Loading...
HomeMy WebLinkAboutC2 Sewer Plan and Profile V1b\ wTf 3 w v, (V X w 2400 / PROTECT 30'--'' / CMP IN PLACE / / 9( 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.B.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- 273o- SSMH OFFSITE-2 _ � � � - - - 2727 � _ - _ / 2 RELOCATE AND Z 32 0 _ EXCAVATE EXISTING CMP & DISPOSE OF OFFSITE RECONSTRUCT PROTECT EXISTING CMP 2732 i s GRADE 4H:1V 1 RECONSTRUCT- MAILBOX TO o DITCH TO EXISTING OR RECONSTRUCT TO EXISTING CONDITIONS IF [ d3 MAX TO EXISTING _ EXISTING CONDITION Q 2 �2 CONDITIONS DISTURBED] doh d3 d3 d3 - d3 d3 d3 O. 124'� " 272 - - Toa- - - T Too - - - -� _ _ r� - - - - roa - - - - �Oa - - Toa _ - _ roP - d3oP - - d3- d3 d o --- - - - ---------_-------Q o - - - - - --r=-�f• - --••- - �. -- ----- -Ld Toa --- o --- -� - - ���-rat 0 • -toc in • OE - - - - doi o • ' �Oi 1-2Roe - - TOE ME - soP- - - - + O W +cn OE- ----m �- - - - �I - of dol--d d01 dol Two - - - ------ ----- -------- --- d° d01 ------ - --- 22 - d° - e6 - do L - - - - - --- - eo ao d01 - d01 " ,d0 O1 do - -- -- --- --- T dol -- --- --- --- CO _ Q " � Q 2 7 --------- - da do sm. +41.22 ELEV: 2736.00 \ STA- 2+43.62 \ STA 2+64.44 ELEV 2735.55 14 ELEV: 2733.4 A 2+50.44 2733.75 0% \ 2H:IV \ STA 2+75.04 ELEV. 2726.58 MH INS RTION KCTIO ROFIILE HOR: 0 VER: 1 "_ ' - oP � - -- P °P _ - - - ao ao 5 t79° 5 PROTECT EX 12" PVC ®0.24 4 / i1 � � - - � +80 GRADE 2H:1V 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 1 BOX 30 0 15 30 60 EX SEWER MANHOLE-2 51236141820 EXISTING CONDITIONS [IF CONDITIONS S1236141900 LINE #1 RIM: 2726.57 PERCY FARMS LLC DISTURBED] PERCY RENTAL LLC T RECONSTRUCT TO EXISTING S1236141820 p INV E (12"):2710.7s INV w (12"):2710.85 5385 S MERIDIAN RD 5385 S MERD CONDITIONS [ , PERCY FARMS LLC SCALE IN FEETRIDIAN DISTURBED] i 5385 S MERIDIAN RD 1"=30' 274 27: 272 272 272 272 272 27, 271 271 271 27C w � N N N N Li l F 0 to 4 O 0 0 0 Z L'o ro NN 00 M N N N 2 N C4 0 N O V) -�zzz N I - - - FINISHED GRADE MOO L�O0I�N O O r) N 2(0NzO 2,a:� FINISHED GRADE N N - - 219' LF TYPE 'C' SUR ACE REPAIR 2T LF TYPE ' 'SURFACE REPAIR i 421' LF TYPE 'C' SURFACE REPAIR i PER ISPWC SD 303 - - - - - - - Q - - - PER ISPWC D-303 PER IS WC SD-303 - - - - - - - - - - - - - - - - - - - - - - --- --- - - - - - �\ 2 i� ---- - ---- EXISTING GRADE - -------- - J i - - - - - - - - -- ----------- - ------------EX 12" - --- --- - - ---------- STA: 7+ .26 ------------------- --- ---------- _---PVC_® 0.37 0 _____-- - STA 6+ .61 A 7+52.41 INV: 2729.38 EX 12" --- - --- --- INV. 2728 58 I : 2728.72 CMP 0.04% 7 Sf STA:3+87.42 STA 5+3 INV: 272 .98 INV: 7.36 .29 EX 12" CM 3 ® -0.22% pe) O 0 Lu Ld 12 LF 12" LO = CM ® 0.24% + N 00 = F- F- w Q 388 1 F 12" PVC 395 LF 12" PVC 00 30% 0 (3 9 LF C-C) OFFSITE SEWER PROFILE H R: 1 ER: 2742 >.739 >.736 1733 1730 1727 1724 '721 '718 '715 '712 '709 270 +80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+?06 2739 v p R oN C p - �Q V w 2736 'i Z ~� 3 W Z 3 = a o � 2733 W Z Lu ~ W w Z_ u' 'cc m Z Z w n 2730 W J N- w /i 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 OOO 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 � �\STE,, o GF 2 O6/28//20022 � f H Z F- OF F N S. CRP CHECKED BY: DAVID A. BAILEY P.E. 0 Luz ocr � a o: Now w 0 N N � N N w a I I fN04 o LJ p Q Z ry W W b J z LL W W 0 LL z 1� o 0 V J W > C) Z m W Q 0 � J W o rn V 0J W W LL V) m