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<br /> RED CEDAR POST
<br /> GENERAL EROSION CONTROL NOTES (PACLAND) / ,/ AS SPECIFIED
<br /> 1. THE DESIGN SHOWN IS BASED UPON THE ENGINEER'S UNDERSTANDING OF THE EXISTING CONDITIONS. THE PLAN tr,
<br /> DOES NOT REPRESENT A DETAILED FIELD SURVEY. THE EXISTING CONDITIONS SHOWN ON THIS PLAN SHEET ARE " /
<br /> BASED UPON THE SURVEY PREPARED BY GROUP 4, DATED 3 28 O5. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING FIELD CONDITIONS PRIOR TO BIDDING THE PROPOSED SITEWORK IMPROVEMENTS. IF CONFLICTS ARE ,
<br /> DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE OWNER PRIOR TO INSTALLATION OF ANY PORTION OF THE SITEWORK WHICH WOULD BE AFFECTED. IF CONTRACTOR DOES NOT ACCEPT EXISTING SURVEY, INCLUDING
<br /> ' TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, HE SHALL HAVE MADE, AT HIS OWN EXPENSE, A
<br /> TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR AND SUBMIT IT TO THE OWNER FOR REVIEW. o I
<br /> 2. CAUTION - NOTICE TO CONTRACTOR /\`,\`, '.\,. .\`.\`.\`.\`.\_,/ `% `/\y\y `%/\`%,\`%' `%\`%\`'
<br /> THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS ANCHOR POSTS .\\�\;/ \\\\�\\�\!�\/\!' \\ �`\ \
<br /> ' — SHOULD T-BAR //,_ /,../.,,//,/i. %\//\/�n i_/\,
<br /> SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, ANCHOR POSTS 8'-0"MAX SPACING2/
<br /> \\ i-
<br /> FENCE POSTS i \ '\/- _
<br /> MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR MUST BE I- I C' \\ COMPACTED EXCAVATED
<br /> COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS BEFORE INSTALLED TO A //\ �� ?` MATERIAL
<br /> ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE DEPTH OF NOT ORANGE MESH /�\ /�\\
<br /> CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN LESS THAN 1/3 M PLASTIC FENCING �/% %j/ij/ij/ij
<br /> I
<br /> ON THESE PLANS. OF THE TOTAL \\\/\\\� COMPACTED SUBGRADE
<br /> HEIGHT OF POST
<br /> i i i i '/ U" ivy/ i r�/ `/- r �i\ i / 15" (2)RED CEDAR RAILS
<br /> 3. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO THE MOST CURRENT APPLICABLE LOCAL, STATE, AND USE 8"WIRE"U"TO AS SPECIFIED
<br /> FEDERAL STANDARDS. SECURE FENCE BOTTOM
<br /> 4. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT-LADEN RUNOFF FROM NOTE: TO BE INSTALLED OUTSIDE OF 25'STEEP SLOPE SETBACK.
<br /> 1 DISCHARGING FROM THE PROJECT SITE. FAILURE BY THE CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED
<br /> TEMPORARY CONTACT PERSON NOTED ON THIS PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 TEMPORARY ORANGE CONSTRUCTION FENCE 1111 SPLIT RAIL FENCE DETAIL
<br /> HOUR BASIS THROUGHOUT CONSTRUCTION AND UNTIL THE PROJECT HAS BEEN COMPLETED AND APPROVED BY NTS NTSCI
<br /> THE GOVERNMENTAL AGENCY WITH JURISDICTION.
<br /> 5. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND
<br /> I UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE BEGINNING OF
<br /> CONSTRUCTION UNTIL ALL CONSTRUCTION IS COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH
<br /> JURISDICTION AND THE SITE IS STABILIZED. .1.3 •
<br /> 3' 3'
<br /> 6. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED AND INSPECTED m
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<br /> BY THE LOCAL JURISDICTION PRIOR TO ANY CLEARING OR CONSTRUCTION TAKING PLACE. DURING CONSTRUCTION, 100'MIN ROCK CHECK DAM N. A'
<br /> NO DISTURBANCE BEYOND THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE \��t (SEE NOTE 2)
<br /> MAINTAINED BY THE OWNER AND/OR CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. W,\ \\ �j
<br /> 7. THE EROSION AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED ADEQUATE A z © I
<br /> BASIC REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS \ Z
<br /> / S I 3 1
<br /> PLAN MAY BE NECESSARY IN ORDER TO MAINTAIN WATER QUALITY. 1 25' } / 0.5' MIN
<br /> 8. FREQUENTALL ION BASISDANDDIMMEDAATON ELYC�FTER EACH RAINFALL,NTROL MEASURES ALL BE AND MAINTAINED AS NECESSARY TOECTED BY THE OR ON NSUREATHEIR 0.75' �/ y
<br /> ��
<br /> CONTINUED FUNCTIONING. ALL SEDIMENT MUST BE REMOVED FROM SILT FENCES, STRAW BALES, SEDIMENT PONDS, KEY ROCK INTO '
<br /> ETC. PRIOR TO THE SEDIMENT REACHING 1/2 ITS MAXIMUM POTENTIAL DEPTH. 0 SWALE 0.25' MIN.
<br /> 1 9. AT NO TIME SHALL CONCRETE, CONCRETE BYPRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER FLOW UNE A� SUMP UPSTREAM
<br /> POLLUTING MATTER BE PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO PLAN •
<br /> DISCHARGE FROM THE PROJECT SITE.
<br /> 10. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED CONSTRUCTION DRAWINGS z R/W TYPICAL CROSS SECTION
<br /> ON SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS.
<br /> 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK TO OBTAIN ALL NECESSARY 1' MIN P.PERMITS FROM THE LOCAL JURISDICTION PRIOR TO COMMENCING ANY WORK WTHIN THE PUBLIC RIGHT-OF-WAY. ' a� Lr--- -1 h 1
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<br /> 12. THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL SECTION 1 (SEE ����FLOW A
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<br /> AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. l X
<br /> 13. THIS APPROVED "TEMPORARY EROSION AND SEDIMENTATION CONTROL PLAN" MUST BE IMPLEMENTED PRIOR TO _ FLOW
<br /> T
<br /> ANY SITE WORK. SEE THE PLANS AND DETAILS FOR FURTHER INFORMATION. -/1) ;o
<br /> 14. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, ''I� ' ' -1---- -- '
<br /> 15.
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<br /> GROUNDWATER OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. V NOTES: I/ ----------------1
<br /> MAXIMUM SLOPES SHALL BE 2:1 HORIZ:VERT FOR FILL SLOPES, AND 2:1 HORIZ:VERT FOR CUT SLOPES. 0 QUARRY SPALLS AS SPECIFIED IN: GRADING REQUIREMENTS KEY ROCK INTO 'f z �I� -- —1
<br /> SECTION 9-13.6 OF THE WSDOT/APWA SIEVE SIZE R PASSING SWALE 0.25' MIN.
<br /> 16. ROCKERIES OR OTHER RETAINING FACILITIES EXCEEDING 4' IN HEIGHT REQUIRE A SEPARATE PERMIT. STANDARD SPECIFICATIONS. 3. 40 5,
<br /> 0R
<br /> I
<br /> 3/4" AR
<br /> 17. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN 0 THE 100'MINIMUM LENGTH SHALL BE LENGTHENED AS NECESSAR10
<br /> Y TO ENSURE MATERIAL IS NOT
<br /> 21 DAYS SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC TRACKED INTO THE PUBLIC RIGHT-OF-WAY.ALTERNATE CONSTRUCTION ENTRANCES WILL DE ALLOWED
<br /> SHEETING ARE ACCEPTABLE ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH. W�APPROVAL QF THE CITY ENGNEER ON A CASE BY CASE BASIS.WHERE PHYSICAL sR NOTE:
<br /> E 1. SUMP BEHIND ROCK CHECK DAM SHALL BE INSPECTED DAILY. AND CLEANED
<br /> CONDITIONS AND SIZE DICTATE WHEN COLLECTED DEBRIS EXCEEDS 1/2 OF ITS DEPTH.18. SLOPE STABILIZATION. CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE �3 EXISTING DRIVEWAY RAMP,OR SITE ACCESS ROAD 15'WIDE MIN.MATERIAL MUST BE EQUAL TO a
<br /> EROSION. ROUGHENED SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES. INTERCEPTORS SHOULD BE OR BETTER THAN SPECIFIED IN NOTE I. SECTION A—A a
<br /> CONSTRUCTED AT THE TOP OF LONG, STEEP SLOPES WHICH HAVE SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE
<br /> RUNOFF. CONCENTRATED RUNOFF SHOULD NOT BE ALLOWED TO FLOW DOWN THE FACE OF A CUT OR FILL SLOPE 1 X CITY OF EVERETT 4-19-1996 10-27-19901 jj- CITY OF EVERETT 1
<br /> o UNLESS CONTAINED WITHIN AN ADEQUATE CHANNEL OR PIPE SLOPE DRAIN. WHEREVER A SLOPE FACE CROSSES A PUBLIC WORKS TEMPORARY dote date •INTERCEPTOR DITCH WITH ="'"='-. PUBLIC WORKS
<br /> WATER SEEPAGE PLANE, ADEQUATE DRAINAGE OR OTHER PROTECTION SHOULD BE PROVIDED. IN ADDITION, ,''s'1 ENGINEERING&PUBLIC CONSTRUCTION ENTRANCE 208 210B ROCK CHECK DAM , ENGINEERING&PUBLIC 4
<br /> I
<br /> z SLOPES SHOULD BE STABILIZED IN ACCORDANCE WITH ITEM (17) ABOVE. • SERVICES DEPARTMENT number number
<br /> SERVICES DEPARTMENT
<br /> 19. STORM DRAIN INLET PROTECTION. ALL STORM DRAIN INLETS MADE OPERABLE DURING CONSTRUCTION SHALL BE
<br /> o PROTECTED SO THAT STORMWATER RUNOFF SHALL NOT ENTER THE CONVEYANCE SYSTEM WITHOUT FIRST BEING
<br /> FILTERED OR OTHERWISE TREATED TO REMOVE SEDIMENT. TEMPORARY CONSTRUCTION ENTRANCE ID INTERCEPTOR DITCH WITH ROCK CHECK DAM
<br /> w 20. ADDITIONAL TESC MEASURES ARE TO BE IMPLEMENTED IMMEDIATELY IF FIELD OBSERVATIONS INDICATE NTS Nrs CI
<br /> i INADEQUATE TESC PERFORMANCE.
<br /> .
<br /> No. Date. By Revision Description Destined w, IeeQe Date: 0FREY* �, ,,A a... ....
<br /> a 02/14/06 PACLAND ISSUE FOR REVIEW SIP ���ep4.A�r"ro2� 2 �_
<br /> fr 2 7/11/06 PACLAND RESUBMITTAL Dre iiBy 02/14/O6 a 9 mm .. C32-1 INTERAIR
<br /> PERMIT µ� y COMMERCE CENTER EROSION AND SEDIMENTATION D-1.4
<br /> 8/15/06 PACLAND ISSUE FOR PERMIT JKG �. • CONTROL NOTES AND DETAILS
<br /> ,LIB
<br /> Checked Project"°' eA`NTea�o�� ( EVERETT, WASHINGTON
<br /> I
<br /> 3 49S/ONA4 z __- 11235 SE 6BI St T 4 453-850I
<br /> PJM 2005024.003 Sups 220 F(425)453-82oe
<br /> I MIRES Izles! I Bellevue,WA 98004 www.PAdAromN
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