|
SW 1/4, NW 1/4, SEC.20, T.28N., R.05E., W.M. •
<br /> GENERAL CONSTRUCTION NOTES STANDARD NOTES CITY OF EVERETT, SNOHOMISH COUNTY, WA
<br /> I. SEE TESC & GRADING PLAN (SHEET 2) FOR DESCRIPTION OF EXISTING 1. APPROVAL OF THIS EROSION/SEDIMENTATION CONTROL (ESC) PLAN DOES NOT
<br /> FEATURES ON THE SITE CONSTITUTE AN APPROVAL OF PERMANENT ROAD'OR DRAINAGE DESIGN (E.G.
<br /> SIZE AND LOCATION OF ROADS, PIPES, RESTRICTORS, CHANNELS, RETENTION
<br /> 2. THE CONTRACTOR SHALL BE RESPONSIBLE UNDER THIS CONTRACT FOR . FACILITIES, UTILITIES).
<br /> DEMOLITION OF THE EXISTING SITE FEATURES WHICH ARE TO BE REMOVED
<br /> INCLUDING, BUT NOT LIMITED TO, ASPHALT, SIDEWALK, CURB & GUTTER, 2• THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION,
<br /> LANDSCAPE FEATURES, APPLICABLE UTILITY CONNECTIONS, ETC. CONTRACTOR MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS
<br /> THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL
<br /> IS ALSO RESPONSIBLE FOR PROPER REMOVAL FROM THE SITE OF ALL CONSTRUCTION IS COMPLETED AND APPROVED AND VEGETATION/LANDSCAPING
<br /> DEMOLISHED MATERIALS AND FOR PROPER FILLING AND GRADING OF ALL IS ESTABLISHED.
<br /> DEPRESSIONS CAUSED BY DEMOLITION.
<br /> 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE
<br /> 3. IN AREAS TO BE VEGETATED, FILL SHALL BE PLACED IN 12" LAYERS WHEN CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION. DURING THE
<br /> FILL IS REQUIRED, AND THE AREAS SHALL BE COMPACTED TO 909� MAXIMUM CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE FLAGGED CLEARING
<br /> STANDARD PROCTOR DENSITY IN AREAS TO BE.PAVED, CUT OR FILL SHALL LIMITS SHALL BE PERMITTED, THE FLAGGING.SHALL BE MAINTAINED BY THE
<br /> APPLICANT/CONTRACTOR FOR THE DURATION OF CONSTRUCTION:
<br /> BE AT 90% MAXIMUM STANDARD PROCTOR DENSITY WHERE MORE THAN 12"
<br /> BELOW PROPOSED FINISH GRADE AND AT 95% MAXIMUM STANDARD PROCTOR 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST 8E CONSTRUCTED IN t I
<br /> DENSITY WITHIN THE TOP 12" CONJUNCTION WITH ALL CLEARING AND GRADING ACTIVITIES, AND IN SUCH A NOTES NOTES
<br /> MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER D0 NOT ENTER THE DRAINAGE SYSTEM, ROADWAYS, OR VIOLATE APPLICABLE WATER 1 STAetuzEn CONSTRUCTION ENTRANCE SHALL 5" .1. CATCH BASIN INSERTS SHALL BE REMOVED AT THE
<br /> QUALITY STANDARDS.
<br /> 4. ALL SLOPED AREAS ARE TO BE "STABILIZED, AND ALL EXPOSED AREAS TO MEET THE REQUIREMENTS OF WOW'STANDARD END OF THE PROTECT.
<br /> BE LANDSCAPED SHALL BE SODDED OR SEEDED IMMEDIATELY AFTER GRADING. SPECIFICATION SECTION 43-01.3(7). DRAINAGE GRATE TRIPh
<br /> 2. CATCH BASIN INSERTS ARE ONLY TO BE INSTALLED IN
<br /> SUCH AREAS SHALL BE MAINTAINED UNTIL SUITABLE GROWTH IS ESTABLISHED. 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE'MINIMUM REQUIREMENTS DRAINAGE DEVICES PER THE NLYTO BE `s
<br /> ROUGH GRADING OF LANDSCAPED AREAS SHALL BE TO 4" BELOW PROPOSED FOR ANTICIPATED SITE CONDITIONS. DURING THE CONSTRUCTION.PERIOD RECOMMENDATIONS.CATCH BASIN INLET INSERTS
<br /> THESE ESC FACILITIES SHALL BE UPGRADED AS NEEDED FOR UNEXPECTED GRATE Fes= FLOI+t B'tFASS SHALL BE INSTALLED IN CURB INLEIS.
<br /> FINISH GRADE AND FINAL GRADING SHALL PLACE TOPSOIL MATERIALS TO STORM EVENTS AND TO ENSURE THAT SEDIMENT AND SEDIMENT-LADEN WATER pvER
<br /> REQUIRED FINISH GRADE ALL GRADES SHOWN ON THE PLAN ARE FINISHED DO NOT LEAVE THE SITE S£t)IMEN T BELOW INLET GRATE 3. CATCH BASIN INSER IS SHALL V INSTALLED PRIOR TO
<br /> Gf?ADES. ANDI DEBRIS DEVICE CLEARING AND GRADING ACTIVITY,OR UPON
<br /> 6. THE ESC FACILITIES SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY THE , -,-` PLACEn�tErrTOFA NEW CATCH BASIN.
<br /> INSTALL DRIVEWAY CULVERT FILTERED WATER
<br /> 5. BUILDING LOCATION, DIMENSIONS AND GRADING ARE BASED ON INFORMATION APPLICANT/CONTRACTOR TO ENSURE THEIR. CONTINUED FUNCTIONING, IF THERE IS A ROADSIDE DITCH 4. SEDIMENT SHALL Be REMOVED MOM THE UNIT
<br /> AVAILABLE AT TIME OF PLAN PREPARATION. SOME DEVIATIONS MAY BE ESPECIALLY AFTER STORM EVENTS. , PRESENT •
<br /> - WHEN IT BECOMES ONE THIRD FULL OR IN
<br /> NECESSARY AT TIME OF CONSTRUCTION. ANY CHANGES DEVIATIONS OR PLACEMENT
<br /> TNt:E WITH THECATCH
<br /> BSI MANUFACTURES'
<br /> CONFLICTS ARE TO BE REPORTED TO THE ENGINEER PRIOR TO STARTING THE 7. THE ESC FACILITIES ON INACTIVE STIES SHALL BE INSPECTED AND MAINTAINED 1NSTRutTIONll.
<br /> A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS FOLLOWING'A
<br /> APPLICABLE CONSTRUCTION ITEM. MAJOR STORM EVENT. 1111111**,,d00101 S. SEDIMENTEOVIN T E INLET BE
<br /> ACCEMPTYING,
<br /> AND BY
<br /> D
<br /> REMC►VING'THE INSERTS,EMPTYING,ANn
<br /> FOR FURNISHING AND INSTALLING ALL ` SiII4G ItOAF - .ice RE-INSTALLING IT INTO THE CATCH BASIN.DO NOT
<br /> 6. CONTRACTOR IS RESPONSIBLE 0 8. AT"NO TIME SHALL MORE THAN ONE. FOOT OF SEDIMENT BE ALLOWED TO . E .:Is '
<br /> PROPOSED UTILITY CONNECTIONS TO THE FACILITY, INCLUDING GAS, SEWER, ACCUMULATE WITHIN A TRAPPED CATCH BASIN. ALL CATCH BASINS AND - ids �.►.. � 3CY MITI TYPICAL WASH SEDIMENT INTO STORM DRAINS WHILE
<br /> *,,f,T , ,#�1� CLEANING.
<br /> WATER, TELEPHONE AND OTHER UTILITIES INDICATED ON ARCHITECTURAL OR CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. .THE.CLEANING ,fi#" r�
<br /> OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE DOWNSTREAM «. _.
<br /> CIVIL PLANS. LOCATION OF EXISTING UTILITIES ARE APPROXIMATE OR ,' f _ 6. SIZE THE BELOW INLET GRATE DEVICE RVICE FOR THE
<br /> SYSTEM. - STORM WATER STRUCTURE IT WILL SERVICE.
<br /> SCHEMATIC. CONTRACTOR SHALL.VERIFY LOCATION OF EXISTING UTILITIES IN s °t- �•, - ...............
<br /> - f
<br /> ,��, . ... 1 « » - - `�. 7?. THE B! nSHALL AV UI BUILT-III HIGH-FLOW
<br /> 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE - ""`may`y,�r;,... "4,��,.`•►w,.a +"' CJ^ G HAVE A s tREUEF
<br /> THE FIELD PRIOR TO ANY CONSTRUCTION, ALL UTILITY CONSTRUCTION BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE "' "' * ", ';�'f�>.txt L'`. SYSTEM(OVERFLOW BYPASS).
<br /> SHALL BE IN ACCORDANCE WITH LOCAL ORDINANCES AND BUILDING CODES. S=�:-:•' C PERMEABLE BALLAST TYPICAL SEE SECTION VIEW
<br /> PROJECT. ADDITIONAL MEASURES MAY BE REQUIRED TO ENSURE THAT ALL STANDARD SPECIFICATION 8. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF
<br /> 7. CONTRACTOR IS RESPONSIBLE FOR ALL UTILITY COSTS NECESSARY TO PAVED AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. . fi�
<br /> ,� ��, SECTION g�3.9(2) _ THE 81130 WlrltOl�r SPILLING THE COLLECTED
<br /> PROVIDE ELECTRICAL SERVICE, SEWER TIE-IN, TAPPING FEES CONNECTION 10. THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE t l MATERIAL
<br /> COSTS AND WATER SERVICE AS REQUIRED BY LOCAL CODES AND UTILITY DEBRIS AND SEDIMENT TRACKED OFF THE SITE. LENGTH AS REQUIRED IDLYMIN,EXCEPT 1' MIN _41 Y;C�,,, �-
<br /> MAY 8E REDUCED TO SO'MIN FOR DEPTH ,VTR 71•if } RETRIEVAL SYSTEivI 9. PERFORM MAINTENANCE IN ACCORDANCE WITH
<br /> COMPANIES. TYPICAL 1,0 �/ 1I .r, STANDARD SPECIFICATION8-013(1S).
<br /> 11. APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM SITES WITH LESS THAN ONE ACRE .,,` r :"��,. TYPICAL
<br /> 8. ALL LOT STRIPING SHALL BE YELLOW REFLECTIVE TRAFFIC PAINT, EXCEPT. ENTERING SURFACE.WATER BODIES IF THE PROPOSED BMPS FAIL. OF EXPOSED SOIL OR APPROVED BY INSPECTOR :,f..; .--�
<br /> THAT HANDICAP PARKING STRIPING SHALL BE INTERNATIONAL BLUE PAINT DRAINAGE� B 9RA1 RATE ``'''�.
<br /> 12. BARE AND/OR DISTURBED SOILS SHALL REMAIN UNCOVERED AND/OR
<br /> SHALL CONFORM TO STATE DOT SPECIFICATIONS. UNSTABILIZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH APRIL 5 PLACE CONSTRUCTION GEOTEXTILE FOR SOIL }
<br /> 30, AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH SEPTEMBER 30. 1 STABILIZATION FROM THE EDGE OF THE EXISTING -
<br /> q PROVIDE.FULL WIDTH OF 1 �,• '
<br /> 9. ALL ITEMS TO BE CONSTRUCTED ON THIS SITE SHALL BE COMPLETED IN ROADWAY TO THE CONSTRUCTION ENTRANCE, .- `
<br /> INGRESS/EGRESS AREA. -,-- �``� "U
<br /> ACCORDANCE WITH APPLICABLE STATE CITY OR LOCAL CODES` ALL OR AS DIRECTED BY THE ENGINEER N5'rrrlN
<br /> WORK IN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH STATE
<br /> AND LOCAL REQUIREMENTS AND STANDARDS.
<br /> TEMPORARY EROSION/ LSaME rRlc VIEW 1 DE INLET GRATE
<br /> WSDO r STD PLAN I-401f3 Q0 ACCEPTABLE SUBSTITUTE IF
<br /> IJ�lstSptS7t1 PLAN t-80.ia02ACCNPTABLE SUBSTITUTE DEVICE OVERFLOW BYPASS
<br /> MAINTENANCE MEETS NOTES i_,
<br /> CONSTRUCTION ENTRANCETYPICAL
<br /> SEDIMENTATION CONTROL. NOTES �� � CITY OF EVERETT r~ tTY E1/ERETT
<br /> I ETA" PUBLIC WORKS DEPARTMENT 11 �, E7T
<br /> 1: ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BE PUBLIC? WORKSDEPARTMENT
<br /> U'.Y ittk}' 1 l rrourtarli"l ., I•••,Ali n''''''n 14=A% I lief a ingla n l%MC/a.Iu' cmw"4"
<br /> FLOGGED FOR EASY IDENTIFICATION BEFORE CLEARING TAKES PLACE 4 h, yam' rl'3J17/201T „� 12 3 DIG
<br /> AFTER THESE AREAS ARE RAGGED AND CLEARING LIMITS ARE APPROVED `"" ISOMETRIC VIEW STORM DRAIN`INLET
<br /> AN AREA WIDE ENOUGH TO INSTALL A SILT FENCE AT THE CLEARING LIMITS, CONSTRUCTION ACCESS 201 PROTECTION 210
<br /> BY HAND OR BY MECHANICAL METHODS MAY BE CLEARED. THE TOP OF
<br /> THE SILT FENCE SHALL BE REFLAGGED AFTER INSTALLATION. IF A SILT - r
<br /> FENCE IS NOT REQUIRED, THE AREA SHALL BE DELINEATED USING AN
<br /> ORANGE BARRIER.
<br /> 2. ALL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED,
<br /> OPERATIONAL, AND INSPECTED BY THE PUBLIC WORKS INSPECTOR PRIOR
<br /> TO INITIATION OF CLEARING AND GRUBBING OPERATIONS. .
<br /> 3. DANGER TREES SHALL BE IDENTIFIED THROUGH A JOINT INSPECTION NOTES
<br /> INVOLVING BOTH THE DEVELOPER AND PUBLIC WORKS INSPECTOR. NO ATTACH 111 A MANNER THAT POST SEE WSDOTSTANDARn 1, INSTALL THE" ENDS OF THE SILT FENCE TO POINT
<br /> TREES SHALL BE REMOVED UNTIL PERMISSION IS OBTAINED FROM THE ASSURES FABRIC IS FIRMLY SPECIFICATIONS8-01.319)A NSTALLYUPSLDPETOPREVLTFENLENT IMENTFROtA
<br /> APPROPRIATED PARTIES. HELM lIL BACKUP
<br /> SUPPORT DI AWAY THAT FLOWING AROUND/HE ENDS OF THE FENCE.
<br /> 4. WHERE POSSIBLE NATURAL VEGETATION SHALL BE MAINTAINED FOR REDUCES THE POTENTIAL
<br /> EROSION AND SEDIMENT CONTROL. FOR FABRIC TEARING 2. PERFORM MAINTENANCE ILA ACCORDANCE 8-013 WITH
<br /> FASTEN GEOTEXTILE TO WSDOT STANDARD SPECIFICATIONS 8-D1.3(9)A
<br /> 5. AS CONSTRUCTION PROGRESS AND SEASONAL CONSIDERATIONS DICTATE, POST EVERY 6"IN 0.C. AND 8-013(15)•
<br /> THE EROSION CONTROL FACILITIES SHALL. BE MAINTAINED AND/OR ALTERED BACKUP SUPPORT----N: Millar /Tar
<br /> AS REQUIRED TO ENSURE CONTINUING EROSION/SEDIMENT CONTROL. i l n , 3. SPLICES SHALL NEVER BE PLACED IN LOW SPOTS
<br /> 1111111 1 r{1 OR SUMP LOCATIONS.IF SPLICES ARE.LOCATED IN
<br /> 6. ALL TEMPORARY EROSION AND SEDIMENT. CONTROL BMP'S SHALL BE tb zLpW oRSuiVIP AREAS,THE FEN£E rAAY NEr n Tp
<br /> MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING t1ACK€1 CT D 11111 1�I° • " `' SELF-LOCKING TIE-NYLONS BE RF.INSTAL+LED UNLESS OTHERWISE APPROVED.
<br /> COMVACrE� t1 ,w s _,-/
<br /> AND/OR CONSTRUCTION IS COMPLETED, PERMANENT DRAINAGE FACILITIES I / 5115 INN
<br /> M RADE) , INSTALL SILT FENCING PARALLEL TO MAPPED
<br /> NATIVE SOB rE0 I XT1LE- / 12011 MIN TENSILE STRENGTH,
<br /> ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED. uV STABILIZED CONTOUR LINES.
<br /> 7. AT A MINIMUM, EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE FLOW `' N.
<br /> MAINTAINED MONTHLY, OR FOLLOWING EACH RUNOFF-PRODUCING STORM - - S. DURING EXCAVATION,MINIMIZE DISTURBING
<br /> ,.,y�.� ,`,��`�' 'I THE GROUND AROUND TRENCH AS MUCH AS IS
<br /> TO ENSURE PROPER OPERATION OF ALL EROSION AND SEDIMENT CONTROL •° ;1, L FEASIBLE, NnSMOOTHSURFACE€OLLOW►NG
<br /> FACILITIES. ' �' 8r e,,r EXCAVATION TO AVOID CONCENTRATING FLOWS.
<br /> 8. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN,
<br /> `� COMPACTION MUST BE ADEQUATET AS NT
<br /> SIZE NOR LOCATION OF PERMANENT PIPES RESTRICTORS OR DETENTION BURY GNISTElcflt€ tir 4 UNDERCUTTING FLOWS.
<br /> IN TRENCH
<br /> FACILITIES; BUT IS AN APPROVAL OF EROSION AND SEDIMENT CONTROL e
<br /> ,!` BACKUP SUPPORT
<br /> BMP S ONLY. �4 GEt1TE%TILE FOR SILT FENCE ���,, (TYPICAL)
<br /> SEE STANDARD SPECIFICATION 04.1111111 p� STEEL POST. 411111'
<br /> 9. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING.OF MUD s-4 E' (TYPICAL)-
<br /> AND DEBRIS FROM THE SITE WILL NOT BE ALLOWED FAILURE TO COMPLY SECTION 9-33.2(11,TABLE 6 ,E, ,1!IIit t i
<br /> WITH THIS CONDITION WILL RESULT IN ALL WORK ON THE SITE BEING L �� ' �f`,I 401 1ir1
<br /> STOPPED. ��� , �' 0 / U ,° +.#
<br /> 10. THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN, /e' to I o,/ -, P�'� ; `[1of
<br /> AVAILABLE, AND REASONABLE MEANS OF C©NTROLUNG AIR P011UTION, TYPICAL.IAISTALLA.TIaN DETAIL ,1+� !'�',%'/ �'� �ti° FABRIC it''
<br /> INCLUDING DUST. DUST CAN BE CONTROLLED BY WETTING. EXPOSED SOILS, f f rt j►i1 '��/r q�¢� (GEUTExrILE)
<br /> WASHING TRUCK WHEELS BEFORE THEY LEAVE THE SITE, AND INSTALLING 17ji
<br /> AND MAINTAINING ROCK CONSTRUCTION ENTRANCES. CONSTRUCTION 11i11f 1 irOilI1�1�-l� (TYPICAL) � �`
<br /> INSTALL BACKUP SUPPORT FOR II 11 1 1(woo,.
<br /> VEHICLE TRACKOUT IS A MAJOR SOURCE OF DUST AND ANY EVIDENCE OF a E oil 1iII I1'i1; is t '1
<br /> TRACKOUT CAN TRIGGER FINES FROM THE DEPARTMENT OF ECOLOGY OR tHE G_OTEXSE E SE_STANDARD 11111 1 to I •1 1 F !
<br /> SPECIFICATION SECTION 8.01.3(9)A 1111l1=111111tQ1111°11 t`
<br /> THE PUGET SOUND AIR POLLUTION CONTROL AGENCY. 1I«1i 11r11►%i JJ lliidll '.
<br /> i�!I#111111 111101 11 1
<br /> 11. EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF y111II1l1 II iII ItI1111 a �.y6 i i i 1
<br /> i.
<br /> 111 11 1' �1 111!It G
<br /> THE DAY AND MATERIAL EXCAVATED DURING UNDERGROUND UTILITY ,I1�11 if=I�j1 iI1l i111i.! 5�p � SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH TOGET ER
<br /> CONSTRUCTION SHALL 8E PLACED ON. THE UPHILL SIDE OF TRENCHES (WHERE 1rrilr 1111j 11�{�1j1 �Qi11�1111�� ,�, �� TO PREVENT SILT LADEN WATER FROM ESCAPING THROUGH THE PLAN APPROVED
<br /> CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS). 111r0111111Id Ir1 u P11011 f'' oS FENCEAT THE_OVERLAP.
<br /> I
<br /> :Irriil�N�jj/1rr11i 1111 011 r11r 11r I1 � _
<br /> 4R' ����d
<br /> 1j1p 1tf11u1rr1E 11rd�� SPLICE DEVIL :.,11 y 2Y S
<br /> 11 1}0160 0010tjllrj�-,-j am PUBLI SE CES D TE
<br /> . 111rr 111i 1 11111 '"'i WSDOT STD PLAN I-3D.10 O2 ACCEPTABLE SUBSTfltI Tti
<br /> S 1f�. i+�illjtl� ii4i I AC UP SUPPORT EXCEPT Sr:EI POST REQUIRED
<br /> i1�- EROSION
<br /> i WITH p!
<br /> OAP k
<br /> �� �a D E
<br /> �." 02 ISOMETRIC CITY OF EVERETT PUBLIC WORKS
<br /> gtO 4 .,i. cA's '�4'1r' Err PUBLIC WORKS DEPARTMENT WATER
<br /> !J CO KYANVa teArr tRIFYNjLrfsj`s ithliM I'"'>'S+ 03/17/201I REQUIRED PRIOR TO STARTING
<br /> . _ - A PUBLIC WORKS PERMIT IS
<br /> 11141 SEWER ANY CONSTRUCTION ON THIS
<br /> r. PROJECT. APPROVAL fOR THIS
<br /> TEMPORARY SILT FENCE 214 PROJECT Is CONDI-TONAL PER
<br /> . .ill _ TRAP/F�sC CURRENT,f ITV STaH,�ARDS AND
<br /> ! EXPIRES V'ZS G44 UNLESS
<br /> PERMIT FOR CONSTRUCTION HAS
<br /> ENGINEER BEEN ISSUED
<br /> •
<br /> TAX ACCOUNTNO.(S): SIT 'ADDRESS:
<br /> 28052000203000 10521 19TH AVE SE
<br /> EVERETT, WA 98208
<br /> & UTIlITYCON. LICTNOTE.• . , z z GRADING AND TES.C. IL4iV FOR.
<br /> t�EGETATIVECOVER BEFORE CLE NG
<br /> GRADING: CAUTION: ,�� •• Western
<br /> 0ENTIRE SITE IS POORLY MAINTAINED RESIDENTIAL LANDSCAPING. :'.41"
<br /> �ti, 11 �� �, (425) lV1, lL 7Z �Q IL c flTHE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION,:AND '. R ee '� �'"'' ��"`1� �" ��` ""�` "" ®� "YEGETATIhECOIZERAFTERLLEARING c&GRADING' DEPTH OF ALL EXISTING UTILITIES WNETMER SHOWN ON THESE PLANS OR NOT. BY '� , ,p.+` ti'' =; i4`�`, tqc
<br /> J5 6"'27VVM CIA POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL"LOCATION PRIOR ''' SZI TB�OI'a SW1�4, NW 1�4, SEC•2O, T.28N., R.05E., W.M.
<br /> ALL DISTURBED AREAS SURROUNDING SITE WILL BE CO MER L r .LANDSCAPING. TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE 0 8-1-1 AND : CITY OF EVERETT,`SNOHOMISH COUNTY, WA
<br /> THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS . 7
<br /> 5
<br /> P� 4 844 SURVEYORS•a PLANNERS•ENGINEERS
<br /> TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES: 0't$T .. Cy1 OWN. Y REV GE N B DATE BY DATE PROJECT MANAGER SCALE
<br /> SOILS.' AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND SIONAL1
<br /> ALDERWOOD URBAN LAND COMPLEX ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL LAND USE CONSULTANTS TAS O1/25/ 7 04 JAJ 04/12/1E3 J. JARRELL T" = 20'
<br /> CONSULT WESTERN ENGINEERS & SURVEYORS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO 4 4- . CIVIL . ENGINEERS ® LAND SURVEYORS DWG. FILENAME. CHK. BY F.B. NO. JOB NO. SHT. Na
<br /> PROCEEDING WITH CONSTRUCTION. c,14,;(c., IS *** 9740 EVERGREEN WAY * EVERE 11 * WA * 98204 *** 151 41 5ABASEDWG JAJ N/A 15-14.15 A_ 3 OF 7
<br /> Vim OF c
<br /> v't'ETI
<br /> REVIEWED FOR PERMIT
<br />
|