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:m <br />a m' <br />PS <br />O N <br />WEYERHAEUSER q <br />BUILDING N TEMPORARY ACCESS ROAD 2 <br />DETAIL 3, <br />D5.01 <br />BIOSWALE ® Op <br />BANKER TANK �0 <br />II LIMITS OF STORAGE AREA — — — — — — — — — — — — — — <br />II SURCHARGE <br />II <br />II <br />II <br />II <br />II <br />s <br />II SD ® F <br />II z o <br />I I X� <br />o I <br />3NEIIIIII <br />I r-- --------- s <br />II <br />I I <br />- - - - - - - - <br />N i I L — — — — — — <br />NEW SEWER PUMP STATION, <br />SEE DETAILS 1 AND 2 ON D5.01 i I <br />NEW 8"0 SIDE SEWER <br />so = a CONNECTION AND CLEANOUT <br />S <br />� 3 I <br />° —� SS SS Ss S,$ SS pSS SS P SS p SS p SS P a <br />SS q SS SS p SS P SS p S P p SS P SS P p SS P P SS SP r PP <br />vi 'po P Po.w p P P P <br />° D <br />w w w W .. W <br />a SEE ELECTRICAL FOR I I T$ P P P P P p p® <br />_ POWER CONNECTION <br />o ® ®® POINT OF CONNECTION Bow <br />z a TIE-IN NEW FORCEMAIN SDI <br />o a [TO EXISTING FORCE MAIN <br />V) I I aoe� 5 <br />C) <br />S <br />° •�i DI <br />LIMITS POTHOLE TO LOCATED EXISTING FORCEMAIN EVERY 20'a° <br />OF WORK EXISTING I WITHIN LIMITS OF PROPOSED SURCHARGE w°o <br />° o RESTROOM I I <br />° I A00511 <br />—DETAIL 4 � <br />cD % <br />ss <br />WATERFRONT <br />CENTER <br />(n - - - - - o <br />o a a ❑ 5C SO PSO P PSO PSO P PSO PSO PSO PSO PSO ' gbh �a' <br />Op ° p PSS PSS PSS PSS P PSS PSS PSS PSS e �e oee °o ooe ` <br />.6 PSO PSO P 0 + �B <br />J W W W W W W W W W W IW <br />.• T <br />a ao <br />W SS s W ss w ss s w w r w w w w w w I <br />I ooa�� <br />I • ® SD SD S.,.I A17 <br />P SID - - <br />/ BUILDING <br />A 3 a TEMPORARY <br />ACCESS ROAD 3 <br />P P P — <br />m <br />PK <br />SCALt IN FEET <br />N IF THIS DRAWING IS NOT 22" x34" SCALE ACCORDINGLY. 1 50 0 50 100 <br />Y <br />i j% <br />Port V <br />LD <br />I EVER TT <br />N <br />N <br />° P.O. BOX WA <br />EVERETT, WA 98206 <br />m (425) 259-3164 <br />® ® ® 3240 Pa d.ke Ave R <br />Se tde, W. hmgN,n 98102 <br />P: 206.624.1387 <br />ENGINEERS, INC. w pnde guess _ <br />01 <br />Q <br />8/10/22 <br />7/27/22 <br />JBK <br />JBK <br />ADDENDUM 1 <br />ISSUED FOR BID <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF <br />INDUSTRY DRAWINGS ARE FOR USE ON THIS PROJECT ONLY <br />AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN <br />APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED <br />IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT <br />DIRECTLY OR INDIRECTLY TO PND. <br />BRUCF <br />E/'` i <br />S~P ojY1 SN $FOP <br />\ <br />, vF 32789 �o �� <br />F ��STE. <br />sSAONAL V <br />8�(� <br />PROJECT ENGINEER: <br />J. KEISER <br />SCALE <br />NOTED <br />PORT OF EVERETT <br />DWG. NO. <br />D5.00 <br />DESIGNED BY: <br />C. WIEST <br />DATE: <br />JULY 2022 <br />MILLWRIGHT LOOP ROADS <br />PHASE I <br />UTILITY PLAN <br />CIP N0. <br />6-$-Gl)8-l)1 <br />DRAWN BY: <br />G. DEAN <br />CHECKED BY <br />C. CASTONA <br />PROJECT <br />N0. PD-WP-2022-07 <br />APPROVED BY- <br />SHEET No. 44 of 48 <br />No. <br />DATE <br />BY <br />REVISION <br />