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HomeMy WebLinkAbout05D1833COVER SHEET CONSTRUCTION SEQUENCE 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 2. FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PLANS. 3. TIME LIMIT APPLIES TO ANY WORK PERFORMED IN THE CITY OF AUBURN ROW. CONTRACTOR TO COORDINATE WITH CITY OFFICIAL FOR TIMING OF ANY CONSTRUCTION WITHIN ROW. 4. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. 5. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. 6. MAINTAIN E.S.C. FACILITIES AS REQUIRED. 7. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. 8. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES, INCLUDING DUST CONTROL, SHALL BE PROVIDED AFTER FILL OPERATIONS ARE COMPLETED. 9. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL, DO NOT CONVEY SEDIMENT -LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SEDIMENTATION CONTROL FACILITIES CAN REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY OFFICIAL. 10. INSTALL UTILITIES PER APPROVED PLANS. 11. PROVIDE CATCH BASIN PROTECTION ON ALL NEWLY INSTALLED CATCH BASINS. 12. FINE GRADE SITE AND PREPARE FOR PAVEMENT. 13. FINALIZE UTILITY AND PAVING CONSTRUCTION AND CLEAN ALL UTILITIES AS REQUIRED. 14. INSTALL LANDSCAPING AND LIGHTING PER APPROVED PLANS. 15. COMPLETE INSPECTION/ PUNCHLIST LEGEND: PROPOSED TYPE II CATCH BASIN PROPOSED TYPE I CATCH BASIN EXISTING TYPE II CATCH BASIN EXISTING TYPE I CATCH BASIN PROPOSED STORM DRAINAGE LINE EXISTING STORM DRAINAGE LINE PROPOSED SANITARY SEWER LINE PROPOSED SANITARY SEWER CLEANOUT EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING WATERMAIN EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATERMAIN PROPOSED FIRE HYDRANT PROPOSED WATER VALVE PROPOSED WATER METER PROPOSED SPOT ELEVATIONS EXISTING SPOT ELEVATIONS EXISTING CONTOURS PROPOSED ASPHALT PAVEMENT PROPOSED ASPHALT OVERLAY PROPOSED ASPHALT GRINDING TO ACHIEVE 2" MIN. OVERLAY PROPOSED CONCRETE ----------------------- ^�� CITY OF 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 WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2002/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS 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 EXTEND 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 APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR THE THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY OF 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 CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S RECORD CONSTRUCTION DOCUMENT" HANDOUT. SPECIAL CONDITIONS NOTES: 1. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF THE BUILDING OFFICIAL, SUCH SCHEDULE IS NOT WARRANTED: FROM APRIL 1 TO SEPTEMBER 30, ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY MEASURES. 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. 2. 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. THESE ACTIONS WILL BE GOVERNED AND DIRECTED BY THE BUILDING OFFICIAL. 3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE CONDITION. THIS ACTION WILL BE GOVERNED AND DIRECTED BY THE CITY OFFICIAL. 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS IN ADVANCE OF THE TIME WORK WILL BE PERFORMED ON SATURDAYS, SUNDAYS, HOLIDAYS, OR OTHER THAN NORMAL WORKING HOURS. 5. ALL DENUDED AREAS OF THE ENTIRE SITE SHALL BE HYDROSEEDED AND MULCHED IMMEDIATELY, AS DIRECTED BY THE CITY IN ACCORDANCE WITH THE FOLLOWING CRITERIA: A. FOR SLOPES WITH A STEEPNESS LESS THAN OR EQUAL TO ONE UNIT VERTICAL TO ONE UNIT HORIZONTAL (1 /1) PROVIDE HYDROSEEDING AND STRAW MULCHING IN THE MINIMUM AMOUNT OF 2 TONS PER ACRE (APPROXIMATELY 2 INCHES THICK). (REFER TO CONSTRUCTION SEQUENCE FOR PERIMETER BERM ESTABILIZATION CRITERIA). B. FOR SLOPES WITH A STEEPNESS BETWEEN ONE UNIT VERTICAL TO ONE UNIT HORIZONTAL (1 /1) AND TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2/1) PROVIDE HYDROSEEDING AND INSTALL AND PIN WOVEN STRAW BLANKETS PER THE MANUFACTURER RECOMMENDATIONS. C. FOR SLOPES WITH A STEEPNESS EXCEEDING TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2/1) DO NOT HYDROSEED, BUT INSTALL CLEAR PLASTIC SHEETING WHICH SHALL HAVE A MINIMUM THICKNESS OF 6 MIL AND MEET THE REQUIREMENTS OF WSDOT/APWA SECTION 9-14.5. D. THE PLASTIC COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN THE FULL LENGTH OF THE SHEETING WITH 1 FOOT MINIMUM OVERLAP OF ALL SEAMS. SEAMS SHOULD THEN BE ROLLED AND EITHER STAKED OR TIED. 6. MINIMUM COVER OVER WATERLINES SHALL BE 42 INCHES. APPLE AMERICAN GROUP CONTACT: BRAD PETTINGER ADDRESS: 1601 EAST VALLEY ROAD RENTON, WA 98055 PHONE: (425) 254-9449 ENGINEER: BARGHAUSEN CONSULTING ENGINEERS, INC. CONTACT: JASON G. HUBBELL, P.E. ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 PHONE: (425) 251-6222 M SIT x rn " Q Ld "1 OTH c IL 0 z 4V z a VICINITY MAP 8TH ST. IN.E. SURVEY DATA VERTICAL DATUM: CITY OF AUBURN (NGVD 29) w Vi O q NOT TO SCALE BENCHMARK: BM-26U ELEVATION = 65.89 TOP OF BRASS CAP ® CENTERLINE OF INTERSECTION OF 15th ST N.E. WITH 'D' ST N.E. BASIS OF BEARING: PLAT OF "RPM -AUBURN" AS RECORDED IN VOLUME 126 OF PLATS ON PAGE 84 AND 85 LEGAL DESCRIPTION THAT PORTION OF LOTS E-1 AND E-2, CITY OF AUBURN LOT LINE ADJUSTMENT NO. LLA-01-0029, RECORDED UNDER RECORDING NO. 20011025002135, RECORDS OF KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT E-1; THENCE SOUTH 00'48'02" WEST, 214.49 FEET ALONG THE WEST LINE OF SAID LOTS E-1 AND E-2; THENCE SOUTH 89' 19' 36" EAST, 159. 46 FEET; THENCE NORTH 00' 40' 24" EAST, 18.00 FEET; THENCE SOUTH 89' 19' 36" EAST, 147.74 FEET TO EAST LINE OF SAID LOT E-2; THENCE NORTH 00'40'24" EAST, 191.56 FEET ALONG THE EAST LINE OF SAID LOTS E-2 AND E-1 TO THE NORTHEAST CORNER OF SAID LOT E-1; THENCE ALONG THE NORTH LINE OF SAID LOT E-1; NORTH 89'29'17" WEST, 150.02 FEET TO AN ANGLE POINT IN SAID LINE; THENCE CONTINUING ALONG SAID NORTH LINE NORTH 00'40'24" EAST, 5.80 FEET TO AN ANGLE POINT IN SAID LINE; THENCE CONTINUING ALONG SAID NORTH LINE NORTH 89'29'17" WEST, 156.71 FEET TO THE POINT OF BEGINNING; TOGETHER WITH AND SUBJECT TO GRANT OF EASEMENTS AND RIGHT OF FIRST REFUSAL AGREEMENT RECORDED UNDER KING COUNTY RECORDING NO. 20000107001187; TOGETHER WITH AND SUBJECT TO MUTUAL GRANT OF EASEMENTS RECORDED UNDER KING COUNTY RECORDING NO. 20010220000114; TOGETHER WITH AND SUBJECT TO DECLARATION OF RECIPROCAL EASEMENTS AND CONSTRUCTION AND OPERATION RESTRICTIONS RECORDED UNDER KING COUNTY RECORDING NO. 9903153029 AND BY AMENDMENTS AND/OR MODIFICATIONS RECORDED UNDER KING COUNTY RECORDING NOS. 9903182005, 19990727001282, 20000107001185, 20000107001186, AND 20011130001385; SUBJECT TO AVIGATION EASEMENT RECORDED UNDER KING COUNTY RECORDING NO. 8001290526. SITE DATA SURVEYOR ZONE: C1/LIGHT COMMERCIAL BARGHAUSEN CONSULTING ENGINEERS, INC. CONTACT: DENNIS SALTYS, P.L.S. SITE ADDRESS: ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 SOUTH OF S.W. CORNER OF 'D' STREET N.E. PHONE: (425) 251-6222 AND 15TH STREET N.E. IN AUBURN WASHINGTON CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7050 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. C1 OF 4 COVER SHEET C2 OF 4 GRADING AND STORM DRAINAGE PLAN C3 OF 4 SANITARY SEWER AND WATERMAIN EXTENSION PLAN C4 OF 4 SITE PLAN J. ?c47 V) r 0 aZ w w w :q W O O O o U U U U �.. ? iU U U U �WwWW Q0000 w w w w 4zfn !n fn N 0.W x x W X: X: Cox x x x C9 0 w C9 Y Y U W W J J \o 0 0 0 �o N� N No c (bN \\ O �! h d- K) N .- o z i Record Drawing Certification These drawing / Infoi to the Contractor's construction records. / By Date' CALL BEFORE YOU DIG: ,� Title/Position 1-800-424-5555 Confirmed by Clty. Date UTILITY CONFLICT NOTE: PROJECT REF. FAC04-0026 CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH These plans are approved for conformance with the City of OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE Auburn's Engineering Division requirements. UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY / VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE l PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. Approved By: IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH Date Approved.• l2'vog CONSTRUCTION. O LL W U Q J C!) H W111 W Q J 0- a� M Q 0 0 �a 0 � C�°C0 Z W00 (3) U J Q FE Q W > Z Q � O J Q W Z W O a Qr O� GUY y�Q Q� �F WAS �_A 0 38950 �nF�s o / S T E AL EXPIRES 12-30-04 c 'per o U ® N II � z U V9 O ; x x ® x I 0 N c m NT o rn = V) Uj 00 z5; Of o gV) w a` Z x Q o� zw I -'-I N g z QIn O N CV N 00 � z- ® 0) tN0 0000 �z N Q I I Zw 3.,Ln U-) CDZ LO nN w > Y a�i a�� 0 tV) a� E +- z m o r r v)11 r U 0SD1833 EX. EXTRUDED CURB — TO BE REMOVED TO INSTALL NEW ENTRANCE 0 0 00 0 00 O Op a�0 O o 0 0 0 0 �i q- GUY 7. 'PSG,�j WAS111 12" SUBGRADE COMPACTED TO 95% ] Ln „ 3RaV.;n - Q-- N ass,/ONA��G�� TYPICAL PAVING SECTION F EXPIRES 12-30-04 1 1-9- NOT TO SCALE CONTRACTOR HAS:,THE OPTION OF USING AN ATB BASE DURING WINTER CONSTRUCTION. z E u 0 z (1 2" PVC N", L 'w8 "3 (12 PVC. S) E..-5&28 (STUB Wr _ Ln N = m X tA1 O 0 U Q 0 O S �1 11 " J. L z O z w a N g V) Ln w �a 00 1 2 �8 w g� o I-O N N Z AL LAW Q O CV 00 � � o JCPIRE8:1 z — o 0 00 N f- > cv » " C9% rn c0 00 Of z N I I wW o � Q z r In Lo 0 Z " Ln N N z— .-..-. w Record Drawing Certification � w N N 0= Y�� 0V) 0 0 These drawings confo t the Contractor's construction records. 3 By Date e✓L� `� �w�� �, sd• Title/Position Confirmed by Clty: Date w Z 0 A`' PROJECT REFAC04-002REF-/yzi�ofl �y �► N�J� .� f � � O� � i These plans are approved for conformance with the City of Auburn s Engineering Division requirements. � o CD Approved By: z Date Approved: -0 /N� a V �; vA �L 5 SANITARY SEWER AND WATERMAIN EXTENSION PLAN ky 9ACK IN THE r. J.:M 609... 09 <111 BOX .! LOT p 3.7tih PARKING,.iI..lf 3 -57 E. °+,. 7�., t'`� _,F .....s _ II E".,':.. 1 E C II II II i p L III ... ................ �'j�`� � ,,y y� Ii I III, II '.I I - �� I, RI �= 633 ,S� " ..� II III �y IT-1 I j iI Ey 1"l Et". N) ti 'Ii II 1 li : L..'i II II ice____ _ _ >__--_-_ I____--_- --------------------------- ----- _.. .__. --------------nT- .. .. .. - �.��.17*11 �1�• I �1„` III . u „ ,, I I I 1 -- -All I I I -------------------------- ----- -------------- -------------------------------------------------- \---------------------------------'-`----------_ -- III --- - 'tti ' I I II I i II I II I II I II - - - _ _ _ _ --- ---- -- ------ --- GREASE TRAP ------ ----- ------------- ------ IIIIII ,�/I ------------ --------------------------------- --- I I I III, I ------ --------------- _ -===a==------- ---_----------------,-------------- Tom- �I 1 11 I 1 11 I, TOP 6'f VERT = 65.36 I 11 I I III III I � I II I REA E T P I II 1 II, = 6.9 'I I "PV W = 0.3/ II I I I I OP 6 VER T= 6 3/ illI € I OP LL R. 65. 6 NEW SSMH TYPE 1- ' I III III I I REA TR P :X:...... I II III I �fN= 6.90 609--61 MATE) SIGN`, II' Ex. III I; 6 PVC E= 62.73 1 �, RIM= 66.8/ ,. III SAWCUT NM SSCO TOP 6 VET. R= 65.3�t ' � IE=5&Ei8 58.6/ (6 E _ , :I. 111 LI1iE I /E = 58. 77 (6 "' W) I I (PER C.O.A. STD. DTL. SEWER-02) �N► 39Cp y____u; t X. LO 'E'S RIM=fr7�ft 66.62 (PER C.O.A. ST "DTL. SEWER II PARKING LOT I'll I IE=61.5 RIM=6;4-1 / 146 LF 6" SDR-35 SS 0 2.0% 7"- 57 LF 6" SDR-35 SS 0 2.2% MIN. 'K I III I II I III I II II II II I II II I II I II OW I I I' I I µ I II I II III I II I II IE=58.0 I I I II I II I II I II I III I II I II I II --_ 11 29 LF 6" SDR-35 EW 3 000 O Eki III , III !f• I III I .: I III SS • Ijrr I I I II I II I, I ESIGN BY ME HANK L ENGI EER - ,� v� III NEW CON( I II IIIF IM=67.5 I II I =62.8 6" IN a a < -----3 a II I GUTTER Al IL I c J III I . Q p a . °. 4; I -Q.7 (6" OUT) .d CUT EX. II II 1 14 � THE NEAR III II 'll I 1 I I I II I I I II II 1 I II I I t'. ........... II LF 6 SDR 35 SS 0 2.0 MIN. I II 4 LF 6 SDR-35 SS • 2.0% MIN. ` C I ° a PROPOSED I NEW IE= 3.0 _ PER C.O.A. STD. D L. S ER-02 %' ° SEE MECHANICAL DWGS 'BUILDING ( APPLEBEE S .r RIM=6�3 66. /9 FOR BUILDING C NECTION IE=62.74 a a a a CCs FF 67.7 II i 4 LF 6" SDR-35 SS 2.0% MIN. II fir a _ ..... IE=63.° II SEEMECHANICAL DWGS II 2wu 6" SDR-35 SS ®2.OR PI. FOR BUILDING CONNECTION II I II III , I II II , I JI I I I II III I I II II I I II I I I II III I I II I I I II II I I II II I I I III II I II 11 I , II II II I I II II I 1 II II I I II II I I II I I I II ,I I III III 11j ' I II I, I CONTRACTOR TO FIELD LOCATE AND VERIFY--\ VERTICAL AND HORIZONTAL LOCATION OF EXISTING WATERMAIN PRIOR TO ANY CONSTRUCTION. REMOVE EX. PLUG AND BLOWOFF ASSEMBLY. NOTIFY ENGINEER OF ANY DISCREPANCIES. ._ I II 11 I I II I' I I II II I I II I, I I II I, I I I III II I II II I 1 n II I I II II I I II I II II I I II Ij I I II I I I II II I I II 11 I I II II I , II II I II I I, I I 11 I II I II I II I 11 I I1 I II I 11 I II I 11 I 11 I 11 I 11 I 11 I I� I PREVENTING REVERSE FLOW: PRIOR TO BEGINNING THE WATER MAIN INSTALLATION THE CONTRACTOR SHALL PREPARE A PLAN SHOWING THE INTENDED METHOD, IN DETAIL, THAT WILL BE INCORPORATED TO INSURE THE PREVENTION OF REVERSE FLOWS FROM ENTERING THE EXISTING DISTRIBUTION SYSTEM. THE PLAN SHALL MEET THE REQUIREMENT OF WAC 246-299-490. THE CONTRACTOR SHALL CONSIDER THIS PLAN AS A SUBMITTAL, AND SUBMIT IT PER THE SPECIFICATIONS PROVIDED IN SECTION 1-06 (SUBMITTALS). THE ENGINEER MUST APPROVE THIS PLAN PRIOR TO THE CONTRACTOR STARTING WORK ON THE WATER MAIN. 5>: LF 6" SDR-3$ SS ®2.OR MIN. ALLY -1 " 90' BEND �J) ON . BLOCKIN'E C.O.A STD. L. W TER-01) 3 o �M rAI..L- - 1-12 TEE MJxFL) 1-12" PLUG(MA _ JCONC. BLOCKING _ (PER C.O.A. STD. DTL. WATER-01) M INSTA 1-12" 6" TEE (MJxF ) 1-6" GATE VALVE (F MJ) 33 LF 6" D.I. EXTENSION 1-5 1 4" MVO F.H. ASSY 1 LF 1 " D.I. PER o .�^w AD. DTI.. WX JI�FUTURE WATERLINE T 3 (PER C.O.A. STD. DTL. SEWER- RIM=6q-& 66.35 IE=63.26 i 10 LF FIRELINE 1-DDCVA FOR FIRELINEA. EX. SIGN NEW 15' WIDE WATERMAIN EASEMENT 1-DCVA FOR DOMESTIC LIN IN MECHANICAL ROOM , DESIGN BY MECHANICAL ENGINEER 1-12"x-" TEE (MJxFL) 1--" GATE VALVE (FLxMJ) C5'?Z l CONC. BLOCKING (PER C.O.A. STD. DTL. WATER-01) WITH 2" SERVICE LINE (PER C.O.A. STD. DTL. WATER-14) BACKFLOW PREVENTION DEVICES SHALL MEET THE FOLLOWING REQUIREMENTS 1. INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES SHALL COMPLY WITH THE CITY'S TECHNICAL MEMO INSTALLATION REQUIREMENTS FOR BACKFLOW PREVENTION ASSEMBLIES. 2. INSTALLATION OF BACKFLOW PREVENTION ASSEMBLIES WILL REQUIRE A BACKFLOW ASSEMBLY PLUMBING PERMIT. 3. BACKFLOW PREVENTION ASSEMBLIES SHALL BE ON THE CURRENT WASHINGTON STATE DEPARTEMENT OF HEALTH LIST OF APPROVED BACKFLOW ASSEMBLIES. 4. BACKFLOW PREVENTION ASSEMBLIES SHALL BE TESTED BY A STATE CERTIFIED BACKFLOW ASSEMBLY TESTER AND INSPECTED BY A CITY OF AUBURN CROSS CONNECTION CONTROL SPECIALIST. 5. PRIOR TO INSTALLATION, BACKFLOW PREVENTION ASSEMBLY PLANS SHALL BE SUBMITTED TO THE CITY FOR APPROVAL BY A CROSS CONNECTION CONTROL SPECIALIST. II I II I n1 If I II I dl I II 1 II I II I 1( I II I II I SAWCUT 'I II I II I II I II I LINE .a •.. I I I I I I II I II I II I II I II I II I II I II I II I II I II I NEW CON( II I II I GUTTER AI II CUT EX. III II I II I II II I THE NEAR III I II II 'IqI II I r ...... II I > X. S GN = II I �l II I II I N N II I i II I p p r I /rl II rrin I 1, YI pn1 h rll � - -- II � II II II II II II II II II II II II II O II II II II II II II II II II II L IDEWALK ALK AT JOINT 'w■ w/ I 1 II I II I II I II I II a I III I II I II W III 2 I III II II II II I II I II III I II Z III I II I II Q I III I II III I II wZi III II I II I II I III I II I II I II III I II II I II III I ' I II III S 111 I II ROAb k NALK AT JOINT 3 �I wl 3 I 6 IE;2,33 { ` ' CONC. IEe .43(0041c. EX- I HYDRANT I I ASPHAL I EXISTING SECTION) En Cn ZZZZ o m 0 0 0 0 U U U U of W W W W �a.n- n- a QW W W W N N N N in Zxxxx n �xxxx U Y ]I! Q O O Q O Ib o M N co 0 h M N Z FIRE SPRINKLER NOTE: SPRINKLER SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS: A. FIRE LINE TO BE SIZED BY FIRE PROTECTION ENGINEER. B. BACKFLOW PROTECTION IS REQUIRED ON FIRE SPRINKLER LINES. C. A SEPARATE DETAILED PLAN OF THE UNDERGROUND FIRE SPRINKLER SHALL BE APPROVED BY THE FIRE MARSHALL AND INSTALLED BY A WASHINGTON STATE CERTIFIED LEVEL "U" CONTRACTOR IN ACCORDANCE WITH WAD 212-80-010. A POST INDICATOR VALVE WILL BE INSTALLED ON THE SPRINKLER LINE TO ISOLATE THE SYSTEM FROM THE CITY'S WATER SYSTEM WHEN REQUIRED FOR REPAIR. MINIMUM WIDTH FOR PAVEMENT PATCH IS 6'. RESTORATION SHALL MATCH EXISTING. (PER C.O.A. DETAIL TRAFFIC-02) CONTRACTOR TO FIELD LOCATE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING SANITARY SEWER PRIOR TO ANY CONSTRUCTION. PRIOR TO CONTRACTOR MAKING CONNECTION, COORDINATE WITH IINSPECTOR FOR FITTINGS AS REQUIRED. I MINIMUM WIDTH FOR PAVEMENT PATCH IS 6'. RESTORATION SHALL MATCH EXISTING. (PER C.O.A. DETAIL TRAFFIC-02) I I CONTRACTOR TO FIELD LOCATE AND VERIFY VERTICAL AND HORIZONTAL LOCATION OF EXISTING WATERMAIN PRIOR TO ANY CONSTRUCTION. NOTIFY ENGINEER OF ANY DISCREPANCIES. L MTALL• 1-12"x12" TAPPING TEE (MJxFL) )G I 1-12-CONC. 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I 1 � 1 I I I 1 o t t I I 1- I � I 1 i I i 1 1 1 1 I _______________ I I I 1 \ x \ 1 I ----------------------------------------------------L---- -------------- S 4 6//8/0 12/20/04 BW KEH ✓6N I JGH 416H I JGH PER ASBUKT REV. I REVISED PER CITY REVIEW COMMENTS 3 11/23/04 KEH JGH JGH REVISED PER CITY REVIEW COMMENTS 2 11/12/04 JLC KEH JGH REMISED PER CITY REVIEW COMMENTS 1 hO/26/04 JLC JGH JGH REVISED PER CITY REVIEW COMMENTS No. I Date By Ckd. Appr. Revision II' APPLE AMERICAN GROUP SITE PLAN 1601 EAST VALLEY ROAD RENTON WA 98055 APPLEBEE'S AUBURN MARKETPLACE 7 -r � F L ,�, rj r I t4 6-1 1 ' F. 4 ,? y -FLA� 'N' C'® S . _' 1: V S. V I iaiiii2ia INS �i"Po60VANt4 HAMf✓ Pit- 5-1011 p I H to ti 6c;qTor- fA,. K,� • f I r4 *� b ► . G�Ar�A� PA1:,15� �4►NvKt-`�Pf�I"SS 4t LIIiGIN�fiIt,4 Mvl-ri q�_y► !, ,� d �, a >.I � u � P� � � 1 f. L � � ®r1- �-,� � W K � rl I- a � � o L S 6•� �•. LIL-f ®r IW VA� pj b,AG�. ram, M�HH Y6'*1'N �►K� V I t� u K I4 U M 6 U I>A v t {7 1 d y4A � 04 10• N+jr..w F o O GA L.L p P-1 11=, .-174Au&1 1A- f .A�'��f► � �r l�A �., dl ORK"t It �- II Nat• �bA1.1 �8►NisSGr�t +G1� y M A H fa. M ,% X I & I IC g 1 4-f4 T,F, fig ®� A & trt P eM V-t4T or r- 111R I "V r i _ Nit- �► . � � � p h t� t;. Iil a �. tri � ti�IG ri.+�j► PAS V_ s Record Drawing Certification PROJECT REF - These plans are approved for conformance with the City of These drawings conform to the Contractor's construction records, Auburn's E�g requirements. By Date Title/Position Approved By. _ Confirmed by Clty.• Date Date Approved.. o® I �i 1 & Ba This document, and pions, specifications, and other information contained therin, ore the exclusive property of APPLEBEE•S INTERNATIONAL, INC. These documents are delivered and accepted by you in trust and on the expressed condition that neither these documents or the information contained therin will be copied, reproduced, or delivered to others, except copies stomped 'CONFIDENTIAL — NOT FOR CONSTRUCTION/PROPERTY OF APPLESEE'S INTERNATIONAL, INC.' No reproducible copies (sepias) shall be distributed without the express written consent of APPLEBEE'S INTERNATIONAL, INC. The design represented by these documents and pions Is the exclusive property, design, and concepts of APPLEBEE'S INTERNATIONAL, INC. and may not be used or copied without the express written consent of APPLEBEE'S INTERNATIONAI, INC. These documents and all copies will be returned to APPLESEE'S INTERNATIONAL, INC. upon its request. APPLEBEE'S INTERNATIONAL, INC. I> TLS 'To -Go' Proto - 198 0 1440 IDI STREET NE t AUBURN, WASHINGTON 90001 ' H_A RV EY .1AY ARCHITECT 933 LEE ROAD, FIRST FLOOR, ORLANDO, FLORQA Telephone 407.645.5008 Fax 407.6nA40 project no.C2004.0066 REVIEW bid date: 09/03/2004 reoistow 9 i OSD / COVER SHEET 16TH ST CONSTRUCTION SEQUENCE 1. SCHEDULE AND ATTEND PRE -CONSTRUCTION MEETING WITH CITY OF AUBURN OFFICIALS. 2. FLAG ALL CLEARING AND GRADING LIMITS FOR PROJECT AS SHOWN ON THE PLANS. 3. CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN. 4. INSTALL TEMPORARY FILTER FABRIC FENCE AS SHOWN ON PLANS. 5. CONSTRUCT INTERCEPTOR DITCHES WHERE SHOWN. 6. INSTALL HAYBALES AND FILTER FABRIC AS SHOWN ON PLANS. 7. PROTECT ALL PROPERTIES ADJACENT TO THE PROJECT FROM SEDIMENT DEPOSITION. 8. NO RUNOFF IS TO LEAVE SITE WITHOUT TREATMENT. 9. CLEAR AND GRADE SITE AMEND E.S.C. FACILITIES AS REQUIRED. 10. WHEREVER CONSTRUCTION VEHICLES ACCESS ROUTE CROSSES PAVED ROADS, CARE MUST BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT (MUD) ONTO THE PAVED ROAD. IF SEDIMENT IS TRANSPORTED ONTO PAVED SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY. 11. WITH EACH LAYER OF FILL MATERIAL, INTERCEPTOR DITCHES AND T.E.S.C. FACILITIES MUST BE GRADED AND MAINTAINED TO PROVIDE POSITIVE SLOPE FOR DRAINAGE TO DISCHARGE POINT. 12. ALL DISTURBED AREAS AND EXISTING DITCHES WHICH HAVE BEEN EFFECTED BY GRADING OPERATION SHALL BE HYDROSEEDED UPON COMPLETION OF GRADING ACTIVITIES AND IN ACCORDANCE WITH GRADING AND TEMPORARY EROSION AND SEDIMENTATION CONTROL NOTES. 13. CONTINUOUS MAINTENANCE AND UPGRADE OF T.E.S.C. MEASURES, INCLUDING DUST CONTROL, SHALL BE PROVIDED AFTER FILL OPERATIONS ARE COMPLETED. 14. MAINTAIN E.S.C. FACILITIES UNTIL ALL RISK OF EROSION/SEDIMENTATION DRAINAGE HAS PASSED AND PERMANENT STORM DRAINAGE SYSTEM IS INSTALLED AND FUNCTIONAL. DO NOT CONVEY SEDIMENT -LADEN WATER INTO STORM DRAINAGE SYSTEM. TEMPORARY EROSION & SEDIMENTATION CONTROL FACILITIES CAN REMOVED ONLY UPON FINAL SITE STABILIZATION AND APPROVAL FROM CITY OFFICIAL. T. EXISTING TYPE II CATCH BASIN EXISTING TYPE I CATCH BASIN EXISTING STORM DRAINAGE LINE EXISTING SANITARY SEWER MANHOLE EXISTING SANITARY SEWER LINE EXISTING WATERMAIN EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED SPOT ELEVATIONS EXISTING SPOT ELEVATIONS EXISTING CONTOURS FILTER FABRIC FENCE TEMPORARY CONSTRUCTION ENTRANCE FLOW ARROW TEMPORARY DRAINAGE DITCH LIMITS OF CLEARING ----------------------- CITY OF 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 WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS 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 EXTEND 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 APPROPRIATE OFF-PEAK HOURS OR ALTERNATE ROUTES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR THE THE START OF WORK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY OF 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 CIVIL ENGINEER. 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S RECORD CONSTRUCTION DOCUMENT" HANDOUT. Ir...................... , I NI 111 III �3 4'jj III IN It I I III .yri dL S.:r 0 I II i [ .........i....... II III �� �� � • I ; I 1, � :. I N I � I III +aksa I" e ° III ,I II III I .......................!...... II I I i I II; V 7 N s� Il j H I {NI III XI I IE I NI III NI APPLEBEE'S RESTAURANT FF = 67.711 I I IN I, � I SPECIAL CONDITIONS NOTES: OWNER: APPLE AGROUP 1. DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE CONTACTT:: BBRRADD TINGER FOLLOWING SCHEDULE OR EXCEPTED IN THE FIELD WHEN IN THE JUDGEMENT OF ADDRESS: 1601 EASPETT VALLEY ROAD EA THE BUILDING OFFICIAL, SUCH SCHEDULE IS NOT WARRANTED: RENTON, WA 98055 FROM APRIL 1 TO SEPTEMBER 30, ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED PHONE: (425) 254-9449 AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED WITHIN 10 DAYS. FROM OCTOBER 1 TO MARCH 31, ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED IMMEDIATELY USING PERMANENT OR TEMPORARY ENGINEER: MEASURES. 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 BARGHAUSEN CONSULTING ENGINEERS, INC. LESS THAN 5,000 SQUARE FEET THAT WILL REMAIN UNWORKED FOR MORE THAN SEVEN CONTACT: JASON G. HUBBELL, P.E. DAYS SHALL BE STABILIZED IMMEDIATELY. ADDRESS: 18215 72ND AVENUE SOUTH KENT, WA 98032 2. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE PHONE: (425) 251-6222 DUST EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY, TO REMOVE MUD DEPOSITED PROJECT AS RESULT OFEACTIVITY. THESE ACTIONS WILL BE GOVERNED ANDDIRECTED BYTHEBUILDING OFFICIAL. SURVEYOR 3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON SITE BARGHAUSEN CONSULTING ENGINEERS, INC. CONDITION. THIS ACTION WILL BE GOVERNED AND DIRECTED BY THE CITY CONTACT: DENNIS SALTYS, P.L.S. OFFICIAL. ADDRESS: 18215 72ND AVENUE SOUTH 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER 48 HOURS IN ADVANCE OF THE TIME KENT, WA 98032 WORK WILL BE PERFORMED ON SATURDAYS, SUNDAYS, HOLIDAYS, OR OTHER THAN PHONE: (425) 251-6222 NORMAL WORKING HOURS. 5. ALL DENUDED AREAS OF THE ENTIRE SITE SHALL BE HYDROSEEDED AND MULCHED IMMEDIATELY, AS DIRECTED BY THE CITY IN ACCORDANCE WITH THE FOLLOWING CRITERIA: A. FOR SLOPES WITH A STEEPNESS LESS THAN OR EQUAL TO ONE UNIT VERTICAL TO ONE EARTHWORK QUANITIES UNIT HORIZONTAL (1/1) PROVIDE HYDROSEEDING AND STRAW MULCHING IN THE MINIMUM AMOUNT OF 2 TONS PER ACRE (APPROXIMATELY 2 INCHES THICK). (REFER ON -SITE CUT. 100 CY TO CONSTRUCTION SEQUENCE FOR PERIMETER BERM ESTABILIZATION CRITERIA). B. FOR SLOPES WITH A STEEPNESS BETWEEN ONE UNIT VERTICAL TO ONE UNIT ON -SITE FILL:100 CY HORIZONTAL (1 /1) AND TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2/1) PROVIDE HYDROSEEDING AND INSTALL AND PIN WOVEN STRAW BLANKETS PER THE IMPORT. 5,000 CY MANUFACTURER RECOMMENDATIONS. C. FOR SLOPES WITH A STEEPNESS EXCEEDING TWO UNITS VERTICAL TO ONE UNIT HORIZONTAL (2/1) DO NOT HYDROSEED, BUT INSTALL CLEAR PLASTIC SHEETING WHICH SHALL HAVE A MINIMUM THICKNESS OF 6 MIL AND MEET THE REQUIREMENTS OF WSDOT/APWA SECTION 9-14.5. D. THE PLASTIC COVERING SHALL BE INSTALLED AND MAINTAINED TIGHTLY IN PLACE BY USING SANDBAGS OR TIRES ON ROPES WITH A MAXIMUM 10-FOOT GRID SPACING IN ALL DIRECTIONS. ALL SEAMS SHALL BE TAPED OR WEIGHTED DOWN THE FULL LENGTH OF THE SHEETING WITH 1 FOOT MINIMUM OVERLAP OF ALL SEAMS. SEAMS SHOULD THEN BE ROLLED AND EITHER STAKED OR TIED. 6. MINIMUM COVER OVER WATERLINES SHALL BE 42 INCHES. CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY, PURSUANT TO WAC 332-120. APPLICATIONS MUST BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES, OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT (206) 902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES PUBLIC LAND SURVEY OFFICE 1111 WASHINGTON STREET S.E. P.O. BOX 47060 OLYMPIA, WASHINGTON 98504-7060 UPON COMPLETION OF CONSTRUCTION, ALL MONUMENTS DISPLACED, REMOVED, OR DESTROYED SHALL BE REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CONTRACTOR, PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. t1 OTH CL 3E 43 z d O N V CO VICINITY MAP SURVEY DATA VERTICAL DATUM: CITY OF AUBURN (NGVD 29) Ift NOT TO SCALE BENCHMARK: BM-26U ELEVATION = 65.89 TOP OF BRASS CAP 0 CENTERLINE OF INTERSECTION OF 15th ST N.E. WITH 'D' ST N.E. C O BASIS OF BEARING: PLAT OF "RPM -AUBURN" AS RECORDED IN VOLUME 126 OF PLATS ON PAGE 84 AND 85 LEGAL DESCRIPTION 00 PORTION OF TAX LOT NO. 072105-9054 ALL THAT CERTAIN REAL PROPERTY SITUATE IN THE CITY OF AUBURN, KING COUNTY, STATE OF WASHINGTON, BEING A PORTION OF THE C N SOUTHWEST QUARTER OF SECTION 7, TOWNSHIP 21 NORTH, RANGE 5 EAST, WILLAMETTE MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF LOT 1 OF AUBURN SHORT PLAT NO. SPL 00-0010, RECORDED UNDER KING COUNTY RECORDING NO. 20010116001279, BEING THE TRUE POINT OF BEGINNING OF THE HEREIN -DESCRIBED PARCEL OF LAND; THENCE, ALONG THE WESTERLY 0 RIGHT-OF-WAY LINE OF "D" STREET N.E., PARALLEL WITH AND 30.00 FEET WEST FROM THE CENTERLINE OF "D" STREET N.E., SOUTH 00' 40' 24" WEST 140.00 FEET, TO THE SOUTHEAST CORNER OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE, LEAVING SAID WESTERLY RIGHT-OF-WAY LINE, NORTH 89' 11' 58" WEST 307.05 FEET, TO THE SOUTHWEST CORNER OF THE HEREIN DESCRIBED PARCEL OF LAND; THENCE, ALONG THE EAST LINE OF LOT 2 OF SAID AUBURN SHORT PLAT NO. 00-0010, NORTH 00' 48' 02" EAST 144.25 FEET, TO THE NORTHWEST CORNER OF THE HEREIN -DESCRIBED PARCEL OF LAND; THENCE, ALONG THE NORTH LINE OF SAID LOT 1 OF AUBURN SHORT PLAT NO. SPL 00-0010 THE FOLLOWING COURSES: 1) SOUTH 89' 29' 17" EAST 156.71 FEET; 2) SOUTH 00' 40' 24" WEST 5.80 FEET; 3) SOUTH 89' 29' 17" EAST 150.02 FEET, TO THE TRUE POINT OF BEGINNING. TOGETHER WITH AND SUBJECT TO EASEMENTS FOR ACCESS, DRAINAGE, AND UTILITIES, AS DESCRIBED INKING COUNTY RECORDING NO. 9903153029 - "DECLARATION OF RECIPROCAL EASEMENTS'. ALSO KNOWN AS LOT E-1, CITY OF AUBURN LOT LINE ADJUSTMENT NO. LLA-01-0029, RECORDED UNDER RECORDING NO. 20011025002135, RECORDS OF KING COUNTY, WASHINGTON. %A I V.-DATA ZONE Ct/1J0W COMMERCIAL SITE ADDRESS: SOUTH OF S.W. CORNER OF 'D' STREET N.E. AND 15TH STREET N.E. IN AUBURN WASHINGTON INDEX OF SHEETS: T1 OF 2 COVER SHEET T2 OF 2 TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN T3 OF 3 T.E.S.C. SITE SECTIONS Record Drawing Certification R -R U These drawings conform to the Contractor's construction records. By Date CALL BEFORE YOU DIG: Title/Position 1-800-424-5555 Confirmed by Clty: Date UTILITY CONFLICT NOTE: PROJECT REF.' GRA 04-0028 9 CAUTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH These plans are approved for conformance with the City of OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE Auburn s Engineering Division requirements. UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE ® 1-800-424-5555 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. Approved By. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH Date Approved.• CONSTRUCTION. W U Q J ♦/i I- W Ne W Q J OL Z M Q 0 O � 0 Z Wco 4) Q Z Q ♦ ) O W W W .Aj 0- -r-- (:) cc CL Q (O r- e,t� GUY y�e W P5 DF A S,y1 6 �P �p ,p 38950 F01 (z, �Fs S T -/ SIONA L E��J�/Qf/ 12 N EXPIRES 12-30-04 v � 5i o o N II v z �+ `o x > Ljr) _ N x x o� �7 0� vX o o t 0- o � 0 a- p N = C9 U z> O z LIJ V) �zN LLJ x Q CL 0 t-- W o Z W N z Z Q r) N N 00 N Z� o 0 r- rn co ao � z N I I Q T r- 3:: ww z N U-)'n E5z o N Z CV N = 0 0 z t o .0 v> > a� / 833 PF �\v`\ .� I`� car ( 0 06Z 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 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 DRAINAGE WAYS. 2. THE DETENTION, 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 PERMITTEE. 3. THE DETENTION CONTROL POND SHALL REMAIN IN PLACE UNTIL THE PERMANENT STORM SYSTEM IS IN PLACE AND OPERATIONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY OF AUBURN. 5. ALL AREAS OF ACTIVE EARTHWORK WHICH HAVE THE POTENTIAL FOR EROSION AND SEDIMENTATION IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE: FROM APRIL 1 TO SEPTEMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS, SHALL BE STABILIZED WITHIN 10 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 7 DAYS SHALL BE STABILIZED IMMEDIATELY. HYDROSEED MIX SPECIFICATION: MOISTURE SPECIES COMMON NAME PERCENT CONDITION BY WEIGHT VERY MOIST AGROSOTIS TENUIS COLONIAL BENTGRASS 50 FESTUCA RUBA RED FESCUE 10 ALOPOCURIS PRATENSIS MEADOW FOXTAIL 40 MOIST FESTUCA ARUNDINACEA MEADOW FESCUE 70 AGROSOTIS TENUIS COLONIAL BENTGRASS 15 ALOPECURUS PRATENSIS MEADOW FOXTAIL 10 TRIFOLUIM HYBRIDUM WHITE CLOVER 5 MOIST -DRY AGROSOTIS TENUIS COLONIAL BENTGRASS 10 FESTUCA RUBA RED FESCUE 40 LOLIUM MULTIFLORUM ANNUAL RYEGRASS 40 TRIFOLIUM REPENS WHITE CLOVER 10 APPLICATION RATE: HYDROSEED 0 60 LBS./ACRE TEMPORARY "W DITCH X-SECT. AT ROAD CROSSINGS NOT TO SCALE TEMPORARY EROSION /SEDIMENTATION CONTROL PLAN x , r PAR N(,- i-. ,�• EX, JACK 12 THE........A EX. aJfYf II I x...... E. +hFt�D`:5 1 j BOX PARKING LOT W= }i+37 IE 57.70 :G�;: PR' �5 7.:°'1 _ � S: �/ II II II jj S00�40"24� t,f4 lvt�,......... [:....62.08 1: 2* CO qC. N" ..K.� II i.3i3i..:ll'I nre F i yy l iE.� •�+.�.4 � i. UO VC. E�} a, II II t it =------------------- �- -_-_ ____________ __________ �_ II �__. ............. ..... W..m....._....__ ..�..........�.._..._... � �t.� II ii - -- --- , � - � £P` 15M _... _ S 89 29 - „ - _ a---- -- - ---------------------------- EX, CB -�\ I I I ^3 J r f` i1 Iv I r' PIIy1,0 } PROVE CB PROTEC110N CM) /f 11:=63,8 4 I _ _ ` _ _ _nk- �,r (PER CITY OF AUBURN _ . - -_ - _ C EAFING ULM DETAIL EROSION-04) - , - ------------------------ -- ---------t--- - - --- I„ I r�E CO PROTECTK)N---------------------- - ------------- ------ ----_-------------------------------- --------- ---- - l�-� 11 ;I �I I I I II IIII II II II I I MAIL R CITY OF AUBURN 64.1 EROSION-04) I1 I ^^..-^-_•-.-r'1 j I I I I I .. �� ... �� ....Y� ... f� ... ... ... � ... �� ... Fr_ ... fir_ . f� ... .. rei ... Sri ....�� � • • j rj��, ^ '` I I I /''`1 r.. ✓. I II III C II I �''.-_• ���' �-'A; j� II II II 3 64.'*. II j i I II II I I II II I � TEMPORARY 'V' DITCH WIROCK CHECK DAMS SILT FENCE (PER CITY OF AUBURN STD. DETAIL EROSION-05) (PER CITY ; AUBURN STD. DETAIL EROSION-02) *-• I �y >., t....... EX. I � tte�Y E.. 4, PAKiN.,3 I_CR. 11 I� 64.5 I OMTION OF FLOW (TYP) (j II Si3 ,III ,.� II 11 III II I I >:II 75.5 r 76.5 ` I II III I I I I I I ,:i II I i�i11 t� I I II rl I III II II I I TEMPORARY SEDUENT TRAP IE=63.7 W ;88. � 7 { II I II I RIP RAP PAD MIN. TOP EL=65.7 MAX W.S. EL=64.7 11 III SEDIMENT EL=63.7" ;; I I MIN. BOTTOM EL=62.2 T3 3:1 1.5:1 1.5:1 PROPOSED, APPLEBEE S BUILDING II I IE=63.66 W RIP RAP PAD FF=67.7 • 31 # MDE 0B MOTECTM SURCHARGE EL=75.7 i (PER CITY OF AUBURN DETAIL EROSION-04) II III 20 LF 12 TEMP. SD 0 0.25% II IE=63.7 W I_ 111 I II RIP RAP PAD I II E'w IE 163.61 IE=63.8 W II RIP RAP PAD x ' I III li I O I II II I I I - II I I III O J�0 75.5 76.5 II O O O 0 0 0 O O O � � LO T ilakm t �./ I � - O 0 0 00 0 0 0 54.7 II I I II I I II I V O O 000 0 OO O O� II I II I O O O O O O O 1 II nI 0 0 II I u P \I i:.n, 1), WTEMP. �f Wf� -rll _I w- - CITY OF AUBURN STD. DETAIL EROSION-01) IE=63.9 W/ V-DffCM CROGIM11 II RIP RAP PAD (PER DETAIL THIS SHEET) C I II I� II I II I �, }r.._ EXLZ II III it i II e: s II I it 1 u l I II L, I II � 11 I I II , I n It I I11 ;l1 II / 64.5 II II I I II II I II III F�� IK.} o t _ d 64.3 • I "� ....Ife� ....IF�..r:� ... ��11.� .. ... �� ... r� ....�� ... � ... f� ... ... . f� ... aI�•�� ....F+�� ... �F� ... !/" /:� (-. TEMPORARY 'V' DITCH W/ROCK CHECK DAMS �>N� I I L II III II 1 (PER CITY OF AUBURN STD. DETAIL EROSION-05) W m 0 I I CLEAMIlIG LIMITS I II I II II ; III �� I fry I I I_ I II III II TEMPORARY SILT FENCE , , �} f�sl I (PER CITY OF AUBURN STD. DETAIL EROSI N-02) 0 II �I II I II II � II �I I I CONTRACTOR TO HAVE STREET CLEANER DURING REMOVAL OF MATERIAL FROM THE EXISTING BUILDING TO PREVENT SEDIMENT FROM ENTERING STORM SYSTEM OR PUBLIC ROADWAY. R it III I II 1 4-._, I f. I III EX.. CB RIM=65.48 }_ 1E.-152.33 \ .2" CONC. 62.43 412" C�NC, flaLVE '� III II I I II vv I I I I I I II I II I I II II II In I III I II I II rr N li III I � III III � I II III I II I III I II I II I II i I II i I III III # I II E I II ! I III CO��A■ III I I II 1 I II a � III I II lu W I III I T III i III ! I II t I II D III I J III Q III OLU Z a I 111 I IIr I II; I II? I II� I I� I I I III I II I II III I II I III I II I II I II I II A I 1 I II I I I I II I II I II I III I II I II III I II III I II I II I II I II I II I II I II II I II I I I II II I II III I II II �I III I II x III I I, I I y III . Yg• II II I I I II I II I II I II E:(. HYDRANT � X;C k - z 0 Q Z W � 2 > o W U � W Z Q Z a J LLI W W W CO) 0 W a o O W W Z 0- Z 0 a: = � L ap� Q a:`/ a O a ♦1 M LLI a 2 �� m N \� � 6W 1- 0 61 a Q Da O LO 0 Z W 0) U a a Z a C W W Z ^I (L _ O MWM a: ar CO 0� GUY WASy� o z $ 38950 N �STEvkC`G\��� � UNAL 2" EXPIRES 12-30-04 $ LO 0 N '( v N L(j N I rn X o o0. 0 o v Q o .0 E V) U o N II ZD Z N U Z N a J LLj � Z Z W Li W N Z N Q I-) N N p C,4 00 Z Cn 00 tV r- Z CD 00 w W o$ CD N I I w ��LOU-) CDLd CD I - Lii U-) Record Drawing Certification 9 ONO w > 5 ai E ULn ~ a 0 These drawings conform to the Contractor's construction records. b . By Date �• III � Title/Position Confirmed by C/ty: Date w Sao .- t� �2 I zs o5/ �► ., IV PROJECT REF GRA 04-0028 These plans are approved for conformance with the City of� Auburn s Engineering Division requirements. �o�SJ C i Q% Approved dP/ �.a..--� �•�G App By: E Z m Date Approved.• - do