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Home My WebLink About5.2-12100 RevisedA" C.E. NO. 67068 DATE V,N_IEL'PADILLAr R RENIISIONS AIPPROVEr"" FIZOP W. PoRlrelz CATf=- r?cE 1`33448 M491 AIJ F. S t-IAIAI PA TE 9kce 321 -18 is � Iff imm A rAALv**mwi 6*1 ik Ill NOR lwalm M alliel N PUBLIC WORKS DIRECTOR, CITY OF BAKERSFIELD NICOLAS FIDLER C 61069 M ' AAJE`IAL� LIST ts MAP LEGEN' w- ESTIMATED UA TIE FOR PLAN INV.- SHEET CHECK AND INSPEC 11ON FEE CALCULATIONS. (EAST, SOUTH, NORTH, WEST) NOT TO BE USED FOR BIDDING PURPOSES. SEWER STORM DRAIN = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY CO# 12 48" R.C.P. STORM DRAIN 113 L.F. 42" R.C.P. STORM DRAIN 571 L.F. 36" R.C.P. STORM DRAIN 290 L.F. 30" R.C.P. STORM DRAIN 1,010 L.F. 24" R.C.P. STORM DRAIN 2,434 L.F. 18" R.C.P. STORM DRAIN 5,382 L.F. TYPE "A" CATCH BASINS 25 EA. STORM DRAIN MANHOLES 35 EA. STORM DRAIN JUNCTION BOXES 13 EA. ADJUST MANHOLES TO FINISH GRADE 48 EA. OUTLET STRUCTURE 3 EA. 6' CHAINLINK FENCE WITH CURB AND SLATS 1,247 L.F. 12' WIDE DOUBLE CHAIN LINK GATE 3 EA. 6' HIGH BLOCK WALL 1,144 L.F. SEWER z w 12" P.V.C. SEWER MAIN 1,110 L.F. 8" P.V.C. SEWER MAIN 7,656 L.F. 6" P.V.C. SEWER MAIN 190 L.F. 4" P.V.C. SEWER LATERALS 3,030 L.F. STANDARD SEWER MANHOLES 18 EA. DEEP SEWER MANHOLES 15 EA. SEWER CLEANOUT 1 EA. 1400- ADJUST MANHOLES TO FINISH GRADE 33 EA. ADJUST CLEANOUTS TO FINISH GRADE 1 EA. 0 LR'.NCHMARK USED. TOP OF CONCRETE MONUMENT IN A LAMPHOLE AT THE SOUTHEAST CORNER OF SECTION 13-30/26, BEING ABOUT 50 -FEET SOUTH OF THE RAILROAD TRACK ALONG THE CENTERLINE OF BUENA VISTA ROAD. ELEVATION = 354.13 VASIS OF BEARINGS. THE BEARING OF N 00*5745E ALONG THE CENTERLINE OF BUENA VISTA ROAD AS SHOWN ON PARCEL MAP 11838 PHASE 2 RECORDED IN BOOK 57 OF PARCEL MAPS AT PAGE 169 IN THE OFFICE OF THE KERN COUNTY RECORDER WAS TAKEN AS THE BASIS OF BEARINGS SHOWN HEREON. LEGAL DESCRIPTION. A PORTION OF SECTION 13, TOWNSHIP 30 SOUTH, RANGE 26 EAST MOUNT DIABLO BASE AND MERIDIAN, IN THE CITY OF BAKERSFIELD, COUNTY OF KERN, STATE OF CALIFORNIA. w ce do I_ c4 LL&J 0 04 6223 *1-7ro— TR 6001 "e STOCKDALE L I I HIGH SCHOOL W"TE LANE LOT 1 PM No. LLA No. 11861 1% 12-0351 Ci LOT I LOT 2 LLA No. 12-0133 LLA No. 13-0176 LOT 1 LLA Po. C=�? T! -4W1 1 01N76 mul s SITE RD LOT 3 < LAN LLA No. 13-0176 TR -6116 LOT LLA No. 12-2 0133 C L P LOT 2 - LLA No. 13-0179 --- --- REMAINDER OF PAROAD Z6 TR -5135 "8* CEL 6 OF P.M.W. 08-1182 u 11 vTp LOT M 11&38 LLA No. TR -5186 *1* - VTPM 11838 2 0133 ---------------------- -N- ----------------------- WEST MING SPECIFIC PLAN AREA1 ,1 vi C INl TY M A R m 41 low- Im., I= [�'ROPOSED SEWER MAIN OR STORM DRAIN E_XISTING SEWER MAIN OR STORM DRAIN LEGERD. MAP LEGEN' w- TOP OF MANHOLE ELEVATION INV.- SHEET INDEX NUMBER (EAST, SOUTH, NORTH, WEST) SS#12 SEWER MANHOLE W/NUMBER = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY CO# 12 SEWER SSA CLEANOUT W/NUMBER OD SD#12 STORM DRAIN MANHOLE W/NUMBER F-5-1 JB#12 STORM DRAIN JUNCTION BOX W/NUMBER P. CB#1 2 CATCH BASIN W/NUMBER SUMP B a) [�'ROPOSED SEWER MAIN OR STORM DRAIN E_XISTING SEWER MAIN OR STORM DRAIN LEGERD. ZO -tuv TMH- TOP OF MANHOLE ELEVATION INV.- PIPE INVERT ELEVATION (E,S,N,W)- (EAST, SOUTH, NORTH, WEST) P.V.C.- POLYVINYL CHLORIDE = APPROXIMATE LENGTHS, CONTRACTOR SHALL VERIFY ALL LENGTHS PRIOR TO BIDDING THIS PROJECT R.C.P.- REINFORCED CONCRETE PIPE R.G.J.- RUBBER GASKET JOINT CB- CATCH -BASIN SHEET IN M TITLE SHEET iA NA sim M STANDARD NOTES & SUMP DETAILS a) WINDERM R STRE T 1111111 Kill IF Q Zo zLu M: Lu > 0 > < u- Z Lu 0 Ix uj :c Lli 0ca a Ix uj UJ to zw > V5 cza¢rn > >:w cl) ------ -------------------------------------- omw (D=) aC Lu z 0 SD#24 z ----------------------------------------- Lu W z Ll 0- 10 TlPt r D 3: X cl) ix :r 0 Lu Z 1 I I I in < B#21 In I I )#34- s cy- uj TENTATIVE a UJ U- L z -I-- FUTURE 0 TRACT 7246--- z z a 0 COMMERCIAL :D LA_ Z Z V) z 0 uj Z w < > SD 25 Lu o U SD#26 f Q 0 uj Ex IAJ Z Lj I(.) ------------------------- m0<w SD#1 -- ----------- < ---------------- op LAJ — Ld ------------ < Z D co ui 2, CB#2 VA, ui z CB#1 0 cn w < < 0 SS#2 TENTATIVE 10 wo Z I.- CO 0 ;A 0 Z5 cn TRACT 7254 A I cn z SD#27 Lli < cy- cy- z 0 w w cl- III Q 9_j < LAJ Z Lu 0 I rZ < > M Lij w z SS#21 Q.Yzo 00 Lli V, 3: 0 z w m CL z ui SS 24 SS#23 w u- 0 SS#20 \ANER u- 0 -0 14 0 _j L, %-a UJ SS#18 -i ZO -tuv < cprz� WINDE M RE STREET STATION 75 00 - 86+00 CD PARK QUARE RIVE S A 1.0 4+50 18+45 LO N DRI Sillill'i'llillill ON 46+50 60+63 a) COLLIN WOOD DRIVE PASEO PARK 1® LIVERPOOL WAY ALLSTON WAY T) CELESTIAL COURT M "OFF-SITE" LODEN DRIVE TEMP. SUMB B DETAIL �M JUBILEE LANE WOODLAWN WAY HELENA WAY qD BOTANICAL DRIVE VINERY WAY M MAGENTA DRIVE SHADY VALLEY PLACE Q Zo zLu M: Lu > 0 > < u- Z Lu 0 Ix uj :c Lli 0ca a Ix uj UJ to zw > V5 cza¢rn > >:w cl) ------ -------------------------------------- omw (D=) aC Lu z 0 SD#24 z ----------------------------------------- Lu W z Ll 0- 10 TlPt r D 3: X cl) ix :r 0 Lu Z 1 I I I in < B#21 In I I )#34- s cy- uj TENTATIVE a UJ U- L z -I-- FUTURE 0 TRACT 7246--- z z a 0 COMMERCIAL :D LA_ Z Z V) z 0 uj Z w < > SD 25 Lu o U SD#26 f Q 0 uj Ex IAJ Z Lj I(.) ------------------------- m0<w SD#1 -- ----------- < ---------------- op LAJ — Ld ------------ < Z D co ui 2, CB#2 VA, ui z CB#1 0 cn w < < 0 SS#2 TENTATIVE 10 wo Z I.- CO 0 ;A 0 Z5 cn TRACT 7254 A I cn z SD#27 Lli < cy- cy- z 0 w w cl- III Q 9_j < LAJ Z Lu 0 I rZ < > M Lij w z SS#21 Q.Yzo 00 Lli V, 3: 0 z w m CL z ui SS 24 SS#23 w u- 0 SS#20 \ANER u- 0 -0 14 0 _j L, %-a UJ SS#18 -i S -S#3 s z t.- w < Lr- 0 w 0 Lu SD0 0 V) a: Z O� F - S#25// \��E R ISD#20 0 r_ 0 &Y V LLj Z C) .1- q. 00 8 -S s #722 < 0 P ZU TA- U- < 0 ;S#lg 000 m S#4 ,5;Z 0- W e-% % > V) SD 3 F- cr. D vi JB#1 SS#17 z III -I _j ui < C) lie < LLJ 3: olp- B#22 tri x 0 -.01 C�_ V� Z CS < A. 0 SD#1 Q 9 x Z vi D Ile FULLER V) Z 16 9B#4'\ \JB#1 1 Z k l F >\ APARTMENTS < p . w U) (n z 0 oK% z s TENTATIVE 05;zow D#21/ >\ L11- W 0 w cab 0 -'TPA('T 794A SD#18 /SS92 w w w SD 17 SD#4 .1) C3 Li- V) , ° e \ C 3C} i /' ®y-9 / Ne i # 116 U) a A LAJ FA W > s 5w,ow r,\ / Lu0 a P 0 0 0 w w I" o v \ / / t Y \ , / {♦^' < ss Ar" # >\ SD#22 15 9 t 8# PASEO 4 JB#12 SS#28 e /�,, ��m m�mm�m��m'.r,/�\,��,, �/�®m,�� mm'�\®��.,�,m \%®�"' Q SD#2 Nlf B#1 7 FUTURE -,CB#18 COMMUNITY < B#18/ > CB#6daftI CENTER 4#13 SUMP SS#7 JB#1 7 D N. 13 D S 6 //TENTATIVE 7 COA 13 JB#21 IN ANI CB#5 TRACT 7247/ oe -JB#20 2 a SD#5 x JB#19-.d FUTURE Q #33 SD#6 PARK SITE SS#2713s JI ur0 II V5 Fn it II V)w z uj X X uj ui Lli 0 zD *U uco #1 f// ; ®mom mm / f/ ,^� c % 1 ss 3 < F PG&E ^000 50#7 32 LLM SUB—STA11ON vi sstfu /X CB b SD#8 ss#31 �q �� SD#31 i 00V13 Fmmu SD#14 oer C # 15 u -/4 TENTATIVE CB 13 .1ol SD D#30 SCIf s6#1 6 TRACT 7248 CB 12 SS#9/ 4 0 Lmj ry- Air C0#14-, �d ANI < � -,< IN / c N11 B#9,/ CB#29 Q SD#16 Q CZAI Q SS 3c SD#10 3: r —SS#3 I E 7 sb#i P%100 Ld SD#2 z LLM N CW#8w N� CB#274 < TENTA11VE 13 r z -�,-SD# 1 0 > CK TRACT 7288, N�, L ............. 04 D ANE— _7 T TENTATIVE TRACT 7288 IN, / �'�`� / � / � � �%/ � 0 UNDERCRM SERVICE MDT 4(k - X, OF SOUNN CAUFORMA BAKERSFIELD MEMORY CARE z FUTURE Z6 SUMP A 3 Q V) w Lu uj 0 z 1� 0 CL 0 -1 $.:_ ca z w .. Z I 2 _w (D > u LLJ -1) F- U. W w rl. -t- cr a . < S -S#3 s z t.- w < Lr- 0 w 0 Lu SD0 0 V) a: Z O� F - S#25// \��E R ISD#20 0 r_ 0 &Y V LLj Z C) .1- q. 00 8 -S s #722 < 0 P ZU TA- U- < 0 ;S#lg 000 m S#4 ,5;Z 0- W e-% % > V) SD 3 F- cr. D vi JB#1 SS#17 z III -I _j ui < C) lie < LLJ 3: olp- B#22 tri x 0 -.01 C�_ V� Z CS < A. 0 SD#1 Q 9 x Z vi D Ile FULLER V) Z 16 9B#4'\ \JB#1 1 Z k l F >\ APARTMENTS < p . w U) (n z 0 oK% z s TENTATIVE 05;zow D#21/ >\ L11- W 0 w cab 0 -'TPA('T 794A SD#18 /SS92 w w w SD 17 SD#4 .1) C3 Li- V) , ° e \ C 3C} i /' ®y-9 / Ne i # 116 U) a A LAJ FA W > s 5w,ow r,\ / Lu0 a P 0 0 0 w w I" o v \ / / t Y \ , / {♦^' < ss Ar" # >\ SD#22 15 9 t 8# PASEO 4 JB#12 SS#28 e /�,, ��m m�mm�m��m'.r,/�\,��,, �/�®m,�� mm'�\®��.,�,m \%®�"' Q SD#2 Nlf B#1 7 FUTURE -,CB#18 COMMUNITY < B#18/ > CB#6daftI CENTER 4#13 SUMP SS#7 JB#1 7 D N. 13 D S 6 //TENTATIVE 7 COA 13 JB#21 IN ANI CB#5 TRACT 7247/ oe -JB#20 2 a SD#5 x JB#19-.d FUTURE Q #33 SD#6 PARK SITE SS#2713s JI ur0 II V5 Fn it II V)w z uj X X uj ui Lli 0 zD *U uco #1 f// ; ®mom mm / f/ ,^� c % 1 ss 3 < F PG&E ^000 50#7 32 LLM SUB—STA11ON vi sstfu /X CB b SD#8 ss#31 �q �� SD#31 i 00V13 Fmmu SD#14 oer C # 15 u -/4 TENTATIVE CB 13 .1ol SD D#30 SCIf s6#1 6 TRACT 7248 CB 12 SS#9/ 4 0 Lmj ry- Air C0#14-, �d ANI < � -,< IN / c N11 B#9,/ CB#29 Q SD#16 Q CZAI Q SS 3c SD#10 3: r —SS#3 I E 7 sb#i P%100 Ld SD#2 z LLM N CW#8w N� CB#274 < TENTA11VE 13 r z -�,-SD# 1 0 > CK TRACT 7288, N�, L ............. 04 D ANE— _7 T TENTATIVE TRACT 7288 IN, / �'�`� / � / � � �%/ � 0 UNDERCRM SERVICE MDT 4(k - X, OF SOUNN CAUFORMA BAKERSFIELD MEMORY CARE z FUTURE Z6 SUMP A IFF DIAL TOLL FRE 1-80D-227-2600 AT LFAST TWO DAYS BEFORE YOU KEBIG N- HOFFMANN Y MAP HOSPICE SCALE: 1'=200' 'COB RECORDS No. OF 15 SHEETS 3 Q V) w IFF DIAL TOLL FRE 1-80D-227-2600 AT LFAST TWO DAYS BEFORE YOU KEBIG N- HOFFMANN Y MAP HOSPICE SCALE: 1'=200' 'COB RECORDS No. OF 15 SHEETS COSIBUOMN , , _iii. _ ��(( -. _ / L0 \t 11 - „ I INSTALL SEWER MANHOLE a INSTALL SEWER CLEANOUT en INSTALL SEWER _ - -- -- -- G1 - 13 -- - - -- INSTALL STORM DRAIN _ _ -------------------- O INSTALL STORM DRAIN MANHOLE Q INSTALL STORM DRAIN JUNCTION BOX V) INSTALL TYPE "A" CATCH --BASIN — -�° RIGHT--OF--WAY UJI WU M OZ$ EXISTING SEWER (9 EX S C13 EXISTING STORM DRAIN EX SD w EXISTING EDGE OF PAVEMENT r - ca I wz L08 N. N� -h � Ln SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTE. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. -- 7' MAX. OF COVER AT THE PROPERTY LINE. ZA r IN CUL--DE--SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT--OF--WAY. 008q Lo �'�;CocoS ui cn L+ 0 cn cn cn cn dA} SEE SHEET e FUTURE TRACT { t {{ "7 e . $ flic 30, it 0 (BY SEPARATE PLANS){ ` , {{ I „ (' %J 19' 1 ' , INSTALL 138.6' 8" PVC SEWER 0 0.35% d 1 HORIZONTAL =50' VERTICAL: 1"=5' (� N IIS ® IIS-- Its-- 011 00 00 11 119 zp �hZ ® c �2 oZ a Z zj CL �Z a Cj Ct� C tr < t1`4� .... Lq PamCoco h Ca tpz I.: N ®1 fj t4 ti! � 00 001OC► *"'.-�» Lo z !& T—V— a0 *UJ cnN60 CSIN (n Cj.................... ` '. ` •S[?tt"f 10" .LOW . . . . . . . . . . e� to .V_ to . + APPR XIM TE DDS/%N i�-RADt.480 . . �s ter,. • �'`�� c" SEWER AND STORM DRAIN .0 355 . . . . . . . . . . . . . . . . . . . e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r 50.350 SEENOTE'=A'•'.................................................. ................... ......... .... ......... 18=' fNV 'N= . 24" INV W -.S : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .24" INV. N - s= . e e e . . . . . . . . . . e . e . . . . .3 4e 4.65 344.1Z 344.54 8" INV. S- 1 INV E -S'= .r.•... 344.98 r..e... ..... . ° s °e 345 8" INV N= 24" INV S= 24" INVN—W= . . . 344.83 344.63 . . e . . " .IN.V= ...... . . ...r4e12 . . . . , . . 342.91 • , 8" INV N -S= . INSTALL 20.0' 18" ' . . . 342.43 . . . 40. GL -3 RCPw/RGJ8340 . . e... e . , . 1'ORM DRAIN 6 X1.15 � INV S= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INSTALL 55.3' 24" INSTALL 460.8' 24" . . . INSTALL 116.8 24" • . CL -3 RCP vv/RGJ CL -,3 RCP w/RGJ STORM DRAIN 0 0.08% ` CL -3 RCP w/RGJ STORM* DRAIN 00.08% . 30 S ORMDRAIN0O.Ok.......................................................................................... ......... 9+00 11 12+00 14+00 15+00 16+00 SEWER-STORNM DRAIN P R OF I L E N N _iii. _ ��(( -. _ / L0 \t 11 - -i_ . - I rn� c� ® m -^ en tl-—T 1110+10111,00 ui _ - -- -- -- G1 - 13 -- - - -- 0 T_ to CO.---- _ _ -------------------- ----------------------------- _._. _._.,......_,..__._.......... .,,._..,_ �...,,�. z V) < W MC'q � UJI WU M OZ$ Z Q3 O (9 C13 uj Z Lu M T r w w �(0 OO Ilk It N FUTUREt LL 0a 5' 7' i (BY SEPARATE PLANS)s� 1 ,{ 0 INSTALL 138.6' 8" PVC SEWER 0 0.35% d 1 HORIZONTAL =50' VERTICAL: 1"=5' (� N IIS ® IIS-- Its-- 011 00 00 11 119 zp �hZ ® c �2 oZ a Z zj CL �Z a Cj Ct� C tr < t1`4� .... Lq PamCoco h Ca tpz I.: N ®1 fj t4 ti! � 00 001OC► *"'.-�» Lo z !& T—V— a0 *UJ cnN60 CSIN (n Cj.................... ` '. ` •S[?tt"f 10" .LOW . . . . . . . . . . e� to .V_ to . + APPR XIM TE DDS/%N i�-RADt.480 . . �s ter,. • �'`�� c" SEWER AND STORM DRAIN .0 355 . . . . . . . . . . . . . . . . . . . e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . r 50.350 SEENOTE'=A'•'.................................................. ................... ......... .... ......... 18=' fNV 'N= . 24" INV W -.S : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .24" INV. N - s= . e e e . . . . . . . . . . e . e . . . . .3 4e 4.65 344.1Z 344.54 8" INV. S- 1 INV E -S'= .r.•... 344.98 r..e... ..... . ° s °e 345 8" INV N= 24" INV S= 24" INVN—W= . . . 344.83 344.63 . . e . . " .IN.V= ...... . . ...r4e12 . . . . , . . 342.91 • , 8" INV N -S= . INSTALL 20.0' 18" ' . . . 342.43 . . . 40. GL -3 RCPw/RGJ8340 . . e... e . , . 1'ORM DRAIN 6 X1.15 � INV S= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INSTALL 55.3' 24" INSTALL 460.8' 24" . . . INSTALL 116.8 24" • . CL -3 RCP vv/RGJ CL -,3 RCP w/RGJ STORM DRAIN 0 0.08% ` CL -3 RCP w/RGJ STORM* DRAIN 00.08% . 30 S ORMDRAIN0O.Ok.......................................................................................... ......... 9+00 11 12+00 14+00 15+00 16+00 SEWER-STORNM DRAIN P R OF I L E N N M rn� c� ® m o en V) � s r CONSTRUCT 31.2± L.F.18"----' 24LAj " INV SW=30" INV SE= CL -3 RCP w/RGJ 343.96 343.46 STORM DRAIN 0 0.15% TQRM DRAT SE TI N N.T.S. GOLLINGWOOD DRIVE SEE LEFT ACADIA CIRCLE r �'°�. {i I . ui i I (FUTURE S { It i� I t' I �I / / I / ✓ it t t t ............___....,.,......._....___ __J JI II t! '0 io) r tit (6 J r J e FUTURE TRACT 72461 1 i{ !I I I \ FUTURE C.B. i/ t t\t� `R` \ /J ! (BY SEPARATE PL . . . cn 355 1 E v U_ c��t>O wow W 'u iL=L Lou o-aZv�Z��oo III 0>�Q c 0z 0 0 1mu�0�<1�uuwiUsad� 21,_ CJr- I��QI�a_�h QZ> 2awoowo zui; 3�o C a3::s0�®Q 0. no§Q�we Fy- 1! aw 8 �'- w 6 6 uw- Q¢ G Z © W .-I z �awQcuccrla0 In zo1L'u°;wu-a s© E< on.zowt�-ua.1>�u�ta` c�Uu1-Qv¢2W u -I KMW3: �cnwz w Q www=<Q(�a© Z_j01,.tQd��hi� © 6 w w © m �a�z>od >owc� wz_jzztxw Q Q �wC-) tai.>oaUj Lu BOTANICAL DRIVE (FUTURE STREET) J J t! � t t d -FUTURE C.B. tT!,---------- 11 _,,. — _ _,,. _ -- — — — d ~ �\ e SHADY ALLPLACE �- EE SHEET 15 m 0 P z PHASE I (FUTURE) ?� PAS E O PARK HORIZONTAL: ,�-5 °' (PRIVATE) \18"INVE= 344.60 ... 40 . . INSTALL 228.8' 24" . . INSTALL 117.4' 18" . CL --3 RCP w/RGJ STORM DRAIN 0 0.077 CL -3 RCP w/RGJ STORM DRAIN' 0 0.11% ' ... ...........................................................33► 00 14+00 15+00 1 17+00 STORM DRAIN PROFILE p W -n I- C) M E v U_ c��t>O wow W 'u iL=L Lou o-aZv�Z��oo III 0>�Q c 0z 0 0 1mu�0�<1�uuwiUsad� 21,_ CJr- I��QI�a_�h QZ> 2awoowo zui; 3�o C a3::s0�®Q 0. no§Q�we Fy- 1! aw 8 �'- w 6 6 uw- Q¢ G Z © W .-I z �awQcuccrla0 In zo1L'u°;wu-a s© E< on.zowt�-ua.1>�u�ta` c�Uu1-Qv¢2W u -I KMW3: �cnwz w Q www=<Q(�a© Z_j01,.tQd��hi� © 6 w w © m �a�z>od >owc� wz_jzztxw Q Q �wC-) tai.>oaUj Lu BOTANICAL DRIVE (FUTURE STREET) J J t! � t t d -FUTURE C.B. tT!,---------- 11 _,,. — _ _,,. _ -- — — — d ~ �\ e SHADY ALLPLACE �- EE SHEET 15 m 0 P z PHASE I (FUTURE) ?� PAS E O PARK HORIZONTAL: ,�-5 °' (PRIVATE) \18"INVE= 344.60 ... 40 . . INSTALL 228.8' 24" . . INSTALL 117.4' 18" . CL --3 RCP w/RGJ STORM DRAIN 0 0.077 CL -3 RCP w/RGJ STORM DRAIN' 0 0.11% ' ... ...........................................................33► 00 14+00 15+00 1 17+00 STORM DRAIN PROFILE p W -n �k I- C) M rn� c� Cry Z °� O 0 ui M 0 T_ to � a c N z tL LL < W MC'q � UJI WU M OZ$ Z Q3 O (9 C13 uj Z Lu M T r w w �(0 OO N CL LL 0a W a �k t.1J � a W tL LL w � w Z J } ( (9 C13 W w w uj tr_ LL.I W a LL 0a W a 75; DATE 12/11/2014 n i PA JOB No. 13-2750H SHEET 0 E Q L '" QF 15 SHEETS z 0 w 75; DATE 12/11/2014 n i PA JOB No. 13-2750H SHEET 0 E Q L '" QF 15 SHEETS SN5jEUQjQN NOM Co Co 0 INSTALL SEWER MANHOLE O INSTALL SEWER CLEANOUT 2U zcou < AWW�ur INSTALL SEWER 44 � � ar. INSTALL STORM DRAIN Q INSTALL STORM DRAIN MANHOLE n. ww>- INSTALL STORM DRAIN JUNCTION BOX usu___ Q� oo INSTALL TYPE "A" CATCH—BASIN -- ®-°- RIGHT—OF--WAY J Q ,. w Z C3 zd u,.o�Q� EX S EXISTING SEWER U-0 EX SD EXISTING STORM DRAIN EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL--DE--SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT--OF--WAY. BE MAINTAINED BY HOA ul00 Co Co ��•'©4Zw wC" z � r X14 LLJ a- W W 0 00 h ® LL 2U zcou < AWW�ur 1* C14 44 � � ar. aar. • z�' �ocis� O z�oco_aQo2 otS n 0 n. ww>- to� uow f)M usu___ Q� oo 0 Q��n� no�> �; chlb Z (1)o Z �J 2 J Q ,. w Z C3 zd u,.o�Q� Z W Co °Q�o U - U-0 u_� vi>¢vw�20 �-- 0 06 50 ,.ZQcn z o z La d > W {-,,, ._. = 2 2 mCD 2.�s�dm WWVQWZ (n>- pCQ WR' CONSTRUCT 7± L.F. • CL -3 RCP w/RGJ STORM DRAIN G • E- 348,84 CURVE TABLE Z J W r. qC4 _j LLJ � q N V ® --SOD t + 4 ' -° C-4 001 FUTURE TRACT 7246 It BY SEPARATE PLANS �•, �; , ; U �.• � /, .rt t `t t tt it t \o '� ,,� 7 J Il t\154- ,.�•-__ �� `` �i' r® �✓� p "�-` -- -- ------�------- --- -- .o i r7 4• .,. ly 12 3 ci 4 .'K / 07 J A �•FUTURE COMMERCIAL (NOT A PART) 8 II rOA u l .� v w ..oui x �w z e -t 18-- INV E -•W=\ 18" INt 348.83 348.79 CONSTRUCT • STORMCL-3 RCP w/RGJ DRAIN IF milvA ml 24" INV E --W= 348.31 CONSTRUCT 27.7± L.F. 18" 24" INV E=§= l (CONSTRUCT 17.7± L.F. 24" CL --3 RCP w/RGJ 348.29 CL -•3 RCP w/RGJ STORM DRAIN 0 0.25% STORM DRAIN 0 0.11% (PUBLIC) STORMI .T -S. m V�� RPE P QP R/W N R/W R/W R/W STORMISECTIObj N.T.S. PRIVATE STORM DRAIN TO BE MAINTAINED BY HOA. CITY INSPECTION WITHIN PUBLIC STREET R/W. a .. ��•'©4Zw wC" z � r X14 LLJ a- W W Qz��Z&WW o 00 f � Z J W r. qC4 _j LLJ � q N V ® --SOD t + 4 ' -° C-4 001 FUTURE TRACT 7246 It BY SEPARATE PLANS �•, �; , ; U �.• � /, .rt t `t t tt it t \o '� ,,� 7 J Il t\154- ,.�•-__ �� `` �i' r® �✓� p "�-` -- -- ------�------- --- -- .o i r7 4• .,. ly 12 3 ci 4 .'K / 07 J A �•FUTURE COMMERCIAL (NOT A PART) 8 II rOA u l .� v w ..oui x �w z e -t 18-- INV E -•W=\ 18" INt 348.83 348.79 CONSTRUCT • STORMCL-3 RCP w/RGJ DRAIN IF milvA ml 24" INV E --W= 348.31 CONSTRUCT 27.7± L.F. 18" 24" INV E=§= l (CONSTRUCT 17.7± L.F. 24" CL --3 RCP w/RGJ 348.29 CL -•3 RCP w/RGJ STORM DRAIN 0 0.25% STORM DRAIN 0 0.11% (PUBLIC) STORMI .T -S. m V�� RPE P QP R/W N R/W R/W R/W STORMISECTIObj N.T.S. PRIVATE STORM DRAIN TO BE MAINTAINED BY HOA. CITY INSPECTION WITHIN PUBLIC STREET R/W. r �t E# t � t, l`1 10+00.00 \ a .. ��•'©4Zw wC" z � r X14 LLJ a- W W Qz��Z&WW o 00 f � ® LL 2U zcou < AWW�ur _o uj oma: ®� wr o N !! Lii M � � ar. aar. • z�' �ocis� O z�oco_aQo2 otS n 0 n. ww>- .� uow w m cv r �t E# t � t, l`1 10+00.00 \ CLo �o Cbui I I V Y' 00Z0 00 +r4%. rn a + <t �� C�� j vi TER, R.C.E. NO.3344 DAT PHAS E IIL t HORIZONTAL. 1"=50' DANWL PADILLA, R.C.E. NO. 67008 DATE VER11CAL: 1"=5' t ~ . uj ow oz 0 p ® oz oz thin tf)�4C) z ttj©� ttj© Qo ®oq,7 ' , 4� rn �� ® d nn C6 v3 r✓i IN 0C) 04 Cn Cn . . ... . . .` ,��'�,ys: . . .•. . . .A.PPROXf AT DA SIGN. X . .'. .•. .•. .•. . . .o. . . . . . . . . .`. . . .. . . .e. . . . . . . : . ._. . . . . .+. . . .•. �s�"S�` .•. ABOVE SMRU DRAIN . . . . 24" INV N= . 18" INV W= . 348.06 24". INV- E- 99 ° . . .°. . . . . .°. . . . . . . . . . . .'. 348,79 . . .•. . . .°. . . . . . . . .°. . . . . . . .'. , . . . 347.96 . . . . ' 24 • °INV' N`� . . . . 24" INV E --S= • 348.06 . 24" INV E= . 348.29. . • 347:96 . . . . . . . . . ... . . . . . . . • . . . . . . . . . . . . . . . . . . e . -'24"e WV' W= 347.93 . . . . . . . . . . . . . . . . . • INSTALL 28.3' 24" e . ,INSTALL 280.1' 24" ' . . . . . . . . . . . . . . . . . . . . . . . . M . . p a Cts ---3 R'CP .wIRG4 STORM' DRAIN 0.0,11 CL -3 RCP w%RGJ STORM DRAIN 0 0.087. . e 10+00 1+ 12+00 13+00 + +00 9+00 10+00 a► QRM DRAIN SE NOTE "A": CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EXISTING STUB. IF POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. Wil J Q g vi do i ore" .. ��•'©4Zw wC" z � r X14 LLJ a- W W Qz��Z&WW o 00 ii r r t i t ® LL 2U zcou < AWW�ur _o uj oma: ®� wr o CLo �o Cbui I I V Y' 00Z0 00 +r4%. rn a + <t �� C�� j vi TER, R.C.E. NO.3344 DAT PHAS E IIL t HORIZONTAL. 1"=50' DANWL PADILLA, R.C.E. NO. 67008 DATE VER11CAL: 1"=5' t ~ . uj ow oz 0 p ® oz oz thin tf)�4C) z ttj©� ttj© Qo ®oq,7 ' , 4� rn �� ® d nn C6 v3 r✓i IN 0C) 04 Cn Cn . . ... . . .` ,��'�,ys: . . .•. . . .A.PPROXf AT DA SIGN. X . .'. .•. .•. .•. . . .o. . . . . . . . . .`. . . .. . . .e. . . . . . . : . ._. . . . . .+. . . .•. �s�"S�` .•. ABOVE SMRU DRAIN . . . . 24" INV N= . 18" INV W= . 348.06 24". INV- E- 99 ° . . .°. . . . . .°. . . . . . . . . . . .'. 348,79 . . .•. . . .°. . . . . . . . .°. . . . . . . .'. , . . . 347.96 . . . . ' 24 • °INV' N`� . . . . 24" INV E --S= • 348.06 . 24" INV E= . 348.29. . • 347:96 . . . . . . . . . ... . . . . . . . • . . . . . . . . . . . . . . . . . . e . -'24"e WV' W= 347.93 . . . . . . . . . . . . . . . . . • INSTALL 28.3' 24" e . ,INSTALL 280.1' 24" ' . . . . . . . . . . . . . . . . . . . . . . . . M . . p a Cts ---3 R'CP .wIRG4 STORM' DRAIN 0.0,11 CL -3 RCP w%RGJ STORM DRAIN 0 0.087. . e 10+00 1+ 12+00 13+00 + +00 9+00 10+00 a► QRM DRAIN SE NOTE "A": CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EXISTING STUB. IF POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. Wil J Q g vi do U- �W ��•'©4Zw wC" z � r X14 LLJ a- W W Qz��Z&WW o a� in Ix>'� ® LL 2U zcou < AWW�ur _o uj oma: ®� wr o N !! Lii M u.= ~— LL z�' �ocis� O z�oco_aQo2 otS n 0 n. ww>- .� uow w m cv usu___ Q� oo 0 Q��n� no�> �; chlb Z (1)o Z ��Azc`��F-Q� W. �►/ 0 to N G'�""' Q ,. w Z C3 zd u,.o�Q� Z W Co °Q�o F_(o vi>¢vw�20 �-- 0 cnLt3��Z�vKtJZGI� C, 0 � ®u_�gw� ,.ZQcn Q W p mow, Co w`z®2z?'cr)°°¢cDn > W {-,,, ._. = 2 2 mCD 2.�s�dm WWVQWZ (n>- pCQ WR' i HORIZONTAL: 1"=50' VERTICAL, 1 "--5' . . . . . . . . . . . . . . . • . . . . . , . . • . . . . . . . . . . . . 360 ---------------- .................................... 350 ...•....'I1.. : "" '..�•"�' '�„ 24" INV N= l e 347.49} • •30." INV S -W= °�..' ®-�..~�.. {345.99 . ... . v ,� . . . . . . . . . . . . . . . . . . . . . . ' . 3. . . . . . . ' ( 347.05} . .: 4° . . SEE NOTE "A" . . . . . .. .. • ' , . . . }'NSTALL 284.2' 30 . INSTALL 132.5' '3Q" CL -3 RCP w/RGJ STORM DRAIN 0 0.08% . ,CL --3 RCP w/RGJ STORM DRAIN 0.0.11% 11+00 12+00 13+ 00 14+00 15+00 STORM }RAIN PROFILE 00 w _> C) G'v> w V y CD Li X14 LLJ a- W W = _' m ® LL Z W n 0 a z W L4- 4 o uj W 00 w _> C) G'v> w V y CD DATE 12/11/2014 i PA JOB No. 13-2750H C N SHEET E a E i Q h N OF 15 SHEETS W s �9 0 � 0 wz w w DATE 12/11/2014 i PA JOB No. 13-2750H C N SHEET E a E i Q h N OF 15 SHEETS QQN5TRUQIIQN NOIM CD 111— 0 ---� c4L FUTURE SEWER AS PART r! OF TRACT 7248 PLANS INSTALL SEWER MANHOLE Q INSTALL SEWER CLEANOUT co(n 0 M INSTALL SEWER �d ® 800 6 � 6 V) INSTALL STORM DRAIN ao 88 F= too P: 00 0 C-4 N 0 INSTALL STORM DRAIN MANHOLE DQ INSTALL STORM DRAIN JUNCTION BOX (or- Z v-- + INSTALL TYPE "A" CATCH -BASIN 1+ 01 ... RIGHT-OF-WAY LL 11 ui EX S- EXISTING SEWER 0 ui. EX SD- EXISTING STORM DRAIN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. 3 owvE T 0 <;Qu ARE FUTURE TRAC7248 p AFK % 7V SVAEE'T (BY SEPARATE PLANS) SEE FUTURE SEWEA AS PART OF TRACT 7248 PLANS 0 L --- /;`___1O+98.34 in 00 -S63*3r It CO 12+16-71 V \ . I -- --------- ----------- C-4 - ----------- s ---------- 40' -Z 'boo S ui HORIZONTAL: 1"=50' VER11CAL: 1"=5' 11000 11 to 11 z po - I- % tO 11 00 i_,:Q CD 111— 0 ---� c4L FUTURE SEWER AS PART r! OF TRACT 7248 PLANS W cd w x x a- -.Cn -,Cn w x w x x x r- ac o o opo oz m oz m m co(n 0 M !�vz) w <z �d ® 800 6 � 6 V) z 0 z 0 360 ao 88 F= too P: 00 0 C-4 N 0 r.-Cq F= v-00 0 v-04 F= ow 0 I= 0 ii C66 0 Wiwi z (6C6 z me ao ;;� , = + 4tei z =) + + -:o z Q ++ (or- Z v-- + . . . M* a C4 1+ 01 ... m LL 11 ui cn 8 vi (A cn 8 v ...... 0 ui. - 18" INV E= 18" IN E= V cn . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 355* 'A PPRO)(IMA TE DESIGN GRADE 1 X A�9014E. STCRU. DRAIN 344.61 CL -3 RCP w/RGJ Q-1 ... ... ..... /�` r I... ...................... tw11111N 0`jQ.RM DRAIN 3 345.58 45.72 . . . . . . . . . . . . . . . . . . . . . . . . . . . . _41z, --------------------------- --- 0 >1P N.T.S. ----------- 340 ----- -------------------------------- / ........ . . . . . . . . . . . . . . NOR FL= . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 352.89 CL -3 RCP w/RGJ*STORM DRAIN 0 0.08% 330 350' ... ............................... ...................... ........ 14+00 15+00 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18" it 345.08 . 18" INV W= 345*• .. ............... ....... ................. ...... .......... ......... 345 INV E=- . . . . . . . . . . . . . . . . . . . . . . . . . '24" INV' S= . . . 343.11 344.58 W . . . . . . . . . . . . . . . ....4 INV E -W= . . . . . . . . . . . . . . . . . . L. . . . . . . . . . . '42", INW V* =*342:58 18" INV \V= -342-91 342.86 1 342.70 48" 1 N V' N = 342'58 1 340• ....... ............ ............... 335' 340 •342.92, Ae)ltINV NE ............................................................................. -- PLUG END-- ,, __-__PLUG . ..... .. . .. . .................................................... INV S- r) . -342.92 ..................................................................................... 18" INV E= 18" SD INV= . . . . . . . INSTALL 134.8' 24" - 335 * ................... * ............. * ........ 8 INV W= 344.85 344.81 INSTALL 11:3' 42"---"-, 18" INV W 330 ......... is ............... L .............. CL -3 RCP -w/RGJ 344.80 11+00 STORM* MAN* 6 6.0787 . . . . . . . INSTALL . . . . . . . . . . . . . . . . 57.6' 42" INSTALL 200.0' 421 18" INV E= INSTALL 14-3.3' 42" - CL -3 RC� w/RGJ -3 RCP w/RGJ STORM DRAIN 0 0.08% CL -3 RCP w/RGJ STORM DRAIN 0 0.08% 345.08 330 ...... 77-477 ........... ..o 48" INV E --S= 42" INV W=342.58 STORM DRAIN •CL 0 O.Ody . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .-330 . INSTALL 19.7 18---/'l 0+00 11+00 12+00 13+00 14+00 CL -3 RCP w/RGJ STORM. "RAIN, W 5E"`TIQN &� STORM DRAIN 0 0.96% STORM DRAIN PROFILE X Z NO(0 co (0 FUTURE SEWER AS PART r! OF TRACT 7248 PLANS �t C6 N C5 U-) Lo - - vi o r- L0 m tL Z) it u- M <z F- 5p ry a- 5 V) 00 M ............... LL_ 0 uj 360 r- Z tou-) C4 ii V) V) K) C3 ti 1It 8- SWR INV_ C4 LO . . . 11 11,347.03 1+ 01 ... m LL 11 ui 355 I - L PLUG END- �_ v ...... 355 - 18" INV E= 18" IN E= V . 24" INV N --S= 344.66 344.62 18" 344.61 1 N V W= CONSTRUCT 5± L.F. 18 (BY SEPARATE 344.61 CL -3 RCP w/RGJ Q-1 CL STORM DRAIN 0 0.25% U-1% 1�_ 5! 5 A Jz 0 15 SEE. S" tw11111N 0`jQ.RM DRAIN 3 345.58 45.72 . . . . . . . . . . . . . . . . . . . . . . . . . . . . M"TION 0 ui N.T.S. X if k Z NO(0 L if it I I I if 11 1 1 FUTURE SEWER AS PART r! OF TRACT 7248 PLANS �t I if L Lw- el Fj 0 - - vi o r- L0 m n N, <z 4-� cq 00 M ............... 06 360 r- + 04 tou-) C4 zqk V) V) K) C3 m C4 (3 Lo C4 LO . . . 0 1+ 01 ... m 11 11 ui 355 ro v ...... 355 It . _j u_ _j It Lu FUTURE TRACT 7248 I 1 0 . . . . . . . . . (BY SEPARATE 5' 5 (an Q-1 CL U- U-1% 1�_ 5! 5 A Jz 0 15 SEE. S" TORM -DRAIN .0,08-7 .. . . . . . . . . 3 345.58 45.72 . . . . . . . . . . . . . . . . . . . . . . . . . . . . C-400 0 ui n w ta- 340 ......................................... 335 * ........ * ........ ....... ........ 335 it Z 0 24".INV N -S= CL -3 RCP w/RGJ*STORM DRAIN 0 0.08% 330 it If iIf f il it CONSTRUCT 5± L.F. 18- I If 1 11 1 It 330 14+00 15+00 16+00 2'INV CL -3 RCP w/RGJ it 345.58 . 18" INV W= STORM DRAIN 0 1.03% if A . 344.61 24" IIS V_SJ=. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 344,5 . . . . 11 1\/= It it 8 INV= 8" SWR INV= It W 11 1 fli 347.35 342.58 I 1 347.14 --_v 340'. 11 1 LL- - - - - - - - - . . ....... ............ ............... 335' ........................ * ........ LUGI END PLUG END-- ,, __-__PLUG . ..... .. . .. . .................................................... INV S- 18" INV E= 18" SD INV= . . . . . . . INSTALL 134.8' 24" - INSTALL- 94.6' 24" w/RG*J 344.58 CL -3 8 INV W= 344.85 344.81 STORM DRAIN 0 1.21% 18" INV W 330 ......... is ............... L .............. 345.13 344.80 11+00 12+00 18" INV E= CONSTRUCT 5± L.F. 18 345.08 CL -3 RCP w/RGJ 48" INV E --S= 42" INV W=342.58 STORM DRAIN 00.25% v 342.53 48" INV N=342.58 STORM. "RAIN, W 5E"`TIQN &� CONSTRUCT 51± L.F. 48" CL -3 RCP w/RGJ N.T48® STORM DRAIN 0 0.10% if k Z + T7+ L if it I I I if 11 1 1 FUTURE SEWER AS PART r! OF TRACT 7248 PLANS �t I if L Lw- el Fj 0 - - vi o . ....... ... 5�11 -1 7- m T1 N, <z 4-� 360 00 M ............... oo 360 --:o + 04 tou-) C4 -------- N----------- %-.r- 66 ri "" CA 46 6 c4c4 US . . . 0 1+ 01 ... + + ;-,i .. . AP.PROWWA TE ;DESIGN GRAPE A80VE + No 355 STORM DRAIN ............R..... v ...... 355 It . . . . . . . . � iit 5rijl� . . . FUTURE TRACT 7248 I 1 0 . . . . . . . . . (BY SEPARATE , 1 4 6 PLANS) I .... .................................... 355 .. I I lilt GEN T A D R1 345 ..... X:z A Jz 0 15 SEE. S" TORM -DRAIN .0,08-7 .. . . . . . . . . 3 345.58 45.72 . . . . . . . . . . . . . . . . . . . . . . . . . . . . C-400 . . . . w 8 n w * ..... K MAE W 7mm AZI &0 It 6=0 48" INV= 342.48 CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. DWG. D-11 cd z (Fs. t C3 0 /v ic z s W W LAj LLJ ww o S W, 1-4, FUTURE TRACT 7248 c) 1 s to s w C*4 4� r,4Z I / (BY SEPARATE PLANS)Nui 31: iff / V_ + + N)/s W) FUTURE SEWER AS PART OFTRACT 7248 PLANS it 1 Ll -4 + ------ 1-- "---L -------------- - �r Ljj to _-sOq -------- Lli *42*15 w- ------- -11 ------ - IT -- I te) 14 -v- z L ----------- ------ < IJI, If ------------------ it It 11 1 1 ----------- If I It JU131LEE LANE SEELEFT 00,1 C) Z 8 0).* Z + T7+ < r-,- fr) V_ �t + + j= 06 re) 0 T-(/) V5 V_w - - vi HORIZONTAL.- 1 =50' VERTICAL: 1"=5' w wz 0 a 0 trim U50) U;+ 0) 0) +0 0:10 tz w _j m (3 It 1.- 0 WO 0: 110 !!�z �t 0 iR gm i F=X z wv) o cz,) o X � ±8 z x m 0 0W < <z 0) T_ 360 00 M ............... MINI m -7cl ......... 360 --:o + 04 tou-) C4 (13 V) %-.r- 66 ri "" CA 46 6 c4c4 US . . . cm 1+ 01 ... + + ;-,i .. . AP.PROWWA TE ;DESIGN GRAPE A80VE + No 355 STORM DRAIN ............R..... v ...... 355 -cn . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . APPROXIMA TE DESIGN GRA . . . ---------------------- ------- --------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350 .... .................................... 355 .. 350 345 ..... . . . . . . . .. . . . . . . . . . . . . . . . . . 24?' INV *N-. . . . . . •24 INVS-W= . . . . TORM -DRAIN .0,08-7 .. . . . . . . . . 3 345.58 45.72 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 340 * ........ ............ * ..... 340 ......................................... 335 * ........ * ........ ....... ........ 335 . . . . . . . . . . INSTALL 166.2' 24" 24".INV N -S= CL -3 RCP w/RGJ*STORM DRAIN 0 0.08% 330 F ................................... - 330 14+00 15+00 16+00 w wz 0 a 0 trim U50) U;+ 0) 0) +0 0:10 tz w _j m (3 11 -<) SEE DETAIL SHEET 2 WO 0: 110 !!�z �t 0 iR gm i F=X z wv) o � M LL1 5Z w o 0 m 0 0W Lu ui C-4 0 0 0) T_ 0,- z 4�8 Z + ofe) --:o + 04 + 1� "' - 11110 C4 (13 V) V) 110- 11 -<) XF: x -ow 0 0: 0:: frz ft K cep cn 5 z ow 0 oz r-�.cn *Z ocn oz 0 r -%W trio < z 0> z 4�8 Z W)o oul 0" T-0 rn T_ uiui 6 mm US 66 ri "" CA 46 6 c4c4 US + 4 C*4 In, - 360. 1+ 01 ... + + ;-,i .. . + + . . . . . . . . . . . %N tN + No 345 cn a cn -cn . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . APPROXIMA TE DESIGN GRA . . . N*iTXLL* 03'.*l 4* * 12*" A 80 VE STORM DRAIN LLI TORM DRAIN 0-0.107, ................... 355 .. INSTALL 61.5*48" ................... ........ . 330 TORM -DRAIN .0,08-7 .. . . . . . . . . . . ---------------------- . . . . . . ------ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 350.* . . ........ * ......... .... 24".INV N -S= 344,61 . . . . . . . . . . 2'INV --EL- '24"' INV N --S= 345.58 . 18" INV W= . 344.61 24" IIS V_SJ=. .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 344,5 . . . . 42" INV W 342.58 . I1 340'. ............. ............. .... ............... 335' ........................ * ........ .... * ............. .... . . . . . . . . . . . . . . . INSTALL 134.8' 24" - INSTALL- 94.6' 24" w/RG*J CL -3 RCP w/RGJ STORM' 0 0.08% 1- STORM DRAIN 0 1.21% 330 ......... is ............... L .............. 10+00 11+00 12+00 110- XF: x -ow 0 M oM Z LO C-4 Z 0 +z Z On D --) . ... . . . . . . . 3 *--Cn CL cn . . . . . . . . . . . . . . . . . . . 355 .......... ...... A, - ------ ----- . . . . . . . . . . . . . . . . . . - . ......... ......... 350 18" INV E-- CL . . . . . . -3-45.08- - . . . ......... ......... 345 . . . . . 4 V N- 48 INV -E-S= . • 342.58 342.53 . . . . . . . . . . . . . . . . .. . 340 ................... * * * ... ' * * ' 335 N*iTXLL* 03'.*l 4* * 12*" CL-3 RCP w/RGJ LLI TORM DRAIN 0-0.107, ................... w INSTALL 61.5*48" LL CL- RCP wZRGJ .* 330 TORM -DRAIN .0,08-7 .. . . . . . . . . . 13+00 Ed, LLL LL LL z �� 8 �,- u, U1 Lu cun, Z, U cl) ca �_ 0 ac u:j czl) Lmu: L`L z aw z 0 5 -- Fx Lu 0 0z z wm:�wowcaco �p z 'co 2 u- Cz> wz > j to- 0 c6 Z ou, 0 < S 0 AWE=" a5 x M z w Lc9u a 9 % t� n Z Z o- 0 Lu WcL000ujgTcp0 < 0 nm � ¢ r- 0 Z1— 0 <XO 00 ou, chiZ Z 0 13- o- 0 z 0 z 0 �zt cc --S 0 m m6>-!H0v5Twxww Cl -- w 0 z z U - a z w 25 0 0 cwQ ze < § W 0 az> cg cwn L-uj 0 cz, zo� ozcwlaw<r-00 <X -x =050cr Lau. 3' 9 ow z a OR Oz< z wo< 5� Uzi XW Tr 0 W L) a- Z a. P w co occ 0 z !,;E Lu 0 z :c 03:C)WL-�w0<0w, cw0 3: E z (zo wz 2 w 8- 1 aw 0 w u - w w u- a- c0><0wcn20 co W:5:� I,- �j C) Z 0 cn w uj mwtx>.0tLwm z c6 -j (9 (1) U1 3: Z < < 0 C) 0 w x W EWL Uj z > 0Tpw,ww,x,w > w:1 ¢Em`�'flwwvZ0 w nocr_CL Lu W Lu Z C/) >_ F_ CLE-poaz� -2 uj (A 0 N V) Z < 1 0 D_ 0 0 W > DATE 12/11/2014 p PA JOB No. 13-2750H C SHEET > 0 0- E 0 OF 15 SHEETS Z CL uj 0 Lu X 0 CL z a _j C13 z W z w F- 2 C/)LU > LLI LL "_ w LL 0- < a. -2 uj (A 0 N V) Z < 1 0 D_ 0 0 W > DATE 12/11/2014 p PA JOB No. 13-2750H C SHEET > 0 0- E 0 OF 15 SHEETS Z fr -2 uj (A 0 N V) Z < 1 0 D_ 0 0 W > DATE 12/11/2014 p PA JOB No. 13-2750H C SHEET > 0 0- E 0 OF 15 SHEETS Z QQNS1RQQ11QN,, II �- I•^$� N 0 INSTALL SEWER MANHOLE Q INSTALL SEWER CLEANOUT INSTALL SEWER w w U' = '1 m INSTALL STORM DRAIN oz Q INSTALL STORM DRAIN MANHOLE FDJ INSTALL STORM DRAIN JUNCTION BOX INSTALL TYPE "A" CATCH—BASIN RIGHT--OF--WAY ® EXISTING SEWER 0)c EX S EXISTING STORM DRAIN EX SD EXISTING EDGE OF PAVEMENT Coto l.D STORM DRAIN STATION iS SANITARY ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTE ALL SEWER LATERALS a 1 OTHERWISE ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION NTH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL—DE—SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS s♦ a CURVE ALONG STREET RIGHT—OF—WAY. FUTURE TRACT 7241 rr SEPARATE ARA r a (FUTUR E) HORIZONTAL:VER11CAL: 1"=5' a- ; a" G 7 it � 0 ()o Q h "PRI VATEE,]'l INSTALL 160.0' INSTALL 55.0' PVC --SEWER --- 0 .•1 +• r.vr AZ �l f ' .3 �" ¢ N 360 tcn , , • 0)Wim. .,%_ tt0® . . . . . . . . . . . . . . 014 APPROXIMA TE DESIGN GRADE . 7777. ,,, 7 7 ..... _.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............................................................ , • INSTALL. 10.0' L.F. e e 8" PVC SEWER 0 0.35 , . (PLUG END}°... ...................... ......, ................ 8" 1NV E- 345 .345.30. . . . . . . . L . . . . . .�4?. . . . . . \ ............... . . . . . . . . . . . ei ... . . • . . . . . . . . . . , . . . . . . . 'S cS �'\ 4�' . . . . . . . . . . . . . . , . . .''. . .yrs . . . . . .)l. . . . . . . . . . . . . 340S . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 335* ... , , , , . . . . . . . . . . . . . . . . . . . . . . . . . . . , . 12+00 , . . . . . . . . . . . . . . . . 13+00 115+00 SEWER MAIN PROFILE FUTURE TRACTs (BY�►; SEPARATE c �' a ■ a 0 + ( + ®cq( CV 9! t ------------------- eo cis ,\� , dy Y = 06 ------------------ N_ a sB:-- ....__ — — — — — — _.._ — _.. _ — ---------------- OLPI 1 t— �� t ` 0 civ _ 'o Lq �0 Z Lim "' + w V—(/) cn 0 �o g> � o t6+ CC o 0 V) t^rl V) 1 i til + ( X ^ ul 4+10.20 ix N89®0 'S0"W a 14 11 P d <) QCT 457 r d t t (FUTURE) ,'"Hm""Ri VATE) INSTALL 181,7' INSTALL 222.9' 8" PVC SEWER 0 0.35% ( 8" PVC SEWER 0 0.35% I JQ- z dQ co ED uj �; Jaz v� wo^ �e0ns uLL o�>°�°�Q �o� oze�cnC6,< m,wE- +Q w=o=�w ��ZCF'low� o Q w cn cn w �z�U 'z I'- & 8Q>W. 226 o 655 Z oc%r-Po ono. �cozzLL w wu- � ? Q —moo m 003 :z<wzca¢ ® zo�u,,_,o_z> z�Qw®�ZZs o gcLL �© Q QaZci=_owo<tx ` xw83uyt_ZC?�pLL ,v E- 'z w s' tom-- z u c tw.> uj cL > v 2 a ow �� w>-owz z-'wc�ocz.—�f- z coffin<.v¢� o ?Qzcscn� ` uw-E zaz>co ►� _�'�w Q w Q w Z v� 0a.} men wwo©wZ�c05n 0) r_1—0CL. _00w<2 PRIVATE SEWER WITHIN PUBLIC R/W. CITY SHALL INSPECT. 3 �4 � FUTURE TRACT 7247 (BY SEPARATE PLANS) INSTALL 249.0' 8" PVC SEWER 0 0,357 HORIZONTAL: 1"=5 r..A.. M 1 S"'.2- , / c�- / (0 0 X_j 0 .�.. ce) L0 w C�'E o Z ® tz N wM ,., U coo Vim_ -0(0 0 V) 4} X otS cin IL Z w c N W N M cod 04 LLJ W co (1) 04 FT_v 0 CL II �- I•^$� N I.-�U N I•�v N J �N i LLJ C. LL. cr_K Kw w w U' = '1 m Co00 n Z oz _ 0� _ �Z 0 00 0)c ( Occo ob Coto t oa� , ... , ., ... , .., , .,, , .,. ... . . ... . . .•. . . ... . . ... . . ... . . ... . . ... . . . -' . . . ... . . ... . . ... . . ... . . ... . . ... . . ...0)co�. , , .360 : c �" APeROX1�l�fdl 7F D4-576 i ORADE : : v, �" �`� �'s' : : : : cn : : :�' 3sy \\ ABO SEWER R MA1�'V �� _� �`'�: ` . , ,.. . . ... . . ... . . ... . . ... . . ... . . ... . ,. . . ... . . ... .�.. ... _ e. .,. s...y t ... , .,. ... ... ... ... . . .. . . ... . . ... . . ... . . ... . . ... . . ... . . ... ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... ... , .. ... `l\.__�"i '..ry. =:' ... .. 35 . . . ... . . .. . ... . . ... . . ... . . ... . . ... . . ... . . ... ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... . . , .. . ... . . ... . . ... . . ... . . ... . . ... . . ... . . ... .. . INSTALL 14.0' L.F. • 6" PVC SEWER 0 1.00% (PLUG END) ...:. .. ..:....:. . :.. .:....:....:.. .:, ........................................... ....................................... .. .350 • . e . , , e 6" NV E= 347.76 . . . ... . . . .e. . . ... . . .e. . . ... . ... . . ... . . ... . . ... . . ... . . ... . . ... d.(1 ...,.,,...,,e.,...,...•.............................................................................................................. .340 . . . . ... . . .... . ... . . ... .. ... . . ... . . ... . .................... , ...........e..,......•.e . ... . . ... . . ... .. ... . .... .. ... . .... . . .... . .... .....•....,..........., e...,.•e.. . ... .. .... . ... .. .... . ... . . ... . . ... . . ...........................,.......................,. ... . . ... . . ... . . ... . . . .335 330' :.........:. :.........:..............:... :. :.. :,.,.:. :............. :.,:..,.:....:.,..:....:....:....:.........:... .. '330 1 1 12+00 14+00 15+00 16+00 SEWER MAIN LE S"'.2- , / c�- / (0 0 X_j 0 .�.. ce) L0 w C�'E o Z ® tz N wM ,., U coo Vim_ -0(0 0 V) 4} X otS cin IL Z w c N W N M cod 04 LLJ W co (1) 04 FT_v 0 CL rA� 00 to> 0 wOC) ry S/038 �c vi CD c) LL LIM 0 d_- N w t 0 cy CL ^0000 z Q z Q d ( 0 Ul }vi 0 N CL 0 N) 6.1-. w V) 0 C7 civ U) z J Q 0 N is } �N i LLJ C. LL. 0 CL w w U' = '1 m w W w H W W u_ Q rA� 00 to> 0 wOC) ry S/038 �c vi CD c) LL LIM 0 d_- N w t 0 cy CL ^0000 z Q z Q d ( 0 Ul }vi 0 N CL 0 N) 6.1-. w V) 0 C7 civ U) z J Q 0 N is 75; DATE 12/11/2014 c� i PA JOB No. 13-2750H ESHEET E a I C. E I --- r 0 Lo OF 15 SHEETS } z Q W E� W 75; DATE 12/11/2014 c� i PA JOB No. 13-2750H ESHEET E a I C. E I --- r 0 Lo OF 15 SHEETS QQNSTRQQMQN NOM 0 & INSTALL SEWER MANHOLE CJ INSTALL SEWER CLEANOUT SJORM ,QRAI.N SE INSTALL SEWER %_ . . INSTALL STORM DRAIN INSTALL STORM DRAIN MANHOLE nD INSTALL STORM DRAIN JUNCTION BOX cd INSTALL TYPE "A" CATCH -BASIN c d RIGHT-OF-WAY 44 + EX S- EXISTING SEWER EX SD- EXISTING STORM DRAIN . EXISTING EDGE OF PAVEMENT a a A lip Lo Cc 4-N C4 toSD STORM DRAIN STATION to to SS SANITARY SEWER STATION u_ U- X CL ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. (3 OZ wo ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER CONSTRUCT 9.7± L.F. 18" CL -3 RCP w/RGJ FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. STORM DRAIN 0 1.03% IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. r_10 00 �n V LL cq CIIIIi cq to to 00 to V) m c14 4U_ _j 1 5# 5' 06 x Q. ow Z CONSTRUCT 9.7± L.F. 18 CL -3 RCP w/RGJ STORM DRAIN 0 1.03% A /-PLUG END 18" INV- 18" INV 346.59 346.61 18" INV N-- -W= CONSTRUCT 45± L.F. 18" 346.49 CL -3 RCP w/RGJ 8" SWR INV= STORM DRAIN 0 0.27% PHAMS E I INSTALL 308.3' 8" PVC SEWER 0 0.25% CAR D 0 Ill-- 00 --g 342.3± 1XV) z -CF)o cr fr: w .0 SJORM ,QRAI.N SE i0o, d 17'o- vi _j ocn 75 oz %_ . . Oir 0 i5 z = N.T.S. 4z 355 00 0 4 < <.* . ........ cd . ........ C4 C-4 c d z uj 44 + . . . . 340 d 0 .......... .... . . . . . 0+ .............. t3 . rnn _j LJ 0) _j 00 UJ .................... cn En ••cn ............................................ cn cn 355 APPROXIMA 77F DESIGN GRADE ABOVE 0)00 0 ...... . . . tK ....... c*1 v JUSILEZ z PI + 7D1 +cq + 4z + ....... LANE ------------- C4 HOLLYBROOK LANESiEE, .. ......... ........... SHEET 13 .................................................................... (FUTURE STREET) ............................ Al It, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18"' INV N-IZ-w= *. . . . . . . 346.49 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... -- --- --- --- I . .......................................... S/w 11 w .... 4 . . . .. FUTURE TRACT 7248 tK ---------- . 4- rr - I I I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I I I (BY SEPARATE PLANS) if 335 * ................ ......•............................................... * ........ * ..... .................................................... L INSTALL 89.6.1$" . . . . . I L w j I 1 -1 I FUTURE SEWER AS PART CL -3 RCP w/RGJ Lu ............................ / ) r 0) ST6RM DRAIN 0 O.1f7o ... OF TRACT 7248 PLANS -------- N (6 ------ 11+00 12+00 -- 0 r-------- -------- L- ----------- --------- - -------------- -------- ------ 00 11 12 V) 00 7'41 "Af . . . . . . . . . . . . . . . . . . . . . . . 00 . . . '346:62 = r 15 /< r -4 N, +sir 345 . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . .. . . . . . . . . . . . . .. 15+03.35/ 36" INV N= 24" INV ------ - 343.05 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . . . . -------- - ---- . . . . . . . . . . . . . . . . . . . . . . . . .30" -INV- NW -E=. ............. ----- PHAMS E I INSTALL 308.3' 8" PVC SEWER 0 0.25% CAR j.• -JZ -0 00 0 00 It z + tc) iv- + 0- ---- ---------- 14+00 15+00 0 D 0 Ill-- 00 --g 11 1-_ to III- cb 1XV) z -CF)o cr fr: w .0 i0o, d 17'o- vi _j ocn 75 oz %_ . . Oir 0 i5 z = Z C9 VZ) 0 a z ��)o Z 355 (/) < <.* . ........ 0)0) cr_ . ........ C4 C-4 :2 *m 0.404 f__rI 360 44 + . . . . 340 vi?6 6 Into + + vi rir4j C -i 04 Q* 111-* to + ++ .......... .... . . . . . 0+ .............. . . . . . . . . . . . . . . . . . . . . . . . rnn oz oz .0 z 0 z 0) oz .................... cn En ••cn ............................................ cn cn 355 APPROXIMA 77F DESIGN GRADE ABOVE 0)00 0 ...... . . . tK ....... . Sf-I� - AND' STORM 'DR'AI'N. ... zIII to co =) jr 0) -5 CO . ... . . . . . . . . COO) ........ ..................................... z PI + 7D1 +cq CN tl z 0) + ......... •0 d;to: 360 9. ....... ......................................................... ------------- 350 .. ......... ........... .............. .................................................................... PPROXIMA Tf ` Df "SIGN GRADE ............................ Al . 345 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18"' INV N-IZ-w= *. . . . . . . 346.49 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... -- --- --- --- I . .......................................... .......... .... 4 . . . tK ---------- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 335 * ................ ......•............................................... * ........ * ..... .................................................... INSTALL 89.6.1$" . . . . . ....... CL -3 RCP w/RGJ 330 ........................................................... ............................ 350 ST6RM DRAIN 0 O.1f7o ... 10+00 11+00 12+00 *8" INV=-- 13+00 j.• -JZ -0 00 0 00 It z + tc) iv- + 0- ---- ---------- 14+00 15+00 0 D 0 x 0 m yz 0 1XV) z -CF)o 20 :r .0 i0o, d 17'o- vi 360 %_ . . . . (n. ......... 355 (/) a)(/)(/) . ........ . ........ 350 . . . . . . . . . . . . . . ....... . . . . 340 . . . . . . .......... . . . . 335 .......... .... .... 330 x 0 m 16+00 0) 18- INV= INV= 346.49346-59 INV NV N= 18" INV S -E -W= 345.89 CONSTRUCT 19.7± L.F. 18" 346.39 CL --3 RCP w/RGJ I 8" SWR INV= STORM DRAIN 0 1.02% 11 342.5± SIO.EM DRAIN -nQN ,SEC N.T.S. 4- W to tilt V) W 342.49 342.39 ao Ci N FUTURE TRACT 7247 (BY SEPARATE PLANS) PASEO PARK SEE SHEET 9 I I I _�41 1 1 1 - ... FUTURE SEWER AS PART OF TRACT 7247 PLANS 1410 uj-�, 1 0 ACV VA , A, _04 -7 ---------- 1O+)O.o fn 00 _T 12+09.1 i - 1 -.1 1 I if 8*31'34 o �21 tot -------- ------- -------------- - -------- 4 4 REVISIONS APPROVED BY.* II I D 0 x 0 m If V)YeO _jZ 1XV) z -CF)o Z 0 .0 0 X vw z z C4 + APPROVED DRAINAGE STUDY. (/) a)(/)(/) 04 REVISIONS APPROVED BY.* II I U- L u_ U- 0 0o w 0 worn Z�caj>w9w;q wwmT2w2<LpLaw Ea x �- i.- u, oz o- ;;e 0 P a. < z 0 j= Z Ix W 1: 0 0 < re co u>1 m 0> P Cj) LL zU) 00 wiz Z w = rn L25 -Ul 10- u" z w 5 CZ0 01- a p u- g!�!g S z Z 0 o uj il,- o a z 0- 1. - ix_ Z < R z wo c6ww �e @w 5 C6 m z o z z oo� a- n Z 0 a w- wu)6>w>6Q2Tww 0 6�'FOZ250gw < m wat§1<§WNwo21-j 99* 6 0.w aw) z o W zo wo zu uw, x: 0 Lu 00 <Z < - 0- Z il �- ow is a �p mo < uj 00 z X, z w g U. - 19j i,- z ww § - �o co z E w , It z U i w" oz I a,: 2Rw>wo<0w�5Zio a- 2 0 W Lu =):� Iz- !i Lou Zw ;"� co cr- 0 T 0 > o u.0 a - Cc 7- wr w c6 _�,w uj , > Z z 0 Wr Om CJctJ501 Lu z P < LWL aIo"cry' =<:LWL-zopww -w LL Z > ccDo 05 < D 111 0 w Z JIM w ww 0 ITO)wTo I-- I`_ a a_ 0 0 it 2 C�joo NOTE "A": THESE BOXES -GRATES SHALL BE ADJUSTED Lij 10 CL EL z W w 0 Q. PER PASEO GRADING "FINE DESIGN" BY OTHERS. < > to W > uj TOP OF GRATE SHALL BE 350.90 MINIMUM PER APPROVED DRAINAGE STUDY. 11111- 1 04 ="k 111-- C-4 j='I ;j: cr 0� x fr= ®gymQcn 0 m 05 V) m x 0 m oz oz .0 z 0 z 0) oz • 0)00 0 360 ...... zIII to co =) jr 0) -5 CO . ... . . . . . . . . COO) ........ ..................................... z PI + 7D1 +cq CN tl z 0) + ......... •0 d;to: 360 co a C411 -Z ................. %_ to ',-1 6 cn cn a vi cn cn .................................................................... PPROXIMA Tf ` Df "SIGN GRADE ............................ Al 355* ABOVE STORM DRAIN 355 ......... ... .... -- --- --- --- -................ .......... -- ------------ ---------- .... ......•............................................... ............................ ....... - ................................................. SEENOTE,'tA ............................ 350 *8" INV=-- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . '346:62 344.46 345 . . . . . . . . . . . . . . .. . . . . . . . . . . .. . . . .. . . . . . . . . . . . . .. 36" INV N= 24" INV ------ 343.05 . . . . . . . . . 30".INV.SE=; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .30" -INV- NW -E=. ............. �6")iIllliv: -�4INV S =�e 343.46 34a4O 343:15 .343.05 . 343.05 340'... ........... ........ ................ * ............ * ......... ............................ 340 . . . . 335*.... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... ............................ . . . .. . . . . . . . . . . . . . . . . 335 4PRIVATE .......... INSTALL 75.0' 30» . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CL -3 RCP w/RGJ INSTALL 303.1' 30' INSTALL 122.2= 30" STORM 00.087. CL -*3 RCP w/1RGJ STORM DRAIN 0 0.08% CL -3 RCP w/RGJ STORM *DRAIN 0 0.08% 3300 .......................................................... .........................33 9+00 10+00 11+00 12+00 13+00 14+00 U- L u_ U- 0 0o w 0 worn Z�caj>w9w;q wwmT2w2<LpLaw Ea x �- i.- u, oz o- ;;e 0 P a. < z 0 j= Z Ix W 1: 0 0 < re co u>1 m 0> P Cj) LL zU) 00 wiz Z w = rn L25 -Ul 10- u" z w 5 CZ0 01- a p u- g!�!g S z Z 0 o uj il,- o a z 0- 1. - ix_ Z < R z wo c6ww �e @w 5 C6 m z o z z oo� a- n Z 0 a w- wu)6>w>6Q2Tww 0 6�'FOZ250gw < m wat§1<§WNwo21-j 99* 6 0.w aw) z o W zo wo zu uw, x: 0 Lu 00 <Z < - 0- Z il �- ow is a �p mo < uj 00 z X, z w g U. - 19j i,- z ww § - �o co z E w , It z U i w" oz I a,: 2Rw>wo<0w�5Zio a- 2 0 W Lu =):� Iz- !i Lou Zw ;"� co cr- 0 T 0 > o u.0 a - Cc 7- wr w c6 _�,w uj , > Z z 0 Wr Om CJctJ501 Lu z P < LWL aIo"cry' =<:LWL-zopww -w LL Z > ccDo 05 < D 111 0 w Z JIM w ww 0 ITO)wTo I-- I`_ a a_ 0 0 it 2 C�joo ppl Lij 10 CL EL z W w 0 Q. w N LL a < > to W > uj • % a 4 • ppl ��EER 00 V) uj 3; 0 w o- 0 Ny 38 ry 0 0 C14 F_ cn ry Lu 0 U) Z: Z 0 ETS a - Fj) 1� 0 > w 75 12111/2014- B No. 13-2750H SHEET E 0 > 0 E Ir 0 Lo Lij 10 CL EL z W w 0 Q. w N LL a < > to W > uj ��EER 00 V) uj 3; 0 w o- 0 Ny 38 ry 0 0 C14 F_ cn ry Lu 0 U) Z: Z 0 ETS a - Fj) 1� 0 > w 75 12111/2014- B No. 13-2750H SHEET E 0 > 0 E Ir 0 Lo AT THE TIME OF THIS REVISION, ALL SEWER AND STORM DRAIN PIPES (IN ALL PHASES) HAVE BEEN INSTALLED, BUT NEITHER TESTED NOR ACCEPTED BY THE CITY. THIS PHASING OF CONSTRUCTION IS INTENDED TO DESIGNATE THE COMPLETION OF MANHOLES, CATCH—BASIN(S) AND THE TESTING OF PIPELINES NEEDED FOR THE NOTICE OF COMPLETION FOR EACH PARTICULAR PHASE AND THEIR RELATED TRACT(S). '71 ZZ _7 - FUTURE C.B. SD#35- SD#34-, SD# 1 IDIt CB#1 SD# �D# JB#l- SD# 1 ss# 16 D s 2 SD#18 I" TEMP. SD 17 SUMP B 12 P v v — — — — — — — — — — --- — — — — — — — I-ANt - — — — — — — — — — , - — — — — — — — ---- — — — — — — — — — — — — — — — — -7 - - - - - - - T- I EX MH - - s- - - - - - - L — ------- — — — — — — — — — — — — — — — — — — — — — — — — CB#20 --N: - - - - - - Ami - - - - - - - - - - � - - - - - - - - -- �ft - - - - - - - -mm - - -1117, �1_ T- —Iagave SD#24 %-CB#21 10 ss# I 2 oil TENTATIVE I I I -I--- _j F---- TRACT 7246--- /T J- SD#25 D SD#26 - - - - - - - - - - - - - - - - - - - - - - - - - - - CB#2 SS#2 TENTATIVE ........... Of TRACT 7254 �,A 0 SD#27 Q LLJ T 7 I L —i- 2 A, A SS#21 lip Ljj SS 24' S #20 SS#23 SS 20 VINERY !t s Q 5�'# 3 5s#18 W S#25// Ile \ V) 2 SD#20 I ;I S U3 ,SS 22 8 %31 N ZY ss#19 C) SS#4 (10 \ v It SS#17 J6#22 ss#,c X le 7 A C8#4,� \Jb#1 1 ITENTATIVE D 2 Y c9#3 "-'TRACT 7246' Q /SS#2 SD# O� 1 2 C8#30 J B# < 15 ss# > SD#2-/2 CL N, /CB#19 ✓ S %* 2 Xl/ PASEO J6# 1,2 E3# 14 < > Q SS#28 D - SD#,21�<\ FUTURE -,CB# 18 B#17 COMMUNITY B#18/ / CB#1 P. <1 Ld ZY 1 \_4_j JB#13 k� Is 0 CENTER Ilk SUMP SS#7 JB#17 k J8#21 Q S /TENTATIVE 7 CB# 6 CBS D TRACT 7247 27 JB#20 SD#5 /I X / " , 3 2 JE3#i9 FUTURE SD#6 s D, A D#33 SS#27 ARK SITE 4 13 U co# 1 it 1 1% N SS#32 < ,j D SD#7; D4, Ss #8 SD#3:2 /CB# 2 SD#8 & Is 1k. Z' SD#31 61 N SS#31 SD#14C8#13 - 4 A-/ CB#13 z j`{ -.TENTATIVE 2 SD#30 SD#9 SD 16 - TRACT 7248 C8#12 s#q/ -7 (4 CB# 141, ss# 15 cb#g SD#15 #28 S#30 56#10 ss #1 Q --CB SD#29 S41 1-1 D C, # 'y SSS 1 2-�-<,_, SD I Q X SD#28 11 Q -CB# i i N� C E31 8 S CB#27 < SD�l JENTATIVE u SS#13 '# -.----/TRACT 7288,j SD13 t 8#10- 5 S TEMP. PNA st, SUMP A 2 SS#15 A 0 LZ Al TENTATIVE Z< TRACT 7288 T-7 LINOGROUND SERIACE ALERT OF SOUTHERN CAUFORNIA Z FUTURE SUMP A 0 �u Ix Lti cl- co V) f 04 FUTURE COMMERCIAL Lj Z APARTMENTS 9— Ld 0 0- SS#2 TENTATIVE ........... Of TRACT 7254 �,A 0 SD#27 Q LLJ T 7 I L —i- 2 A, A SS#21 lip Ljj SS 24' S #20 SS#23 SS 20 VINERY !t s Q 5�'# 3 5s#18 W S#25// Ile \ V) 2 SD#20 I ;I S U3 ,SS 22 8 %31 N ZY ss#19 C) SS#4 (10 \ v It SS#17 J6#22 ss#,c X le 7 A C8#4,� \Jb#1 1 ITENTATIVE D 2 Y c9#3 "-'TRACT 7246' Q /SS#2 SD# O� 1 2 C8#30 J B# < 15 ss# > SD#2-/2 CL N, /CB#19 ✓ S %* 2 Xl/ PASEO J6# 1,2 E3# 14 < > Q SS#28 D - SD#,21�<\ FUTURE -,CB# 18 B#17 COMMUNITY B#18/ / CB#1 P. <1 Ld ZY 1 \_4_j JB#13 k� Is 0 CENTER Ilk SUMP SS#7 JB#17 k J8#21 Q S /TENTATIVE 7 CB# 6 CBS D TRACT 7247 27 JB#20 SD#5 /I X / " , 3 2 JE3#i9 FUTURE SD#6 s D, A D#33 SS#27 ARK SITE 4 13 U co# 1 it 1 1% N SS#32 < ,j D SD#7; D4, Ss #8 SD#3:2 /CB# 2 SD#8 & Is 1k. Z' SD#31 61 N SS#31 SD#14C8#13 - 4 A-/ CB#13 z j`{ -.TENTATIVE 2 SD#30 SD#9 SD 16 - TRACT 7248 C8#12 s#q/ -7 (4 CB# 141, ss# 15 cb#g SD#15 #28 S#30 56#10 ss #1 Q --CB SD#29 S41 1-1 D C, # 'y SSS 1 2-�-<,_, SD I Q X SD#28 11 Q -CB# i i N� C E31 8 S CB#27 < SD�l JENTATIVE u SS#13 '# -.----/TRACT 7288,j SD13 t 8#10- 5 S TEMP. PNA st, SUMP A 2 SS#15 A 0 LZ Al TENTATIVE Z< TRACT 7288 T-7 LINOGROUND SERIACE ALERT OF SOUTHERN CAUFORNIA Z FUTURE SUMP A 0 DIAL TOLL FRE 1-800-227-2600 MAP HOAT LEAST TWO DAYS BEFORE YOU N KET HOSPICE SCALE: 1'= 200' Lti cl- co V) f 04 FULLER Lj Z APARTMENTS 9— Ld 0 0- tie ul W C�! ui u_ W 0- uj LL a 3: Lu > c LIJ cy- En n z (a 'A < _j z 0 0 f= 0 W L t PG&E SUB STATION CB#29 > Wi. CD U.1 < W < < T_ — - - - - - - - - - rt DIAL TOLL FRE 1-800-227-2600 MAP HOAT LEAST TWO DAYS BEFORE YOU N KET HOSPICE SCALE: 1'= 200' 0-0 — LL LL ©� 00 0 cj) Ul ul �_ 0 -j M Z Lu Lu Z uj 0 z E uJ W Lu v) W Lu < (n z 8 00 W:= (12:1 WZ m CO 01- (16 HujR00<=)0 _-j cc z§ < 0 0 0 u. I— 'IL002W 00 m 0 Ll- 3!-, 0) W W Lu CD Z: 0 0� c> oca :g 0 Ix cf> uj Uzi >_ wo Q) 0 0 Lu ra WQ -m < Z _Wj 0 < Lu Lu WLLWOZ .,z < ZZW Z 0 wwowaLu pt ulLu (1) CA to:c tom ^ i3uJ UJ 2F 0 u - CJ Q 0 0 - Qq I mow f_ ;� W W _j :;Z,: 0 0 > z<;�Ra x U0 1?0- ff! 5; 0, .. 6 r 03: uj 0 uJ 0 x uj ul Lu C-) Ul > to U- g - -,< > Lij ra ct) 0 q z Lu 2 -j m 0 W, 6 0 0, LIJ tu 0 R Lu A Mr 5 .2-12100 Lti cl- co V) f 04 Lj ry LJ 9— Ld 0 0- tie ul W C�! ui u_ W 0- uj LL a 3: Lu > c M cy- En n z (a < _j z 0 0 f= 0 W L 0-0 — LL LL ©� 00 0 cj) Ul ul �_ 0 -j M Z Lu Lu Z uj 0 z E uJ W Lu v) W Lu < (n z 8 00 W:= (12:1 WZ m CO 01- (16 HujR00<=)0 _-j cc z§ < 0 0 0 u. I— 'IL002W 00 m 0 Ll- 3!-, 0) W W Lu CD Z: 0 0� c> oca :g 0 Ix cf> uj Uzi >_ wo Q) 0 0 Lu ra WQ -m < Z _Wj 0 < Lu Lu WLLWOZ .,z < ZZW Z 0 wwowaLu pt ulLu (1) CA to:c tom ^ i3uJ UJ 2F 0 u - CJ Q 0 0 - Qq I mow f_ ;� W W _j :;Z,: 0 0 > z<;�Ra x U0 1?0- ff! 5; 0, .. 6 r 03: uj 0 uJ 0 x uj ul Lu C-) Ul > to U- g - -,< > Lij ra ct) 0 q z Lu 2 -j m 0 W, 6 0 0, LIJ tu 0 R Lu A Mr 5 .2-12100 vj LmJ mallow" 00 IL B 0 V04900F ^000 Lu LL1 a Y 0 Lti cl- V) V) 04 Lj ry LJ 9— Ld 0 0- tie ul W C�! ui u_ W 0- uj LL a 3: Lu > vj LmJ mallow" 00 IL B 0 V04900F ^000 Lu LL1 a Y 0 cl- V) V) 04 Lj ry LJ 9— Ld CD ul) C�! c M cy- En n z (a < _j z 0 0 f= 0 W 5 D_ DATE 12/11/2014 PA JOB No. 13-2750H cn 4 - SHEET E Ln OF 15 SHEETS ii A#, A i A' • • `* •' ! A !` •' • i .�- i ' t. i A 1 # i 1 • r � � � w r : M .. ! i / . • 1 l # N 1 # r ` # A Laow ``• i # ! • r •wr r# • r :• A. • A i t • s i •� •� i .• i i* i i l t 1 R r1 #li r ! r wi # #Ir `i s ..•i !r i � i- i r A i A.i1r! i� • , i. w A ` w• w �� • * � A w # ` • w • i r i r 1r! � •, • i �r • r � ,w i � r i N #• • fi r- i • r ! ! r r Ir • N � ■► i ! r � it � r / ► � i . i i w r i! � •� `• • i i : i • `* w i it !• • is • i r �wi • • A # • i # • •. A •s • " A � • ' A i' A i i i i # i # • ' A # r A N s A A i A A No w / �.: lr �� s i A• 111 • ! r i ff s. t 7. r, ! •• rif i' i" ,( it i` N • •'' ! i # r r • I. 1 . • A s w w 10 •• . c , # it • wNi � .. # • ! A r A i N A 1� 1 i • i •/ • r11 ` 1 � 1 #. r Y / • i A i. i •. N : f w • .. / � � 1 � i -. i i • CQU SEMR SPEQ1FICATION5 1. ALL MATERIALS INSTALLATION SHALL CONFORM TO CHAPTER 1 OF THE CITY OF BAKERSFIELD SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER. 2. ALL PIPE AND FITTINGS SHALL BE MARKED OR STAMPED WITH THE TRADE BRAND NAME OF THE MANUFACTURER, AND STRENGTH OR CLASS OF PIPE. 3. PVC PIPE INSTALLATION: A. MATERIALS: PIPE AND FITTINGS SHALL MEET THE REQUIREMENTS OF ASTM SPECIFICATIONS D3034 AND SDR -35. PIPE AND FITTINGS SHALL BE HOMOGENEOUS THROUGHOUT AND FREE FROM CRACKS, HOLES, FOREIGN INCLUSIONS OR OTHER INJURIOUS DEFECTS. FITTINGS SHALL BE INJECTION MOLDED AND SHALL BE INSTALLED IN LINE ON NEW PIPELINES; CUT -IN FITTINGS ARE NOT PERMITTED. B. JOINTS: USE ONLY ELASTOMERIC GASKET JOINTS. THE ASSEMBLY OF JOINTS SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE PVC PIPE CONNECTS TO VCP, USE COUPLINGS APPROVED BY THE CITY OF BAKERSFIELD. C. INSTALLATION: PIPE AND FITTINGS SHOULD BE INSTALLED IN ACCORDANCE WITH ASTM D2321. ONLY CLASS I OR 11 EMBEDMENT MATERIALS WILL BE CONSIDERED SUITABLE. 4. FOR CURVED PIPE: IDENTIFICATION TAPE DESIGNED FOR USE ON SEWERS SHALL BE PLACED ON TOP OF SEWER MAIN ALONG ITS ENTIRE LENGTH. IDENTIFICATION TAPE SHALL ALSO BE PLACED ON SEWER LATERALS EXTENDING FROM SEWER MAIN TO RIGHT-OF-WAY LINE. 5. SURFACE MARKERS FOR SEWER LATERALS SHALL BE INSTALLED AT PROPERTY LINE PER C.O.B. STD. SW -1, UNLESS OTHERWISE NOTED ON PLANS. 6. WYE -FITTINGS SHALL BE INJECTION MOLDED IN-LINE AND SHALL BE USED FOR ALL LATERAL CONNECTIONS AND SHALL BE ROTATED A MINIMUM OF 23° AND A MAXIMUM OF 450 ABOVE THE HORIZONTAL PLANE RUNNING THROUGH THE CENTERLINE OF THE MAIN. WYE FITTINGS ONLY SHALL BE USED FOR VCP. ALL SEWER STUBS SHALL BE CLOSED WITH A STANDARD PLASTIC PLUG (SOLVENT WELDED). 7. ALL LATERALS SHALL EXTEND TO A MINIMUM OF FOUR FEET BEYOND THE PROPERTY LINE AND SHALL BE 4" IN DIAMETER EXCEPT AS NOTED ON PLANS. 8. THE MANHOLES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWINGS SW -4 AND SW -5 AND SECTION 70-1.02H AND 71-1.07 OF THE STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, LATEST EDITION. 9. THE CLEANOUTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD STANDARD DRAWINGS SW -6. 10. SYSTEM TESTING: INSTALLED PIPE SHALL BE CLEANED AND TESTED IN ACCORDANCE WITH CHAPTER 1.3 OF THE SUBDIVISION DESIGN MANUAL AND WITH THE RECOMMENDATIONS OF THE MANUFACTURER AND ACCEPTABLE TO THE CITY OF BAKERSFIELD. 24 HOURS NOTICE WILL BE REQUIRED FOR TEST AND INSPECTION. 11. ANY WORK CONNECTING TO EXITING PUBLIC FACILITIES FROM PRIVATE PROPERTY WILL REQUIRE AN ENGINEER'S ESTIMATE FOR THE WORK IN THE EXISTING PUBLIC RIGHT -QF -WAY TO ESTABLISH THE NECESSARY DEPOSIT FOR A STREET PERMIT. (FOR TRACTS WITH PRIVATE STREETS, PARCEL MAP IMPROVEMENTS, OR PUBLIC TRACTS WITHOUT RECORDED MAPS). s a` 5PECIFICATION5 (CQ 12. PRIOR TO FINAL ACCEPTANCE OF THE SEWER SYSTEM, ALL MAIN LINES SHALL BE INSPECTED WITH VIDEO EQUIPMENT FOR THIS PURPOSE AND AS APPROVED BY THE CITY ENGINEER. THE TELEVISION DESIGNEDRA SHALL HAVE THE CAPABILITY OF ! «• NOTIFYORDER TO VIEW AND RECORD THE TOP AND SIDES OF THE PIPE, AS REQUIRED. THE VIDEO INSPECTIONS SHALL BE WITNESSED BY CITY'S CONSTRUCTION INSPECTOR, WHO WILL ALSO INITIAL AND DATE THE "CHAIN OF CUSTODY" FORM. THE SUBDIVIDER SHALL IMMEDIATELY OF ANY PIPE • i # TO BE NOT• ` SPECIFICATIONS. A RECORDED # # CASSETTE, "CHAINOF O #• # . WRITTEN #G (WHICH INCLUDES THE STATIONING,BASED ON A # APPROVED PLANS, OF ALL CONNECTED LATERALS) OF THE INSPECTION SHALL BE PROVIDED FOR AND SHALL D APPROVED i r PRIOR ACCEPTANCE. AFTER ACCEPTANCE OF VIDEO FORMS AND LOGS SHALL BECOME PROPERTYTHE OF 13. 1 STAMPED SHALL PLACED ! ■ FACE OVER EACH PROPOSED LATERAL. COB STORM QRAl,N,NQTE5 1. UNLESS OTHERWISE SPECIFIED ON THESE PLANS, THE STORM DRAIN PIPE SHALL BE THE # • A REINFORCED !Ni ir PIPE i i i REINFORCED •s !i PIPE r BE i (ASTM C76) AND SHALL CONFORM TO THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. i B. JOINTSa RUBBER GASKETED IN CONFORMANCE !ir- APROVISIONS r• ! OF SECTION 65-1.06 OF A ! A "i SPECIFICATIONS. C. CONCRETE PIPE SHALL BE LAID IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 65 OF THE STANDARD SPECIFICATIONS. (SEE GENERAL NOTE 2) D. IN ADDITION TO THE ABOVE REQUIREMENTS, ALL RUBBER GASKETED JOINT RINGS SHALL BE CHECKED WITH A GAUGE ALL THE WAY AROUND THE PIPE AFTER THE JOINT HAS BEEN ASSEMBLED TO DETERMINE THAT THE RING HAS BEEN PROPERLY LOCATED AND SEATED. IMPROPERLY r!i n A# JOINTS SHALL PULLED APART A r ♦' # SATISFACTORILY r x COD LRENQHING NQ11=7S 1. TRENCHING SHALL REQUIREMENTS CAL -OSHA ORDERS AND THE CONTRACTOR SHALL COMPLY WITH SECTION 6422 OF THE LABOR CODE. 2. ANY TRENCHING TO BE CONDUCTED WITHIN CITY RIGHT-OF-WAY SHALL BE BACKFILLED AND COMPACTED PER CITY OF BAKERSFIELD STANDARD DETAIL ST -22. 3. ALL EXISTING PAVING AND SURFACING REMOVED, DAMAGED OR UNDERCUT SHALL BE REPLACED IN ACCORDANCE WITH THE CITY OF BAKERSFIELD DRAWING ST -6. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DEWATERING ALL TRENCHES. IF TRENCHES OR PIPING w BECOME DAMAGED DUE TO WATER INFILTRATION, t.•,., SHALL CONTRACTOR'S .'r•w RESPONSIBILITY TO REPAIR THE TRENCH AND PIPING TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S E 5. FLOODING OR WATERJETTING SHALL NOT BE USED FOR BACKFILI! COMPACTION. 6. CLASS I BEDDING AND EMBANKMENT IS REQUIRED FOR ALL PLASTIC SEWER PIPE WITHIN THE PIPE ZONE. CLASS I BACKFILL IS NOT REQUIRED IF PIPE SLOPE EXCEEDS 1%. 7. COMPACTION TESTS SRESPONSIBILITYOF DEVELOPER. THE NUMBE` AND LOCATION OF REQUIRED SHALL BE DETERMINED `. THE COST OF RETESTING DUE TO FAILED COMPACTION TESTS WILL BE BACKCHARGED TO THE CONTRACTOR. N63°16'04"W 149.00' x 0 i 520G C14110.0' �- cry�rill -- -- -�- ._ _ -- -- -- -- -- --- - c x 341.04 N 30" x --� 1 NOTE JO CONTRACTOR ALL MANHOLES AND CLEANOUTS WITHIN TRACT, INCLUDING EXISTING MANHOLES, SHALL BE ADJUSTED TO FINISH GRADE IN ACCORDANCE iS. EXISTING MANHOLES MAY REQUIRE REMOVAL AND REMOVAL OR "CHANGE OUT" OF BARREL RINGS. TY STANDA.RD, PLALES 64.0' / d 1. THE FOLLOWING CITY OF BAKERSFIELD STANDARD DRAWINGS SHALL BE CONSIDERED A PART OF THESE PLANS. � U (CONTRACTOR TO OBTAIN LATEST EDITION, 10-26-89, THEREOF UNLESS 4 OTHERWISE NOTED) C�D, ww LL � � CITY SM. No. DSC IP11ON LO CITY STD. No. DESCRIPTION SW -1 SEWER LATERAL MARKER ® D-6 LANDSCAPED CONSTRUCTED CHANNELS 0 SW -2 TRENCH SECTION FOR CONCRETE ENCASED PIPE ❑ D-7 RIGHT OF WAY FOR CONSTRUCTED CHANNELS zUo SW -3 PAVEMENT PATCHES �jLiC3p (ALLJ �10ZOfid„ 0��0�LdL' D-8 RiGHT OF WAY FOR LINED CONSTRUCTED CHANNELS N SW -4 MANHOLE, TYPE "A" ® D-9 PIPE SADDLE DETAIL Q. SW -5 FRAMES & MANHOLES COVER FOR E LE & C LEANOUTS ❑ - D 10 SIDEWALK UNDERDRAIN rng t'8 SW -6 6" CLEAN OUT � D-11 DRAINAGE BASIN SW --7 HOUSE CONNECTION WITH VCP SADDLE ® D-12 CHAIN LiNK FENCES SW -8 INDUSTRIAL SAND TRAP z D-13 CHAIN LINK GATES i SW -10 SAND TRAP D-14 CATCH BASIN, TYPE "A" SW -11 HOUSE CONNECTION WITH CAST IRON SADDLE D-15 CATCH BASIN, TYPE "A-1" SW -12 SEWER LIFT STATION VALVE BOX D-16 GUTTER DEPRESSIONS Ej D-1 INTENSITY VS. DURATION CURVES D-17 JUNCTION BOX D-2 RATIONAL METHOD RUNOFF COEFFICIENTS D-18 MANHOLE, TYPE "B" D-3 CHANNEL PROTECTION Q D-19 DRAINAGE WELL, TYPE "B" D-4 CHANNEL PROTECTION ST -22 DATED 1/11/99 TRENCH BACKFILL & COMPACTION D-5 RIGHT OF WAY FOR NATURAL CHANNELS ST -6 DATED 1/11/99 STANDARD PAVEMENT PATCHES SW -7 REV CONNECTION TO EXISTING SEWER PIPE (10/22/13) / CONTRACTOR SHALL DEFLECT JOINTS IN ACCORDANCE WITH RECOMMENDATIONS. MANUFACTURER'S D 1 N SPECIFICATIONSM CURVE RADIUS/JOINT DEFLECTION APPROVEDSHALL BE BY CITY : INSTALL 14' WIDE DOUBLE GATE PER C.O.B. STD. DWG. D-13 1 t 64.0' / d ' 1 <® Lc. F- Z nv ,2' m0 � U HIGH WATER LINE 1 I 4 0 0-4 C�D, ww LL � � `Y \ V 0 LO I z& Of3.0z -W Cr) 0t� < } I �w 0 0 00 N =ZQoZ�= Q [- z � o 00 zUo �jLiC3p (ALLJ �10ZOfid„ 0��0�LdL' Z .,cy) X N 12..0' 1 0 zzm v--OwF-wwL+ nwgc�ii>¢Uwcis�0 N r-• cnw0��dvz®�, Q. � © 5o�g !^- ¢"�f�av>0 0 Un 0)-4 0).l -40')a G I �i-LLjS QUj0v;oito�pww rng t'8 � 1 X 0 �1 2:1 o LLILLI C?w0�cf)�� i ham-© a.. FF-00ww <m ® 12.0' z i 1 >� az 0 12.0' 0 n cs� cg? p 9 1 rn N %0 a X0 0 V 0 x i 71.71 j 1 x 95.0' t x x x ®. e. x N63'16'04"W 149.00' SUMP BOTTOM =340.60 SUMP HIGH WATER = 348.60 VOLUME REQUIRED = 2.12 AC -FT SCALE: 1"=30 VOLUME PROVIDED = 2.31 AC -FT 0 7.5 15 30 CURVE PA , 67008 DATE 2 \� �44 0' LOT 12 1 Q � LOT � �-- 1 ww J3: DW W cn D M W 1 Q 1 / d ' 12.0' <® Lc. F- Z nv ,2' eNesrr C' � U �M� 01) Lig t (0 I U 0 C�D, ww LL � � `Y \ V m > "�°� � *n �• W I z& Of3.0z -W PA , 67008 DATE 2 \� �44 0' LOT 12 1 Q � LOT � �-- 1 ww J3: DW W cn D M W 1 Q 1 / d ' 12.0' <® Lc. F- Z nv ,2' eNesrr C' � U �M� 01) Lig t (0 I U 0 C�D, ww LL � � `Y \ V m > "�°� � *n �• W I z& Of3.0z -W Cr) 0t� < I 12:1 IVA:t I Cj) � s... LL �w LO 00 0 00 N =ZQoZ�= Q [- z � o 00 zUo �jLiC3p (ALLJ �10ZOfid„ 0��0�LdL' Z .,cy) i LOT � 1 E) U 12.4' FG �S�F X69 \ O FG HIGH WATER LINE CONSTRUCT OUTLET STRUCTURE PER C.O.B. STD. DWG. D-11 L2 0' 0) t`t 1 ts� i f(� D 1� 1 12.0' e i i I 2:1 rn MAX Qj u i r..-- LO I 0 z I i i I I I I I i I I i i i I 80.4' I .- x m 9 ' 113.6 SUMP BOTTOM =341.90 SUMP WATER i • • VOLUME REQUIRED 8.06 A VOLUME'PROVIDED 8.16 N- 0 0 10 20 40 V 0 u, U- - c�n-w., u o u-+ Q c� sm ... a d �w'�az wc�w�t ufwwcwi)wU'¢"-' r• 0 <® Lc. F- Z nv ,2' eNesrr C' �M� 01) Lig t (0 �-- uQi>�- �oztWC6 _ U C�D, ww LL � � `Y \ V t ¢ >LL �� 0®w Q Ui {J? > "�°� � *n �• W � Qa'-FF--¢P�-a- - z& Of3.0z -W Cr) 0t� < (w wt}�UQz00 Z ��wi� o Cj) � s... LL 00055 0ap Z� ta,}ti.ti jQU��c/�LC ""' tt5 N =ZQoZ�= Q [- z � W C.0 im- w; oo GOi ZdtzL402 zUo �jLiC3p (ALLJ �10ZOfid„ 0��0�LdL' Z .,cy) cL�a.F-w>o� N wz z< °�-azZ v 0 zzm v--OwF-wwL+ nwgc�ii>¢Uwcis�0 N r-• cnw0��dvz®�, Q. � © 5o�g !^- ¢"�f�av>0 0 a 0 w w � � 0z > 'Q © cl .�.r.......r �i-LLjS QUj0v;oito�pww ®� w w`� O LL W cn Q to >,:w --moo-- pLncn��w ¢wwdzfl'uLu017>h LLILLI C?w0�cf)�� i ham-© a.. FF-00ww <m 00 c_> �S/03a 0 4 C LL.! a. LL_ cn l✓ 1.�. CL-' w U Z x m z z W w w 0 L w rz o a a 00 c_> �S/03a =5 DATE 12/11/2014 i PA JOB No. 13-2750H SHEET O i Q h N ti OF 15 SHEETS 0 z 0 LLJ =5 DATE 12/11/2014 i PA JOB No. 13-2750H SHEET O i Q h N ti OF 15 SHEETS CQNSjRQQj1QN S ® INSTALL SEWER MANHOLE Q INSTALL SEWER CLEANOUT a_ jzU—z- pCn W=p w w x W > INSTALL SEWER T C� •� CWF^c2` 9T INSTALL STORM DRAIN Od INSTALL STORM DRAIN MANHOLE OQ INSTALL STORM DRAIN JUNCTION BOX w < INSTALL TYPE "A" CATCH--BASIN ...r. _ ,. RIGHT--OF--WAY � � M F�,,� ® z0 crtL, o z > EX S EXISTING SEWER croaV� �z�a� EX SD EXISTING STORM DRAIN © (o Q EXISTING EDGE OF PAVEMENT SD DRAIN STATION SS SANITARY STATION ALL PLAN VIEW STATIONING ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE LATERALALL SEWER STATIONING POINT OF * MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL—DE—SACS R LATERALS ON CURVE ALONG■ INSTALL 284.5' 12" PVC SEWER 0 0.15% INSTALL 284.5' 12" PVC SEWER 0 0.15% ` *' i RCP r GJ ORM DRAIN 0 0.88% 211 12" SWR INV= 333.7 INSTALL 284.5' 12" PVC SEWER 0 0.15% 347.10 CONSTRUCT 48.7± L.F. 18" ► .1 s GJ STORM DRAIN 0 0.20% CONSTRUCT 241.2± L.F. r CL -3 RCP w/RGJ STORM i`" 0 INSTALL 255.8' - PVC SEWER tib r' « 0 19' WHITE LANE (BY SEPARATE PLANS) F F HORIZONTAL: 1"-50" VERTICAL: 1"=5* CURVETABLE B�� I I I V) 11 �_ _% 11 #-- If 1.- 1* 110 to "w bin �EppZ X: i0Kaj Z 4�8 n r. CDC) on N v 04 co G3 tf3CV Cr a CDw w q wn CRO CDN �m �F'i h F-. � (n to 00 cn, 1) w C*4 W . p 0 N t � S tf30 t3 CSD + ui �' + V) + -i- + -f- t!) -¢- t/1 + O -�, V_ �W + + (!? - ______ _ _—... _..c.-�•-s—,�� . ....__ __'��_' '�— ..5 .....____. __...._____... ABOVE-.. w�•y� 355 ............... ........ . . ........................ �... .................,................... ......... CX/J�4'7L1'N°�RA��........,...... ................... ....... 55 ............................ 6SE R AND i DRAIN -------------------- -------- ---------------- .____ ---^--_—em---_ .. . ....... ... ......... . ... . . . ...... .. .:. . ..... . __�__+w^— s .... ... ..: .....,. .. .. .... . .... .. . . . . . . . . . . . . . . . . . . . , . . . . . . . 350............................................................................................. ............................................. ......................................... ........................... .................. .......................... ...... . .a _ 1$ INV_S--W= 18INV N=S--E---W° 18" INV N --S= -- 18 {�V-347.29- . 347;fi4 345-... .................................................. .. .....346.63................................. ....�._..347;04................,..... ...................................... .............................. .................................................... ... ............I.................. .............................. ......................................... ................ 340'...: .......:...:...:...: ..:...:...:...:.............. ...........................: . .. .... .... .. ... . ... ... . .. ... ... .. ..... ...... . ,. . .......... ..�:........... ......................... .. 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (.�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NOTE 'A": CONTRACTOR SHALL VERIFY LOCA -MON AND ELEVA=TION OF 335. . . . . . . . . . . . . . . . . . . . EXISTING STUB PRIOR ' TO ANY CONSTRUCTION; ALSO 'VERIFY POSITIVE* . SLOPE FROM MANHOLE PRIOR' TO CONNECTION TO EXISTING STUB. IF . . . . . . . °POSITIVE SLOPE- DOES- NOT EXIST,' REPLACE •STAB' TO °MANHOLE.': . 335 ......... I ... . �-�!�.��i5. . . +12" INV S=. j.. . . ... . . ... . . . . . N . ,�� (332.93 .330. ..............................................................................................�..........................................ti`L"z�.................................................. "��°iy...... ............................ 330 . . , . . . . . . . . ... INSTALL 220.2' .18" . . INSTALL 330.0' 18." : : e : ...: e : : .. . INSTALS.. 259.2' •18" : . : : : : : : INSTALL 313.1' 18" e . e : : . . CL -3 RCP w/RGJ' STORM DRAIN 0x.11% CL --3 RCP w/RGJ STORM DRAIN 00.11% 'CL -3 RCP w/RGJ' STORM DRAIN 0'0.11% CL --3 RCP w/RGJ STORM DRAIN 0 0.11% . 325* ....................................1 ... .. ...... ............ ... ..,. . .. . .. .. .. .. . . .. . ..... . .................... .... ................... .... ... 325 4+ + 101+00 102+00 103+00 104+00 105+00 106+00 107+00 SEWER -STORM DRAIN PROFILE novo 0-_. 0 00 ._U31 (: W .. 7; 0 % ! t1J � r_ w co a_ jzU—z- pCn W=p w w x W > I I I V) 11 �_ _% 11 #-- If 1.- 1* 110 to "w bin �EppZ X: i0Kaj Z 4�8 n r. CDC) on N v 04 co G3 tf3CV Cr a CDw w q wn CRO CDN �m �F'i h F-. � (n to 00 cn, 1) w C*4 W . p 0 N t � S tf30 t3 CSD + ui �' + V) + -i- + -f- t!) -¢- t/1 + O -�, V_ �W + + (!? - ______ _ _—... _..c.-�•-s—,�� . ....__ __'��_' '�— ..5 .....____. __...._____... ABOVE-.. w�•y� 355 ............... ........ . . ........................ �... .................,................... ......... CX/J�4'7L1'N°�RA��........,...... ................... ....... 55 ............................ 6SE R AND i DRAIN -------------------- -------- ---------------- .____ ---^--_—em---_ .. . ....... ... ......... . ... . . . ...... .. .:. . ..... . __�__+w^— s .... ... ..: .....,. .. .. .... . .... .. . . . . . . . . . . . . . . . . . . . , . . . . . . . 350............................................................................................. ............................................. ......................................... ........................... .................. .......................... ...... . .a _ 1$ INV_S--W= 18INV N=S--E---W° 18" INV N --S= -- 18 {�V-347.29- . 347;fi4 345-... .................................................. .. .....346.63................................. ....�._..347;04................,..... ...................................... .............................. .................................................... ... ............I.................. .............................. ......................................... ................ 340'...: .......:...:...:...: ..:...:...:...:.............. ...........................: . .. .... .... .. ... . ... ... . .. ... ... .. ..... ...... . ,. . .......... ..�:........... ......................... .. 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (.�. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . NOTE 'A": CONTRACTOR SHALL VERIFY LOCA -MON AND ELEVA=TION OF 335. . . . . . . . . . . . . . . . . . . . EXISTING STUB PRIOR ' TO ANY CONSTRUCTION; ALSO 'VERIFY POSITIVE* . SLOPE FROM MANHOLE PRIOR' TO CONNECTION TO EXISTING STUB. IF . . . . . . . °POSITIVE SLOPE- DOES- NOT EXIST,' REPLACE •STAB' TO °MANHOLE.': . 335 ......... I ... . �-�!�.��i5. . . +12" INV S=. j.. . . ... . . ... . . . . . N . ,�� (332.93 .330. ..............................................................................................�..........................................ti`L"z�.................................................. "��°iy...... ............................ 330 . . , . . . . . . . . ... INSTALL 220.2' .18" . . INSTALL 330.0' 18." : : e : ...: e : : .. . INSTALS.. 259.2' •18" : . : : : : : : INSTALL 313.1' 18" e . e : : . . CL -3 RCP w/RGJ' STORM DRAIN 0x.11% CL --3 RCP w/RGJ STORM DRAIN 00.11% 'CL -3 RCP w/RGJ' STORM DRAIN 0'0.11% CL --3 RCP w/RGJ STORM DRAIN 0 0.11% . 325* ....................................1 ... .. ...... ............ ... ..,. . .. . .. .. .. .. . . .. . ..... . .................... .... ................... .... ... 325 4+ + 101+00 102+00 103+00 104+00 105+00 106+00 107+00 SEWER -STORM DRAIN PROFILE S%— 13:00 novo 0-_. 0 00 ._U31 (: W .. 7; 0 % ! t1J � r_ w co a_ jzU—z- pCn W=p w w x W > m Lo 6 o�oz�;cnu�v Uo T C� •� CWF^c2` 9T Z N f _-- ax<000w0v T- w U Q��i�Q�� z��y tis/� i L 3: z W (=p/) 06N < C6 WE yw- F w 6 z 0 t,�?�pOt°np®apa U- w < ww>->o2TTww ® ¢O� F-© ,� m N ©4m W Fe z � � M F�,,� ® z0 crtL, o z > Z N .r. z�oW vim -©moo U) N croaV� �z�a� Z co W pwzcwz®�,vQ� a zn.F--w>acn p44u- vsp U-. -Z� 'i"'zif3UiG? © (o Q z w w Ow 4�tnQ¢�wcn�0 N �-- 0W�z�wtziF� ou},QoLx2 lam ©F -- z w �.. cw<j0� CiZV _W CL'Ww 4o=>ca pint LL aw1pwwwWxALgQ9 W,: a2Wz?w°°�W y- W �- --- cn 0 0 F mwis�-0?¢w a0) W00ulZ0i>- �ca�©w¢F_F_32� S%— 13:00 0 cv 0 F -- a Fn 1 ry LliW V) 0 0 N_ cL r -- V) z Q n 0 _o N 6i 'cam. 0 tY_ W � U- ON3 CL w a w .. w m w wco LL a w < !.t_ a a 0 cv 0 F -- a Fn 1 ry LliW V) 0 0 N_ cL r -- V) z Q n 0 _o N DATE 12/11/2014 i PA JOB No. 13-2750H SHEET 0 E 0 Lo N '' OF 15 SHEETS UA ON3 VN z o R U3 �, ui DATE 12/11/2014 i PA JOB No. 13-2750H SHEET 0 E 0 Lo N '' OF 15 SHEETS oN s.T.R 11 Q NOIES r- CURVE co LENGTH .�,...�_ 0 INSTALL SEWER MANHOLE SD STORM DRAIN STATION © INSTALL SEWER CLEANOUT SS SANITARY SEWER STATION M M INSTALL SEWER .J ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. -i -I ! i INSTALL STORM DRAIN ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. Q i!3 1�4'__ 19' f ® INSTALL STORM DRAIN MANHOLE ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. U 0 ,-- INSTALL STORM DRAIN JUNCTION BOX ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER Lq INSTALL TYPE "A" CATCH --BASIN FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. -- °- RIGHT -OF --WAY W w u- IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER o UJ a p LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. EX S EXISTING SEWER 12" INV N= EX EXISTING STORM DRAIN SD EXISTING EDGE OF PAVEMENT 0 5,0 a 0 Ar ` � P INSTALL 400.0' all bl//. c-clurn ok n zraf 0 345*... 34.0........ 335* ........ INSTALL 283.9' 18" r� CL --3 RCP w RGJ , 3L 5r STORK DRAIN 0.0.11% INSTALL 103.1' G" mll- C^C'uirm fnA i / nov Sl X� �± L. F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.117. rX� ,STQLRM QEAIN SECTI N.T.S. z CONSTRUCT 32.2± L.F. 18" CL --3 RCP w/RGJ STORM DRAIN 0 0.12% INSTALL 369.' o" m 1^ rr,s,f-n 'm�. N o 1,10 r- CURVE co LENGTH DELTA to� 2364.00' Lo Lo Lo 142,10' C2 2345.00' n M M M M 2331.00' .J J M . ! -i -I ! i A � m w 14.6' 19'a m °� Q i!3 1�4'__ 19' f n m v ow r--, z Qw --_ Z c3 ti ow C) •------�, z _ _ r ow Q 11_ 1 Z U 0 ,-- 18" INV E= 346.45 18" INV 346.41 18" INV= 347.20 CONSTRUCT 15.7± L.F. 18" 18" IN' CL -3 RCP w/RGJ 346. 18 INV N=! 18" INV S= STORM DRAIN Q 0.647a 347.15 347.21 " lyl CONSTRUCT 52.9± L.F. 18 18" INV E= Z 18" INV W= CL -3 RCP w/RGJ 346.58 346.58 STORM DRAIN Chi 0.11% 18" INV N--E-W=" CONSTRUCT 43.71 L.F. 18 346.48 CL -3 RCP w/RGJ 8" SWRINV= STORM DRAIN is 0.23% 337.02 8" SWR 5TORM QR IN S TION 338.51 N.T.S. DRAIN,i5L DE DR/ I /N.T.S. ,Z o� ECr ® b Z V< J 0 LL U '0) �AAr�w<t 1- c/)mw ww` !L -w L1 w z z Z a a Q ww=wU3® mua cry C6 C? wwT3:-;55=2zw 2wI—wmo¢ziAastQs. ZF-()}_V)00�dh- 4®zow� 0 w zw��r�'za''-'w <7 -go a+-R::oop;wc,,�� c6w�wd@2C6C6wzo +wv w Z w wo � ¢ wfew FSz® cl) M 6o it o cn...Aoz> zwOw,ac�®o U� z®wwwC7woQ¢ �Wr �w<o© N- z w v ozEwl--wowo6E 0- 100 �Cwjin�o tr z<wuzJi cn W QZ¢<0a z®=9Tw ff z8- >cl--jw ir ©wo'wujZwOm w®Qz>w Ig O>cn-co an12Z'w<� dwowwc'_aj�d>m wwo0wz C/)>-� s z 0 -) U -) CQ o .m a uj Z 5- 0 CV C Lij> v. QD 76 co {j z ' w m N 06 W ami o N �= z .� M LLj T_ V_ O co _ C.L CL CURVE TABLE 45 CURVE RADIUS LENGTH DELTA TANGENT Cl 2364.00' 283.85' 6'5247 142,10' C2 2345.00' 284.53' 06'57'07 142.44' C3 2331.00' 400.00' 9'49'55" 200.49' C4 2331.00' 331.56' 8'08'59" 166.06' C5 2331.00' 369.51' 9'0457" 185.14' C6 2331.00'103.07' 2'32'00" 51.54' C7 2364.00' 240.60' 5°49'53 120.40' lyl CONSTRUCT 52.9± L.F. 18 18" INV E= Z 18" INV W= CL -3 RCP w/RGJ 346.58 346.58 STORM DRAIN Chi 0.11% 18" INV N--E-W=" CONSTRUCT 43.71 L.F. 18 346.48 CL -3 RCP w/RGJ 8" SWRINV= STORM DRAIN is 0.23% 337.02 8" SWR 5TORM QR IN S TION 338.51 N.T.S. DRAIN,i5L DE DR/ I /N.T.S. ,Z o� ECr ® b Z V< J 0 LL U '0) �AAr�w<t 1- c/)mw ww` !L -w L1 w z z Z a a Q ww=wU3® mua cry C6 C? wwT3:-;55=2zw 2wI—wmo¢ziAastQs. ZF-()}_V)00�dh- 4®zow� 0 w zw��r�'za''-'w <7 -go a+-R::oop;wc,,�� c6w�wd@2C6C6wzo +wv w Z w wo � ¢ wfew FSz® cl) M 6o it o cn...Aoz> zwOw,ac�®o U� z®wwwC7woQ¢ �Wr �w<o© N- z w v ozEwl--wowo6E 0- 100 �Cwjin�o tr z<wuzJi cn W QZ¢<0a z®=9Tw ff z8- >cl--jw ir ©wo'wujZwOm w®Qz>w Ig O>cn-co an12Z'w<� dwowwc'_aj�d>m wwo0wz C/)>-� s z 0 -) U -) CQ o .m a uj Z 5- 0 CV C Lij> v. QD 76 co {j z ' w m N 06 W ami o N �= z .� M LLj T_ V_ O co _ C.L CL �..t-Z� t j Qv Z vj tf7 06 -i n z + 0 n V) � ! h,) a_ C:)() c) °'V) to 1 $, +� CONSTRUCT 15.7± L.F. 18" -�•� A5, 34' �� ® CL -3 RCP w/RGJ 19' 8 0 STORM DRAIN 0 0.19% 0+ 5' Lo LODENSEP R' � 18" INV N- I SHt Er 347.00 " " 18 INV S= 18 INV E -W--- z 04 C) 0 346.97 342.57 < mcmmmc) c HORIZONTAL: 1"=50' + VERTICAL: 1"=5' STOP AIN 10 W N.T.S. U 00 INSTALL 70.0' INSTALL 284.5' # 49% 8" PVC SEWER 0.49% 12" PVC SEWER 0 0.15% L4m > I I)to I I I* �®Q �v)0 Qv)0 V)m �V)C coZ CZ m ZZ0 0 ro?K50 Z Ir Z® Fmm l-e :m _ct 0 00 vj w �e 'It to tt� n/ +C4 N �) �. j c) fid- Gl +.* Q W N 0) �) m 0) 0-) a -(/i � CJS 0) 0) 0) 0 0) � 0) 3 XX. ,�,'s' 355 ouj LiaoLI .................................. ... ................. < z ................... ... ....... .......350, M 24" INV W- 0 345.81Lj . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . viQ 45 ui ............... 18." INV N -SW= d 18" INV S-Ef N= 3.46.38 a O . 348.31 uj a LL 0 C. w = `i ........ uj 0 m uj m .......340 w W w PER C.O.B. STD. DWG. SW -4 Q 0 © V) CN 8" INV -E= Som W w u- L w I a.. o UJ a �..t-Z� t j Qv Z vj tf7 06 -i n z + 0 n V) � ! h,) a_ C:)() c) °'V) to 1 $, +� CONSTRUCT 15.7± L.F. 18" -�•� A5, 34' �� ® CL -3 RCP w/RGJ 19' 8 0 STORM DRAIN 0 0.19% 0+ 5' Lo LODENSEP R' � 18" INV N- I SHt Er 347.00 " " 18 INV S= 18 INV E -W--- z 04 C) 0 346.97 342.57 < mcmmmc) c HORIZONTAL: 1"=50' + VERTICAL: 1"=5' STOP AIN 10 W N.T.S. U 00 INSTALL 70.0' INSTALL 284.5' # 49% 8" PVC SEWER 0.49% 12" PVC SEWER 0 0.15% L4m > I I)to I I I* �®Q �v)0 Qv)0 V)m �V)C coZ CZ m ZZ0 0 ro?K50 Z Ir Z® Fmm l-e :m _ct 0 00 vj w �e 'It to tt� n/ +C4 N �) �. j c) fid- Gl +.* Q W N 0) �) m 0) 0-) a -(/i � CJS 0) 0) 0) 0 0) � 0) 3 XX. ,�,'s' 355 ouj LiaoLI .................................. ... ................. < z ................... ... ....... .......350, M 24" INV W- 0 345.81Lj . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . viQ 156+00 155+00 154+00 153+00 152+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 SEWER -STORM DRAIN PROFILE SEWER -STORM DRAIN PROFILE 45 ............... 18." INV N -SW= 18" INV S-Ef N= 3.46.38 a g 3 . 348.31 ... ........ uj 0 m uj .......340 --INSTALL "DROP CONNtCTION" PER C.O.B. STD. DWG. SW -4 Q 0 © V) CN 8" INV -E= Som � 337:25 p 5 zu, u) <'. 335 12" INV N= V) 334.61 0 156+00 155+00 154+00 153+00 152+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 SEWER -STORM DRAIN PROFILE SEWER -STORM DRAIN PROFILE : : . : 330 0-1DAT 12/11/2014 J0B No. 13-2750H SHEET INSTALL 59.4' 18" Q CL -3 RCP w/RGJ a TORM DRAIN 0 0.12%. . . . . . . . E 9i 5-!- L OF 15 SHEETS 7 M� Lo Lu Lo *� V)o g 3 uj 0 m uj rx � Z © V) Som � 5 zu, u) <'. 1 : : . : 330 0-1DAT 12/11/2014 J0B No. 13-2750H SHEET INSTALL 59.4' 18" Q CL -3 RCP w/RGJ a TORM DRAIN 0 0.12%. . . . . . . . E 9i 5-!- L OF 15 SHEETS 7 QQNS1RUQjQN NO to 1* v- r- * M v- r- 0) LO C> to :4k W) G) INSTALL SEWER MANHOLE SD STORM DRAIN STATION 0) INSTALL SEWER CLEANOUT SS SANITARY SEWER STATION i2 CL c6 X INSTALL SEWER (3 0 ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. W (3 (3 0 uj 01w INSTALL STORM DRAIN ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. Z0 A+ INSTALL STORM DRAIN MANHOLE ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. INSTALL STORM DRAIN JUNCTION BOX ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER INSTALL TYPE "A" CATCH -BASIN FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. RIGHT-OF-WAY XY IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER .. .... .................. LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. cq to N to 1* v- r- * M v- r- 0) LO C> to :4k W) to 00 to C> to 10 _j _j _j C rn 4k U- W_ i2 U- 0- 19'A -14'_u? X i2 CL c6 X _j U- (L 202 cr_ j2 0- CO (3 0 W 0 W (3 (3 0 uj 01w (3 - Z10 Zia Z0 A+ I lml,--CONSTRUCT A I CL -3 RCPw/RGJ STORM DRAIN 0 0.64% LA b - EXISTING SEWER 18" INV S= \18" INV N= EX SD- EXISTING STORM DRAIN 346.12 346.12 CONSTRUCT 43.7± L.F. 18" EXISTING EDGE OF PAVEMENT CL -3 RCP w/RGJ 18" INV E -W= STORM DRAIN 0 0.11% APPR0\11Et) By" 11SION14. FU7'JRE TRAC7- 7245 (By SEPARATE PLANS) cl),cl cl C-013 L'tj Z W @ 10 158 pl, Fr U UF?E 7RACr Y 7288 ('3 SEPA RA TEIfi O Fit PLANS) . z 05 c w ou ;i LL C) Oz C _0 0 (Dto Cqi.4 0:: INSTALL 400.0' INSTALL 220.1' Q" m%/r* cculco ft n -may 8" SWR INV= 341.81 344.45 A. TORM DRAI.N.-SECTION LWA mm ,QU ARE DF%111E p ARK S SF.7E CONSTRUCT 32.6± L.F. 18" CL -3 RCP w/RGJ 18" INV STORM DRAIN 0 0.34% :-3:446:.1-3 18" INV S= 342.25 ift�hll 346.14 8" SWR INV= \1L INV N -W= 346.07 343.36 LCONSTRUCT 59.3± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.12% STORM DRAIN SECD &I N.T.S. U) V) CURVE TABLE CURVE RADIUS LENGTH I DELTA ITANGENT Cl 2364.00' 283.85' 6*52'142.10' C2 2331.00' 400.00' 1 9*49'55* 1 200.49' CONSTRUCT 92.1± L.F. 30" CL -3 RCP w/RGJ STORM DRAIN 0 0.11% 18" INV E= 345.93 18" INV N= 30" INV= 342.1430" INV 341.04 NV S= BOTTOM=340.6 24" INV W= 3 41. 14 H 341.64 CONSTRUCT OUTLET STRUCTURE rc**\ STORM DRAIN SE PER C.O.B. STD. DWG. D-11 ONO.T. S. .e INSTALL 84.2' 8" PVC SEWER 00.26% /-PLUG END d2 LL u'! o- uo- w 0 (n aw m 0 _j w z L wwowwwwm<�=w 0.< z 0 Z cr- Ul 0 wlw!62j=0w>mwp W LL - z w Z M my8w w _r 160 w 0 U) Coo: [0-L z 0 0 u - S 0 0 9 w g SO2 0 CCLI' lx_ t� 1:: f_ �s czw§O&ZO-@ Z&Oo -U:3*.Oz>-uj c6 ww wow C/)' 03 (') 0 ZZOCLO_620�w 2E>-w>68wTwxww c 1-- �w<Z80W6wo !2 �X_ F a 2 'w- m 6 6 uw- W LL 00§<z:Ew2zwE'� g cwf) L 4 o cz, I * 06�:20w<poo ft P!�wFowaow w - 2CL 0 0- cl) z a owwwtww8i< 00� z z ow ix_: w W 0 Z = 0 QT0wt<z0w<2'w U_�-Kw _zwwo z m 3: � n z Z LL 6 1 Ww U:EI Z 0 w 0 a. c6 ow >w z 00: LWL <<03: -w><u-z-:g 'wpww'waii�gw aw UJ < zw �2! 0 8gw8awow- =) Z Z X W CQ W 0 W Z _5 < M _j -, W 0 1 R * Fm- wwo0wz w> -w ==DWY0 wz=) O Fit tt w Om 0 z 0 = C) Oz 0:4 = _0 0 Cqi.4 0:: 360 ....................................... wo 0 .................... A+ 0) LO + 4m LO ........................................ ....... LLJ LLJ ..................... 355....... ..... ................................................... Z I .......... 1 XY 0 .. .... .................. z Lu z I 350* ......... * ............ .... ........... 2 Ljj 18" 19V N -S_ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . 346:07 . . . . . * 345. w . . ............................. 8 0NV7 IV < (L . . . . . . . . . . . 0 .345.00. L 18!' INV E -°-W=_ 18,f INV W= 340' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . 341.98 . . . . . . . . . . . . .................................................................. 335 ....................................... * * ............. ............ ..................... INSTALL- 283.9 18" INSTALL 153.81 18" - CL -3 RCP* w/RGJ STORM DRAIN 0 0.11% CL -3 RCP w/RGJ STORM* DRAIN 0 0.11% 330 ............................................. -1 ......................... 157+00 158+00 159+00 160+00 8" SWR INV= 341.81 344.45 A. TORM DRAI.N.-SECTION LWA mm ,QU ARE DF%111E p ARK S SF.7E CONSTRUCT 32.6± L.F. 18" CL -3 RCP w/RGJ 18" INV STORM DRAIN 0 0.34% :-3:446:.1-3 18" INV S= 342.25 ift�hll 346.14 8" SWR INV= \1L INV N -W= 346.07 343.36 LCONSTRUCT 59.3± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.12% STORM DRAIN SECD &I N.T.S. U) V) CURVE TABLE CURVE RADIUS LENGTH I DELTA ITANGENT Cl 2364.00' 283.85' 6*52'142.10' C2 2331.00' 400.00' 1 9*49'55* 1 200.49' CONSTRUCT 92.1± L.F. 30" CL -3 RCP w/RGJ STORM DRAIN 0 0.11% 18" INV E= 345.93 18" INV N= 30" INV= 342.1430" INV 341.04 NV S= BOTTOM=340.6 24" INV W= 3 41. 14 H 341.64 CONSTRUCT OUTLET STRUCTURE rc**\ STORM DRAIN SE PER C.O.B. STD. DWG. D-11 ONO.T. S. .e INSTALL 84.2' 8" PVC SEWER 00.26% /-PLUG END d2 LL u'! o- uo- w 0 (n aw m 0 _j w z L wwowwwwm<�=w 0.< z 0 Z cr- Ul 0 wlw!62j=0w>mwp W LL - z w Z M my8w w _r 160 w 0 U) Coo: [0-L z 0 0 u - S 0 0 9 w g SO2 0 CCLI' lx_ t� 1:: f_ �s czw§O&ZO-@ Z&Oo -U:3*.Oz>-uj c6 ww wow C/)' 03 (') 0 ZZOCLO_620�w 2E>-w>68wTwxww c 1-- �w<Z80W6wo !2 �X_ F a 2 'w- m 6 6 uw- W LL 00§<z:Ew2zwE'� g cwf) L 4 o cz, I * 06�:20w<poo ft P!�wFowaow w - 2CL 0 0- cl) z a owwwtww8i< 00� z z ow ix_: w W 0 Z = 0 QT0wt<z0w<2'w U_�-Kw _zwwo z m 3: � n z Z LL 6 1 Ww U:EI Z 0 w 0 a. c6 ow >w z 00: LWL <<03: -w><u-z-:g 'wpww'waii�gw aw UJ < zw �2! 0 8gw8awow- =) Z Z X W CQ W 0 W Z _5 < M _j -, W 0 1 R * Fm- wwo0wz w> -w ==DWY0 wz=) z r�`- cn cn VO/ ............ P#4A5F 2 a0 _j Q .3: z c:)Coco SF P PLANS) w LIM TBBBBBB w fit HORIZONTAL: 1 =50' cdz 0 Z C\j > x x cr_ TICAL: 1"=5' VER + MO Ci OO r- w f'-�.- - c:j rqvp, C) M Go -4- c'j cv s '7+ + O m AV VIL AW NOTE "A": CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF u''RIN&- AK u 0 Lo + ) EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE to) SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EXISTING STUB. IF co TEMPORARY SU P A (on G� 3: POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. C) < 0� . SEE DETAIL SHEET 2 < + Um= INSTALL 88.6' INSTALL 86.0' INSTALL 228.1' INSTALL 369.6' INSTALL 142.1' LL mu- t-rulrn 'm ^'zcQl on mlt% Cr%Alffn /,*. f% n& $$ %IMMJ i ta M1151 0 rvkl llir_wr_n v 0./.5/-0 0 rvt., zCM-M %y 0.25% 0 rVk, Z)LWLK %9 V.LD T� Frm U) 11 C-4 if ODO 0 z 1-40 U) O Z fit uj + V) 0 0(/)0 (14 Lj IN" 0 Ono 8z:r Oz Oz - 0 co 4 z T -_j w 0)0 Z z Lcip Z 0) On V-0 U nm Z C q%mmow (7) 0! cc 00 O�o -,a V_ cr_ .n V_ v- (6 K)t-, �i V.: C'4 LO 0 F'r- < F- I.,- + -ix ....... C,4 -+t ...................... cl ................. 360 L +C4. z + w ....................................................... + + .... . ++ o W .+ n + GOOD tR)c) (f) 04W Lo w(2 QDCO co T_ V_ . ' V_ co V-1 4r. co 0 T- to Z LAM cn BOB Z < ftft%.- __j __am ........................................... ... ............... . ....................... 355 A PPR OXIMA TE DESIGN GRADE A 80 W ........................ X Lj x ______ �_-__-. AND STOMM IN ------------------ ---- ui ------------- ----------------- Lj 6i'� .............. ................. .... .......................................................................................... ...................... vj V) 0 0 .. .......... ....................... ................................................................................. ...................... 0- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... ...................... 0 8" ItItV N -W= ................... ..... .................................................... ............. . ........................... 345 '346:07 . . . . . . . . . . mmumEl I, I - . . NOTE "A". . .......... ..... . somm"Immolow SEE 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ii. . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . C14 17 / . . . . . . . . . . . . . . . . . . . V) ..................... ..sl ....... .. 340 7' I F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 < LLJ 0 LLJ LLJ Z 1 0 w z Lu z I 2 Ljj CA Lij w W 0 U- w CL 0 < (L z r�`- cn cn VO/ ............ P#4A5F 2 a0 _j Q .3: z c:)Coco SF P PLANS) w LIM TBBBBBB w fit HORIZONTAL: 1 =50' cdz 0 Z C\j > x x cr_ TICAL: 1"=5' VER + MO Ci OO r- w f'-�.- - c:j rqvp, C) M Go -4- c'j cv s '7+ + O m AV VIL AW NOTE "A": CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF u''RIN&- AK u 0 Lo + ) EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE to) SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EXISTING STUB. IF co TEMPORARY SU P A (on G� 3: POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. C) < 0� . SEE DETAIL SHEET 2 < + Um= INSTALL 88.6' INSTALL 86.0' INSTALL 228.1' INSTALL 369.6' INSTALL 142.1' LL mu- t-rulrn 'm ^'zcQl on mlt% Cr%Alffn /,*. f% n& $$ %IMMJ i ta M1151 0 rvkl llir_wr_n v 0./.5/-0 0 rvt., zCM-M %y 0.25% 0 rVk, Z)LWLK %9 V.LD T� Frm U) 11 C-4 if ODO 0 z 1-40 U) O Z fit uj + V) 0 0(/)0 (14 Lj IN" 0 Ono 8z:r Oz Oz - 0 co 4 z T -_j w 0)0 Z z Lcip Z 0) On V-0 U nm Z C q%mmow (7) 0! cc 00 O�o -,a V_ cr_ .n V_ v- (6 K)t-, �i V.: C'4 LO 0 F'r- < F- I.,- + -ix ....... C,4 -+t ...................... cl ................. 360 L +C4. z + w ....................................................... + + .... . ++ o W .+ n + GOOD tR)c) (f) 04W Lo w(2 QDCO co T_ V_ . ' V_ co V-1 4r. co 0 T- to Z LAM cn BOB Z < ftft%.- __j __am ........................................... ... ............... . ....................... 355 A PPR OXIMA TE DESIGN GRADE A 80 W ........................ X Lj x ______ �_-__-. AND STOMM IN ------------------ ---- ui ------------- ----------------- Lj 6i'� .............. ................. .... .......................................................................................... ...................... vj V) 0 0 .. .......... ....................... ................................................................................. ...................... 0- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ....... ...................... 0 8" ItItV N -W= ................... ..... .................................................... ............. . ........................... 345 '346:07 . . . . . . . . . . mmumEl I, I - . . NOTE "A". . .......... ..... . somm"Immolow SEE 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ii. . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . C14 17 / . . . . . . . . . . . . . . . . . . . V) ..................... ..sl ....... .. 340 7' I F. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 0 ............................................................................................................................................... 335 DATE 12/11/2014 PA JOB No. 13-2750H SHEET ►TALL- 135.0' 1-8" > 0 RGJ STORM DRAIN 0 0.13% ............... .................................................................................................................. .............. 330 E 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 0 LO SEWER -STORM DRAIN PROFILE 0 C.> OF 15 SHEETS Lii .j w CA z 0 ............................................................................................................................................... 335 DATE 12/11/2014 PA JOB No. 13-2750H SHEET ►TALL- 135.0' 1-8" > 0 RGJ STORM DRAIN 0 0.13% ............... .................................................................................................................. .............. 330 E 163+00 164+00 165+00 166+00 167+00 168+00 169+00 170+00 171+00 0 LO SEWER -STORM DRAIN PROFILE 0 C.> OF 15 SHEETS QQbj:5T_RjjWW1 QL4 blO " => "i 0 INSTALL SEWER MANHOLE C INSTALL SEWER CLEANOUT u') INSTALL SEWER 360 o6 OL' tc) + INSTALL STORM DRAIN O INSTALL STORM DRAIN MANHOLE MD INSTALL STORM DRAIN JUNCTION BOX --------------- ............... INSTALL TYPE "A" CATCH—BASIN K) RIGHT—OF—WAY 18" INV E- . . . . . . . 0 C) EX S EXISTING SEWER I . ............. EX SD— EXISTING STORM DRAIN Lo EXISTING EDGE OF PAVEMENT SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. — 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL—DE—SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER AN CONSTRUCT 10.7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.11% 18" INV S--E= -^,-.�t 345.42 "'—CONSTRUCT CL -3 RCP w/RGJ STORM DRAIN 0 aiO.RM.. DRAIN 5EC.jIQN N.T.S. A PHASES 18 5 n""I"w"Nowl -it INSTALL 393.0' ?" PVC SEWER 0 I iT;j M R Z FA L*l 91- W, kW 5�w 18" INV= 18" INV= 348.42 348.48 lip CONSTRUCT 48.7± L.F. 18" CL -3 RCP w RGJ SWR (NV- STORM DRAIN 0 0.16% 340.50 j 5!0.RM DRAIN 5ECTION N.T.S. INSTALL 233.1' 8" PVC SEWER 0 0.25% CONSTRUCT 30.5± L.F. 18'! CL -3 RCP w/RGJ STORM DRAIN 0 0.11% 18" INV E=/ 345.51 18" INV N -W= 345.48 N.T.S. REVISIONS APP ROVED: WD W. PORTER DATE RICE 33448 "MARIAN P. SHAW'" DATE RICE 32178 INSTALL "DROP CONNECTION"__l-,, PER C.O.B. STI). DWG. SW -4 PLUG END _7_N7� 6" INV= 6" INV 345. 343.5 -34+2-5- 6" PVC 70' 342.73 PVC SEWER 01.00% An CAMP . US PARK DRIVE SEE SHEET 4 INSTALL 124.7' 8" PVC SEWER 0 0.25% 80+00 81+00 82+00 83+00 84+00 85+00 SEWER -STORM DRAIN PROFILE HORIZONTAL: 1"=50' VERTICAL: 1 it =5$ LO 11 �– C- => "i ryR� W_j � F 05 0 4v) :c OZ (zn 0 Z Us (8) K) >> Z z n u') C14 :2 cq V_ ®C 01) 360 o6 OL' tc) + 414 Lc) u ........ 00 ........ + c M r . . . . V) V) . . . . . . . . . . . . . . . . . . . . . 355 * ........ ............ n ------------- ......... --------------- ............... 355 350 Lf) K) . . . . 18" INV E- . . . . . . . 0 C) . . . . . . Y48.42 1-i '"1` I . ............. . ....................... 340 M! i Lo te) ... t -i Ili vi Ki . . . . . . . . . . . . . A . . . . . . . . . . 335 ......... * ................ ......................... 330 .......................... 5: 5 Lij r- I— cr- z*-- v) * 78+00 79+00 < CONSTRUCT 10.7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.11% 18" INV S--E= -^,-.�t 345.42 "'—CONSTRUCT CL -3 RCP w/RGJ STORM DRAIN 0 aiO.RM.. DRAIN 5EC.jIQN N.T.S. A PHASES 18 5 n""I"w"Nowl -it INSTALL 393.0' ?" PVC SEWER 0 I iT;j M R Z FA L*l 91- W, kW 5�w 18" INV= 18" INV= 348.42 348.48 lip CONSTRUCT 48.7± L.F. 18" CL -3 RCP w RGJ SWR (NV- STORM DRAIN 0 0.16% 340.50 j 5!0.RM DRAIN 5ECTION N.T.S. INSTALL 233.1' 8" PVC SEWER 0 0.25% CONSTRUCT 30.5± L.F. 18'! CL -3 RCP w/RGJ STORM DRAIN 0 0.11% 18" INV E=/ 345.51 18" INV N -W= 345.48 N.T.S. REVISIONS APP ROVED: WD W. PORTER DATE RICE 33448 "MARIAN P. SHAW'" DATE RICE 32178 INSTALL "DROP CONNECTION"__l-,, PER C.O.B. STI). DWG. SW -4 PLUG END _7_N7� 6" INV= 6" INV 345. 343.5 -34+2-5- 6" PVC 70' 342.73 PVC SEWER 01.00% An CAMP . US PARK DRIVE SEE SHEET 4 INSTALL 124.7' 8" PVC SEWER 0 0.25% 80+00 81+00 82+00 83+00 84+00 85+00 SEWER -STORM DRAIN PROFILE HORIZONTAL: 1"=50' VERTICAL: 1 it =5$ LO 11 �– ® Z Lij => "i L J (y) M 05 0 4v) :c OZ 0 K) >> Z C) n u') ui �6 cl Z C-) uj cr_ 0. o C) 9 Lu > 6 (ug OR C) to C) pr) 360 tc) co 00 Lo PI) V) ........... Iq n Z (t) c) — L_ on 355 ....... Lf) K) V) n 0 C) ........... 1-i Ki ........ V) n < Lo te) ... t -i Ili vi Ki 0mou Z Z w M Lu Z _1 �r M < w d Ui LuIz 0 a. . co Lf) Lo Lr) 5: 5 Lij r- I— cr- z*-- v) wi "i ...........330 < 0 V) tr) V) n n Lo E0 rf) M lr--14- :qtz 11 it It 1 (.4 14) n It _j 11 _j 1 :4k LL_ _j LL_ �__19'_ j _j _j U- It 06 Vl)_ig, M cr_ EL C6 (3 ow w ow 0 - w CL C) ow Z_ ow Z a (3 za z® 0 ow z a CONSTRUCT 10.7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN 0 0.11% 18" INV S--E= -^,-.�t 345.42 "'—CONSTRUCT CL -3 RCP w/RGJ STORM DRAIN 0 aiO.RM.. DRAIN 5EC.jIQN N.T.S. A PHASES 18 5 n""I"w"Nowl -it INSTALL 393.0' ?" PVC SEWER 0 I iT;j M R Z FA L*l 91- W, kW 5�w 18" INV= 18" INV= 348.42 348.48 lip CONSTRUCT 48.7± L.F. 18" CL -3 RCP w RGJ SWR (NV- STORM DRAIN 0 0.16% 340.50 j 5!0.RM DRAIN 5ECTION N.T.S. INSTALL 233.1' 8" PVC SEWER 0 0.25% CONSTRUCT 30.5± L.F. 18'! CL -3 RCP w/RGJ STORM DRAIN 0 0.11% 18" INV E=/ 345.51 18" INV N -W= 345.48 N.T.S. REVISIONS APP ROVED: WD W. PORTER DATE RICE 33448 "MARIAN P. SHAW'" DATE RICE 32178 INSTALL "DROP CONNECTION"__l-,, PER C.O.B. STI). DWG. SW -4 PLUG END _7_N7� 6" INV= 6" INV 345. 343.5 -34+2-5- 6" PVC 70' 342.73 PVC SEWER 01.00% An CAMP . US PARK DRIVE SEE SHEET 4 INSTALL 124.7' 8" PVC SEWER 0 0.25% 80+00 81+00 82+00 83+00 84+00 85+00 SEWER -STORM DRAIN PROFILE HORIZONTAL: 1"=50' VERTICAL: 1 it =5$ LO 11 �– ® Z Lij => "i L J (y) M 05 0 4v) :c OZ -L 0 = 10- aj zwww >> Z Z 0 !t-- C-4 u') ui �6 cl Z C-) uj cr_ 0. o C) 9 Lu > 6 (ug OR a:: co + W . +co(/) uj ...... 360 tc) co 00 L'i w >- > 0 Fn (10: T u 2: < ?2 wz ft (1) o 800t;2zzu- 9< w Im C.,4 V) ........... W ('0 W CAe) 06 e o a �- z cl;� cwo L9 2 c9l § Z (t) c) — L_ 0 355 ....... .... aw z z 00�. ui 8 0 czf) OW z 0 uu-j C'4 (0 (0 Lu o L'L Z MLu Z 3 z cuil 'n 0 C) ........... CN 0 cn wn I'-- c:, it w z umi w ........ ...350 ui LL < (1) U. v *345 ... ....... 40 < 0 R V) LAJ ®NQ 0mou Z Z w M Lu Z _1 �r M < w d Ui LuIz 0 a. . co LL co x 0 w 0 cis 5: 5 Lij r- I— cr- z*-- v) .........335 ...........330 < 86+00 041 :4 IT, 0 112 Awlto] N - V) INSTALL 39.2' 8" PVC SEWER 00.35% PLUG END 0 INSTALL 39.6' 8" PVC SEWER @ 0.35% V.8" INV= 8" INV N= 8" INV E= 340.98 340.74 340.84 lfflll��W R.C.E. NO. 33448 . DATE U41rol 11, III` .Ioqlllllllr.l= 8 a U. u� p�p0 wow ® Z Lij z C) M0 (y) M <z0pzIi wwxo wllffiwzowmwp 0_iA wo 01) L0 (.0 U) 10- aj zwww 5 Imij z u)- x M z CID z w 0 !t-- C-4 o I w T 2 M ui �6 cl Z C-) uj cr_ 0. o C) 9 Lu 4LO 6 i 2 12 Eusi co 0 z w 06 C) C/) 0 -, o U_rl 0 C/) z L'i w >- > 0 Fn (10: T u 2: < ?2 wz ft (1) o 800t;2zzu- 9< w Im C.,4 x 25 0 0 CWO W LL z cuej a czf) W ('0 W CAe) 06 e o a �- z cl;� cwo L9 2 c9l § Z (t) c) — L_ 0 ui C5 T c'> 'a<. W z 0 Z 0 w ui ui Ix t z MU) LLJ w 0 aw z z 00�. ui 8 0 czf) OW z 0 uu-j C'4 (0 (0 Lu o L'L Z MLu Z 3 z cuil 'n 0 C) ow Z L'L a_ � 0 < wo 'zn cw> CN 0 cn wn I'-- c:, it w z umi w CL Z:j 0 ui LL < (1) U. v z 0 T 2 D wu- 3: < z f- 0 I > 6 ?- Lu cr_ 0I= - TRWffiu>iwwLu'jzo � Mn < 0 R V) LAJ ®NQ 0mou Z Z w M Lu Z _1 �r M < w d Ui LuIz 0 a. . co LL co x 0 w v 01 z < 0 wwj 0 CL vm� Z C\A w 0 < + (.0 ('0 u V <w c) Lo ^00 + LJLW 1^ ANIA"IbL IL) uj TO D z> z vi 0 0 __l It Lmw Uj 11m,- 0 C) �mmmmmmmmmm` Ld z LL_ U) 0 cr LNJWM z < z < u t�o 0 u0i V) v j 0 V) I of LJ W cn cli fl V) n Ei LLJ to w 0- 0 C14 M LL_ 0 W w z ui C5 - to azo < M ca z W Z I 5 w ui LL W ) 0 a (1) U. v > w c�L v 01 z < 0 wwj 0 CL vm� Z C\A w 0 < + (.0 ('0 u V <w c) Lo ^00 + LJLW 1^ ANIA"IbL IL) uj TO D z> z vi 0 0 __l It Lmw Uj 11m,- 0 C) �mmmmmmmmmm` Ld z LL_ U) 0 cr LNJWM z < z < u t�o 0 u0i V) v j 0 V) I of LJ W cn cli fl V) n n DATE 12/11/2014 PA JOB No. 13-2750H c 0 SHEET E 0 E 0 L0 OF 15 SHEETS Ei LLJ to rn 0 C14 M LL_ ui C5 azo < M V) Lu cr_ V) LAJ ®NQ z 0 cis 5: 5 Lij r- I— cr- z*-- v) Lu < L> n DATE 12/11/2014 PA JOB No. 13-2750H c 0 SHEET E 0 E 0 L0 OF 15 SHEETS QQNS1EU!Q11QN. N01M (o PIPE 0 oZ O INSTALL SEWER MANHOLE Q INSTALL SEWER CLEANOUT N54'50'58 -W INSTALL SEWER .. 0.35% t1i INSTALL STORM DRAIN c� DQ INSTALL STORM DRAIN MANHOLE ..................... 340 INSTALL STORM DRAIN JUNCTION BOX ..................... 335* ... INSTALL TYPE "A" CATCH -BASIN INSTALL 77.7' 18"* RIGHT-OF-WAY CL 3 RCP wLRGJ *. . .STORM DRAIN.@. 0,12 cr_ 5+00 EXISTING SEWER ............... ............... EX S T II EXISTING STORM DRAIN EX SD- II EXISTING EDGE OF PAVEMENT u') U) (00 00 SS SANITARY SEWER STATION cq N Lo "r 11 11 to Q ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. _ n j. -j U- U- -_ ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. 5 J -3.1.3p- 0� 0- 06 0 ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. z ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25$ MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. 18" INV N= 18" INV= IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER 347.63 347.65 LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. wo-liwffu 0 )) I I S PARK DRI SEE SHEjE-r vc� NOTE "B": CONTRACTOR SHALL CONSTRUCT CONCRETE PIPE SADDLE PER C.O.B. STD. INSTALL 86.0' 8" PVC SEWER 0 0.25% INSTALL 230.0' T" PVC SEWER 0 liftwliml= XMYAII�� INSTALL 336.8' f" PVC.- SEWER 0 �NVS= 347.68 8' SLCONSTRUCT 37.1± L.F. 18" C CL -3 RCP w/RGJ STORM DRAIN 0 0.13% WRINVS='l 344.37 C'4 (o PIPE 0 oZ SLOPE 40 coo z BEARING Q 0 t000 360 ............. W U) N54'50'58 -W ayy c;+ c; o+, .................. .. 0.35% t1i c� Q) .......... c� 350* ... ....... .................. 345* ................. .. 8. ..................... 340 . 24" INV E7W=; . 341.73. 0.35% . . . . . . . . . . ..................... 335* ... (f) L < L ..................... INSTALL 77.7' 18"* 330 * . . . CL 3 RCP wLRGJ *. . .STORM DRAIN.@. 0,12 cr_ 5+00 INSTALL 230.0' T" PVC SEWER 0 liftwliml= XMYAII�� INSTALL 336.8' f" PVC.- SEWER 0 �NVS= 347.68 8' SLCONSTRUCT 37.1± L.F. 18" C CL -3 RCP w/RGJ STORM DRAIN 0 0.13% WRINVS='l 344.37 CONSTRUCT 38± L.F. 18" LJI CL -3 RCP w/RGJ� STORM DRAIN 0 0.26% 18" INV N=7 347.00 18" INS 346.90 42" IN' 342.91 347.00 -CONSTRUCT 48± L.F. 18 CL -3 RCP w/RGJ 7-w=ll STORM DRAIN 0 0.21% INSTALL 342.3' 8" PVC SEWER 0 0.35% 18" INV E= 343.28 CONSTRUCT 19.7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.96% 5' 5' A 8" INV= 34.80 18" INV= -6 18" INV - 343.19 \ 343.09 tilt m 343.09 NOTE "A": CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EXISTING STUB. IF POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. INSTALL 264.3' 8" PVC SEWER 0 0.35% to (o PIPE 0 V) SLOPE END INV= BEARING Q 0 00 0.35% 000 N54'50'58 -W ayy c;+ c; o+, 50.6 e 0.35% t1i c� Q) rli c� 0.35% X.92 r- 0 Z w 1— Lo W) 0.35% U) to (f) L < L > w W (o 36" INV N= -345 cr_ (345.82) ............... ............... 340 ............... ............... T II II II II u') U) liz 0) U- U- Li- U_ V_ m 0- (n 5 x 0- co :4k j - U- i _ U - d C) uj Za cj fn Z 0 x a. � --, '91 (3 0 W CONSTRUCT 38± L.F. 18" LJI CL -3 RCP w/RGJ� STORM DRAIN 0 0.26% 18" INV N=7 347.00 18" INS 346.90 42" IN' 342.91 347.00 -CONSTRUCT 48± L.F. 18 CL -3 RCP w/RGJ 7-w=ll STORM DRAIN 0 0.21% INSTALL 342.3' 8" PVC SEWER 0 0.35% 18" INV E= 343.28 CONSTRUCT 19.7± L.F. 18" CL -3 RCP w/RGJ STORM DRAIN ® 0.96% 5' 5' A 8" INV= 34.80 18" INV= -6 18" INV - 343.19 \ 343.09 tilt m 343.09 NOTE "A": CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING STUB PRIOR TO ANY CONSTRUCTION, ALSO VERIFY POSITIVE SLOPE FROM MANHOLE PRIOR TO CONNECTION TO EXISTING STUB. IF POSITIVE SLOPE DOES NOT EXIST, REPLACE STUB TO MANHOLE. INSTALL 264.3' 8" PVC SEWER 0 0.35% HORIZONTAL: 1 3" =50' VER11CAL: 1"=5' 7+00 -------- ------------- 8+00 9+00 11+00 12+00 13+00 SEWER -STORM DRAIN PROFILE ui U- worn 2 Wo z cwnawawvaw cc. 0 1211 i_ >U-- zo uj ao- o- 0- < < z z oj= Z UJ 2: z M c/) o co co j= w co >wM to sLL ICE wr: oz2d�0-06 "-wyoo<5oR z m3:__jv5xmK mw ffi t_ w oW;t WTO wxo 0 1— xw 2wz mw m z 0 5 0 LL. 9 z Z'o- 0 cr. a- 0 0 Lu w ww 0 C6 uwj � OW Lou CQ- uj m z 0 6 K 0 COL % 6 z 0:?-. w U5 23-- d w P 9 �] 2 'w w Gi >- > o 0 czo 3: cl) cr w ow ow lo--� 2w,- 0 0 F0 z ww -0 6 6 ucwo L- L§EZ ct) - W 0 <giw g cw0zo L4 o cz, > z'zo %wo a ui wo ffipw <"- 0 L co CL 0 c OcL c zwTtww(o)z<< E cL 'T z 'w'j wo uw- m z z 0z E �! o< ow WE 605 mw uw- CL w OTBJ�z-!J866oD z ct >- 0 LL W 2 -wr IE <dow000_-ol-- 0 1 CW6 1m-- :g ow >w _� mo R owwmDz<<oo 90m2Twmwcurfw 3:z > g 0 w < - >!� w 0 w w u -'z) o ww >w CDO > >:a �ul K r 0 - <tl 0 0 ::) 11) Fx Lu Z Z co w 0 0Z 0 w cr W a. w w C) w z co w w z 3 �_ F_ a CL �__ 0 0; w < SEWER MAIN TABLE PIPE LENGTH SIZE SLOPE END INV= BEARING Q 62.0' 8' 0.35% 344.60 N54'50'58 -W ayy c;+ c; o+, 50.6 e 0.35% 345.74 N55*20'55"W Q) 46.5' 1 8* 0.35% X.92 olff- S7T49'46 t Z w 1— 37.8' 1 8" 0.35% 1 347.82 S5T34!1 4*E HORIZONTAL: 1 3" =50' VER11CAL: 1"=5' 7+00 -------- ------------- 8+00 9+00 11+00 12+00 13+00 SEWER -STORM DRAIN PROFILE ui U- worn 2 Wo z cwnawawvaw cc. 0 1211 i_ >U-- zo uj ao- o- 0- < < z z oj= Z UJ 2: z M c/) o co co j= w co >wM to sLL ICE wr: oz2d�0-06 "-wyoo<5oR z m3:__jv5xmK mw ffi t_ w oW;t WTO wxo 0 1— xw 2wz mw m z 0 5 0 LL. 9 z Z'o- 0 cr. a- 0 0 Lu w ww 0 C6 uwj � OW Lou CQ- uj m z 0 6 K 0 COL % 6 z 0:?-. w U5 23-- d w P 9 �] 2 'w w Gi >- > o 0 czo 3: cl) cr w ow ow lo--� 2w,- 0 0 F0 z ww -0 6 6 ucwo L- L§EZ ct) - W 0 <giw g cw0zo L4 o cz, > z'zo %wo a ui wo ffipw <"- 0 L co CL 0 c OcL c zwTtww(o)z<< E cL 'T z 'w'j wo uw- m z z 0z E �! o< ow WE 605 mw uw- CL w OTBJ�z-!J866oD z ct >- 0 LL W 2 -wr IE <dow000_-ol-- 0 1 CW6 1m-- :g ow >w _� mo R owwmDz<<oo 90m2Twmwcurfw 3:z > g 0 w < - >!� w 0 w w u -'z) o ww >w CDO > >:a �ul K r 0 - <tl 0 0 ::) 11) Fx Lu Z Z co w 0 0Z 0 w cr W a. w w C) w z co w w z 3 �_ F_ a CL �__ 0 0; w < 11 �_ cp 110 At cq pz �- f) M p -JK x to o ®p(yLXAJ M �j E ayy c;+ c; o+, cr LLJ 360 1+ 1 0 ....... cr_ 0 uj w Z ............... 4 Z w 1— z I 2 L_Lj LIJ is Q w 0 ) (f) L < L > w W 36" INV N= -345 cr_ (345.82) 11 �_ cp 110 At cq pz �- f) M p -JK x to o ®p(yLXAJ M co-) z E ayy c;+ c; o+, z 360 1+ 1 0 ....... ............... 4 ........... . . . SEE ,NOTE ."A".350 7- I t 36" INV N= -345 (345.82) ............... ............... 340 ............... ............... ............... ;6" 79%. . . . . . . . . . . .* MIME# s-;.2_ lC�l0 d;p ATE 12/11/2014 PA JOB No. 13-2750H SHEET E 0 L 0- E r 0 OF 15 SHEETS 4 E z o ATE 12/11/2014 PA JOB No. 13-2750H SHEET E 0 L 0- E r 0 OF 15 SHEETS QQNSTB UCTION NOIM II x 0 pt 0 INSTALL SEWER MANHOLE 0 INSTALL SEWER CLEANOUT to + INSTALL SEWER 0 Cil' (OR000 INSTALL STORM DRAIN 0 INSTALL STORM DRAIN MANHOLE 9 INSTALL STORM DRAIN JUNCTION BOX V) INSTALL TYPE "A" CATCH -BASIN <w- u_ w z a a- 2P -0 0 z 00 w IOU- RIGHT-OF-WAY 181t t12, BOTANICAL DRIVE EX S EXISTING SEWER EX SD- EXISTING STORM DRAIN 71 EXISTING EDGE OF PAVEMENT F'14 A% SD STORM DRAIN STATION SS SANITARY SEWER STATION ALL PLAN VIEW STATIONING IS BASED ON CENTERLINE DATA UNLESS OTHERWISE NOTED. ALL SEWER LATERALS ARE 4" UNLESS OTHERWISE NOTED. ALL SEWER LATERAL STATIONING IS AT POINT OF CONNECTION WITH SEWER MAIN. ALL SEWER LATERALS ARE TO HAVE A MINIMUM OF 2.5' OF COVER AT GUTTER FLOWLINE AND A 2.25' MIN. - 7' MAX. OF COVER AT THE PROPERTY LINE. IN CUL-DE-SACS AND KNUCKLES, DISTANCES FROM LOT LINES TO SEWER LATERALS ARE ON CURVE ALONG STREET RIGHT-OF-WAY. 69*51'07"E- F- F_ 0 II II x 0 pt Z mv) 00 Z cr) 00 00 ;i. 0 ;;i� 0 .0 cow coz eco Lu LAJ 0 • •z U.) 0 to + z to z < u� < w 0 Cil' (OR000 V) STREET)///'., V) 4v) in INSTALL 400.0' 8" PVC SEWER 0 0.25% 6% WINDERMERE STREET SEE SHEET 3 m f) • x 0 pt 40 m 'cr) V)it ®z Z z 0 o cow coz eco < w • •z r.0 V_ 0 STREETNtN 0 (A 02 CD + +0 • V) STREET)///'., ry +6 LOcotn 8" INV=342.4 PLUG END) UJin WINDERMERE STREET SEE SHEET 3 m I w_A_74p__` - REET WINDERMERE ST SEE SHEE f 4 CONSTRUCT CL -3 RCP w/RGJ STORM DRAIN PLUG END (FOR LAGOONS)--,,,, fiW-Wm�- 18" INV= 346.41 f) ZD fLe !j ww zea 8LL z t ;;e cowo Oz ®z 60 0 < cow coz eco OO 0:: OZ 0 uitc) STREETNtN 0 OT +0 02 CD 0 U-) ul cn kx MORGAN PLACE,/ V) STREET)///'., ry +6 LOcotn 8" INV=342.4 I w_A_74p__` - REET WINDERMERE ST SEE SHEE f 4 CONSTRUCT CL -3 RCP w/RGJ STORM DRAIN PLUG END (FOR LAGOONS)--,,,, fiW-Wm�- 18" INV= 346.41 24" INV 345.81 REVISIONS APPRVIED: m V) FRED W. PORltR DATE RCE 33448 MARIAN P. SHAW DATE RCE 32178 18" INV S -NE -N= 346.31 Lei a IT, m WXMA A N.T.S. FUTURE TRACT 7254 (BY SEPARATE PLANS) IM0 N I Vol 10M i�q f) ZD :1LE ww zea 8LL z t ;;e 00 00 r - ®z z < cow coz eco C) OZ 0 QWPRIVATE 00r., STREETNtN + 02 CD LO cn kx MORGAN PLACE,/ A A (FUTURE STREET)///'., ry +6 LOcotn 8" INV=342.4 PLUG END) UJin 24" INV 345.81 REVISIONS APPRVIED: m V) FRED W. PORltR DATE RCE 33448 MARIAN P. SHAW DATE RCE 32178 18" INV S -NE -N= 346.31 Lei a IT, m WXMA A N.T.S. FUTURE TRACT 7254 (BY SEPARATE PLANS) IM0 N I Vol 10M i�q W, as^*Sjl m � %among== am V.- astawwwwo =z 7 aillimmusism ;w allaimmulaw ma I - - - - - - - - - - - - - - - - - - - - -- - - - - - - --_k._,.._____- r - - - - - - - - - - - - - A FUTURE TRACT 7246 (BY SEPARATE PLANS) 84A 5E COLLINGWOOD DRIVE SEE SHEET 9 I V1 I I rHASES 1 21 (PRIV ATE) INSTALL 273.0' INSTALL 380.0' 8" PVC SEWER 0 0.35% 8" PVC SEWER 0 0.35% 00 ZD 60+6100 ww zea 8LL z t ;;e ui ®z LAJ cow coz eco N 0 OZ 0 to '00 Op 08 Z 02 CD Z M C�06 OOLO cr- C3 6 ry +6 LOcotn w V) + r- r + -� UJin (n (n V ) FUTURE TRACT 7254 V) FUTURE TRACT 7246 43-0t, 1- (BY SEPARATE PLANS) <w- u_ w z a a- 2P -0 0 z 00 w IOU- 5' 12'! 1, 181 181t t12, BOTANICAL DRIVE 0 5'#17'1111 j4'I 114'1 15' .1 S W M I rn!I I w ti 0+1 0 S tw ul w LL 71 40p to 00 IN 7 9w0wdw><u-z% W F- 0 W >:c/) wo�-p=)zzww F- uj z _j 00 Lu W, as^*Sjl m � %among== am V.- astawwwwo =z 7 aillimmusism ;w allaimmulaw ma I - - - - - - - - - - - - - - - - - - - - -- - - - - - - --_k._,.._____- r - - - - - - - - - - - - - A FUTURE TRACT 7246 (BY SEPARATE PLANS) 84A 5E COLLINGWOOD DRIVE SEE SHEET 9 I V1 I I rHASES 1 21 (PRIV ATE) INSTALL 273.0' INSTALL 380.0' 8" PVC SEWER 0 0.35% 8" PVC SEWER 0 0.35% POR ERI33448 DATE A.C.A5. NO. 67008 DATE IV210111w.lili I INSTALL 42.3' 8" PVC SEWER 0 0.35% INSTALL 368.0' 8" PVC SEWER 0 0.135% HORIZONTAL: 1"=50' g -s VERTICAL: 1 "=5' 00 C) tQ 11 F- 00 111-- 0 It 4k,ritz rl k x => cr 0 W UJ m -j Lu 0 - cou) 0 V) Oull 0)(n OU) 0 Ow bu) -0 (zn OV) C:> OZ 0z :r OZ 2: 0z 0z C) Oz 0 1-:0 (nz z c;0 z Z **-to z C140 C_� cc) < . c.> < z C50 z ��o z trio z (0 00 v-- 0 < U-) (0 0 t1t) cq C) 00 :2 0 C:) c� U-) ul) C) Z coq w 0 000 Oro 0 pe) V_ . !V C) c� . of wito C) U-) C; a :D V7 V-* U.) (::�o6 dci uiv.- '0 V5 00 1�_ 00 W 00 co vi ci co yj -4. r� a6 00 fn r-, + OT w I,*- + (0+ + (n oU +6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . +Cco. + + + UJ + + ui 36®. ...... 0 ...... ... + ...................................... + Coto ... 360 0) C) . . . . . . +C> +C,4 0) Lo oo LO N LO U-) to tc) (0 to Vt 8 ul ® V) V) V) Ull U) v) (n V) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... X . . . . . . . . A A PP ROXIMA TF DES/ON GRADE ABO SEWER AND STORM DRAIN --------------- ---------------- ---------- ---------------------------- V ............... ------- 7 ................ .................................................... ..... . ..................... .................. '355 355 ...... ................................. ......... 411 ------------------------------------- ------ --- --- I P ---------------------------------------- - ------------------ ---------- ...... ................................... ........... ..... ...................................................................................................... ...... .................................... ..................... ..... 350 . ......... ..... . . . ...... ........ .................................................................. .................................... .. ... .......................................................... ..... 350 18" INV ISI ---SW= 346.38 ............ ............... ........................................................ ..... ................................................... ...... ....... . ...... . ......... .... ........ INSTALL PDROP CONNECTION" 24" I�V= PER C.O.B. STD. SW -4 344.60 345. INV E- 24` INV E W1 24"-INV.w*=INV ....... ......... 18" INV 345.81 - . 345 345.74 " 8- INV N- 345.58 346.31 INSTALL .DROP ONNECfON PER. C.0,13. STD..DWG. SW -4 344.83 INSTALL "DROP CONNECTION" . . . . . . . . . . . . . . . . . . . . . . . . . . .PER C.O.B. STD. DWG.* SW -4 .. .............. ...... ....................... I ............. ............................................................ ...... .............................................. ...... . . 8 NV N- 8"- INV Sf� 342.29 3,,V2.17 340* INSTALL' "DROP 'CONNE&ION" . ... .............................. . ................. ...................................... 340 w .......................................... . ...... .................................. ... .. kA PER C.Q.B. STD, DWG. $W-4 wow= lb -7-7-7-7--7. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8" INV* S -W DtK -337.25- V 334.89 12" INV N= 335 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. INSTALL 196.6! 24 - INSTALL *81.2' 24" INSTALL 59.4' 18" CL -3 RCP w/RGJ STORM, DRAIN 00.08% :CL -3 RCP wLRGi .]__�L-3 RCP w/RGJ-' 3 30, ... ................................... STORM. DRAIK 0 0.08% _. ISTORM DRAIN 0 0.1.2t 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 59+00 60+00 61+00 SEWER -STORM DRAIN PROFILE d 2 LU U_ U- aui �E 8 10- ww 58 59 co - 6b 60+6100 ww zea 8LL z t ;;e ui ®z W% 0") L0 AN 90h (0 vi N 2 N 0 1 f6i E co :;� 5 (D ie was 65 3: 2 Z!� W (f) � twu jF 3:;� Z ul Z-- to '00 I + 01 r- L0 C) .1 Q oc>:2 1 1 04 1 2.) 1 z on 00 CAI 1 cn cn co I V) + I CIO I 51 I 1 (Coto 00 V) I ++ ui c> (n Coco0 W (do V) FUTURE TRACT 7246 V) ' 11 41 1 18 4 1 ► <w- u_ w z a a- 2P -0 0 z 00 w IOU- (BY SEPARATE PLANS) 01 0' BOTANICAL DRIVE 0 5'#17'1111 j4'I 114'1 15' .1 C) 0 M I rn!I I w ti 0+1 0 SEE SHEET 14 ul w LL :4 ow ted ala. ftj If ll LLj 0 9w0wdw><u-z% W F- 0 W POR ERI33448 DATE A.C.A5. NO. 67008 DATE IV210111w.lili I INSTALL 42.3' 8" PVC SEWER 0 0.35% INSTALL 368.0' 8" PVC SEWER 0 0.135% HORIZONTAL: 1"=50' g -s VERTICAL: 1 "=5' 00 C) tQ 11 F- 00 111-- 0 It 4k,ritz rl k x => cr 0 W UJ m -j Lu 0 - cou) 0 V) Oull 0)(n OU) 0 Ow bu) -0 (zn OV) C:> OZ 0z :r OZ 2: 0z 0z C) Oz 0 1-:0 (nz z c;0 z Z **-to z C140 C_� cc) < . c.> < z C50 z ��o z trio z (0 00 v-- 0 < U-) (0 0 t1t) cq C) 00 :2 0 C:) c� U-) ul) C) Z coq w 0 000 Oro 0 pe) V_ . !V C) c� . of wito C) U-) C; a :D V7 V-* U.) (::�o6 dci uiv.- '0 V5 00 1�_ 00 W 00 co vi ci co yj -4. r� a6 00 fn r-, + OT w I,*- + (0+ + (n oU +6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . +Cco. + + + UJ + + ui 36®. ...... 0 ...... ... + ...................................... + Coto ... 360 0) C) . . . . . . +C> +C,4 0) Lo oo LO N LO U-) to tc) (0 to Vt 8 ul ® V) V) V) Ull U) v) (n V) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... X . . . . . . . . A A PP ROXIMA TF DES/ON GRADE ABO SEWER AND STORM DRAIN --------------- ---------------- ---------- ---------------------------- V ............... ------- 7 ................ .................................................... ..... . ..................... .................. '355 355 ...... ................................. ......... 411 ------------------------------------- ------ --- --- I P ---------------------------------------- - ------------------ ---------- ...... ................................... ........... ..... ...................................................................................................... ...... .................................... ..................... ..... 350 . ......... ..... . . . ...... ........ .................................................................. .................................... .. ... .......................................................... ..... 350 18" INV ISI ---SW= 346.38 ............ ............... ........................................................ ..... ................................................... ...... ....... . ...... . ......... .... ........ INSTALL PDROP CONNECTION" 24" I�V= PER C.O.B. STD. SW -4 344.60 345. INV E- 24` INV E W1 24"-INV.w*=INV ....... ......... 18" INV 345.81 - . 345 345.74 " 8- INV N- 345.58 346.31 INSTALL .DROP ONNECfON PER. C.0,13. STD..DWG. SW -4 344.83 INSTALL "DROP CONNECTION" . . . . . . . . . . . . . . . . . . . . . . . . . . .PER C.O.B. STD. DWG.* SW -4 .. .............. ...... ....................... I ............. ............................................................ ...... .............................................. ...... . . 8 NV N- 8"- INV Sf� 342.29 3,,V2.17 340* INSTALL' "DROP 'CONNE&ION" . ... .............................. . ................. ...................................... 340 w .......................................... . ...... .................................. ... .. kA PER C.Q.B. STD, DWG. $W-4 wow= lb -7-7-7-7--7. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8" INV* S -W DtK -337.25- V 334.89 12" INV N= 335 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. INSTALL 196.6! 24 - INSTALL *81.2' 24" INSTALL 59.4' 18" CL -3 RCP w/RGJ STORM, DRAIN 00.08% :CL -3 RCP wLRGi .]__�L-3 RCP w/RGJ-' 3 30, ... ................................... STORM. DRAIK 0 0.08% _. ISTORM DRAIN 0 0.1.2t 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 59+00 60+00 61+00 SEWER -STORM DRAIN PROFILE d 2 LU U_ U- aui �E 8 10- ww 58 59 co - 6b 60+6100 ww zea 8LL z t ;;e (y) cy) Uz z Q� u um, CTS 0 Lu rn, c3l; >; W% 0") L0 AN 90h (0 vi N 2 N 0 1 f6i E co :;� 5 (D ie was 65 3: 2 Z!� W (f) � twu jF 3:;� Z ul Z-- to '00 I + 01 r- L0 C) .1 00 1 00 (D 01 + 00 0 m ul .1 LO 1 00 0 + 0 2 1 1 04 1 2.) 1 z cn 001 001 + I r- 00 CAI 1 cn cn co I V) + I o6i (n + I I 51 I 1 t0l 00 V) I 0) tni 11 w wz)- *K z i cr, Ow ui Lu < F UW- W (do < E9 FUTURE TRACT 7246 w uwl 2 ucl, = 00 cm) ' 11 41 1 18 4 1 ► <w- u_ w z a a- 2P -0 0 z 00 w IOU- (BY SEPARATE PLANS) BOTANICAL DRIVE z 2!a!y8ffi0w66E C) 0 < SEE SHEET 14 z Uzi u0j ow >_ 0 w LL :4 ow ted ala. POR ERI33448 DATE A.C.A5. NO. 67008 DATE IV210111w.lili I INSTALL 42.3' 8" PVC SEWER 0 0.35% INSTALL 368.0' 8" PVC SEWER 0 0.135% HORIZONTAL: 1"=50' g -s VERTICAL: 1 "=5' 00 C) tQ 11 F- 00 111-- 0 It 4k,ritz rl k x => cr 0 W UJ m -j Lu 0 - cou) 0 V) Oull 0)(n OU) 0 Ow bu) -0 (zn OV) C:> OZ 0z :r OZ 2: 0z 0z C) Oz 0 1-:0 (nz z c;0 z Z **-to z C140 C_� cc) < . c.> < z C50 z ��o z trio z (0 00 v-- 0 < U-) (0 0 t1t) cq C) 00 :2 0 C:) c� U-) ul) C) Z coq w 0 000 Oro 0 pe) V_ . !V C) c� . of wito C) U-) C; a :D V7 V-* U.) (::�o6 dci uiv.- '0 V5 00 1�_ 00 W 00 co vi ci co yj -4. r� a6 00 fn r-, + OT w I,*- + (0+ + (n oU +6 . . . . . . . . . . . . . . . . . . . . . . . . . . . . +Cco. + + + UJ + + ui 36®. ...... 0 ...... ... + ...................................... + Coto ... 360 0) C) . . . . . . +C> +C,4 0) Lo oo LO N LO U-) to tc) (0 to Vt 8 ul ® V) V) V) Ull U) v) (n V) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... X . . . . . . . . A A PP ROXIMA TF DES/ON GRADE ABO SEWER AND STORM DRAIN --------------- ---------------- ---------- ---------------------------- V ............... ------- 7 ................ .................................................... ..... . ..................... .................. '355 355 ...... ................................. ......... 411 ------------------------------------- ------ --- --- I P ---------------------------------------- - ------------------ ---------- ...... ................................... ........... ..... ...................................................................................................... ...... .................................... ..................... ..... 350 . ......... ..... . . . ...... ........ .................................................................. .................................... .. ... .......................................................... ..... 350 18" INV ISI ---SW= 346.38 ............ ............... ........................................................ ..... ................................................... ...... ....... . ...... . ......... .... ........ INSTALL PDROP CONNECTION" 24" I�V= PER C.O.B. STD. SW -4 344.60 345. INV E- 24` INV E W1 24"-INV.w*=INV ....... ......... 18" INV 345.81 - . 345 345.74 " 8- INV N- 345.58 346.31 INSTALL .DROP ONNECfON PER. C.0,13. STD..DWG. SW -4 344.83 INSTALL "DROP CONNECTION" . . . . . . . . . . . . . . . . . . . . . . . . . . .PER C.O.B. STD. DWG.* SW -4 .. .............. ...... ....................... I ............. ............................................................ ...... .............................................. ...... . . 8 NV N- 8"- INV Sf� 342.29 3,,V2.17 340* INSTALL' "DROP 'CONNE&ION" . ... .............................. . ................. ...................................... 340 w .......................................... . ...... .................................. ... .. kA PER C.Q.B. STD, DWG. $W-4 wow= lb -7-7-7-7--7. . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8" INV* S -W DtK -337.25- V 334.89 12" INV N= 335 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. INSTALL 196.6! 24 - INSTALL *81.2' 24" INSTALL 59.4' 18" CL -3 RCP w/RGJ STORM, DRAIN 00.08% :CL -3 RCP wLRGi .]__�L-3 RCP w/RGJ-' 3 30, ... ................................... STORM. DRAIK 0 0.08% _. ISTORM DRAIN 0 0.1.2t 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 59+00 60+00 61+00 SEWER -STORM DRAIN PROFILE d 2 LU U_ U- aui �E 8 10- ww w "-0%6 ww2mwg z z 0 ww zea 8LL z t ;;e (y) cy) Uz z Q� u um, CTS 0 Lu rn, c3l; >; W% 0") L0 AN 90h (0 vi f2U- C/) z %of 1 f6i E co :;� 5 (D ie was 65 3: 2 Z!� W (f) � twu jF 3:;� Z ul Z-- uj Z ® �. LL Ui X C>!2 L L 0 1-- c 2u 10- � =,--: cq w ci z ® '""s. > -6(0 a) ir_ 2 Wz U- c/) ow. 0 0 co 0 al 00C 55 iz 0:c u0 -j 'V) 4) cy) z w wz)- *K z i cr, Ow ui Lu < F UW- W (do < E9 oe$ W (D (y) (D 0 z wow L_ w uwl 2 ucl, = 00 cm) Ix -6-4 N <w- u_ w z a a- 2P -0 0 z 00 w IOU- Z ce) uj W C\J (0 (0 z 2!a!y8ffi0w66E C) 0 < 0 z Uzi u0j ow >_ 0 w LL :4 ow ted ala. > U- LLj 0 9w0wdw><u-z% W F- 0 W >:c/) wo�-p=)zzww F- uj z _j 00 Lu 'T 'x T, co LLJ (r) 0- F- 0 0 9! < DATE i 12/11/2014 PA JOB No. 13-2750H Im -ow - c 0 ESHEET 0 E 1-11 r 0 LO OF 15 SHEETS _T2 LO ` V 5 w W tt � 0 CL w w C5 => nzo m z z w LL w c� L 0- ala. > w DATE i 12/11/2014 PA JOB No. 13-2750H Im -ow - c 0 ESHEET 0 E 1-11 r 0 LO OF 15 SHEETS _T2 LO ` V 5 w c:> C5 => nzo m ce- 0 ww Of LLj 0 F- cn LLJ (r) 0 :> ui DATE i 12/11/2014 PA JOB No. 13-2750H Im -ow - c 0 ESHEET 0 E 1-11 r 0 LO OF 15 SHEETS