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Home My WebLink AboutCC - Utility Plan UTILITY NOTES: A. FOR CITY OF MERIDIAN STANDARD NOTES SEE COO. B. FOR GENERAL NOTES SEE COO. N C. UTILITY TRENCHING AND BACKFILLING SHALL BE IN ACCORDANCE WITH THE SOILS N` o REPORT AND LOCAL REQUIREMENTS, AND SHALL COMPLY WITH ALL LOCAL, STATE, P� EPA EP EPA EP AND NATIONAL SAFETY STANDARDS. EP EPA E EPA � EPA EPA D. EXISTING UTILITIES ARE SHOWN APPROXIMATELY AND FOR GENERAL INFORMATION d v7 EP E EPA EP EPA Epp EP PURPOSES ONLY. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL ' IRR I -- IRR IRR IRO -- - - -_ -- -_ �IR EP __ __ __ __ __ __ -_ _- -_ EXISTING UTILITIES. `� IRR IRR IRR IRR IRR IRR - IRR IRR I E3 IRR IRR IRR IRR IRR IRR -�-I E. WATER LINES SHALL BE INSTALLED WITH AT LEAST 48 COVER. -- -- -- -- -- - - -- -- -- - -- -- - -- -- -- -- -- - - F. PLACE THRUST BLOCKS AT EACH ANGLED FITTING, TEE, CROSS, REDUCER, CAP, w W } W 19 PLUG AND VALVE IN ACCORDANCE WITH ISPWC STANDARD DRAWING SD-403. Z o m �, } �F U W G. MAINTAIN 24" MINIMUM HORIZONTAL SEPARATION BETWEEN TAPS. `°" �w 2__'o z I Qaa1r_fo- I wzpw �N - o� o ii H. BOTH DOMESTIC AND FIRE SERVICE LINES REQUIRE A BACKFLOW PREVENTION DEVICE � _ o o a W 2 AT THE POINT OF ENTRY TO ANY BUILDING PLUMBING AND FIRE PROTECTION PLANS o o z w o a _ ° 1 - !; I SHALL PROVIDE INFORMATION ON SPECIFIC DEVICE. N �w w=Z=o a g w = 11.00t IE _� u x �aW�QoW � o0 I _ DESIGN A C UNTS FOR TAIL F I. WATER VALVES BLOW-OFFS, CLEANOUTS AND MANHOLES SHALL BE PLACED SO AS 1 � �=w_c� 1oa N FF=17.00 �� 25 565 S F HEAVY COMM CIA AR TO NOT CONFLICT WITH ANY CURB GUTTER SIDEWALK OR OTHER REQUIRED ; � o Z_w LL �o w ' I ° ° ° v z��U�a�w I 42f LFOS N J CONTRIB I G TO THIS TRAP IMPROVEMENTS. � �a w W W=a fn cn O M Z�r�oorz� 48f LF 8" HDPE ii LLJ J. SEWER MAIN CONSTRUCTION SHALL CONFORM TO THE CURRENT EDITION OF THE Q o N Q w w o o X o v� -_= , a \ C� S=0.5% �'�/ M I CITY OF MERIDIAN STANDARDS AND THE ISPWC. w z o w w r z M o 0 o cn I i 16t LF 8 HDPE a L.` `. , U, w Q a U) 1 W LL z w>O=-w-w= o - O w-w.a>COO v7 I S=0.5% d o o = =w===zo�w to I I u Q K. ALL SANITARY SEWER MANHOLES SHALL BE 48 DIAMETER AND PER ISPWC SD-501. ti N m a r o r o a a a o SD u I L. COORDINATE WITH OTHER DISCIPLINES FOR CONDUIT LOCATIONS. O w o 00 00 o W CO U 1 li " 29f LF 8" HDPE � I I 15.10 GRATE II N �� ® S=0.5% „ - I I 15.20 RIM I 13 I 00 c� 110f LF 8 HDPE I I ~ \ ® Nv ® S=0.5% 14 I N I 12.05 IE IN U- $ 1 J cn co v) \ I v I 11.95 IE OUTU. I Qr 0 w o 13 13 1 I i� Q o 00 i> \ `\ SD SD SD ,ll_, I I SEEPAGE BED 1 E I � O 30f LF 8 HDPE >, -� 1 �I1 ' \ ® S=0.5% 41 f LF 8 HDPE 16 I 20t LF 8 HDPE 1 ® SHEET NOTES: m SS @ S=0.5% 16 16.00 RIM @ S=0.5% n a ILL LIP:15.00 LIP:14.50 16.09 RIM I CNN 9 �°i GRATE:14.94 N 12.07 IE IN0INVERT:12.77 17 v GRATE-14.44 11.97 IE OUT ii 4 11 f LF 5 11 4 i 1. POTABLE AND NON-POTABLE MAIN/SERVICE OR SERVICE/SERVICE CROSSING PER M SS INVERT:12.27 4 ii -- O CITY OF MERIDIAN WATER NOTES #2 & #3. I� cA 11 11 t LF 05 A ' 017t LF 17 ------------------ ----- --w- -___ ll - 11t LF O __ _ 2 8 C900 CLASS 150 PVC WATERIN TYPICAL UNLESS OTHERWISE NOTED I 111 _ _____ _______ _-_--- ----- ---- -- -- ---- -----_--- ------- ---- LINE, TY Th ICI c� S ` 2016f LF W W 1y W W W W N W W W W W N W W W W W 7 3. FIRE HYDRANT WITH 6" C-900 LATERAL PER CITY OF MERIDIAN STANDARD o 1+00 O258f LF 1 2+00 1 1�0_ 2 253t L 4+00 1 180° 5+00 DRAWING W8. INSTALL 8"x8"x6" TEE, 6" GATE VALVE, THRUST BLOCK. INSTALL [�] oN • SS-+-SS SS O 5+85 15 8" GATE VALVE AND THRUST BLOCK ON MAIN LINE. 8 SS SS�--SS SS SS SS SS f-SS f- I 1 SS SS SS SS • SS�-SS SS�-SS� 15(0 SSMH 1 1 ---------------- --_ ------------------------- -- ---- r__ -- SSMH 2 4. 2 WATER SERVICE CONNECTION PER CITY OF MERIDIAN STANDARD DRAWING W4. - r---------- --- COORDINATE EXACT LOCATION OF BUILDING CONNECTION WITH PLUMBING, IF FOR N 4 18 N FUTURE USE EXTEND MIN 5' BEYOND PAVING. \ `\ 12 - 10 3 18 GRATE:15.47 4 I INVERT:12.97 1 5. 6" FIRE SERVICE STUB. INSTALL/TEST/FLUSH PER NFPA 24, MIN 5' COVER. INSTALL 8" MJ x 8" MJ x 6" FLG TEE, AND 6" FLG X MJ GATE VALVE. INSTALL GRATE:15.01 48f LF 8" HDPE 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWING W12 AT N INVERT:12.84 I TERMINATION. COORDINATE EXACT LOCATION OF BUILDING CONNECTION WITH N 3 28t LF 8" HDPE S.0 S=0.5% N 3 1 PLUMBING, IF FOR FUTURE USE EXTEND MIN 5 BEYOND PAVING. S=0.5% - -- - 13 3 S` 0 16 15.83 RIM 5f LF 8" HDPE I 6. (1) 8" 11.25' ELL AND (1) THRUST BLOCK. �_ 15.85 RIM SEEPAGE BED 2 ® S=0.5% I 16 1 h� 7 SD SD SD SD SD r® ® I 7. 2" BLOWOFF ASSEMBLY PER CITY OF MERIDIAN STANDARD DRAWING W12. \ � N 3 �t-12.70 IE IN 12.70 IE IN-I-r--- - cn 3 3 12.60 IE OUT _______________12.60 IE OUT 11 N r I 8. REMOVE EXISTING BLOWOFF AND CONNECT TO EXTEND MAIN. ==16t LF 8" H PE __- 16t LF 8" HDPE '' ® S=0.5% 9. EXISTING FIRE HYDRANT TO REMAIN AND BE PROTECTED. m 92 LF @ S=0.5% \\ 13 13 92f LF 5 I 10. 30' WIDE PUBLIC UTILITY EASEMENT. A DESIGN ACCOUNTS FOR FUTURE DESIGN ACCOUNTS FOR FUTURE 1 11. 6" SANITARY SEWER SERVICE PER ISPWC SD-511, 2.00% SLOPE MIN. TYPE 1 ~ b BEDDING WITH CLASS A-1 BEDDING SYSTEM AS DEFINED IN THE ISPWC. ALL 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 h�l s I PER CITY OF MERIDIAN STANDARD DRAWING SW3. COORDINATE EXACT LOCATION OF BUILDING CONNECTION WITH PLUMBING, IF FOR FUTURE USE EXTEND MIN 5' BEYOND PAVING. �T UTILITY PLAN I� 12. REMOVE EXISTING 'T'-TYPE CLEANOUT AND EXTEND MAIN AT SAME SLOPE AS NORTH SCALE: 1' = 30' EXISTING STUB. 0 15 30 60 90 120 13. CLEAN OUT PER ISPWC SD-506. SCALE IN FEET 14. CLEAN OUT PER ISPWC SD-506A. 15. 'T'-TYPE CLEANOUT PER CITY OF MERIDIAN STANDARD DRAWINGS S1. Z 16. 1000 GALLON SAND AND GREASE TRAP WITH 20" BAFFLE SPACING PER ISPWC 0+00 110 2+00 3+00 4+00 5+00 6+00 SD-624. GRATED LID WHERE SHOWN. 262 2620 a N 17. INLET CATCH BASIN TYPE I PER THE ACHD SUPPLEMENT TO THE ISPWC SD-601. 18. INLET CATCH BASIN TYPE III PER THE ACHD SUPPLEMENT TO THE ISPWC SD-603. RECORD DOCUMENTS These Record Documents have 19. APPROXIMATE LOCATION OF SECONDARY IRRIGATION CONNECTION, RE: IRRIGATION been prepared based on P P DRAWING FOR BACKFLOW. information provided by the Contractor. CSHQA and the \-EXISTING GRADE ! Professional Engineer have not - - - - - - - - - - - - - - - verified the accuracy of this information and shall not be 261 �.._ _.._..�._ . . ......._ ......... ........ ......... ............... _ :. .._ _ .. _ .._ _ .._ . .. _ .._ _ .. _ _ .._ _ .. _ _ 2615 FINISHED GRADE responsible for any errors or SEEPAGE BEDS omissions which may be incorporated herein as a result. ALL BEDS CONSTRUCTED PER ACHD BMP 20 ......... ......... ............... _ PROJECT DATE STA:4+51.30 SSMH 2 SEEPAGE LENGTH WIDTH ROCK DEPTH BOTTOM SEASONAL 20019.0 05-19-20 STA:4+77.85 BED OF ROCK HIGH GW L__STA:2+64.55 6" FIRE SERVICE LINE RIM:261�1- 16.37 (�) (�) (�) DRAWN CHECKED STA:2+47.30� 2" DOMESTIC !SERVICE LINE' SSMH 1 6 FIRE SERVICE LINE STA:4+68.55 INV IN:2664 8" PVC 04.90 1 66 20 6.5 7.5 4.0 JTW JTW 261 STA.0+77.85 _ _ .._ _ _ ..... 2" DOMESTIC..SERVICE LINE INV OUT:26$�$� 8" PVC. .04..78 2610 RIM:261�7 14.75 2 133 22 6.5 7.4 4.0 REVISED INV IN:2693.16 8" PVC 03.23 RECORD DRAWINGS INV OUT:26$3.e6 8" PVC 03.11 -- - -- - - -- - -- -- -- - ......... ......................... ......................... ........................ ......... ......... ......... ...... _ _ _ .. ..._._ . .._ _ _ .._ ._._ STA:4+44.40 04.82 6" IE:269�7 STA:3+02.50 STA:4+39.90 0.45% SHEET TITLE STA:2+35.10 04.80 6" IE:2 STA:0+56.93 �� 6' IE:2604.27 �t of 8' PVC @�% 260 - 8" IE EXIST:2602.97 -- -- -- - -- -- - -- - - -- 6--IE:26fl3 �9 -- -- - - - - - 2605 UTILITY STA:1+60:60- 04.00 108 STA:5+85.28 6" 1E:2693:fr8 -4g�f of 8" PVC @ 8" IE:2605.39 PLAN 03.72 401 0.39% 57't of 8 PVC Q 0.42% 21't Of 8" PVC Q o 0.67% 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 2SSPROFILE ORIGINAL SHEET SIZE SCALE: 1'=30' HORIZ, 1'=3' VERTICAL 24" x 36"