Laserfiche WebLink
GRADING NOTES: <br />1. 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, GB = 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 />5. 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 PATHS SHALL BE ADJUSTED TO FINAL <br />ELEVATIONS IN COMPLIANCE WITH CURRENT ADA STANDARDS. <br />8. 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 LEGEND: <br />PROPOSED CONTOUR <br />EXISTING CONTOUR <br />PROPOSED RIDGE LINE <br />SWALE FLOWLINE <br />PROPOSED GRADING SLOPE <br />SPOT ELEVATION <br />FLUSH ELEVATION <br />MATCH EXISTING ELEVATION <br />TOP OF PAVEMENT/TOP OF CURB <br />FLOW/GUTTER LINE/TOP OF CURB <br />- - - - - - 30 ------ <br />�__ 30 _-_ <br />1.001 <br />'_�n <br />30.01 FC <br />'`t 30.01 t ME <br />1 TA <br />30.51 TC <br />1 F <br />- UTILITY PROTECTION NOTE: <br />CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL UNDERGROUND <br />UTILITIES WITHIN LIMITS OF WORK. CONTRACTOR TO PROTECT UNDERGROUND <br />UTILITIES DURING GRADING ACTIVITIES. <br />UST EXCAVATION NOTE: <br />TANK EXCAVATIONS SHALL BE PER OSHA REQUIREMENTS. TANK <br />EXCAVATIONS WILL REQUIRE SHORING AND SHALL BE ENGINEERED <br />AND PERMITTED SEPARATELY AND SHALL BE THE RESPONSIBILITY OF <br />THE INSTALLING CONTRACTOR. <br />I <br />299.05t ME TAB <br />299.55t ME TC <br />Ij <br />4 <br />ti. <br />a <br />J f <br />j� <br />14 <br />MA <br />4 <br />ho-a <br />APPROXIMATE FOOTPRINT OF <br />UNDERGROUND STORAGE TANK <br />EXCAVATION. CONTRACTOR TO <br />PROVIDE SHORING DESIGN AND <br />ASSOCIATED PERMITTING. SEE UST <br />EXCAVATION NOTE THIS SHEET. <br />I <br />a d <br />01 <br />�a <br />� N � <br />rn ; <br />go, 10 00 <br />11 H It <br />? V <br />1ti <br />t 4 <br />s <br />ACCESSIBLE PATH OF TRAVEL NOTE <br />4 <br />WALKWAYS ALONG ACCESSIBLE ROUTES OF TRAVEL SHALL BE <br />CONTINUOUSLY ACCESSIBLE, BE A MINIMUM OF 44" <br />IN WIDTH, HAVE - <br />A MAXIMUM 2.0% CROSS SLOPE, AND SHALL HAVE RAMPS. <br />COMPLYING WITH ACCESSIBILITY STANDARDS (SECTION 405) WHERE UTILITY EASEMENT <br />NECESSARY TO CHANGE ELEVATION AT A LONGITUDINAL SLOPE NO. 200811250386 4 ' <br />EXCEEDING 5% (1:20). <br />PROPERTY PROTECTION NOTE: <br />THE CONTRACTOR SHALL PROTECT AND PRESERVE FROM DAMAGE, INTERFERENCE AND <br />DESTRUCTION ALL PRIVATE AND PUBLIC PROPERTY ON OR IN THE VICINITY OF THE WORK. IF <br />SUCH PROPERTY IS DAMAGED OR DESTROYED OR ITS USE INTERFERED WITH BY THE CONTRACTOR <br />OR HIS OR HER AGENTS, IT SHALL BE RESTORED IMMEDIATELY TO ITS FORMER CONDITION BY THE <br />CONTRACTOR AT HIS OR HER EXPENSE AND SUCH INTERFERENCE TERMINATED. <br />EASEMENT NOTE: <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 AMERICAN TITLE INSURANCE <br />COMPANY NO. NCS-1067959-QR1, 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. <br />APPROXIMATE LOCATION OF EXISTING UTILITIES ARE SHOWN ON THESE PLANS. CONTRACTOR TO <br />COORDINATE WITH PURVEYORS AND USE EXTREME CAUTION WHEN EXCAVATING ON -SITE, UNTIL <br />EXISTING GAS AND POWER SERVICE LOCATIONS ARE CONFIRMED. CONTRACTOR TO ORDER <br />INDEPENDENT UTILITY LOCATES (INCLUDING GAS AND POWER) FOR THE FULL SCOPE OF WORK <br />PRIOR TO CONSTRUCTION OR ANY GROUND DISTURBING ACTIVITIES. <br />UTILITY CONFLICT NOTE: <br />THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH <br />OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE <br />UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS <br />SHALL INCLUDE CALLING UTILITY LOCATE 0 811 AND THEN POTHOLING ALL OF THE EXISTING <br />UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT <br />CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED UPON <br />THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD <br />OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE <br />ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. <br />Sec. 31, Twp. 29N, Rge. 5E, W.M. <br />GRADING PLAN <br />N <br />27t -ME <br />77t ME TC <br />� 2 <br />PROPOSED CITY OF <br />/ EVERETT WATER EASEMENT <br />0 5' 10' 20' <br />0 <br />1.84`� - 1. t <br />1 VIJLIV 11\Ill\JI VI\II111V.\ <br />N0. 200807250218 <br />Barghausen <br />Consulting Engineers, Inc. <br />18215 72nd Avenue South <br />Kent, WA 98032 <br />425.251.6222 <br />barghausen.com <br />BCE #20996 <br />SCALE: 1 "='1 O' <br />,WW4) Yr <br />�. CV <br />000 <br />302, 4 ME l <br />I�W <br />44 1%_ r Z <br />�_ U <br />i <br />` SEWER EASEMENT J <br />NO. 870076 W <br />° 870077 <br />870078 LL <br />f SEE DETAIL 1 /C4.1 FOR- <br />° GRADING AROUND KIOSK v-2.370° <br />4.41 <br />f a \ \ )4 2.6%.' ` <br />02. P <br />302.29 \ ► ° ° ° f <br />KKIC <br />° 1 \ 4. 1 <br />4 ® <br />23 b <br />.4 7 <br />t s 305.42 , �--- <br />3 2 45 .9 T , 4 I 4 .' 3.13 <br />I ° 03.34 ., <br />1` <br />_ 4 } .'' 4 `�� 303.1 u�303.77 ° ` _ 4 i ° f 05.73 <br />%1 <br />1. 303.18 4 TPI <br />4. Q r �` I ` 3. 2 <br />41 <br />1CD <br />l / <br />4 TPI f Q �7. 4.6%; <br />3 4 i r ; <br />7V .97 f s 1 r <br />4 .7� 6 44 TPI <br />Na 0 <br />4 302. o f 303. 4 1 303.76 � + <br />` y 3 .99 i 4 Q�, i <br />- 4 TPI U 05. 6 44ro ; <br />f <br />�306.06± E <br />d 3.62 4.1 4 306.54 t ME TC <br />+ <br />N <br />j <br />L <br />0 <br />N <br />w <br />� <br />C <br />o <br />m <br />V <br />%D g <br />;To <br />wc0z <br />00 <br />a- <br />W 0 <br />O °a3m <br />,% o <br />CO W <br />Z ai .: <br />U�s'o <br />o 'o <br />I.L <br />V <br />U 0cvcoCA <br />o <br />i 'ZNcvM <br />N z►P" M � <br />c�N� <br />0 NpM <br />Ne Lj .vM <br />v O O x <br />E- M CL (L <br />WASy7y�� <br />• <br />Q � <br />�- o <br />n© <br />4 28527 0 <br />©NA L <br />3 �G ° Project #: 20996 <br />� Designed By. ADW <br />r <br />`f 304.4 j 306.15t ME TA j Drown By: ADW <br />-� t <br />306.65f ME TC � <br />Checked By. CJR <br />"17 Dote: 10-15-2021 <br />.86 <br />---------- Disk File: <br />---------------------- Model: <br />Addi <br />II 1 ~ <br />, <br />1 <br />1 <br />Know what's below. <br />Gall before you dig. <br />Dial 811 <br />10/15/21 1 <br />Store #00852 <br />1. = 10' <br />20996-G.dwg <br />4919 EVERGREEN WAY <br />EVERETT, WA 98203 <br />GRADING PLAN <br />OFC <br />RELNQ FAC M <br />IU- . <br />