Midwestern Engineers, Inc. Plan Preview

0 u 0 j 0 oo' N •' �I j 0 w w ' 0 $ �o ti cg 3 □o ' ;, - 111 ,9 NOO om -> �o - I'> 00 N - ,.,g " .� ��- " r �" "� ·O I" u zZ O�I o. By ~N 5£ " . <c ,-._- ( I y ( VALVE BOX WITH LID (USED FOR LOCATING) 1 PER 500', USE TYLER/UNION 6850 SERIES W/ "SEWER" LID OR APPROVED EQUAL. KEY ACCESS AREAS AT AIR RELEASE VALVES, CASING TERMINATION AND AT EACH NON TYPICAL INTERSECTION TYLER UNION VALVE BOX (TOP SECTION) WITH COVER (TO BE MARKED) �f%%%%%%%%� ���i�i�iiit �:::::=:::::-� PROVIDE ENOUGH TRACER WIRE SO TO PERMIT WIRE __::::,�TYLER UNION 6500 SERIES 93D SERVICE BOX TOP WITH UD TO BE PULLED TO 36" ABOVE FINAL GRADE TRACER WIRE TO BE SLEEVED BETWEEN SERVICE BOX (TOP HALF) AND VALVE BOX HALVES TRACER WIRE TYLER UNION 6500 SERIES 93D SERVICE BOX BOTTOM • 5' INTERVALS ., I TAPE AT I 12" MINIMUM STONE BE:7WEEN BOTTOM OF VALVE BOX AND TOP OF PIPE / � FUTURE OR EXISTING 6" SANITARY LATERAL NEW FORCE MAIN NOTE: 1. THE TRACER WIRE SHALL BE CAPABLE OF 1 AND DEMONSTRATED TO HAVE, CONTINUOUS TRANSMISSION OF TRACING SIGNAL ALONG THE FULL LENGTH OF THE INSTALLED PIPE. 2. CONTINUOUS INSULATED #12 AWG SOLID COPPER CLAD STEEL CONDUCTOR. THE WIRE SHALL BE INSTALLED ALONG THE PIPE, FASTENED SECURELY TO THE PIPE AT FIVE FOOT INTERVALS, AND TERMINATED ABOVE GROUND WITH THE LEAD TAPED AROUND EACH STRUCTURE. 3, FOR OPEN CUT INSTALLATION USE COPPERHEAD® 123DG-HS OR APPROVED EQUAL. 4. FOR DIRECTIONAL DRILL INSTALLATION USE COPPERHEAD® SOLOSHOT'" 124SG-EHS OR APPROVED EQUAL. S, IF DIRECTIONALLY DRILLED, DOUBLE WIRE REQUIRED. 6. ALL WIRES SUBJECT TO CONTINUITY TEST, ?. TRACER WIRE AND BOX SHALL BE INSTALLED ON FORCE MAINS. S, iAPE WIRE iO PIPE AT 5' INTERVALS. FORCE MAIN TRACER WIRE AND BOX NOTTO SCALE 15 1/2" 10 1/4" 7 1/2" / '� /.L-77'--_______ USF 7631 OR UTILITY APPROVED EQUAL CAST IRON CLEANOUT FRAME AND LID INSTALLED FLUSH WITH FINISHED SURFACE EXISTING GRADE PVC PIPE 45 ° BEND PVC PIPE WYE SEE BACKFILL AND BEDDING REQUIREMENTS SEWER LATERAL TYP. 6" (MIN.) @ 1.0% (MIN.) SLOPE UNPAVED AREAS PAVED AREAS MANHOLE FRAME & COVER: ASTM A-48, LATEST EDffiON, CLASS 35 WITH 24" DIAMETER FRAME. IN TRAFFIC AREAS: 7" MIN. HGT., EQUAL TO EAST JORDAN 1022 OR EQUAL WITH HEAVY DUTY COVER, MACHINED BEARING SURFACE & CONCEALED LIFT HOLES. (SET LID FLUSH WITH FINISHED STREET SURFACE). EAST JORDAN 1450B1 MANHOLE FRAME W/MEDIUM VENTED COVER ADJUSTING RINGS AS REQ'D, IN NON-TRAFFIC AREAS: 7"HGT,, EQUAL TO EAST JORDAN 1022 WITH MEDIUM DUTY COVER, MACHINED BEARING SURFACE & CONCEALED LIFT HOLES. SET TOP 2" ABOVE GRADE (AFTER EARTH SETTLEMENT). MIN. 1 GRADE RING (SEE SHEET WW-06 FOR GRADE RING NOTES) ' 0 in cl • 0 3/4" MINIMUM PERFORMED BUTYL RUBBER BASE FLEXIBLE GASKET MEETING FED. SPEC. SS-S-210A. COVER INTERIOR AND EXTERIOR JOINT WITH NON-SHRINK GROUT. !-----�/------,,� __ ,__.,, ___ _,-�.-, 4' - O" MIN. £, e----------------------- 1 q 3"X2" STN STL PIPE NIPPLE & 3" S.S. COUPLING 3" THREADED ARI 0-025 OR EQUAL 3" STN STL BALL VALVE 3"X6" STN STL PIPE NIPPLE / 4" MJ CAP DRILL & TAP 3"0 HOLE t 6" MIN. Ii cl 0 n 4 4 • ' 0 4 NOTE: 1. USE STAINLESS STEEL AT LIFT STATION. 2"X8" CONC BLOCKS "1 0 4 2 NYLON ELSEWHERE UNLESS SPECIFIED BY ENGINEER. • 4 cl cl q " PAVEMENT SECTION PRE-CAST FLAT TOP SECTION. ASTM C-478, 4000 PSI CONCRETE WITH REINFORCING. JOINTS: SEAL BETWEEN CASTING AND EACH RING MINIMUM SIZE 3/4" PREFORMED BUTYL RUBBER SEALANT MEETING ASTM C-990. PRIME EXTERIOR OF JOINTS WITH BITUMINOUS PRIMER PRIOR TO WRAPPING. ALL JOINTS SHALL HAVE EXTERIOR JOINT WRAP MEETING THE REQUIREMENTS OF ASTM C-877, MINIMUM 6" WRAP. IN INSTANCES WHERE JOINT IS BELOW WATER TABLE, JOINT SHALL BE SEALED WITH A CONTROLLED EXPANSION WATER SEAL EQUAL TO CONSEAL CS-231. PRE-CAST STANDARD MANHOLE. ASTM C-478, 4000 PSI CONCRETE WITH REINFORCING. MECHANICAL JOINT TEE W/ 4" BRANCH & MEGALUG JOINT RESTRAINTS PSX WATERSTOP PRECAST CONCRETE BASE SECTION 3500 PSI CONCRETE, ON MIN. 6" NO.SOR NO. 2 CRUSHED STONE BEDDING 3. TRACER WIRE BOX SHALL BE PRESENT ON ONE SIDE OF THE AIR RELEASE VALVE. 4. FOLLOW BACKFILL REQUIREMENTS PER WW-09. SANITARY SEWER FORCE MAIN AIR RELEASE VALVE NOTTO SCALE SEWER CUSTOMER'S PROPERTY EASEMENT OR RIGHT-OF-WAY ---1\,,�--=::::.=.=-=-..:.:::__::_:_:___-J--_____ ___'.:'.=�c:.:=_:_:_:::__:.::c:_______ FUTURE OR EXISTING SANITARY LATERAL (WHEN INLINE LAYOUT REQ'D) =--------- ( I y ( '----------- A INSTALL 1/2" PERFORMED JOINT AROUND CASTING _) EASEMENT, RIGHT-OF-WAY OR I PROPERTY LINE CAST IRON CLEANOUT FRAME AND LID WYE 45 ° BEND SEWER LATERAL A HYMAX COUPLING OR APPROVED EQUAL IF APPLICABLE EXISTING SANITARY/COMBO SEWER LATERAL SPRINGLINE NOTE: 1. TO BE USED ON 15"0 PIPE OR LARGER. I 2. SADDLE TAP SHALL BE KOR-N-TEE OR APPROVED EQUAL. 3. LATERAL CONNECTIONS SHALL BE 6"-10''. 4. CORE BIT PER MANUFACTURER SPECIFICATION. 5. HOPE AND PVC PRODUCT SHALL BE DETERMINED BY THE EWSU REVIEWER. MATERIAL & DIAMETER vs PREFERRED PRODUCT MANUFACTURER ANO /OR PROCESS 1 5 " 18" 24"+ RCP INSERTA-TEE INSERTA-TEE INSERTA-TEE HOPE TBD TBD TBD PVC TBD TBD TBD BRICK GUNITE TBD TBD KOR-N-TEE MEDIUM/LARGE DIAMETER SEWER TAP NOTTO SCALE PVC SDR-26 (MIN.) WITH 6" WYE BRANCH EXISTING SANITARY SEWER PIPE HYMAX COUPLING OR l"',----APPROVED EQUAL IF APPLICABLE PVC SDR-26 (MIN.) t t PVC SDR-26 (MIN.) EXISTING SANITARY SEWER PIPE F -=-=-=-=--, \ EXISTING NEW \ '-------------------L-1-------l_}-----------------'.., PLAN VIEW NOTE: 1. FOR COUPLINGS OF 12" AND LESS IN DIAMETER, THE PIPES MUST BE INSERTED A MINIMUM OF 2.25" INTO THE COUPLING. J.=.=�.=-::1- I BOTTOM OF TRENCH _/ SECTION 'A-A' STANDARD SANITARY CLEANOUT IN UN-PAVED AREAS NOTTO SCALE 2. FOR PIPES LARGER THAN 15" DIAMETER, SEE DETAIL WW-43. 3. ROMAC, GENECO, OR STAINLESS TAPPING SADDLE TO BE ALLOWED UNDER SPECIAL CIRCUMSTANCES AS APPROVED BY EWSU. 1/4" MAX SANITARY SERVICE CONNECTION TO EXISTING PIPE NOTTO SCALE TYPICAL DETAILS f- z LU 0:: 2 LU LU µ,l z f- > o�� µ,l (/) LU (L > f- 2 0 (/) - 0 4: 2 0 z al S LU ,,; ::, - f- 0 (f) LU (f) z wQ > CJ >- r:: f- <l'. (/) �o z 0:: z 0:: ::, <l'. LU �.-l 0 0 0:: f- () U O <l'. � z >- 2 s r 0 0:: 0:: 0 " f- 0 z >, z f- <l'. ::, (/) " t""" 0 ,, Z uOO <l'. f- u Ou il:'. LU 0 REVISIONS BID SET C 2024 Midwe.,1cm Enginc.:rs. In.:. 802 Wes\ Broa<lway StR-et P.O. Box 295 Loogook-c. lnrliana 47553 DAT£ FEBRUARY 2024 DESIGN CWR DRAWN DRK,!'BDH Q.C. CHECK RAB PROJECT NUMBER 2022038-04 29 29 OF 48 I Fllf NUMBER I 43899 Do Not Use Plan Previews for Take Off