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HomeMy WebLinkAbout01D1627LEGEND PROPOSED EXISTING PROPERTY LINE EASEMENT LINE - - - - - - - LOT LINE -"-"-"-"- STORM DRAIN PIPE 12"SD SD POWER AND CABLE U WATERMAIN W SEWER MAIN SS -4 PROPOSED CONTOUR 80 80 SPOT ELEVATION CATCH BASIN SANITARY MANHOLE CAP UNDERGROUND PIPE C- C WATER VALVE N WATER METER FIRE HYDRANT TRANSFORMER CHAIN LINK FENCE -X-x-X- -"--- SILT FENCE x X- POWER POLE GREASE INTERCEPTOR 0 CLEANOUT • • CENTERLINE - - - - - DETAIL NUMBER C-11 SHEET NUMBER CONTAINING DETAIL SW 1/4 SECTION 13, TOWNSHIP 21N, RANGE 4E, NW 1 /4, SECTION 24, TOWNSHIP 21 N, RANGE 4E, ABBREVIATIONS ACP ASPHALT CONCRETE PAVEMENT POC POINT OF CONNECTION BOT BOTTOM PVC POLYVINYL CHLORIDE BC BOTTOM OF CURB PVMT PAVEMENT CB CATCH BASIN R RADIUS CL CENTERLINE RT RIGHT COMP COMPRESSIVE S SOUTH CONST CONSTRUCTION SD STORM DRAIN CSBC CRUSHED SURFACING BASE COURSE SS SANITARY SEWER DTL,DET DETAIL E EAST, EASTING STA STATION EA EACH T TELEPHONE ENT ENTRANCE TC TOP OF CURB EP EDGE OF PAVEMENT TYP TYPICAL EX,EXIST EXISTING W WATER, WEST FF FINISHED FLOOR W/ WITH G GAS 0 AT IE INVERT ELEVATION L LENGTH, LINE 0 DIAMETER LF LINEAR FEET WSDOT WASHINGTON STATE LT LEFT DEPARTMENT OF TRANSPORTATION MH MANHOLE MIN MINIMUM STD STANDARD N NORTH, HfRTHING TESC TEMPORARY NTS NOT TO SCALE EROSION/SEDIMENT P POWER CONTROL W. M. W. M. LEGAL DESCRIPTION NEW LOT 3 DESCRIPTION THOSE PORTIONS OF LOTS 2 AND 3, CITY OF AUBURN SHORT PLAT NO. SPL 0005-98, RECORDED UNDER RECORDING NO. 9812221898, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS A WHOLE AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID LOT 2, THENCE SOUTH 0094'30" EAST 235.02 FEET ALONG THE WEST LINE THEREOF TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0014'30" WEST 759.95 FEET ALONG SAID WEST LINE AND THE WEST LINE OF SAID LOT 3 TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 275.00 FEET; THENCE ALONG THE WESTERLY AND NORTHERLY LINES OF SAID LOT 3 THE FOLLOWING FIVE COURSES: THENCE NORTHERLY AND NORTHWESTERLY 227.52 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 47'24'14"; THENCE NORTH 47'38'44" WEST 33.83 FEET; THENCE NORTH 2224'25" EAST 17.59 FEET TO THE BEGINNING OF A NONTANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 88.00 FEET (A RADIAL LINE TO SAID BEGINNING BEARS NORTH 47'38'44" WEST); THENCE NORTHEASTERLY AND EASTERLY 72.48 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 4791'29"; THENCE NORTH 89'32'45" EAST 92.11 FEET; THENCE CONTINUING NORTH 89'32'45" EAST 64.59 FEET ALONG THE EASTERLY PROLONGATION OF SAID NORTHERLY UNE; THENCE SOUTH 00'28'30" EAST 49.82 FEET; THENCE NORTH 89'31'30" EAST 290.03 FEET TO THE EAST LINE OF SAID LOT 3; THENCE SOUTH 00'28'30" EAST 978.86 FEET ALONG SAID EAST LINE TO A POINT WHICH BEARS NORTH 89'19'52" EAST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 8919'52" WEST 408.38 FEET TO THE TRUE POINT OF BEGINNING. SITUATE IN THE CITY OF AUBURN, KING COUNTY, WASHINGTON. GENERAL ENGINEERING NOTES AND SPECIFICATIONS: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF 9. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT AUBURN'S REQUIREMENTS AND SPECIFICATIONS. PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES WITHOUT ADDING CONTRACTOR, AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO NEW SECTIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS, AND THE RULES AND "WASHINGTON THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY 18. ALL MANHOLES, CATCH BASINS AND VALVES IN PUBLIC RIGHTS -Of -WAY OR REGULATIONS OF THE STATE DEPARTMENT OF TRANSPORTATION SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL SUFFERED BECAUSE OF CONTRACTORS' OPERATIONS OR NEGLIGENCE SINSTAL ALL UTILITY CONSTRUCTION," LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED CONNECTED TO THEM. THE STANDARD ADJUSTMENT DETAIL NO. BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT CASTINGS OUTSIDE Of PAVED AREAS SHALL BE INSTALLED WITH A CASTCITYINGS 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH CONCRETE COLLAR AROUND THEM. SPECIFICATIONS. STRAIGHT, UNIFORM EDGES 12 INCHES OUT FROM THE EDGE OF EXCAVATION. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF THE CITY OF AUBURN ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED 19 PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE STANDARD CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE NTH ASPHALT EMULSION (CSS-1). ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH AT THE JOB SITE, ALONG WITH A COPY OF THE APPROVED DEVELOPMENT BASINS. PLANS. 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'-6" FOR SDR 21 OR APPLICABLE AND DETERMINED AT THE PRECONSTRUCTION MEETING. 35 PIPE, 4. A PRECONSIRUC110N MEETING SHALL BE REQUIRED PRIOR TO ANY ONSITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 12. THE CONTRACTOR SHALL INSTALL, REPLACE OR RELOCATE ALL SIGNS AS 21. BEDDING FOR PVC, CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITYS MINUS CRUSHED ROCK, 6 INCHES MINIMUM UNDER TO 6 INCHES MINIMUM 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, STANDARD DETAIL N0. TRSP-1. OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL N0. LOCATION MARKING AND RESPONS181UTY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122, REVISED 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A GEPT-3. CODE OF WASHINGTON. PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, 22. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFlLL DETAIL SHALL CALL ONECALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, STORM) OF 5 FEET. NOS. GEPT-1 AND GEPT-2 FOR CONSTRUCTION PROCEDURE. SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). 14. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL 23. ALL IMPORTED PIPE TRENCH BACKFlLL MATERIAL SHALL BE BANK RUN 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR GRAVEL FOR TRENCH BACKFlLL, PER SECTION 9-03.14. SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD 24. PIPE TRENCH BACKFlLL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO SHALL BE 5/8-INCH MINUS CRUSHED ROCK WHEN CONNECTION IS CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE PERPENDICULAR TO THE CITY STREET, AS PER CITY OF AUBURN STANDARD CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS DETAIL GEPT-1. 7. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL NECESSARY, TO REMOVE MUD DEPOSIT AS A RESULT OF PROJECT ON -SITE STORM WATER RUNOFF BY EROSION/SILTATION CONTROL CONSTRUCTION ACTIVITY. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH PROCEDURES. APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN, 8. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE TO THE CITYS "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 1 18/21/001 JGM I MRS I RJL I CONSTRUCTION DOCUMENTS DRAWN BY utsw CALL 2 WORKING DAY REB A, CHECKED BY APPRL R D BY BEFORE YOU DIG NO. I DATE I BY I CHO. i APPR. 10 MAY 00 SCALE: REVISION J 0 B No.: 98200.26 AS SHUN ® Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622-5822 Fox (206) 622-8130 MAIN ST 16 ov a 181 PROJECT a LOCATION to m U 18 N N U SUPERMALL 15TH ST SW u' CONSTRUCTION CITY IMITS O BOUNDARY BLVD ENTRANCE VICINITY MAP N. T. S. DRAWING INDEX SHEET N0T, DRAWING TITLE C-1 COVER SHEET C-2 DEMOLITION AND TESC PLAN C-3 GRADING AND DRAINAGE PLAN C-4 DETAILS AND SECTIONS A-1 SITE BOUNDARY A-3 SITE IMPROVEMENTS PLAN L-1.1 LANDSCAPE PLAN - NORTH OF SITE L-1.2 LANDSCAPE PLAN - MIDDLE NORTH OF SITE L-1.3 LANDSCAPE PLAN - MIDDLE SOUTH OF SITE L-1.4 LANDSCAPE PLAN - SOUTH OF SITE L-2.1 IRRIGATION PLAN - NORTH OF SITE L-2.2 IRRIGATION PLAN - MIDDLE NORTH OF SITE L-2.3 IRRIGATION PLAN - MIDDLE SOUTH OF SITE L-2.4 IRRIGATION PLAN - SOUTH OF SITE QUADRANT ,A Weyerhaeuser Company Quadrant Phan, suite 500 N.E. 8th at 112th P.O. Box 130 Bellevue, WA 98009 SITE DATA SITE AREA = 9.6 AC, EXISTING ZONING C-3 (HEAVY COMMERCIAL) O EXISTING USE = OPEN FIELD/COMMERCIAL PROPOSED USE = COMMERCIAL CV) SITE ADDRESS O SUPERMALL DRIVE AUBURN, WA. 98001 BENCHMARK O REFER TO CITY OF AUBURN DATA, BASED ON BENCHMARK ' 23-Y, TOP OF SOUTHEAST CORNER OF CONCRETE BASE FOR LIGHT STANDARD AT SOUTHWEST CORNER OF PARKING O LOT ON THE NORTH SIDE OF 15TH STREET SOUTHWEST AND "0" STREET SOUTHWEST, ELEVATION = 75.11. VERTICAL DATUM: NGVD 29 O r� FAC 00-0030 GRA 00-0011 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH REOW DRAM CDIT OTION THE CITY OF AUBURN ENGINEERING DIVISION'S MN BRA7•i65III,,,���aaa 1���W1111 E OMIRAC10R'S REQUIREMENTS. ptAy,.\ Wt. n n 8/z4 au APPROVED BY: DAIL'' nnE/PosIIDN DATE APPROVED: gL2 400 CpRRaEO DY aTT: dAtE: THE SUPERMALL OF THE GREAT NORTHWEST SHEET SUPERMALL - THEATER PARKING LOT REVISIONS COVER SHEET C-1 SHEET 1 OF 4 DI 01617 GRADING AND EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, CONSTRUCTION NOTES: DUST CONTROL NOTES — — — «7« SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED T� jj�� _ , AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER O1 NT LADEN WATER AND REMOVE EXISTING CB AND SD LINE. 1 USE OF TEMPORARY ORARY GROUND OVERSHALL MINIMIZE THE EAND OTHER RIOD OF IIE TEMPORARY STABIL EXPOSURE LIZATION 5 ADRACENTING OTO PR UECT WHICH WIALL LLRBE USED BY TIES L ONNSTR -1ON-TTR FfiC�� - _ t-PU` STORM DRAICONSTRUCTINAGECRUNOFF DOESTIVITIES TO SNOT IMPACT URE THAT ETHEEADJACEENT PROPERTIES OR 2 CUT AND REMOVE 12 LF Of EXISTING SD PIPE. PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. SHALL BE KEPTTI AN OF ALL MATERIAL DEPOSITS RESULTING FROlil O ON -SITE CONSTRUCTION THE NATURAL DRAINAGE WAYS. 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER III L J \� ���'� _ _ / 4. y, 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS 3 CUT AND CAP; EXISTING SO SYSTEM TO REMAIN. \ _ x "' USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED 0 UNTIL SURFACE IS WET. REPEAT THE PROCESS AS NEEDED DURING THE DAY. 6. MINIMUM OF ON IwwATER TRUCK SHALL BE AVAILABLE ON -SITE AT ALL \\ \ �� _ i x. TIMES DURINGdN$TRUCTION. \ \\ 7 '- % ` DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET O4 REMOVE EXISTING SD PIPE. \ J _ ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION 3. ALL TRUCK TRAFFIC MUST USE THE WASH PAD AS DESIGNED AND SHOWN \ \\ I I CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING O RELOCATE FIRE HYDRANT AS SHOWN ON SHEET C-3 ON THE T.E.S.C. PLANS TO PREVENT CARRYING MUD INTO STREET. I i \ CONSTRUCTION. THE IMPLEMENTATION, MAIN TEN ANCE,REPLACEMENT AND 6 COORDINATE FILL OF SWALE WITH RING ROAD 4. ALL OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE I \\\ % I ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF PRIOR CONTRACTOR. 0* SO MUSTENT. E OPERATIONAL �� i� A V /�!'`' THE PERMITETENTITEE. MUST BE COVERED TO PREVENT DUST ROM BLOWING FROM THE TRUCKS. III ii i 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL \- POND SHALL BE REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM CONSTRUCTION ACTIVITY SHALL III t I I IS IN PLACE AND OPERATIONAL. UTILIZE THE EXISTING ACP DRIVEWAY 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CATCH BASIN PROTECTION REGRADE LANDSCAPE AREA AND REMOVE j / / _, CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS PER COA STD DEV-8 EXISTING SWALE AFTER NEW CONVEYANCE III r , \ \ j COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. (TYPICAL) SYSTEM IS INSTALLED. CONSTRUCTION TO ✓' / / J w 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR COORDINATE WITH RING ROAD(GRA0002_•99)— EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND RNSION GRAO003--99 PRUJECIS. _ I 1 1 _ — — — _ _ - /i �/ I ,, i 1 1 // I I {' _� DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING - - DISCHARGE TO' SWALE - ® - - - - �• ' . / REMOVE ti r Ix SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE Ip _ _ r., AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE 1 =79.0 THAN 30 DAYS SHALLSTABILIZED WITHIN 1 AY FROMT BER 1 — ----_— — �- — TO MARCH 31, EARTHWORKACTIVITIESSHALL BE CONDUCTED IN STAGES IN EXI ACP ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA -- t — — — — — — _ — — — [) — GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN __. UNWORKED FOR MORE MAN 24 HOURS AND EXPOSED AREA OF LESS 4 ❑ ❑ ` I — - f. THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN C-4 I 4 A 1 ❑ ❑ 1 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 6 THE ALL OFOLLOWINGED AREAS STABILAND IZATIONDISTURBED METHOD. MUST HYDROSEEDING ANDLIZED I' ,� I � MULCHING PER THE FOLLOWING: GDESC ���. I _ I A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 POND '� / n`F I THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: 45 1tI I IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE I?� EXISTING - ! 4 I ;i' REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, lAeTHEATRE BUILDING . I I _. �i �' -�_� �,1� ! I MULCHING WALL BE REQUIRED IMMEDIATELY AFTER PLANTING.) _I I ;—�,.tea "h f o r I - - I r _I r w I - e EXIST. 12� ' L -;'I B. SEEDBED PREPARATION THE SEEDBED SHOULD BE FIRM, BUT NOT FF-87.20 COMPACT, NTH A FAIRLY FINE SURFACE FOLLOWING SURFACE n _.1 �_.- REMOVE EXIST ACP I a,WAIER LIE ! ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT 1 ,/// ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" UP SLOPE. UP TO NEW• ! s CURB LINE T I -1 I: y 1 J a 5 w u I , �� {_ C. FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. I,I DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE INTERCEPTOR SWALES _ f , ,'� :k �� ( -- m 1�-1 W��I -� I i NONPHOSPHOROUS FERTILIZER. PER COA STD DETAIL ti' _ - - ' I I -_� I D. SEEDING -APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED U i � o DEV-9. CONTRACTOR BED AT A RATE OF 120 POUNDS/ACRE: 1 - IL11 T, _ • —.—. — L�._ PROPORTIONS PERCENT PERCENT TO FEUD LOCATE f �NAME BY WEIGHT PURITY GERMINATION SILT CONTROL FENCE I TM —,�� ......_ r, .,.. PER C.O.A. STD DETAILr, RED TOP (AGROSTIS ALBA) 10% 92 90 DEV-6 (TYPICAL) - - , r ANNUAL R ( LIUM MULTIFLOR ) 40% 98 90 LO CHEWINGS . r I. _ a (JETUCA ESTOWN, BRAN ERA SHADOW OR KOKET) I , ail I — — — WHITE DUTCHCLOVER10% 96 90 0 0 IFOLIUM R PE — — --- — — — — —.— — — — — — - - — — E. PROVED SEED -MULCH- - �- - —.-- _� _... r - _..�..._ .. �_.. --- — — -- . ...• "HYDROSEEDING" APPLICATIONS Willi AP — — — — — — — — — — LIMITS OF CONSTRUCTION — s s — — — FERTILIZER MIXTURES, MAY ALSO BE USED. --- F, MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE h� MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY WEATHER, OR SE SITES. HOT OR DRY RATES SHOULD E CONTROLLIEDOTOJ PREVENT RUNOFF. APPLICATION WETLAND LANDSCAPE / x AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. CONSTRUCTION SEQUENCE EARTHWORK QUANTITIES BUFFER AREA: 41,411 SO FT 1, SCHEDULE AND ATTEND PRECONSTRUCTION MEETING WITH 7. INSTALL NEW SO LINES AND UTILITIES. CUT - 3,500 CY 1 i n CITY OF AUBURN OFFICIALS. FILL - 15,500 CY S. GRADE AND PAVE SITE IN ACCORDANCE WITH THE PLANS. GRAPHIC SCALE < x 2. FLAG ALL CLEARING AND GRADING LIMITS AS SHOWN ON PLANS. 9. HYDROSEED ALL DISTURBED AND GRADED AREAS UPON COMPLETION LEGEND so o z5 5D too zoo o x 3. INSTALL TEMPORARY FILTER FABRIC FENCE AND UNDER CB OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND io GRATES AS SHOWN ON PLANS, TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN. SAWCUT ( IN FEET ) a x 1Inch =50 ft. 4. BEGIN AND COMPLETE DEMOLITION. 10. MAINTAIN ESC FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION FAC 00-0030 GRA 00-0011 DANGER HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS — — LIMITS OF CONSTRUCTION 5. CLEAR SITE, GRADE SITE AND AMEND ESC FACILITIES AS REQUIRED. INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH RECORD DRAW CER1MTO n � WATER INTO STORM DRAINAGE SYSTEM. - FILTER FABRIC FENCE THE CITY OF AUBURN ENGINEERING DIVISION'S ME BWNM CONFORM TO 7HE CONTRACTOR'S x REWIREMENTS. i?�CORDS 6. ESC FACILITIES MUST BE GRADED TO PROVIDE POSITIVE SLOPE FOR otter, 5 DRAINAGE TO EXISTING POND AT ALL TIMES. 11. REMOVE TESC FACILITIES UPON FINAL SITE STABILIZATION AND APPROVAL e/z¢ CATCH BASIN PROTECTION FROM THE CITY OF AUBURN OFFICIAL. ® APPROVED BY. � i RTIE/P09110N l7Ss/ci�T�^ DATE APPROVED: 2Y�G� D BY OTT: DAIS ttj 1 8/21/00 JGM MRS RJL CONSTRUCTION DOCUMENTS DRAWN BY DESIGNED BY 1. LEIyx THE SUPERMAU OF THE GREAT NORTHWEST SHEET REB JGM CALL 2 WORKING DAYS Or WABy� Gy UADRANT p CHECKED BY APPROVED BY BEFORE YOU DIG • `~, yerhaeuser Company MRS RJL Consulting Engineers Q SUPERMALL - HEATER PARKING LOT REVISIONS _ DATE 1-800-424-5555 ` P'°� s°"` S00 < 1201 Third Avenue, Suite 900 H 10 MAY 00 SCALE: Seattle, Washington 98101 ab es s p� IONAL PQ 8 J 0 B No.: 98200.26 AS SHOWN (2os) s2z-5822 Fax (2os) sz2—s,ao 6 a W o Bellevue, TWA 98009 DEMOLITION AND TESC PLAN SHEET 2 OF 4 x NO. DATE BY HD. APPR. REVISION jL­O .Z _ - - - PER REC. N . 14 12' WIDE NON-EXCLUSIVE - _ _ 65 a 1 UTILITY AND PEDESTRIAN EASEMENT I I - - --, PORTION OF ACCESS EASEMENT ; (MAY BE RELOCATED IN THE - - -� 1 PER REC. NO. 9802031519 FUTURE BY MUTUAL CONSENT OF THE OWNER AND THE CITY I - - - _ - STORM DRAINAGE NOTES: OF AUBURN I1 12' PEDESTRIAN JI �- ` -� //11" 1. STORM LINES SHALL BE LAID TO THE GRADES AND ELEVATIONS SHOWN ON I V EASEMENT \ \ �� THE DRAWINGS AND SHALL NOT BE CHANGED WITHOUT ENGINEER APPROVAL. III 10' WIDE NON-EXCLUSIVE\ \ 7 � 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION 5.63 S689'45'30" W UTILITY EASEMENT \ j i / T - PERMITS FROM CITY OF FERNDALE PRIOR TO CONSTRUCTION. m i`B - 3. ALL MANHOLES AND CATCH BASINS SHALL BE ADJUSTED TO FINAL GRADE CONNECT TO EX. SDMH III �o \ \ \ �C o i AFTER FINAL PAYING IS COMPLETE. IE IN E=78.00 \ , 4. STORM DRAINAGE PIPE LESS THAN 24" IN DIAMETER SHALL BE: EX. ACCESS EASEMENT FOR 30-inch SD INFORMATION - } �- 6,0' 17 59' • SMOOTH INTERIOR CORRUGATED HIGH DENSITY POLYETHYLENE (HOPE) PIPE PER REC. NO. 9802031519 SEE SUPERMALL -RING ROAD I R= 275 00 N 22'24'25" E CONFORMING TO AASHTO M294 TYPE S. PIPES SHALL BE COUPLED USING BLOCK WI B.O.A. REVISIONS DRAWINGS I j 47'24114 SMOOTH POLYETHYLENE WATERTIGHT SLEEVES WITH A CENTER INDENTATION PER COA STD DETAIL WABO-2--T--12.0 C= 227.52' y. R= BCE TO ENSURE PROPER POSITIONING, GASKETS CONFORMING TO ASTM R477 LOT /- �, >' ' w=47'1i�9" SHALL BE PLACED AT ALL JOINTS. INSTALLATION SHALL CONFORM TO 10' WIDE NON-EXCLUSIVE " III CONNECT TO yk "` L=72.48 ASTM D2321. EX. SDMH % / t /� USE HANCOR TIGHTUNE OR EQUIVALENT APPROVED BY THE ENGINEER. UTILITY EASEMENT m-- IE (IN) E=,§A REINFORCED CONCRETE PIPE RCP CONFORMING TO ASTM C- ASS , 1 73 LF 12 SD I 17 \,� - - - - - - - - - - - - - - - -1 - �i �_= �.-^•-''" " . - 4� • BELL & GOT WITHRUBBERGA ETED JOINTS. G x°'.m=ems - - 0-t37X - - - - ILL S.- �' / TYPE 2 4 " D - - - - - - - - - ,, -- - -- _ 4 - - - - - - - - - - - - - - - - - ^ - - - - - - - - - - _ - - - _z -- - - - - - - - - / / RIM 81.9 •ALL PIPE WITH LESS THAN 2 FEET OF COVER SHALL BE CLASS IV RCP - � �` _ I ) W=75 9 ALL PIPE WITH LESS THAN 1 FOOT OF COVER SHALL BE DUCTILE IRON PIPE. ETA-- - f" E(ou -- F 1� }, - -- - , '40 LF 12" SD ��,� _ T N 5 "- 5. ALL PIPE AND FIT71NOS SHALL BE LEGIBLY AND PERMANENTLY ACCESS _ EASEMENT TO LOT 3 r, � e a � � � i � 0�'�� I ti� ' MARKED WITH TYPE AND CLASS. 7. 0 83 �, 6. CATCH BASINS AND MANHOLES SHALL BE PRECAST CONCRETE STRUCTURES CONFORMING TO SECTION 7-05.2 OF THE 1998 WSDOT 20' WIDE NON-EXCLUSIVE ❑ ❑ ¢ - i r STANDARD SPECIFICATIONS. METAL CASTINGS SHALL CONFORM WITH UTILITY EASEMENT ( a r5 A : 8g . i � I I 1 _r _- �--- ''�, .-. � � \ THE REQUIREMENTS OF SECTION 9-05.15 OF THE WSDOT STANDARD EXTEND 15' WATER EASEMENT $ ° - - _ _ _ d \ 5 PAST PROPERTY LINE 1 - i - �' ` _ j " SPECIFICATIONS. I', rn C - _ 6 4 - I 84 T 7 7. RCP SHALL CE INSTALLED IN CONFORMANCE NTH SECTION 7-04.3 6 TYT - .� TYPE 1 ca �I RIM-84.00 h I _ -,0 OF THE 1998 WSDOT STANDARD SPECIFICATIONS. THE PIPE SHALL r-- L _ ( ` � �' I � -� a� �� c, BE BEDDED AND BACKFlLLED IN ACCORDANCE WITH SPECIFICATIONS. IE (IN) E 79.00 a BACKFILL SHALL BE COMPACTED TO 95% OF THE MAXIMUM DRY .e. IE (OUT) W 79.00 � I� I I a TYPE 1 CB , o 84.60 T I I e Q-� I 1 DENSITY AS DETERMINED IN ACCORDANCE WITH ASTM D-1557. CONNECT TO EX. 12 W I RIDGE_ LINE_ _ _ _ _ ', I RIM= 836 0 n 84.10 G ) �� SMOOTH INTERIOR HDPE PIPE SHALL BE INSTALLED PER ASTM D2321 4W5' TBBEND MJxMJ - _ 25 PER COA STD DETAIL WAFH-1 II ~� 79-00 I 0 l� 0T 4 AND AS RECOMMENDED BY THE PIPE MANUFACTURER. �h �I, �Qo 77 LF 12' SD EXISTING I IE OUT W=F9�� I -� I 8. CONCRETE STRUCTURES SHALL BE CONSTRUCTED OF CLASS 3,000 s '0 0 1.82% THEATER BUILDING I I ' ' I CONCRETE INSTALLED IN CONFORMANCE WITH SECTION 6-02 AND 7- z _ tj 3 124 LF 12" SD- eP 5 II I I 7 f w 0 0.69� a e �I �} TYPE CB, OVER EX. 12" SD XF 15720 LOT 3 II"! III I I 05.3 OF THE 1998 WSDOT STANDARD SPECIFICATIONS, LOT 2 A ^'J 66 RIM- 85.40 - 9. STORM DRAIN SYSTEM SHALL BE FLUSHED AND THOROUGHLY CLEANED ( ) - Ilia I EX 20' k 30 WATERLINE PRIOR TO ACCEPTANCE. J UTILITY CROSSING v �� IE (OUT) N-80.90 WATERLINE __--- II L-6 I III �1, ( I I REC NO.EASEMENT9PE508302013 C-4 5 6 �o r l IE IN W 80.90 s IE 12 W 82 CONTRACTOR I EASEMENT 7_ I i 10. ROOF DRAINS SHALL BE 6" PVC WITH A 1% MINIMUM SLOPE. -- - U I Y _-fir I--�" f IE 12" SO =79.68 - _`__.I 0°E, I N'a--, _ 9802051375PER REC. 0 �_ ���----_ I I 9. 11. SEE ARCHITECTURAL PLANS FOR ROOF DRAIN CONNECTIONS AND FOOTING TO POTHOLE AND VERIFY) x �� -7 7 Yy N DRAIN DETAIL. 7 I 56 ---- RIDGEIN: I �� 1 I I 1 h TYPE 1 CB a---==--== ----- r.-- --- RIM= 4.40 - - - - - - - -� @5 r I g�, (L. _ I i 1 - g .� L� f 12. TIGHTUNE FOOTING DRAIN BETWEEN BUILDING AND CATCH BASIN. IE IE �IOUT) W=79.85 _ - I� I � -Iy�. ...,_ �_ ..... .. i_.. �... ---,__ - - - �, 1.,,:_ ..... - 13. PROVIDE RIP -RAP AT ALL STORM PIPE INLETS AND OUTLETS. L S 1 ALL STORM DRAINS WTHIN THE DEVELOPMENT SHALL HAVE STENCILED ;4. �121 LF 12' SD, I 9 oo a ®1,� DUMP NO WASTE -DRAINS TO "EITHER STREAMS, "WETLAND$," --- - "OR "GROUNDWATER" AS APPLICABLE. " g 0 1.00% � -TYPE 1� 00_ a 8 3.1 2p��� 1 ti� as�o�' I_ h �o.a�� �4, �� RIM=84.00 _ -. o c b��. Bc -- IE(OUT) W=81.00 _ e (% 18 1 J, o � S 0'2 '30" E - �` ----------- E �-�-�-�-fir- �-----f--�--�--E-�-� �-�-� -- ---- - - ~ ----- --- ----- -.. ---- --_.. _.._..__ - ___.----- _. _ o Lri RELOCATE 1020 LF 4 TYPE 1 CB EXTRUDED CONCRETE 3 2 TYPE 1 C8 as 1 STANDARD DUTY RIM=85.20 RIM=83.60 w OF CHAIN LINK FENCE TION TYP CURB SEC . C-4 % C-4 PAVEMENT (TYP.) TO PROPERTY LINE IE (IN) W=881-. 3 IE (IN) W=78.89 EXISTING 30' UTILITY EASEMENT X TYPE 1 CO n RECORDING NO. 9508302013 2 HEAVY DUTY CONSTRUCTION NOTES: C-a PAVEMENT TYP. � V w aQ < N fL �N a =5 n 'g c STORM DRAINAGE COORDINATES ® NORTHING EASTING 1 3803.80 4145.75 2 3827.09 4478.50 3 3516.04 4481.15 4 3255.07 4483.37 5 3112.53 4419.88 6 2999.83 4189.18 7 3001.28 431 7 3002.44 4434.17 9 3925.38 4066.48 1 18/21 /001 JGM I MRS I RJL x i NO. I DATE I BY I CHID. I APPR. 0 TIE INTO EXISTING SO SYSTEM. Q2 TIE NEW SD SYSTEM INTO EXISTING SO SYSTEM AT CB. Q3 REGRADE EXISTING SWALE. ® COORDINATE DRAINAGE SWALE FILL AND ALL ASSOCIATED SD PIPE AND CB REMOVAL WITH QUADRANTS RING ROAD CONTRACTOR. SWALE FILL MAY NOT OCCUR UNTIL THE 30-inch SD IS FUNCTIONAL. PER RING ROAD REASONS PLAN. Q5 REMOVE EXISTING FIRE HYDRANT AND GATE VALVE. TRANSPORT HYDRANT AND GATE VALVE TO CITY M k 0 SHOP FOR SURPLUS © CAST IN PLACE CONCRETE CURB IE (IN) W-86.70 81. IT LEGEND: STANDARD DUTY PAVEMENT a HEAVY DUTY PAVEMENT EARTHWORK QUANTITIES: CUT - 3,500 CY FILL - 15,500 CY CONSTRUCTION DOCUMENTS UKAWN CT urZ)IuVCU or REB JGM CALL 2 WORKING DRYS BEFORE YOU DIG 1800-424-5555 Q%� Consulting Engineers 1201 Third Avenue, suite 900 G Seattle, Washington 98101 (206) 622-5822 Fox (206) 622-8130 CHECKED BY APPROVED BY MRS RJL DATE 10 MAY 00 S C A L E: AS SHOWN J 0 8 No.: 98200.26 REVISION GRAPHIC SCALE 50 0 25 50 100 200 ( IN FEET ) 1 inch =50 ft. FAC 00-0030 GRA 00-00TI THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH AECOAD DRANRC 00"I CATION THE CITY OF AUBURN ENGINEERING DIVISION'S M3E DRAWNGS COWORM TO X C0IIRACTOR'8 REQUIREMENTS. pbyy\ CONSIRU d�I AECOR05. APPROVED BY: L J.Cvwr. 5...«W DAIL, w/PO pN �f I C.fii' le DATE APPROVED: $ 2'II omfD BY alY: DAIS QUADRANT THE SUPERMAU OF THE GREAT NORTHWEST SHEET A Weyerhaeuser Company t Pima, swto No SUPERMALL - THEATER PARKING LOT REVISIONS N.B. 8th at 112th C-3 P.O. w 98009 GRADING, WATER UTILITY AND DRAINAGE PLAN SHEET 3 OF 4 of 0 16.17 x s 0 c SECTION SCALE: HORIZ. 1" = 5( VERT. 1" = 5' 90 _ 90 EAST CONTRACTOR TO POTHOLE EXISTING GRADE _ AND VERIFY INVERT i RING: RELOCAT! D _ _ - - l jj f \ ` ROAD 85 :FENCE _ 85 12" X. 12" W -----� SO 01.0% 12" 0 0.69% I 80..1 12, ® (80 PR OSED 1.0g GRADE T Ir I Ca TYPE 1 CB RIM=B*.45 EXISTING ; 75 8 RIM 84.00 TYPE 1 CB 2E =79.62 CATCH BASIN.. ; 75 . . IE (OUT) W = 81 00 7 RIM = 84.40 : TYPE 1 CB EX. SDMH IE IN) E = 7985 6 RIM = 84.00 RIM = 84 IEl OUT) W = 79.85 IE (IN) E = 79.00 EX. IE (IN) S = 7G.35 70 ... .. ..:._ ..... ..: .............. IE (OUT) W = .79.00 EX. iE (OUT) N 7635 70 IE (IN) E = 7&00 o°a oao "oe.° W° o ° o 6' 2" ASPHALT CONCRETE ova- °. 6' Y$ a. o_ -. u COMPACTED SUBGRADE SECTION SCALE: HORIZ. 1" = 5C VERT, 1" = 5' tago ® -o w s wao oDypoa c .dog0. TY PAVEMENT NOTE: MATERIAL THICKNESS IS COMPACTED DEPTH, APPLIES TO ALL SECTIONS 1 /001 JGM I MRS I RJL DATE I BY I CHD. I APPR. CONSTRUCTION DOCUMENTS REVISION CLASS 'B' ASPHALT CONCRETE WEARING COURSE (1998 WSDOT STD SPEC 5-04 CRUSHED SURFACING BASE COURSE(1998 WSDOT STD SPEC 4-04.2)� SUITABLE NATIVE MATERIAL OR SELECT FILL; TOP 24" COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION USING AASHTO T-180 (ASTM D1557). ALL SOILS BELOW THIS 24" DEPTH SHALL BE COMPACTED TO AT LEAST 90%. UNSUITABLE NATIVE MATERIAL SHALL BE REPLACED WITH SELECT FILL. SUBGRADE MUST BE PREPARED DURING DRY SITE CONDITIONS. NOTE: ALL SITE WORK INCLUDING SITE PREPARATION, STRUCTURAL FILL MATERIAL SELECTION AND ALTERNATIVE PAVEMENT SECTIONS SHALL COMPLY WITH THE "GEOTECHNICAL ENGINEERING EVALUATION FOR THE AUBURN SUPERMALL-ACT X VICINITY PAVING EXPANSION. PREPARED BY ZIPPER ZEMAN ASSOCIATES, DATED NOV. 24, 1998. IWN BY DESIGNED REB JGM CKED BY APPROVED MRS RJL DATE 10 MAY 00 J 0 B No.: 98200.26 All 2 WORKING DAY BEFORE YOU DIG 1-800-424-5555 SCALE: AS SHOWN SECTION SCALE: HORIZ. 1" = 5 VERT. 1" = 5' �3jY, 1 t, WATER TIGHT SEAL,TYP. — 12" PVC SDR 35 12"x16"x16" PVC TEE W/RUBBER GASKET JOINTS OVERFLOW EL 83.60 16" RUBBER GASKET PLUG '% •��/���/\��i�\��%/\��%\���\ W/2.00" DIA ORIFICE—, BERM COMPACTION 10" 2 1/2" 1 . 5" -1 BOTTOM OF CUT/ SAWED VERTICAL JOINTS 0 10 FT(MAX) SPACING. 21 1 1/2"R. (TYP) CEMENT CONCRETE 1'R. (TYP) TOP OF PAVEMENT BOND CURB TO ASPHALT WITH EPDXY. EXTRUDED CONCRETE CURB SECTION 48" MIN. CMP STANDPIPE OPEN TOP, CLOSED BOTTOM ENCASED IN CONCRETE in jO ° O O O O o o o o ° 0 0 0 0 0 ° 0 0 0 0 ° O ° ° ° _ O O O O O 0 0 O O O p° e 0 0 o 1 p L ALL POND BERM EMBANKMENTS SHALL BE CONSTRUCTED OF SOIL COMPACTED TO 95%, PLACED IN 6" LIFTS, WITH THE FOLLOWING SOIL CHARACTERISTICS: 20% MIN. OF SILT AND CLAY, 60% MAX, OF SAND, 60% MAX. OF SILT, WITH NOMINAL GRAVEL AND COBBLE CONTENT. 3" ASPHALT CONCRETE ° :g 6" CRUSHED SURFACING BASE "COURSE > °. 'e• 'o• 'o. 'o. •a. •°• •°• •°• •°• °o. •o. •°. •o. •°• •°. '°• •°• �0o.®0°m Q�pDp [b 0 0 12" GRANULAR 0 0 p QO. a�0� po go�0P 0 0°o �o0000p SUBBASE Q OpO00U 00800 °9 /-n InboI)09(fnn°"oGO�o � ob"?)�OOn"R"O�g°8o 00 GRANULAR SUBBASE SHALL CONSIST OF CLEAN WELL GRADED SAND AND GRAVEL (PIT RUN), SAND AND SUBBASE SHALL BE PLACED IN 8" LIFTS AND COMPACTED TO A MINIMUM 95% MAXIMUM DRY DENSITY USING AASHTO T--180 (ASTM D-1557) AND AS SPECIFIED IN THE GEOTECHNICAL REPORT. HEAVY DUTY PAVEMENT Consulting Engineers 1201 Third Avenue, Suite 900 Seattle, Washington 98101 (206) 622-5822 Fax (206) 622-8130 QUADRANT ,L_ yerhaeuser Company Quadrant Plaza, Saute 500 N.E. 8th at 112th P.O. Box 130 Bellevue, WA 98009 NTS TOP OF PONDING = 83.60' (DURING 25 YR, 24 HR STORM 1 1/2" WASHED ROCK GRAVEL CONE 0 0 ° ° o o BOTTOM OF 777'7 7\77 \'�� PONo = 10. Do' 1" DIA. TYP., 40 HOLES MIN.O 10" O.C, PERFORATIONS SHALL BE LOCATED WITHIN THE LIMITS OF THE GRAVEL CONE 6" CONC. BASE COMPACTED GRAVEL BASE HIGH GROUND WATER = 72.0' EL 84.00 FAC 00—OM GFiA 00-0011 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH KID PAN Guffialm THE CITY OF AUBURN ENGINEERING DIVISION'S IIHEXDRANKIS0"AXCMVACKn REQUIREMENTS. pta.M IEOAOS APPROVED BY: D.b-� S -f/ `'/ DAIS' DRE/PD9IId1 DATE APPROVED: V2 � CONF1iMED BY M. DAIS THE SUPERMALL OF THE GREAT NORTHiMST SHEET SUPERMALL - THEATER PARKING LOT REVISIONS I C-4 DETAILS AND SECTIONS SHEET 4 OF 4 0907, 907 0ID1617 y0F7.X 80' NON-EXCLUSIVI UTILITY EASEMENT FOR AL I PUBLIC AND PRIVATE UI PROVIDERS I11 I'I I 11 I NEW PEDESTRIAN EASEMENT: 12' wide for the kvwtruction of a padestnan sidewalk between 1 �✓ the e>asting StrparMall buikllp yG.kq' ervil and the Act M Theater buildfrq I� 6.kIDH LOT 1 III S 891 W I Cisament centerline I 111 5223T 70' NON-EXCLUSIVE LITLLf -Y R- 225.00' EASEMENT FOR AL PUBLIC A-47°24'14" o AND PRIVATE UTILITY PROVIDERS �� o NEW UTILITY EASEMENT: L- 186.15' o � 5 wide ______________________--------------------- j---1-- - -----'-- -`-- - 1f--------------- - -------- - ------ 1 1 ---------- �---------gl--- ----- ---------------- I PROPOSED LOT LINE ADJUSTMENT 1 f � 1 EXISTING LOT LINE t I i TO BE REMOVED 1 I N I �-- I I _ I I I m� I IIII I I I I I I I L _ 1 r-- i I I 1 I 1 I S' WATER LINE EASEMENT PER RECORD I I 140.9802051375 I I I I I I I I I : 9TRACT A NOl 4.30'W 759.95 - - - - - - - - - - - - - - - - - - - - - - - - - - - ---------- - - - - -- '----- -------.- 1 o . A \� se.ss• 2 / / II 17.592\10 275.00' A-47°24.14. L- 227.52' LOT 3 I 20' UTILITY EASEMENT I _ I , it I i I r - -� -_ ---- _ - ___ _._. LF _ _ — — _ _ _ — — — — — — J L — — — _ _ — — — — — �-- — —, __ — — — _ — — — — _ — — — — — — — — — (FOP, /NFoRMA-rioN oNILI ' 2°2425" E X� R- 88.00' 6-47`11'29" - 72.48' S 10,21,4p" W S68� zl LOT 4 ASS i EGRESS O EASEMENT CONVEYED TO LOT 3 I PRO D D m� I N o D,1L�STM�E�Q7 POSED LOT LINE l l it a�/�/ter i SED LOT LINE AD Srlii -..-- INGRESS/ EGRESS EASEMENT -� /CONVEYED TO LOT 4 UUU I I JL I �. I11409506302013 3 --I--�':--I--------- _ �y—yg.�_,�I,_r T — _ _ _ — 671.06' EXISTING 15' WATER LINE EASEMENT RECORDING No. 6138769 EXISTING WETLAND SITE BOUNDARY SCALE: 1" .50 ' 0 50 100 ISO 200 GRAPHIC SCALE "s 01016.27 5 of )-1 LANDSCAPE AREAS Ref. Area 1 9,476 st 2 258 of 3 258 al 4 25861 5 237 sl 6 264 at 7 3,426 at e 29661 9 237 sf 10 25881 11 258 si 12 258 sf 13 11061 sf 14 37781 15 27969 16 44981 17 772 of 18 28161 19 857 of 20 826 sf 21 444 sf 22 403 st 23 359 sf 4 397 of 25 17081 26 274 of 27 00 st zo 576 of 29 505 sf 0 473 at 31 2291 sf 32 18,653 sf 3 1,908al 4 206 of Total MmLandscaping 48,029 sf PARKING SPACES 0-f I c"....4..w I r.... --, I ur 4r I� r " NEW PEDESTRIAN EASEMENT: 1 Z' wide for the construction of a pedestrian sidewalk between i the existing Super -Mall building DRAWING NOTES Ref. Description 4/ 17/2000 1 1:47 1 Existing Inter Urban Trail to remain 2 3 Existing wetlnd to remain undisturbed 4 25' Wetland Buffer Landscape: Refer to Landscape dr~n= for andsi na det 5 New asphaltic concrete paving; Refer to Civil Drawings fa eroinei requirements. 6 New cast -in -place concrete curb 7 Existing strivina to remain 8 Existing asphaltic concrete paving to remain 9 Existing landscape planter to remain 10 Welland buffer 25' width: The boundary of of the wetland buffer shall be staked in 25' intervals as clearing and construction limits for construction activities adjacent to the wetlands area. During site grading and the establishment of temporary erosion and sediment control measures, wetlands and buffer areas must be protected from potential contamination from untreated atormwater discharges through the use of silt fences or other appropriate measures. (reference Exh. "A" Ordinance No. 4627, April 27, 1 993) Refer td,0vil drawings for arai and erasion control detalls 11 I New concradeai4walis, 12 lNewpainted stri' emronlce and the Act III Theater building LOT 1 ,11 ,II " ' 1 TOTAL PARKING 506 128 14 78.1% 19.8% 2.2% -----------------------------rMLPIN6 ARK- ---------------------- 6----------------------------------------------- �--------------------------------------------------- _ --�—�• _ p /� /+�' ASSim - - ...y(_ SUPERMALL NE TfiM�F- -4 - - Ls3s' �r� rx �x r . ---=c^ .__.,--maJam\ itl���fl; rr:`a 23 STD 2170a I o u 40 511) I I Q512 rV 21700 Sian E__^ �- IIIfrIIIII II'IIII� r 21]00 —m� �'�4o 5rD i L510 — — — 21200 :as 4 LSU 6 p� _ 22 COM — i r' ki9 U0 217.10' u I F^ L {- .......... xx Existing Act III Theater 67,964 s.f. fool int 80,412 s.f. bliiayw WITH "VAN - ACCESSIBLE" SIGN LOT 3 10 sm. L J `-' LJ le7-� Cat\''1`gY�a �- R ---DRIVEWAYB - - um I Its �°1 IDS I I lol I'I 15611 217.00' 21T T IIIlidr un Lss1 s �I Iiolmld'a 19�I I rp.U1 1,1,.1 I ° I �1 6 1 I 1 tzlrol I ilzsol 111° _ 5' _ - _ 14. iDB,d 9. 108a A, 11 5ruT bt T six 2Z' 4 2\1 N � NEW CONCRETE CURB 1 ) \J 3'-0" U.N.O. I ®Fi1 I PAVEMENTMARKING I C FONEW PARKING SPACES NEW ASPHALTIC CONCRETE t �, PAVING OVER COMPACTED HC PARKING SPACE ROCK BASE PER CIVIL ENG. DRAWINGS AND ACCESS AISLE COMPACT Lsee LANDSTREAnsA<� a"'t <- -� _,�.. NEW LANDSCAPING AREA- PARKING SPACE erFIN010 E �. +.x<+z-3x. < SEE LANDSCAPING DRAWINGS NOTE -REFER TO NOTES O NEW WETLAND BUFFER ® LANDSCAPING AREA _ _ _ - _ _ _ _ _ _ _ EXISTING TO BE REMOVED AS NOTED EXISTING WETLAND DEMOLISHED &REMOVED NEW CONC. SIDEWALK ® HC RAMP SEE 2/A6 WWF 6"X6"X 1.4NX 1.40 FoR /NFoRMA'f/oN ONO() ism 3 ST Re L 6 s DRIVEWAY , yL I S STD !Etl 6 DRIVEWAY 0 I . Is V _15 STD. T DRIVEWAY C I � s:STD: i .� -- - ',. ------- ism, 7 --- LR2�— —DRAY B - — Ls23> \ Lss4 t xx 15 COM 6. 5 t I h 114fD1 i. 1 2. .1 zaD. 1 — 126a a t3. 2e.0 i, 65LDsT 6 T Y Y <_d<d< ESQ 1. PRIOR TO CONSTRUCTON, NOTIFY "ONE -CALL" (1-800-424-5555) TO VERIFY EXISTING UTILITY LOCATIONS 2. PRIOR TO CONSTRUCTION, NOTIFY UTILITY REPRESENTATIVE TO VERIFY REQUIREMENTS. 3. REFER TO CIVIL, LANDSCAPE AND ELECTRICAL DRAWINGS FOR COORDINATION WITH OTHER WORK. 4, ALL DIMENSIONS TO BUILDING ARE REFERENCED TO OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. S. ALL DIMENSIONS FOR CURBS ARE TO THE FACE OF CURB RUNLESS OTHERWISE NOTED. REFER TO CIVIL DRAWINGS FOR CURB AND GUTTER DETAILS. 6. COOPERATE AND COORDINATED WITH OTHER CONTRACTORS PERFORMING WORK ON THIS SITE AND OTHER ADJACENT STIES. 7. DRAINS AND ROOF SYSTEM IN ACCORDANCE WITH UNIFORM PLUMBING CIVIL DRAWINGS FOR CONNECTION LOCATIONS. 13 New Painted crosswalk pavement marki 14 1 Remove existing Pavement striping. Install new striping as shown 15 New HC parking signs 16 New HC sidewalk access ram 17 HC VAN accessible parking ace 8'-0" wide w/ 8'-0" wide access aisle 18 New pointed pavement traffic arrow 19 Sae art existing AC paying & remove as rei and shown 20 Saw cut existing concrete sidewalk & remove as required and shown 21 Remove existin concrete curb as required Z8 Saw cut existing AC paying n 29 New Sign -"NO PARKING" 30 New Sign -"STOP" 31 New Sin "NO PARKING PASS 32 Existing Fire Hyalnunt to Re nso 33 Existing fire hydrant to be relc 34 Street Improvements by other 35 Concrete Sidewalk by others-f 36 Landscaping by othersN.I.C. _tukic 21 38 New Sign- DO T ENTER" rQLF2 39 New Sign- "ONE WAY" 40 1 Existin curb to remain LOT 4 GRA00-0011 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S REQUIREMENTS. APPROVED BY: DATE APPROVED: RECORD DRAWING CERTIFICATION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY: DATE: TITLE / POSITION: ------- CONFIRMED BY CITY: -------------DATE: SITE IMPROVEMENTS PLAN 1 SCALE: 1 " . 50' 0 50 100 150 200 GRAPHIC SCALE . {i Q Pad Franks Architects 31110M Avenue NE SUft 222 Bepavue, Washington 98004-7613 Telephone 425.803.0792 Fax 425.803.0934 Email franksarch@aol.com 5182 REGISTERED ARC ITECT A EVA FRANKS STATE OF WASHINGTON �1 W IA� l W = 0Oi o � O W 3 ~ C W CY MCon Eklai O� O11111,14 SITE IMPROVEMENT PLAN Date 8/8/00 Revisions _1_,878700 - Job No. Scale - 50' Drawn By Phase CID Computer ile 201 1-CD-A, -4 Site Plan 8/8/00 12:19 PM Sheet A-3 ® Copyright 2000 Paul Franks Architects ?T v 0°1-'L L oc iy 01D1427 (0�-11 _......_....._......_... ........... ....... 2 ..._.. ----- - - - - -- :.- J L � 1 1 1 CURBS PAINTED BRIGHT YELLOW OBLOCK LETTERS 24" HIGH, 1211 WIDE AND 4" STROKE STATING "FIRE LANE - NO PARKING" SHALL BE PAINTED ON THE LANE AT 50-FOOT INTERVALS IN BRIGHT YELLOW COLOR USING PAINT THAT SHALL BE SUITED FOR TRAFFIC MARKINGS. PER AUBURN CITY CODE NO. 10.36.175, DESIGNATED FIRE LANES MUST I INCLUDE BOTH CURB PAINTING AND BLOCK LETTERS. CURB PAINTING ONLY IN AREAS NOT OTHERWISE DESIGNATED. ;II ,II I, ,II ;II ,II ,II ,II LOT 1 II, ,II ,II III III II III III III , I f I I ✓ / / III / / l / rT T T 'Y' T T Y 9" 'T' Y l^-1 F T Y T T 1 'Y' T T Y' LOT 4 FAC Oo-003D C) L, s:_ rr c� Paul Franks Architects 3805 108th Avenue NE Suite 222 Bellevue, Washington 98004-7613 Telephone 425.803.0792 Fmt 425.803 0934 Email franksarch@a0i.wnn 5162 REGISTERED ARCHITECT PAUL A FRANKS STATE OF WASHINGTON w� -U CL c CU ca oe O O� CURB PAINTING PLAN DM. RWI%Wr Job No. 2011 Scale 1 - SO' Drawn By FreMs Phase Computer File 2011 CD -Ai -4 Site Fitn 9/25/2000 a:N AM Sheet A-4 O Copyright 2000 Paul Franks Architects rr-`orc- s -P[s- DID1927 7 01-22 ------------------ r- — PI I MATCH LINE SEE L-1.2 5w 10 VIE DAV - ZONE A-; JP LOT 4 LL 5 VIB PLI h � i 2 PRU SER ON M 2 ACE RUB N 0 MAH AQU N ZONE A-TYP DON F M -:a ;-EXISTING WETLAND „TO REMAIN JECT REF Gi 2 A -DO- Al his plan sheet conforms with the City of ALA)UM's Planning rtm mt mininpmt landscape requirements. 4 aaayvasil qaq Date Approved: 0%•'w 00 'I < NORTH LANDSCAPE PLAN SCALE: 1 = 20' 0 20 40 60 80 GRAPHIC SCALE i J:r 4 au ranks Architects 3805 108th Avenue NE Suite 222 Bellevue, Washington 98004-7613 Telephone 425.803.0792 Fax 425.803.0934 Email tranksarch@aol.com z ,^ a d O L A < za W w V m W O� D W \ N Q O d On u^ W CL,4 c © o •0 a.+ tT M = 0 L L O 0 3 Q f✓ W MM) con V O 1-4 LANDSCAPE PLAN - NORTH PORTION OF SITE Date MAY 9, 2000 Revisions ® s/a/00 Pat crr'/ Job No. scale 1"-.20' Phase CD Computer File 2007 Ll.l(tott) shoe L-1.1 O Copyright 2000 Paul Franks Architects yr Or1�L 3 v - OID 16277 8 0 a). MATCH LINE SEE L-1.1 2 ACE RUB 1 11 ACERUUBBI 7 ILE CRE i I MATCH LINE SEE L-1.3 LOT 3 Existing Act III Theater 67,964 s.f. foapritt 80,412 s.f, bLml6g araa MATCH LINE SEE L-1.1 0 20 40 60 80 GRAPHIC SCALE e,\ �s fL .i au ranks Archksots 3805 108th Avenue NE Suite 222 Bellevue, Washington 88004-7813 Telsphor s 425.803.0792 Fax 425.803.0M Email halkearch(feok.Com z W N za Wwm m i3 n W f�l e W� 0 C L L Q CL �k 3 LO r`L iZ! V Q C ca 2 cc Iftmaal Co)q :3 CY O O1 LANDSCAPE PLAN -MIDDLE PORTION OF SITE Date MAY , 2= aPWr m 8i8ioo rel a Sall 1 Waton�ELL Phase Computr File 2007 Ll.2(2011) Sheat L-1 e2 O Copyright 2000 PoU Franks Ardhom 0101627 9 of 22 MATCH LINE SEE L-1.2 7 ACE 5 PRU OLL v` PRU SER 13 PRU OLL LOT 2 2 ACE RUB 13 PRU OLl 3 PIN NIG 13 PRU M=Mi ii 7 ARB UWE s PRU OLL r 5 PRU SER 9 VIB PLI "WETLAND BUFFER — i REFER TO L-1.4 / FOR TYPICAL SECTION PLANTING DETAIL 9 PRU OLL' . �.•1 F OI �w n : �' r Ya�.'00 �'tiON PRU SER ARBARB UNE 3 ACE MAN 5AR8 UNE 5 MAH AQU a 2 PRU SER WETLAND BUFFER REFER TO L-1.4 2 PRU SER FOR TYPICAL SECTION _ PLANTING DETAIL NOTE: THIS SECTION 3 WILL BE PLANTED AT AN INCREASED DENSITY 10 VIB DAV TO EQUAL THE QUANTITIES - SPECIFIED IN THE 25' A 25' BUFFER DET�AIL i -. � I I I � � � I� •'GALi71 STING WETLAND REMAIN O 1 THJU PLI ARB LINE 11 MAH AQU PRU MATCH LINE SEE L-1.2 FeurPranks Architects 30.5 108th Avenue NE Suite 222 Bellevue, Washington 98004-7813 Telephone 425 803.0792 Fax 425.803.0934 Email franksarch@aol.com N 04 W4 we M0 w w°� z0QD 8 N M 0QD �Fi���yyy m z y Y m N G o CIO m W� C � O� a a U W � ,1 0 M `O '1 LANDSCAPE PLAN -SOUTH PORTION OF SITE Date MAY 9, 2000 JECT REF GRA 00-0011 Realatws pion sheet conforms with the City of Aubum's Planning ortment minimum landscape reWlramants. L oeoe e" 4L?7 - roved By: e Approved: 01 %'so Job No. Scale ur-wi By Phan Computer FIN NORTH LANDSCAPE PLAN zooz u.3(zon) (5 SCALE: I" - 20' Sheet 20 40 60 80 L— 1 3 0 s o Copyright 2D00 Paul Franks Irdatacts wassaij GRAPHIC SCALE 1O41i 0101927 WETLAND BUFFER DETAIL 25' WOE WETLAND BUFFER DETAIL AS SPECIFIED AND PROVIDED BY PENTEC ENVIRONMENTAL, INC. 1 100' * W-e, ffl, WN Typical 1001 plan LEGEND OAcer macrophyllum/ Thuja plicata/ Q Rosa eglaMeria/ Vq Symphorocarpos albus/ Big Leaf Maple Western Red Cedar Sweetbrier Rose Snowberry 5 gal. cont.; Full, well���ff 1 gal. cont.; Full, well 1 gal. cont. Full well 1 gal. cont.; Full branched and well rooted branched and well rooted branched and well rooted branched and well rooted OAlnus rubra/ Ribes sanguineum/ Ameianehier alnifolia/ Pseudotsuga menziesii/ • Red Alder O Red Flowering Currant Saskatoon Serviceberty • Douglas Fir 1 gal. cont.; Full, well 1 gal, cont.; Full, well 1 gal. cont.; Full, well1 gal. cons.; Full, well branched and well rooted branched and well rooted branched and well rooted branched and Well rooted Salix spp. "Scouter"/ Holodiscus discolor/ Comus servlca/(lorge circle) 0 + Scoulers Willow Oceanspray Red O*w Dogwood Tsuga heterophylla/ ❑ 1 gal. cont.; Full, well 1 gal. cont.; Full, well gal. coma Full v2eee Western Hemlock branched and well rooted branched and well rooted branched and well rooted 1 gal. cons.; Full, well branched and well rooted NOTE: TREES IN 10' TYPE II BUFFER ARE TO BE UPSIN. CONIFERS WILL BE W TALL AND DECIDUOUS TREES WILL BE 1.5" TO Z" CAL. AND T TRIANGULAR SHRUB SPACING. LANDSCAPING IS TO BE UPGRADED FOR QUANTITY TO ET ORDINANCE 4627. IN 10' TYPE X —TREES QUANTITYTHIS r ORDINANCE REQUIRES 125%COMPLIA" CE TO SMRI i 21-30" I,,, CODE REQUIREMENTS FOR THIS PORTDNN .eI" II APPLICANTS INCREASED QUANTITY OF TREES AND 5 SIZE OF SHRUBS. 0 APPROXIMATE SCALE IN FEET 05' 10, 20' V, 10' Pentec Environmental, Inc. pemm xaYrnoReaxzAr. Edmonds, WA 98020 (425) 775-4682 1 2 2X2X8' DOUGLAS FIR STAKES, ,- TREATED WITH 2 COATS OF "WOODLIFE" OR OLYMPIC STAIN, DARK BROWN OR EQUAL. DRIVE 2' INTO UNDISTURBED SDK. AND SPACE 120 DEGREES. #12 GALVANIZED WIRE WITH REINFORCED RABER HOSE. TREE STAKING DETAIL N.T.S. ! I I EXCAVATE TWICE DAMETER OF Rolyn . POSITION ROOT CROWN 1"ABOVE FINISH GRADE. EXCAVATE TWICE DIAMETER OF ROOTBALL, 2" BARK MULCH AS SPECIFIED. POSITION CROWN OF PLANT 1 " ABOVE GRADE. BARKMULL AS SPECIFIED. PLANT SAUCER. 72( BACKFK.L MIXTURE. r .MOVE TOP THIRD OF BURLAP (MIN.) 3" MOUND OF COMPACTED BACKFKL SOIL MIX AS SPECIFIED BACKFILLBACKFILL MI� 6" MIN. COMPACTED BACKFILL MIX. SHRUB PLANTING DETAIL N.T.S. M11=11 PLANT LEGEND KEY QTY SIZE BOTANICAL NAME COMMON_MAIM ACE RUB 52 3"CAL ACEA RNR1M 'RED BMMT RED SUNSET MAPLE PIN NIG 15 6" P111" NIGRA AUSTRIAN PW PRU SER 63 2"-21 /2" PRO" SERRULATA'KWANZAN' KWANZAN FWG. CHERRY TH U PLI 10 8' THUJA PLIGATA RED CEDAR 140 ARB UNE 55 5 GAL. ARBUTUS UNEDO 'CONWACTA' STRAN9ERRY TREE ILE CRE GI 63 5 GAL. ILEX CRENATA'GREEN ISLAND' GREEN Ill HOLLY MAH AQU 92 5 GAL. MAHONIA AQUIFOLK)M OREGON RWaPE PRU OL 279 5 GAL PRL"JS LALRL 'OTTO LIXIfEM OTTO LUYKEN LAUREL VIB DAV 157 5 GAL VI W11" DAVKX1 DAVID VRAINRIM VIB PLI 134 5 GAL MA11AR4 PLICATU M TOMENTOSUM DOUBLE FILE VO RNUM 790 920 GROUND COVER PLANT 3' ON CENTER -UNLESS NOTED OTHERME 1 GAL. ARCTOSTAPM'LOS WA 1A15I'VAN000VER JADE' KINNNONNICK ® 1 GAL HEDERA HELIX'HAHNS' IVY LAWN INDICATES 25" WETLAND BUF DER LANDSCAPE AS SPECIFEO BY HOUGH BECK 8, BAIRD INC. AND APPROVED BY THE CITY OF AUBURN. REFER TO WETLAND DETAIL. THESE PLANTM95 ARE NOT INCLUDED M THE ABOVE TOTALS. 1 i oft' I - : Act N Thesser ally L"r 2011 A,0„9A aa. sawavalas a L,9rBerJ V [ cwc9AATxxa1 TD saer atlw aasNa�rn —AMA L4 Le194we9q AAfA 1�1a99rP9 I 1009.F. 167 A 2 1W S.F. 256 A 3 1WS.F. 259 A 4 S.F. 256 A 5 1W WO S.F. 264 A 8 t005.F. 284 q 7 1W S.F. 3426 A a t00 S.F. 296 A 9 t008.F. 237 A 10 1W S.F. 258 A 11 W06.F. 259 A 12 1W S.F. 26e A 17 IM S.F. 309 A to WW S.F. 261 A 19 1W S.F. 50a A 20 1WS.F. 350 A 21 tW S.F. 560 q 22 1w S.F. 23 1006i. 359 A 24 WO S.F. 397 A 25 im S.F. 19 26 1WS.F. 274 A 29 W 1 F. 14 q _2.390_S.F. 5.401 S.F. LAMNsS�C~� �MATWK%L AND WANLY ROI�n9 Fhq C96e — : CAy M A m, Zw" 0169,9nro W. 4229. ChsA I&M LaWgptq p Saw,ip [M•RalaR A P" ag W aaaas a19ya 1 M 590 1 1 P.3'-0. P.c. a P I ffi ECT REF GRA 00-0011 plan sheet conforms with the City of Auburn's Planning Irtmam: minimum landscape requlrNnents.4 asasso f AMR Approved: 05'51'00 cc ` au ranks Are uUM 3806 108m Avenue NE Suite 222 Bellevue, Washington 98004-7813 Telaphom 425.SW.0792 Fax 425.803.0934 EwMl kanksair"aal.con W� OS^ II_^I ,7�gpi m .1rFFd��di1 WU ® O A /il Iasi m 2 O 40 4 C +j F� R O CL C� ` d M O LANDSCAPE PLANTING DETAILS AND LEGEND Date MAY 9, 2000 Revisions ffi 9/a/Oomon Job No. ZOW Scale 10-20, Phase CO Computer Fib 20W L1.4(2011) Sheet L-1.4 — 0 Copyright 2000 Paul Franks Architects 010 16 a.9 I 1 0f ;2.Z PI= o'i I r 1 or- iS LME SEE L-22 LINE SEE L-11 ZONE r'3 44.1 GPM 1 1/2' VALVE 1 1/4 1 3 L2.4 ZONE '1 358 GPM 1 1/2' VALVE B L2.4 11/21 3/4 2 2 ZONE 04 428E GPM I I/2' VALVE L2 — L2.4 I— 2 VP MAIN —� J 4 3/4 ZONE "2 312 GPM 1 1/2' VALVE II 3/4 2 3/4 3/4 CUT 4 CAP ANY IRRIGATION LINES OR CONTROL WIRING THAT EXTENDS FROM LOT 3 INTO LOT 4. SYSTEMS ARE TO BE SEPARATED. 3/4 I I/4� 3/4 ZONE '5 isms GPM I' VALVE CONNECT TO EXISTING 2 1/2' MAINLINE STUB -OUT AT THIS POINT. SEE AS-BL AIN 2 1'll/9i) LOT 4 4- 9i9i 14 9� 9 v44' B MAINTAIN EXIST1140 2 1/2' MAINLINE THROUGH THE AIR PLANTERS 4 CONNECT NW FLUI • THIS POINT. —\ MAN EXISTING 5 = VALVE •NIGH POINT (TYP.) V IEOONE (TYP.) e PER DETAIL (TYP.) 3/4 CONNECT NEW DRIP TO EXISTING ZONE 013. f SEE AS -BUILT DRAWIN0 OF 2/21/S1. EXISTING / CONNECT NEW DRIP TO EXISTING ZONE Ole. SEE AS -BUILT DRAWING OF 2/21/131, u E© VERIFY CAPACITY EX. CONTOLLER 4, ADDITIONAL OF SA TYPE IF NEEDED. (FOR /"FORMATION ONLY) I r 3/4 Ki IF 1 I ry I I —------- 11/4 222'=2.51 GPM J/ 192'-2.I1 GPM 1 IIIII IIIII 240'•2.11 GFM III I _ IIIII IIIII — —_ — —_ FLUSH VALVETT • bb'=.15 GPM END OF ZONE (TYP.) II II 466'=521 GPM II II I II II I II II 11/4 II 0 U t m � T € � S_5 o 2.2 n c w d C 2 g MATCH LINE SEE L-22 AAATfH I INC CCC 1 _99 NORTH IRRIGATION PLAN V=20'-0" 0 20 40 60 7%m:7 GRAPHIC SCALE I— U L.J F— S U Paul Franks Architects 3805 108th Avenue NE Suite 222 Bellevue, Washington 98004.7613 Telephone 425.003.0792 Fax 425.803.0934 Email franksamhoaolcom 0 f Z U 2 w� V) OLL W 6 e m i Q 3OsN W A700 �O V1 6 Vl 0 Z V Cd CA 0 W W W < LL 1LL� Z O� U 8 800.�`�'o 20 FQQ- Z ^ Y W Q o.. C W J O < O O Q.00�V C E �i W Z M Q � a V I 0 M Q O C( J IRRIGATION PLAN -NORTH PORTION Oc SITE DATE asiDIm W11111 l6 )ob No. 2007 Scale Yaw Drawn Sy RLE Phase CD Drawing Fie 20OA-ZDWG Shad Lw2.1_ PF"0°)7C 11 or-,S 010 16 ai 110F�. LOT 3 RETAIN EX. IRRIGATION ALONG EAST SIDE OF - BUILDING. Existing t III Theater RETAIN EX. IRRIGATION ALONG EAST SIDE OF BUILDING. EXISTING ACT III THEATER BIRD R-50 W/ LOW ANGLE N THIS AREA. IS 2.0 4.0 RETAIN EX. IRRIGATION ALONG E45T SIDE OF BUILDING. r (FOR 1 NFoKMA-rtoN oNLY) MANIFOLD ALL PLANTERS PER DETAIL (TYP.) -� 6 L2.4 100'.1.13 GPM -I JI 77 J II I II 11/4 fl I I t 1/4 I II �- I I II Ili 31A r 1/2 I loo'=1.13 GPM L _-- _i F- - AIR RELIEF VALVE s HIGH POINT EA. ZONE(TYP.) 2 n 100'.1.13 GPM 2 40'=.45 GPM— I F_== C==— I I/4 120'•136 GPM III I II IIII II IIII II IIII II II EXTEND t SLEEVE EXISTING _ _ — _ _ _ _ _ _ _ _ _ _ MAINLINE UNDER_ PAVING. II I I I I II 11 5001.565 GPM II II 1 1240'.2.11 GPM r II NORTH 3/4 k I L2.4 ZONE % 14.14 GPM P DRIP VALVE z L2.4 ZONE 01 65.1 GPM 2' VALVE ZONE "8 9.12 GPM I' DRIP VALVE IRRIGATION PLAN MATCH LINE SEE L-22 MATCH LINE SEE L-21 MATCH LINE SEE L-2Z 1' =2W-V 0 20 40 60 77mm:7 GRAPHIC SCALE U w U Q Paul Franks Architects 3805 108th Avenue NE Site 222 Bellevue, Washington 98004.7613 Telephone 425.803.0792 Fax 425.803.0934 Imail franksarchcaaol.com ttl in Z z ON U 2 W w > Om 3oZP f N O_H mL\ �O VI 1 N N N1 Z U 0 ZN N / W O T w .o M J w OC me O� w d LL y Orn W V 2V) SZ W M mo00 Z N w w C� z Cie C W �, o ><aL_ ®F- Ca .L 0 3U C 4� C CZ W Z Q CIO a V)� M \ J IRRIGATION PLAN -MIDDLE PORTION OF SITE DATE 05/09/00 REVISIONS Job No. 2007 Scale 1"=20' Drawn By RILE Phase CD Drawing F 2007L-ZDWG sheet L-2.2 PF" rirc 13 oc Is 01 D 16 7J i3 e '�-ID (j-'OR INFORM AT/oN 0/t4LY) NORTH IRRIGATION PLAN 1"=20'-0" 0 20 40 60 7%mf7 GRAPHIC SCALE U W S C-) Cc Q Paul Franks Architects 3805 108th Avenue NE Suite 222 Bellevue, Washington 98004-7613 Telephone 425.803.0792 Fax 425.803.0934 Fanail franksarchoaaol.com 5 2 NP J �^ Z Z O N i O W Q N y W � Q t+I 0 Z n W �\ N O O r O Z N rv1 O O �� N o w O� r o Qd o< O a �. v O� Z Q wUl z c7 Oo3n° 21� mNp,c —Z 44 Q WW\ M D <Y I� LU Q^f1 YL LU o > C: `v � C)0 Q I� U c W Z < ~ � d Cn M Q D O O' J IRRIGATION PLAN -SOUTH PORTION OF SITE DATE 05/09/00 REVISIONS )ob No, 2007 Scale Y�0 Drawn ffV RLE Phase CD Drawing File 2007L-2DWG Sheet L-2.3 7)I= e ,-'' (_ 14 03 I .- oID6�L7 Ig3.of11- 1 L2.4 2 L2.4 JUMBO VALVE BOX W/LUCKING LID RAIN -BIRD DRIP IRRIGATION CONTROL VALVE KIT XCZ-075/75=DVX PVC MAIN IRME 1 CU.FT. PEA GRAVEL SUMP SOIL MIX DRIP VALVE DETAIL 12 X 18' VALVE BOX W&OCKING LID ELECTRIC SOLENOID CONTROL VALVE PVC MAIN LINE 1 CU.FT, PEA GRAVEL SUMP-7 SOIL MIX CONTROL VALVE DETAIL DRAIN VALVE DETAIL WATERPROOF SPLICE R14 CONTROL WIRES - MIN, 24' EXPANSION COIL PVC SCH 80 UNION FINISH GRAVE — PVC LATERAL LINE — BRICK SUPPORT NO SCALE WATERPROOF SPLICE #14 CONTROL WIRES — MIN. 24' EXPANSION COIL PVC SCH 80 UNION FINISH GRADE PVC LATERAL LINE BRICK SUPPORT 20 FINISH GRADE LOCKING CAP 2' CLASS 200 PVC SLEEVE NtASS DRAIN VALVE (SIZE PER SPECIFICATIONS) SOIL MIX PEA GRAVEL SUMP(SIZE PER SPECIFICATIONS) SCH 40 PVC FITTING FASTEN W/14 GAGE GALV. WIRE SCH BO PVC NIPPLE MAIN LINE NO SCALE NO SCALE 18" FINISHED GRADE 6" ROUND VALVE BOX TORO DL2000 AUTOMATIC FLUSH VALVE (CEFOf-H) TORO OL200D BLANK TUBING (A710) TORO OL2000 COMPRESSION ELBOW (CEL710) (TYP.) PEA GRAVEL SUMP (18")I BRICK SUPPORTS PLUMBED TO TUBING) — FINISHED GRADE 6" ROUND — VALVE BOX TORO OL2000 AUTOMATIC — FLUSH VALVE (CEFGH-H) TORO DL2000 BLANK TUBING — (A710) TORO DL2000 COMPRESSION ADAPTOR (CA710) PVC ELBOW 18' PEA GRAVEL SUMP (18") -I BRICK SUPPORTS j 1 I PVC PIPE 6.1 (PLUMBED TO PVC) SECTION/ELEVATION 4 AUTOMATIC FLUSH VALVE TORO DL2000 L2.4 SCALE: NOT TO SCALE 1RTCLVO) 6. I I SECTION/ELEVATION SECTION/ELEVATION FINISHED GRADE 6' ROUND VALVE BOX TORO DL2000 AIR/VACIXNM RELIEF VALVE (YD-500-34) 1/2' PVC TEE (S%SRT) TORO DL2000 C611RRESSCN ADAPTER (CA710) (TYP.) TORO DL20M DRIPUNE (TYP.) (RGX-XXX-XX) OR BLANK TUBING (rYP.) (A710) PEA GRAVEL SUMP (6") BRICK SUPPORTS FINISH GRADE 4,6 OR 18' PnP-UP BODY 1/2' MARLE% ST ELL 4 I/2' IARKD ELL I/2' POLY FLEX PIPE 16-24' LENGTH PVC LATERAL LINE 4 FITTINGS 1/2' BARBED ELLS / (9 POP-UP SPRAY HEAD NO SCALE FINISH GRADE POP -LIP ROTOR OR IWCK COUPLING VALVE IT[!lEY9CF:�1:11.5i ELL (SIZED ACCORDINGLY) \ PVC LATERAL LINE 6 PVC SCH BO NIPPLE ILMLE% ST. ELL (SIZED ACCORDINGLY> / 1. AIR/VACUUM RELIEF VALVE CANNOT BE CONNECTED LOWER THAN DRIPUNE 8 ROTOR HEAD LATERALS. 2. FOR USE ON ZONES OF NO SCALE 7 GPM OR LESS ONLY L2.4 (PLUMBED TO TUBING). (PLUMBED TO TUBING) 1 /2" AIR/VACUUM RELIEF VALVE TORO DL2000 rJ SCALE: NOT TO SCALE L2.4 IRiLLV06 FINISHED GRADE SEE SPECIFICATIONS TORO DL2000 COMPRESSION ELLBOW (CEL710) (TYP.j (TYP.) (SEE DETAIL IRT0LV01) TORO DL2000 DRIPLINE (TYP.) (RGX-XXX-XX) TORO DL2000 BLANK TUBING (A710) PVC TEE TO COMPRESSIONTORO ADAPTER (TYP.) (SEE DETAIL RTCLVOI) PVC SUPPLY MANIFOLD FLOW FROM VALVE NOTES: 1. SEE PLANS I LEGEND FOR FOR ALL DIMENSIONS AND TORO DL20LXT LATERAL ISOMETRIC SPACING. 2. RATIO OF TORO D-2060 LATERALS TO START MAY VARY PER HYDRAULIC DEMAND AT THE START CONVECTION (SEE PLANS At LEGEND). END —FEED SUPPLY MANIFOLD TORO DL2000 SCALE: NOT TO SCALE L2.4 IRrclves (rOR /NFORMAT/oN IRRIGATION LEGEND IIIIIIIr7�►�''�.r"�'' Erg ■I■ ■�■ CL .� �.3 >.'.' WM - - Gu =L2- ... •A I� 'ice IJ F J.�i� 0 '•. •.- s ' EM•.- .r USE RAINBIRD XCZ-075 DRIP VALVE KIT FOR DRIP ZONES USE RAIN51RD 1804 BODIES IN LAUIN ZONES ONLY) IRRIGATION NO SCALE PROJECT PER GRA 00-0011 These plans are approved for conformance with the City of Auburn's Engineering Division requirements. Approved By: Date Aprroved: DETAILS N 1-- U L..J t� 2 U Q Paul Franks Architects 3805 108th Avenue NE e 222 ue, Washington 980047613 iiijibum425.803.0792 het 42SA03A934 FAteal trartksarchoaoLcan S n� C Z Z U 0 O ry w w w 0LL O m m 3ogr ZZE W �Hg� m � U 0 zf4 N W (J > O CL Z Q Z OU § LILA Lu U O r Q m N O p ~ Z mR �ag� W Q o. i✓ W J O > Q o E C � cd W Q N laie� v M Q F— D O ®' J IRRIGATION DETAILS DATE 05/09/00 KEY19M _ Job Na 2138p Scale NO SGUE Drawn By MA Phase CD Drawing Fee DETAILS.DWC Sheet L=2.4 �r P 011C I s oP 1 s 01 D 1 6 ol, 7 13.*4 Orr- 7.a 0 0 z U s o a PROPERTY LINE EASEMENT LINE LOT LINE STORM DRAIN PIPE POWER AND CABLE WATERMAIN SEWER MAIN PROPOSED CONTOUR SPOT ELEVATION CATCH BASIN SANITARY MANHOLE CAP UNDERGROUND PIPE WATER VALVE WATER METER FIRE HYDRANT TRANSFORMER CHAIN LINK FENCE SILT FENCE POWER POLE GREASE INTERCEPTOR CLEANOUT CENTERLINE DETAIL NUMBER a cm %mill 39w I b LEGEND PROPOSED \ 12"SD • • 5 C-11 SHEET NUMBER CONTAINING DETA GENERAL NOTES_ 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANS- PORTATION (WSDOT) STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION," 1998 OR LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF STANDARD CONSTRUCTION NOTES, STANDARD DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLAN. 4. LOCATION SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR UTILITY LOCATIONS (WATER SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION. 5. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORMWATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. TESC MEASURES SHALL BE MAINTAINED AND ADDITIONAL MEASURES TAKEN AS NECESSARY TO PREVENT EROSION AND SEDIMENTATION. AFTER CONSTRUCTION IS COMPLETE AND EROSION DANGER IS PAST, CONTRACTOR SHALL REMOVE TEMPORARY EROSION CONTROL MEASURES UPON APPROVAL BY CITY OF AUBURN OFFICIAL. N w m M w < � ¢ � a z � m o Q � � J 7 w a N x 0 0 z X N0. 1. 1, 1 EXISTING SD U w SW 1 /4 SECTION 13, TOWNSHIP 21 N, RANGE 4E, W. M. NW 1 /4, SECTION 24, TOWNSHIP 21 N, RANGE 4E, W. M. ABBREVIATIONS SS ACP ASPHALT CONCRETE 80 BOT BOTTOM CB CATCH BASIN o� CL CENTERLINE qSO� COMP COMPRESSIVE ■ CONST CONSTRUCTION CSBC CRUSHED SURFACING • DTL,DET DETAIL E EAST, EASTING EA EACH N ENT ENTRANCE EP EDGE OF PAVEMENT EX,EXIST EXISTING FF FINISHED FLOOR Y G GAS IE INVERT ELEVATION © L LENGTH, LINE x-x- LF LINEAR FEET LT LEFT MH MANHOLE MIN MINIMUM t N NORTH, NPRTHING NTS NOT TO SCALE P POWER POC POINT OF CONNECTI • PVC POLYVINYL CHLORID - PVMT PAVEMENT R RADIUS RT RIGHT S SOUTH IL SD STORM DRAIN SS SANITARY SEWER 6. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE ELEVATIONS AND LOCATIONS OF ALL UTILITIES AND REPORT ANY DISCREPANCIES AND CONFLICTS TO THE ENGINEER PRIOR TO CONSTRUCTION. PRIOR TO CONSTRUCTING UTILITIES WHICH WILL CONNECT TO EXISTING UTILITIES, CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING UTILITY AND NOTIFY THE ENGINEER OF OF ANY DISCREPANCY. 7. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 8. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE -CONSTRUCTION MEETING. 9. THE CONTRACTOR SHALL INSTALL, REPLACE OR RELOCATE ALL SIGNS AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. TRSP-1. 10, POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF 5 FEET. 11.THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 12. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES WITHOUT ADDING NEW SECTIONS. PAVEMENT STA T TC TYP W W/ BASE COURSE @ 4 WSDOT STD TESC ON E 01-11-99 ADB MRS RJL CITY PERMIT DRAWINGS DRAWN BY DESIGNED BY 03-18-99 ADB DTM RJL PER CITY COMMENTS RES DTM CALL 2 WORKING DA CHECKED BY APPROVED BY FORE YOU DIG 04-19-99 DTM MRS RJL APPROVED FOR CONSTRUCTION MRS DATE RJL BE500-424-5555 DATE I BY I CHD. I APPR. REVISION SCALE: J 0 B No.: 98200.1 AS SHOWN STATION TELEPHONE TOP OF CURB TYPICAL WATER, WEST WITH AT DIAMETER WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD TEMPORARY EROSION/SEDIMENT CONTROL 13. ALL MANHOLES, CATCH BASINS AND VALVES IN IN PUBLIC RIGHT-OF-WAYS OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL 'No. STFG-1. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH CONCRETE COLLAR AROUND THEM. 14. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING AC OR GPK MANHOLE ADAPTORS OR APPROVED EQUAL. ALL INSIDE DROP MANHOLE CONNECTIONS SHALL BE MADE WITH KORN-SEAL BOOT OR APPROVED EQUAL: 15. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'-6" FOR SDR 35 PIPE. 16. BEDDING FOR PVC PIPE SHALL BE 5/8-INCH MINUS CRUSHED ROCK, 4 INCHES MINIMUM UNDER TO 6 INCHES MINIMUM OVER PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-3. 17. BEDDING FOR CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8-INCH MINUS CRUSHED ROCK, 6 INCHES MINIMUM UNDER TO 6 INCHES OVER PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-2. 18. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NO. GEPT-1, GEPT-2 AND GEPT-3 FOR CONSTRUCTION PROCEDURE. 19. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A" BANK RUN GRAVEL, MODIFIED BY THE CITY OF AUBURN. 20. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF- WAY SHALL BE 5/8-INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET. 21. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. APPROVED BY: QUADRANT A Weyerhaeuser Company Quadrant Plaza, Suite 00 N.E. 8th at 112th P.O. Box 130 Bellevue, WA 98009 ►ice Consulting Engineers 1201 Third Averm Suite 900 Seattle. Washington 96101 (206) 622-5822 Fax (206) 622-8130 APPROVED BY: LEGAL DESCRIPTION LOT 3 DESCRIPTION THAT PORTION OF LOT L, CITY OF AUBURN LOT LINE ADJUSTMENT APPLICATION NO. LLA 0014-94 RECORDED UNDER RECORDING NO. 9408101747, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST EASTERLY SOUTHEAST CORNER OF SAID LOT L; THENCE SOUTH 89'19'52" WEST 405.70 FEET ALONG THE SOUTH LINE THEREOF; THENCE NORTH 00'14'30" WEST 621.19 FEET TO THE TRUE POINT OF BEGINNING; THENCE CONTINUING NORTH 00'14'30" WEST 524.93 FEET TO THE BEGINNING A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 275.00 FEET; THENCE NORTHERLY AND NORTHWESTERLY 227.52 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 47'24'14 THENCE NORTH 47'38'44" WEST 58.39 FEET TO THE TRUE POINT OF BEGINNING; THENCE NORTH 42'21'16" EAST 12.32 FEET TO THE BEGINNING OF A CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 102.00 FEET; THENCE NORTHEASTERLY AND EASTERLY 84.01 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 47'11'29"; THENCE NORTH 89' 32' 45" EAST 101.00 FEET; THENCE NORTH 10' 21' 40" EAST 77.93 FEET; THENCE NORTH 79' 38' 20" WEST 47.30 FEET; THENCE NORTH 10'21'40" EAST 539.79 FEET TO THE NORTH LINE OF SAID LOT L; THENCE NORTH 83'13'22" EAST 278.03 FEET ALONG SAID NORTH LINE TO THE EAST LINE OF SAID LOT L; THENCE ALONG SAID EAST LINE THE FOLLOWING THREE COURSES: THENCE SOUTH 00' 31' 57" EAST 671.06 FEET; THENCE NORTH 89' 32' 44" EAST 5.24 FEET; THENCE SOUTH 00'28'30" EAST 782.76 FEET TO A POINT WHICH BEARS NORTH 89'19'52" EAST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 89'19'52" WEST 407.39 FEET TO THE TRUE POINT OF BEGINNING. THE PARCEL DESCRIBED ABOVE CONTAINS 549,184 SQUARE FEET (12.608 ACRES), MORE OR LESS. SITUATE IN THE CITY OF AUBURN, KING COUNTY, WASHINGTON. PARCEL No. - 132104 - 9014. DRAWING INDEX SHEET NO. DRAWING TITLE C-1 COVER SHEET C-2 DEMOLITION AND TESC PLAN C-3 UTILITY, GRADING AND DRAINAGE PLAN C-4 GRADING AND DRAINAGE DETAILS C-5 UTILITY AND DRAINAGE PROFILES C-6 SURCHARGE REMOVAL PLAN A-4 SITE PLAN SITE DATA SITE AREA EXISTING ZONING EXISTING USE PROPOSED USE SITE ADDRESS SUPERMALL DRIVE AUBURN, WA. 98001 BENCHMARK VICINITY MAP N. T. S. = 15, 8 AC. C-3 (HEAVY COMMERCIAL) OPEN FIELD/COMMERCIAL = COMMERCIAL REFER TO CITY OF AUBURN DATA, BASED ON BENCHMARK 23-Y, TOP OF SOUTHEAST CORNER OF CONCRETE BASE FOR LIGHT STANDARD AT SOUTHWEST CORNER OF PARKING LOT ON THE NORTH SIDE OF 15TH STREET SOUTHWEST AID "0" STREET SOUTHWEST, ELEVATION = 75.11. 7 1esc Gl� G1r✓i� cr�Cr� 9 GRA 0003-99 DRAWING APPROVAL THESE PLANS ARE 'APPROVED' FOR CONFORMANCE WITH RECgtD DRAMNG CERTECATO THE CITY OF AUBURN ENGINEERING DIVISION'S THESE DRAMINGS CXORM TO THE CONTRACTOR'S THE QUADRANT CORPORATION REQUIREMENTS. CONSTRUCTION RECORDS BY: DATE: nn APPROVED BY: DALE' REGAL CINEMAS PRE/POSIDCN DATE: DATE APPROVED: L°�7 f CONFIRMED BY CITY: THE SUPERMALL OF THE GREAT NORTHWEST SUPERMALL - ACT III PARKING LOT REVISIONS COVER SHEET OIDIGoa DATE: SHEET C-I (SHEET 1 OF 6 d !!1 1 L_� CD U Y I � -`\ \. '\ \ I ; 1 `,� ,� \� � / / J'1�/�/%! ���� ( - ` _•� +al _; "_ � �/1 � I I II`I � t\ 1. m II \ � \ _ - �►� bL !/ � � III' I J as CATCH BASIN PROTECTION (TYP.) � o PER C.O.A. STD. DEV-8 1 1 -� _ - - EXIST. TESL I r n ✓%z --- (i J'"OND ti t' J5 CONSTRUCTION ACTIVITY /- i1 _ ,\ i I 1- ' r _ EXIST. SWALE SHALL UTILIZE THE L - \_ `/ j` ; , i' _J �. - :=y3&n ss R, �U P"1 EXIST. ACP DRIVEWAY REGRADE LANDSCAPE AREA AND Pt REMOVE EXIST. SWALE _ � �--i.r.' l i� MINTED LAN SiPoPES ,� __ _ _ �_.._._ -.�<-- ,./,i� F es ,, � I �. '/y/- 7({ " J// LIP '.�.wR _.�� f �.J /E W ¢ ��._ cYiiGrw+_I.I --w�we.--_� a - _ -__ - __— - /. -- -�i _` _.•,.g. �� , %;ACP (- ' -e -- - - i _ a'�_ 81 - :-_ .._ -. __, - ��"T(mi ST 8i <s'.- } ... -- - ' � �,� = �+' T, 6',:. }'_- -• '' "_ '-g:", II i -- :, •F .,. - REGRADE EXIST � L , CONVEYANCE SWALE r -_ �..+- r:_.'..._ -;-_ ..-.7-=-ITT--. yy.'i.9 ��° , -" _- 1"�.,`�• �E _ __ Z 4 �- // '.v' ' \� / f(1111I '� III°iI // _- . // ' 3i :,cr % Ia _- .S - - --- TO EXIST. POND `_ ar= - _:- _. � '_ �I ¢ N d - _ t• ❑ LEI I .I - �._"�. III' I ga ra, _r-_. _... _. -- �.8s_1 _ /./__-- __.• x-__.. -_. -�.-- ��-. .[ �n_5_- - —'_&3 • - -qe "- $$--..._� 7� { A 1 so- - ----. --_ rrq _._- �,�I1, I �hr J w / 1 , - , _ - - I EXISTING -- ... --� --- i— --_ -T-- _— - l j I o N _ yi r -- — — HEATRE BUILDIN — — I li � 1 � �� Nj.. a - _ .L•, �� PERC�ROTEGTI DETAIL DFV-8.'1 1 CUT AND CAP[117 -�w I � � � � �� o - -1 . �., 1 I -t �^ -----�--._ >� '`�_� i� 1 I ' I I � • L- `�I _ya ( ./ If,11 ,IIII y FF= 87.20 �' i r ( ro EXIST.12�� �1111 Sr wren 2E C2S P mm ¢ < � / i, 11 �alsmgPa Igiotl I v i i-{ i � it I \ _._ 1 �� 20 UTI Y —_ ---- --- / ®I SAWCUT �r _ --- c • REMOVE EXIST ACP- w� o o rn rn m X — UP TO NEW CURB LINE 1 — J� /f 11 _ t I ¢ — 1 PUBLIC UTILITY - /- N - 17 U -. .. __. ___- - _ _ _ __ -. -z- - •- •--•.-. ._ .. - _.� / --- -' L4' 1 " I INN F CE _--—_,,,R„�,1!h•TJQI'� _ _ __ __ -x- no n—— — — — — — — — — — — — — — — — — — — — — — — — — — — — — E E- < < E F < < 1-- F LIMITS OF CONSTRUCTION _ - —_ - - - -- — --- . _..-_-- -- - - P - 2 as ¢ x N FILTER FABRIC FENCE (TYP.) o PER C.O.A. STD DEV-6 Q w o rn N WETLAND LANDSCAPE REGRADE SLOPE AND BUFFER AREA: 41,411 SQ FT — rZ X REMOVE EXIST. SWALE GRAPHIC SCALE a N 50 zs 50 too i N x N NOTES CONSTRUCTION NOTES: LEGEND (N FMT) J x t Itch a 50 }C N 1. SEE SHEET C-4 FOR EROSION CONTROL NOTES Q1 REMOVE EXISTING CB AND SD LINE. ����������������������� SAWCUT GRA 0003-99 AND CONSTRUCTION SEQUENCE. x 2 CUT AND REMOVE 12 LF OF EXISTING SD PIPE. DRAWING APPROVAL THESE PLANS ARE "APPROVED' FOR CONFORMANCE WITH RECORD DRANING CERTIRC0011 LIMITS OF CONSTRUCTION E2 THE CITY OF AUBURN ENGINEERING DIVISION'S THESE DRAINGS CONFORM TO THE CONTRACTOR'S 2. FILTER FABRIC FENCE TO BE PLACED 1-FOOT THE QUADRANT CORPORATION REQUIREMENTS. Q WITHIN PROPERTY LINE. Q3 CUT AND CAP; EXISTING SD SYSTEM TO REMAIN. Syr CONSTRUCTION RECORDS. w r = • • FILTER FABRIC FENCE 4/11/9� z 3. SEE SHEET C2.1 OF APPROVED ACT III SUPERPLEX ® REMOVE EXISTING SD PIPE. APPROVED BY: DATE: /^, / BY: S, DATE w � ¢ PLANS FAC 0012-96 CATCH BASIN PROTECTION APPROVED BY: EL..Gww� ( ) ® REGAL CINEMAS n�iPOSION z m o J a ? DATE APPROVED: `i jzo j APPROVED BY: DATE: CONFlRMED BY CITY: DATE w 7 ADB MRS RJL CITY PERMIT DRAWINGS DRAWN BY DESIGNED BY REB WA ■esy�G� QUADRANT THE SUPERMALL OF THE GREAT NORTHWEST SHEET CALL 2 WORKING DAYS 3-11-99 03-18-99 ADB DTM RJL PER CITY COMMENTS a x BEFORE YOU DIG %� Q�v o4 v D A Weyerhaeuser Company CHECKED BY APPROVED BY SUPERMALL - ACT III PARING LOT REVISIONS ¢ 04-19-99 DTM MRS RJL APPROVED FOR CONSTRUCTION MRS RJL 1-800-424-5555 I.L�rii� Consulting Engineers 1201 Third Avenue. Suite 900 Plaza, s"'u soo DATE C-2 08 DEC. 98 Seattle. Washington 98101 a 299� o eCISr¢t p�310NA1 NE 8th at ll2th NZ 8tht CDw SCALE: (206) 622 5822 Fax (206) 622 8130 P•0. Box 130 DEMOLITION AND TESC PLAN J 0 B No.: 98200.1 SHEET 2 OF 6 z x N0. DATE BY CHID. APPR. REVISION AS SHOWN Bellevue, WA NO F-F,,, F, 01 D l6 a 7 17M of 22- C X UTTL+TY EASEMINfi ��J��i �l `{ - ( b L °% 12 WIDE NON-EXCLUSIVE - _ „�t UTILITY AND PEDESTRIAN EASEMENT / PORTION OF ACCESS EASEMENTf� I'll (MAY BE RELOCATED IN THE = PER REC. NO. 9802031519 ���j� � FUTURE BY MUTUAL CONSENT \ 503.g9 _ �A\ f �`�� 'r/�/' v� 11 i I z � \ / / i�%i�/rI�l� AI ✓ I � OF THE OWNER AND THE CITY '`�- �i/i �' OF AUBURN l � - / r �i/lr /6 ' t ' F 12' PEDESTRIAN _ \� rl'/r ✓ r 2 " 00 NtT W RY SCALPS AND ✓ 1 �_ r �1 � EASEMENT � .�_ � •��� V � • V �-� � , �� �/ r�,' W `"� IE�' TRASH RACK PER % � J � COA STD. DETAIL a _ 10' WIDE NON EXG\ 9 �i n SS TR-1 �� 4 0 265.63' V ���� 4�y` f�+I J 89'45'30" W�, �� � UTILITY EASEMENT \ ��:� / � � �/i ��7) \ a N4 4° 1" ` LOT 1= Ias m EX6.0 I • i t - , N4T38'44 M4 \� =i 1''L li: . ACCESS EASEMENT FOR 30-inch SD INFORMATION ! % ,A J z PER REC. NO. 9802031519 SEE SUPERMALL - RING ROAD J » `, REVISIONS DRAWINGS f/ r / - s = 12.0' \ y R= 225.00' / , //r, / 4 0.63% -TYPE 2 r 5 T L=4T24'14" J� //! - 1 �/ IE (IN E 76`.O6 `= e \ L= 186.15 % r 1�/ r -� - 8 a I (UT) W = 06 �' :) 1 / ✓ A° IE) 60 SW # 4; 03 TYPE B 1146.49' S 00'14'30" E / l - - --�-7 _ _ i _ r ! 2 E 1 �B- -_ !i J ��� IE�1 E,N 77.71 AI �1 -------------------- '� �z = Y -_l; IE�OUT)W=77.21 �II} - �- -r - -� IMIN) $E7S. i -� ✓ \`\ C-4 EX. 30' WA NE f l TRACT A } '•SPEED BUM - 0"0I \ 18"OS e-- _. -._ --- -- w va o game sieie----aa-ria[--` - :.�-- ,�_ i��i .ii I� IOUT), N-I 1 3 .W �9 ° EASEMENT `� ---- --- h _ ACCESS �' I- � i 402 IM D - REC. NO. 9 1 �1161 ` -- ewuwe _� -_� 9 - _ - - %� jl/f LF 1 I'D i ) (i( �'1 ) IM = 80.50 » EA 1 ( ((l� 1 �� , E .-- SEMENT T LOT �( r OUT S = 77.01 LOT 4 n f->s rt -fir _ - - 2 -r -- ---- _ 3" ��) �l�l TYPE 1 C �' 1 - Iv - - _ RIM = 80.42 4 ;I E - - -- - _ _- _ \ 9' 160 (I IE (OUT) S 8 6 SS _ Ica �� ❑ -, ° � ! 219 ( M OR L c 20.0' PRIVATE a es' !•. 1., ,. - � \_ �,4 _ - �621r4 " ^ ^ 17 ) h wFr CAP I LOT 4 - - _ -- - SANITARY SEWER 8 a6 ❑ ° _ - CAP 5' : �r.,; � .a i .--- `I _ R 275.0 F ' I j � � I � � (. I 4.5Q T '� i '�- . ! i r 1 r 7 i °- i0% .^iW' ,I E ;EASEMENT w 4 \ :::.. EXISTING 1so' W , s HEATRE BUILDIN - } �a i _ , SLGP , v I Y TYPE 6 TO 2 1 7VP G n,11 227. $ 'RI 6� I �( 8 .1081. 0 r EO a cn_ I Ilu �IE�',F l` \ _� I �� - IE(11 N N-76�1 ) ), a.). "g a 0 ( ��l �Ei OUT) SW 75.21 J p sa - r . T STALL 8" �i - LEAN OUT I 3 I I, FF- 87.20 > OT - ER WSDOT STD. LAN z LOT 2-. �\ - ! �r �- VER B150 b 60' a EX. 15' ! X i v, E 77LF"0 WATERLINE it _ _ - o I� \w EASEMENT Y _� I +- ® _ = _ --< PER REC. NO. �� TYPE I C ti 20' UTIL Y 9802051375 ®i _ I ` (i 20 PRIVATt SAAIiA2Y w o �. 1 i------ '� �� EnSEMthTI o m RIM _n, l _._ z J r IE (IN) yy o -- IE` (OUT 80 2 -I-T- �--�-f = i / V -1 I _ 65 F 1 OSD x G o ' 5LF 12 0SD - o - I"witlI - - ";�' uh-g8^So ; i- GW \ c?�Oo4vf "✓' 3 l PROPERTYi0 LINE 3 w f o - - PUBLIC UTILITY s ry ., n ft es - E aGE --- - --- - - - - - T - -- - -e ILI.t57 F 7 -- 3 �*43-PF - . RE-O- 000 LF EX. 24» SS LJNE --- ---- - - --- RI = ..2 ------ OF CHAIN LINK FENCE 4)=623a w r2 ---- TO-PW-ERTY-LINE--AI - ----- - -- - -- - - -- --- -- - - - -.. -- - -WHEELCHAIR RAMP TYP. o - - - -- 1 STANDARD DUTY - ------ - 25 SSMH TYPE 2-48"0 -- c�---..--..----------- - ---------- EX SSMH #35 o C-4 PAVEMENT (TYP.) INSTALL INSIDE a a C.O.A. STD STSW-4. Z SANITARY SEWER 12 TYPE (907502)#36 C�4 PAVEMENT (TYP.) 3 EXTRUDED CONCTRETE (907-01) 250E DROP CONNECTION N C-4 CURB SECTION (TYP. RIM=75.04 5 24' PER C.O.A. STD. DETAIL SSMH-8 o N COORDINATES IE (IN) W = 81.43 RIM=77.07 IE(24")=63.79 IE=70.80 TYPE 1 B N 89'32'44 E EX SSMH #34 EX. 6" SS STUB V < IE(24")=64.57 TYPE 1 CB 10 IE=64.0f ° = NORTHING EASTING it RIM = 83.60 (807-13) w o' cn # RIM = 85.20 RIM=74.13 CONTRACTOR TO CONFIRM LOCATION AND a .6 25 4374.46 4513.10 IE (IN) W = 79.73 IE (IN) W = 78.89 IE(24')=67.03 INVERT. REPORT ANY DISCREPANCIES TO U N STORM DRAINAGE COORDINATES EXISTING 30' UTILITY EASEMENT THE ENGINEER. Of x RECORDING N0. 9508302013 RELOCATE 560 LF OF CHAIN LINK FENCE GRAPHIC SCALE # NORTHING EASTING # NORTHING EASTING CONSTRUCTION NOTES: LEGEND: TO PROPERTY LINE 0 50 0 25 50 100 200 a EX. 15' METRO SEWER EASEMENT = N 1 4097.02 4162.86 24 3920.81 3968.18 (D TIE INTO EXISTING SD SYSTEM. PER REC. No. 6033482 2 4256.38 4191.00 24A 3176.37 4120.31 STANDARD DUTY PAVEMENT ( IN FEET ) x 3 4250.00 4226.26 Q2 TIE NEW SD SYSTEM INTO EXISTING SD SYSTEM AT CB. EX. 15' WATER LINE EASEMENT 1 inch =50 ft. GRA 0003-99 N 4 4318.83 4238.85 PER REC. No. 6138769 Q3 REGRADE EXISTING SWALE. HEAVY DUTY PAVEMENT RECORD DRAWING CERTIFICATION � 5 4237.45 4295.13 DRAWING APPROVAL THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH n 6 4224.86 4363.99 THE CITY OF AUBURN ENGINEERING DIVISION'S THESE DRAMINGS CONFORM TO THE CONTRACTORS r2 ® COORDINATE DRAINAGE SWALE FILL AND ALL ASSOCIATED SO PIPE THE QUADRANT CORPORATION REQUIREMENTS. CONSTRUCTION RECORDS 7 3925.29 4065.72 AND CB REMOVAL WITH QUADRANT'S RING ROAD CONTRACTOR. SWAL'Val" w 8 3833.92 4146.24 A �+ BY: = FILL MAY NOT OCCUR UNTIL THE 30-inch SO IS FUNCTIONAL. EARTHWORK OUANTITIES: APPROVED BY: DATE: Y 416.57 PER RING ROAD REVISIONS PLAN. APPROVED BY: S DATE w = 10 3827,09 4478.50 CUT - 500 CY REGAL CINEMAS 11 3516.04 4481.15 Z 12 3255.07 4483.37 FILL - 30,000 CY I�sF ru/POSTON o X APPROVED BY: DATE: CONRRMED BY 0TY: DATE: DATE APPROVED: 3a wr2 DRAWN BY DESIGNED BY SHEET a 7 01-11-99 ADB MRS RJL CITY PERMIT DRAWINGS CALL 2 WORKMG DAYS , 6' `E`�x QUADRANT THE SUPERMALL OF THE GREAT NORTHWEST Of 03-18-99 ADB DTM RJL PER CITY COMMENTS REB DTM �� of ►ase��Dy Z CHECKED BY APPROVED BY BEFORE YOU DIG �u�i�iY °� '�� A Weyerhaeuser Company FO 04-19-99 DTM MRS RJL APPROVED FOR CONSTRUCTION MRS DATE RJL 1-800-424-5555 Consulting Engineers x 1201 Third Avenue. Suite 900 Quadrant Plaza, Suite 500 SUPERMALL - ACT III PARKING LOT REVISIONS e� Seattle Washington 98101 R 21WB ~ N.H. Sth at 112th C-3 ST Gi m ^ N OS DEC. 98 S C A L E: (206) 622 5822 Fax C206) 622-8130 ^es oxAL o J 0 B No.: 98200.1 AS SHOWN Bellevue WA UTILITY, GRADING AND DRAINAGE PLAN SHEET 3 OF 6 z x N0. DATE BY CHD. APPR. REVISION Ewe a/1/ee 01 0 1G27 I$ 0; 2)- U 1 � M d CD Z x NO. IF RELOCATE CHAIN LINK FENCE TO SCALE: HORIZ. 1" = 50' PROPERTY LINE INSTALL FILTER FABRIC VERT. 1" = 5' FENCE TO 1-FOOT INSIDE CHAIN LINK FENCE SAWED VERTICAL JOINTS ® 10 FT(MAX) SPACING. in" SCALE: HORIZ. 1" = 50' VERT. 1" = 5' 1 1/2"R. (TYP) CEMENT CONCRETE 1"R. (TYP) TOP OF PAVEMENT RB TO ASPHALT WITH EPDXY. GRADING AND EROSION CONTROL NOTES: 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED BED AT A RATE OF 120 POUNDS/ACRE: AND IN OPERATION, PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES OR THE NATURAL PROPORTIONS PERCENT PERCENT DRAINAGE WAYS. NAME BY WEIGHT PURITY GERMINATION 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) RED TOP (AGROSTIS ALBA) 10% 92 90 AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 90 ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY 40% 97 80 BE REQUIRED AS SITUATIONS WARRANT. THE IMPLEMENTATION, MAINTENANCE, CHEWINGS FESQUE REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEM SHAL BE RESTUCA RUBRA COMMUTATA) RESPONSIBILITY OF THE PERMITTEE. MMESTOWN, BANNER, SHADOW OR KOKET) 3. THE TEMPORARY CONTROL POND SHALL REMAIN IN PLACE UNTIL THE WHITE DUTCH CLOVER 10% 96 90 PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. (TRIFOLIUM REPENS) 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECIEVED FROM THE CITY. 5. ALL DENUDED AREAS AND DISTURBED AREAS MUST BE STABILIZED BY THE FOLLOWING STABILIZATION METHOD. HYDROSEEDING AND MULCHING PER THE FOLLOWING: A. TIME OF PLANTING - DURING THE TIME PERIOD BETWEEN APRIL 1 THROUGH JUNE 30 AND SEPTEMBER 1 THROUGH OCTOBER 31. (NOTE: IF PLANTING BETWEEN JULY 1 AND AUGUST 31, IRRIGATION MAY BE REQUIRED. IF PLANTING BETWEEN NOVEMBER 1 AND MARCH 31, MULCHING WILL BE REQUIRED IMMEDIATELY AFTER PLANTING.) B. SEEDBED PREPARATION - THE SEEDBED SHOULD BE FIRM, BUT NOT COMPACT, WITH A FAIRLY FINE SURFACE FOLLOWING SURFACE ROUGHENING. SURFACE ROUGHENING SHOULD BE DONE AT RIGHT ANGLES TO THE SLOPE AND PREFERABLE "CAT WALKED" UP SLOPE. C. FERTILIZA11ON - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NONPHOSPHOROUS FERTILIZER. 2" ASPHALT CONCRETE E. "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH - FERTILIZER MIXTURES, MAY ALSO BE USED. F. MAINTENANCE - SEEDING SHOULD BE SUPPLIED WITH ADEQUATE MOISTURE. SUPPLY WATER AS NEEDED, ESPECIALLY IN ABNORMALLY HOT OR DRY WEATHER, OR ON ADVERSE SITES. WATER APPLICATION RATES SHOULD BE CONTROLLED TO PREVENT RUNOFF. INADEQUATE AMOUNTS OF WATER MAY BE MORE HARMFUL THAN NO WATER. STORM SEWER CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION. 2. ALL STORM DRAINS WITH THE DEVELOPMENT SHALL HAVE STENCILED: "DUMP NO WASTE -DRAINS TO" EITHER "STREAMS", "WETLANDS," OR "GROUNDWATER" AS APPLICABLE. 3. STORM SEWER PIPE MUST BE INSTALLED AND PROTECTED IN ACCORDANCE WITH CITY REQUIREMENTS AT ALL TIMES. CLASS 'B' ASPHALT CONCRETE WEARING COURSE (1998 WSDOT STD SPEC 5-04. u°° go 00° ° o v010, ° 0 V 6" CRUSHED SURFACING v cpp®g e0®a°vooY°4d o6°°mo o ®oo a ° �°o ° V BASE COURSE a ,° o°° O b0 bo 000 0 0 - u ° .o o® e4�0° o°. ype ° p COMPACTED SUBGRADE CRUSHED SURFACING STD SPEC 4-04.2) -� BASE COURSE(1998 WSDOT SUITABLE NATIVE MATERIAL OR SELECT FILL; TOP 24" COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION USING AASHTO T-180 (ASTM D1557). ALL SOILS BELOW THIS 24" DEPTH SHALL BE COMPACTED TO AT LEAST 90%. UNSUITABLE NATIVE MATERIAL SHALL BE REPLACED WITH SELECT FILL. SUBGRADE MUST BE PREPARED DURING DRY SITE CONDITIONS. STANDARD DUTY PAVEMENT NOTE: NTS C-4 ALL SITE WORK INCLUDING SITE PREPARATION, NOTE: MATERIAL THICKNESS IS COMPACTED DEPTH. STRUCTURAL FILL MATERIAL SELECTION AND APPLIES TO ALL SECTIONS ALTERNATIVE PAVEMENT SECTIONS SHALL COMPLY WITH THE "GEOTECHNICAL ENGINEERING EVALUATION FOR THE AUBURN SUPERMALL-ACT III VICINITY PAVING EXPANSION. PREPARED BY ZIPPER ZEMAN ASSOCIATES, DATED NOV. 24, 1998. EXTRUDED CONCRETE CURB SECTION NTS C-4 01-11-99 ADB MRS RJL CITY PERMIT DRAWINGS DRAWN BBY DESIDGTNMED BY CALL 2 WORKING DA 03-18-99 ADB DTM RJL PER CITY COMMENTS CHECKED BY APPROVED BY BEFORE YOU DIG 04-19-99 DTM MRS RJL APPROVED FOR CONSTRUCTION MRS RJL 4 AAA IAA rrrc DATE I BY I CHD. I APPR. REVISION 08 DEC. 98 SCALE: J 0 B No.: 98200.1 AS SHOWN 1.11111`ii� Consulting Engineers 1201 Third Averm Suite 900 Seattle, Washington 96101 (206) 622-5322 Fax (206) 622-8130 APPROVED BY: APPROVED BY: QUADRANT A Weyerhaeuser Company Quadrant Plaza, Suite 500 N.E. 8th at 112th P.O. Box 130 Bellevue, WA 98009 CONSTRUCTION SEQUENCE 1. SCHEDULE AND ATTEND PRECONSTRUCTION MEETING WITH CITY OF AUBURN OFFICALS. 2. FLAG ALL CLEARING AND GRADING LIMITS AS SHOWN ON PLANS. 3. INSTALL TEMPORARY FILTER FABRIC FENCE AND UNDER CB GRATES AS SHOWN ON PLANS. 4. BEGIN AND COMPLETE DEMOLITION. 5. CLEAR SITE, REMOVE SURCHARGE AS PER SHEET C-6. GRADE SITE AND AMEND ESC FACILITIES AS REQUIRED. 6. ESC FACILITIES MUST BE GRADED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO EXISTING POND AT ALL TIMES. 7. INSTALL NEW SD LINES AND UTILITIES. 8. GRADE AND PAVE SITE IN ACCORDANCE WITH THE PLANS. 9. HYDROSEED ALL DISTURBED AND GRADED AREAS UPON COMPLETEION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN. 10. MAINTAIN ESC FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DANGER HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL DO NOT CONVEY SEDIMENT -LADEN WATER INTO STORM DRAINAGE SYSTEM 11. REMOVE TESC FACILITIES UPON FINAL SITE STABILIZATION AND APPROVAL FROM THE CITY OF AUBURN OFFICAL 3" ASPHALT CONCRETE .- °._ °._ "._ ".. "._ °._ ".. °._ ° ° ° ° ° . ° ° ° 6" CRUSHED SURFACING BASE COURSE °. •°. ° °. •a• 'o•° •o•o•o 10 00�° O�000[dj oo,0 0 12" GRANULAR 00O �0 pOoBVObo0, �g0Q�0�pOo °O po0O0O SUBBASE 0 00p00o �O�B °4 0°nn PJOO n0-U nO4,o O 0000_h nn �ngc) i�GRANULAR SUBBASE SHALL CONSIST:�=RADED SANDAND GRAVEL (PIT RUN), SAND AND E PLACED IN8" LIFTS AND COMPACTED TO A MINDRY DENSITYUSING AASHTO T--180 (ASTM D-15IFIED IN THE GEOTECHNICAL REPORT. AVY DUTY PAVEMENT C-4 GRA 0003-99 DRAWING APPROVAL THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH REM DRAING CERTFCA11ON THE CITY OF AUBURN ENGINEERING DIVISION'S THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THE QUADRANT CORPORATION REQUIREMENTS. pwm CONSTRUCTION RECORDS DATE: ¢/Z111q BY: 2�,.,,..G� APPROVED BY: 2DATE, REGAL. CINEMAS / DATE APPROVEDIT E/PDsnDN DATE: : 5'�3d/95 ��� CONFIRMED BY qtt: THE SUPERMALL OF THE GREAT NORTHWEST SUPERMALL - ACT III PARKING LOT REVISIONS DATE: SHEET C-4 GRADING AND DRAINAGE DETAILS I SHEET 4 OF 6 01 0 16a.7 ►9 °F �2 Pf 09-7 � 0 0 z N U 3 i- w o S � X L........ . ._... ....... ....... ....... .. ....... ..... ..... .... ... .. ...._ .:. .:.:.. .NOTES• ... ... ..-.... ....... ...... ... .. ...... ....... . ... L: I 1. PRI ATE SIDE WER FOR LO 4.TQ BE OW ED;AND MA3 TAINED: ... ....... .... ....I.. .. ... ... . ::: is :BY PROPERTY OWNER. :: 2::CONTRACTOR TO PROVIDE 'ADEQUATE :COVE ON: SANITARY .SEWER'.:' ... is :PIP AT ALL TIMES ESPECIALLY DURING GR kDING ACTIVI FIES. :: ...... ... ....... ...... .. ....... - ..... ... .... .... ...... . I . .. ... .. ..::: .. .. ..... . I ..... DRA N� A PPR . VA .. L .... TNESF PL NS ARE 'APPRQVED" FOR ORMANCE WITH. RECORD DRANNG CERTIFICATION .... I ... ...... .... ..... ......... .... .. .... .... ....... ...... � .: .... THE : CITY .OF: AUBURN EN O I:NEER I NG: D I V' S I:ON � S .. ), : 1RESE DRAIMNGS :CONFORM TO THE CON ....7 QUAD Lii... .. i REWNTS ... .... _ . _OHM --CONSTRUCRON RECORDS :I:.. :I : ... . ... ..... .... ..... .,., .... ... ..... ... ..' .:: PROVED Bl�:: DATE: :: .:: ::. :, �::: i.: �.. : APPROVED. •.. DATE ...:.:..:..:.::... :: ::: :.. ..... ........... ...... :...I ::... L S�NEM ...-, 8 .Y ............................. ',... xx F/Pmww. ... /7S 1 01-11-99 ADB MRS RJL CITY PERMIT DRAWINGS Aii 03-18-99 ADB DTM RJL PER CITY COMMENTS 04-19-991 DTM MRS I RJL I APPROVED FOR CONSTRUCTION NO. I DATE I BY I CHD. I APPR. REVISION kWN BY DESIGNED BY C CDK DTM ALL 2 WORKING DA' CD [CKED BY APPROVED BY BEFORE YOU DIG MRS DATE RJL 1-800-424-5555 08 DEC. 98 SCALE: J 0 B No.: 98200.1 AS SHOWN 16i� Consulting Engineers 1201 Third Averue, Suite 900 Seattle. Washington 98101 t (206) 622-5922 Fax (206) 1 APPROVED BY: LEIy QUADRANT t xesg��G� A Weyerhaeuser Company Qaaerant Plaza, Ute Sao zaoee ¢� N.S. 8th at ll2th ST P.O. Box 130 Bellevue, WA 9W DATE: DATE APPROVED: CONFIRMED BY Ci DATE THE SUPERMALL OF THE GREAT NORTHWEST AI10w11alr IIN11DRIIzhT"DoUDZY)alII SHEET C-5 SHEET 5 OF 6 PFc9-7 g 01 D 16 a 7 / <`r4J -' LI-T1F-EASNE //�\` R5'-A -r ^' PROPERTY LINE O '� _./2_____EXST __ r a G-,�_.� `-���-__-__ -"�" ___ —.._ —__-_ BL L•' -- - ..:.__—�_H31 -_- ___._._._ _�.._ ki ...___ --&c _ _ ._"__. �� _ = tR _G__'"... _*'+�i ---__ : =- LR i.,�°@ �dJ COINSTRUCTION� s� .nk� �T.eW. o-^.}- : __ - ENTRANCE--- � - _T_._. S% �j .. tm �flE p g P {�—y�- PROPERTY _.-� fN Fb _� a , < `9 2� °b' a ,�'� d c'N FN .�'f 9 8 F—_�.J_u' �$ - - -- � � ! � _:� X .:1,4-`'�_ .. / //:• i.. .. n-. f�, 1A �____.._.____ £ 6 .. -�2 _ '" i--�'°-_-.__._b',.--� ..-----"__,--— A r .. k...,y. � .. 3 P x _- s. a x °.' _.. .- �a• `A (_-�®="u`'—a _ ...-0 __ R ,R_ ___. -�`. �-„�_s x e.r�-�.tr r - r ._ s. N 2474.4- 3 --S � . e - _ga-F_1 ffiv- � •� � � i .-'e r - -�-- - - ----'--.=� '- � •.�'-"��---'---._�� -_ .------£ -`�- . __ 111�11L== � c z o ¢ 9° o�imE(; . �/� g - / n�li !�'�l-' LIMIT OF GRADING (TYP.) xaf S �x U6/�xxy n. x 111111111111111� 1111TTT1TTTITTT� 1TTT1T1T1T11111� 1TTTTTTTTTTTIIT� ITTTTTTTTTTTTTT� IIII� TTTTTTTITTTTTTT� ITTTTTTTTTTTTTT� �L) -- i U-- ---- ! n n EXIST EROSION/SEDI NTATION °e II CONTROL POND BOTTOM N` �II ELEV. = 77.0 \ / 1 ----- — 90 --- 90 c s -- 91 — 91 /163 - - 1� L1ILITY EASEMENT .gip N 95D 2014 `. " � °s \, �. / 9 \ ! ' 86 SETTLEMENT PLATE TO / 1 U I � � 1 , N °a CEDE �( / rs y l % �BE REMOVED (TYP.) / w ` TO 11 92--------- A % f _ J 1�. 92 87 -- _ �._ 01 111 I C 6 « c� / _ /. / Ae-- -' \_ J c¢i / 1 _� N70• .__21'40"E'7431;9 SUN�� G S W 93 -- 93 u u — — — ( lti2� ' I _-_ _"�`_.. _-.-1._?:. U u_ Q Z / _,...-^..-'�..-..'�. i%�1 f• CL � PROPERTY CORNER W N2469.273 U U - U � ---,_� I `� _� � • __ -- / — E3644.88 � �:>" —�-- � l-cj w F o GRAPHIC SCALE 50 0 25 50 100 200 < `, 1��,_ __a.:., I _ ------ I !` U ------_- - c� U - - _ _ ��_ — II LJ Cl -_ L U J11 .Q 30' UTILITY EASEM,I L ¢ o rn m ( IN FEET �� 2 REC. ND 9�0830 014, cJ rn 1 inch =50 ft. .�--{{- 0 O J N d EXIS i :::: ... ... .. .:: GRACE ...:.: ..::: k EXIST 1 "%EST o u r Z v yRE ... .... .. , h GRADE P 0PERTY. 1.: C NE' ... .:: OVE 5.0'.: 90 r moo, �: i... z I ... .. .. X. DEPTH S T FENCE' W .,. . ........ ....... .:: MAN " : : .. PROPOSED DE ./; 1. l.. -.. .. ... ... �., .. .. ... .... .. ... ... �� ..... ... .. GRA E ... �' ,., I � , � ,., ... 1 NOTE: ¢ . S01 .. $0 - 1. EARTHWORK REMOVAL NOT i :: TO EXCEED 30,000. CY. . k I 0 SECTION SECTION g X SCALE: HORIZ. 1" - 50' ~ C-6 SCALE: HORIZ. 1" = 100' C-6 i VERT. 1" = 5' VERT. 1" = 5' G- x DRAWING APPROVAL THESE PLANS ARE 'APPROVED" FOR CONFORMANCE WITH RECORD DRA'ING CERTIDCAOON X THE CITY OF AUBURN ENGINEERING DIVISION'S THESE DRABINGS CONFORM TO THE CONTRACTOR'S x THE QUADRANT CORPORATION REQUIREMENTS. pKm CGNSTRUC➢ON RECORDS. BY: APPROVED BY: DATE: /QJ1h�(99 w z o o N REGAL CINEMAS APPROVED BY: G J.Lvw✓� �.4(4 DALE' 1HIE/POSIIION J APPROVED BY: DATE: DATE APPROVED: St���SS o CONFIRMED BY CITY: DATE: � x ¢ 7 01-11-99 ADB MRS RJL CITY PERMIT DRAWINGS DRAWN BY DESIGNED BY REB 1. LE <A9pjG� QUADRANT THE SUPERMALL OF THE GREAT NORTHWEST SHEET CALL 2 WORKING DRYS 03-18-99 ADB DTM RJL PER CITY COMMENTS BEFORE YOU DIG • %. �y9�o4 A Weyerhaeuser Company CHEMRSD BY BY � 04-19-99 DTM MRS RJL APPROVED FOR CONSTRUCTION RJL 1-800-424-5555 Cansult`ing Engineers TROT Third Avenue. Suite 9Plum,suite 00 a t P>• goo SUPERMALL - ACT III PARKING LOT REVISIONS DATE NE >kh at ll2th C—� 08 DEC. 98 Seattle. Washington 98101 q�c, 4e A�srosAL J 0 B No.: 98200.1 O w S C A L E: (206) 622-5822 Fax (206) 622-800 '� P.O. Box 13D SURCHARGE REMOVAL PLAN SHEET 6 OF 6 Z x NO. DATE BY CHD. APPR. REVISION AS SHOWN 61�0i1.5 B/1/BB �>�, WA r-y ,-7 b 01D16a7 J,I OF 7�2 LEGEND Ref_ IDecrintion 1 Existing Inter Urban Tral to remain 2 Type II Landseope: Refer to Landscape drawings for landscaping details 3 1 wetlarel to remain undisturbed 4 _ 25' Wetland Buffer Landscape: Refer to Landscape drawings for andscaping details 5 New asphaltic concrete pavirg. Refer to Civil Drawings for engineering requinsiments. 6 New concrete curb 7 striping to remain 8 Existing asphaltic concrete paniforg to rwnain 9 Existing landscape planter to remain 10 Wetland buffer 25' width: The boundary of of the wetland buffer shall be staked in 25' intervals as clearing and construction limits for construction activities adjacent to the wetlands area. During site grading and the establishment of temporary erosion and sediment control measures, wetlands and buffer areas must be protected from potential contaminator, from untreated stormwater discharges through the use of sit forces o other appropriate measures. (reference Edh. "A" Ordinance No. 4627, April 27, 1993) Refer to Civil drawings for grading and erosion control details 11 New concrete -on- sidewalk 12 New painted pwoment striping 13 New painted crosswalk pavement markings 14 Remove existing pavement striping. Install new striping as shown 15 New HC pwkhg sins 16 New HC sidewalk access ram 17 New STOP sign 18 New painted payment traffic arrow 19 saw out existing AC k remove as required and shown 20 saw at existft concrete sidewalk & remove se requined and shaven 21 Remove exist concrete curb as recluired 22 Existing a light 23 New pole li t - Refer to electrical drawl 24 ___ Existing pole light - to be removed 25 Existing convene sidewalk - to remain 26 Existing buili to remain 27 Existing rookery to remain 28 Saw cut existing AC paving as required 29 New sari - "NO PARKING" 30 New sign - "STOP" 1 Now PARKING PASSENGER ONLY UNLOADING ONLY" PROJECT STATISTICS Y✓�✓� ACT W Themer New Asphaltic Cmc. Paving . 186,259 s.ft Lot 3 Site Aran: 12.55 acres, 546,678.55 s.f. Building: 80,412 s.f. New Landscaping Area = 83,720 s.ft Seats: 3,576 " Screws: 17 Ingress &Egress Easement to Lot Area - 18,893 $.ft Poikkg required: 5 spaces / 1000 s.f. IGross Leasable Area (GLA) 80,412 s.f. GLA / 1000 x 5 402 parking spaces required I Parking proposed 834 poking spaces Zoning Jurisdiction: City of Auburn Zoning: C-3 Hsi Camaordel District . ...... � per Ordinance No. 4627 Building Setbacks: Front = 20' , Interior Side - 0' _ `_ .�....... Street side . 15'. Rear • 0' 1 " — i- 1 1 �.- 1 _ 1 , NEW PEDESTRIAN EASEMENT: — i 1 2' wide for the construction of a pedestrian sidewalk between —� the existing Super Mall building '\\;\ 1 entrance and the Act 11 Theater building \' LOT I v 111 1 ff € ill i11 ll / 3 E 111 Y AS / i i6 '>k 1 1 1 //• ! I ol 1 1 1 • ' <_ 1TOA.11 Cl kl OTATINn Reposed parking located on Lot 3 COMPACT 160 spaces STANDARD 655 spaces —_�----.-_17�Raca-(]ZrsG1l�}Laf-So3all TOTAL 834 spaces (on -street parking 31 spaces not Included) �� _ i'•1 � f ;. AS — • .e71" 18 6 4 I 3 ) 5 6 1. PRIOR TO CONSTRUCTION, NOTIFY "ONE -CALL" (1-800-424-5555) TO VERIFY EXISTING UTILITY LOCATIONS 2. PRIOR TO CONSTRUCTION, NOTIFY UTILITY REPRESENTATIVE TO VERIFY REQUIREMENTS. 3. REFER TO CIVIL, LANDSCAPE AND ELECTRICAL DRAWINGS FOR COORDINATION WITH OTHER WORK. 4. ALL DIMENSIONS TO BUILDING ARE REFERENCED TO OUTSIDE FACE OF WALL UNLESS OTHERWISE NOTED. S. ALL DIMENSIONS FOR CURBS ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. REFER TO CIVIL DRAWINGS FOR CURB AND GUTTER DETAILS. 6. COOPERATE AND COORDINATED WITH OTHER CONTRACTORS PERFORMING WORK ON THIS SITE AND OTHER ADJACENT SITES. 7. DRAWS AND ROOF SYSTEM IN ACCORDANCE WITH UNIFORM PLUMBING CIVIL DRAWINGS FOR CONNECTION LOCATIONS. 6 6 AX LOOT 4 6 S` :I6 l7# 11 6 GRA #0003-99 THESE PLANS ARE "APPROVED" FOR RECORD DRAWING CIERTIFICATON CONFORMANCE WITH THE CITY OF AUBURN'S THESE DRAWINGS CONFORM TO THE ENGINEERING DIVRSION'S REQUIREMENTS CONTRACTOR'S CONSTRUCTION RECORDS cC BY: —.—..--. APPROVED BY: ��/y(11 DATE: TITLE/POSITION DATE APPROVED: �% S� i 1 . _T CONFIRME0.BY CITY: - DATE o-,MSITE PLAN 7C7 = 1 "= 50'-011 0 100 200 GRAPHIC SCALE ) q fi Ali Paul Franks Architects 3805 I08th Avenue NE 3uits?22 3ellevue, Washington 96004-7613 Telephone 425.803.0792 FM 425.8()3.0934 Etaatl franksarch @�aol.com 5182 ERE 1 CHITECT PAUL EVAN FRANKS STATE OF WASHINGTON 75 sin CL 0 �o N C O Possai �� Ztc) 0 4,"a C On ern Q aYM U 0 in E +' C O Ca O�Q �a) fY) L iv v� O~ d a.+ V Q SITE PLAN Lot 3 Dots 4/19/99 Revisions - %+ 11/17/98 2/3/99 3/18/99 A,. 3/29/99 Scale 1.0.50'... Drawn By Frw" _ Phase CD Computer FRe 9807-CD-A4 She Pan AAA 11 4/19/99 2:S2 PM Shest A-4 O CCIIY fR 1998 Paul Franks Architects PK09"( li oID16.)7 :L4,DF x I