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_ <br /> *MI OWN tramarivalmir....iLv - ... <br /> +'? PROJECT WORK POINTSwP -C-5.__+♦ 1lar2 �,,,, �7� �� ill► ���•���‘12'-'121111k SSP al / �l ?.:�ZII�` ��� <br /> NORTHING FASTING ELEVATION DESCRIPTION 4.0 AD <br /> __-_- - ..... �-������1,P'`�_�c r! " G� 11.11/Meta�r :� iwiu fla -r�/+1 �- '�.�� <br /> � =r_.�.�r. `�..<.. '''.4111.1 .1'j <br /> .�� k���itiii l�ll �i air <br /> WP1 368361.64 1300466.20 +20.4 TOP OF STEM WALL 4Y <br /> WP2 368307.18 1300464.31 +20.4 TOP OF STEM WALL ai7 a 16 <br /> WP3 368304.89 1300532.61 +20.4 TOP OF STEM WALL. ^' a PEDESTRIAN PATH ° e ( rI • fi41111111171111111 ' i. <br /> WP4 368359.28 1300534.49 +20.4 TOP OF STEM WALL ° � I1� MIMI�•© <br /> WP5 368173.10 1300583.11 - - REALIGNED PEDESTRIAN PATH. PROVIDE 4` ,� ° ' '�� .As �� W ' •.e ' °� PEDESTRIAN PATH <br /> WP6 368141.09 1300579.77 - - THICK HOT MIX ASPHALT PATH, MIN 6' WIDE. �a ft *' ° ® a a.: ° q _ <br /> WP7 368139.85 1300591.66 - - FINISHED SURFACE SHOULD PROVIDE SMOOTH yip.' _ ` .WP4 , �' a 4 o 6 <br /> WP8 368171.86 1300595.00 - - <br /> TRANSITION WITH ADJACENT SURFACES. �.- 4* �ii: 41 17 <br /> N ra_ <br /> WP9 368285.24 1300495.86 - ELECTRICAL SERVICE POLE O �? . 0 '°. 4 <br /> WPiO 368195.84 1300569.28 +16.11 EDGE OF PAVEMENT- MATCH EXISTING RELOCATE BUILDING. <br /> COORDINATE NEWa <br /> WP11 368191.07 1300613.79 +16:11 EDGE OF PAVEMENT- MATCH EXISTING FOUNDATION AND UTILITIES W ° °¢ a I <br /> W512 368121.27 1300561.36 +15.80 EDGE OF BUILDING FOUNDATION WITH BUILDING MOVE. ` ° ° <br /> y. v 18 <br /> WP13 368116.62 1300606.45 +15.45 EDGE OF BUILDING FOUNDATION <br /> a ' <br /> • <br /> `---15 SS <br /> NOTES; o <br /> 1. SEE SHEET S2.01 FOR WORK POINT LOCATIONS RELATIVE TO BUILDING FOUNDATION PLAN. WP2' L WPS 19 <br /> CONTRACTOR TO VERIFY WORK POINTS PRIOR TO SETTING BUILDING IN FINAL LOCATION. II e a <br /> 2. UTIUTY TRENCHES PER CITY OF EVERETT CONSTRUCTION STANDARDS & SPECIFICATIONS N.: <br /> STD. DWG. #610, 611, 615. ° <br /> 3. PROVIDE MIN 2%SLOPE TO SANITARY SEWER CONNECTION. PARK WP9 3 r <br /> l`*4. PROVIDE SPLASH PADS FOR ROOF DOWN SPOUTS <br /> 4.5. NEW WATER METER AND SERVICE AT RELOCATED RESTROOM TO MATCH EXISTING SIZE AND <br /> TYPE. NEW ELECTRICAL SERVICE P A <br /> *6. SIDE SEWER CONNECTIONS PER CITY OF EVERETT CONSTRUCTION STANDARDS AND <br /> SEE ELECTRICAL DRAWINGS. . <br /> SPECIFICATIONS STD. DWG. #601, #602. CLEANOUTS PER.STD. DWG. #604. 16 RELOCATE EXISTING]' S16- (�►� �: ° <br /> 7. PROVIDE POSITIVE DRAINAGE AWAY FROM RELOCATED RESTROOM�\ BUILDING.UIDIWATER SERVICE ' ' 'Ne. In a 20 <br /> * Usti . mil most- %D OOD e4 'moi NEW SANITARY Off:•I I QLU11IBllJi .O • <br /> gilr e��(1Y1�1C�'�' SEWER CLEANOUT P' 'tf r�tC PR1c�.7II . <br /> n UV`^""" a S NEW 6` SANITARY f:f N i 3 <br /> aAI‘sQ M(�14�. EWER SERVICE. I <br /> r"1�®W I``v EXISTING SANITARY I I A ° <br /> J II <br /> SEWER SERVICE' I <br /> D <br /> ! YK* s rmwa 11111°4 -Pram reeP o A I ,P <br /> ff <br /> is cin sel S betdcs andI 17 � <br /> NEW 6'SANITARY -.SEWER SERVICE <br /> E � \:.Gt3. WP10 I <br /> QVC ',IE <br /> z SEWER CLEANOUT 3' •11 sA <br /> tai f f .. ' wa5 4 - <br /> WP8 `.. O <br /> If <br /> re <br /> f <br /> I <br /> K f a <br /> f 1' <br /> NEW WATER °b <br /> METER f <br /> NEW WATER i12 . 4 , 3 <br /> SERVICE N. WP13 <br /> RELOCATED RESTROOM BUILDING. f a °_ a o A -l�a/1\/C ., <br /> n� r�vvr�v <br /> I REUSE EXISTING RESTROOM SUPPORT a d°i` A m '�UBU WO- S DEPA TM, <br /> n PIERS AND RE-INSTALL SKIRT f I^a: . Ix ' I r <br /> 5 PLAN 7-t/Lw <br /> t SCALE IN FEET DATE <br /> e CITY OF EVERETT REVIEWED FOR PERMIT <br /> 6 IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLYI 20 0 <br /> 20 40 <br /> ~ , PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO. <br /> PND ENGINEERS,INC.IS NOT RESPONSIBLE FOR SAFETY T. BELSICK NOTED Cl X01 <br /> I PROGRAMS,METHODS OR PROCEDURES OPERATION,OR THE AIN 80, <br /> �j_ <br /> Ort Of1 .... CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. _ . . DESIGNED BY: DATE: <br /> ° ; 1736 Po,th Avmae S.S rcA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, *',' 'A K. BURKE FEBRUARY 2016 WATERFRONT PLACE CENTRAL CIP NO. <br /> .� \r, I Senttk,W..tungwa96t34 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF /f...P - 3-8-003-02 <br /> �,. �' ' P.206.62A7367 INDUSTRY.DRAWINGS ARE FOR USE ON THIS PROJECT ONLY .. DRAWN WY: CHECKED BY: WEYERHAEUSER BUILDING RELOCATION - <br /> in /C ENGINEERS,INC. www.pndcag.casmm n ISSUED FOR BID AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN �' 4°pl;,v, -_ D. McDONALD C. WIEST PROJECT <br /> o ,, P.O.BOX 538 /0` ^6 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED 3,0' NEW SITE NO. -WH-2016-01 <br /> i EVERETT,WA 98206 AND CONSTRUCTION IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br /> (425)259-3164 DIRECTLY OR INDIRECTLY TO PND. 21 <br /> ND. DATE BY REVISION !( / PLAN SHEET N0. 9 OF 21 <br />