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5.1 SHEET SEWER AND WATER PLAN AND PROFILE V1
LENGTH AS REQUIRED FOR DEPTH CORTEN ALL -THREAD FITTING TO FITTING, ONE (1) EACH SIDE. THRUST BLOCK AS PER ISPWC SD - 403 (TYP.) 2547- EXISTING GROUND EXISTING OR PROPOSED PIPING AT CROSSING / z SUPPORT NWPL AT CROSSING I PER SD-407 CORTEN ALL -THREAD FITTING TO FITTING, ONE (1) EACH SIDE. MAIN LOWERING AT CROSSINGS NOT TO SCALE EX. SSMH C4 O 1 I w CONSTRUCT 42 LF r8" WATER MAIN CONSTRUCT 207 LF 8" WATER MAIN 45' ELBOW (TYP.) (MJXMJ) -CORTEN ALL -THREAD FITTING TO FITTING, ONE (1) EACH SIDE. THRUST BLOCKS WITH CORTEN STRAPS WITH DUC-LUGS OR EYE BOLTS I 1 - SEWER LINE B SEE SHEET 5.3 5.0, ,oz l 77 �IDE _AVE. sTsts------------sT- $ I I I I � I __----- 2+85.96 r------ I r------ I r------+------ I r------+------- 4' 29'R 3+33.44 3+80.75 4+30.75 4+80.75 1 El 2530.93 41 29'R 4" 29'R 4" 29'R 4" 29'R I El 2530.77 I El 2530.62 El 2530.45 El 2530.29 I EX. SSCO D1 „ I I I I I I I I 1 I SSMH Al I I I I I I I I I I I I I I I I I SSMH A2 I I I I I I I I I I l 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 I I 1 1 I I i i t I I I I I I I I I I I BLOCK 1 I I I I I 120 I I I I I I I I I 1 d fN 00 2544- 000 O 7 U O N N O^N00 ((/I+MNLO 2541- VI X C.1Nz0 F :i » WV)Rz z 2538- I -------- II 2535- II II II II 2532- II II II II 2529- II II II II 2526- II II II II II 2523- II II I I------------------ 55 LF 8' PVC 00.41 (57 LF C-C) 252T+80 2+10 2+40 8+11.54 --� 4" 39'R El 2530.90 �� N. WILLOWSIDE AVE. Wi� $� - - ---- - - $ 3 2 0 1 s 1 s IFTF - o - sus -ems s�-s o s i U -01 $ 1 °'10 I I 5+30.75 I 5+80.75 I 1 i 6+30.75 6+80.75 I 4" 29'R 4" 29'R 4" 29'R 4" 29'R 1 El 2530.74 El 2531.35 El 2531.20 El 2531.03 7+42.52 4" 39'R OEl 2531,07 n BL OCK 20 ' KEYNOTES O REMOVE EXISTING BLOW -OFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION OF EXISTING WATER MAIN O 11-1/4' BEND (MJ) 03 45' BEND (MJ) ® 8"x8"x8" TEE (FLG) 2- 8" VALVES (MJxFLG) 1- 8" ADAPTER (FLGxMJ) O CONSTRUCT 11 LF 6" WATER MAIN 8"x8"x6" TEE (MJxMJxFLG) 6" VAVLE FIRE HYDRANT PER CITY OF MERIDIAN SD-W8 © REMOVE EXISTING SEWER CLEANOUT AND CONNECT TO EXISTING SEWER STUB. CONTRACTOR TO FIELD -VERIFY LOCATION & INVERT ELEVATION OF EXISTING SEWER MAIN. O POTABLE/NON POTABLE MAIN CROSSING. REFER TO WATER NOTE 2 - SEE COVER SHEET 1.0. ® POTABLE/NON POTABLE SERVICE CROSSING. REFER TO WATER NOTE 3 - SEE COVER SHEET 1.0. A 30 0 15 30 60 SCALE IN FEET 1 "= 30' nCA� 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-M"_ WATER METER LEGEND (PER CITY OF MERIDIAN STANDARD DRAWINGS W1,W2,W3 & W5) LOCATION PER MERIDIAN SD-W9 IF METER SHARES LOT LINE WITH FIRE HYDRANT. 3/4" DOUBLE METER SERVICE WITH 3/4" METER SETTERS 3/4" SINGLE METER SERVICE WITH 3/4" METER SETTER SERVICE MARKERS TO BE PROVIDED PER MERIDIAN SD SW-3. THECITYOF MERIDIAN REQUIRES THAT ALL WATER METERS AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. NOTE: ALL SEWER MANHOLES ARE TO BE 48" INNER DIAMETER, CONSTRUCTED PER ISPWC SD-501. THE SLOPE AND LENGTH OF SEWER MAIN IS CALCULATED FROM INSIDE FACE OF MANHOLE TO INSIDE FACE OF MANHOLE. ALL SEWER SERVICES ARE TO BE 4" DIA, PER ISPWC SD-511A, CONSTRUCTED AT 2.00% MINIMUM SLOPE. *SEWER SERVICE MUST BE CONSTRUCTED W/ CLASS 200 (SDR-21) PIPE. SEE WATER NOTE 3. BENCH MARKS WITBM TBM #1 - 2540.20 - RIM OF EXISTING SEWER MANHOLE AT ELMSTONE AVE PRESENT IN JUMP CREEK SUBDIVISION NO. 1. SEE SHEET 5.4. TBM #2 - 2542.33 - RIM OF EXISTING IRRIGATION MANHOLE PRESENT NORTH AT THE INTERSECTION OF BLACK CAT AND MCMILLAN ROAD. SEE SHEET 5.5. lc>( APPROVED FOR �p CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local 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 not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. Name Date 5g\ONAL FNc C,tSTFR�o GF 2 03/11/2022 � �82 F�TF OF C.) S. CRP CHECKED BY: DAVID A. BAILEY P.E. I Q IzIM W LL 0 n� I..L S Z Q J 0- 0. W Q ►� N Y W NW L.L U w 12 w� M13-024 SHEET I 3" SDR 21" PVC RISER EXTED 18" ABOVE GROUND Q 3" x 4" x 6" CINDER BLOCK (OR EQUAL) Q3 4" x 3/4" SADDLE MINIMUM ® 4" MAIN LINE MINIMUM QS 3/4" POLY PIPE 200 PSI © 6" x 3/4" 200 PSI POLY 18" ABOVE GROUND Q 3/4" BASS COMP. COUPLINGS ® 3/4" BRASS CURB STOP Q9 ROCK CHIPS ® 3" FEMALE ADD. �1 LOCATOR WIRE ® 3" PVC PLUG ® MARKER STEEL "T' POST v N.M.I.D "MODIFIED" TYPE A RISER LONG SIDE SERVICE DETAIL NOT TO SCALE 1Q 3" SDR 21" PVC RISER EXTED 18" ABOVE Q 3" x 4" x 6" CINDER BLOCK (OR EQUAL) Q3 4" x 3/4" SADDLE MINIMUM ® 4" MAIN LINE MINIMUM Q5 8" x 3/4" BRASS NIPPLE © 6" x 3/4" 200 PSI POLY 18" ABOVE GROUI Q7 3/4" BRASS CURB STOP ® ROCK CHIPS Q9 3" FEMALE ADD. ® LOCATOR WIRE Q 3" PVC PLUG ® MARKER STEEL " T" POST v N.M.LD "MODIFIED" TYPE A RISER SHORT SIDE SERVICE DETAIL NOT TO SCALE DOMESTIC WATER METER AIR RELEASE VALVE BOX COVER OBLITERATE 1 )4 " 200 PSI RATED WORDS "WATER METER" OR EQUIVALENT FORD NO. X43 CAST IRON WITH 13 Yz "LOCKING LIDS 6„ z (V 20" PVC IN 1 CU. YD. DRAIN ROCK TO BOTTOM OF VALVE FOR SUPPORT AIR VENT STATION DETAIL NOT TO SCALE -------------- DOMESTIC WATER METER 1 J4 " CURB STOP BALL BOX COVER. OBLITERATE VALVE SUCH AS FORD WORDS "WATER METER" B11-666SW FROM LID. FORD NO. X43 CAST IRON WITH 13 Xz " LOCKING LIDS 1 20" PVC Xz " BRASS IN 1 CU. YD. PIPE RAIN ROCK TO 07 \TFOR OTTOM OF VALVE SUPPORT DRAIN VALVE DETAIL NOT TO SCALE = ID o KEYNOTES 0 CONNECT TO EX. 4" VALVE �_ a it d 0 CONNECT TO EX. 8" VALVE C C3 w 30 CONSTRUCT DRAIN VALVE PER DETAIL THIS SHEET. •wig z_ ~ 3 ® CONSTRUCT AIR VENT PER DETAIL THIS SHEET. W z 3 z = 50 LOWER PIRR MAIN THROUGH EX. 16" STEEL SLEEVE ® d 0.00% PER DETAIL SHEET 5.1 �Q (2) 5 LF SECTIONS 8" PIRR MAIN = Z w CONST. 22 LF 8" PIRR MAIN (CENTER 20 LF SECTION W UNDER GIRR CROSSING IN SLEEVE). LLJ (2) 45- BENDS (MJ) LLJ Z CONST. INVERT OF SLEEVE:2533.00 'CU C4 � Z WO NOTE: CONTRACTOR TO VERIFY ELEVATION, LOCATION W < o & SIZE PRIOR TO CONNECTION TO EX. VALVES — INSTALL (2) 2" SCH 80 SLEEVES AS SHOWN IN C± w THE SHEET. ADDITIONAL SLEEVES MAY BE NECESSARY. COORDINATE W/ DEVELOPER. NAL cj�o ST ERFc'LF� LEGEND 03/11/2022� Q� SUBDIVISION BOUNDARY LINE 7 8 8 2 - CENTERLINE 1 RIGHT-OF-WAY LINE fF� N t-. \ � LOT LINE PIT CONST. PRESSURE IRRIGATION LINE CHECKED BY: WITH IRRIGATION RISER DAVID A. BAILEY P.E. DRAWN BY: ® GATE VALVE W/RISER BD Q MAINLINE DRAIN Q AIR RELEASE VALVE SCALE IN FEET 1 "=50' Plans Are Accepted For Public Street Construction O -!.W APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local 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 not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. M 0 z 3 0 Lj N Uj Q� o r tO a is it V J w d o � N 6 N o I z Z (0 • Q�jJ U J Z � O Z � Z Z Z 0 U _ W _ Q > 0 0 - m J W cn > - W Y 0 W W W U V) U V 0 W � J n >013-024 SHEET 6st r L BLOCK 22 �_________________� I I I I I I I I Q I I Ir----------------- I I O 3 I ' n I r------------ N I I 0 II � I I Ir ---- -----------I I I I I O ; 8 I I ' I L_____ _________J r---- --------I I ' I I II O I I I I 5 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 J I I r-----� I I r-----1 I I r------ I 1 I r------ 1 I I r------ 1 I I 17 I I I 18 I I I I I I 13 I I I I I I I I 14 I I I I I I I I 13 I I I I I I I I 12 I I I I I I I I 11 I I I I I I I I 10 I I I I I I I I O9 I I I I I 8 I I I O I I I I I I I I I I OB I I I I I I I I I I O5 I I I I I I I I I I O I I I I I I I I O3 I I I I I I I I I I I I O I I I I I I I I I I Oj I I I I I 17 I I I I I I L_____J I I Ip I J I I I I L__J I I I I I I I I L----- J I I I I L----- J I I I I L----- J I I I I L_____J I I I I L_____J I I I I L----- J I I I I L----- J I I I I L----- J I I L----- I I J I I I I L----- J I I I I L----- J X 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 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 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 L L I I I I I I I I I ------ ------ ---- W. APGAR ST. I I I I I I I I I I I BLOCK; 19 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 28 I I 27 I I O j I 29 I I ® ; 31 I I I I I I I I I I I I I I I I I I I I I I --------------------------------- + W. APGAR ST. I I I I --------- I I I --------- I I I I I I I , I I I I -------- I I I I r__—___—_r I I I I ' I I I I �I I I II I 13 I I I I I II I I 12 I I I I I I II I I 11 I I I I I I I II I I I 10 I I I I I I II I I O I I I I I I I I I O z • I I I I S I ' I I I I I I I I I— r III ID N r--------� I I r--------� I I I r________r r________r Q .... .III I I I I I I I I I I I I I I I I I I I Im I I I I I I I I I I I I I I I I I I I I I I I ; I 13 ; ; lg i i 17 i I 19 I I 19 I I I 20 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 W. RIVA CAPRI ST. E0 BLOCK 20 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 I I I I I I I I I I I I I I I I I I I I I © II ® II O II O II I I I I I I I I I I I I I I I I I I I I BLOC{; 21 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 21 I I O I I O j j 24 I I 23 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 O W. MCMILLAN ROAD _ W. RIVA CAPRI ST M r---------------- IL I r----- I - - - - - - - - - I I I I I I OI I RI r---- --------- i z I I v I I I m I I O r---- O D I� I I ' I ' 1 I L --------------- Ir ---- --------� I I I L---------- � III ---------------- L------------- -- I --------r I I I I BLOCK 20 I 1 I I 0 � FUTURE JUMP CREEK SUBDIVISION STREET LIGHTING 1. All street light construction shall be done in accordance with the current version of the ISPWC, the Meridian Supplemental Specifications to the ISPWC, and the National Electric Code. 2. A street lighting electrical permit shall be opened prior to starting work. Use the online Citizen Portal at https://citizenportal.merldiancity.org/CitizenAccess/ to open a permit and request inspections. 3. Installation will require inspections for the concrete base reinforcing, bedding, backfill, and for the pole and associated wiring. 4. Street light bases shall be located 10'min. from trees, 5'min. from fire hydrants 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 hard copy to the Meridian Public Works Department prior to requesting final inspection. 6. Contact the City Transportation and Utility Coordinator (208) 898-5500 for questions regarding Utility Conflicts, or to access locked meter pedestals. LEGEND ----- SUBDIVISION BOUNDARY LINE CENTERLINE RIGHT-OF-WAY LINE LOT LINE PI T CONST. PRESSURE IRRIGATION LINE WITH IRRIGATION RISER ® GATE VALVE W/RISER QD MAINLINE DRAIN G AIR RELEASE VALVE #77777C STREET LIGHT NUMBER NOTE: UNLESS OTHERWISE SPECIFIED, STREET LIGHTS ARE TO BE TYPE 2 PER MERIDIAN STANDARD DRAWINGS T1 & T2. ALL TYPE 1 LIGHTS ARE TO BE METERED. STREET LIGHTS ARE TO BE INSTALLED PER CURRENT CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS. SCALE IN FEET 1 "=50' Plans Are Accepted For Public Street Construction to APPROVED FOR CONSTRUCTION These plans and/or specifications have been reviewed for compliance with Meridian City Standards and Specifications. This review does not relieve the owner, engineer, or contractor of the responsibility to design and/or construct those facilities in compliance with all current applicable federal, state and local 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 not be construed as approved unless specifically addressed in writing by the City. Any proposed revision to these plans must be submitted for review and compliance with the Meridian City Standards and Specifications before said revision is constructed. �o V o = C7 w Z_ ~� W Z 3 = a Zw W W w w Z_ w 'cc W 0 Z wo Z W �o J N— w V m w 5g\ONAL FNc �oQ 10 C,\STFR�o GF F 2 03/11/2022 1 .�82 F�TF OFQ) S. CRP CHECKED BY: DAVID A. BAILEY P.E. Z I 0 W (n ILLJ o a = a a- o a rn N N 0 N z 7 Z (0 • UU Q • Z _J O _ Z � Z Z 0 o W Z V b o 0 m J V / / W � Y 0 W �W/ LL W U U W p J M13-024 SHEET (:U�)