600 RIVERSIDE RD 2018 RIVERSIDE BUSINESS PARK Plans 2022-11-29

, i, . � WATER—TIGHT S1EEL 2'X2�X3.5' CONCRETE SURFACE I GENERAL PRO.IECT NOTES: � MONUMENT (TRAFFIC—RATED) pAD (CAST—IN—PLACE VdTH � � � �� C FOR OTES � FORMS) (SLOPE TO DRAIN t. REFER TO DRAWING 1.0 N WATER—iIGHT J—PLUG � . WELL CAP . AWAY FROM WELL) � FlNISHED GRADE* . . � � GENERAL CONSTRUCTION NOTES: z� �o� z, _ — _ '~', „'"` `` � � - - -�� ,, , - �) � 1. REFER TO DRAWING CtA FOR NOiES, � � 18" (MIN) . � � - � � � �� � � � �i i � � �. � .�:,�. �::: � � yT�i�%�i>�' � . ,,�j`iT� ; .. . .. � �� '� � ... � � DEMOLITION �AND CLEARING NOTES: � � _ _ - - � � �,;��,i��i�,i�; � i�;i�,i� (((i�ii�ii�� %ti��,i� i��i��- � coNCRe� 1. REFER TO -0RAY�NG C1A fOR NOTES � � � � . � COMPACTED MATERIAL � � SEE LAYOUT AND PAVING PLANS � �. . i - - TESC NOTES: . STRUCNRAL FILL/CSBC AS REQUIRED MONITORING WELL � � - ,. RE�R ro oRaw�Hc c,.a FOR No�s. TYPICAL TRAIL SECTION �A1 TO SURFACE �1� . � N� � _ � FLUSH MOUNTED WELLHEAD COMPLE110N C2.�3, �5 , GRADING AND DRAINAGE NOTES � *REFER TO SHEETS C3.0 THRWGH C3.2 FOR TRAIL SECTIONS. � � 1. GRADING ACTIVITIES FOR iHE 'fRAIL WNSIRUCTION INCLUDE SOIL THIS SECIION REPRESENTS THE BASIC COMPONENTS INCLUDING � EXCAVAiION, REMOVAL, AND COMPACTION PRIOR TO CONSTRUCTING . CUTS AND FILL TO CONSTRUCT THE PAVED TRAIL SECTION. . . � . � . � 1HE PROPOSED TRAIL IMPROVEMENTS. REFER TO GEOtECHNICAL REFER TO LAYDUT AND PAVING PLANS FOR APPIJCABLE . . . . . ' RECOMMENDA710NS AND SIIE SPECIFICATIONS. ALSO REFER TO . � MATERIALS 1HICKNESSES. � � DEMOLiTION AND CLEARING NOTES FOR SOIL AMENDING. . � � . � . �� 2. � SIiE GRADING INCLUDES REMOVAL OF MINIMUl� fi INCHES OF SOIL � . � . � ., BENEAIH THE TRAIL SEC710N. 1HIS l�ATERIAL AND OTHER MATER�AL � . . . GENERATED BY FURTHER EXCAVATION TO ESTABIISH TRAIL � � � � � � d I� � SUBGRADE IS EXPECTED TO REMAIN ON SITE. AREAS HIGNER iHAN � � ' .. � � 12J FEET ELEVATION (KNOWN AS THE FLOODPLAIN ELEVATION)� MAY � . � . � BE USED TO WASTE EXCAVATION SPOILS AS SHOWN IN THE PLANS. �� CONTRACTOR SHAIL MANAGE SOIL ON SITE TO DETERMINE AREAS � -� � , OF STOCKPIIE AND AVOID AREA REWORK. � � � � � � . - 3. GRADING SECTIONS HAVE BEEN CREATED AND MCLUDED IN � ' C3.0-C3.2 DRAWINGS TO VERIFY AND DEMONSTRAIE POSITI�E � � � , � DRAINAGE FOR 1HE TRNL, Tf2AIL CONNECtIONS AND VIEWPOINTS. IT . � � � - . � � � '� IS ANIICIPAiED THAT FIEIA CONDITIONS MAY DICTAiE ACCEPTABLE . � � EARTHWORK ADJUSTMENTS PROVIDED iHAT EXISTING POSITIVE . � � � � � � DRAINAGE IS �MAINTAINED OR ACHIEYED. � � . � 4. CONTRACTOR SHALL FIEL� LOCATE ALL EXISTING OUTFALIS BENEATH � � .. . hIE TRAII AND MARK iHEM TO AVOID DAMAGING DURING . � � . . � � � EXCAVAl10N OR WITH CONSIRUCTION EQUIPMENT, AS EXISTING � . � DEPTH OF COVER MAY BE REDUCED DURING CONSTRUCiIINJ. � � � � � 5. � CONTRACTOR SHALL MAINTAIN CURRENT FLOW PATTERNS ONSITE AS � . � � NOTED IN THE PLANS AND REGRADED AS NEEDED TO PREVENT � � � . � . ' �� PONDING BEHIND iHE 7RAIL AT PROFlLE LOW POINTS. CONTRACTOR � � � � SHALI COORDINA?E EXCAVATION SPOII LOCATIONS ACCORDINGLY. . � � � . 8 � � e , d � 2 a � � � . . - . ` � . . � . . � � � N � CaII O� � � PftQIEGT ENGINEER: �� PORT OF EVERE 1 1 DWG. NO. � C. BORZIO AS SHOWN CZ■O � • hvobusinessdays . �.o �� s �ra�eYa�a� ��'.°` "^ � "� ��NE� � �^� RIVERSIDE BUSINESS PARK 3-0-031 -01, & Port o 16035[hAvenue,5uite1600 �, C. RAPP 03 23 2018 a=o_o22_01, �E%1�� . CIP N0. pRAWN BY: CHECNED BY: PUBLIC �ACCESS TRAIL SEGMENTS C , D� Seattle, WA98301 "� G ..ir.8 T. DEWITT A. CISNEROS F, J , AND K WITH VIEWPOINTS G AND H No�E� PA-RS-2018-02 o P .O. BOX 538 1 30'N„+`+'kP?com - � �ap A�IST�� p�p � PROJECT N0. i6D0312 H�o 03w� 8 �. �� P�a�,a„ B��AL No. �� R�SroN �9�°""` �G` APP � GRADING AND DRAINAGE NOTES ' � EVERETT, WA 98206 QND DETAILS (425) 259-31fi4 . . SHEET N0. � � 9 OF 4$ I