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HomeMy WebLinkAbout02D9999 y; 0 I _ = I -LOCATED IN THE NW 1 /4, SECTION 31 T21N, R5E, W.M. = = • 0 AUBURN, WASHINGTON I ��ti S. 277TH ST. = 0 / - 0.1.1114 \ \ _ `� SITE ' ", �� A = 03'11'33" _ 9 �' 'i \� R = 2708 600 16 _ _ R'D ST. NE ,j , \ a == : Z= J 1 \ ST. NE) °° \ S. 277TH STREET ( 52ND ^�1 o CASED �V, \ _ =000 \ W \ MONUMENTS V _ . _ \ 0 C-D CNJ rn -�� Y Z O CO R = 4954.04' elk 5 o - - - - _ _ VICINITY MAPw z EX. SDMH 1 CRECEIV-0) RETURNED -J Z o RIM = 47.33 „, 1 NTS F-- �___ SITE DATA: 3 2rn2 frI = W CD Z N 18" OUT (NE) IE = 38.92 _ _ - ��- SITE AREA: 33,469.14 SF 18' CONC. IN (S) IE = 38.92 \ _____ _�_T (0.77 ACRES) v c� \ ° \ �/ • 5' L/s n GRASS FIELD AUBURN E' iG. Div I o= 443052 - - MAIL BOX OWNER INFO :.v1ATION. ri �, R = 53.0' rim. . o = zoo AUTOMOTIVE EXPRESS C �i ao 1 = 41.18' 1 -CONC. I EX. SDMH 5148 AUBURN WAY NORTH J d- \. IIIIN LANDING RIM = 44.93 AUBURN, WA 98001 5 - Lo - ��� ► EL.=46.75 J I 36" CMP IN (S) IE = 38.10 - < \ ► ; EX. ELECTRICAL 1 ' PH: (253) 852-4706 �v ` METER i ( 6" PVC IN (SW) IE = 40.03 GENERAL PLAN NOTES FX: (253) 852-4739 �> i 8" PVC OUT (N) IE = 39.13 (PLUGGED) ' E X BUILDING EX. 6' EXTRUDE` 8" PVC TOP OVER-FLOW = 40.83 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S SURVEYOR I N O R M AT I O N: \ \ , . (2 STORY) F.F. = 46.75 CURB TO BE REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS, ANY Q ' REMOVED CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE TJC SURVEYING 1189 McKINLEY STREET \ �� + iLi OWNER, ENGINEER AND THE CITY. Z \ I ° 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON ENUMCLAW, WA. 98022cL \ \ �, �"" ,� FX: (360) 802-0652 m \ i 1 fin)'- r,, STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS . PH: (360) 802-2306 FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION), () \ .5.O' * EX. SDMH BY THE �� \ ,.\ 1./S _ ,, ' 4 '', MN ;-- EX. 6" EXTRUDED RIM = 42.72 SPECIFICATIONS(CATIONS MANUAL,SUPPLEMENTED THEO MODIFIED TANDARD CIONSTRUCOTIONTDETAILS LEGAL D ES C R�pT I O N: ILrJ \ '�\ CURB 36" CMP IN IE = 38.52 MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE THAT PORTION OF TRACT 31 OF WHITE RIVER VALLEY HOME TRACTS ACCORDING TO PLAT RECORDED as \+ i'� : 6' IN (SW) IE = 40.22 JOB SITE DURING CONSTRUCTION. IN VOLUME 13 OF PLATS 'kT PAGE(S) 17, IN KING COUNTY, WASHINGTON LYING NORTHEASTERLY OF �' EX. CONC. r_� • 3. APRE-CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO THE START OF + \ I f STATE ROAD No. 5; X \ \ /\ � \ \ WALK I ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253- W 931-3010 TO SCHEDULE A MEETING. EXCEPT THE NORTH 20 MIT THEREOF CONVEYED TO CITY OF AUBURN BY DEED RECORDED UNDER -i EX. 8" SSCO ,)---EX ASPHALT TRACT 32 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR RECORDING No. 83091906'8. (::::::::::) �I J TO REMAIN IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE \ \ \ j , WHITE RIVER VALLEY HOME TRACTSDRAWINGS. IT SHALL BE THE CONTRACTORS'S RESPONSIBILITY TO DETERMINEVERTICAL DA�� UM: \C...,,-- ve.. \ j VOLUME 13, PAGE 17 THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES AND \ \ EX. GRINDER THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. IDENTI- FICATION, LOCATION MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITIES ~L \`•�/L \ \\ \. \ - ----------'� + o OR UTILITIES, IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED Co BENCHMARK: �� �-- -.r- O \ °' o CODE OF WASHINGTON (RCW). PRIOR TO STARTING CONSTRUCTION, THE SITE T.B.M. = TOP Or S:" "SOT ON STREET LUMINARE AT THE SE CORNER OF THE INTERSECTION I- \ •.,. ` o �'� CONTRACTOR SHALL CALL ONE-CALL (1-800-424-5555) FOR UTILITY LOCATIONS OF AUBURN WAY NORTh' "dD S. 277TH STREET . \ \ \*- \ "' PROPOSED ECOLOGY (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION). ELEVATION = 47.68 FEE1 -_� �, - Qc. \ ,®1.: ammo - BLOCK RETAINING 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND SCHEDULE FOR ��- -�� m ---- ,-,..,,W."ram \ I WAIL u-� HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY OF APPROVAL. n^�' A�;.- F \ _ IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSELY IMPACT PARCEL I ,•J. m \% 0 LANDSCAPE -- I THE STREET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK 936000-0199 -,= m \ \ `STRIP/AREA HOURS OR ALTERNATE ROUTES. �l `" \ 8 { E . GRAVEL --� 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND LEGEND \ \ \ `� TO BE REMOVED THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS AND EQUIPMENT __--------V \ \ ` USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO DESCRIPTION NEW EXISTING (:::::::::::) EX. SDMH \ \ TRACT 31 THE CITY FOR INJURIES AND DAMAGES LTO CONTRACTORS PROPERTY SUFFERED BECAUSEAOFE FOR STORM SEWER SD SD- - RIM = 47.42 15" CONC. IN (S) IE = 39.62 ' R� � .11TE RIVER VALLEY HOME TRACT I EX. CONCRETE CONTRACTORS OPERERATIONS OR NEGLIGENCE CONNECTED WITH THEM. SANITARY SEWER -- -- - - -SS- -- - -18" CONC. OUT (N) IE = 39.62 \ VOLUME 13, PAGE 17 ECOLOGY BLOCK 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES SHALL BE WATER \; __- - - W - - - \ �, RETAINNING WALL DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED PROFESSIONAL CIVIL + TO BE REMOVED ENGINEER. GAS LINE - -- G - - - \ \ \ \ 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO FIRE HYDRANT I. THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. WATER VALVE ZEE] z \ \ \ \\ , �� WATER METER ® Q CATCH BASIN ■ J ", j TO BE REMOVED CONSTRUCTION SEQUENCE CATCH BASIN PROTECTIO 1 (:) 55 R� 1. ATTEND PRECONSTRUCTION MEETING WITH THE CITY OF AUBURN. STORM MANHOLE Q 0 W `k 2. INSTALL FILTER FABRIC FENCING AND INLET PROTECTION PER SHEET G2. SEWER MANHOLE 0 \ ` 3. REMOVE EXISTING "UNAUTHORIZED FILL" PER PLANS. EXTRUDED CURB -1 ----\ I 4. GRADE SITE PER PLANS. \ ' 5. INSTALL ADDITIONAL STORM DRAINAGE DETENTION/CATCH BASINS. ECOLOGY BLOCK WALL i i \ \ \ \'\ 6. PAVE SITE PER GRADING PLANS. GRAVEL 7. INSTALL LANDSCAPING PER LANDSCAPE PLANS. 8. OBSERVE REQUIRREMENTS OF PROJECT GEOTECHNICAL REPORT DURING \ \ 5.0' `1� I ALL ASPECTS OF PROJECT GRADING AND FILLING. AC PAVING _ �� /S I CONCRETE W W • LANDSCAPE �' \ \ \ Y2 T/2. Y2" WETLAND PN F' '°0 * 2" A.C. PAVING P- of WASy/F 1 III- S4.00 A. ti0 \ \ SLOPE SPOT ELEVATION Q �, \\ DN CONC. CURB CONTOUR 54 54 �r� \ \ ° ° o ° ° o o° POWER POLE 27060 44 \ o ° o ° ° o ° '�S�F��STER``���``� a ,o ° ° ° o° �- 'k NOTE: CONSULT SOILS STREET LIGHT � S�ONA L E�' \ ,, \ \ _° I I ° °I° 1 I_ ENGINEER/TESTING ELECTRIC VAULT E V \ I-1 =I I III I I-1 -I I- ' LAB FOR PAVING EXPIRES 3/8/2003 \\ " ' "' " ' " ' T"' "'- RECOMMENDATIONS (UNDERGROUND)SURF �, * 4"-%" MINUS COMPACTED SUB-BASE FLOWACE PATHATER CRUSHED ROCK PER SOILS REPORT/ SHEET INDEX DATE \ \ TESTING LAB POWER J VAULT PA1 G1 SITE PLAN MAY 2001 alk CURB & PAVING SECTION MAIL BOX ® G2 GRADING PLAN DRAWN BY �\ LECTRICAL HH BOX G3 DETAILS & NOTES J.R.P. ClG1 N.T.S. PEDESTRIAN SIGNAL POLE • o-� UTILITY CONFLICT NOTE: BUS STOP SIGN DESIGN BY D.E.B. CAUTION: RECORD DRAWING CERTIFICATION PROJECT REF: GRA 01-OOi? JOB NO. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH 99-051 OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES SITE PLAN THESE DRAWINGS CONFORM TO THE CONTRACTOR'S THESE PLANS ARE "APPROVED" FOR CONFORMANCE REV. DATE BY DESCRIPTION AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONSTRUCTION RECORDS. WITH THE CITY OF AUBURN ENGINEERING DIVISION'S - SHEET NO. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF 1 ,'=30' BY: DATE: REQUIREMENTS 1 4-04-02 D.E.B. REVISED PER SEPA COMMENTS 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 2 07/02/02 GAO REVISED PER C.O.A. PLAN CHECK COMMENTS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE TITLE/POSITION APPROVED BY: G1 1 CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO 1PROCEEDING WITH CONSTRUCTION. I CONFIRMED BY CITY DATE: ' DATE APPROVED: _„ LOCATED IN THE NW 1 /4, SECTION 31 T21 N, R5E, W.M. • AUBURN, WASHINGTON ii \\ \\N INSTALL: �� CB#1 48 TYPE II A , W/ SOLID LOCKING LID RIM = 45.70 0 = 03'11'33" y.�v.% 0 IE (24') = 39.10 © R = 5000.00' ell) I E (8") = 42.50 = 278.60' � � � L g • � z INSTALL: ~ J 1-STORMWATER MANAGEMENT z INSERT' CATCH BARITRIDGESPER DTL 1/G2 CASED INGLE S.S. 277TH STREET ( 52ND ST. NE) - - MONUMENTS - - C� N RIM = 45.62 `,V \ _ -- _T. 0(1) \ PO 1 IE (8") = 43.32 - - - \ ��° , "�^ CA, RI TTRIDGERADIAL OW " z Q ono 8 OUTLET • /�� ° B PIPE STUB (STD) • w c� re:._ 307 C.Y. OF ADDITIONAL W 0015 0 �� o ,y FILL IN EXIST. FLOOD PLAIN R = 4954.04' + • +", + a REINFORCING BARS WITH TO BE COMPENSATED TO THE \ L = 22.58 MINIMUM 6 OVERLAP z cr) _ •,, FOR PERIMETER SLAB a GENERAL NOTES: W w Z SOUTH AS SHOWN. EX. SDMH \ . . _ T �9 �ti +� + - - - - (BY CONTRACTOR) ° a mr ° w O RIM = 47.33 - 6�� ■ 44.5 (t) I /� +ati " i = ° 1.) STORMF; TER BY STORMWATER MANAGEMENT INC., PORTLAND, OREGON (800/548-4667). cy4 ¢ Z 18" OUT (NE) IE = 38.92 * W" ' 44.5 (t ° I a" �° Doti Q -_® A 2.) CATCH BASIN MUST BE SET LEVEL. ~ z CV 18" CONC. IN (S) IE = 38.92 \ `y :.. _ . . _ ---- - +`� �� + l -`== � _. . ®I ►- w = Ln \�- „�� ,ti •I Q. + 4 .il;:� 3. EXTERNALPIPING AND COUPLINGS TO BE PROVIDED BY OTHERS. (..) C/) o � + a,. ,��; � ''��•" N. .. . 4. FLEXIBLE COUPLING TO BE USED AT INLET do OUTLET. FERNCO OR ENGINEER APPROVED. X = . �46 00 ,, 46.20 ,, �, _ • a +� -,••� 5. PERIMETER SLAB TO BE PROVIDED BY CONTRACTOR. °'`) L1= 44'30'52" +fi �y ra , r ) v) SD _ _ _ I ° GRASS FIELD • •���-c` z co �- - ii�xBOX .°$ r ,,,,s 2,...no. 6.) STORMf1LTER REQUIRES REGULAR MAINTENANCE. REFER TO OPERATION AND MAINTENANCE MANUAL FOR ° + mac_, ���% DETAILS R = 53.0 r � N�\ \ °�� ��' ° �d �' --�-� EX. SDMH � ��� = 41.18' 46.25 a�. �� 0 J �,,,Y,,`, CONC. + 44,,/4:--J!ynV;at,/.��, _ 11111 7 CATCH BASIN STORMFILTER STRUCTURAL SPECIFICATIONS rep - .- - -RIM = 44.93((�DJUST RIM TO GRADE) ) LOAD RATING: 20,000 LB. a U Q 1 LANDING , - ic.��.a./i ./r..ar .� •��� . rr7 cal \ ' ':' �� 8OLF 24" PVC , , 5 36" CMP IN S IE = 38.10 a ' { SDR-35 ® 0.0% ,�_. EL.=44.6_ .5. 6" PVC IN SW IE 40.03 / ° CONSTRUCTION: 1/4" STEEL PLATE i EX. ELECTRICAL ' �. / � ( ) , METER °� � 8" PVC OUT N IE - 39.13 PLUGGED COATING: CORROSION RESISTANT, ALL SURFACES 5LF 8' PVC ; , O - (PLUGGED) LIFTING EYE (TYP) �+ a UNIT WEIGHT:. 650 LB. SDR-21 ® 2.09� \ a°' `'g� ; i E X B U I LC�I N V LEX. JfEXTRUDE 8" PVC„TOP OVER FLOW = 40.83 INLET GRATE: DUCTILE IRON \ b •' , ' n - h NEW24 PVC (W) = 39.10 i .I. 1 (2 STORY) F.F. = 46.75 CURB t0 BE + l,L,9, ��� ,° B PERIMETER SLAB: REQUIRED < REMOVED f ___ _ + +° SOLID LID INLET GRATE 0 = 19'50'20" •'; y � I 1 INLET PIPE _R 5LF 8 PVC b�° G3 \ iiiv. � �, �� STUB (OPTIONAL)R = 70.0 ,., ri_ SDR-21 0 2.0% ;, O°= 24.24' co \ -- w -; ^� - .��'� �� CATCH BASIN STORMFILTER - PLAN VIEW N \ #� ti a �`�'�- EX. SDMH '° A 46.5 (t) 7 • 6 °� SCALE: N.T.S. �� \ ag. :. ;� t RIM = 42.72 W • a � o a . \ \ \ � 36' CMP IN IE = 38.52 ''s): \ \ 6�� . ^� �, NEW 8" IE = 40.60 n� a , 0ry 9 �, bh o h .i. +�� �; EX. CONC. _ bb^° + INSTALL CB PROTECTION ��°6 �,�° �' WALK ,b`' g PER C.O.A. DEV-B W \ \,moo" ,. EX. 6 EXTRUDED ON ALL CATCH BASINS OVERFLOW W EX. 8" SSCO- \ ,o`'�o° CURB GRATE INLETS. DURING \� EX. ASPHALT +�+a \ \ �o ati + �� f CONSTRUCTION PERIMETER SLAB WEIR CREST > a hh. a� .) 3,000 PSI CONCRETE - .� \ + + ,h yti 1 �-' INSTALL: (BY CONTRACTOR) - BYY#CONTRACTORG BARS G \ a 1-STORMWATER MANAGEMENT ( ) C� ,,°� EX. GRINDER PUMP ��, I o �°' CATCH BASIN W/ SINGLE \�G \ , �\ $bcs6 °.`' �fr. I + INSERT CARTRIDGE PER DTL 1/G2 o T r' v u ll u II a 11 II ►I �1 I G �h ._,, `� ay RIM = 43.00f (MATCH EXIST.) '' ® ¢ �� � e~ .;� MATCfi �_ �� IE (8") = 40.70 -.6' � FILTER � f- � • \ 46.50 EXIST. :6t.65100 'c' c, CHAMBER Q \ \ \ GRADES "' ,' / ;/ _. INLET � \ #, ' ' . +�J TRACT 32 , ; :, _ INSTALL: �; / ,- SCUM ,,, 42 ° WHITE RIVER VALLEY HOME TRAt TS - BAFFLE ;AJ 1)11\ ,�,, a a ECOLOGY BLOCK /�� . \�_� ....� I \ 10 LANDSCAPE • RETAINING WALL VOLUME 13, PAGE 17 �� �� \ % STRIP AREA TW = 47.00 ,(•� �� 8" CUTLET PIPE -, `r' / �� _ i� �+� STUB (STD) Ilk EX. GRAVEL a BW - 42.50 -� \ � . ,� TO BE REMOVED + OVERFLOW FILTER 0� s _ FILTER CHAMBER INLET/OUTLET WEIR WITH \ / d ' BW = 41.50 (TYP. CHAMBER � . 6 ) ° CHAMBER CLEANOUT OPENING CLEANOUT \ \\ r '` �ti IN OVERFLOW WEIR OUTLET \ \ ° TRACT 31 �� , t. \ 1 IwTE RIVER VALLEY HOMES TRACTS 41 ?& EX. CONCRETE EX. SDMH ,\ r' \ VOLUME 13, PAGE 17 • ECOLOGY BLOCK RIM = 47.42 \ RETAINNING WALL » a� » » �� �� 15' CONC. IN (S) IE = 39.62 \ \ =_.. '� (TO BE REMOVED) CATCH BASIN STORMFILTER - SECTION VIEW A - A CATCH BASIN STORMFILTER - SECTION VIEW B - B 18" CONC. OUT (N) IE = 39.62 I� INSTALL SILT FENCING SCALE: N.T.S. SCALE: N.T.S. Q \ �. 7 !. PER C.O.A. DEV-6 �J \ , `1 ` , �-EX. GRAVEL ' N " ( TO BE REMOVED�I AS SHOWN STORMFILTER CATCH BASIN W/ ONE CARTRIDGE INSERT \ HYDROSEED CLEARED EX. C.O.A. RETAINING X 0� 6 AREA WITH NATIVE N.T.S. z WALL PER 277TH ST. 55 �' �b. GRASS/SEED MIX PROJECT �� Q 0 It. ;184 FLOOD PLAIN COMPENSATION AREA. \\ \ 0 GRADE AREA TO ELEV. 41.22 TO 100 YEAR FLOOD HAZARD AREA - COMPENSATE FOR FILLS UNDER ZONE: "AH" (BASE ELEVATION ESTABLISHED AT 45 FEET) C-D \ ��` �a Nan �1 PERMIT GRA 001-99 AND THIS PLAN. \, + ;, TAKEN FROM FIRM MAP No. 53033C1251 F \ \ ‘ PANEL NO. 1251 OF 1725 5.0' I. L/S MATCH EXIST.\ \ \ �, a . • GRADES �,� {4 PROPERTY LINES � (TYP.) w \ \' t. t., - 4-k h 004 F. pOF, \\''' P OF WASy4 \ \ .,4, oc:P t,\ �, ..y , \ \ + 4) • ,p 27060\ % ��sTER �� °y S/ONA L E ' N \ ` +a 9^ ^�� �� EXPIRES 3/8/2003 �\ DATE MAY 2001 DRAWN BY V\ J.R.P. UTILITY CONFLICT NOTE: DESIGN BY D.E.B. CAUTION: RECORD DRAWING CERTIFICATION PROJECT REF: GRA 01-0017 JOB NO. I THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH r 99-051 OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES n THESE DRAWINGS CONFORM TO THE CONTRACTORS THESE PLANS ARE APPROVED FOR CONFORMANCE REV. DATE BY DESCRIPTION AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. GRAVING PLAN CONSTRUCTION RECORDS. WITH THE CITY OF AUBURN ENGINEERING DIVISION'S SHEET NO. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF REQUIREMENTS 1 4-04-02 D.E.B. REVISED PER SEPA COMMENTS THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY 1' =30' BY: DATE: WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS 2 07/02/02 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE TITLE/POSITION APPROVED BY: G2 CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONFIRMED BY CITY DATE: DATE APPROVED: .N iii) .mac * fa - - , REQUIREMENTS FOR EXPOSED SOIL STABILIZATION 1. DENUDED AREAS AND SOIL STOCK PILES MUST BE STABILIZED ACCORDING TO THE FOLLOWINGA.• S1 ki L J SCHEDULE, AS REQUIRED BY THE BUILDING OFFICIAL oL' 8' S/W- . . 5'.L/S _ 1. FROM APRIL 1 TO OCTOBER 31 ALL DENUDED AREAS AT FINAL GRADE AND ALL EXPOSED PROP.O.SEp.:EGQLRG.Y. R'� o E 50 M"� AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE 50 • . 50 50 ' BLOCK WALL AUBURN WAY STABILIZED WITHIN 10 DAYS. CI-w N 5.0' LANDSCAPING TW — 47.00 J I NORTH • • 2. FROM NOVEMBER 1 TO MARCH 31 ALL EXPOSED SOILS AT FINAL GRADE SHALL BE STABILIZED BW = 42.50 ; : ; ; . w /. . -+' : • . EX: BUILDING N IMMEDIATELY USING PERMINENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA ; ; AUBURN WAY ; �" " " ' " " PAVEMENT • • " " " " ' AVEL" ' " ' " " " " ' " " ' • " " " " " " .� cc EX EDGE TO REMAIN UNWORKED FOR MORE NORTH EX 'GR. , i GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED (2 STORY) F•�': � 46.75 . THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5000 SQUARE FEET THAT WILL REMAIN 47 . 47 47 W m AREA 47 UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. 0 o f o l EX. GRADE ___ CD • z STABILIZATION SHALL CONSIST OF MULCHING OR HYDROSEEDING IF SHOWN ON THE PLANS. INSTALL A.C. oa- _ Z I (.S..1 " ' - - `'� MULCHING SHALL BE HAY OR STRAW APPLIED AT A RATE OF 100 BALES PER ACRE (APPROX. a I -- --5.0 LANDSCAPING � / . 2" THICKNESS). APPLY MIXTURE BELOW TO PREPARED SEEDBED AT A RATE OF 120 LB/ACRE: PAVEMENT PER �- �+ cn C� 1/C1 I EX. GRADE . wI y _ / --� CU z o URBAN APPLICATION PROPORTIONS BY WEIGHT % PURITY % GERMINATION 44 44 44 '� n 4 i � ` ILLEGAL FILL 4 CU \ ►,� _t______ . KENTUCKY BLUEGRASS 30% 85 80 PAVING PER. �''� / (TO BE REMOVED) cv ►� (ADELPHI, BARON OR FYLKING) EXIST. DTL: 1/G1 '�' �� z o �. . . . . p.� w iw- �' ,ten CREEPING RED FESCUE 40% 98 90 S/W \C.---7‘2 EXCAVATE TO ELEV=41.2z o (PENNLAWN) 41 . . . . . . 1 . . . 41 41 . . L , . . . . _ . . . . - . . . . , . . . . 41 z x PERENNIAL RYE 30% 95 90 I I PROP. GRADE 0 W WzLi_ (DERBY OR PENNANT) 10 L/S II r, Q • Q DUST CONTROL NOTES 38 . . . . . . . . . .EX 36" CMP. 38 38 38 = uj Q cp 1. CONTRACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE IE 38.52 OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION clATI: " I in PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. Q 2. DURING CONSTRUCTION AND DRY WEATHER, SPRINKLE THE SITE WITH WATER (1.14 -- UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING U Q THE DAY. 3. ALL TRUCK TRAFFIC MUST USE NE WASH PAD AS DESIGNED AND SHOWN 2 SITE SECTION ON THE T.E.S.C. PLANS TO PREVENT CARRYING MUD INTO STREET. 1 SITE SECTION G2 SCALE: 1"-30' HORZ, \ 4. ALL OPEN BODIED TRUCKS TRANSPORTING FINE MATERIAL TO THE SITE MUST G3 SCALE: 1"=30' HORZ. BE COVERED TO PREVENT DUST FROM BLOWING FROM NE TRUCKS. 1"=3' VERT. 1"=3' VERT. C 5. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT 2 . m TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT V) CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON-SITE CONSTRUCTION. 6. MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON-SITE AT ALL TIMES W DURING CONSTRUCTION. c 50 50 W GRADING NOTES 1. THE CONTRACTOR SHALL GRADE NE SITE TO NE GRADES SHOWN PER o THE DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE a w �) FOR FOLLOWING THE REQUIREMENTS OF THESE DOCUMENTS REGARDING o AUBURN WAY �I. al 47 Q ALL PAVING SECTIONS, CONSTRUCTION METHODS, AND OTHER SOIL NORTW WI N-) RELATED REQUIREMENTS. ` 47 2. THE CONTRACTOR SHALL SUBMIT FILL SOURCE, SPECIFICATION, AND A EX. GRAVEL CD HAUL ROUTE PLAN TO THE CITY OF AUBURN FOR REVIEW MD APPROVAL ARf A . :----mow � ¢ PRIOR TO PROCEEDING WITH ON-SITE WORK. SILT FENCING �.:_...� ., PER DEV-6 i-- 3, FINISHED GRADES SHOWN ON SHEET Cl. , z 44 -� I 44 EXIST. RETAINING I ILLEGAL FILL E m APPROXIMATE FILL/CUT TYPE WALL PER FR ,fcT (TO BE REMOVED) I, 271TN ST. ) CO I SPECIFICATIONS FOR STRUCTURAL FILL : . . EXCAVATE TO: ELEV=41.22 o FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL; _ : . CLASS "A" 41 41 RECOMMENDED, CLASS "B" MINIMUM W/ OWNERS AUTHORIZATION; : . ° 5' VS WITHOUT WASTE AS DEFINED IN WAC 173-304-100. SEE PROJECT SOILS • (3:1 MAX) REPORT FOR FURTHER SPECIFICATIONS. PROP. GRADE EARTH WORK VOLUMES: EST. CUT = 1,360 CY* 38 38 EST. FILL = 350 CY* 015 * CONTRACTOR TO VERIFY . . . . SPECIFICATIONS FOR GRUBBING ALL AREAS TO BE GRADED SHALL BE CLEARED OF VEGETATION, BRUSH, AND ANY OBVIOUS EXISTING DEBRIS, AND STRIPPED OF ANY TOPSOIL AND UNDERLYING SOILS THAT ARE SOFT, LOOSE AND/OR ��`.,, CONTAIN SIGNIFICANT AMOUNTS OF ROOT AND OTHER ORGANIC MATTER. A 6" DEPTH OF STRIPPING IS EXPECTED, MORE OR LESS; SITE SECTION - HOWEVER, STRIPPING SHALL TAKE PLACE TO WHATEVER DEPTH IS 1 II F-- NECESSARY TO REMOVE ORGANIC MATTER AND SOFT/UNSTABLE G3 SCALE: 1"=30' HORZ. W MATERIALS FROM BENEATH AREAS TO BE FILLED AND/OR PAVED. 1"=3' VERT. STRIPPING SHOULD EXPOSE MEDIUM DENSE, STIFF, OR MORE TNT NON-ORGANIC EXISTING SOILS. SEE PROJECT SOILS V) Lid I— COMPE CD REPORT FOR FURTHER SPECIFICATIONS. Z w w w U) o,'� F. p0E' ,`(/ it +0 tk- SS"ONA L E ,' EXPIRES 3/8/2003 `7 /3 /oZ DATE APRIL 2001 DRAWN BY G.MO UTILITY CONFLICT NOTE: DESIGN BY D.E.B. CAUTION: RECORD DRAWING CERTIFICATION PROJECT REF:._ GRA 01-0017 JOB NO. 99-051 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH THESE DRAWINGS CONFORM TO THE CONTRACTORS OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES THESE PLANS ARE "APPROVED° FOR CONFORMANCE REV. DATE _ BY DESCRIPTION AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONSTRUCTION RECORDS. WITH THE CITY OF AUBURN ENGINEERING [DIVISION'S SHEET NO. 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 BY: DATE: REQUIREMENTS 1 07/02/02 G.MO REVISED PER C.O.A. PLAN CHECK COMMENTS WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS G3 ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE TITLE/POSITION APPROVED BY: CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. CONFIRMED BY CITY DATE: DATE APPROVED: