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HomeMy WebLinkAboutW-400601"i1 m ME - 0 6 W W z rr O U z a W m ---- TRACTB"� SENSITIVE AREA 409 S. F. \ I r� Call 2 Working Days Before You Dig 811 Utilities Underground Location Center (ID,MT,ND,OR,WA) NE 114 SECTION 29, TOWNSHIP 23 N, RANGE 5 E, W.M. 10' TREE RETENTION I EASEMENT (TYP.) Di ' W. - - - - - - - - - - - - - - - - - - - I I I I I I I I I I I I I I 1 I l I I I I I I I I I I I I I I I I I 6,734 S.F. I 5, 948 S. F. I I 5,948 S.F. I I 2 7 I 5,948 S. F. i i 7,119 S. F. I I I LOCATE NO PARKIN I I I S(GNS ON LIGHT P2LE I I I POSED STREET LIGHTS I I 10' PRIVATE I S I ( I I I PROPOSED WATER( PROPOSED FIRE HYDRANT (TYP). ). ER ILLUMINATION PLAN (TYP)J TORM DRAINAGE ASEMENT MAIN (TYP) I PROVIDE MIN. I - - - - - (TYP.) - - - - - _J LJO' OINT UTILITY I OF CLEAR SPACE EASEMENT (TYP.) ROPOSEDJ L AROUND FIRE J HYDRANT - SERVICE (TYP) T a o I a aT F-- --- D STREET- ( I 10�J0/NT U�7POSE TREES PER EASELANDSCAPE L - JI I (RCHITECT (TYP) ROPOSED PER I I SIDE I I MAIN (TYP) PRIVATE JOl�T ACCESS EASEMENT 'EWER (TYP) I 6 I I 7 I I 8 I I 6,447 S. F. I I 5,889 S. F. I I 6,148 S. F. I I 6,149 S.F. I I I I I I I I I I I I I I PROPOSED STORM WATEf� I pETEN TION/RETEN A I I I I I I I I -i L------ J------- - - - - -� �L� � - - - -� --- J ■ swam "------------ -------- ------ y-------------- h------------ - --------------------------k 1 -------------- =_________ ---r�--- --------------q=---==- RACTt==========f= ORM_,OR-IIN�LGE_--____-- -- --A03fi_S__.------ -------------- i------------_-- -----------------------t a-------------- I--------------u------------}- n } --------------N-------------- --------------- -------------- ��----------- ---------- ---------- 10' PRl VA TE _ STORM DRAINAGE 10' TREE RETENTION PROPOSED EASEMENT (TYP.) EASEMENT (TYP.) REPLACEMENT TREES PER LANDSCAPE ARCHITECT (TYP) C�/GJ/GC/G/ D.R. STRONG CONSUL TING ENGINEERS ENGINEERS PLANNERS SURVEYORS 620 - 7th AVENUE KIRKLAND, WA 98033 0 425 827 3063 F 425 827 2423 BE THAN Y CORNER EXISTING FIRE HYDRANT AND 2 FIXED BOLLARDS; PER STANDARD DETAILS H021 AND H022, SEE SHEET C9 (TYP) 7 CITY COMMENTS JSM 4.12.19 SURVEYED: SCALE: SPF VERTICAL: NAVD 1988 83/1 8 REVISED FRONTAGE GRADING PER GAS MAIN JSM 12.14.20HAPPR DESIGNED: AS NOTED HORIZONTAL: NAD 19ss, 9 REVISED FRONTAGE PER CITY COMMENTS JSM 1.15.21JSM 10 REVISED VAULT CONTROL STRUCTURE JSM 5.9.21DRAWN: CWA ONE INCH DATUM11 RECORD DRAWINGS JSM 6.25.21CHECKED:JSM AT FULL SCALE IF NOT ONE INCH N 0. REVISION BY DATEAPPROVED: SCALE ACCORDINGLY MAJ UTILITY CROSSING TABLE C# UTILITY BOTTOM OF PIPE TOP OF PIPE CLEARANCE (FT) FG 1 12" SD 421.61 422.61 1.00* 425.13 4 " WA 420.28 420.61 2 12" SO 421.49 422.49 2.00 425.19 8" SS 418.82 419.49 3 12" SO 421.29 422.29 1.00* 426.62 4 " WA 423.29 423.62 4 12" SO 420.81 421.81 2.28 426.68 8" SS 417.86 418.53 5 12" SO 422.42 423.42 0.62** 427 73 8" WA 424.04 424.71 6 12" SO 422.08 423.08 4.01 427.64 8" SS 417.40 418.07 7 8" WA 423.96 424.63 5.66 42763 8" SS 417.64 418.31 8 12" SO 417.80 418.80 10.39 424.07 8" SS 7 406.74 1 40741 NOTE: WATER MAIN REQUIRES 3 FOOT MINIMUM COVER. * DEFLECT WATER MAIN UNDER STORM TO PROVIDE MINIMUM 1 FOOT CLEARANCE. ** PROVIDE ETHAFOAM PAD FOR CLEARANCE LESS THAN 1.0' FIRE SPRINKLER NOTE MAX AVAILABLE FIRE FLOW = 1,000 GPM. ALL DWELLINGS EXCEEDING 3,600 SO -FT (INCLUDING GARAGE AND BASEMENT) WILL REQUIRE FIRE SPRINKLER SYSTEMS APPROVED BY THE CITY OF RENTON. NORTH GRAPHIC SCALE 0 15 30 60 1 INCH = 30 FT. C TY OF =� RENTON Planning/Building/Public Works Dept. AS -BUILT NO AS -BUILT INFORMATION ON THIS SHEET. "I CER71FY THAT THE INFORMA770N SHOWN HEREON WHICH WAS AS-BUIL T BY D.R. STRONG, AND MA Y INCLUDE LOCA TIONS, ELEVA TIONS, DEPTHS, PIPE SIZES, AND AS -BUILT COMMENTS, ACCURATELY REFLECTS EXISTING FIELD CONDITIONS AS DETERMINED BY ME OR UNDER MY DIRECT SUPERVISION ON 77-IIS DA7E- 051181202 1. " S-400601 W-400601 R-400619 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N C) 00 Ln C) C) i a J C) 0 C) W z O DATE: BETHANY CORNER 11.29.16 >- FIELDBOOK: z COMPOSITE UTILITY PLAN PAGE: DRAWING N0: T 16433 & 16451 111 TH AVENUE SE C19 RENTON, WASHINGTON 98056 SHEET: 19 OF: 19 r'W' W DRS PROJECT NO. 16062