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PORT GARDNER BA� <br /> EAST WATERWAY <br /> - -- -- -- -- -- -- - - -- <br /> DEMO&REPL EX OUTFALL M <br /> / (SEE SHEET C4.1) \ <br /> � REPL EX 12"PVC/21"WOOD STAVE <br /> x odb v z OUTFALL WITH NEW 36"OUTFALL <br /> CONIC I� E=6.56' PORT GARDNER BAY <br /> P-o1 �, I STORMWATER LIFT EAST WATERWAY \ <br /> REPL EX OUTFACE A / COMM POLE,TYP STORA E ARELOCK NT CP 02 J <br /> (SEE SHEET CT .. _ _ STATION CONTROL PANEL \ <br /> OUTFALL A ° ®� 12 CESF STORMWATER <br /> / l CARGO CONTAINER ® , TREATMENT SYSTEM <br /> CONTAINMENT AREA C21 C2 <br /> NT �� 3 <br /> / NT- D-D, NT-� D-� _ 1 <br /> HIGH-FLOW STORMWATER o e 02.1 C2.4 <br /> HEWITTTERMINAL EVERETT SHIP BYPASS/LIFT STATION SYSTEM i---- �� ?; <br /> (PORT OF EVERETT) REPAIR NT-HML-ot NT-HML-o2 -HML-o3 I m- ML I Qe <br /> / HIGH-MAST LIGHT POLE <br /> (PORT OF EVERETT) / &FIRE HYDRANT,TYP <br /> ------J SUBSTATION •���"�ti.. <br /> <� <br /> REMOVABLE FENCE- ' <br /> CUM ON EAST SIDE <br /> 10 x15' A HIT P 30 11 <br /> x CONC GUTTER,TYP TRENCH DRAIN,TYP IJ <br /> (PORT OF F o MPs ER& <br /> GUARD SHACK ° RECYCLE AREA ---- <br /> FEDERAL AVE EVERETT) 2, c3. WITH RESTRooM T'L - 1 <br /> NT-TD-O • • o • • _ _ _ _ p <br /> EX SECURITY FENCE ° NT SOUTH GATE & 9 <br /> I----�-- ---- - - ♦ NT- -03 N-TD-03 <br /> T-LP-2 WAREHOUSE GATE I 0 8 1 I =<1111111111 <br /> NT-HML-05' 2 1 1 <br /> Q a� 3+00 6+ 7+00 <br /> x 7+ 3 ~ a <br /> ❑ NT- ML-06 0 9 NT-CP-iI �s �s C21 C3.1 <br /> 1 op NT-HML-07 NT-HML-O8 NT-HML-09 41 1 II 3 <br /> 1 EX PP, PIP I 1199' ---- 242' <br /> ® � I I <br /> o� •EX FIT& 1 <br /> BOLLARD,PIP ` <br /> C 1 1 3 N HML-1 - 2 <br /> - ------------ - --- -r_= --------- <br /> \\ EX PP& - - .� - - D <br /> GUY WIRE, PIP- C A 1 <br /> C2.1 C 2 C2.1 C3 4 <br /> C1, C3.3 C3.11 <br /> \\ \x C2.1 C2.2 WAREHOUSE TENANT NT-TD-05 • • <br /> LEASEHOLD T-TD-O T-TD-O <br /> EX WAREHOUSE BLDG FENCSECURI TYP 4 ® e TLP 33 CITY OF <br /> --_-- \ HEIGHT = 78.5' C2.1 C6.4 EVERETT PORT <br /> -� FOOTPRINT = 131,820 SF �• mn <br /> EX WAREHOUSgE PARKING \ �Q NT-HML-11 NT-HML-12 NT-HML-13 NT-HML-14 _ GARDNER <br /> (VACANT-CURRTNZLY NOT IN USE) �� 5 220 STORMWATER <br /> \ CONC GUTTER,TYP FACILITY <br /> \ \ <br /> T-T <br /> EX COE PUMP STATION \�� \ 11 \ • I <br /> -IC NT NORTH Gr�TE 1 <br /> �1 T LP 34 i <br /> 0 <br /> _ 1 <br /> T-LP- 00 Ix <br /> 1 -COMM POLE,TYR E ". -��- I CP <br /> N- - - �x-x\ _ <br /> T <br /> .1 Q E Z <br /> ------------------- E3 -- -- C3 --�� C2.1, Ng1, C3.3, C4.1 Cj_13 3 -- aAV _ 100 0 100' 200 <br /> C2.1, C3.3 C3.12 - <br /> Ensls oFWEST MARINE VIEW DRIVE(SR 529) - <br /> 88 0' 150' <br /> 2 --- SCALE 1"=100' <br /> LEGEND NOTES KEY NOTES C2.1C2.2 <br /> LP1 75'HIGH-MAST LIGHT POLE(SEE S1.1) 1. SITE AREA: O39 PORT PROVIDED BLOCKS(2'Wx2'Hx6'L)w/NO GAP BETWEEN O 25 PORT PROVIDED BLOCKS(2'-8"WX3'HX5'-7"L)W/NO GAP O NOT USED <br /> o.n 30'LOW-MAST LIGHT POLE(SEE SL2) LANDWARD OF OHW=1,985,647 SF(45.6t AC) BLOCKS PLACED ALONG LANDWARD FACE OF EX ROCKERY. BETWEEN BLOCKS PLACED ADJACENT TO SECURITY FENCE WALL. <br /> WATERWARD OF OHW=548,392 SF(12.6+AC) CALL 48 HOURS <br /> PAVEMENT PHASING: TIDELANDS=509,282 SF(11.7+AC) O11 PORT PROVIDED JERSEY BARRIERS(2'WX2'-6'HX12'-61) O 3 PORT PROVIDED BLOCKS(2'-8"WX3'HX5'-7"L)W/NO GAP 10 NOT USED BEFORE YOU DIG <br /> ■ AA TOTAL=2,534,039 SF(58.2+ AC) W/NO GAP BETWEEN BARRIERS PLACED AT 2'OFFSET FROM BETWEEN BLOCKS PLACED ADJACENT TO PVMT EDGE. O oq <br /> 9"ASPH PVMT OVER 12"CSBC SECURITY FENCE. DIAL 811 <br /> (APPROX 233 ACRES AND APPROX 1.95 ACRES FOR FUTURE MARITIME TENANT) 2. SITE BUILDING COVERAGE: O 7 PORT PROVIDED JERSEY BARRIERS(2'Wx2'-6"Hx12'-6"L)w/NO <br /> 29.8 EXISTING WAREHOUSE FOOTPRINT=131,820 SF O 51 PORT PROVIDED BLOCKS(2'WX2'HX6'L)W/NO GAP BETWEEN GAP BETWEEN BARRIERS PLACED ADJACENT TO PVMT EDGE. <br /> 8x15'GUARD SHACK=120 SF(DEFERRED SUBMITTAL) BLOCKS PLACED ADJACENT TO SECURITY FENCE. 11 NOT USED VERT DATUM: NAVD 88 <br /> ■ CSBC TI'A 2- 10'x20'SECURITY SHACKS= 400 SF(FUTURE-NIC,SEE DETAL 1,C2.2) O NOT USED CONV TO MLLW = NAVD88+2.03 V <br /> nr n" r^E T 10'x30'LONGSHOREMAN TRAILER FOR BREAKROOM/OFFICE= 300 SF(DEFERRED SUBMITTAL) O22 PORT PROVIDED BLOCKS(2'-6"WX2'-4"HX5'L)W/42"MAX 14 10 CONTRACTOR FURNISHED,PAINTED BLOCKS(2'Wx2'Hx6'L) HOR7 DATUM: NAD 83/91 Z <br /> (APPR6X�.5--AfiRES}TEMPORARY 2 PVMT NOT USED 10'x46'LONGSHOREMAN TRAILER FOR RESTROOM/SHOWER= 460 SF(DEFERRED SUBMITTAL) GAP BETWEEN BLOCKS PLACED ADJACENT TO CONC GUTTER. O w/42"MAX GAP BETWEEN BLOCKS. <br /> F SITE BUILDING COVERAGE=6.7% <br /> TEMPORARY GRAVEL SURFACE THAT WILL BE PAVED IN THE FUTURE [(131,820+120+400+300+460)/1,985,647] RECORD DRAWING IF SHEET C LESS THAN 22Y <br /> REDUCE SCALE ACCORDINGLY <br /> : : <br /> Zj 12/02/2021 JB DELETE ECOLOGY BLOCK WALL, RECORD CONDITIONS N.PROJECT ENGINEER SCALE WATSON 1" = 100' PORT OF EVERETT DWG. NO. Q <br /> ADD EX WHS GRAVEL PAD CZ■ <br /> WHS <br /> CONTOURS AND UPDATE FINAL ILLUSTRATED IN THESE <br /> Port Of GRADES & PAVEMENT COORDINATES PLANS REFLECT DESIGNED BY °ATE°J. BECKER 05/07/2021 N 0 R T 0 N TERMINAL DEVELOPMENT <br /> CIP No. <br /> EVERETT1Tff ® 12/02/2021 NW 2-INCH TO 9-INCH PVMT INFORMATION pp� -8-900-05 0 <br /> 8 07/09/z021 NW ADDENDUM 1 8 07/OS/2023 NW RECORD DRAWING PROVIDED BY THE DRAWN BY: CHECKED BY: Q( MTCA 3RD INTERIM ACTION O <br /> 1601 5th Avenue,Suite 1300 0 06/21/2021 NW ISSUED FOR BID A 06/29/2022 NW SUBSTATION SITE DEVELOPMENT CONTRACTOR.RECORD K. EDWARDS, D. YU N. WATSON PROJECT <br /> P 0. BOX 538 Seattle,Washington 98101 OVERALL SITE PLAN & NO. MT-Nr-2o2,-02.2 CI <br /> EVERETT, WA 98206 ® 05/07/2021 NW FOR CITY REVIEW ® 04/OS/2022 NW MARITIME TENANT SITE DEVELOPMENT CONDITIONS WERE NOT nRRRoveo BY: LI <br /> (206)382-0600 Fax(206)382-0500 <br /> (425) 25s-31 sa PROJECT N0.1600120 No. DATE B REVISION No. DATE B REVISION VERIFIED BY ENGINEER. HORIZONTAL CONTROL SHEET N0. 23 OF 150 <br />