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HomeMy WebLinkAboutR-266201r 1 W N W z WIWI ilk 13 Q �Iv a0 WIN' O O 0 .$Nd/aai/ B l'I vow swuu1.o.r• o= NOTE: ALL WOR.( W. TH fN THE W50T RIGNr-OF WAY TO 95E APPWEI ANO �y INSPEC7-En BY TNAT }- -- AGENce. �" I I i G -WE IMu Ra>DSIaE-. 4�1 DITCH II 430 ITT VI 30 Q t &11 ` 420 0 2 8' 415 O Q 410 � 6w1wWE. • L J: W N W z WIWI ilk 13 Q �Iv a0 WIN' O O 0 .$Nd/aai/ B l'I vow swuu1.o.r• o= NOTE: ALL WOR.( W. TH fN THE W50T RIGNr-OF WAY TO 95E APPWEI ANO �y INSPEC7-En BY TNAT }- -- AGENce. �" I I i G -WE IMu Ra>DSIaE-. 4�1 DITCH II 430 ITT 405 FI nw 4/s rfY rP V. C. C ACI•' v h E�� �b CUNT^UR INT EfZVAI-: 21 .4 s- 3�3 WA' IED ROCK CiNEGK PAM (WWRE REOUIPEL ON PLAN) !V4" - I V9 ti NI - TO'V.c. 70'V.C. '{ y a 71ory �7 ATTIENTION V V W 4 m.ry •Po.« .• in« r•wll.l r Mar •tN.-W nr N 0 ; o O� 41 h h Q h «J • 2.12 r ,,,. NallN• . 1 „ar... r.the.w -a WEI 10 NOTES : 1. WHERE POSSIBLE MAINTAIN NATURAL VEGETATION FOR SILT CONTROL. 2. ALL TEMPORARY SILTATION AND DETENTION PONDS SMALL BE MAINTAINED IN A SATISFACTORY CONDITION ULTIL SUCH TIME THAT CLEARING AND/OR CONSTRUC- TION IS COMPLETED AND THE PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, 3. RETURN SILTATION CONTROL AREAS TO ORIGINAL GROUND CONDITIONS. 4. THE SILTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE SUCH AS TO MEET MINIMUM REQUIRE- MENTS. AS CONSTRUCTION PROGRESSES AND (SEASONAL) CONDIIIONS DICTATE MORE SILTATION CONTROL PACIL- ITIES MAY BE REQUIRED TO INSURE COMPLETE SILTA- TION CONTROL ON THE PROPOSED DEVELOPMENT. THERE- FORE, DURING THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE DEVO,- OPER TO ADDRESS ANY NEN CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDIT- IONAL PACILITIES, OVER AND ABOVE MINIMUM REQUIRE- MENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROP- ERTIES. 5. APPROVAL OF THIS DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS. CHANNELS OR RETENTION FACILITIES; BUT IS AN API AL OF TEMPORARY SEDIMENTATION CONTROL PLAN ONLY. 1 VI 425 Q t ` 420 2 8' 415 O Q 410 � 405 FI nw 4/s rfY rP V. C. C ACI•' v h E�� �b CUNT^UR INT EfZVAI-: 21 .4 s- 3�3 WA' IED ROCK CiNEGK PAM (WWRE REOUIPEL ON PLAN) !V4" - I V9 ti NI - TO'V.c. 70'V.C. '{ y a 71ory �7 ATTIENTION V V W 4 m.ry •Po.« .• in« r•wll.l r Mar •tN.-W nr N 0 ; o O� 41 h h Q h «J • 2.12 r ,,,. NallN• . 1 „ar... r.the.w -a WEI 10 NOTES : 1. WHERE POSSIBLE MAINTAIN NATURAL VEGETATION FOR SILT CONTROL. 2. ALL TEMPORARY SILTATION AND DETENTION PONDS SMALL BE MAINTAINED IN A SATISFACTORY CONDITION ULTIL SUCH TIME THAT CLEARING AND/OR CONSTRUC- TION IS COMPLETED AND THE PERMANENT DRAINAGE FACILITIES ARE OPERATIONAL, 3. RETURN SILTATION CONTROL AREAS TO ORIGINAL GROUND CONDITIONS. 4. THE SILTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE SUCH AS TO MEET MINIMUM REQUIRE- MENTS. AS CONSTRUCTION PROGRESSES AND (SEASONAL) CONDIIIONS DICTATE MORE SILTATION CONTROL PACIL- ITIES MAY BE REQUIRED TO INSURE COMPLETE SILTA- TION CONTROL ON THE PROPOSED DEVELOPMENT. THERE- FORE, DURING THE COURSE OF CONSTRUCTION IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE DEVO,- OPER TO ADDRESS ANY NEN CONDITIONS THAT MAY BE CREATED BY HIS ACTIVITIES AND TO PROVIDE ADDIT- IONAL PACILITIES, OVER AND ABOVE MINIMUM REQUIRE- MENTS, AS MAY BE NEEDED TO PROTECT ADJACENT PROP- ERTIES. 5. APPROVAL OF THIS DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS. CHANNELS OR RETENTION FACILITIES; BUT IS AN API AL OF TEMPORARY SEDIMENTATION CONTROL PLAN ONLY. 1 INTERCEPTOR SWALE DETAIL �•. = Q• Min. Slope =0.5% no 4" MIN. DEPTH ROCK (Min.4•Fuca) ROAD CROSSING SWALE DETAIL toe *.Pm rmovlPE gam• prff F, J9/4 �X I V2 "6NED CQAJ5IIED P40cK Perforcied S+ond Flue De4all NO 9Cdlia POND "B" /%Z 'M/nus washed rock berm /'min . Freaboord f' Sccil�n A -A BOND IIAS No gi LE fp m} TOWNSEND - CHASTAIN a ASSOC., WC. '�r, DEVELOPMENT CONSULTANTS ,alsi�'•' �t . LAND SURVEYORS M we, E. ' 409 SOUTN 3rd AVENUE KENT, WASHINGTON 98QT/ (206) 834-2043 R-266201 REV NO 'Arc DESCRIPTION ._ .TENT 13400 Nd TF1RUP %I C. NENDERSON Mjnc. _ roJE`T15ENSON CREST APTS. TO EdS•C. 1=L•.AN1=L•.AN IAWNBY JmO GCGLF (11 L 501 SHEET IPI ROVEC �/ 1-�n*c APRIL.• 1981 J10054 of 1 ip3 73 93 e to INTERCEPTOR SWALE DETAIL �•. = Q• Min. Slope =0.5% no 4" MIN. DEPTH ROCK (Min.4•Fuca) ROAD CROSSING SWALE DETAIL toe *.Pm rmovlPE gam• prff F, J9/4 �X I V2 "6NED CQAJ5IIED P40cK Perforcied S+ond Flue De4all NO 9Cdlia POND "B" /%Z 'M/nus washed rock berm /'min . Freaboord f' Sccil�n A -A BOND IIAS No gi LE fp m} TOWNSEND - CHASTAIN a ASSOC., WC. '�r, DEVELOPMENT CONSULTANTS ,alsi�'•' �t . LAND SURVEYORS M we, E. ' 409 SOUTN 3rd AVENUE KENT, WASHINGTON 98QT/ (206) 834-2043 R-266201 REV NO 'Arc DESCRIPTION ._ .TENT 13400 Nd TF1RUP %I C. NENDERSON Mjnc. _ roJE`T15ENSON CREST APTS. TO EdS•C. 1=L•.AN1=L•.AN IAWNBY JmO GCGLF (11 L 501 SHEET IPI ROVEC �/ 1-�n*c APRIL.• 1981 J10054 of 1 ip3 73 93 e