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HomeMy WebLinkAboutSS.2_SEWER LINE A - STA 6+00 TO 10+84.68 \o / \\ SS MH Rim 2377.98' m4 - NW 8" Inv 25N3.44' S 8" Inv 2563.22' \ - 34-2 Keyed Notes �___ -la------la-..----�-- ---- ---- , - 1 _ 27-2 D28-2 �6SD 29-2 6SD 30-2 s D _ ssD -- r" EX.8"SEWER" 1. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE -- - - - - - AND NON POTABLE LINE SEE WATER NOTES 2 & 3 ON SHEET C1 1 25-2 0 '' I 31 2 32- .. ..- ~"" 33-2 I o AND DETAIL 1/SS.1. . EX.8"WATER 1 I I Ln I _------------------ 2. T-TYPE CLEANOUT PER S1. - - I 2518 ... EXISTING 162.21 OF 8 SDR 35 PVC 0.345% I I L..................... ..... I o lI ��/ e❑ yo:li_ Notes 8W 8W 8W 8W • IL '08W 18W CAF EX.CITY OF L p o • IN DIRECTOR LN. (PRIVATE) 26-2 °' - I 1. SEWER MANHOLES SHALL BE 48 DIAMETER ECCENTRIC STANDARD 8 •- o o 3 o ti 1 I MERIDIAN WATER& w 1 ....... 8s 8S 8s 8s 8s • I /I SEWER EASE. - - - - = MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD-501. _ >w 1zSD SEWERLINEC -� ��• I 7II I �� INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND ; No.o 123-2 i - 7 li �' j MANHOLE COVER PER ISPWC STANDARD DRAWING SD-508. c E o Td o 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511. o N =§13 2s/ INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD T 1 ---- I J J I J 8 f•.......... J I J J J J \ I I � - - - - - y a o N o ,, o 0 o M o N o I \ 1 R DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" OR 6" PVC Q N o N o ow J M z °4 v z c _ M ° - _ v - v - `r �' M \ \ I L / / SDR 35, D-3034 AS NOTED. SEWER SERVICES WITH LESS THAN = E� S U- _ Ln u- _ ,n LL _ M z ti M v z M 4'.. z_ ti M v _E d'2 M "v z �I 35-2 \ I m 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL o Cf J N N J N C�iN J ^2 N O J ^2 N J N O J N M u- 'n N L.L U-) I I Ojj - c�-i ¢ O c 01 W tD O W o O C W N O O o M p o l3 } 122-2 I °D u? N �'`L - I + Oho N aO N W I N u7 N W - M u7 N W u7 N W � N W U- W W m w 1 I I M aU III M U a ti M + � aa`` I "'} + /,�� - �` + / N + „ N I 0 LU USE C-900 PVC WATER CLASS PIPE. a r M V 00 M LJ 00 M V 00 M LJ - (A M m3 >_ Q Q I i LL, 3. 8' GRAVITY SEWER MAN SHALL BE PVC SDR 35, ASTM D3034 PER 1 ---- ---- - --J - 1 I �- l I I I c� _ __ __ I p ___ r -i _ :. I o Z W THE CITY OF MERIDIAN STANDARDS. 1 4"IE:2570.90 4"IE:2571.17 4"IE:2571.45 Rok- FG:2577.40 FG:2577.67 4"IE:2571.67 a"IE:2571.81 """"'" I ; I I o o w 4. SEWER STATIONING IS BASED ON THE SEWER CENTERLINE. ' S 3 . .,.... F SEWER SERVICES ' •. •'4"IE•2571 04 •• G I � a M � N •.�.' .• 4"IE: ' .: ....e 4"IE:2571.57•:..•. . 25 d u FG:2577.54 '•< H-6 ------ 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SE S 1 p'. FG:2577.81 FG:2578.07 "" " 'I'I -- -- - 5-FEET BEYOND JOINT TRENCH SEWER EASEMENT. I SM :....`.. ............ ' .f 1 8W W 8W.............. W W 8 W 8 8W 8W 8WJv�� O �0 3 B 2 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT Lu 1 F R °° 9� ......I...................... 1 1 1 1 1 1 1 0 1 1 SEWER LINE A.......... I C INE W / 1 _ ELEVATIONS <� I ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON THECONTACT DIGL 1 - I LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT = 1 ""'2577••... BEFOFE DIGGING cl) ...... VII. MALBAR ST. 310.06'OF 8"SDR 35 PVC @ 0.700% z ARE PROVIDED AT THE 10-FOOT PUID EASEMENT. 48-HOURS 1 SSMH-4 g 1 257g................ S I Fa _ -- W 1 - --- --- - � 7. ADJUST WATER METER VALVE AND METER TILE LID TO MATCH 1-800-342-1585 LJ.I © o �'� m FINISHED GRADE AND SLOPE. S cl) 1 4"IE:2569.83 ............................ .............4"IE:2570.08 ".:..- - _ "_ _ N: 727108.3204 8. ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN ON 4"IE:2570.36� 4' IE:2570.68 1 FG:2576.33 FG:2576.58 4"IE:2570.88" 4"IE:2571.17 LIJ 3 E: 2451299.8776 �.._.._..- _FG;2576.86 --- - _ _ _„ - -__-_ FG:2577.18 FG:2577.38 FG:2577.67 ....... �.••. •• I a m � 8"IE: 2563.02 __ THE PLANS IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT �� � � \ •' I I STA: 10+84.68, 0.00 M z z I N THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE � zN I Wv N I � ' N Z W 1 1 J ti U- ti N o LL M o z Z ~ Q m PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. U Cn o a 'n co u� J J n uL J M M o LL - of C . " ° 1 M Lf, N N M � C- N CO O \' Ln C6 Ln Lj Lq CO J r C FI 60.00 OF 8 SDR 35 PVC @ 0.413/o J Q 0 _ °' @� w N N 06 N w:'. M 'q N N `" Lo ' N M O N N I 9. CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND J = cl) M �_ c OR M v o M "' "' �'-' M M w L51� m - ALL EXISTING CONDITIONS PRIOR TO BID, AND INCLUDE ALL WORK a 11 1 10 1 I 11-1 I 12-1 I 13- 14 1 * 15-1 W (INCLUDING SURFACE RESTORATION) IN THE BID. LLI O 0 1 1 I I -0 m I 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS U Z EXISTING 95.21'OF 8"SDR 35 PVC @ 0.347% I j I I Z m I I REQUIRED TO COMPLETE THE NEW IMPROVEMENTS. ALL EXISTING = > Q DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH 0 0 1 I I I - THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF Q {`` I UNINTERRUPTED �I---------------1------ ------ ----- --------I---- - --- I I � � SURFACE WATER ACROSS THE SITE REMAIN UNINT U) SS MH Ri -I THROUGHOUT THE DURATION OF CONSTRUCTION. Q ---------�---------�----- -------------- ., In�� 6 I Q 1 - - - - - - - - - - - - - - - - - r, rp _ - '' �P - • - - - - - I - - - - _ _ 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - C� '•• S 8 In 62. 4 Id G�d d E.G. I .,�� I� -` Id ���` - -- -- - ral I I PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO Q w ,a E.G. L Id 6P1 16P1 � J Ur 1 E.c. - E.G. - RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE �z Q PAYMENT SHALL BE MADE. v TOP EG.�h-_ I E.G. E.G. W Lu TOP Z F--'.....�.--------- ---fl14&---�148-----�F48-----c,+49 --------"�•T.--�P------------------------------ -� ________ � � .................... ............ GI48 GI48 GI48 GI48 .................................. N SEWER LINE A STA 6+00 TO 10+84.68_ o��S�\\0 sA E FNG/�F �� o 0 30 60 FEET 7-5-23 �O 0 6+00 7+00 8+00 9+00 10+00 11+00 11+20 s K ER 2588 2588 • . . . . .. :0 .. .. .. . • . . . 2584 _ g N NW Z 2584 - N O C 00 H •ti CO N ti ti tD W Z CD 2 N C N to CND N iO lD � + W W N Lo N I- � � C~DCCOO N cn tA co tDcpNZz 0 O O tD N N N C W_ W W W m 1 �. U- Z Z = N G c - - Q FZO _ N - O f/) 00 00 00 0 cn - w w w FINISHED GRADE @ PIPE C/L �w N 2580 cn is 00 co co 2580 �o a< O = N 01 Z U 1 K H to O O --------------- ZQ 01 U� 03 2576 2576 w� APPROXIMATE EXISTING OLn �L O GRADE @ PIPE C/L O >- Z O10 'Y 1 12"SD 8" J M 2 0o aLL ,WO 2572 2572 � _ N J� O>w M Za + Ow N rK 1 O U� w0 10 L 0.700% �3 310. 6'OF8"S R35PVC@ a� O 03 Z 2568 2568 O M + � Oz � 60.79'OF8'SDR 35 PVC @0.410° Q > �� w O m z11� 1 / 2 W O N N 'A m 2564 2564 6 w ¢ c)--� z N Q O � W L� a O I 0- 0- o W N Z JOB NUMBER: 1 60.00'OF 8'SDR 35 PVC @ 0.4130 10+84.68J I D62355 m ORIZONTAL ')CALE:1"=3 ' 8"IE:2563.02 DATE: 6-9-23 VERTICAL E:ALE:1"=3' 2560 2560 SHEET NUMBER: 6+00 7+00 8+00 9+00 10+00 11+00 11+20 W SS.2 1