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<br />299.05± ME_ TA
<br />299.55± ME TC
<br />NOTE.UST EXCAVATION
<br />TANK EXCAVATIONS SHALL K PER OSHA t
<br />REQUIREMENTS. TANK EXCAVATIONS WILL
<br />REQUIRE SHORING AND SHALI, BE ENGINEERED i
<br />AND PERMITTED SEPARATELY AND SHALL BE
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<br />THE RESPONSIBILITY OF THE INSTALLING
<br />CONTRACTOR.
<br />4
<br />CONTRACTOR SMALL ENSURE,,' —
<br />THE PROETECTION OF STREET
<br />TREES DURING THE EXCAVATION
<br />AND INSTALLATION OF UST'S,
<br />EXCAVATION OF UNDER GROUND
<br />STORAGE TANKS WILL; REQUIRE
<br />SHORING. CONTRACTCR TO
<br />PROVIDE SHORING DESIGN AND
<br />ASSOCIATED PERMITTI ,�G. SEE
<br />UST EXCAVATION NOT,a THIS
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<br />UTILITY EASEMENT
<br />NO. 200811250386
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<br />NO. 200807250218
<br />TOP OF CURB SET 6"
<br />HIGHER THAN
<br />AIR/WATER PAD
<br />TUTY PROTECTION NOTE,
<br />CONTRACTOR TO VERIFY L OCATI )N AND DEPTH OF ALL UNDERGROUND
<br />UTILITIES WITHIN LIMITS OF WOI`.K. CONTRACTOR TO PROTECT UNDERGROUND
<br />UTILITIES DURING GRADING ACTT PTIES,
<br />PROPOSED CITY OF
<br />EVERETT WATER EASEMENT
<br />M
<br />PROPOSED CONTOUR
<br />EXISTING CONTOUR
<br />PROPOSED RIDGE LINE
<br />30 — — —e—
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<br />I , ALL SPOT ELEVATIONS SHOWN ARE TO FINISH SURFACE (TOP OF ASPHALT OR TOP OF CONCRETE
<br />PAVEMENT, NOT TOP OF CURB/SIDEWALK) UNLESS OTHERWISE NOTED, (TA e TOP OF ASPHALT, TC
<br />TOP OF CONCRETE SIDEWALK/CURB, ME = MATCH EXISTING ELEVATIONS, FC = FLUSH CURB, FL
<br />FLOW LINE, OB = GRADE BREAK)
<br />20 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PROPOSED GRADES IN RELATIONSHIP TO
<br />SURVEYED BASIS OF ELEVATION.
<br />3. FILL MATERIAL AND COMPACTION SHALL CONFORM TO THE GEOTECHNICAL REPORT AND CITY OF EVERETT
<br />REQUIREMENTS.
<br />4. CONTRACTOR TO PROTECT AND MAINTAIN EROSION CONTROL. FACILITIES DURING GRADING OPERATIONS.
<br />5 CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE rFOTECHNIICAI REPORT AND CITY
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<br />SWALE FLOWLINE
<br />OF EVERETT REQUIREMENTS.
<br />�o j•;1
<br />PROPOSED GRADING SLOPE
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<br />6. CONTRACTOR TO RAISE AND ADJUST PROPOSED SANITARY SEWER CLEANOUTS LIDS TO FINAL GRADE AS
<br />{
<br />NECESSARY, CLEANOUTS WITHIN ADA ACCESSIBLE PATIOS SHALL DE ADJUSTED TO FINAL ELEVATIONS IN
<br />`
<br />SPOT ELEVATION
<br />30,01
<br />COMPLIANCE WITH CURRENT ADA REQUIREMENTS.
<br />FLUSH ELEVATION
<br />30.0 1 FC
<br />7. CONTRACTOR TO RAISE AND ADJUST ALL EXISTING AND PROPOSED CATCH BASIN RIGS TO FINAL GRADE
<br />y
<br />AS NECESSARY, CATCH BASINS WITHIN ADA ACCESSIBLE PATIOS SHALL BE ADJUSTED TO FINAL
<br />MATCH EXISTING ELEVATION
<br />30.01
<br />ELEVATIONS IN COMPLIANCE WITH CURRENT ADA STANDARDS.
<br />TOP OF PAVEMENT/TOP OFCURB
<br />-0.01 TA
<br />6. CONTRACTOR TO ORDER LOCATES AND FIELD VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION TO ENSURE
<br />1 E 302.14± ME
<br />30.51 TC
<br />THAT UTILITY CONFLICTS DO NOT EXIST, CONTRACTOR TO REVIEW UTILITY ASBUILTS IN ORDER TO VERIFY
<br />FLOW/GUTTER LINE/TOP OF CURB
<br />��
<br />EXISTING UTILITY LOCATIONS, CONTRACTOR SHALL POTHOLE ALL POTENTIAL UTILITY CONFLICTS PRIOR TO
<br />CONSTRUCTION. NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. OF ANY CONFLICTS.
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<br />WALKWAYS ACCESSIBLE BE
<br />CONTINUOUSLY ACCESSIBLE, BE 44" IN WIDTH, HAVE
<br />A MAXIMUM 2.0% CROSS SLOPE, `MUM SHALL S
<br />VE RAMPS
<br />COMPLYING WITH ACCESSIBILITY STANDARDS (SECTION 405) WHERE
<br />NECESSARY TO CHANGE ELEVATION AT A LONGITUDINAL SLOPE
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<br />a t 30 •9 SEE DETAIL 1 /C4,1 FOR 1' m
<br />GRADING AROUND KIOSK '� a n f
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<br />04„31_ 1 CONTRACTOR TO VERIFY ELEVATIONS AND .
<br />34.61 �! ! ,,' CONSTRUCT SIDEWALK TO MATCH EXISTING
<br />$ ELEVATIONS. CONTRACTOR TO CONFIRM
<br />305�. 5' 30 .49 ` i ' 3080 ` mm POSITIVE DRAINAGE AWAY FROM BUILDING
<br />303,8 d ,° 305.69 `� �� ta305.73 ,
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<br />306.04± ME TAB
<br />3 4. 306.54 :1: ME TC
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<br />306.65 ± ME
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<br />306.20± ME
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<br />THE CONTRACTOR SMALL PROTECT AND
<br />PRESERVE
<br />FROM DAMAGE,
<br />INTERFERENCE AND
<br />DESTRUCTION ALL PRIVATE AND PUBLIC
<br />PROPERTY
<br />ON OR IN] THE
<br />VICINITY OF THE WORK. IF
<br />SUCH PROPERTY IS DAMAGED OR DESTROYED OR
<br />ITS USE INTERFERED WITH BY THE CONTRACTOR
<br />OR HIS OR HER AGENTS, IT SHALL BE
<br />RESTORED
<br />IMMEDIATELY TO
<br />ITS FORMER CONDITION BY THE
<br />CONTRACTOR AT HIS OR HER EXPENSE
<br />AND "SUCH
<br />INTERFERENCE
<br />TERMINATED,
<br />THE LOCATION OF THE EASEMENTS SHOWN ON THIS SHEET SET WERE ADDED BASED ON THE
<br />INFORMATION INCLUDED IN THE TITLE REPORT UNDER FIRST AMERICANTITLE INSURANCE
<br />COMPANY NO. NCS-1 D67D59—OR 1, DATED MAY 12, 2021. THESE EASEMENTS WERE NOT
<br />SURVEYED, THEREFORE BARGHAUSEN CONSULTING ENGINEERS DOES NOT GUARANTEE THE
<br />ACCURACY OF EASEMENT LOCATIONS SHOWN ON THESE PLANS,
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<br />Project a 20996 Designed By. By. ADW
<br />Drown By. ADW
<br />Checked By. CJR
<br />Date: 12— 7-2021
<br />Scale.
<br />Disk File -
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<br />20996—G.dwg
<br />4919 EVERGREEN WAY
<br />EVERETT, WA 98203
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<br />GRADING PLAN
<br />
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