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N.E. 1/4, S.E. 1/4, SECTION 18, TOWNSHtP 28 NORTH, RANGE 5 EAST, W.M.
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<br /> ,,%�----'r�_ TEMPORARY SILT
<br /> ���'�'rs �����"
<br /> ` �,,,.-- - FENCE PER ^�rorr�i�
<br /> � PLAN 14A SEERD [( ���
<br /> SHEET C2.2 �
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<br /> CERTIFIED ERiDSIfJN & SEDIMENT CONTRt7L LEA� SQ1L STOCKPiLES ESTIMATED GRADING QU�4NTITIES TRAFFIC CONTROL Z t=
<br /> WASHINGTON STATE D.O.E. REQUIRES THAT A CERTIFIED EROSION AND TEMPORARY STOCKPILE LOCATIONS MAY BE RDJUSTED 8Y CONTRACTOR IN FIELD. CONTRACTOR 5HALL SUBMIT A TRAFFIC CONTROL PLAN TO WSD�T �
<br /> S E D I M E N T C O N 7 R O L L E A D �C E S C L) B E R E T A W E D T O M O N I T O R T.E.S.C T Q P S O I L S T R I P P I N G S T O G K P I L E S S H A L L B E W I N D R O W E D T E M P O R A R I L Y A L O N G L O T C U T: 5,900 CU. YDS. PRIOR TO BEGINNIN6 WC3RK ADJACENT TO INTERSTATE 5. NO � �
<br /> COMPLIANCE. THE CESCL MUST BE IDENTIFIED ON 1NE STORMWAlER FRONTAGE FOR SPREADING YYHEN LOTS ARE CLEARED. CARE SHOULD BE TAKEN TO FILL: 15,000 CU. YDS. P A V E M E N T D I S T U R B A N C E O R O B S T R U C T I O N O F I N T E R S T A T E T R A V E L Q
<br /> G E N E R A L P E R M I T A P P L I C A T I O N A N D S H A L L A T T E N D T H E A V O I D U N I N T EN T IONAL DRAINAGE IMPOUNDMENT OR DIVERSION. TOPSQIL STRI P P I N G S LANES SHALL BE PERMITTED. (,L � �
<br /> PRE-CONSTRUC110N MEETING WITH CITY STAFF. MAY BE INCORPORATED INTO EROSIdN GONTROL DIVERSION BERMS. Z !l�
<br /> STOGKPILES SHALL NOT BE PLACED WITHIN NGPAs, SCREENING BUFFERS, EXISTING CUT QUANTITIES INCLUDE STRIPPING THE SIIE 1.5 FEET DEEP AND EXCAVATING THE 1+� � �
<br /> DRAINAGE OR UTILITY EASEMENTS OR RIGHTS-OF-WAY. STOCKPILE MANAGEMENT HOLES FOR THE VAULT AND TANKS. QUANTITIES OF CUT AND FILL ARE APPROXIMATE C� � �
<br /> SHALL COMPLY WITH T.E.S.C. GENERAL NOTES QN 5HEET C2.1, INCLUDING AND ARE FOR THE PURPOSE OF OBTAINING A GRADING PERMIT. THEY ARE NOT i ,�,� ■
<br /> STABIUZATION WIl}iIN 24 HOURS. INTENDED TO BE USEQ FOR CONTRACTUAL PURPOSES. F" J � �
<br /> UN[3ERGROUND UTILiTY NOTE QUAhITITIES CALCULATED BY AUTODESK LAND DESKTOP COMPOSITE METHOD. U � U � Y
<br /> EX. UNDERGROUND UTILITY LOCATIflNS SHOWN HEREON ARE FILL MATERIAL WILL BE COMPOSED OF NAT►VE MATERIAI. AND IMP�RTED STRUCTURAL � � Q � � .
<br /> �ASED UPON SURFACE INOICATOR5. NCI UNDERGROUND FILL. CRUSHED ROCK AND ASPHALT WILL BE IMPORTED AND PLACED ON-SITE FOR THE �,L
<br /> ~ W �
<br /> LOCAIE SERVtCE WAS UTILIZED FOR THEIR LOCATION. THE CONSTRUCTION OF THE PAVED AREAS. Q
<br /> USE QF THIS ktAP FOR THEIR EXACT LOCAl10N tS NOT � �
<br /> WARRANTED. pR10R TO CONSTRUCTION, USER SHOULD CALL EXISTING GROUND C�VER Z � � �
<br /> THE EJTILITY LOCATE SERVICE AT 1-800-424-5555, TWO � 3
<br /> BUSINESS DAYS BEFORE CONSTRUCTION. THE PREDOMINANT SOIL TYPE 15 ALDERWOOD URBAN LAND N.A.V.D. 88 � �
<br /> CQMPLEX GROUND COVER ON THE MAJORITY OF THE SITE IS ��ATUM N.A.V.D. 88-3.60' = N.G.V.D. 29 U � �
<br /> SECOND GROWTH FOREST WITH TYPICAL NATURE UNDERSTORY AT - �
<br /> FULL BUILQOUT THE SITE WILL HAVE A MAXIMUM IMPERVIOUS ORIGiNAL SNOHOMISH CaUNTY POINT ID 1911, POINT NAME IS3136, 2" � �
<br /> C6VER OF 89?�. THE REMAINDER OF THE SITE WILL BE IRON PIPE W/ BRASS DISK W/�ACK. DOWN 1.10' IN CASE. a �
<br /> ELEV. = 442.62'
<br /> LAND5CAPING. Y
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<br /> P L�N� ti , ���� � �� ^ TBM - A: FNO. RAILRdAD SPIKE IN ROADSI�E POWER POLE
<br /> `�r ° WjTRANSFORMER AND LIGHT W/UNDERGROUND. f18 FEET �
<br /> � --'� �;, SOUTHWEST OF CORNER OF PROPERTY ON TNE EAST SIDE OF o
<br /> CLEARING UMITS ic sER cEs � ��;,: t � � ' ��v99� 528.94ADWAY. Y
<br /> FIELQ MARKINGS � �_.
<br /> BEFORE ANY CLEARING OR GEiADING OCCURS, CONTRACTOR OR SURYEYOR SHOWN ON PL4N REPRESENT MAXIMUM ALLOWABLE EX?ENT QF ___ _ Pt1t;,_�i; WORKS TBM - B: "+" PUNCN ON THE SdUTHWESTERLY CORNER OF LIGHT POLE � �
<br /> CLEARI G ON E PROPERTY. OWNER MAY ELECT TO CLEAR LESS AREA ION [�ita�r - :; -� �FPAR�r.�ENT f35 NORTH OF NORTHWEST CORNER OF PROPERTY.
<br /> SHALL INSTALL TEMPORARY FIELD MARKINGS AS FOLLOWS: WITHIN WSDOT RIGHT-OF-WAY. DRAINAGE FACILITY DESIGN IS BASEQ ON ��� -' � - --- ELEV. = 527.21' 3
<br /> 1. MARK CLEARING UMITS AS SHOWN ON PLAN QR AS DIRECTED BY OWNER ASSUMP710N OF MAXIMUM ALLaWEO ONSITE CLEARING AND HAROSCAPE. A PUBI � •+ �.; FRTvIi? 1$ u:_Q�i,�EDARiOR
<br /> �LIMITS ON PLAN ARE MAXIMUM ALLOWABLE�WITH CONTINUOUS RUN OF t0 ��°�;T+N� u v� �orae,rRUc f i0w ON THIS �
<br /> MARKING OF CLEARING LIMITS AND PLACEMENT OF EROSION CONTROL BMPS IN CfTY EN EER pROlecT. :: K ,,a� for 1'tttS rrc��ECr IS � �
<br /> RANGE SURVEYOR'S TAPE 4-6 FEET ABO GROUND. GONTRACTOR MAY THE FIELa SHALL BE ADJUSTED FOR ACTUAL EXTENT OF CLEARIt�G AS CONotT�oha� r�EH CUR NT STANDARDS � �
<br /> SUBSTiTUTE CONSIRUCTION OR SILT FENCING FOR SURVEYOR'S TAPE. DIRECTED BY OWNER. CLEARING uMITS SHALL BE CLEARLY MARKED IN FIELD nwDexP�Res �[�f�� uN�EssPERMr� ��LL TWCj BUSINESS � � o Q
<br /> 2. CONTRACTOR SHALL REQUEST INSPECTION OF FlELD MARKINGS BY C.Q.E. PRIOR TO COMMENCEMENT OF SITE WORK. FOR CONSTRUCTION HAS BEEN ISSUED DAYS BEFORE YOU DIG �,,,�;��; � Y
<br /> STAFF PRIOR TO COMMENCING CLEARING OR �RADING.
<br /> �1�ro�ejrou u�g. J
<br /> 1-800-424-5555
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<br /> UIVPt.�a3L1SHf0 WORK COPYRICHT�20t3 8Y kARMSEN do ASSOCfATES INC
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