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1001 14TH ST 2024-03-01
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3/1/2024 2:31:55 PM
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2/24/2024 10:01:33 AM
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14TH ST
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1001
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LEGEND <br />1. <br />13TH STREET LINE (13L) <br />2. <br />14TH STREET LINE (14L) <br />3. <br />CHAMFER WOONERF LINE (CWL) <br />4. <br />MILLWRIGHT LOOP NORTH (MNL) <br />5. <br />MILLWRIGHT LOOP SOUTH (MSL) <br />6. <br />MILLWRIGHT LOOP WEST (MWL) <br />7. <br />SEINER DRIVE LINE (SDL) <br />8. <br />SAWYER STREET LINE (SSL) <br />9. <br />WEAVER STREET LINE (WSL) <br />10. <br />CRAFTSMAN WAY LINE (CML) <br />11. <br />PARKING EAST LINE (PEL) <br />12. <br />TEMPORARY ACCESS 1 (TAA1) <br />13. <br />TEMPORARY ACCESS 2 (TAA2) <br />14. <br />TEMPORARY ACCESS 3 (TAA3) <br />ALIGNMENT CONTROL POINTS <br />START STA <br />START NORTHING <br />START EASTING <br />END STA <br />END NORTHING <br />END EASTING <br />13L:0+00.0 <br />367911.62 <br />1301752.34 <br />13L:6+98.59 <br />367887.28 <br />1302450.50 <br />14L:0+00.0 <br />367454.44 <br />1302111.28 <br />14L:3+53.37 <br />367442.05 <br />1302464.43 <br />CWL 0+00.0 <br />368144.23 <br />1300901.20 <br />CWL:5+08.58 <br />367635.97 <br />1300883.38 <br />MNL:0+00.0 <br />368231.70 <br />1300611.23 <br />MNL:12+37.62 <br />367911.62 <br />1301752.34 <br />MSL 0+00.0 <br />367647.65 <br />1300550.32 <br />MSL 13+18.60 <br />367911.62 <br />1301752.34 <br />MWL:0+00.0 <br />368231.70 <br />1300611.23 <br />MWL:9+34.27 <br />367647.65 <br />1300550.32 <br />PEL 0+00.0 <br />367689.24 <br />1301494.10 <br />PEL 4+31.30 <br />367586.21 <br />1301821.43 <br />SOL:0+00.0 <br />367902.74 <br />1302007.03 <br />SDL:13+30.93 <br />366943.10 <br />1302482.94 <br />SSL:0+00.0 <br />368180.31 <br />1300702.59 <br />SSL:5+37.67 <br />367642.97 <br />1300683.75 <br />TAA1:0+00.00 <br />368064.13 <br />1301024.38 <br />TAA1:5+29.01 <br />368139.46 <br />1301518.84 <br />TAA2:0+00.00 <br />368324.43 <br />1300643.79 <br />TAA2:4+53.97 <br />368308.21 <br />1301097.47 <br />WSL:0+00.0 <br />368129.64 <br />1301317.20 <br />WSL:6+56.98 <br />367621.38 <br />1301299.37 <br />U <br />LIMITS OF <br />PHASE 1 WORK <br />BEGIN TAA2: <br />� 9a <br />J <br />- PC.. 27+50.56 <br />TAA2:0+00.00 - - <br />END TAA2 �I <br />PT: O+00.00 r TAA2:4+53.97 PC:24+87.15 I <br />BEGIN MWL I PT:0+52.97 I - - N44'29'49.00"E- 3 0 <br />MWL:0+00.00 - - - <br />BEGIN MNL TEMPORARY ACCESS ROAD 2 TAA2 BEGIN CML <br />(TAA2) CML:24+44.22 n PT:25+53.91 <br />MNL:0+00.00 I BEGIN WSL MNL:8+46.31 <br />�+ _ BEGIN CWL WSL:0+00.00 a z <br />S60'S4'39.10"E "� CWL:0+00.00I MNL:7+24.60 END TAA1 <br />+ MNL:3+08.35 L - - - - - PC:8+31.33 TAA1:5+29.01 <br />S56'41'50.62"E MILLWRIGHT LOOP NORTH (MNL) <br />2 I a S87'59'29.98"E PT:9+35.15 <br />o / Pc:0+1s.7s TEMPORARY ACCESS <br />I ROAD 1 (TAA1) BEGIN SDL <br />~ BEGIN S S88'11'19_89"E ( SDL:-1+08.50 <br />= +45.53 <br />PC:0+62.26 + N i Ssry, <br />_ I SSL:0+00.00 I wm - - �� L n BEGIN 13L <br />I I MNL:1+04.97 - c� I - - - �^ PT:4�.13 O� <br />-10 \ N 00 MNL: EP: 12+37.62 <br />PT:5+21.55 �< I I C I PC:3+82.24 \ % +, MSL: EP: 13+18.60 <br />s36'29'46.98"E L - N - - a� I " ¢a 13TH STREET (13L) <br />„ w 111 I S88'OE- - <br />PC:5+22.77 N N aQ BEGIN TAA1 N ¢� �h• I- - - - <br />\ o w oo l z I� - TAA1: 0+00.00 w oo 0o <br />\t o o O I o g ¢p Q� C� 13L EP: 95+44.12 <br />PT:6+44.64 o N o 3 N o xV <br />�x 13L:91+00.38 <br />�` 7 <br />oI I o- I o- RJj SDL:0+00.00 <br />�Y S03*24'17.36"W I v I w I > n I (bh0 o <br />Q Q ¢ Z- <br />1-PC:6+71.06 N PC:8+39.54 EGIN PEL <br />y I I A PEL 0+00.00 w <br />N I MSL:3+33.26 _ _ _ _ _ _ T. z I <br />\ �i CWL• EP: 5+08.58 - --Jx MSL: 9+70.74 W <br />O x\ + MSL:1+33 51 O� S45'41'01.84"E N <br />O� SSL: EP: 5+37.67 MILLWRIGHT LOOP SOUTH (MSL) °s PC: 0+91.26 <br />S87*59'29.98 E - - i PT- 1+37.07 PC:2+93.49 <br />�'WL) MSL:7+49.51 PC:1+54.18 SEND PEL <br />WSL: EP:5+08.58 PT:1+75.38 PEL:1+35.10 Sy <br />BEGIN MSL I I-;6� - <br />MSL:0+00.00 S02'02'03.11"W S87'57'56.89"E N31'26'24.89"E x5�9?9 <br />MWL:EP: 9+34.27 L - - - - - - - - - - - - - - - - - - J PARKING PI:3+83.83 Q�� �9&, 14TH STREET (14L) <br />EAST (PEL) N:367545.71 F S87'59'29.98"E <br />WATERFRONT PLACE CURVE DATA E:1301796.67 BEGIN 14L - - I -j <br />Al I <br />ALIGNMENT <br />RADIUS <br />DELTA LENGTH <br />TANGENT <br />PC <br />STA <br />PC <br />NORTHING <br />PC <br />EASTING <br />PI <br />STA <br />PI <br />NORTHING <br />PI <br />EASTING <br />PT <br />STA <br />PT <br />NORTHING <br />PT <br />EASTING <br />MNL <br />465' <br />004*13' <br />34.20' <br />17.11' <br />0+18.78 <br />368221.39 <br />1300626.93 <br />0+35.88 <br />368211.99 <br />1300641.22 <br />0+52.97 <br />368203.68 <br />1300656.17 <br />MNL <br />425' <br />027'05' <br />200.88' <br />102.35' <br />0+62.26 <br />368199.16 <br />1300664.29 <br />1+64.61 <br />368149.40 <br />1300753.73 <br />2+63.14 <br />368145.82 <br />1300856.01 <br />MNL <br />140' <br />04229' <br />103.82' <br />54.43' <br />8+31.33 <br />368125.90 <br />1301423.86 <br />8+85.76 <br />368124.00 <br />1301478.26 <br />9+35.15 <br />368085.85 <br />1301517.08 <br />MNL <br />90' <br />042*30' <br />66.76' <br />35.00' <br />11+45.75 <br />367938.25 <br />1301667.30 <br />11+80.75 <br />367913.72 <br />1301692.26 <br />12+12.51 <br />367912.50 <br />1301727.24 <br />MSL <br />77' <br />047*42' <br />64.51' <br />34.26' <br />8+39.54 <br />367618.22 <br />1301389.35 <br />8+73.80 <br />367617.02 <br />1301423.59 <br />9+04.05 <br />367641.53 <br />1301447.52 <br />MSL <br />90' <br />047*41' <br />74.90' <br />39.77' <br />12+43.71 <br />367884.55 <br />1301684.81 <br />12+83.48 <br />367913.01 <br />1301712.59 <br />13+18.60 <br />367911.62 <br />1301752.34 <br />MWL <br />187' <br />159'48' <br />521.55' <br />1049.76' <br />0+00.00 <br />368231.70 <br />1300611.23 <br />10+49.76 <br />368808.08 <br />1299733.86 <br />5+21.55 <br />367964.18 <br />1300358.23 <br />MWL <br />175' <br />03954' <br />121.87' <br />63.52' <br />5+22.77 <br />367963.20 <br />1300358.96 <br />5+86.29 <br />367912.14 <br />1300396.74 <br />6+44.64 <br />367848.72 <br />1300392.97 <br />MWL <br />165' <br />091'24' <br />263.20' <br />169.07' <br />6+71.06 <br />367822.34 <br />1300391.40 <br />8+40.14 <br />367653.57 <br />1300381.35 <br />9+34.27 <br />367647.65 <br />1300550.32 <br />SDL <br />75' <br />044*59' <br />58.89' <br />31.06' <br />2+93.49 <br />367609.44 <br />1301996.80 <br />3+24.54 <br />367578.40 <br />1301995.72 <br />3+52.38 <br />367555.68 <br />1302016.90 <br />SDL <br />110' <br />090*00, <br />172.79' <br />110.00' <br />8+78.79 <br />367066.68 <br />1302097.68 <br />9+88.79 <br />366956.74 <br />1302093.83 <br />10+51.58 <br />366952.89 <br />1302203.76 <br />PEL <br />55' <br />047*43' <br />45.81' <br />24.33' <br />0+91.26 <br />367625.49 <br />1301559.40 <br />1+15.59 <br />367608.49 <br />1301576.81 <br />1+37.07 <br />367584.18 <br />1301575.94 <br />PEL <br />13' <br />090,00, <br />21.20' <br />13.49' <br />1+54.18 <br />367567.08 <br />1301575.34 <br />1+67.68 <br />367553.59 <br />1301574.86 <br />1+75.38 <br />367553.11 <br />1301588.34 <br />TAA1 <br />62' <br />047.57' <br />1 51.88' <br />27.57' <br />3+82.24 <br />1 368052.05 <br />1301406.43 <br />4+09.81 <br />368051.18 <br />1301433.98 <br />1 4+34.13 <br />368071.06 <br />1301453.09 <br />Port of <br />EVERETT <br />P.O. BOX 538 <br />EVERETT, WA 98206 <br />(425) 259-3164 <br />+00.00 <br />14L: EP: 3+53.37 <br />SDL: 4+90.79 I+I <br />J <br />N <br />�NI <br />- o <br />� O <br />W o <br />zN <br />W I <br />N <br />PC: 8+78.79 <br />- <br />1 <br />SEINER DRIVE (SDL) <br />S87'59'29.98"E <br />00 <br />ro <br />Fn SDL: EP:13+30.93 <br />o_ <br />a <br />PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY <br />PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE <br />3240-a11.ke Av-E <br />CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. <br />WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, <br />® ® © Seattle, w"stdng=98102 <br />p: 206.624.1387 <br />ENGINEERS, INC.-pndengjnem.com <br />0 <br />Z�h <br />7/7/23 <br />10/18/22 <br />JBK <br />JBK <br />RECORD DRAWINGS <br />TEMPORARY ACCESS REV 1 <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 />AO <br />7/27/22 <br />JBK <br />ISSUED FOR BID <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 />N0. <br />DATE <br />BY <br />REVISION <br />ALIGNMENT PLAN <br />SCALE IN FEET <br />100 0 100 200 <br />PROJECT ENGINEER: <br />SCALE: <br />J. KEISER <br />NOTED <br />DESIGNED BY: <br />C. WIEST <br />DATE: <br />JULY 2022 <br />DRAWN BY: <br />G. DEAN <br />CHECKED BY: <br />C. CASTONA <br />APPROVED BY <br />RECORD DRAWINGS <br />PORT OF EVERETT DWG. NO. <br />G1.04 <br />MILLWRIGHT LOOP ROADS <br />PHASE 1 <br />ALIGNMENT PLAN <br />CIP NO. 6-8-008-01 1 <br />PROJECT PD-WP-2022-07 <br />NO. <br />SHEET NO. 5 OF 48 <br />
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