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HomeMy WebLinkAbout1.03 Sanitary & Sewer■ . SS i I EXISTING LIFT STATION f IBSSMH 47 STA 70+89.2463.31' R ` 88.15 L.F. ,� k 18" YELLOWMINE PVC OXO ■ i ss LP, 43.37 L.F. 8" YELLOWMINE PVC 89.72 L.F. 8" YELLOWMINE PVC IBSSMH 46 STA 70+23.144.98' R I I 135.18 L.F. 8" YELLOWMINE PVC SS SS 400.00 L.F. 8" YELLOWMINE PVC SS 78.74 L.F. 8" YELLOWMINE PVC 74.50 L.F. 8" YELLOWMINE PVC .. IBSSMH 45 STA 69+79.454.51' R ss s sue vas 67+00 68+00 ►su . • IBSSMH 44 STA 68+87.203.05' R SS • ! SS IBSSMH 43 STA 67+50.445.05' R ens 65+00.y SS SS CENTERLINE PLAN BLUE HERON DRIVE SANITARY SEWER PLAN STA: 61+91.64 TO 70+89.24 64+0▪ 0 - SS gess IBSSMH 40 STA 61+91.645.93' R IBSSMH 41 STA 62+68.664.84' R IBSSMH 42 STA 63+50.065.54' R 5o KEYMAP SCALE. 1"=500' GRAPHIC SCALE 0 25 50 100 200 ( IN FEET ) I moll - 50 ft_ 5960 5955 - r 4- 5960 5950 00 # 0).O . r e) R- Orn 'n O H -'t to - r 00 m D 90 nZON 5935 r'D CO r)cgo CON. CO O N F N N .07 NN 6j� CO Z' 'cr Ln xl OrnYri�< >E- >NZONIM WEZZU Mtn z (0 rn Z tool -to Oif rei a NOO)'' N + r) Loi- • O O) 1) O ri 0 •0 ^ OI (o00 L-; cc; n + * tO H r• oo so) 1.0 Zg N • N M0) 0 0 +d nH Z -0) 0 O (0 In Z O N cf)FQ-»I3 O], iv Z Z r) 4- EX STING GRAD AT ROAD CENTERLIN Ln 2 if in p00N (\ O co .(N Ln to rt d () c) I + I- i r7H1 ---0B O .- cO r1 Ln = N O O 11- m co nz 1- 5955 j 7 Z>Z> I +d 1n I -Y• ¢ 1' 0 %7< >> NEeZZw 5950 5945 5940 r 5930 59 5 5920 5915 5910 13" STORM SEWER STA 7C+41.83 21j41' R INV LLEV 593 .70 PRO'OSED GRADE AT ROAD CENTER _INE 18" STOR 1 SFWFR STA _66+74.66 1- 5.23' R INV ELEV 5935.28 5935 5930 1 4- ELuo NE_pNC 400.00 L.F. 01.632% f • • E LO)NM1PVC 01.63 8" YELLOWMINE PVC 43.37 L.F. -8' Y[LLOWMINE PVC 01.632% • 88.15 LS. @ 3.232% L-LCWNN E PVC 135.18• 632% rt SANITARY SEWER PR 'e FTE STA: 61+91.64 TO 70+89.24 SCALE: ICOR 1" =5D' VERT 1" = 5' 8" YELLOIWMINE PVC 73.74 L.F. (4)1.632 8' YELLOWM NE PVC 24,5-0 LF ® 1.62% 5925 J 5920 5915 5910 72+00 71+00 70+00 69+00 68+00 67+00 66+00 65+00 64+00 63+00 62+00 61+00 60+00 59+00 58+00 57+00 m CLIENT CHANGES w 0 N 9 0 0 O Z 0 0 la I W J JU W U.0 U z>- -0 0. � Z • m� o oww uet o 0~ J _ CO W J L in 5 0. ictU PROJECT NO. 2061064.00 PPSS-01 IBSSMH 50 STA 82+87.12 — 3.00' L f / SS SS l IBSSMH 49 STA 81+41.16 — 3.00' L 1 1 CONCRETE ENCASEMENT 20.00 L.F. „83+00 2+00; 94.02 L.F. 8" PVC Alloy SS 139.01 L.F. 8" PVC ss IBSSMH 51 STA 84+28.71 3.75' L 94.02 L.F. 8" PVC 143.41 L.F. 8" PVC Ss IBSSMH 48 STA 78+61.15 — 5.00' L IBSSMH 52 STA 85+24.71 — 8.00' L 400.00 L.F. 8" PVC EXISTING LIFT STATION STA 74+55.98 — 28.66' R 6 \x 00 CENTERLINE PLAN RIVER BEND WAY SANITARY SEWER PLAN STA: 74+61.15 TO 85+24.71 IBSSMH 47 STA 74+61.15 5.00' L 0 50 KEYMAP SCALE: 1"=500' GRAPHIC SCALE 0 25 50 100 200 ( IN I'I;If1' ) nch - 50 ft. -J h 2 N O 2 0 O per. N. Cr) ---------- ---to-O0- N N00�in 0 (Ca O 0 1N M°Qinzv0)zpe mNEzzo m n ? 5925 O rH 0 1 0) 2 (!) (n m P[RDPGSED GRADE AT ROA) CENTERLINE J O 0 rei 2 to co 0o Es -r, tr)M Lo n D Z 0 r a U~i 7 7 U J O Lri 2 co W r J 5950 0 O 00 0) a5 KV N N p � F) p©^^Vtr. r.4)� 3 H N -SON a >> > D]Npc Z'Z Z0 5945 5940 5935 5915 5910 1 © -0.490% 8" RCP STORM SE STA 84+56.55 INV ELEV 5916.49 5905 5900 18 /RCP S ORM S I ER L EXISTING GRADE AT ROAD CENTERLINE 1 8" CONCRETE E CASEMENT © —0.500% 1'ELLOWMINE "VC 18' RCP STORM SEWER STA 80+74.62 INV ELUV 5912.19 `EN I ERLINE PROFILE - ER BEND WAY 87+00 86+00 SANITARYSEW R- RFILE Stk 74+61 15 T 85 -F 4.71 SCALE: 1 -FOR 1" - 50' VERT 1"=5' t 1 10" D P WATER STA 75+43 91 TO ELEV 5930 90 18" RCP StFORM SEWER TA 71+80.2 ti 5.00' L INV E EV 5.c 29.94 Y 5930 5925 5920 8" YELLOWMINE PVC © —0 500% I T I_ 5915 -1- 5910 1 5905 5900 85+00 84+00 83+00 82+00 81+00 80+00 79+00 78+00 77+00 76+00 75+00 74+00 73+00 NO. DATE REVISION BY 1 040407 CLIENT CHANGES RCE CLIENT CHANGES 0 0 U C J J • O U U Z az Ct w 0 �• U mW J EL c C9 PROJECT NO. 2061064.00 PPSS 02 IBSSMH 54 STA 112+65.96 - 5.25' R 62.74 L.F. 8" YELLOWMINE PVC IBSSMH 58 STA 112+02.79 - 0.00' -113+21 k- 1\ 5A-Cip 152.39 L.F. 8" YELLOWMINE PVC IBSSMH 59 STA 110+50.00 - 5.00' R 7 O7 O SS CENTERLINE PLAN RED BLUFF CIRCLE SANITARY SEWER H 93 SS SS IBSSMH 57 STA 95+20.42 - 5.00' R 171.48 L.F. 8" YELLOWMINE PVC IBSSMH 56 STA 96+91.90 - 5.00' R v `✓6xn 79.94 L.F. 8" YELLOWMINE PVC 20.00 L.F. 1� CONCRETE ENCASEMENT IBSSMH 55 STA 97+74.97 5.00' R 29.05 L.F. 8" YELLOWMINE PVC r. 0 IBSSMH 54 STA 98+04.02 - 5.00' R 87.07 L.F. 8" YELLOWMINE PVC IBSSMH 53 STA 98+89.47 r. 9.07' R 107.70 L.F. 8" YELLOWMINE PVC SS CENTERLINE PLAN LONG SHADOW LANE SANITARY SEWER 50 IBSSMH 52 STA 99+95.55 - 5.00' R = STA 85+24.71 ' 8.00' L (RIVER BEND WAY) KEYMAP SCALE: 1 "=500' GRAPHIC IIC SCAI,P 0 25 50 100 200 ( IN 1 UT ) 1 0'el 50 ft. 5960 5955 5950 T CENTERLINE PR FILE REJ BLUFF CIRCLE SANITARY SEW�E STA: -1-10 1-50 00 -TO -112:65-.90 SCALE 1" = 50 HORIZONTAL = 5 VERTICAL CENTERLINE. PROFILE LONG SHAD9W LAfNE SANITARY SEWER STA- STA 95+20 421 TO 99+95 55 SCALE 1" = 50 HORIZONTAL 4"= -5 VERTICAL 1 1 PROPOSED GRAD 0 w o- 16. ^ o y Z V 2 0) tn ... ,n cs) N 2 O cfli 1n u) N W w 0 i0 8 C° Orn M�u) Q Q N N M N N N O !intu L 0)_rpt 0�t�1NN1-�to �w)pzo) Do���»1- �u1ZZp�mtn� ?0 vtM»>3 0) 1n m 4t in 2 N cV �O in N -I- PROPOSED :GRADE u) rn D AT POAD CENTERLINE its>� 11OXZU w 0) 0 em r• til o Ir) - - U ) o a n o Q 0T)+Mp :172;C° n'=o0Oo)N ZNnN '-O7 O rn 0)u Qt V) 7>>= CID \EZZU 5960 5955 5950 5945 5940 5935 5930 m EX 5 -TING GRACE AROAD CENtERLINE - ; STA 97 8" YELLOWMINE 152.39' © 0.367% -6" YeLLOWMINF- 52.74' ® 0.494% 8" YCLLQWM NC� '79.94 0 -0.500% 20 L.F. CONCRETE ENCASEMENT _ STA 97+38.95 TO 07+59,93 118" RCP STQRM SEWER STA 97+4-9.49 INV EL=5919.54 5925 5920 S YEIIOWMINE 87.07' 0 -0.505% 8" YELLOWMINE 29.05' 0 -0.516% - 8" YELtOWMIN1f- 07.70 0 -0.5'1% - 5910 5915 5910 110+00 111+00 110+00 111+00 112+00 113+00 95+00 96+00 97+00 98+00 99+00 100+00 NO. DATE REVISION BY 1 04-04-07 CLIENT CHANGES RCE CLIENT CHANGES m 0 0 2 0 1- . N Z co • t V 0 L1 Oin uito ZOh a w Nm w zM 11 WS Z 82 rZN IV 74. 1L0 ZF1(=_ o2: WO Idn W ZW Z i WT a O m Ug mri ; a al0 PROJECT NO. 2061064.00 PPSS 03