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SW 1/4, SEC. 07, TWP. 28N., R05E, W.M. <br />CONSTRUCTION NOTES <br />U- <br />E <br />NO < <br />U <br />280507OD300600 <br />190�09 (COLLECTOR ARTERIAL) STA 10+34.01, 0.00' T <br />191+00 192+gT� 30-FT DRIVEWAY <br />0 11 <br />r PROJECT BOUNDARY (TYP.) <br />0 SL) <br />L 'lob C­ APARTMENT BUILD G <br />0 W W w <br />SD SD w <br />F) �1, <br />-7 <br />GAS GAS <br />LU -R4)�" RD RD -R� RD -.RD -r� RD RD FRD- RD f= -RD �D RD R? AS- ------ - <br />ZI SD F ------- <br />70 --S D <br />cA �14+00 F F <br />(n <br />)'E B <br />24+ F, <br />F F, <br />LL - - - - - - - - - - - - - - - - - - - - - - ------ <br />90, VNITS 75 -fl <br />F - - - - - - - - - - - ------------- <br />7 7� <br />-STALLS - - ----- ---- <br />(m (m APPROXIMATE LOCATION <br />OS2 D� <br />Q) -T <br />�j <br />le I I IS G SC 7 <br />L Z, j L_ <br />N GO GO GO GO GO LN <br />05) <br />�c F,)' <br />0 <br />-- -- ----- 28050700306 0 <br />P U SD <br />SD SD <br />F-1 <br />Un <br />112+00 IME524 <br />DRIVE L <br />CG <br />L <br />-1 J <br />YOII f j I I I T <br />L <br />--- - -------- <br />ltjza <br />7�� ---------------- <br />i 3 95 UNI IS <br />63 STALLS <br />RD ON _JN ON <br />J-�, RD D -�7= A 14 1 <br />L a I RD <br />C. <br />C.5 <br />CONVEYE Ef? <br />.'LAIM DEED 3: ILI C <br />�O� 186295 99 2Z 6. rD <br />F -9 \0 <br />S� <br />R Ln <br />% <br />5T.92 <br />202 <br />9 UNITS <br />2J+00 <br />1 2 <br />L)LLL) F Ln I <br />48386&748 87 1 IE=$64.6 2 N.I L 'z ------ <br />C/) <br />R_ <br />L <br />IE YED PER <br />570.5 <br />t7 �it C.1 <br />L ON �N ON JN� ON OU ON I ON I CNI L IF Z <br />0 --- -------------- <br />F <br />U) CIO ON ON ON <br />--------------------- ---------- r <br />F 1 10 <br />00 OE VIA '0 <br />0) 11 1 1 - (8.4 _r=� <br />_0 C/) Sm F i`_E 7-7-77-7 4 <br />mm 7m \\ � _J: <br />, �,� a I � I m I � L _M�m - \ . , <br />w 1 OF <br />j V� w 8- PVC -I 9- RT <br />op E Kk� "Z_4� 4w 1�7 Z' <br />(IS &Sprn I V 0-; wff� 1 0 <br />S=^ ^44 A <br />MCI <br />S Y <br />-4 7=--SS IS SS 6b92 116 <br />su : <br />F F F F F <br />F <br />n 2 F 8; PVC <br />S# 5_ 571.08 <br />1� 0.0 61 0. <br />% IN: � .7 5JO.; <br />."n r <br />:C IE(8 5 <br />m - J7777 RD RD -�D ORD RD_- RD RD -RD R -RCT] IE(8 5 0. <br />Ln % R� RD 494F�-8- P <br />D.1 <br />vc� <br />7.8 0.0058 N <br />STA R <br />K I , " <br />D - 11 <br />ITIM <br />kc- R�ff <br />- I I & - 562 <br />--- ------------- <br />-------- ---- 81Y UNI --- 2 V) <br />-66-STALLS ----------- -------- <br />SSMJ440100+2 0 <br />-7 L S A- <br />L I <br />cl� , "I <br />10 <br />72 <br />EEC <br />/Et 1E) 61 L IIJE <br />< IV <br />F1, (J <br />Oa <br />-n RD R� SS <br />R RD <br />- - - ----- ---- -------- ------ <br />-------------- ,. <br />------- 11,, 1 T 1E 8. PVC I ------ 61-On <br />F IL 44-00 S �-_5�3LF\8' CI <br />3: 45-00 <br />F F F -7 1 -------- S <br />7Z F F F L7.5' <br />TIF 1 5&4 <br />6, 6 - ------------- - -------------- j ------------- <br />2+0 <br />DRIVED_ <br />45 <br />op T 1-]714 AG ___-I _71 <br />3: V�� _rr az3LLA E/1- <br />V <br />I w <br />1 �1�4" 01 1 41 <br />F_ "S <br />F< I <br />�A <br />F Q/F F* III F I I I A I z*J .10 <br />A 49LF Bw PVC I <br />66 ------- <br />--------- 0.0415 <br />Q� - '' .... ...... <br />7 D. 7 <br />El OS4 <br />C� EXIST. Bw CONC. <br />3: PRI M �NITS ----------------- ---------------- SEWER MAIN <br />MH 138) H15 45+98.20. _i?_-0�1 <br />< RIM 5 TA 45198. <br />C IE 8 RIM=56645 566.75 <br />DRIVE F 51 1�0 3&.41 RT <br />D_ IEWS)=459.-29 558.90 <br />C� <br />gaw)-mg.-m 559.00 <br />7.9' <br />L --- A. <br />DO < STA 99818LL#A <br />') . 1 71 AJ' <br />-TII --4 SSMH10 3128+62&§L �29' <br />El <br />Ai a, F-1 F-1 RIM=866.72 566.28 <br />IE(B-N)=557.14 (VERIFY) <br />CONN. EXIST SEWER MAIN <br />I R <br />TYPE 1-48n MANHOLE KITH STANDARD FRAME <br />AND COVER PER COE SID. DWO. 605 AND 611 <br />8- PVC SANITARY SEWER SERVICE W/ <br />CLEANOUT AT BUILDING CONN. PER COE SID. <br />DWG. 604 <br />LEGEND <br />SS- SANITARY SEWER MAIN <br />STD. PRECAST MANHOLE <br />- - - - - - - SIDE SEWER SERVICE <br />SIDE SEWER CLEANOUT <br />NOTES, <br />1. THE INDIVIDUAL SIDE SEWER STUBS SHALL BE <br />SET A MINIMUM OF 5 FEET BELOW FINISH <br />FLOOR ELEVATION. <br />2. THE CONTRACTOR SHALL VERIFY ALL SANITARY <br />SEWER, DOMESTIC WATER, AND FIRE SERVICE <br />INFORMA71ON PROVIDED IN THE PROJECT <br />PLUMBING AND FIRE SPRINKLER PLANSIDETAILS <br />AND N07IFY ENGINEER OF ANY VARIANCES <br />PRIOR TO CONSTRUCTION. <br />3. ALL PVC SEWER MAIN SHALL CONFORM TO THE <br />REQUIREMENTS OF ASTM D3034 SDR 35 PER <br />THE CITY OF EVERETT DESIGN AND <br />CONSTRUCTION STANDARDS AND <br />SPECIFICA 71ONS <br />4. PROPOSED SANITARY SEVER MAIN EXTENSION <br />AND SIDE SEWER SERVICES SHALL BE <br />PRIVATELY MAINTAINED. <br />LU <br />z <br />0 z <br />0 <br />Of <br />LU <br />IE S E2 <br />w <br />> <br />z <br />z z z <br />0 0 w <br />z <br />cc U) <br />Of U) <br />IL Z <br />Z Z <br />It <br />z <br />Cal <br />0 <br />0 <br />Of Lu <br />1-9 Ih! 3 1 hN 124, 184 1 M 1 M I C. <br />�r <br />THE AS -BUILT INFORMATION <br />3HOMV ON THIS PLAN IS PER <br />A FIELD SURVEY PERFORMED <br />3Y MEAD GILMAN ASSOCIATES <br />ANDIOR RECORD DATA <br />PROVIDED BY THE <br />CONTRACTOR. <br />z <br />z <br />z <br />:3 <br />0 <br />0 <br />0 <br />0 <br />z <br />in <br />z <br />C) <br />Lij <br />0 <br />LjL <br />u <br />U-1 <br />U) <br />LI <br />>.- <br />Cf. <br />Q <br />LI <br />U) <br />0 <br />Qj <br />ILL <br />0 <br />LL <br />CLIENT <br />FOUR CORNERS, LLC <br />10900 NE EITH STREET <br />SUITE 1200 <br />1 <br />PHONE: (425) 453-9551 <br />C P H <br />CONSULTANTS <br />Site Planning - CN11 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 98MI - (509) 293-7731 <br />www. c a h c a in s u I t a in ts. c a In <br />PROJECT NO. <br />0024-18-042 <br />N DRAWING <br />0 30 60 C4.01 <br />PLAN IN FEET SHEET 35 OF 62 <br />CopyrIght 0 2020 CIPH consultants, ILLIC. All 111" Rmrved. <br />