1400 SEINER DR 2016 Utility Plans 2022-10-27

� NOTES O1 CROSS SLOPE VARIES CURB TYPE VARIES, SEE PLAN C2.01 PORT ROW PORT ROW O THROUGH C2.08 FOR TYPE AND LOCATION. � 3O PREPARED SUBGRADE 4'-0" 15'-6" 12'-6" A ROADWAY B g'_0" 14'-0" 6'-0" 4'-0" LANDSCAPE SfDEWALK DRIVE LANE DRIVE LANE LANDSCAPE SIDEWALK LANDSCAPE *SEE CITY OF EVERETT STANDARD DETAIL � � 302 FOR ADDITIONAL REQUIREMENTS. � � U C.� ,.� ,�, *SEE SHEET C2.09 FOR ADDITIONAL DETAILS. o � o � � � � c�,T � �� 2� �� • LEGEN D 0 � ��, �______ ____.____� ,r��C O H M A 1/2" P G 64-22 F �,� 2 , O2 CRUSHED SURFACING TQP COURSE 2 2 VARIES 0.33' 0.17' 0.17' 0.33' VARIES O CRUSHED SURFACING BASE COURSE 6 4 2 3 2 4 6 ' 0.25' 0.25' � �4 CEM�NT CONCRETE SIDEWALK L�1 2 0.17 � � 0.17 2 � � �� T � � 0.33' 0.33' O5 STRUCTURAL FILL 2 2 VARIES 5 AUGNMENT STA 1 STA 2 A 9 O6 SEE LANDSCAPE DRAWINGS . . REMOVED 3 0.33' PEDESTRIAN STREET 1 0.33' 3 SDL 2+56.15 3+51.96 12' 12' SDL 8+70.63 11-�06.65 12' 12' EXAGGERATION=1 H:2V SDL 11+06.65 11+70.65 DRIVEWAY SDL 11+70.65 12�-39.80 12' 12' SDL 12+39.80 12+80.93 12' TO 53' 12' TO 53' PORT ROW PORT ROW � 4'-0" 12'-0" q B ROADWAY C D 12'-0" 4'-0" SIDEWALK ANGLED PARKING DRIVE LANE DRIVE L.ANE ANGLED PARKING SIDEWALK � � � � �, � v � � o I o 0 w w � � Q a �° cUT 2� 1� � � �� � � � O O O O -- 2�_ G � F��-�',� -----� �-- ----_ r-- F�<< z `L• �'I � 4 0.33' 2 � 0.33' 4 Q � � w 2 0.17' 2 0.17' 0.17' 2 0.17' 2 i 3 � 0 1 VARIES VARIES � a 1 � � 1 VARIES 5 NOTE s �� 2 � � SDL ALIGNMENT = 0.25' � Align�rt�ent STA 1 STA 2 A B � p 2 0.33 0.33 � O 14L ALIGNMENT = 0.33' � SDL 1+07.38 1+31.94 0' TO 16' 12' 12' 0' TO 16' 0.33' 0.33' N SDL 1+31.94 2+39.97 16' 12' 12' 16' 3 � i SDL 2+39.97 2+56.15 16' TO 0 12' 12' 16' TO 0' z � SDL 4+80.03 5+22.80 INTERSECTION 0 14L 0+03.37 0+27.86 INTERSECTION Q 14L 0+27.86 0+54.54 0' TO 16' 12' 12' 0' TO 15' c� 14L 0+54.54 1+12.57 16' 12' 12' 16' z z 14L 1+12.57 1+25.38 16' TO 0' 12' 12' 16' TO 0' a SDL 5+22,8Q 5+32.77 0' 12' �2' 0' a SDL 5+32.77 5+48.87 0' TO 16' 12' 12' 16' TO 0' � SDL 5+48.87 7+13.89 16' 12' 12' 16' PEDESTRIAN STREET 2 i .- SDL 7+13.89 7+83.42 16' TO 0' 12' 12' 16' TO �' 0 ; SDL 7+83.42 8+51.29 16' 12' 12' 16' EXAGGERATION=1 H:2v � SDL 8+51.29 8+70.63 16' TO 0' 12' 12' 16' TO 0' � . w � W � IF THIS DRAWING IS NOT 22"x34" SCALE ACCORDINGLY. � I � PROJECT ENGINEER: SCALE: DWG. NO. 0 o PND ENGINEERS, INC. �S NOT RESPONSIBLE FOR SAFETY �. KEISER NOTED �� 1 . 1 O PROGRAMS, METHODS OR PROCEDURES OF OPERATION, OR THE � � � CONSTRUCTfON OF THE DESfGN SHOWN ON THESE DRAWINGS. DEs�GNED BY: oATE: W AT E R F R 0 N T P LA C E C E N T R A L p cn T�1 1736FouxthAvenueS.SuiteA WHERE SPECIFICATIONS ARE GENERAL OR NOT CALLED OUT, C. WIEST J�N, 2016 CIP No. 2-0-045-01, 6-8�-001�06, � o � Seattle,Washin on 98134 THE SPECIFICATIONS SHALL CONFORM TO STANDARDS OF c o � � �2 9/15/18 JBK RECORD DRAWING DRAWN BY: CHECKEp BY: F ( S H E R M A N � J H A R � 0 R 6-8-001-07, 6-8-001�08 � j � P:206.624.1387 INDUSTRY. DRAWINGS ARE FOR USE ON THIS PROJECT ONLY r. � ENGINEERS, INC. www.pndengineers.com 0 3/14/17 JBK SITE REVISIONS AND ARE NOT INTENDED FOR REUSE WITHOUT WRITTEN G. D�RN N. ALEXANDER PROJECT PD-WP-2016-01 � � P.O. BOX 538 APPROVAL FROM PND. DRAWINGS ARE ALSO NOT TO BE USED R O A D W A Y T Y P I C A L S E C T I 0 N S N0. �j EVERETT, wA s�2os �0 6/30f16 JBK IS5UED FOR BID AND CONSTRUCTION IN ANY MANNER THAT WOULD CONSTITUTE A DETRIMENT APPROVED BY: �' � (425) 259--3164 DIRECTLY OR INDIRECTLY TO PND. N0. DATE BY REv�sioN SHEET N0. 46 OF 195