The URL can be used to link to this page

Home My WebLink AboutCC - C60 Utility Plan UTILITY NOTES: --- --- --- --- --- --- --- --- --- --- --_ A. FOR CITY OF MERIDIAN STANDARD NOTES SEE COO. --- --- --- --- --- --- --- --- --- --- --- �j Q Nti��dQ. B. FOR GENERAL NOTES SEE COO. Z o C. UTILITY TRENCHING AND BACKFILLING SHALL BE IN ACCORDANCE WITH THE SOILS REPORT AND LOCAL REQUIREMENTS, AND SHALL COMPLY WITH ALL LOCAL, STATE, EPA EP EP Epp EP AND NATIONAL SAFETY STANDARDS. yQ d -EPA EP EP- O EPA EP- EP EPA EP____ EPA EP D. EXISTING UTILITIES ARE SHOWN APPROXIMATELY AND FOR GENERAL INFORMATION EP EPA PURPOSES HE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL IR -- -- -- -- -- - - -- -- -- - - -- - - -- �IR -- - - -- -- IRR I -- IRR IRR `� IRR -- -- -- -- -- -- - EXISTING UTILITIES. - ' IRR IRR IRR IRR IRR IRR IRR - IRR IRR I E3 IRR IRR IRR IRR IRR IRR -�- E. WATER LINES SHALL BE INSTALLED WITH AT LEAST 48" COVER. -- -- -- -- -- - _ _- -- - - - -- -- v' ; 1 - -- -- -- -- -- -- -- -- F. PLACE THRUST BLOCKS AT EACH ANGLED FITTING, TEE, CROSS, REDUCER, CAP, LL } W 19 PLUG AND VALVE IN ACCORDANCE WITH ISPWC STANDARD DRAWING SD-403. Z ° m �, I 2�UwcWi�WFO 00 I G. MAINTAIN 24" MINIMUM HORIZONTAL SEPARATION BETWEEN TAPS. `°"ID wz W R__-o z I �° Z$a~°�o�o � I � QaWZoWW�o I H. BOTH DOMESTIC AND FIRE SERVICE LINES REQUIRE A BACKFLOW PREVENTION DEVICE � 1 ° ° 14 AT THE POINT OF ENTRY TO ANY BUILDING, PLUMBING AND FIRE PROTECTION PLANS o a W o Q a-o 0 - ---- !; SHALL PROVIDE INFORMATION ON SPECIFIC DEVICE. X W=W Z o o 11.00t IE Q U w K W O z'-~w DEIGN A C UNTS FOR TA F I. WATER VALVES BLOW-OFFS CLEANOUTS AND MANHOLES SHALL BE PLACED SO AS x a W�,a o W LI rA co w=W-�, wog N FF=17.00 25 565 F HEAVY COMM CIA AR TO NOT CONFLICT WITH ANY CURB GUTTER SIDEWALK OR OTHER REQUIRED �; w `�Z W"� W J I 142f LF 5 I , , d w Qzz¢WZa¢LL 1 O u CONTRIB I G TO THIS TRAP IMPROVEMENTS. 8 W W W%W=m u) F " = 00 Z¢U¢Z�0w~ r-- --� 48f LF 8 HDPE L,� ui o Q o W>Q Z _ o I J. SEWER MAIN CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE ao o N __<o�, @ S=0.5% � � �'�/ CITY OF MERIDIAN STANDARDS AND THE ISPWC. w LLi o> Z o o cn \ i i 16f LF 8 HDPE a L.L � 1 U, W a a m ui z W�==-W-w= o - = w�wU�'rOpU N I I @ S=0.5% p Q I �^ m a K. ALL SANITARY SEWER MANHOLES SHALL BE 48 DIAMETER AND PER ISPWC SD-501. 6 SD �• II i L. COORDINATE WITH OTHER DISCIPLINES FOR CONDUIT LOCATIONS. O Lu o "j o N 00 II 29f LF 8" HDPE I I n Q LLl 1` 00 CU N �� @ S=0.5% i i 15.10 GRATE cf) ® ` 110f LF 8" HDPE i 15.20 RIM 13 I � ao @ S=0.5% 14 I CA $ I J cn 12.05 IE IN co \ v 1 11.95 IE OUT U. I Qr p � 00c� o- Q 1 I Q \ \ 13 SD SD SD _ Y 1 SEEPAGE BED 1 E � O 30t LF 8 HDPE 41t LF 8" HDPE 16 1__ 20f LF 8" HDPE i `I1CISu s @ S=0.5% ® SHEET NOTES: s, @ S=0.5% 16 16.00 RIM"' @ S=0.5% ii a o (D m � o ILIP:15.00 � LIP:14.50 N 16.09 RIM I�-� ` 9 Qi GRATE:14.94 17 v GRATE:14.44 12.07 IE IN 3 I O ` INVERT:12. 11.97 IE OUT a 11 4 1. POTABLE AND NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE CROSSING PER c) 77 INVERT:12.27 4 II 4 11t LF 5 3 I CITY OF MERIDIAN WATER NOTES #2 & #3. ICI (.0 L2 17f LF N 11 11f LF Q -� 11t LF O5 2 8" C900 CLASS 150 PVC WATER LINE, PI UNLESS OTHERWISE NOTED. M 17 --------------- �n--- ---------- --------II -- O _- ---- _------ ---- ______- _-__ ----- ---- ------- ` ` 2O16f LF W W WT-yy yy yy yy w yy IN yy w Wy W W W W W W 7 3. FIRE HYDRANT WITH 6" C-900 LATERAL PER CITY OF MERIDIAN STANDARD o \ O 6 1+00O258f LF 1 2+00 1 1 3+ 02 2O253t LFJ 1 1 180° DRAWING W8. INSTALL 8"x8"x6" TEE, 6" GATE VALVE, THRUST BLOCK. INSTALL r-, 04 4+00 8 5+00 5+85 15 8 GATE VALVE AND THRUST BLOCK ON MAIN LINE. ham) ` G' 8 SS i-SS SS SS SS-f-SS SS SS SS SS�--SS SS- _SS SS • SS�-SS SS�-SS SSMH 10 --- ___ __- ---___- ---- _________ �_ SSMH 2 4. 2 WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W4. ---------------- -- -- --------- ------------------- -- COORDINATE EXACTLOCATION UIL ING CONNECTION WITH PLUMBING, IF FOR N 12 10 3 -- 4 18 En4 I FUTURE USE EXTEND MIN 5' BEYOND PAVING. ' 18 GRATEINVERT: , 5. 6 FIRE SERVICE STUB. INSTALL/TEST/FLUSH PER NFPA 24, MIN 5 COVER. � S � INVERT:12.97 N GRATE:15.01 L 8 HDPE INSTALL 8" MJ x 8" MJ x 6" FLG TEE, AND 6" FLG X MJ GATE VALVE. ` 00 48f F I INSTALL 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWING \ N INVERT:12.84 @ S=0.5% N I W12 AT TERMINATION. COORDINATE EXACT LOCATION OF BUILDING CONNECTION 3 28t LF 8" HDPE S`Q 3Lu I WITH PLUMBING, IF FOR FUTURE USE EXTEND MIN 5' BEYOND PAVING. @ S=0.5% 13 15.83 RIM 5f LF 8" HDPE 6. (1) 8" 11.25° ELL AND (1) THRUST BLOCK. s SEEPAGE BED 2 I 16 „�-15.85 RIM @ S=0.5% 1 I h+� \ 11 N SD SD SD SD SD r® ®; I 7. 2 BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWING W12. 3 �t-12.70 IE IN 12.70 IE 10 F-t-L-J1 J cn 3 12.60 IE_OUT------------------- _12.60 IE__OUT 1 11 I 8. REMOVE EXISTING BLOWOFF AND CONNECT TO EXTEND MAIN. 16t LF 8" HDPE 16f LF " HYPE i 9. EXISTING FIRE HYDRANT TO REMAIN AND BE PROTECTED. @ S=0.5% � m- 13 13 92f LF 5 I 10. 30' WIDE PUBLIC UTILITY EASEMENT. h�l DESIGN ACCOUNTS FOR FUTURE DE MN AMOUNTS FOR FUTURE i 11. 6" SANITARY SEWER SERVICE PER ISPWC SD-511, 2.00% SLOPE MIN. TYPE 1 ICI y BEDDING WITH CLASS A-1 BEDDING SYSTEM AS DEFINED IN THE ISPWC. ALL \ CONTRIBUTING TO THIS TRAP CONTRIBUTING TO THIS TRAP SEWER TRENCHES SHALL BE BACKFILLED IN ACCORDANCE WITH THE TYPE A-1 BACKFILL SPECIFICATIONS OF THE ISPWC. INSTALL STANDARD SERVICE MARKER s N I PER CITY OF MERIDIAN STANDARD DRAWING SW3. COORDINATE EXACT LOCATION (...� ` \ \ C 1 1 T i I M C i OF BUILDING CONNECTION WITH PLUMBING, IF FOR FUTURE USE EXTEND MIN 5' ' BEYOND PAVING. UTILITYPLAN 12. REMOVE EXISTING 'T'-TYPE CLEANOUT AND EXTEND MAIN AT SAME SLOPE AS M NORTH SCALE: 1' = 30' EXISTING STUB. 13. CLEAN OUT PER ISPWC SD-506. 0 15 30 60 90 120 SCALE IN FEET 14. CLEAN OUT PER ISPWC SD-506A. 15. 'T'-TYPE CLEANOUT PER CITY OF MERIDIAN STANDARD DRAWINGS S1. 16. 1000 GALLON SAND AND GREASE TRAP WITH 20t BAFFLE SPACING PER ISPWC 0+00 110 SD-624. GRATED LID WHERE SHOWN. 2100 3�00 4�00 5�00 6 00 262 1 2620 17. INLET CATCH BASIN TYPE I PER THE ACHD SUPPLEMENT TO THE ISPWC SD-601. N 18. INLET CATCH BASIN TYPE III PER THE ACHD SUPPLEMENT TO THE ISPWC SD-603. 19. APPROXIMATE LOCATION OF SECONDARY IRRIGATION CONNECTION, RE: IRRIGATION DRAWING FOR BACKFLOW. EXISTING GRADE 261 FINISHED GRADE 2615 SEEPAGE BEDS ALL BEDS CONSTRUCTED PER ACHD BMP 20 PROJECT DATE SSMH 2 20019.0 05-19-20 STA:4+51.30 SEEPAGE LENGTH WIDTH ROCK DEPTH BOTTOM SEASONAL STA:4+77.85 BED OF ROCK HIGH GW L�STA:2+64.55 6" FIRE SERVICE LINE RIM:2616.41 (�) (FT) (�) DRAWN CHECKED STA:2+47.30�SSMH 1 6" FIRE SERVICE LINE 2" DOMESTIC SERVICE LINE STA:4+68.55 INV IN:2604.95 8" PVC 1 66 20 6.5 7.5 4.0 JTW JTW 261 STA:0+77.85 2" DOMESTIC SERVICE LINE INV OUT:2604.85 8" PVC 2610 RIM:2614.77 2 133 22 6.5 7.4 4.0 REVISED INV IN:2603.16 8" PVC QLPE COMMENTS INV OUT:2603.06 8" PVC 2L JTW 02/15/21 CITY COMMENTS STA:4+44.40 3 JTW 02/23/21 6" IE:2604.87 STA:3+02.50 STA:4+39.90 SHEET TITLE STA:0+56.93 STA:2+35.10 6" IE:2604.27 6" IE:2604.85 107'f of 8" PVC @ 0.42% 260 8" IE EXIST:2602.97 STA:1+60.60 6 IE:2603.99 STA:5+85.28 2605 UTILITY 6" IE:2603.68 400't of 8" PVC @ 0.42 8" IE:2605.39 PLAN 57'f of 8" PVC @ 0.42% 21't of 8" PVC @ 0.42% SHEET 260 2600 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 C60 ss PROFILE ORIGINAL SHEET SIZE 2SCALE: 1'=30' HORIZ, 1'=3' VERTICAL 24" x 36"