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HomeMy WebLinkAbout02D1672cE'n -0% rlA/n -2/1 A/ n/-%E' AC C IA/" ✓L{/. Vj / IIff . LV •W.p i■Mom. v �.y "".•►.• LAKELAND HILLS AREA 5 SEWER EXTENSION GENERAL CONSTRUCT/ON NOTES 1. THIS DEVELOPMENT PROJECT SHALL CONFORM TO THE CITY OF AUBURNS REQUIREMENTS AND BE IN ACCORDANCE WITH THE APPROVED PLANS. ANY CHANGES FROM THE APPROVED PLAN WILL REQUIRE APPROVAL FROM THE OWNER, ENGINEER AND THE CITY. 2. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE 'WASHINGTON STATE DEPARTMENT OF 7RANSPORTA770N (WSDOT) STANDARD SPECIFIC4770NS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION" (200014ATEST E0I770N), EXCEPT WHERE SUPPLEMENTED OR MODIFIED BY THE CITY'S CONSTRUCTION STANDARDS MANUAL. COPIES OF THE ABOVE DOCUMENTS SHALL BE AVAILABLE AT THE JOB SITE DURING CONSTRUCTION. 3. A PRE-CONSTRUCTON MEETING SHALL BE REQUIRED PRIOR TO THE START OF ALL CONSTRUCTION. CONTACT THE PUBLIC WORKS DEPARTMENT AT 253-931-3010 TO SCHEDULE A MEETING. 4. LOCATIONS SHOWN FOR EXIS77NG UTILITIES ARE APPROXIMATE. THE CONTRACTOR IS CAUTIONED THAT OVERHEAD UTILITY LINES MAY NOT BE SHOWN ON THE DRAWINGS. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETFRMINE THE TRUE ELEVATIONS AND LOCATIONS OF ALL UNDERGROUND U77LI77ES AND THE EX7FNT OF ANY HAZARD CREATED BY OVERHEAD U77LITY LINES. IDEN77FICA PON, LOCA77ON MARKING AND RESPONSIBILITY FOR, UNDERGROUND FACILITTES OR UTTLIT F5,, /5 GOVERNED BY THE PROVISIONS OF CHAPTER 19.122 REVISED CODE OF WASHINGTON (RCW) PRIOR TO STAR77NG CONSTRUC770N, THE CON7RACTOR SHALL CALL ONE -CALL (1-800-424-5555) FOR U77LITY LOCA77ONS, (WATER, SANITARY SEWER, STORM SEWER, GAS, POWER, TELEPHONE AND 7FLEVISION). 5. PRIOR TO THE START OF CONSIRUC77ON A PROPOSED ROU7F AND SCHEDULE FOR HAULING MATERIAL TO THE SITE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. IF THE CITY BELIEVES THAT THE PROPOSED HAUL ROUTE WILL ADVERSEL Y IMPACT THE 57PEET NETWORK, HAULING MAY BE LIMITED TO APPROPRIATE OFF-PEAK HOURS OR AL TERNA TF ROU7FS. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PUBLIC SAFETY ON AND AROUND THIS PROJECT. PRIOR TO 77/E START OF WV7RK, ALL METHODS AND EQUIPMENT USED FOR TRAFFIC CONTROL AND STREET MAINTENANCE SHALL BE SUBMITTED TO THE CITY FOR APPROVAL. CONTRACTORS AND 171EIR SURETY SHALL BE LIABLE FOR INJURIES AND DAMAGES TO PERSONS AND PROPERTY SUFFERED BECAUSE OF CONTRACTORS OPERA 77ONS OR NEGLIGENCE CONNECTED W77H THEM. 7. ALL CONSTRLIC77ON SURVEYING FOR EXTENSIONS OF PUBLIC FACIL177ES SHALL BE DONE UNDER THE DIREC77ON OF A WASHINGTON LICENSED LAND SURVEYOR OR A WASHINGTON LICENSED PROFESSIONAL CIVIL ENGINEER. 8. CER77FIED DRAWNGS ARE REQUIRED PRIOR TO PROJECT ACCEPTANCE. REFER TO THE CITYS "RECORD CON57PUC77ON DOCUMENT" HANDOUT. CITYOFAUBURN SANITARYSEWER CONSTRUCTION NOTES 1. THE LOC417ON OF 7HE SIDE 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 (3) THE LOWER END SHALL HA VE A 2X4 CLEA T 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 2X4. 2 CONTRACTOR SHALL OBTAIN ANY NECESSARY SIDE SEWER CONNEC77ON PERMIT' FROM THE CITY OF AUBURN PRIOR TO CONSTRUC7701V. 3. UNLESS OIHERW7SE APPROVED, THE CITY OF AUBURN SHALL DO ALL CONNECTIONS TO EXIS77NG SEWER MAIN WITH NEW TEES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TRENCH AND PA W-MENT EXCA VA 770N, PIPE INSTALLA 770N, BACKFILL AND PA VEMENT RESTORA770N. 4. ALL DUCTILE IRON PIPE SHALL BE "SEWER SAFE" DUC77LE IRON. Z Z JOINT SIDE SEWER INSTALL CAP MARK LOCA77ON WITH 2x4 PER C.O.A. 57DS (Typ.) SANITARY SEWER PLANS AUBURN, WASHINGTON SEC.6. TWP. 20 N., RGE. 5 E., WmMm LEGAL DESCRIPTIONS LOT 3 AND LOT 4, LAKELAND HILLS, AUBURN SHORT PLAT, AS RECORDED UNDER REC. NO.. 200211145001 PARCEL NUMBERS R0520062046 & R0520062027 CONSTRUCT/ON SEQUENCE 1. CALL ONE -CALL LOCATE FOR THE LOCATION OF SYISTNG U77LI77ES IN AREAS CRITICAL TO DESIGN (1-800-424-5555) 2. HOLD PRECONS TRUC 77ON CONFERENCE WITH THE CITY OF AUBURN 3. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES AS IDENTIFIED ON SHEET C2.01 AND BY THE GRADING AND EROSION CONTROL C085TRUC77ON SEQUENCE ON SHEET C2.01. 4. CALL CITY OF AUBURN FOR INSPECTION. 5. CONTRACTOR AND DEVELOPER WILL BE RESPONSIBLE FOR ADD177ONAL EROSION CONTROL MEASURES AS NECESSARY. 6. INSTALL SANITARY SEVER 567EV 7. GRADE PROJECT TO PLAN GRADES 8. H,DROSEED ALL DAYLIGHT SLOPES AND OTHER AREAS TO REMAIN UNWORKED. 9. REMOVE SEDIMENT FROM EROSION CON7ROL FACILITIES 10. VERIFY STABILIZA 77ON OF 517F: 11. CALL CITY OF AUBURN FOR SI7F INSPECTION. LEGEND EXIS77 VG PROPOSED ... EXST. TYPE / CB EXIST. TYPE # CB SANITARY SEWER MH EXST. SANITARY SEWER MH EXIST. FIRE HYDRANT EXST. WATER RT771VGS EXIST. GATE VALVE EXST. WATER METER O CLEANOUT AS N07ED ON PLAN EXIST. CONTOUR ---600 PROPOSED CONTOUR • 598.00 PROPOSED SPOT GRADE -, 2X PROPOSED SLOPE FUTURE ROADWA Y� 06REXCA VA 77ON OF L Z UNSUITABLE MATERIAL, 6 , AS DIRECTED BY THE ROADWA Y 5 5 GEOTECHNICAL ENGINEER. .36" FINISH GRAREPLACE WITH COMPACTED 3, ORGANIC -FREE SELECT NA77VE BACKFILL. 6" 45' TYPICAL SEWER MAIN TRENCH DETAIL MI BEND DUCTILE 6" CLEANOUT NO SCALE IRON JOINT S/DE SEWER ARRANGEMENTS 10x10x6 2T OR ALL JOINT SIDE SEWERS (SINGLE SIDE SEWERS THAT SERVE TWO L07S) WILL BE REQUIRED TO MJ TEE 77?ANS177ON GASKET GREATER HAVE A "JOINT SIDE SEWER ARRANGEMENT" 6" MEGALUG THE FOLLOWING PAIRS OF LOTS IN DIV. 2 WILL BE REQUIRED TO HAVE JOINT SIDE SEWER 45' OR STEEPER ARRANGEMENT' O6"DUC17LEIRON 1&2, 3&4, 5&6, 7&8, 9&10, 12&13, 14&15, 16&17, 18&19,20&21, 6" 22 & 23, 24 & 25, 26 & 27, 28 & 29, 30 & 31, 34 & 35, 36 & 37, 38 & 39, 40 & 41, 42 MEGALUG &43 44&45, 46&47, 48&49, 50&51, 52&53 54&55, 56&57, 58&59, 60&61, 62&63. SIDE SEWER DESIGN NO SCALE OWNER/DEVELOPER LAKELAND LAND DEVELOPMENT L.L. C. 11624 S.E. 5TH ST. SUITE 200 BELLEVUE, WASHINGTON 98005 CONTACT RAND Y FORS YTH (425) 586-7700 ENG/NEER/SURVEYOR CORE DESIGN INC. 14711 N.E. 29TH PLACE, SUITE 101 BELLEVUE, WASHINGTON 98007 CONTACT GARY R. SHARNBROICH, P.E. (425) 885- 7877 GEOTECHN/CAL ENGINEER EARTH CONSULTANTS, INC. 1805 136 TH PLACE N.E., SUITE 201 BELLEW& WASHINGTON 98005 CONTACT SCOTT DINKELMAN, RPG (425) 643- 3780 SITE DA TA HIGHEST SEASONAL GROUNDWATER ELEVA 170N.- PER THE PROJECT GE07ECHNICAL ENGINEER, DURING THE WET SEASON, A PERCHED GROUNDWATER TABLE DEVELOPS /N THE UPPER FIVE FEET OF THIS SITE. UT/L/TYPROV/DERS SEWER CITY OF AUBURN SHEET INDEX 1-C101 TITLE SHEET 2-Cl. 02 OVERALL PLAN 3-Cl. 03 SURVEY CONTROL/EASEMENT PLAN 4-C2.01 EROSION CONTROL PLAN 5-05.01 SANITARY SEWER PLAN/PROFILE 6-0.. 02 SANITARY SEWER PLAN/PROFILE 7-05.03 SANITARY SEWER PLAN/PROFILE 8-05.04 SANITARY SEWER PLAN/PROFILE C/TYOFAUBURN STANDARD DETAILS GRADING AND EROSION CWTROL CONSTRUC7701V ENTRANCE EROSION - 01 SIL T CONTROL FENCE EROSION - 02 CHECK DAMS AND SWALES EROSION - 05 GRA VEL FIL TER BERM EROSION - 06 57RAW AND HA Y BALE BARRIER EROSION - 07 TRAFFIC ADJUSTMENT OF NEW AND EXIS77NG U77LITY 57RUCIURES TO FINISH GRADE TRAFFIC-12 SANITARY SEWER SIDE SEWER STUB SEWER - 01 PRIVATE SANITARY OR STORM SEWER CLEANOUT SEWER - 02 24 INCH MANHOLE FRAME AND COVER SEWER - 04 MANHOLE INSIDE DROP DETAIL SEWER - 05 STORM DRAINAGE GRADING/EROSION DISCHARGE CONTROL S77?UC7URE STORM - 04 W"S"!)" a T, STANDARD PLANS MANHOLE TYPIC I (48-0,, 54"0 OR 60"I) MISCELLAIVfOUS MANHOLE DETAILS B-23o B-24 ALGONA Q PACIFICIK / ELLINGSON RD AUBURN KING COUNTY 3R0 AVE 51 LA Np Q 1 wA EVERGREEN SEKING COUNTY m Qj PIERCE COUNTY Q c � N � a � S�TE za 0 S 62ND ST SE n �... 87H ST E -c z SUMNER TA PPS HWY. E. PIERCE COUNTY �q�F PARKvrAy TAPPS VICINITYMAP 10 O a Op LIB O � 0 o X a u- Lo cvCN N W 00 � � N m � Z a J a. Z 0 LLI o ? w Lu Z Z 1 "=1/4 MILES- uj CITY OFAUBURN GRADING AND EROSION CONTROL NOTES 1. WITHIN THE CITY OF AUBURN, ALL REOUIRED RE7FN770N OR DE7FN770N, SEDIMENTA77ON AND EROSION C011/7ROL FACILI7ES MUST BE CONS 7RUC7FD AND IN OPERA 770N, PRIOR TO LAND CLEARING AND/OR OTHER CONS 7RUC77ON ACflKRES, TO INSURE THAT SEDIMENT -LADEN WA7FR AND STORM DRAINAGE RUNOFF DOES NOT IMPACT THE ADJACENT PROPER77ES OR THE NA 7URAL DRAINAGE WAYS. r� M� V 2. THE DETENTION, SED/MENTA77ON (RE7EN77ON IF INFILTRA770N SYSTEM IS USED) AND EROSION CONTROL FACILITIES V DEPIC7FD ON THE APPROVED DRAWINGS ARE INTFNDEO TO BE MINIMUM REQUIREMENTS TO MEET AIV77CIPAIED SITE CONDI77ONS. ADDI77ONAL DRAINAGE AND EROSION CONTROL FACILI7ES MA Y BE REQUIRED AS 5/7UA 77ONS WARRANT DURING CONSIRUC77ON. THE IMPLEMENTA770N, MAINTENANCE, REPLACEMENT AND ADD177ONS TO THESE CONTROL SY5TTM5 SHALL BE THE RESPONSIBILITY OF THE PERMITTFE. 3. THE DE7FN77ON (RE TLN77ON IF INFIL TRA 77ON SYSTEM IS USED) CON77?OL POND SHALL REMAIN IN PLACE UN77L THE O PERMANENT STORM SYSTEM IS IN PLACE AND OPERA 770NAL. Qz :�- O O 4. THE 7EMPORARY EROSION CON7ROL FACILITIES, INCLUDING ALL PERIMETFR CON7ROLS, SHALL REMAIN /N PLACE UN77L W CIO FINAL SITE CONSTRUC77ON IS COMPLETED AND APPROVAL HAS BEEN RECEIVED FROM THE CITY. 5. ALL AREAS OF AC77VE EARTHWORK WHICH HAVE THE POTEN77AL FOR EROSION AND SEDIMENTA77ON IMPACTS ON W `, , O) ADJACENT PROPERTY AND DRAINAGE WAYS MUST BE STABILIZED ACCORDING TO THE FOLLOWING SCHEDULE• Z FROM APRIL 1 TO SEP7EMBER 30, AREAS AT FINAL GRADE AND THOSE WHICH ARE SCHEDULED TO REMAIN UNWORKED FOR Q Z MORE THAN 30 DA YS, SHALL BE STABILIZED N THIN 10 DA YS. L4 W O Z Q FROM OCTOBER TO MARCH 31, EARTHWORK ACTIVITIES SHALL BE C0NDUC7FD IN STAGES IN 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 )S SHALL BE STABILIZED IMMEDIATFL Y. N J BASIS OF BEAR/NGS %4 ° m N0143'16 "E FOR THE EAST LINE OF THE Q SOUTHEAST QUARTER OF SEC17ON 6, TOWNSHIP 20 NORTH, RANGE 5 EAST, W.M., PER RECORD OF 47 SURVEY RECORDED UNDER A.F.N. 200102265002. W A TUM ,,4D NA VD 88 V v BENCHMARKS 1. BRASS SURFACE MON. 0 INTERSEC7ON LAKELAND HILLS WAY & EVERGREEN WAY S.E. ELEVA 17ON 564.51 2. BRASS SURFACE MON. ® INIFRSEC17ON LAKELAND HILLS WA Y & ✓AMES A VE S.E. ELEVA 1ION 498.32 NOTE.• CONTRACTOR IS REQUIRED TO HA VE THE CITY OF AUBURN STANDARD NOTES AND STANDARD DETAILS AND SPECIFICA 7701VS A VAILABLE ON JOB SITE WHENEVER CON57PUC77ON IS IN PROGRESS. UNDERGROUND LOCATOR SERVICE CALL BEFORE YOU DIG. 1-800-424-5555 RECORD DRAWING CER77FICA77ON THESE DRAWINGS CONFORM TO THE C TRACTORS OPN,57`RUC770N RECORDS BY I DA TE. Z'403 TITLE/POSITION.• ''QojLc-t PM CONFIRMED BY CITY DA TE.- 4l/.s0/0-6 / PROJECT REF FAC 03--0012 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH 77 E CITY OF AUBURNS ENGINEERING D1145ION REQUIREMENTS. ,, pp APPROVED BY.- ..tiwvr� 5 Jk DA TE APPRO VED: YI so 10 3 / I d �i v� Q m Q N QE W p >. a z z > o � c� <t to w Q of a- o_ o] 0101 Q SHEET OF _1-0.1.01 8 PROJECT NUMBER 02070 t Y ©--�. 1) 16 71 SEC.6, TWP. 20 N., RGE. 5 E., W.M. . %� ,.... ,:.. r , RECORD DRA WING CERTIFICA TION THEW DRAWINGS C ?NFORM TO THE CON CTOR' N UCTION RECORDS r BY DA TE.• fZ TITLE/POSITION.• FQOJGC"T ffmGQ. CONFIRMED BY CITY DA TE.- II 00 Q•4 �• N �• Q I N O ol b Z p c W a h N u = rr j 4 u O, 4 CV W 00 h m c Z � � h Cep C Z Q J 7 CL rZ V W 0 Z W W Z Z W ov z Z w V � w o ~ 4-4 o Qe W cry, o Wiz � � �� QWj Z v Ql� V wo Q� zQ v w w V W v,LLJ SCALE.• 1 " = 150 o z 0 75' 150' 200' N � :�j 3•/e s PROJECT REF FAC 03-001 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF A UGURN'S ENGINEERING DI KSION REQUIREMENTS. APPROVED BY.• SJI DA TE APPRO VED.• 3 y IW— cn Q Q Q w l 0 0 o d SHEET OF 2-C1.02 s PROJECT NUMBER 02076 SEC" 6, TWP. 20 N., RGE. 5 El W.M. 1*1 N- 36 31 N 89 06 47"W I 58. 35 CAL C. (58. 34-APEX) I I I 1 I I I I 1 6 _ _ _ - 12 7 N 88°34 43"W 2579.07 — — N8834'36'W 2604.67 2582.05 —N 880121'W — — — — N 8834 43'W 19.47 v Q v �I N 8834'43'W — — ----2598.�4J --- Q K�AY EXIST I o �O In 7 - - CONTROL DIAGRAM 1'"- J00' 31 32 1468.48 _ - 5 LAKELAND D/V. 1 PHASE 3 REC. NO 2004115002 m ASHTON AT LAKELAND D/V. 1 zU PHASE 1 REC. NO. 9808245001 �c-- a EVERGREEN ,3 REC. N0. 200010165002 EVERGREEN 2 REC. N0. 200010165001 ',, 64fh ST. I 2551.06-APEX 2551.19-LPM)— — 5 N 88 03 05 "W--APEX (N 88 02 50 "=LPM) 8 A 39.34 RIGHT OF WAY DEED REC. NO. �515 200105040368 "9Z. R=454.00 2a / cj90��c9 R=200.00 CIV R=200.00 Q=14'23'52" L=50.26 �p A5 / R-200.00 I I A=36'56'14" L=128.93 LOT 4 -+•� I I- —50' SANITARY SEWER EASEMENT LOT 3, LAKELAND HILLS o I AUBURN SHORT PLAT i I I _ ►I ..�- 25' - 25' I e=33 3418" L=307.62 10? ?Miry / 515 A--35'49'00" 1 "- 200' RECORD DRA WING CCER TIFICA TION THEW CON C�OR'� RA WIN Q1/ U FORM RECORDS BY. ! f A DA TE. 0-03— TITLEIP051770N.- ZWJlt7 CAL CONFIRMED BY CITY DA TE.- ���O�I a PROJECT REF.- FAC 03-0 12 THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF A UBURN'S ENGINEERING DI VISION REQUIREMENTS. APPROVED BY.- fD.� S-0091*14- DA TE APPRO VED.• - y3' • 3 �w z oN..� j U U Li a- W W Q. Q. Qrl'lk z 0,�2 0 rn w 00 ?n �,�• J N N N I O a Z p co W O'N Im > 'a ° x c u- V) N '\ W Z 3 �j ' V ._ Q1'co co Z m h vAct Z Z J a 0 � W O ? w w Z Z w Qov w w �w Np oLo W ow Z � w o� v Q Q �I w-4 �z W O O Q ww w V v v W © Lli p mQ Q N i'S o < o mC) �1LLJ Li � ° Q Q w Q � 0- Iz 0 0 1 o Q SHEET OF 3-C1.03 8 PROJECT NUMBER 02076 SEC. S, TWP. 20 N., RGE. 5 E f W.M. w Q yr. o w, .. .... .. .r ; 3- 14 y,r , / _.. ....... ✓ \ ... lki GRADING & EROSION CONTROL NOTES: (ADDITIONAL NOTES ON C1.01) 1. NO UNCONTROLLED SURFACE WATER SHALL BE ALLOWED TO DISCHARGE FROM THE SITE DURING CONSTRUCTION. 2. NO RUNOFF SHALL BE ALLOWED TO DRAIN TO A CITY OWNED CONVEYANCE SYSTEM UNTIL APPROVED BY THE CITY OF AUBURN. J. CONTRACTOR SHALL COMPLY WITH THE APPROVED EROSION CONTROL PLANS AND INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NECESSI TA TED BY FIELD CONDITIONS TO ENSURE NO UNCONTROLLED SURFACE WA TER LEA VES THE SI TE AND TO LIMIT THE AMOUNT OF EROSION. 4. EROSION CONTROL MEASURES SHALL NOT BE REMOVED UNTIL SITE IS STABILIZED AND ONL Y WHEN ALLOWED BY THE CITY OF AUBURN. GRADING & EROSION CONTROL CONSTRUCT/ON SEQUENCE.- 1. INSTALL CONSTRUCTION ENTRANCE. 2. BEGIN SEWER MAIN CONSTRUCTION. J. PRIOR TO CONSTRUCTING SEWER MAIN THROUGH LARGE POND (ADJACENT TO ELIZABETH A VENUE), INSTALL CONVEYANCE SWALES TO DIVERT STORMWA TER TO SOUTH POND AS SHOWN ON PLAN. 4. AFTER SEWER MAIN CONSTRUCTION HAS PROCEEDED BEYOND LIMITS OF LARGE POND, CONSTRUCT BERM THROUGH MIDDLE OF POND AND INTER 77E BOTH SIDES OF POND WI TH CUL VER IS AS SHOWVV ON SANITARY SEWER PLAN/PROFILE SHEET. 5. ONCE BERM AND GRADING OF LARGE POND IS STABILIZED, BACKFILL DIVERSION SWALE AND RESTORE FLOWS OF STORYWA TER TRIBUTARY TO POND. 6. CALL CITY OF AUBURN FOR INSPECTION. 7. FOR OTHER EX/STING CONVEYANCE ROUTES THA T WILL BE DISTURBED DURING SEWER CONSTRUCTION, REROUTE FLOWS AROUND WORK AREA WITH FLEXIBLE, CORRUGATED POL YETHYLENE PIPE, AS NECESSARY. INSTALL TEMPORARY CUL VERIS AND RESTORE DRAINAGE SWALES AS SHOWN ON THIS PLAN, ONCE SEWER MAIN CONSTRUCTION HAS PROCEEDED BEYOND AFFECTED EROSION CONTROL FACILITIES. 8. FOLLOWNG COMPLETION OF SEWER MAIN, GRADE SITE PER THESE APPROVED PLANS AND STABILIZE W TH H YDROSEEDING OR OTHER APPROVED MEANS. 9. REMOVE COLLECTED SEDIMENT FROM EROSION CONTROL PONDS, SWALES AND OTHER FACILITIES, WHICH ARE TO REMAIN IN PLACE AND FUNCTIONING AFTER COMPLETION OF THIS PROJECT. 70. CALL CITY OF AUBURN FOR INSPECTION. SCALE.• 1 H = 60" 0 10' 20' 40' THESE DHA WINGS GUNf UKM / U /Ht CONTRACTOR'S CONSTRUCTION RECORDS E/POSITION. DA TE.- ,L swots PROJECT REF FA 03— 012 / THESE PLANS ARE APPROVED FOR CONFORMANCE WITH THE CITY OF AUBURN'S ENGINEERING DIVISION REQUIREMENTS. APPROVED B Y.- DA TE APPRO UED.•13o�b3 ar Q w LLJ ,. w ..,. I 02076 0�0 IC 7,4 r%J-^ C TIA/A -fn A/ MINE' C c IA/ AA 1 L� RESTORE DRIVEABLE A CCESS TO SSMH 1509— 46, 4 " CRUSHED ROCK BASE OR EQUAL. m f a m N 113 O El N C7 3 0 ❑ Ln U z m z w X w w 3 w m ❑ N cl z 5 W Y Q J //7/TUUGP7 /''UIVU, ITGMC/VC UL/LLr-U /CLJ SEDIMENT.. FROM POND AND INSTALL TEMPORARY CONVEYANCE MEASURES, AS SHOWN ON SHEET C2. 01, TO DI INERT STORM WA TER. CONSTRUCT BERM PER CITY OF AUBURN STANDARDS FOR ROAD CONSTRUCTION. TYPE 2, WSDOT STD. PLAN 8-238 STA. 0*67, ,8' RT. PROPOSED PR/L/M/NARY PLAT OF 18LF 6 " D. 1I, 0 1.000, CAP AND MARK 6 " IF 540.0 IlE'V AAA O SCALE.• 0 10' 1 " — 20' 20' 40' NOTE: ALL DUCTILE IRON PIPE SHALL BE 'SEWER SAFE' D. L E03M1 C _• rn Q N N o � Z ® o m Lu a h > u a _ o cv c x u ol " a K W cc 00 Z m C Z Z Q J Z � W � Z cc W W Z o) `ill W W > () 3: Q tom- to d d d w o 01 0 d SHEET OF 5-05.OZ 8 PROJECT NUMBER 02076 cl) ww AAr r r ■A/ A/ JCC,. 0, / vvr : zv iv , rruc. a c., vv. iri. 3 ANTE _ s UREROAL DR/V,ES,E cA � I S A CC �T.6 t -N-�1 In a co a N m N N 3 0 N Ln C] i z In z w X w w 3 w m ❑ N 0 w Y Q J W 0 4l w CD 3: [r F d LL Q W ff LL 0 0 cc) Q SHEET OF 6-c5.02 s PROJECT NUMBER 02076 O�Lo I 7 MONTEWSTA"DRIVES.E ownw saw) qoo,q iW Y 10",0./ aAZ 52 12 20 �556 %J%Alff" I �7 %ly- -W 1, 54- i STA. f2*98i 5,0'. 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MF 6" PVC 6" C 5381 16EF 5m D-Z Rm Ir q T7 6 ^ I N ? ......... . ... ... . ................... . VP ----------- ... 1(94.q W-r1f I0',01 CLASS 52 Li il n wJ - ui N, LL w > z z 0 3: < < w It 01 Q I cc) I I SHEET OF 7-05.03 8 PROJECT NUMBER OM 76 Ll 0-10 14?� AW, (n 10 01 '000, ui >- 09 x Le C4 uj z z CA. 0 CAC Lki ui z iJ Lij Pt Q) 6-4 cop LQ Qj c c L4 Lli 60 QS k < z < Lj IN 0 ry o cl a- Lli Li > z z 0 FA < af < SHEET OF B.C504, 48 PROJECT NUMBER 02076