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OF 8" V.C.P. ®S=.0045 f 1 aEWER� � 121 f •00 OC 9g •60+2g .�� ,�.1 150 i N� • Iq 00 1495 • 1 +g8 COV�� 2+02 •CZ�� .14 EX1B .49g �) 0 •C1� &IN g9.30 ZN 14 ou-T _ C1 ,5 iNv l 1490 E SEWER STATIONS +00 f-qFUFRI naT2 F/L 8" WATERLINE 5=0.01233 0.01-1 . � 5=0.0072 .32 } -7+ 11 • V -n =1605 V 6 IN . • i i Nv �I SEWER LINE " HUNT CLU13 DRIVE SEE SHT. NO. 6 1+00 �' I�' o • ,��� .tib 0 -SEWER 2 14 C/L M•H• �� 11.93 OF EXIST. 8 6 2 0+� SEWER TO BE REMOVED Al 04AND REPLACED W/N W • R/W EXISTING 8" SEWER , 73-Z& 65. 94' drROM 4 R.H. # 26 a To 4` M.#. ON SOAINIrAvle. SUMMIT AVE. TmmLM -N ENGINEF-All'ols 5- �3U1L( ©FJ�q b FO.R 51 R -7 10t,) 0-f15-7,00 70 AS STAT -1.01) 2 fi 40.00 BU I Ll A4 i3 y-2$' 1q yrs Records ✓ calp-� g12-7 Iq5 S TN IF✓IN1pt►JN RC1= 25742 n t'V\Y [,1Ce Ns�_ ExPme-5 12-J3l )q7 �/ my rii c�NS� �XP,R�S j2�3t �c�l 2+00 3+00 4+00 SADDLEPEAK DRIVE INV . (N) =1502 ! 00 77.53 L.F.. OF 8" V .C.P . S= 0123 DELTA/WARING RADIUS LO d- m LO N O 0 N 89058'45"W 231.75 Q 1 N • 48.00 N O i m LO N O d- m � LO N 85013'40"E N cu d- d- I'7 M LO In N N LO I N 0 0-0 ap -00 u n 0 -0-0-0-0 < .o U:) LO i 0 0-0-0 IL .� U I + mom CO Lti7 0 In o Ln n in d- L0 0 In L0 L0 {J LD LO 0 LO UO Lo • + O Co - LLQ - 1 W 77UT N 85013140"E CONST. TEMP. TERMINAL CLEANOUT AT THE END OF THE PHASE BNDRY. EACH C n {� ! • :I 071 :I .- :I ? O it p� :1 H 11 II {I p it V) it TEMPORARY TERMINAL >!.�> N> n> 0> Ln> > > > > d-> ¢> + +z +z +z +z +z +z +z +z +z +z +z HUNT CLU13 DRIVE SEE SHT. NO. 6 1+00 �' I�' o • ,��� .tib 0 -SEWER 2 14 C/L M•H• �� 11.93 OF EXIST. 8 6 2 0+� SEWER TO BE REMOVED Al 04AND REPLACED W/N W • R/W EXISTING 8" SEWER , 73-Z& 65. 94' drROM 4 R.H. # 26 a To 4` M.#. ON SOAINIrAvle. SUMMIT AVE. TmmLM -N ENGINEF-All'ols 5- �3U1L( ©FJ�q b FO.R 51 R -7 10t,) 0-f15-7,00 70 AS STAT -1.01) 2 fi 40.00 BU I Ll A4 i3 y-2$' 1q yrs Records ✓ calp-� g12-7 Iq5 S TN IF✓IN1pt►JN RC1= 25742 n t'V\Y [,1Ce Ns�_ ExPme-5 12-J3l )q7 �/ my rii c�NS� �XP,R�S j2�3t �c�l 2+00 3+00 4+00 SADDLEPEAK DRIVE INV . (N) =1502 ! 00 77.53 L.F.. OF 8" V .C.P . S= 0123 DELTA/WARING RADIUS LEN./DIST. TANGENT Qt 1Q N 18053-18-E i-4�: AB 11 Op_ QQ N 89058'45"W 231.75 Q 1 N 89058-45-W 48.00 121 N 89058-45"W 149.46 l 04047'35" 1005.00 84.07 42.06 QQ N 85013'40"E 171.81 Qi < 09010'20" 995.00 159.29 79.81 III N 85035-00-W 18.90 1�Qj I N 85036'00"W 92.40 HUNT CLU13 DRIVE SEE SHT. NO. 6 1+00 �' I�' o • ,��� .tib 0 -SEWER 2 14 C/L M•H• �� 11.93 OF EXIST. 8 6 2 0+� SEWER TO BE REMOVED Al 04AND REPLACED W/N W • R/W EXISTING 8" SEWER , 73-Z& 65. 94' drROM 4 R.H. # 26 a To 4` M.#. ON SOAINIrAvle. SUMMIT AVE. TmmLM -N ENGINEF-All'ols 5- �3U1L( ©FJ�q b FO.R 51 R -7 10t,) 0-f15-7,00 70 AS STAT -1.01) 2 fi 40.00 BU I Ll A4 i3 y-2$' 1q yrs Records ✓ calp-� g12-7 Iq5 S TN IF✓IN1pt►JN RC1= 25742 n t'V\Y [,1Ce Ns�_ ExPme-5 12-J3l )q7 �/ my rii c�NS� �XP,R�S j2�3t �c�l 2+00 3+00 4+00 SADDLEPEAK DRIVE INV . (N) =1502 ! 00 77.53 L.F.. OF 8" V .C.P . S= 0123 ESTIMATE OF QUANTITIES RADIUS LEN./DIST. ALL m CCS 5 Q DESCRIPTION UNIT o °D F a N I SHED SURFACE n cu no N I OVER SEWER Nki . 1 cu S.D. OVER SEWE h V.G. ® S= .008 INV.=1510..80 d- U � U3 CONSPTRUCT 8" EXTRA STRENGTH 0.33 < Z 0+ 6 •2a 1508.98 L.F. N- + . • C0 U CU r: 11 UD ' ' .� ap -00 u n < .o U:) LO Q m IL .� U I + mom IU U) [� v 0a o C71 U -- 0 m •LO n CD 14- N 3 q=0.0 1001 6.28 -1545 ' 42 Z 5+00 5+00 7+00 8+00 1 WE 0.01002 S=1 •0202 S=0..806 S=0.010 346.00 L.F. OF 8"V.C.P. 5=.010 + 61� • 28 � � 608.88 V rn N Cn V) ZN •. rn 0) o, _ 0 0 rn �L0 0 L 0L0L rn o 0 0 Cn cu LO Cu> V)> > *> +z +z +z +z O~ O~ O~ O~ CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES RADIUS LEN./DIST. ALL SWEET QUANTITIES 5 Q DESCRIPTION UNIT JOIAI TS, , 1s-520 � i C7 9+34.23 - 18 R.C.P. f i Nki . 1 PH. 2 S.D. OVER SEWE h V.G. ® S= .008 INV.=1510..80 d- U � U3 CONSPTRUCT 8" EXTRA STRENGTH 0.33 < Li. 0+ 6 •2a 1508.98 L.F. 419\9 U,.- • C0 U CU ' IO 3 .� ap -00 u n < .o U:) LO Q m IL .� U I + mom 0 rn 0a o C71 U -- 0 m •LO �J CD 14- N 3 J Q W 1013.00 OCONSTRUCT r)' J LD + co U [) w + CCS + O Co - LLQ - 0.01002 S=1 •0202 S=0..806 S=0.010 346.00 L.F. OF 8"V.C.P. 5=.010 + 61� • 28 � � 608.88 V rn N Cn V) ZN •. rn 0) o, _ 0 0 rn �L0 0 L 0L0L rn o 0 0 Cn cu LO Cu> V)> > *> +z +z +z +z O~ O~ O~ O~ CONSTRUCTION NOTES AND ESTIMATE OF QUANTITIES RADIUS LEN./DIST. TANGENT SWEET QUANTITIES NO. DESCRIPTION UNIT 23.42 +- - 1s-520 � i C7 f i Nki . 1 PH. 2 PH h V.G. ® S= .008 d- N � U3 CONSPTRUCT 8" EXTRA STRENGTH 0.33 O 0+ 6 •2a 1508.98 L.F. 419\9 U,.- 6/3 - 3.CONSTRUCT 0 f 1 89058'45"W m < CONSTRUCT 48" DIA. PRECAST 04047'35" 987.00 82.55 CONCRETE MANHOLE PER CITY OF EACH 3 .... 1013.00 �J FONTANA STD. DATAIL 112 150 },•" 1013.00 OCONSTRUCT 4" EXTRA STRENGTH L. F. 7 84 85036-00-W OFCFONTANASSTDATDERALS ETA I LP 125CITY 1 1 1 .29 1 W 77UT N 85013140"E CONST. TEMP. TERMINAL CLEANOUT AT THE END OF THE PHASE BNDRY. EACH PER CTY OF FNTNA. STD.DET.128 O6 REMOVE EXISTING 8" V. C. P L. F. 1 1/9 V„I TEMPORARY TERMINAL OREMOVE CLEANOUT AT PHASE BOUNDARY EACH1 AND JOIN I/ RECORn oRAwIMG 446. U) O O • wo z+ Z _cy) FT- ri^ V J W W Li Z -I H J U Q Q DELTA/BEARING RADIUS LEN./DIST. TANGENT Q N LO 23.42 +- - 1s-520 � i C7 f i -- 1510 90.4 L.F. OF 8"0 h V.G. ® S= .008 O N � U3 0.33 Q 0+ 6 •2a 1508.98 �• �N� • CINEz 0 f 1 89058'45"W RECORn oRAwIMG 446. U) O O • wo z+ Z _cy) FT- ri^ V J W W Li Z -I H J U Q Q DELTA/BEARING RADIUS LEN./DIST. TANGENT Q N 89 ° 58' 45 "W 23.42 0 N 89058'45"W 142.00 O N 89058-45-W 68.77 O N 89058-45-W 0.33 Q N 89058-45-W 17.68 0 N 89058'45"W 179.46 < 04047'35" 987.00 82.55 41.31 0 02056'19" 1013.00 51.96 25.98 06014'01" 1013.00 110.21 55.16 1 o N 85036-00-W 1 1 1 .29 it N 85013140"E 171.81 WATER