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ADAPTER SKIRT h{kPS:��EVff'E���9o�115311'DES19n�C0i1S�Y'U�.TtOYS-'Sf0.Y�ao�t'Y�S
<br /> RETRIEVAL STRAP REVISION DATE
<br /> GENERAL NOTES P�EprsE REFER�cE G1YoFEUER,�7fisT�r�K,�.
<br /> t. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CURRENT EDITION OF THE
<br /> �`� o WSDOT "STANDARD SPECIFICATIONS FOR ROAD. BRIDGE, AND MUNICIPAL CONSTRUCTION", CITY
<br /> � � OF El/ERETf STANDARD PLANS AND ANY OEVELOPMENT CONDITIONS OF APPROVAL. IT SHALL BE
<br /> THE SOLE RESPON51BILfTY OF THE APPUCANT AND THEIR PROFESSIONAL ENGINEER TO
<br /> CORRECT AND NOTE ANY ERRORS, OMISSIONS, ,OR VARIATIONS FROM THE REOUIREMENTS
<br /> C� FOUND IN THESE PLANS.S�Fi l'�LSO �Vc,feE� �DES�(a/�J �p �.1STR,�cT�gtJ S71�RiDfhfDs
<br /> hND SPECIFIC►�no�.IS FoX D6���An�t'A1►iNUR1--
<br /> GEOTEXTILE OVERFLOW --��
<br /> FABRIC MIRAFl 700X C� "�- �""'�"' '11-
<br /> ( (TO BYPASS PEAK -�=�it=M€m� z�,,.�-,�«�t:ot-� A C WO KS EKm11" IS
<br /> OR APPROVED � F�OWS) KEauIRED FoR flt� CIVit WoRK OIJ PRIVA9"� PROP�2'i�( 0�2 1N TNE PUBUC ROGU. S EV E R ETT
<br /> EQUAL WATER SURFACE NOT TO EXCEED 3. PRIOR TO BEGINNING ANY SRE CONSTRUCTION. THE APPLICANT, THEIR ENGINEER AND
<br /> ORIGINAL GROUND ELEVATION. CONTRACTOR SHALL MEET WITH THE PUBLIC WORKS DEPARTMENT FOR A PRE-CONSTRUCTION "� p U B L I C
<br /> MEETuvG. �LL THE lNsPecTtaJ UNE A�r y25-25?�- 88g� Tp SCN��� l4CONSv�71171eN
<br /> SEDIMENT ACCUb1UlATOR W�f!( 'I}tE �NSPEC70k • �� �� � � ^ ��
<br /> (MIN. Q.SCF STORAGE) SEED OR SOD. 4. A COPY OF THE APPROVED PLANS MUST BE ON THE SITE WHENEVER CONSTRUCTION IS IN `�
<br /> PROGRESS.
<br /> UNDISTURBED OR PROTECTED SLOPE.
<br /> SCHEMATIC DETAIL SLOPE NOT TO EXCEED 15� COMPACT BERM TO 5. PRIOR TO ANY TREE REMOVAL ON SfTE, THE CLEARING LIMITS SHALL BE LOCATED AND
<br /> 90% OF THE MODIFIED PROTECTED AS REOUIRED ON THE APPROVED PLANS. BARRIER f'ENCING SHALL BE PLACED
<br /> PROVIDE "STREAMGUARD SEOIMENT CATCH BASIN INSERT" OR APPROVED EOUAL PROCTOR MAXIMUM ORY AROUND THE DRIPLINE OF THE TREES TO RETAINED AND CITY STAFF SHALL FIELD INSPECT THE
<br /> MANUFACTURER'S NAME: BOWHEAD ENVIRONMENTAL & SAFETY DENSIN (ASTM D1577). TREES TO BE REfAINED PRIOR TO COMMENCEMENT OF CLEARING AND GRAOING ACTMTES.
<br /> ADDRESS: PO BOX 375 PRESTON, WA 98050 ��Q� _� �� �� r�� r� .....ror rocrc nrc�n� �rrn Tn oc orr� w�����nP
<br /> TELEPHONE: FOR INFORMATION: (800) 909-3677 \ �. M�N _ 't'-��� CASCADE
<br /> • nn��cTo�inTrr+u �r r.ir r�r�r.n�rrn
<br /> FREEBOARD �uoon�irur��Tc e orr.i��rv ��i Tur ��,�.$� eccr_���cc��C�o�� �{�Err���_ H I G H SCH 00 L
<br /> � ,
<br /> �_�
<br /> 1 CATCH BASIN PROTECTION – _ �,�Y oF �,I4.�,�t* ir �,�.I� a ►p �°� o�° �' � �� rt����—
<br /> °oo � 0�°�1 �Tj� 7. APPROPRIATE BEST MANAGEMENT PRACTICES (BMP'S) FOR EROS�ON AND SEDIMENT CONTROL SITE
<br /> NOT TO SCALE ° U� \ SHALL BE INSTALLED PRIOR TO ANY GRAQING OR LANO CLEARING IN ACCORDANCE WITH THE
<br /> F-0.3 �°°o°000O�o 0000000000 2 �/,�/.�� �
<br /> �� �� � � ORIGINAL GROUND SURFACE � � ` APPROVED STORMWATER PO�LUTION PREVENTION PLAN [SWPPP). THESE BMP'S MUST BE P R E PA RAT I O N
<br /> o SAi1SFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING IS COMPLETED AND THE
<br /> � _ POTENTIAL FOR ONSITE EROSION HAS PASSED.
<br /> �u-
<br /> 2 IN. TO 4 IN. ROCK CENTER 8. BEiWEEN OCTOBER t AND APRIL 30, NO SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR
<br /> 2 FT. MINIMUM WIDTH UNLESS OIHERWISE SPECIFlED. MORE THAN TWO DAYS. FROM MAY 1 THROUGH SEPiEMBER 30, NO SOILS SHALL REMAIN
<br /> LEVEL BOTTOM EXPOSED AND UNWORKED FOR MORE THAN SEVEN DAYS. ANY UNWORKED SOIL SHALL BE
<br /> 25� STABIUZED WITH AN APPROVED BMP UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
<br /> `W 9. PUBLIC STREETS SHALL BE CLEANED ONCE PER DAY WITH A REGENERATNE AIR VACUUM �
<br /> SWEEPER OR AS DIRECTED BY THE CITY. FLUSHWG OF STREETS WITH WATER WILL NOT BE
<br /> �� ALLOWED. „ �
<br /> NOTES:
<br /> , l� ��//� � 10. LOCATIONS OF EXISTiNG UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL CONTACT THE �
<br /> ` 3,4 ��� �6(!� � DIMENSIONS: 1 FT. MINIMUM DEPiH (D) BY 2 FT. MINIMUM BOTTOM WIDTH. UNDERGROUND UTIUTY LOCATE CENTER AT 811 NO LESS THAN 48 HOURS PRIOR TO �
<br /> ,\� 2. SWALE GRADES SHOULD NOT EXCEED 5�. SIDE SLQPES SHOULD BE 2: 1 OR LESS. BEGINNING OF CONSTRUCTION. � r
<br /> �� � ,i1 3. OUiLET SHALL CONSIST OF RIPRAP DISCHARGING TO STABILIZED OUlLET, SEDIMENT POND OR ` /
<br /> � � �/ /// ��� � 11. THE CONTRACTOR SHALL COMPLY WITH ALL OTHER NECESSARY PERMITS AND REQUIREMENTS BY
<br /> LEVEL SPREADER. d
<br /> �� / � � THE CIN OF EVEREiT OR OTHER GOVERNING AUTHORITY/AGENCY. ,
<br /> ///
<br /> �%�� %� 8�_,0� o�. H4GAN
<br /> �� ti � � VARIES 3�-s� 4 INTERCEPTOR SWALE
<br /> % ` F-O.3 NOT TQ SCALE
<br /> p�, Seattlet Wazh ng[onu98�te I10 P:ZD6.Z85.�480
<br /> ��/�/�_ _��� y,
<br /> ,�
<br /> +! N(�TES
<br /> V+ 1"x 1"X 18" STAKE 1. STABILI2ED CONSTRUCTION EP+[TRANCE SHALL MEET � �� � �
<br /> THE RELIUIREMERITS OF WSDOT STAHDARD 1 L• A� �
<br /> NOTES: SPECIfICATION SECTION 8-Ol_3(7}. ♦,1�� was, �+p��
<br /> 1 . STRAW WATfLE�ROLL SHALL BE MANUFACTURED FROM RICE STRAW I,qQ' �`� ��. ''c�, O ♦
<br /> AND WRAPPED IN BIODEGRADABLE TUBUTAR PLASTIC NETf1NG OR � y �y!' ? � ►
<br /> SIMILAR ENCASING MATERIAL � ; �;� ►
<br /> 2. STRAW WATTLE/ROLL INSTALLATION REQUIRES THE PLACEMENT AND � IMSTALLDRlVEWflYCULVERT � � �-��S,��o 4,�4 �
<br /> IF THERE IS A ROADSIDE DCfCFI � "�i� <<' �
<br /> SECURE STAKING OF THE WATTLE/ROLL IN A TRENCH, 3"-5" (VARIES) pR�� � S'S�ONAL E�G �
<br /> DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWEO TO RUN 1 �-- � �
<br /> UNDER OR AROUND WATT�E/RdLL. 25'
<br /> N�R�AD � � � �
<br /> 3. STRAW WATTLE/ROLLS MUST BE PLACED ALONG SLOPE CONTOURS. ��� � / � ��� 34'MINTYPIC/�L
<br /> / /� �///
<br /> / �
<br /> 2 STRAW WATTLES ----�"" -- � "
<br /> - -� -_ �
<br /> F-O.3 NOT TO SCALE " �
<br /> � �
<br /> / / � � / / _ PERMEABlE BALLAST TYP SEE
<br /> / / � �� STANDARD SPEGFICATION
<br /> / // /� � \ p SECTIENd 9-03.9{2}
<br /> .
<br /> 1' MIN �
<br /> DEFrTH
<br /> TOP OF DRUM SHALL BE 6" MIN LEN6TF1 A5 REQUiRED 100'MIN,ExCEPT TVPIfA�
<br /> ABOVE GRADE MAYBEREDUCEDTO50' MINFaft
<br /> RUNOFF WffH SEDIMENT 51TES WITH LESS7HAP1�IE llCRf
<br /> PROVIDE SOUQ QF EXPC/SED SOIL OR APPROVED BY INSPECTOR
<br /> PROVIDE 1' MIN DEPTH COVER
<br /> SUMP AROUND DRUM PLACECANSTRUCTION6EOTFXTILEFORSC}IL PERMITRESUBMITTAL
<br /> ___,,.___,_� STltBFLtZATION FROM THE EDGE OF 7HE IXISTING PROVIDE fULL WIDTH OF
<br /> �-'-'"- Rd11UWAY Td THE COMSTRUCTION EPITRANCE,
<br /> �, � � �� \ ��'� OR AS DIREG?Eb BY THE EHGINEER INGRESSJE6RESS ARER
<br /> / //� �/ v v v v o v o v �//�/j�//�//� / /� DATE 6-26-17
<br /> E . � /��/��//�� o 0 0 o FILTERED �o 0 0 ��i��/��i��/�� ./��/. 15' MIN
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<br /> i � � ,,,, � ,o„ ,PROVIDE 12" MIN CLEAN GRAVEL � �ONSTRUCTION ENTRANCE
<br /> � �\�j/\�j o'o'vv � v'vo �AROUND PERIMETER OF DRUM 3
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