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REVISION DATE
<br /> ADAPTER SKIRT RETRIEVAL STRAP G E N E RA L N OT ES
<br /> 1. ALL WORK AND MATERIALS SHALL 8E IN ACCORDANCE WITH THE CURRENT EDITION OF THE
<br /> WSDOT "STANDARD SPECIFICATIONS FOR ROAp, BRI�GE, AND MUNICIPAL CONSTRUCTION". CITY
<br /> ��'� p OF' EVERETT STANDARD PLANS AND ANY DEVELOPMENT CONDITIONS OF APPROVAL. IT SHALL BE
<br /> THE SOLE RESPONSI81LtTY OF THE APPUCANT AND THEIR PROFESSIONAL ENGINEER TO
<br /> CORRECT AND NOTE ANY ERRORS. OMISSIONS. OR VARIATIQNS FROM THE REQUIREMENTS
<br /> a FOUND IN THESE PLANS.
<br /> GEOTEXTILE a OVERFLOW 2. A CITY RIGHT—OF—WAY [RQW] PERMIT IS REQUIRED FOR ANY WORK THAT WILL IMPACT THE
<br /> FABRIC(MIRAFI 700X C� (TO BYPASS PEAK PUBLIC ROW IN ACCORDAhJCE WITH MCMC CHAPTER 12.04. • *
<br /> OR APPROVED FLOWS) 3. PRIOR TO BEGINNING ANY SITE CONSTRUCTION, THE APPUCANT. THEIR ENGINEER AND � E V E R E T T
<br /> EQUAL a WATER SURFACE NOT TO EXCEED
<br /> a ORIGINAL GROUND ELEVATION. CONTRACTOR SHALL MEET WITH THE PUBLIC WORKS DEPARTMENT FOR A PRE-CONSTRUCTION p U B L I C
<br /> MEETING. �
<br /> SEDIMENT ACCUMULATOR � S C 1�1 O O L S
<br /> (MIN. 0.5CF STORAGE) �SEED OR SOD. 4 PROGRESSF THE APPROVED PLANS MUST BE ON THE SITE WHENEVER CONSTRUCTION IS IN
<br /> UNDISTURBED OR PROTECTED SLOPE.
<br /> SCHEMATIC DETAIL SLOPE NOT TO EXCEED 15� COMPACT BERM TO 5. PRIOR TO ANY TREE REMOVAL ON SITE, THE CLEARING LIMITS SHALL BE LOCATED AND
<br /> 90� OF THE MODIFlED PROTECTED AS REQUIRED ON THE APPROVED PLANS. BARRIER FENCING SHALL BE PLACED
<br /> PROVIDE "STREAMGUARD SEDIMENT CATCH BASIN INSERT" OR APPROVED EC?UAL PROCTOR MAXIMUM DRY AROUND THE DRIPLINE OF THE TREES TO RETAINED AND CITY STAFF SHALL FIELD INSPECT THE
<br /> MANUFACTURER'S NAME: BOWHEAD ENVIRONMENTAL & SAFETY DENSITY (ASTM D1577). TREES TO BE RETAINED PRIOR TO COMMENCEMENT OF GLEARING AND GRADING ACTIVITES.
<br /> ADDRESS: PO BOX 375 PRESTON. WA 98050 ��0� 6. IN ACCORDANCE WITH MCMC SECTION 15.10.075.B. INHERE TREES DESIGNATED TO 8E RETAINED CASCA D E
<br /> TELEPHONE: FOR INFORMATION: (800) 909-3677 \ 1" MIN. ARE DAMAGED. DESTROYED �R REMOVED DURING THE CONSTRUCTION OF THE PROPOSED
<br /> FREEBOARD IMPROVEMENTS, A PENALTY IN THE AMOUNT OF $1,000 MAY 8E ASSESSED PER TREE, AND H I G H S C H 0� L
<br /> EACH TREE SHALL BE REPLACED AT A 3:1 RATIO.
<br /> 1 CATCH BASIN PROTECTION o���000 D �o�c�o � _ � 7. APPROPRIATE BEST MANAGEMENT PRACTICES (BMP'S) FOR EROSION AND SEDIMENT CONTROL SITE
<br /> °o ao� 000�p � �\//�T� SHALL BE INSTALLED PRIOR TO ANY GRADING OR LAND CLEARING IN ACCORDANCE WITH THE
<br /> _ NOT TO SCALE oo� o o�o� o 0 0 � \ PP R A R PO UTION PRE NTiON PLAN SWPPP . THESE BMP S MUST BE
<br /> F o.3 p� � A ROVED STO MW TE LL � � � P R E PA RAT I O N
<br /> o aop��Q�o���� ORIGINAL GROUND SURFACE � � ` SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION AND LANDSCAPING IS COMPLETED AND THE
<br /> _ ���_ POTENTIAL FOR ONSITE EROSION HAS PASSED.
<br /> 2 IN. TO 4 IN. ROCK CENTER 8. BETWEEN OCTOBER 1 AND APRIL 30, NO SOILS SHALL REMAIN EXPOSED AND UNWORKED FOR
<br /> 2 FT. MINIMUM WIDTH UNLESS OTHERWISE SPECIFlED. MORE THAN TWO DAYS. FROM MAY 1 THRQUGH SEPTEMBER 30� NO SOILS SHALL REMAIN
<br /> LEVEL BOTTOM EXPOSED AND UNWORKED FOR MORE THAN SEVEN DAYS. ANY UNWORKED SOIL SHALL BE
<br /> �� STABIUZED WITH AN APPROVED BMP UNLESS OTHERWISE APPROVED BY THE CITY ENGINEER.
<br /> 2 ` '
<br /> �ey 9. PUBLIC STREETS SHALL 8E CLEANED ONCE PER DAY WITH A REGENERATIVE AIR VACUUM
<br /> SWEEPER OR AS aIRECTED 8Y THE CITY. FLUSHING OF STREETS WITH WATER WILL NOT BE
<br /> �� ALLowEo. , "
<br /> / �/�� NOTES:
<br /> �� /�/ 10. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE. THE CONTRACTOR SHALL CONTACT THE
<br /> � �,� ��� �� � 1• DIMENSIONS: 1 FT. MINIMUM DEPTH (D) BY 2 FT. MINIMUM BOTTOM WIDTH. UNDERGROUND UTILITY LOCATE CENTER AT 81 1 NO LESS THAN 48 HOURS PRIOR TO �
<br /> ``1� 2. SWALE GRADES SHOULD NOT EXCEED 5�. SIDE SLOPES SHOULD BE 2: 1 OR LESS. BEGINNING OF CONSTRUCTION. 'I �
<br /> •�NY � ,
<br /> \�, 3. OUTLET SHALL CONSIST OF RIPRAP DISCHARGING TO STABILIZED OUTLET, SEDIMENT POND OR � � . THE CONTRACTOR SHALL COMPLY WITH ALL OTHER NECESSARY PERMITS AND REQUIREMENTS BY
<br /> � � �f� �/� � � � LEVEL SPREADER. THE CITY OF EVERETT OR OTHER GOVERNING AUTHORITY/AGENCY. '
<br /> �\��� �/ /
<br /> /// �
<br /> \��%\ ��� 8"-10" DIA.
<br /> ��` ` � .. .� 4 INTERCEPTOR SWALE H4GAN
<br /> �/ � VARIES 3 —5
<br /> � � � \ NOT TO SCALE Seattle,Washington98104 f.20fi.285.6480
<br /> F_O.� 119 lst Avenue 5outh,5uite 110 p.206.285.0400
<br /> �
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<br /> �, NQYES
<br /> U 1"x 1"X 18" STAK E
<br /> l. STABILIZED CANSTRUCTION ENTRI�P�CE SHALL MEET � � '� � �
<br /> THE REQUIREMEWTS{�F VVSDOT ST�ND�tRD � 9 Z'• AN1��,+
<br /> SPECIFICATION SE['TIQhI�01.3�7�. ♦•S� �F W�S/y/;y'���
<br /> NO :
<br /> 1 . STRAW WATRE/ROIl SHALL BE MANUFACTURED FROM RICE STRAW 1 �' �� °, '��„ O ♦
<br /> A ABLE TUBULAR PLASIIC NETTING OR r 4 y ' y i �' ►
<br /> AND WRAPPED IN BIODEGR D � ►
<br /> SIMILAR ENCASING MATERIAL �, � '� Zeg76 w4 �
<br /> 2. STRAW WATTLE/ROLL INSTALLATION REQUIRES THE PLACEMENT AND INSTAII DRIIlESN#Y C�JL�IERT �v,a, •'�c���° �,tv�
<br /> IF THERE IS�E RO�DSIdE DfTCH ��'sslo E��'`�
<br /> SECURE STAKING OF THE WATTLE/ROLL IN A TRENCH, 3"-5" (VARIES) PRESENT ► ��� �
<br /> DEEP, DUG ON CONTOUR. RUNOFF MUST NOT BE ALLOWED TO RUN
<br /> UNDER OR AROUND WATTLE/ROLL. �'�
<br /> ����C1t����AD � �
<br /> /
<br /> 3. STRAW WATTLE/ROLLS MUST BE PLACED ALONG SLOPE CONTOURS. � / � ��� 30'MiN TYPICAL
<br /> / ��i ��! �
<br /> _ /
<br /> 2 STRAW WATTLES - � _- �""
<br /> �
<br /> F-0.3 NOT TO SCALE � �
<br /> � /� / / / / PERhAEABLE BALLAST TYP SEE
<br /> r / / / / �,� STARID/0lRD SPECIFIC�,TKJN
<br /> � // // � ` ��. SECTION 9-03.9�2)
<br /> .
<br /> 1' MIN t
<br /> p��� ; PLAN APPROVED
<br /> TOP OF DRUM SHALL BE 6" MIN LENGTH AS REQIJIRED 1t10'IVIIN,EXCEPT ��� .�
<br /> ABOVE GRADE MI�Y BE REDUCEDTO 50� MIN FOR PUBLICSER}(ICES � c �I
<br /> RUNOFF WITH SEDIMENT SRES WITH LESSTHAN(3Nf AL�E ; --� _____ �
<br /> PROVIDE SOUD QF EXPC7SED St31L OR APPROVED BY It�SPECTI�R � ��
<br /> CovER � D EROSIO p BLICWORKS pERMIT RESUBMITTAL
<br /> PROViDE 1' MIN DEPTH PLEtCE CaNSTRUCTION GEOTEX�iLE FOR SOIL EPARTMENT
<br /> SUMP AROUND DRUM STABILIZ4TtQN Fk�C3M THE E[XiE t}F THE IXISTING PRO�IDE FUl.L NVIDTH QF WATER
<br /> �`��` ,.--� RQA[}�VAY TQ TFiE COMSTRUCTION ENTF�►NCE,
<br /> A PUB C RKS PERMIT
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