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LEGEND DEMOLITION LEGEND ABBREVIATIONS GENERAL NOTES SEDIM NTO ONTROONOTES CONT) � 1+-„�1 � � I $�J����
<br /> DESCRIPTION SYMBOL DESCRIPTION SYMBOL & AND ECR . END CURB RETURN CEMENT CONCRETE 1. ALL WORK SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND 17. ALL CONSTRUCTION STORMWATER DISCHARGE FROM THE SITE SHALL MEET THE
<br /> � AT EG EXISTWG GRADE PED PEDESTRIAN CONSTRUCTION STANDARDS AND SPECIFICATIONS FOR DEVELOPMENT. A COPY REQUIREMENTS OF THE STATE OF WASHINGTON WATER QUALITY STANDARDS
<br /> LIMITS OF WORK --------- I7EM TO BE REMOVED q D DEFLECTION ANGLE EJ EXPANSION JOWT PEAF PERFORATED OF THIS DOCUMENT SHALL BE ON SfTE DURING CONSTRUCTION. FOR SURFACE WATERS (CHAPTER 173-201A WASHWGTON ADMINISTRATIVE CODE)
<br /> °, DEG DEGREE EL ELEVATION PERP PERPENDICULAR FOR TURBIDITY, pH AND PETROLEUM PRODUCTS. CONSTRUCTION STORMWATER
<br /> PROPERTY LINE ITEM TO REMAIN ������������������������������������� 0, DIA DIAMETER ELEC ELECTRICAL Pf POINT OF INTERSECTION 2. EXISTING CONDITIONS SHOWN ARE PER THE PROJECT SITE SURVEY PROVIDED DISCHARGE TURBIDITY FROM THE SITE SHALL NOT EXCEED 5 NEPHLOMETRIC
<br /> x BY PERTEET. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR �
<br /> NUMBER EMBED EMBED (-DED, -MENT) PN POST INDICATOR VALVE TO COMMENCEMENT OF CONSTRUCTION ACTIVITIES. TURBIDITY UNITS (NTU) OVER BACKGROUND TURBIDITY WHEN THE BACKGROUND Heerylnternationallnc.
<br /> EASEMENT LINE - - CAP UTILITY, , % PERCENT ENGR ENGMEER PL PROPERTY LINE, PLATE TURBIDITY IS 50 NTU OR LESS, OR HAVE MORE THAN A 10 PERCENT INCREASE
<br /> SEE SITE DEMOLITION r- f'c CONCRETE COMPRESSIVE EOR ENGINEER OF RECORD PLUMB PLUMBING 100 East Pine Street, Suite 300
<br /> CENTERLINE 3. THE LIMITS OF WORK INDICATED ON THE CIVIL DRAWINGS APPLY TO THE SITE IN TURBIDITY WHEN THE BACKGROUND TURBIDITY IS MORE THAN 50 NTU. THE Orlando, Florida 32801 .
<br /> STRENGTH EQ E�UAL POLY POLYETHYLENE AND UTILITY WORK SHOWN ON THESE DRAWINGS ONLY. THERE MAY BE WORK pH OF THE CONSTRUCTION STORMWATER DISCHARGE SHALL BE WITHIN THE 407.992.6300 .
<br /> REMOVE EXISTING fy REWFORCING STEEL YIELD � EQUIP E�UIPMENT PRC POINT OF REVERSE OUTSIDE OF THE LIMITS OF WORK INDICATED BY OTHER DISCIPLINES OR RANGE OF 6.5 TO 8.5 WITH A HUMAN-CAUSED VARIATION WITHIN A RANGE OF
<br /> STORM DRAM W�ET PROTECTION � ASPHALT PAVEMENT STRENGTH ESMT EASEMENT CURVATURE TRADES. LESS THAN 02 UNITS. CONSTRUCTION STORMWATER DISCHARGES SHALL BE
<br /> (BMP C220) EST ESTIMATE (-D) PROP PROPERTY PROHIBITED IF THERE IS A VISIBLE SHEEN FROM PETROLEUM PRODUCTS. � 0002293
<br /> ABAN ABANDON (-ED) EVC END VERTICAL CURVE PROT PROTECTION 4� SEE THE CIVIL DRAWINGS FOR CIVIL LIMITS OF WORK. UNDER NO CONTRACTOR SHALL PROVIDE FILTRATION AS REQUfRED TO MEET DISCHARGE EB 0005176 .
<br /> TEMPORARY SLOPE PROTECTION REMOVE EXISTMG AC ASBESTOS CEMENT, EW EACH WAY PSF POUNDS PER SOUARE FOOT CIRCUMSTANCES SHALL WORK BE DONE OUTSIDE THE LIMITS OF WORK, UNLESS WpTER �UALITY STANDARDS. �•
<br /> (BMP C123) CONCRETE PAVEMENT � ASPHALT CONCRETE EXCAV EXCAVATION PSI POUNDS PER SWARE INCH INDICATED, WITHOUT WRITTEN APPROVAL FROM THE OWNERS REPRESENTATNE.
<br /> AD AREA DRAIN EXIST EXISTING PT POINT OF TANGENCY, POINT ANY WORK DONE IN AREA ADJACENT TO THE LIMITS OF WORK SHALL BE S N O H OMIS H
<br /> CARRIED OUT ON THE PROJECT SIDE ONLY. 18. INSTALL HIGH VISIBILITY PLASTIC FENCE AT THE LIMITS OF WORK/GRADING.
<br /> SEDIMENT CATCHMENT ADA AMERICANS WITH EXP EXPANSION PVC POLYVINYL CHLORIDE HIGH VISIBILITY PLASTIC FENCE SHALL BE COMPOSED OF A HIGH-DENSITY
<br /> AREA � DISABILITIES ACT EXT EXTERIOR PVI POINT OF VERTICAL 5. EXCAVATION SHALL BE IN ACCORDANCE WITH THE GEOTECHNfCAL ENGfNEERING POLYETHYLENE MATERIAL AND SHALL BE AT LEAST FOUR FEET IN HEIGHT. CO U NTY
<br /> ADDL ADDITIONAL INTERSECTION DESIGN STUDY. THE CONTRACTOR SHALL COMPLY WITH REPORT POSTS FOR THE FENCING SHALL BE STEEL OR WOOD AND PLACED EVERY 6 �
<br /> CENTERLINE OF SWALE - - - ADJ ADJACENT, ADJUST f-ED, FD FOUNDATION DRAIN, PVMT PAVEMENT RECOMMENDATIONS FOF2 TEMPORARY CONSTRUCTIINJ SLOPES AND SHALL NOT FEET IXJ CENTER IMAXIMUM) OR AS NEEDED TO ENSURE RIGIDITY. THE FENCING �
<br /> -MENT, -ABLE) FOOTING DRAIN EXCEED THOSE SLOPES WITHIXIT PRIOR WRITTEN APPROVAL OF THE SHALL BF FASTFNFD TO THF POST FVERY SIX WCHFS WITH A POLYETHYLENE
<br /> TOP OF SLOPE AGGR AGGREGATE FDC FIRE DEPARTMENT � FLOW RATE GEOTECHNICAL ENG[NEER. TIE. ON LINJG CONTINUWS LENGTHS OF FENCIN�, A TENSION WIRE OR ROPE CO U RTHO U S E
<br /> TOE OFo3LOPE � APpD APPROVEDE, ALTERNATIVE FDN FOUNDATION R RADIUS 6. THE CONTRACTOR SHALL CONTACT THE UTILITY NOTIFICATION CENTER THELFENCEUCOLORSSHALLP ETHIGHEVISIBILITYEORANGE.GTHE FE CEETENSILE RE N OVATIO N .
<br /> U-800-424-5555) PAfOR TO EXCAVATING. THE CONTRACTOR SHALL BE
<br /> APPROX APPROXIMATE (-LY) FF FINISHED FLOOR RCMD RECOMMEND (-ED) RESPONSIBLE FOR OBTAINING THE SERVICES OF A PROFESSIONAL UNDERGROUND STRENGTH SHALL BE 360 LBS./FT. USWG THE ASTM D4595 TESTING METHOD. ��
<br /> COMPOST FIUER SOCK ARCH ARCHITECT (-URAU FG FINISHE� GRADE RCP REINFORCED CONCRETE UTILITY LOCATION SERVICE TO LOCATE AND MAINTAIN MARKINGS THAT
<br /> (BMP C235) ASPH ASPHALT FH FIRE HYDRANT PIPE INDICATE LOCATIONS OF UNDERGROUND UTILITIES IN THE CONSTRUCTION AREA. 19. MAINTAIN EX[STING PAVEMENTS AND PERIMETER RETAINING WALLS SHOWN TO
<br /> LfMITS OF STRUCTURE �1 ASSY ASSEMBLY FIN FINISH (-ED) RED REDUCER, REDUCING BE REMOVED FOR AS LONG AS POSSIBLE AS A SOIL STABILIZATION MEASURE.
<br /> ASTM AMERICAN SOqETY FOR FL FLOOR, FLOWLINE, FLANGE REF REFER (-ENCE) 7. SEE THE PROJECT SURVEY FOR THE BASIS OF THE PROJECT COORDMATE
<br /> OVERHEAD TESTWG AND MATERIALS FM FORCE MAIN REINF REMFORCE (-D, -MENT), � SYSTEM. VERTICAL DATUM IS NGVD 88. 20. AT A MINIMUM THE ADDITIONAL CITY OF EVERETT SWRCE CONTROL BEST
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<br /> 8" SD ATB ASPHALT TREATED BASE FT FOOT, FEET REWFORCING MANAGEMENT PRACTICES (BMPS) LISTED BELOW SHALL BE IMPLEMEMED ON �
<br /> PERFORATED STORM DRAIN --------- AVE AVENUE FTG FOOTING REQD RE�UIRED 8 PUB IC SIDE ALKST TRAFFIC STREET USE PERMIT IS RE�UIRED TO CLOSE ANY THE PROJECT SITE SEE THE 2010 STORMWATER MANAGEMENT MANUAL, HI-1309100
<br /> 8" SD RET RETA[NING VOLUME 11, CONSTRUCTION STORMWATER POLLUTION PREVENTION, CHAPTER 3
<br /> STORM DRAIN BCR BEGIN CURB RETURN G 6A5, GUTTER REV REVISION FOR ADDITIONAL INFORMATION. consultants/construction managers .
<br /> BFP BACK FLOW PREVENTER GA GAGE, GAUGE RIM RIM ELEVATION
<br /> AREA DRAIN OO BLDG BUILDING GAL GALLON RJ RESTRAINED JOINT TEMPORARY EROSION AND SEDIMENT CONTROL NOTES A. BMP C120� TEMPORARY AND PERMANENT SEEDIN6 MAGNUSSON
<br /> CAPPED END � BLK BLOCK (-IN�) GALV GALVANIZE (-D) RL RAM LEADER B. BMP C140� DUST CONTROL � .
<br /> BM BEAM, BENCH MARK GB GRADE BREAK ROW RIGHT-OF-WAY 1. THE TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) PLAN SHALL BE C. BMP C150� MATERIAL ON HAND KL EM.EN C I C , __
<br /> CATCH BASfN � BMP BEST MANAGEMENT GEN GENERAL RPM RAISED PAVEMENT MARKER IMPLEMENTED PRIOR TO ANY LAND-DISTURBIN� ACTIVITY ON THE D. BMP C151� CONCRETE HANDLING ASSOCIATES ['"
<br /> PRACTICE GPM GALLONS PER MINUTE RT RIGHT CONSTRUCTIIXJ SITE. E. BMP C152� SAWCUTTING AND SURFACENG POLLUTION PREVENTION so-�<w�oi + CivilEngineers
<br /> BOL BOLLARD �V GATE VALVE RW RECYCLED WATER F. BMP C153� MATERIAL DELIVERY, STORAGE AND CONTAINMENT �
<br /> CLEANWT � BOT BOTTOM 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF DIRT FROM ALL VEHICLES �
<br /> MANHOLE BOW BOTTOM OF WALL H HORIZONTAL S SLOPE, SWTH LEAVIN� THE SITE. ACTIONS MUST BE TAKEN TO MINIMIZE THE TRACKING OF 21. A DISCHARGE AUTHORIZATION PERMIT FROM THE CITY OF EVERETT
<br /> O BSMT BASEMENT HDPE HIGH DENSITY SCHED SCHEDULE MUD AND SOIL FROM CONSTRUCTION AREAS ONTO PUBLIC ROADWAYS. THE MAINTENANCE DIVISIIXJ IS REQUIRED FOR DISCHARGE TO THE COMBINED SEWER.
<br /> SOLIDWALL FIXINDATION DRAIN 6" FD BTWN BETWEEN POLYETHYLENE SD STORM DRAIN CONTRACTOR IS RESPONSIBLE FOR KEEPING ADJACENT ROADWAYS FREE OF CONTACT BRIAN DOOLAN AT 425-257-8288 Ofi BDOOLAN�EVERETTWA.GOV. .
<br /> BVC BEGW VERTICAL CURVE HH HANDHOLE SDMH STIX2M DRAIN MANHOLE DIRT. SOIL TRACKED ONTO THE ROADWAY SHALL BE REMOVED DAILY. -
<br /> 6" PERF FD HMA HOT MIX ASPHALT SE SOUTHEAST 22. THE FOLLOWING SMALL PROJECT BEST MANAGEMENT PRACTICES, OUTLINED IN
<br /> PERFORATED FOUNDATION DRAIN --------- CANT CANTILEVER HORIZ HORIZONTAL SECT SECTION 3. ANY SOIL STOCKPILES SHALL BE LOCATED AWAY FROM SWALES AND CATCH THE CITY OF EVERETT DESI�N AND CONSTRUCTION STANDARDS AND
<br /> CB CATCH BASIN HP HIGH POINT SHT SHEET BASINS. STOCKPILES SHALL BE MULCHED, AND ADEQUATELY CIXJTAINED SPEqFICATIONS FOR CINJSTRUCITON, SHALL BE IMPLEMENTED ON THE PAOJECT
<br /> DROP CONNECTION - 4 CC CENTER TO CEMER HT HEIGHT SIM SIMILAR �
<br /> THROUGH THE IISE OF SEDIMENT BARRIERS. SITE.
<br /> CDF CONTROLLED DENSITY FILL HTB HORIZONTAL THRUST BLOCK S0� SLAB ON GRADE
<br /> FOUNDFTION SLEEVE - CFS CUBIC FEET PER SECOND HYD HYDRANT SPC SPACE
<br /> 4. MITIGATION MEASURES SUCH AS DUST SUPPRESSION TECHNIUUES SHOULD BE IN A. BMP ES1.0� PLANNED CLEARING AND GRADING
<br /> CI CAST IRON SPEC SPECIFICATION PLACE DURING DEMOLITION AND CONSTRUCTION EVENTS TO MINIMIZE THE B. BMP ES2.0� EXCAVATED BASEMENT SOIL
<br /> N 1,433,54484 CIP CAST-IN-PLACE ID INSIDE DIAMETER SQ S�UARE TRACKING AND BROADCASTING OF FUGITIVE PARTICULATE EMISSIONS ONTO C. BMP ES3.0� BACKFILLING
<br /> COORDINATE POINT E 2, 987454 02 CJ CONSTRUCTION JOINT IE INVERT ELEVATION SS SANITARY SEWER
<br /> PUBLIC ROADWAYS AND ACROSS PROPERTY LINES. D. BMP ES4A� REMOVAL OF EXCESS SOIL
<br /> CL CENTERLINE IN INCH SSMH SANITARY SEWER MANHOLE E. BMP ES5.0� MANA6EMENT OF SOIL BANKS
<br /> BUILDING ��������� �� � CLR CLEAR (-ANCE) INCL INCLUDE (-D), INCLUDING ST STREET 5. AT THE CONTRACTOR'S OPTION ALTERNATE METHODS OF TREATMENT OF F. BMP ES8.0� STREET CLEANING "
<br /> � CMP CORRUGATED METAL PIPE INFO INFORMATION STA STATION CONSTRUCTION STORMWATER RUNOFF MAY BE PROPOSED FOR USE FOR G. BMP E59.0� FLOW PATH REDUCTION
<br /> CNR CORNER INT INTERIOR, INTERSECTION STD STANDARD TEMPORARY SEDIMENTATION. THE PROPOSED ALTERNATE METHODS MUST MEET
<br /> CO CLEAN OUT INV INVERT STL STEEL THE EFFLUENT QUALITY REQU[RED BY THE STATE OF WASHINGTON WATER
<br /> COE C1TY OF EVERETT IRR IRRIGATION STRUC STRUCTURAL, STRUCTURE QUALITY STANDARDS FOR SURFACE WATERS. THE CONTAACTOR SHALL SUBMIT
<br /> COL COLUMN SW SOUTHWEST THE ALTERNATE METHODS FOR REVIEW AND APPROVAL BY THE OWNER'S
<br /> COMB COMBINATION JT JOINT SYM SYMMETRICAL REPRESENTATNE PRIOR TO BEGINNING WORK. SEE NOTE 17.
<br /> COMM COMMUNICATION
<br /> CON CONCENTRIC LARCH LANDSCAPE ARCHITECT TB THRUST BLOCK 6. ALL DISCHARGES FROM ANY ACTIVE DEWATERING SYSTEM SHALL BE TREATED
<br /> CONC CONCRETE (-URAU TC TOP OF CURB pR10R TO LEAVING THE PROJECT SITE BY DIRECTWG WATER TO THE SEDIMENT �
<br /> COND CONDUIT, CONDITION LAT LATERAL TD TRENCH DRAW TRAPPING DEVICES AND MEET THE EFFLUENT �UALITY REQUIRED BY THE � ..
<br /> CONN CONNECT (-IOM LB POUND TEMP TEMPORARY STATE OF WASHINGTON WATER QUALITY STANDARDS FOR SURFACE WATERS seal/signature
<br /> CIXJST CONSTRUCTION LF LWEAR FEET TESC TEMPORARY EROSION AND BEFORE BEING DISCHAR�ED OFFSITE. SEE NOTE 17.
<br /> CONT CONTINUATION, CONTINUE, LOC LOCATE (-D), LOCATION SEDIMENT CONTROL P ni. GRF
<br /> CONTINUOUS LP LOW POINT TOF TOP OF FOOTING 7. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, THE ���EOF "�".`�'',�'�'en
<br /> CONTR CONTRACTOR LT LEFT TOW TOP OF WALL EROSION CONTROL FACILITIES SHALL BE MAINTAINED AND/OR ALTERED AS „ r
<br /> COORD COORDINATE, COORDINATION LVL LEVEL TYP TYPICAL RE�UIRED TO ENSURE CONTINUING EROSION AND SEDIMENTATION CONTROL.
<br /> CORP CORPORATION � �
<br /> CP CONTROL POINT, CENTER MATL MATERIAL UNO UNLESS NOTED OTHERWISE 8. THE IMPLEMENTATION, MAWTENANCE, REPLACEMENT AND ADDITIONS TO TNE �F ����" ._�`�
<br /> POINT MAX MAXIMUM UTIL UTILITY EROSION AND SEDIMENTATION CONTROL SYSTEMS SHALL BE THE FssrorvAt E�' yll9
<br /> CTB CEMENT TREATED BASE MECH MECHANICAL RESPONSIBILITY OF THE CONTRACTOR. ANY DOWNSTREAM DAMA�E DUE TO THE 7P �
<br /> CTR CENTER MFR MANUFACTURE I-R) V VERTICAL FAILURE BY THE CONTRACTOR TO FULFILL THESE REQUIREMENTS WILL BE THE -
<br /> CU CUBIC MH MANHOLE VAC VACUUM CONTRACTOR'S LIABILITY. issuedfor date
<br /> CULV CULVERT MIC MONUMENT IN CASE VB VALVE BOX
<br /> MIN MINIMUM, MINUTE VC VERTICAL CURVE 9. THE TEMPORARY EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON CONSTRUCTION 05/04/2018
<br /> D, d DEFLECTION ANGLE MISC MISCELLANEOUS VDM VERTICAL DRAINAGE THESE DRAWMGS ARE INTENDED TO BE MINIMUM AEQUIREMENTS. ADDITIONAL DOCUMENTS
<br /> �j B DU TBAN ( MJ MECHAMCAL JOINT MATERIAL FACILITIES SHALL BE INSTALLED AS NECESSARY AND MAINTAINED BY THE
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<br /> DCSS CI Y F V RE ESIGN �1L MATCHLINE VERT VERTICAL . CONTRACTOR TO PREVENT SEDIMENTATfON OUTSIDE THE LIMITS OF WORK. �
<br /> AND CONSTRUCTION MON MONUMENT Vff VERIFY W FIELD
<br /> STANDARDS AND MSE MECHANICALLY STABILIZED VOL VOLUME 10. THE TEMPORARY EROSION CONTROL MEASURES SHALL BE MAINTAINED IN A QQ ASI N0. 4 07/19/2018
<br /> SPECIFICATIONS FOR EARTH VTB VERTICAL THRUST BLOCK SATISFACTORY CONDITION FOR THE DURATION OF THE CONTAACT OR UNTIL
<br /> EV L P E T MUTCD MANUAL ON UNIFORM DIRECTED BY THE OWNER'S REPRESENTATIVE �
<br /> DEG, ° � GREE TRAFFIC CIXJTROL DEVICES W WATER, WEST, WIDTH �
<br /> DEMO DEMOLISH, DEMOLITION W/ WITH 11. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION SITE AND ADJACENT AREAS
<br /> DEPT DEPARTMENT N NORTH (-ING) W/0 WITHWT CLEAN AT ALL TIMES BY SWEEPWG. WASHDOWN WITH WATER WILL NOT BE �
<br /> DET DETAIL NA NOT APPLICABLE WHT WHITE ALLOWED WITHOUT PRIOR APPROVAL DRAWING LIST
<br /> DI DUCTILE IRON NE NORTHEAST WP WORK POINT �1 SHEET N0. SHEET TITLE
<br /> DIA, 0 DIAA�ETER NIC NOT W CONTRACT WPJ WEAKENED PLANE JOINT 12. TIIE CONTRACTOR SIIALL PLACC STORM DRAIN INLCT PROTCCTION AT ALL �
<br /> ; DIAG DIAGONAL NOM NOMINAL WS WATER SURFACE CATCH BASINS WITHW THE LIMITS OF WOFtK, INCLUDING THOSE SCHEDULED FOR C-001 NOTES, LEGEND, ABBREVIATIONS, AND DRAWWG LfST �
<br /> ' DICA DRILLED-IN CONCRETE NTS NOT TO SCALE WT WEIGHT DEMOLITION PRIOR TO THEIR REMOVAL IF THEY WILL RECEIVE CONSTRUCTION C-002 NOTES � � � �
<br /> S ANCHOR NW NOftTHWEST 0�(' Ii ' T 3T E � STORMWATER RUNOFF. STORM DRAIN INLET PROTECTION SHALL AL50 BE
<br /> a DIM DIMENSION �EPARTMENT OF ECOLOG PLACED WHERE SPECIFIED IN ACCORDANCE WITH SECTION 015713. THERE MAY CD101 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN
<br /> -� DIR DIRECTION OC ON CENTER W T WA NG 0 A E
<br /> DOM DOMESTIC OD OUTSIDE DIAMETER DEPARTMENT OF BE STORM DRAM MLET PAOTECTION RE�UIRED WTSfDE OF LIMITS OF WORK CD102 SITE DEMOLITION PLAN _ _
<br /> INDICATED. STIX2M DRA[N INLET PROTECTION SHALL BE WSTALLED IN CS101 SITE PLAN
<br /> 9 DS DOWNSPWT OPNG OPENWG TRANSPORTATION ACCORDANCE WITH CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS - �--
<br /> DWG DRAWING OPP OPPOSITE (HAND) WWF WELDED WIRE FABRIC AND SPECIFICATIONS FOR DEVELOPOMENT, STANDARD DRAWIN6 NUMBER 210. CU101 UTILITY PLAN . _ . _ _
<br /> o DWL DOWEL OPT OPTION (-AU CU102 FOUNDATION DRAIN PLAN
<br /> � DWY DRIVEWAY ORIG ORIGINAL YD YARD 13. THE CONTRACTOR SHALL PROTECT ALL UTILITY ACCESS POINTS THAT DO NOT C-201 SECTIONS AND DETFILS
<br /> � OWS OIVWATER SEPARATOR YEL YELLOW RECEIVE STORM DRAIN INLET PROTECTION SUCH AS MANHOLE COVERS, VAULT �
<br /> °' (E) EXISTING COVERS AND GRATES FROM COLLECTING ANY STORMWATER DURING C-202 SECTIONS AND DETAILS
<br /> � E EAST (-ING) PC POINT OF CURVATURE CONSTRUCTION. PLACE IMPERVIOUS SHEETING AROUND ACCESS POINTS TO
<br /> �'-, EA EACH PCC POINT OF COMPOUND PREVENT STORMWATER COLLECTION.
<br /> ECC ECGENTRIC GURVATURE, PORTLAND �
<br /> � 14. EXCAVATION FOR REMOVAL OF EXISTING STRUCTURES AND INSTALLATION OF -
<br /> d NEW STRUCTURES, UTILITIES AND EMBANKMENTS SHALL BE IN ACCORDANCE �
<br /> F WITH THE 6EOTECHNICAL REPORT BY HART �CROWSER. THE CONTRACTOR SNALL �
<br /> N COMPLY WITH THE STUDY RECOMMENDATIONS FOR TEMPORARY CONSTRUCTfON
<br /> � SLOPES AND SHALL NOT EXCEED THOSE SLOPES WITHOUT PRIOR APPROVAL OF
<br /> g THE GEOTECHNICAL ENGINEER.
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<br /> z 15. ALL TEMPORARY CONSTRUCTION SLOPES GREATER THAT 3�1 AND GREATER THAN
<br /> � 4 FEET IN HEIGHT SHALL HAVE TEMPORARY SLOPE PROTECTION IN ACCORDACE
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<br /> w i6. STABILIZE ALL SOILS, INCLUDIN6 STOCKPILES THAT ARE TEMPORARILY AB B REVIATION S �
<br /> � EXPOSED. FROM OCTOBER 1 TO APRIL 30 NO SOILS SHALL REMAIN AN D D RAWI N G LIST
<br /> UNSTABILIZED FOR MORE THAN TWO DAYS. FROM MAY 1 TO SEPTEMBER 30 NO
<br /> SOILS SHALL REMAIN UNSTABILIZED FOR MORE THAN SEVEN DAYS. �
<br /> a STABILIZATION MAY INCWDE BUT IS NOT LIMITED TO STRAW MULCH, EAOSIINJ
<br /> � CONTROL BLANKETS, PLASTIC SHEETING AND TEMPIX2ARY SEEDING. /� sheetnumbe/r�
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