1400 SEINER DR 2016 Utility Plans 2022-10-27

BEGIN MWL MWL: 0+00.00 0 BEGIN MNL o MNL: 0+00.00 00• �^ � ��.1, •�-'-�' - � X� � Q Q d- �'�� Q'�' S60°54'39.10"E � �v S56'41'S0.62"E '�`b � + LEGEND Q,� �� ,`° � MILLWRIGHT LOOP NORTH MNL: �+24.so � V ;°� � �-----_..�'_ S87'59'29.98"E CMNL) WSL: EP: 6+56.98 1. 13TH STREET LINE (13L) p ,� _� 2. 14TH STREET LINE {14L) � Q v ~ --'� -' "'-�'- --+--�-. 3. CHAMFER WOONERF LINE (CWL) _ � MNL: 1+04.97 MNL: 3+16.35 N `�' � 4. MILLWRIGHT LOOP NORTH (MNL) � - t 3 � � � SSL• EP: 0+00.00 CWL: EP: 0+00.00 `-��-' + � 5. MILLWRIGHT LOOP SOUTH (MSL) � I �.. o � .�h� � S� 6. MILLWRIGHT LOOP WEST (MWL) J � � - W o � � o," S� , 7. SEINER DRIVE LINE (SDL) � PT: 5+21.55 „ � � � a Q�� >> � � 63L:I88+45.53 •�a??� PROJECT SITE 8. SAWYER STREET LINE (SSL) S36'29 46.98 E � _ � v � �, ��'�, + + MNL: EP: 12+37.62 'a (FISHERMAN'S HARBOR) 9. W E A V E R S T R E E T L I N E (W S L) t- � � z �., ,Y, M S L: E P: 1 3+1 8.6 0 ,_ PC: 5+22.77 w �, � .- � '�' � w +N a � � - � - 13TH STREET 1 � ,� Z o '�' � �`' ~ _ S8 ,� 3L� 'o co p� ' - --�}- _ � ' ' .00 E PT: 6+44.64 � o O K, �x`'�' _8 0011 _ � _ ALIGNMENT CONTROL POINTS . , » o � o PT: 4+02.44 �q QG:� , .o�, I L _ _ _ _ _ _ S03 2417.36 W � I cn W - o p�'`�' �` k, �2 � - � S T A R T S T A S T A R T N O R T H I N G S T A R T E A S T I N G E N D S T A E N D N O R T H I N G E N D E A S T I N G � � � � �'' ,�x°� � �S, �� "s��j � 0 1 3 L: 9 1+0 0.3 8 1 3 L: E P: 9 5+4 4.1 2 1 rr-- PC: 6+71.06 �t C,• ��S• � ,`'� ' � � tn � SDL: 0+00.00 13L: 0+00.0 367911.62 1301752.34 13L: 6+98.59 367887.28 1302450.50 � V Q ��F�`J, ��'�`b� `-'o r I 14L: 0+00.0 367454.44 1302111.28 14L• 3+53.37 367442.05 1302464.43 � ,� WSL:1+38.60 ��pQ3�'� � I � � y� � � MSL: 9+70.74 � �y �J o � � , � CWL: 0+00.0 367635.69 1300891.37 CWL: 5+�8.58 368143.95 1300909.20 �0 + � .o� x I � • � � W 0 MNL: 0+00.0 368231.70 1300611.23 MNL: 12+37.62 367911.62 1301752.34 �'��, � a MILLWRIGHT L 9x�� `�� I w N � � Fsr OOP SOUTH (MSL) �os �- -� � -._. - _ -. _ _ , J �, - -, MSL: 0+00.0 367647.65 1300550.32 MSL: 13+18.60 367911.62 1301752.34 �Mwl� �'' �- ---._.+ _ _ S87;59'29.98"E . � I Q�' BEGIN WSL _ � MWL: 0+00.0 368231.70 1300611.23 MWL: 9+34.27 367647.65 1300550.32 --� � T �'� � � WSL: 0+00.00 PC: 2+93.49 � BEGIN MSL BEGIN SSL BEGIN CWL � SDL: 0+00.0 367902.74 1302007.03 SDL: 13+30.93 366943.10 1302482.94 MSL: 0+00.00 SSL: 5+37.67 CWL: 5+08.58 M � \ I MWL: EP: 9+34.27 MSL: 1+33.51 MS�: 3+41.26 � \ � _ _ � S� SSL: 0+00.0 367642.97 1300683.75 SSL: 5+37.67 368180.31 1300702.59 �; � h�,� ��59, � a. ,�x �9 WSL: 0+00.0 367582.65 1301575.87 WSL: 6+56.98 368129.64 1301317.20 L - -_ _ _ Q�' �9cp. 14TH STREET 14L L � F � ) 1 S87'59'29.98"E I BEGI N 14L ' - �----�- -� o I 14L: 0+00.00 ( SDL: 4+90.79 14L: EP: 3+53.37 o WATERFRONT PLACE CURVE DATA I I � - --� � � ALIGNMENT RADIUS DELTA LENGTH TANGENT PC PC PC PI PI PI PT PT PT I ^ I � STA NORTHING EASTING STA NORTHING EASTING STA NORTHING EASTING � � MNL 465� 004°13' 34.20' 17.11' 0+18.78 368221,39 1300626.93 0+35.88 368211.99 1300641.22 0+52.97 368203.68 1300656.17 I �� I Z I � N � I � MNL 425' 027'05' 200.88' 102.35' 0+62.26 368199.16 1300664.29 1+64.61 368149.40 1300753.73 2+63.14 368145.82 1300856.01 0 ¢ � � � o I o o I � MNL 140' 042'29' 103.82' 54.43' 8+31.33 368125.90 1301423.86 8+85.76 368124.00 1301478.26 9+35.15 368085.85 1301517.08 � N � MNL 90' 04230' 66.76' 35.OQ' 11+45.75 367938.25 1301667.30 11+80.75 367913.72 1301692.26 12+12.51 367912.50 1301727.24 I Z � I i � � � � m MSL 77' 047'42' 64.51' 34.26' 8+39.54 367618.22 1301389.35 8+73.80 367617.02 1301423.59 9+04.05 367641.53 1301447.52 � � � ¢ MSL 90' 047'41' 74.90' 39.77' 12+43.71 367884.55 1301684.81 12+83.48 367913.01 1301712.59 13+18.60 367911.62 1301752.34 ( � N PC: 8+78.79 - � MWL 187' 159°48' S21.55' 1049.76' 0+00.00 368231.70 1300611.23 10+49.76 368808.08 1299733.86 5+21.55 367964.18 1300358.23 1 � � � = MWL 175' 039°54' 121.87' 63.52' S+22.77 367963.20 1300358.96 5+86.29 367912.14 1300396.74 6+44.64 367848.72 1300392.97 L �� SEINER DRI MWL 165' 091'24' 263.20' 169.07' 6+71.06 367822.34 1300391.40 8+40.14 367653.57 1300381.35 9+34.27 367647.65 1300550.32 VE (SDL) � � � S87'59'29.98"E - --� -----+- _ � SDL 75' 044°59' S8.89' 31.06' 2+93.49 367609.44 1301996.80 3+24.54 367578.40 1301995.72 3+52.38 367555.68 1302016.90 � o � � J Q SDL 110' 090'00' 172.79' 110.00' 8+78.79 367066.68 1302�97.68 9+88.79 366956.74 1302093.83 10+51.58 366952.89 1302203.76 I + SDL: EP: 13+30.93 z o � z I '_" z WSL 55' 049'19' 47.34' 25.25' 0+00.00 367582.65 1301575.87 0+25.25 367607,85 1301577.47 0+47.34 367625.49 1301559.40 a I a � °- WSL 10' 047'42' 8.32' 4.42' 3+94.12 367867.75 1301311.28 3+98.54 367870.84 1301308.12 4+02.44 367875.26 1301308.28 I I � � i - - - - - - -- - _ _ _ J � _ J 0 `� ALIGNMENT PLAN 0 0 � � �' SCALE IN FEET w � � � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. �o0 0 �o0 20o R E C O R D D R A W I N G 0 �. PROJECT ENGINEER: SCALE: PORT OF EVERETT DWG. NO. Q � PND ENGINEERS, INC. IS NOT RESPONSIBLE FOR SAFETY �. KEISER NOTED G 1 .O� PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE � I Oi O CONSTRUCTION OF THE DESIGN SHOWN ON THESE DRAWINGS. �EsiGNEQ BY: DATE: V � Tn` 1736 Fourth Avenue S. Suite A WHERE SPECIFICATIONS ARE GENERA� OR NOT CALLED OUT, C. WIEST JUN. 20� 6 W A T E R F R 0 N T P LA C E C E N T R A L CIP ►vo. 2-0-045-01 6-8-001-06 o � � � � Seatde,Washington 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF 7 _ _ _ ' _ _ _ ' 00 % VERE� 1 P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY DRAwN BY: CHECKED BY: F I S H E R M A N S H A R B 0 R 6 8 OOl O7, f) 8 001 OH � � ENGINEERS, INC. www.pndengineers.com � 9/15/18 JBK RECORD DRAW1NG AND ARE NOT INTENDED FQR REUSE WITHOUT WRITTEN G. DEAN N. ALEXANDER PROJECT P.O. BOX 538 APPROVAL FROM PND, DRAWINGS ARE ALSO NOT TO BE USED A L I G N M E N T P LA N No. PD-WP--2016-01 �j EVERETT, wA ss2os QO 6/30/16 JBK ISSUED FOR BID AND CONSTRUCTION fN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPRovED BY: � Y (425) 259-3164 N0. DATE BY REvisioN DIRECTLY OR INDIRECTLY TQ PND. SHEET N0. 8 OF 195