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HomeMy WebLinkAboutC5.4_Sewer and Water KEYNOTES V Q 9 Q � � O 11-1/4' BEND (MJ) O REMOVE EXISTING BLOW-OFF Q m ASSEMBLY AND CONNECT TO ■� o rn N O 22-1/2' BEND (MJ) EXISTING 8" WATER MAIN. ; CONTRACTOR TO FIELD-VERIFY Lu aco 3O 45' BEND (MJ) LOCATION & ELEVATION OF ■sue Z EXISTING WATER MAIN. _____ ----- r U U °° a U U °° a ° U UI °° ® 8" CROSS (FLG) ® POTABLE/NON-POTABLE MAIN Z 3- 8" VALVES (MJxFLG) CROSSING. REFER TO WATER NOTE 2 = g o I i - SEE COVER SHEET 1.0 �-__ x ---- i Q �ZJ 1- 8" ADAPTER (MJFLG) 1 r 9O POTABLE/NON-POTABLE SERVICE N 8" CROSS (FLG) CROSSING. REFER TO WATER NOTE 3 = Z 2- 8" VALVES (MJxFLG) - SEE COVER SHEET 1.0 W ° -----+� i'+----- I v �a I 1- 8" ADAPTER (MJxFLG) Lco s i 1- 8"x6" REDUCER (FLG) LW w I�IS7H B4 1- 6" VALVE (MJxFLG) = Z 1 i i iI ii a CON T. 8 LF 6' WATER MAIN� So ��o° , W Q 00 7 2 © CONST. 11 LF. 6" WATER MAIN J � 1 I�° 9 i i� o « �i i I l i 9 l i 9 8"x8"x6" TEE (MJxMJxFLG) 5 W Lu _ �i 9 �� 6" VALVE (MJxFLG) r' FIRE HYDRANT [MERIDIAN W8] ---- �{ � �- 9 1 � o T � � �i O it rl i I i - i; 0 ;i- --, PVC ®0.4 % I 1 1 �° i SEWER LINE A NAL I 1 ' �: �� . I . . r� I CONSTRUCT 184 LF ° ° ' ° I �SS�O FNG _� ��____ I SEE SHEET 5.1 i > F I �., — 1� 1� I GASTE,Q 'liF 4` 8» WATER MAIN �� - o F � � i CONSTRUCT 205 LF � c ° � .� � � � Q- � 1 „�; ;--- - ! , CONSTRUCT 53 LF 1 Q 10/16/2023� ' CONSTRUCT 35 L 8 WATER MAIN --- - ----, . ________ _I _ „ I 00 I -- -- t -- ;- - -- 9 - - ----- - -- - �� 8 WATER MAIN_ CONSTRUCT 82 LF I �o CONSTRUCT 52 LF -- -- --- --- __ 1882 -----� -8» WATER MAIN - -I I - ----- --- �, ° _ --yy� 3 ���,� __ 8 WATER MAIN SSMH B3 700 I I ° ° ° ° °I o a I° a _.8" WATER MAIN �i 1 N i F 1 9�F - - \�' I I I « - CONSTRUCT 35 LF 0F P y y 8" WATER MAIN �� N S. CR \ 1 \1 i .k6 w w w w w w w w w w w w w w w w w w w w °� a a I 9 ' 1 SSMH; 61 _ _ S TI TANIC�M A I/E _ �� _ I - _ _ _ _ « CHECKED BY: I I - - r 6 - - 8 4- o SSMH A4 - �w DAVID A. BAILEY P.E. 0 1 9 0 1 0 1 0 j 8 w_ DRAWN BY: —'�0 s s�—sTs s��s E s l S s� s��s f s��s s s s " JBD �/ s co I Ln I I po ii 8 I T ' s T 1 7 CONSTRUCT 39 LF ,'��, y 168° I I 1 1 8WATER MAIN I i i I CONSTRUCT 72 LF l- PYC 0_0.4�7. 8" WATER MAIN � ol \ SSMH B2 i 8" PVC 1.5�4% OO CONSTRUCT 59 LF ,� i `"� I C. P z 8" WATER MAIN_ - I u I Liu °a ; 51 n I ° — I i 1 e SE SN 0 A F., F b � =- w - - W / Q N o 7 I 8 - �� - ,3 \°a z —� SEWER LINE A I -_--- SEE SHEET 5.3 30 0 15 30 60 � 0 - W ® I o 5 --1 °� _ —'" SCALE IN FEET LL INQC------- 1"=30' 0 268 2688 NOTE: O N STA:2+0 .00= ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, UJ z 00 SSMH AA PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. N Z a 00 STA:5+0 .00 ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR Z � 00 00 � RIM:2681.65 WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY p INV IN:2 64.79 8 W OF MERIDIAN ISPWC SUPPLEMENTAL. A� 268 � to 00 —to 00 � c° 2685 0 J O O .- ca .. " THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON � N M ^ N N � (co; + (D Z ? INV OUT:2664.69 8 E MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS _ _ SHALL BE 4-FT. MO ^ cD I, � cO cD m � ppcV � N — O _ -- — m0+ � N � NZ ZO � ONZ N _ » r�'� Z O Q > Z Z FINAL G ADE NOTE• Z m N — O 65 > > > (N F~ Z __— _ —— ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, j 268 Qig Z Z Z —— — —— —— — EXISTIN GRADE 682 CONSTRUCTED PER ISPWC SD-501. Q NNFZZ (t THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED — —— FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF J 12" C-900 MANHOLE. O STORM DRAIN BENCH MARKS 6M TBM 267 ,. 2679 TB #1 - 2681.09 - EXISTING SEWER MANHOLE (SSMH Al) - LOCATED IN PUBLISHER ST. SEE SHEET 5.1. ��/ QL o w $ WATER MAIN TBM #2 - 2681.04 - EXISTING SEWER MANHOLE, LOCATED Li SOUTH OF ENTRANCE IN EAGLE RD. SEE SHEET 5.2. o 267 2676 267 8 P 2673 V ®0.6590 75 L. _C c� Q VI 267 36 LF 8" PVC 0.45% 2670 (40 LF C—C) 3 1 LF " 395 PV 01., 48 LF 8" PVC 00. 5% LF —C 47. 2667 (52 LF C—C) 2667 LJJ DATE: 266 2664 10-13-2023 PROJECT: C2021-027 SEWER LINE B PROFILE SHEET HOR: 1 "=30' g VER: 1 "=3' 268+10 7+80 7+50 7+20 6+90 6+60 6+30 6+00 5+70 5+40 5+10 4+80 4+50 4+20 3+90 3+60 3+30 3+00 2+70 2+40 2+10 1 +80 1 +50