Loading...
HomeMy WebLinkAbout2047-7: O d- ¢ No ao w •00O Z= + In 1-,•--• J� 11 W J I¢ w w0coW_ 1510- 30" R.C.P. STM. DR. INV.= 1504.99 36" R.C.P. STM. DR. INV.=1504.53 OVER SWR. INV. CIN) = 1501.90 INV. COUT) = 1501 .80 1500- 1+02.00 1490 - PROFILE SCALE HOR I Z . 1"= 40' VERT . 1 "= 8' SEWER STATIONS 0+00 .qFWFR DATA WELd LL JOIAIT,5 5J S�1 SVT 2 (tyPO w > Q. LO or O J u1 LD 0 ►� 30 d N U to o 0• . .-- 00 c l --- II M: J . 11 + co \ O > LNC) + Z+ �o S=0.026 ero S=0.949 5- 0 - 02609 S=0.02667 S=1 .05376 C -P - ®S. 0.0226 OF 33 INV . (I N) = 1502.00 1502.98 TOP PIPE o o Cu CL O O ,s1 .CL 0 CL + + In O Q DELTA/BEARING RADIUS LEN./DIST. TANGENT Q N 0001-15-E co 75.89 EACH Q 24043'15" 605.00 251.03 132.58 Q 21031'30" 605.00 227.29 115.00 1 Q N 46016-00-E If) 113.65 to Q 23°44'3 445.00 184.40 93.54 Q N 22031 -28 --EE 83.25 :1 • O 1+%5.8y B.U. ST. STA. 10+70.89 D 101ox-4 :5 -1 - __ \A13 sP --- -- -- - -.110 \ C/L M.H. #2 SEE LINE "A" 1+00.00 ON LINE "C" 0 PHEASANT 1 + 00.00 DRIVE `\ 3+52. 19 SADDLEPEAK DRIVE D _ ST. STA. 10+13.00 \\ UATFFR DATA S=0.02614 S=1.05412 S=0.94866 LINE "D" S= 0.02667 INV. (IN)=1509.80 4+38.92 4+34.92 INV . (I N) = 1509.70 INV. (OUT) = 1509.60 0) O M Ql Ol M 0-0-- L-0 _0 to O to co LO •- O - 6- co - f1 • II • II • 11 . to • al - > m> O> •> + Z + Z + Z + Z ZL+ � ~ + FINISHED SURFACE OVER SEWER S- 0.02415 ® .. C -P• ®S.-02 6 v. -93 Do WELD . ALL JD/NTS � CO � m co cu EACH totonN • • In LA t0 i -21 CONSTRUCT 8 PLUG. a4 O 11) If) LL0 to 0 EACH 3 CU - cu N cl CONSTRUCT 8" GATE VALVE WITH • it d- LA {I • N :1 • O tl • CU> cU> P7> P7> �' + Z + -1 1-1 _1" Z + Z + 1-1 Z " S=0.02614 S=1.05412 S=0.94866 LINE "D" S= 0.02667 INV. (IN)=1509.80 4+38.92 4+34.92 INV . (I N) = 1509.70 INV. (OUT) = 1509.60 0) O M Ql Ol M 0-0-- L-0 _0 to O to co LO •- O - 6- co - f1 • II • II • 11 . to • al - > m> O> •> + Z + Z + Z + Z ZL+ � ~ + FINISHED SURFACE OVER SEWER S- 0.02415 ® .. C -P• ®S.-02 6 v. -93 Do WELD . ALL JD/NTS � CO � m co v EACH totonN Q> tAz CONSTRUCT 8" BLOW -OFF PER DETAIL ON SHT. #14 L0to 2 i -21 CONSTRUCT 8 PLUG. a4 cu _ + LNn y to 0 EACH 3 18.00 N cl CONSTRUCT 8" GATE VALVE WITH 11•- 2U../ 102.36 CU F/L 8" WATERLINE • 186.83 �' O�1 HOUSE LATERALSI TY OF FONTANA Li CONSTRUCT 8M X 8K TEE J¢w 2 \ �- -CONSTRUCT 8--- 45 BEND O U --on N 'L d - NCO 0 N CONSTRUCT SEWER MAIN CONCRETE Ql iI UU)w CDIrt 113.65 \ � o °'• _j torn •o^ L0 V' m nV)Li M. 0' .11 .0 - EACH 3 V\ . d- VALVE ASSEMBLY PER DET. ON SH't`_ 01oq M N Z 0 tU CONSTRUCT I" SERVICE LINE d-1_.1� 28 I¢w cow S=0.02614 S=1.05412 S=0.94866 LINE "D" S= 0.02667 INV. (IN)=1509.80 4+38.92 4+34.92 INV . (I N) = 1509.70 INV. (OUT) = 1509.60 0) O M Ql Ol M 0-0-- L-0 _0 to O to co LO •- O - 6- co - f1 • II • II • 11 . to • al - > m> O> •> + Z + Z + Z + Z ZL+ � ~ + FINISHED SURFACE OVER SEWER S- 0.02415 ® .. C -P• ®S.-02 6 v. -93 Do -N_ WELD ALL JD/NTS UNIT � CO � m co v EACH totonN Q> tAz CONSTRUCT 8" BLOW -OFF PER DETAIL ON SHT. #14 L0to 2 PH . -21 CONSTRUCT 8 PLUG. a4 cu _ + LNn 1 1 .81 to 0 EACH 3 18.00 N cl CONSTRUCT 8" GATE VALVE WITH 11•- 2U../ 102.36 CU F/L 8" WATERLINE • 186.83 �' O�1 HOUSE LATERALSI TY OF FONTANA Li CONSTRUCT 8M X 8K TEE J¢w 2 \ �- -CONSTRUCT 8--- 45 BEND +Z 10 0 w w CONSTRUCT SEWER MAIN CONCRETE Q -02'3°i 0�8 i 2 -0385 O 10+43.50 263.65 INV. (OUT) = 1528 . +75.86 / \7+79.86 NV . (OUT) = 1518.45 INV. CIN) = 1518.60 O Cid N x co x w • Ooi ti >> . 1__, JI0W`• to > 'I• J -1540 • >w� Z 1--{ 1--1 LL a 1530 -1520 1+00 2+ 00 3+ 00 4+00 5+00 5+00 7+00 8+00 9+00 10+00 11+00 m Ai ms _ Q� ZA � h 3+70.00 1 --B . 0. T ILI C/L M. H. #14 2 13+07-17-9 1 A . V . 4+36.92 1 ST. STA. 13+29.77 Am\Az41 42 � 2 WATER CONSTRUCTION NOTES a ESTIMATE OF QUANTITIES NO WELD ALL JD/NTS UNIT QUANTITES VPH. NO z v EACH totonN Q> tAz CONSTRUCT 8" BLOW -OFF PER DETAIL ON SHT. #14 L0to 2 PH . -21 CONSTRUCT 8 PLUG. a4 aJm0L 933 5 , + U.. 1 1 .81 QCONSTRUCT 48" DIA. PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. EACH 3 18.00 N cl CONSTRUCT 8" GATE VALVE WITH I_- 11 2U../ 102.36 CU •' COVER PER STD. DWG ON SHT. 186.83 94.70 O�1 HOUSE LATERALSI TY OF FONTANA ® CONSTRUCT 8M X 8K TEE J¢w 2 O 0 11•N -CONSTRUCT 8--- 45 BEND EACH 10 N ID CONSTRUCT SEWER MAIN CONCRETE UU)w OENCASEMENT 113.65 > +' EACH jq. W LL1 + Z v) iW, 1 1 CONSTRUCT AIR RELEASE AND VACUUM EACH 3 V\ VALVE ASSEMBLY PER DET. ON SH't`_ 01oq W, REMOVE EXISTING 8* --PLUG AND JOIN EACH Q -02'3°i 0�8 i 2 -0385 O 10+43.50 263.65 INV. (OUT) = 1528 . +75.86 / \7+79.86 NV . (OUT) = 1518.45 INV. CIN) = 1518.60 O Cid N x co x w • Ooi ti >> . 1__, JI0W`• to > 'I• J -1540 • >w� Z 1--{ 1--1 LL a 1530 -1520 1+00 2+ 00 3+ 00 4+00 5+00 5+00 7+00 8+00 9+00 10+00 11+00 m Ai ms _ Q� ZA � h 3+70.00 1 --B . 0. T ILI C/L M. H. #14 2 13+07-17-9 1 A . V . 4+36.92 1 ST. STA. 13+29.77 Am\Az41 42 � 2 WATER CONSTRUCTION NOTES a ESTIMATE OF QUANTITIES NO DESCRIPTION UNIT QUANTITES VPH. NO O CONST. 6" FIRE HYD. ASSY. PER STD. DWG. ON SHT. #13 EACH 2 PH - O CONSTRUCT 8" BLOW -OFF PER DETAIL ON SHT. #14 EACH 2 PH . -21 CONSTRUCT 8 PLUG. EACH ./ L. F. 933 5 , p - - Q 4.3 o Co- - +. - - � 2 q4Ln O cA _- 44 6+64.21 E.C. ST. STA. 15+55.17 1 " p C/L M.H.#15 Ar -2 -7+ m 77.85 B.C. P S O! 1 O N ST. STA. 16+68.82 WATER CONSTRUCTION NOTES & ESTIMATE OF QUANTIT-IES RADIUS LEN./DIST. TANGENT QUANTITIES NO DESCRIPTION UNIT H. 1 PH.2 PH - O CONSTRUCT 8" I.D. STEEL PIPE. CML & C. 10 GAUGE MIN. L • F • 9)\7 PH . PH O CONSTRUCT 8" EXTRA STRENGTH V.C.P. L. F. 933 5 , + U.. 1 1 .81 QCONSTRUCT 48" DIA. PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. EACH 3 18.00 9.00 ® CONSTRUCT 8" GATE VALVE WITH EACH 2U../ 102.36 0 CONSTRUCT 4" EXTRA STRENGTH V.C.P. COVER PER STD. DWG ON SHT. 186.83 94.70 O HOUSE LATERALSI TY OF FONTANA ® CONSTRUCT 8M X 8K TEE EACH 2 O 0 © -CONSTRUCT 8--- 45 BEND EACH 10 N CONSTRUCT SEWER MAIN CONCRETE N 46016'00" E OENCASEMENT 113.65 CONSTRUCT THRUST BLOCK PER PER EACH jq. W LL1 STD. DRAWING ON SHT, iW, 1 1 CONSTRUCT AIR RELEASE AND VACUUM EACH 3 V\ VALVE ASSEMBLY PER DET. ON SH't`_ W, REMOVE EXISTING 8* --PLUG AND JOIN EACH tU CONSTRUCT I" SERVICE LINE EACH 28 PER DETAIL ON SHT. NO.14. SEWER CONSTRUCTION NOTES & ESTIMATE OF QUANTITIES RADIUS LEN./DIST. TANGENT 5HUT 00ANTiTfES NO DESCRIPTION- UNIT 0 N 0001-15"E 26.66 . 1 PH . PH O CONSTRUCT 8" EXTRA STRENGTH V.C.P. L. F. 933 5 , + U.. 1 1 .81 QCONSTRUCT 48" DIA. PRECAST CONCRETE MANHOLE PER CITY OF FONTANA STD. EACH 3 18.00 9.00 DETAIL112 19046'57" 587.00 Q Q; 102.36 0 CONSTRUCT 4" EXTRA STRENGTH V.C.P. 463.00 186.83 94.70 O HOUSE LATERALSI TY OF FONTANA L. F, 742 Q N 22031-28"E STANDARD DETA8 I LPE25C 7.70 to N 22031'28"E CONSTRUCT SEWER MAIN CONCRETE N 46016'00" E OENCASEMENT 113.65 L.F. 8 PER DETAIL ON SHT.1 iW, IV � 'W r C -- S 9 z 4 \9 ro N PADDOCK LANE C/L M. H. 16 2 0 �, y Q 10+ 45.50 " u �R f �, 0 SEE SHT. NO. 12 u u Q �� �� x� - - _- �i�- LnQ , ST. STA. 19+38.54 I I 6 . ►s n � - cv �Fcu_I I - -------51 � �^ I 1-7 II j I 1 I y is I 10.E 52.02 I I � � N� b II s CD LJ:J I I 4 �' cu - I U 0 Z 1 ,6 CO I I I 1 0 0 I --I ( I 1 + F- I I t CTI uj / ----- N 40 O1 1 W COI 6' ci �® +�® - SEE SHT. NO. 8 w I�! 1+57.89 B. C. `9 Q j PHEASANT DRIVE o a 1 I -3 FQ%ec- Z�D_ _ ,.�iwE 4+ 29 . 2 4 10 _ __01_ �i O e Io e �, t3 = 1 0 0.00 _EQ�trE%�� -44 it �• n u 9 � u - ; .'��L iN ENG' ER STREET STA . 13+ 48.01 ,� - 1D u t l'- © © in � 1+31.23 ,� ., I©�1i ----�- - tt LIJ ® S.D. CRSNG . tzej (,-5) c)0 5 P l��-2 En r3� �-� i�l ^ `� t® 1 27.20 ��_s a '-. 1LL o- CL 1 d31� , -PSON '�B'�`.A��' E D FIli�M i� LO � 1+24.20 _ s -rttlE�mPrmtl� 2c6 2s7yz C/L 8" WATERLINE �-1170 ¢ ¢ �y� o t� Owners RLE -co. 3s�, b-t,,pncelrs Records 'f /}'� % Lf C £NSE �nPl2£5 (Zr311 q7 �. r � 60 LO U N ti o 27-85 �I;� - - -- - . -- - - N W Ol - - Q DELTA/BEARING RADIUS LEN./DIST. TANGENT Q N 0001-15"E 31.23 0 N 0001-15"E 26.66 Q 23033'14" 587.00 241.31 122.38 O 01009-09" 587.00 1 1 .81 5.90 0 01045'25" 587.00 18.00 9.00 Q 19046'57" 587.00 202.57 102.36 0 23007'12" 463.00 186.83 94.70 Q N 67 ° 31 ' 28"E 7. 1 1 Q N 22031-28"E 7.70 to N 22031'28"E 120.06 N 46016'00" E 113.65 PHEA�A-NT DRI.:` �` �. y EXIST. 8 WATER -�' a- h 2_j .0f CAL it P ,j, JI r,, A13 •-- 9+46.961P EA5ANT DRIVE ,$ BEGIN T"�. [427-3 y =13+21 .22 PADDOCK LANE 4a0 ST. STA. 18+62.99 -r T pVESSIO! Mo. 22015 F-xp 9.30-93 OF O A1-l`� RECORb DRAWING