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W
<br /> i i :
<br /> N PROJECT
<br /> � PROJECT NAME
<br /> w
<br /> = EVERETT WATERFRONT
<br /> �
<br /> � HOTEL INDIG4
<br /> U LEGEND ABBREVIATIONS CITY OF EVERETT STANDARD PLAN NOTES
<br /> Q
<br /> �
<br /> �
<br /> X CLEARING AND GRAD/NG PROJECT ADDR � ��
<br /> N b�.�,$ ���
<br /> XIE STING PROPOSED AC ASPHALT CONCRETE PAVEMENT LCPE UNED CORRUGATED POLYETHYLENE PIPE .,� ""' ' `"' ' ' '-' ' ^^^ "�
<br /> ROADWAY CENTERLINE --- -- - -- ---- ------ - -- ------ -- ----- - AP ANGLE POINT LF LINEAL FEET A. ALL ENVIRONMENTALLY SENSITIVE AREAS AND THEIR BUFFERS SHALL BE FLAGGED FOR EASY IDENTIFICATIDN BEFORE
<br /> PROJECT BOUNDARY LtNE - - _ _ ATB ASPHALT 7REATED BASE LT LEFT CLEARING TAKES PLACE AFTER THESE AREAS ARE FLAGGED AND CLEARING UMITS ARE APPROVED, AN AREA WIDE EVERETT, WA =
<br /> AVE AVENUE LUI LAND USE INSPECTOR ENOUGH TD INSTALL A SlLT FENCE AT THE CLEARING LIMITS, BY HAND OR BY MECHANICAL METHODS, MAY BE CLEARED.
<br /> PROPERTY BOUNDARY LINE -- ---- ----- -- BCR BEGIN CtJRB RETURN MAX. MAXIMUM THE TOP OF THE SILT FENCE SHALL BE REFLAGGED AFTER INSTALLA770N. IF A SILT FENCE /S NOT REQUIRED, THE AREA CLIENT
<br /> BOC BACK OF CURB MSE MECHANICALLY STABILIZED EARTH SHALL BE DELINEATED USING AN ORANGE BARRIER.
<br /> RIGHT-OF-WAY LINE - - - - BOW BOTTCJM OF WALL MH MANHOLE WATER PLACE
<br /> EASEMENT LINE - - -_ _` .._ - _ __ _ - - _ _ CASP CRITICA� AREA SITE PLAN MIN. MINIMUM B. ALL PERIMETER EROSION AND SEDIMENT CONTROL SHALL BE CONSTRUCTED, OPERATIONAL, AND INSPECTED BY THE HOTEL, LLC
<br /> � CENTERLINE MJ MECHANICAL JOINT PUBLIC WORKS INSPECTOR PRIOR TO INITIATION OF C�EARING AND GRUBBING OPERATIONS.
<br /> EDGE OF PAVEMENT LINE --------------------- --- - CB CATCH BASIN N NORTH
<br /> CDF CONTROLLED DENSITY FILL NIC NOT IN CONTRACT C. DANGER TREES SHALL BE IDENTIFlED THROUGH A JOINT INSPECTION (NVOLVING BOTH THE DEVELOPER AND PUBLIC WQRKS
<br /> 10' CONTOUR LINE -- -- - - -- - 290--- -- - - - -- CMP CORRUGATED METAL PIPE O.C. ON CENTER INSPECTOR. NO TREES SHALL BE REMO1/ED UNTIL PERMISSION iS OBTAINED FROM THE APPROPRIATE PARTIES.
<br /> 2' CONTOUR LINE -- -- - - -- -- - --- -- - -- --- - --- --- COE CITY OF EVERETT PG POINT QF CURVATURE
<br /> CONC. CONCRETE PE PLAIN END D. WHERE POSSIBLE, NATURAL VEGETATlON SHALL BE MAINTAINED FOR EROSION AND SEDIMENT CONTROL.
<br /> SANITARY SEINER MAIN c�� - ------- -- -- - SS SS CONN. CONNEC770N PI PO1NT OF INTERSECTION
<br /> WATER LINE ------- '�� -- - - - - - - - - - - - - - CONT. CONTINUOUS PL PLACE E. AS CONSTRUCTION PROGRESSES AND SEASONAL COND1170NS DtCTATE, THE EROSION CONTROL FACI�ITIES SHALL BE
<br /> --- ' CPP CORRUGATED POLYETHYLENE PIPE PT POINT OF TANGENCY MAtNTAINED AND/OR ALTERED AS REQUIRED TO ENSURE CONTINUING EROSION/SEDIMENT CONTROL
<br /> FIRE SUPPLY ----- F ----------- --- -F -F -F -F -F -F -F - (W/SMOOTH INTERIOR WALLS) PVI POINT OF VERTICAL INTERSECTiON
<br /> CSBC CRUSHED SURFACING BASE COURSE PUE PUBLIC UTiLfTY EASEMENT F. ALL TEMPORARY EROSION AND SEDIMENT CONIROL BMP'S SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UN17L
<br /> STORM PtPE - ---- ------- `��� -------------- �� �=�� - � - � ��_� CSTC CRUSHED SURFACING TOP COURSE PWS PUBLIC WORKS STANDARDS SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS eOMPLETED, PERMANENT DRAINAGE FACILITIES ARE OPERA770NAL,
<br /> GAS LINE -----GA: ----- GAS DIA. DIAMETER REQ'D. REQUIRED ANQ THE POTENTIAL FOR EROSION HAS PASSED.
<br /> DI DUCTILE 1RON ROW RIGHT-OF-WAY
<br /> FENCE LINE __________� X ___________________.____ DW DRNEWAY RT RIGHT G. AT A MINIMUM, EROSION AND SEDIMENT CON7ROL FACILITIES SHALL BE MAINTAINED MONTHLY, OR FOLLOWING EACH
<br /> POWER LINE - ------- ��,p -------- -------- -- E EAST S SOUTH RUNOFF-PRODUCINGT STORM, TO ENSURE PROPER OPERATION OF ALL EROSlON AND SEDIMENT CONTROL FACILITIES.
<br /> ECR END CURB RETURN SD STORM DRAIN
<br /> BURIED POWER LINE -----------`3�'-- ------- EDDS ENGINEERING DEStGN AND SP SPACE H. APPROVAL OF THIS PLAN DOES NOT CONSTITUTE AN APPROVAL OF DESIGN, SIZE, NOR LOCATION OF PERMANENT PIPES, —
<br /> UTILITY EASEMENT DEVELOPMENT STANDARDS SS SANfTARY SEWER RESIRICTORS, OR DETEN770N FACILITIES; BUT 1S AN APPROVAL OF EROSlON AND SEDIMENT CONTROL BMP'S ONLY.
<br /> - — — — - — — — — — — - EL. ELEVATION SSD STOPPING SIGHT DISTANCE
<br /> TELEPHONE LINE ---- T -------------- EOP EDGE OF PAVEMENT STA STA770N i. THE PUBLIC RIGHT-OF-WAY SHALL BE KEPT CLEAN. 1RACKING OF MUD AND DEBRIS FROM THE SITE WILL NOT BE
<br /> ESC EROStON AND SEDIMENT CONTROL TESC TEMPORARY EROStON AND SEDIMENT CONTROL ALLOWED. FAILURE TO COMPLY WITH THIS COND1170N WILL RESULT IN ALL WORK ON THE SITE BEING STOPPED.
<br /> BURIED TELEPHONE LINE -- ---- ��i�-------------- ESD ENTERING SlGHT QISTANeE TOC TOP OF CURB
<br /> SWALE - - -- ---- _ __ _ __ ESMT. EASEMENT T1P. TIPICAL J. THE WASHINGTON STATE CLEAN AIR ACT REQUIRES THE USE OF ALL KNOWN, AVAILABLE, AND REASONABLE MEANS OF
<br /> EVA EMERGENCY VEHICLE ACCESS TBW TOP BACK OF WALK CONIROLLING AIR POLLUTION, INCLUDING DUST. DUST CAN BE CONTROLLED BY WETTING EXPOSED SOILS, WASHING TRUCK .
<br /> SILT FENCE - --- ------ -- ----- —X X X X X— EXtST. EXISTING TOW TOP OF WALL WHEELS BEFORE THEY LEAVE THE SITE, AND INSTALLING AND MAINTAINING ROCK CONSTRUCTION ENTRANCES.
<br /> CONSIRUC7IQN FENCIN� FL FLOW LINE UNO UNLESS NOTED OTHERWISE CONSTRUCTJON VEHtCLE 1RACKOUT IS A MAJOR SOURCE OF DUST AND ANY EVIDENCE OF TRACK-OUT CAN TRIGGER FlNES
<br /> // f/ // // FL. FLANGE VERT. VERTICAL FROM THE DEPARTMENT OF ECOLOGY OR THE PUGET SOUND AIR POLLUTION CON7ROL AGENCY. 1 PUBLIC WORKS PERMIT 3/28/Zs
<br /> FOC FACE OF CURB WSDOT WASHlNGTON DEPT. OF TRANSPORTA770N �
<br /> CLEARING LIMIT - — — — — - HORIZ HORlZONTAL W/ WtTH K. EVERY EFFORT SHALL BE MADE TO CLOSE UTILITY LINES BY THE END OF THE DAY AND MATERtAI EXCAVATED DURING N0. ISSUED DATE
<br /> SANITARY SEWER CLEAN OUT t� � IE INVERT ELEVATION W WEST UNDERGROUND UTIUTY CONSTRUC170N SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES (WHERE CONSISTENT WITH
<br /> INT INTERSECTION WS WATER SERVICE REvisioNs
<br /> SANITARY SEWER MANHOLE � �; � , _i � , y� SAFETY AND SPACE CONSIDERATIONS).
<br /> STORM DRAIN CATCH BASIN - TYPE ! ;_�j ,�; �S �� � �S� � ��'���� ��u� � � ���'���� ��(�U"'l CONSULTANTS
<br /> �' STORM DRAINAGE
<br /> � 1� CIVIL ENGWEER
<br /> STORM DRAIN CATCH BASIN - TYPE ll (�,�� (�� CPH Consultants
<br /> 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED, 11431 Willows Road NE,Suite 120
<br /> STORM DRAIN INLET (NO CATCH) �--� � GENERAL PROJECT NOTES TESTED, AND ACCEPTED BY THE CITY OF EVERETT Redmond,WA98052 �
<br /> STORM DRAIN CULVERT � - -- - ' T:425.285.2390, F:425.285.2389
<br /> '�- - - -- -i 2 ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT STANDARDS AND STANDARD SPECIFICATIONS OF
<br /> 1. ALL WORKMANSHIP, METHODS AND MATERIALS FOR THIS PROJECT SHALL CONFORM TO THE LATEST EDITION LANDSCAPEARCHITECT
<br /> WATER CAP�PLUG ? � OF THE STANDARD SPECIFICATIONS FOR ROAD, BRtDGE, AND MUNICIPAL CONSTRUCTION AS PRODUCED BY WSDOT�APWA Geyer Coburn Hutchirts(GCHj
<br /> WATER COUPLING �� WSDOT AND THE WASHINGTON STATE �HAPTER OF THE APWA; CI TY OF EVERETT DESIGN AND CONSTRUC170N 1607 De�er Ave N,Suite 3
<br /> -, � 3. APPROXIMATE LOCATIONS OF EXISTING UTIL/TIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR Seattle,WA 98109
<br /> GUARD POST r � STANDARDS AND SPECIFICATIONS FOR DEVELOPMENT AND ANY SPECIAL PROVlS10NS PROVIDED BY THESE CONVENIENCE THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVDID DAMAGE TO T:206.285.4422, F:206.285.0644
<br /> PLANS OR OTHER �ONTRACT DOCUMENTS FOR THE PROJECT. ANY ADDITIONAL UTtL(TIES SHOWN. IF CONFLICTS W1TH EXISTtNG UTIL111ES ARISE DURING CONSTRUCTION, THE STRUCTURAL ENGWEER
<br /> REDUCER �:> � CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE
<br /> 2. EXISTING UTILI TIES ARE SHOWN IN THESE PLANS PER THE LATEST AVAILABLE INFORMATION. THE Brienen Structural Engineers,PS
<br /> THRUST BLOCK -� � CONTRACTOR SHALL VERIFY THE LOCATtONS OF ALL UTiLI T1ES AND RELATED SURFACE FEATURES WI THIN THE C�TY ENGtNEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. 1316 Central Avenue S,Suite 200
<br /> PROJECT AREA AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES WITH THE PLAN INFORMATION PRIOR TO Kent,WA98032
<br /> WATER MEi'ER � � 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND T:206.397.0000
<br /> CONSIRUC170N. THE CONTRACTOR SHALL, AT MINIMUM, CONTACT THE UNDERGROUND UTILITIES LOCATE GRADE PRIOR TO STARTING CONSTRUCTION. MECHANICAL/ELECTRICALENGINEER
<br /> 2 NOZZLE FIRE HYDRANT �� � CENTER (1-800-424-5555) TO HAVE UTILITIES VERIFIED ON THE GROUND PRIOR TO CONSTRUCT(ON. Tres West Engineers,Inc.
<br /> 3 NOZZLE FIRE HYDRANT -t�;�- � 3. THE TEMPORARY EROSION AND SEDlMENi'i4T10N CON7ROL (TESC) MEASURES SHOWN IN THESE PLANS SHALL 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED 'bUMP NO WASTE; DRAINS TO S�REAM, �AKE, RI VER, PUGET 2702 South 42nd Street,Suite 301
<br /> BE CONSIDERED A MINIMUM. THE CONTRACTOR SHALL PROVIDE ANY REASONABLE ADDITIONAL MEASURES AS SOUND, OR WETLAND." eH00SE APPROPRIATE FEAiURE FOR THE PROJECT Tacoma,WA98409
<br /> FLANGE/BUND FL JOINT '� �� MAY BE REQtIiRED TO FACILITATE ACTUAL SITE RUNOFF CONDI170NS AT THE TIME OF CONSTRUCTIDN. ALL T:253.472.3300
<br /> MECHANICAL JOlNT _ C NECESSARY EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE IN-PLACE PRIOR TO ANY WATER INTERIOR DESIGN
<br /> DEMOLI TION OR CONSTRUCTION ACTI Vt TI ES. Jensen Fey Architecture+Pianning
<br /> PUSH-ON�HUB JOINT C C A. NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN APPROVED BACKFLOW PREVEN110N 7730 Leary Way NE
<br /> THREAD JOINT � 4. ALL NEW PAVEMENT, SIDEWALKS, AND CURB AND GUTTER /NSTALLED BY THIS PROJECT SHALL BEAR ON DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING, DISINFECTION, AND RECEIPT OF SAI7SFACTORY BACTERIOLOGICAL Redmond,WA98052 _
<br /> ' TEST RESULTS T:425.216.0318
<br /> AIR RELIEF VALVE �;N SUITABLE, COMPACT FOUNDATION SOILS IN ACCORDANCE WiTH THE REQUIREMENTS OF THE STANDARD
<br /> � SPECIFICATiONS AND PROJECT CONTRACT DaCUMENTS. SIMI�AR EXISTING FACILITIES TO REMAlN, WHICH ARE
<br /> � DISTURBED OR DAMAGED DURING CONSIRUCTtON, SHALL BE REPLACED /N-KIND TO THE SAME STANDARDS B. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE CITY UTIUTIES DEPARTMENT AT THE DEVELOPER'S DRAWING STATUS
<br /> BLOW-OFF VALVE T
<br /> BUTTERFLY VALVE ;� � OF NEW FACILITIES. CONNECTION. ETHE CITY U17LIT1ES DEPARTMENT SHA�L THERE FTER DETERMINE' THE DATE AND�TiMEOR E�'CH THE BUILDING PERMIT SET
<br /> CHECK VALVE �z,; j� 5. ALL PAVEMENT MARKINGS SHALL CONFORM TO THE WSDOT STANDARD PLANS AND SPECIFICATIONS AS CONNECTION SHALL BE MADE.
<br /> AMENDED �R SUPPLEMENTED BY THE PROJECT PLANS, DETAILS, AND SPECIFICATIONS AS PROVIDED IN THE Discrepancies must be reported to the Architect
<br /> GATE/GENERAL VALVE �c N CONTRACT DOCUMENTS. C. ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS. before proceeding. Only figured dimensions are
<br /> PLUG VALVE �� � 6. ALL EXISTtNG ON-SITE WELLS OR SEPi7C TANKS SHALL BE PROPERLY ABANDONED BY A LICENSED D. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF CONSTRUC�tON. THE CITY OF to be used. Contractors must check all
<br /> GAS METER u p CONTRACTOR, GERTIFIED TO PERFORM SUCH WORK, AND WRITTEN VERIFICATION OF ABANDONMENT SHALL BE EVERETT ENGINEERING DEPARTMENT CONSTRUCTION DIVISION MUST BE NOTIFIED AT LEAST 24 HOURS PRIOR TO dimensions on site. This drawing is protected �
<br /> PROVIDED TO THE OWNER, WASHINGTON STATE DEPARTMENT OF ECOLOGY, AND SNOHOMISH COUNTY HEALTH COMMENCEMENT OF CONSTRUCTION. by copyright. _
<br /> GAS VALVE � t]I DEPARTMENT IN ACCORDANCE WITH APPL/CABLE AGENCY REGULATIONS.
<br /> PAD MOUNTED 7RANSFDRMER E. TNE DEVELOPER OR THE DEVELOPER'S AUTHORIZED AGENT SHALL NOTIFY THE CITY OF UTILITIES DEPARTMENT OF A
<br /> ��'-� � 7. THE MATERIALS AND METHODS OF INSTALLATION FOR ALL WATER AND SANITARY SEWER FACILITtES SHALL PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS DURING CONSTRUCTION ON A 24 HOUR BASIS. ALL DIMENSIONS ARE SHOWN IN IMPERIAL.
<br /> POWER VAULT i ;�>-; �p BE IN ACCORDANCE WITH THE LATEST CITY OF EVERETT STANDARDS.
<br /> - F MAINTAIN A MINIMUM OF ]0 FEET HORIZONTAL AND 18 INCHES VERI7CAL SEPARATION BETWEEN POTABLE AND
<br /> TRANSMISSIQN TOWER (SCALEABLE) ;� 8. AT LEAST TWO COPlES OF THESE PLANS SHALL BE ON THE JOB SITE WHEN CONSTRUCTION IS IN PROGRESS. NON-POTABLE CONVEYANCE SYSTEMS.
<br /> UTILITY POLE c + THE CONTRACTOR SHALL ALSO HAVE COPIES OF THE APPLICABLE REGULATORY AGENCY STANDARDS
<br /> AVAILABLE AT THE J08 SITE DURING THE RELATED CONSTRUC110N OPERATIONS. ALL APPLICABLE PERMITS G. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY C1TY UTILITIES DEPARTMENT PERSONNEL ONLY. ALL YALVES, NEW
<br /> POWER POLE -�� -a- SHALL BE OBTAINED PRIOR TO ANY CONSTRUC110N ACTIVITY. ONE COMP�ETE SET OF PROJECT PLANS WITH AND EXtSTING, SHALL BE ACCESSIBLE AT ALL TIMES.
<br /> UTILITY POLE ANCHOR <-- E- PROJED� OF AS-BUILT INFORMATION SHAtL BE PROVIDED TO THE PROJECT ENGINEER AT THE END OF THE SAN►TARYSEWER C 0 N S U L T A N T S
<br /> TELEPHONE RISER ° ' 9. THE CONTRACTOR SHALL COORQINATE ACTIVITIES OF ALL U17LITY PURVEYORS IMPACTED BY WORK FOR THIS Site Planning• Civil Engineering
<br /> TELEPHONE VAULT ' T ' T PROJECT AND SHALL CONTACT THEM PRIOR TO CONSTRUCTION TO SCHEDULE WORK FOR PROVISIONS FOR A. ALL WORK AND MATERIALS SHALL CONFORM TO THE CI TY OF EVERETT STANDARDS AND WSDOT/APWA STANDARD �and Use Consulting• Project Management
<br /> �---r � SPEClFICATIONS.
<br /> BUS STOP Ls B�� AND BE RESPONSIBLE TO SUPPORT, MAINTAIN, OR OTHERWISE PROTECT AND KEEP IN SERVICE ALL EXISTING 1143R d'mondRw sso52e12o .
<br /> �--- � UTILITIES WHETHER SHOWN OR NOT SHOWN ON THESE PLANS DURING CONSTRUeTION. B. NO PART OF THE SANITARY SEWER SYSTEM SHALL BE COVERED, CONCEALED OR PUT INTO USE UNTIL (T HAS BEEN
<br /> MA1L BOK Phone:(425)285-2390 I FAX:(425)285-2389
<br /> �' � TESTED, INSPECTED, AND APPROVED BY THE CITY INSPECTOR. www.cphconsu�tants.com
<br /> RIP RAP - 10. U71LIT1ES, OR INTERFERING PORTIONS OF UTIL117ES, THAT ARE ABANDONED IN PLACE SHALL BE REMOVED BY
<br /> THE CONTRACTOR TO THE EXTENT NEGESSARY TO COMPLETE THE PROPOSED WORK. THE CONTRACTOR C. APPROXIMATE LOCATIDNS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABl.E RECORDS AND ARE SHOWN FOR STAMP NORTH ARROW
<br /> SHALL PLUG THE REMAINING EXPOSED ENDS OF ABANDONED U17LI71ES. CUTTfNG AND PLUGGING OF LINES TO '
<br /> ROCKERY {`�-�_� �-� BE ABANDONED SHALL BE CONSIDERED lNC1DENTAL TO OTHER WORK PERFORMED. ANY ADDITIONAL UT1Ll�ESNOT�SHOWNLL BECONF��TS'BW1TH�XISTING'CU L�E� AR�EAD�RING CONSTRU�TION,A��E TO �����$ ,� . ��.
<br /> SHRUB �;; � CONTRACTOR SHALL NOTIFY iNE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE �" �� �_ . �� �� �
<br /> GENERAL SIGN �- .� 11. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL PROVtSIONS OF THE SOILS CITY ENGINEER PRIOR TO COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. ��� �. Y �',�°'�" Y�
<br /> REPORT FOR THE SITE BE OBSERVED AND GOMPLIED WITH DURING ALL PHASES OF SITE PREPARA170N, � y� ��x aA
<br /> REGULATORY SIGN -�- � GRADING OPERA170NS, FOUNDATION, SLAB AND PAVING CONSTRUCTION. THE CONTRACTOR SHALL NOTtFY D. ALL SEWER MAIN EXTENSIONS WITHIN THE PUBUC RI�HT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SlJRVEY FOR � ��•
<br /> �,,� THE PROJECT ENGINEER IMMED/ATELY OF ANY PROV(SIDN OF THE SOIL REPORT WHICH CONFLICT WITH LINE AND GRADE PRIOR TO STARTING CONSTRUCTION. ` �� � ` ``' �
<br /> lREE (CONIFER) ;a � INFORMATION SHOWN ELSEWHERE ON THESE DRAWINGS, OR WH/CH REQUIRES FURTHER CLARIFICA�ION. � � �r.� � ��,�',��'�'` _
<br /> TREE (DECIDUOUS) ��' � � °� `� ���T� �'
<br /> `�---' 12. THE OWNER SHALL OBTAIN THE SERVICES OF A QUAl.IFIED SOILS ENGtNEER AND/OR TESTIN� AGENCY TO � � ,,_,...� { ����N�� � _ ` � •�,.
<br /> YARD UGHT z� �E PERFORM SUBGRADE/BACKFILL DENSITY TESTS OR TO DIRECT THE REMOVAL AND REPLACEMENT OF ANY ��.�•� � �
<br /> - ; ����� .��
<br /> BRIDGE/TUNNEL � _ � �, tJNSUITABLE MATER(ALS DURING CQNSTRUCTION. A REPRESENTATIVE OF THE SOILS ENGINEER AND/OR
<br /> ------ --- --- --, TESTING AGENCY SHALL BE AVAtLABLE TO OBSERVE AND TO VERIFY FIELD CONDI TIONS AS WORK PROCEEDS. DRAV��NG TIT�E � y3
<br /> ASPHALT PAVEMENT � �__ _ ; THE SOILS ENGINEER SHALL SUBMIT FIELD REPORTS AS REQUIRED TO CERTIFY THE METHODS AND
<br /> CONCRETE �! � MATERIALS ARE IN ACCORDANCE WITH PROJECT SPECIFtCA770NS. THE CONIRACTOR SHALL COORDINATE THE LEGEND, ABBREVIATIONS
<br /> 3 ---
<br /> _i APPROPRIATE SOILS INSPECTIONS AND TESTING. AND GENERAL NOTES
<br /> 13. THE CONTRACTOR SNALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFlC CONTROL DURING
<br /> � CONSTRUCTION ADJACENT TO OR WITHIN ALL PUBUC ROADWAYS. TRAFFtC CONTROL MEASURES SHALL BE IN
<br /> ! PLACE PRIOR TO ANY CONSTRUCi1DN ACTIVITY. THE CONTRACTOR SHALL MAINTAIN ACCESS TO ALL PRIVATE DRAWN CHECKED
<br /> - PROPERTY DRIVEWAYS DURING CONSTRUC170N.
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<br /> �, � Copyright�O 2017 CPH Consultants,LLC. All Rights Reserved.
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