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HomeMy WebLinkAbout3817-7PA . � ,- _-_ -.. _ _ _ _. _ . _ _ _._-- __._._-_--.-,_-• -_ >M .._. _ ._ _ . _ -_ _ __ _ _. _ _.._. _ _ __._ _. _ __--- --_ • -.- -. _--..__-- __ _ . _ _...__ .. __ a __- __.. __. _ __. _ .. _ i , 1 , i , i 111 , • . f + t , , � I � , i t _ I *CONTRACTOR TO, POTHOLE AND I ( ; -IF---.._...._cry �1T ' Tb CONSTRUCTION __.___._.__---. IN CONFLICT, FONTANA ATER v_ - pyo' - - -- - r -COMPANY WL -RAISE W L. EXI ENCASE ICONCRETE_� NG G -- -- � ' • ' o N GROUND ANG EXI� i — — FINISH. GROUND GaOUND ___.._ �__� __. •_- __ __ _4__.-�_ .__._.___ I .�� _ _ � -__'_: .,. _._-..-.- ' .-`_- -...� ._.' � -�i `- � � � ;- -�- - -Ia • coo - - - - --- © OVER S.D. , + - I --- fJIM - SD jtSj{ • S_ 2 :77,—__ ^^-.y —Yom___- -_ - Ir+,.wr..a� —` •-_ -_••"_ _ ___ ... ... _ __. ._. I H. G.L. 1g& aJ , J• ^ r _ ._ MT4 3 r �, '�6 , - - . I . _ - -^ NOTE:-, A OFF---RATES-­- CID _ (35 f _ 0 "- _ _ pe) __ _ . __ __, ._ "_ . i -� 1 StTE FLOW i ATES + �,-10 V.C.P-.`SE f� MAIN -- : ___ __ . ____-__ __ _- _1 -• -- _ ______. . ___ . __ _,--___�_,._ _ _ . _'WERE. OB AINED _ BY HALLi_& ,_ __ _ m f r OLO • ___.__�-_ _._._ ._ ._.. _ _ ___._ _ �.-_ _ - - _ `_ I-. __ _ _ -- - __ -. �_ _ _..-_-�- ._„ _.'- _._- - -_ _ _ L _ o o PER TRACT 1 67$ FOREMAN M TER DRAINAGE ; �� c3, - I £ _ _ I _ _ I ♦ate aGiS - - -- - - ~SANITARY SLUR. PLANS, - -' -- a - -- -- - --, - - - STUDY - _ - - - _ N rn - - r /I�"•Zo Fd 3K* Q, cc> _ /� •te 'CF.� 7 6 -- + - ..- - , _. . _._ ._ ___,_.__-..____ _ �+_ _,w .______ i _ ' _-__ _____ 1 + .. _ ._ ._ V =10.33 FPS _- ._ ' V r 10.33 FPS + © tc7 1 ,o _ _ /1� 40 _. _ __ _. ____ ___ ___._._ . ___ _ . .-_.-_ _ -_ -_ -_- .__ u._�_ _ -_ _ _ _._ __..__. 1� _ _.. _ V 1Q 33 ;FPS _ - _ __- _ + > r `FPSI y 1P O - - _ ... ^ _ _ j - $ i t ' i 1 E LLI i . _ ..-10":V,C.P.- SEWER MAIN ° >' 1 i ! }- a n. _'.__ '._;_.._ a cy i ow- a ER. TRACT 16678 n- z _; __-N. 1 1 w- ! Q z" $AtATARY SEWER -PLANS,_ _ z 40 Q _w -_ .,_ M_..._ _ .. _ .._ _ .. _ _. c� ..._ _ _ _ _ _ _ WG NO. 3816 _- .._ _ _ t_ .._� _ . -_ _ _M . �'' °° _ _ ,._ _ ._ + ` f w s z + ; _. _ __ ..._- _ _ . _ __.____._� _ { w INSTALLr29 .25' 42";R.C.P.(D-1350) INSTALL.2 32' 42" R.C.P.(D-1350) _ -- INSTALL 294.50' 1427 R.C.P.(D-1350) ! w m INSTALL 294.50' 42" R.C. .(D-1350) INSTALL • 142.62' 2" R.C.P.(D-1350) ° `� -- 9f4• _-_ 1.._ , F -LINE PROFILE t i J _ SCALE: 1 VERT. SCALE: 1 " = 4' 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00 69+00 70+00 71+00 72+00 73+00 ST. STA. 11+01.88 1M=14, V=5.85 No 65�..t� ----Q1DQ=5..0.. CFS W!' K`oma°� ST." LUT, 1+00 12400 -- V) CID W.................. ........ Q W A w a 3 ON SHEET 6 TA +1 A AA A=56.4", B=24" C=4.09 8 D1=42", D2=42'x' Q O DIAL TWO WORKING BEFORE DAYS BEFORE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT TRACT NO. 9862 MB 148/77,78 , ftcomm Ew IZ.E YAM NOTE: FONTANA WATER COMPANY TO PROVIDE 1' MIN. BETWEEN WATERLINE do STORM DRAIN OR CONCRETE ENCASEMENT AT WATER COMPANY'S DISCRETION. SEE ENCASEMENT DETAIL ON SHEET 6. TRACT NO. 16678-2 i •; wl. 1 PROPOSED R W00 ' -_ ____--- .............................................. 10 V.C. - t�AAd - . rt -t 11 - -- CIA PUNS, WG NO. 3816 q = ST. t � 13+00 t - C; ----14+00 - y �r fp ., .»....,.. _ _, , ,. M) . t--"' ........... N _r • 6 ' 19 EXISTING R/W Hoff- f 0V ,Ca w" / #&VzX Pm/wE RM/ OV- S Al,a1WA1_ Q ~ nV OW </,ftr of rloo STRUT eP = .S/• AV CFS MANILA DRIVE ............................_.. _ V LINE "A" �, TRACT NO. 16678-3 ST. STA. 17+53.37711 s W=28', V=6.73 CB N0.10, CASE -,A -ice.9 99S w� -�.�.�--1�-.-�wa_ 1��.,. �I, JI J�w....__/I�.. ww" __�www� Aw�l�,,,,,. •� -- — — — ._,._, _._...._._.. — — -•--•` -- -_ - _... — — ••••• — — — — — .,___ -•--" — — — — — -- -- •-- ---- --------------- 10" V.C.P. SEWER -_MAIN -PER n• %Ym C I T6678`"SAMMARY•SEWER o F m PLANS, DWG NO. 3816 C _ _ .•r _. _-_ to#00--_ ____ _ - 104nn _ _ _ _- -. f -. _ _ . __ _. _ -►inn t - - - --- _-._-- _ _ ..... ....... .. . LATERAL "A- " 5EE PROFILE ON SHEET 6 TRACT NO. 9862 STA 67+62.22" 8 MB 148/77,78 A=56.4 , B=24 C=4.88 D1=42", D2=42'� CONSTRUCTION NOTES o r i - - T N rr +00 ; 1,'� 22 UO - . �:�.,., -23+00.224 -- - ------------------- 6 S � 19 , EXISTING R/W�- 10A I �Cl�GabtO 40mW/Af •134011111 ,JL REV• REW" DESC WIM DAIS I ENG_. CITY DALE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. Prepared Under The Supervision Of : I Crouse/Beers & Associates, Inc. Engineering * Surveying * Planning * Construction Management 2191 5th Street, Suite 200, Norco, Co. 92860-1967 (951),,7A"2040 Fax (951) 736-5292 R.C.E. No. 23796 EXP. 12/31/05 DATE GRAPHIC SCALE 40 0 20 40 80 160 SCALE 1*- 40' CITY OF FONTANA, CALIFORNIA TRACT No. ..16678 • STORM DRAIN IMPROVEMENT • OFF - PLAN '1 7�ROFILE DAM 11 CHEC,KED BY: � - ffloold r,. :7tU_TT�7�1�`:T�7��'�:It>�•�i1•i���7�1iPM E O CONSTRUCT STD. MANHOLE PER A.P.W.A. STD. PLAN 320-1, DETAIL ON SHEET 11 TRENCHING PER CITY OF FONTANA STD DWG NO. 131 CONSTRUCT 24" R.C.P. (D-1350) SD LINE TABLE LINE BEARING LENGTH © SAW -CUT AND REMOVE EXISTING PAVEMENT ^ftV "P/fr 7v7ft Q^, = /O�.ZO CfS E N 00'08'32' E 1269.09' ® CONSTRUCT JUNCTION STRUCTURE PER A.P.W.A. STD. PLAN 331-2, DETAIL ON SHEET 10 N 55'55'02' W 30.' 11 CONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN 300-2, DETAIL ON SHEET 10 K N 55.55'02' W 31,7799' © CONSTRUCT 42" R.C.P. (D-1350) 1© CONSTRUCT 36" R.C.P. (D-1350) 19 CONSTRUCT 6 1/2" MIN. AC PAVEMENT OVER 12" MIN. OF 957. COMPACTED SUBGRADE ® CONSTRUCT LOCAL DEPRESSION PER OFFSITE STREET IMPROVEMENT PLAN. Q CONSTRUCT DOUBLE BRICK AND MORTAR PIPE CLOSURE - TYPE "B" PER DETAIL ON SHEET 6 10A I �Cl�GabtO 40mW/Af •134011111 ,JL REV• REW" DESC WIM DAIS I ENG_. CITY DALE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. Prepared Under The Supervision Of : I Crouse/Beers & Associates, Inc. Engineering * Surveying * Planning * Construction Management 2191 5th Street, Suite 200, Norco, Co. 92860-1967 (951),,7A"2040 Fax (951) 736-5292 R.C.E. No. 23796 EXP. 12/31/05 DATE GRAPHIC SCALE 40 0 20 40 80 160 SCALE 1*- 40' CITY OF FONTANA, CALIFORNIA TRACT No. ..16678 • STORM DRAIN IMPROVEMENT • OFF - PLAN '1 7�ROFILE DAM 11 CHEC,KED BY: � - ffloold r,. :7tU_TT�7�1�`:T�7��'�:It>�•�i1•i���7�1iPM E