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HomeMy WebLinkAbout02D1709 , It 7/ LOCATED IN THE N.E. 1 /4 OF SEC 18, T21 N} 15TH ST R5E, W.M. / , NE • AUBURN, WASHINGTON C.3 GENERAL PLAN NOTES ,-/ 1 y9, \-0 g 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S o �Q`' cm E"q 8TH STREET N.E. .4......________- 6" FLOW LINE REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY 10TH ST. 91/4 sr "Pc? SITE y ��� OF VERTICAL CURB CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE NE NE " y - - OWNER, ENGINEER AND NE CITY. \F P H.-r EX. CB STD GRATE EX, RETAINING -EX FH 2, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE "WASHINGTON 8TH ST. NE. �� RIM 66.16 EX. 6 VERT. CURB WALL J A.71 STATE DEPARTMENT OF TRANSPORTATION (WSDOT) STANDARD SPECIFICATIONS m SCOOTIE � ?C' 8" CON( IL 62.41 N 3 / EX. SIGN EX. H/C ,--- FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (2000/LATEST EDITION Q °C \� 0 cD • EX. SIGN ( / ) BROWN S (...71 8" CON( IE 62.41 S RAMPS / EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S PROJECT PARK �y •1"•'l • CURB ►: SPECIFICATIONS MANUAL COPIES OF THE ABOVE DOCUMENTS SHALL BE \v" DROP !. • 1' AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 6TH 5 r7 w CENTERLINE OF DRIVEWAY - ---- -_ r-- :11,______\)(/ ;= ^ .X',4; 3. APR -CONSTR Tl N M Ti HA R UI PRI R T TH TART ST NEGONG, SIDE'S I K -- OF ALL CONSTRUCTION. CONTACT THE PUBLIQ WORKS DOPARTMENT ATHose. AUBURN Z (� a C)y<< ne t ncE 1 • • fXSIGN253-931-3010 TO SCHEDULE A MEETING. N r� EX. BACK OF fX. PP M/ GUY ANCHOR " 4. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROX. THE CONTRACTOR c� CNL-------.1 8" PINE 2 .4* 00 WALK _/� 0 2" CONIFER PINE M Telephone IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE EX. RETAINING - 12' 3INE EX. MH / / ° I Paint mark _1 MAIN ST, E, WALL 6 -� _ DRAWINGS, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE 'U w cy 8" PINE RIM 69.65 II •poi I 10" PVC IE 61,27 E EX. SHED . THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES 1 �� ® V �- -.'"----FX. TEI. AND THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD UTILITY LINES. C� to 0) 10" PVC fE 61.31 W 8" PINE J-BDX IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR, Z C3} x / 12" PINE EX. i' D. I. I /I UNDERGROUND FACILITIES OR UTILITIES, IS GOVERNED BY THE PROVISION 0 ,, •t1-i p L`_... PIPE WITH LID . X OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW). PRIOR VICINITY MAP Q z ,-- EX. ASPHALT X x TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL CALL ONE-CALL NTS I-LLJ z �,,I EX. (1-800-424-5555) FOR UTILITY LOCATIONS (WATER, SANITARY SEWER, 1-- w ® t,r) o STORM SEWER, GAS, POWER, TELEPHONE AND TELEVISION U CC c= c Cl ZONE rri `STANDARD �� TOP ASPHALT ) SITE DATA' ~ " - EX. MAINTAINED cl 5. PRIOR TO THE START OF CONSTRUCTION A PROPOSED ROUTE AND v 1 r? / SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED v) = ::• ) - GROUND (GRAS,S) AREA. 74 644,11 SF 1 7 F--0 wa co Z co ' co o / TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED ( , 2 ACRES) EX. GUY / HAUL ROUTE WILL ADVERSELY IMPACT THE STREET NETWORK, HAULING ZONING P1 GREEN RIVER RO ZONE MAY BE LIMITED TO APPROXIMATE OFF-PEAK HOURS OR ALTERNATE PROFESSIONAL EX. 6' CYCLONE ANCHOR (TYP) EX. PP '� CENTER TO WEST FENCE 6. THE CONTRACTORSHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND OWNER INFORMATION: " ,�' EXTEND EX, 6' d., AROUND THIS PROJECT. PRIOR TO THE START OF WORK, ALL METHODS CITY OF AUBURN AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE C/O PARKS DEPARTMENT FENCE TO THIS EX. 8' CYCLONE o SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND / HEIGHT ,. 7 EX, MH ATTN: MR. DARYL FABER „Q FENCE / I THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS 25 WEST MAIN I EX. LIGHT AREA / RIM AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR *8" � % 30" CONC IE 63,54E AUBURN, WA, 98002 STANDARD \ / PINE / 42" CONC IE 60.35 SW NEGLIGENCE CONNECTED WITH THEM. PH: (253) 931-3043 / / 12" DI IE 57.31 W 7. ALL CONSTRUCTION SURVEYING FOR EXTENSIONS OF PUBLIC FACILITIES FX: (253) 288-3132 CD m INSTALL EX. BASEBALL / % 12" DI lL 57.57 W SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND EX. ASPHALT 3 REMOVABLE BOLLARDS FIELD / k UNKNOWN IE 56.34 N SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. CD 8. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. CLIENT INFORMATION. 5' ON CENTER PER C.O.A. (y_ STD DTL STB0-1 r.. EX. MH REFER TO THE CITY'S "RECORD CONSTRUCTION DOCUMENT" HANDOUT. HOME PLATE EX. 12' � �s ' � �� -- RIM 70.24 GREEN RIVER PROFESSIONAL CENTER '� = i -- EX. 8' CYCLONE BENCH 7 30" CONC IE 61.08 S 1346 8TH STREET NORTHEAST L�... to EX. FLOW LINE OF Toe EX. (2) FENCE EX. 9' CYCLONE / o I x 30� CONC IE 60.91 N CONSTRUCTION SEQUENCE AUBURN, WA. 98002 CD • EXTRUDED CURB IRRIGATION FENCE I 30 CONC IE 63.62 W BACKSTOP / f 1 \ 1. ATTEND PRE CONSTRUCTION MEETING WITH THE CITY OF AUBURN. I ICD CI BOXES CONTROL EX. 12' /`off .. 1 \ EX. 7' CYCLONE 2. ESTABLISH CLEARING AND GRADING LIMITS AS SHOWN BY PLANS PROJECT SURVEYOR: _ BENCH I w FENCE AND CONSTRUCT FILTER FABRIC FENCES AND OTHER EROSION CENTRE POINTE SURVEYING [� Q r x -� „ /__ :� CONTROL DEVICES AS SHOWN ON SHEET C2. oe 5 PAVED m 33639 9TH AVENUE SOUTH o / EX �IJCRE EX, MH 3. DEMO & REMOVE EXISTING ITEMS NOTED ON SHEETS C1 & CD::R m EX, BACK OF PEDESTRIAN Io FEDERAL WAY, WA. 98003 _ �-- WALK a pq�{ EX. CON( PAD EX. 3 CYG��IE i RIM 70.73. CITY OF AUBURN STANDARDS. PH: (253) 661-1901 W Q u W/ DRINKING FENCE / o ( 24 CON( (W) ABANDOPJEd 4. WORK WITHIN R/W SHALL BE LIMITED TO 15 CONSECUTIVE • I CONTRACTOR SHALL COORDINATE WITH CITY OF AUBURN REGARDING FX: (253} 661-7719 F- �J FOUNTAIN TO 'i. • `" EX. TRASH (IDENTIFY ABANDONED 12" PINE I REMAIN - ``-7 i CAN I ; RUN AND FILL W/ CDF) TIMING. w o, �/ EX. CURBING C EXIST. BUILDING , 1 �'/% 3' E %, E � TO BE REMOVED I x 24' CON( IE 59.44 IJ N 5. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO LEAVE LEGAL DESCRIPTION F.F. = 66.00 7r 7, �, --- __- * _._ I ( 12' CONC IE 65.50 SE THE SITE OR ENTER THE INFILTRATION SYSTEM AT ANY TIME DURING C.� Toe - /� � fiiv r,<:,,�,,. EX. PARKING LOT z ' % � � T` g , ;,,,,�, � � THE GRADING/CONSTRUCTION OPERATIONS. ALL THAT CERTAIN TRACT OR PARCEL OF LAND SITUATE IN THE NORTHEAST QUARTER OF � -,,, ,,,, 7„. � ,0 '• ••/ /1'/ TO BE REMOVED 6, GRADING MAY BEGIN, CONTRACTOR SHALL WATER THE SITE AS THE NORTHEAST QUARTER (N,E, 1/4 OF N.E. 1/4 ) OF SECTION EIGHTEEN (18) TOWNSHIP , v) %� " / `, 4,,ez• • 4At•, %%'! ;q✓>% ,qn & REPLACED T R TEMISSIONSA R U T OF �' x oo /j % s '9 �, y h � , •, j , , NECESSARY 0 EDUCE DUST AS ESL TWENTY-ONE 21 NORTH OF RANGE FIVE 5 EAST, W. M,, PARTICULARLY BOUNDED AND r= �+ CONCRETE STAIR //,� // 4.A'y, '%' % %%` f, , ' /' / ' ' 1 A EX, ( ) ( ) „ ( , jf / f/, / %/ / CONSTRUCTION ACTIVITY DURING DRY PERIODS. DESCRIBED AS FOLLOWS, TO-WIT: COMMENCING AT THE NORTHEAST CORNER OF SAID m 8 TREADS ® 11 , roe / i�, /�i f , ' % /.' !// I ASPHALT ( " ,,,,_ ,/� ,� j'l ;. ;,,, 1,,/% ,��y EX. GUY ANCHOR 7. AFTER BIOSWALE SOD HAS ESTABLISHED AND CB PROTECTION IS SECTION EIGHTEEN 18 TOWNSHIP TWENTY-ONE 21 NORTH OF RANGE FIVE 5 EAST I 9 RISERS 0 6,67 ) %��� / /4.44 , ( )� „ ( ) ( )i I r/IA'/, ,j/i j/%,/' , , tp / '•,r 1 i,i7 Pe- - I INSTALLED - BIOSWALE AND INFILTRATION SYSTEM MAY BE PLACED W,M,, RUNNING THENCE NORTH 89 51 31 WEST ALONG THE NORTH LINE OF SAID SECTION ;'� i / / - " V.� ON-LINE. COMMENCE PAVING OPERATIONS AS SOON AS FEASABLE - EX. ASPHALT BASKETBALL *iv � � i 3 ,� E EIGHTEEN (18) A DISTANCE OF SIX HUNDRED, SEVENTEEN AND 70/100 (617.70) FEET; COURT TO BE REMOVED �= ///''' . RELOCATE EX, L/S NO SEDIMENT LADEN WATER SHALL BE ALLOWED TO ENTER INFILTRATION „ --"� �' � ��' �, „ ryl/ka I �� THENCE SOUTH'00'08'29 WEST A DISTANCE OF ONE HUNDRED AND FORTY-SIX AND NO/100 � `,. � ,; � !fo : %, %' ! -e METER & CONTROLLER SYSTEM. LEGEND (AS APPLICABLE) i//�j' % r, . ,u / I 1 (146.00) FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 00'08'29" WEST A 1�i' / / I :rlr ! FROM EX. BUILDING EX. TRASH CAN & i � „ �; i/�//r,�/��/ii 1 s I f��'-'f%� te/ '� - 8, COMPLY 1MTH THE GRADING DRAINAGE & EROSION CONTROL NOTES.f%//;'7 (/, ;� p 4 EX. PP (2) DISTANCE OF THREE HUNDRED FORTY-FOUR AND 42 100 344,42 FEET TO THE BENCH ON CONC, PAD /:, /'// • ,��f (REMOVED) TO THIS 9. CONSTRUCT THE PERMANANT INFILTRATION FACILITY. / ( ) DESCRIPTION NEW EXISTING �----'- t!�'_ _- / ,. / / I /,�.✓i f/, / . N T NEW NORTHWESTERLY MARGINAL LINE OF A PRESENT COUNTY ROAD; THENCE NORTH 62'07 29 ( ----.) TO REMOWD �'% �i�//� .. . .y.,�,_�P SI J _. __YARD_ _.. ��.__ PALE SITE, CLEAN ENTIRE STORM. SYSTEM SWEEP SIREETS_AS. . _. �:, ._. _. _ .� DISTANCE . . . .� 1/ /�i '�' �% 1 ,/ ' • �` p4S�j EAST, ALONG THE NORTHWESTERLY MARGINAL LINE OF COUNTY ROAD A DISTANCE OF TWO � �i ` %,�/��%�/ �..-'?..... /� �! '%. NEW LOT PEDESTAL, ADD METER DIRECTED BY THE CITY OF AUBURN INSPECTOR. i STORM SEWER SD - -SD "f/%i /f//�r%///�/�/�% I • / AREAS PER I SERVICE CABINET FOR HUNDRED, FIFTY-THREE AND 78 f 100 (253.78) FEET, TO A POINT; THENCE NORTH 02' SANITARY SEWER SS - - -SS- - EX. 6' CYCLONE // y, `/% ' ! !� LINE L S PLANS - - -WR2 ZONE FENCE ►j� / � � � , / POWER DISTRIBUTION 44'29" EAST ALONG THE WESTERLY MARGINAL LINE AND BEYOND SAID WESTERLY MARGINAL ' / Al ,1 I ( ( �'�' NETBALL PER C.O.A. STD. DTL LINE OF THE COUNTY ROAD, A DISTANCE OF ONE HUNDRED, EIGHTY-EIGHT AND 32/100 WATER W /., ti / �/ %/`/, 8i Ii. EX. FAUCET & PICKLEBALL EX. CON(, TO BE REMOVED TRAFFIC-45 (188.32) FEET, TO A POINT; THENCE NORTH 89'S1'31" WEST ON A LINE PARALLEL WITH THE _ � FIRE HYDRANT EX. SD MH /i %/.' �i , % TO BE COURTS PER DTL 2 SHEET INDEX NORTH LINE OF SAID SECTION EIGHTEEN (18) AND ONE HUNDRED AND FORTY-SIX (146) FEET J RIM 71.58 10' L S ' ' ' ;,/ -, '/ 'rr�;j/f� TO c3 1 TOmowD N EX. BLDG nn WATER VALVE Pi l * //.,IA,on .i...,, Y REMOTE 6 PINE I DISTANCE THEREFROM, A DISTANCE OF TWO HUNDRED, EIGHT AND 46/100 (208.46) FEET, II 4 CHANNEL 65.71 SW //,� `, WATER METER B �` �� ,,,,/ ` ' RREMO D Cl SITE PLAN MORE OR LESS, TO THE TRUE POINT OF BEGINNING, CONTAINING ONE AND 24/100 (1.24) C1.. WM „ 42' CONC IE 65.60 NE • ; i%f1 '., %/ ,,: , III ' " "f ACRES MORE OR LESS, SITUATE IN THE COUNTY OF KING, STATE OF WASHINGTON. STORM DRAIN MANHOLE 1� © 2 0 SCH 40 PARKING LIGHT /-,l �j//,// ` 1 I V„J " GAS PAINT MARK C2 STORM DRAINAGE & I- \,,,ii/ CONDUIT RUNS (CONTRACTOR EX � � � ://'• /// 1 I i B PINE /. ) j ,/ f : GRADING PLAN CATCH BASIN q TO VERIFY LOCATIONS � j/f //�, r/�!�� �� ,� I � I I � >,/ EX. MAIL BOX PARCEL NUMBER: c� EX. CONC. WALL , , ey; r�' ; / j� r SAN-SEWER MANHOLE / i�j��, f �f � } I i I O i W WOOD FENCE / f �' �� (� 182105-9101 STREET LIGHT 0--e i//i /// / _. I �P� / �� 77 � EX. SDMH y v _3/ EX. SIGN 1 EX, PLAY AREA . 0 I RIM 71.29 PARKING LOT LIGHT W/ STACKED I %,; % I 12" CONC IE 61.96 SW VERTICAL DATUM: ELECTRIC TRANSFORMER ET TIR=S i'/� '% ,,.�- 1 30" CON( IE 61.21 N " . y CITY OF AUBURN TELEPHONE RISER o TO BE ,` � ,4"; EX. 6 CYCLONE L 30 GONG IE 61.29 S REMOVED \ 1 I / , // , % : ",. /; FENCE TELEPHONE MANHOLE / ',//, %• /� + NEW POLE LIGHTING y N� % i% ��_ CONCRETE WHEEL STOPS SITE BENCHMARKS: c ;i% , . EX. .36 FIR PINNED IN PLACE PER ,/erg / /�; POWER POLE -� TBM 8-Q TOP OF BRASS DISC AT THE INTERSECTION OF 2ND STREET NORTHEAST AND `� / �,� C.O.A. STDS. (12 PLACES) AC PAVING E,(, POOL III �� ��,✓, ,/ A STREET NORTHEAST. ELEVATION: 77.93 FEET % �/i,���i I-__ /�„ f TO REMAIN „ „ /� EX. FP TO tiE �. 1 °"% ,,o,r 30' �`* CONC. SIDEWALK i____Z-- /fR2 ZONE " RECORD DRAWING CERTIFICATION ��, �, e I�.\--�_.� �.1.. " / RELOCATED TO N.E. 2" A.C. PAVING �Z 5�iz �" ��® /y LANDSCAPING { 1 ,�� REMOVE EX. FENCE _ 3 CLASS G THESE DRAWINGS CONFORM TO NE CONTRACTOR'S IIC +- jo � • ;�- EX. SDUH AS/IF REQD _ ` EXTRUDED CURB 1 of �� RIM 7208 _ " I'I' I II I I 1111 I I' AC PVMT• CONSTRUCTION R CORDS. ,; 5 CHANNEL 65,99 NE _SLR ° 27060 CONCRETE CURB �') PATER PAINT ON ° �PfC SO'/' MARK CON(. CURB = BY: DATE: isARA 02 / /STE� �4. PARKING a�+ ' INSTALL ONAL - EX: CONC. WALL •��w 38' ASPHALT OR WHEEL o o 0 0 0 o o TITLE OSITION P.E. CEO ANNIE Swtvswd� _ SPOT ELEVATION XX.XX � W/ WOOD FENCE DRIVEWAY o o o ° • o Q o STOPS AS o� . ip p .,� °0 o o Q Q EXPIRES 3 2001 -EX. ASP. APPROACH o o O o 0 0 o c � I NO I ED , , ,°I l i III •I 1 1 1 1 ( 1 0 1 1 1 •�ir LoAf?Z. 1 1 1 1 1 1 9 1 1 1 1 1-1 1 1-1 1 1-i 1 i-1 1 I- _ 1 greaK EDGE III-III-III-I -) -III-III-II I IIIIII IIIIIIIIII II 1IIIIII1IIIIIII II I-III-III I I I I-III-I 11- s u �tj" PROJECT REF: FAC 02-0004 / t /, DATE 40 Centerline of asphalt 4"- 's" MINUS COMPACTED SUB-BASE 4"-Vs" MINUS COMPACTED SUB-BASE "APPROVED" JAN 2002 CRUSHED ROCK PER SOILS REPORT/ CRUSHED ROCK PER SOILS REPORT/ THESE PLANS ARE APPROVED FOR CONFORMANCE SI TE P ^ TESTING LAB TESTING LAB WITH THE CITY OF AUBURN ENGINEERING DIVISION'S DRAWN BY I BASKETBALL/PICKLEBALL REQUIREMENTS G,MO UTILITY CONFLICT NOTE: 1 -30 CURB & PAVING SECTION 2 COURT PVMT. SECTION DESIGN BY I APPROVED BY: �,,�-P� ►.r• A.F.P. N.T.S. C1 N,T,S,. CAUTION: DATE APPROVED: 512a)o z JOB NO THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH 00-041 OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES REV. DATE BY DESCRIPTION D SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. AN SHEET NO. THIS SHALL INCLUDE CALLING UTILITY LOCATE @ 1-800-424-5555 AND THEN POTHOLING ALL OF 1 01/28/02 GAO REVISION PER CLIENT 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 03/26/02 GAO REVISED PER C.O.A. REVIEW COMMENTS 1 ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE "/ 1 CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO 3 05/15/02 G.MO REVISED PER C.O.A. REVIEW COMMENTS PROCEEDING WITH CONSTRUCTION. 4 05/20/02 G.MO REVISED PER C.O.A. REVIEW COMMENTS • Yi"`' QZQ I Of- Q Rio 0 ,.. 0 17oa LOCATED IN THE N.E. 1 /4 OF SEC 18, T21N, R5E, W.M. AT ATS�sl2FACE GRADINGNOTES D 0.5 • 1. THE CONTRACTOR SHALL GRADE THE SITE TO THE GRADES SHOWN PER AUBURN, WAS H I N GTO N I t 1= _ �l-j11-LI ni-m=r ~- 1=1 11111-I 1 f-111-1�- 1-1Ti= =1 I II -. TF'£ DRAWINGS AND SPECIFICATIONS. THE CONTRACTOR IS RESPONSIBLE 1=1I1�T�I�T ;I -11 1�111= - I FOIE FOLLOWING THE REQUIREMENTS OF THESE DOCUMENTS REGARDING III__ I_I4-_I1-1I 0 i ALL PAVING SECTIONS, CONSTRUCTION METHODS, AND OTHER SOIL Ommi 1 I I I I I"- 11p o o I RELATED REQU�tEMENTS. I I=1 I-1 I►,;,I I -I ' ° I=1 I�I I-I I_ AND A6" NATIVE OR 11= ° I p. o r 2. THE CONTRACTOR SHALL SUBMIT FILL SOURCE, SPECIFICATION, - ---� FLOW LINE FILL WET �„ �l� , °. 4 . . °o o I I 1=- FLIER FABRIC SOILS. I-III_ I. TII MIRAFl 140S HAUL RATE PLAN TO THE CITY OF AUBURN FOR REVIEW AMD APPROVAL _ _ - - , PRIOR TO PROCEEDING WITH ON-SITE WORK. _ - OF VE�TICA_ CURB oo o °a1 = 1 f.e�� 3. FlNISHEQ GRADES SHOWN ON SHEET C2. - _ EX. 1 I =1 I ° I � OR EQUAL ` J EX. C3 STD GRATE WA RETAIN NG EX, FH I ^I `� ° ib' RIM 66.16 / EX. 6 VERT. CURB WALL J o o 0 8° CONC IE 62.41 N EX• H c • ° ° I I STABILIZATION 8" CONC IE 62.41 S EX. SIGN EX SIGN RAMPS \ CLEAN WASHED '" PVC D •pool z REQUIREMENTS FOR EXPOSED SOIL " --_--_- - ---�-� \ DRAIN ROCK 18 PERFORATED CURB _ �_ ._.--.-_. u��■■�. , P�'E SUED DENUDED AREAS AND SOIL STOCKPILES MUST BE STABILIZED ACCORDING TO THE FOLLOWING CENTERLINE OF DRIVEWAY DROP __ _______._-------- -- - - / ,-EX. ,, BACKFlLL (1" MINUS) Lo SCHEDULE, AS REQUIRED BY THE BUILDING OFFICIAL: _ - CONC. S{DEWA.K 6 cyclone fence STOP AT O.Or a) 0 ►': BAR U �I 1. FROM APRIL 1 TO OCTOBER 31 ALL DENUDED AREAS AT ANAL GRADE AND ALL EXPOSED EX. BACK OF EX. 'P Wf GUT` ANCHOR EX. SIGN ___ - _ / FRENCH DRAIN DETAIL C\7 cv AREAS THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DAYS SHALL BE • ID R R STABILIZED �MTH d 10 DAYS. WAIL 8 PINE S P NE V\ N.T.S. Z EX. RETAINING- 12 PINE �p 2" CONIFER EX. MH a ` �paliflt mark 0 E2 FROM NOVEMBER 1 TO MARCH 31 ALL EXPG3ED SOILS AT FINAL GRADE SHALL BE STABILIZED WALL ,-- RIM 69.65 i� 7 `. ••/'""'I w 2. w c•4 '2 IMMEDIATELY USING PERMINENT OR TEMPORARY MEASURES. EXPOSED SOILS WITH AN AREA 8 PINE �\, - 10" PVC E 61.27 E =X. SHED -4 -�k. TEL t- 8 GREATER THAN 5000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE I I 10" PVC E 61.31 W / 8" PINE Z w cn x THAN 24 AND EXPOSED AREAS LESS THAN 5000 SQUARE FEET THAT WILL REMAIN / o €-F:..X I 12" F'INE 1 / P 5 IA- UNWORKED FOR MORE THAN 7 DAYS SHALL BE STABILIZED IMMEDIATELY. + EX. 1 D. I. I 1 SDMH ;�1, TYPE II-48 0 " PIPE WITH LID SDMH #2, TYPE II-48 0 Ci • W/ SOLID LOCKING LID '"� �-- \ W/ SOLID LOCKING LID 44CC STABILIZATION SHALL CONSIST OF MULCHING OR HYDROSEEDING F SHOWN ON THE PLANS. EX. ASPHALT X RIM = �?.9@ (1) 7(.7'/ Cs) / RIM = 71.20 (1) 70'1 W MULCHING SHALL BE HAY OR STRAW APPLIED AT A RATE OF 100 BALES PER ACRE (APPROX. ( • EX. IE. (1 2') = 6 4Q » W 2" THICKNESS). APPLY MIXTURE BELOW TO PREPARED SEEDBED AT A RATE OF 120 LB/ACRE: c.c --' EX. LIGHT \ \) TOP.. �` ASPHALT IE. �24") = 6439 t`!•t3 100 LF 42" ALUMINIZED STEEL IE. (24 ) _ `64-4 i ,d STANDARD EX. MAINTAINED - TYPE II CORRUGATED STEEL 1 'I1 o to - , , URBAN APP(, ATOM PROPORfl0NS BY WEIGHT X ( NATION cc o ��- GROUND (GRASS) \\ ) / 4 5' PERF. PIPE 4 0.0. 4T .5' Qp co KENTUCKY BLUEGRASS 307 85 80 70 EX. GUY / BEVEL PIPE TO MATCH " m in (ADELPHI, BARON OR PUKING) EX. 6' CYCLONE ANCHOR (TYP) , EX. PP = .� SLOPE J)i PROVIDE TRASH Poi 40% 98 90 FENCE I \\ / MMRAP TOP JR 0 -i II +' ,.I RAC( PER C.O.A. STDS CREEPING RED FESCUE / �_ (PENNLAWN) / 1-. • nuER FABRIC PROPOSED BIO-SWALE f 12" INLET - _ ►� t /� (SEE PLANS) I I FROM _ _-_ I I I=I I I=I I I -) PERENNIAL RYE 30% 95 90 EX. 8 CYCLONE- . _ EX. MH _ _ _ _ \ / FENCE co . BK�-SWAGE -III--III-III-III-III-I (DERBY OR k ") \ RIM 70.20 -III-IIIIII-I i-I I-III=1 I i-III-I DX. LIGHT SDMH #2, TYPE t1-48"0 ` X / : t 30" CONC IE 63.54E - 16 _- -Ti-I_� I I I~III=III=III=1 I=I I(_) I I I I;( I i=�I e W/ SOLID LOCKING LIi I - -- _ - Ni- 0.75 1 :11001LF 6' WtDE 1. ' MIN. -1 j I I-STANDARD \ *8" PINE / 42" CONC IE 60.35 SM! I �` ,* g / • 12" DI IE 57.31 W - I_ I - 1-1 D �,1�I,;,I -�I-ICI S o C.7 R IE --=69.46 - RIM = -4Hf 7►.a TE = 68.45 III-III= +� ft \ ! EX. BASEBALL-- F I - ° ° . BY 5 HIGH TRENCH 1=I =I PIPE = '`z APPROXIMATE FILL/CUT TYPE INSTALL: IE (24 ) = s4,�a .1T�� FIELD UNKNOWN IE 56.34 N ° ° I .I I �� A ' 1- 1 - ' 1 • EX. ASPHALT I / ° ° ° _ -III- • - I ._ o' • ..,.o Q•.o •Q..ba o.(} .°Oo, o.p. dO'' o ° Q Qo. °� .a :C. p°°Q..O•,, 3 REMOVABLE ) I I-i I ° °�o o.'.o ,° , .• .... .° . . SPECIFICATIONS FOR STRUCTURAL Ft (IF REQUIRED) "� --- -- I I .. b ° ' ° Q ° BOLLARDS 5 ( EX. MH '" o . . ° I ,- o 0 0 .,o p © °' • o .•i�_o ° o FILL MATERIAL TO BE CLEAN, WELL GRADED COMPACTIBLE MATERIAL ON CENTER PER EX. 12' RIM 70.24 2" TO 3"- -- M • III HOME PLATE- �. '� o'_. n • CLASS B MINIMUM) WITHOUT WASTE AS DEFINED IN WAC 173-304-100ENCH 30" CONC IE 61.08 S WASHED °- ) \ . o �"" 0 ( Toe '" C.O.A.COA STD DTL. EX. 8' CYCLONE // f . " I 30" CONC IE 60.91 N DRAIN ROCK o • ,� IE = 64.20 1 42"0 ..»... EX. FLOW LINE OF- STBO 1 EX. {2) FENCE EX. 9 CYCLONE / " ° ° o a o 0 0 SPECIFlCATM T• GRUCEM EXTRUDED CURB IRRIGATION FENCE N . i 30 CONC 1E 63.62 W BEDDING ° 24"0 24"� O o BACKSTOP AND BACKFILL o 'a.. ,p'o'CJ ':o ;�, o 0 0 0 0 0 0 0 0 CONTROL cJ r ' �,° 41. o • >• 0. o .° o. Q° ALL AREAS TORE GRADED SHALL BE CLEARED OF VEGETATION, ->.04 ° °:o ° '►_ o 'o. °. ., Q ,p.p.... o o ''!3 8 0 ° ° mQ .. o : o o:. AND STRIPPED OF ANY "/// BOXES (TYP) N: EX. 12' /' / I r • Y E;{. T CYCLONE °.Q.:o.• e'.. ° . p G. IE = 62.70 o.Qe•.o oe; oO 00 ° . °° ° ..o °°•'o BRUSH, AND ANY OBAGOS EXISTING DEBRIS, o' a a p o o ra o � o '© ° o o....yild% ....: = ... C:1 TOPSOIL AND UNDERLYING SOILS THAT ARE SOFT, - - - BENCH • I I d FENCE LOOSE AND/OR '" '�' LIMITS OF _ __ - �_- - �/� 3.5' e--, SOLID PIPE (TYP) A = 64,20 Q._ �e: / Pr _ . EX • .: CtNcR > °D E .. 1.25 - - 1.25Cri 4'i -1 DIA. HOLES WRAP TOP & " !III."... SIGNIFICANT AMOUNTS OF ROOT AND OTHER ORGANIC CONSTRUCTION 6' o NCONSTANT N MATTER. A 6" DEPTH OF STRIPPING IS EXPECTED, MORE OR LESS; EX. BACK OF , .r • o • HOWEVER, STRdG SHALL TAKE PLACE TO WHATEVER DEPTH IS WALK @ (TYP.) EX. CONC. PAD - EX 3' GYC�NE RIM 70.73 2 ROWS ALONG THE SIDES WIN Laju i 71.50 W/ DRINKING v' r • �4 I 24" CONC ABAI•JDONED(W) • NECESSARY TO REMOVE OKANIC MA IER AND SOFT/UNSTABLE ‘A �_, BOTTOM 120' APART Ft TER FABRIC • • •-"-- .1.j FOUNTAIN TO . • - •/.• ,'• • • • C EX. TRASH - (IDENTIFY ABANDONED INFILTRATION TANK SECTION A-A 2" TO 3" WASHED • • • . ' I"s"' �- • MATERIALS FROM BENEATH AREAS TO BE FILLED AND/OR PAVED. I "` 12 PINEREMAIN CAN ► \� RUN AND FILL W/ ) �>' STRPPING SHOULD EXPOSE MEDIUM DENSE, STIFF, OR MORE �, , f ! EX. CURBING \ 71.001iNFIITRATION TAIL( PROFILE AND BAMAIN ROC( BEDDING COMPETENT, NON-ORGANIC EXISTING SOILS. EXIST. BUILDING 66 50 �! ,;li!il` %� //////.` % 1 I x : \ 24" CONC IE 59.44 rJ �_ BE REMOVED E� f .-= 1 I ! -'0 12' CONC IE 65.50 SE cn , , ESTAMATED EARTH WORK QUANTITIES (CONTRACTOR TO VERIFY) F.F. = 66.00 Toe7 ,7'� PI .. `�r ... , ;,, ,�,:,,,/,; ,,'i ,, �' .�` 71. -;1; 71.40 71.20 , 3",�/,, ' ''v, �- EX. PARKING LOT CONFILTRATION TANK DETAIL CUT ��5 C.Y. � .;r f-.4 ° , , � l r TO BE REMOVED FILL 150 C.Y. J f//// �/�� r � ,/� \ I !► %4° %4% •� � 4.% i�y� y %�/ I 47,°'' EX. dt REPLACED C2 N.T.S. `t' J + r % /.- ► `,, ,If % •1 1; ( ASPHALT EX. GUY ANCHOR Toe I ,�,,,,,f .a ,/ � / ; WHEEL STOPS PER D MIX / / ,�� // / /4 f ,,`:,4! � r '`, ,, , 1 B I O SWA LE SEE ,,,, %/` SHEET C1 A SWALE EX. ASPHALT BASKETBALL / ,,r ,f ` r . /, fl y,� I I ; �, ,!��i�, �f �c� " COURT TO BE REMOVED ,' ' !7,,,/,; i/`/� ;,y�' I I • /f A'h %/ � % % refit INSTALL: `.ELF OF 6 18.0' (MODIFIED BRIARGREEN, INC. HYDROSEEDING GUIDE WETLANDS SEED MIX) i /r,. ! /% y ,. ,,' #2/ 7 IR `'" PERT. PVC FRENCH / I / � y. • `4/� / PROPOSED AC PVMT. PROPOSED EX. TRASH CAN & • v „� /'re,i,, f%rof • � / ► %A' , % EX. PP (.2) DRAIN PER DTL 1/C2 7°0 4.0 7,0 X WiElGFIT >K PURITY X GER1dATiON I}%�� '� y �; S 3 ' � "�`` / PER DTL 1/C1 BASKETBALL BENCH ON CONC. PAD ,% 24/, I ,, �' / 71.20 BASE COURT .__. ..._ ___.-TA - - ...:----._-- TO BE REMOVED ,ALL O MEADOW FESCUE 68 98 90 �' 1�J� / %!� : , ,k / I I . ='���' 1 70.80 N 71.20 fFSI1/01 AGi<A 1 !. A, ,fi,i f/ ; /� 1 : 1 r /', . , L '`, , GiPfZ"Sltt fLAIIAP EX. 6 CYCLONE '-� t i/ ���<� /////%��' �� .� 1 I r�- �r� LINE - _ SEASIDE/(REEFING BENTGRASS 10 98 85 FENCE t j/fr ,, 1 I `�(;-`71.40 , BA ETBAt.L 1 l I I I l I II ' - -III- 1 1.7 Lai n // /,,./ice/ 1 EX. FAUCET j EX. CONC. TO BE REMOVED -T I I = - I= VIES FROM 0.75' TO 5' AG�•STiS P�USIRYS ,, ,/ �, 1 & PICKLEBALL � Q MEADOW FOXTAIL 10 90 80 EX. SD MH ' % ,,�� /r#-! • 1 , TO BE COURTS PER DTL 1 /7 N I I SWALE VARIES FROM 70.45 ALE�Sf1IPAI1X9S CL- RIM 71.58 ' ///, , : r ',,,4; • EX. BLDG �., ,,. ,, /�%/` � t REMOVED� / 1 0.04 64X 1.0 MIN.III- TO 69.45 CHANNEL 65.71 SW ,,�/ // /r,,/ ;././ / 1 6' PINE .. / TO BE ALSIKE CLOVER 6 98 90 %,//% � ,�`' %///j f'f1 ( I PINE TO f• REMOVED S00 SWALE W/ GRASS PER CITY OF 2YR L1LL!I I 1 = 68,45Q'�IR'Fa/0/HIi9 fzZW 42" CONC IE 65.60 NE ., �, :, j /i/`/j'",' ,�' E REMO 0��, /,�,�� . *183" / 1 OF AUBURN STANDARDS, PROVIDE :`;`� ' -: I I- REDTOP 6 92 85 0 1.0%: 1001F BID-SWALE •• %r �' /% ✓ /7/ �sf- ; / MIN. OF 6 ADDING SOIL UNDER (n -/ '// // , �r ii I • I PINE 1 GAS PAINT MARK " `,I ...1� A ,SIISA[BA ® 1.0� SLOPE PER DTL 3/C2 EX. WM ( / / . ;;,.• ,ff < ` ,' SOD. PROVIDE MIN. 6 SILT/CLAY °' /,�/�,,%li �' r';�>. 1 i � / / EX. MAIL BOX �:„�J:: ,:'z�+,.; .�[ EX. CONC. WALL /, C /4, ji<<, 4 `� I SOS UNDER BEDDING S0L TO -:• w�,.THIS MIX IS RECOMMENDED FOR BIOSWALES AND OTHER INTERMITIENI_Y WET AREAS. W/ WOOD FENCE / , ' """ I ` '` I ''`/ / j ,, P� / PREVENT INFiI$tfYATION UI ER SWALE A... CX C.`9 SOD SHALL GENERALLY NOT BE USED FOR BIOSWALES BECAUSE THE SEED MIX IS 1L' j %4f'� .. - / �\ EX. SDMH �. �, � , 7 t�F EX. SIGN ;....:.:.:. ----1':" C) EX. PLAY AREA r �' ' " I I INAPPROPRIATE FOR THIS APPLICATION. SOD CAN BE USED FOR LINING DITCHES TO 11 > ,,,,,,f,� / ,,,,. /// 5L 12 HVC"CAP P�G RIM 71.29 PREVENT EROSION, BUT WILL PROVIDE LITTLE WATER QUALITY BENEFIT DURING THE W/ STACKED ;% fe,, % / / r l�r ////�� / �WET SEASON. BE %/� /�� /y/' . , // EX. 6' CYCLONE 30" CONC IE 61.29 S ....,.....:„... ,., i -=III /f, / SEE INFILTRATION __�' " I-1 FENCE .�- 64.20 r ! , '_ ,' , + TANK SECTION A-A _,;� .,..,_ DUST CONTROL NOTES INSTALL toa.F of 6.0' ; " M/ ..,/, SLAM #1. TYPE 0-48 /4,,V.„,.r,?/„frv,„, . EX. 36" FIR DTL 2/C2, THIS cL`: I-IIIWIDE X 5.75' HIGH l'. l„m-: / W SOLD LOCKING UD SHEET I I I I I'L .....: .1 rl I-)1. ...uN1RACTOR SHALL MINIMIZE THE PERIOD OF SOIL EXPOSURE THROUGH USE1 i ,/ � 71.60 t T MAIN - ,.•y:!:• INFILTRATION TRENCH W Njw EX. POOL 1 fr ;� ! / �' ( ) ORE RIM ="72,08t 71.7y I-I I=I I I IE = 62.70 OF TEMPORARY GROUND COVER AND OTHER TEMPORARY STABILIZATION " / i, ,,. / ii ,�f f• ;,�, ,�'' MATCH EX. IE 24 6420 6Y•23 I --f I 1 ,` . , PRACTICES SUCH AS SEEDING AND MULCHING, AND EROSION BLANKETS. 42 0 ALUMINIZED TYPE II » AN 1= -f l 1- �,, / , f�.. / -X. PP TO BE , IE (12 ) = �B:AG 68.g9 -III- - N F. p CORRUGATED STEEL PERF ,' RECORD ANANG CERTIFlCAII( V ! 1 0 2. DURING CONSTRUCTION AND DRY WEATHER, SINKLE THE SITE WITH WATER �,, RELOCATED 30 R2 ZONE tdF WASy/y PIPE W O.Or SLOPE, PER . ` (t) TO N.E. UNTIL SURFACE AREA IS WET. REPEAT THE PROCESS AS NEEDED DURING --- ,, DTL 2/C2 �. r .A THE DAY. Q�`e' • EX. SDh1H NOTE: ALL EXISTING TREES ARE TO BIO-SWALE/INFILTRATION TANK SECTION THESE DRAWINGS CONFORM TO THE CONTRACTORS v- o 3. ALL TRUCK TRAFFIC MUST USE THE WASH PAD AS DESIGNED AND SHOWN INSTALL: SILT FENCING '4 r REMAIN UNLESS NOTED TO BE REMOVED41) CONSTRUCTION REC DS. .` ,-- "' ON THE T.E.S.C. PLANS TO PREVENT CARRYING MUD INTO STREET. • / RIM 72.08 _ N.T.S. AS SHOWN PER C.O.A. 2 +?+ i ,� CHANNEL 65.99 NE +Ai 4. ALL OPEN BODIED TRUCKS 1RANSPORIING FINf MATERIAI TO THE SITE MUST DEV-6 - / 71.85 WATER PAINT * CAUTTOt' BY: DATE: /•SAuG 02. `C/SYE r BE COVERED TO PREVENT DUST FROM BLOWING FROM THE TRUCKS. A.. '� Y' MATCH E MARK KEEP PORTION OF EXIST. CONTRACTOR IS TO FIELD LOCATE AND 5. DURING CONSTRUCTION, ALL PROPERTIES AND ALL PUBLIC STREETS ADJACENT EX. CONC. WALL AC PVMT FOR TEMPORARY PROTECT IN PLACE THE EXISTING 42" TITLE OSITION P.E. CE Ni Rf /4n A SwlV�Y SAL TO PROJECT WHICH WILL BE USED BY CONSTRUCTION TRAFFIC SHALL BE KEPT W/ WOOD FENCE \ / .. / CONSTRUCTION ENTRANCE STORM DRAIN PIPE DURING INSTALLATION LEGEND CONFIRMED BY CITY DATE: EXPIRES 3/8/2001 CLEAN OF ALL MATERIAL DEPOSITS RESULTING FROM ON-SITE CONSTRUCTION. `-EX. ASP. INFILTRATION SYSTEM. DESCRIPTION NEW EXISTING DESCRIPTION NEW EXISTINGr4'r�a2' 6. MINIMUM OF ONE WATER TRUCK SHALL BE AVAILABLE ON-SITE AT ALL TIMES / INSTALL DURING CONSTRUCTION. exeok EDGE 38' COMMERCIAL D/W - c� PER C.O.A. SIT) DTL STORM SEWER SD - -SD- - ELECTRIC TRANSFORMER ET PROJECT REF: FAC 02-0004 �"i1/a Z / Certerlire of asphalt STDW-1C SANITARY SEWER - - -SS- - TELEPHONE RISER o " " / DATE WATER - -W - - TELEPHONE MANHOLE T`, THESE PLANS ARE APPROVED FOR CONFORMANCE JAN 2002 FIRE HYDRANT R POWER POLE WITH THE CITY OF AUBURN ENGINEERING DIVISION'S DRAM BY STORM DRAINAGE Sc GRADING PLAN WATER VALVE REQUIREMENTS G.MO 1"-30' WATER METER ®W� AC PAVING %/ _ �/ DESIGN BY APPROVED BY;. w`T A.F.P. UTILITY CONFLICT NOTE: STORM DRAIN MANHOLE I © CONC. SIDEWALK JOB NO. CAUTION: CATCH BASIN • ° DATE APPROVED: r` 00-041 SI FOR VERIFYING THELOCATION, DIMENSION, AND DEPTH SAN-SEWER MANHOLE O LANDSCAPING ZZ D 2 THE CONTRACTOR SHALL BE RESPONSIBLE OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES , STREET UGH T --6 EXTRUDED CURB ' REV. DATE BY DESCRIPTION AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. CONCRETE CURB SHEET NO THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 1-800-424-5555 AND THEN POTHOLING ALL OF PARKING LOT LIGHT 1 01/28/02 G.MO REVISION PER CLIENT THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY CLEARING LIMITS NM MIN : ... PARKING 0 WHETHER OR NOT CONFUCTS EXIST. LOCA"ONS OF SAID UTILJTIES AS SHOWN ON THESE PLANS 70.20 2 03/26/02 G.MO REVISED PER C.O.A. REVIEW COMMENTSC2 ARE NOT GUARANTEED AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE SILT FENCE SPOT ELEVATION 10�� 3 05/15/02 G.MO REVISED PER C.O.A. REVIEW COMMENTS CONTRACTOR SHALL CONSULT POE ENGINEERING, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. 4 st-to(ot Afp It •. +t .t o2, D1701