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HomeMy WebLinkAboutC5.1_Sewer and Water M E NOTE. KEYNOTES V ° ALL WATER MAIN IS TO BE BLUE ANSI/AWWA C-900 DR18, _ o PER CITY OF MERIDIAN ISPWC SUPPLEMENTAL. s, rn 01 11-1/4' BEND (MJ) .� Oct ALL WATER SERVICE PIPE IS TO BE ULTRA HIGH MOLECULAR V N r WEIGHT POLYETHYLENE PIPE SIDR 7, CLASS 200 PER CITY 02 22-1/2' BEND (MJ) T OF MERIDIAN ISPWC SUPPLEMENTAL. �= ZLu 03 NOT USED _ J THE CITY OF MERIDIAN REQUIRES 5-FT OF COVER ON Z MID-SECTION WATER MAINS; COVER IN ALL OTHER AREAS ® 90' BEND (MJ) SHALL BE 4-FT. NOTE: O 8" CROSS (FLG) = a N ALL SEWER MANHOLES ARE TO BE 48 INNER DIAMETER, 3- 8" VALVES (MJxFLG) CONSTRUCTED PER ISPWC SD-501 1- 8' ADAPTER (MJxFLG) . W Z �_ THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF © CONST. 6 LF. 6" WATER MAIN `W w MANHOLE. 8'x8"x6' TEE (MJxMJxFLG) w 6" VALVE (MJxFLG) �_ Z FIRE HYDRANT [MERIDIAN W8] �c W Q M BENCH MARKS 6R TBMco TBM #1 - 2681.09 - EXISTING SEWER MANHOLE 0 CONST. 9 LF. 6" WATER MAIN _j co o (SSMH Al) - LOCATED IN PUBLISHER ST. SEE SHEET 5.1. la �I � 8 x8 x6 TEE MJxMJxFLG) ui Lu CONSTRUCT 81 LF I �° I 6" VALVE (MJxFLG) 8�� W A a I FIRE HYDRANT [MERIDIAN W8] V w TBM #2 - 2681.04 - EXISTING SEWER MANHOLE, LOCATED k WATER MAIN I TE r SOUTH OF ENTRANCE IN EAGLE RD. SEE SHEET 5.2. CONSTRUCT 32 LF $ 4" WATER SERVICE CONNECTION PER MERIDIAN 8 WATER MAIN W5 [FOR P IRR CROSS CONNECTION] �S�ONAL FNc/ CONSTRUCT 63 LF I \ - a �`� �srE ti SEWER LINE B s° // _, CONSTRUCT 3 LF Og REMOVE CLEAN-OUT AND CONNECT O �G RF F� n� 8" WATER MAIN. SEE SHEET 5.4 ems° 1 8" WATER MAIN TO EXISTING SEWER STUB. Q� Q- $ I 10/16/2023 1 CONSTRUCT 194 LF CONSTRUCT 93 LF p ' .'° \ OO CONTRACTOR TO FIELD VERIFY CONSTRUCT 28 LF 8" WATER MAIN 8" WATER MAIN CONSTRUCT 21 LF S° - ----- -- LOCATION & INVERT ELEVATION. 17882 8" WATER MAIN 8 WATER MAIN a I CONSTRUCT 57 LF CONSTRUCT 23 LF o° 8" WATER MAIN' CONSTRUCT 20 LF - - -- - ' _8" WATER_- MAIN 1 W ® REMOVE EXISTING BLOW-OFF F OF STA:9+90.00 1 i o o ♦♦ 8" WATER MAIN I a 1 - SSMH A2 ASSEMBLY AND CONNECT TO �l'/N S. CRP\ S IN _ { h' I 11 - - - - - - CONTRACTOR TO EFIELID-VERIFY MATCH SHEET 5.2 --------- a --- ---- ----L -- - = ---- ---- - ------- --- ---- --------- ------{---- ------------------- ----- --------- F Q s ss I ss LOCATION & ELEVATION OF EXISTING �-°a a ° a a° - I w N ' ` + 8" PVC C�0.57% N WATER MAIN. CHECKED BY: I° _ _ __ _ _ a° - ---- w 159° - I 9 - DAVID A. BAILEY P.E. ° ° . ° . Ems= y I 1 POTABLE NON POTABLE MAIN---- - I F -- 8, 5 �� 2 Qu - A =____ _- °-- SSMH Al (EX) © CROSSING REFER TO WATER NOTE 2 DRAWN BY: SEE COVER SHEET 1.0 -t.-----1w---_I---r_�.--w—--�--_I-�.-- 11 I 'P a 158° -SSMH A5 °s a° o \\\ I a- I P-OTAB L /NON-POTAB LE SERVICE w w w w w w w CROSSING. REFER TO WATER NOT E 3�ry o• SSMH A8 w I 7 s SEECOVER SHEET1.0 ____j s PVC 00.45% s - - - - - - - - _ w s 7I 155 8 PVC 00.57% 5 s s s SSMH A °'SSMH A9 E PUBLISHER (PRIVA TE) s s SSMH A3 _- --- -------- ----- ----------------------------------- PVC 0 .4 % SSMH A6 J-8" P ° I 8» PVC ®0.45% i I 1 -_______ o i i i 9 I " I e ° 1 0 \ P ---- � 1 8 1 PVC ®;0.4�% � � i I I t o % \� s °� � �--° ' i I ° I °4 - --------° -- -a------- -- -- / o p ------------s- _ o o I�® -----$---- PVC 60.45% SSMH A�4 D I ♦ I� � ♦ _ I ♦ i i i I i r I ♦ , i i W Q S 55 - N u I E W i I o O I E R - �� p�ooUll! 9 [�8» PVC ®0.45% I SEE SHEET 5 B �' i I 30 0 15 30 60 W o 4 0:: z SCALE IN FEET 1"=30' W 269 2691 1 W LL Z 0 w w w 268 _ o w 2688 00 �, z- w °° °° 2 °° N °�° ^ 3- a, ao r 3 cn 00 0o ao cD ao L.L Z Np0 OLO 00LO 00 o- 0Oj I O � Mccoo O � co 00 cD O � 00 � 1006 (o OtoN cD O N Oc4D O � � � � � co c�Dco N N I� co . M I� O ifj O M N N cD N X O N In l� OO LO .. N � � O cfl cD cD cD Q N 00 N H 268 . cD -dr +� i =) OOZE N �(j Iri N Qr�i� cD cD = � N - o =M ryo woa, Ki 2685 C OOcD co — om N — O corm c cD <ZO00 + cD 0 � co O0pO ON .. .. QO00N N +(DZ XL0 — Qom >> � Q • >> QO00N Q 00N NF- I- N — Z Z •• .. O H — > ZZ 2H � � Z Z m Z+ zZ (! Ill Qg ;5 - 2NN� _04 0 N > FINAL GRAE � � � ?» — 0 (N (nofZ Zz - - - _ — _ Z 268 - - - - — — — _ 12 C-900 EXISTING GRADE STORM DRAIN 12" C 900 W 12" C-9 0 12" C- 00 GRAVITY IRRIGATION i II O 267IF,,,"-STORM RAIN STORM DRAIN 2679 � W " WATER MAIN R I I W U 8 W I I o 267 � � 2676 N II Q OLO II p1 II 267 0) Ld W 2673 z Z + = II 0) U) I I 0� 0 F- U I I VI 267 I I 2670 V Q 38 LF 8" PVC 00.45% 42 LF C-C) I I W II n/ 231 LF " PVC 00.45% I I 2667 LLL 2667 I I W 94 LF 8" PVC 0.45% I I � /'� Q 98 LF C- 74 F 8" PVC 0).45% 83 I I V I 78 LF C-C LF PVC ®0.4 % I I 8 LF C-C _ 103 LF 8" PVC p, I I DATE: dccwLf- 05 LF C- )--------- - PROJECT: 266 " 0 2664 10-13-2023 (24 LF C C) \_44 LF 8" PVC 00.45% _ - --------- -- ------- ---------- _ I I SEWER LINE A PROFILE (4 LF C-C) 30 LF 8" PVC 00.57% STA.' 3+05.46 U C2021-027 HOR: 1 "=30' 32 LF C-C) IW- 2663.61 SHEET VER: 1 "=3' 26160 20 9+90 9+60 9+30 9+00 8+70 8+40 8+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 +5 661 1