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HomeMy WebLinkAboutS-3083050 0 w � U a O �W Ld L� W O C:7 � J NG F�r� W O a--I d W � W S-, 0. O QC) 0E E-1 a U E- MEL W � n n. cE ,�E. �ry c S x � > tr a a m 415 NOTE: FILL AND COM PACT ROADWAY PRISM TO FINISHED SUBGRADE BEFORE EXCAVATING /TRENCHING FOR II o aINSTALLATION OF NEW WATER LINE N{ g ~ > J a w 1n w w 3 � m o 410 Z- - - -- W N STA. 5 +04.50, 2.29'L7 a SSMH No. 4 II II z20n STA. 5 +04.W, 9-75' LT. > w RIM= 406.841 406.63 w FLo t I.E.(IN)= 403:67 403.53" z II 5 +71!.67, 8.25' RT. w I.E.(OUT)= 403.57 403.43 1 - 10 x6`' TEE (MJxFL) Z <w - 6" GATE VALVE (FLxMJ) ¢ ,w ti 1 5 -1/4;" M.VO. F.H. ASSY. / la BLOCK 405 - _ Og LF g" PVC 2 "0 % 1 BLOCK 6+07.08, 8.:L5 RT. ( J) 5 +14.23, 8.25' RT. (FIELD VERIFY) - 9 " 1 0 yC' BEND M CUT -IN BY CITY FORCES 1 - 10" TEE (FL) 35.4 LF 10'° STA. 5+ 96.80,1.7 D.I. CL 52 2 - 10" G.V. (FLxMJ) SSMH No. 3 1- 10" SLEEVE (MJ) STA. 5 +94.93, 1.75' LT. ALIGNMENT T �7�� s 1 - 10" VERT. CROSS(MJ) 55.3 LF 10" RIM= 409.00 A IG NMENT B 1 - 10" ADAPTER (FLxMJ) D.I. CL. 52 I.E.(IN)= 401.70 401.50 SCALE: 1" 20' (H.), 1" _ 2' (V.) BLOCK I.E.(OUT)= 401.50 4 01.90 400 5 +00 z a N tt 01 -^ M z n w p. \ 410¢ 1.50% - 410 405 405 400 400 SEWER CROSSING I.E. = 400.37 z 395 co 'C �i N o STA.13 +73.45, 4.20 RT O z Npi o� O ALIGNMENT 'C 8 +00 SCALE: 1" = 20 (H.), 1" = 2' (V.) -&;p-l6 3 wF*- yRk#osj A 395 9, -00 6 +00 O O N M M M 1 1 m n co ¢ W ¢ 0 w a i A ~ > w > a w xm J ii w ° F W O w �f 41.8 LF 10" -- + D.I. CL. 52 , I 0 +53.68, 5.00 RT. 0 +14.23, 5.00' RT (FIELD VERIFY) 10 "x6" TEF. (MJxFL) 1 - 10 "x10" W& DAPPING TEF (MJxFL) -1 - 6" GATE VALVE (F! ` 3 +35.31, 8.25' LT. 1 - 10" TAPPING VALVE (FLxMJ) 1 - 5 -1 /4" MV.O. F.H.�ASSY. 1 - 10" 90' BEND (MJ) I I j 1 - 10" SLEEVE'(MJ) BLOCK BLOCK. ' 1 - 10" VERT. GROSS (MJ) BLOCK (SEE CONNECTION DETAIL) - 251 5LF - 8" PVC 0 0.x527 0.47 % - -- 3, n 251 ALT 0.43 - 8" PVC ® 0.54% li _ 400 gBLF srPr.0 +4.19, 10.;5LT ST.�.St25.32,2.00 RT SSMH -No. 1 SSMH No. 3 STA. 0 +04.23, 10.99 LT_ _ _ STA. 3 +25.31, t.75'RT RIM-408:8W 4 0 8 8 3 RIM= 409.00 I.E.(IN)= 399.78 399.78 STA .d I.E.(:N)= 401.70401-SO LE.(OUT)= 399.60 553. -6€i t86.36,20.79'LT I.E.(OUT)= 401.80 401.4C> u SSMH No. 2 STA. 0 +86.•68, 20.WLT RIM= 410.09± 410.12 I.E.(IN)= 400.3E) 400.32 I.E.(OUT)= 400.29 ALIGNMENT 'A' 400.22 SCALE: 1" 20, (H) 1" = 2' (V) I t F � h► ��0�,;% cl 1+00 2 +00 -__ - 410 13 +57.94, 14.2 RT. (FIELD VERIFY) 1 - 10 "x10" WET TAPPING TEE (MJxFL) 1 - 10" TAPPING VALVE (FLxMJ) 1 - 10" SLEEVE (MJ) 1 - 10" VERT. CROSS (MJ) BLOCK (SEE CONNECTION DETAIL) - 405 "PVC .100.00' vc 11 ±11.41. 14.23`FiT. (FIELD VERIFY) - N o STA.13 +73.45, 4.20 RT HIGH POINT ELEV = 41_040- ' \ \ NOTE: FILL AND COMPACT ROADWAY o 60.00' VC RIM= 408.80± 408.8 3 r'I I.E.(IN)= 399.7 393.78 HIGH POINT STS - 1+70.85 LE.(OUT)= 399.6m 399 .66 \ \ PRISM TO FINISHED SUBGRADE BEFORE NEW I.E.(IN)= 399.20 II II g6-7 LF 8" C900 0 0.5v. 0.42% _ -- P% STA = 1 +47.85 'n / m ro \ EXCAVATING /TRENCHING FOR STA. 10 +24 -74, 4.23 RT. ¢ w Low POINT ELEV = 408.90 ?NN r7 ,7 I.E.(CTR)= 484.94403.97 -PVI ELEV - 410.76 I: m N o `' \ INSTALLATION OF NEW WATER LINE 406.63RIM= 406.62± r a w LOW POINT STA = 0+60.20 v 4 of / / A.D. -3.70 + \ T. PVI STA = 0 +67.85 +g 2 d. / / K = 27.04 ^ : \ \ a a '0 m PM ELEV = 408.60 z ° II r of / cn ui \ \ a°, A.D. = 4.30 n ° + d• / / > W w \ n ° o K = 73.95 N O pp N Q U N II II > m / m 410 - _t~i1 CL -- _ 1 +18.40, 8.25' LT. 1" A.R.V. ASSY. 1 - 10" 45' BEND (MJ) 201.8 LF 10" D.I. CL. 52 3+22.21, 8.25' LT. ' .. 0 +78.82, 2.01' RT. BLOCK 1 - 10" TEE (FL) \ 1 - 10" 45' BEND (MJ) 2 - 10" G.V. (FLxMJ) BLOCK 1 - 10" ADAPTER (FLxMJ) 23.9 LF 10" D.I. CL. 52 BLOCK 39.5 LF 10" G.I. CL 52 I i O O N M M M 1 1 m n co ¢ W ¢ 0 w a i A ~ > w > a w xm J ii w ° F W O w �f 41.8 LF 10" -- + D.I. CL. 52 , I 0 +53.68, 5.00 RT. 0 +14.23, 5.00' RT (FIELD VERIFY) 10 "x6" TEF. (MJxFL) 1 - 10 "x10" W& DAPPING TEF (MJxFL) -1 - 6" GATE VALVE (F! ` 3 +35.31, 8.25' LT. 1 - 10" TAPPING VALVE (FLxMJ) 1 - 5 -1 /4" MV.O. F.H.�ASSY. 1 - 10" 90' BEND (MJ) I I j 1 - 10" SLEEVE'(MJ) BLOCK BLOCK. ' 1 - 10" VERT. GROSS (MJ) BLOCK (SEE CONNECTION DETAIL) - 251 5LF - 8" PVC 0 0.x527 0.47 % - -- 3, n 251 ALT 0.43 - 8" PVC ® 0.54% li _ 400 gBLF srPr.0 +4.19, 10.;5LT ST.�.St25.32,2.00 RT SSMH -No. 1 SSMH No. 3 STA. 0 +04.23, 10.99 LT_ _ _ STA. 3 +25.31, t.75'RT RIM-408:8W 4 0 8 8 3 RIM= 409.00 I.E.(IN)= 399.78 399.78 STA .d I.E.(:N)= 401.70401-SO LE.(OUT)= 399.60 553. -6€i t86.36,20.79'LT I.E.(OUT)= 401.80 401.4C> u SSMH No. 2 STA. 0 +86.•68, 20.WLT RIM= 410.09± 410.12 I.E.(IN)= 400.3E) 400.32 I.E.(OUT)= 400.29 ALIGNMENT 'A' 400.22 SCALE: 1" 20, (H) 1" = 2' (V) I t F � h► ��0�,;% cl 1+00 2 +00 -__ - 410 13 +57.94, 14.2 RT. (FIELD VERIFY) 1 - 10 "x10" WET TAPPING TEE (MJxFL) 1 - 10" TAPPING VALVE (FLxMJ) 1 - 10" SLEEVE (MJ) 1 - 10" VERT. CROSS (MJ) BLOCK (SEE CONNECTION DETAIL) - 405 400 "PVC 11 ±11.41. 14.23`FiT. (FIELD VERIFY) - 8 ® 0.57% �c3. - STA.13 +73.45, 4.20 RT -� T SSMH No. 1 STA. 13 +72793, 4.2 '4' RT 1 - 10" SLEEVE (MJ) 4I ti RIM= 408.80± 408.8 3 r'I I.E.(IN)= 399.7 393.78 --- KIM = 4 °I' LE.(OUT)= 399.6m 399 .66 E "9, I awl BLOCK _ - NEW I.E.(IN)= 399.20 400 NE. 3rd C )RT SCALE: 1" = 20, (H.), 1" = 2' (V.) IL's W 14 +00 1 +00 DE51GN -� (-AS -BUILT ape 9 S -BUILT SET (rYP) (TYP) 1 'UNDERGROU4D PIP 7 LCCATION 11MM O�I3;;^. :,• -.;t;^ S. ANAL ,? LOCAnOi4Mi.Vv ,'! Fn ,s; AND AS 36 4 -O E�a xs:. 1) r_ ORROW- POBLETE, INC. (;HtGKtU f UK UUMNLIANUL °o\ % -- - - - - - TO CITY STANDARDS RECOMMENDED ZFORVAPP A Date L /i-r /o3 _ 3258 F0 S ENGINEERING - SURVEYING Date BY s LAND PLANNING Date BY exPiRES 5 JF_ " = 004 __.- .....� � scAHNEO MAY 21 24'J3 SCANN ED OCT OR- _�. - scx3Q�^ r S4308305 11 ±11.41. 14.23`FiT. (FIELD VERIFY) -� CUT-- BY CITY FORCES -'1 - 10" TEE (FL) 2 - 10" G.V. (FLxMJ) 1 - 10" SLEEVE (MJ) 1'- 10" VERT. CROSS (MJ) SD CROSSING 1 10" ADAPTER (FLxMJ) - BLOCK _ - g6-7 LF 8" C900 0 0.5v. 0.42% _ -- STA. 10+2 S ; "2�'RT _ -�- SSMH No. 5 STA. 10 +24 -74, 4.23 RT. 408.52.RIM= 408.821 STA. 11 t 21.95, A. SI I.E.(CTR)= 484.94403.97 SSMH No. 4 NOTE: FIELD VERIFY WATER LINE DEPTH PRIOR TO I.E.(OUT)= 46496903,9 STA. 11 +21.4-9, 4.n' RT. CONSTRUCTION 406.63RIM= 406.62± SD CROSSING 12 +00 I.E.(IN)= 403.57 403.53 11 +00 I.E.(OUT)= 403.57 403.43 NE. 3rd C )RT SCALE: 1" = 20, (H.), 1" = 2' (V.) IL's W 14 +00 1 +00 DE51GN -� (-AS -BUILT ape 9 S -BUILT SET (rYP) (TYP) 1 'UNDERGROU4D PIP 7 LCCATION 11MM O�I3;;^. :,• -.;t;^ S. ANAL ,? LOCAnOi4Mi.Vv ,'! Fn ,s; AND AS 36 4 -O E�a xs:. 1) r_ ORROW- POBLETE, INC. (;HtGKtU f UK UUMNLIANUL °o\ % -- - - - - - TO CITY STANDARDS RECOMMENDED ZFORVAPP A Date L /i-r /o3 _ 3258 F0 S ENGINEERING - SURVEYING Date BY s LAND PLANNING Date BY exPiRES 5 JF_ " = 004 __.- .....� � scAHNEO MAY 21 24'J3 SCANN ED OCT OR- _�. - scx3Q�^ r