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VICINITY CGRD7322126 PTN. OF SW 1/4,SE 1/4 OF SEC 14,TWP 28 N, R4E W.M. <br /> CNOT132126 6 <br /> CONSTRUCTION NOTES <br /> CSIT7322126 m <br /> CUSD7322126 <br /> CUWS132212 Oj STABILIZED CONSTRUCTION ENTRANCE/EXIT PER COE STD. DWG. 201 ON 1 <br /> TESC1322126 SHT. C1.100, MIN. LENGTH PER PLAN, BMP C105 LOT 19 I I <br /> OTOP1322126 INTERCITY G,(RDEN TRACTS <br /> TBLOCK O SILT FENCE PER COE STD. DWG. 214 ON SHT. C1.100, MIN. LENGTH PER VOL. 13, PAGE 43 I I <br /> TBLOCK-ec 2 PLAN, BMP C233 00480600101902 <br /> 00480600101900 � -- ----------- <br /> HIGH VISIBILITY FENCE PER DET. ON SHT C1.101, BMP C103 I 00480600101901 I 3D-SID <br /> --- --------- <br /> � 4 APPROX. LIMIT OF GRADING, BMP C101 I I <br /> I <br /> OTEMP. INTERCEPTOR DITCH PER DET. ON SHT. CL101, BMP C200 I� PROPERTY I I c <br /> ~ n �� 335LF 2 ASPHALT DRIVE BOUNDARY(TYP.) I o <br /> `G 6 ROCK CHECK DAM PER DET. ON SHT. C1.101, BMP C207 pp--- _ / <br /> A O --------<-1-_ OP OHP&T r-OP OP nHP,GT ---i M 1 W R M a <br /> N CATCH BASIN INLET PROTECTION PER COE STD. DWG. 210 ON SHT. Op -OP pp \ <br /> r 3 c m O C1.100, BMP C220 �� w \ _ OP OHP&T&T Op �'pF- OP o U <br /> 0 ?! a 8%TEMP. CULVERT, S=2%MIN. '� �z�w w w w w w w w �-RD �p-�RD-R R ZC ' OF -55� - i0P ' a <br /> w -w w w w -- D RD <br /> w <br /> N O9 TEMP. SEDIMENT TRAP PER DET. ON SHT. C7.101, BMP C240 w w w w w _ R ass. �, -RD RD RD M <br /> o ° w __W___W w _s_ / $E61Mf RJ4P o RD-\R9 z RD-� RD a a <br /> 262LF 2 ------------- __ <br /> v STORM VAULT TO BE USED AS SEDIMENT POND/TRAP DURING w w w w w w w w w w w 5t1RF�C _�_-___ _____ <br /> O.A 10 CONSTRUCTION. ONCE VAULTS ARE CONSTRUCTED, CONTRACTOR TO / W.S qy��L 54 .50 -- -------- ------- -------- - - _ j Z M <br /> 00 ROUTE INTERCEPTOR DITCH TO VAULTS UNTIL FINAL STABILIZATION OF w w w w w w w w w 1/- <br /> < THE SITE. w w w w w / \� a�1. E EV.=54 .00CD <br /> IIw SE=49.3 w 5E=549.3 w \ 5E-549. 5E=54957 SE_ � p <br /> LEGEND <br /> 17w SE=49.37 \49.57 5E=549.57 _I I I I i° w <br /> 5E=549.57 SE-5 9.57 5E=549.17 5E-550.77 SE- 077 J <br /> --- w w 15 13 5E=549.57 <br /> -544- w w .15. \ I \ / 1I 11 1U 8 I I 7 50 5E=550.17 5E=550.67 5E=550.67 I �' <br /> -X-X-X- TIP. SILT FENCE ---- -�- w w w W \\ II IV /14 3 2 1 <br /> HIGH VISIBILITY PLASTIC FENCE w w w w w w l / 89LF 3 °� <br /> 00480600102001 w w w / <br /> --- li-- w <br /> -100---- EXISTING TOPOGRAPHIC CONTOUR w w w w w w wl <br /> w w Typ.) <br /> 100 PROPOSED GRADING CONTOUR �R w-wxDT�R w Rw ab w w w wl 6 (TIP.) I aVAC I1p�� <br /> 1 <br /> TEMPORARY INTERCEPTOR DITCH WITH - w ow w w !1 - - 100' <br /> ROCK CHECK DAM, SEE NOTE i <br /> PERMANENT SD PIPE <br /> CATCH BASIN INLET PROTECTION 2 oo S S <br /> w w SS °-' ° ' , ---- _W <br /> w w w w w <br /> TEMP 12"SD, LENGTH PER PLAN W w W I w .� <br /> _ ------S -- --f <br /> _________ \� <br /> SD SQ w SD w w -548--\ TRACT999 ------------ ------- <br /> SEDIMENT ------- - - -- -- - - - <br /> TRAP ------ ------ - -- _ _ _----- �____\ w w w w w w w _ - - _ - ----__\ACCESS AND LITIES) <br /> +- -� rL-r_ w w w -------------------------- ------ -- - - --- - <br /> s ---------------- <br /> w w w w ------ + 0 3 <br /> __ -- \� •mow---------Y--17L)` 3 I 1 TYP.) \I'. z <br /> NOTE., \ \ 10 C 5'TNOOD FENCE 0 <br /> 1.ALL UTILITY TRENCHES CONSTRUCTED IN THE PUBLIC RIGHT-OF-WAY SHALL III 18 w 1 w_ 2 �,'� \ 240LF 2 <br /> BE CONSTRUCTED IN ACCORDANCE WITH COE STD.DWG. 614. <br /> 2.CON7RACTOR SHALL MONITOR THE FRONTAGE STREETS AND PERIODICALLY <br /> STREET CLEAN TO REMOVE AND SEDIMENT TRACES OFF THE SITE. SE-549.47 sE=sas.a7 <br /> N ¢ o <br /> 0 sE=sa9.47 I,- I ; Q x <br /> 3.CONTRACTOR SHALL ROUTINELY INSPECT AND MAINTAIN ALL INSTALLED o <br /> EROSION AND SEDIMENT CONTROL BMPS ESPECIALLY AFTER STORMS. I 18"F o ❑ °' <br /> 4.CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO STOP SEDIMENTS (30�. l I I H... ,:I ❑ <br /> FROM ENTERING WATERWAYS IF THE PROPOSED BMPS FAIL. <br /> 5.EXPOSED AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR I I I I5 22 F UNIT 1 I I !I 9 <br /> INSTABILIZED FOR NO MORE THEN TWO DAYS FROM OCTOBER 1 THROUGH LOT 21 \II INTERCITY GARDENS CONDO <br /> APRIL 30,AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH INTERCITY GARDEN TRACTS / w I I 13J A.F. #200605165002 I Iv1 / I 'I LIj tz <br /> SEPTEMBER 30. VOL. 13, PAGE 43 <br /> 6.7HE TEMPORARY EROSION AND SEDIMENT CONTROL(TESL)MEASURES w w w I o 2 127LF/ / •I Q <br /> SHOWN IN THESE PLANS SHALL BE CONSIDERED A MINIMUM. THE <br /> CONTRACTOR SHALL PROVIDE ANY REASONABLE ADDITIONAL MEASURES AS 00450600102105 29. I / I. U <br /> MAY BE REQUIRED TO FACILITATE ACTUAL SITE RUNOFF CONDITIONS AT THE / r I 22"F I / O) <br /> TIME OF CONSTRUCTION.ALL NECESSARY EROSION AND SEDIMENTATION w w w 1 I = 00480600102109 W <br /> CONTROL MEASURES SHALL BE IN-PLACE PRIOR TO ANY DEMOLITION OR sE=5 77 w °4.N. / 1• n, v <br /> CONSTRUCTION ACTIVITIES. / 00480600102102 '^ <br /> ;g -------- ------ vJ 0 <br /> 7.PERMANENT STORM DRAINAGE FACILITIES MAY BE USED FOR TEMPORARY TYP. 1 20'F I I 1 Z <br /> STORM WATER COLLEC77ON AND CONVEYANCE CONTROLS IN CONJUNCTION 22 ( ) f I 7 O Q <br /> WITH NECESSARY TEMPORARY BMPS DURING CONSTRUCTION.ALL C7 <br /> PERMANENT STORM DRAINAGE FACILITIES ACTIVE DURING CONSTRUCTION. z / 15'F <br /> z 23 / TRACT 998 <br /> I <br /> SE=549. 7 h _ F (PR)VATE ACCESS AND UTILITIES) In II a I m <br /> LJ l <br /> I <br /> 12"F <br /> / - UNIT 2 I II <br /> - INTERCITY GARDENS CONDO <br /> _ -=24 F A.F. 1200605165002 of I a CLIENT <br /> -544-� 7 O - - _l_ _ 3 <br /> - SD-SD- ,546-- l_` B - _ _ _ PACIFIC RIDGE HOMES <br /> SD- vl 59LF - � --548- <br /> ------ <br /> --a <br /> o 17921 TT HWY <br /> _�- 3 _ <br /> _____________ e _ _ <br /> o I <br /> SUITE 100 <br /> i S , ---__ _____- - - _ ----- PHON ( ) 8-8444 <br /> SD SD <br /> l 48 OP <br /> N BOTHELL,WA 98012 <br /> E:425 43 <br /> 3 -----_ASPHALT ROJ4 )} 3 <br /> I I I <br /> m 546, INII �•SgB <br /> az+oo - 100TH STREET SW I P I H <br /> -ls� <br /> ---- 1 43 00 1 1 1 <br /> --SS I i N <br /> d0 ----544--- -----�- 3 4a+o0 (LOCAL ACCESS) N <br /> d0 --d4-- as+oo <br /> -d0-d0 - - �os_�� 46+00 - CONSULTANTS <br /> SO \ 42- OSdO OS d0 D OS SD <br /> d0 d0 dp d0 S� � _4650 Site Plannin Civil Fn ineerin <br /> v 3� OHP&T �- do S3- S A' 9 A <br /> S DIMENT TRAP(SOUTH) Laidscope Architecture•Land Use Consulting <br /> 9 3 11321-B NE With Sheet <br /> S RFACE AREA=169 SF YJIMIond,WA 98034•t425t 28443sa <br /> 12`WR W w "' Io t1hWe�alcWI-(5�e,Suit,C3 <br /> M731 <br /> -w -w -w (� _w W. ELEV.=549.50 L <br /> *R) W W We�1DWA988o1.t5a�)z9�,31w � T: ELF=S4E.(9'0-w -w w W www.DPn ox ereRr.om <br /> 7 <br /> PROJECT NO. <br /> s 0132-21-026 <br /> N DRAWING <br /> wo 0 20 40 C1.00 <br /> o� <br /> a/n, Nn whars below. PLAN IN FEET SHEEP 4 OF 14 <br /> oCall bebre ou di. coo>of®­3 cax All Rlghrs Rooer ea. <br />