|
Y
<br /> N DEMOLITION AND TESC PLAN
<br /> i FORIt
<br /> BROWN BEAR CAR WASH ®-CLEARING NOTES: a
<br /> SEC.29, TWN. 29 N., RGE. 5 E.W.M. 1. DEMOLISH EXISTING CONCRETE AND DEPOSE OFFSITE.SITE PLAN SHOWS --(_
<br /> MINIMUM EXTENTS OF PAVEMENT REMOVAL IT MAY BE NECESSARY TO `o a Q
<br /> CITY OF EVERETT, KING COUNTY,WASHINGTON REMOVE MORE PAVEMENT TO ACCOMPLISH REMOVAL OF FUEL OPERATIONS. 0 O
<br /> CV
<br /> 2. REMOVE EXISTING TANK SLAB AND DISPOSE OFFSITE. s ; rc tN> Q co
<br /> Pli 0 3. REMOVE EXISTING LASTS AND PIPING AND DISPOSE OFFSITE,SEE DEEP U
<br /> Q >> O
<br /> EXCAVATION/SNORING NOTE. 0 U < >
<br /> D® 00• 41111, //fI 4. APPROXIMATE SAWCUT LIMITS. rc W Z tY 0
<br /> 1"=20• - j 5. REMOVE EXISTING DISPENSERS AND ISLANDS AND DISPOSE OFFSITE. N �•' a W
<br /> 6. REMOVE EXISTING FUEUNG CANOPY,CANOPY COLUMNS AND FOOTINGS,AND o zCa W
<br /> m
<br /> V//// o APPURTENANCES AND DISPOSE OFFSITE. Z O z En ry
<br /> CV(J_!L1 © 7, PROTECT EXISTING OVER HEAD POWER TO REMAIN. 1' J> M ;
<br /> EROSION CONTROL NOTES: COE EROSION CONTROL STANDARD NOTES: • a 8. PROTECT EXISTING CATCH BASIN TO REMAIN. u u : 0>O W
<br /> 1. ALL NECESSARY EQUIPMENT AND MATER IS SHALL 1. APPROVAL OF THE EROSION/SEDIMENTATION CONTROL(ESC)PLAN DOES
<br /> BE AVAILABLE ON SITE TO FACILITATE RAPID NOT CONSTITUTE AN APPROVAL OF PERMANENT ROAD OR DRAINAGE © 9. CONTRACTOR TO CONFIRM EXTENTS OF REMOVAL/PROTECTION FOR EXISTING $ 2 m
<br /> INSTALLATION OF EROSION AND SEDIMENT CONTROL DESIGN(E.G.SIZE AND LOCATION OF ROADS.PIPES,RESTRICTORS, t MONITORING WELLS,TYP. S W
<br /> BAPS WHEN RAIN IS IMMINENT. CHANNELS,RETENTION FACILITIES,UTILITIES). ' /// tn' a < o Q
<br /> 10.PROTECT EXISTING VACUUM STATIONS TO REMAIN,TIP,
<br /> 2. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE 2. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, /
<br /> MAINTENANCE.REPLACEMENT.AND UPGRADING OF THESE ESC FACILITIES 11.PROTECT EXISTING YARD LIGHTS TO REMAIN,TIP.
<br /> SATISFACTION OF THE AUTHORITY HAVING IS THE RESPONSIBILITY OF THE APPLICANT/CONTRACTOR UNTIL ALL 12.PROTECT EXISTING TRASH ENCLOSURE TO REMAIN.TIP. ^
<br /> JURISDICTION AFTER EACH RUN-OFF PRODUCING CONSTRUCTION IS COMPLETED AND APPROVED AND • IN
<br /> RAINFALL. VEGETATION/LANDSCAPING IS ESTABLISHED. 13 J ® 8 N
<br /> � 13.PROTECT EXISTING TREES TO REMAIN,7YP. _
<br /> 3. THE CONTRACTOR SHALL INSTALL ADDITIONAL 1 THE BOUNDARIES OF THE CLEARING LIMITS SHOWN ON THE PLAN SHALL11 p
<br /> Ai 14,CONTRACTOR TO CONFIRM SCOPE OF REMOVAL PROTECTION FOR EXISTING
<br /> EROSION CONTROL MEASURES AS AAY BE REQUIRED BE CLEARLY FLAGGED IN THE FIELD PRIOR TO CONSTRUCTION.DURING .' ® a • , REMOVAL/PROTECTION
<br /> -
<br /> BY THE AUTHORITY HAVING JURISDICTION WE TO THE CONSTRUCTION PERIOD,NO DISTURBANCE BEYOND THE FLAGGED TTj CHEVRON SIGN.
<br /> UNCOMPLETED GRADING OPERATIONS OR CLEARING LIMITS SHALL BE PERMITTED.THE RAGGING SHALL BE /AUTO SE(i7 / j'
<br /> UNFORESEEN CIRCUl6'TANCES WHICH MAY ARISE. MAINTAINED BY THE APPLICANT/CONTRACTOR FOR THE DURATION OF UI DING TO REINyN�a �
<br /> 4. UNFORESEEN
<br /> ADEQUATE EROSION AND SEDIMENT CONTROL AND CONSTRUCTION. I.IfI // I.
<br /> --`` ® CD-CONSTRUCTION NOTES:TESC
<br /> PERIMETER PROTECTION BEST MANAGEMENT PRACTICE 4. THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED IN /
<br /> MEASURES MUST BE INSTALLED AND MAINTAINED. CONJUNCTION WISH ALL CLEARING AND GRADING ACTMTIES,AND IN SUCH o`••/ ® //� ` 1. CONSTRUCT TEMPORARY ID'CONSTRUCTION GTE.COORDINATE PLACEMENT WITH (i N-
<br /> A MANNER AS TO ENSURE THAT SEDIMENT AND SEDIMENT LADEN WATER o a ao 1010� INSPECTOR.M TEMPORARY CONSTROCTK)N GATE AS NECESSARY OVER COURSE Z O
<br /> 5. PERIODIC STREET CLEANING E REQUIRED TO OF CONSTRUCTION. r-
<br /> DO NOT ENTER THE DRAINAGE SYSTEM,ROADWAYS,OR VIOLATE
<br /> REMOVE ANY SEDIMENT TRACKED OFF THE SITE. OCT
<br /> APPLICABLE WATER QUALITY STANDARDS. _ .' 11 2, TEMPORARY CORUCTKW FENCE(6•HIGH CHAIN DNK OR EOUNALENT)FIELD > 69
<br /> 7 VERFY AND CONFIRM LOCATION WTH OWNER.SEE DETAIL THS SHEET. �l
<br /> DEMOLITION NOTES: 5. THE ESC FACILITIES SHOWN ON THIS PLAN ARE THE MINIMUM r ^T 1 �h (/)) Z Z
<br /> REQUIREMENTS FOR ANTICIPATED SITE CONDITIONS.DURING THE !/�❑ 3. LAMS OF DISNRBANCE. 0
<br /> 1. ALL PAVEMENTS,SLABS,GROUND COVER,UTILITIES, CONSTRUCTION PERIOD,THESE ESC FACILITIES SHALL BE UPGRADED AS N
<br /> UNLESS OTHERWISETC.,INSIDE EUSHOWNMON THE TTS SHALL
<br /> PUWS.REMAIN NEEDED FOR UNEXPECTED SEDIMENT AND S SEDIMENT-LADEN EVENTS DOAPNOT LEAVE TD TO HE STIE /THAT
<br /> O A 4. R MATERIAL
<br /> OCKPILE AND CONCRETE WASHOUT,RELOCATE STAGING AREA AS TRuCTION STAGING AREA.CONTRACTOR TO USE STAGING AREA FONECESSARY Q
<br /> 2. CONTRACTOR SHALL CONTACT AND COORDINATE WITH / x 11 x x I x � Q`2 WPoNC CTOR TU OF CONSTRUCTION. Z
<br /> 6. THE ESC fANT/CS SHALL BE INSPECTED ROUTINELY AND MAINTAINED BY • 5. CONTRACTOR TD PROVIDE AND INSTALL CATCH BASIN INSERTS W ALL CATCH
<br /> THE VARIOUS UDUTY COMPANIES ON REQUESTING THE APPLICANT/CONTRACTOR TO ENSURE THEIR CONTINUED FUNCTIONING, I / I Q BASRS LOCATED DR-SITE CONTRACTOR ALSO TO INSTALL CATCH BASIN INSERTS W I
<br /> DISCONNECTIONS,REMOVALS AND/OR RELOCATION ESPECIALLY AFTER STORM EVENTS. • . 0- ; O IN ANY CATCH BASIN LOCATED OFF-SITE THAT MAY RECEIVE SEDIMENT-LADEN H Et (f)
<br /> OF EXISTING SERVICE. �' e
<br /> 7. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND Q 0 r A RUNOFF. Z Q >
<br /> 3. CONTRACTOR SHALL ASSURE THAT ALL NECESSARY MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN THE 48 HOURS �// 0 }� ' CO W J S
<br /> PERMITS AND CONSTRUCTION APPROVALS HAVE BEEN FOLLOWING A MANOR STORM EVENT. V © •1 ...',l`�'`�' •o o }
<br /> OBTAINED PRIOR TO COMMENCING WORK. ° CID
<br /> �. W N CONSTRUCTION SEQUENCE: I
<br /> 8. AT NO TIME SHWA MORE THAN ONE FOOT OF SEDIMENT BE ALLOWED TO < . II
<br /> •`� ;� ' / �' W
<br /> THE APPROVED CONSTRUCTION SEQUENCE SHALL BE AS FOLLOWS: N-
<br /> 4. CONTRACTOR SHALL REPLACE ALL EXISTING CURB, ACCUMULATE WITHIN A TRAPPED CATCH BASIN.ALL CATCH BASINS AND V Q J
<br /> PAVEMENT AND/OR LANDSCAPING DAMAGED AS A CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING.THE CLEANING f/ 4' 1 0 �� U 1, CONDUCT PRE-CONSTRUCTION MEETING. M
<br /> RESULT OF CONSTRUCTION ACTIVITY. OPERATION SHALL NOT FLUSH SEDIMENT LADEN WATER INTO THE m VVV _ 1 Q �-.
<br /> DOWNSTREAM SYSTEM. 1) 12
<br /> �///, /J • ICI 2. FLAG OR FENCE CLEARING LIMITS.SEE DETAIL THIS SHEET, Q
<br /> 5 VERRIFY AND CONFIRM UNITSRACTOR SHALL,PRIOR OF
<br /> DEMOLITION.
<br /> LI FlELO 9. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE I Y / O P(' OH) I 3. POST SIGN WITH NAME AND PHONE NUMBER OF TESC SUPEfMSOR. Q LLI
<br /> EX CARWASHEXISTING UTILITIES,AND IMPROVEMENTS TO REMAIN. BEGINNING OF CONSTRUCTION ANTI MAINTAINED FOR THE DURATION OF TO REMAIN / tQ4. INSTALL CATCH BISON PROTECTION ON ALL CATCH BASINS THAT AREUTHE PROJECT.ADDITIONAL MEASURES MAY BE REWIRED TO ENSURE THAT / ° oALL PAVD AREAS ARE KEPT CLEAN FOR THE DURATION OF THE PROJECT. '/ ' 1 WITHIN 500 FEET OF THE PROTECT OR COUD POTENTWlY RECEIVE
<br /> r /, CC SURFACE RUNOFF,
<br /> 10.THE CONTRACTOR SHALL PROVIDE PERIODIC STREET CLEANING TO REMOVE ©� j.. 5. INSTALL PERIMETER PROTECTION(SILT FENCE,BRUSH BARRIER,ETC.). LOi
<br /> DEBRIS AND SEDIMENT TRACKED OFF THE SITE. - I/�� //�
<br /> Iy "/1 i`,l II ® 6. CLEAR,GRUB AND EXCAVATE FOR PROPOSED IMPROVEMENTS.
<br /> IT.APPROPRIATE MEASURES SHALL BE TAKEN TO STOP SEDIMENT FROM ( j F/i' 11
<br /> ENTERING SURFACE WATER BODIES IF THE PROPOSED BAPS FAIL 0 : Ii 7. BARE AND/OR DISTURBED SOILS SHALL REMAN UNCOVERED AND/OR RVS DENS
<br /> / 1• 7 N UNSTABIUZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH C,'pi 11A Fy
<br /> 12.BARE AND/OR DISTURBED SOILS SHALL.REMAIN UNCOVERED AND/OR ____ I(�/' _ 11 u, APRIL 30,AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH �4. /9
<br /> UNSTABIUZED FOR NO MORE THAN 2 DAYS FROM OCTOBER 1 THROUGH I ' �//� SEPTEABER 30.
<br /> APRIL 30,AND FOR NO MORE THAN 7 DAYS FROM MAY 1 THROUGH © 1 ✓/ / i 1 1(/ 8. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH CITY OF
<br /> SEPTEMBER 30. ),.,.,/�, //^,I EVERETT STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 1. 47671ti, Q,•
<br /> .1)p(//////1/I � ;O 9. RTHAT ASSSIE COI NDITIONS CHANGE..THROL E EROSIO OR NS D 5 DIMENT CONTROL ALL NEW MEASURES SO fSSONA LTLENT'`��T/�LLL/1/ /T///111J IS ALWAYS IN ACCORDANCE WITH THE CITY TESC MINIMUM REQUIREMENTS. 4/T/2T
<br /> APPROXIMATE LOCATION OF '• 4 TO.SEED ORSOD ANYAREASTOREMAIN UNWORKED FOR MORE THAN 30
<br /> O •a /© ` • Illi
<br /> / DAYS.UPON COMPLETION OF THE PROTECT,ALL DISTURBED AREAS MUST -
<br /> o a.� 4/•• . , : -O BE STABILIZED AND BEST MANAGEMENT PRACTICES REMOVED IF H y d
<br /> UTILITY NOTE: -.....1.1 v i ® APPROPRIATE. N _
<br /> ALL UNDERGROUND UTILITIES AND SERVICES TO REMAIN - "�%� .'.��,'�'"�i©• nil',® '
<br /> UNDISTURBED UNLESS OTHERWISE SHOWN. ALL CLEANOUTS AND ©' • '�' %�.:': i
<br /> OTHER UTILITIES WITHIN REPLACED ASPHALT OR CONCRETE TO BEP• • .•fit''•.��':�� ' / 1 1 1 C
<br /> V.
<br /> RAISED TO FINISHED GRADE. ..'1. : 3 `;• 0 1-5/8'0.D.GALVANIZED n
<br /> e. • •f-:�., 1 Y 8
<br /> DEEP EXCAVATION/SHORING NOTE: :,%. b' © STRETCHER BAR(TIP) SADDLE CLAMP(TIP) o U t E
<br /> i' A�
<br /> TANK EXCAVATIONS SHALL BE PER OSHA REQUIREMENTS,TANK EXCAVATIONS -
<br /> THAT REQUIRE SHORING SHALL BE ENGINEERED ABS PERMITTED SEPARATELY AND " 1..........
<br /> �= ------------V.
<br /> NM
<br /> = >t. t. t. _
<br /> TESL LEGEND: SHALL BE THE RESPONSIBILITY OF THE INSTALLING CONTRACTOR,CONTRACTOR .................. f, y'=` �,,' '" .4i4.4ii•i•i•ii•iiP. Tipi•.4i4.4i4ti•.•ii•iti�i�Ai�i4i�i•ii•ii•ii•l• •n.••••A •• p
<br /> SHALL MAINTAIN SAFE TEMPORARY SLOPE CONFIGURATIONS.UNSUPPORTED • ��x - •••••44••• ••••••••••••••••••4.4.4.444.4 •4•••4••••• C
<br /> ♦•.♦4•.....4 ...4.444.4.444•..4•.•..•.4••.iN IP.•...44.4♦ U
<br /> VERTICAL SLOPES OF CUTS DEEPER THAN 4 FEET ARE NOT RECOMMENDED. m J© tii4ii4iiii4iia .4i4i4ii4ti4i4i4.4.4.4.4ii444tiiiii4.4ii4ii4ii�1• I�i4iiii4ii4i4.4i• C
<br /> ••••••.••• 14.•4.44N 4.44•..444•N•.••.•• �•NN N.44 TA
<br /> . 0 0 0 0 O w 44•.4444.... ew,"•••4•••4.4.4.•.•.4..*:i• NNN44N 1L• ¢
<br /> CATCH BASIN N•44••.N 4...•44N444444.444.4••.•NN �•N ••.••
<br /> PROTECTION .•4..•.•.44•4•4•.•.•.a .4.❖.•.4..444..4........•4•.•.•4.4•4.4•.•4•.•4.4.4.4�1• 4.44.444•44444.44.44• v3i
<br /> DEWATERING NOTE: m ...........� .............................I. ..........•
<br /> 0'.4•••444•. 4•••••4•••••••••••4.44.•.4••4 iv, 444.4•••
<br /> LIMITS OF DISTURBANCE S DEWATERING OF THE EXCAVATION FOR THE REMOVAL OF THE EXISTING 4•..•••4•••. 4•••.•••••••••••..4.4...4•..4., .••••••••• C
<br /> .•.•.••••• •..•4.44.44..44•.4444•.4.4.4• •••••..4.•• O
<br /> ♦•44.4.4.4.1 ••••••••••••.••••4.4�••4.4••4I• 1.•••••••••. bo•UNDERGROUND STORAGE TANKS MAY BE REQUIRED.THE GENERAL CONTRACTOR tttttiiii4iio 4•iiii4i4iiiiii4.4.4i4.4.4.4.4io4i i4i i4.4.4.4i�1• 44.4•••••.• p .
<br /> N.•••.•..
<br /> O)
<br /> SHALL CONTACT THE AUTHORITY HAVING JURISDICTION OVER THIS PROJECT AND 444444444• ••••••••••••••••••••••••••••4• •4.4••••••♦ C d
<br /> A A A II A OBTAIN REQUIREMENTS FOR TREATMENT AND/OR DISCHARGE OF THE REMOVED ♦.44..444444 •444.4.•4..••..••..•.•..4....I 14.444444••
<br /> TEMPORARY 44•.••4•N N44.44.4.44.444•L.N 41••.•.• N.N N•N♦
<br /> / 4••4•.•4.4.P. •••••...4.•44•••44•••4444••N0 i.••4••••••. lJ.l H-N
<br /> CONSTRUCTION FENCE N4..444N N44.4.•44N N..•...N•44NN•, NN44.444♦ $.M u
<br /> GROUNDWATER.CONTRACTOR TO PROVIDE SUMP PUMP AS DETERMINED 4••N••••4•4 -ALL4LP t,,QA:::::::::•::ift1� ,,IL,,mi.P:::: c
<br /> 36TI-1 STREET .••.•4444•• o
<br /> NECESSARY AND DISCHARGE GROUNDWATER TO THE EXISTING STORMWATER H C Q aD Ty
<br /> CONVEYANCE STSIEM. ` V 7 Y -p 0,�7 N
<br /> SURVEY MONUMENT NOTE: 2"X 2"MESH, 11 GAUGE MIN c N d
<br /> �i'
<br /> 10
<br /> CONCRETE BLOCK PROVIDE SECURE ATTACHMENT m UO N C
<br /> Y
<br /> CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE MIN 80 LBS AROUND ENTIRE FENCE PANEL
<br /> DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION
<br /> THAT MAY BE AFFECTED BY CONSTRUCTION ACTIVITY,PURSUANT TO WAG 332-120. APPLICATIONS MUST v
<br /> BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE TEMPORARY CONSTRUCTION FENCE
<br /> MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES.OR
<br /> BY CONTACTING THEIR OFFICE BY TELEPHONE AT(206)902-1190. NOT TO SCALE
<br /> WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES _
<br /> PUBUC LAND SURVEY OFFICE
<br /> P..O1.1 BOX 4 060N EEr S'E' UTILITY CONFLICT NOTE: TREE PROTECTION NOTE: EXISTING CONDITIONS NOTE:
<br /> OLYMPIA,WASHINGTON 98504-7060 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,DIMENSION.AND DEPTH OF ALL EXISTING TREES TO REMAIN AND BE PROTECTED.CONTRACTOR TO ENSURE POTENTIAL UTILITY CONFLICT.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES PRIOR TO .-"'^'
<br /> EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND NO DAMAGE ON TREE ROOT ZONES OCCUR.CONTRACTOR TO CONSTRUCTION.SEE UTILITY CONFI ICT NITTF.THE EXISTING CONDITIONS SHOWN ARE APPROXIMATE,BASED Know what's below. M
<br /> UPON COMPLETION OF CONSTRUCTION,ALL MONUMENTS DISPLACED.REMOVED,OR DESTROYED SHALL BE SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL. INCLUDE INSTALL/IMPLEMENT TREE PROTECTION MEASURES AS NECESSARY. ON GIS DATA AND"AS-BUILT'RECORDS.THE GENERAL CONTRACTOR SHALL'POTHOLE"THE EXISTING E M
<br /> REPLACED BY A REGISTERED LAND SURVEYOR, AT THE COST AND AT THE DIRECTION OF THE CALLING UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF
<br /> CONTRACTOR,PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD UTILITIES WITHIN THE LIMITS OF DISTURBANCE TO VERIFY THE ALL AND VERTICAL AND HORZONTAL i� ' Call before you dig. ; op N
<br /> MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL LOCATION PRIOR TO CONSTRUCTION.ANY WITH THE DESIGN SHALL BE BROUGHT TO THE IMMEDATE Dial 811
<br /> PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. ATTENTION OF THE OWNER AND BARGHAUSEN CONSULTING ENGINEERS.INC.(425-251-6222). i N nj
<br /> 0
<br />
|