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HomeMy WebLinkAboutC2 Sewer Plan and Profile V1APPROVED OW10,22 wTf 3 w v, (V X w 2400 / PROTECT 30'--'' / CMP IN PLACE / 9( 7 14P 'o PREVAIL SUBDIVISION NO. 2 EX SEWER MANHOLE-1 [LOCATED OFF OF PLAN SHEET IN PREVAIL SUBDIVISION NO. 2. APPROX 314-FT EAST OF EX -SEWER MANHOLE-21 RIM: 2726.12 INV E (12"):2708.29 INV W (12"):2708.39 MERIDIAN RD. (HWY 69) KEYNOTES O INSTALL NEW SEWER MANHOLE OVER EXISTING SEWER MAIN PER ISPWC SECTION 502.3 . 5.13.2. QO APPROX MAX SAWCUT LINE SHOWN. SEE MERIDIAN RD. REPAIR SECTION, THIS SHEET. QO CONST. 14-FT WIDE GRAVEL ACCESS AS SHOWN. USE SECTION PROVIDED ON SHEET 3. Q1 ® RECONSTRUCT EXISTING APPROACH PER ITD STD DWG 405-1. MATCH EXISTING ELEVATIONS. USE SECTION PROVIDED, THIS SHEET. Qj OS RECHANNEL EX. DITCH AS SHOWN TO ACCOMMODATE GRAVEL ACCESS PAD. Qj © GUARDRAIL MAY BE NECESSARY - COORDINATE W/ ITD INSPECTION STAFF. 2739- 2736- 2733- 2730- SSMH OFFSITE-2 _ --- ---------------- 2727 '»s2, / 2 RELOCATE AND 0 z 32 EXCAVATE EXISTING CMP & DISPOSE OF OFFSITE RECONSTRUCT PROTECT EXISTING CMP i 1 RECONSTRUCT- - DITCH TO EXISTING OR RECONSTRUCT TO �� � s � GRADE 4EXIS MAILBOX TO o EXISTING CONDITION CONDITIONS EXISTING CONDITIONS IF [ 3 � � MAX TO EXISTING _ �`1' Q 2 2 �2 DISTURBED] aoj a3 a3 3� d3 a3 a3 e3 124'-� "' 272 - - - -� _ _ _ TOP - - - - roa - - - -tea- - - Toa d3 _ - - _ _ - _ roP - eT.p - - e3� a3 a O --- - - - ----------_---Ld - - - - - --r�=�'• - -•-•- - -- roa ----- -o --- ----Q - - - -� - - ��� �T.3Q%-ra1',,,0 • TOE � • TOE _ _ _ - doi o • �Ot 1-2Toe - - TOE .oE - soP- - - - _ y O W 0_ +n T.E- _ a ---- --- - o01 d01 d01 - - _-- ------ ---------- - ---- / i ---- - do a - d01 _ u 22 -----+ --- - do --- - d6- - L - - - - --- - eo ao d01 - d01 " Ol dd d01 - -- -- --- --- T d01 -- --- --- --- CO = U ~ a 2 7 - --------1 d0 sm. +41.22 ELEV: 2736.00 \ Sr 2+43.62 \ STA: 2+64.44 ELEV 2735.55 I-14' -I ELEV: 2733.4 A: 2+50.44 2733.75 .0% \ 2H:IV \ STA. 2+75.04 ELEV. 2726.58 MH INS RTION KCTID ROFILE HOR: 1 0 VER: 1 "= ' - oP op - - -- --- d0 ao 5 t79° 5 PROTECT EX 12" PVC ®0.24 4 a - - - +80 GRADE 2EXIS SSMH OFFSITE-1 2 9 PROTECT EX PROTECT EX POWER POLE IN PLACE PROTECT EX PROTECT EX TELEPHONE BOX IN PLACE I PROTECT EX MAX TO EXISTING RIGHT-OF-WAY POWER POLE IN DITCH OR PROTECT EX OVERHEAD POWER PROTECT EX I TELEPHONE BOX IN 33.5 FG LINE PLACE RECONSTRUCT TO EXISTING TELEPHONE BOX IN PLACE 0 GRADE 4H:1V POWER POLE IN PLACE PLACE [29.4 EG] PROTECT EX IRR CONDITIONS [IF PROTECT EXISTING PVC RECONSTRUCT MAX TO EXISTING 27.5 FG 25.9 EG [ ] DISTURBED] i OR RECONSTRUCT TO DITCH TO EXISTING RIGHT-OF-WAY PROTECT EX DITCH OR I BOX 30 0 15 30 60 EX SEWER MANHOLE-2 S1236141820 EXISTING CONDITIONS [IF CONDITIONS S1236141900 LINE #1 RIM: 2726.57 PERCY FARMS LLC DISTURBED] PERCY RENTAL LLC RECONSTRUCT TO EXISTING S1236141820 p INV E (12"):2710.7s INV W (12"):2710.85 5385 S MERIDIAN RD 5385 S MERIDIAN RD CONDITIONS IF [ PERCY FARMS LLC SCALE IN FEET I DISTURBED] i 5385 S MERIDIAN RD 1"=30' 274 27: 272 272 272 272 272 27, 271 271 271 27C w In C4 N N N Li l F 0 to 4 O 0 0 0 Z L'o po NN 00 M N N N 2 N N 0 N O V) -�zzz � - - - FINISHED GRADE Moo L�Or)I�N O r, N � + 2 (O (V - 0 'ate FINISHED GRADE (nN - - 219' LF TYPE 'C' SUR ACE REPAIR 27' LF TYPE ' 'SURFACE REPAIR i 421' LF TYPE 'C' SURFACE REPAIR i PER ISPWC SD 303 - - - _ - - _ 2 Q -- - - PER ISPWC D-303 PER ISPWC SD-303 -- ---- ----._--- - - - - - ` --- --- - - - - - - -� 2 \ ---- - ---- EXISTING GRADE -------- - - - - - - - - - - ------------------- ------- ------------------------------ EX 12 - - STA. 7+55.26 ------------------- --- ---------- _---PVC_®U 0 _____-- - STA 6+ .61jc A 7+s2.a1 INV: 272 .38 EX 12" --- - --- --- INV: 2728 58 I : 2728.72 CMP 0.04% 7 STA:3+87.42 STA 5+3 INV: 272 .98 INV: 7.36 .29 EX 12" CM 3 ® -0.22% I'M O 0 Lu Ld 12 LF 12" LO = CM ® 0.24% + N 00 = F- F- u) Q 388 IF 12" PVC 395 LF 12" PVC 00 30% 0 (3 9 LF C-C) OFFSITE SEWER PROFILE H R: 1 "= 0' 270 +80 GT 1 V GTTV LT I V JTVV JTJV JT VV JT.7V TTGV TTJV TTVV JT IV JTTV JT I V VTVV VTJV VTVV VT.7V I TLV / TJV I TVV VT IV VTTV 2742 >.739 >.736 1733 1730 !727 '724 '721 '718 '715 '712 '709 8+70 06 2739 v p C p Q .m V N T w 2736CD 'i Z Z ao N 2733 W Z W W w w Z_ w '� C7 a Z w 2730 W J c- w w V �w 2727 2724 2+10 2+40 2+70 3+00 21 NOTE: ALL SEWER MANHOLES ARE TO BE 60" INNER DIAMETER, CONSTRUCTED PER ISPWC SD-501. THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF MANHOLE. THECITYOF MERIDIAN REQUIRES 5 FEET OF COVER OVER WATER MAINS THAT RUN ON MID -SECTION LINES. ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, PER CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. BENCH MARKS 6RTBM TBM #1 - 2726.57 - RIM OF EX SEWER MANHOLE-2. LOCATED APPROX STA 2+00 ON EXISTING SEWER MAIN. SEE SHEET 2. TBM #2 - 2730.45 - BRASS CAP [HIGHWAY MONUMENT] LOCATED APPROX STA 5+20. SEE SHEET 2. 4" ASPHALT PAVEMENT (SP-3, 1/2" MIX, PG 64-28) 4" - 3/4" MINUS CRUSHED GRAVEL OD_ 17" - 6" MINUS PIT RUN 0 0 MERIDIAN ROAD TYPICAL REPAIR SECTION NOT TO SCALE -USE THIS SECTION OR MATCH EXISTING ROAD SECTION - WHICHEVER IS GREATER. -SECTION BASED ON R>20 W/ TI=10; REFER TO SITE GEOTECHNICAL BY SITE CONSULTING, LLC DATED NOVEMBER 30, 2018. NOT APPROVED FOR CONSTRUCTION 5g\ONAL FNc O\STFR�o LF 2 06/28120022 � f 882 F�TF OFF �/N S. CRP rCHECKED BY: DAVID A. BAILEY P.E. 0 Ldz ocr � a o: Now w 0 N N � N N W w a I I N o - 04 W 'D 'o p Q z ry W W b J z LL W W 0 LL o z 1� o 0 V) J W > C) Z m W Q 0 � J W o rn V 0� W W LL V) m 0