O NOMINAL OF RAMP ADJACENT TO THE ROADWAY. ap o o, I —III I I I=1 11=i 111=III=I =I1 = DIMENSIONS o 0 0 , o ° 1--III^I 14 REBAR, TYP. 3. CHANGES IN LEVEL UP TO 1/4' MAY BE VERTICAL PAVEMENT , ^ o 0 0 111= OR sucTURALRFlLL " RAMP TEXTURE DETAIL " " _ _ AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL r (I " N.T.S. BETWEEN 1/4 AND 1/2 SHALL BE BEVELED WITH 2.5 COMPACTED BASE COURSE A SLOPE NO GREATER THAN 1: 2. 8" #4 REBAR, TYP. RAMP TEXTURE (TYP) (SEE DETAIL & NOTE 1) 1. COMPACTION FOR CONCRETE CURB AND WALKS TO BE 95% OF MAXIMUM DENSITY. SEE SPECIFICATIONS. 3/8' EXPANSION JOINT 2. EXPANSION JOINTS SHALL BE AT 10'-0" INTERVALS OR AS SHOWN ON PLANS. p INTEGRAL CURB AND WALK NOT TO SCALE CEMENT CONCRETE 10' CURB, WSDOT SPEC 8-04 BOTTOM OF CUT/SAWED 2.5'11- 5" 2.5' JOINT AT 15' INTERVAL a II p a d p 9 G EXTRUDED CEMENT CURB 6' MIN. -EARTH BACKFILL / IN PLANTERS 2" PVC AT 40' INTERVALS, AND AT ALL LOW POINTS TO PROVIDE ADEQUATE DRAINAGE THROUGH CURBS OR LANDSCAPE PLANTER ISLANDS. PIPE TO BE BEVELED TO MATCH FACE OF CURB. NCRETE NOT TO SCALE 6'-0" 4" 2 1 /2" 9' (2) #33 BARS —O O— „ • lJ • 13/16" OIA HOLES 8" MIN. 10" MAX. 3:1 SAND & CEMENT GROUT 1" DEPTH NON -SHRINK GROUT z 2" CLEARANCE (TYP) �-- (2)6 BARS CIO WHEEL STOP NOT TO SCALE ......._... ..... FLUSH 1 1 EXCEED 1 WHEELCHAIR RAMP DETAIL NOT TO SCALE CEMENT CONCRETE PAVEMENT 41 p, .4 . CRUSHED �o `-' o��°Ooo�O°000000M000n0 0�0 o OpoOoC�op°oo0° o�� SURFACING TOP D o 0 o O B OQO o Q°o O G� COURSE, WSDOT 4-04 12" COMPACTED SUBGRADE-959* MAX. DRY DENSITY (ASTM D1557) NOTE: SEE CITY OF FEDERAL WAY STANDARD FOR REQUIRED SIDEWALK PAVEMENT, SPACING, EXPANSION JOINTS AND SCORE MARKS. rr CEMENT CONCRETE PAVEMENT SECTION NOT TO SCALE ON -SITE 3' ASPHALT CONCRETE PAVEMENT CLASS A, WSDOT 5-04 ASPHALT CONCRETE PAVEMENT CLASS B, WSDOT 5-04 CRUSHED SURFACING BASE COURSE, WSDOT 4-04 °°ov° vv�v o$0 " 7 GRAVEL BASE, WSDOT 4-02 988 O o O� �o00 O 0O og 8. �I(II�IIIIIIIIIIIIIIIIII111 —III 1. DEPTHS ARE COMPACTED THICKNESS. 2. ALTERNATIVE OFF -SITE PAVEMENT STRUCTURE: 3-1/2" ASPHALT CONCRETE PAVEMENT, CLASS A OVER 0.85' ASPHALT TREATED BASE. ASPHALT CONCRETE PAVEMENT STRUCTURE NOT TO SCALE COMPACTED SUBGRADE TO BE 95% OF MAUUM DENSITY. NOT USED NOT TO SCALE RV" 3' UTIuTY 8' STRIP anrwAl k 6' 5' 01 AAITM Dlvr 14' I Aur 10' QTOAIlHJT /T11nL1 1 Aur CL I I STREET SECTION -CITY STREET SECTION K-MINOR ARTERIAL NOT TO SCALE CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 PERMIT NO.i 04-101053-CO CITY OF FEDERAL WAY CITY ENGINEER 2'1 04 DATE TACOMA • SEATTLE 2215 North 30th Street, Suite 300, Tacoma, WA 98403 253.383.2422 TEL 316 Occidental Avenue South, Suite 320, Seattle, WA 98104 206,267.2425 TEL Project Title: NORTHSHORE PLAZA RETAIL CENTER Client: HELIX ARCHITECTURE 6021 12TH STREET EAST, SUITE 201 TACOMA, WA 98424 BRUCE MCKEAN 253.922.9037 Job No. 203517.10 Issue Set & Date: BID SET 8.11.04 t' ST ' �+t' ISTEtt� �SSIONAL�1 EXPIRES 216105 REUSE OF DOCUMENTS AMS OOCUeiIT RAS WEY SICIeD QECTRdiCN1Y M AOCQDAYCE 21 N11 199-2J-070 NRI ORAPRR 19.M ROTI UTAUR 111110RATIM OF ANY W ME WMAIN ON TNS DWAIENT WI. UVA NX N DWADIT. YY CTAII OTION NO SWTIX TIE nEAs MRI oEsals 9TOdIPORATm YEAEIY, MUM HSMAeYi W PROFES9p1AL SFRYCE IS T!e PRWERIY W MOL MID IS YDT TO BE USED, N *W OR M PART. FOR MY OM PMW 190T MTRN A MINZATION OF MBI. A A © REVISED PER CITY COMMENTS (6/19) �j REVISED PER CITY COMMENTS (5/19) Revisions: Sheet Title: 8 UTILITY AND PAVING 0 e NOTES AND DETAILS a 0 Designed by: Drawn by: Checked by: JT HC KAW Sheet No. n A C4w1 1i' 10 of 10 Sheets ;Y