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N <br />PROJECT BENCHMARK: <br />CITY OF EVERETT <br />STATION V029. <br />EL=175.63' <br />W <br />MONUMENT LINE <br />LANE STRIPE <br />FIRE SIGNAL POLE, <br />LIGHTPOLE <br />SIGNAL POLE, <br />LIGHTPOLE <br />O� <br />VV / W W W - <br />i <br />N01 °04'25 "W 7 51.00' <br />CROSSWALK <br />VV — <br />14.00' j <br />N Lo <br />ao <br />N CO <br />LANE STRIPE m <br />co <br />co <br />ss S - - -- - s s -- -- - - -- -ASS- --- --- - -- -S S- -- S S- <br />LANE STRIPE ` ~ <br />N I <br />a� CL m <br />LANE STRIPE o � <br />ciz- <br />QD <br />IX F. H. <br />s INLET BASIN <br />RIM=178.46' <br />IE=177.63' (6" DI NW) <br />MONUMENT LINE <br />o c CO REMOVE STAIRS & \ SS <br />" <br />� REPLACE W/ROCKERY "B'US STOP <br />ROCKERY SIGN <br />- - W <br />— —� . „°. —v— � '' cam• � <br />IN <br />da—° — d <br />\y\V <br />OR SWALK <br />\� 180 _ _ _ - a REPLACE W/ ROCKERY, <br />N01 °04'25 "W 135_00' T TOP=182 <br />— — — <br />�A s / <br />FOUND 3/4" IRON PIPE � IiQ � � S10P BA z <br />0.22'S X 0.14'E c c <br />y, <br />MARKER o <br />o <br />(� FOUND REBAR <br />& CAP '19631' <br />SIGNAL POLE/ <br />LIGHTPOLE <br />W CL30' EX. R/ 30' EX. R/W <br />LLJ <br />N <br />186 _ LANDS' APE ROCKERY <br />TOP=183.5 <br />HOUSE p, <br />b, <br />1 Q I FF=181.75 o <br />24 22 21 i 1C � � / 18 �� �� � % ' `� <br />i <br />00 <br />CA PORT <br />o <br />C�) I a <br />zI <br />POWER <br />VAULTS % I I % € <br />i% j \ <br />FOUND REBAR &CAP <br />L=36.77' 'ORA 19583, 18924, <br />FOUND REBAR & CAP, R=183.10' 32432' 0.10'S X 0.09E <br />ILLEGIBLE A=11 °30'20 FOUND TACK &WASHER <br />IN SOUTH <br />X 0.15'E a / <br />� � ��ND '19637 ; 0.10' <br />0.1 <br />3 € R �w� <br />Q) <br />Q ti, <br />ZE s I <br />I �\ <br />NO 1 '04-25 "W <br />c� 4 <br />- <br />Q L <br />` <br />R-25.00' <br />/sTo��R96 L< <br />TEMP. IIAREA y � <br />SSMH <br />RIM 182.75' <br />IE _',5166,93' <br />CL CURVE DATA <br />L=181.0' \ d \ F_XI ` <br />R=153.10' � (TOA=67°59'56" D <br />BLOCK 3 RIM 186.12' <br />F-RIDAY S SECOND ADDITION I D EVERETT IE 36" (N,SW)=168.54' oS \ <br />VOL. 3, P 56 CB T- I <br />RIM=185, 14' <br />IE=181.01' 02" PVC E) \ <br />CAUZION° <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, <br />DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE <br />PLANS OR NOT, BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL <br />AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE <br />CALLING UTILITY LOCATE 0 7-800-424-5555 POTHOLING ALL OF THE EXISTING <br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY <br />WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN <br />ON THESE PLANS ARE BASED UPON THE UNVERIFIED PUBLIC INFORMATION AND <br />ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR <br />SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL <br />PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. <br />O <br />� <br />(D <br />EX. F H, WATER <br />.VAULT <br />`I <br />a <br />"STOP SIGN" <br />I <br />I <br />SIDE SEWER <br />NDONED) <br />j <br />I <br />I <br />�I <br />CENTERLINE <br />'`INLET BASIN <br />RIM=178, 76' <br />IE=177.72' (6" DI NE) <br />rPUSUC W' KS DEPARTMENT <br />By�--- <br />DATE <br />CITY OF EVERETT R VIEW 0 FOR PERMIT <br />NOTE: <br />CESCL CONTACT- INFORMATION MUST BE SUBMITTED <br />TO CITY INSPECTOR PRIOR TO ANY WORK. <br />THE 13 ELEMENTS OF TESL BMP <br />ELEMENT #1 — MARK CLEARING LIMITS: <br />LIMIT OF CONSTRUCTION ARE CLEARLY MARKED. <br />ELEMENT #2 — ESTABLISH CONSTRUCTION ACCESS: <br />A STABILIZED CONSTRUCTION ENTRANCE IS SHOWN. <br />ELEMENT #3 — CONTROL FLOW RATES: <br />FLOW IS MINIMAL. <br />ELEMENT #4 — INSTALL SEDIMENT CONTROLS: <br />SILT FENCE, INLET PROTECTION, MULCH AND INTERCEPTOR SWALES ARE <br />PROPOSED. <br />ELEMENT #5 — STABILIZE SOILS: <br />SOIL STABILIZATION IS ACHIEVED BY MULCHING, PLASTIC COVERING AND <br />SEEDS. <br />ELEMENT #6 — PROTECT SLOPES: <br />SLOPES ARE PROTECTED BY PLASTIC COVERING, MULCHING AND SEEDS. <br />ELEMENT #7— PROTECT DRAIN INLETS: <br />INLET PROTECTIONS ARE PROPOSED FOR THE STORM DRAINS. <br />ELEMENT#8 — STABILIZE CHANNELS AND OUTLETS: <br />OUTLET PROTECTIONS ARE PROPOSED. <br />ELEMENT #9 — CONTROL POLLUTANTS: <br />ALL VEHICLES, EQUIPMENT AND PETROLEUM PRODUCT <br />STORAGE/DISPERSING AREAS WILL BE INSPECTED REGULARLY TO <br />DETECT ANY LEAKS OF SPILLS, AND TO IDENTIFY MAINTENANCE NEEDS <br />AND PREVENT LEAKS OF SPILLS. <br />ELEMENT #10 — CONTROL_ DEWATERING: <br />THERE WILL BE NO DEWATERING AS PART OF THIS CONSTRUCTION <br />PROJECT. <br />ELEMENT #I I — MAINTAIN BMP's: <br />ALL TEST BMPs SHALL BE MAINTAINED AND REPAIRED AS NEEDED. <br />ELEMENT #12 — MANAGE THE PROJECT <br />THIS COULD BE ACHIEVED BY MINIMIZING THE EXTENT AND DURATION <br />OF THE AREA EXPOSED AND BY EMPHASIZING EROSION CONTROL THEN <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 />NOTES: <br />CITY STREETS ARE TO BE KEPT CLEAN OF DIRT <br />AND DEBRIS AT ALL TIMES DURING CONSTRUCTION <br />DUST SUPPRESSION AND STREET CLEANING MUST <br />OCCUR AS DIRECTED BY PUBLIC WORKS <br />INSPECTOR. <br />ALL .EXPOSED GROUND Pv1UST BE RESEEDED WITHIN <br />30 DAYS OF COMPLETION OF CONSTRUCTION. IF <br />RESEEDING IS NOT PRATICAL DUE TO WEATHER OR <br />SEASONAL PROBLEMS, THE GROUND MUST BE <br />COVERED WITH MULCH AS DIRECTED BY THE CITY <br />ENGINEER. <br />TEMPORARY EROSION CONTROL MEASURES FOR <br />CONSTRUCTION ACTIVITY MUST BE OPERATIONAL <br />PRIOR TO COMMENCEMENT OF ANY CLEARING OR <br />EARTHWORK. <br />