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HomeMy WebLinkAbout02D1673-qFr, - R- TWP- .2n At- - RaF -6 F W M- LAKELAND HILLS AREA 5 DIVE IB S.F.D.C. ALLEY LEM& DESCRIPTION LOT i, LAKELAADHILLS, CITY OF AUBURN SHORT PLAT DESCRIBED As FOLLOHS.- A PARCEL OF LAND IN SEC77ON 6, TOWSHIP 20 NORTH, RANGE 5 EAST, WM, IN THE CITY OF AUBURN, Plf-RCE COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS - COMMENCING A T THE EAST OUARTR CORNER OF SAID SEC77ON 6,- THENCE 501 4J'16"W ALONG THE EAST LINE OF SAID 5f C77ON 6, A DISTANCE OF 1519.81 FEET TO THE NORTHERL Y MARGIN OF LAKE TAPPS PARKWA Y EAST PER DEED RECORD0 UNDER RECORDING NUMBLR 200108200863, RECORDS OF SAID COUNTY; THENCE ALONG SAID MARGIN THE FOLLOWNG FOUR COURSES AND DISTANCE; THENCE S59VI'12*vW 64J53 FEET TO A POINT OF TANGENCY WTH A 1940.00 FOOT RADIUS CIRCULAR CURVE TO THE RIGHT; 7HENCE AESTERL Y, AL ONG SAID CUR VE, THROUGH A CENTRAL ANGLE OF 137542 0, AN ARC DISTANCE OF 449. 03 Ff FT TO A POINT OF NON- TANGENCY; THENCE S76105'J80W 582J fFET TO A INTERSEC17ON WTH A 19J700 FOOT RADIUS CIRCULAR CURVE TO T HE RIGHT FROM AHICH POINT THE CENTER OF SAID CURVE 8EARS N1559'581W, THENCE NESTRL Y, ALONG SAID CURVE, 7HROUGH A CENTRAL ANGLf - OF 10 22'10'v, AN ARC DISTANCE OF 350.56 ff ET,- THf -NCf - N20 10329 V AND LEA WNG SAID NORTHERL Y MARGIN, 521.09 FLET TO A POINT OF INTRSEC77ON WTH A 87750 FOOT RADIUS CIRCULAR CURVE TO THE RIGHT FROM WICH POINT THE CENTER OF SAID CURVE BEARS N20V3297k, SAID POINT BEING ON THE SOUTHERL Y MARGIN OF THA T POR77ON CONVEY0 TO THE CITY OF AUBURN FOR ROAD RIGHT- OF- W4 Y BY DEED RECORDED UNDER RECORDING NUMBf R 200205060960, RECORDS OF SAID COUNTY; THENCE AESTERL Y, AN v M H A CENTRAL ANGLE OF 15:J256- AN ARC DISTANCE OF 2J8.14 fFET TO A ALONG SAID CURVL D SOUTHERN ARGIN, THROUG POINT ON THE NE57ERLYMARGIN OF THATPOR77ON CONVEYED TO THE CITY OFAUBURN BYSAID DfE9,- THENCE 0470�JJIW ALONG SAID #ESTERLYMARGIN, 55.00FEETTOA POINTOFINTERSECflON WTHA 822.50 FOOT RADIUS CIRCULAR CURVE TO THELEFTFROM W11CH POINT THE CENTER OF SAID CURVE BEARS NO4:J0'JJfflW, THENCE EA57ERL Y, ALONG SAID CURVE AND THE NORTHERL Y MARGIN OF SAID ROAD Df E9 THROUGH A CENTRAL ANGLE OF 07:J9'07" AN ARC DISTANCE OF 109.85 FEET TO A POINT OF COMPOUND CURVA 7URE W TH A 35. 00 FO 0 T RA DIUS CIRCUL A R CUR If - TO THf - L EF T, - THENCE L A 5 TERL Y A AD NOR 7HERL Y, A L ONG SA ID CUR VE A ND THE EASTERL Y MARGIN OF SAID ROAD DEED,- THROUGH A CEIVI-RAL ANGLE OF 9026'12 -1 AN ARC DISTANCE OF 55.24 ff FT TO A POINT OF TANGENCY; 171ENCE N123552"W, ALONG SAID EA57ERL Y MARGIN, 194.46 fEFT TO THE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL' THENCE 57154a5lW 74.J5 Fff-T,' THfNCf- N180257W 29.20 fff-T TO A POINT OF TANGENCY WTH A 45.00 fOOT RADIUS CIRCULAR CUR k� TO THf - LEFT; THENCE NORTHERL Y AND AESTERL Y, AL ONG SAID CUR VE, THROUGH A CEN7PAL ANGLE OF 977J'030, AN ARC DISTANCE OF 76.J5 FEET TO A POINT OF TANGENCY; THENCE 564-41'J27W 19.49 FfFT TO INTERSfICT THE ARC OF A 26700 FOOT RADIUS CIRCULAR CURVE TO THE LEFT FROM W11CH POINT THE CENTER OF SAID CURVE BEARS 564"41'32"W, THENCENORTHERL Y, ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 2078'18m, AN ARC DISTANCE OF 94.62 FEET; THfNCE 54423-15-W 98.66 FEET,' THENCE NJ729'05"W 113 41 FEET TO A POINT OF TANGENCY WTH A 660 00 FOOT RADIUS CIRCULAR CURV� TO 771E LEFT; THENCE NORTH#ESTERL Y, ALONG SAID CURVE, THROUGH A CENTRAL ANGLE OF J7:59550, AN ARC DISTANCE OF 4J7 71 FEET TO A POINT OF TANGENCY; THENCE N7529'001W 3367 FEET TO A POINT OF TANGLNCY WTH A 660.00 FEETRADIUS CIRCULAR CURVE TO THELfFT' 7/ ENCE AESIFRL Y, AL ONG SAID CUR VE, THROUGH A CSN TRAL ANGLE OF J4 79'05 -0 AN ARC DISTANCE OF 395 31 FEET; 7HENCE N11 V9'OJ-W 26J 55 f TFT,- THENCE N08-4821 -W J88.78 FEET TO A POINT OF TANGf NCY WTH A J70. 00 FOOT RADIUS CIRCULAR CURW TO THE RIGHT, THENC[ - NORTHERL Y, AL ONG SAID CURVE, THROUGH A CENTRAL ANGLE OF 11 VJ'10',' AN ARC DISTANCE OF 71.38 f FET TO A POINT OF TANGENC Y; THENCE IV02 7449 "E 212.70 FEET; THENCE N76 72'00 -E 874.27 FEET TO A POINT ON THE HESTERL Y MARGIN OF THA T POR 77ON CON VEYED TO THE Cl TY OF A UBURN 8 Y SAID DEED,' THENCE AL ONG SA ID MARGIN THE FOL L 0 WNG R V� COURSES AND DISTANCES; THENCE 512J5�52'E' 582.61 FEET TO A POINT OF TANGENCY WTH A 68250 FOOT RADIUS CIRCULAR CURVE TO THE LEFT, THENCE SOUTHSfiL Y, AL ONG SAID CUR Vf, THROUGH A CENTRAL ANGLE OF 12 41102 N, AN ARC DISTANCE OF 151.09 FLET TO A POINT OF TANGENCY; THENCE 5257654"E 111. 7J FEET TO A POINT OF TANGENCY W171 A 62750 FOOT RADIUS CIRCULAR CURVE TO RIGHT, THENCE SOUTHERL Y, AL ONG SAID CUR VE, THROUGH A 6SV7RAL ANGLE OF 12'41'02',' A ARC DISTANCE OF 138. 91 F5f -T TO A POIN T OF TANGENC Y,' THENCE S12:J5:52 IE 55190 FEET TO THE POIN T OF 8f GINNING. CONTAINS 1, 122,850-1 SOUARE FEET (25 77711 ACRES). PARCEL Y TAX AS5ESSOR NO. 05-2006-2-046 GENERA L CONS TRUC TION NO TES (CONTINUED ON SHEET Cl 04) 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURN'S fiSQUIRSMENTS AND RE IN ACCORDANCE WTH THE APPROVED PLANS ANY CHANGES FROM THE APPROVED PLAN MLL REWIRE APPROVAL FROM THE OWER, ENGINEER AND 7W CITY 2 ALL WORKMANSHIP AND MA Tf -RIALS SHALL CONFORM TO THf - "WASHINGTON STATE DEPARTMENT OF 7RANSPORTA TION (45DOT) STANDARD SPECIFICA77ONS FOR ROAD, 8RIDGE, AND MUNICIPAL CONSTRUC770W (20001LA7FST E91770N), Elff-PT WERE SUPPLEMENTED TS SHALL BE A V41tA OR MODIFIED BY THE CITY:5 CONSTRUC77ON STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMEN BLE A T THE JOB S17F DURING CONSTRUC77ON 3 A PRE-CONSTRUC77ON MEE77NG SHALL BE RFOUIRLD PRIOR TO THE START OF ALL CON57RUC770N CONTACT THE PUBLIC MORKS Df -TARTMENT AT 20-01-3010 TO SCHED&Lf -A MEEWG. 4 LOCA 77ONS SHOW FOR EXISANG U77LI77ES ARE APPROWMA 7Z-. THE CONTRACTOR IS CAU77ONED THA T OVERHEAD UNITY LINES MA Y NOT BE 5HOW ON THE DRA WNGS IT SHALL 8f - THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE TRUE ELEVA 77ONS AND LOCA 77ONS OF ALL UNDERGROUND UflUflES AND THE fXITNT Of - ANY HAZARD �kiA rED BY OVERHEAD U77LITY LINES. 1DLN77f1C4 170N, LOCA 77ON MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACIURFS OR UNIRtS, IS GOVERNED BY THE PROWSIONS OF CHAP7E? 19.122 REWSED CODE OF WASHINGTON (RCW). PRIOR TO STAR77NC COWSTRUC770N, THE CONTRACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR U77LITY LOCA77ONS (WATER, SANITARY SEWER, STORY SEHER, GAS, POWER, TELEPHONE AND TELEWSION). 5. PRIOR TO THE START OF CONSTRUC77ON A PROPOSED ROU7F AND SCHEDULE FOR HAULING MA 7FRIAZ TO THE 517F SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THA T THE PROPOSED HAUL ROUTE AL.L AD6RSEL Y IMPACT 771E STREET NE7WORK, HAULING MA Y BE LIMITED TO APFROPRIA TE OFF-PEAK HOURS OR AL TERNA 7F ROUTf S 6. THE CON7RACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT PRIOR TO THE START OF WORK, ALL METHODS AND EOUIPMENT USED FOR TRAFRC CONTROL AND STREET MAINTENANCE 5HALZ BE SUBMITTD TO THE CITY FOR APPROVAL. C010RACTORS AND THEIR SURETY SHALL BE L)ABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPLRTY SUFFERED BECAUSE OF CONNACTORS OPERA 77ONS OR NEGLIGENCE CONNECTED WTH THEM 7 ALL CON57RUCRON SURVEYNG FOR EXTENSIONS OF PUBLIC FACIL177f-5 SHALL BE DONE UNDER THE DIREC77ON OF A WASHINGTON L/CfNSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIKL ENGINEER. 8 CERRFIED DRAWNGS ARE REOUIRED PRIOR TO PROJECT ACCEPTANCE REFER TO 77HE CITY'S "RECORD COIVSTRUC77ON DOCUYEVT' HANDOUT u Fz 1 r*4 c=4b, �rc> SEC.6,TWP. 20 N., RGE.S E., WmM. CONSTRUCTION SEQUENCE 1. CA Z L ONE- CA L Z L OCA IT FOR THE L OCA PON OF f XIS 77NG U 77L I 77f -5 IN AREAS CRI77CAL TO DESIGN (1-800-424-5555). 2. HOLD PRECON57PUC77ON CONFERENCE WTH CITY OF AUBURN AND CITY OF BONNEY LAKE WA 7b? DEPT J INSTALL TEMPORARY EROSION AM9 SEDIMENT CONTROL MEASURES AS IDEN77FIED ON SHEET 2 AND BY THE GRADING AND EROSION C01V7R0L CONSTRUCTION S500SYCE ON SHEET 2 4. CALL CITY OF AUBURN FOR INSPEC77ON 5 CONTRACTOR AND DEVELOPER *LL BE RESPONS19LE FOR ADD177ONAL EROSION CON7POL MEASURES AS NECESSARY 6 GRADE PROdECT TO PLAN GRADES 7 INSTALL SANITARY SEWR SYSTEM. 8. INSTALL STORM SYSTEM. 9. INS TA L L W4 Tf -R 5 Y5 Tf M. 10. INSTALL ALL OTHER URUflES 11. CL fA N CA TCH BA SINS 8 Y REMO VNG SEDIMEN T A AD DEBRIS 12. HYDROSLED ALL DA YZIGHT SL Off -5 AND OTHER AREAS TO Rf -MAIN UA(WORKf D. 13 PA VE S17E 14. V5RIFY STABILIZA WN OF SITE 15 CALL CITY OF AUBURN FOR 517F INSPECTION LEGEND EXIS 17NG PROPOSED w I CR Typr // CH SA Ml TA R Y 5EWER MH FIRE HYDRANT '�L[ Ig WATER R T77NGS iml GA 7F VAL Vf Eil W4 TL R METER EEZ IRRIGA flON METER W115DC V A 5SEY8Z Y ro-1 T AIR REZEASE VALVE v . 8L 0 W- OFF A SSEUBL Y v CONCRf -/T 8L OCA(ING 0 6LEANOUT AS NOTED ON PLAN 0 YARD DRAIN (2) LANDSCAPE DRA11V E11577NG CONTOUR --600— PROPOSED CONTOUR -598.00 PROPOSED SPOT GRADE PROPOS �D ROCKER Y > 24 PROPOS0 ROCKERY HEIGHT LAA95`ClPf- ROCkE?Y 6"-24" 2z PROPOSED SLOPE PROPOSf D PA VEMf N T MAILBOX STAND 57REET LIGHT DOWHILL BUILDING FOUNDA 77ON UPHILL BUILDING FOUNDA 77ON SIDESTEP BUILDING FOUNDA 170N OWNERIDEVELOPER LAKELAND S.FD.C. 1, L.L.C. 11624 SE. 57H ST SU17F 200 BELLEVUE, WASHINGTON 98005 CON TA C T' RA NO Y FORS YTH (425) 586-7700 VEYOR CORE DESIGN INC. 14711 N.E. 29TH PLACE, SUITE 101 BEL L E VUE, WASHINGTON 98007 CON TA C T' GARY R SHARNBROICH, PE (425) 885-7877 GEOTSCHNICAL ENGINEER EARTH CONSULTANTS, INC. 1805 067H PLACE N.E, SUITE 201 BELLEL4JE, WASHINGTON 98005 CONTACT' SCOTT DINKELMAh' RPG (425) 64J-J780 ARCHITECT MIL BRA NO T A RCHI TEC TS 11715 SE. 57H ST, SUITE 100 BELLEVUE, WASHINGTON 98005 CONTACT' BOB WEIBLE (425) 454- 71JO LANDSCAPEARCHITECT WEISMAN DESIGN GROUP 2329 EA 5 T IWA DISON S T SEA TTLE, WASHINGTON 98112-5416 CON TA C T' NICK HA GA N (206) J22-17J2 SITE DA TA EXIS77NG ZONIM MFA - 1 57 IT AREA. 1, 122,850 5 F (25.7 A C) NUMBER OF DHEZLING UNITS- 2 12 SINGL f - FA MIL Y DETA CHED UNI TS A Off-55- 28' PRI VA /T A CCL-55 IRA C TS 20'ALLEYS MAXIMUM BUILDING Hf -IGH T JO'(2J'MAX PROPOSED) BUILDING FOOTPRINT COVERAGE 266,2721 SF TOTAL IMPERVIOUS AREA: 600, 000-1 5 F PARKING STA TST`C5' 5f f - SHf f -T A2 OF ARCHITf 'CTS PLANS ZITIL17YPROVIDERS WA TER CITY OF BONNEY LAKE SEWER arY OF AUBURN Po PuGEr S-0--W-D ENERGY TELEPHONE BASIS OFBEARINGS NO IVY1 6 NE FOR THE EA 5 T L INE OF THE 50LITHEAST QUARTER OF SEC77ON 6, TOWSHIP 20 NORTH, RANGE 5 EAST, WM, PER RE -CORD OF SURVEY RECORDED UNDER A. FN 200102265002. DA TLIM NA V9 88 BENCHMARKS I BRASS SURFACE MON OINTERSLICPON LAKE -LAND HILL 5 WA Y & EVERCREEN WA Y 5 f fLEVA )ION 564.51 2 BRASSSURFACE MON PINERSEC770V LAKELAND HILLS WA Y JAMES A VE SE f LEVA 77ON 498.32 A L GONA PACIRC JRD A VE 87H ST E AUBURN t "K KING 00LINTY 51 Sp, EVERGREEN WA Y Sfir- XING COU TY - m - - Lai TY Ui )v S 62ND 517F T�% ST 5F PIERCECOLIWY VICIN17YMAP l' 4 MILE. INDEX SHLET NAME Df -SCRIP 17ON 1 67.01 2 Cl. 02 cl. oj 4 cl. 04 5-7 U. 01 - C2. OJ 8-10 0.01-00 11 0. 21 12-28 C4. 01- C4.17 29-43 C5. 01 - C5.15 44-46 C7. 01 - C7. OJ 47-48 C7.04- C7.05 49-50 C7.06- C7.07 SUMNER TA PPS HWY f /77Y SHEET OVERALL PLAN AND Kf AP LAI(EAND HILLS OVERALL PLAN S/ TE DE TA 15 A ND GENERA L NO Tf -5 SPOSION CONTROL PLAN GRADING PLAN S/T SEC 77ONS 5 TORM DRA INA Gf - PL A NIPR OFIL f WA TR A ND SA N1 TA R r SE WER PL A NIPR OFIL E COMPOSI /T U 77L / 77ES A ND EA SEMEN T PL A N HORIZONTAL CONI-ROL PLAN STREFT UGH17NG AND MAILBOW PLAN A7 NOTE' CONNA CTOR /S REWIRED TO HAVE THE CITY OF AUBURN STANDARD N07ES AND STANDARD DETAILS AND 5PSCIFICA 77ONS A VAILAbLE ON JOB SITE WHENEVER CONSTRUC77ON IS IN PROGRESS UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1-800-424-5555 FOR WA TER ONL Y THESE PLANS ARE HEREBY APPROVED FOR CONFORMANCE WTH THE CITY Of - BONNf -Y LAKE PUBLIC #VRKS STANDARDS AND 5PECIFICA 77aVS APPROVAL /S VALID FOR A Pf R109 OF 12 MONTHS fROM DA Tf OF SIGNA 17JRf di p p CITY IbIONEER DA TE RECORD DRAWNG CER77RCA77ON THESE DRA WNGS CONFORM TO THE CONTRACTOR�� CON57PUC77ON RECORDS p Y. DA TE: TITLEIPOSITION. CONFIRMED BY Cl T Y DA TE: PROJECT REF. FAC OJ-0014 171ESE PLANS ARE APPROVED FOR CONFORMANCE WTH 7HE CITY OF44WS ENGINEERING DIWSION REOUIREMf A PPRO VED 8 Y.- DA=66e� DA TE A PFRO VED: :d3,&3 u� LLJ k Qj Lj Qc z 0 LLJ On Ln co c LE N, C,4 co C'4 V) 0 1 co uj ui U-j Lu z N. Lu - ---- -%4 %4 '*'4 1 zR:t *4 N`� Q) 14� CJ �s ft Q) k,:z� V4 (f) - - "K W4 ;-t - N- .14 .;:z L4 -4j, -L,-j t4 %.4;z 6) t %4 60 w :lz &- < z lui fl� �3 �i ('� :t w --D 0 LLJ LLJ Z Z > 0 LLJ c) 0-- Qr, co < 0- < Lij cif 0- Q 1 0 1 Q I < SHEET NUMBER C-1. 0.1 SHEET 0 F 50 PROJECT NUMBER 02077 re) 0 -ct d SEC.6, TWP. 20 N., RGE. 5 El W.M. Q za • 1 1 SCALE.- RECORD DRAWING CER TIFICA TION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS BY DA TE.' TITLE/POSITION.' CONFIRMED BY CITY PROJECT REF FAC 03-0014 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DI KSION REQUIREMENTS. APPROVED BY —A DA TE APPRO VED: Q�\ W z L! Qr oN,o � Li W W W On IQ4�"-1 Qn: � (Q2 I Lk" � Emu ♦ O�� O 0I N :. cm a I M Off. O tv +� p co W c" O, ki o NV a a c u. N o W co Z ti h > CO d co R y N V z W 4 V z Z z Q J d, V Z W W z z W W U, O Q n Q W 0� a- 0 0 o 1 Q SHEET NUMBER SHEET OF 2 so PROJECT NUMBER 02077 SEC. 6. TWP. 20 N.. RGE. 5 E. W.M. 36 .3i - - 1 N 89 06 47"W I 58.35 CAL C. (58.34-APFX) I I 1 - I I 3 4 03 A 0 za 3 Q 0 t W 0 cm �m Y D 11 d N 8834 43"W 2579. 07 N6834'36"W 2604.67 _ 2582.05 N 880121'9/ — N 8834'43"W 19.47 I I i 7 CONTROL DIAGRAM 1 = J00' N 8834'43"W --- 2598.�43 --- wl LAKELAND 01V. 1 PHASE 3 REC. N0. 2004115002 ASHTON AT LAKELAND DI V. 1 PHASE 1 REC. N0. 9808245001 •� EVERGREEN J REC. NO. 200010165002 f'Af�lr`Y,4 Y EAST 2551.06-APEX 255I19-LPM) _ — N 880305 41--APEX (N 8802'90'=LPM) EVERGREEN 2 REC. NO. 200010165001 RECORD DRAWING CERI7FICAT/ON W-5f- DRAWINGS CONFORM TO THE CONTRACTOR'S CONSIRUC17ON RECORDS BY DA TE.- TI TLE/POST TION.- CONFIRMED BY CITY DA TE.- N SCALE.• 1 " •150 300 60 "///* -' % PROJECT REF FAC 03-0014 THESE PLANS ARE APPRO1 FD FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIV75ION REQUIREMENTS APPROVED BY: �iw� -+•�/� DA TE APPRO VED: I— wLk O h - w W z a ~ O ~ 5; Ld CE W W W 5 U O z h N V co Z 4 v o 00 CT O to co «1 uw > CV 0 W z � m ao � Z z Z Q a Z Q � � V Q %4 o V AN p Q Q W O v h� ;Pi � 4ww p �J QQ3w W J � Jim Q � W W O W LZt C� Z w o o z z o (3 � ff V) Q 0- d w 0�- I1 <C SHEET NUMBER C1. 03 SHEET OF 3 5a PROJECT NUMBER 02077 zip ,a Y o1D It -?3 _ Fr- G_ TWP_ 2D N__ RGE_ 5 F. W.M_ GENERAL CONSTRUCTION NOTES (CONTINUED FROM TITLE SHEET C1.01) 9. EXl577NG PA VEMENT SURFACES SHALL BE SAW CUT FULL DEPTH W 171 STRAIGHT, UNIFORM EDGES 12 INCHES (12) OUT FROM THE EDGE OF EXCAVATION. ALL JOINTS BETEN THE NEW AND ORIGINAL PAVEMENT SHALL BE PAINTED WITH ASPHAL T EMULSION (CS5-1). 10. 77ME LIMIT RESTRICTIONS WITHIN EXISTING RIGHTS -OF -WAY WILL BE APPLICABLE AND DETERMINED AT THE PRE -CONSTRUCTION MEETTNG. 11. PVC MANHOLE ADAPTERS OR APPROVED EQUAL SHALL BE USED TO MAKE ALL CONNECTIONS OF SOR 21 OR 35 PVC PIPE TO MANHOLES OR CATCH BASINS. 12. BEDDING FOR PVC, CONCRETE AND DUC77LE IRON PIPE SHALL BE 5/8 /NCH MINUS CRUSHED ROCK, SIX INCHES (6 MINIMUM UNDER, TO Sl)( INCHES (6 � MINIMUM OVER THE PIPE, AS PER THE CITY OF AUBURN STANDARD DETAIL NO.. GEPT-2. 13. REFER TO AUBURN STANDARD TRENCH EXCA VA TION AND BACKFILL DETAIL NOS. GEPT-1 AND GEPT-2 FOR CONSTRUC77ON PROCEDURES. CITY OFAUBURN GRADING AND EROSION CONTROL NOTES 1. WITHIN 1H£ CITY OF AUBURN, ALL REQUIRED RE7EN770N OR DE7FN770N, SEDIMENTATION AND EROSION CONTROL FACIL177ES MUST BE CONSTRUCTED AND IN OPERA770N, PRIOR TO LAND CLEARING AND/OR OTHER CONSIRUC7701V AC77WRES, TO INSURE THAT SEDIMENT -LADEN WATER AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPER77ES OR THE NA AURAL DRAINAGE WAYS. 2 THE DETFN770N, SEDIMENTATION (RETENTION IF INFIL 1RA770N S)S7FM lS USED) AND EROSION CONTROL FACIL177ES DEPICIED ON THE APPROVED DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET AN77CIPA7FD 5I7F COND177ONS. ADD177ONAL DRAINAGE AND EROSION C0N7ROL FACILITIES MA Y BE REQUIRED AS 517UA 77ONS WARRANT DURING CONSIRUC77ON. THE IMPLEMENTA770N, MAINTENANCE, REPLACEMENT AND ADD177ONS TO THESE CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF 7HE PERMIT1FE. 3. THE DETEN 77ON (RETEN77ON IF INFIL 1RA77ON SYSTEM lS USED) CONTROL POND SHALL REMAIN /N PLACE UN77L THE PERMANENT STORM SYSTEM /S IN PLACE AND OPERA 77ONAL. 4. THE TEMPORARY EROSION CONTROL FACILITIES, INCLUDING ALL PERIME7ER CONTROLS, SHALL REMAIN /N PLACE LIN77L FINAL SITE CONSTRUC77ON lS COMPLETED AND APPROVAL HAS BEEN RECEW FROM THE CITY. 5. ALL AREAS OF AC77VE EARTHWORK WHICH HAVE THE POTEN 77AL FOR EROSION AND SEDIMEN TA 77ON IMPACTS ON ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE FROM APRIL 1 TO SEPTEMBER 30, AREAS A T FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 30 DA YS, SHALL BE STABILIZED WITHIN 10 DA YS. FROM OCTOBER TO MARCH 31, EARTHWORK AC77WTTE5 SHALL BE CONDUCTED IN STAGES /N ORDER TO MINIMIZE SOIL EXPOSURE. EXPOSED SOILS WITH AN AREA GREA7FR THAN 5,000 SQUARE FEET THAT ARE SCHEDULED TO REMAIN UNWORKED FOR MORE THAN 24 HOURS AND EXPOSED AREAS OF LESS THAN 5, 00 FEET THAT WILL REMAIN UNWORKED FOR MORE THAN 7 DA YS SHALL BE STABILIZED IMMEDIA TEL Y. CITY OFAUBURN STORM SEWER CONSTRUCTION NOTES 1. THE CONTRACTOR SHALL OBTAIN ANY NECESSARY STORM LINE CONNECTION PERMIT' FROM THE CITY OF AUBURN, PRIOR TO CONSTRUC77ON 2. ALL STORM DRAINS WITHIN THE DEVEL OPMENT SHALL HAVE STENCILED "DUMP NO WASTE - DRAINS TO "EITHER" STREAMS, "WE7LANDS'; OR GROUNDWA IFR" AS APPLICABLE. CITY OFAUBURN SANITARYSEWER CONSTRUCTION NOTES 1. THE LOCA 110N OF THE SlD£ SEWERS SHALL BE MARKED AT THE END OF THE LINE INSIDE PROPERTY BY A PRESSURE TREATED 2X4, FOUR FEET (4) LONG BURIED IN THE GROUND A DISTANCE OF THREE FEET (32 THE LOWER END SHALL HAVE A 2X4 CLEAT NAILED TO IT TO PREVENT AFTHDRAWAL 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 2X4. 2. CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONIVEC77ON PERMITS FROM THE CITY OF AUBURN PRIOR TO C0N577?UC770N. 3. UNLESS OTHERWISE APPROVED, THE CONTRACTOR SHALL DO ALL CONNEC77ONS TO EXIS77NG SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR 7RENCH AND PAVEMENT EXCA VA7TON, PIPE INSTALLA770N, BACKFILL AND PA VEMENT RESTORA 77ON. CITY OF BONNEY LAKE WA TER MAIN CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION AC77WTY, THE DEVELOPER SHALL ARRANGE AND ATTEND A PRE-CONSTRUC77ON CONFERENCE WITH THE CITY OF BONNEY LAKE. 2. AN APPROVED COPY OF THESE PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUC77ON lS IN PROGRESS. 3. ALL WORK AND MATERIAL SHALL BE IN ACCORDANCE WITH THE CITY OF BONNE), LAKE APPROVED STANDARDS. 4. ALL WATER SYSTEM IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THESE APPROVED PLANS. ANY DEVAA77ON FROM THE PLANS WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER, CITY AND APPROPRIATE PUBLIC AGENCIES. 5. NOTIFY THE CITY OF BONNEY LAKE 72 HOURS (3 WORKING DAYS) PRIOR TO BEGINNING CONSTRUC77ON AND FOR ANY RESTARTS OF WORK. 6. THE CITY OF BONNEY LAKE SHALL BE NO77RED THREE WORKING DA YS PRIOR TO THE 77ME THE DEVELOPER WOULD LIKE TO CONNECT TO EXlST7NG MAINS OR FOR INSTALLATION OF TAPPING TEES. THE CONNEC77ON SHALL BE DONE /N ACCORDANCE WITH THE CITY REQUIREMENTS. DEVELOPER SHALL NOT OPERATE ANY VAL TES WITHIN THE EXISTING SYSTEM; THESE WILL BE OPERATED 8Y THE CITY OF BONNEY LAKE PERSONNEL ONL Y. 7. FOR AID /N U77LITY LOCA770N, CALL 1- 800- 424 - 5555, 48 HOURS (2 WORKING DAYS') PRIOR TO BEGINNING OF CONS7RUC770N. EXISTING UT1LIRES, #HF HER SHOWN OR NOT, SHALL BE LOCATED PRIOR TO CONSIRUC770N, SO AS TO AVOID DAMAGE OR DISTURBANCE, AND THE DEVELOPER SHALL ASSUME ALL RESPONS18/LITY AND COSTS CONNEC7FD THEREWITH TO PROTECT, MAINTAIN AND REPAIR, WHERE NECESSARY. 8. PIPE SHALL BE DUC77LE IRON, AWWA CLASS 53 FOR 4-INCH PIPE AND CLASS 52 FOR 6-INCH PIPE OR LARGER. JOINTS SHALL BE RUBBER 6ASKE7ED, PUSH -ON TYPE, OR MECHANICAL JOINT, MEE778G AWWA SPECIFICA7TONS RT77NGS SHALL BE AOVA, CEMENT LINED, DUC77LE IRON, EITHER MECHANICAL JOINT OR FLANGED, AS INDICATED HEREIN. 9. UNLESS OTHERWISE SPECIFIED VAL VES 72 INCHES AND SMALLER SHALL BE RESILIENT SEA lED GA7F VAL VFS.- ACCEPTABLE VAL VES ARE MUELLER, CLOW, M&H OR WATFROUS. VAL VES LARGER THAN 12-INCH SHALL BE BUTAERFL Y VAL VES. ACCEPTABLE VAL VES ARE M&H 450 OR 4500 OR PRATT EQUIVALENT. 10. H)DRAN7S SHALL BE MUELLER CEN7URION A-423,, CL0W MEDALLION, WATFROUS (PACER) OR M&H (929) HYDRANTS SHALL CONFORM TO AWWA STANDARD C502-73. 11. THE WATER MAIN CON57PUC77ON PHASE WILL NOT BE CONSIDERED COMPLE7F UN77L THE INSTALLA770N /S ACCEPTABLE TO THE CITY OF BONNEY LAKE INCLUDING A SA775FACTORY HYDROSTA77C PRESSURE TEST, A SA775FACTORY DISINFEC77ON TEST, SATISFACTORY FLOW OF SERVICE LINES, AND COMPLE77ON OF ALL ITEMS ON THE INSPECTORS PUNCHLIST. 12. THE CITY OF BONNEY LAKE REQUIRES THAT ALL NEW WATER MAINS WITH DIAMETERS OF 12-INCHES OR LARGER MUST BE POL )PIGGED /N LIEU OF FLUSHING. CITY OFAUBURN STANDARD DETAILS GRADING AND EROSION C 7ROL CONSTRUCTION ENTRANCE EROSION - Ol SIL T CONTROL FENCE EROSION - 02 CA TCH 84SlW PRO TFC77ON FOR GRADING PROJECTS EROSION - 03 CATCH BASIN PROTECTION EROSION - 04 CHECK DAMS AND SHALES EROSION - 05 STRAW AND HAY BALE BARRIER EROSION - 07 TRAFFIC WHEELCHAIR RAMP 7RAFFIC-26 ADJUSTMENT OF NEW AND EXIS77NG UTILITY S7RUCRIRES TO FINISH GRADE TRAFFIC-12 RESIDEN77AL DRI VEWA Y 7RAFFIC-07 SANITARY .SANER SIDE SEVER S70 SEWER - 01 PRIVATE SANITARY OR STORM SEWER CLEANOUT SEWER - 02 24 INCH MANHOLE FRAME AND COVER SEWER - 04 STORM DRAINAGE GRADING/EROSION DISCHARGE CONTROL STRUC7URE STORM - 04 RESIDEN77AL F0077NG DRAIN DETAIL STORM - 07 CITYOFBONNEYLAI(ESTANDARD DETAILS LAKELAND SOUNA 6WNEY LAKE WA 7ER WATER MAIN BLOCKING FIRE HYDRANT LOCA77ON FIRE HYDRANT DETAIL ADJUSTMENT OF U77LITY I" AND SMALLER WA 7FR SERVICE AND MA AERIAL LIST 2" AIR AND VACUUM RELIEF VAL VE TEMPORARY BLOW -OFF ASSEMBL Y W"S"D" O" T" STANDARD PLANS CATCH BASIN TYPE l CA TCH BASIN TYPE IL CA TCH BASIN TYPE 2 (48 10, 54 "A, OR 60 10) MISCELLANEOUS CATCH BASIN DETAILS SOLID METAL COVER FOR CA TCH BASIN METAL FRAME & GRA AE FOR CA TCH BASIN & INLET VANED GRA7F FOR CATCH BASIN AND INLET MANHOLE TYPE l (48"/, 54 "/ OR 50.0) MISCELLANEOUS MANHOLE DETAILS CEMENT CONCRETE CURBS AND GUTTERS SMOOTH -WALLED DRAINAGE PIPE, PVC OR EQUAL. SEE PLAN FOR- LOCA7TON AND SIZE. CAST IRON GRATE (EAST JORDAN IRON WORKS IGR6212 OR NEENAH FOUNDRY CO. R-4385-E) STUBS TO BE HEAT- - IN500 OR GROUTED IN PLACE SMOOTH WALLED --/ DRAINAGE PIPE (TYP) LSBL - 01 LSBL - 02 LSBL - 03 LSBL - 05 LSBL - 06 LSBL - 08 LSBL - 10 B-1 B-1a B-le B- lz B-2 B-2o B-2b 8-23a B-24 F-1 ADS ROOF / FOUNDA 77ON DRAIN (SMOOTH WALL) 1/2 70x2 1/2" SELF- TAPPING CAP SCREW (3 REQ D) ADS YARD DRAIN 12" ADS N-12 STANDPIPE WASHED DRAIN ROCK YARD DRAIN DETAILS NO SCALE SLOPE LINE OF COMPACTED FILL. REMOVE FOR CONSTRUCTION OF w ? 6: 1 BATTER EXTRUDED \ �? ROCKERY. q'r CURB ��9-1- 6. 1 BATTER Qr" � SIZE OF ROCK` 12 MINIMUM (i. e. 3 MAN) c� THICKNESS OF , o)" Z 0 " o -� 2" TO 3" WASHED > O 12 MINIMUM �° Q k �a 3 \ w c� Rl ca THICKNESS OF % Q GRAVEL OR 3 TO 2" TO 3" WASHED p 4" ANGULAR 'K' / GRAVEL OR 3" TO ° ROCK. \? , e O W O O O 4" ANGULAR Z ,�. �p �s�oo • / cW cW ROCK.: EXTRUDED ooT��%� W W W 2X CURB ¢ Q � L QQ, xjz v -A� mo- P�) 'ooAuRw m l 711 CONNECT 4" PERFORA IED P. V. C. 1 may DRAIN PIPE TO THE NEAREST DOWNSTREAM CATCH BASIN, OR AS SHOWN ON PLANS. CUTSLOPE ROCKER Y GENERA L NOTES 1. MAX/MUM INCLINA77ON OF THE SLOPES ABOVE AND BEHIND ROCKERIES SHOULD BE 2.• 1 (HOR.• VFR) 2. MINIMUM THICKNESS OF ROCK FIL 7FR LA YER lS 12 INCHES 3. MIN/MUM EMBEDMENT OF BASE ROCK lS 12 INCHES UND157URBED NA 77VE SOIL OR COMPACTED FILL PLACED /N ACCORDANCE W/TH GE07ECHNICAL REPORT RECOMMENDA (IONS. 4. ROCKERIES GREATER THAN 4 FEET IN HEIGHT SHALL BE DESIGNED BY A S1RUC7URA L ENGINEER AND CALCULATIONS SHALL BE PROVIDED 719 THE CITY. ROCKERIES TO BE INSTALLED UNDER PERIODIC OR FULL 77ME OBSERVA77ON OF THE GE07FCHNICAL ENGINEER. 5. ROCK SHALL BE PLACED TO GRADUALLY DECREASE IN SIZE WITH INCREASING WALL HEIGHT /N ACCORDANCE WITH THE GEOTECHNICAL ENGINEERS RECOMMENDA77ONS. 6. MINIMUM WIDTH OF KEYWA Y EXCA VA77ON SHALL BE EQUAL TO THE 7HlCKNESS OF THE BASAL ROCK (AS DETERMINED BY THE GEOTECHNICAL ENGINEERS DESIGN) PLUS THE ROCK FIL TER WIDTH. 7. THE LONG DIMENSION OF THE ROCKS SHALL EXTEND PERPENDICULAR TO THE ROCKERY FACE TO PROVIDE MAXIMUM STAB/LITY. 8. ROCKS SHALL BE PLACED TO A VOID CONTINUOUS JOINT PLANES IN VERTICAL OR LA7FRAL DIREC77ONS. EACH ROCK SHALL BEAR ON TWO OR MORE ROCKS BELOW IT, WITH GOOD FLA T TO -FLAT CONTACT. 9. CONSTRUC7701V OF ALL ROCKERIES SHALL BE IN CONFORMANCE WITH THE ARC ROCKERY CONSTRUC77ON GUIDELINES SLOPE 2.1(H.• V) MAX. COMPAC70 S1RUC7URAL FILL - SWALE FOR SURFACE DRAINAGE CONTROL -7 C FIRM UND157ZIRBED - SOIL TO BE VERIFIED BY SOIL ENGINEER 1 6 KEYWAY 18 Al AIIYV. KEYWA Y SHOULD BE Sr0°ED DOWN TOWARDS THE FACE BEING PR07FC7FD 3 IN AM.. 6RA VEL BEDDING 4 IN. MINIMUM DIAME7FR DRAIN PIPE SURROUNDED BY CLEAN WASHED 3/4" DRAIN !RA VEL RONFO CED STRUCTURAL FILL ROCKERY NOT TO SCALE NO7E- CON7RAC70P IS REQUIRED TO HAVE THE CITY OF AUBURN STANDARD N07FS AND STANDARD DETAILS AND SPECIFlCA77ONS AVAILABLE ON JOB S77F WHENEVER CONSIRUC170N IS IN PROGRESS UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG! 1-800-424-5555 B Y' `- CONNECT 4" PERFORA 1ED P. V. C. 1 i DRAIN PIPE TO THE NEAREST DOWNSTREAM CATCH BASIN, OR AS SHOWN ON PLANS FILL SLOPE ROCKERYGENERAL FILL NOTES 1. ALL FILL SHALL BE PLACED IN THIN LIFT' NOT EXCEEDING 10 INCHES IN LOOSE THICKNESS. EACH LA YER SHALL BE COMPACTED TO NO LESS THAN 95Z OF MAXIMUM DRY DENSITY, AS DETERMINED BY A5TM D-1557-78 (MODIFIED PROCTOR) 2. THICKNESS OF CRUSHED FIL TER ROCK LAYER SHALL BE NO LESS THAN 12 INCHES. 3. DEPTH OF BURIAL OF BASAL LA YER OF ROCK SHALL BE NO LESS THAN 12 INCHES. 4. LATERAL EXTENT OF FILL OVERBUILD SHALL NOT BE LESS THAN THE FINISHED HEIGHT OF THE ROCKERY. 5. MINIMUM WIDTH OF KEYWAY EXCA VA77ON SHALL BE EQUAL TO THE THICKNESS OF THE BASAL ROCK (AS DETERMINED BY THE GE07ECHNICAL ENGINEERS DESIGN) PLUS THE WIDTH OF THE ROCK FL TER. 6. CONSTRUC77ON OF ALL ROCKERIES SHALL BE IN CONFORMANCE WITH THE ARC ROCKERY CONSTRUC77ON GUIDELINES. ROCKERYDETAIL NO SCALE SIZE APPROX. WT LBS APPROX. DIA. 1MAN 50-200 12 "-8" 2MAN 200- 700 18' -28" 3MAN 700-2000 28 "-36" 4MAN 2000- 4000 36 "- 48" 5MAN 4000-6000 48 "-54 " 6MAN 6000-8000 REINFORCING SCHEDULE Wall Height Reinforcement Height (feet) (H) Low No. (use Fortroc of equimlen Length "L " (feet) (see note 3) 4 feet I Fortrac 55/30-20 5.0 1.0 2 Fortrac 5555/30-20 5.0 2.5 1 Fortrac 55/30-20 5.0 1.0 4-6 feet 2 Fortrac 55/30-20 5.0 25 3 Fortrac 55/30-20 5.0 1.0 1 Fortroc 55/30-20 6.0 1.0 6-8 feet 2 Fortroc 55/30-20 6.0 2.75 3 Fortrac 555/30-20 6.0 4.5 4 Fortrac 55/30-20 6.0 6.25 1 Fortroc 55/30-20 8.0 1.0 2 Fortroc 5 30-20 80 2.75 8-10 feet 3 Fortroc 5 30-20 8.0 4.5 4 Fortroc 5 /30-20 80 6.25 5 Fortrac 55/30-20 8.0 8.0 1 Fortrac 55/30-20 10.0 1.0 2 Fortroc 5555/30-20 10.0 2.75 3 Fortroc 5555 30-20 10.0 4.5 6.25 10-12 feet 4 Fortroc 5 /30-20 10.0 5 Fortroc 55/30-20 10.0 8.0 6 Fortroc 55/30-20 10.0 9.75 7 Fortroc 555/30-20 10.0 11.50 REINFORCEMENT NOTES J. REFER TO CIVIL GRADING DRAWINGS FOR ROCKERY ALIGNMENT' AND ELEVATIONS. 2. ALL GRADING AND EARTHWORK SHALL BE COMPLETED PER ECl GEOIFCHNICAL REPORT E-9544-8 & -9, DATED APRIL 41h, 2003. 3. ALL GE07EXRLE LAYER HEIGHTS ARE MEASURED FROM GRADE IN FRONT OF ROCKERY FACE. 4. GE07EX77LE REINFORCEMENT SHALL BE INSTALLED ON HORIZONTAL SURFACE OF COMPAC7ED STRUC7URAL FILL AT ELEVA 77ONS SHOWY IN THE REINFORCING SCHEDULE. 5. GE07FX77LE REINFORCEMENT SHALL BE PULLED 77GHT BEHIND WALL. ANCHOR AS REQUIRED TO MAINTAIN TENSION BEFORE COVERING WITH 51RUC7URAL FILL. 6. PRO7FCT GE07EXbLE FROM COIVSIRUC77ON DAMAGE PER MANUFAC7URERS SPECIFICA 77ONS. CONSIRUC770N EQUIPMENT SHALL NOT TRA VEL DIREC7Z Y ON REINFORCEMENT. ANY GEOTEXTILE THAT IS DAMAGED SHALL BE REPLACED WITH NEW 6E07EXT1LE AT CON 7RACTORS EXPENSE. 7. GEOTFXRLE SHALL BE FORIRAC OR EQUIVALENT AS SHOWN IN THE REINFORCING SCHEDULE. ALL GEOTFXALE SHALL BE CLEARLY IDEN77FIED AND LABELED IN THE FIELD. ANY UNMARKED ROLLS OR POR77ONS THEREOF THAT CANNOT BE IDEN77FIED SHALL NOT BE USED IN WALL CONSTRUC77ON. 8. THE ROCKERY FACE SHALL BE CON57RUC75D /N ACCORDANCE WITH ARC GUIDELINES. RECORD DRAWING CER77RCA TION 7HESE DRAWINGS CONFORM TO THE CONTRACTORS CON57RUC17ON RECORDS DA TE.- TI TLE/POSITION.• CONFIRMED BY CITY DA TE.- '7///e a 7 PROJECT REF FAC 03-0014 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE C/TY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY:0!4� DA 7E APPRO VED.• � Y a ? o ^ h N O Cq W ol > �n to u "I a a a N N a . Z R Z - h m -,q Z Z Q J a C Z ui W Z Z W W Q. v, ., p w c� O N ~ tij b w v G �; � 0 O J > 0- z z p d cc Q w 0 0 0 C) Q SHEET NUMBER 01. 04 SHEET OF 4 50 PROJECT NUMBER 02077 4 e- iLL4t L/ of SEC_ 6_ TWP_ 2D N__ RGE. 5 E_. W. M. .bMwp 4 N 2 RUNOFF DISCHARGES TO EX/SANG T.E.S.C. POND NOTE.• EXPOSED SOILS TO BE LEFT UNWORKED FOR MORE THAN 30 DAYS SHALL BE STABILIZED AND TREA TED W1 TH APPROPRIA TE CO VER MEASURES INCLUDING PLASTIC COVERING, MULCHING, OR H YDROSEEDING. SEE NOTE 5 OF GRADING AND EROSION CONTROL NOTES, SHEET C1.04. SEE SHEET C2. 02 LEGEND FIL TER FABRIC FENCE x x x INTERCEPTOR SWALE ROCK -LINED SWALE CONS TRUC TION A CCESS►i,••�,••r,• LIMITS OF CLEARING ROCK CHECK DAM INLET FIL TER STRAW BALE CHECK DAM Q SCALE.• 1 " = 40' W W � J W z LA Qj o N" Z N- j ULLJ C� o z h N ,J J 44 44 •'Gt • ♦ d'..J1�IS � ��� O'. �3y • �� O I 04 04 � 44 o Z ol d p W h a h O CL x h a Z Rai � � m e Z Z Q a Z W Z oc W Lu 2 0 Z W RECORD DRAWING CERTIFICA TION THESE DRAWINGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS DA TE.- TI TLE/POSI T10N.- CONFIRMED BY CITY DA TE.- ��es� PROJECT REF FA 03-0014 THESE PLANS ARE APPROVED FOR CONFORMANCE W1 TH THE CITY OF A UBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED BY- JQAn w ' DA TE APPRO VED.• e v J o v ;it IV4 (4� O �, W Q W O Z C7 w cJ o o J o w III> � f cn Q n Q W 0_ 0- 0 0 C) Q SHEET NUMBER C2.01 SHEET OF 5 1 so PROJECT NUMBER 02077 n CD pr- � J�6- oa D it 7 30 l:It.akeland\020771Engr102077C202.dwg, 6118/2003 9:58:31 AM, Igw, KIP plotter-pc3 e a !1 mow., F LN. O ^ m zo 0 O a a 1 �nr'100 00'�2%PI po0t��!?� V \ O (,)00 Z�O�Ln OZOFZ b Lo O i0 n`7r�yy �oZ�\Z �O-0o'N o�Rjzo O p @ -w rp to V �n O nZ� Z�Z O O� f 1 3 i i TNOWN .:,.. f , : iF i , t t — ANGC 874'.27. ............ . . ........... i j a ' 5 _.. f _ _ _._:- .. „„..,,..... _ XZI t sI d ................. On So we r • I� f- { j + < t , _ 11 p.: t r t t, nKs i i` t t 1 n , E : Rt , e Y 1 .. ..... ..,. _............ z t ..,. : 4 „ t t i f... t....._ ` t + x ff # f :f V. r rolAis so 86LL&' K) i Au ..fit 9� }^ r MAY ....... . ..... h t7 1 t 1.j �.. h ..�_ z� h + F � t y z z: [ 1 } t { : t � sic i �,,p , i 3 .,3y {{l 3 # 3 �t h s V t .......... i ' # 3 1,••• E , : i `v 3 3 , ,:t Aw f 1 € .3 # ............ .s,.,,1 ,E' :'R r ..... r, Fi:a»nv, iwuv+e:G i i .: 3, ,. } % i i # } #,:.. z /t [ ' : 18 : }I p59 • — — ) 2f � ! # F � 6A\ i.. t 3 J , t i ri Sda # 1 { , _ ... } y,. s ,r- 1i11 r f >i , , t t : t , 1 i j s j} ,„em ' S .'�' +�,�t� VW £ = f 2 l a t ; f t t...i t 6 a ,.i , ww } z; { { , t t :j „ Y} } v i etY�� } ' t € f _ t t w 3 1 F ; , t a v .........a t a 1 # 1 ! I 1 .I , S i— £ i l : • i q e Yc- f t Ff } t , f; gy # �# a i „ - .,... t w �t � � is j)j "` "� �1� {} ) � ^,"" � � .m„ � � 3 �,vw '""`",�� �•`:.��_,.u..� ,.°'�*� 1 {}�,�j t +„'`.,, '* ±' i "' "si... f f! r € 3°' ,.••^,"""'.a--""':,..... ��" „q,.,w.."'" ;.--,.. } areiyiy L i ; _ 11 ( f , t 4 „ t __,_ „ t „ + t „,- 1 _ } 1, E �ySF i r" k E• r ^rr+ y_ \ v" r s fi�•) } $ fl r. _ 9 m" + E SEE SHEET C2.03 4 Zt w Q m 0 v U) m M -1 Cf) � �u DATE MARCH 2O0J EROSION CONTROL P" N A AREA 5 A 111, ON 1B-S.F, C.IALLFY l 471 1 NE 29th Place Suite ) 01 Bellevue, Washington 98007 425.885.7877 Fax 425.885.7963 DESIGN ENGINEERING • PLANNING • SURVEYING SHAR .0F • As , ,Q ;ter -�• 9 1 F� ���� ssl. AL NO, REVISIONS DATE 1 REV1sED PER CITY REKEW4 ,30 03 D E S f O N E D G.R.S. 2 REVISED PER BONNEY LK. REKEW 6 11 0 DRAWN L.G. W/GHT .3 REVISED PER CITY REKEW 18 0.3 APPROVED G.R.S. L.a,�f'ELA1D lD' ,, L.L.C. 116'24 S.E. 5 TH ST. SUI TE 200 BELLEVUEiml I, WASHING TON 98005 GAR Y R. SHARNBROICH, P.E. PROJECT MANAGER Imm 12-28-03 6-19- 03 Crr--R ryvp �W AL_ IpGE_ SAE_ w_m `., I N • � �^ 11�r+. i ace d, 1R R `_J SCALE• 1 Ap = 40' 0 20 40 80 NOTE- EXPOSED SOILS TO BE LEFT uNonwED FOR MORE THAN 30 DA YS SHALL BE STABILIZED AND 7REA TED W TV APPROPRIA 7E COWR MEASURES INCLUDING PLAS77C CO V£R/NG, MULCHING, OR HYDROSEEDINGG, SEE NOTE 5 CF GRADING AND ER0g4N CCTV TROL NO TES, SHE£T Cl. 04. LEGEND fX 7FR FABRIC FENCE X x X INMRCEPTOR SWALE --�- : ROCK -LINED SWALE CONS 7R4UC77ON ACCESS LIMITS OF CLEARING ROCS' CHECK DAB/ wL' INLET nL 7ER u'- '►• `l � J STRA W BALE CHECK DAM � ; rAt RECORD DRAWVG CfRTTFICA T70W nI ESE DRA WNGS CONFORM TO THE COW MACTOR'S CONS TRUCT701V RECORDS RY DA TE- T7TZE/pOSlT70iV.- COIVFIRMED BY CITY DA TE- 7///®3 dl PACT Aim- FAC C 14 THESE DNS ARE APPRO VE'D FOR CCYWORMANCE W T V 7HE CITY OF- AUBURN'S ENGINE£RVNG DI W.VON REQUIREMENTS O'�- Svc& APPROWD BY.` L DA rE APMOW .• W q� © � a !� w I- 0 V 1 Q 2 0- La cr e- a a a � SHEET NUMBER = SHEETI OF PROJECT NUMBER 7 oaf 14730 _SFr' R TWP 9n Af - ROF 5 F - W M- FF 577�* 7 f FF - 576. 0 516 7`0f 4 Xv -5N 562 FF 563.0 1,50 IRANSIRON VERTICAL CURB TO EXTRUDED CURS AT W.C. RA ... .... .... 212 ff- 559.7 558.2 E 21 - Llf- O FF 558. 9 551-* 210 FF 5M. I 5 .2ag • FF 5572 208 TOE 5 O . .... .......... FF 556.7 0 F R co Q, '6 .............. ... ......... ...... L 6 I FF 561.2 i�'-562,0_ FF 562. 8 FF 56J. 6 FF 564.1565.1.. FF 564.6 ..... FF FF ----- 565.6 @ -------- 152 �54 158 160 162 164 166 ........ ... . .0 SE 0. ---- . .. . .. ..... ........... ..... .. ........... ..... ... ....... . ............... ........ .............. ... .. ... ........ ........... . ..... ............ .... ...... ........ ... .... ................ . ..... .... g .. ......... ..... ............ ............. . . .............. .......... .......... c1l" . 569- 0. 6 56. 0.9 ....... ...... 4-1 751 1,57 159 161 165 ......... .J FF 560.5 FF 561.2 FF 562. 0 FF 563.0 FF 563 6 FF 564.1 FF 559.7 b J 561 -0 o.: 6m "-24 LANDSCAPE ROCKERY Y (TW.) 51-2 -5X 568 FF 567.5 56- 8.,l FF 568.8 FF 569.4 S§F-Ci TION A 140 1 79 7je -rt� A .c, � a ----------- 664 p-rL 566.8 561- Ff 566.1 f-f- 566.6 FF 567.1 FF 567.6 169 FF 568. 1 I 7,f 17,6 564. ...... ... u ... .... .. . 56�9 FF 588.1 FF 5871 6' 6. Me 5 ---5--7r7r 57r o f-f 570.9 5 ff --57 2. 0 FF 573. I FF 574.2 134 S-10 561-8 5 7 FF 569.2 FF 570.0 FF 570.7 ",--fT- 5715 178 ... .. ..... 180 186 18218. ".90 560 FF .9 IM'c ........... ........... . .... ...... . .. .......... . ..... ........ . ..... 561-6 189 ........ .... 9 ................. 1.566. . .. .......... ... ........... .. 04 .. ..... .... -F 568. . .... ............. ...... ........ .... .... . .............. ................... . .... . . .... ..................... 1*4 . . ............. . ...... .. ....... . .. ... ....... \4 Q) ................... . .................... ... . ................. .......... Q) ............ ........... . . . . . . ........ .......... .......... O 00 .......... . . .......... . ... .. ......... .......... ............. ........... .......... f ::x 05, • 202 -- --- -- .... L-. 197 FF 558. 0 FF559.2 ff- 5,58.6 ff- 559.9 196 FF 560.5 f-f- 561.2 "1 1 195 ' &* .------- ............ 5w ....... J ---------- 77 192FF 561.8 11556-- FF-5625 D 9 190 ff56J 1 51-1 55115584564.1564.9 FF f 556.5ff.565.8 ff566.6 ff5675 Z3 Q QI�Noj • L 51V ff8. 55580 8" L-Ij • • ... • ....... 610* , 5 64 &59--- 560-0 34 •5608 I _ 564 ..... 0 0 59 flVfORC&D ROJMERYl 6" ...5. 66.Yl 9 p 6 SEEDETAIL, ShFT C1.04 HEIGHT OF ROM& .5.56 586 %4 FACE (Tylo---" DE OTES 841ILDING TYPE DOWNHILL UPHILL SIDE SLOPE SECTIONA-A SEESHEETC3.21 SURVEYNOTP SEE SHEETS C7.04 AND C7.05 FOR SURREY CONTROL INFORMATION Cl" A LE.- 1 Jo 0 %.OR 0 15 30 60 KEYMAP 1 400' RECORD DRAWING CLSR 77flCA 77ON THESE DRAWNGS CONFORM TO THE CONTRACTOR'S CONSTRUCTION RECORDS R Y. DA 7F- 77TLEIPOSITION.- CONFIRMED BY CITY DA 7F.- n1l PROJEC T REF.- FA C OJ- 00 14 THESE - PLANS ARE A PPRO Vf -D FOR CONFORMANCE WITH THE CITY OF AUBURN:5 ENGINEERING DIW.510N REQUIREMENTS. A PPRO VED B Y. DA TE APPROVED:- Llj r6 < Z C 3 C'14 Z- ---.i zz < Ld 0 Li 0- z z > 0 Lj CD 3: Fn < < Li cy- a- 0 1 Q, 01 <] SHEET NUMBER C3.0.1 SHEET OF 8 50 NUMBER _]PROJECT 02077 0)- 0 (L 73 P 9 cV a c+� U ti h a N O t W ti ti O N M ca C w o Cl.j �a Y w SEC_6_ TWP_ 2n N__ RGE_ 5 E.. W_M_ oa 01t 7)p SEC. 6. TWP• 20 M. RGE• 5 E.. W.M. z 513�. 44 f FF 574.7 y�@ 1J,.3. �f ........ sEE.IiYTEfi'sf'i1C1V ...............:.. THIS SHEET �....� ter. FRONTAGE WALL/FENC£ SEE LANDSCAPE PLANS WA YSrE i s,1t23.70 5� 5 J FF 596, 9 FF 597.2 l 595.6 12 • 5g3.A FF 594.4 _ :598' i FF 599.1`' 5g� 2 1 596.9 96.5 1 FF 597.9 AXNOTES BUILDING TYPE (TYP.) = DOWNHILL = UPHILL ............. SECTION B-B, SEESHEET C3.21 ' ENTRY MONUMENT (TYP) Al. ,i 2 I 5. ....::: FF 599.2 f f f O � 16 �r k r 1 f � . f � f per• P FF �• 598.1 1 17 S m3.':• 59" s O j 597.4 18 FF 596.4 ;t 19 � t FF 595.4 2Ti FF 594.5 21 O '"� � :..� ,��.:' .� � � ��. 6` � � • =SIDE SLOPE - — L Q LJ 0 ->vm Lij m ©©ig v W 00 CV .� rn Q CI C� Z m o co u, � a � cV O x • \ T c o Y� Z h ao MATCH EXISTING CO BETE VERT/CAL CURB, a OR Z GUTTER AND SNEWAL AT P, C. (TYP) m 3*50.15 SA EDGE OF EX LING PA kEMENT, REMOVE EX/5-11NG 6 B, GUTTER AND t SIDEWALK. 1oar I FLOWLINE/EDCE OF PA VfWNT 30' RADIUS a! ELEVATION (TIP.) POINT STA. 3t03.25 46'LT. i RA POINT D. Y? STA. 2166.02 36'1T. 30' RADIUS — POW T u� i CJ q a i �►. NLLj q ri i i •.� ♦ ll O l 90' RAD. O 0 Lr) POINT cw STA. 2f 17. 69 i _) Q , rob' RT. !44Nw QQ LAj U' `w a� Q 14) �o Z o - ,., '`� 17' 17' VAR/ES 5' \ v Ci (i FF 581.4 � 4 112" COMPACTED DEPTH ATB \ NO SCALE � .,i C) �? SIDEWALK w o w � Iof L 4 COMPACTED DEPTH GRA VEL BASE-GYA�S , `" 0 w ,f B If REQ D BY GEOTECH ENGINEER Li: •o P = P 4 ` 8 RECORD DRAWING CER77FlCAT/ON PROJECT REF.- FAC 03-0014 ROADS A B C & 67TH ST. S.E. y f THESE DRAWINGS CONFORM TO THE SUITABLE SUBGRADE a Q �8 /� CONTRACTORS CONSIRUC7ON RECORDS THESE PLANS ARE APPR01/ED FOR CONFORMANCE WITH SHEET NUMBER X5RTICAL CURB COMPACTED TO 95X OF � / / / / / / , THE CITY OF AUBURNS ENGINEERING D/14S/ON CENTRE PROFILE GRADE �� ���\; FF 579.9 .--.. » ~ AND GUTTER MAX. DRY DENSITY. B Y. REOUIREMENT3 PER CITY OF AUBURN STD. LET. TRAFFIC-33 SHEET OF / °ATE APPROVED BY.- � ROAD A ROAD WA Y SECTION ONSI TE SURFA CING SECT/ON NFI POSIT/ON.O 50 151 3 COONFIRMED B Y CITY DATE.• DA TE APPRO I/ED: PROJECT NUMBER 511 NO SCALE NO SCALE 02077 Mc ol p �3 SEC_ 6_ TWP_ 2D At _ RCE. 5 F... W. M. 0 a 0 0 N 35 C3 Q u W No v r _ 10 ol +? o h V O LL Q N " W � Z = � > co 4) cl� N A W �. o� W �< m <Z S v QZ J Do LLJ �a_ z z > O c� r P c Q a Q CL 0 44T SHNUMBER C3.21 SHEET OF 11 50 PROJECT NUMBER 02077 0;L0 IC7%5 SFr F TWP --7n N RGF_ _S F_ _ W_ M_ 0 N T w 0- 3 Q Q ft-' CL o a o Q SHEET NUMBER C4.Q.1 SHEET OF 50 PROJECT NUMBER D2077 n 0 I z. SEC_ 6 TWP_ 20 N_ _ RGE_ 5 F. W. M. SEE SHEET C4.08 im 0 0 NOTE.' SEE SHEETS C7. 01-C7 OJ FOR U77LI TY CROSSING INFORMA77ON AT EACH NUMBERED (©) CROSSING SURVEYNOTE SEE SHEETS C7.04 AND C7.05 FOR SURVEY CONTROL INFORMA77ON PIPE MA TER/AL: 12" AND LARGER: WT IB (SERIES 65) -f ten/ II/ 470 I rAl/ T lt- SCALE.• EXIS17NG RIGHT- W W W� SJs W z o~ >vm O ~ Li W W S NAI 0©m BE6%N'PR0PO5 "D PATTERNED CONCRETE A t RIGHT -OF -WA Y LINE PER PA TTERNED CONCRETE PAVEMENTSEC770N, SHEET CJ O C*)Lei Z 4 ,._ p � W h a h -MA TCH EXIS77NG' a a u° CONCRETE WER77CAL CURB, Z s GUT7FR & SIDEWALK C4 o K AT P. C. (TYP) Z EXIS77NG RIGHT- Z OF -WAY v Z Q a. .... Z FUTURE W " WOOD ° � 12rD0ECie PHASE 2 W W z c� z W L am v� �w o� m� m O nLd Li Z C)S O E Qr, Q uj W Q Df d 01 ol 0 1 Q SHF-ET NUMBER C4.02 SHEET OF 13 50 PROJECT NUMBER 02077 ro 0 T. ncn c rIAie 02n A/ erc c IA/ AA SEE SHEET C4.01 W j NOTE SEE SHEETS C7.01-C7.03 FOR UTILITY CROSSING INFORMA LION A T EACH NUMBERED CROSSINGS Q W SURVEYNOTE SEE SHEETS C7.04 AND C7.05 FOR SCALE.• 1 = 20 SURVEY CONTROL INFORMATION �. S PIPE MA TER/AL: 0 10 20 40 k z z o �. z 12" AND LARGER.• WT lB (SERIES 65) /� 7 m V DOT 704 DESIG• 1N 1J' LENGTHS 0 35 } 6 , 8 : PVC SOR 35 OR EQUAL TYPE 1 - W W W w/STD. GRATE y rw cL kQ STA 5*04, �' L t ` W W FF 566.8 FF 567.5 © FF 568.1 I o � � o00 00 co cn of tri CN o -f a ui C4 a W ? � h > CO DO cV m -v w V 0 V C Q 0 3 7r` Z Z Z Q J a 0 Z w W Z Z W Qc v 0 m N Q Q Li Vl < 0- 4 Q w 0� 0- v Q c) I U I Q SHEET NUMBER 04.03 SHEET OF 14 50 PROJECT NUMBER i=77 -- vX iD ft 73 1) D i CG/% G' TIA/D -1/7 A/ O/'C 9 C IA/ M SEE SHEET C4.14 N CD CD W 0 N cZ :6 C l6 SEE SHEET C4.06 r"r►r', ® �'"` 'ems LOTS 128-132 (TfP.) INSTALL LANDSCAPE DRAIN KEY MAP IN BACK CORNER, RIM ELEV. = F.F. -2.5; CONNECT TO ROOF DRAIN SYSTEM. 1-rT LA"- VOL ..rL/7 /........LT _. AREA 5, DI VISION 1A I rr `l w/STD. -, -6 V;F STA 9*69, f :::...... _ . SCALE.• 1 " = 20' NOTE. - SEE SHEET C7.01-7.0J FOR U77LITY CROSSING INFORMA AON A T EACH NUMBERED ( X CROSSING SURVEYNOTE.- SEE SHEETS C7.04 AND C7.05 FOR SURVEY CONTROL INFORMA77ON PIPE MA TER/AL: 12" AND LARGER- WT lB (SERIES 65) DOT 704 DESIG. 1N 1.3' LENGTHS 6" 8' • PVC SDR .35 OR EQUAL W J S Z tj V ram_`` V LLJ L o N ') z -�-ate► ten► L Z ol m p °o 00 W (nah V p C O Q 5W K -c W o Z m Z Z Q 4 z W CK W W Z 0 z W w V 0 o� 'V V kv wa (64: 00 �a (j) Q ow z� Q 0 n ary �LLj0) v�o U5 W4 Q�W �c W d z (6 N W O 0 J d z z O C� Fw uj Q L Q W O� ) C) I ol C) SHEET NUMBER C4.04 SHEET OF 15 50 PROJECT NUMBER 02077 T 4 r o o)LD It 70!> SFr S TWo 20 N__ RGE_ 5 E_ _ W_ M_ SEE SHEET C4.03 i SEE SHEET CA OJ CD N 0 cc 0 Q N W 0 N car0 C mIC _ �a Y SEE SHEET C4.07 SEE LEFT [A l// It L HOf?lZ.. .SCALD• ::1 "- 20' PIPE MA TER/AL: NOTE. 12" AND LARGER.• WT IB (SERIES 65) SEE SHEET C7.01-7.03 FOR UTILITY CROSSING DOT 704 DESIG. 1N IX LENGTHS INFORMATION AT EACH NUMBERED 6", 8' PAC SDR J5 OR EQUAL CROSSING SURVEYNOTE- SEE SHEETS C7.04 AND C7.05 FOR K SURVEY CONTROL INFORMAWN BACK UGHNEK, EL=ff-Z.5- CONNECT TO BUILDING ROOF DRAIN SYSTEM t SCALE.• 1 " = 20' 0 10 20 40 k yk �y 1 1 1 NMI III N084821 AW Q) rtEE l: i FF 561.2 � w YD22CT RIM 5by.-3 )5,(s o .-11 6" IE 5Vr$ �;75j• 1 O re-) II Q Ci,'•:'1y : k� Cfl S F 0ol N h QO N 0, h x aN CIO Z opN to 'I Z w _Z 2 Q W � Q Z 04 w w Z Z w 3 ° F Q (L o a a Q SHEET NUMBER C4. 05 SHEET OF 16 50 PROJECT NUMBER fJ�2077 ccn A^- nAiv �03/1 A/ or'c ti c w M Qs v W to LOTS 187-208 (TYP) INSTALL LANDSCAPE DRAINS AT BACK CORNER, RIM ELEV = F.F. -2. 5; CONNECT TO ROOF DRAIN SY57EM. SEE RYGH T SCALE.• 1 " = 20' 0 10 20 40 2? 26A T _- TYPE 1 FF O 568.4 SEE LEFT m Im 5Et 5HLL /5 (,Z U7—(,Z U3 1-U7f U77L771" (:KU557NU INFORMATION AT EACH NUMBERED (0) CROSSING SURVEYNOTE.- SEE SHEETS C7.04 AND C7.05 FOR SURREY CONTROL INFORMATION PIPE MATER/AL: 12" AND LARGER.• WT lB (SERIES 65) DOT 704 DESIG. 1N 1.3' LENGTHS 6; 8' PVC SW .35 OR EQUAL W Z w w WY W z W 0LLJ >.Z>. > V R1 U of W W W otiN "� M `O of o NJ N Q) Z w o< z CL a J z z cx W W z z W </�/ n�/'� p3 Q Li LL 0 n 0 Q SHEET NUMBER C4.06 SHEET OF 17 50 PROJECT NUMBER 02077 o1D 1673 r rwi ccr+ Ac ruin 7n iv arm q r w M ..---.-7. ... . -- -f - ----- — --f - - ----- SEE SHEET C4.05 NOTE. - SEE SHEETS C7.01-C7.03 FOR UTILITY CROSSING INFORMATION AT EACH NUMBERED (©) CROSSING SURVEYNOTE.- SEE SHEETS C7.04 AND C7.05 FOR SURlfY CONTROL INFORMA770N PIPE MATER/AL: 12" AND LARGER.- WT IB (SERIES 65) DOT 704 DESIG. 1N lX LENGTHS 6 ", 8' PVC SDR J5 OR EQUAL SCALE W z Lu LA oho > m of W W W sus :03©©19 CS'•l M O � � O co Vn a ti N V O � a x a u- � e L3� z ►� >00 00 � � N W 1 W V W o J � � � Lij z z O Li c5 �: i �. a a d w cl� ol C) I C) I Q SHEET NUMBER C4.07 SHEET OF M 50 PROJECT NUMBER V20 T ii SEC.6. TWP. 20 N.. RGE, 5 E., W.M. a_ a N O 0 N Fes. Ir ` 0 CCD F w 0 N M � 6 C � l7 O tO G J d Y _Z � n d L d W tz 0- C� 0 0 d SHEET NUMBER SHEET -OF 19 so PROJECT NUMBER 02077 0 I IC LANDSCAPE DRAIN TO BE LOCATED IN THE FIELD AS SFr_ S TwP ?n N_ RIGS_ 5 F _ IN_ M SEE SHEET C4.13 to , 97 i r k -'1 1 � k � 9 FF 590.8 ( t I S 4 : 590J CB 60 FF FF 591.3 FF 591.7 SEE SHEET C4.08 FF 592.2 € . _ .-..__ t. -..., ..... r C .............................................:..................:.........: :: :::: _: . . . . . . . . ..........:: :......... :......... _.........:.........,........ ... .... ..., Of GLF. ILE . . . ...... .: . . ::_:: ::::: _ :::::: :: :::::: _ _ . 2 E ` is - - - - ? ^. ..-- . ..:..................:HORIZ. ....... .w. sE - - - . . . . . . . . _ f - 20 SCAE.� .. .. ......... . . . . . . . . . . -. - - SSE - ........ . ......... .... . ........€. :................... _.:..................................._-.:..........................:........................_.:...........:..... . .. �........ ...............,..._..........................;. :......... w VERT- •SCALE:' 1 = 5 .:... ..... .............. _. - ............................_ _................... ......................... .........c€.......... ....................... ..... .. :.........:............. .............. .... ..... ~. h:.... ... _ ... .... ....... :..:..... ......... ........ ......... ......... ........ ......... ................................................ ........._ .......... . ...............; ................ 8+00 ................................................................................................ ............................................ 7*00 ................ ....... .... .................... ........ ........ ......................... ...._...... ......................... ......._ .................... ... _..._ 8*00 ........._.......................... 9t00 ..................................... ........... ..................... . SOIL£.• 1 " = 20' NOTE." SEE SHEET C7. 01-7. 0,3 FOR U77LITY CROSSING INFORMA 77ON A T EACH NUMBERED (�) CROSSING SURVEYNOTE.- SEE SHEETS C7.04 AND C7.05 FOR SURVEY CONTROL /NFORMA ION PIPE MA TER/AL: 12" AND LARGER: WT IB (SERIES 65) DOT 704 DESIG. 1N IY LENGTHS 6" 8' • PVC SDR 35 OR EEOUAL W J z O O 5LLJ o� z �.� �.'•t M U 00 PC) • a N I Q- 1." N --- I M ol O I� +� O co �a04 o i x a u� N a z —_110 co v � b t) 9- W Z w u, z Z w w c) Q z N w o o w > ���� �U)Q0- Q w 0r I1 . 01 0 I o I Q SHEET NUMBER C4.09 SHEET OF 20 50 PROJECT NUMBER 02077 0*%m.ID, 14 703 61-5 SFr 9 TWP 7n A/ RrF S F_ W_ M SCALE 1 . . . . . . . . . . . . fSt. ! . .7.7.7•:� .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . L/ .i+�. NOTE." SEE SHEET C7.01-7OJ FOR U77L/TY CROSSING INFORMA AON A T EACH NUMBERED ( X CROSSING SURVEYNOT• O E. SEE SHEETS C7.04 AND C7.05 FOR SURVEY CONTROL INFORMA77ON PIPE NATER/AL: 12" AND LARGER.• WT IB (SERIES 65) DOT 704 DESIG. 1N 1X LENGTHS 6" B' PVC SOR J5 OR EQUAL SCALE.- KEY MAP W_�_ W W z W oLd >. Z El� W W W o 1 N rn TTTTI o�i.2 I 00 O 04 N d'.v1b kid CLi n O 1� tr) U h uC4 O a x S = W N N W 3 Z ' co co C44 ca "'t Z 0 w � � z W W Z Z W Z Z p � it fw— (/} Q n �- Q SHEET NUMBER C4..10 SHEET OF .21 50 PROJECT NUMBER I 02 7 010(473 SEC. 6, TWP, 20 N,, /4rme. 5 E., W. M. 0 v W W ........�.. ................ ....... ............... ...... SEE sHEcr C4. ii 1 SCALE.• 1 " = 20' 0 10 20 40 NOTE SEE SHEETS C7.01-C7.0.3 FOR UTILITY CROSSING INFORMA770Y AT EACH NUMBERED ((D) CROSSING SVRVEYNOTE.• SEE SHEETS C7.04 AND C7.05 FOR SUR1 EY CONTROL INFORMA77ON PIPE MA TER/AL: 12" AND LARGER: WT lB (SERIES 65) DOT 704 DESIG. IN 13' LENGTHS 6 ", 8 • PVC SDR 35 OR EQUAL W w w�W J z o >. Z >�m v �WWW S ( !Ql: (�ln o z � IN1 0 per'/ I O OD N IN 1 Z O a h 00 co 00 w h a h , c L N a h W z c z et N ' Z a J z a W 0 Z x w w Z Z w W ,w o� Q h z � W o o hi Q Q w O� ol ol Q SHEET NUMBER C4.11 SHEEP OF ' 50 PROJECT NUMBER 77 0;L0 it 73 SEE SHEET CA 10 0 KEY MAP SCALE SEE SHEET CA 10 : .......... :. ...... ...... ... ........ ......... ......... ......... - - -- ... ..... :.... ......... I-JIYC)t-ILL ................. ::::::::: ::::::: '::.:.:: :: .: : - ; ( ? . . . . . : -- _ , . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . : . . . : . ; : E - w f '1 j 20 ...... .........`--- ...... ......... .. .... � i � i i -E . . . . . . . . . . . . . . ......... .........'.... wRT. SCALE:•....= 5........ _............._..........._........................................... ....:......... -� ....:..........._........................................-------------..... ......... ......-_...... ....................._.......... ...... .. ......._..... ... .. (e .. ... 4 .M a ►, : :::::::: ram, :::::: M ..: �'*f ,,, "c :'� :...... ►� �,. Q :M :::::: h (o : �W ......... ......... .. . .................... ................................................................... 0+00 ..................................... __..... ..............................................._................................................. 1+00 ............................... ...... 2+010 _............................ ..._....... ..... __............._. ......._. J+00 ...... _ __ ........... _.......................................4f ... 00 _... 1 " = 20' • o Coco co ao en Q. Vi a O 'a O N w Z r` co m W Qc v ft W W 2 6 Z W o � W Q z N �C (fi CE ;�j QE (s e ,u O o J fl Z O Fes— (/ < Q Q ol W 0101 of a- d SHEETNUMBER C4.12 SHEET OF 23 50 PROJECT NUMBER '07!% 0101473