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HomeMy WebLinkAbout4067-2......... I � d I ' 56+25.66 C L M.H.= 68+24.50 C L I -4- ROM 00.00 LATJA-12925.88TC W=21'; V=5.68' ( - �- - H WS ELEV. =924.5 +47 t S-0.0100 - -; - -- HYD. DATA I> - r 4100 26.,3CF$ z co a z 3- - i } Nu U �O U j I I - OO N i I i I +o +o_ i OC4o Opo I I 1 I i I t I i . . i I r 1 f -- ;- --- r m} -- IT_i • I ; � � t t i_ I f , •--��- 1 4-- 333!!! l f I i ( Ii 7- a� DOSTING F SURFACE INSTALL 1 I•.73 L.F. T- Y _ - -� o N- - -- { - _ _ _ _ OF 30 R.C. D-1500 - - t� Z__ } -� - W _ _ ' j _ - �_�'- I 1 M 9 9',� ( - -� t 114- ` m f j j i ' j j i i e _L-__...._!-._> n 1 + I 1 f Cr � i i i i � ito 11 ► - P o J I i 1 I j t i GL10 LATERAL A 12 i _ _ _ H I - -' ! Jo 00o U PROPOSED FINISHED + --{ U r7 0 ( i i i 1 4 _ 0 SURFACE O CA OF S.D. _ I CL cr_o z w I- Q U I i cD CJ�W U +�Z� �� - 2 - f ff J �> e - ( ! 1 r� I t i t j I i t DOSTING FINISHEDF_ LO U -i rn a + r�00 X � SURFACE ; i { � t - - S.0.0110 _ j i . N oN._ co t I I I HGL100 - _ _HYD. DATA o oma, - NII ' P Q W + II r N r` - - - _ - t ! f co > c,4> Q100=26.3CFS i + + u rn i I , _ -- oz 00 + �o�-- > r� -i - - -{ -- -- - --�-_k - � r5 cv oo c_i o V100= 5.4FP S of _ CAUTION.. Q Z I� Z � w _ _ T_ (O CO N CO6 I ' ! r + CROSSING I - - m.�t - f; _ - - f -i- o+ ao oo ao 1 _,. j _�_.f. WS EL V. o r� ro0 r- -- rn rn kn (.0- v) s _ 'z t w x _ .0105 - ----4n----HYD. DATA EXISTING 24" VCP SEWER ems._. m� - -- --- -- - ' i > > - Q100=43.9CFS �_ PER DWG. NO. 1678 �. 1 __�_._-fje.. L e-� { 5 i i O - Z z_- V100=8.9FPS I _ i I GL100 CD- ? - --r - I ! HGL1 p0 `� v S= 0050 - - f -HW. ©ATA _ - - + cN". 00 � { - - _ I E I ! HGL100 Q100=43.9CFS - N -{ - - o V100=8.9FPSf + -�- i f I i i -- - - -- - --r- r > ca > S=0.0100 1 ! { YD.- DATA �° i� - EXISTING 24" VCP SEWER Q100=43.9CFS A + L E PER DWG. N0. 1678 i _ �- 6 ` at- { +-al- I _ I F - HYD. DATA ` PROP. 6 SEWER - qr r- ; I 4 LATERAL rn in I P I j w s j I i I i I I 1 l > I 69//V100=1.3.2FPS-- rn + rn __ :-_ 1_._ _ __ _ _ �.---+- __ ___ _ .__ INSTALL 03.63 LF. OF 30 R.C.P. D-1500 INSTALL 345.34 LF. OF 30 R.C.P. D-1500 INST 305.57 LF. OF 30 R.C.P. 1500 w1100-�5 s PS C14 10rn - , ( ) - - ( �- ) INSTALL 10.76 LF.' _ C) 00 �.. _ EXISTING 54" RCP- �._ PER DWG. NO. 3096 �1" 6� JOIN EXISTING I I -_ 46 47 48 49 50 51 52 53 E LINE "A" STORM DRAIN O _ {{ _ T 54 55 D r - m I I �o 0 4 O �0 w �Z Cl- APN: 0238-101-65 � LO o � o< _� _ Q U o J C' SECTION 29 _- _-_- - ? M N SECTION 28_- a Zo JZw CAUTION!!! 58 - Q Q 59 X Q w o-- CITY OF ONTARIO 60 PROTECT NGTE HPLACE 61 5 "' 62 EXIST SEWER 63 o N00'13'25"E cn po > w CITY OF FONTANA o - - ,� HOZ Ln Ld Zo PROPOSED 6" SEWER--,,, N EXIST GAS -- w r- U_ CAUTION! ! ! �, _ R EXIST E-A 55-" SD EXIST CURB EXIST WATER LO REFER TO STORM DRAINS 48 & GUTTER 49 cD 50 51 350 1 DRAWING NO. 30� - " - - - - EXI TO BE REMOVED-� PROPOSED CURB & GUTTER -,.EXIST PP TO BE REMOVED-` 52 64 4 SECTION LINE -- I I Y- LL PROPOSED STORM DRAIN r PROPOSED R/W s "A"/ » m Z 0 SEE ONSITE STORM DRAIN C L LINE A W PLANS FOR CONSTRUCTION STORM DRAIN APN: 0238-111-30 co N � W v~i N m X O W W W APN: 0238-112-49 EXIST P/L I EXIST 54" S.D: I I Y STORM DRAIN CONSTRUCTION NOTES: Ld 01 CONSTRUCT 30" RCP D-1500; INSTALLATION & BEDDING PER DETAIL ON SHT. 1. APN: 0238-101 -64 ETIWANDA AVENUE 66 OF 30 R.C.P. D-1500 `�{p II ' _ II (t 1 t I I ! j j INSTALL 14.73 LF., F 24 R.C.P. (D-1500) f LlLATERAL A 56 57 " 54 �J 55 310,23, 56 1 .43 0 BE REMOVED PP TO BE REMOVED PROPOSED CURB & GUTTER PROPOSED R/W 2 �� A-11 4 ~ z F z 5"-5" 3fi M.H. SHAFT 5" 4.67' 5" 10" 10" 3' 17 11 _ 2.33' _I _ 2.33' C N O cn cn O2 CONSTRUCT 24" RCP D-1500; INSTALLATION & BEDDING PER DETAIL ON SHT. 1. LINE APN: 0238-081 -51 SECTION 29 STORM DRAIN SECTION 28 i. -:m '0 - LATERAL A_12 30•SD 69+16.62 ETIWANDA AVENUE 14.73' 1 =10+00.00 DAHLIA STREET f OF ONTARIO 67 EXIST SEWER 5 6 5 ZN45-13'25"E PROFILE THIS SHEET 69 70 OF FONTANA ! APN: 0238-112-17 - o u O � - 0C) kn O� p C'4 EXIS F.H. EXIST GAS 'o d'� Q `t U N 00 00 cD + J -U( +J Y,°� � + 4"G 1.16' c�DU3rn 3 C�DU�rn 3 00 `D - 10"W - t -EXIST WATER EXIST CURB r 5„ EXIST PP AND GUY " 54 �J 55 310,23, 56 1 .43 0 BE REMOVED PP TO BE REMOVED PROPOSED CURB & GUTTER PROPOSED R/W 2 �� A-11 4 ~ z F z 5"-5" 3fi M.H. SHAFT 5" 4.67' 5" 10" 10" 3' 17 11 _ 2.33' _I _ 2.33' C N O cn cn O2 CONSTRUCT 24" RCP D-1500; INSTALLATION & BEDDING PER DETAIL ON SHT. 1. LINE "A" STORM DRAIN III i. -:m '0 F_:m (0 oro SECTION VIEW N4513 25 E 14.73 cn cn cn rn PROFILE THIS SHEET i. -:m '0 F_:m (0 iii iii m ! APN: 0238-112-17 o u O � >� 0C) kn >FU p EXIS F.H. a �U O 'o d'� Q `t U N 00 00 cD + J -U( +J NIn � + 1.16' c�DU3rn 3 C�DU�rn 3 00 `D EXI T PP r 5„ 5" 3 M.H. SHAFT DAHLIA STREET -I �'3". 9" PROP. 30" RCP STORM DRAIN I I PROP. 30" RCP STORM DRAIN 1 STA. 47+43.54 4.5' 6.15' Of r1cowpawl- A NORTH ELEVATION ti� TERESITO N. c4 TABIOLO LU No, 38826 T 2•ZS•o 3 O STRUCT CONCRETE CATCH BASIN PER APWA STD. PLAN NO. 300-2, W oc V PER PLAN. Exp 3-31-09 sT CIVILP �iZ��l'f0 '(�,13101.d STA 47+38.87 TO STA 56+27.83 MODIFIED APWA M.H. STANDARD DETAIL NO. 320-1 gTFOF: Cn�IF 12GL � p• 2j. CJI- L O CONSTRUCT STORM DRAIN MANHOLE PER APWA STANDARD DRAWING NO. 320-1. MODIFIED PER DETAIL ON SHT. 2. 80 120 let = 4' O CONSTRUCT STORM DRAIN MANHOLE PER APWA STANDARD DRAWING NO. 321-1. SCALE: 1 INCH = 40 FEET BENCH MARK: BASIS of BEARINGS: Underground Service Alert CITY OF FONTANA CALIFORNIA SHOULD CONSTRUCTION OF THE REQUIRED QROFESSIO, KCT CONSULTANTS INC. TOP OF 3/4" I.P. WEST 1/4 COR. SECTION 28 BASIS OF BEARING IS THE CENTERLINE OF FORE ��� ��F Civil Engineers -Surveyors -Planners T.1S, R.6W. AT THE INTERSECTION OF DAHLIA STREET AS SHOWN BY TRACT MAF G can: TOLL FREE IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS �� STORM DRAIN IMPROVEMENT PLANS ETIWANDA AVE. AND SANTA ANA STREET. NO. 8554, ON FILE IN BOOK 123 OF MAPS, OF THE DATE OF APPROVAL SHOWN HEREON AND co y P.O. Box 5705 Riverside, CA 92517-5705 cD TERESITO N. TABIOLO r� 4344 Latham St., Suite 200. Riverside, CA 92501 DRAWN BY: ETIWANDA AVENUE SCALE: ELEVATION 941.95 PAGES 13 THROUGH 17, THEREOF, RECORDS w m Phone: 951-341-8940 Fax: 951-341-8945 1 "=40' OF SAN BERNARDINO COUNTY, CALIFORNIA, 1-800 CARRIED FORTH IN A DILIGENT MANNER, THE CITY RCE No. 38826 e-mail: kctinc@kctconsultants.com ND LI_ A STORM DRAIN BEING N89`27'25"E. ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Exp. 3-31-07 re ore Under The Su ery ion Of DESIGNED BY: DATE: 227-2600 Kf.00jev jgK&WIh1(� 2 -?,2 3 3 s P p P RC A 4/7/+38.V T T 56+27.83 04/12/06 1 MANHOLE DETAIL. DRAIN TO GO UNDER FIRE LINE; REVISED O BRING THEM INTO CONFORMANCE WITH CONDITIONS 9TF clvl� �F4��\ Date :�0�Z7-� CHECKED BY: APPROVED BY: DWG. NO.: 2 TWO WORKING DAYS BEFORE YOU DIG REV. REVISION DESCRIPTION D E ENGR. CITY DATE AND STANDARDS IN EFFECT. OF 4067 TT RESITO N. TABIOLO R.C.E. 38826 EXP. 03-31-07 W.O.: 1335-02 C Y ENGINEER R.C.E. 51152 I ATE 3