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GRADING
<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 = TOP OF ASPHALT, TC
<br />TOP OF CONCRETE SIDEWALK/CURB, ME = MATCH EXISTING ELEVATIONS, FC = FLUSH CURB, FL =
<br />FLOW LINE, CB = GRADE BREAK)
<br />2, 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 />. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE GEOTECHNICAL REPORT AND CITY
<br />OF EVERETT REQUIREMENTS.
<br />6. CONTRACTOR TO RAISE AND ADJUST PROPOSED SANITARY SEWER CLEANOUTS LIDS TO FINAL GRADE AS
<br />NECESSARY, CLEANOUTS WITHIN ADA ACCESSIBLE PATHS SHALL BE ADJUSTED TO FINAL ELEVATIONS IN
<br />COMPLIANCE WITH CURRENT ADA REQUIREMENTS.
<br />7, CONTRACTOR TO RAISE AND ADJUST ALL EXISTING AND PROPOSED CATCH BASIN RIMS TO FINAL GRADE
<br />AS NECESSARY, CATCH BASINS WITHIN ADA ACCESSIBLE PATOIS SHALL BE ADJUSTED TO FINAL
<br />ELEVATIONS IN COMPLIANCE WITH CURRENT ADA STANDARDS.
<br />B. CONTRACTOR TO ORDER LOCATES AND FIELD VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION TO ENSURE
<br />THAT UTILITY CONFLICTS DO NOT EXIST, CONTRACTOR TO REVIEW UTILITY ASBUILTS IN ORDER TO VERIFY
<br />EXISTING UTILITY LOCATIONS, CONTRACTOR SHALL POTHOLE ALL POTENTIAL UTILITY CONFLICTS PRIOR TO
<br />CONSTRUCTION. NOTIFY BARGHAUSEN CONSULTING ENGINEERS. INC. OF ANY CONFLICTS.
<br />GRADING
<br />LEGEND
<br />PROPOSED CONTOUR
<br />® ® - o 0 0 30 - e e - a
<br />EXISTING CONTOUR
<br />_.. . 30 _ ._..n _-
<br />PROPOSED RIDGE LINE
<br />o oRIDGE
<br />SWALE FLOWLINE----
<br />PROPOSED GRADING SLOPE
<br />1
<br />SPOT ELEVATION
<br />Q 1
<br />FLUSH ELEVATION
<br />30 1 FC
<br />MATCH EXISTING ELEVATION30.
<br />1
<br />TOP OF PAVEMENT/TOP OF CURB
<br />30.0 TA
<br />30.51 TC
<br />FLOW/GUTTER LINE/TOP OF CURB
<br />.01 FL
<br />&- UTILITY PROTECTION NOTE:
<br />CONTRACTOR 1 DEPTH OF ALL UNDERGROUND
<br />GRADINGUTILITIES WITHIN LIMITS OF WORK. CONTRACTOR TO PROTECT UNDERGROU
<br />UTILITIES DURING
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<br />GRADING AROUND KIOSK j
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<br />{ t { { # a305.09 3 .7 ± ME
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<br />; ` �" , 30A b 304.41 ,.
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<br />APPROXIMATE FOOTPRINT OF e , 30.i ,
<br />UNDERGROUND STORAGE TANK \ n r
<br />EXCAVATION. CONTRACTOR TO f I q 6.04r
<br />PROVIDE SHORING DESIGN AND # ;�` 3 1 6� 3 1. 1 t
<br />ASSOCIATED PERMITTING #
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<br />o s P CURB CUT r __ 303.10 1 305.80
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<br />,G� , r1.j302.450 T Q { - 2.4 k. f� r- G 03._13
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<br />w s, 301.42 r ,1 303 �C !
<br />{ i 301.03± M C) �o . 7 - { 0 .34 t � / },
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<br />UTILITY EASEMENT e" Q '1 +� I; {
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<br />NO, 200112U36 ;c7 ..
<br />' 301,E 30, 5 , -" 1 `� '0 �4 TPI {
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<br />2.10 -- -- - -- I { 303.3 -_ _
<br />THE CONTRACTOR SHALL PROTECT AND PRESERVE FROM DAMAGE, INTERFERENCE AND = 1 _-
<br />DESTRUCTION ALL PRIVATE AND PUBLIC PROPERTY{' ON OR IN THE VICINITY OF THE WORK, IF
<br />SUCH PROPERTY 15 DAMAGED OR DESTROYED OR ITS USE INTERFERED MITE-1 BY TIME CONTRACTOR
<br />-i/
<br />r fi-__ __ _ ,, _ ., �__� `_-------____ �� �° ®� ----- .-_ 1 // 30,90
<br />OR HIS OR HER AGENTS, IT SHALL BE RESTORED IMMEDIATELY TO ITS FORMER CONDITION BY THE \} $ ,� 7 € ,/ j / t ' .....,_.w..,..�„ gfi l .._,.... ..___ E ...w......._...- _r '---1� ® --...,.-..,� ` f�. `.`--- .. ! -_ - f p { / f I I/��y 6 pp i
<br />CONTRACTOR AT HIS OR HER EXPENSE AND SUCH INTERFERENCE TERMINATED, ; � ®' � ' � J6�
<br />r �i--'306,94± MF TA3 1 3ti�r. / I ii 346.5± ME C
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<br />EASEMENT NOTE_ t ® 1I
<br />p_ ':
<br />I J}a / ' l _ - / - _ ` 305E 92
<br />- - � 30 �_
<br />THE LOCATION OF THE EASEMENTS SHOWN ON THIS SHEET SET WERE ADDED BASED ON THE r ;_< /� rs t �' t ;�,' I I 3Q2.71 ME ��.,A ____ 3 3.3 t " 304.4'`'
<br />. � P l - _ td j., - t 306,10± ME TA
<br />INFORMATION INCLUDED IN THE TITLE REPORT UNDER FIRST AMERICAN TITLE INSURANCE rrl /' I 1 _ / c� -� _---
<br />. ; I ,d' r ___._ ! 1 306.6 ME TC
<br />_. _
<br />COMPANY NO. NCS- 10705O4OR 1, DATED MAY 12, 2021. THESE EASEMENTS WERE NOT I _ ` `'
<br />SURVEYED, THEREFORE BARGHAUSEN EN CONSULTING ENGINEER DOES NOT GUARANTEE THE � i �" !
<br />--
<br />ACCURACY OF EASEMENT LOCATIONS SHOWN ON THESE PLANS,IJ!
<br />-_
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<br />UTILITY T T _ _ ---� I ----------------------____ --------_ _
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<br />�306.20±
<br />APPROXIMATE LOCATION OF EXISTING UTILITIES ARE SHOWN ON THESE PLANS. CONTRACTOR TO #` r
<br />COORDINATE WITH PURVEYORS AND USE EXTREME CAUTION WHEN EXCAVATING ON -SITE, UNTIL I, q f1 !to
<br />301,
<br />EXISTING CAS AND POWER SERVICE LOCATIONS ARE CONFIRMED. CONTRACTOR TO ORDER ywa} a-.,..__ {
<br />!
<br />41
<br />INDEPENDENT UTILITY LOCATES (INCLUDING GAS AND POWER) FOR THE FULL SCOPE OF WORK - ` i %Y
<br />.._.._ {� 1. 4 F 301. 1
<br />PRIOR' TO CONSTRUCTION OR ANY GROUND DISTURBING ACTIVITIES. q ! ' 01. F
<br />�I t
<br />UTILITY
<br />FLU - 301.E
<br />THE CONTRACTOR SMALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH) tar
<br />OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE 3t? $
<br />1
<br />PUBLIC TRANSPORTATION EASEMENT
<br />UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS NOr 200072�921 -�� `�� nO�'J �gs below.
<br />o`;
<br />SHALL INCLUDE CALLING UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE EXISTING ,,,, 300.87± ME TA
<br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT � � 301, 7± ME TC _ Call before you dig.
<br />CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON Dial 811
<br />THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION, IF CONFLICTS SHOULD -
<br />OCCUR, THE CONTRACTOR SMALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC, TO RESOLVE
<br />ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION.
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<br />Project : 20996 Stare #00852
<br />Designed By: ADW
<br />Drown By: ADW
<br />Checked By. CJR
<br />Ln
<br />Dote: 10-15- 2021
<br />S al : 11 m 10'
<br />4n
<br />Disk File: 20996-G.dwq
<br />Model.
<br />�
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<br />Address:
<br />4919 EVERGREEN WAY
<br />EVERETT, WA 98203
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<br />GRADING PLAN
<br />FUaM A
<br />9
<br />Drowir�g No.:
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