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PTN. OF SE 1/4,SE 1/4 OF SEC 18,TWP 28 N, R5E W.M. o <br /> } O u) <br /> m � <br /> O <br /> Q <br /> CONSTRUCTION NOTES <br /> STABILIZED CONSTRUCTION ENTRANCE/EXIT PER COE STD. DWG, 201 ON a <br /> SHT. C1.700, MIN. LENGTH PER PLAN k <br /> O2 SILT FENCE PER COE STD. DWG. 214 ON SHEC1.100, MIN. LENGTH PER m <br /> PLAN F <br /> I I I \ \\ \ sD O HIGH VISIBILITY FENCE PER DET. ON SHE C1.101 w <br /> Y Z <br /> 4O APPROX. LIMIT OF GRADING " o <br /> z o <br /> 125.39' -- 5O TEMP. INTERCEPTOR DITCH PER DET. ON SHT. C1.101 h p <br /> 7 66 ROCK CHECK DAM PER DET. ON SHEC1.101 a <br /> / 1/ CATCH BASIN INLET PROTECTION PER COE STD. DWG, 210 ON SHT. F <br /> TEMP. CULVERT, S=2%MIN. <br /> 21 20 19 18 1j 1 5 14 131 12 11 10 - 9O TEMP. SEDIMENT POND PER DET. ON SHT. C1.101 Z <br /> I � III II/I11 // \ I I I II I\ 9 8 7 f0 <br /> I I II II// // TRACT 99 / / I O CONSTRUCTION.STORM VAULT TO BE ONCE VAUD AS LTS ARE DIMENT CONSTRUCTED CONTRACTOR TO gLELKC� <br /> 4AP DURING <br /> Aos0ESS Sr &fXlILITIES) I 1 \ / // ROUTE INTERCEPTOR DITCH TO VAULTS UNTIL FINAL STABILIZATION OF g 4 wAsy B <br /> I THE SITE. <br /> 01 CONN. SEDIMENT POND RISER TO EXIST. LINE AND MANHOLE ONCE z <br /> S O SS 3t+oo SS INSTALLED. STORMWATER DISCHARGE SHALL NOT BE RELEASED IF IT <br /> S SS 17 <br /> 9 I I�// I _J2+0o SS gS - ---- -- EXCEEDS NPDES REQUIREMENTS. pA�'Fps4M4 6 �� <br /> INTERSTATE (15) I I W W;q <br /> T W. 3 I A � W a�L <br /> �wv<<vv r?I,y TE W W W n LEGEND ��gl <br /> THE AS-BUILT INFORMATION <br /> —X—X—X— SILT FENCE PER COE g214/DOE BMP C233 SHOWN ON THIS PLAN IS PER <br /> TEMPORARY EMERGENCY SPILLWAYS \h'J� AFIELD SURVEY PERFORMED <br /> FOR SEDIMENT PONDS PER SIZING I I////J� l III I I I I I I I I I 74 I; -0-0— HIGH VISIBILITY CONSTRUCTION FENCE PER BY MEAD GILMAN ASSOCIATES <br /> $ II \ 5 TYP.75 / 5 DOE BMP C103 <br /> TABLE N SHT. C1.101. LOCATION A EA -- I I o / \ 1 < / AND/OR RECORD DATA <br /> SHOWN FOR PLANNING PURPOSED, I /////'I' ,�s �L \ao 1 / 11 25 " o \ I 1 ----100---- EXISTING TOPOGRAPHIC CONTOUR PRCONTRACTOR. <br /> OVIDED BY E <br /> CONTRACTOR AND CESCL SHALL 11 1 1\4 1 1 \ 1 1 �\ I 1 v1� 76 1 73 + a 1 <br /> DETERMINE BEST OVERFLOW ROUTE l\ 1 .� 1 \ �\ NOa �\`- \ I _I 1 11 4 I 30 ACC 1 100 PROPOSED GRADING CONTOUR <br /> BASED ON CURRENT SITE CONDITIONS. / .�/l / SEINMI N7 <br /> l // SURFA RSA=1, 4 s8' / \1 I 4 77 / 72 'l - E WE T A —�— —Q — TEMPORARY INTERCEPTOR DITCH WITH <br /> / WS V=4/400. V -- / V f-_ - \ 1 3 9q 130 ROCK CHECK DAM, SEE NOTE i 0 <br /> BOT.ELEV,449'56� SD <br /> 71 —\— PERMANENT SD PIPE <br /> n <br /> CATCH BASIN INLET PROTECTION PER COE 3 <br /> 79 70 I / �B J I Ip210/DOE BMP C220 <br /> EXIST. SD \ 29 1 1 I z <br /> I TEMP 12"SO, LENGTH PER PLAN o <br /> SEDIMENT PAND SOUTH TO REMAIN 1 / I I 1 1 1 1 1 = <br /> / S F 5 AREA=2,187 SF \ 1 _ �'1- 80 69 8 <br /> r l W EII,,EEV.$472.00 I m I 1 <br /> 11 T�E1LE 46Z50 <br /> i ')0 r <br /> PROVIDE TEMPORARY CONTROL WETLAND A I '41 1 II �6 ° I/ I 1 i ° 1 SEDIMENT POND z <br /> STRUCTURE PER DET. SHT. CAL II 1 I \ 1 30 _ — I rn <br /> C1.101 FOR SEDIMENT POND 22,751 SF r f qa \ I 1 I 81 68 I 1 w <br /> RISER AND SIZING TABLES ON V I TR T 997 II I1 I 117 - - NOTE: <br /> SHT. C1.101 + \ I \\ t 1 ¢II(S R IIDRAINAGT/ \ I 31 I, + 1 P 1.ALL UTILITY TRENCHES CONSTRUCTED IN THE PUBLIC RIGHT-OF-WAY SHALL � ~ <br /> SPACE) \ I 16 TIP.82 67 r 1 P BE CONSTRUCTED IN ACCORDANCE WITH COE STD. DWG. 614. Q <br /> \ W y II t Mass sF II I -I I L. 2.CONTRACTOR SHALL MONITOR THE FRONTAGE STREETS AND PERIODICALLY <br /> i <br /> 63 ! / ® SEDIMT TRACES OFF THE STE. <br /> 3.CONTRACTOR SHALcc <br /> STREET CLEAN TOLROUNELYEMOVE ANOINSPECTAD MAINAIN ALL INISTALLEDLu 1 — — — — EROSION AND SEDIMENT CONTROL BMPS ESPECIALLY AFTER STORMS. a0- <br /> CRITICAL AREAS II 62 \� iI 2 "e 4.CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO STOP SEDIMENTS <br /> l BOUNDARY(TYP.) Q 10 i — �4— 65 I FROM ENTERING WATERWAYS IF THE PROPOSED BMPS FAIL. V/ <br /> .�* — S.EXPOSED AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR <br /> a.II I / 1 11 I 81, I r INSTABILIZED FOR NO MORE THEN TWO DAYS FROM OCTOBER i THROUGH z <br /> 85 - P APRIL 30,AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH <br /> 64 O <br /> SEPTEMBER 30. � Z <br /> \ ——J I I— J J __ ti / \ 3 I / �' � 6.THE TEMPORARY EROSION AND SEDIMENT CONTROL(TESC)MEASURES (/� <br /> / '3 p \ / - L a \I LJ SHOWN IN THESE PLANS SHALL BE CONSIDERED A MINIMUM. THE `�+ U k <br /> / ` CONTRACTOR SHALL PROVIDE ANY REASONABLE ADD177ONAL MEASURES AS J U <br /> MAY BE REQUIRED TO FACILITATE ACTUAL SITE RUNOFF CONDITIONS AT THE m W w 561 TIME OF CONSTRUCTION.ALL NECESSARY EROSION AND SEDIMENTATION < � <br /> CONTROL MEASURES SHALL BE IN-PLACE PRIOR TO ANY DEMOLITION OR a <br /> / CONSTRUCTION ACTIVITIES. Q <br /> PRIVA _ 5 u�S W o \I Z PERMANENT STORM DRAINAGE FACILITIES MAY BE USED FOR TEMPORARY <br /> SS -sue W a _ W STORM WATER COLLECTION AND CONVEYANCE CONTROLS IN CONJUNCTION <br /> SS�— SS — ` WITH NECESSARY TEMPORARY BMPS DURING CONSTRUCTION. ALL <br /> TYP. SS PERMANENT STORM DRAINAGE FACILITIES ACTIVE DURING CONSTRUCTION. CLIENT <br /> _ S� 2 I 4�1 / �-- <br /> PACIFIC RIDGE HOMES <br /> / 17921 BOTH ELL-EVERETT HWY <br /> 7 SUITE 100 <br /> 38 <br /> N BOTH ELL,WA 98012 <br /> 41 42\ 43 <br /> 37 39 401 <br /> 1 44 5 48 47 48 (49 50 51 d <br /> \ a 2 53 54 55 56 57 / I ) s Baaa <br /> 4253 4 <br /> � <br /> CIPIH <br /> r CONSULTANTS <br /> Site Planning•CIA Engineering <br /> Landscape Architecture•Land Use Consulliing <br /> w o / _ 4j6 \ \ I I L GhJaiW <br /> O J WA 9X24�42512&52390 <br /> a 4. 101 South Wemichee Avenue,Suife C3 <br /> o¢ Wenatchee,WA 9MI•(509)2917731 <br /> w,c phconsu I to nts.com <br /> PROJECT NO. <br /> oQ <br /> 0132-21-028 <br /> �o <br /> Mo N DRAWING <br /> 0 30 60 <br /> C1.01 <br /> o- <br /> \ w.r.below. <br /> �C PLAN IN FEET SHEET 5 OF 45 <br /> L anc:mre w�a�e. <br /> ®2022 anH­,­,a Ann,rn:Resenm. <br />