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GENERAL NOTES TEMPQRARY EROSION CONTROL GENERAL NOTES
<br /> 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE IMTH THE 1998 WSDOT STANDARD SPECIFlCAl10NS AND THE t. ALL ENVIRONMENTALLY SENSIIIVE AREAS AND THEIR BUFFERS SHALL BE FLAGGED FOR EASY IDENTIFlCATION S H E E T I N D E X
<br /> CITY OF EVERETT STANDARDS. BEFORE CLEARING TAKES PLACE. AFTER THESE AREAS ARE fLAGGED AND CLEARING LIMITS ARE APPROVED, PROJECT ENGINEERING
<br /> AN AREA WIDE ENOUGH TO INSTALL A SILT FENCE AT THE CLEARING LIMITS, BY HAND OR BY MECHANICAL S I TE
<br /> 2. THE CONTRACTOR IS RESPONSIBLE FOR HAVING THEIR OWN COPY OF THE ABOVE STANDARDS FOR REFERENCE. METHODS, MAY BE CLEARED. THE TOP OF THE SILT FENCE SHALL BE REFLAGGED AFTER INSTALLA�ION. IF C� .1 C 0 VE R S H E E T 111 MAIN STREET, SUITE 106
<br /> A SILT FENCE IS NOT REQUIRED, THE AREA SHALL BE DELINEATED USING AN ORANGE BARRIER. EDMONDS, WASHINGTON 98020
<br /> 3. APPROVAL OF THIS GRADING PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUC110N PNONE (425) 778-8500
<br /> (E.G. DRAINAGE, DOMESIIC WATER, SEWER, GAS, ELECTRICAL, ETC.). 2. ALL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED, OPERAl10NAL, AND INSPECTED 8Y C 2. 1 TE S C �C G R A D I N G P L A N MADISON ST FAX (425) 778-5536
<br /> THE PUBLIC WORKS INSPECTOR PRIOR TO INIT1AT10N OF CLEARING AND GRUBBING OPERATIONS. D J
<br /> 4. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY A PRECONSTRUCTION MEETING MUST BE HELD BETWEEN THE
<br /> PERMITIING AGENCY'S INSPECTOR, THE APPLICANT, AND THE APPLICANT'S CONSTRUCTION REPRESENTA�IVE. 3. WHERE POSSIBLE, NATURAL VEGETATION SHALL BE MAINTAINIED FOR EROSION AND SEDIMENT CONTROL �
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<br /> 5. A COPY OF TNESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. AS CONSTRUC�ION PROGRESSES AND SEASONAL CONOITIONS DICTATE, THE EROSfON CONTROL FACILJTIES SHALL BE � � c� <c,
<br /> MAINTAINEO AND/OR ALTERED AS REQUIRED TO ENSURE CONTINUING EROSION/SEDIMENT CONTROL. c� � 75TH ST � SE 0
<br /> 6. CONSTRUCTION NOISE SHALL BE LIMITED AS PER CITY OF EVERETT ORDINANCE; NORMALLY THIS IS 7 A.M. TO 10 P.M. 5. ALL TEI�PORARY EROSION AND SEDIMENT CONTROL BMPS SHALL BE MAINTAINED MONTHLY, OR FOLLOWING EACH RUNOFF- ' ,� z PARK DR �
<br /> WEEKDAYS AND 8 A.M. TO 6 P.M. ON WEEKENDS AND STATE RECOGNIZED HOLIDAYS. COSNTRUCTION CONTRACTORS ARE -
<br /> RESPONSIBLE FOR NOTIFYING SUBCONTRACTORS OF THE CITY'S NOISE REGULATIONS. PRODUCING STORM, TO ENSURE PROPER OPERATION OF ALL EROSION AND SEDI�IENT C(kJTROL FACILIIIES. BEVERLY��.�. `" � 'Qq
<br /> 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMIENTS NECESSARY 6. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN SIZE, NOR LOCATION OF PERMANENT PIPES, LAKE /��F�
<br /> BEFORE INITlAT1NG OFF-SITE WORK WITHIN THE ROAD RIGHTS-OF-WAY. RESTRICTORS, OR DETENTIQN FACIUTIES; BUT IS AN APPROVAL OF EROSION AND SEDIMENT CONTROL FACILITIES. O .Q
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<br /> g. FRANCHISED UT1LITlES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THES� APPROVED PLANS SHALL NOT 8E 7• 1HE PUBLJC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING Of MUD AND DEBRIS FROM THE SITE WILL NOT BE �,\�� BEVERLY PARK
<br /> CONSTRUCTED UNLESS AN APPROVED SET Of PLANS THAT MEET ALL REQUIREMENTS SET FORTH BY THE CITY OF EVERETT ALLOWED. FAILURE TO COMPLY WI1H THIS CONDIIION WILL RESULT IN ALL WORK BEING STOPPED. �,P �j S
<br /> ARE SUBMITTED TO THE CITY THREE DAYS PRIOR TO CONSTRUCTION. g, THE WASHINGTON STATE CLEAN AIR ACT REQUIRES 1HE USE OF ALL KNOWN, AVAILABLE, AND REASONABLE MEANS HWY 526 � N �.���oF � k�p�
<br /> 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE OF CONTROWN6 AIR POLLUTION, INCLUDING DUST. DUST CAN BE CONTROLLED BY WETTING EXPOSED SOILS, WASHING S7 T28N R5E '�� �a �
<br /> TRUCK WHEELS BEFORE THEY LEAVE THE SITE, AND INSTAWNG AND MAINTAINING ROCK CONSTRUCTION ENTRANCES. �°
<br /> EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF 1HE PUBLIC, FlNES FROh�OTHE DEP RTMENT OF ECOLOGY OR THE PUGE�T S�OU DAAIR POLLU110NNCONTROL AGENCOtY1.T CAN TRIGGER VI CI N I TY M AP �
<br /> AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONIRACTOR. ANY
<br /> WORK WITHIN 11iE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AT LEAST ONE /� o,�, �� am2 ��
<br /> FLAGGER FOR EACH LANE OF TRAFFIC AFFECTED. ALL SECTIQNS OF THE WSDOT STANDARD SPECIFlCATIONS 1-07.23 - �./' � NTS �S, GISTEg ��
<br /> 9. EVERY EFFORT SHALL BE MADE TO CLOSE U1ILJTY LINES BY THE END OF 1HE DAY AND MATERIAL EXCAVATED DURING .Q SI �1
<br /> TRAFFlC CONTROL, SHALL APPLY. UNDERGROUND UTiLJTY CONSTRUC110N SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES (WHERE CONSISTENT WITH
<br /> ONAL
<br /> SAFETY AND SPACE CONSIDERATIONS). EXPIRES:11 07/00 S/y/'�'
<br /> 10. TNE FlLTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER TO AVOID THE
<br /> USE OF JOINTS. WHEN JOINTS ARE NECESSARY, THE FlLTER FABRIC SNALL BE SPLICED TOGETHER ONLY AT A SUPPORT
<br /> POST, WITH A MINIMUM 6 INCH OVERLAP, AND 80TH ENDS SHALL BE SECURELY FASTENED TO THE POST. CUT/FILL �UANTITIES
<br /> 11. POSTS SHALL BE SPACED A MAXIMUM OF 6 FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMU�I OF 30 INCHES THE FOLLOWIi�1G QUANTITIES ARE FOR
<br /> (wHERE PHYs�ca�Y Pos�g�). AGENCY REVIEW PURPOSES AND SHOULD
<br /> 12. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 8 INCHES WIDE AND 12 INCHES DEEP ALONG THE LIN� OF POSTS AND UPSLOPE
<br /> NOT BE USEU FOR BIDDING.
<br /> FR01� 1HE BARRIER. THE TRENCH SHALL BE CONSTRUCIED TO FOLLOW THE CONTOUR. 20 INCHES OF THE FlLTER FABRIC SHALL
<br /> EXTEND INTO THE TRENCH AND THE TRENCH SHALL BE BACKFILLED WITH COMPACTED NATIVE SOILS MATERIAL CUT: 5,500 CY
<br /> FILL: 14,000 CY
<br /> 13. THE FlLTER FABRIC FENCE SHALL NOT EXTEND MORE TNAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. FlLTER FABRIC NET FILL: 8,�00 CY
<br /> SHALL NOT BE STAPLED TO EXISTING TREES.
<br /> 14. WHEN SLIT RLM FABRIC IS USED, A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE z
<br /> POSTS USING HEAVY-DUTY WIRE STAPLES AT LEAST 1 INCH LONG, 11E WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE �
<br /> TRENCH A MINIMUM OF 4 INCHES. SLIT FlLM FlLTER FABRIC SHALL BE WIRED TO THE FENCE. �
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<br /> 15. WHEN EX1RA-STRENGTH OR MONOFILAMENT FABRIC IS USED, 1NE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. IN THIS CASE, v
<br /> THE FlLTER FABRIC IS STAPLED OR W1RED DIRECTLY TO T}IE POSTS. EXTRA CARE SHOULD BE USED WHEN JOINING OR OVERLAPPING �
<br /> THESE STIFFER FABRICS. o
<br /> ELEVATION DATUM-CITY OF EVERETT w
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<br /> BENCH MARK-CITY OF EVERETT BENCH
<br /> MARK N0. 'u018, = BRASS DISK SET Y
<br /> AT TOP OF CURB � NE QUAD OF INTERSECTION �
<br /> QF TTERE4':: RR. AND EVEKGREE�! �YAY Q
<br /> BENCH MAfiI( ELEVATlON=463.38 �
<br /> CONTOUR Ih1TERVAL-1 FOOT DESIGN: JSH
<br /> DRAWN: CWK
<br /> LEGAL DESCRIPTION CHECK: JSH
<br /> LOTS 3 THROUGH 1', INCLUSIIiE, BLOCK 6, BEVERLY HILLS DIVISlON N0. 1, ACCORDING TO THE JOB NO: 99022.20
<br /> PLAT 1HEREOF, RECORDED IN VOLUME 10 OF PLATS, PAGES 76 AND 77, RECORDS OF SNOHOMISH
<br /> COtJNTY, WASHINGTQN; DATE: 5/4/99
<br /> TOGETHER WITH THE EAST 42.00 FEET OF LOT 13, BLOCK 6 OF SAID PLAT,• AND TOGETHER IMTH
<br /> 1HE EAST 42.00 FEcT AND THE SOUTH 3200 FEET OF LOT 12, BLOCK 6 OF SAID PLAT,•
<br /> EXCEPT THE EASTERLY 5 FEET OF LOTS 3 1HROU6H 7 THEREOF CONVEYED TO THE CITY OF
<br /> EVERETT BY AUDITOR'S FILE N0. 9601180064.
<br /> SITUATE IN THE CO(,�NTY OF SNOHOMISH, STATE OF WASHINGTON.
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