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<br /> TEMPO.RA�Y EROSION � CITY OFEVEI�ETT, WASHINGTON � � � , � , � �
<br /> , . . .
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<br /> . SEDIMENTATION CONTROL � NOTES '
<br /> . � o c� rn � �,, '� � � � �{��.������� ,-
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<br /> 1, ALL EN�IRONM'ENTALLY SENSIT/�E AREAS AND THE/R BUFFERS SHAtL BE . � ` �s \�� \�, ` ``s28� . ` , , j �� �5 `'E -� ^ �t+ � �`� � 5'� „ ���
<br /> � � , � . SUNN,YSIDc Al/ENUc . �J
<br /> FLAGGED FOR EASY /DENT/F/CA770N BEFORE CLEAR/NG TAKES PLACE. � � `, �� �, `, �� � �, '�� ' .�� `, M ' � A �� n+ sr� s� ���"r� ,� �,p � i-� `'�" ��
<br /> AFTER THESE AREAS ARE FLAGGED AND CLEAR/NG L/M/TS ARE APPROVED; , ` `, ` �� .% �, ` �` �, \ �- ��,, •\ �,s2 \\�`� , ' ' , 00397400�00100 � �+ \`, ; �� " � �w �3 � �
<br /> AN AREA WiDE ENOUGH TO /NSTALL A SlLT FENCE AT THE CLEAR/NG L/M/TS, �� �s �� � �� �, � ` �� ` � � 1 � � �
<br /> B Y HAND OR f3 Y MECHAN/CAL METHODS, MA Y BE CLEARED: THE TOP OF ;,'' �� o � �� , ` \ • : ' , ; , :. �, . � �,�- ., � ,, E,�. •
<br /> TAX ACCOUNT N0. ` 6,, `� n `� � '� � � � � • �tR ,� � . p ` ��xE u � �� g+' ,� :
<br /> THE S/LT FENCE SHALL BE REFLAGGED AFTER /NSTALLAT/ON. lF A S/LT C� \ , � 29053100307300 s � S88'35'56"W ' • 686.11 � , , [� j � � ,,�'; � � � S
<br /> ' Dc� � � � �� � � � � � � �Q �. � � � � � `� SOTN u � SUt1f y't a r ZI
<br /> FENCE /S NOT REQUIRED, THE AREA SHALL BE DEL/NEATED USfNG AN ' ' ` \ �, � � ` � � � � � � �r � `, � �, . ST 5 ` s
<br /> DRANGE BARRI£R. ' . - ' � , � � `, y, \ r'r, � S � g SF '-S SF SF ----r-SF � � � o . . `,\�o ' . � sx � , `� � R' �; �e� � -�
<br /> : ' / i i �.\ \�,``\ ' n � �, �` ��G� ` �` � Q�p��` \ ��\ `�\ �� i ' ' il \\ J�G \ ` ` � � . � , , � � B ` 9 p}" a '�`?-R-..��� . f nt�q 1t . � ■ �� �..
<br /> 2. ALL PER/METE�? EROS/ON AND SED/MENT CONTROL SHALL B� CONSTRUCTED, , 0 1� � I , � , � `, 0,�.� � i � � � � TEMPORARY � � y,� , � � '. �r sao �T ,,. SZID � �.�, � 5E 25 0�
<br /> OPERAT/ONAL AND /NSPECTED BY THE PUBLIC WORKS /NSPECTOR PR/OR ' �� o °� �� � ' � ' � � �� ` �� � � � � ������� � � STOCKPILE ' �� � ' ��-o `,�� �` 5
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<br /> 4
<br /> TO /Nl T!A T/ON OF CL EAR/NG AND GRUBB/NG OPERA T(ONS. . � � � ` � ,� `, ; � \' ' ' `, � �\ � �' ' ' �'- ' ' � `s J` � � � , \, \ . � � � ' �"'���' ,: � � � •' a�'
<br /> ` � -� _, � �.�.. � � � � �y�1i' t�c� • �TM ��E ''4r
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<br /> ; \ � � � ', � � \� � '� . ` `\ ) ,' � ;' N � � �� O� iGARAGE�� • � _ _ � � , �
<br /> 3. DANGER TREES SHALL BE /DENT/F/ED THROUGH A JOINT INSPECT/ON � � \ � � � � � , ' + , `, , � ' h� ', � � \ ` � v� 3� ' r •;�r ` W '� s �Ai[
<br /> , � „ , I � ' 4, , , � , G ,' � ' � � (�I �� \ . � ,---- � \ � � �4 �.,�� �
<br /> lN VOL VING BO TH THE DEVELOPER AND PUBLlC WORKS INSPECTOR. NO \``� � �� ', � �� 'R� 6�py�, ,�� ,� `�� ' �' / „ FF=532.5 �� T ' � '� �;\\` \� � � � _ �`, � '� � '�`
<br /> S/ S OB A/NED ROM THE ', � , / , � � 3p� Sq. �� �i..�ii��ia/l \ , _ ;� . � N 57 'q- `�' ' r` ,� �
<br /> TREES SHALL r9E REMD�ED UNTlL PERM/S ON / T F � - �
<br /> APPROPR/ATEG� PART/ES � U, �� , � , � � , , , � ;,' ,' ' � � � � � , ' �er�r� ; , ; � .
<br /> � � ' � ��,� o / �, , � . . � � \ , ¢ � �. �
<br /> � � �� � /� I � . �Q•C / � / '/ / /, f�� N � � � � � 1 � I 5 �_ ,t.f� � } .J' , . 1'`'"' ��
<br /> � � � O \ � � �� .1.� I � , , , , ; . , � � , . FF=532.5 � . . �.. � ��� �' � ,l � , ; , � � . . . . � .. � � � . � � . . � ,,,. � . �- � - �
<br /> 4. WHERE POSS/BLE, NATURAL �EGETAT/ON SHALL BE MA/NTA/NED FOR � . �' � � ,� ; � , ; ' ; ,' �' ,' / ,' , ' ' � ' � � i�\ ', ,`\ s�,� . ' 'I 1' i ' , �`� �\ ; � . r + sr 5E �� _ �cAr,w714�Ct�B'�r, . � '� -- -----
<br /> EROS/ON AND SED/MENT CONTROL � ��PIAI' MON � � , � , � � , � � � � � , ,' ;' / �r//�������/'/ �j � � �I� �.', ' � � ` � 1 • , o 0 0 � � � , ^ .t t K sc.�;
<br /> � NOT FOUND ��� �r � � �� � � i i i . � � � % i - _ i �i � '� �� � � � . I � SI � �,.a �'' r ;f�`t �
<br /> � i r � i � � � r � 4
<br /> 5. AS CONSTRUCTlON PROGRESS,AND SEASONAL CONS/DERAT/0NS D/CTATE, ' � '� � � � ' � � , ;�'S ! , � � / � � ' �E� ' �I� ` ` � ` � + , . � N � �` � � '�`-�'"''����`� y `L�� � ` Y 57 E -
<br /> � ' � � .Q. 10 � � � / � , ' � , � � � � < . .� r , s� �
<br /> THE EROS/ON t;ONTROL FAC/L/T/ES SHALL BE MA/NTA/NED AND/OR ALTERED ; / �� ,' � ' �;l.����60• ' ' / �` �,! SFR#5217 � ` � ' �� ' � ` TQP OF B,4Nk ' z � wosE t�rr 11d0 �,:;;::,.,,;;3'� � � sE �
<br /> AS REQUIRED TO ENSURE CONT/NU/NG EROS/ON/SED/MENT CONTROL. ' _ ( �� �0� �o' / � � '��9�� ��O { �' � �i /� � \ ', EX.. 2.5' ROCKERY � . � � � , , , .� "4t � r � " �� �
<br /> ' � '�'"� �'"- �-+� �� ' � .�� 0�� j � � i 169� J �I i / � 1��R� � � _ _ - � � � � � � '� \ '� �� � � lS�QIOL II Y . �'+f � 63kD v°1 5T. E +� 5T ;� EUCL
<br /> ,h ,' � � / TEMPORARY � , � ` � � ` , • ; . -* �- . � �
<br /> 6: ALL TEMPORARY EROS/ON AND SED/M£NT CONTROL BMP S SHALL BE � -� ; ; ���� � , i � � 4- , ; ,I� � � , , � \ � � , S : � ti o ��,. ��x r� �r
<br /> / � � � � � � CONSTRUCTION ' � � cn � , � � � , � ' � , � H N ,� a�y
<br /> MAINTA/NED /N A SAT/SFACTORY COND/T/ON UNT/L SUCH 77ME THAT CLEAR/NG - , � ' � ,,� ,��' ,� � � � � , a� � ��������������� _ � . , , � � � , , � , � � , � $ r s +5� � � 4 -a '
<br /> AND/OR CONSTRUCT/ON /S COMPLETED, PERMANENT DRA/NAGE FAC/LlT/ES ' � ; .`� ��6 ' I '� , q�, ENTRANCE , , \ • � , �I � , , � ; � , , $ � s� � ,x � � � �„�y 41H � .,. �v
<br /> ARE OPERA770NAL, AND THE POTENT/AL FOR EROS/ON HAS PASSED. � � `� �' S�`�/ �� , ' , p /' ' ---- --- � \ � ` � ' ' � ' ' ' ' I ' ` ' ` ,� � �
<br /> , \ � \ l � � --- � ; � ,; � � , , � � ; , ,
<br /> ' ' VICINITY ��IAP
<br /> 7 AT A MIN/MUM, EROS/ON AND SED/MENT CONTROL FAC/L/77ES SHALL BE ; � ` ; ; � t� '� ��.32.5' _ \ ' � �I ' I -� � ; �� I ' ' �� \
<br /> MA/NTAINED MfJNTHL Y, , ; � �' �\ ,--- , FF-533, �,� � • � � � , � , � � \. NOT TO SCALE
<br /> OR FOLLOW/NG EACH RUNOFF-PRODUC/NG STORM v � 4. , � � � � , � � , l �.
<br /> . TO ENSURE PF�OPER OPERAT/ON OF ALL EROS/ON AND SED/MENT CONTROi � ' � \ �'� �, `, --- ' � � _ , � - - � N �� � ' � , � � � \�
<br /> FAC/L/T/ES � � �' , - \ 1 � �
<br /> � ' � � �I �
<br /> � / � � � � � � �
<br /> 8. APPROVAL OF TH/S PLAN DOES NOT CONST/TUTE AN APPROVAL OF DESI�N, � EX CB `� N � � �' � � � � \' .\'�
<br /> �- S/ZE, NOR LOCAT/ON OF PERMANENT P/PES, RESTRfCTORS, OR DETEN770N � RIM= 529,83 � �� � / o , .- � \ ` \\ ,; . ,
<br /> � 12"CMP(SW)= 527.58 � � � \ � � 534 . � 89'S6'37 E '�399.36
<br /> FACILITIES BUT fS AN APPROVAL OF EROS/ON AND SED/MENT CONTROL � � , , , ____ �' � �i �.' , �� 0.6' '
<br /> BMP'S ONL Y. i 8"PVC(NW)= 527.38 NEAREST �� � �� -__ , 3.6' �n� � ' BLOCK �� \ , , _
<br /> r.;3' �
<br /> � � HYDRANT � � � �• ' �-, � -
<br /> 9. THE PUBUC RIrHT-OF-WAY SHALL BE KEPT CLEAN. TRACK/NG OF MUD � \ \ � � .�v; ' m .• ,�� •; , '!' • N✓ALL I
<br /> AND DEBR/S FROM THE S/TE WlLL NOT BE ALLOWED. . FA/LURE TO COMPL Y ; N � � '�' �`-----__ � ' ' � , �
<br /> WITH TH/S COND/770N W/LL RESUL T /N ALL WORK ON;THE S/TE BE/NG ' EX SSMH � � ;,�� ', , ,
<br /> � RIM= 531.86 � , � ��• I
<br /> STOPPED. IE(N)= 520.09 , � _ .
<br /> 10, THE WASHINGTi�N STATE CLEAN A/R AC;'REQU/RES THE USE OF ALL KNOWN, � lE(s)= 519.80 \ ' ` TAx AccouNr No(s). �
<br /> � � � � 004%i700001401 .
<br /> AVA/LABLE, AND REASONABLE MEANS OF CONTROLL/NG A/R POLLUTION, , Z �,, 0
<br /> INCLUD/NG DU�T. DUST CAN BE CONTROLLED BY WETT/NG EXPOSED SO/LS, c,.� � � �, 00471700001403 �
<br /> WASH/NG TRUCK WHEELS BEFORE THEY LEAI/E THE S/TE, AND /NSTALL/NG o �'`� EX CB , �� �
<br /> +' RIM= 533.75 •
<br /> AND MAINTA/NlNG ROCK CONSTRUCT/ON ENTRANCES. CONSTRUCT/ON `^' 'o \ � O� ' .
<br /> VEHICLE TRACKOUT lS A MAJOR SOURCE OF DUST AND ANY E�/DENCE OF ��.� 6"PVC(NE)= 531.50 �' ' I � ' �
<br /> . � � � 2
<br /> TRACKOUT CAM TR/GGER F/NES FROM THE DEPARTMENT OF ECOLOGY OR \ � O J
<br /> THE PUGET SOUND A/R POLLUT/ON CONTROL AGENCY. ' ; \ P � .
<br /> � � �o � .
<br /> 11. E�ERY EFFOR'T SHALL`BE MADE TO CLOSE UT/L/TY L/NES BY THE END OF ` � \ "� P � °
<br /> THE DAY AND MATER/AL EXCAVATED DUR/NG UNDERGROUND UT/L/TY � ` \ \/ �
<br /> CONSTRUCT/ON SHALL BE PLACED ON THE UPHlLL S/DE OF TRENCHES (WHERE ; � � � _
<br /> CONS/STENT W'!TH SAFETY AND SPACE CONSlDERATIONS). ' \ % ' G i '
<br /> � , \ .
<br /> \ � �-----� . .
<br /> � I � � ,,' , , , � SCALE: 1" = 30'
<br /> CITY OF EV�;RETT TESCP& GRADING NOTES � � �., Ex ce `,, 1 4 ,� ' �
<br /> �� RIM= 535.40 � I 0\� ° ,
<br /> j z. '�'�,, �\ �� 12"PVC(S')= 53J.35 �\ I �, , . 0 3 0 6 0
<br /> 1. THE TEMPORARY EROSION CONTROL SYSTEM SHALL BE'INSTALLED PRIOR TO ALL OTHER , `----- '
<br /> CONSTRUCTION. � \ � ` 12"PVC(N)= 532.85 v . , . .
<br /> ' 2. WHERE POSSIBLE, MAINTAIN NATURAL VEGETATION FOR SILT CONTROL . � ' \ ,% \, � , . ,
<br /> \ i -� � , �
<br /> 3. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, 7HE EROSION CONTROL � �n 1 Q M NAIL IN S. SIDE PP
<br /> FACiLITIES SHAL'L BE MAINTAINED AND/OR ALTERED AS REQUIRED BY THE CITY ENGINEER TO . � ' \ -- ' � ' - - ---�---- - - - - ?- = ' - - - - - - - - --� -, - - - _ _ _ __ C� N, END EAST DR. , , ._.,; .
<br /> � _. .. . .
<br /> ENSURE CONTINUING EROSION/SEDIMENTATION CONTROL. � D]�� � , � . � � ELEVATION = 517.Z6
<br /> i � •
<br /> 4. ALL DISTURBED AREAS THAT WILL BE LEFT FOR 30 DAYS OR MORE DURIN� THE PERIODS OF � 1�1►1 %
<br /> MARCH 1 TO MAY 15 AND AUGUST 15 1'0 OCTOBER 1 SHALL BE IMMEDIATELY SEEDED WITH � � ' VERTICAL DATUM _
<br /> A MIX AND BY A METNOD APPROVED BY THE CITY OF EVERETT PUBLIC WORKS DEPARTMENT: , 1 , M.S.L. PER CI TY OF EVERETT �
<br /> AND MAINTAINED UNTIL SEED GERMINATION IS ASSURED. IN ADDITION TO SEEDING, SLOPES � I �
<br /> ' . OF 25% OR GREATER WILL 8E MULCHED WITH 2.0 TONS OF STRAW PER ACRE, OR WITH AN � �
<br /> APPROVED EQUAL. � - EX SSMH
<br /> . , ` � RIM= 537.93 . I
<br /> DURING THE REST OF THE YEAR, TEMPORARY SOIL STABILIZATION MUST BE APPLIED �� IE(N)= 517.85
<br /> IMMEDIATELY TO DlSTURBED AREAS THAT WILL BE LEFT EXPOSED FOR 7 DAYS OR MORE, AND ; I IE(S)= 517.92 � �
<br /> imM�u^iAi�tY TO �LOFcS GREATEt? iNAN 75� 'f,'iLL BE LEFT EXPOSED FOR 3 BAYS D,R MORE. i . ��, I IE(W)= 517.69 • � `
<br /> 5. THE PUBLIC RIGHT-OF-WAY SNALL 8E KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM I� I � ___ ____ _
<br /> ----------- �_
<br /> , � _- N87'27'02°E --------------- . � � --�PLAT MON �
<br /> THE SITE WILL NOT BE ALLO�VED. FAILURE TO COMPLY WIrH THIS CONDlTION WILL RESULT IN � � ' .
<br /> ------------ '�-�-1`0.00' �- , �
<br /> , -------------------- ---------=-----270.30' --- , � NOT FOUND � , `�
<br /> � � .� ----
<br /> ALL WORK ON 1'HF SITE BEING STOPPED, �----------' � '
<br /> _ � � � � ��, 1 � , � . .
<br /> .. � .
<br /> 6. GRADING OUTSIDE CITY RIGHT-OF-WAY SHALL CONFORM TO CHAPTER 70,' UNIFORM BUILDIN6 .�.� I FND 4" DIA. CONC. M/C
<br /> CODE. �� W/ LEAD TACK DOWN 0.4' ��-----' � I SURI�EYNOTES.'
<br /> 7. COMPACT ALL FILLS TO MINIMUM 95� MAXIMUM DENSITY. ' I � � � I , ( 1.) THIS SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF PARTIES -
<br /> � co ao � . • WHOSE NAMES APPEAR HEREON ONLY, AND DOES NOT EXTEND TO AN�'
<br /> T.E:S.C. LE'GE'ND , N ^ �
<br /> , 8. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY SEDIMENT�ITION COLLECTION � I ^ ^ � I , ' UNNAMED THIRD PARTIES WITHOUT EXPRESS RECERTIFICATION BY THE LAND
<br /> FACILITIES TO INSURE THAT SEDIMENT-LADEN WATER DOES NOT ENTER THE NATURAL � m � SURVEYOR.
<br /> DRAINAGE SYSTEM. AS CONSTRUCTION PROGRESSES AND UNEXPECTED (SEASONAL) � HAYBALES � 3 3 � ; '
<br /> CONDITIONS DICTATE, MORE SILTATION CONTROL FAC1LITIES MAY BE REQUIRED TO INSURE I � � � � I 2.) BOUNDARY LINES SHOWN AND CORNERS SEf REPRESENT DEfD LOCATION;
<br /> COMPLETE SILTATION CONTROL OF THE PROPOSED PROJECL THEREFORE, DURING THE MU --�- MULCH &/OR STRAW MATTIN6 � � N � OWNERSHIP LINES MAY V,4RY. NO �UARANTEE OF OWNERSHIP IS EXPRESSED
<br /> COURSE OF CONSTRUCTION IT SHALL BE THE 08LIGATION AND RESPONStB1LITY OF THE ` � w p ;� ¢ . � OR IMPLIED. THIS SURVEY WAS PfRFORMED WITHOUT THE BENEFIT OF A TITLE
<br /> CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATER BY HIS ACTIVITIES --�- PL PLASTIC �COVER I o o m I ' I REPORT AND DOES NOT PURPORT TO SHOW ALL EASEMENTS, RESTRIC710NS,
<br /> AND TO PROVIDE ADDITIONAL FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT • '�n'Z Z � RESERUATIONS, AND OCCUPATION WHICH MAY ENCUMBER TITLE TO OR USE OF
<br /> PROPERTIES. ' � VEG PRESERVE NATlVE VEGETATION . . . '
<br /> THIS PROPERTY.
<br /> I O, 20� I ' �
<br /> 9. SUITABLE NATIVE MATERIAL EXCAVATED DURING TRENCHING SHALL BE USED FOR TRENCH CLEARING LIMITS 2 3.) THE 10CATION OF UTIL/TIES AS SHOWN SERVING THE SUBJECT PROPERTY
<br /> BACKFILL UNLESS NOTIFIED BY THE CITY ENGINEER 7HAT THE NATIVE MATERIAL IS UNSUITABLE I � � _ _ � _ _ � _ _ , HAVE BEEN TAKEN FROM PUBLIC RECORDS. WE CANNOT CERTIFY TO THEIR
<br /> THE CITY ENGINEER, OR HIS REPRESENTATIVE, WILL EXAMINE EXCAVATED NATIVE MATERIAL AT SF SILT FENCE � - � - - - - -' - - - - - - - ACCUR,4CY AND/OR COMPLETENESS, BEFORE COMMENCING CONSTRUCTION
<br /> THE TIME OF EXCAVATION TO DETERMINE ITS SUITABILITY FOR USE AS BACKFILL. NATIVE , - � • INVOLVIN� �XCAVATION OR REMOVAL OF EXISTING STRUCTURES, CALL A
<br /> MATERIAL WILL BE CONSIDERED SUITABLE FOR TRENCH BACKFILL IF IT IS: � TEMPORARY CONSTRUC'TION ENTRANCE ' � LOCATlNG SERVICE OR 1-800-424-5555 FOR VERIFICATION OF UNDERGROUND _
<br /> A� CAPABLE OF ATTAINING THE DEGREE OF COMPACTION SPECIFIED IN D COMPACTION. , , � � , • � UTILITY LOCATIDNS.
<br /> ��
<br /> �
<br /> � B� WITHIN REASONABLE TOLERANCE OF OPTIMUM MOISTURE CONTENT. I � I � I
<br /> �
<br /> C� REASONABLY FREE OF ORGANIC MATERIAL, CLAY, FROZEN LUMPS, ROCKS OR OTHER � � �
<br /> I � N I � ' �'NGINEER/SUR�EYOR/ WESTERN ENGINEERS, iNc.
<br /> DELE7ERIOUS MATTER. LEGEND
<br /> 10. UNSUITABLE BACKFILL MATERIAL SHALL BE REMOVED FROM THE SITE AND HAULED TO AN a FOUND MONUMENT/CASE ^ 13000 HIGHWAY 99 SOUTH
<br /> APPROVED DISPOSAL SITE. THE CI1Y ENGINEER SHALL BE PROVIDED WITH THE LOCATION OF • EX SSMH �, , PLANNER.' EVERE71; WA 98204
<br /> : ALL DISPOSAL SITES TO BE USED AND ALSO COPIES OF THE PERMITS AND APPROVALS OF TOP=530.40 � �o I TELEPHONE #: (425) 356-2700
<br /> SUCH DISPOSAL SITES. � O LOT NUMBER � CENTER CHANNEL=519.30 ' `r� FAX �f: (425) 356-2708
<br /> - 11. rMPORTED MATERIAL SHALL MEET THE REQUIREMENT OF GRAVEL BORROW AS SPECIFIED IN �W� WEI DIM I I OWNER/APPLICANT,� ANDREY & IRENA GUSEV �
<br /> SECTION 3.16,1.3 OF THE DESIGN AND CONSTRUCITON STANDARDS AND SPECIFICATIONS, OR I , 4809-80TH ST. SW
<br /> CRUSHED SURFACING TOP COURSE AS SPECIFIED IN SECTION 9-03.9(3) OF THE 1991 �P� PER PLAT Of MUKILTEO, WA 98275
<br /> , STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION. I � (425) 750-3810
<br /> CENTERLINE
<br /> • 12. TRENCH BACKFILL SHALL BE SPREAD IN LAYERS AND COMPACTED BY MECHANICAL TAMPERS � I I LEGAL DESCRIPTION.' '
<br /> OF THE IMPACT TYPE APPROVED BY THE CITY ENGINEER. THE BACKFILL MATERIAL SHAl.L BE ❑ STORM DRAIN CATCH BASIN (CB) EX CB ` TRACT 15, PLAT OF HIGHLAND ACRES, ACCORDING TO THE PLAT THEREOF RECORDED IN O
<br /> PLACED IN SUCCESSIVE LAYERS WITH THE FIRST LAYER NOT TO EXCEED;2 FEET ABOVE'THE VOLUME 11 OF PLATS, PAGE(S) 52, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
<br /> PIPE, AND THE FOLLOWING LAYERS NOT EXCEEDING 12 1NCHES 1N LDOSE THICKNESS, WITH � SANITARY SEWER MANHOLE (SSMH) I TOP=531.97 �
<br /> 12" PVC 1' - TOGETHER WITH ALL THAT PORTION OF TRACT 14, PLAT OF HIGHLAND ACRES, ACCORDING
<br /> EACH LAYER BEING COMPACTED TO THE DENSITY SPECIFIED BELOW: , (v)-527.82
<br /> D4 WATER VALVE 12" PVC (S)=527.97 TO THE PLAT THEREDF RECORDED IN VOLUME 11 OF PLATS, PAGE(S) 52, RECORDS OF
<br /> ,�� IMPROVED AREA SUCH AS STREET AND SIDE WALK AREAS SHALL BE COMPACTED TO � WATER METER I I � I � SNOHOMISH COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS`
<br /> � 909' OF MAXIMUM DRY DEN$ITY TO WITHIN 3 FEET OF SUBGRADE. THE LAST 3 FEET �
<br /> j � ` ��GlNNING AT TH� �9�lHW��T CORN�'R �F �AI9 �QT,
<br /> ��1ALL E�' �OMPACT�D Td Q�X �F' MAXIMUM �RY DEN�ITY� -�- FIRE HYDRANT T� � -" � ' ' THENCE NOftTH 1`08'54" WES� Td A POINi' 8 �'EE`r SOUTH df THE NbRTH LINE OF SAIU
<br /> �
<br /> B� UNIMPROVED AREAS OR LANDSCAPE AREAS SHALL BE COMPACTED TO 909' OF FND 4" DIA. CONC. M/C: LOT 14 AND THE TRUE POINT OF BEGINNING,
<br /> MAXIMUM DRY DENSITY. -a- POWER POLE CENTER DRIVE N W/ LEAD & BRASS PIN , THENCE EAST PARALLEL WITH AND 8 FEET DISTANCE SOUTH FROM SAID NORTH LINE TO � •
<br /> � UTILITY POLE ANCHOR � " �8 THE EAST UNE OF LOT 14,
<br /> 13. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, NOR � _ _ � _ _
<br /> LOCATION OF PIPE S, R E S T R I C T O R S, O R D E T E N T I O N F A C I L I T I E S; B U T I S A N A P P R O V A L O F n WOOD SIGN POST - - - _ _ THENCE NORTH ALONG THE EAST LINE TO THE NORTHEAST CORNER, �
<br /> � THENCE WEST ALONG NORTH LINE T0 NORTHWEST CORNER OF LOT 14,
<br /> GRADING AND SEDIMENTATION CONTROL PLAN ONLY. ' . THENCE SOUTHEASTERLY ALONG WESTERLY LINE OF SAID LOT FOR 67 FEET, -
<br /> 14. CONTRACTOR TO SPREAD STRAW OVER ALL EXPOSED AREAS OF SITE TO CONTROL EROSION. � ��L BOX N - : TNENCE ON A STRAIGHT LINE NORTHEASTERLY TO THE TRUE POINT OF BEGINNING ,
<br /> ��������
<br /> �,,,,,,,, � BUILDINGS OF IMPORTANCE / SITUATE IN THE COUNTY OF SNOHOMI�I� TATE OF�WASHINGTON,
<br /> ��
<br /> •;'� ,."�� ExisTiNc corvcRErE ► TAXACCOUNTNO,(S).� SITEADDRESS.�
<br /> ° '� 00471700001402 ��� � � ���� 5217-EAST DR.
<br /> � EVERETT, WA 98203
<br /> � � � � EXISTING GR,4VEL � � , ���''��1��1 �6ll�l����i;�
<br /> �
<br /> G,-� j -�`-� 0 7-0 01
<br /> li�{�,,��,�„�...�:�:.�� -i4- Ex►sT,Nc corvcR�rE R�rAiNiNc w,au GRADING QUANTITIES GRADING & T.E.S. C. PLAN FOR: �
<br /> PROPERTY LINE y�
<br /> � - - RIGHT OF WAY CUT. 100 CU.YDS. ,� g'' CO.�'� '". II e�'�GTII
<br /> _ - - ��ST�N� �oT ��NES � . Flu: �oo ��.,�5. r�.� : . �425� O L YMPI C �'TAR LL C
<br /> � � GRADING QUANTITIES ARE ROUGH CALCULATIONS WHICH �� � � �' ''�� � � -
<br /> � - - - - - - - - - iNOEx coNTouRs :� ( �'��''ll1 e eI'S, �
<br /> � ----------- CONTOURS , DO NOT ACCOUNT FOR SOIL SWELLING & SHRINKAGE) � ��C, 35 6-2 7�� IN NW 1/4, NW 1/4, SEC. 6, T.281V., R.5E., 1'Y.1�I. '
<br /> �ALCULATIONS DO NO INCLUDE BEFORE AND AF7ER QUANTITIES. ORGANIC
<br /> iir iiii iiii iiir iiir EocE oF P,avEMENr � � � CITY OF EVERETT, WASHINGTON
<br /> MATERIAL INCLUDED IN CALCULATION. CONTACT GEOTECH ENGINEER FOR � .� �
<br /> - ROW CENTER LINE O � 38764 � 'URVEYORS• PL4NNERS• ENGINEERS '
<br /> ' , ' UNSUITABLE SOILS. EXCESS CUT MAY BE SPREAD ON SITE. '�sSGIOj STfr,��'ti DWN. BY DATE REV. BY DATE PROJECT MANAGER SCALE
<br /> �L �� LAPJD USE CONSULTANTS v�r �0-24-os o3 �� os/os/o� J. JARRELL
<br /> = ALL MATERIAL REMOVED FROM SITE SHALL BE HAULED TO A COUNTY �" = 30'
<br /> CI VI L ENGII�I EERS 0 LAND SURVEYORS � DWG FlLENAME CHK. BY F.B. N0. JOB N0. SHL N0.
<br /> APPROVED SITE. E X P I R E S 0 9/1 1�j'� �** �3000 HWY 99 SOUTH *� EVERETT * W,4 * 98204� *** 06767ABASE.owc 554 06-767-A 1 of 3
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