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1.2-6968 Ph 1 - 10
llvml=n a7 %-31 1 nit&A nl2 JLIIPJ 1IkALPQfIVIWIkAGNT!C RIWUIIW WGn / d WUQ .T EMII:3 mw SW 8 a a� U +•fir W ... cc Z < w LL LL Q. IL DATE B o 0 w Ix W what's hAlov :10"Mdil 9 N ER L AND Y EE 3kEET VTTM 7264 51 r 36 1 35 1 34 1 33 31 30 28 1 27 1" .26 1 25 1 24 1 23 0 sump 0 1 37 v4- I - 1 32 29 *mt U-)'* 20'- 20 x - w SEE SHEET 15 <, z w 401 W 0 1w re) 3011, 30' Iz z !�66 cj (75 w 38 z--quj I I I 1 0 (n I I I 1 1 21 U, 12 56 re) W I I 1 0 Iw I I I I I w o< 00 -idd 0 w = 0- � w 1111�1!x a: 8 - 0 o" i3 :r 0 cn 14 4 1 00 o cerci coo" < z U) z 00 00 +N 8 414 z c*4 cq m <dd < v- %- N N FE — — I I I I I < r- f%, aallo0 1z �, 11 -*++ + + m++ + + co 0 cr N N v— T+ I I I I I wito I I I I I m cr) 0 v- v- a uj P.: r< 04 04 N 04 •m C', 04 v- w w EX. 10" IRRIGATION LINE I (00-5. U*)— ++ 3: < < W S jw K; t -n & STRUCTURE TO BE REMOVED 30r IRRIGATION LINE IRRIGATION INLET U) to co R, cn cn cn cn w uj wit (n cn 00 STRUCTURE PER -30" IRRIGATION < C-1 b 0 PER SEPARATE PLAN PER SEPARATE PLAN R FL FL 1-3 /W in cun) j - u w (n SEPARATE PLAN NE z w 1K IR IR IR IR IR —IR IR ------ IR IR '1 -IR —IR *EXISTING ,12 SE R 12' SEWER L41.!5�2 N1,014. lt SEWER 400.00' i s —s— ---s—R s *EXST. 12" R 12" SEWER 295.74! wl -.-tl 12� SEWER 358.16 10 - I R 00 IR 3 00 2 IRRIGATION LINE q- Lo -00 f-- 10 -to to U-) "14- ro u') r - PER SEPARATE PLAN 10" IRRIGATION UNE 12" SEWER 10.00`jtd PER SEPARATE PLAN 16+00 -17+00-- W+M— —2t+O(Y -22+� "+M— --24+00- -25+00— 2t+M— --27-T-00- 30+00 1w A- — — ---L— m 41111111111111111 — — — —I— I ---r, TRACT BOUNDARY —7-7§68-54'14NE 556.39'. 763.15' ------- STA. 16+62-79 C.L. TR MUMARY— —'��iACT BOUNDARY wr '-- XC4 Cr C4 A I N 'u ;;ZAT�cP7N —SN 7t IR TRA TRACT BOUNDARY] STA. 29+82.32 C.L. INTERSECTION mmwft� 'daub, Ex. 10" IRRIGATIONJ mAmm, IL a Ado"', 1117-1m STA. 22+19.17 C.L. SNOW ROAD CL r--% Ar—w (PROTECT IN PLACE) lmm.� 1111 m ff m STA. 10+00.00 C.L. NEDERLAND WAY CL '7 %0 w M%JP%Lj EXISTING TRACT 7229 STA. 16+62.79 C.L. TO 29+82.32 C.L. SCALE- I" = r-%OPOP17r)MTAI �6AR-,E,EK* , J, A TRACT 7264 S APPROVAL OF 410 408 406 404 402 400 398 396 394 392 390 388 386 384 382 380 378 376 1 5' VERTICAL !OAD TO THE POINT OF CONNECTION SHOWN ON THESE PLANS. 7-WER & STORM DRAIN PLANS MUST BE APPROVED PRIOR TO THE I i i s ! _ ({$ THESE PLANS. - ---------- APPR XIMATE DIED I Mir FINISH I A PROXIMA co T EX. NV. 1 IRRIG A -70N c*4 C4 00 + - -------------------- � i � � � �i i { � i � � � 1 ° � � I � I s � ! # � I r # i 'J I ti ° . ........ 4 WAWMM 0 2 7- 7 — ------------- l_— NV. 12" SEWER I t fill. 12* 2 INV. 12" t Aw. WER w r- w w --jPRIOR — -------------- 39: w CLUNN I KA(; IS TO FIELD 04 04 N w w uj VERIFY E INVERT ELEVATION 1�14 204 CC :z w! V-- 0 --THE- c z: ;iv C,4 C,4 > > Zn EER OF ANY 0 V) w zz I _UTNE TIE 10 LOCA1 t © 00 04 z11; NOTI FY I i . a i 0 (n v- v- a *c, I *cj cs 1 THE ENGIN z w Z cr- :2 tq cj C4 0 f 0 0a. I --ta z T w z z z N 0 0 0 + do do + 00 1 1 r�, oi z o wo: 0 0: c� C4 co tr) X: La t! I -=t g 0110) offi 0)0) Z O -OD z 0- to re) a- -7- ILIJ LAJ w < + 0000 0) ro) 0) Lj _j Q3 n. pq K) Ld U) w w w V) w I I w w m o:: LLJ -i -j w P V) w w Av A "PROXIMA ww 0 �-- > V- 0 1 0 w w ------ w w wcn !�cn w -j w -d (D j W-9 ti 3r° www w �0.11 LF OF EXST. (n,.� W W TALL 1100 LF F 12" 4-- fe SpR -ru- t12!-PVC- 2 SEWER q 0.20% .65 LF OF 12- PIC SDR 5 SEWER 00.20% IN 295.74 LF OF, 12- �vTcSDR 35 SEWER 0 0.20% 1 1 INSTALL. 400.00 LF OF 12" PVC !.;DR 35 0 .207. 1 IN�TALL 353.16 LF OF 12"PV%a SDR 3.r, SEWER 0.20% -SDR-:� 7- —IT- L 17+00 18+00 19+00 418 T- 418 INST�LL 61.W, LF OF 416 416 Imc! Z 414 & 1ZN 414 00 lo!xlO'xr RIP RAP cicn z >; 412 z 9- 412 jb >; 410 co 0 410 co fe) > 408 408 >; 406 406 404 404 to 402 402 0C 0- to :2 400 400 C4 C4 398 398 396 396 —P- 394 394 **INV. P. 12s DRAIN 392 392 3903 16xlO'x6* RIP RAP I 90 "ZOO K -A -"' SECTION SCALE: 1"= 50' HORIZ. 1 so = 5' VERT. TEMPORARY 12" DRAIN & TEMPORARY GRATED INLET SHALL NOT BE CONSTRUCTED IF THE STREET IMPROVEMENTS ALONG THE FRONTAGE OF TRACT 7264 HAVE BEEN CONSTRUCTED PRIOR TO CONSTRUCTION OF TRACT 6968. SEWER MAIN q CE STORM DRAIN 5# y 5' TYP. T,-TTP7. 450 ELBOW WYE ROTATED AT 45 0: ami A; u 11: 1 am SCALE: NO SCALE 22+00 23+00 Rei 5s 5' 4! Typ. I WRAM Mr,"71,T77, =,W7711 mmmwmimza COMBINATION Typ. LOT PAD SIDEWALK -�\ co 36" TYP. 4! MIN. PRECAST STRUCTURE WALL AND FLOOR SET LATERAL PROVIDING PROPER CLEARANCE UNDER WATERLINE AND UTILITY TRENCHES SAND BEDDING AND BAC KRLL COMPACTED 70 95X ASTM PLAN WEW D155Z MIN SE = 45 6" 7HICK CONCREWAPRON 2" DEPRESSION — TAPERED FROM LEVEL GRATE TO MATCH SURROUNDINGS GRATED INLEL/CATCH BASIN � �2 SCALE: NO SCALE QON51RUCION NQIIE5: CONSTRUCT TEMPORARY STORM DRAIN GRATED INLET/CATCH BASIN PER DETAIL B ON SHEET 2 �DCONSTRUCT WTH PHASE 1. <DSTUB & PI -UG WTH PHASE 1. CONTRACTOR SHALL HAVE THE SEVVER/STORM DRAIN UNE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFIWNG TRENCH. 27+00 28+01t LEGEND: ABORNA11-ONS T'O'M' j� F.L. FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE w DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADEBREAK T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK INV. INVERTFH EASEMENT LEGEND FIRE HYDRANT EL/ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE PA PROPERTY LINE XRW EX. RIGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER STANDARD IRR IRRIGATION T.O.0 OP TOF CLEANPUT SURVEY MONUMENT A PROPOSED GATE VALVE & VALVE 0 STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN SM. DET. SW -4 & SW -5, 48- DIA. EXISTING GATE VALVE UNLESS OTHERWISE NOTED. v -j PRoPosEDnREHYDRANT STORM DRAINJUNCTION BOX ASSEMBLY - SEE CWS PLAN PER C.O.B. DET. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5' OPENING PROPOSED 20 BLOWOFF PERC.O.B. STI) DET. D-14, ASSEMBLY - SEE CWSPLAN UNLESS OTHERWISE NOTE). CONSTRUCT SEWER MANHOLE PER /—PIPE SIZE N.O.R.S.D.'S STANDARD DETAIL S-7. 8"S —UTILITY: IIINIIII W -WATER S -SEWER EXISTING SEWER MANHOLE G -GAS D -DRAIN EXISTING SEWER CLEANOUT 412 410 408 406 404 402 400 398 396 392 390 388 386 384 382 380 378 376 30+00 30+75 LEQEND (CONT.); T'O'M' j� j3-19 TOP OF MANHOLE 619 T TOP OF JUNCTION BOX T -0-C' .35-19 TOP OF CLEANOUT CENTERUNE CONSTRUCT STORM DRAIN PER C.O.B. STD. S CONSTRUCT SEWER PER N.O.R.S.D. STANDARD w PROPOSED WATER - SEE CWS PLAN TRACT BOUNDARY EXISTING SEWER EXISTING WATER EXISTING STORM DRAIN EXISTING GAS PHASE LINE 4 EASEMENT LEGEND ITEM OF WORK - SEE SCHEDULE SECTION LETTER A 2 \--SHEET WHERE SECTION IS SHOWN IIINIIII k 21:9 STA. 10+00.00 C.L. TO 21+09.57 C.L. SCALE: 1" = 50HORIZONTAL 1 = 5' VERTICAL m __.{ _— - -------- — - – -------- _7 INSTALL 75 If INSTAU 42.75 ----------- - ----------- 0 0.419.' 1 1 1 02.9 I INSTALL 1 —1--i "ST INSTALL :4�3.42 LF OF 36 00.10% 557.25 IIF OF RGJ-R 0 0.1 % 15840 LF` OF 30' RGJ- -RCP 0 10% _T L - z Lu x z w 3:1 w V) z W z Lj 0 0 z 0 Lf) 0 �O -00 0 w -1 0,0 • 0 cr. L4 6 2. 2. �6 0 awl 0 X n n 0 0 14 MMM a: z _v ___7z -4c Q z z z ZOw > 0 > zzz z z Q Z V) _z 0 Lf) 0 00 C9 Ycoy� ;;-c ccj 't C,4 C4 :R 0 0 19E LH cl +o)q-)O)O) b+ O)Mtri a 0)0)03 1 i M C-4 Oi 6 w 4,44 w 0 n Ip it) f') a 0) m r+ lm* >: w w > > > ILI w w 0 <1 Gi La W 41 0 ui w wl 0 w w W 4j W w _j _j W W to w TO. ;APPROXI ATE FINI ED I RADE 0 TERLIN GRADE CENTERrNE • 17 -4 —4 -4— L------- i w INV. 8" WATER 8' SEIER _4 .81-4 SEWER INV, E� SEWER NV. 30" DRAIN� 12V x 26 x 12" INV. 8' INV. 30 RAIN RIP RA PAD INV. 36' DRAIN INV. 30� DRAIN 0- t -DRAIN-- cl� (D 0 TTT (1) 0 w z! iii to %_ i I to I 01- to DRAINAGE SU I i i I .• 00 a+ 00 101 OD OD 00 00 0 I i 1 04 �0 00 c; - ----- ------- r - i _z_ --, 4--- �--_ �Z_ > 0 6 > z LY > z w 01 z z . z _zz 0 ,:F 1 0 MOD 0 '(0 ta-to-1 0 z Z 00 1 z 0) z fL 00 < 0 < 0 1 i i T 0) + —4-----f— ! . >; Vi A W W rv$ 230 R 0 Oj�% Z ul-w 741 1172UN A'i KC > W<w w 0 www I Ld I<_ _j _j _j w W (A w w w �__ _j i i 1 (0 (no w I I I Env) w -INSTALI-4L --IF- cn,-,Cn w U-1 w nF R J ------------ - f-= =- --- _T &"EWEk_0_-4, o (n W-!!4— ___wSTALl 0.5* -7— Mort SEWER LATERAL LINE TABLE STORM DRAIN LINE TABLE C.L. CENTERLINE M.H./MH za C> U-3 ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH I kflEly�ll _w n Ci- CATCH BASIN ao ::D 0 07- 0; + TOP OF JUNCTION BOX S/W SIDEWALK 04 INVERT Lj m p< EL/tLEV. ELEVATION D.W.S. cn PA PROPERTY LINE XRW EX. RIGHT—OF—WAY E.P. C�l CWS CALIFORNIA WATER SERVICE EX./EXIST. 30' DRAINAGE EASEMENT IN FAVOR OF THE COUNTY OF KERN PER DOC. NO. 000217045757, O.R. 30' DRAINAGE & CURB GUTTER EASEMENTEASEMENT TO BE IRR IRR IGATION DEDICATED WITH TOP OF CLEANOUT >_ THE FINAL MAP 6 PROPOSED GATE VALVE & VALVE 0 %00 C.O.B. BOX — SEE CWS PLAN a 0i r, UNLESS OTHERWISE NOTED. CO + STORM DRAIN JUNCTION BOX 04 PER C.O.B. DET. D-17. < - < fr= t EXISTING FIRE HYDRANT STA. 10+00.00 C.L. TO 21+09.57 C.L. SCALE: 1" = 50HORIZONTAL 1 = 5' VERTICAL m __.{ _— - -------- — - – -------- _7 INSTALL 75 If INSTAU 42.75 ----------- - ----------- 0 0.419.' 1 1 1 02.9 I INSTALL 1 —1--i "ST INSTALL :4�3.42 LF OF 36 00.10% 557.25 IIF OF RGJ-R 0 0.1 % 15840 LF` OF 30' RGJ- -RCP 0 10% _T L - z Lu x z w 3:1 w V) z W z Lj 0 0 z 0 Lf) 0 �O -00 0 w -1 0,0 • 0 cr. L4 6 2. 2. �6 0 awl 0 X n n 0 0 14 MMM a: z _v ___7z -4c Q z z z ZOw > 0 > zzz z z Q Z V) _z 0 Lf) 0 00 C9 Ycoy� ;;-c ccj 't C,4 C4 :R 0 0 19E LH cl +o)q-)O)O) b+ O)Mtri a 0)0)03 1 i M C-4 Oi 6 w 4,44 w 0 n Ip it) f') a 0) m r+ lm* >: w w > > > ILI w w 0 <1 Gi La W 41 0 ui w wl 0 w w W 4j W w _j _j W W to w TO. ;APPROXI ATE FINI ED I RADE 0 TERLIN GRADE CENTERrNE • 17 -4 —4 -4— L------- i w INV. 8" WATER 8' SEIER _4 .81-4 SEWER INV, E� SEWER NV. 30" DRAIN� 12V x 26 x 12" INV. 8' INV. 30 RAIN RIP RA PAD INV. 36' DRAIN INV. 30� DRAIN 0- t -DRAIN-- cl� (D 0 TTT (1) 0 w z! iii to %_ i I to I 01- to DRAINAGE SU I i i I .• 00 a+ 00 101 OD OD 00 00 0 I i 1 04 �0 00 c; - ----- ------- r - i _z_ --, 4--- �--_ �Z_ > 0 6 > z LY > z w 01 z z . z _zz 0 ,:F 1 0 MOD 0 '(0 ta-to-1 0 z Z 00 1 z 0) z fL 00 < 0 < 0 1 i i T 0) + —4-----f— ! . >; Vi A W W rv$ 230 R 0 Oj�% Z ul-w 741 1172UN A'i KC > W<w w 0 www I Ld I<_ _j _j _j w W (A w w w �__ _j i i 1 (0 (no w I I I Env) w -INSTALI-4L --IF- cn,-,Cn w U-1 w nF R J ------------ - f-= =- --- _T &"EWEk_0_-4, o (n W-!!4— ___wSTALl 0.5* -7— Mort SEWER LATERAL LINE TABLE STORM DRAIN LINE TABLE C.L. CENTERLINE M.H./MH =17 Q05MUCIMIN NOTE -Si - CONSTRUCT IMTH PHASE 1. ,&L STUB & PLUG WTH PHASE 1. CONTRACTOR SHALL HAVE THE 'W"'STORM DRAIN LINE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFIWNG TRENCH. (�)CONSTRUCT LATERAL & STORM - DRAIN CROSSING PER DETAIL C ON SHEET 2. 11+00 12+00 F_ INSTALL 25.42 INST'All 15. L' _4 OF 1§7-RO ._0_["__wll�_RCP 0 0 1,1% 0 0.90c 0 w w z 3: Z r ui $ot P-i%w _j U4 7 -j 6 >; >: >: >: > W i z zlzzz 0 > -Z w _--i-tXi1-�NNdam• 0 -to 04z LL:to• _j C-4 wC.. . cn .0 .1 j": 0i -4 IM 0) N < w CD w cr >: < w w ui 13L UJ w w z w (n wiuj W W n 0 wl L 7-- t __ INV. 18m RAIN 7 A SECTION 3 SCALE: 1" = 50' HORIZ. 1 to = 5' VER T. 418 416 414 412 410 408 406 404 402 4-0-0 398 396 394 392 F.L. STORM DRAIN LINE TABLE C.L. CENTERLINE M.H./MH DISTANCE ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH I kflEly�ll _w DISTRICTCB S 0-5449- W CATCH BASIN =17 Q05MUCIMIN NOTE -Si - CONSTRUCT IMTH PHASE 1. ,&L STUB & PLUG WTH PHASE 1. CONTRACTOR SHALL HAVE THE 'W"'STORM DRAIN LINE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFIWNG TRENCH. (�)CONSTRUCT LATERAL & STORM - DRAIN CROSSING PER DETAIL C ON SHEET 2. 11+00 12+00 F_ INSTALL 25.42 INST'All 15. L' _4 OF 1§7-RO ._0_["__wll�_RCP 0 0 1,1% 0 0.90c 0 w w z 3: Z r ui $ot P-i%w _j U4 7 -j 6 >; >: >: >: > W i z zlzzz 0 > -Z w _--i-tXi1-�NNdam• 0 -to 04z LL:to• _j C-4 wC.. . cn .0 .1 j": 0i -4 IM 0) N < w CD w cr >: < w w ui 13L UJ w w z w (n wiuj W W n 0 wl L 7-- t __ INV. 18m RAIN 7 A SECTION 3 SCALE: 1" = 50' HORIZ. 1 to = 5' VER T. 418 416 414 412 410 408 406 404 402 4-0-0 398 396 394 392 F.L. AROMA]]= FLOWLINE R/W RIGHT—OF—WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE _w DISTRICTCB mown= am ow mummmm am am � CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK INV. INVERT FH FIRE HYDRANT EL/tLEV. ELEVATION D.W.S. DESIGN WATER SURFACE PA PROPERTY LINE XRW EX. RIGHT—OF—WAY E.P. EDGE OFPAVEMIENT CWS CALIFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G & CURB GUTTER STANDARD IRR IRR IGATION T.O.0 TOP OF CLEANOUT SURVEY MONUMENT 6 PROPOSED GATE VALVE & VALVE 0 STORM DRAIN MANHOLE PER C.O.B. BOX — SEE CWS PLAN SID.DIA. EXISTING GATE VALVE UNLESS OTHERWISE NOTED. 4�J PROPOSED FIRE HYDRANT STORM DRAIN JUNCTION BOX ASSEMBLY — SEE CWS PLAN PER C.O.B. DET. D-17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.V OPENING PROPOSED 2* BLOWOFF PER C.O.B. STD DET. D-14, ASSEMBLY — SEE CWS PLAN UNLESS OTHERWISE NOTED. CONSTRUCT SEWER MANHOLE PER /—PIPE SIZE N.O.R.S.D.'S STANDARD DETAIL S-7. 8*S —UTILITY- W—WATER S—SEWER EXISTING SEWER MANHOLE G—GAS D—DRAIN EXISTING SEWER CLEANOUT II LEGEND ay. (QON"I"J"L TOP OF MANHOLE 351.9 T.O.B. D.0 TOP OF JUNCTION BOX 351.9 T. TOP OF CLEANOUT CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. STD. CONSTRUCT SEWER PER N.O.R.S.D. STANDARD _w PROPOSED WATER — SEE CWS PLAN mown= am ow mummmm am am � me on mawsm TRACT BOUNDARY EXISTING SEWER EXISTING WATER EXISTING STORM DRAIN EXISTING GAS mm nm sm vm sm PHASE LINE EASEMENT LEGEND ITEM OF WORK — SEE SCHEDULE SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN 418 416 414 412 0 408 40-6 404 402 400 398 396 394 392 t; lAffis 111** f .1 INV. 9' SEWER SEC11ON 3 J SCALE: 1 50' HORIZ. 1 5' VER T. 41 41 • 41 41 41 40 40 40 40 39• 39 39 39 SCALE: 1 = 50' 50 25 Ot 50' 100' 6m -m II II CWS M PLAN Id I F _j —� vi ,,,y 1 c� 1 c, # # o I o I c� 9 5 8 0; 6 7 I I I I I 1 I W W W W I I� M � � w � � � + w ww P/L w w Ucz) C1 W „ V) U) cn U) I < t t/1 to civ � rn � � 10- i Cre + + + + + + + , v) V i� __ __ �._ __ _ _ �. ; z o 0 FL 1' # N 10 _ _ 11 00 _ -_ 1 N _ 13+00 S891 9'29�E 496.x' 00 —' 8" SEWERs 275.00' 0 8"SEWER 250.00' FL S _ 8"W—SEE R jW II_ t -- II• I ca I I I o I 4 a_ I I a CWS PIAN I ca 1 o I o cn cn37 cis c� o cv # I c*a rn �; c a36 a:: cot C� I •LU 0 ;35 41 40 �03 8�— .� 34•i 1 "w �v W ° w tL&jo W I V I 1(5 ~4 I I c'a'n I Z. t . w c� 1 z 1 1 1 1 U) cn I # I V) ft— 061 4 s fn bQ to � cn _j � r` ¢ ITiP•) C14 = u(i r co co 06 1 06 06 06 00 Im 06 _ ° (I < � �c, # o 1 1 �aC ,d' + 1 r, 1 to 1 + cFiz I cin p r__, v' (n d J. CWS PIAN ryj � I WWI 11 1 1 NEDERLAND WAY SEE SHEET 6 i A Q" T r' "' E E 10+00.00 21+40.86 H1 is = 5' VERTICAL ORIZONTAL I i PH_/ -\SE 3 1 I P Ir -1 A ��, Fj _P 11_� Ii x N O Z --I W W (n X Z 06 Z` h ++ 04 $— V) cnx m W eLe Ld e— -� O F-- I 43 33.15' x 21 1x k � � i `s 3 � � , ___m. Al SI�I�! ____�-___ e1+/C7. +®• __(j(�t�\_,»_'♦___,.___.________-_______._..._......t#�iJi( ._°__a______..Ym,....._. ,...}€IjjjjF ..._ ____.__. ° �jp�Ii�f} _._.....�..��_��i1'i �°._..___ i {€1t(� ii���j{ . _'°. _iIktii{ ._._. ______..__..»_.._._...,rvi�tpi . ..°a ...___.._,..,. _�______._�.�}�3i._._,_.._....___. .._.._.._�__ ° _ ttt�s __%•?.'_^� . _•"_-ii� ..---..__,__._-__ i1#[i4i€jt ._._ _._°_ ___.. .f �i�°�d . _...__"___.._._._.._i1f_iF{ _._.....____...2....:1jrS';iI, ......___.-_...-.—• .�_. _3i3t7�1�i-iif .___�._8..__.___.___ _....fij€�f ____�.__ .._..__.-..- `�.-"""'_ai';�fi __...._.__._.....__.._..,».._.».._-,._....._...... t�i'��k _�.______.v.__..._��S�f#1ii d...v"��,"��-€Etf -_""�"" ._.._..•,_._..i�P...._ ..■...�._ i_____.._.�_°_..___..._��i}3 ........._-.__�_-__. ___..�..-��j{:{�d[ -- m..._.._._.______�.".._._..._,..".�"....7skyqY!�j ___.._._`.�m_._._'_»...__._-_`—___...__"_—_te"�jttlit!?i-' .,- ._,° _......- .._ —" _—_ GRADE 0 CE�TERLINE _ jjtK ` i OXMA FINISH INIS �.71 iWA r 27 2 _____ INV. SEWER ___ 1.08' 2 INV. 8SEWER#N 111pi 13 €I(t1 NtV Lcii: )0 t0 to 2 aQI W � Z$ Z J .1 00 im 6)_77 i:m+g�+ v .9J`� � ii6�wIH 4-- W INSTALL W w Wi w VI w w w wINST 275.00 LF OF $" PVC SDI35 -0. 4% INSTALL 2 LF 8H PVC 35 2.69 INSTALL 40.00 OF 8" VC SDR 5 SE 0 0.24 *.00 LF . _L_J_t E m$e LEGEND (CONT.)-*,, 0_ � p TOP OF MANHOLE �.a e �....--- �r"""" TOP OF JUNCTION BOX 35i.9 TOP OF CLEANOUT -- — — CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. STD. 5 CONSTRUCT SEWER PER N.O.R.S.D. STANDARD W PROPOSED WA — SEECWSPLAN rBOUNDEXISTING :• r _ EXISTING WATER TABLE EXISTING STORM DRAIN ABBREMATM EXISTING GAS SEWER LATERAL EINE EASEMENT LEGEND F.L. FL NE R f W RIGHT—OF—WAY A 2 SHEET WHERE SECTION IS SHOWN LINE BEARING DISTANCE C.L. CENTERLINE M.H./MH MANHOLE L1 S 2113'10" E 37.60' ELEV. ELEVATION SMH SEWERMANHOLE N.O.R..D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE L2 S 0'48'31" W 11.62' DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB MADE BREAK L3 S 61'12'22" E 26.66' T.O.B. TOP OF JUNCTION BOX S f W SIDEWALK INV. IN T FH FIRE HYDRANT L4 S 0°48'31" W 13.60' EL. . ELEVATION D.W.S. DESIGN WATER SURFACE L5 S 0'4#1'31" W 9.25 PA PROPERTYLINE XRW EX. RIGHT—OF—WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE L6 S 5014'18" W 41.44' EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER STANDARD IRR IRRIGATION T.O.0 TOP OF CLEANOUT SURVEY MONUMENT s PROPOSED GATE VALVE & VALVE STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN STD. DET. SW -4 & SW -5, " DIA. EXISTING GATE VALVE UNLESS OTHERWISE NOTED. PROPOSED FIRE HYDRANT U STORM DRAIN JUNCTION BOX ASSEMBLY — SEE CWS PLAN PER C.O.B. DET. D--17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5' OPENING PROPOSED 2" BLOWOFF PER C.O.B. STD DET. D-14, ASSEMBLY — SEE CWS PLAN UNLESS OTHERWISE NOTED. CONSTRUCT SEWER MANHOLE PER' ----PIPE SIZE N.O.R.S.D.'S STANDARD DETAIL S-7. 8"S UTILITY: WA S—SEWER EXISTING SEWER MANN G—GAS D—DRAIN EXISTING SEWER CLEANOUT LEGEND (CONT.)-*,, 0_ � p TOP OF MANHOLE �.a e �....--- �r"""" TOP OF JUNCTION BOX 35i.9 TOP OF CLEANOUT -- — — CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. STD. 5 CONSTRUCT SEWER PER N.O.R.S.D. STANDARD W PROPOSED WA — SEECWSPLAN rBOUNDEXISTING :• r _ EXISTING WATER EXISTING STORM DRAIN EXISTING GAS PHASE LINE EASEMENT LEGEND ITEM OF WORK -- SEE SCHEDULE SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN CONSTRUCT PIPE SADDLE PER PIPE SADDLEDETAIL ON •USED) CONSTRUCT WTH PHASE 2. Know t Call before you dig. @IIIIIIII 4 220 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 10 uKtmfm 00 UKPJN 10z).vv R1 I 51.00' A XLL-Lyi I W —W- -18* DR r000-4— �RJW 7 41.00' 4 4 1 � R/W -j > Is. Q:� cr- Q.,� W -SEE w W c>'CJ C c> C>T8�W-SEEI C> C) I C� I c� 5, 1 C> I C) C3 CWS PLAN C> C) C) C$ C) c� c> CWS PLAN c� C� c� C) c� I.- c� c� C! ca lc� C� Ica m cn m 0 C" 0:: 05 W M C> C8 0%9 W 0:� OR cr 12. 8 CN t6 W- Uj + 27 2 25 Q:M Pr} jj�f^ 0% A, x 0% cn 8 m W m 0:: A *3z F5 Wi Ju U:vzj z8 V/ 6w 24 0::23 0 -cc W wav Q5 b �uj t9 W C4 UJI U-1 LLj :t� m L0 z (n cn V) V) V) V) U) cf) CY- 40 cn -j x P -1 4 1 W I Uj I W I W LU I I - (n C> C) 0 W 22 'a 0 1 cn = = LAJ 0 20' 26 1E -J ei U>j Go Uj co Go 06 2) "06 C6 1 n n a; � t5 0 cn oi Ui rl- Ul 16 301. r-: n r- to LO to In t1- LO r-: = U- Ln PA C14 V) 46 3: 011 00 to CI -4 Lo pe) to -4- r- to 00 + us 1* to 00 (1, Z 16 ui 00 06 PSL -- . -j * R I "o C3 I co -j + + (TYP-) + j + + F5 00 C) cr- + + + + + + + + + U- + LAJ bi LO (0 ILO a 0 C14 C'4 t.-) + 0 n C) C21 00 1 00 0) 1 m c14 C14 CN + a z I C�, + cn + cq 04 - 00 C14 m U: 0 to + + 0� m + (n to g a) co < -J IM + + x cn (f) (f) (n V) V) f� v- t;z 0 W cn cn z 0 (n z 0 cm �- W F- �5- " i co is- ;� 6 �.: 6 W W (n (0 En (n7. V) Q (n r7' (n r :XT < 8 8I-31, o"" . ....... .. 7 j— S3 P -1 IN 2 o i x h,w NEDERLAND WAY MAW SEE SHEET 6 mO A Fm Fm STA. 10+00.00 C.L. TO 21+89. /u k L. SCALE: 1" = 50' HORIZONTAL 1 = 5' VERTICAL ----------- 420 1 INS 49.18 LF OF 1 RGJ- 418 4- Z 416 X 0 0 414 — ------ 0 Z �n —4- 0 z 3: On* T Z. *00 co - --- — -------- 412 0 Uj z : , cj > !z ZZ s i z z I 00 z -0 < 410 00 OD (0 U- 0 to 0; (0 co a: -j + C3 + co 0) 408 Of > Al. APPROXI'ATE FRINI ED i APPROXIMATE FINISNt 0 L4 n W W i --� �, ::2; i i i 1- �- 0 z W GRADE 0 ONTERLIN GRADE CUMEENN W UL —W T- 406 I Ot T 0-0- T- 404 402 ------ . ... ....... ... 400 . .............. 2 INV� 8' SEt 398 2 V. 8" R 396 F TT 2 1 INV. DRAIN I o4 2 2 INV 8"' SEWER 3 F-: 94 1 0 1 0 LLI SEWER C) 'Ito W INV 8" 3 92 -4- tO Ul) to t6 a OD ►0 Go C5 00 a 0 OD 00 cn OP 00 00 z Z -J d (7) 001000 z > zw >: z z 390 (3- z 0 -. I I i x �i z z 0 t2.1 1 06 C-4 0 W 10,0 co :z z 06 2: Uj v v- v- 9U UU U3 + + 388 < :m 0) + N tn• (m ch tn to + N to �-4i I 0) Irmr) WO) Iq 0) W 0 o Com) w W vv -W r -4-- I -j Tj AVOA1Y*J- 4- An h-- Jxj + < 0 N41 ED t) z CEN E {MADE f,4 it - Its - - I W -j -i I i i W -i U _j W I cn -j -j INSTALL 165.00 y cn W = OF W W I cn w w I ER 0 0.20 IN PVC I INSTALL 250.84 OF Ii .3. PVC SDR 11.70% 8 PVC SDR ce -pw-W>w-j $TALL 26J16 LF OF 8 ISER 35 �EWER 0 ti.69% 8" 'VC SDR �5 SEWER 0 0.49X %586 0 _v, I - 1i W W t I I W to 25 14' INSTiALL 253.ig LF OF 18p PVC SDR 35 SEWER 0 - (n INSTAI�L LF OF 0 35 SEW 0 4242 J. 384 wort NSTALL 41.00 LF OF >J R OF 18 RGJ- Rr 0 --0.11% 0 0.11 jj ff 1 -J- ul 04 tol- 004 D- m F, C> Z W 0 v- v- ® j z - �1W j d W zgz W 00. Vt tO I- U- W wW cr- 64 0! CR 20 , .000 0 m + + t Hlano) - CLW fo- •W cL 0 0 W � t- >; 0 W L 0 z a 0 WWW ov)zn cn Uj Uj W INV. 8' DRAIN IN'. 18" D R I N INV. SEWER SECTION 5-) SCALE: 1" = 50' HORIZ. 1" = 5' VERT. 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390. [Iffers L x-crikol: F.L. ABOREMAMONS FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE CENTERLINE DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK s CONSTRUCT SEWER PER N.O.R.S.D. STANDARD TOP OF JUNCTION BOX S/W SIDEWALK INV. INVERT FH FIRE HYDRANT EL/ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE PA PROPERTY LINE XRW EX. RIGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER SCALE: 1 50' STANDARD IRR IRRIGA11ON T.O.0 TOP OF CLEANOUT Li SURVEY MONUMENT 44.84! A PROPOSED GATE VALVE & VALV,-A 0 STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN SOO`48'31*W STD. DET SW -4 & SW -5, 48- DIA. EASING GATE VALVE UNLESS OTHERWISE NOTED. EXISTING STORM DRAIN "IK-JPROPOSED FIRE HYDRANT L3 STORM DRAIN JUNCTION BOX 37.53' ASSEMBLY - SEE CWS PLAN PER C.O.B. DET. D-17. EXISTING FIRE HYDRANT NOO*48'31*E CATCH BASIN W 3. OPENING PROPOSED 2' BLOWOFF PER C.O.B. STI) DET. 0-14, I ASSEMBLY - SEE CWS PLAN EASEMENT LEGEND UNLESS OTHERWISE NOTED. CONSTRUCT SEKR MANHOLE PER /—PIPE SIZE N.O.R.S.D.'S STANDARD DETAIL S-7. 8*s —uliLiTy.. SECTION LETTER W -WATER S -SEWER SIZE EXISTING SEWER MANHOLE DISTANCE G -GAS D -DRAIN EXISTING SEWER CLEANOUT 17+00 18+00 9 420 418 416 414 4 4 n 14 410 408 406 404 402 400 398 396 394 392 39-0- 388 386 384 22+00 22+50 m LEGEND, -(C2"-. Q0N$jRQQ11Qbj blQTES: TOP OF MANHOLE 3519 T-"' (j> WATER UNES ARE SHOWN FOR REFERENCE ONLY. SEE CAL WATER 0-�� TOP OF JUNCTION BOX PLANS FOR DESIGN AND FOR RESOLUTIONS TO CONFLICTS WITH OTHER L1nU11ES;. TOP OF CLEANOUT CENTERLINE 4QCONSTRUCT NTH PHASE 3. CONSTRUCT STORM DRAIN PER C.O.B. STD. s CONSTRUCT SEWER PER N.O.R.S.D. STANDARD W— PROPOSED WATER - SE CWS PLAN SEWER LATERAL LINE TABLE TRACT BOUNDARY LINE BEARING DISTANCE EXISTING SEWER SCALE: 1 50' Li N48'01'31 "W 44.84! 50' 25' 09 50s 100' EXISTING WATER L2 SOO`48'31*W 8.16' 1 EXISTING STORM DRAIN L3 S5610*08"W 37.53' EXISTING GAS L4 NOO*48'31*E 22-68' on nm so mm am am mm on a= PHASE LINE I EASEMENT LEGEND STORM DRAIN LINE TABLE ITEM OF WORK - SEE SCHEDULE SECTION LETTER LINE SIZE BEARING DISTANCE A L5 1 18! N57*16'49"E 49.18' 2 SHEET WHERE SECTION IS SHOWN Know what"sbelow, Call before you dig. IIIIIIIII Lo"01 6" MIN. ---1 �,--j f--6' MIN. 2 SACKS SAND - CEMENT SLURRY 6" -1 24" STORM DRAIN MIN. • CEMENT SLURRY CONCRETE PIPE SADDLE DETA11- PER C.O.B. SM. DET. D-9 SCALE: NONE 1� 1 11 MOFFAT STREET LA JUNTA STREET KOWA STREET SEE SHEET 3 SEE SHEET 4 SEE SHEET 5 ;=1531NAA, �*j:4QP!1:qhm LA JUNTA STREET SEE SHEET 4 NEDERLAND WAY STA. 10+00.00 C.L. TO 17+70.16 Clo SCALE: 1" = 50' HORIZONTAL 1 " = 5' VER11CAL KOWA STREET SEE SHEET 5 W TM -A, INSTALL 17.4 7 LF OF INSTALL 9.16 LF 36' RQ -RCP OF 18" GJ -RCP __ff4sTALt_ a 2-6 ---------- z I T OD Q Z X, - z 3:: om (0 !0- Z 0 to (0 ©its 'c 3 0 00 to to > Fz en) W C5 W z W 04 -:) + c1q W N to jf'111� it 71 0) 0 1113 (n 81 lot < < < < 0) f4f) < W n Mme' C14 re) Pt) m a- 0 - CL t!9Ir < LLJ LLI .2 1,APPROXIMA-TE-RNIJE61 >; cl- f W_ CV W_ Uj W W%p.W W LJ CL U PPROXIM TE FINISH cr GRADE 0 CENTERLIL-A! 0:n a Li cnv) W W W 7_ T. 0m T -------- - - 1 8 WATER 8 7 5 '4 6 5 INV. 36" DRAIN 4 _T 7- NOW 4 3 IN 8 SEWT ............ ..... iv i I i i 0 F- f"- _j 2 _j I I I I I z 0 1 0i L 2 D 13c: z i INV. 8* �-o .0 0 0 m 00 tClC4 0, 0 1 1 a 0 oz3t:w § I I z 0 V) 00 > > -PCv-0_ _gN cc 00 _0>0� 00* - - --------- Z IX _j z W•- - ____ + + W z zzz 00> 0 0 Z> 0 0 CC > W z I I 1 -1 , W 0 co 17 Z z z _j - 1�_ 0o C%j N �4 z a- u-) 3: ffi + 0 0) c < N C4 C-4 -�Z- W-.0 00 1 Z (I OD U*) to W N t____ I z o- (0 + 0) 0 0) 1 + I I Wto < n 1c; c) 0* 0)0) + n V) LU LN 16� �LFj INSTALL Sj GJ -RCP F 18 GJ R - rL111- C 04 < 1.5 WW Aj cf) W 4 _j > W,^ -j W ii W (0 _j _j W U W U) W W W LLj W W Wd W _j -4- ____•iW1 FTALL-tN Br_� aun 00 �Pvc SOR .35 SEWER 0 O.�0 80 Pvo SDR 35 ISM 0.24X 0.'52X 0.41X INSTALL 154. LF OF INS 154.�O LF OF 8- PVC SDR .35 0 �.52X STALL 173.62 LF OF 8 PVC SDR SEWER - --------- ------- mm# 15+00 16+00 420 418 416 414 412 410 408 406 404 402 400 398 396 QA 392 390 388 386 384 382 m� CONTRACTOR TO VERIFY LOCATION & INVERT ELEVATION PRIOR TO BACKFILL AND PROVIDE INFORMATION TO ENGINEER. LEQEND LEGEND (QONTA STORM DRAIN LINE TABLE AEMREMA)IM 'Z1.9 T.0. F.L. FLOWUNE R RIGHT-OF-WAY q .0,9 - TOP OF MANHOLE UNE SIZE BEARING DISTANCE C.L. CENTERUNE H M.H. IM MANHOLE mc, TOP OF JUNCTION BOX Li 36" NOO*48!31*E 17.17' ELEV. ELEVATION SMH SEWER MANHOLE 9 TOP OF CLEANOLIT SCALE: 1 50' N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE CENTERUNE L2 ler N31V'37*E =29-16- DISTRICT NO. 1 CB CATCH BASIN 50' 25' 00 50' 100' T.O.M. TOP OF MANHOLE GB GRADE BREAK CONSTRUCT STORM DRAIN PER C.O.B. STD. T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK CONSTRUCT SEWER PER N.O.R.S.D. STANDARD _j INV. EL, V. INVERT FH ELEVATION D.W.S. FIRE HANT YDR DESIGN WATER SURFACE W PROPOSED WATER -SEE CWS PLAN Q/ WATER LINES ARE SHOWN FOR REFERENCE ONLY. SEE CAL WATER PA PROPERTY UNE XRW EX. RIGHT-OF-WAY PLANS FOR DESIGN AND FOR RESOLUTIONS TO CONFLICTS WITH OTHER UTILITIES. E.P. EDGE OF PAVEMENT CWS CALIF IA WATER SERVICE TRACT BOUNDARY EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT EXISTING SEWER CONSTRUCT WITH PHASE 1. C/G CURB & GUTTER STANDARD IRR IRRIGATION T.O.0 TOP OF CLEANOUT EXISTING WATER 3 CONSTRUCT WITH PHASE 2. 0 SURVEY MONUMENT STORM DRAIN MANN PER C.O.B. OLE s PROPOSED GATE VALVE & VALVE BOX - SEE CWS PLAN EXISTING STORM DRAIN CONSTRUCT WITH PHASE 3. STD. DET. SW -4 & SW -5, 48* DIA. EXISTING GATE VALVE EXISTING GAS STUB & PLUG AT PHASE BOUNDARY. CONTRACTOR SHALL HAVE UNLESS OTHERWISE NOTED. )O�JPROPOSED FIRE HYDRANT THE STORM DRAIN LINE STUB LOCATION AND INVERT SURVEYED STORM DRAIN JUNCTION BOX ASSEMBLY - SEE CWS PLAN un PHASE LINE PRIOR TO PLUGGING AND BACKFILLING TRENCH. PER C.O.B. DET. D-17. CATCH BASIN W/ 3.6 OPENING EXISTING FIRE HYDRANT PROPOSED 2* BLOWOFF EASEMENT LEGEND CONNECT TO STUB WITH PHASE 2. Know Wheys below. PER C.O.B. STI) DET. D-14, ASSEMBLY - SEE CWS PLAN ITEM OF WORK - SEE SCHEDULE CONNECT TO STUB WITH PHASE 3. Call UNLESS OTHERWISE NOTED. before you dig. CONSTRUCT SEWER MANHOLE PER /-PIPE SIZE SEC11ON LETTER OCONSTRUCT TEMPORARY CLEANOUT PER N.O.R.S.D. S. DTL. S-6 M N.O.R.S.D.'S STANDARD DETAIL S-7. 8"S-UlILJTY.* AWITH PHASE 1. REMOVE & RELOCATE WITH PHASE 2. W -WATER S -SEWER- G D--DRAIN2 - - - 1.2-6968 P h 1 - 10 EXISTING SEWER MANHOLE --GAS V INSTALL RELOCATED TEMPORARY CLEANOUT PER N.O.R.S.D. SM. EXISTING SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN DTL. S-6 WITH PHASE 2. REMOVE & RELOCATE 'NTH PHASE 3. �iillllll 412 410 408 406 404 402 400 398 396 394 392 390 388 386 384 ILIFF STREET STA. 10+00.00 C.L. TO 21+37.83 C.L. SCALE: 1 = 50' HORIZONTAL 1 " = 5' VERTICAL PHA E 5 I P H A; F 4 1##_ # I I Ii T - ---- - - -- -- - - - - - - - - -- - - 4- ----- ------- T' FI DIED APPROXIMATE GRADE! 0 CEN7ZUNE GRADE 0, CD m �APPROXIMATE_.FINL t RIUJ E --------- - -------- - t ------ -- ------------------- -- --C -- ----- - --- --------- --------------- — --- ------ — - --------- ------- ---- ------- T-, . .......... IS' WATER SEWER SEA" 2 INV. 8" INV. DRIAIN 2 IS INV. " --- -------- - -------- 8w 2 2 SEWER INV. SEWER c� 7 W i 04 00 0 0 (h Z LU to W C'l C.4 . U) � to U,) 0 1 OD 00 U) 00 00 OD ODI I I I I t i I i 1 0* i _j 0 _0 ---------- Z---------- Lj z Z 9 1 z z z Z 00 061 nD 0 00 1 1i 1 1 o67. 0 0 + Q: X ----- ------ --------- `4 ---- ------- i tt-ro.-t I t z 01 Z 04 Z 0)0 Lf (a d to (:; cq Lf) t6 t6 + I OD m+ 60 0) 0) C lot V_ C) ------------ N -- - ---------- - -- t <WW W W W W Lq W _j _j W W Hr _3 _3 1 cncn W ----- ---- dwww __jNSTALL ____1NSTALL_2WW_LF_Of� SDR -35 I INSTALL �3 StwER PVCj, > W, ------------------ ------ _41 -- --- ---------------- ----- ----- - - ----- i .1-1-�-.--l��----,11----,1-1--!L--,.,-,-�-. - ---------- 10+00 11+00 12+00 13+00 LEQEND F.L. ARMEMAMS FLOWLINE R/W RIC4iT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVA11ON SMH SEWERMANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GI3 GRADE BREAK T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK INV. INVERT FH 8*W - SEE EL/ELEV. --Oft D.W.S. DESIGN WATER SURFACE PA PROPERTY LINE XRW EX. RIGHT-OF-WAY E.P. L CWS CALIFORNIA WATER SERVICE EX./EXIST. 1EXISTING K.C.D.S. CWS PLAN C/G CURB & GUTTER STANDARD -T•AM TC A TOP OF CLEANOUT .00* 00 110 tJ 0 cv 0 0 to CD C3 CD CD 0 C> C1 C� I c7N C) 1 C> tc; Of CW <D C+ CD o c> 2 W C14 m 3 5 6 d 8 04 9 10 125 LLJ 100606 N z co z I'Ll PA I'A 11j Uj L n n 88 !� I + Ld En Ld cn Uj Uj (TYP.) Lj (n Uj6A V) z6061 n Uj WLIz: Ld LLJ 00 CO W OD CD + + 06 06 cd 06 06 00 LO Z < I (N (N + + 00 I,- I - co L0 I 06 00 I 0)0) cn L0 + CD 00 + 00 + 04 0 j) re) v 0) + t2 + -4- + 04 + + ( D c L ((n < I< V) V) R/W cvn) lcvn) < —4 _j _T 8* SEWER 335.W N- FL -b I I I I Fr _WWM 3NIUd 412 410 408 406 404 402 400 398 396 394 392 390 388 386 384 ILIFF STREET STA. 10+00.00 C.L. TO 21+37.83 C.L. SCALE: 1 = 50' HORIZONTAL 1 " = 5' VERTICAL PHA E 5 I P H A; F 4 1##_ # I I Ii T - ---- - - -- -- - - - - - - - - -- - - 4- ----- ------- T' FI DIED APPROXIMATE GRADE! 0 CEN7ZUNE GRADE 0, CD m �APPROXIMATE_.FINL t RIUJ E --------- - -------- - t ------ -- ------------------- -- --C -- ----- - --- --------- --------------- — --- ------ — - --------- ------- ---- ------- T-, . .......... IS' WATER SEWER SEA" 2 INV. 8" INV. DRIAIN 2 IS INV. " --- -------- - -------- 8w 2 2 SEWER INV. SEWER c� 7 W i 04 00 0 0 (h Z LU to W C'l C.4 . U) � to U,) 0 1 OD 00 U) 00 00 OD ODI I I I I t i I i 1 0* i _j 0 _0 ---------- Z---------- Lj z Z 9 1 z z z Z 00 061 nD 0 00 1 1i 1 1 o67. 0 0 + Q: X ----- ------ --------- `4 ---- ------- i tt-ro.-t I t z 01 Z 04 Z 0)0 Lf (a d to (:; cq Lf) t6 t6 + I OD m+ 60 0) 0) C lot V_ C) ------------ N -- - ---------- - -- t <WW W W W W Lq W _j _j W W Hr _3 _3 1 cncn W ----- ---- dwww __jNSTALL ____1NSTALL_2WW_LF_Of� SDR -35 I INSTALL �3 StwER PVCj, > W, ------------------ ------ _41 -- --- ---------------- ----- ----- - - ----- i .1-1-�-.--l��----,11----,1-1--!L--,.,-,-�-. - ---------- 10+00 11+00 12+00 13+00 LEQEND F.L. ARMEMAMS FLOWLINE R/W RIC4iT-OF-WAY C.L. CENTERLINE M.H./MH MANHOLE ELEV. ELEVA11ON SMH SEWERMANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GI3 GRADE BREAK T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK INV. INVERT FH FIRE HYDRANT EL/ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE PA PROPERTY LINE XRW EX. RIGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE EX./EXIST. 1EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER STANDARD -T•AM TC A TOP OF CLEANOUT 6 PROPOSED GATE VALVE & VALVE BOX — SEE CWS PLAN EXISTING GATE VALVE *�J PROPOSED FIRE HYDRANT ASSEMBLY — SEE CWS PLAN EXISTING FIRE HYDRANT PROPOSED 2* BLOWOFF ASSEMBLY — SEE CWS PLAN /—PIPE SIZE 80S —U11UTy- W—WATER S—SEWER G—GAS D—DRAIN LEQENQ (Q!QNL): 35- 1.9 T. .0. WAU-1-0-01. TOP OF MANHOLE OeB. W-A�_1071 SURVEY MONUMENT 1.9 f0, C. STORM DRAIN MANHOLE PER C.O.B. STD. DET. SW -4 & SW -5, 48 DIA. UNLESS OTHERWISE NOTED. SECTION LETTER STORM DRAIN JUNCTION BOX S PER —W CATCH BASIN W/ 3.5' OPENING PER C.O.B. STD DET. D-14, UNLESS OTHERWISE NOTED. CONSTRUCT SEWER MANHOLE PER, N.O.R.S.D.'S STANDARD DETAIL S-7. E)aSTING SEWER MANHO•L E EXISTING SEWER CLEANOUT 6 PROPOSED GATE VALVE & VALVE BOX — SEE CWS PLAN EXISTING GATE VALVE *�J PROPOSED FIRE HYDRANT ASSEMBLY — SEE CWS PLAN EXISTING FIRE HYDRANT PROPOSED 2* BLOWOFF ASSEMBLY — SEE CWS PLAN /—PIPE SIZE 80S —U11UTy- W—WATER S—SEWER G—GAS D—DRAIN LEQENQ (Q!QNL): 35- 1.9 T. .0. WAU-1-0-01. TOP OF MANHOLE OeB. W-A�_1071 TOP OF JUNCTION BOX 1.9 f0, C. PHASE LINE TOP OF CLEANOUT CENTERLINE SECTION LETTER CONSTRUCT STORM DRAIN PER C.O.B. STD. S CONSTRUCT SEWER PER N.O.R.S.D. STANDARD —W PROPOSED WATER - SEE CWS PLAN TRACT BOUNDARY EXISTING SEWER wo CONSTRUCIMN N 11M, CONSTRUCT PIPE SADDLE PER PIPE SADDLE DETAIL ON SHEET 6. CONSTRUCT WITH PHASE 4. SEWER LATERAL LINE TABLE EXISTING STORM DRAIN EXISTING GAS PHASE LINE EASEMENT LEGEND ITEM OF WORK — SEE SCHEDULE SECTION LETTER A 2 SHEET WHERE SECTION IS SHOW wo CONSTRUCIMN N 11M, CONSTRUCT PIPE SADDLE PER PIPE SADDLE DETAIL ON SHEET 6. CONSTRUCT WITH PHASE 4. SEWER LATERAL LINE TABLE 91HINH &% 411 2- 410 408 406 404 40-22 400 398 396 394 392 390 388 386 384 SCALE: 50' 25' 0* 50's 100' I %m �6" I Know what's below. Cal I before you dig. 91HINH I I cr_ ABORUA319K FLOWLINE C) n 8"W -SEE CWPLAN S C) C1 MANHOLE PHABE 6 SMH SEWER MANHOLE N.O.R.S.D. C) I C) 0i 0 0i C) m a; P Hrl\- S 5 T.O.M. " ` GB CD 40 1 14 39 1 38" NL 1 36� 1 2 N C> I C) C1 C) 3 c1q I 4 Z 10 cn W 9 LLJ W (n I 06 400600- "r 006 tet- V) Ld (10 . te) <@- OD + 0) as 06 pe) 04 I + + PA n Ljr) C/G CURB & GUTTER 0) 0 t + + C14 + LLj n (TYP-) + < V) A PROPOSED GATE VALVE & VALVE STORM DRAIN MANHOLE PER C.O.B. + + C14 STD. DET. SW -4 & SW -5, 46r DIA. EASTING GATE VALVE 8* SEWER 260.00' FL I I cr_ ABORUA319K FLOWLINE C) n 8"W -SEE CWPLAN S C) C1 MANHOLE F-: ELEVATION SMH SEWER MANHOLE N.O.R.S.D. C) I C) 0i 0 0i C) m a; a m I.— 0 T.O.M. " ` GB CD 40 1 14 39 1 38" 1 07 36� I W 0; 35 I. 42 (§ Zt6i Q 8 4100 - W (n I 06 DESIGN WATER SURFACE I 06 I (�nv Ln 6 �: I 02 -11 => C5 n (n 06 r'") 04 I 110 6 1 PA n 1 00 n C/G CURB & GUTTER 35f.y 0 t LO 06 6 C14 + co + n (TYP-) + + 04 14, A PROPOSED GATE VALVE & VALVE STORM DRAIN MANHOLE PER C.O.B. + + C14 STD. DET. SW -4 & SW -5, 46r DIA. EASTING GATE VALVE N 64`09'18 E + V-JPRoposED nREHYDRANT U i '�'-c (n En CENTERLINE (n V) (n (n EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5' OPENING PROPOSED 2' BLOWOFF F<� (n CONSTRUCT STORM DRAIN PER C.O.B. STD. ASSEMBLY - SEE CWS PLAN L3 UNLESS OTHERWISE NOTED. cn N 0'48'31" E 11.87' CONSTRUCT SEWER MANHOLE PER /—PIPE SIZE •—s N.O.R.S.D.'S STANDARD DETAIL S-7. 8mS —U11UTY-. L4 W -WATER S -SEWER 30.27' EXISTING SEWER MANHOLE G -GAS D -DRAIN W EXISTING SEWER CLEANOUT L5 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 388 386 384 1p--�IIPmft Is U H ANam D Y Z'S'" TK"ft E E T STA. 10+00.00 C.L. TO 21+36.31 C.L. 50' HORIZONTAL 1 " = 5' VERTICAL < 5-j p L PH-c)L A INSTALL ALL t 8� R RCP* 0 0.51 10 RGJ-R P 0 0.111% 175.60 LF OF! 30* RGJ�RCP 0 �0.13% T Oq z 1z W 40- > W 8010 10 I 3: > lu z 06 Lit- z 04 0 10 lrzn 000000 W 0) OD 00 a a + (7) 0) W i I :c < 1AJ < AWL Ld Gj W 0 W 10 Uj 0 /)ZoLj C) W I I-- LLI W -j I I I i i I W, U'l 1 i I I (n (n APPROXIIAATE FINI ED ,�4• p ��4� ' ArrKVA11 AI E FINISHED GRADE 0 am. 4 -- 0 - INV. 18r I DRAIN . ................. ...... 1 0.72' T� T INV. DRAIN, 2 IN 8" R INV. ir SE 2 2 IWI. 2 INV.j 8" SEWER lcq Ld U') V) 00 00 Cj OD 0 OD 00 to OD 00 (3 00 z z z z > W H 0 z K z 0 000 00 0 06- 8 6- re) X toD) -c-4 -c'j tN -U-) U g to 1* OD 3: ZW j z z tss 00 < 00 G"v 2 + R + te) tr) fe) 0) n 10) te) W W CA INST Uj 55.66 LF W cn cn i W INSTALL 260.06 LF OF e PVC R 35 -0.24% W R 351 SE i (n W F INSTALL 255. En VC ST SEWER 0 —0.24% �O LF OF 8- PVC SDR 35 SEWER SEWER 0 cn INSTALL 266.00 LF OF 8" PVO SD WER —0.67%1 C SD�35 INSTA� 255.00 LF OF PVC WN .35 60.40% Y) �2 U, I i I -- --T-- I I I I t i T 420 418 416 414 412 410 408 406 404 402 400 398 IN� 396 394 # ♦ 'I III I V�' N 8* SEWE' SEC11ON 8,) SCALE:HORIZ. VET T. 13+00 420 418 416 414 412 410 408 406 404 402 400 398 396 394. LEGEND; F.L. ABORUA319K FLOWLINE R/W RIGHT-OF-WAY C.L. CENTERUNE M.H./MH MANHOLE ELEV. ELEVATION SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK SIZE TOP OF JUNCTION BOX S/W SIDEWALK INV. INVERT FH FIRE HYDRANT EL/ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE P L PROPERTY LINE XRW E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER 35f.y STANDARD IRR IRRIGATION T.O.0 TOP OF CLEANOUT SURVEY MONUMENT A PROPOSED GATE VALVE & VALVE STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN L2 STD. DET. SW -4 & SW -5, 46r DIA. EASTING GATE VALVE N 64`09'18 E UNLESS OTHERWISE NOTED. V-JPRoposED nREHYDRANT STORM DRAIN JUNCTION BOX CENTERLINE ASSEMBLY - SEE CWS PLAN PER C.O.B. DET. D-17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5' OPENING PROPOSED 2' BLOWOFF PER C.O.B. STD, DET. D-14, CONSTRUCT STORM DRAIN PER C.O.B. STD. ASSEMBLY - SEE CWS PLAN L3 UNLESS OTHERWISE NOTED. N 0'48'31" E 11.87' CONSTRUCT SEWER MANHOLE PER /—PIPE SIZE •—s N.O.R.S.D.'S STANDARD DETAIL S-7. 8mS —U11UTY-. L4 W -WATER S -SEWER 30.27' EXISTING SEWER MANHOLE G -GAS D -DRAIN W EXISTING SEWER CLEANOUT L5 17+00 18+00 R"s I I ND (CONT.):SEWER LATERAL LINE TABLE !Q0.N�jjRU!Q13QN. NgIE5.:' 351. T W. W, (DWATER LINES ARE SHOWN FOR REFERENCE ONLY. SEE CAL 10-019--a TOP OF MANHOLE LINE SIZE BEARING DISTANCE WATER PLANS FOR DESIGN AND FOR RESOLUTIONS TO CONFLICTS 1.9 WITH OTHER UT#L#TIES. 00. C. TOP OF JUNCTION BOX Li 4" S 0*48"31 * W 6.58' CONSTRUCT NITH PHASE 5. 35f.y TOP OF CLEANOUT L2 N 64`09'18 E 44.04! -- CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. STD. L3 4m N 0'48'31" E 11.87' •—s CONSTRUCT SEWER PER N.O.R.S.D. STANDARD L4 S5736 E 30.27' W PROPOSED WATER - SEE CWS PLAN L5 S 5123629" W 39.75' TRACTBOUNDARY L6 e N O*WOO* E 14.49' EXISTING SEWER L7 e S 0*48,31 * W 9.80' SCALE: 1 50' 50' 25' Op 50" 100' EXISTING WATER L8 40 N 44'02'54"W 41.48! EXISTING STORM DRAIN EXISTING GAS STORM DRAIN LINE TABLE an =m mm mm no un an on PHASE LINE LINE SIZE BEARING DISTANCE Nf/ EASEMENT LEGEND L9 180 N 591*31 '23* E 33.0V ITEM OF WORK -SEE SCHEDULE Li 0 18n S 897857* E 41.00! SECTION LETTER L11 ler N 89*11*29' W 51.00' L12 18- S 66-2920" E 44.45' 2 now VVI ars below., SHEET WHERE SECTION IS SHOWN Call before you dig. Ely, _ % I T -- t-- R/ r t-= r t r r t- _ t-= t-= c r co 4cv `� ,, > EJ I c7 I c> I o e) I$ W-• SEE C, I c, I a� •-. >- c I �, I o I oc g"W— c� 1 C, 1 o i Q 1 m I ocs� I I I I CWS PLAN m I I " ,° 3 C I � I I I `' I CWS PLAN I c�a I I I 1 °C1 • v; , M r� C1 �i of rrs ,�.n' r� c1i U to 'd CIO w25 Z4 5 w35 I I w w C� w A A' w w w wz Ml I ,v '`' I I I I I I. �' I¢ I' I' �`2ft 7 2 to' I I' I 231,5 w _I ®Q I I ' I I ih 1 cn 1 cn I I + I ac I � I� '' nn En I (n ( E I w ® h Z- . = o o co 'o c) w . ; .rs opo °�° '"' ai M w + v o{ rn uy, P/`•Lyr ev c6 -.: u -i 0 `. `.? co � c; 04 to to C14 UID(P/L 1{ rl: � c; r- U-) "' + a j[! 06 1 •41 r? I F I I I N I t I � 1 + I V IIUD + I I # \\ J � I+ I °o I o I m I m I ccv I o z¢ 5 1 V`- 1 1 I 1 I 1 1 ! I r'' � t- I el cn°� c'"n vii vii cn " N"` 20 20' •- ¢cn V) (n < z Cn J t �' $ w— 30' "' cn cn 0 1 Pum L_ P cn cn 1 I I. 1 I I c 7 ,777 I 1 412 410 408 406 404 4 402 400 398 396 394 392 0 388 386 1•M � tl �� .. 10+00.00 C.L. TO 21+34.79 C.L SCALE: 1" = 50' HOR !! 0! • IZONTAL i r i i I XIA� .__ IMATETIFINISHED_ 1 fit E UNE SEWR I i " WATER ? • [ 4 t "7� •._ __._ _ INV. 30 AIN _ I _ * _ 1 INV. 8" t(�� 44 77 � k i t ..Y�•u•�u��.•�� z ® i. t�yyS ® 5 { F } S k (/$ M. Ir S�a s $ s i ¢ ® y ••... 3 j i j INV. 67 SEWERs3 1 z s #1 !P # i } " {f [ { i i co w _ _ _._ _ j t i xx x i l:3tJ9zui Lq �aJ M C3 co Ui co 00 •.+Ji 4 i I { e !............. j z 00 s33 j 'I' to ! {L} CUto Pr9 a N n $ 0) 0) i i [ + cr- ui t!i W € s to ( s —4— ^�_! l ( w • J I W Ai H _INSTALL 2 OF 8 SDR SEWER 0.40 INSTALL 265.00 OF 8" VC SDR 5 --0.2 IN TALL 26 00 LF 8" PVC SDR 35-0.68 i iN T b 33 LI+ B" P SDR 35' R 1.13 m " J- 10+00 1+0 12+00 3+ 14+ 15+00 X1.9 M. 1.9 t.0 f Jt.g j O ARBREVIAMNS O . — _ CENTERLINE DISTANCE CENTERLINE M.H./MH MANHOLE w ELEVATIONC.L. : :.OE . • MANHOLE SEWER N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE SHEET WHERE SECTION IS SHOWN DISTRICT NO. 1 • BASINCATCH T.O.M. TOP OF MANHOLE GB GRADE BREAK LO.B. TOP OF JUNCTION BOX S/W SIDEWALK INV. INVERT FH FIRE HYD>. ELEVATIOND.W.S. DESIGN WATER SLIRFACE ■ •1.• •TY LINE XRW EX. RIGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPM84T ■ GUTTER CURB STANDARD IRR IRRIGATION T.O.0 TOP OF CLEANOUT SURVEY MONUMENT 0 STORM DRAIN MANHOLE PER C.O.B. BOX - SEE M PLAN STD. DET. SW -4 & SW -5, 48- DIA. EXISTING GATE VALVE UNLESS OTHERWISE NORD. V -J PROPOSED FIRE HYDRANT STORM DRAIN JUNCTION 13OX ASSEMBLY - SEE CWS PLAN PER C.O.B. DET. D-17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5' OPENING PROPOSED f BLOWOFF PER UNLESS OTHERWISE NOTED. CONSTRUCT SEWER MANHOLE PER /—PIPE SIZE N.O.R.S.D.'S+D a *. EXISTING SEWER MANHOLE 1 -DRAIN SEWEREXISTING CLEANOUT X1.9 M. 1.9 t.0 f Jt.g j O .. TOP OF MANHOLE TOP 0E JUNCTION BOX TOP OF CLEANOUT — _ CENTERLINE DISTANCE CONSTRUCT STORM DRAIN PER C.O.B. STD. • s CONSTRUCT SES PER N.O.R.S.D. STANDARD w PROPOSED WATER — SEE CWS PLAN TRACT BOUNDARY SEWEREXISTING 412 410 408 406 4. 404 402 400 a • 396 i 392 0 388 386 SEWER EXISTING MATER EXISTING STORM DRAIN DISTANCE EXISTING GAS PHASE UNE EASEMENT LEGEND ITEM OF WORK — SEE SCHEDULE SEC11ON LETTER m r m m SHEET WHERE SECTION IS SHOWN 412 410 408 406 4. 404 402 400 a • 396 i 392 0 388 386 SEWER LATERAL LINE TABLE slaUlVilk DISTANCE OCONSTRUCT WITH PHASE • �DCONSTRUCT PIPESADDLEDETAIL ON • A 111111 SEES ET '4 59 PHASE 8 2C 0 0 1 301 42 51 f r 30Ij H _j -f";:� b 5 04 0 1 0 0 0 0 o 0 c%j fr 8 8 8 fn 0 0 00 C) 0; m CD cm W P 1* c� 7k (j W 0; 9 cr> 0; to C" 0 V) 04 CN 04 C%4 CN in cq CN cq 04 cq cq cq > 2 0 3 zo- c' 5 7 18 Uj 19 6 Mu"i C5 8 10 c� c�l 1 12 0; c) 3 dqmwl 14 q c.3; 15 16 co'; 17 Z LAJ i W W 0 -4 W cr <z Z -4w cr_ m W ck� W m z . W W 0j W W W Q LIJ P/L W W W W 04 Z t6!ti LIJ tij LLj P/L cn 1 M (n _j J _j 06 06 1 LLJ LLJ LU W W Ld W C-) r - En 0 (n Ln (n (n V) 061 V) I (n V) 1 (0 W cs� Uj �tl 40; LIJ bi c/) 10 41 1 Z r- U. 0 000 _j + _j 06 06 1 (TYP-) cj (j (Typ.) r- I (_0 in Lci 0 06 ck: to to zo6o6 Z C14 c%j c1q 60 n 10D Z ": '-: - U� <00 C� OD (N c1q cl� cli c"i cli ci 0 m + C14 0'j 0) 0) to LO 0; 0; t1_ + < 00 LLJ + + 1 + + + + < C4 04 L> < U') 00 co 0) co (6 OD m C'14 CN + + + + + + + + + + + + U9 + I + TW- SEEI + I + I + I + I I I 1 0 C'*4 im + => C14 C14 ut v-tCs tc) (D Q0 00 Do cri 0) ot z < CL 04 •0 8 ews PLAN! F_ W a- U 0 z < < (n (n cn R W 3:: < (n F_ F In F V) cn (n (n U) V) W V) cn I cn cn V) cn cn R/W (D c) /W I - *00 _v L.Li A > 4u c) C9 '0 c) 44 r SEWER 213.19 8 SEWER 21,119" 8" SEWER 330.W 8" SEWER _j -as s s U+ .. . .... ... -F ----44 11 116.38 < C) 0 16+00 +00 S8911'29*E 636.89" 1 +00 20+00 1 El < 24" DRAIN 356.05' 2 2 m LO 041 C� Q I-- 1_Lj 2 n I co z If %-� 1 17 11 \t_1 Y qLLLLv -c m _j "WF F -Z F-: T_R F_: f__: 10, R/W F': AJ Cr 1 04 cr_ M W cy- &VOL L(i Aj 3: 0 C1 C) C1 C) z CD C) C> 0 (D W X co C� C> z i fi):z c5 0: t_: io fw-� 8 1 1 1 C! C! 0) C" cb cm fl) 00' , W 0 to 8z >c to 0 rl: 10:: ) t 2 c > zts 'n `3 22 'L> �. LL_ _j . LLI F0- Jz 00 00 0:: c; + 2^ ^7 24 6-0- I'd- `5 0% W c:1 :31 0c;d "Wi I lot ccal .36 "1 1 36 j4 30" 11 W W W v W 0 cr_ Ui 1 1 z•6 X I W W W W W 20 t6 t6 LLI 37 x" V) V) V) tn cn (n V) V) V) I V) V) ck t., z < LLJ C-4 Go 00 1 00 21 :2 -4 c _j Uj 00 06 06 06 06 C6 00 cn =>N7 D t { # ( t 0 C3 (n W te) 110 o C> 8 z r_z Lci E6 't Z9 0i L6 to ori + + 3 0 1.1 04 CD 0) c3 W I U + _j ct 0; G! -4 PA ce C> < qr r- 03 to co 9 (Typ.) fo Im r- 0 00 0 C6 Vz 04 ':9 1 PA I I 1 "0 C* co 05 6 1 I,,: z + + (Typ.) 0 a 5 + + + + + + + + + + CD W iggg I m CN r") L LO I to W 1 (0 1 r. co CD 1 04 9 z < + 51 c) + 3: F- V) V) U) V) (f) (f) U) Z C cn F1 74 1 '+00 P2 0- F- < U3 30!' (n F- < c:0 C� < < 21 1 < v- -"- m r- - F-� g 0 Z a p A, T__1 C1 + W F_j D i � �R/W in R/W r JI -1 ff] SEWER LATERAL LINE TABLE I*T LL 26 48 LF OF 18* INSTALL 'i .6-5 _LF 18' LUND RGJ–R 0 N 52*09'07" E w4lk F_ TOP OF MANHOLE ------ t4)_ cj —4— FLOWLINE R/W RIGHT-OF-WAY STORM DRAIN LINE TABLE N 17*04!W E QQbiu3uQ,_n_obi bjQTES OWATER LINES ARE SHOWN FOR REFERENCE ONLY. SEE CAL WATER PLANS FOR DESIGN AND FOR RESOLLITIONS TO CONFLICTt WITH OTHER UTILITIES. (�)CONSTRUCT NTH PHASE 7. 424 422 420 418 416 414 412 410 4U63 406 404 402 400 398 396 7 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396. CREEDE STREET STA. 10+00.00 C.L. TO 20+53.27 C.L. SCALE: 1" = 50' HORIZONTAL 1 " = 5' VERTICAL 420 OF INSTALL 35�.05 LF 2e RGJ-RCP -0.11% 7_ I + 418 81� t — ----- z 416 ii E5 9 z W _4_5 414 _ T_ ____T_ I X: T _j z 6 zZ Z I 412 1 z gppRO MATE FIN SHE 4-p 0 ®o GRADE CENTERNE W 410 lqt AP OXIMAEDI FINISH >LINE GR E TER Uj U) Uj 408 LAJ W -4- 7- 406 V) er ATER z 404 0 V) • > W ........... ... . ....... 7 7=# 402 •2 89 WOW R 77 - =777 VV _ 4" 400 • 2 IN DR" --------- 7— . ..... ............. 2 INV. SEWER -7 398 8 3: INV 8" SEWER I n W z –01 W 396 Jr–SEWER-L ------- CD 00 00 0000 . XCOiD 00 X. tol 1 0 0 - d >; >: z - _j I z i U z z < Z�z z 394 W zzz! I 1 00) _j I j I zo _00 0 Im CD z z ot-, 0 V.: L 0000 –4— C> c6 __T 392 c$I N rv� M+ moo! W cr. 39V X7 __ _j I cn WW I W Uj Uj W _j _j cn W W W W W cn W W W, 9 INSTALL 330.0,0 LF OF 0- PVC S6R 35 '3'0% INSTALL �13.19 LF OF 8- PVC SDR 3� SEWER 0 –0.24% INS ALL 213419 LF OF! 8- PVC $DR 35 0 4.24% SEIM 0 1 ALL 00 LF Ir PVC, SDR 35 SEWER 0 10.457. ... ...... .... ............ . . ... 388 386 0ca z 0 j 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 jf'0% I*T LL 26 48 LF OF 18* INSTALL 'i .6-5 _LF 18' LUND RGJ–R 0 –0.1 I RGJ–R 0 0.1 F_ TOP OF MANHOLE ------ t4)_ cj —4— FLOWLINE R/W RIGHT-OF-WAY b 4 is 0 m 0) z �e) Z F%_ >' CD00 I) if v__ Ui � 6 dzi 002 a , N -t N *tt, W V- 0_4� T.0,a > LU ELEV. Z W D z z z z 351.9, - TOP OF CLEANOUT z LL: 0 tis C®3 M1 z Z to rto- (0 NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE L 0 0 6 6 (n if cp CENTERLINE LU ck: < ®W1 X W cr_ W DISTRICT NO. 1 CB _W 0 zow W W (n W W _j _j W W T.O.M. TOP OF MANHOLE GB GRADE BREAK CONSTRUCT STORM DRAIN PER C.O.B. SM. T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK s CONSTRUCT SEWER PER N.O.R.S.D. STANDARD INV. INVERT FH FIRE HYDRANT EL/ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE INV. 87 DRAIN INV. 18" DRAIN SCALE: 1 50' PA PROPERTY LINE XRW E.X. RIGHT-OF-WAY 50' 25' C?' so' 100, INV. 8- SEWER EDGE OF PAVEMENT cws CALIFORNIA WATER SERVICE TRACT BOUNDARY EX./EXIST. A SECTION QV SCALE: 1"= 50' HORIZ. C/G CURB & GUTTER 1" = 5' VERT. 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396. CREEDE STREET STA. 10+00.00 C.L. TO 20+53.27 C.L. SCALE: 1" = 50' HORIZONTAL 1 " = 5' VERTICAL 420 OF INSTALL 35�.05 LF 2e RGJ-RCP -0.11% 7_ I + 418 81� t — ----- z 416 ii E5 9 z W _4_5 414 _ T_ ____T_ I X: T _j z 6 zZ Z I 412 1 z gppRO MATE FIN SHE 4-p 0 ®o GRADE CENTERNE W 410 lqt AP OXIMAEDI FINISH >LINE GR E TER Uj U) Uj 408 LAJ W -4- 7- 406 V) er ATER z 404 0 V) • > W ........... ... . ....... 7 7=# 402 •2 89 WOW R 77 - =777 VV _ 4" 400 • 2 IN DR" --------- 7— . ..... ............. 2 INV. SEWER -7 398 8 3: INV 8" SEWER I n W z –01 W 396 Jr–SEWER-L ------- CD 00 00 0000 . XCOiD 00 X. tol 1 0 0 - d >; >: z - _j I z i U z z < Z�z z 394 W zzz! I 1 00) _j I j I zo _00 0 Im CD z z ot-, 0 V.: L 0000 –4— C> c6 __T 392 c$I N rv� M+ moo! W cr. 39V X7 __ _j I cn WW I W Uj Uj W _j _j cn W W W W W cn W W W, 9 INSTALL 330.0,0 LF OF 0- PVC S6R 35 '3'0% INSTALL �13.19 LF OF 8- PVC SDR 3� SEWER 0 –0.24% INS ALL 213419 LF OF! 8- PVC $DR 35 0 4.24% SEIM 0 1 ALL 00 LF Ir PVC, SDR 35 SEWER 0 10.457. ... ...... .... ............ . . ... 388 386 0ca z 0 j 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 jf'0% It MAMS0y. LUND (QML): TOP OF MANHOLE RL FLOWLINE R/W RIGHT-OF-WAY :50.9. JT w C.L. CENTERLINE M.H./MH -MANHOLE 0_4� T.0,a TOP OF JUNCTION BOX ELEV. ELEVATION SMH SEWER MANHOLE 351.9, - TOP OF CLEANOUT N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE CENTERLINE DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK CONSTRUCT STORM DRAIN PER C.O.B. SM. T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK s CONSTRUCT SEWER PER N.O.R.S.D. STANDARD INV. INVERT FH FIRE HYDRANT EL/ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE —W PROPOSED WATER - SEE CWS PLAN SCALE: 1 50' PA PROPERTY LINE XRW E.X. RIGHT-OF-WAY 50' 25' C?' so' 100, E.P. EDGE OF PAVEMENT cws CALIFORNIA WATER SERVICE TRACT BOUNDARY EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER STANDARD EXISTING SEWER IRR IRRIGATION T.O.0 TOP OF CLEANOUT EXISTING WATER SURVEY MONUMENT A PROPOSED GATE VALVE & VALVE 0 STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN EXISTING STORM DRAIN SM. DET. SW -4 & SW 5, 48r DIA. EXISTING GATE VALVE EXISTING GAS UNLESS OTHERWISE NOTED. PROPOSED FIRE HYDRANT STORM DRAIN JUNCTION BOX ASSEMBLY - SEE CWS PLAN PHASE LINE PER C.O.B. DET. D-17. EXISTING FIRE HYDRANTEASEMENT 4> LEGEND CATCH BASIN W/ 3.5' OPENING PROPOSED f BLOWOFF PER C.O.B. SM DET. D-14, ASSEMBLY - SEE CWS PLAN ITEM OF WORK - SEE SCHEDULE UNLESS OTHERWISE NOTED. CONSTRUCT SEWER MANHOLE PER /—PIPE SIZE SECTION LETTER -Know whaftbelow. N.O.R.S.D.'S STANDARD DETAIL S-7. 80S —UTILITY. A W --WA TER S -SEWER EXISTING SEWER MANHOLE G --GAS D -DRAIN 2Call before you dig. EXISTING SEWER MOUT � � _SHEET WERE SECTION IS SHOWN 'M K% V, Kr%OWA STREET DIFF STREET GRANDY STREET SEE SHEET S SEE SHEET 7 SEE SHEET 8 KOWA STREET 1UFF STREET SEE SHEET 5 SEE SHEET 7 NOOK"THGLEN !# C.L. TO 15+56.80 HORIZONTAL ! 4 C)t: C) .• GRANDY STREET SEE SHEET8 _ IL ( 4 iOz w Uui tri W F _z 1 j Q ? i i F i t9Ca N b) i 3 M M M __ �. VD— ® M( 0) 3 j I ; ; i ! I tsi ; i M iM I E t _ tea w W w i A ROXIMA FINISHED j ,�4• • i �j�' •. ®' i ROXIMA FlNISHE w W _ ! • _ _.___.___ _ . t _ I f + • }. 9 ± ! i � k 13 t i � 3 t I E j I 8� WATER_- - '- 9 7° • t .. ____ t _ �.- �___ __ __ ; INV. Wl DRAIN 3 _ • . _ p • • ' # i � f h O + II +�I©� _�'...-..,.�,_.................wn. ; IN� a�s ' W z 0 D aa OD O Z z _ i yOD OL > > t !f tJ i i I�w ODs" �� " C� 09 0 h I • it? tt7 a. 6 M C4 CC to d F' ' tt) I t � _._ _ _- __�. _ _._.� _. .I~ cap I .¢ a ui i Ito o °r MM W Yg3 f g I LY `1 t73 I w p _ € to '"` i I I > > € d` Ka I > > > >I n 19L w �- ea I w to (n W W � � w LL W ui W W' I i w f IF -OF p -444-.20--LF-OF-0— [INSTALL*20-0- 4 0.4% i 0.201 1 1 0.24% i 0.24 I � � t 7 = c f 1 f1 IN TALL 1542 LF t INST 25.42 LF —O.2Q% � 010.11% � I _!...__. .� Z i } 00_ II. to liW`` O�.�# j w0 w� Ll1M I d W M '�- Sm U} fi3 C.a tL' }� j "� M P Kia W co Ww _ s E INV. 18" �' AIN ; IN. 18r DRAIN I 4/R v SEC11ON 11 SCALE- 1" = p' HORRI Z. 42 41 415 41 41 41 40 406 404 402 40 398 39 394 ` 351.9 T :0 RL •'REMa.14. 4 - RIGHT—OF-WAY CENTERLINE M.H./MH MANHOLE ELEVATIONC.L SMH SEWER MANHOLE N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE w DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK T.4.: • • OF JUNCTIONBOX SIDEWALK PHASE LINE INVERT., EASEMENT LEGEND ITEM OF WORK — SEE SCHEDULE ELEVATION D.W.S. DESIGN WATER SURFACE PROPERTY LINE XRW EX. RIGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE EXISTINGPA K.C.D.S. `N COUNTY DEVELOPMENT C/G CURB & GUTTER STANDARD IRR IRRIGATION T.O.0 TOP OF CLEANOUT QSURVEY MONUMENT a y r PROPOSED GATE VALVE & VALVE STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN 4 r DIA. OTHERWISEUNLESS ! r . *-I PROPOSED FIRE HYDRANT �,. STORMDRAINJUNCTIONBOX A. • #. C.O.B. r HYDRANT CATCH BASIN W/ 3.5' OPENING PROPOSED 2� BLOWOFF PER C.O.B. SM DET. D-14, ASSEMBLY - SEE CWS PLAN UNLESS 4 r OTHERWISE CONSTRUCT MANHOLE PER PIPE SIZE N.4. .1 1A•1 DETAIL IIINIINI . MANHOLEEXISTING SEWER .. CLEANOUTEXISTING SEWER 14+00 15+00 LES ' D QQ 0 )t- 351.9 T :0 TtX' OF MANHOLE 351.9 T.ot D. 59'31'23- 114 TOP OF JUNCTION BOX i.9 G' TOP OF CLEANOUT CENTERLINE CONSTRUCT STORM DRAIN PER C.O.B. STD. 'CONSTRUCT SEWER PER N.O.R.S.D. STANDARD w PROPOSED WA — SEE CWS PLAN • R�toommom°ift °®amommowmwm— " TRACT BOUNDARY EXISTING SEWER EXISTING WATER EXISTING STORM DRAIN EXISTING GAS PHASE LINE EASEMENT LEGEND ITEM OF WORK — SEE SCHEDULE SECTION LETTER .��. SHEET WHERE SECTION IS SHOWN GRANDY STREET SEESHEET8 51 i SEEWWII # SEE SHEET • RADY STREET ESTES PARK STREET SEE SHEET 8 SEE SHEET 9 RANGLEY WAY !# !1 ! �6.80 C.L. . SCALE: HORIZONTAL CREEDE STREET SEE SHEET i f ■ 0 CREEDE STREET SEE SHEET 10 INOTALI. 27.17 LF OF _._ >rNSTAI 1 4225.45-1;:-�tc i h i I , co I � Z � � �.-.__.�_�__�_- � � _j� tea LL 0 W .z r xA`� C4 00 00 P`_ i = z W 0) 1 W J • C S/+ aw 00 m co ao I w a> 00 0- (n > a: 0; of • a; a- � MNom? n 110000) _ 'E' l I $ © w•J w w OM .w.J w W W O <! J W w J J I W W; I cn Lu.41 AP 0X1 A NI S, APPROXIMATE FlNI ED .�0���A• a. a' I GRADE CENTER NE € � i P � F i � i • $ 15 t - • -� it t d F t } )€ j$ E t k ! 8 WATER 5 11�' I1 V. 24" DRAIN 6 IN W-60 # # INV. , V. 8 w ©c� tla w 3.*O cn 3: W / s S � � s as ao ao . ao po (zoo , as cc oo ao vZ I w°� I w z zz z w zz __- — -- — ®"�'" U Q o"L" i O �-- .- 1 t� - 1 1 Z CO O? N00 cG? Jigr it3 t0 s tfJ ; +� Lfl LC to !'. •�C fi. h -�' Ca) ta! ' te} + Cfl ' + Ni t+a + to + M M M M 5. _ (( aW > 9 •> >> .> >> d w w 1 3 ig' w I E 54 W W W Q W W W ,.� .� WW .� # w .. a —j _, INSTA 144.20 W -.� W w F- W ( to w W w I a W W W _ a __.._ - � j# 8 P p SDR SEWER 0.24 PVC 35 !� 0. 4% 0.all24 8 PVC i OR 35 VrER 0 .24% ELEVATIONCONTRACTOR TO VERIFY LOCATION & INVERT BACKFILL AND ..OVIDE . MATION TO ENGINEER NSIBQQ110N blOTES- (D WATER LINES ARE SHOWN FOR REFERENCE ONLY. SEE CAL WATER PLANS FOR DESIGN AND FOR RESOLUTIONS TO CONFLICTS NTH OTHER UTILITIES. �DCONSTRUCT WITH PHASE 3. CONSTRUCT WITH PHASE 4. CONSTRUCT WITH PHASE 5. (°_') CONSTRUCT WITH PHASE 6. CONSTRUCT WITH PHASE 7. (�>STUB & PLUG AT PHASE BOUNDARY. CONTRACTOR SHALL HAVE THE STORM DRAIN LINE STUB LOCATIONAND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFILLING (DCONNECT TO STUB WITH PHASE CONNECT i' . NTH Yu/ CONNECTHASE 5. TO " WITH PHASE R CONNECT TO STUB WITH PHASE 7. 4 • " LAIN 9WE " • • STORM DRAIN LINE TABLE 59'31'23- 114 D rs 000 .r t—• oto ri cn IIINIINI 418 416 414 412 410 408 406 404 402 400 398 396 394 392 390 BASALT STREET STA. 10+00.00 C.L. TO 22+03.24 C.L. SCALE: 1" = 50' HORIZONTAL VERTICAL 418 T __ m --_ - 416 414 APPR)XIMATE ED INF 412 CONSTRUCT SEWER MANHOLE NO. 49 AND 8' STUB WITH CONSTRUCTION OF PHASE 8 410 --TT APPROXI ADE ME FINISHED GR CENTERL NE # _. - �. - - w-- _' i ( ' 408 + 406 —71t 404 R 8" TATER . . .... 2 fr SEWM INV. 11 DRAIN L --T 402 z 1 2 0 OR ---- w`7 NV. 8' S�WER V) > 4 400 w 2 NV, N 0 C4 W w zi 4 398 Vcoft 0000 m co z- z- z d co ------ z Z,— 396 W zzz c 0 00 0 0 N, I Xc -010 Ir- 00 Z ZN M a) " rl,* X i o + 0 0 10 cq 0 • 394 < �ryM • 0 0 -t w 0* 0* W N ------------------ >: > ---------- i- 4 3: 392 W W v) WWI (A W W- a- W IAJ W W W LLj INS TA 136.67 OF a nA�V A ------ t-7 1\ -T- T + 17777 — - INV. I w a—, 1 t:o- "t n- +3: 0_ _j W it 390 1 ----"7- — ----- T- 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 22+50 416 416 LMD: CONMUCBON NQIF=S- AMMMONS CONSTRUCT PIPE SADDLE PER PIPE SADDLE DETAIL ON SHEET 6. 414 ---Av 414 F.L. FL R/W RIGHT-OF-WAY .0.13. 3519 T TOP OF MANHOLE TOP OF JUNCTION BOX CONSTRUCT VATH PHASE 8, C.L. CENTERLINE M.H./MH MANHOLE T.0ta 412 412 ELEV. ELEVATION SMH SEWER MANHOLE 35, 9 - TOP OF CLEANOUT N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE CENTERLINE DISTRICT NO. 1 CB CATCH BASIN 410 410 LO.M. TOP OF MANHOLE GB GRADE BREAK CONSTRUCT STORM DRAIN PER C.O.B. SM. T.O.B. INV. TOP OF JUNCTION BOX S/W INVERT FH SIDEWALK FIRE HYDRANT CONSTRUCT SEWER PER N.O.R.S.D. STANDARD SEWER LATERAL LINE TABLE 408408 EL/ELEV. ELEVATION D.W.& DESIGN WATER SURFACE —w PROPOSED WATER - SEE CWS PLAN PA PROPERTY LINE XRW EX. RIGHT-OF-WAY LINE BEARING DISTANCE E.P. EDGE OF PA CWS CALIFORNIA WATER SERVICE TRACT BOUNDARY L 406 1 406 EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT Li N 1722'48r E 25.19' C/G CURB & GUTTER STANDARD SEWRDARD s 17"22W W 39.96' 404 404 IRR IRRIGA11ON LO.0 TOP OF CLEANOUT EXISTING WATER c** q 3t lz i SURVEY MONUMENT 6 PROPOSED GATE VALVE & VALVE 402 4.01 C5 �co .4--- 402 0 STORM DRAW MANHOLE PER C.O.B. 01 BOX - SEE CWS RAN EXISTING STORM DRAIN SCALE: 1 50' 1--m 1 C3 >: 1 STD. DET. SW -4 & SW -5, 48* DIA. EXISTING GATE VALVE EXISTING GAS '-J,$ Z Z UNLESS OTHERWISE NOTED. *�J PROPOSED FIRE HYDRANT 50' 25' 50' 100' ®' 400 400 STORM DRAIN JUNCTION BOX ASSEMBLY - SEE CWS PLAN PHASE LINE m i Z rf),4* 0 , to to 1-i -14- 0 PER C.O.B. DEL D-17. EXISTING FIRE HYDRANT EASEMENT LEGEND c' C4 + CATCH BASIN W/ 3.5' OPINING PROPD 2' BLO OSEWOFF 398 398 PER C.O.B. STI) DEL D-14, ASSEMBLY - SEE CWS PLAN ITEM OF WORK - SEE SCHEDULE w1w UNLM 07HERWSE NOTED. 396 — wl -j -j "10 cn ui 396 CONSTRUCT SEWER MANHOLE PER /—PIPE SIZE SECTION LETTER INSTA 29. N.O.R.S.D.S STANDARD DETAIL S-7. BS —UTILITY.- A 8"! SEWER 0.24% W -WATER S -SEWER 394 394. EXISTING SEWER MANHOLE G -GAS D -DRAIN 2 EXISTING SEWER CLEANOUT SHEET WHERE SECTION IS SHOWN SECTION ��2 SCALE: 150' HORIZ. 1 5' VERT. mops L m, -ilwo ! v I [s r2. 5' 8#W_ �-= R%W r� r --T-17 �= �- _ _ �: r l R �w-= t 8»W_ �-- ! ; ci I # C P 1 I I 1 ' 1 I # � 1 a` 1 1 # ! # W I m # # ` # o c�a c� c> c� O > W ..� c� O 0 0 0 0 0 CWS 0 0 O_q o # ca # O # O # 0 # c) # ca t WO c, I 0 # O I o # O # �? C5 W# O # c� 1 O # o j cs Z c3 # + ca of cn m rn m ori WR o 6 5. p y„ cri vi ci, (n c7� Z u' ai of c» ai O # 4 cv ry cv ` O N tV cV AM AtCi Q cV c�4 cV N N 41 3 W J0 26 Z Uj 12% 7 + �r. + :- # W # 1 # WW I I I MI ¢ W # # W I # �.# W # W 1 w # �► #' # # cn # �"` ¢ > cn 1 cn 1 1 cn 1 cn I # v' # cn 1 U' # ® ci c0�• o o o � W W c0a � a 0 c0�, � � � ¢ q a o q o cn ixz O i P�L i � W + a 8 O sa o r of PA c» g + � � - csi vi 0 *— + �- {TYP.j -�— -�- + + � O + + + + { .} + + + + + + ® # 1 1 �- # # c,' I cv # # r' Iw a a # # to # `O # cQ # -` 1 r` # °° # `r' # m V) U) U7 to V) V) .— {{ j Cif) CSP) cn U�3 }�- lam-- ham--- F�- *+.. :i I 20p {�' Fes- ( _r__ {- - cn cn cn # � 1 # # 5 3V_ - --- - F -0 # # 1 # # 1 # # # a 1 # 30 # -1 8N- SEE CWS PLAN J, 7 CI) r tei I a a 1 ORNT IU WAY SEE SHEET 14 424 422 420 418 416 414 412 410 08 406 i 404 / 402 ;0 •; • 394 ' f 392 .1 - AVON STwKm`EET STA. 10+0 C.L. TO 20+60.24 SCALE: HORIZONTAL O' ar TICAL c jINSTALL 4.45 LF Of i i # E F I 18" RG,# -RCP { { 3 I I 1N STA .0O 8 RG t s Ir. a(i i I i I i s _.�_._____ ? -� bb I o ___ _ F = __ __ __________. OXIMA FINISH ;_ #. . b° �r . y E 11ERLINE 1 W Vo 01 zow � � ; APPRMATE #SHED � � � � � € g T 0 § GRAD CENTERLINE ; a # _ _ .-. -- -- -- -�- _ -•- -- ' � i £ i 4� y+y i � � w� w • i � � i k( t � 3� � � S ( f . e t • � � F w w w w _—______.___.._ ?_.._____._._._ s __. ..$....._...___.._,_..__,! ._.w,_, .V aJR#te9't ,.._..__ € } ._. __..... 4 s ___-'_ • __..____,,._.__..._ i i -oma j _ w , 2 1 INV 1 DRAIN • _ ! • I 1 i 7:1— C4 1NV11L 8 �,� rcoo 3 �. OCA t�f7Lo z ( � in zz k l ��� z zz ZK cc U') U') N N —4— Z i I :2 + 0 0 0 . tqo- * < — I I I _ ____L_ __-._ a_ i i I i 1 m 00 i + t W W } W W # (y j• W J J i f ! f ( r/i W W t d 1 F W .f}(3 LF 8" M SDR 354 SE 0.39 � � � INSTALL 34 .50 LF t F 8 P SDR 35 0.60 INSTALL50 lF 8" PVC SDR 35 R 0 0.60% 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 424 422 420 418 416 414 412 410 408 406 404 402 400 398 396 394 392 L G M w � .� .. �:: �..S EU!Q13Qbj bjOTES: (_'.f/ WATER L#NES ARE SHOWN FOR REFERENCE ONLY. SEE CAL E,1tI SONS 351.9 ° T0P t MANHOLE WATER PLANS FOR DESIGN AND FOR RESOLUTIONS TO CONFLICTS F.L. FLO NE R/W RIGHT -OF --WAY ,-OB WITH OTHER UTILITIES. C.L. LINE M.H. f MH SMH MANHOLE SEWER MANHOLE -35-19 -°-�" 7:v TOP OF JUNCTION BOX C STRUCT WITH PHASE 9. ELEV. ELEVATION 351.9 ' CLEANOUT N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE -- CENTERLINE DISTRICT NO. 1 CB CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BREAK CONSTRUCT STORM DRAIN PER C.O.B. STD. T.O.B. TOP OF JUNCTION BOX S f W SIDEWALK g CONSTRUCT SEWER PER N.O.R.S.D. STANDARD INV. INVERT FH FIRE HYDRANT EL/ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE w PROPOSED WATER - SEE CWS PLAN PA PROPERTY UNE XRW EX. RIGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE TRACT BOUNDARY EX./EXIST. EXISTING K.C.D.S. KERN COUNTY D ENT' _ EXISTING R SCALE: 1 = 50 CfG CURB &GU STANDARD IRR IRRIGATION T.O.0 TOP CLEANOUT EXISTING WATER 50' 25' 0' 50' 100' SURVEY MONUMENT 6 PROPOSED GATE VALVE & VALVE STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN _ EXISTING STORM DRAIN STD. DET. S -5, DIA. EXISTING GATE VALVE EXISTING GAS UNLESS OTHERWISE NOTED. PROPOSED EIRE HYDRANT J STORM DRAIN JUNCTION BOX ASSEMBLY -p SEE CWS PLAN PHASE LINE PER C.O.B. DET. D-17. EXISTING FIRE HYDRANT EASEMENT LEGEND CATCH BASIN Wj 3.5' OPENING PR 2' BLOWOFF PER C.O.B. STD DET. D--14, ASSEMBLY - SEE GWS PLAN ITEM OF WORK -- SEE SCHEDULE UNLESS OTHERWISE NOTED. CONSTRUCT SEM MANHOLE PER /—PIPE SIZE SECTION LETTER N.O.R.S.D.'S STANDARD DETAIL S--7. 8!S UTILITY•° A W WA S—SEWER EXISTING SEWER MANN G—GAS D—DRAIN EXISTING SE CLEANOUT SHEET WHERE SECTION IS SHOWN Know what's ti. ° all before you dig. @NI�N ml, TRACT BOUNDARY CREED E STREET BASALT STREET SEE SHEET 10 SEE SHEET 12 & IF THORNTON W.. A I y STA. 10+00.00 C.L. TO 15+56.80 C.L. HORIZONTAL 1 if = 5' VERTICAL Cm (0 C-1:1 A Vim' qjj m#z,4% I STALL 7 .20 LF 7 .2 0 0.7 X INST2.22 LF OF 24'° RGJ-RCP )D 013% INSTALL 235.651 LF OF lRGJ-RO 0 0.4% 1 zC14 x C; 0 44 F: 0 C6 m cn z z w Z 0 z w z (n C, 00 0 00 x M -T to an 04 104 0v- v- 04 -j z z -4 Z 7 d �71 i to '0 b Z 2t to LO < n ---4 --0- W;, w cr- �66-- 0) i + 0 0 w w VY V) In cn >: w w to cn w w w APPRO M =UNE W W w uj 1 r www -j ,j I I i cn o- o- - -i -i cn w w (n (n GRADEX0 lFlNISHEDJ---.-- 10. GR UNE IL 4 6 5 1 7 5 8 4- -- t 7-7, INV. 18 "DRAIN 4 —7 INV. 20 DRAIN 2 INV. 24* !DRAIN 1 15 cs 78 -Z o o 0 0 U) w INV. 8- SEV6 r 1z V.- ui LO to d 00 00 z 1 OD -j > > z w <4 ci >: i> .zz Ui �Z?=g 1 00 - Z m 0i .."n �,O, 0 'to 0c to to ui or . .1 + + 0 ch 0 0 0c W + w CL t 'INSTALL 14.00 LF! 0 w w W> �,14 >w �j w -j OF Ui OF 80 VC SDR P -d STA .00 LF OF ALL 1 (n w w JNST4 w cn 1 40 LF i INS -*5T 1 0 8 PVC SDR 35 u SD 38 S60 0.30% 1? PV 4 SDR 35 EWER 0.39% SEWER 0 SE 8 PVC -T- 10+00 11+00 12+00 TOP OF MANHOLE LEGEN TOP OF JUNCTION BOX :fil-1-9 �T—c- S 42*14!08* W 1&35! CONTRACTOR TO VERIFY LOCATION Se 00 CEN11ERUNE ARWUAT CONSTRUCT STORM DRAIN PER C.O.B. STD. INVERT ELEVATION PRIOR TO BACKFILL AND PER N.O.R.S.D. STANDARD F.L FLOWUNE R/W RIGHT-OF-WAY PROVIDE INFORMATION TO ENGINEER. CA- ELEV. CENTERUNE M.H./MH ELEVATION SMH MANHOLE SE MANN EXISTING STORM DRAIN N.O.R.S.D. • STORM DRAIN MANHOLE 4> EASEMENT LEGEND DISTRICT NO. I CB CATCH BASIN SECTION LETTER ml, TRACT BOUNDARY CREED E STREET BASALT STREET SEE SHEET 10 SEE SHEET 12 & IF THORNTON W.. A I y STA. 10+00.00 C.L. TO 15+56.80 C.L. HORIZONTAL 1 if = 5' VERTICAL Cm (0 C-1:1 A Vim' qjj m#z,4% I STALL 7 .20 LF 7 .2 0 0.7 X INST2.22 LF OF 24'° RGJ-RCP )D 013% INSTALL 235.651 LF OF lRGJ-RO 0 0.4% 1 zC14 x C; 0 44 F: 0 C6 m cn z z w Z 0 z w z (n C, 00 0 00 x M -T to an 04 104 0v- v- 04 -j z z -4 Z 7 d �71 i to '0 b Z 2t to LO < n ---4 --0- W;, w cr- �66-- 0) i + 0 0 w w VY V) In cn >: w w to cn w w w APPRO M =UNE W W w uj 1 r www -j ,j I I i cn o- o- - -i -i cn w w (n (n GRADEX0 lFlNISHEDJ---.-- 10. GR UNE IL 4 6 5 1 7 5 8 4- -- t 7-7, INV. 18 "DRAIN 4 —7 INV. 20 DRAIN 2 INV. 24* !DRAIN 1 15 cs 78 -Z o o 0 0 U) w INV. 8- SEV6 r 1z V.- ui LO to d 00 00 z 1 OD -j > > z w <4 ci >: i> .zz Ui �Z?=g 1 00 - Z m 0i .."n �,O, 0 'to 0c to to ui or . .1 + + 0 ch 0 0 0c W + w CL t 'INSTALL 14.00 LF! 0 w w W> �,14 >w �j w -j OF Ui OF 80 VC SDR P -d STA .00 LF OF ALL 1 (n w w JNST4 w cn 1 40 LF i INS -*5T 1 0 8 PVC SDR 35 u SD 38 S60 0.30% 1? PV 4 SDR 35 EWER 0.39% SEWER 0 SE 8 PVC -T- 10+00 11+00 12+00 TOP OF MANHOLE LEGEN TOP OF JUNCTION BOX :fil-1-9 �T—c- S 42*14!08* W 1&35! CONTRACTOR TO VERIFY LOCATION Se 00 ml, TRACT BOUNDARY CREED E STREET BASALT STREET SEE SHEET 10 SEE SHEET 12 & IF THORNTON W.. A I y STA. 10+00.00 C.L. TO 15+56.80 C.L. HORIZONTAL 1 if = 5' VERTICAL Cm (0 C-1:1 A Vim' qjj m#z,4% I STALL 7 .20 LF 7 .2 0 0.7 X INST2.22 LF OF 24'° RGJ-RCP )D 013% INSTALL 235.651 LF OF lRGJ-RO 0 0.4% 1 zC14 x C; 0 44 F: 0 C6 m cn z z w Z 0 z w z (n C, 00 0 00 x M -T to an 04 104 0v- v- 04 -j z z -4 Z 7 d �71 i to '0 b Z 2t to LO < n ---4 --0- W;, w cr- �66-- 0) i + 0 0 w w VY V) In cn >: w w to cn w w w APPRO M =UNE W W w uj 1 r www -j ,j I I i cn o- o- - -i -i cn w w (n (n GRADEX0 lFlNISHEDJ---.-- 10. GR UNE IL 4 6 5 1 7 5 8 4- -- t 7-7, INV. 18 "DRAIN 4 —7 INV. 20 DRAIN 2 INV. 24* !DRAIN 1 15 cs 78 -Z o o 0 0 U) w INV. 8- SEV6 r 1z V.- ui LO to d 00 00 z 1 OD -j > > z w <4 ci >: i> .zz Ui �Z?=g 1 00 - Z m 0i .."n �,O, 0 'to 0c to to ui or . .1 + + 0 ch 0 0 0c W + w CL t 'INSTALL 14.00 LF! 0 w w W> �,14 >w �j w -j OF Ui OF 80 VC SDR P -d STA .00 LF OF ALL 1 (n w w JNST4 w cn 1 40 LF i INS -*5T 1 0 8 PVC SDR 35 u SD 38 S60 0.30% 1? PV 4 SDR 35 EWER 0.39% SEWER 0 SE 8 PVC -T- 13+00 14+00 GEMO, (ONT.); 10+00 11+00 12+00 TOP OF MANHOLE LEGEN TOP OF JUNCTION BOX :fil-1-9 �T—c- S 42*14!08* W 1&35! CONTRACTOR TO VERIFY LOCATION Se N 8911'29* W CEN11ERUNE ARWUAT CONSTRUCT STORM DRAIN PER C.O.B. STD. INVERT ELEVATION PRIOR TO BACKFILL AND PER N.O.R.S.D. STANDARD F.L FLOWUNE R/W RIGHT-OF-WAY PROVIDE INFORMATION TO ENGINEER. CA- ELEV. CENTERUNE M.H./MH ELEVATION SMH MANHOLE SE MANN EXISTING STORM DRAIN N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE 4> EASEMENT LEGEND DISTRICT NO. I CB CATCH BASIN SECTION LETTER T.O.M. TOP OF MANHOLE G8 GRADE BREAK SHEET WHERE SECTION IS SHOWN T.O.B. TOP OF JUNCTION BOX S/W SIDEWAIX INV. INVERT FH FIRE HYDRANT EL V. ELEVATION D.W.S. DESIGN WATER SURFACE PA PROPERTY UNE XRW EX. RIGHT-OF-WAY E.P. EDGE OF PAVEMENT CWS CALIF IA WATER SERVICE EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER STANDARD IRR IRRIGATION LO.0 TOP OF CLEANOUT SURVEY MONUMENT A PROPOSED GATE VALVE & VALVE 0 STORM DRAIN MANHOLE PER C.O.B. BOX - SEE CWS PLAN STD. DET. SW -4 & SW -5, 48" DIA. EXISTING GATE VALVE UNLESS OTHERWISE NOTED. V -J PROPOSED FIRE HYDRANT 12] STORM BRAIN JUNCTION BOX ASSEMBLY - SEE CWS PLAN PER C.O.B. DET. D-17. EXISTING FIRE HYDRANT CATCH BASIN W/ 3.5 OPENING PROPOSED 2' BLOWOFF PER C.O.B. STD, DET. D-14, ASSEMBLY- SEE CWSPLAN UNLESS OTHERWISE NOTED. CONSTRUCT SEWER MANHOLE PER /—PIPE SIZE N.O.R.S.D.lS STANDARD DETAIL S-7. 8"s —unuTY-. W -WATER S -SEWER EXISTING SEWER MANHOLE G -GAS D --DRAIN EXISTING SEWER CLEANOUT 13+00 14+00 GEMO, (ONT.); 9 T.Oji- BEARING ,P351 TOP OF MANHOLE N 89#11'29* W TOP OF JUNCTION BOX :fil-1-9 �T—c- S 42*14!08* W 1&35! TOP OF CLEANOUT N 8911'29* W CEN11ERUNE CONSTRUCT STORM DRAIN PER C.O.B. STD. •STRUCTS PER N.O.R.S.D. STANDARD w PROPOSED WATER - SEE CWS PLAN mm— am —now= momxmmw sm mmmmx TRACT BOUNDARY EXISTING SEWER EXISTING WATER EXISTING STORM DRAIN EXISTING GAS am =a am a= on mm no no an an PHASE UNE 4> EASEMENT LEGEND ITEM OF WORK - SEE SCHEDULE SECTION LETTER A 2 SHEET WHERE SECTION IS SHOWN 15+00 16+00 SEWER LATERAL LINE TABLE UNE BEARING DISTANCE Ll N 89#11'29* W 26.57' L2 S 42*14!08* W 1&35! L3 N 8911'29* W 6.62' CON5TRUQ110N- NQ"rES.- CONSTRUCT PIPE SADDLE PER PIPE SADDLE DETAIL ON SHEET 6. (NOT USED) CONSTRUCT NTH PHASE 7. CONSTRUCT WITH PHASE 8. CONSTRUCT VATH PHASE 9. STUB & PWG AT PHASE BOUNDARY. CONTRACTOR SHALL HAVE THE STORM DRAIN LINE STUB LOCATION AND INVERT SURVEYED PRIOR TO PLUGGING AND BACKFIWNG TRENCH. CONNECT TO STUB WITH PHASE 8. CONNECT TO STUB NTH PHASE 9. INSTALL RELOCATEDTEMPORARY Cl FANOUT PER N.O.R.S.D. SM. DTL. S-6 WTH PHASE 7. REMOVE & RELOCATE NTH PHASE 8. INSTALL RELOCATED TEMPORARY CLEANOUT PER N.O.R.S.D. SM. DTL. S-6 WTH PHASE 8. REMOVE WTH PHASE 9. I I v E S %� a N G T E N T A T IV E T R A C T N 0 a 7 2 6 4 �25 2% 00 :d - C) z 2% — --------- T EXISTING 30r DRAIN PER TRACT 7264 SEWER & STORM DRAIN PLANS \z x SUMP NOTES: 1. EXISTING SUMP PER TRACT 7264 SEWER & STORM DRAIN PLANS. r A WTA SCALE: 1" 20' jagoggg # I � IWWAZI IMM1111, ml TEMPORARY FLOWAGE & DRAINAGE EASEMENT PER C.O.B. DOC. 217010445 O.R. vl� IN aw STA. 23+21.65 C STA. 23+21.65 F .,Aj TRACT BOUNDARY./ % 4 ry 7's 1 TEMPORARY DRAINAGE SUMP ON COFFEE R SCALE.- 1" = 20' Ra ml 6' CHAINUNK FENCE 422 422 16 23.6$ 1 LF Ica ;-. T, 1.0 INST LL Fvu 420 if 420 1.01, 0 C -i 1� 0.�5% 418 c%l 418 x X W 0- 4! cq 0- LL - 416 416 0- << 2:1 W— tr) .1 A SECTION 414 41-r SLOPE \15 TEMPORARY SUMP NO. 2 SCALE: N.T.S. 412 41.2- TEMPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 0.13 AC—FT a' AREA = 0.88 AC. , C=0.95 410 410 VOL REVD = 0.15X(0.884.95) am 0.13 AC. FT toz VOILUME PROVIDED: 0.13 AC—FT 408 408 0 F -----7'10x 10 x6 AREA(MID)= 0.0347 AC. co RIP RAI) PAD VOLUME PROVIDED= 0.0347 AC. x 4? DEEP = 0.138 AC—FT 406 406 40 DEEP FENCE REQUIRED 404 404 402 402 400 400 SECTION k,15J SCALE: 1" = 50' HORIZ. 1 " = 5' VERT. LUND; RIP RAP PAD: PAD LENGTH: 10' M to PAD WIDTH: 10' PAD THICKNESS: 6" ADEREMA3105 S 88*5736* E 71.00' 8 Uj S 88-57-36- E 55.00' X CD C14 C-4 cq m S 88*5736" E 55.00s z F.L. v- S 88*57'36* E 71.00' 12" vl� IN aw STA. 23+21.65 C STA. 23+21.65 F .,Aj TRACT BOUNDARY./ % 4 ry 7's 1 TEMPORARY DRAINAGE SUMP ON COFFEE R SCALE.- 1" = 20' Ra ml 6' CHAINUNK FENCE 422 422 16 23.6$ 1 LF Ica ;-. T, 1.0 INST LL Fvu 420 if 420 1.01, 0 C -i 1� 0.�5% 418 c%l 418 x X W 0- 4! cq 0- LL - 416 416 0- << 2:1 W— tr) .1 A SECTION 414 41-r SLOPE \15 TEMPORARY SUMP NO. 2 SCALE: N.T.S. 412 41.2- TEMPORARY SUMP CALCULATIONS: VOLUME REQUIRED: 0.13 AC—FT a' AREA = 0.88 AC. , C=0.95 410 410 VOL REVD = 0.15X(0.884.95) am 0.13 AC. FT toz VOILUME PROVIDED: 0.13 AC—FT 408 408 0 F -----7'10x 10 x6 AREA(MID)= 0.0347 AC. co RIP RAI) PAD VOLUME PROVIDED= 0.0347 AC. x 4? DEEP = 0.138 AC—FT 406 406 40 DEEP FENCE REQUIRED 404 404 402 402 400 400 SECTION k,15J SCALE: 1" = 50' HORIZ. 1 " = 5' VERT. LUND; No (ON11 CONSTRUCTION NOTES. ADEREMA3105 TOP OF MANHOLE INSTALL BROOKS PRODUCTS F.L. FLOWLINE R/W RIGHT—OF—WAY 1, T.016. 24! x 24' CATCH BASIN C.L. CEWERLINE M.H./MH MANHOLE TO.C. TOP OF JUNCTION BOX MODEL 2424B36 ELEV. ELEVATION SMH SEWER MANH 351.9 TOP OF CLEANOUT N.O.R.S.D. NORTH OF RIVER SANITARY SDMH STORM DRAIN MANHOLE CENTERLINE DISTRICT NO. 1 CEI CATCH BASIN T.O.M. TOP OF MANHOLE GB GRADE BR CONSTRUCT STORM DRAIN PER C.O.B. STD. T.O.B. TOP OF JUNCTION BOX S/W SIDEWALK CONSTRUCT SEWER PER N.O.R.&D. STANDARD INV. INVERT F14 FIRE HYDRANT EL./ELEV. ELEVATION D.W.S. DESIGN WATER SURFACE PROPOSED WATER — SEE CWS PLAN PA PROPERTY LINE XRW EX. RIGHT --OF- WAY E.P. EDGE OF PAVEMENT CWS CALIFORNIA WATER SERVICE TRACT BOUNDARY EX./EXIST. EXISTING K.C.D.S. KERN COUNTY DEVELOPMENT C/G CURB & GUTTER STANDARD EXISTING SEWER IRR IRRIGATION T.O.0 TOP OF CLEANOUT EXISTING WATER SURVEY MONUMENT A PROPOSED GATE VALVE & VALVE STORM DRAIN MANHOLE PER C.O.B. BOX — SEE CWS PLAN EXISTING STORM DRAIN STD. DET. SW -4 & SW -5, 48" DIA. EXISTING GATE VALVE EXISTING GAS UNLESS OTHERWISE NOTED. OBLY FIREHYDRANT STORM DRAIN JUNCTIBOX ON— ARO' SEE CWS PLAN PHASE LINE PER C.O.B. DET. D-17. EXISTING FIRE HYDRANTEASEMENT 4> LEGEND CATCH BASIN W/ 3.5 OPENING PROPOSED 2" BLOWOFF PER C.O.B. STI) DET. D-14, ASSEMBLY — SEE CWS PLAN \z ITEM OF WORK — SEE SCHEDULE UNLESS OTHERWISE NOTED. CONSTRUCT SEWER MANHOLE PER /—PIPE SIZE SECTION I ETTER N.O.R.S.D.'S STANDARD DETAIL S-7. ars —UTILITY: A W—WATER S—SEWER E UJSTING SEWER MANHOLE G—GAS D—DRAIN 2 EXISTING SEWER CLEANOUT SHEET WHERE SEC11ON IS SHO %!N SCALE: 1 20' 20' 101 09 20' 40' Know whatysbelow, CcI1l before you dig. C.I. OR CONC. BOX WMi LID MARi(ED SEWER ,=GROUND 00& r VCP OR PVC PLUG IF CLEANOUT LID IS WM41N TRAVELED WAY USE TRAFRC LID AND CONSTRUCT ZC SQ. x r THK. CL *A* CONCRETE COLLAR WYE 4-T ELBOW CONCRETE ENCASEMENT POURED AGAINST UNDISTURBED SOIL 4 40 4,r SECTION py NORTH OF RIVER SANITARY DISTRICT No. I 0 INLINE CLEANOUT 2/10 REVISED MM Mk b-' W E Commadw Dr. $ft 140 AECOM DATE DRMVN SHEET NO. aworaw cd&v*9m DAIS RECON T m -M -11m F smms= 10/04 Know what's below. Call before you dig. z-_ r— IF04CH WID.j� D(CAVATION AT 1. IMPORTED SOD AND AGWEGAIL c0~1 OR'S Omm �AU OF PER TECHNCAL SPECFCMONS FOR FAiTHWORIKt SEE katE 4 2. SM MCHNICAL SPECIfICATIONS FOR EARJHWM IF TRENCIF WIDIN EXCEEDS 1HE MAXHAUM LOCATE SEWER WITH A i -t/2- 1404 -S-t CHISM ON 4. 4 4 A, + SMNN ON NS TOP OF CLF49 04M 1ATER& CROSSES UNDER CURB. + + + + + + Wm -L COMIXAM m WHERE NO CURIO DWSo OR *Of IA7ERA- M 6' OR + + + + 909 RELATM COWACTION 3- STRUT ZOW TO BE C0MJAC7E0 TO 95% RELATNE CONPXTON MORE 89K OF CURB. SET A 4' x 4* S -O* REDWOCO + + + + + tr vT!#N ROAM OR To 9m STAKE OMDWG 2' ADM W -SHED GRADE + + + W-LAIM COMPXTON IF OUTSIDE TOP PAIN= MW OF ROAM. SEE TECHNCAL IWOM SAM COWACILD 10 EDI SWCFCAPONS FOR FA"ORK, 00V"-1 7— 957* R"LAIW COMIRAC110N AT PROPERTY UK + 4. RINIMUM CMR 0" ALL SLWER tXFSIM SUWAa- WAS TO RE 6' AS WA9JRF0 SWR mm- 0 FROM FINISHEC tier .3" TO S* NATWE MATERIAL WITH 3/4- MAX. GRADATION OR WWU SAWARY VI OR VM - NEW SE00 IATER& 6" MIN. 6 SW WHERE REOIJM BY I)SffWr 5. PERCM RELATIVE COWACTM IS SlAUISS STM STWS� COMPACTED TO 95% RELATK THE PERCENT OF THE MM, DRY MSITY AS WMINE.D EY 8C* MAX - 9' COMPACTION 0- 1557 (5 IAYER,* PC SAMFE WRH NEOPREW. GAS*T, (TEE aq WYE) EWCASDAENT, PIPE O.0.+8oMIN., • —4� OR 6' HOUSE LATERA VCP OR PVC PLUG --RWXML COMPACTED TO 902 "TNE COMPACTION OR 9m + S.OPE7 1�40 PER FOOT MNIMUM WORTO SAND OR A00REOM. COMPACTED TO 95% RELAP4E COMPACMN AND TO WHERE TEE IS I�STALLEO L —PROPFIVY I INF WMAOUT HOUSE LAIVtk.TEE PLAN U� ZZ 0EPtH SPECMED BY DIMRICF IN AVO M-EX(ATED AREAS IUNSLNTABLE SH&L BE PLAZ.=VCP 'SUIXIIADE MAIERM P Oft PC LG. U 6' MIN. ISOMETRIC MAX. 8" PVC SEWER PW NOM OF RIVER SANITARY DISTRICT No. I NORTH Of RIVER SANITARY DISTRICT No. 1 11 NORTH OF RIVER SANITARY DISTRICT No. I SEWER PIPE MODING AND —W BACKFILL DETAILSaATYPICAL SEWER LATERAL LATERAL CONNECTION TO EXISTING MAIN U9. ECOM DkW OWN mm Z commootv *11 raw no A SHEEf 14 9400401 UAW* low �(10 KmSED JCaft WK tw- o" r. cAft"VO&V at $%ft too AF-COIA =a DATE OMRMMW SKU W. 2/10 RDIU-0 comomdw AFCOM DATE DRAWN ISHEET NO DAE REMON r 1cf-vilm DATE mism T�Q" =AMAW offivolms 1004 S-3 )ATE RENISOR joump 104 S4 Mik CILE4NOUTS WIM REWNABLE STOPKRS------? Tl� A— W&W PIPE RiISH WITH OM OF MANHOLE 0 1 MANHOLEE INSDE UTS DE hr LOCATE MH SHAff WMM VMHM WALL UNEVEN OCES SHAM BE MER DOWNSW M4--/ AM SIDE OF PLAS7`ERED SMOOTH V" CEMW MORTAR. ROAD PAVEMENT' ROAD PAVEMEN• T' noU s - 2 x mcm or iNLET 1 1/4" SLOT FOR LIFIING COVER PLAN 1 1/2 -.---24" DIA.-Al-HAMB RA FOUNDRY FOR CONCWE COL�AR UEIAIL ;7OR WiN40LE TOP OUARS SEE S-11 NO.A-1254 OR EQUAL 36" [)IA. - ."AM[3RA FOUNDRY #-d 4m W. A-1251-4. OR OUAL E or 1/2* CEMEW MORTAR 3 3/4* % V Ulm. S* MIN. (FOR GRADE RWGS) �Q�TE. 0 MAN4M GRADE RINGS AS WOUIRED Q0 -ET7ERING SHALL BE 3" HIGH MAX, tUHT 6* PER SECTM C" mik I. HOLE — 4 REQ'D F ECCEWRIC ONE SECION PLAN NOMS: SE"m To FORM WA1" TICK I. ~CLE R5NGS1 cows AND JOWS—rMCAL SECRONS 94ALL BE AS MMUFACRWM W ASSOCIATED FOR 00WILL Kouffmom SEE PIPE CoNcom M=TS C* DETAO, SHM 3-2 SO CLASS -A- CONqKTE VARIES P t A CW,,. 1 9FLOW APPROVED =IAL 44 7- MORTAA SHALL W- or* 1 2 M&NT dcORTAR TOP OF AVE" 1 PART CEMENT TO 4 PARTS SAND- 0 (INCH) T (t4CH) EC (1 101) r (INCH) PA VEMEN T f-PROPEM LINE 1 OLS MTH A DE" 43 6 7 24 FINIS" GRADE GWATM 11 -AN 10 WEET SK4L-60 8 8 36 m IN. ......... BE 50* OVMM. r-GROOW MORTAR. TV. MANH(Af GRADE RINGS A ROA SECTION AGGRUGATE Swc to J, BASE PER ""'ITY OR N Iff OR WYE =1 SECTION CN 7 OUy REOIRE VENTS Uj N SEWER 4 LZ Do mov LARGM PIPE PLAN J4 BARS 0 IZ* O.C. ELEVATION POUR BASE AGAINST UNDIVIAMM SOfL NORTH OF RIVER SANITARY DISTRICT No. I NORTH OF RIVER SANITARY DISTRICT No. I NORTH OF RIVER SANITARY DISTRICT No. I TYPICAL HOUSE CONNECTION 2/10 4T AM W I.D. STAMAM MANHIDLE R NAWOLE FR"E AND COVER L AFECOM DM DPA" MW NO. gi 2110 RENSED sm L AECOM DATE DRAVW SaT z. 2/10 REVSED Affi* ask I SW r. cummmedw or sau tm AECOM DATE DUW14 94 -TT NO. DA1 REM" 1004 S-7 CATE **NSA" CSZW* cm r munym v a"Isam low S-11 DAT E REVSCN aftroat cwwrap vm 7 WmVm r 10104 S-5 � C.I. OR CONC. BOX WMi LID MARi(ED SEWER ,=GROUND 00& r VCP OR PVC PLUG IF CLEANOUT LID IS WM41N TRAVELED WAY USE TRAFRC LID AND CONSTRUCT ZC SQ. x r THK. CL *A* CONCRETE COLLAR WYE 4-T ELBOW CONCRETE ENCASEMENT POURED AGAINST UNDISTURBED SOIL 4 40 4,r SECTION py NORTH OF RIVER SANITARY DISTRICT No. I 0 INLINE CLEANOUT 2/10 REVISED MM Mk b-' W E Commadw Dr. $ft 140 AECOM DATE DRMVN SHEET NO. aworaw cd&v*9m DAIS RECON T m -M -11m F smms= 10/04 Know what's below. Call before you dig. z-_ r— IIIIIIIII