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HomeMy WebLinkAbout05D17730 Fes- o z r cn z o 0 0 o© C�'Z <C C.) V) 0 0 Q z C5 m 0 V) U w o J w V Q � cn >- n n V © o a. w Q c� N 11 T 0 nI LLJ o 0 w rn w P- r Q CV 0 0 0 0 CN �r�,5 p N cl-� w > 0 U i z CD cn w w N Q � z I- p Q cl- Sri w o 00 o i 0 U Q 0 LO 00 N 0 i 0 0 0 J X LJ J C-D <c :2i � cc _ J X o cn �� 0 �CD �w 0 o X N0. SITE DATA SITE AREA EXISTING ZONING EXISTING USE PROPOSED USE = 4.35 AC. = C-3 (HEAVY COMMERCIAL) OPEN DRAINAGE DITCH PIPED DRAINAGE SYSTEM BENCHMARK (NGVD 29) 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 AND "0" STREET SOUTHWEST, ELEVATION = 75.11. OWNER QUADRANT CORPORATION QUADRANT PLAZA, SUITE 500 NE 8TH 0112h1 P.O. BOX 130 BELLEWE, WA 98009 CONTACT PERSON: MARK ROWS SITE ADDRESS SUPERMALL DRIVE AUBURN, WA. 98001 LEGEND LOT LINE STORM DRAIN PIPE POWER AND CABLE WATERMAIN SEWER MAIN PROPOSED CONTOUR SPOT ELEVATION CATCH BASIN STORM MANHOLE CAP UNDERGROUND PIPE WATER VALVE FIRE HYDRANT TRANSFORMER 12"SD CHAIN LINK FENCE x x x SILT FENCE Ix. POWER POLE GREASE INTERCEPTOR CLEANOUT CENTERLINE - SETTLEMENT PLATE DETAIL NUMBER 5 SHEET NUMBER C-11 CONTAINING DETAIL LIMIT OF GRINDING 4/22/02 DATE I BY I CHID. I APPR. CONSTRUCTION SEQUENCE 1. JIinCUULC MNU miiu U t'RCWN.,)iKuwivN Mttinu mim CITY OF AUBURN OFFICIALS. 2. FLAG ALL CLEARING AND GRADING LIMITS AS SHOWN ON PLAN S. 3. INSTALL TEMPORARY FILTER FABRIC FENCE AND FABRIC UNDER CB GRATES AS SHOWN ON PLANS. 4. INSTALL TESC FACILITIES. 5. BEGIN AND COMPLETE DEMOLITION. 6. INSTALL NEW SD LINES. 7. GRADE SITE IN ACCORDANCE WITH THE PLANS. 8. HYDROSEED ALL DISTURBED AND GRADED AREAS UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN. 9. MAINTAIN ESC FACILITIES UNTIL ALL RISK OF EROSIONL/SEDIMENTATION DANGER HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN WATER INTO STORM DRAINAGE SYSTEM. 10. REMOVE TESC FACILITIES UPON FINAL SITE STABILIZATION AND APPROVAL FROM THE CITY OF AUBURN OFFICIAL.. EARTHWORK QUANTITIES CUT: 650 ew. 5bo� ooP SD U W SS - 80 Lo E x x x CONSTRUCTION DOCUMENTS REVISION • - SOUTH SW 1/4 SECTION 13, TOWNSHIP 21N, RANGE 4E, W.M. NW 1/4 SECTION 24, TOWNSHIP 21N, RANGE 4E, W.M. AUBURN GENERAL NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORK SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION", EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITYS PROJECT SPECIFICATIONS MANUALS, AND THE CITY'S STANDARD CONSTRUCTION DETAILS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. 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. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING MAY BE LIMITED TO THE APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM.. 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIV;L ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S" RECORD CONSTRUCTION DOCUMENT" HANDOUT. LEGAL 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 TO THE TRUE POINT OF BEGINNING; THENCE NORTH 0014'30" WEST 1146.12 FEET TO THE BEGINNING OF 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 47024'14 THENCE NORTH 47'38'44" WEST 167.33 FEET TO THE WESTERLY LINE OF SAID LOT L; THENCE SOUTH 10'21'40" WEST 58.95 FEET ALONG SAID WESTERLY LINE TO A LINE LYING PARALLEL WITH AND 50.00 FEET SOUTHWESTERLY OF THE SECOND TO THE LAST COURSE DESCRIBED ABOVE, AS MEASURED AT RIGHT ANGLES THERETO; THENCE SOUTH 47"38'44" EAST 136.09 FEET ALONG SAID PARALLEL LINE TO THE BEGINNING OF A CURVE CONCAVE SOUTHWESTERLY HAVING A RADIUS OF 225.00 FEET, SAID CURVE BEING CONCENTRIC WITH THE CURVE DESCRIBED ABOVE; THENCE SOUTHEASTERLY AND SOUTHERLY 227.52 FEET ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 47024'14"; THENCE SOUTH 00414'30" EAST 1146.49 FEET TO SAID SOUTH LINE OF LOT L; THENCE NORTH 8919'52" EAST 24.99 FEET ALONG SAID SOUTH LINE TO THE CENTERLINE OF INDUSTRY DRIVE S.W., VACATED BY THE CITY OF AUBURN ORDINANCE NO. 4668; THENCE SOUTH 00'14'30" EAST 260.29 FEET ALONG SAID CENTERLINE TO THE SOUTH LINE OF SAID PORTION VACATED BY ORDINANCE NO. 4668; THENCE NORTH 89'45'30" EAST 40.00 FEET ALONG SAID SOUTH LINE TO THE EAST LINE OF SAID VACATED INDUSTRY DRIVE S.W.; THENCE NORTH 0014'30" WEST 260.58 FEET ALONG SAID EAST LINE TO SAID SOUTH LINE OF LOT L;- THENCE SOUTH 89419'52" WEST 14.99 FEET ALONG SAID SOUTH LINE TO THE TRUE POINT OF BEGINNING. THE PARCEL DESCRIBED ABOVE CONTAINS 85,660 SQUARE FEET (1.966 ACRES), MORE OR LESS. SITUATE IN THE CITY OF AUBURN, KING COUNTY, WASHINGTON. ABBREVIATIONS ACP ASPHALT CONCRETE PAVEMENT IE INVERT ELEVATION SS SANITARY SEWER AiB ASPHALT TREATED BASE L LENGTH, LINE STA STATION BOT BOTTOM LF LINEAR FEET T TELEPHONE CB CATCH BASIN LT LEFT TC TOP OF CURB CL CENTERLINE MH MANHOLE np TYPICAL CL CLASS MIN MINIMUM VERT VERTICAL N NORTH, NORTHING C.O.A. CITY OF AUBURN NTS NOT TO SCALE W WATER, WEST COMP COMPRESSIVE W/ WITH CONST CONSTRUCTION P POWER CSBC CRUSHED SURFACING BASE COURSE P� POINT OF CONNECTION � AT _ D1L,DET DETAIL PVC POLYVINYL CHLORIDE/POINT OF VERTICAL CURVATURE m DIAMETER E EAST, FASTING PVI POINT OF VERTICAL INFLEC110N WSDOT WASHINGTON STATE EA EACH py�,�7 PAVEMENT DEPARTMENT OF ELEV ELEVATION PVT POINT OF VERTICAL TANGENCY TRANSPORTATION ENT ENTRANCE R RADIUS STD STANDARD EP EDGE OF PAVEMENT EX,EXIST EXISTING RT RIGHT TESC TEMPORARY FF FINISHED BOOR S SOUTH EROSION/SEDIMENT G GAS SD STORM DRAIN CONTROL HORIZ. HORIZONTAL SDMH STORM DRAIN MANHOLE DRAWN BY DESIGNED BY WCP WGC Consulting Engineers 1201 Third Avenue, Suite 900 Seattle. Washington 98101 6 (206) 622-5622 Fax (206) 622-8130 1, LEIS v�� of wAsyj� G� ��R coo � za089 o ' SNA E`'� r�> . EXP[RE5 08/01/03 UADRANT I Q_ A Weyerhaeuser Company dram Plaza, Suite 500 N.E. 8th at lath P . 0. Box L30 Bellevue WA 98009 � CALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 CHECKED BY APPROVED BY MRS RJL DATE APRIL 4, 2002 S C A L E: AS SHOWN J 0 B No.: 101805.10 1e1 P ROJECT P 16 c) CITY LIMITS CD SU PERM ALL BOUNDARY BLVD VICINITY M, N.T.S. im F-- 15TH ST SW CONSTRUCTIONI ENTRANCE DRAWING INDEX SHEET N0. DRAWING TITLE C-1 COVER SHEET C-2 GENERAL NOTES/SITE PLAN C-3 PLAN AND PROFILE STA. 0+00 TO STA. 6+00 C-4 PLAN AND PROFILE STA. 6+00 TO STA. 12+00 C-5 PLAN AND PROFILE STA. 12+00 TO STA. 17+77.91 C-6 PLAN AND PROFILE OUTFACE STA. 0+00 TO STA. 2+33J1 C-7 DETAILS C-8 DETAILS L-1 LANDSCAPE PLAN RECORD DRAWING CERTIFICATION THESE DRAWNGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS. BY Aof/xjywrr.,�DATE: 1111E/POSI110N: :,& CONFIRMED BY G :r DATE: FAC01-0029 GRA01-0027 PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. Cf APPROVED BY: DATE APPROVED: 5' 11.7 THE SUPERMALL OF THE GREAT NORTHWEST SHEET c I COVER SHEET SHEET 1 OFS GENERAL STORM NOTES: GRADING AND EROSION CONTROL NOTES: 0 I— o z z o p 0 p o 6 z Q U 0 0 J � Q J Z J m 0 wlp IN w W N Q N p C) O p N w CD J d. Q wN CO Z N V Z C.� N w p Q X w < _ Z =D d Y Z W O J C) ab 1i- O_ X C Q C) d V S Q H F - LO c) Ln � C' p � C�l :2 00 cn =®M 1. 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. 2. 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). 3. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHT-OF-WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE -CONSTRUCTION MEETING. 4. 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. 5. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF 5 FEET. 6. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES WITHOUT ADDING NEW SECTIONS. 7. ALL MANHOLES, CATCH BASINS AND VALVES 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. 8. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING AC OR GPK MANHOLE ADAPTERS OR APPROVED EQUAL. 9. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'-6" FOR SDR 35 PIPE. 10. 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. 11. 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. 12. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACK FILL DETAIL NO. GEPT-1, GEPT-2 AND GEPT-3 FOR CONSTRUCTION PROCEDURE. 13. ALL IMPORTED PIPE TRENCH BACK FILL MATERIAL SHALL BE CLASS "A" BANK RUN GRAVEL, MODIFIED BY THE CITY OF AUBURN. 14. PIPE TRENCH BACK FILL MATERIAL WITHIN THE IMPROVED RIGHT-OF- WAY SHALL BE 5/8-INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET. QX In X z � con co o CI_ V) Ln X 0 C7 o a- U-i Fw- 00 00 W z x N0. PF a cn6 2- of ° 4/22/02 DATE N.=5000.00 E.=10000.00 BY I CHID. I APPR. CONSTRUCTION DOCUMENTS REVISION DRAWN BY DESIGNED WCP WGC CHECKED BY APPROVED MRS RJL DATE APRIL 4, 2002 J 0 B No. : 101805.10 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED SEDIMENTATION AND EROSION CONTROL FACILITIES INDICATED ON THE PLANS MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR OTHER CONSTRUCTION ACTIVITIES. THESE FACILITIES SHALL BE MAINTAINED, AND UPGRADED IF NECESSARY, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM. 2. THE SOURCES FOR ALL MATERIAL IMPORTED TO THE SITE SHALL BE APPROVED BY THE CITY. 3. THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED), SEDIMENTATION AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT DURING CONSTRUCTION. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS AND THE DETENTION (RETENTION IF INFILTRATION SYSTEM IS USED) CONTROL PONDS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL FOR THEIR REMOVAL HAS BEEN RECEIVED FROM THE CITY. 5. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE DUST 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. 6. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTIES, NATURAL DRAINAGE WAYS, OR THE EXISTING CITY STORM DRAINAGE SYSTEM MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN THIRTY DAYS SHALL BE STABILIZED WITHIN THEN DAYS. FROM OCTOBER 1 TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE CONDUCTED IN STAGES IN ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREATER THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN DAYS SHALL BE STABILIZED IMMEDIATELY. 'IALL 2 WORKING DAYS BEFORE YOU DIG 1-800-424-5555 , SCALE: AS SHOWN 7. 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.) FERTILIZATION - AS PER SUPPLIER'S RECOMMENDATIONS. DEVELOPMENTS ADJACENT TO WATER BODIES AND WETLANDS MUST USE NONPHOSPHORUS FERTILIZER. d.) SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 POUNDS/ACRE: NAME PROPORTIONS BY WEIGHT PERCENT PURITY PERCENT GERMINATION RED TOP (AGROSTIS ALBA) 10% 92 90 ANNUAL RYE (LOLIUM MULTIFLORUM) 40% 98 CHEWINGS FESQUE 40% 97 �RESTUCA RUBRA COMMUTATA) JAMESTOWN, BANNER, SHADOW OR KOKET) WHITE DUTCH CLOVER 10% 96 (TRIFOLIUM REPENS) e.) "HYDROSEEDING" APPLICATIONS WITH APPROVED SEED -MULCH - FERTILIZER MIXTURES, MAY ALSO BE USED. L) 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. N.—JV 1.J..7 I E.=11184.90 all •c 4 GRAPHIC SCALE (IN7w) 1 hwh = so & RECORD DRAWING CERTIFICATION THESE DRAWNGS CONFORM TO THE CONTRACTOR' CONSTRUCTION RECORDS. BY: D1TE AL /0-437 TITLE/POSITION: /22� 14"Ifell.• /2 CONFIRMED BY CITY: DATE FAC01-0029 GRA01-0027 PROJECT REF: THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. L r s- n- of APPROVED BY: DATE APPROVED:;f�?.r. SH EET '. 'FA OUADRANT THE SUPERMALL OF THE GREAT NORTHWEST �,SNfN�AD,'f' �. A Weyerhaeuser Company C�2 Quadrant Plaza, Suite 500 24089 ISTER���'� N.E. 8th at ll2th GENERAL NOTES IONAL' P.O. 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Strikg soo Q APRIL 4, 2002 Seattle, Washington �e>o1 ,' �. 8th at ll2th PLAN AND PROFILE, STA 0+00 TO STA 6+00 S C A L E: (206) 622-5822 Fax (206) 622-8130 y� L P.O. Boa 130 C4 x NO. DATE BY CHD. APPR. REVISION J 0 B No.: 101805.10 AS SHOWN Bellevue, WA 98009 3 OF 8 f F" -r� 3of I O`i 0 1/ 7 PF '* O%, 4 of 9 OS / 7743 .� EMERGENCY OVERFLOW ELEV = 75.50 f. r fti.,.ry (4. REMOVABLE 4 r:.. . REL BOLLARDS. CB RA. ........., . _ 1 _0 B�_ �` • ,/ I F 10' LANDSCAPE BUFFER (TYPICAL ALL SIDES.) EL = 71 E 1 EL I = 63.0 __.. . m.....a _......... ......... ........ .. _. J M LLI o� Cl- 17:1 L.Lw d o Q O Q 0i Lw � CLl F— J A V L Q II • Z UNF74.0 �D Z Q 2q w J 241 ¢¢ Co d Cl- E C) Li - ... 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HORIZONTAL SCALE 1•-20' VERTICAL SCALE 1•-2' �� Qt70 ��ca ISM BCD 1A4 NO r 00 �m I'- 1� co P� co I'- co�Af Ph 1� 11r3rr- I� t� I� I� �r-i 1'� � I� � �� � - 0 0 0 0 0 0 0 O O O O CONSTRUCTION DOCUMENTS REVISION M O M O �r- 0 0 co 0co000 DRAWN BY DESIGNED BY WCP WGC CHECKED BY APPROVED Bl MRS RJL DATE APRIL 4, 2002 alloc> no*- � r- �r- cc 0 0 o 0000 N N N fV GRAPHIC SCALE 1 inch = 20 ft. All 2 WORKING DAYS BEFORE YOU DIG ameConsulting Engineers 1-800-424-5555 1201 Third Avenue. Suite 900 Seattle, Washington 98101 S C A L E: (206) 622-M22 Fax (206) 622-8130 AS SHOWN 1 /2" GALVANIZED EYE BOLT W/WASHER AND NUT. RECESS NUT AND PEEN BOLT THREADS. 1/8" MIN. THICKNESS GALVANIZED STEEL OR ALUMINU . INTERIOR SIDE DIMENSIONS 1 2„ GREATER THAN POST DIMEN IONS. CLASS 'C' CONCRETE 7\/\\ NOTES 1. TIMBER SHALL BE DOUGLAS FIR, DENSE CONSTRUCTION GRADE, AND SHALL BE PENTACHLOROPHENOL PRESSURE TREATED BY EMPTY CELL PROCESS WITH MINIMUM NET RETENTION OF 0.05 LBS./CU. FOOT OF THE DRY SALT. (USE LIGHT PETROLEUM SOLVENT.) 2. STEEL TUBE SHALL CONFORM TO ASTM A53 OR ASTM A53 GRADE A. 3. NUTS, BOLTS, & WASHERS SHALL CONFORM TO ASTM A307. 4. ALL STEEL PARTS SHALL BE GALVANIZED. 1 " CHAMFER —� (4 SIDES) 3/4" �-- 1 1 /2" 8"x8"S4S x 4'-0" 500# MIN. TEST GALVANIZED CHAIN ANCHORED IN CONCRETE ANCHOR WITH 6"x3/8" STEEL ROD P ' Z0 P/ 4 4 4 4 P, 4 1 L 3"0 MIN. DRAIN PIPE 24' REMOVABLE BOLLARD 4" REMOVABLE B xrs DETAIL 5' 2.0% ' �\ \//\ 4 4 l 4- 4 .4 4 4 a - 4 4. . 4 -4 4 :4 . 4- 4 4 4 4 4. 4 - - 4 4 4: Q - 4 d 4 4. 4 \/\\/\\ ce�\ , \\ o ,\� ll 95% COMPACTED SUBG�RD€� MINIMUM 2" COMPACTED DEPTH CRUSHED SURFACING TOP COURSE 4" THICK SIDEWALK SECTION N TS COLD JOINT EXISTING CURB. (REPLACE EXISTING BROKEN SECTIONS OF EXTRUDED CURB AS NECESSARY). FACO1-0029 GRA01-0027 RECORD DRAWING CERTIFICATION PROJECT REF: THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S CONTRACTORS CONSTRUCTION RECORDS. ENGINEERING DIVISION RE(UIREMENTS. BY.. DATE: TITLE/POSITION: APPROVED BY: CONFIRMED BY CITY DATE: DATE APPROVED: RECORD DRAWING CERTTICATION PROJECT REF: THESE DRAWINGS CONFORM TO THE THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S CMTRACTORCONSTRUCTION RECORD& ENGINEERING DIVISION REQUIREMENTS. BY: DATE: 03 ` TITLE/POSITION: ,l 1�/SSsci' dt Af gpmiYED r.L142nn� �► J4 CONFIRMED BY CITY CIIJIiE: 3 DATE APNgIM pF w Sx`�o ADRANT THE SUPERMALL OF THE GREAT NORTHWEST SHEET "yerhaeuser Company ,t Plaza, Suite 500 C-6 N.E. 8th at U2th PLAN AND PROFILE, OUTFALL STA 0+00 TO STA 2+33.70 �SSIONAL P.O. Box 130 ° BellevueWA 9 , 8009 .aiA E T 6 OF 8 EXPIRES OB/Ol/03 pF '�` orb 4 of 9 . di) /7t73 P F 11 �6 -.7 _7 17 _ILL 1 gy X. {.r" iqi<swJR1i��Vs�°.."^.'a-w.v"r+�/�c�M,�`�f �AsJe jar>fA do "��� P-I r ♦♦♦ �♦� i �s+► - ;TEED TO LIMITS 5-40 t ON PLAN SEE St"ECS FOR SEED MIX INSTALL IMPORT TOPSOIL ABOVE GRASSPAVE2 MAT, SPREAD TO TOP OF GRA66PAVE2 GftASSPAVt2 MAT RAKE HYDROGROW CRYSTALS INTO CRUSHED ROCK a 10 LBS. PER 1000 S.F. , c�v ff 111=1 I —111=1 7I i I=1 11=1 11=1 11=1 11=11 I� e,/S" MINUS CRU•vNED ROCK, INSTALL IN LIFTS OF 4" OR LESS, COMPACT TO W% GOP IPACT E TO 95*/- GRA55PAVE2 / HYDROGROW 5Y: INv15I5LE STRICTURES, INC. GOLDEN, CO 1- 233-1'510 WA&SPAVE2 DETAILS NTS i T OEM R71,1114 I& .pow41 ZVI � . ..�t,� �.>'� �► ►.,yy♦n`�r �� �~°��+R:� � +mow♦+��*♦�w�►�/�� WA ,cam#� "w*j, r4l T, AWN ofo,- 45" i1p, a 1w ZZ911 �E�r��►)Powl !l3�J I -yi e r is+r r�+ +♦++♦♦+4q♦+♦+♦�A-Aw 4♦ 7MOM rww ♦ "�`-' � s -: �'`I#i,4#1 w� *�+RFC ��i+i. .,.,���' s� �►r• ��ia sO�� � swrr �.�:�_� a:! lA::.-'f.:1! � � A �. t • s�e�►ecc��r���;�os -------------------------t------1 18ffpo _ Q V 29 49 60' NORTH SCALE 1 "= 20"-0" NOTES: 1. ALL GROLINDCOVER TO BE PLANTED AT - SPACING (TRb4►1I PER O.C. SPACING ON PLANS zroN GROUNDCOVER TM �— BACK OF CURB OR BED LINE GROUNDCOVER PLANTING DETAILS NTS WETFOND LAN1D5CAFE 5CHEDULE SYMBOL QTY 50TAINICAL NAME DECIDUOUS TREES COMMON NAME SIZE / CONDITION -ACER RUBRUM 'RE0 SN5ET' RED SUNSET MAPLE 1-1/2" CAL., FULL AND BUSHY, 5RANCHED, NURSERY GROWN -ACER CIRCINATU"( VINE MAPLE 1-1/2" CAL., FULL AND BUSHY, PRANCHED, 00_.., 4 ►ACER CI5INATU'1 VIi E MAPLE NURSERY GROWN 2 GAL. CONT., 36" HT., D, NURSERY GROIN EVEEN TREES + 5 -PSEU0OT5UGA MENZIE611 DOUG FIR 4-6' HT., FULL AND BUSHY 2 'P5EUDOT5UGA MENZIESII DOUG FIR i GAL., 18"-21" HT. NURSERY GROWN ■ 5 -THUJA PL ICATA WESTERN RED CEDAR 4'6' HT., FULL AND BUSHY 4 -THUJA PLICATA SHRUBS WESTERN RED CEDAR I GAL", 18"-21" HT. NURSERY GROWN - - 0 29 -PR>4US L. 'OTTO LUYKEN' OTTO LUYKEN LAUREL 2 GAL., CONT, 18"-24" HT., NURSERY GROWN 8 'RHODODENDRON 'SCINTILLATION' SCINTILLATION RHOOMENORON @C 26 -CORN.lS STOLONIFERA REDTws DOGWOOD ® 42 'MAHONIA AQUIFOLIUM OREGON GRAPE 20 'R18E5 SANGUINEUM RED FLOWERING CURRANT ® 20 'SALIX PICA ALASKA 5LUE WILLOW // 15 -CEANOTHU5 VELUTINU5 SNOWBRl1SH 26 -SYMPFORICARPO5 ALMS SNOWBERRY 23 -MYRICA CALIFORNICA PACIFIC WAX MYRTLE 4 -PHYSOCARF'U5 CAPITATU5 PACIFIC NINEBARK ® 50 OSMAREA BURKWOODII OSMAREA O4 AMELANCHIER ALNIFOLIA 5ERVICE5ERRY e 19 -AR13UTU5 UNEDO STRAW5ERRY THEE -�- 6 CLEMATIS ARMANDII EVERGREEN CLEMATIS 1 GAL. POT, MIN" 2-3` HT., 12-15" SFWAD, FULL AND BUSHY, NURSERY GROUN. NATIVE GROUNDCOVER MIX (40%) GAULTI-ARIA SHALLOT 5ALAL I GAL. * 36" O.C", TRIA GULAR SPACING, (40%) MAHONIA REPENS CREEPING OREGON GRAPE INSTALL THROUGHOUT AREA SHOWN, (20%) POLYSTICHUM MUNITUM SWORE) FERN INCLUDING UNDER TREES AND 54RU85, MIN. 36" FROM TRUNKS. WETPOND SEED MIX 12-4-8 +250 LBSIACRE (40%) TRITICUM AESTIVUM X ELYTRIGIA ELONGATA (3M-) BROMUS MARGINATUS EN (STERILE WHEATGRA55) (25%) ELYMU5 GLAUCU5 MT" (5%) FESTUCA OVINA 5LUE WILDRYE SHEEP FESCUE LAWN SEED MIX SEE SPECS SEEDED LAWN SEED TO LIMIT OF D15TUR13ANCE GRASSPA.fJ/`HY0`ROGROWSEE DETAIL E, THIS SHEET JSEEDED LAID! RANT AT SAME AS MILpsew III suftAp SPECIFIED M AX+4 FMISN CoRADE 8 t m or CANT. AS SPLCPIED PLANTM BACKFILL li1l�ll�fW-L VIK PLANMG DETAIL N P. DRIVEN . - E AAL SECURE TO TP&e CD LUITH (2) STRANDS RY- MAN* TAPE POfNT T•P OF STAKE • ujIND lctN[5+4 GRADE IM10ORT TOPSOIL (SEE a� A�ti�t MA-L BURLAP OFf TOP 1/3 is a—rs asyy az w � �6 OF ftOOT5ALL �i!' , il�il--I' i1!■�" ,a- PLANTING =1i .� rr-1 II-iI-1�Ir i UNDISTURBED OR COMPACTED '!•• ■ 15FMAK, UP SIDES AND 50TTOM PLANTING SPECIFICATIONS JOB COMMONS 1 INSPECTION: ALL PLANT MATERIAL AND FINISH GRADES ARE SUBJECT TO APPROVAL OF THE OWNER. REPAIR AND / OR REPLACE ITEMS AS DIRECTED BY OWNER AT NO ADDITIONAL C05T. 2 ' PROTECTION: SAVE AND PROTECT ALL SURROUNDING WORK. DO NOT PLANT UNTIL ALL OTHER CONSTRUCTION OPERATIONS HAVE BEEN COMPLETED. 3 REPAIR: DURING THE COURSE OF WORK, REPAIR ANY DAMAGE TO CURBS, PAVING, LIGHTING, AND STRUCTURES TO SATISFACTION OF OWNER, AT NO ADDITIONAL COST. 4 PREPARATION FOR PLANTING: ROTOTILL 2" OF COMPOST INTO EXISTING SOIL TO A MINIMUM DEPTH OF 12" IN ALL NEW PLANTING AND LAWN AREAS. REMOVE ALL ROCKS AND FOREIGN OBJECTS OVER 2" IN DIAMETER. 5 GUARANTEE/ MAINTENANCE: GUARANTEE ALL PLANT MATERIAL FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF THE JOB BY OWNER. MAINTAIN ALL PLANTING AREAS UNTIL FINAL ACCEPTANCE OF ENTIRE JOB. MATEMALS 1 PLANT MATERIALS: PLANTS SHALL BE WASHINGTON GRADE NO. 1, SIZE IN ACCORDANCE WITH AAN STANDARDS, HEALTHY, VIGOROUS, FREE FROM ALL DISEASE, PEST OR INJURY. DO NOT PRUNE OR TOP PRIOR TO DELIVERY TO SITE; B AND B INDICATES BALLED AND BURLAPPED; CONT. INDICATES CONTAINER. 2 COMPOST: FULLY COMPOSTED YARD WASTE AS APPROVED BY OWNER. 3 PLANTING BACKFILL (FOR ALL PLANT MATERIAL): AMENDED TOPSOIL AS SPECIFIED. 4 MULCH: 1-1/4" MINUS FIR OR HEMLOCK BARK, MAX, 20% FINES. 5 FERTILIZER: - TREES AND SHRUBS: AGRIFORM TABS; 4 PER TREE, 2 PER SHRUB, 1 PER GROUNDCOVER PLUS 4 OZ. TRANSPLANTER PER TREE, 2 OZ. PER SHRUB. SEEDED LAWN AREAS: FORMULA 12-4-8 WITH 30% OF MIX AS 38% UREAFORMALDEHYDE; APPLIED AT THE RATE OF 5 LBS. / 1000 SO. FT. PRIOR TO SEEDING. FOLLOW UP WITH SECOND FERTILIZATION PRIOR TO ACCEPTANCE. 6 LAWN SEED: 70% PERENNIAL RYE, 30% FINE FESCUE. CULTIVARS AS APPROVED. SEED AT THE RATE 8 LBS PER 1000 S.F. 7 HYDROMULCH: SELECT WOOD FIBER MULCH AND EMULSIFIER AS APPROVED. INSTALLATION 1 TREES: ARRANGE TREES ON SITE IN PROPOSED LOCATIONS FOR APPROVAL BY OWNER. EXCAVATE PIT AS PER DETAIL. ALL TREES AND SUPPORTS TO STAND VERTICAL. 2 SHRUBS: EXCAVATE SHRUB PITS TO AS SHOWN IN DETAIL. ADD FERTILIZER PRIOR TO BACKFILLING. TAKE CARE TO WATER THOROUGHLY AND PREVENT ROOT DAMAGE. PLANT SHRUBS AT SPACING INDICATED IN SCHEDULE OR SHOWN ON PLAN, EVENLY SPACED. 3 GROUNDCOVER: EXCAVATE PITS MIN. 3" BELOW AND TWICE THE ROOTBALL DIAMETER (APPROX. 14"). WATER THOROUGHLY AND TAKE CARE TO INSURE THAT ROOT CROWN IS AT PROPER GRADE AFTER MULCHING. MULCH ALL GROUNDCOVER AREAS TO A MINIMUM 2" COMPACTED DEPTH. 4 SEEDING: USING SPECIFIED MIX WITH HYDROMULCH, EMULSIFIER AND FERTILIZER. PROTECT AREAS FROM EROSION AND DAMAGE DURING ESTABLISHMENT PERIOD. PRIOR TO SEEDING, WATER AREA TO A MINIMUM DEPTH OF 6", RESEED ANY BARE AREAS OVER 3" SQUARE AND REPAIR ANY SETTLEMENT TO PROVIDE A FULL, EVEN, VIGOROUS STAND OF GRASS. CLEAN UP 1 CLEAN UP ALL LITTER, SOIL ON WALKS, CLIPPINGS, ETC., AND LEAVE SITE IN A SPOTLESS CONDITION. REMOVE FLAG LABELS FROM PLANT MATERIALS. 5CREENING CALCULATIONS REQUIRED FROFOSED NORTH SCREEN (125' LFJ SHRUBS 32 56 TREES 4 4 C1590 Dec.) EAST SCREEN (140' LF_) SHRUBS 35 41 TREES 5 -1 (42 /. Dec.) UJE5T SCREEN (150' LF.) 5HRU56 45 48 TREES 4o 6 (33% Dec.) 4 .r. swa s � •� .. . ,./