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HomeMy WebLinkAbout01D162511+90 END I ST IMPS MA EXIST EX PVMT 1 - 30' z a CD w 4 �l w Z z w cn " w I Cn m I CD 1 - I m 1 I I U 0 E E CD L ath Cn w 0 a P.I. 1 +OOE-11 +53N Street ASHLEY AVE SUBDIVISION, AUBURN, WA A PORTION OF THE SW/4 OF THE NE/4 OF THE SW/49 SEC 17, TWP 21N, RGE 5E. W.M. SUBDIVISION STREET LIGHTING DOTES NEW FIRE HYDRANT ASSY MPROVEMENT PLAN 1. LUMINAIRES SHALL BE HIGH PRESSURE SODIUM VAPOR G.E. OR APPROVED EQUAL. LIGHT STANDARDS SHALL BE TAPERED ROUND ALUMINUM WITH DAVIT BRACKET ARM WITH 5-9" RADIUS. 2. INSTALLATION OF STREET LIGHTS SHALL CONFORM TO CITY STANDARD DETAILS AND SPECIFICATIONS. LIGHTING SHALL BE PER CITY OF AUBURN STANDARDS FOR RESIDENTIAL — LOCAL ROADS. 3. LIGHTING REQUIREMENTS: WATTAGE— 100W AVG MAINTAINED FOOT CANDLES — 0.4 LUMINAIRE MOUNTING HEIGHT — 30FT LIGHT DISTRIBUTION — M—C—III 4. ALL MATERIALS AND INSTALLATION SHALL BE PER CITY OF AUBURN STANDARC DETAILS FOR LIGHTING TRSL-1, TRSL-2, TRSL-3, TRSL-4, TRSL-5. MAILt3UX LUUA I►UNVJ THE LOCATION FOR THE MAILBOXES ARE APPROVED A BY THE LOCAL POSTMAST .INSTAL TI SHALL BE PER STANDAR DETAIL APPROVE DATE ID SCALE: 1" -20 FT HORIZONTAL CONTOUR INTERVAL 1 FT VERTICAL DATUM TP#1 RR SPIKE IN PP 0 SO SIDE OF 2ND ST SE, APPROX 280 ' EAST OF "V" ST CITY OF AUBURN ELEV 73.23 FB#1979-6 TOPO AND BOUNDARY SURVEY BY DRYCO, FEDERAL WAY, WA PH 253-838-1937 ESTIMATED CUT AND FILL QUANITIES: CUT — 550 CY'S FILL — 450 CY'S NOTE THE EXCAVATED MATERIAL WILL BE USED AS FILL ON THE LOTS. IMPORTED FILL WILL BE FOR ROAD BASE AND TRENCH BACKFILL EX FIRE HYDRANT SHEET INDEX SITE DEVELOPMENT PLAN C-1 ROADWAY & STORM DRAINAGE PLAN C-2 WATER SYSTEM IMPROVEMENT PLAN C-3 SANITARY SEWER PLAN AND PROFILE C-4 DETAILS AND SECTIONS C-5 SITE GRADING AND ESC PLAN C-6 GENERAL NOTES FOR CONSTRUCTION C-7 PROJECT DATA GROSS AREA: 1.75 AC NO. OF LOTS: 8 TOTAL PROPOSED ZONING: R-2 PROJECT REF: F,q c oo.3SL-98 ' _1 These plans are approved for conformance with the City of Auburn's Engineering Division Requirements. Approved B)r _� Date Approved: PROJECT LOCATION LOCATED IN THE SW/4 OF SEC 17, T21N, R5E, W.M. LEGAL DESCRIPTION LOT 1 OF CITY OF AUBURN SHORT PLAT SPL 0003-93, RECORDED UNDER AUDITOR'S FILE NO. 930713-1830, RECORDS OF KING COUNTY, WASHINGTON. PARCEL NUMBER:1-154Q00125 \\ FEMA FLOODWAY ELEVATION BETWEEN 2ND ST SE AND 4TH ST SE IS 2 INTERPOLATED AT 65.50 NO DEVELOPMENT OR FILL IS PERMITTED WITHIN \THE DESIGNATED FLOODWAY AREA. >-- 50 FT BUFFER FROM WETLAND NO. 402, PER CITY OF AUBURN WETLAND DELINEATION �j B E RTH CONSULTAN URN INBC�/9/92 WETLAND BOUNDARY PER APPRO PRELIMINARY PLAT PROJECT CONSTRUCTION SEQUENCE 1. CALL ONE —CALL LOCATE FOR THE LOCATION OF EXISTING UTILITIES IN AREAS CRITICAL TO DESIGN (1-800-424--5555). 2. HOLD PRECONSTRUCTION CONFERENCE WITH THE CITY OF AUBURN. 3. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS IDENTIFIED ON SHEET 3. 4. CALL CITY OF AUBURN FOR INSPECTION. 5. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADDITIONAL EROSION CONTROL MEASURES AS NECESSARY. 6. GRADE PROJECT TO PLAN GRADES. 7. INSTALL SANITARY SEWER SYSTEM. 8. INSTALL WATER SYSTEM. 9. INSTALL STORM DRAINAGE SYSTEM. 10. INSTALL ALL OTHER UTILIITIES. 11. CLEAN CATCH BASINS BY REMOVING SEDIMENT AND DEBRIS. 12. HYDROSEED ALL DAYLIGHT SLOPES AND OTHER AREAS TO REMAIN UNWORKED. 13. PAVE ROADWAYS. 14. VERIFY STABILIZATION OF SITE. 15. CALL CITY OF AUBURN FOR SITE INSPECTION. w Record Drawing Certification Tnese drawings conform to the Contractor's con t ucl t a?r records. By- Date- Title/position: CS.Xlk Confirmed by City Date: s;r,R ON AI. �- EXPIRES 6/4/99 U5 goo rn cv 00 p aC- U-j a� a� 00 v ev F w00 00 �, cn 0 �3 =o E¢i O >� >aM Wo 3� o `� o ar E it c (D Lo C �fLNCl. BY 97-155 SHM C-1 OF 7 R $il CD w of i 010 16.157 U Z H n= CD LD z Cr w w Z h-i CD LU J W Y CT, 0 of m C_ CU -D CD _ U N 0 E CU ,- 1 a L _ a U w 0 M a L, F21 Z W 0 �Uj w V) w 4� w �N C_ _j J Wn l Q H O -­1 w I 0 C) w w N 1 +DOE=11 + EX PVMT i NEW C/L 5' GVL SHLDR CENTERLINE ELEVATIONS 74 72 70 • •i CAI EX 30 1 +00 ASHLEY AVE SUBDIVISION, AUBURN, WA A PORTION OF THE SW/4 OF THE NE/4 OF THE SW/4, SEC 17, TWP 21N, RGE 5E. W.M. STA 11+90 END HALF ST IMPS EXISTING PP TO BE AT NORTH PROP LINE RELOCATED BEHIND RETURN MAINTAIN 1FT CLEARANCE RELOCATE EXIST PP IF READ COORDINATE W/ PSE MAKE SMOOTH TRANSITION TO EXISTING PAVEMENT BOTH SIDES OF ROADWAY - 10+OON BEGIN 1 /2 ST IMPS AT SO PROP LINE + C200 2+00 �a h W/ B2a F AME & GRATE _.RIM x�i33w .�Z2•.._�..>�_..�..__._ IE 44-H 1 " N -je. M c 20I nR ; TYPIr I__.._ W/ B2a FRAME & GRATE RIM T•9:93 •73.oz IE 71.96 1 " E&S ? I. © $ ROADWAY AND STORM DRAINAGEI �! rn EXIST GR DE AT CENTERLINE r S-- .75% NEW C/L 170 LF 12" SO SDR 21 PVC S-0. 297 LFI 8" SS SDR 35 PVC S=0 a 3+ 00 S-- C. _.03 #1 TYPE It 49 W/ B2a FRAM & GRATE IE �09 12" N&S 4_at.3L INSTALL DOWN RNED ELBOW IN 3RD COURT SO PROFIL G 20), W/ B2a FRAMt & GRATE RIM 74 Qp � : �. •-.__ _..,.. IE-94.4 ® 12" 1 S !.�• 43 4+00 PH 253-838-1937 10+ OON BEGIN NEW S7 IMPS EXISTING 8" WATERMAIN AS -BUILT RECORDS FOR LOCATION ARE NOT AVAILABLE CONTRACTOR TO FIELD LOCATE AND ADD TO AS -BUILT PLANS EX GRADE 1 1 + 0 O N CENTERLINE S--0. EXISTING WATER 104TH AVE I SE PROFILE PROJECT REF: #r,pc, ooj41-4pa "A'/p'4 r/~' These plans are approved for conformance with the City of Auburn Engineering Division Requirements. Approved By. Date Approved: 99 EXPIRES 6/4/99 12+OON f�■ 72 1 170 Record Drawing Certification Tnese drawings conform to the Contractor's construction records. By - Date: Title/position: Confirmed by City Date: • o r• {( •p w C�`Yr y F WN �J 1 'fie c o ,ems' CcC N � CJ =� :) �:U 0 Cn00 C 0 � o a, 40 -�' o > 0 ice' CO E� C E � s �r Q N 0 Pr= ,5 Z aF -7 Oil D 16 �.$ U Z H d 0 rT- cD Z f-r III W W Z 1-1 Z W Cr) I W Y 0) O') ti O m 6i 0 0 Cu 0) C CU F— W F-- Q 3 m r� C 0 E E 0i r-f W C L Q U') U W D O 2 n I W dw pFo 5 3 of 7 01911 U z z 0 CD z CC w w z z w cn J w Y Cr m 0) CD CV C ro cn a- C O a ,. C in D 0 a w i �� INSTALL TYPE 1-54 ON E OF EXISTING SAN SEWER IE 57.50 8"S (VERIFY AF REXPOSING) IE 57.60 NEW 8" NORTH `A' RIM 74.91 40 IE 68.78 W DROP IE 63.29 S DROP IE 57.12 8"SS N&E PFois 4 of -T ASHLEY AVE SUBDIVISION, AUBURN, WA A PORTION OF THE SW/4 OF THE NE/4 OF THE SW/4, SEC 17, TWP 21N, RGE 5E. W.M. C'. LILA A•. nI TV E- 1 CI --WER GENERAL NOTES DATUM KE IN PP 0 SO SIDE OF 2ND ST SE, 280 ' EAST OF "V" ST F AUBURN ELEV 73.23 9-6 W BOUNDARY SURVEY BY FEDERAL WAY, WA 3-838-1937 SCALE 1"=20 FT HORIZONTAL 1"a 2 FT VERTICAL CONTOUR INTERVAL 1 FT 1 + 00 f6 . ..... rti W h h n 2+ 00 3+00 99 EXIST GRADE AT CENTERLINE n N CV ,� h C4 CL N CV S;-1 75% NEW CA N74 S=-0 5095 NEW C/L A") S=0.5 NEW CA 72 C4 ""OVER --- ---- 70 NOTE: THE S MAIN FROM MH 81t-25TOtt-24 I TO BE PRQPERLY EDDED IN PEAN - _ RAME'_"&' GR74TE�"""_ 70 TO BE B PIPE OVER 15 OR SDR 21, SAND TO PREVENT SE TO BE RE OK F -21. USE COR SDR 35 SS PIPE. ANY S OR FLAT 1NN11 N-SEAL MH ALL SS PIPE SPORT -- -OPE EW 8" DICONNECT}ONS W� 42" COVER --.--_._�___..___.____.___�.___ 168 1 THE CONTRACIOR HALL M _..,_...__._.._ ,_._ _._.._ ..._.._.._.....,_..__...._.....,.__. .-__.-__._..._.._.._.._-._. _ _. _ _.Y ._ _ _. _ _ _ •STANDARD.'. _ _ _. OUTSIDE DROP SS MH PER CIT WSOOT STANDARD STRUCTURE AT NEW OF AUBURN STND PLAN B-18 DETAILS RIM ELEV 72.0 IE 70.00 12" DI IN S& L..D.©) 6 N-I' PER DETAIL C- N&S JB.NiZ Q �LQQ!N.l FRAME & GRATE W/ STANDARD RIM 72.00 �`TE`7�i:2"f5"i�2"_. ,66 { 10Z -y— .�..�,...�_ ___ 297 LF 8" SS R 35 PVC 5-0.50 SS MH 811-24IME M IE 72. BOW4 64 S A N I T R Y S E E R P R FILE 10 TH AVE S E M �1-54 �E'A2 8"E C�INECTI+I�o► Z�, � SIDE SEWER (TYPI AL FOR EA LOT) 62 �-- --- �- �--�- �-�--�-��-- --�- E 8"N $ Z �- S A N I T R Y SEWER PRO I L E 3 R COURT SE 60. 6 0 ._� _.._ _. Record Drawing Certification - ��s./� �/ PROJECT REF: C vo3V-y2 Tnese drawings conform to the Contractor's construction records. These plans are approved for conformance with the City of Auburn's Engineering Division g y,; Requirements. Date: Title/position: Approved By -D.E-�vw9 Confirmed by City Date: Date Approved: - 2 0 %s 5 �•• • -o �. t es sf fit. 6 2 .__._..___... _._.._..._....-..... _..�....___... __......_____. . .__..__-.--. ----. ..._.-.-.._. ___. z 237 LF 8" SS c s o.50 R 21 PVC s Q C� TYPE 11-54 .Y.i' 6 RN 79.25 IE 57.60 8" IE 57.50 ATCNX�PVM L S EXISTING TO BE ATION FIELD VERIFIED �.._ 9 r- EWES d 4 40 rrP¢'1 Y Z U 4 V Q G f ... N ,� C w 00 ilk n •� i w I Fes-'-1 O PLO C0 C7 O 0 rn �N •C vQ CD J.. V 1 -s 0 6 �J q < 00 0 > > Q Art d0N V 1 0 ! Q.Na- 01 D 1625 z a CZ) Cr LD Z .I w w z n z w co _J w rr >- C o) cn 0 (U ai cn J a w 0 LO 0 E E CD L S, a w 0 Cr w CM 25 FT ROW SOUTH OF CA 25 FT ROW NORTH OF CA ROW DEDICATION Y PROPERY TO NORTH NORTHIPROPERTY LINE OF SUBDIVISION 5FT PLA ER 4" CEMENT CONCRETE SIDEWALK FUTURE 5FT S/W PER STND DETAIL STSW-1 2" THICKNESS CLASS "A" PIT RUN THICKENED EDGE TO CONCRETE SIDEWALK AT BACK OF CURB, TYPICAL BOTH SIDES OF STREET TYPE "A" VERTICAL CURB & GUTTER 3" THICKNESS CLASS "B" ASPHALT PAVEMENT 4" THICKNESS 5/8" MINUS CRUSHED ROCK TOP COURSE 6" PIT RUN GRAVEL BASE (CLASS "A") TYPICAL PAYMENT SECTION 3RD COURT SE CITY OF AUBURN BIO-SWALE GRASS SEED MIXTURE: 20% PERENNIAL RYEGRASS 25% RED FESUE 35% REDTOP 20% TALL FESUE APPLICATION /1,000 SF 5 LB SEED MIX 7 LB 10-20-20 NPK FERTILIZER 70 LF WOOD CELLULOSE FIBER MULCH TP #1 O SLOPE BIOSWALE AT 0.50 96 GRADE C TEST PIT AND SOIL LOG DATA i TIP f1 0-1 ROOT ZONE SANDY SILT 1-8' CLEAN COARSE BLACK SAND NO SIGNS OF GROUND WATER IN TRENCH PERC RATE VERY RAPID, (LESS THAN 1 MIN/INCH) TP #2 0-1' ROOT ZONE SANDY SILT 1-8' CLEAN COARSE BLACK SAND NO SIGNS OF GROUND WATER IN TRENCH PERC RATE VERY RAPID (LESS THAN 1 MIN/INCH) 9" 0 0 0 0 0 0 O 01 42" 0 0 0 0 0 0 0 0 0 020 04, 0 0 0 I- 12" 12" 48" DIA .5' LID CONC. LID LIFTING HOOK C/L. ROW 19' ROW NORTH OF CA 14' 14' 3% CROWN 3� CROWN ASHLEY AVE SUBDIVISION, AUBURN, WA A PORTION OF THE SW/4 OF THE NE/4 OF THE SW/4, SEC 17, TWP 21N, RGE 5E. W.M. EXISTING ROW 30 FT EXISTING ROW 10 FT C/l! ROW 7' `i 17 FT HALF ST 5' GRAVEL SHLDR TCH TO EXISTING GRADE %CROWN SLOPE TO DRAIN 3% CROWN 4" THICKNESS 5/8" MINUS CRUSHED ROCK TOP COURSE WEST PROPERTY LINE OF SUBDIVISION �- 4" CEMENT CONCRETE SIDEWALK PER STND DETAIL STSW-1 - 2" THICKNESS CLASS "A" PIT RUN THICKENED EDGE TO CONCRETE SIDEWALK AT BACK OF CURB, TYPICAL BOTH SIDES 3" THICKNESS CLASS "B" ASPHALT PAVEMENT -/ 4" THICKNESS 5/8" MINUS CRUSHED ROCK TOP COURSE 6" PIT RUN GRAVEL BASE (CLASS "A") TYPICAL PAYMENT SECTION 104TH AVE SE NOTE: EXISTING PAVEMENT TO BE COMPLETELY REMOVED WITHIN LIMITS OF NEW CONSTRUCTION AND RESTORED PER THIS SECTION SITE PLAN RETENTION POND/INFILTRATION TRENCH FOR ROAD DRAINAGE SCALE 1"-10 FEET HORIZONTAL 1 FOOT CONTOUR INTERVAL DOWNSPOUT DRYWELL (SEE DETAIL) LOCATE IN FREE DRAINING SOILS ON LOT ONSITE INFILTRATION TO BE PROVIDED FOR LOTS 1-8 r r, LRQk_HQUM PROPOSED RESIDENCE - 6" TIGHTLINE FROM DOWNSPOUTS MIN 1" DIA HOLES 0 12" O.C. L _ OR MANUFACTURED SLOTTED DRAIN SURROUND DRYWELL W/ 1" MIN. CLEAN WASHED GRAVEL 24" DIA PERF ADS PIPE LAID ON END WITH OPEN BOTTOM DOWNSPOUT YARD DRAIN DRYWELL NITS I NEW DRIVEWAY 4" PVC ROOF DRAIN (SEPERATE LINE TO FOOTINGS) EDGE NEW STREET PLAN VIEW -- TYPICAL ONSITE INFILTRATION FOR INDIVIDUAL LOT DRAINAGE SYSTEMS N TS TYPE "A" VERTICAL CURB & GUTTER 2" RUBBER GASKET WATERTIGHT EMOVABLE PLUG ON TEE 12" SD TO SWALE 18" MIN 12X12X12 PVC TEE W/ PVC TO DI ADAPTOR 12" DIA PVC PIPE EXTENDED AS SHOWN TYPE II-48 CB 18" MIN DOWNTURNED ELBOW FOR CB #1 r- LIMITS OF ROW 28FT WIDTH FOR MAX SLOPE BEHIND SIDE STORM [BRAIN TRACT ,72 ii ..'i U. � � TOP WIDTH 3' iT 170 TYPICAL �:� i1 I I r III llT 6 8 SOD BOTTOM! SIDESLQPEs d SLOPE BIOSWALE TO DRAIN TO CS STANDARD FRAME AND GRATE 1" HIGH ADJUSTING RINGS (AS REQUIRED) 12" PVC TEE W/ CAP ON TOP INSTALL TEE IN CB #1 ONLY ❑ ❑ 12" PERF SD 1 ° ❑2, ❑ 6' DEEP I I I ❑ ❑ ❑ I ❑ ❑ SURROUND DRYWELL WITH 1" MIN L \_ CLEAN WASHED GRAVEL 4' 2' 2-1/4" SO PERFORATIONS (TYPICAL) 4' \2l 20 48" HEAVY WALL DRYWALL DRYWELL CATCHBASIN FOR INFILTRATION TRENCH N TS SH;,V BIOSWALE LANDSCAPING AND IRRIGATION PLAN WALK LANDSCAPE AND IRRIGATION PLAN PREPARED BY: AND F SWALE SECTION A —A LOOKING WEST THROUGH BIOSWALE ST 3+00 SCALE 1"-10 FEET HORIZONTAL, 1"-2 FEET VERTICAL -0 INFILTRATION CB #2 RIM 72.00 IE 66.00 12" SOLID LOCKING PERFORATED LID IPE /� EXISTING GRATE I 72 i -3H:1Vi i i I I I i 1 SL BIOSWALE 0.50R 3H:1V !Ti' T 68 GRADE BIO-SWALE IE .9_OD__.___.._. I. 6.00 ' IE 8 i .00 12" PERF i 50 LF 12" PERF SD + 12 ADS S=0 00% 66 00000000000000000 I TT3/4 ITO 1-1/2" W I 2' UNDER PIPE 6 4 � i I BOTTOM OF TRENCH 64.00 _ TT_ l I i i - SECTION B�—B LOOKING NORTH THROUGH BIOSWALE SCALE 1"-10 FEET HORIZONTAL, 1"-2 FEET VERTICAL T !2'W _ .. 3'-0" METER 0 SWALE SEED MIXTUBOTTOM AND SIDERE (THIS LOP TH B SHEET) y1 ITT IMPERVIOUS COVER OVER TRENCH USE MIN 4" THICKNESS CLAY SOIL 12" PERFORATED INFILTRATION PIPE PERFORATED PIPE WITH PERFORATIONS TO THE SIDE OR IN A DOWNWARD DIRECTION. MIN 4 -1/2" DIA HOES/SET 1 UNIFORM SPACING OFF 6" O.C. 2'-0 WRAP TRENCH W/ MIRIFI FABRIC 10OX OR APPROVED EQUAL WASHED DRAINFIELD ROCK 1-1/2' IN TRENCH 5'—D" I TYPICAL BIOSWALE & INFILTRATION TRENCH SECTION TO DRAIN TO INFILTRATION CB SHED DRAINFIELD ROCK PROJECT REF: These plans are approved for conformance with the City of Auburn's Engineering Division Requirements. Approved By:�/�►ti. t Date Approved: -1 I O' .4 . 1998 4 ' DN A1. [ EXPIRES 6/4/99 Record Drawing Certification Tnese drawings conform to the Contractor's construction records. B Y. Date: Title/position: Confirmed by City Date: 0 ts.99 to _ . i � a x c J 4+- ccs a 1 0 ` a Ca. 04 M cn C.. 1 bq W 0 U C`V E1 ..� ✓�".0 ��* h..+.►.� v 0 4-0 0 N L /.O'er W qj o .G 09 0 00 0 o}(0 E­4 !� p �d OE CnEw o �ti N 0 PF01c 5 OF 7 of D 16z5 P.I. 1+OOE-11+53N ASHLEY A ZTL' QT TTlTTTQTnNT ATTLDTTDNT a!, I�GE W.M. lri Z 0 cc LD cz w w z H CD z w J w Y r rn M 0) M Ln (16 U) LL C-) V) CD E a L0 ICD- CD - tZ) In In 3m 01 Ln EX PVMT 15'W W -- _j V 0 3' 00 Q_o n. n 2X2X4' WOODSTAKES OR 3/4" STEEL DRIVE STAKES 18" DEEP INTO SUBGRADE OR DRILL THROUGH EXIST PVMT AS READ FILTER FABRIC FENCING AROUND CB CATCH BASIN GRATE CATCH BASIN PROTECTION ISOMETRIC VIEW 7 FILTER FABRIC MIN AT 4'-0" ON CNTR ; mm, Waml-11, .�� WASHED ROCK -1""' 1 I 8" SECTION A --A 8" WIDE X 12" DEEP PERIMETER SUMP WRAP OUTSIDE OF SUMP W/ FILTER FABRIC AND PLACE 3/4" MINUS WASHED ROCK INSIDE SUMP FILTER FABRIC MATERIAL MIRAFI 10OX OR SIMILAR PROPERTY LINE (TYP) USE STAPLES OR WIRE TO SILT FENCE DETAIL N TS 3/8-3/4" WASHED GRAVEL IN TRENCH 6" DEEP X 12" WIDE SUMP UNDISTURBED GROUND BURY FILTER FABRIC IN A GRAVEL FILLED TRENCH 8"WX6" DEEP 1. THE CONTRACTOR SHALL 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 0 F PROJECT CONSTRUCTION ACTIVITY. THESE ACTIONS WILL BE GOVERNED AND DIRECTED BY THE BUILDING OFFICIAL. CONSTRUCTION SEQUENCE FOR EROSION/SEDIMENTATION CONTROLS 1. ATTEND PRECONSTRUCTION MEETING WITH CITY. 2. INSTALL FILTER FABRIC FENCING AS SHOWN, AND CONSTRUCT TEMPORARY CONSTRUCTION ENTRANCE 3. CONSTRUCT BIOSWALE TO FUNCTION AS ESC POND PER PLAN AND TYPICAL SECTIONS THE CONTRACTOR SHALL LIMIT CLEARING TO ROADWAY SECTION AS SHOWN. DIVERT ALL SURFACE RUNOFF TO POND DURING CONST. 4. CONSTRUCT THE UTILITIES AND ROADWAY IMPROVEMENTS, INCLUDING THE STORM DRAIN COLLECTION AND INFILTRATION SYSTEM. PLACE FILTER FABRIC FENCING AROUND CBS DURING CONSTRUCTION TO PREVENT SILTATION, REMOVE ONLY WHEN PAVING IS COMPLETE. CLEAN ALL CB'S AND PIPING. 5. COMPLETE LANDSCAPING, REMOVE TESC FACILITIES ONLY WHEN FINAL SITE STABILIZATION AND APPROVAL FROM THE CITY HAS BEEN RECEIVED. , VGIrGf�/"1L VVIIJ 1 f�V�r I IVIr IVV I GJ FOR GRADING, DRAINAGE AND EROSION CONTROL 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 (RETENTION IF INFILTRATION SYSTEM IS USED) 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 (RETENTION IF INFILTRATION SYSTEM IS USED) 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. 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 PROJECT REF: ,,_-,#C003 -SS //Z%f These plans are approved for conformance with the City of Auburn's Engineering Division Requirements. Approved By. Date Approved: - X/zojyj Record Drawing Certification Tnese drawings conform to the Contractor's construction records. By: Date: Title/position: Confirmed by City Date: SCALE 1" = 20 FEET CONTOUR INTERVAL 2 FEET DATUM TP#1 RR SPIKE IN PP AT SO SIDE OF 2ND ST SE, APPROX 280 FT EAST OF V CITY OF AUBURN ELEV 73.23 FB#1979--6 TOPO AND BOUNDARY SURVEY BY DRYCO, FEDERAL WAY, WA PH 253-838-1937 EXPIRES 6 4%99 1 z Q a. i V_ • kfA� �� • w • Ll_J r l� • e F—i fir..✓ ~c O U W I� C F� �CN i V0 �0 .0 O ►C- I� � " a o E 0 >. >N. dM 0 ON H �EW cc 0LOZ C 1 _M!!�CLNCL PF n15 6 of 7 OID162S s U z 0 0 LO z H rr w w CID z w J w Y 0 Cn w I - CD z w U 0 E a L n Q w D LIO a w 0 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 (RETENTION IF INFILTRATION SYSTEM IS USED) 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 (RETENTION IF INFILTRATION SYSTEM IS USED) 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, 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. GENERAL CONSTRUCTION NOTES 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE CITY OF AUBURN'S REQUIREMENTS AND SPECIFICATIONS. 2. ALL WORK SHALL CONFORM TO THESE DRAWINGS AND THE RULES AND REGULATIONS OF THE "WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT/APWA) STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" LATEST EDITION, EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY OF AUBURN STANDARD DETAILS AND DEVELOPMENT PROJECT SPECIFICATIONS. 3. THE CONTRACTOR IS REQUIRED TO HAVE A COPY OF CITY OF AUBURN STANDARD CONSTRUCTION NOTES, DETAILS AND SPECIFICATIONS AVAILABLE AT THE JOB SITE ALONG WITH A COPY OF THE APPROVED DEVELOPMENT PLANS. 4. A PRE -CONSTRUCTION MEETING SHALL BE REQUIRED PRIOR TO ANY ON -SITE WORK FOR ALL PUBLIC FACILITY EXTENSION PROJECTS. 5. LOCATIONS SHOWN FOR EXISTING UTILITIES ARE APPROXIMATE. IDENTIFICATION, LOCATION MARKING AND RESPONSIBILITY FOR UNDERGROUND FACILITIES OR UTILITIES IS GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON. 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). 6. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD ELECTRICAL LINES ARE NOT SHOWN ON THE DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING THE EXTENT OF ANY HAZARD CREATED BY OVERHEAD ELECTRICAL POWER IN ALL AREAS AND SHALL FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATION. 7. TRAFFIC CONTROL AND STREET MAINTENANCE FOR SAFETY OF THE TRAVELING PUBLIC ON THIS PROJECT SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ALL METHODS AND EQUIPMENT USED WILL BE SUBJECT TO THE APPROVAL OF THE CITY OF AUBURN. CONTRACTORS AND THEIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERATIONS OR NEGLIGENCE CONNECTED WITH THEM, 8. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL ON -SITE STORMWATER RUNOFF BY USING TEMPORARY OR PERMANENT DRAINAGE EROSION/SILTATION CONTROL PROCEDURES. 9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND UTILITIES. 10. EXISTING PAVEMENT SURFACES SHALL BE SAW CUT FULL DEPTH WITH STRAIGHT, UNIFORM EDGES 12 INCHES (12") OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETWEEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHALT EMULSION (CSS-1). 11. TIME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS-O€WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE -CONSTRUCTION MEETING. 12. THE CONTRACTOR SHALL INSTALL, REPLACE, OR RELOCATE ALL SIGNS, AS SHOWN ON THE PLANS OR AS AFFECTED BY CONSTRUCTION, PER THE CITY'S STANDARD DETAIL NO. TRSP-1. 13. POWER, CABLE AND TELEPHONE LINES SHALL BE IN A TRENCH WITH A MINIMUM HORIZONTAL SEPARATION FROM OTHER UTILITIES (SEWER, WATER, STORM) OF FIVE FEET (5'). 14. 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. 15. THE CONTRACTOR WILL BE REQUIRED TO WATER THE SITE, AS NECESSARY, TO REDUCE EMISSIONS AS A RESULT OF CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO SWEEP ALL AFFECTED PUBLIC ROADS, AS NECESSARY; TO REMOVE MUD DEPOSITED AS A RESULT OF PROJECT CONSTRUCTION ACTIVITY. 16. CERTIFIED DRAWINGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITY'S "RECORD CONSTRUCTION DRAWINGS" REQUIREMENT. 17. FOR MANHOLE AND CATCH BASIN RIM ADJUSTMENT, MAXIMUM ADJUSTMENT WITH BRICK OF RIMS AND CASTINGS SHALL BE 14 INCHES (14") WITHOUT ADDING NEW SECTIONS. 18. ALL MANHOLES, CATCH BASINS, AND VALVES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED AFTER ASPHALT PAVING, AND CONFORM TO THE CITY'S STANDARD ADJUSTMENT DETAIL NO. STFG-1. ALL UTILITY CASTINGS OUTSIDE OF PAVED AREAS SHALL BE INSTALLED WITH A CONCRETE COLLAR AROUND THEM. 19. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SDR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. 20. THE MAXIMUM LAYING LENGTHS SHALL NOT EXCEED 12'6" FOR SDR 21 OR 35 PIPE. 21. BEDDING FOR PVC, CONCRETE AND DUCTILE IRON PIPE SHALL BE 5/8 INCH MINUS CRUSHED ROCK, SIX INCHES (6") MINIMUM UNDER, TO SIX INCHES (6") MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO. GEPT-2 22. REFER TO AUBURN STANDARD TRENCH EXCAVATION AND BACKFILL DETAIL NOS. GEPT-1 AND GE PT-2 FOR CONSTRUCTION PROCEDURES. 23. ALL IMPORTED PIPE TRENCH BACKFILL MATERIAL SHALL BE BANK RUN GRAVEL, FOR TRENCH BACKFILL PER SECTION 9-03.14. 24. PIPE TRENCH BACKFILL MATERIAL WITHIN THE IMPROVED RIGHT-OF-WAY SHALL BE 5/8 INCH MINUS CRUSHED ROCK WHEN CONNECTION IS PERPENDICULAR TO THE CITY STREET, AS PER CITY OF AUBURN STANDARD DETAIL GEPT-1. 25. CONSTRUCTION OF PROPOSED IMPROVEMENTS SHALL BE IN ACCORDANCE WITH APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY OF AUBURN. ASHLEY AVE SUBDIVISION, AUBURN, WA A PORTION OF THE SW/4 OF THE NE/4 OF THE SW/4, SEC 17, TWP 21N, RGE 5E. W.M. STORM SEWER CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMITS FROM THE CITY OF AUBURN, PRIOR TO CONSTRUCTION. 2. ALL STORM DRAINS WITHIN THE DEVELOPMENT SHALL HAVE STENCILED "DUMP NO WASTE DRAINS TO "EITHER" STREAMS, "WETLANDS," OR "GROUNDWATER" AS APPLICABLE. SANITARY SEWER SYSTEM CONSTRUCTION NOTES 1. THE LOCATION OF THE SIDE SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2 X 4, FOUR FEET (4') LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (3'). THE LOWER END SHALL HAVE A 2 X 4 CLEAT NAILED TO IT TO PREVENT WITHDRAWAL OF THE STAKE. THE EXPOSED ONE FOOT (1') SHALL BE PAINTED TRAFFIC YELLOW AND THE DEPTH TO THE SIDE SEWER OR TEE SHALL BE INDICATED IN BLACK PAINT ON THE 2 X 4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 3. UNLESS OTHERWISE APPROVED, THE CITY OF AUBURN SHALL DO ALL CONNECTIONS TO EXISTING SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PAVEMENT EXCAVATION, PIPE INSTALLATION, BACKFILL AND PAVEMENT RESTORATION. WATERLINE CONSTRUCTION NOTES 1. PIPE FOR WATER MAINS SHALL BE DUCTILE IRON MEETING ANSI SPECIFICATIONS A-21 .51 OF LATEST REVISIONS AND SHALL BE THICKNESS CLASS 52. PIPE SHALL BE CEMENT -LINED, IN ACCORDANCE WITH ANSI SPECIFICATION A-21 .4 OF LATEST REVISION. 2. ALL PUBLIC WATER MAINS SHALL HAVE A MINIMUM COVER OF FORTY-TWO INCHES (42" 3. ALL VALVES FOR WATER MAINS SHALL BE RESILIENT WEDGE GATE VALVES FOR TWELVE -INCH (12") AND SMALLER. BUTTERFLY VALVES SHALL BE USED WHEN OVER TWELVE -INCHES (12"). 4. JOINTS, EXCEPT WHERE OTHERWISE REQUIRED OR SHOWN ON THE DRAWINGS, SHALL BE EITHER MECHANICAL -BOLTED TYPE, OR PUSH -ON RUBBER RING GASKET TYPE, CONFORMING TO AMERICAN NATIONAL STANDARD A-21 .11. 5. PIPEFITTINGS SHALL BE DUCTILE IRON AND SHALL HAVE THE SAME KIND OF COATING, LINING AND STRENGTH AS THE PIPE TO WHICH CONNECTED AND SHALL CONFORM TO ANSI SPECIFICATIONS A-21.10 AND A-21.11 OF LATEST REVISION. 6. HYDROSTATIC TESTS ON THE NEW PIPE LINE SHALL BE MADE IN ACCORDANCE WITH THE PROCEDURE FOR WATER -PRESSURE TESTING WATER MAINS AND THE LATEST PROVISIONS OF AWWA C 600, EXCEPT AS MODIFIED HEREIN. THE CONTRACTOR SHALL FURNISH ALL EQUIPMENT NECESSARY TO MAKE THE TEST, AND THE CONTRACTOR SHALL CONDUCT ALL TESTS UNDER THE SUPERVISION OF THE ENGINEER. PRESSURE TESTS SHALL BE MADE ON ALL PIPING AND APPURTENANCES INSTALLED UNDER THIS CONTRACT, INCLUDING ALL CONNECTIONS TO EXISTING MAINS AT A MINIMUM TEST PRESSURE OF 200 PSI. 7. DISINFECTION OF THE NEW WATER SYSTEM SHALL BE REQUIRED PRIOR TO CONNECTION TO THE EXISTING WATER MAINS AND SHALL BE IN ACCORDANCE WITH THE LATEST PROVISIONS OF AWWA C 601. 8. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY WATER SERVICE CONNECTION PERMITS FROM THE CITY OF AUBURN PRIOR TO CONSTRUCTION. 9. INSTALLATION OF CORPORATE STOPS, WATER SERVICE, LINES AND METERS SHALL BE PER CITY OF AUBURN STANDARD DETAILS NUMBERS WASM 1, 2, 3 AND 5. SERVICES SHALL BE A MINIMUM 3/4 INCH. THE CITY OF AUBURN WILL INSTALL THE METERS. 10. RESTRAINED JOINTS SHALL BE USED AT ALL BENDS. FOR TEES, 90§ BENDS, AND SPECIAL CIRCUMSTANCES, CONCRETE BLOCKING SHALL ALSO BE USED. SEE STANDARD DETAIL WABL-1. 11. ALL WATER MAINS SHALL HAVE A BLOWOFF ASSEMBLY AT LOW POINT AND AN AIR VACUUM RELIEF VALVE AT HIGH POINT OF MAIN. SEE STANDARD DETAILS WAAR-1 AND WABO-1. 12. THE FIRE HYDRANT ASSEMBLIES SHALL CONFORM TO STANDARD DETAIL WAFH-1 AND SHALL STAND PLUMB. SET TO FINISHED GRADE WITH THE LOWEST OUTLET BEING NO LESS THAN 18 INCHES (18") FROM FINISHED GRADE AND A CLEAR ZONE AROUND HYDRANT OF NO LESS THAN 36 INCHES (36"). THE PUMPER PORT SHALL FACE STREET OR FIRE ACCESS. 13. ALL VALVE BOXES IN PUBLIC RIGHTS -OF -WAY OR EASEMENTS SHALL BE ADJUSTED TO FINAL GRADE AFTER FINAL PAVING IS COMPLETE IN ACCORDANCE WITH THE CITY OF AUBURN'S STANDARD DETAIL NO. STFG-1. 14. BACKFLOW DEVICES REQUIRED WITH FIRE PROTECTION AND IRRIGATION SYSTEMS, AND TO BE INSTALLED PER THE CITY OF AUBURN'S DETAILS. 15. THE UNDERGROUND FIRE SPRINKLER SYSTEM SHALL BE APPROVED BY THE FIRE MARSHAL AND INSTALLED BY A STATE LICENSED FIRE SPRINKLER CONTRACTOR. 16. STREET OR PARKING LOT CURBS SHALL BE PAINTED WITH FORMULA WID-Y1 (YELLOW) 15 FEET (15') EACH SIDE OF ALL FIRE HYDRANTS, AS DIRECTED BY THE CITY. PROJECT REF: d ac gS!_ 9 sP' These plans are approved for conformance with the City of Auburn's Engineering Division Requirements. Approved BY. Date Approved: / 2d 5 _ EXPIRES 6/4/99 Record Drawing Certification Tnese drawings conform to the Contractor's construction records. Date: Title/position: _ Confirmed by City Date: � co Ch `,- N Q xx Mm QQ 00 �7_ N 0 z x o a a a o w Li W� S 5 M) N Z a rn o-oo o Fr) 0 tD > a) I x c o 00 O c � ,o ->rn La C==D) (n "� UO �U LILJ 'c o 00 > 3 C � Y c ca w an M c 00 > � o c M 000 00 ...rim.. c r o -0 U ° L. C� 00 (n00 mo c w W -° c � �o E .� o > cn ►--� > o o a� O N N w E� c w ��s d N IZ 00 625