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HomeMy WebLinkAboutWWP2703621.67A PORTION OF SEC 13, 14 & 241 TWP 23 N, RGE 5 E, WM, KING CO, WA W w EXISTING CULVERT IE 12" ADS=466.3� _ u FX 1 ?„ AC)S (j S.S.M.H. #H1-05, TYPE 1-48"0 STA. 300+00.00/STA. 207+30.95 1! N: 177928.28 E: 1323122.44 0 < J z o = d C) LLJ wa w U - oIr . F" /f[ i. 3 L_J ' W-A NJ �` dw(18 a�3ds c • I �_ 8?�n0 030 co VC301 + R-35 S.S ®S _ oo ' SD W W FUTURE 24 m S.S.F.M. I II d Q ��. Z A� 0 CONCRETE SIDEWALK I Z V, W X SEE SHEET SS-03 W W W Q Z Q U) Q a. W 0 470 Q w = 465 - - T1 460 455 450 o-) mnow X-i 301 +54.79, 1.25 LT S.S.M.H. #H 1-06, TYPE 1-48" 0 STA. N: 91FF.65 177775.48 E: ' zf Z^^' 1323098.91 155.3 0.68% 5- L.F. 8" 0 PVC SDR-35 S.S. @ S = -9.49% S.S.M.H. #H 1-05. TYPE 1-60" RIM = 465.49 4.65.27 I.E. IN = 456.54, 8"0 455.52 I.E. OUT = 456.3-1 10"0 455.13 300+00 300+40 300+80 CONSULTING ENGINEERS L L C 33400 81h Avenue S, Suite 205 WARNING: Federal Way, WA 98003 FIRIMM MAY (253) &M-6113 THE UTILITY LOCATIONS SHOWN www•esmciLan.com EVERELand 425> 29'-9900 Civil Engineering Land Surveying Land Planning ARE APPROXIMATE ONLY. DEPTH Public Works ( Project Management I Landscape Architecture UNKNOWN. CALL 1-800-424-5555. ESM JOB #1352-020-011 301 +20 dwn8 03 7FI 302+00 AS -BUILT CERTIFICATION: 1 HEREBY DECLARE TO THE BEST OF MY KNOWLEDGE THAT THE INFORMATION SHOWN HEREON REFLECTS THE "AS -CONSTRUCTED CONDITIONS." THIS CERTIFICATION IS BASED UPON WORK PREPARED IN ACCORDANCE WITH GENERALLY AC EPT D PROFESSIONAL ENGINEERING AND/OR SUR ING PRA T JONATHA�D. RLEN,/ L.S. NO. 41959 9�m 03mAix3 D- am a3ar 303+00 0.47% -�- EXISTING EXTRUDED 195 LF, 8" 0 PVC SDR-35 S.S. CAD S =8.40% ' L -CURB(TYP) --- / sPP- El 4- 303+49.79, 1.13 LT I-15' PROPOSED SANITARY S.S.M.H. #H 1-07, TYPE 1-48" 0 STA SEWER EASEMENT z93 ' AC1 n� (CITY OF RENTON) N: 1-;1�4 89.231- 177580.49 E: 1323097.80 PARKING LOT IMPROVEMENTS ARE SHOWN ON THE LIBERTY HIGH SCHOOL PERFORMING ARTS CENTER CIVIL CONSTRUCTION PLANS, EXCEPT WHERE NOTED. EXISTING GROUND CAD � OF PIPE S.S.M.H. #H 1-06, TYPE 1-48" A CG RIM = �,46 T I . E. IN = 45:F.26r, 8"0 465.21 I.E. OUT = 45�1.+6r, 8" 0 456.20 301 +60 0 RRW SUBMITTAL 1 SECOND SUBMrrTAL 2 SANITARY SEWER REVISIONS 3 AS -BUILT SUBMrrTAL l� NO, REVISION 302+00 a 41959 _ Rt18'T!�' It Lt►l� nCnI, A�� 111111111ILe SCALE: 1"--20' HORIZ 1.=5' VERT. CONTOUR INTERVAL = 2' 20 10 0 20 40 1XI611*� 1. EXISTING UTILITIES ARE SURFACE LOCATED ONLY. CONTRACTOR TO VERIFY LOCATION AND ELEVATION PRIOR TO CONSTRUCTION. 2. FOR TRENCH SECTION AND PAVEMENT RESTORATION SEE ROADWAY - - RESTORATION SHEET DT-01. It 3. FINAL RIM ELEVATIONS SHALL MATCH + RESTORED PAVEMENT GRADES. It 4. MILLER GLIDELOC FALL PROTECTION C) SYSTEM SHALL BE USED AS FALL 10 M 0RESTRAINT DEVICE UNLESS OTHERWISE I IAPPROVED BY THE CITY. Q � 304+00 UJ LAJ P P P W W = V) d e e J < <d 44. d / a . PROPOSED UTILITIES. SEE LIBERTY HIGH SCHOOL PERFORMING ART CENTER CIVIL PLANS 0.47% 195 L.F. 8" 0 PVC SDR-35 S.S. @ S = $-40% 302+40 302+80 ESM 1 I1C t1 WN SURVEYED: ESM 12 DESIGNED ESM /24/12� M 23 13 DRAWN: Hw. CHECKED: BY DATE APPR APPROVED: 303+20 SCALE 1.s20. ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY _A a I- -• PROPOSED CURB. SEE LIBERTY HIGH SCHOOL PERFORMING ART CENTER CIVIL PLANS S.S.M.H. #H1-07. TYPE 1-48" RIM = 466.69- 466.30 I.E. IN = -45181. q 4, 8"0 457.18 I.E. OUT = 468:94, 8" 0 457.12 303+60 304+00 VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 t R C T Y 0 ML itRENTON DATUM Planning/Building/Public Works Dept. 470 w W arc BRIARWOOD 00 I oB ELEMENTARY SCHOOL SE 136TH ST w I w Q 0 CID LIBERTY HIGH SCHOOL SE 144TH S7 MAYWOOD © MIDDLE %ai SCHOOL KEY MAP NOT TO SCALE 465 + mot' O 1 . cn 460 H Cn V) L W 2 Z_ cn 455 w _ cn H Q �362139 450 S CHECKED FOR COMPLIANCE TO CITY STANDARDS 304+40 DATE: HERITAGE PLAT SANITARY SEWER EXTENSION 04/23/20t PHASE 1 (LIBERTY HIGH SCHOOL) FIELDBOOK: PAGE: DRAWING NO: PLAN AND PROFILE SS-04 SHEET: 0) m 7� �y x9 m N Y a r -� cCo a a t � m�y �m ox 0