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SW 1/4,SEC 07,TWP 28N, R05E W.M. TESC NOTES <br /> CD <br /> cV <br /> N \ O CONSTRUCTION FENCE PER DET. ON SHT. C1.10100 <br /> 1 <br /> - APPROX. LENGTH PER PLAN <br /> O I 2 STORM DRAIN INLET PROTECTION PER COE STD. DWG. <br /> O 210 ON SHT. C1.100 <br /> d \ N O3 TEMP.INTERCEPTOR DITCH PER DET. ON SHT. C1.101 0 <br /> a _ _ <br /> M O4 ROCK CHECK DAM PER DET. ON SHT. C1.101 u <br /> -o a <br /> Lu m "' m O GRAVEL CONE RISER AND 12"LCPE OUTLET PIPE PER <br /> S r 5 DET ON SHT. C1.101 <br /> O N I o 0 w <br /> �> o - _ _ _ _ _ _ O TEMP.CULVERT, APPROX. LENGTH AND SIZE PER PLAN, w <br /> U S' -0 a p S=2%MIN. s <br /> \ .w ,. 0 3 <br /> W oDEMOLITION NOTES � m <br /> IJ�= <br /> LLj <br /> / REMOVE EXIST. CONC./PVMT./GRAVEL DRIVEWAY, AS <br /> w o NOTED F m <br /> LEGEND 0 <br /> -X-X-X- SILT FENCE PER COE#214/DOE z <br /> BMP C233 <br /> CONSTRUCTION FENCE PER DOE <br /> 0 0 BMP C103 S� A <br /> cl)m / �\ - - - m O CATCH BASIN INLET PROTECTION z <br /> PER COE210/DOE BMP C220 <br /> Cm') CONSTRUCTION STAGING AND STOCKPILE AREA �,AC 4- <br /> 8� 6 � <br /> �g0 56 56p` C TEMP. CULVERT, APPROX. LENGTH <br /> KK??C?:�C2CX AND SIZE PER PLAN, S=2%MIN. 'y <br /> m - - - <br /> - _ <br /> • •r ..,, ; --. w -w �j{ EXIST. TREE OR VEGETATION TO BE <br /> . w KJC <br /> .. : ..• - .. ..,.. . REMOVED <br /> \\ ENTRANCE% NOTES <br /> ' •f \\S68 \ r I I I I I \ I 1. ALL UTILITY TRENCHES CONSTRUCTED IN THE PUBLIC <br /> RIGHT OF WAY SHALL BE CONSTRUCTED IN <br /> ACCORDANCE WITH COE STD DWG. 614 <br /> 2. CONTRACTOR SHALL MONITOR THE FRONTAGE STREETS <br /> FOUND 5/8" I AND PERIODICALLY STREET CLEAN TO REMOVE ANY <br /> � <br /> / 566.93 AREA of ELECTRIC TRarlsMlsslON/. � /STAMPED"wEI 1 7 97"R&CAP l I RIM CB(Sse93 SEDIMENT TRACKED OFF THE SITE THE CITY STREETS <br /> DITRIBUTION LINE ESMT / 0.1'NxDXE OF C NER // "WALGREENS" 8"CONC IS: SHALL BE KEPT CLEAR OF DIRT AND DEBRIS AT ALL a <br /> \ REC.NO 9705290447 81061 018 / ce(#137)s u TIMES DURING CONSTRUCTION. DUST SUPPRESSION AND 3 <br /> \ IM 5 z19 STREET CLEANING MUST OCCUR AS DIRECTED BY THE 4'X\ CURB IS 0.5" ('� / [2- <br /> Q (= <br /> \S\\\ SE of EASTERLY LINE <br /> I cvl I I CO IE 54.D PUBLIC WORKS INSPECTOR z <br /> Cl DI E 563.4cvO 3. CONTRACTOR SHALL ROUTINELY INSPECT AND MAINTAIN o <br /> 2"DI 563.0 r1 <br /> 1_ ALL INSTALLED EROSION AND SEDIMENT CONTROL BMPs, LL s <br /> OP OP OP - .;OR, - OP OP � OP 'RIDE SHA ---- � ESPECIALLY FTER STORMS. MEASURES T � o <br /> r RE" 1 4. CONTRACTORSHALL TAKE APPROPRIATE MEAS ES 0 <br /> s'cLFNc ( '�y18 t_^ - - - - �� - P - - --- -- --- --- STOP SEDIMENTS FROM ENTERING WATERWAYS IF THE <br /> FOUND 5/8"REBAR&CAP i " - k _ OPOp- - - _m PROPOSED BMPs FAIL. z <br /> STAMPED'WEI 16916" 5. EXPOSED AND/OR DISTURBED SOILS SHALL REMAIN O <br /> D I'N&2''E OF CORNER I <br /> 8/0212018 \ HWY JUNCTION\ N UNCOVERED AND/OR UNSTABILIZED FOR NO MORE THAN <br /> \ - AHEAD" \ TWO DAYS FROM OCTOBER 1 THROUGH APRIL 30, AND 2 <br /> \ \ <br /> D FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH <br /> \ \ W SEPTEMBER 30. ~ z <br /> SD SD SD SD SD. SD SD SD SD SD SD SD��SD SD SD T S 0 6. THE TEMPORARY EROSION AND SEDIMENTATION SD <br /> Q <br /> SS \ S SS SS S SS \ 00 CONTROL (TESC)MEASURES SHOWN IN THESE PLANS cNJ <br /> SHALL BE CONSIDERED A MINIMUM. THE CONTRACTOR 10. Z <br /> EVERGREEN WAY ce soup RouN OO SHALL PROVIDE ANY REASONABLE ADDITIONAL W O <br /> ce(#4131)SOLID ROUND LID RIM 734 MEASURES AS MAY BE REQUIRED TO FACILITATE LLI CL <br /> N RIM 570.99 12"DI IE 565.26(SW) <br /> SLIM (#4127) 12"DI IE 568.08(SW) 12"DI IE 565.2a(NE) ACTUAL SITE RUNOFF CONDITIONS AT THE TIME OF Z (n O <br /> RIM 577.28 o SSMH.#a13O) i2"DI IE 56z96(NE) `( CONSTRUCTION. ALL NECESSARY EROSION AND NN <br /> 12"DI IE 571.61(SW) v RIM 5 z.os SEDIMENTATION CONTROL MEASURES SHALL BE L.L <br /> 12"DI IE 570.43(NE) 8"COS(I-SW-NE) N O O LU <br /> LU <br /> CTR CHANNEL IE 565.86 m IN-PLACE PRIOR TO ANY DEMOLITION OR CONSTRUCTION <br /> W 7. PERMANENT STORM DRAINAGE FACILITIES MAY BE USED U <br /> m FOR TEMPORARY STORM WATER COLLECTION AND U Q <br /> r CONVEYANCE CONTROLS IN CONJUNCTION WITH k <br /> O NECESSARY TEMPORARY BMPs DURING CONSTRUCTION. J <br /> CC ALL PERMANENT STORM DRAINAGE FACILITIES ACTIVE m <br /> DURING CONSTRUCTION SHALL BE CLEANED AND/OR O LLo <br /> REPAIRED TO GOOD WORKING CONDITION PRIOR TO 01 <br /> FINAL PROJECT CLOSEOUT. <br /> CLIENT <br /> R UND L - J� T/ / ( ORA�flE <br /> LEED FOUR CORNERS,LLC <br /> /91� _ I I I' LL7"""..$$$��� I I 19000 NE 8TH STREET <br /> S;j') L h�O� J s64 'Hµ'Y JU CTION I / I PER NOJ 2\001250g1 D SUITE 1200 <br /> O NE 'HWY JUNCTION l ICy A FAD" / I 'ROADRK IpHEAD I 0 r!fl BELLEVUE,WA 98004 <br /> QAHEAD" f (425)453-9551 <br /> N -_ _ _ _ Z <br /> % O \\ CURB IN C I P I H <br /> \ O� <br /> a O \ \DISREPAIR \\ W <br /> SD SD SD SD - SD- SD�SD SD SD. SD - D SD SD SD \ S� CONSULTANTS <br /> N< 0 \ \ ce #a1g3 soup RouNO u0 ce(#4145) + Site Ranning�Civil Engineering <br /> RIM 562.69 \ RIM Ss15) N Landscape Architecture•Land Use CoIsulfing <br /> m Q LID \ \ 72"DI IE 559.18(SW) \ 8"CONC.IE 559.11(E) esI KEYMAP 11321-B NE 1201h Sheet <br /> \12"DI IE 559.14 NE KWIand,WA 98034.1425)29S2390 <br /> %z ~ �S' S' \ IOISwIh Wenatchee Avenue,Svtle C3 <br /> EVERGREEN WAY Wenatchee WA^ II.a 09=902m31 <br /> LILI <br /> Z m PROJECT NO. <br /> m m = f a 0024-18-042 <br /> n V SSMH(#4138) L CB(#4147)SOLID ROUND LID CB(#4744)SOLID ROUND LID Ij G DRAWING C1.01 <br /> RIM 566.28 RIM 564.77 RIM 561.96 O <br /> i o Q 8"CONC(W-SW-NE) 12"DI IE 561.90(SW) 8"CONC IE 558.79(A) O Know what's below. <br /> 'o CTR CHANNEL IE 555.87 •' I 12"DI IE 558.67 SW 0 20 40 j\ C811 before OU dig.DI IE NE <br /> SHEET 5 OF 21 <br /> a PLAN INFEET C,,not 2020CPH Consonants,uc.no R.0--d. <br />