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HomeMy WebLinkAboutzS-2818Set? I I \ I I 1 \ � 1 � 1 S °J I STA: 4 +19.22 - - - - - - - - - - - -�-- 11 OFFSET: 124.,gk L 1� INV EL V. 230 \ F4,0 J FG EL V. 234 \ 0 2 °L� O9% oW s A'S' `9ti s ST NOTES. ALL MANHOLES SHALL HA VE W to c/o ! - - - - - - - - , ='1 �98� ROUND, SOLID, LOCKING LIDS. STA: 4 +11.39 z OFFSET.. 38.28 L ^ , ' ALL TRENCH RES70RA TION STA: 3 +14.38 1 INV EL V. 235 \ \ �+ i OFFSET. 48.06 b FG. EL V. 240 SHALL BE PER ;'CITY OF 220 , / RENTON TRENCH RESTORATION FG. EL V. 224 \ AND STREET ".' O VERLA Y O ' / \ REQUIREMENTS. L , 6" PVC S7L'B TYP. f M � ) STA: 22.27 OFF T.• 6.52 R �/�d j STA: 3t2y.1�1 io IN ELV. 235 OFFSET,61.96 L = 14.00 \ \ ELV. 240 -2 0�� N 'w (j) INVLV. 222 j FG L V. 226 n \ a� 02 (j) K K = 2.86 W. SOLID LOCK.LI (TYP) +d ,- � �N Q G w � STA 3 +85.06, 7. � 6 STA: � +1398 OFFSET.." 3384 R Ivry o z I ;a N INV EL V. 235 FG. IELV. 240 40.00' VC RIM EL V. 233.1 39.1 LF 6 "PVC ®230% mN 6. u'x 61-- {I c � fix) I 1 cn o 1''Y,1{JniVjn' 61, �i h• (® PROP. SS MH //3I -2 48" 0 SEE DTL. SHT.13 o-1 3185.06, 7.5 R. °+° v N ro N S TA. 3 +54, 9.9' R. 40 Dl. . 1E. 221,40' o a QL a RIM RIM E4 V. 233.1 INV. V. 226.0 a - - - - - -- A 3 FL N a I 1 Ili -- N ( d a w.... . �- V I I �l l-/ A L F l 99- /? 0' GRAPHIC SCALE a 0 ( IN FEET ) I inch = 20 ft. frrEl [Ell E❑ El El REl El 1:1 El 11 ❑ ❑ ❑� TA 13 +54.0, 9.9RT. _ H !E 224.77 S IIE. 221.40 .71 CLEARANCE \ 10" STA: 4 +19.76 9, I OFFSET 124.47 R 1 INV EL V. 240.0 8 -3/4" FG EL V. 243.5 I I � 1 � 1 1 7" -- - - - - -- -- ------ - - - -3- - 12"0 Sr. GG - - -- - - -- - -- 64� - -- 64/ - 14V -GAff,�t (o - - - --GA -':3--�- - - -GA +--o � - \ � � 1 44° SEE DH I TL. SHT 13 IBRONSON PLACE E. PROFILE STA R +53.37, 2.9 LT .\ L RIM ELV. 215.04 280 n ° INV. ELEV. 207.24 STA. 3 +2Z6, 38.9" RT. \ (� WA. !E. 221.37 o SS. IE. 219.56 s STA 2 +66., 7.4RT. s 0 1.1' CLEARANCE N� SD. EE 211.37 y SS. IL: 209.54 ? ° 1.16' CLEARANCE m ! CD `nF\�� EX. WA. rE 2134 �a.� EX SS MH #31 S ." 2 +47.1, �'R T. SD. "'E.. 211.5 STA LV2.13. 39.34' RT. ,SS fE. 207.20 RIM EL V. 213 97 x.63 'CLEAR INV. ELV. 206.37 GUi i O Z I w rP 27 - 28/8 o r 24( DAY L"..' ELEV 200.00 12 "0 FIBER PACKIr 3/4" SQUARES SPACED - 3/4" AS INDICATED - HT. 1/8" 45• (1/8) X1/2" RAISE -1 /2" WIDE BORDER PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 5/8" 2 -7./8" 4 8" 15" CAST IRON RING AND COVER S a a) OI /l -A - 1- Ag M 9470 7 ONAL �G EXPIRES 6/22/01 m CONCRETE CLASS 3000 3/1„ PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. REcommENDED FOR APPROVAL BY BY�- _1 BY - -- nV 1 +00 az 2 +00 375 5 +00 SCANNED MAR 3 0 2000 PVI ELEV = 215.03 0� o BY - = 14.00 PROP. SS MH I'3 -2 0�� ro rn K K = 2.86 W. SOLID LOCK.LI (TYP) +d �� o STA 3 +85.06, 7. R. v 40.00' VC RIM EL V. 233.1 INV. ELV. 226.0 cn o ¢ 1) W aS W °+° v N ro N S TA. 3 +54, 9.9' R. 40 Dl. . 1E. 221,40' o a QL a S a - - - - - -- N N " S LL2j 109Z�- G W j U W j W 27' CLEARANCE _ NEW m m PROP. SS MH #31 -'l, SOLID OCK. LID o STA 2 +5337, 2.9 4T. 95.00% 5' CONC. SIDEWALK RIM ELV. 215.10 INV. ELV. 207.24 VC @14.6 _. - - - -- - 1.00% -__- - -- Et F D OF PA ONG. TICAL CURB CE OF CONCRETE VER 137 LF 8 "0 PVC 0 0.5% SAN. SEWER V.Q) - N c� ryN ryN NN NN NN NN 1 +00 az 2 +00 375 5 +00 SCANNED MAR 3 0 2000 Lo oLD _j 16 `ETA: 4+19.22 OFFSET- 124.9 INV ELV 230 FG. EL V 234 00, is (D LLJ '� s�so NO TES: 0 /0 ALL MANHOLES SHALL HA VE ROUND, SOLID, LOCKING LIDS - STA: 4+77.J9-- OFFSET: 38.28 L ALL TRENCH RESTORA TION STA: 3+74 j8 0 INV ELV 235 (D �__OFFSET- 48.06 L' . FG. EL V. 240 SHALL BE PER CITY OF IN V EL V 220 REN TON TRENCH REr 5 TORA TION FG. EL V 224 AND STREET OVERLAY < co -- REQ U I, - , EM EN Cv N TS. 6" PVC SF-13 (TYP.) STA: 4+22.27 0 orFvT 6.52 R -STA: 3 +2 .21 TL V. 235 OFFSET 161.96 L WE V. 240 IN V ELV 222 FG,tL V 226 0 @ (t S TA 4+7393 OFEtT- 33. 84 p INV EL V 235 224.77 FG. !ELV 240 00 39.1 L F 6 VC 023.0% T 3+54.0, 9.9RT WL A . _i . -j SS. IIE 221.40 s -- 2.7'I CLEARANCE F- PROP. SS MH f3I-2 STA: 4+19.76 FFSET�, 124.47 R 48" 0 SEE D 7L. _5H T 1 J ; // INV L 'ON E 240.0 STA 3+85.06, 7.5 R. FG. EL V. 243.5 RIM E4 V 31. 1 233.92 61 0 INV. ELV zz'6 8 -225.5 vi F , . ....... Yl if 161.9 LF 6"0 PVC 916.25% A - - - -- - -- - - -- - - - -- - - - - - - - - - - - - - - - - - - - - CD g o Iq 1- d. 2 rcr 114 1 t"v - - - - 14, - 40.00' VC STA 3+85.06, 7_5 _4112i�ocr_ 4 5- (T- N_ PROP. 4H f31-.3 48" 0, SEED HT. IJ El - STA 2+97.0 16 08 n. a_ Q Ld O m z 0 I V RIM EL V. 219L 89 219.70 INV. EL V 211 4 9 210.65 ul PROP. SS MH #,31-1 BRONSON PLACE W. E. PROFILE 48" 0, SEE DTL. SHT IJ STA 2+51.41, 1.20 LT 280 RIM EL V. 219 04 274.90 STA. 3 +276, 38.9'RT. INV. ELV. 207.24 207.70 W4. 1E. 221.37 SS. 1E. 219.56 STA 2+66.0, 7.4RT 1.1' CLEARANCE SS. E 209.54 4 - 1.16' CLEARANCE EX. W4. 1E. 213.4 EX SS MH 11,31 \3-) STA 2 +47.1, 0:"8' RT. SD. IE 211.5 STA 0+92.96, 39.34' RT SS. fE. 20720 RIM ELV. 21397 3.63' CLEAR INV ELV. 206.37 A I11 LE 0 --C-\ z V \ (Z) 24( DATUM ELE1, 200.00 Li GRAPHIC SCALE 2 IN FEET 1 inch = 20 ft. 12"0 FIBER PACKIr 3/4" SQUARES SPACED - 3/4" AS INDICATED HT. 1/8" 0 45* (1 ❑ El El 1, 2 I/[ P-1 El EEI El D El - 0 Lj F Ell Eli RAISE-1/2" WIDE BORDER o" PIPE MATERIAL AS SPECIFIED BY THE ENGINEER 5-3, 2 ,"87 4' __3 8" CAST IRON RING AND COVER � H. 7• of WA 0 470 S`SIdNAl EXP[f2E5 B/22/O1 PV1 STA - 94-A13 m CONCRETE CLASS 3000 5,'4 PLUG TO BE SEALED IN SAME MANNER AS MAIN SEWER JOINTS. AS -BOIL r NOTE. "AS-BUILT" IS BASED ON A ACTUAL FIELD SURVEY BY TOLIMA ENGINAIERS AND INFORMATION FROM CONTRACTOR. 7400 2+00 LL li 6:'9 F R 21 3+00 Ptq ELEV = 215.09 A.D. = 14.00 K 2.86 PROP. SS MH J31-2 W SOLID LOCKLID(TYP) 40.00' VC STA 3+85.06, 7_5 R. N_ RIM ELV 2434- INV. ELV. z"26.6 33.92 + 'fil-J, SOLID PROP. SS MH ID LOCK- _STA 2+97, 16.0' RT. RIM EL V. 219. 219.70 LID -" �� �3: k�;: Lu N w PROP. SS MH fJl- 1. LID L INV. ELV. 2"-.49 210.65 CK. LID \ 2. rz STA 2+51.41, 1.2 L7 21 RIM, ELV 6.1 21490 5' CONC. SIDEWALK INV ELV 9a7__U 207.70__- 1.002' 8"0 PVC 110 P @16.78% 88. 5 Lr 8 4"a 8"0 STA. J+54, 9.9' R. L Et DL W4• 1E. 224.77' Et PVC SS. 1E. 221.40' ooFFPcAovlNG CONCRETE VERTICAL CURB 37 LF 8"O P 0 0 59-1 SA N- I SEWER 40 LF 2L.7' CLEARA n C'� IN p ^ tl It CN N N GN ..... . ... .. C'4 7400 2+00 LL li 6:'9 F R 21 3+00