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HomeMy WebLinkAboutC5.1_Sewer and Water Plan ME oo � CONSTRUCT 25 LF 'tco KEYNOTES 8" WATER MAIN : ... . I _ Oct 11-1/4' BEND (MJ) I A;: 7LLco - - - NO —.. — w:CONSTRUCT 68 LF c O2 22-1/2' BEND (MJ) I I I `8" WATER MAIN I Z ~ O3 NOT USED. I I Z I SEWER LINE B ® '9 BEND (MJ) I I j SEE SHEET 5.2 � < "=+ 0 CONSTRUCT 97 LF a SEWER LINE B O5 8%8"x8" TEE (FLG) I I 899 WATER MAIN }. I < _ �� - / / SEE SHEET 5.2 = Z 2- 8" VALVES (MJxFLG) I a '•,� _ NOTE: 1- 8" ADAPTER (MJxFLG) I I• I . ' ••. I .' �/ 1` --I -- - W W U) .� ... r: •. .,. •, •• _ •,.. ri• ,•,, ice' ALL NEW WATER MAINS TO BE CONSTRUCTED WITH .; ,. ,,. . '"•: . ,s •, . . 6 8%8"x6" TEE (MJxMJxFLG) •' r-- -- -- - �. a _ CONSTRUCT 151 LF�•' �. I:':: , ,. . .. -� �, I T W w ANSI/AWWA C 900 POLYVINYL CHLORIDE (PVC) PER O CONSTRUCT 16 LF �.,. CONSTRUCT 55 LF Z w s" VALVE (MJxFLG) ,• I I y » - - 8 WATER MAIN- - CONSTRUCT 101 LF ,� ISPWC SECTION 401.2.2.A. . I 1 I I I I •� 8 WATER MAIN / 3 � CONST. 14 LF 6" WATER MAIN 8 WATER MAIN I -11 1 k NOTE: FIRE HYDRANT (PER MERIDIAN SD-W8) 1 1 _ F I I I 8 WATER MAIN / C� W �: � 1 � 1 II I I � I ` w co -- --t1—rt— Ji ----- -- L L _LPL— —L :i" ': .%..• •'!• ' / Q00 ----- 3 --- ---- - / H ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, r I 1 = 1 L J—.�— 5 ——— —— o CONSTRUCTED PER ISPWC SD-501. O7 8 x8 x6" TEE (MJxMJxFLG) CONSTRUCT 38 LF I 14 7_ ��� W SSMH A-5 W I - 6 I / �� ui w 6" VALVE (MJxFLG) 8" WATER MAIN I I 4 1 "' o� 9 W W w1 W w W W W w w W SSMH A-7 / 0) 0 THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED CONST. 17 LF 6" WATER MAIN I 2 w 1 " o W CHAIR S LIFT SLN g �° o SSMH A-s j o W CH AI R LIFT LN I o o w FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF FIRE HYDRANT (PER MERIDIAN SD-W8) 1 s s s s s $ s 1 s o I o 4 MANHOLE. w 1 S� 1 0 ®8 PV ®0.4 °o 2 - ' - 7� 8 PV ®1S8%sr—S Ste- s s Y ® NOT USED. CONSTRUCT 4 LF ®0,45°1 - 1 1�- I f° o ti I �--o o s���ti �® o� - ram— � $ o/ --- --- ---- - - - -I -------- I . 8" WATER MAIN \ " P — � 1� i I 'I , �;--� -;---�'—,�-—�—— — I r \\ I ————— i I I . . ...• . ..V .•. `•' • • •.� BENCH MARKS TBM s — I I I -- I - - --- � )NAL F a• � I I I I I I r--�--------- � S N O9 HOT TAP EXISTING 12" WATER MAIN. c� SSMH A-4 I :•. • ., : . ...«: . • .. . . 1 -- ------ -- -- --� I - -- -- -- -- ---�I O r �1 -- -- --- I — ®®® LOCATED IN FRANKLIN RD. SEE SHEET 5552.08 COORDINATE W CITY OF MERIDIAN PUBLIC i , - y • �• • • -- - L :.a J TBM # - - __ it j I WORKS DEPT. I o 1-8'x12" TAPPING SLEEVE. I , .' +` , ., '. -- -- z I I 09/01/2023� 1-8" VALVE R = '�' ••.. ... s , .. . r:'r ' ;.. ••;� !r : �,� : : :. ' . I ''* :: • o�Z IJ L� 17882 Q TBM #2 EXISTING SEWER MANHOLE RIM ELEV 2553.42 [VALVE CANNOT SIT IN VALLEY GUTTER] I I I. T Q w I v v 2 LOCATED IN FRANKLIN RD, APPROX 270 E OF EX SSMH I I. I { w 3 A-1. SEE SHEET 5.1. ®©1 ---- , ey INSTALL 2" BLOWOFF ASSEMBLY (FUTURE I w N Z T�F N O� � WATERMAIN EXTENSION) PER MERIDIAN W13. N w S. RELOCATE FIRE HYDRANT AS SHOWN. r FCONSTRUCT 47 LFCOORDINATE DECOMMISSIONING OF EX. LINE W/ F�CRP\�MAIN I »>� N f I I >:<;:>:: i ;.• a, ----------------;-------------__- I CHECKED BY: CITY OF MERIDIAN. 8 WATER M = I I { I I. :I I DAVID A. BAILEY P.E. 16" 0 A HOT TAP O o �• I I•• I I :1 I I I' :I• L DRAWN BY: .. I 1 6 x12" TAPPING SLEEVE I r I •I•I I I K I 'I SC 21 LF 6" WATER MAIN D{ _jp ' 1 � ________________ 3=====_________ ______ ;,1------_____ -45' ELBOW (6„) __ VALVE CANNOT SIT IN VALLEY GUTTER. I < .I I �- - '" -. .� I I .� I { I• ' I � I NOT USED. nl ��• - 1: '' ' I I I `I , © INSTALL NEW MANHOLE ON EXISTING SEWER STUB. CONTRACTOR TO FIELD VERIFY ---f------- LOCATION & INVERT ELEVATION. COORDINATE I :: : • '• W/ CITY OF MERIDIAN PUBLIC WORKS. `-------- • al III I I o 20.0' MERIDIAN I „ I ® Ej I NOT USED. SEWER+WATER I CONSTRUCT 136 LF ® EASEEMENT - I .' - 8" WATER MAIN z NOT USED. 20.0' MERIDIAN I _ I __ _ _ o F - -- - - F _ j I I SEWER+WATER ® NOT USED. EASEEMENT _ L_ _ I _ L...'J EP \ \ I I—...—...—...—... I I U © NOT USED. I . I I 00 ------- +o -- ----- I I = o�:•. ® NOT USED. I I -' - 1-� ------- �•� ———— _ - -I-- ———— IRR ,e———— � W k' • lit ____RR_____I __ __ __� IRR ____ —__—___ _I I --IRRIR —__—__ __ __� IRR I �„R—____I __—__'y�A—__�Rlt —__—_I —__ _____ ___ ® RECHANNEL EXISTING MANHOLE PER ISPWC -- --- ------ _ • -_ ___ - 1 IIL _ �'� "" - I"—-----IM----- N SECTION 502.3.4. ABANDON STUB IN PLACE. -- ----- - d P d0 -- --- p s DP — -- --------------- —r_---- ��������— -- -- •�• .. dD ---- ---------- ® }.,i'- ,•�•— -_------------ ---------- ------------- -------- -------- --___------ NOT USED. 1 I 90 SSMH A-2" - y ~ !:: :. ----- ---- oP- z __ _ -- -- INDEX MAP ® NOT USED. - -- - --- ----- - -- ------------ --------- - ---- -- ------- ----------- ---------- --- - - SSMH A-3 ----------------- _ _-_- _ _ -------------- - --------- ---------- -- - --- --- -- -- --------------- -----_ ------ ® POTABLE/NON-POTABLE MAIN CROSSING. Z ----------------- ---- ----------- REFER TO WATER NOTE 2 ON COVER SHEET. 9 8" PVC 02.20% W FRANKLIN RD. J POTABLE/NON-POTABLE SERVICE CROSSING. --- - - - - - - 30 0 15 30 60 8" PVC ®0.45% - - - - - - REFER TO WATER NOTE 3 ON COVER SHEET. #� EX SSMH A-1 W. FRANKLIN RD. - - - -- - ...........I ''i I LL. z - -ss - -ss - -ss _ -ss 2 0 ss ss O \/ Ss ss R ss SCALE IN FEET - - - - - - - - - - - - - 1"=30' Z W Q ? w 3 N ao 00 N 3 IIL.L � Lot N 3 3 00 L.L 255 I o 4NM w00 w � w zo rn 2556 � � M a0 20c�Lo0 rn It � + LOZ � � `� ''� N TA:3+29.38 oco cor o 0or oL0 cn + � zz I n � US `N rn � � Ih o nM o N0006p6l`� ^ �' � N cnNQ, N - -� + oNo IM:2551.11 �� - 00cor7N olp MN oo0 wn no INCH Z » > Z I rnp (n .. I r,1 ' � .. + I � 0 � .. a0 � Z xV - zzz NN - � NV IN:2536. 5 8 N QI� � NH Q0) NH ar ,nNNH wcn � - - - zz NV OUT:253 .15 8"E = + LOZ = + z_ o N = + Nz zo gI � � 255 cn� M » cn� >> � cn � 2 » > cncn � _ 2553 J J FINAL GRADE NNFrzZ NN z_ z_ (n (nV) w ZZ — —— — EXISTING GRADE — — CL _ - -- - - -_ ----- - --- —� 1 — — -- - - --- `—_ _ — -- --- 255 12" C-90 00 STORM DRAIN 12" — AIN W STORM DRAIN � W �- 2547 I 2547 Q LL II 8" WATER MAIN 8" WATER MAIN Q II 254 2544 0 U II Z 254 I I 350 2541 W Ld II W Q 253 I 2538 10 LF 8" P C 00.45% LF C-C W I 147 F 8" PVC ® .45% (114 LF C-C) 82 F 8" PVC 0 •45% 151 LF C-C (86 LF C-C DATE: 253 """ 2535 8-25-2023 LJ PROJECT: LINE-- A PROFILE C2022-006 /EX 8" VC 02.20% H OR: 1 "= 0' SHEET ER: 1 "_ ' 2530+80 2+10 2+40 2+70 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5+70 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 8+70 9+00 9+30 9+60 9+90 10 20 10 5032 5st