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N.E. 1/4, S.E. 1/�, S�CTION 18, TOWNS�ttP �8 NORTH, R�►NGE 5 EAST, VU.iI�. .
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<br /> �� TEMPORARY SILT ��Grs 1�'
<br /> � FENCE PER xoNAL �
<br /> C.�.E. STANDAR� �C � �
<br /> PLAN 214 SEE �
<br /> SHEET C2.2 �
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<br /> CERTIFIE� EROSION &SEDIMENT CONTROL LEAD St}IL STUCKPILES ESTIMATED GRADING QUAPITITIES TR14FFlC CONTROL Z �
<br /> ' WASHINGTON STA7E D.O.E. REQUIRES THAT A CERTIFIED EROSION AND TEMPORARY STOCKPILE LOCA'iIONS MAY BE ADJUSTED BY CONTRACTOR IN FlELD. CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO WSI3QT �
<br /> SEDIMENT COiV7ROL LEAD ('�SCL BE RETAINED TO MOIdITOR T.E.S.0 TOPSOIL STRIPPlNG STOCKPiLES SHALL BE WINDROYVED TEMPORARILY AL(�IVG LOT CUT: 5.9Q0 CU. YDS. � �
<br /> PRIOR TO BEqNNING VYOR'K ADJACEIVT TO INTERSTATE b. NO �
<br /> COMPLJANCE. THE CESCL UST �E IDEiVT1FlED ON THE STORMWATER FRONTAGE FOR SPREADING WHEN LOTS ARE CLEARED. CARE SHOULQ BE TAKEN TQ FILL: 15,000 CU. YDS. PAVEMENT DISTURBANCE OR OBSTRUCTION t7F INTERSTATE TRAVEL
<br /> GENERAL PERMIT APPLICATION ANa SHALL ATTEND THE AVOID UHINTEN'TiONAL DRAINAGE iMPOtJNDMENT OR DIVERSION. TOPSOIL STRIPPINGS LANES SHALL BE PERMIT7ED. (�, � �
<br /> PRE-CONSTRUCTiON MEETING 1MTH CITY STAFF. MAY BE INCORPORATEQ INTO EROSION CONTROL DIYERSION BERMS. Z !w
<br /> STOCKPILES SHRLL NOT BE PLACED WITHIN NGPAs, SCREENIMG BUFFERS. EXIS711VG CUT QUANTITIES INCLUDE STRIPPING THE SITE 1.5 FEET DEEP AND EXCAVATiNG THE 1 ri � �,
<br /> DRAINAGE OR UTILITY EASEMEfVTS OR RIGHTS-OF-WAY. STOCKPILE MANAGEMENT HOLES FOR THE VAULT AND TANKS. QUANTiTiES OF CUT ANQ FILL ARE APPROXIMATE � � �`
<br /> SHALL C�IPLY WITH T.E.S.C. GENERAL MOTES DIV 5HEET C2.i, INCLUDING AND ARE FOR THE PURROSE OF OBTAINING A GRADtNG PERMIT. THEY ARE NOT '� ,..J ■
<br /> STABIUZA710t� WITHIN 24 HOURS. INTENDED TD BE USED FOFt CdNTRACTUAL PURPOSES. � J � � �
<br /> UNDERGROUND UTILITY NOTE QUANTIIIES CALCULATED BY AUTODESK LAND QESKTOP COMPOSITE METHOD. � � � ■ �
<br /> EX. UNDERGROUND UTILITY LOCATIDNS SHOWN HEREON ARE FIL.� MATERIAL WILL BE COMPOSED OF NATIYE MATERIAL AND IMP�RTEQ STRUCTURAL f.�; � � �
<br /> BASED UPON SURFACE INDICATORS. CJO UN(3ERGE70UN� FILL. CRUSHED ROCK AND ASPHALT YY'ILL BE IMPORTED AND PLACED ON-SITE FOR THE �,. !� LiLr � cn
<br /> = LOCATE SERVICE WAS UTILIZED FOR THEIR LQCATION. THE CONSTRUCTION �F THE PAVED AREAS. C Q
<br /> USE OF THIS MAP FOR THEIR EXACT LQCATION IS NOT � � ■ �
<br /> - WARRANTED. PRIOR TQ �ONSTRUCTION, USER SFiOULD CALL EiCIST1NG GROUND CflYER Z c�
<br /> THE UTILITY L4CATE SERViCE AT 1-80Q-424-5555, TWQ � � o
<br /> BUSINESS DAYS BEFORE CONSIRUCTION. THE PREDOMtNANT SOIL TYPE IS ALDERWQUQ URBAN LAND N.A.V.D. 88 �
<br /> COMPLEX GROUND COVER ON THE MAJQRITY OF THE SITE IS �DATUM N.A.V.D. 88-3.60' � N.G.V.D. 29 � � �
<br /> SEC4ND GROWTH FOREST 1MITH TYPICAL NATURE UNDERSTORY AT QRIGINAL SNOHOMISH C�UNTY POINT ID 1911, POINT NAME IS3136, 2" � �
<br /> FULL BUILDOUT TNE SITE WILL HAiIE A MAXIMUM (MPERVIOUS IRON PIPE W/ BRASS DISK W�A�K. DOWN 1.10' IN CASE. �
<br /> CQVER OF 89�. THE REMAINDER QF THE 51TE WILL BE ELEV a 442 62,
<br /> IANDSCAPING. �
<br /> /� c /� FND. RAtLR0A0 SPIKE IN ROADSIDE POWER POLE �
<br /> P Lf�'E N�3 /�1 , P�� __---� ^ �� `A: YV/TRANSFORMER AND LIGHT W/UNQERGROUND. f18 FEET
<br /> �E� SOU11iWE5T OF CORNER OF PROPERTY ON THE EAST SIQE OF �
<br /> � FI D KINGS CLEARING UMITS �BLIC WORKS DEPAF2Ti��. — �SR 99) S. BROAdWAY. �
<br /> � �� ` lC SER ES i;%:�;E � �4 LEV. � 528.94' �
<br /> SHOWM QN PLAN REPRESENT MAXIMUM ALLOWABLE EXTENT OF ;� PUt:�.u;WORKS TBM - B: "+" PUNCH ON THE SOUTHiMES'fERLY �QRNER OF UGHT POLE �
<br /> BEFORE ANY CLEARING OR GRADIIdG OCCURS. C4NTRACTOR OR SURVEYOR A IN ON E PROPERN. OIAAVER MAY ELECT TO CLEAR LESS AREA OSION oit��r-:> .�: ��' :,FPARTvlENT f35 NORTH OF PIORTHWESTMC4RNER OF PROPERTY.
<br /> SHALL INSTALL TEMPORARY FIELD MARKIN�S AS FOLLOWS: iM?HIN WSDOT RiGHfi-OF-WAY. DRAINAGE FACILITY DESIGN IS BAS`ED ON � ' ELEV. = 527.21' �
<br /> ASSUMP110N OF MAXiMUM ALLOWEQ ONSITE CLEARING ANQ HAROSCAPE. '�TE A PUg�,� �v' �<<��; ?EFtv2iT 15 R�Q��t�EDPRiOR Q
<br /> 1. MARK CLEARING LJM1T5 AS SHOVIM ON PLAN QR AS OIRECTED BY OWNER 'n��vF='c-?T��+-'��wcn��R°C" t0 Sf."�TTlMc� avy �ousrRuc�ior�t oN TNIB
<br /> CRY EN EER pRO1ECT, "'° r�i�AL FOR THiS PFt:.
<br /> LIMITS ON PLAN ARE MAXIMUM ALLOWABLE�WITH CdNTINUOUS RUN OF MARKING OF CLEARtNG LIMITS AND PLACEMENT Of EROSION CONTROL BMPS IN ��� � ^1ECT IS � v
<br /> AN�E SURYEYOR'S TAPE 4-6 FEET AB� GROUND. GONTRACTOR MAY THE FIELD SHALL BE ADJUSIED FOR ACTUAL EXTENT OF CLE�IRING RS GOND�7��riA� NfH. CUR NT 5TANOARDS � ' �
<br /> SUBSTITUTE GOiVSTRUCTiON OR SILT FENCING FOR SURVEY'flRS TAPE. Q►RECiED BY OVIMER. CLEARING LIMITS SHALL BE CLEARIY MARKED IN FIELD ANQEXPIRES /:�Tt�� C1�LL T�{ID BUS,NESS
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<br /> ��^- --- UNtESS PERMR �
<br /> 2. CONTRACTOR SHALL REQt1EST INSPECTION OF FlELI) MARKINGS BY C.O.E PRIOR TO COMMENCEMENT OF SITE WORK. FOR CONSTRUCTION HAS BEEN I S S U�D ��qYS BEFC)RE Y�U D1G � � �
<br /> - STAFF PRIOR' TO COMMENCING CLEARING OR GCtAQING.
<br /> - - 1-800-�24-5555 ���`+�°' J
<br /> UNPUH!lSHED WOW(COPYR/dfT 20?3 8Y kARMSd't tr ASSOClA7ES JNC �
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