Port of Everett 6/29/2020 Amendment 1

Z 0 1= 287 LF 12'PVC , I C828A im %151 LF 12'PVC \ G826A ,16p LF 12'PVC CB20A - 1rs M��Pyvw 101 LF 12'PVC \ r 0 ��a/ ...)S.' vvs _A e4 a / / �ti� , o s 1 a end 1 Ia. w w �'�U 1w aP �-w v�rs -- 'w - • • sv 1r v was DAP vlrs v v xr s w INLET a 7 - P '�� wr s IS w DAP P /- �a� �r .=.1="�w\k / VW Q O NOTE 1:NO INFRASTRUCTURE I\LOT B Is , I STRUCTURE TABLE :::Z. F CONVEYED TO THE CITY AS SFERREO CB 6 6'FM PVC C3900 w"',a.`,.....7.7 UTIJHFS,UNLESS THE OTT RECEIVES CO NO. CB TYPE G.E. INVERTS GRATE TYPE/ STATION OFFSET = AN EASEMENT IN ACCORDANCE GENERAL / MANHOLE LID w TRANSFER AGREEMENT SECTION 4. UPON ye LOT RECORDING YM,PUMP/4,E1C.))��OF FA../AFNT. ITEMS IN - I CB 1999�t 2:le-DN. e4S gie4- s' -oss SOLD 41+48.39 45+50.00 126N.5ORTled CONVEYED imuniEs. 10 THE CITY AS TRAINSFERRm CB 5 Y �I -If ra 10.35 21' k -4.�5 SSOUD OIID N� 244/A ' (n NOTE Es OTHERS TO RETAIN \�1`' CO 10 2-48'DN. 12.40 24" N k E� -6.00, SOUD 4+2.08 27.00RT PUMP/i 12" 6) 4.40 38+88.80 50.95RT CB/30-35 AND GRAVITY 1JNES, 12'PVC 16" Sr&i-295 Z TO WALL OF PUMP}4 �' I CB 11 A 6.15 12' & -4.40 STANDARD 39+28.75 15.75R1 -� PUMP STATION A S iCB 12 A 8.15 12' k -4.75 STANDARD 39+20.75 10.16LT �) CB 1JA 8.85 12' k -5.76 STANDARD 41+28.75 10.1011 m INLET p 2 CO 14 A 8.85 12' .65 Sd140900 41+28.75 10.16RT = I\ CO iS 2-48'0K 8.75 12• -5.05 STANDARD 0+4521 26.99LT r \�. 1e' S -S.10 Q \ 1N CB;16 2-48'DIA.' 5.55 12" -r�5.06 STANDARD 0+45.81 35.59RT SEE EXHIBIT 11-D wLETp4 co 17 A 8.70 12" E)-5.70 345 STANDARD 38+00.00 &6OT u c ) \ CB 1 CO 41 A 8.70 12" k WZ 5.70' STANDARD 0+83.91 14.16LT CB 42 A 10.20 12" SE k I-7.051 STANDARD 2+e3.91 14.16LT CB 3 CO 3 A 10.20 12' 73o STANDARD 2+53.91 14.16RT m a � 1 CO A 11.85'12" SE k Nx�)-6.70 STANDARD 5+13.75 14.16LT CO A 11.85 12" -e.es SMNbARD 5+13.75 14.16RT \ C8 A 12.15 12" k S -9.05 STANDARD 5+83.55 25.47LT CO 7 A 12.50 12• &5)/)-9.30 STANDARD 5+83.55 26.47LT 1m aao L m PUM /2 18• -3.05 33+10.00 16.00LT ow p Ce to 2-40'DIN. 8.20 12" S -5.35 STANDARD 33+10.00 7.27LT -I '" 12 SCALE IN MET n 18• k -3.10 e I. CB 19 2-4e•DN. 8.20 1e' It -3.25 STANDARD33+10.00 19.3701 o CB 20 A 9.25 12' E&S -6.10 STANDARD 33+10.00 6.16LT c 8 f CB 21 A 0.25 12" W)-6.25 STANDARD 34+70.00 20.165T Y n STRUCTURE TABLE m CO NO. CO TYPE G.E. INVERTS GRATE TYPE/ STATION OFFSET n o y CB A 9.70 12- k -a55 �STHAND�ARD 31+1000 e1n LT _ , , - _ 8 -..� �,.,��, CB�/2223 A 9.70 1T 6.7E STANDARD D 31+10.00 20.16'RT z S (' v PIeAP/3 18' -295 26+410 16.00'LT REFERENCE: a}24 2-48 DA 8.20 1Y &N -5.20 STANDARD 26+00 7.27'LT r RIVERSIDE BUSINESS PARK PUBLIC ACCESS TRAILS AND ROADWAY IMPROVEMENTS 2017 CB 25 2-4e pA 6.20 ie' s -10-its STANDARD 2e+00 19.27 RT a s RECORD DRAWINGS DATED 05/04/18 SHEETS C4.2,C4.3,C4.4-RIVERSIDE ROAD&C4.5-8TH STREET/ CB 2e A 9.35 12- E k -e.20 srANOARo 2N7+00 eae'LT CB 27 A 4.35 12' -6.35 STANDARD 28+00 20.16'RT i CO 28 A 9.40 18' &N)-e2S STANDARD 23+90.00 air LT ' -_✓-�,, --0 4'8-,.29 A- --...9.44 -Tr -5.40 .SCANDAB0.<-13}OQ.00- 20.16'RT J < _-- ----� , 18+e1.36 IRPBRNERSIDE! RO STATIONING 3 J 28A INLET 135 t2"SN 8 S) -914 ll 1 C 28A 1 1 1400 12' (N)8 S)1159.5 I 25+49.46 ,(RPB RIVERSIDE RD STATIONING)i C 2 c /, 12' (WI =7.88 ) �2 l CBI 1 11 34 1B. (S) 'e. 43+66.26 1(RPB 8TH ST STATIONING) W ) 12' (NWT =792 C z I INLET I,2 I 11 34 1 8' (5) =876 43+66.26 (RPB 8TH ST STATIONING) a TB 3 i 11 34 1I 12. (V, =846 11+6720 (RPB 8TH ST STATIONING) I„� INLET p 4 I 11 34 8' (N) =8 7 44+29 15 (RPB 8TH ST STATIONING) e. - CB 5 i 1293 12' ON 8 El =654 42+3384 (RPB 8TH ST STATIONING) O CB 1 12 IT B (S) 964 40+9996 (RPB 8TH ST STATIONING) `� 12' (El 9.21 NLETp] 217 6 ---- 1(BOLD=TRANSFERRED UTILITIES1 a h (N) =967 41..0000 (RPB 8TH ST STATIONING) 2' (SE) Q E `, I LIFT STATION p5 12 50[ 6"FM_CAL=935 43+5857 (RPB 8TH ST STATIONING) I EXHIBIT 10 B � CITY OF EVERETT ' C PUBLIC WORKS STORMWATER INFRASTRUCTURE TRANSFERRED FROM PORT