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01D1613
0 Fes- o z a cn F- z � o n 0 J 0 00 �z Q U V) 0 0 F- J m <r z CDQ ry (D LLJ o �j J 0 U U z z c.� w 0 w I a w I Qz z j �¢ Q ry Q w !:D y Q w U <c r 0 w I U i X U Q v) m � F- w w CD <c w r)- m � 0 0 � Q � � J 1 w 2 w Q > X ME V) 0 0 ui L1_j CD N F- CXD W o M N0. LEGEND: LOT LINE 12"SD STORM DRAIN PIPE POWER AND CABLE WATERMAIN SEWER MAIN PROPOSED CONTOUR 80 SPOT ELEVATION CATCH BASIN SANITARY MANHOLE CAP UNDERGROUND PIPE WATER VALVE FIRE HYDRANT TRANSFORMER CHAIN LINK FENCE x x x SILT FENCE --X-X POWER POLE GREASE INTERCEPTOR CLEANOUT CENTERLINE SETTLEMENT PLATE DETAIL NUMBER 5 SHEET NUMBER C-11 CONTAINING DETAIL LIMIT OF GRINDING 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. EXISTING SD U W -- ---- SS --- 80 a N RE _)UPF..RMALL RINC: SW 1/4 SECTION 13, TOWNSHIP 21N, RANGE 4E, W.M. NW 1/4 SECTION 24, TOWNSHIP 21N, RANGE 4E, W.M. ABBREVIATIONS: ACP ASPHALT CONCRETE PAVEMENT SS ATB ASPHALT TREATED BASE STA BOT BOTTOM T CB CATCH BASIN TC CENTERLINE TYP CL CLASS VERT C.O.A. CITY OF AUBURN W COMP COMPRESSIVE W/ CONST CONSTRUCTION CSBC CRUSHED SURFACING BASE COURSE DTL,DET DETAIL 0 E EAST, EASTING WSDOT EA EACH ELEV ELEVATION ENT ENTRANCE STD EP EDGE OF PAVEMENT EX,EXIST EXISTING TESC FF FINISHED FLOOR G GAS HORIZ. HORIZONTAL IE INVERT ELEVATION L LENGTH, LINE LF LINEAR FEET LT LEFT MH MANHOLE MIN MINIMUM N NORTH, NORTHING NTS NOT TO SCALE P POWER POC POINT OF CONNECTION PVC POLYVINYL CHLORIDE/POINT OF VERTICAL CURVATURE PVI POINT OF VERTICAL INFLECTION PVMT PAVEMENT PVT POINT OF VERTICAL TANGENCY R RADIUS RT RIGHT S SOUTH SD STORM DRAIN SDMH STORM DRAIN MANHOLE 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. 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. TRAFFIC CONTROL AND STREET MAINTENENCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APROVAL OF THE COTY OF AUBURN. 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. 8. 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). 01-12-99 ADB MRS RJL REVISED PER ACT III 7 REVISIONS DRAWN BY DESIGNED BY REB DTM CHECKED BY APPROVED BY MRS RJL DATE NOVEMBER 30, 1998 03-22-99 CK MRS RJL PER CITY COMMENTS &10REVISIONS 04-19-99 DTM MRS RJL APPROVED FOR CONSTRUCTION J 0 B No.: 98200.1 DATE BY CHID. APPR. REVISION CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 S C A LE: AS SHOWN SANITARY SEWER STATION TELEPHONE TOP OF CURB TYPICAL VERTICAL WATER, WEST WITH AT DIAMETER WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD TEMPORARY EROSION/SEDIMENT CONTROL 9. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE -CONSTRUCTION MEETING. 10. 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. 11. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF 5 FEET. 12.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. 13. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES WITHOUT ADDING NEW SECTIONS. 14. 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. 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 00°14'30" 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 47°24'14"; THENCE NORTH 47038'44" 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 47°24'14"; THENCE SOUTH 00'14'30" EAST 1146.49 FEET TO SAID SOUTH LINE OF LOT L; THENCE NORTH 89°19'52" 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 89045'30" EAST 40.00 FEET ALONG SAID SOUTH LINE TO THE EAST LINE OF SAID VACATED INDUSTRY DRIVE S.W.; THENCE NORTH 00°14'30" WEST 260.58 FEET ALONG SAID EAST LINE TO SAID SOUTH LINE OF LOT L; THENCE SOUTH 89°19'52" 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. 15. ALL CONNECTIONS OF SDR 35 PVC PIPE TO MANHOLES SHALL BE MADE BY USING AC OR GPK MANHOLE ADAPTORS OR APPROVED EQUAL. 16. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'-6" FOR SDR 35 PIPE. 17. 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. 18. 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. 19. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NO. GEPT-1, GEPT-2 AND GEPT-3 FOR CONSTRUCTION PROCEDURE. 20. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE CLASS "A" BANK RUN GRAVEL, MODIFIED BY THE CITY OF AUBURN. 21. 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. 22. 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. s LWA EIS OUADRANT Consulting Engineers _ A Weyerhaeuser Company 1201 Third Avenue, Suite 900 uadrant Plaza, Suite 500 Seattle. Washington 98101 N.E. 8th at 112th (206) 622-5822 Fax (206) 622-8130 �ss oNAL E�P.O. Box 130 EXPIRES 8/1/99 Bellevue, WA 98009 MAIN ST PROJECT 181 LOCATION z 2 am 18 16 can Q �-- V) z cr_ co OfU m SUPERMALL �- Q 15TH ST SW CONSTRUCTION CITY LIMITS BOUNDARY BLVD ENTRANCE _ 4 VICINITY MAP SITE DATA SITE AREA EXISTING ZONING EXISTING USE PROPOSED USE BENCHMARK 1.97 AC. C-3 (HEAVY COMMERCIAL) 2-LANE ROAD 3-LANE ROAD 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. SITE ADDRESS SUPERMALL DRIVE AUBURN, WA. 98001 DRAWING INDEX SHEET N0. DRAWING TITLE C-1 COVER SHEET C-2 CHANNELIZATION AND SIGNAGE PLAN C-3 PAVING AND GRINDING PLAN C-4 GRADING, DRAINAGE AND UTILITY PLAN C-5 SECTIONS AND DETAILS GRA 0002-99 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH RECORD DRAWING CERIIFICATON THE CITY OF AUBURN ENGINEERING DIVISION'S THESE DRAWINGS CONFORM TO THE CONTRACTOR'S REQUIREMENTS. c>A-m CON :Z�RECORDS. 4/ZI (CM BY: APPROVED BY: _ StXXo DATE: �� S-�rd/ TITLE/POSITION AA SOceir_a DATE APPROVED: ��30%5 S CONFIRMED BY CITY: DATE: THE SUPERMALL OF THE GREAT NORTHWEST SUPERMALL - RING ROAD REVISIONS COVER SHEET C� Fo7 01DI613 SHEET C-1 SHEET 1 OF 5 V F 0t)t P, Mlt_ i Ai Iv g A LOT 3 9 X\ LOT 2 CD f + + C,4 + i 'I 1 15' WATERLINE EASEMENT C"i + I LO < fo i t --i PER REC. NO. 9802051375 cn✓ CD PARKING LOT 13 1 � 1, ".�q rt-- i J Ick D Lj rZi ii F o\ 0,941 J" RLfNE 14 0 C W t -w P, R J "0 Q FE 20' NON -EXCLUSIVE STOP SIGN R1_1 (30"X30") �2 CD M A s 5 Z� 7 N" 4f T\? /f " CONSTRUCTIO N J) N_3J f4XIST CURB UTILITY EASEMENT PER SPL0005-98 LANE REDUCTION SIGN W4,-_2 (36"X36")4 uj C) ul_ 7 1 N TO BE REMOVED PRIVATE Ld 2 7' —7 — 777=777 7, 7 w 41 1 q 1 EL 10 -,0,/ 011 7 7 55 :F !M��7=7 -7- R AD 64+00 - ------- if o i 6+00 cl) C) ;z �5 M __j ram 1 AWAr 'o qI 41c L 44 .. .... ... . .... ... J 14 - - __ w g i J,l j ACCESS 7 _Oc, w S �EA, ME + StA 5441.24 C14 4 7_� _Z�� I J AC. jNEMA U car cL -NEW CURB 'ATE R/W 10' NON-EXCLUSIVE X CONMUCTION -EXIST CURB Z Ln LLJ J APPROACH i 300' (MAX.) 300' (MAX.) 300' (MAX.) UTILITY EASEMENT PER SPL0005-98 al B TO BE REMOVED 'Ik TYPE 2 LEFT CD o C) V) Lj_j cr STA 52+89 A I TURN ARROWS (TYP.) I % C.O.A. STD TRLM-2 LOT 1 CD __j I LLJ - 1 C) > — - Uj CD cm U_ I < 3: M _6 END DOUBLE SOLID re) = - _ __j ck� CD V) Uj 2 cr- cl- I + YELLOW TAPERS (1.0' C4 Ln LT, 11.�RT) I L.Li C) C.0 BEGIN TWO-WAY LEFT TURN 5+18,r4,1112.4' LT L_j L.Li cl- cn co (1.01T, & 11.0' RT) STA 51+23 BEGIN DOUBLE SOLID YELLOW, 31" IN SIDEW LK + C4 V) C) C) cm �3 Uj cn M C4 Cn C:) >< + L.J (D cm Cn L1_j M LLJ c_) V) LLJ > XTAPER 29:1)(6.0' RT) MATCH EXIST n L-i C/ _j x, F— 3""CASEMENT �T POR "IdN OF ACCESS 30' -UJTLITY� EASEMENT REC�.__M. 9508302014 12 WIDE NON-EXCLUSIVE UTILITY AND PEDESTRIAN EASEMENT cr) C) 1519 PER REC. NO. 98 0205 10' NON-EXCLUSIVE _J 10')r NON-EXCLUSIVE UTILITY EASEMENT "t (MAY BE RELOCATED IN THE FUTURE BY MUTUAL CONSENT OF THE OWNER AND THE CITY OF AUBURN PLAN NOTES: UTILITY EASEMENT cf) 1. RELOCATE SIGNS ER CITY OF AUBURN STD. PLAN TRSP-1, SCALE: HORIZ. 1' 50' (2 FEET LT FROMIFACE OF CURB). If M M CL c-,j rn cz) Ill cr� O n C� cl- clf cn LLJ ck� :2i I < LI-i I Of n (D >< GRA 0002-99 >4 THESE PLANS ARE "APPROVED" FOR CONFORMANCE WITH RECORD DRAWING CERTIRCAJION C:) =D THE CITY OF AUBURN ENGINEERING DIVISION'S THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CD :�� Mi - REQUIREMENTS. C STRUCTI RECORDS. BY. V) >< APPROVED BY: DATE: M DATE APPROVED: TITLE/POSITION c Z-1 a /57 C) CONFIRMED BY CITY- DATE: L_J 01-12-99 ADB MRS RJL REVISED PER ACT 111 7 REVISIONS DRAWN BY DESIGNED REB DTM BY 1. LEI WA UADRANT THE SUPER SHEET eA_ CALL 2 WORKING DAYS REVISIONS rj OF THE GREAT NORTHWEST CHECKED BY APPROVED B Y L_J a_ Orf 03-22-99 CK MRS RJL PER CITY COMMENTS 10\ BEFORE YOU DIG P f f A Weyerhaeuser Company >< Of 04-19-99 DTM MRS RJL APPROVED FOR CONSTRUCTION MRS RJL 11-800-424-5555 11 Consulting Engineers 1201 Third Avenue. Suite 900 Quadrant Plan, Suite 0 SUPERMALL RING ROAD REVISIONS �, DATE 24089 N.E.8th lUth C - 2 M cll� NOVEMBER 30,1998 Seattle. 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L EI WA 0 ADRANT SHEET 2 WORKING DAYS MRS RJL � REVISIONS PER CITY COMMENTS Z10 O:f LLJ cl- LU = ::� ;ALL BEFORE YOU DIG r� 41 �, �, V Ili A Weyerhaeuser Company ED B Y 04-19-99 DTM MRS RJL APPROVED FOR CONSTRUCTION SUPERMAU - RING ROO REVISIONS - = U-) — V) >< ME MRS RJL 1 1-800--424-555§) Consulting Engineers In-, Quadrant Plam Suite W - — cn DATE 1201 Third Avenue, Suite 900 C -3 zuz 6 CD NOVEMBER 30, 1998 Seattle, Washington 98101 � 110, 2 1 4 8 � IST N.E. 8th at 112th &-i LLJ [- M CD ---D CN 00 a-) c�i L_ ill S C A L E: (206) 622-5822 Fax (206) 622-8130 IONAL P.O. Box 130 PAVING AND GRINDING PlAN 1 c) =1 —><I Of NO. I DATE I BY I CHID. I APPR. , REVISION J 0 B No. : 98200.5 I I AS SHOWN I Beflevue, WA 98009 ___ - __ I I F-1 RPRE 8/1/99 i [w� �- ( � I 1"N Qc�07 01 D h� 13 O o z ry w cn z ry o w 0 J O � O � Z U cf) O I— m ¢ Z CD ¢ CK O 3�: �-- w O > —I 0 I 0 I z i z w i w w � ¢ I z c-D z � z ¢ ¢ cl- ry w � J ¢ w ry ¢ h; U n, ¢ n 0 i r I = m J � > z U � J z � � W I J LLJ w X M CD ¢ ¢ z z w m =D � O w J J w ¢ Z � N W � �cn w � o 0 CN rw- o °° w o a' Of z x ....._ t 4 GRADING AND EROSION CONTROL NOTES: 1. WITHIN THE CITY OF AUBURN, ALL REQUIRED RETENTION OR DETENTION, SEDIMENTATION AND EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATIQN 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 DRAINAGE WAYS. 2. THE DETENTION, SEDIMENTATION (RETENTION IF INFILTRATION SYSTEM IS USED) AND EROSION CONTROL FACILITIES DEPICTED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICI- PATED SITE CONDITIONS. ADDITIONAL DRAINAGE AND EROSION CONTROL FACILITIES MAY BE REQUIRED AS SITUATIONS WARRANT. THE IMPLEMENT- ATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO THESE CONTROL SYSTEM SHAL BE RESPONSIBILITY OF THE PERMITTEE. 3. 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. 2. 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 NONPHOSPHOROUS FERTILIZER. 1 01-12-99 ADB MRS RJL REVISED PER ACT III 7 REVISIONS DRAWN BY DESIGNED BY REB DTM CHECKED BY APPROVED BY MRS RJL DATE NOVEMBER 30, 1998 2 03-22-99 CK MRS RJL PER CITY COMMENTS 10 REVISIONS 04-19-99 DTM MRS RJL APPROVED FOR CONSTRUCTION J 0 B No.: 98200.1 NO. DATE BY CHID. APPR. REVISION r-r- o `)-7 eA PI A KI SCALE: HORIZ. 1" = 50' D. SEEDING - APPLY THE FOLLOWING MIXTURE TO THE PREPARED SEED BED AT A RATE OF 120 POUNDS/ACRE: NAME RED TOP (AGROSTIS ALBA) PROPORTIONS PERCENT PERCENT BY WEIGHT PURITY GERMINATION 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 FERTILIZER MIXTURES, MAY ALSO BE USED. CONSTRUCTION SEOUENCE: 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 FABRIC UNDER CB GRATES AS SHOWN ON PLANS. 90 4. INSTALL TESC FACILITIES. 80 5. BEGIN AND COMPLETE DEMOLITION. 6. INSTALL NEW SD LINES. 90 7. GRADE AND PAVE SITE IN ACCORDANCE WITH THE PLANS. 8. HYDROSEED ALL DISTURBED AND GRADED AREAS UPON COMPLETEION SEED -MULCH- OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN. 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. CONSTRUCTION NOTES: U RELOCATE EXISTING LUMINAIRE PER C.O.A. STD TRSL-1. (3.08' RT CLEARANCE FROM FACE OF CURB). O NOT USED U3 NOT USED ® PROVIDE 30" SD STUBOUT IE=78.00 TO EXTEND 5' FROM BACK OF SIDEWALK. U5 PROVIDE 12" SD STUBOUT TO EXTEND 5' FROM BACK OF CURB AT 1. 00%. © REMOVE EXISTING CB AND TIE TO NEW CB. U7 CONSTRUCT WHEELCHAIR RAMP PER C.O.A. STD. STSW-4. REMOVE AND REPAIR PAVEMENT AS REQUIRED. ® INSTALL TRASH RACK/HEADWALL PER C. 0. A. STD. DETAIL SS TR-1. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SCALE: AS SHOWN 9. 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. 10. REMOVE TESC FACILITIES UPON FINAL SITE STABILIZATION AND APPROVAL FROM THE CITY OF AUBURN OFFICAL. 11. ALL WORK WITHIN PUBLIC RIGHT OF WAY SHALL BE LIMITED TO 15 DAYS. STORM DRAINAGE COORDINATES # NORTHING FASTING O 756.382 2121.303 O 1527.024 2077.863 O 923.465 2085.133 4 756.182 2085.795 MOTP EARTHWORK QUANTITIES CUT = 500 CF FILL = 7,400 CF F_ w w Z �� VT) 1 w Z V I— Q Q I— V , F— w w I-- w Z J U F_ Q c� GRA 0002-99 THESE PLANS ARE"APPROVED" FOR CONFORMANCE WITH RECORD DRAWING CERTIFICATION LEGEND' THE CITY OF AUBURN ENGINEERING DIVISION'S THESE DRAWINGS CONFORM TO THE CONTRACTOR'S REQUIREMENTS. ONSTRUCTI RECORDS. --'vvwvv- FLOW LINE ��441[C19 BY. APPROVED BY: �,Pivyr,r� ��L�FXO DATE: TITLE/POSI110N DATE APPROVED: CONFIRMED BY CITY: DATE: 1 LEIS OUADRANT THE SUPERMALL OF THE GREAT NORTHWEST SHEET WA Sx�'�' Consulting Engineers Cj A We Company 1201 Third Avenue. Suite 900 Quadrant Plaza, Suite 500 SUPERMAU - RING ROAD REVISIONS Seattle. Washington 98101 Ago ��G 40 EgN.E. 8th at 112th C-4 (206) 622-5822 Fax (206) 622-8130 ��rS10NAL EP.O. Box 130 EXPIRES 8/1/99 Bellevue, WA 98009 GRADING, DRAINAGE AND UTILITY PLAN SHEET 4 0 F 5 Q9o� o�Q/3 O O Z_ Q Q I— Z_ CL C-D Q J O � O � Z Q V Cn cm O J m z - J C.a Q O �9-- f— W_ O n i ", CD Z Q Z C� N W W Q Q C� Z_ Q � JX 0 w v � Q � m =D 0 0 � � I � J w J J <C m Q Q I w m o � I O z o 0 N cn IW— © 00 W O 0'� Q Z X l" I" 0"�-