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HomeMy WebLinkAboutW-37760250 140 130 120 �O 1 PVT STA = 0 +61.50 Pl7 ELEV = 152.05 AD. _ -3.54 K = 28.21 100' VC h � o O � N W N m5 O PORTION OF THE NE 1/4 OF SECTION 6, TWP, 22N., RGE SE, W.M KING COUNTY, WASHINGTON 1 11 6811 before you dig. UTI L I TY C O NFL I CT N O T E. CAUTION.- THE CONTRACTOR SHAH BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILIZES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICN. LOC417ON PRIOR TO CONSTRUCTIONN, THIS SHALL INCLUDE CALLING UTILITY LOCATE B 1- 800 - 424 -5555 POTHOLING ALL OF THE EXISTING UDLMES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILIZES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVETBFIED PUBLIC INFORMATION MID ARE SUBJECT TO VARI4TION. IF CONFLICTS SHOULD OCCUR, THE COMPACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION. 1 +00 2 +00 RAOD A PROFILE HORIZ SCALE. I " -30' VERT. SCALE: 1' =3' 3 +00 150 N � _O � Y I / I / \ \ PROPOSED RAGE ®C /L OF RD O M \ N / O rp II II W 'a \ v EX. GRADE � C/L OF RD / � W 4Y4`L \ v I / 140 O\ \ O kT - \ `G / PROPOSI GRADE / SSMH#6 / STA 0+78 5 V v RIM.. 150.81 \ F. 14261 (OUh / I / / \ W y O J� \ 1 EX. GRADE ALONG N / \ 8'4 :::Ij LMH# / 1361F'S = 0.0100FT/FT 130 STA 3 +25.45, 80.40'L RIM: 141.00 IE 131.64 (IN) IE 133.00 ( ) IE 131.54 (0 RIM: 142.84 IE 131.64 (,190 IE 131.54 I I O o / za N Z "o x tt / wa �d 1m I C� tOM Om tOh tOm O / 1 11 6811 before you dig. UTI L I TY C O NFL I CT N O T E. CAUTION.- THE CONTRACTOR SHAH BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILIZES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOUNG THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICN. LOC417ON PRIOR TO CONSTRUCTIONN, THIS SHALL INCLUDE CALLING UTILITY LOCATE B 1- 800 - 424 -5555 POTHOLING ALL OF THE EXISTING UDLMES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILIZES AS SHOWN ON THESE PLANS ARE BASED UPON THE UNVETBFIED PUBLIC INFORMATION MID ARE SUBJECT TO VARI4TION. IF CONFLICTS SHOULD OCCUR, THE COMPACTOR SHALL CONSULT WITH INSIGHT ENGINEERING COMPANY TO RESOLVE ALL PROBLEMS PRIOR CONSULT TO PROCEEDING WITH CONSTRUCTION. 1 +00 2 +00 RAOD A PROFILE HORIZ SCALE. I " -30' VERT. SCALE: 1' =3' 3 +00 150 I / I / / O rp / I / 140 - / PROPOSI GRADE / / / / I / / / EX. GRADE ALONG N / / 130 RIM: 142.84 IE 131.64 (IN) IE 131.54 (0 / 5 Z / I / / A 120 / -- / STA., 31 +2459 RIM: 128.84 IE 120.94 (IN) IL* 120.84 #2 STA 30 +8927 RIM: 125.78 IE 17.88 (IN) I 8 111. #2A 4` c STA 30+8927 e RIM: 125.78 0 rn'o° IE 1 18.38 (OUT) 4 o 110 I - - - -- i 7 i SSMH #] v STA- 30+00 RIM: 11857 I E .104.86 (IN) O Mass C 30+00 CONTRACTOR 70 VERIFY LOCATION AND 31 +00 32 +00 33 +00 ELEVATION PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER OF ANY DISCWANCES PROFILEALONGSSMMI -4 HORIZ. SCALE 1' =30' VE .. SCALE. 1• =3' 5- 311602 W- 377602 SCALE: 1" = 30' 30 15 0 30 60 CD. w_-P,7-76d7;t. m