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HomeMy WebLinkAbout2876-2fes- U 0 U d 00 d- o 0 o 0 j N o= �u �Ld w J 0 LL a- O 0 0, 0 i 0 E o U N 26 PROFILE SCALES HORIZ: 1" = 40' VERT: 1"= 4' , 121 122 123 124 125 126 127 128 129 130 CONSTRUCTION N0TES EXIST.36" RCP (' STORM 1N EXIST. 8" EXIST. 10-SEWI SEWER LINE I j (CITY OF FONTANA) 4/X\T I J{ z N �, SCALE:1 "= 40' Q � 1r I FLOWLINE GRADED F - C7 W r� 8,54.96TC»» .854.13 I t OOQ(-DOUBL RATE[ -1-NL STRUCTURE—PIER DETAI it A" -4N S Efi-5 6F 6. I FL. EXIST. S.D.=(50.6±) CENTER GRADE= 52.1 I EXIST. R/ 11[�ROAD [� T�ACKS 24'i S.D. G i I I I I i , » '��n G, L r } I I g � 4 ti, tom,, 00 o Li L0 N + ^�'\ G` ! I I ��� , [ I C' Lo + Ln O 0o *��Op G4 �ti4 I Z M 00 00 M t�� p M " �- ` 3 , x i _ [ r r I € 1� N Lcj » " - LO i I - } - € ij,.».. ...._.....�.w....Js:-�4c :'. =- w: J- r o Awn —j E R LINE S WA LE @ 0.9 % �4 I .- db as w -, �."� I I _..-. ___»»»» _ _.. »..»"» _ -.. EXIST. 8 SEW 8 �jp�'c ��' 5.00, BCR� 10+�i5.00, ECFV `»'�� ---�--� "�`�__.»it�v�-�8.�r.00, BC ._.-.��� �@+'6���00, ECR :: I I L- _» M_». P10flOSEhRW » �_ - - _ - �,. �, .,. w 4 --�}FUTURE R/W 9 1 6 " ""I n 9 , -- -- ,.. Ck a 1„3 S ia? ../ _"._.""- "� �_ _.._.. �' .—. '�'.L'i'.�"C"«..�'"�."..i.:.".� _ _..�°' �w �....�"».. ..��.��.. »_.. ........ —_. _..-..�....v -_..». ..-e. . .._ ..... -. ... .._. P.R.» � .....-...-.._.. -..-._ b�.. .».»- �"��""�,..._.._ .._..... ....,..-�....w r�-.......• -.ary; ......_._ ..............-.... �...... a._..- -."...._...... ......d.. ......... ......... ........... � �}.,." - .^- .. '.�+i 4Pl i ........__ _.....� _....__ __.._.. ��.. _____ _____ _,. __,.- -...._ _.. _.... ....— ..�..........._,.. ..—_. .____. _..__ .__-. ........ ........ ...�- ._�... _w -. F..;,.i '4 • ___ .» .._._. �� _......» ..—_ __-_ -.... ._... .. -___ _ -.,._ _ _ __ .._ ...... ......... .......... ....._... ... .»W d:. 1. }`il ....... ........» —.. _.. ...._ ....._... .W_. ,W ..,.... ..W. ..... e S.J 4 S� -- `_J _. _1 ---------- 00 �� » h 3 ,o_ 1121+00 JOIN o � -. — � � � � f EXISTING o r__ __„-.�.-�- EXISTING IMPROVEMENTS - mC UN TY — I I 13 _ -PHILADELPHIA AVENUE & _... -U� LINE - IMPROVEMENTS '� W XIST. SWALE _" ``} � ------------------__________� --_ — —=_� ___---_______ -- -- ------ -- -/ �EX{STING RIGHT-OF-WAY EXI T. 8" CURB .& GUTTER AN 6' SIDEWALK r� ° J ) u �C) CURVE DATA 0 X (z). NO RADIUS DELTA TANGENT LENGTH 1 v 90°00'00" 25.00' 39.27' M O '.�+i 4Pl i ........__ _.....� _....__ __.._.. ��.. _____ _____ _,. __,.- -...._ _.. _.... ....— ..�..........._,.. ..—_. .____. _..__ .__-. ........ ........ ...�- ._�... _w -. F..;,.i '4 • ___ .» .._._. �� _......» ..—_ __-_ -.... ._... .. -___ _ -.,._ _ _ __ .._ ...... ......... .......... ....._... ... .»W d:. 1. }`il ....... ........» —.. _.. ...._ ....._... .W_. ,W ..,.... ..W. ..... e S.J 4 S� -- `_J _. _1 ---------- 00 �� » h 3 ,o_ 1121+00 JOIN o � -. — � � � � f EXISTING o r__ __„-.�.-�- EXISTING IMPROVEMENTS - mC UN TY — I I 13 _ -PHILADELPHIA AVENUE & _... -U� LINE - IMPROVEMENTS '� W XIST. SWALE _" ``} � ------------------__________� --_ — —=_� ___---_______ -- -- ------ -- -/ �EX{STING RIGHT-OF-WAY EXI T. 8" CURB .& GUTTER AN 6' SIDEWALK r� ° J ) u �C) CURVE DATA 0 X (z). NO RADIUS DELTA TANGENT LENGTH 1 25.00' 90°00'00" 25.00' 39.27' PRIVATE ENGINEERING NOTE: CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR SITE CON— DITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL. THE PRIVATE ENGINEER SIGNING THESE PLANS IS RESPONSIBLE FOR ACCURACY AND ACCEPTABILITY OF THE DESIGN HEREON, IN THE EVENT OF DISCREPANCIES ARISING AFTER COUNTY APPROVAL OR DURING CONSTRUCTION, THE PRIVATE ENGINEER SHALL BE RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION AND REVISING THE PLANS FOR APPROVAL BY THE COUNTY. PHILADELPHIA I----- ------------------------------ — — — — -- ----- A, ----- - C'7 EXISTING R/W (PM 172/36-41) 11 \P COUNTY OF RIVERSIDE SEE DETAIL "A ON SHEET NO. 1 4p EXIST. RAILROAD X'\\' TRACKS AVENUE NOTE: 0 20 40 80 120 160 WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL A GRADING PERMIT OR ENCROACHMENT PERMIT HAS BEEN ISSUED. A SCALE: 1 INCH = 40 FEET SEPARATE PERMIT WILL BE REQUIRED FOR WORK DONE IN THE COUNTY OF RIVERSIDE (CALL (909) 955-6790). Underground Service Alert Call: TOLL FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG I.P. 000056 INLAND EMPIRE UTILITIES AGENCY* *A Municipal Water District Date 1O 3l00 LOCATION MAILING ADDRESS 9400 Cherry Avenue, Building A Post Office Box 697 Civil Engineer for I.E.U.A. Fontana, California 92335 Rancho Cucamonga, California 91730 R.C.E. No. C49444 TAtvq Telephone (909) 357-0241 Exp. 9-30-00 /WOMe-4 W KCT CONSULTANTS, INC. Civil Engineers - Surveyors - Planners P.O. Box 5705 Riverside, CA 92517-5705 4344 Latham St., Suite 200, Riverside, CA 92501 Q RECORD DRAW 046 12-4-02 "AC'S Phone: 909/341-8940 Fax: 909/341-8945 0ADDED JUNCTION STRUCTURE £ DOUBLE e-mail: kctinc@kctconsultants.com GRATE INLET11-3-00-✓ W.O.: 1020-04 REV. REVISION DESCRIPTION DATE ENGR. Q'ESS/ON4� w TERESITO N. TABIOLO RCE No. 38826 S Exp. 3-31-01 r�9T CIVIL ��\Q F OF CN Prepared Under The Supervision Of : 10 PLACE 5" A.C. PAVING OVER 4" CLASS li AGGREGATE BASE (TENTATIVE SECTION). 20 CONSTRUCT 8" CONCRETE CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 101. 3� PLACE 1" THICK (MINIMUM) A.C. OVERLAY. FEATHER OUT FOR SMOOTH TRANSITION. 40 CONSTRUCT 4' WIDE BY 4" THICK CONCRETE SIDEWALK. PLACE EXPANSION JOINTS AND WEAKEN PLANE JOINTS PER CITY OF FONTANA STD. DETAIL 105A. O CONSTRUCT 10' WIDE CONCRETE GUTTER AND SPANDREL PER CITY OF FONTANA STD. DETAIL 105. O CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. DETAIL 104A. 7 1 CONSTRUCT 0 WIDE BY 52 LONG PRECAST CONCRETE 0 PANELS PER UNION PACIFIC RAILROAD ENGINEERING STANDARD DWG. 0304. O ADJUST AND MODIFY EXISTING STORM DRAIN JUNCTION STRUCTURE, SAWCUT AND REMOVE TOP AND SIDEWALLS DOWN TO THE PIPE SOFFIT. POUR NEW SIDES AND TOP PER CITY STD. NO. 123. DOWEL TO EXISTING WALLS AS DIRECTED BY THE CITY INSPECTOR. 11 EXISTING SEWER MANHOLE TO BE RECONSTRUCTED AND ADJUSTED TO GRADE PER I.E.U.A. PLANS AND SPECIFICATIONS, UNDER SEPARATE PERMIT. SEE SHEET 5 AND 6. 12 EXISTING POWER POLE TO ,BE RELOCATED. 13 REMOVE EXISTING A.C. PAVING. 14 CONSTRUCT JUNCTION STRUCTURE PER AMERICAN PUBLIC WORKS ASSOCIATION STD. PLAN 331-1. LATERAL PIPE, 24" S.D. TO ENTER MAINLINE RADIALLY. A=45`, B=24", C=3.50'. 21 CONSTRUCT SIDE WALK DRAIN, SIZE 3, PER CITY STD. 124-A. 22 EXISTING TELEPHONE MANHOLE TO BE ADJUSTED TO GRADE. MS 3792 SLAT COUNTY APPROVED BY RIVERSIDE COUNTY: QVOFES/O/M� DATE 10Z2� 2 , w KHALED A. OTHMAN RCE No. 33950 FOR RANSPO ATION DEPARTMENT Exp. 6-30-02 KHALED A. THMAN CIVIL ��\P R.C.E. NO. 33950 EXP.DATE 6/30/02 F OF CN CITY OF FONTANA CALIFORNIA DESIGN REVIEW # 98-15, PHASE I DRAWN BY: STREET IMPROVEMENT PLANS SCALE: 1"=40' DESIGNED BY: PHILADELPHIA AVENUE DATE: STA. 121+79.16 TO 130+00.00 MAY, 1999 Date f 28 L CKED BY: APPROVED DWG. NO.: 2 TERESITO N. TABIOLO R.C.E. 38826 EXP.3-31-01 T4 M. YP A INC CITY ENGINEER R.C.E. 51152 /© // 4;'28% /61