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HomeMy WebLinkAbout5.4 SHEET SEWER AND WATER PLAN AND PROFILE V12550- 2547- 2544r 2541- 2538r 2535- 253c 2529- 2526- 2523- 2520- 251 f+80 Z I I II II I I TBM #1 EX. SSMH E5 II II I I III I I �I �1 3 I � II II I I III I � " II II I I EXISTING JUMP CREEK R SUBDIVISION NO. 1 I BLOCK O I O CONSTRUCT 101 LF "391 3+55.89 4" 39'L EI 1533.55 �EX! SSCO H1 5 " " 4 SSMH I C O ----------, I I MERIDIAN SEWER AND WATER EASEMENT_--� ^ I I I I I I oT 1 BLOCK 1 CONSTRUCT 137 LF O O IS 8' WATER MAIN CONSTRUCT 9 LF 8" WATER MAIN CONSTRUCT 234 LF CONSTRUCT 13 LF 8" WATER MAIN 8" WATER MAIN 4+11.89 4+67.89 5+23.89 5+78.11 4" 39'L 4" 39'L 4" 39'L 4" 39'L EI 1533.77 El 2534.00 El 2534.29 El 2534.61 � ! C5X T I r C3 11.0' 7+43.48 4" 27'R El 2534.41 O N 7100 w w I w w w w a I" 5 . ELMSTONE IAVE. 5 5 2 41 r�---r--- o s s F �..� � 9+44 (4Y Si SEWER LINE B SEE SHEET 5.3 n SEWER LINE A SEE SHEET 5.2 U MO 6+73.48 -� 4" 27'R El 2534.99 _SSMH C2 �111111111 I � � � �111111111 I ` r �IIIIIIIIIIIL -- Z tj 00 Z N 00 00 Na0 000 Sri W � N� 04 'N N SS H C3 00(0 (o 0'r3 �°�' Oo r� NODry 0 a STA:8 25.07 iO 00 co'?N ro 00 00 _ rn�'nN 00 N U) �oNLO � LOIN Z: ID 0 INV IN:2529.05 RIM:2 8"E BLO 41.33 KOUT W C21 6 Or 'In CV U0)�N� tnF� > _ N+U)N» o o N N 0+ NNN�0 Lo O S �aM» M N z 0 0N N z00 XH�>> NN F'ZZ INAL GRADE ' Q>>> z z I Ld in — — — — — — — — — -- EXISTING GRADE-----) 12" C-900 STORM DRAIN 8" ATER MAIN II 8" W TER MAIN II II II II II II II II II II 173 4 e II 0 7i" LFV C C) II ®.S E. II II II 240 252 LF — pVC ` LF C�Ci I I 111 12� C�G� SEWER LINE C PROFILE I HOR: 1 "=30' u VER: 1 "=3' 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 2550 2547 2544 2541 2538 4-MM 4*41 2523 4*01 KEYNOTES Q1 REMOVE EXISTING BLOW -OFF ASSEMBLY AND CONNECT TO EXISTING 8" WATER MAIN. CONTRACTOR TO FIELD VERIFY LOCATION & ELEVATION OF EXISTING WATER MAIN O 8"x8"x8" TEE (FLG) 2- 8" VALVES (MJxFLG) 1- 8" ADAPTER (FLGxMJ) Q3 REMOVE EXISTING SEWER CLEANOUT AND CONNECT TO EXISTING SEWER STUB. CONTRACTOR TO FIELD -VERIFY LOCATION & INVERT ELEVATION OF EXISTING SEWER MAIN. ® POTABLE/NON POTABLE MAIN CROSSING. REFER TO WATER NOTE 2 - SEE COVER SHEET 1.0. Q5 POTABLE/NON POTABLE SERVICE CROSSING. REFER TO WATER NOTE 3 - SEE COVER SHEET 1.0. © CONSTRUCT 11 LF 6" WATER MAIN 8"x8"x6" TEE (MJxMJxFLG) 6" VAVLE FIRE HYDRANT PER CITY OF MERIDIAN SD-W8 Q7 CONSTRUCT 2" BLOW OFF ASSEMBLY PER MERIDIAN W12 ® 90' ELBOW (MJ) 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 SO SW-3. THECITYOF MERIDIAN REQUIRES THAT ALL WATER METERS AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED. ALL 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. CNl 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. Name Date �o V o = C7 Z ~� W 3 Z = a Zw W fZ' � W w w Z w 'cc m Z LLI < o J N- w w \pNAL F TF OF S. CRP% .E. z a 0 o a a r U J a N w N N N o N w a I fN o > I M Q' Z W (D • U IJ L.L • Z O O U_ Z LL Z 0� Q Z W Z V / - J � n� L.L m 0 J I W W W Q Y W W U (� L.L O n W J � I rn 5A.