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0 0 0 <br />0 0 0 <br />o <br />UU SS 10 \\\ I I #jN\IT 2 UNIT 11 �� <br />47 LF 8" WATER L _ - WW <br />n n <br />• WORKS GRADE 150 W • • ` - - - - - - Q `• <br />• �+CS <br />i•• •• • C$ <br />'r PSI PRESSURE1. <br />r <br />RATED PIPE /L PP W <br />PP <br />Caned Sewer MEETING AWWA J :,+•• Z a <br />Ex. 16 titer STDS. 80 LF - 8" PVC SDR 35 @ 1.75% o I--1 W a " <br />-{� W Main LINE ��A�� J kO <br />, SAN. CLEAN-OUTW SAN. CLEANOUT ,. EX. SAN STR. NO. i W S Sta. 11+33 "A" Sta.100+92 "B" <br />TR.NO.10 /STR. NO. 10 LF - 8 PVC SDR 3�@'0.50% <br />Sta. 10+00, A Sta. 10+51 A Rim: 705.67 <br />= Sta. 200+00, "C"� ��c - Sta. 10+51, "A" Rim: 704.26- /= Sta. 200+00, "B" •. - LINE ��8�� <br />' 8" IE: 698.42 <br />sj = Sta. 200+00, "B" 8" IE: 699.26 48" Dia. Sanitary MH <br />Ex. Sanitary MH � 48" Dia. Sanitary MH - GRAPHIC SCALE , ` I $S /�����i I S �j/ SS <br />Rim:703.81 \ 'QI� Rim:704.11 20 0 10 zo 40 /Rim:704.11 I�j n n <br />Ex. 15" IE (W): 695.05\ C' VV 8 IE (N): 697.96 „ . UNIT IT 4 uNIT 6 GRAPHIC SCALE <br />Prop. 8" IE (E): 695.50 Tic 8" IE (N): 697.96 / / ` ' <br />1 ( ) \S� � / 8 IE (E): 697.86 � zo o io zo ao <br />Prop. 8 IE (NW): 696.95 \ FT \ 8" IE (E): 697.86 / / / 8 IE (W): 697.76 <br />8" IE (W): 696.30 � 1(�IN FEET U ft .. <br />( IN FEET) <br />1 inch = 20 ft. <br />705 <br />- <br />EX. SAN. <br />STR. NO. 1 <br />LINE "A" STR. NO.10 <br />MAIN <br />80 LF - 8" PVC SD <br />747 LF 8" WATER WORKS GRADE <br />150 PSI PRESSURE RATED PIPE <br />MEETING AWWA STDS. <br />CLEAN OUT <br />705 <br />700 <br />700 <br />1 <br />8" WATER <br />695 <br />11 <br />695 <br />Carnhined <br />Sewer <br />690 <br />_-_--- <br />690 <br />ORM <br />0 <br />0 <br />0 <br />LnCD <br />0 <br />0 <br />CD <br />LINE "D <br />�L <br />\ GB" DI.. S.nidN MH <br />UNITS <br />7-10 <br />UNIT 5 <br />UNIT 6 <br />W <br />= <br />Z <br />m <br />IP <br />J <br />I UNIT 3 <br />- UNIT 4 <br />W <br />I <br />UNIT 1 <br />J UNIT 2 <br />UNIT <br />11 <br />Existing SAN. <br />CLEAN -OUT <br />II vI <br />LINE "B" <br />STR. NO. 10 <br />705 <br />705 <br />700 <br />695 <br />- 8" Downspout Header <br />90 LF - 8" PVC SDR 35 @ 0.500/c <br />700 <br />695 <br />O <br />ONi <br /><:) O <br />M <br />O <br />M <br />_ 100+00 1 <br />10+00 11+00 w. R NS7- P <br />LINE "A' <br />LINE "All KEY MAP <br />LINE "B <br />Scale: 1" = 60' <br />LEGEND <br />a 0 0 ss 6" SDR 35 PVC Sanitary Service @ Min. 1% 0 <br />w/Sanitary Clean -Out @Building <br />110 <br />o 0 � Common Access, Sewer, Water & Drainage 0 <br />o O O O Easement (See Plat) 0 <br />N W Water Main M <br />Ln STIR. NO. 11 _ L -� <br />z I / O ):Sta. 200+40, "C" O # O \ STIR. NO. 12 I < 8" Downspout Header <br />0 <br />E­ 48" Dia. Sanitary MH _ - _ _ Sta. 201 54, �C <br />� '• � Rim: 704.88 48" Dia. San ta�y MH � StaN300+ OCLEAN-OUT <br />EX. SAN STIR. NO. 1 c� . a 8" IE (N): 698.00 <br />A /D E Rim: 706.00 Pp Rim: 706.58 <br />a Sta. 10+00, 8 IE (SE): 697.10 / 8" IE (E): 701.00 8" IE: 701.39 <br />z Ex. Sanitary MH // I O L35 111 LF - 8" PVC SDR 35 @ 1.00% 8" IE (S): 699.11 1 STIR. NO. 12 78 LF - 8" PVC SDR 35 @ 0.50% I <br />Rim: 703.81 ic QVGS i_ Sta. 201+54, "C" o <br />„„ <br />Sta. 300+00, "D" _� " < < < < <br />� Ex. 15" IE (W): 695.05 36 LF - @ o.4po�o LINE C N E <br />o Prop. 8" IE (E): 696.95 o a o W 1 48 Dia. Sanitary MH �i �o <br />o Prop. 8 IE (NW): 696.95 - a 0 Rim: 706.00 V S �\ <br />N t • / S / SSA S J - 1 8" IE (E): 701.00 - <br />n ^ 8" IE (S): 699.11 LU \\ GRAPHIC SCALE <br />L - <br />N _ . � o GRAPHIC SCALE 20 0 10 20 40 <br />LU NIT <br />I / / UNIT 5 20 0 10 zo 40 L/Z <br />� <br />LL <br />.j, „ LL�L LLLLL/ LLLL Li ,. L -' <br />0 ( IN FEET) 1 inch FIN E 0 ft. <br />Z 1 inch = 20 ft. <br />Q <br />Z <br />g <br />a <br />U <br />Ln <br />Z <br />g <br />J <br />J <br />0 <br />a <br />ULU <br />z <br />a <br />0 <br />w <br />w <br />0 <br />O <br />U <br />Z <br />O <br />a <br />STIR. NO. 11 <br />12 <br />LINE "C" <br />LINE "C„ <br />STIR. NO. <br />EX. SAN. <br />STR. NO. 1 <br />- <br />- - <br />705 <br />705 <br />ownspou acier <br />700 <br />700 <br />„ <br />SDR <br />11LF-8"PVC SD <br />695 <br />35 @ 0.40% <br />695 <br />LU <br />r, <br />O <br />M <br />O <br />RK <br />0000 <br />O <br />M <br />CD O <br />r,� <br />pip O <br />N <br />LA <br />O <br />r,� <br />Ln L6 <br />� O <br />r,� <br />1- <br />00 <br />LO LA <br />O <br />r,� <br />00 N <br />,-� <br />Ln '6 <br />D O <br />r,r\ <br />,--i 00 <br />N <br />� <br />CD O <br />r*-. <br />705 <br />LINE "D Proposed SAN. <br />STIR. NO. 12 LINE "D" CLEAN -OUT <br />Existing <br />705 <br />- - <br />8" Downspout Header <br />700 <br />700 <br />78 LF <br />- 8" PVC SDR 35 @ 0.50% <br />5P <br />695 <br />ko <br />CO <br />'6 <br />� O <br />M M <br />l0 t6 <br />� O <br />N <br />% toO <br />C) O <br />F(=) <br />C) C)200+00 201+00 300+00 <br />N <br />v <br />N <br />NOT FOR PRICING <br />N �� �� �� �� NOT FOR CONSTRUCTION <br />N LINE C LINE D FOR REVIEW ONLY <br />LU <br />O <br />0 1 1 NO. I REVISION DESCRIPTION: I BY: I DATE: J <br />00oo <br />° <br />z <br />O 0 -0-0 <br />h <br />O C C <br />p O ° <br />"O <br />C <br />O <br />>=Y <br />o <br />V <br />U <br />o <br />U <br />Q <br />Q <br />p� CCD <br />01 <br />�m ° <br />o�r3 >. <br />C 7 <br />c <br />N O <br />cc N Ci <br />,L <br />O <br />u <br />Q <br />Z <br />> <br />U <br />Q <br />'oS <br />o <br />c v <br />`ZOO U <br />m <br />a <br />o� 2 <br />a <br />m N N E <br />* I uLL. 0 <br />CO un � � a <br />U <br />u <br />H <br />Z <br />W <br />H <br />CL <br />�OWa <br />Z <br />O <br />W �g <br />V>�o <br />W Zz <br />ZaFz <br />OJT= <br />A/ <br />W <br />0 <br />Q <br />�Z <br />W <br />LU <br />a <br />a <br />J <br />LL <br />O <br />CL Q <br />oW <br />Z <br />Z <br />Q <br />J <br />Z <br />Q <br />CL <br />w <br />LLJ <br />w <br />DRAWN BY: <br />NAZI <br />DESIGNED BY: <br />OSK <br />PM REVIEW: <br />SDR <br />QA/QC REVIEW: <br />DSK <br />DATE: <br />05/13/2025 <br />SEAL: <br />:No. PE 19900163i _ <br />STATE OF ' Q <br />�i�����' .AND I ANP;•����`�� <br />SIGNATURE: <br />DATE: <br />0511J12025 <br />SCALE: <br />HORZ: 1" = 20' <br />VERT: 1" = 5' <br />ACI JOB # <br />24-1420 <br />SHEET NO. <br />C4,1 <br />