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HomeMy WebLinkAboutCC - Sewer Plan I v p g C p � I KEYNOTES Q QO APPROX SAWCUT LINE SHOWN. SEE V Q I 1 MERIDIAN RD. REPAIR SECTION, SHEET 2. S1131233820 I I R7824220044 02 REMOVE EXISTING BLOW-OFF ASSEMBLY •i Z_ ~3 i LL_I I & CONNECT TO EX. 12" WATER MAIN. JOSE ASEGUINOLAZA I o �,w SHAFER VIEW NORTH LLC p Z 3 PREVAIL SUBDIVISION N0. 1 5570 S MERIDIAN RD I ' E SHAFER VIEW DR. 03 CONST. 2" BLOW-OFF ASSEMBLY G� Z � �I I U PER EXTENSION) = d E MERIDIAN oP op—op oP ,;P —op—op—op— ® POTABLE/NON-POTABLE MAIN (fj CROSSING. REFER TO WATER NOTE 2 = Z F —ac ac act oP c c\ ac ac ON COVER SHEET 1.0. W ac 4c w 2 QO CONST. GRAVEL ACCESS PAD AS SHOWN. W w v OP USE SECTION SHOWN ON THIS SHEET. Z_ w s �• C'3 m i� Z wao W <o P i CONST. 113 LF MERIDIAN RD. (HWY 69) 12" WATER MAIN [NO SAWCUT ACROSS HWY 69... V w 1 DIRECTIONALLY DRILLED—OR AS OTHERWISE APPROVED] — � � dOi —doi dOi SSMH OFFSITE-3 84 2�3a — NOTE: �pNAL F ALL SEWER MANHOLES ARE TO BE 60" INNER DIAMETER, �5S NCj CONSTRUCTED PER ISPWC SD-501. p� �G\ST FRS THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED p FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF 1 788/20822 Q d3 o d3 131' � 4 1 _ MANHOLE. N. .F�- o w TOP TOP -r - d3 d3 d3 d3 d3 '--- - - --- S - ------o-- - --n.-- - Taa --TOI - TOP --- -- r Toa rov- —d3 �3- -- - - ,� d3 - d3--- d3 d3 +(n o —�-- -- a--- ------ � I roP�—roP I \ a „_ TOP ----roa Of _ " �0.3e�e-cn--ro�— �` — —— — —— —O —�?—RV���00°�o-r--_—-r o — o I TOP ———roa— -r{—._. 5—�—. . --------------------- NOTE: 3OT ___ --- , —row— — — oe — _ _ Q v _ _ - - THE CITY OF MERIDIAN REQUIRES 5 FEET F COVER OVER �Q - ��_ _ _ � � o�aoi----- _ WATER MAINS THAT RUN ON MID-SECTION LINES. � — — — � � � 30� = CHECKED BY: BAILEY PROTECT EX — ———————— 7` ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, Y P.E. DRAWN BY: A. BAIL i PER CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. PROTECT EXISTING CMP DITCH OR KSC OR RECONSTRUCT TO RECONSTRUCT TO PROTECT EX EXISTING CONDITIONS [IF EXISTING DITCH OR SSMH OFFSITE-4 \ " DISTURBED] CONDITIONS [IF RECONSTRUCT TO ^ BENCH MARKS Z TBM EXISTING DISTURBED 2+00 i _ „� ] CONDITIONS [IF / I^I, III �� TBM #1 - 2726.57 - RIM OF EX SEWER MANHOLE-2. DISTURBED] - TT �„ ,�—„ LOCATED APPROX STA 2+00 ON EXISTING SEWER MAIN. GRADE 4H:1V S1236141820 __ �� TO EXISTING PERCY FARMS LLC SEE BRIAR RIDGE SUBDIVISION SEE SHEET 2. 5385 S MERIDIAN RD DEVELOPMENT PLANS. PLAN DEMARCATION AT SEWER - TBM //2 - 2730.45 - BRASS CAP [HIGHWAY MONUMENT] LOCATED APPROX STA 5+20. SEE SHEET 2. S1 2361 41 820 BLOCK—OUT & WATER � z PERCY FARMS LLC BLOW—OFF. �� o 5385 S MERIDIAN RD IL �'� �\ o L z II 1 30 0 15 30 60 a ,� o II u o w I ° ib I SCALE IN FEET If o N o 274 29' L TYPE 'P' SURFACE REPAIR 2742 > I W p 496' LF TYPE 'C' SURFACE REPAIR PER ISPWC SD 303 z `" PER ISPWC SD-303 4' LF YPE 'C' SURFACE REPAIR 14'-0" Z 2739 2% 2� J ER ISPWC SD- 03 SSMHOFFSITE-4 7•-0" 7•—D„ W 273 N RIM:2735.40� INV IN:2 14.20 12"W co o [B OCKOUT W] 0 Lo N INV OUT:2 14.10 12"N W I,I N PLACE 8" MIN. OF 3/4" MINUS uJ 273 N ^ 2736 CHRUSHED AGGREGATE COMPACTED TO o +I� - ---- 95% DRY DENSITY. OVER COMPACTED 0)N z SUBGRADE. O Fes>> r �� 273 FINISHED GRA E EXISTING GRADE --- - - / 2733 � p 14 GRAVEL ACCESS ROAD n TYPICAL SECTION n Z I� ---- ----- NOT TO SCALE STA9+32.49 _ --- Ift 2729.90 273 ---- L -_ ------ 2730 273 2736 J ____ _____ ______ STA 10+ 1.15 119 F 12" INV. 27 .55 tSTA: 9+21.40 Qz CMP 0.55% 12" WATER +2% ACCESS PAD 0 \ I 2729.44 �-- 273 2733 4H: /j 1V MAX �� 2727 EX 12" 2727 Z m I I N CM ® 0.04% �I �J O i 1� \ / 0 0 272 ri = 2724 273 2730 000 N L.L W 2 272 N Q 2721 2727 2727 Q SMH OFFSITE 3 PROEIL HOR: =30' OVER: 1,ECTION =3' 271 2718 2721+80 2+10 214 2+70 3+00 24 I 271 2715 381 LF 12" PVC 0.30% 0 m 88 LF 12" PVC 00.30% 385 LF C- NOT APPROVED FOR 271 (392 L C-C) CONSTRUCTION DATE: 2712 2-11-2022 PROJECT: OFFSITE SEWER PROFILE C2015-022 H R: 1 "= 0' SHEET ER: 1 2702+40 8+70 9+00 9+30 9+60 9+90 10 20 10 50 10 80 11 10 11 40 11 70 12 00 12 30 12 60 12 90 13 20 13 50 13 80 14 1609 273 2739 C C o e �o KEYNOTES ` O INSTALL NEW SEWER MANHOLE OVER _ Ci EXISTING SEWER MAIN PER ISPWC SECTION 502.3.5.B.2. PREVAIL S U B DIVISION N O. 2 QO APPROX MAX SAWCUT LINE SHOWN. SEE 273 2736 MERIDIAN RD. REPAIR SECTION, THIS STA. +41.22 3 SHEET. ELEV: 2736.00 Z\ _ Z �O3 CONST. 14-FT WIDE GRAVEL ACCESS AS Sf 2+43.62 STA. 2+64. d SHOWN. USE SECTION PROVIDED ON ELEV 2735.55 \�14 ELEV. 2733.4 o SHEET 3. _ (S -H ® w � EX SEWER MANHOLE-1 a [LOCATED OFF OF PLAN SHEET IN Qj® RECONSTRUCT EXISTING APPROACH PER 273 a 2+c�044 \ 2733 4J Z ITD STD DWG 405-1. MATCH EXISTING : 2733.75 > W F ELEVATIONS. USE SECTION PROVIDED, 3� PREVAIL SUBDIVISION NO. 2. THIS SHEET. . LAi 0% \ 2H:iV Q� Z w w N APPROX 314-FT EAST OF EX-SEWER MANHOLE-21 Qj O5 RECHANNEL EX. DITCH AS SHOWN TO "� C3 w N RIM: 2726.12 ACCOMMODATE GRAVEL ACCESS PAD. Z M INV E (12"):2708.29 W < w 273 2730 o INV W(12"):2708.39 Qj© GUARDRAIL MAY BE NECESSARY- J N- COORDINATE W/ITD INSPECTION STAFF. \ 'L' 2400 MERIDIAN RD. (HWY 69) / SSMH OFFSITE-2 PROTECT 30'�' / i � �� ���--- ----- ------'-- 2727 \ 2727 S�ONAL FN/ CMP IN PLACE / ��� ti��o - EXCAVATE EXISTING CMP -27 2_ O �G�STFR��LF RELOCATE AND & DISPOSE OF OFFSITE _ RECONSTRUC:I'ST e F� Z 32 PROTECT EXISTING CMP ORECONSTRUCT-_ OR RECONSTRUCT TO 2 06/28/2022 96' i s MAILBOX-TO TO b a DITCH TO EXG EXISTING CONDITIONS IF GRADE 4H:1 V CONDITIONS [ STA. 2t75.04 17882 6 i MAX TO EXISTING _ZXtSTING CONDITION �V DISTURBED _ - P ---- --- _ 2 - ] d°�` ELEV: 2726.58 P� � lopd3 oP d3 d3� oP d3�P d3 d3 d3� s ,24' - d3 A d3 d3 d S 272 M H N C R 0 F L E 2724 9TF -- - -_-_ - °-fro ------ ---- ----- roP - -- r°P - ,aP -- - r - r°P -- -� - -- �P---- ow S RTION E TIO _ =�- 0 1 doi o in . .---.---�.- �2to0.301-- of -- aE- 12raE of of .oE H 0 R: 0 ., , as -- of doi doi Q 0 CHECKED ED BAILEY• - -�1'--- �i - �ii-- - �� --d r°�T.,o do --- d- --d°i - --- --- --- - - - - --- - ---------_ -do---- - -- --- �Q 27 VER: 1 "- ' IL P.E. _ - 5 do d6- do do �a -- --- --- - -- -- 5 - - - --- --- 27 - - �P - - -_-- - --- a�----- 0,79 22' - - - - +80 2+10 2+40 2+70 3+00 DRAWN BY: °P PROTECT EX 12 PVC ®0.24 4 KSC PROTECT EX PROTECT EX POWER POLE IN PROTECT EX TELEPHONE GRADE 2H:1V SSMH OFFSITE-7EG PLACE PROTECT EX BOX IN PLACE I PROTECT EX MAX TO EXISTING RIGHT-OF-WAY POWER POLE IN DITCH OR PROTECT EX PROTECT EX I TELEPHONE BOX IN LINE OVERHEAD POWER 33. PLACE RECONSTRUCT TO TELEPHONE BOX IN POWER POLE IN PLACE [29.4 EXISTING PLACE 0GRADE 4H:1V PLACE CONDITIONS [IF PROTECT EXISTING PVC RECONSTRUCT MAX TO EXISTING PROTECT EX IRR 27. DISTURBED] i OR RECONSTRUCT TO DITCH TO EXISTING PROTECT EX BOX 25.9 EG RIGHT-OF-WAY 1 30 0 15 30 60 [ ] EX SEWER MANHOLE-2 S1 2 361 41 820 EXISTING CONDITIONS [IF CONDITIONS S1 2361 41 900 LINE DITCH T RIM: 2726.57 DISTURBED] RECONSTRUCT TO S1 2361 41 820 #1 PERCY FARMS LLC PERCY RENTAL LLC EXISTING p INV E (12"):2710.7s IF PERCY FARMS LLC SCALE IN FEET INV w(12"):2710.85 5385 S MERIDIAN RD 5385 S MERIDIAN RD CONDITIONS [ Z DISTURBED] i 5385 S MERIDIAN RD 1"=30' 2 oLuz as g � a 274 2742 a Now NOTE:_ w - � N N ALL SEWER MANHOLES ARE TO BE 60" INNER DIAMETER, o N W CONSTRUCTED PER ISPWC SD-501. 0 N N (n N THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED N N 273 N N 00 2739 FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF W ci O __ MANHOLE. � z H Li l N F to�O oo^ z W U-0 l�nN NN O+r-N N THE ECCITY OF MERIDIAN REQUIRES 5 FEET OF COVER OVER 273 N N Z Z O N 2736 WATER MAINS THAT RUN ON MID-SECTION LINES. L Q >>> Lu 1 N� ??? I=0 00^ ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, FINISHED GRADE E2 0 O I� PER CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. e f/1 OOr +nZ-:E ILIL LL W = _`O a-O BENCH MARKS 6R TBM 273 �a�FINISHED GRADE 219' F TYPE 'C' SUR ACE REPAIR 2733 TBM //1 - 2726.57 - RIM OF EX SEWER MANHOLE-2. o O 421' LF TYPE 'C' SURFACE REPAIR 2T LF TYPE SURFACE RE AIR PER ISPWC SD 303 LOCATED APPROX STA 2+00 ON EXISTING SEWER MAIN. ' ' - PER ISPWC D-303 Q PER IS WC SD-303 SEE SHEET 2. ___` p TBM - 2730.45 - BRASS CAP [HIGHWAY MONUMENT] --- ----- 2730 LOCATED APPROX A + SHEET 273 -------------EX 12 - ----EXISTING GRADE -------- -- r--- -_------ --------- -- - ----------- ---------- -------- STA 7+ .26 -- - ------------------- INV: 2729.38 --------- ----------PVC_® 0.37 0------ STA. 6+ .61 A 7+52.41EX 12" J INV: 2728.58 INV* 2728.72 CMP 0.04% 4" ASPHALT PAVEMENT 2727 STA. 5+3 .98 2727 (SP-3, 1/2" MIX, PG 64-28) _ STA 3+87.42 INV: 272 .29 INV. 2727.36 EX 12" 4" - 3/4" MINUS CRUSHED GRAVEL _ CM3 0 -0.22% M O 17" - 6" MINUS PIT RUN 272 W 2724 OoD Oo Z m W 0 l 22 LF 12" D CIAD ® 0.24% oho = MERIDIAN ROAD (n 0 272 2721 TYPICAL REPAIR J N Q SECTION n W � NOT TO SCALE LL -USE THIS SECTION OR MATCH EXISTING ROAD 271 718 SECTION - WHICHEVER IS GREATER. Q r n -SECTION BASED ON R>20 W/ TI=10; REFER - V TO SITE GEOTECHNICAL BY SITE CONSULTING, O LLC DATED NOVEMBER 30, 2018. 271 2715 w J Q � 271 388 F 12" PVC 0.30% 1 I , I ry 2712 �1 LLm 395 LF 12" PVC C�0 30%0 I/1J (3 9 LF C-C) �f I NOT APPROVED FOR CONSTRUCTION DATE: 270 27092-11-2022 PROJECT: OFFSITE SEWER PROFILE C2015-022 H R: 1 "= 0' SHEET ER: 1 "- 27 +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 0