·, . " . • . 1W\0 \ •• �� .,,. ./ :, ' / r" ,, .. . ,,.,, w..-i;,,,,,.rr,,. . , NOTE· ALL EXISTING GRAVITY SANITARY SEWERS ARE 8" VCP UNLESS NOTED OTHERWISE. LEGEND .. ___ ,.._ __ _ 10 e e 0 .. [iQ] EXISTING SANITARY GRAVITY MAIN EXISTING SANITARY GRAVITY MAIN TO BE LINED EXISTING SANITARY GRAVITY MAIN TO BE CLEANED AND TELEVISED EXISTING SANITARY FORCE MAIN EXISTING SANITARY MANHOLE AND NUMBER EXISTING SANITARY MANHOLE TO BE LINED EXISTING SANITARY LIFT STATION EXISTING SANITARY GRINDER PUMP EXISTING SANITARY CLEANOUT PROPOSED SANITARY PLUG VALVE SMOKE TEST REPORT NUMBER (SEE SPECIFICATION) SPECIAL NOTES ; � S.N. 1 CLEAN AND REMOVE DEBRIS IN EXISTING MANHOLE • ' .'(: . 1 -,--:--·, �.,,._ � I ' ""· �� ,i;: S.N. 5 "'-�� '-�"'� 's• • -� , ' "-'llr" . ·,.. ' •• "-..::' .._ � 'MAIN LIFT _ .�STATION No. ,, �, � ; TELEVISE, CLEAN AND REMOVE DEBRIS IN EXISTING 8'' GRAVITY MAIN if i�[�- S _ . _ N _ . _ 2 -+ (=LE=N=G=T=H�IN�F�T�.) --,--==========:-cc=:c-c-:---r."s. � g CLEAN AND REMOVE DEBRIS IN EXISTING 48" MANHOLE, INSTALL A � � S.N. 3 COMPLETE POLYUREA LINER/ CEMENT REPAIR FOR REHABILITATION £ § OF MANHOLE (DEPTH IN FT.) ���--��==-=-=-=---------=-=-=::-1 :C N INSTALL NEW PRE-CAST CONCRETE RISER RINGS WITH EXTRUDABLE � � S.N. 4 GASKET MATERIAL TO RAISE CASTING A MINIMUM OF 6 INCHES ABOVE � : GRADE OR AS SPECIFIED ON SHEET W 0 � � REMOVE EXISTING FRAME/ LID AND INSTALL A NEW FRAME/ LID WITH : 3 S.N. S EXTRUDABLE PREFORMED GASKET MATERIAL 0 • i � S.N. 6 INSTALL A NEW I/ I PREVENTION LID LINER 3:' ; REMOVE EXISTING FRAME/ LID AND RE-INSTALL FRAME/ LID WITH � � S.N.? EXTRUDABLE PREFORMED GASKET MATERIAL W N � " :S <O REPLACE BROKEN CLEANOUT AND CAP !:!: t! S.N. 8 S.N. 9 ;- i CAP OPEN CLEANOUT N 0 t3 .9 CAP OPEN SEWER LATERAL N � S.N. 10 � £ REINSTATE SERVICE LATERALS (ESTIMATED COUNT) � � S.N. 11 � � POINT REPAIR ON GRAVITY SEWER MAIN S.N. 12 • • 8 � POINT REPAIR ON GRAVITY SEWER LATERAL � ;::J S.N. 13 ' - 3 � INSTALL 8" CURED-IN-PLACE LINER (LENGTH !N FT.) - � S.N. 14 N •. �lL����1N�s;T;A L� L�A�N�s; "�HY�D�R�o�P;H;1L�1c�E�N�D�s�E�A�L=.::::::..:..=::::;;;;.;;;:;;..:;.��!t;...1!l � � S.N. 15 PROPOSED SANITARY FORCE MAIN BYPASS CONNECTION DETAIL "A" NOT TO SCALE ALUMINUM DUST CAP WITH LOCKING HANDLES AS MANUF. BY EVER-TITE COUPLING CO., INC. NEW YORK, N.Y. OR EQUAL N • OTES: CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF EX. FORCE MAINS PRIOR TO ORDERING MATERIALS 6" D.I. 90° FITTING (VERTICAL) 6" ANCHOR COUPLING 6" PLUG VALVE 8" MEGA-LUG 6" ANCHOR COUPLING 8" D.I. SLEEVE 8"X8"X6" D.I. TEE FLANGE WITH 4" MALE QUICK COUPLING ALUMINUM ADAPTER, TYPE FLA AS MANUF. BY EVER-TITE COUPLING CO , INC. OR EQUAL 8" MEGA-LUG 8" D.I. SLEEVE 8" D.I. SLEEVE 6"X4" D.I. REDUCER (AS REQUIRED) 6" PVC SDR-21 8"X8"X6" D.I. TEE • MINIMUM OF 42" COVER FOR ALL • FORCE MAINS FULL DEPTH GRANULAR BACKFILL REQUIRED UNDER ALL DRIVES AND ROAD WAYS • CONTRACTOR TO INSTALL VERTICAL FITTINGS AS REQUIRED EX. GRADE 6" D.I. 90° FITTING (VERTICAL) 8" MEGA-LUG 8" D.I. SLEEVE AJ EX. 8" PVC SDR-21 8" ANCHOR FORCE MAIN COUPLING PLAN VIEW PROPOSED SANITARY FORCE MAIN BYPASS LINE DETAIL "B" NOTTO SCALE EX 8" PVC SDR-21 FORCE MAIN EX. 6" C.I. FORCE MAIN TO BE RETIRED IN PLACE • N• OTES: CONTRACTOR SHALL FIELD VERIFY SIZE AND LOCATION OF EX. FORCE MAINS PRIOR TO ORDERING MATERIALS • MI NIMUM OF 42" COVER FOR ALL FORCE MAINS • FULL DEPTH GRANULAR BACKFILL REQUIRED UNDER ALL DRIVES AND ROAD WAYS • I NSTALLED TRACER WIRE WITH FORCE MAIN BYPASS LINE INSTALLATION • CONTRACTOR TO INSTALL VERTICAL FITTINGS AS REQUIRED 6" ANCHOR COUPLING 8"X6" D.I. REDUCER EX. 8" PVC SDR-21 FORCE MAIN 8" ANCHOR EX. 8" PVC SDR-21 COUPLING FORCE MAIN SECTION VIEW "A" 6" MEGA-LUG 6" D.I. 45° FITTING 6" PVC SDR-21 FORCE MAIN 6" VALMATIC PLUG VALVE "C.I. FORCE MAIN EMAIN IN S VICE 6" D.I. SLEEVE 6" MEGA-LUG 6" ANCHOR COUPLING 8" MEGA-LUG 8" D.I. SLEEVE 8"X8"X8" �'---,-,8" ANCHOR COUPLING 8" MEGA-LUG 8" D.I. SLEEVE EX. 8" PVC SDR-21 FORCE MAIN TO REMAIN IN SERVICE COUPLING 8" VALMATIC PLUG VALVE T, CAP AND BLO EX. 6" C.I. LAGOON C.I. LAGOON INFLU INFLUENT SHOWN AS RETIRED SECTI '11,,<r."1;'.:lcROSS HATCHED TO ��r�..._f,�,:-'-, ':"'-i::::':.;�r"7''"'� BE RETIRED IN PLACE 8" CJ. GRAVITY SEWE� bAGOON"EFFLUENT. -�f30:��E�T F-♦-- --; PROPOSED SANITARY FORCE MAIN BYPASS LINE (SEE DETAIL "B" ON THIS SHEET) CUT, CAP AND BLOCK EX. 6" C.I. LAGOON INFLUENT ON RETIRED SECTIONS OF PIPE PLUG INVERT OF EX. 6" C.I. LAGOON INFLUENT AT MH C 8" ANCHOR COUPLING EX. 8" PVC SDR-21 FORCE MAIN TO REMAIN IN SERVICE CUT, CAP AND BLOCK EX. 6" C.I. LAGOON INFLUENT ON RETIRED SECTIONS OF PIPE CONTROL BUILDING t_-7EX. 6" C.I. LAGOON INFLUENT SHOWN AS CROSS HATCHED TO BE RETIRED IN PLACE CONTACT K (NOT IN SERVICE) EX. 8" CULVERT TO REMAIN IN SERVICE ·��� -: ,-7_'5::,:'""."l,-_--:---..::: ..,....,,...,,, EAST LAGOON No.2 6 FLUENT STRUCTURE INV. 610.00 OTTOM ELEV. 611.00 OW WATER ELEV. 613.00 IGH WATER ELEV. 616.00 . 619.00 4 5 7 8 ' ci;,. w w co 0 0 BID SET 0 z PLAN SHEET Designed By: Drawn By: Checked By: CWR CZM EKP Issue Date: Project No.: Scale: 1 /28/26 2022072·01 AS SHOWN Drawing No.: 9 Sheet 9 of10 45320 Do Not Use Plan Previews for Take Off
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