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VICINITY <br />CGRD1322126 <br />CCONSTRUCTION NOTES <br />IT13222126 <br />13 CSI T 26 <br />PTN. OF SW 1/4, SE 1/4 OF SEC 14, TWP 28 N, R4E W.M. <br />LUJU I JLL I zC <br />CUWS1322126 STABILIZED CONSTRUCTION EN7RANCEIEXIT PER COE STD. DWG. 201 ON <br />TESC1322126 SHT. C1.100, MIN. LENGTH PER PLAN, BMP C105 LOT 19 <br />OTOP1322126 INTERCITY G�RDEN TRACTS <br />TBLOCK SILT FENCE PER COE STD. DWG. 214 ON SHT. C1.100, MIN. LENGTH PER VOL. 13, PAGE 43 1 <br />00480600907902 o <br />TBLOCK-ec Q PLAN, BMP C233 �� I <br />00480600101900 _ ---- <br />t\3 HIGH VISIBILITY FENCE PER DET. ON SHT. C1.101, BMP C103 00480600101901 I � - $p -- <br />4O APPROX. LIMIT OF GRADING, BMP C101 1 <br />I I <br />O I TEMP. INTERCEPTOR DITCH PER DET. ON SHT. C1.101 ,BMP C200 I PROPERTY I P <br />335LF 2 ASPHALT DRIVE BOUNDARY (TIP.) <br />t\6 ROCK CHECK DAM PER DET. ON SHT. C1.101, BMP C207 — OP <br />OP OP -- ----� <br />OHP&T ��-� OP OP M M <br />OCATCH BASIN INLET PROTEC7ION PER COE S7D. DWG. 210 ON SHT. — � OP OP op <br />7 C1.100, BMP C220 J OP OHP&T OP -OP _ _ I <br />t\8 z <br />TEMP. CULVERT, S=2% MIN. �A w w w OP — OP <br />✓ ✓ ✓ ✓ ✓ W Q0_ 1!C_ RD �� RD RD RD R p 55< P O TOP + <br />-548- - - S- R° — — RD RD "OHP&T ZIPa <br />O TEMP. SEDIMENT TRAP PER DET. ON SHT. C1.101, BMP C240 ---IR w w W \—/ R so E Ro R <br />SEDIME RAP —TR� o RD RD RR� E- RD <br />F----------------------- _____ — <br />262LF 2 <br />STORM VAULT TO BE USED AS SEDIMENT POND/TRAP DURING 15 / SCJRFA f--ARE -5�€-- ------ - �_ — s <br />10 CONSTRUCTION. ONCE VAULTS ARE CONSTRUCTED, CONTRACTOR TO w W W w w W W W --- ___ — <br />ROUTE INTERCEPTOR DITCH TO VAULTS UNTIL FINAL STABILIZATION OF w w w w w w / W. S �fEL Y. =54 .50 ------------------ --------------- <br />THE SITE 130r: E EI. =5 6.00 <br />LEGEND .5E=584957 <br />\.sE-5a.s7 � <br />12 11 �13 10 I <br />7 5 4 <br />—X X X— TYP. SILT FENCE O <br />3 2 �I <br />HIGH VISIBILITY PLASTIC FENCE �/ 89LF 3 <br />00480600102007 <br />EXISTING TOPOGRAPHIC CONTOUR . — . .I 5 (TYP.) I `s <br />100 PROPOSED GRADING CONTOUR RD 6 ( ) <br />—,RD T �-- RD, <br />I <br />-� — . — TEMPORARY INTERCEPTOR DITCH WITH m� ow 7 1 I— _ _ 00' �I \ s N <br />ROCK CHECK DAM, SEE N07E 1 <br />SD PERMANENT SO PIPE <br />= s<° ---- --- ---- <br />CATCH BASIN INLET PROTECTION T — 20 — s ° T w <br />�s S — s <br />TEMP 12" SO, LENGTH PER PLAN - -SS - SS _ SS <br />✓ ✓ ✓ �✓ ✓ w 7� — — — —t— — �S S F— <br />_ P W w RP Ro __ '�-- - <-- _ ------ RIVAIE <br />-------------=1----------\ --- JI <br />SEDIMENT TRAP K SD S� S SD 548- _ TR T999 -------------- <br />W W W w m------- + ID UTILITIES) w ______ _� ACCESS a ------------ - <br />s <br />-------- <br />11 � <br />------------- <br />- y ----- - <br />---- - --- Y----X ---Y ----_----------------17LL 3 I TypU <br />NOTE <br />1. ALL UTILITY TRENCHES CONSTRUCTED IN THE PUBLIC RIGHT-OF-WAY SHALL <br />BE CONSTRUCTED IN ACCORDANCE WITH COE STD. DWG. 614. <br />2.CONTRACTOR SHALL MONITOR THE FRONTAGE STREETS AND PERIODICALLY <br />STREET CLEAN TO REMOVE AND SEDIMENT TRACES OFF THE SITE. <br />3. CONTRACTOR SHALL ROU77NELY INSPECT AND MAINTAIN ALL INSTALLED <br />EROSION AND SEDIMENT CONTROL BMPS ESPECIALLY AFTER STORMS. <br />4.CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO STOP SEDIMENTS <br />FROM ENTERING WATERWAYS IF THE PROPOSED BMPS FAIL. <br />5. EXPOSED AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR <br />INSTABILIZED FOR NO MORE THEN TWO DAYS FROM OCTOBER 1 THROUGH <br />APRIL 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH <br />SEPTEMBER 30. <br />6.7HE TEMPORARY EROSION AND SEDIMENT CONTROL (7ESC) MEASURES <br />SHOWN IN THESE PLANS SHALL BE CONSIDERED A MINIMUM. THE <br />CONTRACTOR SHALL PROVIDE ANY REASONABLE ADDITIONAL MEASURES AS <br />MAY BE REQUIRED TO FACILITATE ACTUAL S17E RUNOFF CONDITIONS AT THE <br />7IME OF CONSTRUCTION. ALL NECESSARY EROSION AND SEDIMENTATION <br />CONTROL MEASURES SHALL BE IN -PLACE PRIOR TO ANY DEMOLITION OR <br />CONSTRUCTION ACTIVITIES. <br />7. PERMANENT STORM DRAINAGE FACILITIES MAY BE USED FOR TEMPORARY <br />STORM WATER COLLECTION AND CONVEYANCE CONTROLS IN CONJUNC77ON <br />WITH NECESSARY TEMPORARY BMPS DURING CONSTRUCTION. ALL <br />PERMANENT STORM DRAINAGE FACILITIES AC77VE DURING CONSTRUCTION. <br />18 — <br />T, C 5'_WOOD FENCE <br />10 <br />1 <br />20 <br />240LF 2 <br />�� <br />3 <br />. <br />cn <br />l <br />LL <br />_al <br />5E-549.47 5E=549.47 5E=549.47 <br />I <br />, o <br />U7 <br />U <br />Q a <br />�L <br />I 78" F <br />IGo <br />kiti <br />z J <br />Q <br />❑ <br />� <br />. <br />❑ <br />I <br />�E22" F UNIT 1 <br />LOT 21 <br />INTERCITY GARDENS CONDO <br />� <br />INTERCITY GARDEN TRACTS <br />� / � I � <br />A.F. <br />1 #200605 765002 � <br />l <br />VOL. 73, PAGE 43 <br />n <br />' <br />I'° <br />2 127LF , <br />� <br />i <br />a <br />v <br />00450600702105 <br />22" F � <br />y <br />I <br />z 00480600702109 <br />1 <br />004BO6001020 via <br />22 (TYP.) 1 <br />w1-------- <br />w <br />21 F �,-------- <br />W <br />15°F <br />+ I <br />z 23 / TRACT 998 1 1 <br />SE=549. 7E416 F (PRIVATE ACCESS AND UTILITIES) Ul <br />I as a <br />I <br />_ - ---�- - 12" F <br />I I <br />UNIT 2 <br />24" F INTERCITY GARDENS CONDO <br />0 1 <br />(TYP. ) 4 I I A.F. #200605165002 <br />-- -- - --- <br />_ 7 (TIP.) <br />�544-� �- SD <br />SD So 46-- <br />------546--- SD - --548- <br />--------------- <br />Zz <br />r--- ---------------22eHALT RDgDWAY <br />SD <br />SD <br />-546 1------- SD —eT - SD <br />-------- 100TH STREET SW <br />I I � �42+00 - o <br />43 00 In <br />D SD <br />I S --- SS — — — (LOCAL ACCESS) <br />_ 44+00 <br />d0 do-----544--- --- - --- - 45+00 <br />SD SD - d0 - - - - � dot - dD- - - aS IS D OS SSD SOS 46+00 <br />542- --_ do do do do do do � � Aso <br />OHP&T � d0 � SS-___- S <br />SEDIMENT TRAP SOUTH <br />S RFACE AREA=169 SF <br />Of <br />in <br />CD <br />z <br />Y <br />3 <br />it <br />0 <br />0 <br />3 <br />(n <br />Cm) <br />¢ <br />LU <br />Of <br />a <br />w <br />o <br />m <br />d <br />az <br />s <br />THE AS -BUILT INFORMATION <br />SHOWN ON THIS PLAN IS PEA <br />A FIELD SURVEY PERFORMED <br />BY PACIFIC COAST SURVEYS, <br />INC. AND/OR RECORD DATA <br />PROVIDED BY THE <br />CONTRACTOR. <br />z <br />0 <br />z <br />z <br />zz <br />U <br />x <br />2 <br />0 <br />x <br />0 <br />z <br />U) <br />W <br />N <br />Z <br />Q <br />L <br />a <br />� <br />a <br />W <br />a <br />Z <br />Z <br />� <br />� <br />O <br />U <br />z <br />w <br />LU <br />a <br />ILL <br />0 <br />CLIENT <br />PACIFIC RIDGE HOMES <br />17921 BOTHELL-EVERETT HWY <br />SUITE 100 <br />BOTHELL, WA 98012 <br />PHONE: (425)438-8444 <br />C P H <br />CONSULTANTS <br />Site Planning I, Civil Engineering <br />Landscape Architecture - Land Use Consulting <br />11321-B NE 1201h Street <br />w Krkland, WA 98034 - (4251285-2390 <br />1 N R 101 South Wenatchee Avenue, Suite C3 <br />w w w (W U _W�. ELrEVr�.//=549.50 2°°W(R) W W Wenatchee, WA 98801-(509) 293-7731 <br />lJ T--ELEV.—{546.00 w L T <br />www.cphconsuItants.com <br />PROJECT NO. <br />0132-21-026 <br />N DRAWING <br />SHEET FOR INFORMA 77ON ONLY. SEE <br />CITY OF EVERETT PERMIT PW2211-012 0 20 40 C1.00 <br />FOR APPROVED SWPPP, TESC PLANS <br />AND DETAILS AND STRUCTURAL PLANS. PLAN IN FEET SHEET 4 OF 30 <br />„ ai. Copyright ® 2024 CPH Consultants, LLC. All Rights Reserved. <br />