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A PORTION OF THE NW 1/4 OF THE SW 1/4 AND A PORTION OF THE SW 1/4 OF THE NW 1/4 OF SECTION 12, TOWNSHIP 28 NORTH, RANGE 4 EAST, W.M. - SNOHOMISH COUNTY, WASHINGTON
<br /> SEQUENCE OF o Zo 40 $o
<br /> CONSTRUCTION NOTES
<br /> 1. HOLD A PRE-CONSTRUCTION MEETING WITH '
<br /> CITY AND OBTAIN REMAINWG REQUIRED SCALE: 1 INCH =40 FEET �
<br /> � ' � � PERMITS. ,
<br /> � / / ' 2. ESTABLISH LIMITS OF DISTURBANCE. LEGEND
<br /> I ' - � � EXISTING CURB TO BE REMOVED �
<br /> / T-T � 3. INSTALL STABILIZED CONSTRUCTION ENTRANCES. "'
<br /> i _,� _ I
<br /> r � �_ � �� � � ��' � s` -'-' � 4. CONSTRUCT SILT FENCING AND CONSTRUCTION �
<br /> j e - - - - - - - - - - - - - ._ _ _ _ _ _ _ __ _- - EXISTING PAVEMENT OR SIDEWALK
<br /> ' - - - - - �. _
<br /> � / ' � FENCING ON-SITE. TO BE REMOVED
<br /> I I " .� ' i . . .. � . . .... .. . � � � .
<br /> I � f j` �� - - - - - - - LIMITS OF DISTURBANCE �
<br /> f � � -:= �r� � 5. PREPARE TEMPORARY PARKING AREA.
<br /> � / � -�- _ � � � TEMPORARY SILT FENCE
<br /> / ,�' ' � �' ' ---y , �r��L'`"� � �' ' 6. CONSTRUCT THE SEDIMENT TRAPS AND � �-�� (PER COE STANDARD DET 214) �
<br /> � �'' �`� `;' '�' � ;'�7,..� � INTERCEPTOR SWALES WITH APPROPRIATE
<br /> � ' ' �"`` OUT AL STRU TURES NTERCEPTOR SWALES � ° °- CONSTRUCTIO �
<br /> 1 F L C I ORANGE N
<br /> � �-�; � TEMPORARY INLET ' D-1.0
<br /> I >, � °' `°` � `� '`�' `�` � � 1 ARE TO SLOPE TOWARD SEDIMENT TRAP WITH FENCE
<br /> � ° ,�' � � t t , 7, � � i � PROTECTION (TYP) �
<br /> � - � z � ; , „i, � _- , _ ROCK CHECK DAMS SPA�ED SUCH THAT THE _ _ _ _ TEMPORARYINTERCEPTOR SWALE +�
<br /> - � i '�' r�7�- 4 "�'' '- `�' 'w`�'' �� \ TIP OF THE DOWNSTREAM DAM IS NO LOWER (PER COE STANDARD DETAIL 204) �
<br /> ��' _;f; � �'`.� � ,,��' v _- , ;, �' � THAN THE BOTTOM OF THE NEXT UPSTREAM �
<br /> � � � �� ?� � ���- �� .'�L� � �w � / DAM. � ROCK CHECK DAM
<br /> � � '� , �' 8. CONSTRUCT TEMPORARY STORM DRAIN PIPES (PER COE STANDARD DETAIL 206)
<br /> � ���e"� % ' � AND OUTLET PIPES. �J TEMPORARY WLET PROTECTION Z
<br /> � 1-1
<br /> I CATEGORY II WETLAND 9. INSTALL RIP RAP AROUND TEMPORARY INLET
<br /> �i� . � AND OUTLET STRUCTURES.
<br /> � RIP RAP PAD �
<br /> � � � �� �'nU ,�'� � � � , �, � � � � • i 10. SCHEDULE AN EROSION CONTROL INSPECTION � � � �
<br /> 1 ` fi,' � ." �+ . WITH THE CITY. � � � � CONSTRUCTION ENTRANCE � � ~ � �
<br /> ���' I � `�� �' ' .� CATEGORY III �)�U� N � �
<br /> " ` � (PER COE STANDARD DETAIL 201) � W �
<br /> vI� �h ' -� I ' � - -- � � WETLAND TO 11. CLEAR AND GRUB THE SITE AS CONSTRUCTION a o
<br /> � >,, / r " � .' � BE REMOVED Z ACTIVITIES REQUIRE. � o � o
<br /> �� ,� . .
<br /> � TEMPORARY SEDIMENT POND " ` ` •'•'• •' � TEMPORARY SEDIMENT POND
<br /> � TOP OF POND ELEV = 494.0 � .•� ,, . �, ,` ,,•� .� •, O 12. SPRAY A�L VEGETATION WITH INDUSTR�AL (PER COE STANDARD DETAI�S
<br /> WATER ELEV - 490.0 ' ` '\ � ' -� �L� STRENGTH HERBICIDE 217 AND 218
<br /> REMOVE PAVEMENT, CURB, AND / � � ' BOTTOM OF POND ELEV = 488.5 � � '�•� ;' � r �
<br /> SIDEWALK FOR INSTALLATION OF � � � SURFAN/RODEO/ROUNDUP. �
<br /> DRIVEWAY. PATCH PAVEMENT � EMERGENCY SPILLWAY ELEV = 493.1 � ' Q��': ,' Q Q SEDIMENT POND RISER �' �
<br /> / WATER SURFACE = APPROX. 35,700 SF � ' ` '� ' ' ` � 13. BEGIN ROUGH GRADING THE SITE. REVISE (PER COE STANDARD DETAIL 219) � °-�
<br /> PER COE STANDARD DETAIL 316. � . � ` " ,
<br /> �BEGIN ROAD A ! CATEGORY III 'r�" � Uj ��','� z INTERCEPTOR SWALES AS NECESSARY. °� � � � �
<br /> � STA.=10+00 � WETLAND TO � • ,'• � a°j " \�/ PIPE SLOPE DRAW � � �
<br /> � �� BE REMOVED � � � • w;` � •, �- 14. TEMPORARILY SEED DENUDED AREAS. / \ (PER COE STANDARD DETAIL 205} � � � �
<br /> � � � � _c �> � ;,� ^ � • �a � . •. , �
<br /> / � „f y= � - „ 1 � �, ;; ' ' a�� z 15. START CONSTRUCTION OF BUILDING PADS ~
<br /> ,'�" � I • •'"�' i � m o - - - O (UPON BUILDING PERMIT APPROVA�) AND
<br /> � ' ' • �� �2�;r 'a ,�, .�.� �,� � ��;• � "� � � ,� � ��� ( 1 IRRIGATION BYPASS STRUCTURES.
<br /> �n V/
<br /> � `� � ` � �� ` ' � CITY OF EVERETT T.E.S.C. STANDARD NOTES�
<br /> , � � �� � ��, ��� - � - � � ,
<br /> .. - �� � `� .• 20' WIDE CONSTRUCTION ENTRANCE ' : ` i • O A. ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BE FLAGGED FOR EASY
<br /> / 9p� � i . ' t ' IDENTIFICATION BEFORE CLEARING TAKES PLACE. AFTER THESE AREAS ARE FLAGED AND CLEARING �,��`�
<br /> �� ► ' '� � PIPE SLOPE DRAIN LL
<br /> � ` '� : � �,.�'�� '• TEMPORARY � • �. � LIMITS ARE APPROVED, AN AREAWIDE ENOUGN TO INSTALL A SILT FENCE AT THE CLEARING LIMITS, ,y��,�o� "y�
<br /> ; ; � � � ��(�•� CONSTRUCTION � , �• i • • T BY HAND OR BY MECHANICAL METHODS, MAY BE CLEARED. THE TOP OF THE SILT FENCE SHALL BE � � �w `'�
<br /> , , , " � / �,, : ENTRANCE � < `�.',' ' RIP RAP PAD (TYP) r REFLAGGED AFTER INSTALLATION. IF A SILT FENCE IS NOT REQUIRED, THE AREA SHALL BE o < � ��' �
<br /> ` ' � 1 y �. ,'•,- •, ♦ '.`. � - Q DELINEATED USING AN ORANGE BARRIER. �e„ �' � � o
<br /> - / "�l� 1 '. .� , '. LIMITS OF DISTURBANCE (TYP)� . ��� .�' �� B. � � e��g�
<br /> /
<br /> / � . � . SHALL BE STAKED, FLAGGED, � : . :, ,' ALL PERIMITER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED, OPERATIONAL, AND � O�gas ���'
<br /> / i '•.• ' INSPECTED BY THE PUBLIC WORKS INSPECTOR PRIOR TO INITIATION OF CLEARING AND GRUBBING - d' Q
<br /> � •, � i • AND/OR FENCED OFF PRIOR TO � , , ,., • � � � b�
<br /> � � � � '. � INITIATION OF ANY CLEARING / . ,.'� ' �� . ,� � OPERATIONS. �
<br /> � �' ' 1 '.i � . OR LAND ALTERATION / . � . ` • s
<br /> � / ; � � , � •,.� � 1 / ,• �, ��- r8� W C. DANGER TREES SHALL BE IDENTIFIED THROUGH A JOINT INSPECTION INVOLVING BOTH THE
<br /> / � ..�i / • � T DEVELOPER AND PUBLIC WORKS INSPECTOR. NO TREES SHALL BE REMOVED UNTIL PERMIS510N IS
<br /> � � � � � � , � ,. � � � ' � � ' � � ` A� � � OBTAINED FROM THE APPROPRIATE PARTIES
<br /> � - � „ . , \ •{ i . TEMPORARY SILT �/ i 8
<br /> � �' ` ' FENCE (TYP) / . .' , , x
<br /> / � ' � . . � : , e9 � D. WHERE POSSIBLE, NATURAL VEGETATION SHALL BE MAINTAINED FOR EROSION AND SEDIMENT � co f
<br /> I � � '
<br /> CONTROL. � o 0
<br /> ry� � . ` � ��. . �� . R9 Ol ONO �
<br /> /� �! BEGIN P D � � �,'.� . . . o � � M M z
<br /> ' ACCES A � _ �� *-,� w ,�� E. A5 CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE EROSION CONTROL � � �
<br /> %� j 10+00 � , ;•�, � � FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS REQUIRED TO ENSURE CONTINUING ,�N a
<br /> � 1 � -490_' _ _ _ _ _ _ _ _ ' �{p8 EROSION/SEDIMENT CONTROL. '
<br /> 1 + v v �
<br /> i Re9 F. ALL TEMPORARY EROSION AND SEDIMENT CONTROL BMPs SHALL BE MAWTAINED IN A SATISFACTORY ~ `�
<br /> 1 .� , CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETED, PERMANENT '
<br /> + � DRAINAGE FAGLITIES ARE OPERATIONAL, AND THE POTENTIAL FOR EROSION HAS PASSED. �
<br /> '�. , � 1 rn :". 2 INSTALL PERMINENT G. AT A MINIMUM, EROSION AND SEDIMENT CONTROL FACILITIES SHALL BE MAINTAINED MONTHLY, OR
<br /> ` 1 '------ �' STORM SYSTEM OUTFALL FOLLOWING EACH RUNOFF PRODUCING STORM, TO ENSURE PROPER OPERATION OF ALL EROSION AND
<br /> SYSTEM AND TEMPORARY SEDIMENT CONTROL FACILITIES.
<br /> ._ T�-- _.., ,
<br /> � � _ _ _ _ _ _ _ � _ _ _
<br /> `" � � � � SEDIMENT POND RISER n,9� ,
<br /> , � - ,� � �gg ��� � H. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPRaVAL OF DESIGN, SIZE, NOR LOCATION OF
<br /> \` ` '%;_ � �f� J�, i `�� 5°� yoy '�i�' `��`` SEDMENTNCONTROL gMpgICOTORS, OR DETENTION FACILITIES; BUT IS AN APPROVAL OF EROSION AND ' � � �
<br /> � _ a�i o
<br /> � � � � � j � �
<br /> ` r �� `� � �� �� I. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. TRACKING OF MUD AND DEBRIS FROM THE SITE �,CI '��I x O1
<br /> � ` ' PLAN APPRO� THE SITE BEING STOPPED. �I -� �
<br /> o " `� � �. WILL NOT BE ALLOWED. FAILURE TO COMPLY WITH THIS CONDITION WILL RESULT IN ALL WORK aN �, ~m
<br /> ___ '
<br /> _.. , . __ _ _ �
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<br /> � ,-----� _ � ` ` i cWn � ai
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<br /> � / \ � ,� � ��� � � �� - - - - - �� � C Z9 IL J. THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN, AVAILABLE, AND i � °' °'
<br /> ��� � � ��� � � ^� ° REASONABLE MEANS OF CONTROLLING AIR POLLUTION, INCLUDING DUST. DUST CAN BE CONTROLLED I___ `i ' °'
<br /> I 1 ��� � � �� � � ��� � �� � � �� � � -- ,--� � 00
<br /> c� � _ - �� � � �� "e' .�,� �� BY WETTING EXPOSED SOILS, WASHING TRUCK WHEELS BEFORE THEY LEAVE TNE SITE, AND
<br /> o \ ; eaosion P fry INSTALLING AN� MAINTAINING ROCK CONSTRUCTION ENTRANCES. CONSTRUCTION VEHICLE TRACK-OUT
<br /> � �� , � "'; �. -- � �- r��� �` , �� ,�� � W�� r���R MEn� DEPARTME�NT OF ECO OGY� OF THE�PUGET�SOUND�AR�POLLUTiON�CONTROL �AGENCYNES FROM THE
<br /> � �- � c
<br /> � �`%��J�` `�'� ,�' � � : A PUBUC Nr Ks rtRMII IS
<br /> � �. � � . .y.� � ' ' � � � . 0.EQulo vet t : ,� ST6RIINC.
<br /> � \ ��, ; }� ,�% , f i �R .„� , �,on �„ nra K. EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF THE DAY AND MATERIAL �
<br /> e� ; �„��� � ..:: F,�a rNu EXCAVATED DURING UNDERGROUND UTILITY CONSTRUCTION SHALL BE PLACED ON THE UPHILL SIDE Q
<br /> � . • "v' � .tJ ,t� . 'l_"_ _ __ " . vo :��' - �, .�n1L VER �
<br /> \ TM"�tt <oR^ � .'i,}�posua OF TRENCHES (WHERE CONSISTENT WITH SAFETY AND SPACE CONSIDERATIONS). �
<br /> �' E, ,;� l-�1-�Zuxtms ' L.L
<br /> -3p . . � � ,,; «�aconsrnurndtwu (n
<br /> � CRYlNGINEER aEENtss�eo. L. CONSTRUCTION EQUIPMENT AND VEHICLES MUST BE MAINTAINED SO THEY DO NOT LEAK FUELS OR / \ �J.!
<br /> w LUBRICANTS. DURING CONSTRUCTION, A STAGING AREA MUST BE SPECIFIED FOR ALL VEHICLE tJ � U
<br /> �� MAINTENANCE ACTIVITIES. THE STAGING AREA MUST BE LOCATED WELL AWAY FROM ALL DRAINAGE �
<br /> Q
<br /> � GENERAL EROSION CONTROL NOTES COURSES. WHERE POSSIBLE, ALL STORMWATER FROM RELATED MAINTENANCE AREAS MUST BE � � 3 �
<br /> DIRECTED TO THE SANITARY SEWER, RATHER THAN THE STORMWATER SYSTEM. � � � W
<br /> , 1. THE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR PREVENTING SILT-LADEN RUNOFF FROM DISCHARGING FROM THE
<br /> �' PROJECT SITE. FAILURE BY THE CONTRACTOR CAN RESULT IN A FINE. THE DESIGNATED TEMPORARY C�NTACT PERSON NOTED 9. THE CONTRACTOR PERFORMING THE WORK SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES M. DURING CONSTRUCTION ACTIVITIES, ALL SPILLS OF FUEL AND HAZARDOUS MATEftIALS MUST BE � Q � Q �
<br /> a�
<br /> .� ON TH�S PLAN MUST BE AVAILABLE FOR CONTACT BY TELEPHONE ON A 24 HOUR BASIS THROUGHOUT CONSTRUCTION AND DURING CONSTRUCTION ALONGSIDE OR WITHIN A�L PUBLIC ROADWAYS. CONTAINED AND REMOVED IN SUCH A MANNER AS TO PREVENT THEIR ENTERING THE WATERS AND � � W 3 Q
<br /> o UNTIL THE PROJECT HAS BEEN COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION. SOILS OF THE STATE. CLEANUP OF SPI�LS MUST TAKE PRECEDENCE OVER OTHER WORK ON SITE. Z
<br /> � 10. THIS APPROVED "TEMPORARY EROSION AND SEDIMENTAT�ON CONTROL PLAN" MUST BE IMPLEMENTED PRIOR TO ANY SITE WORK.
<br /> i 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT AND UPGRADING OF THESE SEE THE PLANS AND DETAILS FOR FURTHER INFORMATION. N. DURING CONSTRUCTION, ALL PETROLEUM PRODUCTS, CHEMICALS, AND BUILDING MATERIALS THAT '^ � � �j z
<br /> � ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR FROM THE BEGINNING OF CONSTRUCTION UNTIL ALL CONSTRUCTION COULD CONTAMINATE RUNOFF MUST BE STORED IN A LINED COVERED AREA. AN IMPERVIOUS BERM uJ J � W Q
<br /> o IS COMPLETED AND APPROVED BY THE GOVERNMENTAL AGENCY WITH JURISDICTION AND THE SITE IS STABILIZED. 11. THE CONTRACTOR SHAIL NOTIFY THE OWNER AND THE ENGINEER IN THE EVENT OR DISCOVERY OF POOR SOILS, GROUNDWATER MUST BE CONSTRUCTED AROUND THE PERIMETER OF THE ST�RAGE AREA. THE STORAGE AREA �
<br /> ~ OR DISCREPANCIES IN THE EXISTING CONDITIONS AS NOTED ON THE PLANS. MUST BE LOCATED AWAY FROM ENVIRONMENTALLY SENSITIVE AREAS. � J � z
<br /> i 3. THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THIS PLAN SHALL BE CLEARLY FLAGGED AND INSPECTED BY THE LOCAL � � � O
<br /> o JURISDICTION PRIOR TO ANY CLEARING OR CONSTRUCTION TAKING PLACE. DURING CONSTRUCTION, NO DISTURBANCE BEYOND 12. MAXIMUM SLOPES SHALL BE 2: 1 HORIZ: VERT FOR FILL SLOPES, AND 2: 1 HORIZ: VERT FOR CUT SLOPES. O. IN ORDER TO EXPEDITE PLAN REVIEW, A HAZARDOUS MATERIALS INVENTORY LIST SHALL BE � � Q �
<br /> Q THE FLAGGED CLEARING LIMITS SHALL BE PERMITTED. THE FLAGGING SHALL BE MAINTAINED BY THE OWNER AND/OR PROVIDED AS A PART OF THE SUBMITTAL FOR BUILDING PERMITS. THE STORAGE, HANDLING AND W �
<br /> CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 13. ROCKERIES OR OTHER RETAINING FACILITIES EXCEEDING 4' IN HEIGHT REQUIRE A SEPARATE PERMIT. USE OF HAZARDOUS MATERIALS MUST BE IN COMPLIANCE WITH ARTICLE 80 OF THE UNIFORM FIRE W
<br /> � CODE, 1991 EDITION. � Z J
<br /> � 4. THE ER0510N AND SEDIMENTATION CONTROL FACILITIES SHOWN ON THIS PLAN ARE TO BE CONSIDERED ADEQUATE BASIC 14. ALL AREAS DISTURBED DURING CONSTRUCTION WHERE PERMANENT LANDSCAPING WILL NOT BE PROVIDED WITHIN 60 DAYS ANCHOR POSTS � O
<br /> � REQUIREMENTS FOR THE ANTICIPATED SITE CONDITIONS. DURING CONSTRUCTION, DEVIATIONS FROM THIS PLAN MAY BE SHALL BE HYDROSEEDED, OR OTHERWISE STABILIZED, AS REQUIRED. STRAW MULCHING OR PLASTIC SHEETING ARE ACCEPTABLE ANCHOR POSTS MUST BE �
<br /> � N E C E S S A R Y I N O R D E R T O M A I N T A I N W A T E R Q U A L I T Y. ALTERNATIVES TO TEMPORARY HYDROSEEDING DURING PERIODS OF LOW GROWTH. 8'-0" MAX SPACING SHOULD T-BAR INSTALLED TO A ,�
<br /> � FENCE POSTS DEPTH OF NOT W
<br /> � 5. ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED BY THE CONTRACTOR ON A FREQUENT BASIS 15. SLOPE STABILIZATION. CUT AND FILL SLOPES SHALL BE CONSTRUCTED IN A MANNER THAT WILL MINIMIZE EROSION. ROUGHENED
<br /> j AND IMMEDIATELY AFTER EACH RAINFALL, AND MAINTAINED AS NECESSARY TO INSURE THEIR CONTiNUED FUNCTIONING. ALL SOIL SURFACES ARE PREFERRED TO SMOOTH SURFACES. INTERCEPTORS SHOULD BE CONSTRUCTED AT THE TOP OF LONG, OFSTHE TOTAL3 �
<br /> � SEDIMENT MUST BE REMOVED FROM SILT FENCES, STRAW BALES, SEDIMENT PONDS, ETC. PRIOR TO THE SEDIMENT REACHING STEEP SLOPES WHICH HAVE SIGNIFICANT AREAS ABOVE THAT CONTRIBUTE RUNOFF. CONCENTRATED RUNOFF SHOULD NOT BE "� HEIGHT OF POST
<br /> °J 1/2 ITS MAXIMUM POTENTIAL DEPTH. ALLOWED TO FLOW DOWN THE FACE OF A CUT OR FILL SLOPE UNLESS CONTAINED WiTHIN AN ADEQUATE CHANNEL OR PIPE
<br /> � SLOPE DRAIN. WHEREVER A SLOPE FACE CROSSES A WATER SEEPAGE PLANE, ADEQUATE DRAINAGE OR OTHER PROTECTION O
<br /> >
<br /> i 6. AT NO TIME SHALL CONCRETE, CONCRETE BYPRODUCTS, VEHICLE FLUIDS, PAINT, CHEMICALS, OR OTHER POLLUTING MATTER BE SHOULD BE PROVIDED. IN ADDITION, SLOPES SHOULD BE STABILIZED IN ACCORDANCE WITH ITEM (17) ABOVE. �'�`��� � �� ' � � � � �� " ' ' ``�� �� � ��" '" " �� ��
<br /> o PERMITTED TO DISCHARGE TO THE TEMPORARY OR PERMANENT DRAINAGE SYSTEM, OR TO DiSCHARGE FROM THE PROJECT SITE. / USE 8" WIRE "U" TO ' ORANGE MESH O m
<br /> � 7. THE CONTRACTOR PERFORMING THE WORK SHALL MAINTAIN A SET OF THE APPROVED CONSTRUCTtON DRAWINGS ON SITE AT 16. SHORMS ORMWATERTRU OFF SI�ALL NOT �RER THE CONVEYANCE SYS EMBWITH�OUT FIRS�NBEINGTFI�TEREDLOR OTH RWSEED SO SECURE FENCE BOTTOM PLASTIC FENCING �� Q �
<br /> -_.� .
<br /> � ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. TREATED TO REMOVE SEDIMENT. TE M P O R A R Y O R A N G E C 0 N S TR U C TI 0 N I E N C E � � �-1 Q
<br /> m 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR PERFORMING THE WORK TO OBTAIN ALL NECESSARY PERMITS FROM 17. REFER TO PROJECT SPECIFICATIONS FOR SURFACE WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE. NTS � Knowwhat�Sl�@IOW. �
<br /> THE LOCAL JURISDICTION PRIQR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. Call before OU (II
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