Loading...
HomeMy WebLinkAboutSS.4_SEWER LINE C - STA 1+00 TO 4+54.11 - - - - - - - - - - - - - - - - - - - - / ew - - - - - - - - - - - J _ Keyed NotesBIN � -8W 8W 8W 8W 8W 8W 8W BW 8W 8W 8W BW 8W BW 8W 8W BW 8W 8W eW ow BW eW-tea-BW Rim 2576.47' / iv 2565.77' SS MH Rim 2576.47' 1. MAINTAIN 18" OF VERTICAL SEPARATION BETWEEN WATER LINE - nv 2565.-72' - - - - - - N �Ino�2567-94' - - - - - - - - 9 AND NON-POTABLE LINE. SEE WATER NOTES 2 & 3 ON SHEET C1.1 -8S 8S SS SS 8S 8S 8S W I8" Inv 2566.86' AND DETAIL 1/SS.1. J S 2. CLEANOUT PER ISPWC SD-506A. 31.47 LF 4"@ 10.07% - - : _ :.:..... - o- - II- _ _ ----- -- J 6D 6 J 6SD D F� :...:.... _ - - - - J-...-....... (� a o c.. g ;''' 27-2 _a,28-2 0 ?9-2 ire o ... 33-2 .... I _ r� o -=-m o - N_ 30-2 3-+2 3� ............ w - 25-2 N z r; °O : ,�; °; _ M ' I a; n� ' � I 1. SEWER MANHOLES SHALL BE 48" DIAMETER ECCENTRIC STANDARD 7 o N:72 N LL z '� - - N v Z c I N et z N Z v N Z v N Z 7216.0622 N N J Z- N o N ' " ; �' LL �+ LL - LL - I MANHOLE TYPE A PER THE ISPWC STANDARD DRAWING SD-501.3-2 a s E N ' T E-2450845.8278- - - I a _ o N w I I N ��N` ui 25�$" roi N -* w v J ui r> J N� I I N INSTALL MANHOLE FRAME AND COVER PER ISPWC SD-507 AND o ° N N N N V a / N N 'tt l++M N V v...• + N N - m 00 N + w W c 41E: � ryN - ti I I - O N p . + °° + C L i ....................... 4"IE:2572.99 W 2570.92 .n e W " cc _ �i C U v M N U� v v c°Oa dU v I I - _ _ - M N MANHOLE COVER PER ISPWC STANDARD DRAWING SD 508 y \ 4 IE:2571.62 4' IE.2571.80 4 IE:2572.01 4"IE 2572.17 4" ................... \ FG:.2578.12 FG:2578.30 FG:2578.51 FG.2572.17 FG:2572.31 I 2. INSTALL STANDARD SEWER SERVICE "TYPE-D" PER ISPWC SD-511. 5� 1 FG:2577.42 - I 24-2 C' - 1_ INSTALL STANDARD SERVICE MARKER PER ISPWC STANDARD ..`: `. :• ' o 1 ,�. DRAWING SD-512. ALL SEWER SERVICES SHALL BE 4" OR 6" PVC U �- 20.84 OF 8 SDR 35 PVC @ 0.620-% / ° • • 8w ` •• 8w 8w 1 4"IE:2571.41 m �-8W 8W-- 8W 8W d 150°c2+00 FG:2577.91 1 1 c-o z=26-2 4+50.21 SDR 35, D-3034 AS NOTED. SEWER SERVICES WITH LESS THAN N:727187.9303 / ::.• +O�j' 1 1 1 L b 18-INCHES OF VERTICAL CLEARANCE FROM POTABLE WATER SHALL Q N o \ E:2450844.5425 --�-8S:... 85� 8S� RS �S 8g USE C-900 PVC WATER CLASS PIPE. " NIt ® 4"IE:2573.11 �� 12SD o SEWER LINE C;n 256.26'OF 8"SDR 35 PVC @ 0.717% - W, DIRECTOR LN. PRIVATE - SSMH-11 ., �' RAVITY EWER MAIN HALL BE PV DR A TM D 4 PER � N \ 23-2 I SSMH-10 � - - - - - 1 3 8 G S S C S 35, S 303 IL m o= o rwa�o� m \ `� THE CITY OF MERIDIAN STANDARDS. 18.66 LF 4"@ 18.9% aai \ 2S� o a 1 \ \. 4. SEWER STATIONING IS BASED ON THE SEWER CENTERLINE. SSMH-9 I I 8'.. I W I I \ �' 5. CONTRACTOR IS RESPONSIBLE FOR INSTALLING SEWER SERVICES 1+47.23,18.00'L '. 10 I \\ a\ 5-FEET BEYOND JOINT TRENCH SEWER EASEMENT. ' 43-2 42-2 18.00 LF 4" ;. MIN. h I � 41-2 " '440,-2 39-2>_ �w 38-2 37-2 36-2 35 \ I 1 Z2@2%MIN. 1 30.00'CIRTI'I7 1,OFMERIDIAN I I U 20.00' TY ) 6. SEWER SERVICE STATIONING, OFFSETS, LENGTHS AND INVERT I 4"IE:2573.11 I 1 w CI OF MERIDIAN ELEVATIONS ARE IN REFERENCE TO THE END OF THE PIPE ON THE 1 --- -• WATER EASE. 1 I �' '•.. Z. a WATER EASE. LOT. INTERMEDIATE SEWER SERVICE PIPE INVERT ELEVATIONS co°: 11.00, 1 - --4"IE:2570.67- I �_ J I M .. I I 1 ARE PROVIDED AT THE 10-FOOT PUID EASEMENT. + i FG:2577.17 1 --- CONTACT DICLINE '. 7 AND METER TILE LID TO MATCH • ...... ......... � °� � 48-HOURS 1 61.14 OF 8"SDR 35 PVC @ 2.617%' FINISHED GRADE AND SLOPE. BEFORE DIGGING., . .., . .. r� � • •••"'••••• ADDITIONAL FITTINGS MAY BE REQUIRED FROM THOSE SHOWN1-800-342-1585 ... . .. .... . .... aW °�°' 8W aw w w 8 "••..".'.'� ��������� THE PLANS - IT IS THE CONTRACTOR'S RESPONSIBILITY TO 0�4 900 .................. ... ... . ... ....... W 8 8W 8W 8W �•... ..................... S c ................... "" W. MALBAR ST. DETERMINE ALL NECESSARY FITTINGS REQUIRED TO CONSTRUCT -as ---------- ................... .................................. THE PROJECT AND INCLUDE ALL WORK AND MATERIALS IN THE ""'.2577..... . SEWER LINE A .......................... . a - PROJECT BID - NO SEPARATE PAYMENT SHALL BE MADE. SSMH-4 •.......257g.......... a 9. •............ CONTRACTOR SHALL ASSESS THE PROJECT SCOPE OF WORK AND Lu - q INCLUDE ALL WORK :. ;• .......... " ; O © ..: . ,_ O' ;' (INCLUDING FACE RESTORATION).................... ...,••"• •:• •. ING SURFACE RESTOR N T_ _ _ _ .. (INC N) I HE BID. J a ..... ................................. I I - - - .............. ... ....... ................ .. - - 10. PROVIDE ALL TEMPORARY IRRIGATION DITCHES AND PIPES AS Z • .............. .L.._.._..-u....._........--------------J ....................••'••••....., REQUIRED TO COMPLETE THE NEW IMPROVEMENTS ALL EXISTING LLI 00 I I I I DITCHES SHALL HAVE TEMPORARY REROUTING PROVISIONS SUCH U) U) Z I I I THAT THE FLOW OF IRRIGATION WATER, AND DRAINAGE OF = > Q SURFACE WATER ACROSS THE SITE REMAIN UNINTERRUPTED 0- 0 0 I L`310b''. THROUGHOUT THE DURATION OF CONSTRUCTION. < Z) w 8-1 I 1 9 Ll 1 I 10-1 1 11-1 1 12-1 1 I 11. RETAIN & PROTECT ALL EXISTING UNDERGROUND UTILITIES - I I I 13-1 14-1 1 15-1 PROVIDE TEMPORARY SHORING AND SUPPORT AS NEEDED TO Q RETAIN AND PROTECT WITHOUT DISRUPTION - NO SEPARATE C� PAYMENT SHALL BE MADE. < w Q U N w w SEWER LINE C - STA 1+00 TO 4+50.21 o z ° �S Gi 0 60 FEET TONAL O� �G�STE Fo "CO 3 7-5-23 �o �TF \QP +80 1+00 2+00 3+00 4+00 4+8 do OF 2588 2588 ss K ER\��5� • . . • 0 0) • (6 (. W0 .. .. .. . • . . . 2584 M 2584 Q co " - w L,Z V CD o °° N O CD (D CO N Z co N " 0 O to N N � = O H CO O) � � O W _ N Z Z O c °n a) en N FINISHED GRADE @ PIPE CIL y l 00 � co ww w O °nu') w 1 N + _ - - O CR N N � o~ � 2580 cnt 0000 � = �Nzz 0 - 2580 ow M � LO w g o N N 00 � � as O a< = om Z U N ol 1 gF �m op ga 2576 SSMH-10 2576 03 1+89.96,0.00 APPROXIMATE EXISTING Z W 0 .Z w� RIM: 2577.05 GRADE @ PIPE CIL g �L O oz 8"IE IN: 2569.49(E) w w O 4" IE IN: 2569.82(NW) �� 8"IE OUT: 2569.39(SW) D O 8„W �U JW M aLL o 2572 $.W D 2572 r N 12" ID N O 256.26'OF 8"SDR 35 PVC @ 0 717% O w � o N rK 1 w3 o 3 u O O y Y o3 2568 2568 ~ Z 0d 20.84'0 8"SDR 35 PVC @ 0.6 0% O M 61.14'OF "SDR 35 PVC @2.617 ° + Z O Q - L � w O H a mz �° 1 0 0 0 } 5 5 W YNvca t� Of � N W IL 0- o O W N z JOB NUMBER: 1 HORIZONTALSCALE:1"=3)' I DB2355 m VERTICAL S CALE: 1"=3' DATE: 6-9-23 2560 2560 W SHEET NUMBER: 0+80 1+00 2+00 3+00 4+00 4+80 19 w W SSA 1 o