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HomeMy WebLinkAboutzW-4091Setr\ Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) 9 NE 114 SECTION 14, TOWNSHIP 23 N, RANGE 5 E, W.M. MAPLE HIGHLANDS 8.5' PRIVATE STORM DRAINAGE EASEMENT 8. 5' PRIVATE STORM DRAINAGE _ = - - - _ _ EASEMENT 5' PRIVATE STORM ' DRAINAGE 5' PRIVATE STORM EASEMENT DRAINAGE EASEMENT \ 4 51111111 '' 6 7 II -- ' - \ - l MIN. 5' CLEAR BETWEEN m ' 10 JOINT lJTIL/ TYI NEAREST OUTSIDE EDGE EASEMENT'1 ', OF PIPES (WA TO SS) _77- 177 -----�-1-- VII s; I I ■ I � t w �- I I I ,I UTILITY CONFLICT NOTE: ROAD A 4 7. e ° I1 - \ ` MIN. 5' CLEAR BETWEEN I NEAREST OUTSIDE EDGE OF PIPES (SD TO SS) `\ I \ I 5' PRIVATE STORM � DRAINAGE EASEMENT \ r v_xII IX X (� 01 TR RE . N i `/ \ \ ` `\ - 7' PRI VA TE STORM DRAINAGE ( I - - j •% �� •� EASEMENT \ \ 1 1 -----J , \ X X x --. 0 \I -X- - _� X X THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION, DIMENSION, AND DEPTH OF ALL EXISTING UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND SURVEYING THE HORIZONTAL AND VERTICAL LOCATION PRIOR TO CONSTRUCTION. THIS SHALL INCLUDE CALLING UTILITY LOCATE AT 811 AND THEN POTHOLING ALL OF THE EXISTING UTILITIES AT LOCATIONS OF NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. LOCATIONS OF SAID UTILITIES AS SHOWN ON THESE PLANS ARE BASED ON THE UNVERIFIED PUBLIC INFORMATION AND ARE SUBJECT TO VARIATION. IF CONFLICTS SHOULD OCCUR, THE CONTRACTOR SHALL CONSULT D.R. STRONG CONSULTING ENGINEERS, INC. TO RESOLVE ALL PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. UNDERGROUNDING NO TE•• POWER LINES TO BE UNOERGROUNOED FROM EXISTING POWER POLES. POWER PLANS TO BE PROVIDED BY PUGET SOUND ENERGY. ALL EXISTING AND NEW UTILITIES IN FRONTAGE AND WITHIN SITE ARE REQUIRED TO BE UNDERGROUND. AS -BUILT NO AS-BUIL T INFORMATION ON THIS SHEET. I/ CER77FY THAT 774E INFORMATION SHOWN HEREON WHICH WAS AS -BUILT BY D.R. STRONG, AND MAY INCLUDE LOCA77ONS, ELEVATIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON THIS DA 7E• 212912024. " 1 i I D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 O 425 827 3063 F 425 827 2423 N 0. ..WMEI C • --- -----1--------� ---------Ir---------R------------------- ----------IE---------n-------- II ---------- --------- I� n--------- a n---------- n---------- -------- -� u N ACT A------____ ----------�TORM--I�R-AINA-Gf--------- ----------Ir---------I ----------IF-------- n n N I�-------- - n--------- UTILITY CROSSING TABLE CROSSING NO. F.G. UTILITY I.E. BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) 1* 508.85 12" SD 505.45 505.40 8 1" WA 504.18 504.90 0.50 2* 504.05 12" SD 500.73 500.68 8 1" WA 499.46 500.18 0.50 3* 482.40 12" SD 479.13 479.08 8"" WA 477.86 478.58 0.50 4 482.45 12" SD 478.99 478.94 8" SS 470.31 471.03 7.91 5* 456.89 12" SD 451.20 452.25 8 1" WA 453.22 453.17 0.92 6 456.94 12" SD 451.09 451.04 8" SS 448.35 449.07 1.97 7* 455.52 12" SD 451.42 451.37 8 1" WA 450.15 450.87 0.50 8 455.71 10" SS 446.88 447.76 8 1" WA 452.04 451.99 4.23 9 455.50 12" SD 451.17 451.12 8" SS 446.76 447.48 3.64 10 437.55 10" SS 445.63 446,51 8 1" WA 453.06 453.01 6.50 11 456.53 12" SD 447.67 448,72 8 " WA 452.96 452.91 4.19 12 466,71 12" SD 446.03 447,08 EX. 8 " WA 463.04 462.99 15.91 13 455,23 EX. 12" SD 451.31 451.26 10" SS 442.78 443.66 7.60 14 473.79 12" SD 444.40 445,45 EX. 8" WA 470.12 470.07 24.62 15 439,91 10" SS 432.24 433.12 EX. 8" WA 435.24 436.19 3.07 16 437,55 EX. 24" SD 433.94 433.89 10" SS 431.61 432.49 1.40 17 444.15 10" SS 430.76 431.64 EX. 8" WA 440.48 1 440.43 8.79 18 511.20 8" SS 495.17 495.89 EX. 8 "' WA 507.53 507.48 11.60 *MINIMUM 12" VERTICAL SEPARATION BETWEEN UTILITIES AT CROSSING OR INSTALLATION OF ETHAFOAM PAD IS REQUIRED **SEE PLAN AND PROFILE SHEETS FOR LOCATION OF OFFSITE UTILITY CROSSINGS NOT SHOWN ON THIS SHEET FINAL AS-BUILTS COMMENTS 2.28.24 YLP 02.28.24 YLP SURVEYED: SCALE: DJC DESIGNED: AS NOTED YLP DRAWN: GLB ONE INCH CHECKED: AT FULL SCALE YLP IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY YLP VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM fY I I �I 1�,14 1 � o i. . \ 1 I I \1 - � lip I \ \ I i 9 ...... 30' UAL/TY- ►- EASEMENT REC. NO. 20 10406000762 /t 50 0 - • C TY OF RENTON Planning/Building/Public Works Dept. NORTH R-409137 GRAPHIC SCALE 40 80 S-409113 1 INCH = 40 FT. W 409101 IN COMPLIANCE WITH CITY OF RENTON STANDARDS MAPLE HIGHLANDS COMPOSITE UTILITY PLAN co C) O O 0 z Q J V W DATE: 09.05.19 � FIELDBOOK: PAGE: 2 nRAWINI: Nl• 16210 SE 134TH STREET C41 RENTON, WASHINGTON 98059 SHEET: OF: 41 41 DRS PROJECT NO. 17020