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SW 1/4, SEC 07, TWP 28N, R05E W.M. <br />CONSTRUCTION NOTES <br />M <br />0) <br />STA 19R4,in 99 9R 131' RT <br />LU-t-UU. UU Uf l Vt A — — <br />STA 195+86.29, 26.63' RT <br />MATCH EXIST. <br />i <br />W w W W <br />STA 21+04.2 <br />RP=2.0' <br />I I\ I <br />I <br />I i \0 <br />I i51 <br />\I <br />18.012.5' cc <br />I ' TYP. p \ <br />I \ <br />29LF 2 <br />I I \ <br />o \ <br />I7 <br />I <br />I I el- I � I <br />1 7 <br />i \ i 2 .0' <br />7\ ' <br />\ I I 30 <br />T P: <br />1 I <br />1 78L2 <br />I I <br />I o <br />N <br />I I / <br />563 563.35 1 <br />.1j 1 I <br />1 � <br />\ i I \!OB ' <br />\ ; �� � \ <br />SEE \C1.00 FOR DET. AIR <br />I I \LO <br />bib- <br />1 I I \ 56328 <br />1 I \ <br />1 p' <br />1 \. <br />I \ <br />\ „M <br />\ 1 <br />1 1 P POSED <br />1 P OPERTY <br />1 LINE (TYP.) <br />I i <br />I I <br />I \ <br />79TH PLACE SE <br />N 3 1 A J 1 1 t JD. L'F, 00.01 � 1 <br />\ • RIM=560.40 <br />IE(121E)=555.60 O <br />HKtH VUNVL rLD tK <br />CHIT EI AIM DEED <br />CB (#5012) <br />RIM 550.68 <br />6" CONC IE 549.43 (E) <br />= 200+0 .00 79TH PLACE SE <br />RIM 5540 <br />6" VO IE +549.3 (E) <br />CHES TO 8" UNDERGROUND/ <br />S� SD <br />AREA CONVEYED PER <br />REC. �. 9506280333 <br />CB (#5065), TYPE IL <br />BIM 551.58 <br />B" CONC IC 547.98 (SA <br />1199 PNEt7.7 <br />12 I CONC IE7 <br />� CEMENT CONCRETE DRIVEWAY RAMP. TYPE - 1 PER <br />COE STD. DIET 315 <br />O2 TYPE E-1 CEMENT CONC. CURB RAMP PER COE STD <br />DET 309, LENGTH PER PLAN <br />OSAWCUT, REMOVE AND REPLACE EXIST. AC, MATCH <br />EXIST. <br />4O PIPE OUTFACE PROTECTION PER STD. DET. ON C3J10 <br />NOTES: <br />1. CATCH BASIN LOCATIONS SHOWN ON PLAN <br />REPRESENT CENTER OF STRUCTURE PER STRUCTURE <br />PLACEMENT DET. ON SHEET C3.110. <br />2. ALL STORM DRAINAGE (SD) CONVEYANCE PIPE SHALL <br />BE LINED CORRUGATED POLYETHYLENE (LCPE), UNO. <br />3. CATCH BASIN INLETS SHALL BE STANDARD <br />RECTANGULAR FRAMES WITH VANED GRATES (20"x24') <br />PER COE STD. DWG. 406 AND 411. SOLID LIDS FOR <br />TYPE 2 CATCH BASINS SHALL BE LOCKING FRAME <br />AND GRATE OR LID PER COE STD. DWG. 611 (UNO). <br />4. TYPE 1 CATCH BASIN TO BE PER COE STD. DWG. <br />402. TYPE 2 CATCH BASIN TO BE PER COE STD. <br />DWG. 405, DIAMETER PER PLAN. <br />City of Everett Permit Review <br />EVERETT Status: Revisions Approved <br />WASHINGTON <br />03/29/2021 8:39:35 AM <br />N u0 <br />0 20 40 <br />Know what's below. <br />PLAN IN FEET Call before you dig. <br />Copyright© 2020 CPH Consultants, LLC. All Rights Reserved. <br />0 <br />J <br />W <br />z <br />� <br />o <br />0' <br />F_ <br />W <br />Q <br />a <br />U_ <br />J <br />a <br />d <br />o <br />Q <br />U <br />W <br />W <br />0 <br />a <br />z <br />� <br />Q <br />� <br />z <br />z <br />o <br />O <br />o <br />U) <br />U_ <br />J <br />W <br />CO� <br />O <br />a <br />W <br />H <br />M <br />0�0 <br />Q <br />�a <br />ZD <br />O <br />0 <br />O <br />z <br />z <br />Q_ <br />W <br />W <br />z <br />C <br />� <br />p <br />C <br />p <br />O <br />z <br />v <br />z <br />p <br />Q <br />� <br />LLJ <br />MJ <br />W <br />� <br />LLJ <br />w <br />CL <br />IL <br />O <br />H <br />i� <br />L <br />CLIENT <br />FOUR CORNERS, L LC <br />19000 NE 8TH STREET <br />SUITE 1200 <br />BELLEVUE, WA 98004 <br />(425) 453-9551 <br />C P I I <br />CONSULTANTS <br />Site Planning • Civil Engineering <br />Landscape Architecture , Land Use Consulting <br />11321-B NE 120th Street <br />Kirkland, WA 98034 , (425) 285-2390 <br />101 South Wenatchee Avenue, Suite C3 <br />Wenatchee, WA 98801 1, (509) 293-7731 <br />www.cphcansuItants.com <br />PROJECT NO. <br />0024-18-042 <br />DRAWING <br />C3.01 <br />SHEET 9 OF 21 <br />