1300 W MARINE VIEW DR 2016 Plans 2022-12-27

VARIES 12.58' TO 14.?7' CEMENT CONCRETE SIDEWALK TREE PIT LOCATION TABLE* CEMENT CENTRAL 7 1 2" TRUCK TREE PIT ID STATION SIDE TREE PIT ID STATION SIDE TREE PIT ID STATION SIDE CONCRETE CURB �� ISLAND APRON AND GUTTER _. ;�.� � �� . 1 2,� 2" 1 -- -- 46 88+49.0 LT 91 -- -- a°' •e - � , . �. �. �a. �;... �� 2,� R � � » R 2 -- -- 47* 88+48.1 RT 92 -- -- . •_,. .e , a' . : a -- -- �� • -. ACE OF CURB 3 - -- 48 88+79.0 LT 93 .:: � .. . . . ." � ,`° . �- .� �- 6' MIN. RAMP : . 4 - -- 49* 88+78.1 RT 94 -- -- °°� a ��°.. . .°a�A. . . � :�• . ,.:. ::� 5 - -- 50 88+09.0 LT 95 - -- < . _.. ., . . .°. ..�. :.° . : .�: � 6 -- -- 51 * 89+08.1 RT 96 - -- CEMENT 6' MIN. FINISHED � • � .�a .. .°� � '•�.� .� _ __ __ __ CONCRETE GRADE . . . � -. �� • � � : CEMENT CONCRETE � � � a � TOP OF 7 52 89+39.0 LT 97 � � SIDEWALK ' �� °� '� APRON g -- -- 53* 89+38.1 RT 98 SIDEWALK �• . $ ". . � �- .. -- -- .ad . a . a � s ° 4 � �:•� � . -� -� ��. .� - . � � 9 -- -- 54 92+16.1 RT 99 -- -- • ' � � . °• I a. a. . 1 Z ° ° . . '. °. d� � __ � __ _. �� TRANSITION . :A" � .°� ' .� �° � N . . . °•. 10 55 92+46.1 RT 100 �.._.. �:. .::; .;.,. .. �� . ° � ' �� 11 -- -- 56 92+76.1 RT 101 -- -- . CURB HEIGHT =��, , °• . � � � � a � k�'. � e • d 12 - -- 57 -- -- 102 � '"' ��:� FROM 6" TO 0" �� 4� .�.. �a: _ � . •.: . ,• '..� :•- • >. -�,,:, • .� • ,. ��'� � � 13 -- -- 58 -- -- 103 -- - .a • e4 - ., ; t s � . � �-. . �: 14 -- -- 59 - -- 104 -- -- CRUSHED SURFACING ACP � � 15 -- -- 60 -- -- 105 - -- TOP COURSE C2.5 g ��2" 16 -- -- 61 93+06.1 RT 106 -- -- 17 -- -- 62 93+36.1 RT 107 - -- S ECTI 0 N A-A 18 -- -- 63 93+66.1 RT 108 - -- NOT TO SCALE ROUNDABOUT CENTRAL ISLAND 19 27+86.2 LT 64 93+96.1 RT 109 - -- � 2 CEMENT CONCRETE CURB 20 27+38.5 LT 65 94+26.1 RT 110 -- -- 9 CEMENT CONCRETE SIDEWALK RAMP G 2� 27+18.5 LT 66 94+56.1 RT 111 - -- C5.2 NOT TO SCALE C2.2-C2.5�,C�3-05.4 NOT TO SCALE 22 -- -- 67 -- -- 112 - -- 23 -- -- 68 -- -- 113 -- -- 24 -- -- 69 -- -- 114 -- -- 25 26+47.4 LT 70 -- -- 115 - -- ROADWAY TRUCK 10" 12" ROUNDABOUT lANE 26 -- -- 71 -- -- 116 -- -- APRON 27 26+17.4 LT 72 -- -- 117 - -- 6" CURB �" 3�� FACE OF CURB 2$ - -- 73 -- -- 118 - -- �/2" R• 29 25+87.4 LT 74 -- -- 119 ROADWAY/ PARKING � TOP OF 1/2" R. 30 -- -- 75 - -- 120 - -- APRON 1/2" R. 31 - -- 76 - -- 121 - -- 6" CURB TOP 0F 32 - -- 77 -- -- 122 -- -- .. . � : . . � O O ROADWAY 33 - -- 78 -- -- 123 -- -- d. V . _d ' . _ �_ � PLANTER W �Y W �Y �Y �Y W W W W �Y W W W . .� � � .. . . . � 4 � ._.�. 34 -- -- 79 -- -- 124 - -- W W W V� �Y W W W � �Y W W �Y W W • •d • �� - . �' � < q � W W �Y W W �Y W ♦ W W W W �Y �Y W � .°�d •.. e :d ve. ' ' � . ' J5 -- -- �O -- -- �25 � � tl aa � ' � ROUNDABOUT LANE 36 85+81.8 LT 81 -- -- 126 W W �Y W �Y �Y W i W �Y �►' W W W �Y W '. .a. . .- . . .. d � -- -- �Y W W r' W M� �Y W W W W W W �Y �Y • • � � CROSS SLOPE __ __ _ __ , , , 37 NOT USED 81 127 N ' d • N ' . . � 'a. . • ' . . �- 'a. . , . 1 ' - 10" 38 86+11.8 LT 83 -- - 128 - -- • . ' ' a ' . . • • : a 39* 86+11.8 RT 84 - -- 129 - -- ° ° . � • a� ° �' a• ' . � . '• . •. � ° , � •• a� ° S' d ' . . � . ' BAC K 0 F C U R B 40 86+41.8 LT 85 -- -- 130 -- -- � � - a � � � � �- � . � ° � ° � � � a � � � � � � . � d ° � ° ROUNDABOUT TRUCK APRON 4�* 86+41.8 RT 86 -- -- 131 -- -- � � � ° � � � � �' � ° � � � � � 13 CEMENT CONCRETE CURB AND GUTTER 42 86+76.8 LT 87 -- -- 132 -- -- 43* 86+71.8 RT 88 BACK OF CURB BACK EDGE 0� PLANTER C2.2-C2.5,C5.3-05.4 NOT TO SCALE 44 87+06.8 LT 89 - -- 44A* 86+71.8 RT SIDEWALK SIDEWALK �� 45 87+36.8 LT 90 -- -- 45A* 87+06.8 RT -- = NOT IN CONTRACT TREE PIT AT BACK OF CURB TREE PIT AT BACK OF PLANTER * = NOT IN CONTRACT, FOR REFERENCE ONLY. AVOID UTILITY CONFLICTS. 7 1 4" FACE OF CURB 3» 4» 1 1/2" R. TYPICAL TREE PIT LOCATIONS �/2" R. 1 O NOT TO SCALE �e� � � TOP OF 3 � 4�_ . �.. ( � ROADWAY U �. a' � � � . .a.. �� I �.:a � . U ° ' ° � 5' TYP FROM BACK OF WALK � .: �� . °� . . �. �'• '°' 'd e � 2"x4" MARKING MARKING - �� � POST, WHITE, POST �� °' z o "RREGATDION CAP TYP � 8 1 4 C�L.�� PR�VED � SLEEVE" ' N < �� � PUBL SERVICtc, OATE m Pusuc woRKs o IRRIGATION SLEEVE EROSiON DRAINAGE DEPARTh1ENT 14 C 0 N C R E T E T R A F F'I C C U R B TO STARTING ANY i;ONSTRUCTION ON THfS U F)�� PVC� CfTY ENGINEER A PUBLtC WORKS PERMIT 1$REQUIREDPRfOR � SCHEDULE 40 C2.2-C,Z.5�C5.3-05.4 CONOiTIONAI PER CURRENT v NOT TO SCALE PR��CT• APPRaVAI FOR THIS PROJECT IS ---__.�UNLESS PERMIT STANDARDS FOR GONSTRUCTION HAS BEEN ISSUED O AND EXPIRES � O � 11 IRRIGATION SLEEVE DETAIL � 0 � c5.z-c5.5 NOT TO SCALE EARLY ROADWAY AND UTILITIES BID PACKAGE 13 N �/ PROJECT ENGINEER: SCALE: P O R T O F E V E R E T T DWG. NO. � � ' ' � � • � $/2s/os B�� PACKAGE 13 - BID SEf �,�.�o A AS�� H. KUYPER AS NOTED C 5 . 11 � Or O $�$�o$ EARLY ROADWAY & UTILITIES �w �� °ES'�"E° BY: °ATE: NORTH MARINA REDEVELOPMENT � 7 R. AWAD AUGUST 4, 2006 CIP N0. � 728 134th Street SW � Suite 200 e�� PACKAGE 13 - REVIEW INFRASTRUCTURE PHASE 1 3-0-003-09 o � - 1i`Zi ,�, DRAWN BY: CHECKED 8Y: � Everett. Washin ton 98204 � 3/16/07 CONFORMED SET ADDENDA 1 4 ��'�'�S�GISTEg�'�ti{�� D. OLSEN H. KUYPER PROJECT r P.o. BOX 538 � SIDNAL �� APPROVED BY: R OA DWAY PAV I N G D ETA I LS No. PD-NM-2005-06 `" EVEREfT, WA 98206 Ph: 425 741-3800 � 8�4/06 PERMIT APPROVAL/CONSTRUCTION O � (425) 259-3164 _ No. DATE BY RE�/ISION N0. DATE BY REVISION o��' � SHEET N0. OF a JOB No. 2i o�-004 32 83