Laserfiche WebLink
_ __ _ _' <br /> _ _. _ _ __ _ __ _ <br /> NE 1/4, SE 1/4, SEC.30, T.28N., R.SE., W.M. <br /> SNOHOMISH CDUNTY, WA�5HI1'�G;TO � ^ <br /> SSMH RIM=441.26 <br /> � � �,� I � IE 10" PVC �435.29 I � ' <br /> �� �I /� i IE 10" PVC(S)=435.19 I � . - <br /> `� � �"(' `�' 1436.3' �i <br /> -__ l�� CL '�� , � __-- i � � i �, . . <br /> �� - ----- � � � o <br /> � � N 89'14'17" E 177.38' \�_� ----9�6-__.___ � I � a I <br /> - I--= - - - - - ------- - -- -- -- -- ---1 � � <br /> I- - - -���� --��e-��..m.:�� - - - ,- - - - - - - - - - - - - - - - 45.02' z <br /> -�-��-- - - - - - - . <br /> SF ��-SF ��� �`"� SF-�-SF SF--�-SF \� SF SF SF S� SF SF SF SF SF SF� � I <br /> �., <br /> / � � � � �,__ ` <br /> � - � <br /> � � \ �\ � \\ �� "",.� � Q a I <br /> r l ( <br /> � � � � , •. <br /> � _ <br /> _ �� � �� �,�� � •- <br /> ( � \ � __ �__�` 4�F 7.5 � <br /> � � � � <br /> /� \� � \ / � <br /> � <br /> ( / \ �\GRASS �\ ��\ i� ���\�,e..__.�. �_ �.. �.�...�..�a. � �,.��„ .,�. .� .�... �.� �-,._,�\ .�.,�. � � i-••� • <br /> � �' <br /> \ \ �`_--� � � D C. � <br /> � ���� ,��� \ I <br /> � � • <br /> r- � - - - `�- - - - - -- - �\ - - - - - \ - -- - - - - - - - - - - - - - - - - - - - - - -- - - -�-- =,- - -_----- - - - - -- - - -- - - -I� � <br /> � � : <br /> \ � � 4r� a <br /> � , : <br /> I . _�\ � �n,� ..��u. 18 \ I � ' <br /> . � <br /> , � _ <br /> 16 m�.�.ta.� ..�.�.,�.7,." ,\ <br /> � � ° <br /> �� DEC. <br /> � � \ _ � <br /> � � I � I <br /> I `�, � � <br /> � r`� Z 13 14 \ �15 � � I � \� I TYP� I� � r <br /> �"I � <br /> � \ � � �� I I <br /> \\ � �� r� � //� � � � \\ � IA�D`CA _F � <br /> //� i \\ �\ �\ ,.� � � I� � \���\ I � ��DEC F E{ a, � � i SCALE: l �� = lO� <br /> � � � � � � � 1 ` , � I� I � � � <br /> ;A�F ( � � � 8.5�' � �°'-.'�:x � � \� !� � \ <br /> � <br /> -R � � �� ` � 28053000400200 �� � a � \ ° � � 4» a a � 10 5 0 10 20 . <br /> �� � ���9 -�-- �.. -- - � - �-- 1� \ �'`�� � � a/ � � � �Ec. ` � l� . <br /> � :. <br /> \ �� �T� <br /> � � � � � � / � � I � <br /> I �s � �� � � �`�a �� �� i `� FUTURE � � f.y <br /> � � �� � a i `� 2-STORY � � 9 4�, a � i � . . <br /> I � _ � ���°� � �OFFICE BL�G. �i � I DEC.I i a [�� � <br /> i � � C 10 �� '----°� . � �,� 5,632 S.F. � � _ � �"'�►1 . <br /> � �� i � `\ � �.:� �-.,. � .I�..�� I I� �FF=446.00 (f) � I 9 o I a �. � . <br /> � N $ � � � � 4„ N 4� 2,7'. <br /> �� �` �i � �1 �� � ��� �� � � � � DEC. � �l i <br /> � <br /> I �� C 9 \\ // � `� f � � �� � � � � ( � 3 �� � � CONSTRUCTIONSEQZIENCE <br /> / I � � GRAS I "� a � I <br /> _ � I � \ 4 �- � l � � � � � � � 1. PR�OR TO CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL <br /> a I SCHEDULE AND ATTEND PRE-CONSTRUCTION CONFERENCE WITN THE <br /> o � I \� \\ I /�� ��� � `f \ '\ � � �� ' ` � I � z � I � SNOHOMISH COUNTI' INSPECTION UNIT AND EROSION CONTROL NOTES.• <br /> o � � / ` � � � � � � � � SPECIALISL � <br /> �+ � � �� � � / � 1 � � I � � 1 I � 4 � 1� � � CITY STREETS ARE TO BE KEPT CLEAN OF DIRT AND <br /> \ � � \ � � � DE . � ' 12, DEBRIS AT ALL TIMES DURING CONSTRUCTION. DUST " <br /> w \ I �-��.��.,,�..� � � � I 1 / 2. FLAG GLEARIN� LIMITS AN� 1NSTALL SILT FENCE AS SHOWN. • <br /> ^ -�""""�""� � � �� � : �\ � � I � SUPPRESSION AND STREET CLEANING MUST OCCUR AS <br /> __. _._ <br /> 1 I � -- , <br /> � / I 1 �\ �' / � \ � � I �, / 1 I � �» � - - - _ 3. WSTALL ROCK CONSTRUCTION ENTRANCE, DIRECTED BY PUBLIC WORKS INSPECTOR. �`: °` <br /> o i I 8 � � � � \ �` � � I ��\`__���� �I I � DEC. ° a O FOUND CASED CONC. MON. W/2° 4. CLEAR AND GRUB ROAD AREAS, AND STOCKPILE AREAS. INSTALL ALL EXPOSED GROUND MUST BE RESEEDED WI THIN 30 <br /> z I � � � � � � � � � I I BRASS DISK STAMPED "TRl-COUNTY TEMPORARY EROSION CONTROL BMP's SUCN AS INLET PROTECTION, DAYS OF COMPLETION OF CONSTRUCTION. IF <br /> � I I � I � � \ � � � � � I � � LS N0. 14490". APRIL 2014. MULCH ETG RESEEDING IS NOT PRATICAL DUE TO WEATHER OR • <br /> \ �� I SEASONAL PROBLEMS, THE GROUND MUST BE COVERED <br /> � I � I 25 � � � ` ' � // � � � DEC. � 5. GRADE AND STABILIZE ROAD WITH GRAVEL BASE. COVER EXPOSED w�TH MULCH AS DIRECTED BY THE CITY ENGINEER. <br /> � � � / I � 24 \� , � d �P' � / I �� ° ° � SOILS WITH MULCH, HOG FUEL OR HYDROSEER <br /> � � � / � � � � � ' STOCKPILE // � I � � �^ ( TEMPORARY EROSION CONTROL MEASURES FOR <br /> � I � I � AREA `�1 CONSTRUCTION ACTI VI TY MUST BE OPERATIONAL PR10R <br /> I � I � ��� � 1 �� �� � � \� � � 6. CONSTRUCT WATER AND STORM UTfLITIES. INSTALL GAS, POWER, TO COMMENCEMENT OF ANY CLEARING OR EARTHWORK. <br /> ` I � I � � � i \ � \DE ° . TELEPHONE AND CABLE UTILITIES, AS REQUIR�D. <br /> �n � I � 26 I � 23 � �k�5.26(AB) � � �� �� I � � <br /> � � � � (HP) � P� �� � � � � � a EX. SIDE SEWER � 7. PLACE AND POUR CURBS AND GUTTERS. T.L'�.S.C. LL�'�GEND <br /> � � � . <br /> �� I I � I � '� � � �'�� �� � � `� � 8. PAVE ROADS WITH AT8 AND PLACE DETENTION SYSTEM INTO FULL , <br /> '� s � � � � � � �� /� � � DEd' �� 4 � � OPERATION. INTERCEPTOR TRENCH w/ � <br /> �I � I I - � � � I `�� ,� I � � 9. HYDROSEED REMAINWG EXPOSED SOILS AND STABILIZE PROJECT. -�`��� "' ROCK CHECK DAM . '" , <br /> � I � I � � � � � � , �6��E ( a I � C 2 0 0 & C 2 0 7 <br /> ����,' �1 � 27 � �� I 22 � \ � _ -___�� 438.5 I CH ° 4 q �� � � 10. FLUSH STORM DRAINAGE SYSTEM AND REMOVED SEDIMENTATION IN <br /> ��, I I � � i 1` \\ � �� ���-��-��8 : �.� I �.7"\1 a � ALL CATCH BASINS. 2 <br /> � � EXTEND / MOVE � SF SF C233FENCE CZ � ' <br /> � I � I � � � � � -- 441.6' I � ?1. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED ^ <br /> 1 � I \ � I EX. BLOCK WALL <br /> � 5 � � � � � � � �� 439.2' I 440.6' ��'� , •�� � � � � r"�� WtTHIN 30 DAYS AFTER FINAL SITE STABILIZATI�N !S ACHIEVED OR <br /> � I � I �8 � � 21 , � �`""" `m`�`ll""�'�" """�""""`"" �`�"''`�"' "" '"`�`4"�'"�'"' ' � �"�" � a I AF7ER THE TEMPORARY BMP's ARE NO LONG�R NEEDED. TRAPPED TEMPORARY <br /> � SEDIMENT SHALL BE REMOVED OR STABILIZED ON SITE. DISTURBED j <br /> � I � � � � , � // a SOIL AREAS RESULTING FROM REMOU,4L SHALI, BE PERMANENTLY - CONSTRUCTION . <br /> �'° I I I 30' � ; LANDSCAPE WALL (1YP.) \ �\�i STABILIZED. r ENTRANCE CZ.I <br /> 1 � � 1 � , � r W/ WHEEL W,4SH <br /> I � I 4 � � � � 1 p a � C105 & C106 <br /> � � � �� �9 � 20 � � � � THE 1 3 EL E M E N T S O F T E S C B M P carcH easiN iNSERr 3 . <br /> � I 1 � � � � I I ELEMENT #1 - MARK CLEARING LIMITS: PROTECTION (TYP.) , <br /> � I � \ � � � � �'� 4 TB� � LIMIT OF CONSTRUCTION ARE CLEARLY MARKED. C220 CZ.1 <br /> EtEMENT #2 - ESTABLISH CONSTRUCTION ACCESS: <br /> ���'� I � 3 `\ \� � � ,.�/ __ ��/ 1 0 , a I SSMH R�M=444-24 � 10+00 - - i - - <br /> � i i � �\ 3I � l�-�` _,� �_- ��_'_f � , IE 10" PVC(N)-433J4 I A STABILIZED CONSTRUCTION ENTRANCE IS SHOWN. CLEARING UMITS <br /> � \ Q � �t9-"-- ��� � ' IE 10" PVC(S)-433.84 ELEMENT #3 - CONTROL FLOW RATES: CL . <br /> t � � \ � � ,� �' � IE 8" PVC(SW)=433.84 � FLOW IS MINIMAL. " <br /> � ` �� � � <br /> ,� I �� 2 � \� � � � � � � � . ELEMENT #4 - INSTALL SEDIMENT CONTROLS: Mu MULCH &/OR STRAW MATI7NG <br /> � � � �� � � ��� � � � � � �� � � ��� � � � � � � ��� �.,�.� I� � �`�� I SILT FENCE AND INLET PROTECTION ARE PROPOSED. Ci21 <br /> - � � . �-- <br /> 38•8� � WOOD FENCE I ELEMENT 5 - STABILIZE SOILS: <br /> �� 443. ' \ 441. ' 4 9 ' \-� BLOCK bYALI � � N 89'14'?7" E 177.38' # . <br /> 4� 447.5' � 4 � � �' I a EX. WM FOR IRRIGATION SOIL STABILIZATION IS ACHIEVED BY PLASTIC COVERWG AND SEEDS. PLASTIC COVER <br /> C� EX. 4' BLOCK WALLCO�UECTION i IX I ' P�- C123 . <br /> L� ELEMENT #6 - PROTECT SLOPES: <br /> --� � � � FDUND REBAR W/CAP fN SLOPES ARE PROTECTED BY PLASTIC COVERING, MULCH/NG AND SEEDS. <br /> RBORVII�AE ROW � \ � � • <br /> --- ,__�_ ��� � STAMPED "MGA" � <br /> � Q ELEMENT �7- PROTECT DRAIN INLETS: �-�_� FLOW ARROW (EX.) <br /> / ` � T/T�T/T�T/T/7 T/T/�T/T/�T/T/7�T/T/�T/T/��T/ � I INLET PROTECTIONS ARE PROPOSED FOR THE STORM DRAINS. ' � <br /> 44. ' � ONCRETE C �� � � � E L E M E N T#8 - S T A B I L I Z E C H A N N E L S A N D O U T L E T S; <br /> � � BLOCK WALL (TBR) <br /> / a PROPOSED RETAINING WALL I d � N/A <br /> I . <br /> I / � � . <br /> ELEMENT #9 - CONTROL POLLUTANTS: <br /> � BLO�K WALL (TBR) ° � I a S SSMH RlM=445.46 ALL VEHICLES, EQUIPMENT AND PETROLEUM PRODUCT <br /> / IE 10 PVC N =435.19 STORAGE/DISPERSING AREAS W(LL BE INSPECTED REGUl.ARLY TO <br /> / I �/ / � � IE 10" PVC(S)=435.29 � DETECT ANY LEAKS OF SPILLS, AND TO 1DENTIFY MAINTENANCE NEEDS <br /> �� � a I/ / � ° AND PREVENT LEAKS OF SPILLS. <br /> � � .. <br /> � I / CONCRErE CURB �TBR) a r/ I <br /> � ( / � a � ELEMENT #10 - CONTROL DEWATERING: <br /> � � l � � THERE WILL BE NO DEWATERING AS PART OF THIS CONSTRUCTION <br /> zIJ ' /�� � � � PROJECT. <br /> '`-� 1 � � COLUMN �°� � ' <br /> ` � � � ALL�EST BMPs SHALLJB�MAINTAINED AND REPAIRED AS NEEDED. , . <br /> � i , / . <br /> � � � i � � � � � ; . <br /> Q � / L1 � � 45 ELEMENT #12 - MANAGE THE PROJECT: <br /> � � I /� a , / �I i THIS COULD BE ACHIEVED BY MINIMIZING THE EXTENT AND DURATION <br /> I I�j �� I I OF THE AREA EXPOSED AND 8Y EMPHASIZING EROSION CONTROL THEN <br /> ;, �, i I , , I <br /> SEDIMENT CONTROL . <br /> ELEMENT #13 - PROTECT ON-SITE STORMWATER MANAGEMENT BMP'S <br /> FOR RUNOFF FROM ROOFS AND OTHER HARD SURFACES: N/A <br /> NOT�:• <br /> 1. CESCL CONTACT INFORMATION MUST BE SUBMITTED TO C�TY . <br /> INSPECrOR PRIOR TO ANY WORK. INSIGHT EN6INEERING CO. <br /> 2. CLEARING LIMIT AND SILT FENCE SHALL BE ON THE " <br /> PROPERTI' LINE. P.O. BOX - 147H ' <br /> EVERETT, WA 98206 . , <br /> (425) 303-9363 (425) 303-9362 FAX � <br /> , INFO@INSIGHTENGINEERING.NET <br /> , - SITE ADDRESS: 12704 BOTHELL-EVERETT HW , <br /> o EVERET7; WA 98208 <br /> � � TAX ACCOUNT N0.'S: 28053000400200 <br /> REV. N0. DESCRIPTtON INITIALS DATE <br /> This Record Drawing has been prepared, in part, based <br /> Know what's b@�OW. � <br /> on"As-8uiit" information provided by others.Though <br /> Call before you dig. the as-built information and this drawing are based on R <br /> UTILI7'YCONFLICTNOTE:' the best available information, no presumption should � I�' ' <br /> e rnade re ard' g the drawing's accuracy. .�� �� WAs�tl�� NE 1/4, SE 1/4, SEC.30, T,28N.,R.SE., W.M. - <br /> ca vTION� � �,� �� �� � � � `'�9 B.I.G. PARKING EXPANSION � <br /> THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, ��� �. _� � � � . <br /> DIMENSION, AND DEPTH OF ALL EXISTING UTILIT/ES WHETHER SHOWN ON THESE Signed By � � _ . <br /> PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL � ,.� DWG FILENAME DESIGNED BY: DATE: SCALE: JOB ND.: <br /> AND VER7ICAL LOCATION PRIOR TO CONSTRUCTION: THIS AND THEN SHALL � � ' Permit Inspector 364s q w <br /> INCLUDE CALLING UTILIlY LOCATE � 1-800-424-5555 POTHOLING ALL OF THE G g�'�� 150712-AB.DWG JRC 08-15-2017 1"=10' 15-�712 . <br /> EXISTING UTILITtES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY Pi'I�tt Nat71@ &T1tIE' t�sslOS T E��� <br /> VERIFY WHETNER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS NAL AS-BUILT SHEET <br /> SHOWN ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC <br /> INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, 03/05/2020 SWPP PLAN CZ.O <br /> THE CONTRACTOR SNALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO <br /> RESOLVE ALL PROBLEMS PRlOR TO PROCEEDING WITH CONSTRUCTION. � <br />