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SE 1/4, SE 1/4, SEC 18, TWP 28N, RNG 4E, W.M. 5
<br /> DWG INDEX: GENERAL ENGINEERING NOTES: pit
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<br /> X 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE EVERETT STORAGE FACILITY (--..,'I �_a = o:oCURRENT CITY OF EVERETT CODE, DESIGN & CONSTRUCTIONa�;
<br /> STANDARDS AND SPECIFICATIONS FOR DEVELOPMENT AND WASHINGTON .-o NBURLEY DR. , N1 a,o
<br /> STATE DEPARTMENT OF TRANSPORTATION/AMERICAN PUBLIC WORKS - o-._. L o
<br /> ASSOCIATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND PCE NOTES: ' `� _ 196TH STTSSE N
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<br /> MUNICIPAL CONSTRUCTION (WSDOT/APWA). CITY OF EVERETT STORM DRAINAGE NOTES: I
<br /> °' "' aF 1. EXISNG UTILIES AND UNDERGROUND STRUCTURES SHOWN ON THE 96THPL SE-- l
<br /> PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS N v
<br /> 2. A FORMAL `REVISION TO APPROVED PLANS" MUST BE OBTAINED PRIOR 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED Q
<br /> AND/OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED, TESTED, AND Q �,
<br /> TO ANY CONSTRUCTION THAT IS IN NONCONFORMANCE WITH THE I I 1 L
<br /> OWNERS OR OFFICIALS ACCEPTED BY THE CITY OF EVERETT. }
<br /> CONSTRUCTION PLANS, EXCEPT INSIGNIFICANT CHANGES AUTHORIZED BY AND/OR DATA OBTAINED VERBALLY FROM , JORDAN RD.
<br /> ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNERloom PL SE w cl.14 .'''
<br /> THE INSPECTOR AS A FIELD CHANGE. NOR THE ENGINEER GUARANTEE THE ACCURACY OR COMPLETENESS 2 STANDARDS AND STANDARDHSPECIIFIICATIIONSTOFTWSDOIT/ OFAVERETT 3 I �� N
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<br /> OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR
<br /> 3. CONSTRUCTION DETERMINED TO BE IN NONCOMPLIANCE WITH THE3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED EMUS)• .RD
<br /> IMPROPER LOCATIONS OR FAILURE TO SHOW UTILITY LOCATIONS ON f ��\
<br /> CONSTRUCTION PLANS, GOVERNING STANDARDS, SPECIFICATIONS, OR
<br /> FROM AVAILABLE RECORDS AND ARE SHOWN FOR CONVENIENCE. THE `
<br /> THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT N N^
<br /> CITY OF EVERETT CODE MUST BE FIELD CORRECTED PRIOR TO CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS -• /'' f''a
<br /> - AS-BUILT APPROVAL AND MAY RESULT IN REVOCATION OF PROJECT AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES SHOWN. IF N.1SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE
<br /> PERMITS, PLAN APPROVAL AND BOND FORECLOSURES. COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE P.m, 6
<br /> DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY
<br /> CONSTRUCTION. CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR /\ VICINITY MAP
<br /> 4. APPROVED CONSTRUCTION PLANS, EVERETT DESIGN STANDARDS AND TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT.
<br /> WSDOT/APWA SPECIFICATIONS AND STANDARD PLANS MUST BE KEPT 2. IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN NOT TO SCALE
<br /> AVAILABLE ON THE CONSTRUCTION SITE AT ALL TIMES. SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREEXISTING EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR
<br /> SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE TO STARTING CONSTRUCTION. 0
<br /> 5. CITY OF EVERETT CONSTRUCTION APPROVAL IS LIMITED TO THAT OVER z
<br /> WHICH IT HAS AUTHORITY. THE OWNER MAY NEED APPROVALS FROM PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OF 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED `DUMP NO ARCHITECT: OWNER/DEVELOPER: z W
<br /> JURISDICTIONS OTHER THAN CITY OF EVERETT, AND ARE THE OWNER'S AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE WASTE, DRAINS TO STREAM, LAKE, RIVER, PUGET SOUND OR STRICKER, CATO, MURPHY ARCHITECTS, P.S. INVESTMENT DEVELOPMENT CORPORATION ..- ti)
<br /> E RESPONSIBILITY TO OBTAIN THEM PRIOR TO CONSTRUCTION. ORDINARILY ENCOUNTERED AND GENERALLY RECOGNIZED AS WETLAND." CHOOSE APPROPRIATE FEATURE FOR THE PROJECT. 311 FIRST AVE. S., SUITE 300 5729 LAKEVIEW DR. NE, #200 3 Z
<br /> INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE SEATTLE, WA 98104 KIRKLAND, WA 98033 a
<br /> 6. CONSTRUCTION OF STORM DRAINAGE SYSTEM, WATER QUALITY CONTRACT. THE CONTRACTOR AND/OR THE OWNER SHALL MAKE NO CITY OF EVERETT SANITARY SEWER NOTES: CONTACT: MR. ROBIN MURPHY, AIA CONTACT: JEFF NORRIS Lu
<br /> TREATMENT, TEMPORARY EROSION AND SEDIMENT CONTROL, AND CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK PH: (206) 324-4800 PH: (425) 485-2266 $1.
<br /> POLLUTION SOURCE CONTROL BEST MANAGEMENT PRACTICES BMP RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CITY OF EVERETT
<br /> SHALL BE CONSISTENT WITH GUIDELINES IN THE CITY OF EVERETT) APPROVED THE WORK IN WRITING. (WSDOT SECTION 1-04.7) STANDARDS AND WSDOT/APWA STANDARD SPECIFICATIONS. z 0
<br /> STORM WATER MANAGEMENT MANUAL. 2. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED ENGINEER: SURVEYOR: o
<br /> 3. THE CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN TESTED, INSPECTED, DECKER CONSULTING ENGINEERS SITE SURVEY & MAPPING, INC. N
<br /> 7. ALL WORK PERTAINING TO THIS PROJECT SHALL BE SUBJECT TO LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND SHALL AND APPROVED BY THE CITY INSPECTOR. 911 WESTERN AVE. SUITE 301 10115 214TH AVE NE 3 N-
<br /> _ INSPECTION BY THE CITY INSPECTOR OR HIS DESIGNATED NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES SEATTLE, WA, 98104 REDMOND, WA 98053 LV N
<br /> REPRESENTATIVE. PRIOR TO ANY SITE WORK, THE CONTRACTOR SHALL IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINEDFROM CONTACT: JAY DECKER P.E. CONTACT: THOMAS N. WOLDENDORP o
<br /> CONTACT THE CITY INSPECTOR TO SCHEDULE A PRE-CONSTRUCTION MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE CONTRACTOR AVAILABLESHALL RECORDS AND ARE SHOWN RFOR CONVENIENCE. THE
<br /> BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS PH: (206) 403-0933 PH: (425) 298-4412
<br /> CONFERENCE. UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL AND TO AVOID DAMAGE TO ANY ADDITIONAL UTILITIES NOT SHOWN. IF LLI
<br /> GIVE INDIVIDUAL NOTICE TO THAT UTILITY. (WSDOT SECTION 1-07.17 CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION,
<br /> THE
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<br /> 8. FOR MAJOR DEVELOPMENTS OR IF GRADING OVER 5,000 CUBIC YARDS, APWA SUPPLEMENT) CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR ANDANY SHEET INDEX �" Z
<br /> CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR C7 W
<br /> PRIOR TO ANY SITE DISTURBING ACTIVITY INCLUDING CLEARING, TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. (�
<br /> LOGGING OR GRADING, THE SITE CLEARING LIMITS AS SHOWN ON THESE 4. THE CONTRACTOR SHALL TAKE REASONABLE PRECAUTIONS AND C1.1 COVER SHEET 1.14
<br /> PLANS SHALL BE LOCATED AND FIELD IDENTIFIED BY THE PROJECT EXERCISE SOUND ENGINEERING AND CONSTRUCTION PRACTICES IN 4. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN O . T co
<br /> EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE PRIOR I-- o
<br /> D SURVEYOR OR ENGINEER. THE PROJECT SURVEYOR OR ENGINEER'S CONDUCTING THE WORK. THE CONTRACTOR SHALL PROTECT TO STARTING CONSTRUCTION. C1.2 EAST GRADING AND UTILITY PLAN
<br /> NAME AND TELEPHONE NUMBER ARE EXISTING PUBLIC AND PRIVATE UTILITIES FROM DAMAGE DURINGct (�i N
<br /> _JAY DECKER P.E. 206-403-0933_ . CONSTRUCTION. IF EXISTING UTILITIES ARE DAMAGED, THE C1.3 WEST GRADING AND UTILITY PLAN W W No
<br /> CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND THE
<br /> 9. FOR MAJOR DEVELOPMENTS, GRADING OVER 5,000 CUBIC YARDS, OR ENGINEER. THE CONTRACTOR SHALL RESTORE THE UTILITY TO ITS
<br /> TOPSOIL NOTE: CITY BMP 12.20 / DOE BMP T5.13 - POST-CONSTRUCTION SOIL C1.4 TEMPORARY EROSION/SEDIMENTATION CONTROL PLAN Z
<br /> NEW PUBLIC ROAD CONSTRUCTION, ENGINEERED OR SURVEYED EXISTING CONDITION. (WSDOT SECTION 1-07.17 APWA SUPPLEMENT). CX le•.. W
<br /> QUALITY AND DEPTH ALL LANDSCAPED AREAS ON THE SITE MUST BE TREATED
<br /> AS-BUILT RECORD DRAWINGS ARE REQUIRED PRIOR TO FINAL THE CONTRACTOR IS RESPONSIBLE FOR THE MEANS AND METHODS WITH IMPORTED TOPSOIL AS DISCUSSED BELOW: C1.5 NOTES & DETAILS V L
<br /> INSPECTION APPROVAL OR PERMANENT CERTIFICATE OF OCCUPANCY. OF CONSTRUCTION FOR DESIGNS SHOWN ON THESE PLANS. O
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<br /> OPTION 3 - IMPORT TOPSOIL MEETING ORGANIC MATTER CONTENT STANDARDS:
<br /> 10. NATIVE GROWTH PROTECTION AREA IS TO BE LEFT PERMANENTLY 5. WHERE THE PLANS CALL FOR UTILITIES TO BE RELOCATED BY SCARIFY OR TILL SUBGRADE IN TWO DIRECTIONS TO 6 INCHES DEPTH. ENTIRE
<br /> - UNDISTURBED IN A SUBSTANTIALLY NATURAL STATE. NO CLEARING, OTHERS, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANY AND SURFACE SHOULD BE DISTURBED BY SCARIFICATION. DO NOT SCARIFY WITHIN 0\
<br /> GRADING, FILLING, BUILDING CONSTRUCTION OR PLACEMENT, OR ROAD COORDINATE HIS WORK SO AS TO AVOID CONFLICTS. DRIP LINE OF EXISTING TREES TO BE RETAINED.
<br /> CONSTRUCTION OF ANY KIND SHALL OCCUR, EXCEPT REMOVAL OF WITHIN STORMWATER DRAINAGE SYSTEM LOCATIONS OR LANDSCAPED AREAS (10 LEGAL DESCRIPTION
<br /> HAZARDOUS TREES, OR THE ACTIVITIES ALLOWED BY CODE FOR UTILITY 6. ALL EXCAVATION, TRENCHING, SUBGRADE PREPARATION, FILL PERCENT ORGANIC CONTENT) - USE IMPORTED TOPSOIL MIX CONTAINING 10
<br /> CROSSING, FENCES, AND SHOWN ON THE CONSTRUCTION PLANS PLACEMENT AND COMPACTION AND ALL SOIL WORK IN GENERAL LOTS 1 AND 2 OF CITY OF EVERETT BINDING SITE PLAN # 1571-3-88
<br /> APPROVED BY THE CITY. SHALL BE CONDUCTED IN COMPLIANCE WITH THE RECOMMENDATIONS PERCENT ORGANIC MATTER (TYPICALLY AROUND 40 PERCENT COMPOST). SOIL RECORDED UNDER AUDITOR'S FILE NUMBER 8901100121, SAID LOTS BEING o
<br /> OF THE PROJECT SOIL ENGINEER AND THE CURRENT GEOTECHNICAL PORTION MUST BE SAND OR SANDY LOAM AS DEFINED BY THE USDA. PLACE 3 A PORTION OF LOT B OF CITY OF EVERETT SHORT SUBDIVISION RECORDED
<br /> 11. PRIOR TO INITIATION OF SITE WORK, HIGHLY VISIBLE MARKERS SUCH AS ENGINEERING REPORT. INCHES OF IMPORTED TOPSOIL MIX ON SURFACE AND TILL INTO 2 INCHES OFII
<br /> SOIL. PLACE 3 INCHES OF TOPSOIL MIX ON THE SURFACE. RAKE SMOOTH AND UNDER AUDITOR'S FILE NUMBER 8606110100 BEING A PORTION OF THE
<br /> BRIGHT ORANGE BARRIER FENCING OR FLAGGING SHALL BE USED TO
<br /> IDENTIFY NGPA BOUNDARIES. PRIOR TO RECORDING, ALL NGPA'S SHALL 7. ENGINEERING DESIGN AND APPROVAL FOR STRUCTURES SUCH AS REMOVE SURFACE ROCKS OVER 2 INCHES DIAMETER. MULCH PLANTING BEDS SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 18
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<br /> BE CLEARLY AND PERMANENTLY MARKED ON THE PROJECT SITE. WALLS AND VAULTS MUST BE PREPARED BY THE APPROPRIATE WITH 2 INCHES OF ORGANIC MULCH. TWONSHIP 28 NORTH, RANGE 5 EAST, W.M., RECORDS OF SNOHOMISH
<br /> SIGNS SHALL BE PLACED NO GREATER THAN 100 FEET APART AROUND PROFESSIONAL ENGINEER AND IS NOT A PART OF THESE PLANS. WITHIN LAWN AREAS (5 PERCENT ORGANIC CONTENT) - USE IMPORTED TOPSOIL COUNTY, WASHINGTON �-
<br /> THE PERIMETER OF THE NGPA. MIX CONTAINING 5 PERCENT ORGANIC MATTER (TYPICALLY AROUND 25 PERCENT w c6
<br /> 8. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING PROFESSIONAL COMPOST). SOIL PORTION MUST BE SAND OR SANDY LOAM AS DEFINED BY THE BASIS OF BEARINGS: W
<br /> 12. ALL SITE WORK SHALL COMPLY WITH THE CONDITIONS AND LAND SURVEYOR TO REFERENCE EXISTING MONUMENTS ON OR USDA. PLACE 3 INCHES OF IMPORTED TOPSOIL MIX ON SURFACE AND TILL INTO
<br /> REQUIREMENTS OF THE CITY ADMINISTRATIVE DECISION OR THE HEARING ADJOINING SITE PREVIOUS TO DEMOLITION OR CONSTRUCTION AND TO 2 INCHES OF SOIL. WATER OR ROLL TO COMPACT SOIL TO 85 PERCENT A BEARING OF N C1'57'10" E FOR 19TH AVENUE SE BASED ON
<br /> EXAMINER'S DECISION DATED ACCEPTED
<br /> BE RE-ESTABLISH SAID POINTS AT PROJECT COMPLETION. THIS MAXIMUM. RAKE TO LEVEL, AND REMOVE SURFACE ROCKS LARGER THAN I INCH FOUND MONUMENTS. Df
<br /> RE-ESTABLISHMENT SHALL BE DOCUMENTED BY RECORD OF SURVEY IN � w,, ,�f4,
<br /> 13. MONUMENTS AND PROPERTY CORNERS SHALL BE PROTECTED FROM OR CORNER RECORD AS DESCRIBED IN W.A.C. 332-120. DIAMETER. 4,0,,
<br /> DISTURBANCE DURING CONSTRUCTION. A LICENSED SURVEYOR SHALL VERTICAL DATUM: <4ey44
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<br /> OBTAIN A PERMIT FOR THE REMOVAL OR REPLACEMENT OF ANY R/W ADDITIONAL INFORMATION ON SOIL DEPTH: /,
<br /> MONUMENTS, SURVEY MONUMENTS, OR PROPERTY CORNERS IN AFTER DETERMINING THE ELEVATION TO WHICH A SITE MUST BE GRADED FOR ELEVATIONS SHOWN ON THIS DRAWING WERE DERIVED FROM INFORMATION ''�� 1
<br /> ACCORDANCE WITH STATE LAW AND WAC 332-120 PRIOR TO ANY CITY OF EVERETT WATER NOTES: DRAINAGE AND OTHER REASONS, ESTIMATION OF THE CHANGES IN SOIL DEPTH PROVIDED BY SNOHOMISH COUNTY. �4*
<br /> DISTURBANCE TO THE CORNER. THE POINTS TO BE PROTECTED OR AND HEIGHT NEED TO BE CALCULATED. A FINAL GRADE OF THE SOIL SHOULD io,',i Jit
<br /> 1. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY RANGE BETWEEN ONE-HALF INCH AND 2 INCHES BELOW THE ELEVATION OF POINT ID NO. 1079; THE MARK IS A REBAR AND ALUMINUM CAP SET IN
<br /> REPLACED SHALL BE LOCATED BY THE PROJECT SURVEYOR OR
<br /> MEANS OF AND APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO SIDEWALKS, DRIVEWAYS, AND OTHER IMPERVIOUS SURFACES ON THE SITE. CURB SOUTH OF SITE ON 19TH AVENUE.
<br /> ENGINEER AND SHOWN ON THE CONSTRUCTION PLANS. SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF THE DIFFERENCE IN VOLUME OF THE DENSE VERSES THE LOOSE SOIL CONDITION ELEVATION: 484.86 FEET NAVD 88
<br /> SATISFACTORY BACTERIOLOGICAL TEST RESULT.
<br /> LS -- � �''� r 2. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE IS DETERMINED BY THE "FLUFF FACTOR" OF THE SOIL. THE FLUFF FACTOR OF a. $ _
<br /> B � ° .5.)or CITY UTILITIES DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE CITY COMPACTED SUBSOILS IN THE PUGET SOUND AREA TENDS TO BE BETWEEN 1.3 o Q
<br /> � m rem"), AND 1.4. ROTOTILLING TYPICALLY PENETRATES THE UPPER 6 TO 8 INCHES OF
<br /> UTILITIES DEPARTMENT SHALL BE GIVEN AT LEAST 5 BUSINESS DAYS o o v
<br /> �, 7� ®�/• NOTICE FOR EACH CONNECTION. THE CITY UTILITIES DEPARTMENT SHALL THE EXISTING SOIL. ASSUMING ONLY A 6-INCH DEPTH IS ACHIEVED, THIS DEPTH
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<br /> �° � las a f6v THEREAFTER DETERMINE THE DATE AND TIME AT WHICH THE ADJUSTED BY THE FLUFF FACTOR WILL CORRESPOND TO A 7.8- TO 8.4-INCH
<br /> CONNECTION SHALL BE MADE. DEPTH OF LOOSE SOIL. THIS LOOSE VOLUME WOULD THEN BE AMENDED AT A 2:
<br /> 3. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT I RATIO OF LOOSE SOIL TO COMPOST, CORRESPONDING TO AN IMPORTED
<br /> STANDARDS. AMENDMENT DEPTH OF APPROXIMATELY 4 INCHES FOR THIS EXAMPLE. IN THE 5.:
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<br /> LOOSE STATE, BOTH THE SOIL ��G�_!4y'� e. W L. Q
<br /> 4. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR AND COMPOST HAVE A HIGH PERCENTAGE OF PORE SPACES (VOLUME OF TOTAL Y o is. Z
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<br /> TO THE START OF CONSTRUCTION. THE CITY BE EVERETT ENGINEERING SOIL NOT OCCUPIED BY SOLIDS). THE RESULTING CHANGE IN ELEVATION MUST L4 Q a ° lu
<br /> DEPARTMENT CONSTRUCTION DIVISION MUST NOTIFIED AT LEAST 24 &O.p � � o
<br /> HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. ACCOUNT FOR COMPOST SETTLING INTO VOID SPACES OF THE LOOSE SOIL
<br /> (ASSUME "
<br /> 5. THE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL 15 PERCENT OF THE SOILS' VOID SPACES BECOME OCCUPIED BY COMPOST C I v,1?kw
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<br /> NOTIFY THE CITY UTILITIES DEPARTMENT OF A PERSON WHO CAN BE PARTICLES). AFTER COMPOST INCORPORATION, THE AMENDED SITE WILL UNDERGO W
<br /> CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 )
<br /> HOUR BASIS. SOME DEGREE OF COMPACTION BY THE ROLLING PROCEDURE AND THE WEIGHT a a IQ
<br /> OF THE SOIL ITSELF. ASSUME A COMPRESSION FACTOR OF 1.15 FOR SOILS WITH
<br /> 6. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES A 1.3 FLUFF FACTOR AND 1.2 FOR SOILS WITH A 1.4 FLUFF FACTOR (15 TO 20
<br /> VERTICAL SEPARATION BETWEEN POTABLE AND NON-POTABLE PGS 6aoS-oi
<br /> CONVEYANCE SYSTEMS. PERCENT OF THE SOILS' VOID SPACES WILL BECOME OCCUPIED BY COMPOST PLANS APPROVED PARTICLES.)
<br /> 7. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY CITY UTILITIES _�,�
<br /> A DEPARTMENT PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, THE RESULTING CHANGE IN ELEVATION FOR A SITE AMENDED TO 6-INCH .. 7 „ 5 o 5.: - >- =
<br /> SHALL BE ACCESSIBLE AT ALL TIMES. DEPTH WILL BE APPROXIMATELY 3 INCHES. PUBLIC SERVICES •r . ,��, z 2 W
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<br /> ENGINEER TO STARIIN G ANr :;ONSTR;�CTION ON THIS
<br /> « PROJECT. APPRO..iH.P T;115 ,'ROJECT IS
<br /> CONDITIONAL PER CI'
<br /> RENT STANDARDS
<br /> AND EXPIRES 2 3 I tJN..TSS PERMIT Cal 2 Walking Days Before You Dig SHEET
<br /> firr1 �-- FOR CONS TRUC�'nN HAS BtEN ISSUED 1-800-424-5555 Cl.
<br /> MeeUnderworld rld Location Carder
<br /> x 1 2 9606 19th Ave SE, Bldg A & B - Civil Plans - PW1208-012 1 5 � 6 1 7 aD�rrND,ORWw
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