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CC - Sewer and Water Q p U INDEX MAP KEYNOTES = 9 ` 1 "=250' O1 CONSTRUCT 11 LF 6" WATER MAIN Oct 8"x8"x6" TEE (MJxMJxFLG) V CIO �' 6" VAVLE - T FIRE HYDRANT PER CITY OF = C'3 w w MERIDIAN SD-W8 F APGAR O POTABLE/NON POTABLE SERVICE Z 9 CROSSING. REFER TO WATER NOTE 3 - Z R SEE COVER SHEET 1.0. = QJ m O POTABLE/NON POTABLE MAIN CROSSING. '� a REFER TO WATER NOTE 2 - SEE COVER SHEET 1.0. = Z w W RIvA CAM ® LOWER WATER MAIN THROUGH EX. 16" W Z) STEEL SLEEVE ® 0.00% PER DETAIL W w SHEET 5.1. Z w (1) 4 LF SECTION 8" WATER MAIN ■� (1) 3 LF SECTION 8" WATER MAIN Z w co Ma"FI� CONST. 22 LF 8" WATER MAIN (CENTER W a Cl) 20 LF SECTION UNDER GIRR CROSSING IN -j co o SLEEVE). IL J COST. INVERT OF SLEEVE:2531.40 V w BLOCK 21 I I I I I I I I I I I i:4.a I I I I I I I I I I - - • I I I I I I I I I I I - I I I I I I I I I I I I I I I I I I I 1 1 ASS\ S T E�NC7i G R F CONSTRUCT 32 LF 8" WATER MAIN - Q 03/11/2022 17 i i 18 i 19 i O I 7 I O I I 22 ; ; 24 I I 25 117882 I I I I 20 I I 21 I 1 23 I I O I I N I CONSTRUCT 102 LF I I I I 1 i ; 1 1 I I I - q 1 1 I I I I I I I I I CONSTRUCT 3 LF �F �F \ P " CONSTRUCT 347 LF ' 1 ' 1 I I I I I I 8 WATER MAIN I I I I � ;::, I ! CONSTRUCT 223 LF I I I I I I » I 8 WATER MAIN 8" WATER MAIN 8 WATER MAIN I I I I I I I 8+78.81 9+34.81 ' ' 9+90.81 I I I I I I CHECKED BY: 1 1 10+45.81 1 10+99.81 1 11+53.81 I I I 1 I 1 4„ 39,L i i 4„ 39,L 1 1 4�� 39,L I 1 12+27.81 I I I 4" 39'L 1 1 1 1 12+81.81 1 13+35.81 13+89.81 I I 14+36.40 1 DAVID A. BAILEY P.E. El 2530.85 �_- EI 2531.07 I I El 2531.29 I I I I 4' 39'L i ; 4" 39'L i 1 4" 39'L 1 1 4» 39'L I I 4" 39'L 1 I I 6 00 __� �_--__-_ 1_ L___ El 2531.51 EI 2531.72 EI 2531.94 I I I I --------- DRAWN BY: fi------- -----T----- r------- ___ El -1 � EI 2532.26 ------ I I I t------ t------ -- r------ ------ r------ ------El 25 --- __-i �--- El 2532.71 --- El 2532.94 L_EI-2533.14 J 0 1p DES/BD 1 I 2 1 I 1 1 I ---- t------ 4.. 3L ----- 1 1 4" 3�'L I I 2 I 2 1 I ..... ........ r -:: I 2 1 2 F::......................... ... ........................... ... ........ w ,... F::::::::::: F.................................. .::::::::::::::::::::. ::::::::::::::::::::::::::::::::::::::................................... {.... . ........................ Hll ::::::::::::::::::::::::::. ::::::::...................... .............................. ........................... ........................ ....... Z 1 1 w w w J w i tAPRI w w wl w w w l w w l w w w l w w w w w w w w w ......... } I� W I d o = I 2 W R IVA T 1 2 2 2 SSMH A4; 2 3 iui I ; o I w w I w w w l w w' _ _ _= U � - T - - - - - - - -� - - - I - - 12 _ _ _ _ I _ W. _ R�IVA _APR_(; ST_ . _3 9 _zw 30 0 15 30 60 (n - - O I I I 180' 1 cV O I 3 W Z 0 1 0 ` s r s s s s sl s s s s -�s s sl-{ r s s rl s s s s�-Is s s-C14 �-Is Is s -Ism- s s�T -s s I µ 1 I N N O e J = 0 + U I rn I o 1 0 1 00 F- I 2 I o c�i I f 'Z j M 1 �� I I d I s W (n SCALE IN FEET = Q Q � I � 2 I .+III I I � � 2 I 1 I ............................ .. ........................... ................................ ......................... ..... (n _ ... .. .................................. 4.................................::::::::::::::::::::::::. :::::::::::::::::::::..................::::::................................... . .......... }. 1 W I 11=301 .................... .............:::::::::::::::::::::::::::::::::::. :::::.:::::::::::::. ................... . cn I:::::::::::: I ::::::.:::::::::::::::. :::::::::::::::::::::F::::::::::::::. :::::::::::::::::.::. .... ... IIr.... ........ 1 o I F a • 1 1 1 � 1 I ; I 1 I o d 8+72.81 9+28.81 + i 1 i I I 1 i c) ~ 4" 29'R 9+84.81 10+39.81 10+93.81 11+47.81 12+21.81 + 4 + __ - __ 1 C l'L �N APPROVED FOR a 4" 29'R +29.81 4" 29'R 4" 29'R 4' 29'R " E? 2532.26 E3 2532.49 13+83.34 14+30.40 �� -- ---- a- --- - I �owNo o N 4 29'R 4" 29'R N El 2530.63 El 2530.85 EI 2531.07 EI 2531.28 El' 2531.50 El 2531.72 El 2532.03 4" 29'R 4" 29'R 4" 29'R 4" 29'R SSMH CID CONSTRUCTION N El 2532.72 El 2532.92 N These plans and/or specifications have been reviewed for La Q compliance with Meridian City Standards and Specifications. N o SSMH A5 This review does not relieve the owner, engineer, or contractor > g • M w - of the responsibility to design and/or construct those facilities M z in compliance with all current applicable federal, state and local O laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains Ld the right to enforce. Inconsistencies not noted by City staff shall CONSTRUCT 4 LF not be construed as approved unless specifically addressed r 1 8" WATER MAIN in writingb the City. An proposed revision to these plans must �•/ Y Y Yp p I _ _ I be submitted for review and compliance with the Meridian CityLL BL 0CK 20 CONSTRUCT 22 LF Standards and Specifications before said revision is constructed. Z 8" WATER MAIN 0 0 ____ L-- N - PI _--_PI Name Date-- PI �I 101- WATER METER LEGEND Z 255 2550 (PENS)CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 LJ Z LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOTe"y\J� 0 LINE WITH FIRE HYDRANT. - W 3/4" DOUBLE METER SERVICE V / WITH 3/4" METER SETTERS Z 00 3/4" SINGLE METER SERVICE 2547 0 2547 SERVICE (MARKERS ITOTER BE PRTOVIDED PER MERIDIAN SD Q 0 M SW-3. Q O OO w � � N NOTE: n � Q + THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS I..L 2544 W 2544 AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. W J Lo N c° N 0 > NOTE: + O N N N N FALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, ch W N 0j � .. Q + M N CONSTRUCTED PER ISPWC SD-501. U-) Z_ THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED W U , > Q V g Q N O FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF 254 z z 2541 MANHOLE. cncn� _ _ 1 Q FINAL GRADE __ _ - - - ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC W - - - - - - W - - - - SD-51 1A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. I , I 0 - - ----- --- / *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS J 253 __ _ _ ---- --- EXISTING GRADE_-- -- -- -- -- -- --- - _ _ _ _ _ _ _ z -- T 2538 200 (SDR-21) PIPE. SEE WATER NOTE 3. I ' I -- ----- ---- - 42" RCP GIRR BENCH MARKS 6MTBM �. UTBM #1 - 2540.20 - RIM OF EXISTING SEWER MANHOLE r n AT ELMSTONE AVE PRESENT IN JUMP CREEK SUBDIVISION v NO. 1. SEE SHEET 5.4. 253 2535 O $" WATER MAIN TBM #2 - 2542.33 - RIM OF EXISTING IRRIGATION $" WA ER MAIN MANHOLE PRESENT NORTH AT THE INTERSECTION OF � I BLACK CAT AND MCMILLAN ROAD. SEE SHEET 5.5. J 253 =2532 Ld $°° p� =009.6=2%319 LFEX. 20 LF 16" (323 LF -C) STEEL ELEEVE ® 0.00% INV ELEV. 2531.40 °� 252 00.42% DATE: 344 2 LF C C 529 02-25-2021 SEWER LINE A ROFILE c 013-0 4 H R: 1 "= 0' SHEET ER: 1 "_3'252 +40 8+70 9+00 9+30 940 9+90 10 20 10 50 10 80 11 10 11 +40 11 70 12 00 12+30 1240 1240 13�20 13�50 1340 14�10 14�40 14�70 15�00 1511 11 tj826 2wAj V! • KEYNOTES O U CAB IDIAN APPROVED FOR INDEX MAP O CONSTRUCT 11 LF 6" WATER MAIN 0 i�wNo 1 =250 8"x8"x6" TEE (MJxMJxFLG) NI CONSTRUCTION 6" VAVLE %W T FIRE HYDRANT PER CITY OF MERIDIAN These plans and/or specifications have been reviewed for SD-W8 EIIIIIIIIIIIIIIIIII Z compliance with Meridian City Standards and Specifications. am O POTABLE/NON POTABLE MAIN CROSSING. Z This review does not relieve the owner, engineer, or contractor OF- APG REFER TO WATER NOTE 2 - SEE COVER W Z of the responsibility to design and/or construct those facilities SHEET 1.0. in compliance with all current applicable federal, state and local = a laws, rules, regulations, ordinances, development agreements, "' 30 POTABLE/NON POTABLE SERVICE _ o specifications, orders or approvals, all of which the City retains CROSSING. REFER TO WATER NOTE 3 - N SEE COVER SHEET 1.0. _ Uj the right to enforce. Inconsistencies not noted by City staff shall W Z_ not be construed as approved unless specifically addressed FdvA L0 U) ® LOWER WATER MAIN THROUGH EX. 16" STEEL in writing by the City. Any proposed revision to these plans must I.- SLEEVE ® 0.00% PER DETAIL SHEET 5.1. W w be submitted for review and compliance with the Meridian City (2) 5 LF SECTIONS 8" WATER MAIN Z yj 30 0 15 30 60 be and Specifications before said revision is constructed. CONST. 22 LF 8" WATER MAIN (CENTER 20 '� LF SECTION UNDER GIRR CROSSING IN Z w co SCALE IN FEET Name Date Marlu SLEEVE). W Q 00 » > (2) 45- BENDS (MJ) J U) o 1 =30 EX. INVERT OF SLEEVE:2530.80 ui C� W WATER METER LEGEND i i i i i i i (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 I I I ' I I I I I • & W5 S\(3NAL S I I I I I I ) cJ G BLOCK! �9 ' ' ; ; ' I I i i I I LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT G\STER 2F LINE WITH FIRE HYDRANT. �o �03/11/2022� Q I I 1 i i i CONSTRUCT 31 LF 1 I I j $" WATER MAIN II 3/4" DOUBLE METER SERVICE 17882 19 20 I I O I I O I I I t� WITH 3/4" METER SETTERS 0) I I I 21 22 I I I I I I I I O O I 25 I 26 I I 27 I I 28 I I 29 I 3/4" SINGLE METER SERVICE yT O O G O I I 30 I 31 d WITH 3 4" METER SETTER F \ I I I I / ��� SEWER LINE A _.:;.� ��� i i i i I ; I I i I i i i i i CONSTRUCT 340 LF I I I I I SEE SHEET 5.1 i I I I I CONSTRUCT 332 LF 1 i i i i I I I " i i ; CONSTRUCT 5 LF I SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD /N S. C� I II I ' I I I 8 WATER MAIN SW-3. 17.0' - - - - I i i i I 1/-8" WATER MAIN I I I i I I 8" WATER MAIN " f I 3+05.20 I I 3+61 20 I I I I I I I I I I I 4" 39'L I 4+17.20 4+72.2o ' I I I I I CHECKED BY: 5+26.20 5+80.20 I I I SEWER LINE C -- I 6+54.20 THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS _ I 1 4" 39 L 1 4' 39'L I 1 4" 39'L I I I I I 7+08.20 7+62.20 I I 8+16.20 I I 8+59.43 I t I I 4" 39'L I I 4" 39'L i I 4" 39'L I 1 I E SHEET 5.4 El 2531.45 DAVID A BAILEY J L- El 2531.78 J �_ EI 2532.00 EI 2532.22 I I 4" 39'L i i 4" 39'L I I 4" 39'L I I 4" 39'L A WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. DRAWN BY: - L_ J L_ El 2532.43 J L- EI 2532.57 L_ El 2534.25 El 2534.51 1 � o L--------�------ -------�------ -------Y------ - _ EI2533.41 I I I I 2 I I -----t----- -----t----- ------t----- -_ J L- - J L------- El 2534.33 El 2534.19 DES : �...-...-...J I -- ----- -r----- � ---- :. 5 00 1 , . .. rt----- r--------- i I 1 1 ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, .... ................................................................ I 1 CONSTRUCTED PER I P W 1. ..... .. ..........�:::.�:.iNk::.�:.�:::.�." ..::;'r'rr:iCi'r}rr:......rr:iCi'r.....:.....iiriri?:iiriri?:iii':i':rrrr:i': :. :::. :. :::::. :::. :. :::. :. :::............................... .. ...... I. I u ........................... ......... ............. ::::. ::::::. :.'::. ::::::. ::::::. ::::::. ::.'::. ::::::. ::::::. ::::::.'.......................................... 2 w { w . ....... ::::::. ::::::. :.:'::'::'::'::'::'::'::'::'::'::'::'::'::':'::'::'::'::'::':::. ::':::. ::::::. ::::::. :.::'::':::::.. . ..... . .......... ...... �\ w I� w w I w w w I w w . .... :. .............._.. THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED 9 O I " I w w w I w w w 1 w w 1 w w w w 1 w w w w .............. SS 2 0. 2 N o 2 II 2 3 o 3 I 1 _- - -- w w w w w w w FROM INSIDE FACE of MANHOLE To INSIDE FACE OF I r _ - 3 _ 3 i 3 1 SSMH 61 i o ' 3 3 i 3 i 3 i I I - - -- MANHOLE. z IIII 1 1 - O T� - ' O - - 1 _ _ - I 180` 3 2 N I �O SSM 62 1 s s I �ni s s 0# O T- O �- - 3 - 0 - - - _I _ _ I I 1 I 3 1 II 4 SMH 1 ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC s s I SI S s s s O - T- - - - _ _ _ _ f -N 0 iiii i�i �I 3 W. I APGAR T. T� I 5�- -s � ST�S 5�-� �-,§ S I S I 5 5- ITS I S 5-- ���- S S AS-' S I ilii Ogl SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. o 3 I I I O I 1 III 4 0 ao I I I I * I� _- I SEWER SERVICE MUST BE CONSTRUCTED W CLASS 3 � I lu1 +44 W APGAR / o I........................... 3 I I I I IIII ....................... [.......::::.............................................. ...................:::. .......... ......... 200 SDR-21 PIPE. SEE WATER NOTE 3. � .............. [.................. liar:. :::::::::............ :. . ::::::. ::::::.:... ( ) I a II .. .... . . . ........ ... 1 ' I BENCH MARKS TBM 1------- 1-------- ' I 1 ----2 -� r------ 1-------- - -------- I I I 2+99.20 1 1 3+55.20 , r------ , I ----- -1 F--------------- -4-------- 1 1 1 4+11.20 1 1 4+66.20 r----- r-----� --------I r-------4-------- -�------- ------- 4" 29'R I I I I 1 1 5+20.20 1 1 5+74.20 I I 6+48.20 r----- -1 r----- ----------- 4" 29'R 4" 29'R I I 4" 29'R I I I I , I 1 1 7+02.20 I 1 7+56.20 I 1 8+10.20 i i 8+53.43 r TBM #1 - 2540.20 - RIM OF EXISTING SEWER MANHOLE w N El 2531.21 I I El 2531.56 I I 4" 29'R 4 29 R I 4" 29'R I I 1 0 1 1 El 2531.78 I I EI 2532.00 I I I I I i 4" 29'R 4" 29'R 4" 29'R 4" 29'R AT ELMSTONE AVE PRESENT IN JUMP CREEK SUBDIVISION N 1 1 El 2532.41 1 I EI 2532.56 I I EI 2533.11 I I I I N SEWER LINE A I I I I 1 I EI 2533.96 I I EI 2534.33 1 1 EI 2534.15 i i EI 2534.01 No. 1. SEE SHEET 5.4. o I I I I I Cn 0 W N 1 I I I I I SEE SHEET 5.1 I I I 1 1 I I 1 I I I I I I I I I I I I I W Q I TBM 2 - 2542.33 - RIM OF EXISTING IRRIGATION N o I - � # - I I I I I CONSTRUCT 7 LF SEWER LINE MANHOLE PRESENT NORTH T THE INTERSECTION TI N F >NE C AN OLE ESE NO A E E SEC 0 0 BLACK CAT AND MCMILLAN ROAD. SEE SHEET 5.5. w 8 WATER MAIN SEE SHEET 5.4 Z I I I I I I I I I I I 1 I I I I I I I I I I CONSTRUCT 6 LF j - I » I 13 O O I i 10 I I 9 I I i I i I I 1 1 1 I 1 8 WATER MAIN 12 I 1 11 I I I I 8 6 I I I i W • I I I I O O i i O I I O I I O I I O I I n W I I I I I I 11 CONSTRUCT 22 LF I 8" WATER MAIN I ' 2550- 2550 O 0 Z Z r 2547 2547 7 LO LO O04 L w00 �� rn - W N I LO p 2544� x 00 rn o M = N 2544 Z 00 QON ^� MN � Q � > Q > NO NON m � MZF- NNFEZ I..L 00 _ + to q � N NL � InN - � ^ Q N Q /' � N � N NH N~ � ZZ � \ � 0 I 254'� = I+nNz ZOO I N� - - --- ---- -- - - - - - - - - - - - 2541 m J NN � Z ZZ FINAL QRADE - --- - --- -- -- -- - -- \ ' - - - - - - - - - - - _ _ _ - - - - - - - - - - - - -- W > 42" RCP GIRR 2538- EXISTING GRADE 2538 I ' I 4" PIRR W (8" 900 SLEECE) 8" WATER MAIN W 2535c 8" WATER MAIN 2535 W m U10 C� 2532� 320 LF 8" PVC C�0.62% 2532 (324 LF C-C) Q. n 0 IX. 20 LF 16" z � L.L I STEEL SLEEVE O 0.00% J INV ELEV. 2530.80 2529- " (c�l.00q 340 2529 (344 LF C-C) W � � I VJ 2526- 2526 DATE: 021 SEWER LINE B PROFILE PROJECT: PROJECT: H O R: 1 "-30' C2013-024 VER: 1 "=3' -SHEET 3� I I I I I I I I I I I I I I I I I I I I I I I 252T+'80 2+110 2+140 2+170 3+100 3+130 3+160 3+190 4+120 4+150 4+180 5+110 5+40 5+70 6+100 6+130 6+160 6+190 7+120 7+150 7+180 8+110 8+140 8+170 9+100 9+130 9+60 23 5o3 C� Q " F= INDEX MAP KEYNOTES = Qco 1 =250 O REMOVE EXISTING BLOW-OFF ■� o ASSEMBLY AND CONNECT TO N T EXISTING 8" WATER MAIN. LU CONTRACTOR TO FIELD VERIFY ■i Zco r--------- A LOCATION & ELEVATION OF EXISTING 1 F APGAR WATER MAIN G� Z MERIDIAN SEWER I I Z AND WATER EASEMENT ----,," R O 8"x8"x8" TEE (FLG) _ 1 1 2- 8" VALVES (MJxFLG) ■� a SSMH C3 M 1- 8" ADAPTER (FLGxMJ) `� o N 0 7 i O REMOVE EXISTING SEWER CLEANOUT AND W Z 1 RIVA CAM CONNECT TO EXISTING SEWER STUB. illZ) O CONTRACTOR TO FIELD-VERIFY LOCATION W w O & INVERT ELEVATION OF EXISTING SEWER 3 MAIN. ■� WW Z � C'3 U) 4 ® POTABLE/NON POTABLE MAIN CROSSING. Z w c0 MCMI REFER TO WATER NOTE 2 - SEE COVER W Q oR :7,= - SHEET 1.0. _j � 3 I1 I BLOCK O 3 O5 POTABLE/NON POTABLE SERVICE - W W UL O �� SCROSSING. REFER EE COVER SHEETTOOWATER NOTE 3 w I BLOCK , 11.0' 3 CONSTRUCT 137 LF 3 N 7+43.48 © CONSTRUCT 11 LF 6" WATER MAIN 1 N 8" WATER MAIN El 2534.41 6"x8A�ETEE (MJxMJxFLG) ANAL OO O O O U FIRE HYDRANT PER CITY OF MERIDIAN fig\ ANC 3 O N O SD-W8 �G\STE,Q� �'LF F CONSTRUCT 9 LF 07 CONSTRUCT 2" BLOW OFF ASSEMBLY PER Q� 03/11/2022� 8" WATER MAIN MERIDIAN W12 1 882 CONSTRUCT 101 LF CONSTRUCT 234 LF CONSTRUCT 13 LF 3 5 ® so' ELBOW (MJ) 8" WATER MAIN 8" WATER MAIN 8" WATER MAIN F�`cY� 3 � S. CRP�C� 3+02.89 3+55.89 4+11.89 4+67.89 5+23.89 5+78.11 4" 39'L 4" 39'L 4" 39'L 4" 39'L 4" 39'L 4" 39'L 3 7400 El 2533.38 El 2533.55 El 2533.77 El 2534.61 f f f El 2134.00 El 2534.29 U CHECKED BY: 1 f O DAVID A. BAILEY P.E. IL os 5 5 5 I I 6 3 J DRAWN BY: uu O II � I. I.... . . . . . . . . . . . ............ . . . . . . . .... ...:.:.:.:.:.:.:.:.:.:.:.:.: :.:.:.:.:.:.:.:.:.:.:.:.:.:.: :.:.:.:.:.:.:.:.:.:.:.:.:.: :::::::::::::::::.:.:.:.:.:.: :.:.:.:.:............. ... .... . . 6+73.48 F.. . . . . . . .. 3::::: 4' 27 R M M MHill M w I w w w I w w w l w w w w w w w w w El 2534.99 0o I TBM #1 EX. SSMH E5 1 EX; SSCO H1 5 1 2 o I :AVE. I - - - - 1 _ 1 _ . I ELM STONE E I 2 0 Hill — — � — o — — — — VE. _ — _ _ I _ — 0 0 F - i� o SSMH C2 � s --s s s—}—�s s s s s s I s so s s sl s I s O s s s II II I I r7 Z uu 3 4�C1 I 9+44 n C° 4 15 1 3 EG 0 3 4 3 ul II 4 Id Id I I III ES 30 0 15 30 60 EG TR,- EXISTINGIRR IR IRR IR IR IRR IRR IRR IRI �F R IRR IRR IRR IRR IRF. IRR IRR IRR IR IR o$ RR RR JUMP CREEK SUBDIVISION NO. 1 1 III ! SCALE IN FEET } O Id Id PI " " RI SEWER LINE Bs III 1"=301 Q N SEWER LINE A N O SEE SHEET 5.3 SEE SHEET 5.2 N a 0 255 2550 W o M WATER METER LEGEND "i z Z (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 I , I Lj 00 & W5) W W • 1-1 LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT 2547 cn z T_ 2547 LINE WITH FIRE HYDRANT. 0 — z cn cn 00 00 N • N 3/4" DOUBLE METER SERVICE Sn 00 00 000 N N N SS H C3 WITH 3/4" METER SETTERS LL • 00 �p O U 00 V) U STA:8 25.07 3/4" SINGLE METER SERVICE to M N = O N 0 N _ co+ N o= RIM:2 41.33 WITH 3/4" METER SETTERto 0 0 w o 0 °r °r 00 N N N Q > INV IN:2529.05 8"E BLO KOUT SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD CstO11 Lo UO NI . (n — In- 2544 SW-3. Z 254 =ooLO N N N + � .. Z) 21") NZO — NOTE. n N + LO Z Z) � N N N Z O N � > > FINAL GRADE NNN - 0 0 THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS g » > W (N ZZ LL Q Qom >> Z_ Z_- - N N AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.� W c~n ER z Z z _ _ � �� / NOTE: Z �\ //\ ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, EXISTING GRAD 254 / / 2541 CONSTRUCTED PER ISPWC SD-501. 0� \/- - - _ 0- - - - - - --- - / THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED W FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF MANHOLE. V /�/� 12" C-900 ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC Z — 253 STORM DRAIN 2538 SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. Q *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS I — II 8" WATER MAIN 200 (SDR-21) PIPE. SEE WATER NOTE 3. J I 8" W TER MAIN 0 0 BENCH MARKS 6M TBM 0 I 253 2535 InJ TBM #1 - 2540.20 - RIM OF EXISTING SEWER MANHOLE AT ELMSTONE AVE PRESENT IN JUMP CREEK SUBDIVISION NO. 1. SEE SHEET 5.4. th TBM #2 - 2542.33 - RIM OF EXISTING IRRIGATION W V ) > MANHOLE PRESENT NORTH AT THE INTERSECTION OF 253 2532 BLACK CAT AND MCMILLAN ROAD. SEE SHEET 5.5. I ' I II 0 252 II 2529 W II 173 L178 FV C 00 4 0 �y ` 0 J 0 rrn^ II U V 252 252 FCC_ 2526 �� � 0/ 0 C��YIB IDIAN APPROVED FOR 1 DAFIO CONSTRUCTION W I These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. 252 I vG ® 2523 This review does not relieve the owner, engineer, or contractor P ,C� of the responsibility to design and/or construct those facilities Li �'7 LF 1 LF C in compliance with all current applicable federal, state and local /1 �12 laws, rules, regulations, ordinances, development agreements, specifications, orders or approvals, all of which the City retains the right to enforce. Inconsistencies not noted by City staff shall DATE: 252 i ,» 'v /82 2520 not be construed as approved unless specifically addressed 02-25-2021 LF 8 �;C� in writing by the City. Any proposed revision to these plans must PROJECT: f SEWER LINE C PRO I LE be submitted for review and compliance with the Meridian City C2013-024 H 0 R: =3 0' Standards and Specifications before said revision is constructed. SHEET u VER: 1 "=3� 25 Name Date 251 f- 80 2+10 2+40 2-00 3+00 3+30 3+60 3+90 4+20 4+50 4+80 5+10 5+40 5-00 6+00 6+30 6+60 6+90 7+20 7+50 7+80 8+10 8+40 17 EXISTING GROUND V o KEYNOTES INDEX MAP = 0 L 1"=250' 01 REMOVE EXISTING BLOW-OFF ASSEMBLY � Oct a) AND CONNECT TO EXISTING 8" WATER � o .� \\/\ \\\�\\/\\\\�\\\\�\\i\\i\\/\/\�° MAIN. CONTRACTOR TO FIELD VERIFY `� EXISTING OR PROPOSED /\� LOCATION & ELEVATION OF EXISTING PIPING AT CROSSING //�/j/ WATER MAIN .i Z F � 11-1/4' BEND (MJ) Z Z 45' ELBOW (TYP.) � � 30 45' BEND (MJ) _ (MJXMJ) PVC PIPE w;w;��;w;wvwv�<v�� PVC PIPE m ® 28"x8" TEE (MJ •� 2- 8" VALVES (MJxFLG) z SUPPORT NWPL 1- 8" ADAPTER (FLGxMJ) WUj Z AT CROSSING RIVA CAPRI 50 CONSTRUCT 11 LF 6" WATER MAIN D PER SD-407 8"x8"x6" TEE (MJxMJxFLG) W �f Uj LENGTH AS REQUIRED 6" VAVLE G� Z LU FOR DEPTH CORTEN ALL-THREAD FIRE HYDRANT PER CITY OF MERIDIAN MMMMM CORTEN ALL-THREAD FITTING TO FITTING, SD-W8 M� g REMOVE EXISTING SEWER CLEANOUT AND W a w� O CONNECT TO EXISTING SEWER STUB. Z FITTING TO FITTING, ONE (1) EACH SIDE. Maa ~ 00ONE (1) EACH SIDE. � ; o THRUST BLOCK THRUST BLOCKS WITH & NV RTCONTRACTOREVATION OFVERIFY EXISTINGC ETION WER LU AS PER ISPWC CORTEN ALL-THREAD CORTEN STRAPS WITH MAIN. V w O SD - 403 TYP. FITTING TO FITTING, DUC-LUGS OR EYE BOLTS POTABLE/NON POTABLE MAIN CROSSING. ONE (1) EACH SIDE. REFER TO WATER NOTE 2 - SEE COVER SHEET 1.0. MAIN LOWERING ® POTABLE/NON POTABLE SERVICE C)S\ONAL FNG CROSSING. REFER TO WATER NOTE 3 - ��' G\STF,Q �7iF AT CROSSINGS CONSTRUCT 191 LF I I SEE COVER SHEET 1.0. �� Q0 Fp c<` NOT TO SCALE , , CONSTRUCT 11 LF Q � 8"-WATER-MAIN _ I --- 8" WATER _- STA:8+50.00 LINE A o3/18 22 --- 17882 MATCH u -P, SHEET 5.2 I SEWER LINE B N - _� _-. .- -._-. -..._ O �- - 9TF O F .. I r _ SEE SHEET 5.3OEM" j j F��N S. CAP\ I EX. SSMH C 5.0' CONSTRUCT 42 LF �I CONSTRUCT 49 LF CHECKED BY: I 8" WATER MAIN CONSTRUCT 207 LF J O z� 8" WATER MAIN \ DAVID A. BAILEY P.E. -M I 8 WATER MAIN... , �...-...-..._...- �:.:\ 8+11.54 DRAWN BY: M ull 0 �� � �...-...-._-... ...-... .-.-.. .-:: � DES/BD M -- -- _f..-. . __ _... - i 7 ------ - --� 4" 39'R - - . . . . . .. . . . . . . . . . . . . . . 7 II M 3 El 2530.90 I I II I w - w uu 1 I w w w w w 8 00 3 0 - w w w w � Ilp 2 w w w w w w w w w w w - nl� - - �74 0 C 0 8 -5 - _ Nam _ N . WILLO IDE AVE. 7 4 5 _ _ 1 N N . WILLOWSIDE AVE. i N is_ s�-s O sTs I s �s 50 si s-I s s O - - - - - - o - 3 N $ z -� I 2 sus �s sTs s s I s _..._..._..._..._...-._-. . 8 o F I _. . ...... . . . ....... . . ......... . . . . . . . . . . . . .........E . . . . . . . . . . . ..... ....................... CL II ------i _____ i i i i I I i I \\ \ o = I ----- ------ 1------ \ CL jj i 2+85.96 i i---3+33.44 i i------ i i------ F------ i i 1 4.. 29'R I I I I 1 / 3+80.75 4+30.75 I I 4+80.75 5+30.75 5+80.75 6+30.75 I �\ \ � I 4" 29'R 4" 29'R 4" 29'R 6+80.75 c� CL O II El 2530.93 I 4" 29 R 4" 29'R 4" 29'R 4" 29'R I \\ \ cn I:I I I El 2530.77 I i El 2530.62 I I El 2530.45 I El 2530.29 EI 2530.74 El 2531.35 El 2531.20 4" 29'R j \ o N I EI 2531.03 7+77.08 \_ \ N O3 II I I I I 7+42.52 4" 35'R \ o EX. SSCO D1 i i SSMH Al ' ' i i SSMH A2 4" 39'R El 2518.40 \ \ WUj N El 2531,07 \. \ N o jj I.... I I I I O w I I t►J 30 0 15 30 60 < > I I I I I I I I I J V , , , I I I � 3 II BLOCK 20 BLOCK 20 SCALE IN FEET LL 1"=30' 2547 2547 O O - WATER METER LEGEND Z (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 & W5) n W LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT N 00 ? Z Z LINE WITH FIRE HYDRANT. 2544� _ 00 `� Z 2544 3/4" DOUBLE METER SERVICE v It N 7 _ 0 00 N W 00 WITH 3/4" METER SETTERS It U O r' N L 0 - N It C14 C j N o N O O co Lo 3/4" SINGLE METER SERVICE ""VV 0 N N � � M C j N U) 00 WITH 3/4" METER SETTER - I ' I + M N H r- a0 � N N N O - N N U) 00 - N SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD W N + 0 Z 0 N LO M N Q O N H N Nl� Oprn � .. � � � � � SW-3. 254 NNN - O N + CZO + LO - O QNr� N n! � Q pe) 2541 ZZ N THECITY OF MERIDIAN REQUIRES THAT ALL WATER METERSw � X Z w N ZZZ N0 0 (n F N � > > > AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.N FINAL GRADE N Z Z Z NOTE: _ - 11 ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, 0 - - -- - - CONSTRUCTED PER ISPWC SD-501.253U m -- ---- - W - -- - - - - - - - - - - - 2538 - ---- �'-- --'-- - - - THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED EXISTING GRADE --- - ----- - _ _ _ _ _ _ - - - - - - - - - FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF z -- - MANHOLE. 12" C-900 ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC r n I ORM DRAIN SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. W �/ 2535� I 2535 *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 8" WATER MAIN 200 (SDR-21) PIPE. SEE WATER NOTE 3. W 8" WATER MAIN BENCH MARKS 6M TBM Q II W 253 I I 2532 TBM #1 - 2540.20 - RIM OF EXISTING SEWER MANHOLE W AT ELMSTONE AVE PRESENT IN JUMP CREEK SUBDIVISION NO. 1. SEE SHEET 5.4. TBM #2 - 2542.33 - RIM OF EXISTING IRRIGATION Q� MANHOLE PRESENT NORTH AT THE INTERSECTION OF - ( , BLACK CAT AND MCMILLAN ROAD. SEE SHEET 5.5. v 2529-- 529 Q/ 0 II I I 24 LF 8" PVC 00.42% (250 LF C-C) o E IDIAN APPROVED FOR Li J IDANO CONSTRUCTION o - 2526- I 2526 These plans and/or specifications have been reviewed for „ v 01900 W compliance with Meridian City Standards and Specifications. + N This review does not relieve the owner, engineer, or contractor I I 22 LF a P C-C� g 2 CZZg LF of the responsibility to design and/or construct those facilities r n = in compliance with all current applicable federal, state and local v ' Q laws, rules, regulations, ordinances, development agreements, 252 - ---------- ----- 2523 specifications, orders or approvals, all of which the City retains DATE: SEWER LINE A PROFILE N Q the right to enforce. Inconsistencies not noted by City staff shall 02-25-2021 not be construed as approved unless specifically addressed PROJECT: u 42 LF 8" PVC ®0.41% H R: 1 0 in writing by the City. Any proposed revision to these plans must C2013-024 55 LF 8" PVC 00.41% (44 LF C-C) be submitted for review and compliance with the Meridian City -SHEET (57 LF C-C) VER: 1 97= Standards and Specifications before said revision is constructed. 252�� + 20 T+'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+�� Name Date • ♦++ QOQ©®O®24579 11I 2—L —, IIII1III I 10 PI IIIIIIII I v>" �1'''8IIIIII IIIIIIII _IIIIIII II s '�\ � 8� Os 1 =_-�up_I uIIIIIIuIIIIIIlII- - III a Is & —® 0TAF N �O CCCa\� '3P o � � �oMNJwww� E DOMESTIC WATER METER 1 CURB STOP BALL KEYNOTES Q 3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND DOMESTIC WATER METER AIR RELEASE VALVE BOX COVER. OBLITERATE VALVE SUCH AS FORD WORDS "WATER METER" 3" x 4" x 6" CINDER BLOCK (OR EQUAL) BOX COVER OBLITERATE 1 Y2 " 200 PSI RATED B11-666SW DCONNECT TO EX. 4" VALVEco aIT WORDS "WATER METER" OR EQUIVALENT FROM LID. FORD NO. X43 ■. � o .FO 4" x 3/4" SADDLE MINIMUM Q 3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND 4" MAIN LINE MINIMUM FORD NO. X43 CAST IRON CAST IRON WITH 13 Y2 CONNECT TO EX. 8 VALVE 3" x 4" x 6" CINDER BLOCK (OR EQUAL) WITH 13 Y2 LOCKING LIDS LOCKING LIDS 3/4" POLY PIPE 200 PSI 4" x 3/4" SADDLE MINIMUM CONSTRUCT DRAIN VALVE PER DETAIL THIS SHEET. � 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND 4" MAIN LINE MINIMUM "'" % '' '"\\\ 3/4" BASS COMP. COUPLINGS CONSTRUCT AIR VENT PER DETAIL THIS SHEET. Z 6"8" x 3/4" BRASS NIPPLE 3/4" BRASS CURB STOP ,N 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND MOVIESROCK CHIPS 3/4" BRASS CURB STOP x �� LOWER PIRR MAIN THROUGH EX. 16" STEEL SLEEVE ® 3" FEMALE ADD. ROCK CHIPS 0.00% PER DETAIL SHEET 5.13 20" PVC Q LOCATOR WIRE 3" FEMALE ADD. / � 0" PVC (2) 5 LF SECTIONS 8" PIRR MAIN Z uj 4 / W® 3" PVC PLUG LOCATOR WIREV CONST. 22 LF 8 PIRR MAIN (CENTER 20 LF SECTION3 7 8 � ® MARKER STEEL "T" POST / �/ >+ W 4 3" PVC PLUG X / UNDER GIRR CROSSING IN SLEEVE). W MARKER STEEL T" POST 4 z(2) 45' BENDS _'� 0000NST. INVERT OF SLEEVE:2533.00 ; W// NOTE: CONTRACTOR TO VERIFY ELEVATION LOCATION Q N.M.I.D "MODIFIED" TYPE A RISER SHORT SIDE SERVICE DETAIL a a 1 Yz ° � o % BRASS IN 1 CU. YD. U) all -N.M.I.D "MODIFIED" TYPE A RISER LONG SIDE SERVICE DETAIL DRAIN ROCK TO SIZE PRIOR TO CONNECTION TO EX. VALVES wD PIPE NOT TO SCALE NOT TO SCALE BOTTOM OF VALVE DRAIN ROCK TO BOTTOM OF VALVE FOR SUPPORT INSTALL (2) 2" SCH 80 SLEEVES AS SHOWN IN FOR SUPPORT THE SHEET. ADDITIONAL SLEEVES MAY BE NECESSARY. COORDINATE W/ DEVELOPER. AIR VENT STATION DETAIL DRAIN VALVE DETAIL s\pNAL F NOT TO SCALE NOT TO SCALE LEGEND C,\STE,� 3/11/2022 SUBDIVISION BOUNDARY LINE s m s s C ENTERLINE — ��-----� �RIGHTOFWAYLINE =.>' S.LOT LINE L 5 3 2 PI CHECKED BY. . DAVID A. BAILEY P.E.WITH IRRIGATION RISER PI PI DRAWN BY:pI PI GATE VALVE W/RISER BD IL__ JI 19 I I I I L_____J L_____JL_____J L__- L L L L- L- J L O MAINLINE DRAIN PI w— AIR RELEASE VALVE PHN DAET S— ... ? ... s N<... 0 s S - 54" 22.50° ELBOW L--------------- . COST Z BLOCK 4" P—IRR PIPE 3 LFCL - L e ------ o 4" P-IRR PIPE CONSTRUCT 9 LF CONSTRUCT 624 LFco I r- s FF— A 9 0=- O iuw 9r 4 PI T O2P3-wI R R IIIIIi II PIPE w 24 4IIIIII I w A� .: r IIIIIi P-IRR P;.;:;IP;:..;.;.:..;E �.j rII1III ---- -_ J1 III1II iI II -- � --- _- - -I (n UHo H Ld LdCL L A -- 04 P PI PIT PI PI PI PI�PI PI— I PI— � r ———— W4»x4»x4» TEE < BLOCK! 19 4i 22.50, E LBOIW 3 Qn 4x4x4" TEE W T z rONo1L--------- L---------- H. CONSTRU6T85 LF � -----------------4 P—IRR PIPE CONSTRUCT 85 LF 4» P-IRR PIPE L----------i L--------J L--------J L--------JL--------JL-------- -------- ---------' L--------JL------ J I-::: ----_--L---------------- . :: CONSTRUCT 51 LF rjj ^J w w900 SLEEVE w w L---------- �8 C4 P IRR PIPE w w - - - • • Il1IIIII r� -------------- F s ..::::.::::::.:::.............................I1II.i II..........I1III.I I .............::::::::.:::::::..................I1II.I II..........I1III .II........................:::::::.::::::.:........1III I.I.........1II.I II..._......_....._....._....._....._...._..::::—........III I.I s.. I I III I O4 11II I I 1III O IIII III ® ............I1II.I....:.I.:: s; -�--. �-s(2) 4 P-IRR VALVES F 1I ss�l11II - A _A O rOv!�O rr. Hr- A ST CONSTRUCT 52 LFIW. APGAR ST. 4„ P IRR PIPE Z CONSTRUCT 644 LF 8 C-900 SLEEVE. ---- ------- ---- r------- ------- -------g» P-IRR PIPE --------- --------7 r-------- 2) 4" P-IRR VALVES--- L---------------- CONSTRUCT 315 LF CONSTRUCT 101 LF 4" P—IRR PIPE 10 n ------__ 4 P-IRR P TDCONSTRUCT 101 LF 14" P-IRR PIPE Z Z 2 111 ' FUTURE JUMP CREEK CONSTRUCT 625 LF SUBDIVISION ---------------SERVICE TO EAT LL_ _ -- ---- W I III m•QNCC Ii-iJGYliI- . . I1II'II1I II . II IwIIII OO9 -w- L-L_—____—_J L_—___--_J L_____--_J L ____ .. 1 THE H GHlN 4" P-IRR PIPE O PI PI I PI PIPI PI P PI PI rr---- ———PI PI rBLOCK 21 1 4» 90° ELBOW CONSTRUCT 96 LF --------------- ; -�JD 4, P—IRR PIPE ----------------2 I,I1II1 I .. .. II II JIII=I„ - - R - - AA �nwNo SCALE I N F EET 1»_50r CONSTRUCT 73 _ 4" 11.25° ELBOW WWU0W) W L-------- ----__-- L—_ _____— 4" P IRR PIPE J --__—__—J L_—_----- L__—__---JO L----_—__J L_-------J L--------- Plans Are Accepted For Public ;»> >> Street Construction8 C-900 SLEEVE w w w . CONSTRUCT 51 LF 24 P-IRR VALVES o0w w w w w w w w stamping and signing the improvement plans, the Registered P-IRR —wW. RIVA CAPRIST. PIPE By _ - - - - Engineer ensures the District that the plans conform to all District i s - - - - - - - - _ -900 SLEE Variances or waivers must be specifical- ES ly and previously approved by the District in writing. Acceptance policies and standards. (2) 4" P—IRR AL" _ � a s of the improvement plans b the District does not relieve the Registered Engineer of these responsibilities. ...........:. BY DATE: — >VV ADA COUNTY HIGHWAY DISTRICT U BLO(CONSTRUCT 79 LF4� 11.25° ELBOW 4" P-IRR PIPECONSTRUCT 86 LF ... 4" P-IRR PIPE V)8"x8"x8" TEE 8" TEE(1) 8"x4" REDUCER C>V MNAPPROVED FOR, (1) 8"x4" REDUCER NORTH 20 CONSTRUCTION EAST MARK TO SURFACE BLOCK CONSTRUCT 14 LF 5 (1) 8 VALVE These plans and/or specifications have been reviewed forL L 8" P-IRR PIPE K PI p PI PI compliance with Meridian City Standards and Specifications. T P, , T CONSTRUCT 5 LF This review does not relieve the owner, engineer, or contractorPIAPI P, p,_ % PI PI % of the responsibility to design and/or construct those facilities PI PI Ply PI L°' F'�% PI�PI T 8" P-IRR PIPE CONSTRUCTCONSTRUCT 803 LF 8 90° ELBOW 183 LF in compliance with all current applicable federal, state and local W 8 P-IRR PIPE -IRR PIPE 8 90 ELBOW >:>:s>i>:'>:> 8P laws rules regulations, ordinances development agreements, ; specifications, orders or approvals all of which the City retains DATE- _--- the right to enforce Inconsistencies not noted by City staff shall 02-25-2021 — — nnot be construed as approved unless specifically addressed PROJECT: writing by the City. Any proposed revision to these plans must C2013-0240JW0- CU be submitted for review and compliance with the Meridian City -SHEET W. MCMILLAN ROAD Standards and Specifications before said revision is constructed. Name Date 6 • M E STREET LIGHTING = p C6 1. All street light construction shall be done in accordance with the current version Oct of the ISPWC, the Meridian Supplemental Specifications to the ISPWC, and the o National Electric Code. N ; 2. A street lighting electrical permit shall be opened prior to starting work. Use the = (g w .'D online Citizen Portal at https://citizenportal.meridiancity.org/CitizenAccess/ to open 'i Z ~ a permit and request inspections. Z 3. Installation will require inspections for the concrete base reinforcing, bedding, Z backfill, and for the pole and associated wiring. 4. Street light bases shall be located 10'min. from trees, 5'min. from fire hydrants = a and 2'min. from water meters. ' 5. Keep accurate notes of conduit, junction box locations. Attach a redlined as built drawing of this plan sheet to the street lighting electrical permit, or submit a = Z w Z � hard copy to the Meridian Public Works Department prior to requesting final W inspection. W ai 6. Contact the City Transportation and Utility Coordinator (208) 898 5500 for W w questions regarding Utility Conflicts, or to access locked meter pedestals. Z_ ■� co Z w 0 LEGEND W SUBDIVISION BOUNDARY LINE _rn CENTERLINE Q � w RIGHT—OF—WAY LINE LOT LINE ��S�pN A L FNci PI CONST. PRESSURE IRRIGATION LINE p� ���STEy WITH IRRIGATION RISER �� 03/11/2022� ® GATE VALVE W/RISER N 7 8 8 2 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I a - O MAINLINE LINE DRAIN ------I r------ r-----, r------1 r-----0; F OF ......: , O' : AIRVALVE P\� II II -- — — — -- 30 NS.#77777C STREET LIGHT NUMBER ,OCK C� I I I I I - I - CHECKED BY. r- --------� � ;� ;; 17 I 18 i i 15 i i 8i i 13 I I 12 I I 11 I I 10 I I 09 I 8 I 7 I I p P.E. 8 I I 5 I I 4 I I PI O O I O OO I 17 DAVID A. BAILEY I I I I I I I I I I O I I O I I O I I I I I I I I I - I I I I I I PI PI I I I I I I I I I I I I I I I DRAWN BY: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - I I I I I I PI PI PI —_— — 2 I I I I BD I I I I 1 I I I I I O I I I I I II ... I L .....O............. 19CKI ... ...... � ,....PI...,... .. ,.P.I. ..:.,... ..,..... P .I .,.....:.,.. ..,....I...,...I ..:.,....::.. ..:::I.. ..:::.. ..:: ..:.,.. ..I ,.... I..,... ....,.....,...I ...,...I ..:.,.. ..,......:::I.. ..::I:.. I 3 f NOTE: T UNLESS NLESSY OTHERWISE THERWISEM ESRPIEDCIAIFNI ESD TASTREET LIGHTS __J L_____JL_____JL_____J L----------------J ____ -____ -____ -____J L__---J L W --------------- W. DAPHNE ST. p p DRAWINGS T1 & T2. w 1 I —w— n w wow _ ALL TYPE 1 LIGHTS ARE TO BE METERED. O O o o - W DAPHNE ST. - la I n i I 5 - —5�5 S S ii iiiiii �A STREET LIGHTS ARE TO BE INSTALLED PER CURRENT Z L-- - 1 - O 17 - CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. `':::: F r--------------- LOCK I 3 3 2 1 I O PI pl PI ^ PI U ZCL P P a _ O �p O I r-- - - ___ --- - O Ir • O c _ d a � F- J _ I II i L----------------J • ih01 Ir-------- I ------ I I PI r--------� _ N r—----_—r-------- r-------- -------- I I —__I I___ , N Q N BLOCK; 19 (f O I D h I I I I I I I I l a I z r� L_-- 55 O O 21 O I I 23 I I 24 I I I I I I I I I I O O E ----------------J i; 1 r— , 25 28 27 I I O 29 I I 30 I 31 I I I - ------------- I I I I I A ---------------- I r - -------- ..L-______-J L________J L_-______J L________J L-_--_---J J L____--_-J L--______J >: I I I I I I I a; 5 1 O rl L I� I — . . .........................% I ..................................................................................................................................... ................................ . .............. OI • w w w w w w III w w w w w w w = WI L— 55 1 IIIIII — — — — — — — — — — — —�Il— s — — _ s _ _ s — _ _ — — I II 5 s s 5 s uu s 5 _ -_ s 5 5 s 1 W. APGAR ST. IIII • ������ I I A W. APGA>> R ST. I ............... ................................ - I z ... ... _ Z - o I � .:.....:.:.. r--------� r-------- I I I I 1I I I rI ---------,I rI ---------II rI-------------------I I rI -------- I I--------i i--------i i--------� _= ......::::. Im r--------i L----------------J � I I I I I I E lO ----------------� - r Z I j I I I I I I I Z I II a II II II II II II II II M III 1 FUTURE JUMP CREEK3 2 i OI I DZ IOIO - SUBDIVISION W I I > I I I I I I I I I I i , 1 1 I • a I I I I I I I I I I I I ;� I I I I I I I I I I __J I I -------------- \-:. I I I I I I I I I I I I I L--_--_--J L----_--_J L—_------J L_--_--_—J L_--_--_—J L_--_----J L—_--_--_J L—_--_---J L------_—J L---_____J L________J la ----- o I 1 PI 5 PI ... \ �— _... —PI P I O A r-- r--------� r--------7 r--------7 r-- ---� r--- ----� � :2'' O �...—...� � o 0 II BLOCK; 21 i l 1 ' Ii I LI ----------- --JD , 55— II I II IIII 50 0 25 50 100 J I I I I I I I I I I I I I I I s>: 15 18 17 18 j j 19 20 I 7 21 O 23 j j 24 25 I I r----------------T W • ' ' ' I I I I I I I I , , I I — �� III III SCALE IN FEET � I »=50 r I I O I �+ 1 I I I I I I I I I I I - I OI I r � I I I I I I I I .....___--- L— ---_—J _______ A Plans Are Accepted For P ublic `J - Street Construction . .. ...... . . O 00 w w .. ........... - - II B stamping and signing the improvement tans, the Registered w w - - - Y P 9 9 9 P P W. RI — _ w ....................................:::.::.::::::::::::.:.......... :.;....:......:.;...... :.....::::::....... ------- W -- - ,,,,,,,�� ;;;;; ;;;;; � _ Engineer ensures the District that the plans conform to all District s s -- — — — _ — — — — — — —IIII — — — _ _ W. RIVA CAPRI ST. W W W I - - e s s s s s s s s s s s - - —mod-NII - policies and standards. Variances or waivers must be specifical W 1 o.� /V s in 10 m ly and previously approved by the District in writing. Acceptance / .::::::::::::...............................................:..-::::::: :::...................................... ...... ......,:::. _ w I of the improvement plans b the District does not relieve the .-:::::............. P ............ II :.....:::.-::...::::::.-::;:;;;;;:;:::.:;;;;;;;;;:::;�;;;;:;;;,-;;;:;:::::. 1 BY DATE: BLOCK ZO ADA COUNTY HIGHWAY DISTRICT U ... _/. :: C44 IAN APPROVED FOR �I R CONSTRUCTION - la II BLOCK 20 I R These plans and/or specifications have been reviewed for ..J - _ T compliance with Meridian City Standards and Specifications. I : SI-A PI PI PI PI \R PI 1 �— This review does not relieve the owner, engineer, or contractor P PI�PI PI�PI PI PI PI -F- 1 - / 1: PI PI PI PI �' FIL PI PIS PI PI�PI PI RR� of the responsibility to design and/or construct those facilities IRR IR IRR IRR IR V in compliance with all current applicable federal, state and local laws rules regulations, ordinances development agreements, g p -:..................................:.::::::. ....................::::.::::::.-::::::.:.........:::::.::::::.::::::.-::::::.::::....::::.-::::::.::::::.::::::.-::.......................................:::.:................................. specifications, orders or approvals, all of which the City retains R p pp Y - ..............................-::::::.-:::: :::::: ........ DATE. e right to enforce. Inconsistencies not noted by City staff shall 02 25 2021 cc — — — — — - - — _ not be construed as approved unless specifically addressed PROJECT• in writing by the City. Any proposed revision to these plans must C2013-024 be submitted for review and compliance with the Meridian City -SHEET W. MCMILLAN ROAD Standards and Specifications before said revision is constructed. Name Date 6o2