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HomeMy WebLinkAbout4248-1 i i i ‘ CITY OF FONTANA STREET AND STORM DRAIN IMPROVEMENTS IBERTYARKWAY •EAST AVENUE NDWEST CUP 06-05 1 DR 06-06 ABBREVIATIONS AC ASPHALT CONCRETE N NORTH AB AGGREGATE BASE No NUMBER P-: APWA AMERICAN PUBLIC WORKS ASSOCIATION NTS NOT TO SCALE ASTM AMERICAN SOCIETY FOR TESTING MATERIALS OC ON CENTER or ON CURVE � Bldg BUILDING PCC PORTLAND CEMENT CONCRETE PL PROPERTY LINE ' � BS BOTTOM OF STAIR/STEP d- % � BW BOTTOM OF WALL or BACK OF WALK Plcs PLACES / PLAN INDEX STREET CONSTRUCTION NOTES; ESTIMATED QUANTITIES CF CUBIC FOOT OR CURB FACE Prop PROPOSED \\I.. ///CI CAST IRON PVC POLYVINYL CHLORIDE // O1 Protect Existing Improvements (As Indicated). CIP CAST IN PLACE Pvmt PAVEMENT I /// SHEET NO. DESCRIPTION O2 Construct 8" Curb and Gutter per City of Fontana Std 1000. 372 LF CL CENTERLINE Rad RADIUS � // Clr CLEAR or CLEARANCE RD ROOF DRAIN CONNECTION / ®Construct 4' PCC Sidewalk Per City of Fontana Std 1006. 12470 SF CMB CRUSHED MISCELLANEOUS BASE Reinf REINFORCEMENT /// Interstate 210 1 - - - - - - TITLE SHEET O Construct Commercial Driveway Approach per City of Fontana • 1620 SF CMU CONCRETE MASONRY UNIT Ret RETAINING { _ — _ — Std 1002 ("W' per Plan). Conc CONCRETE R/W RIGHT-OF-WAY Q > I //ao/ 2 - - - - - - GENERAL NOTES AND MISCELLANEOUS DETAILS O Dbl DOUBLE S SOUTH Water of Life / �c�` 3 - - - - - - STREET IMPROVEMENTS Construct Modway Drain per Aon Std 151-1 ("s' per 2 EA Plan) and Modification Details on Sheet 5. DI, DIP DUCTILE IRON, DIUCTILE IRON PIPE S = SLOPE Community ; w CO.// WEST LIBERTY PARKWAY (Sta 108+50 to Sta 114+05) © Construct 8 Full Depth AC Pavement 22 Tons Dia DIAMETER SD STORM DRAINChurch »- fl /j Baseline Road D/S DOWNSTREAM SIM SIMILAR „ / / 4 - - - - - - STREET IMPROVEMENTS 0 Sawcut and Remove Existing PCC Dwy. 150 SF E EAST SRW SEGMENTAL RETAINING WALL Q // WEST LIBERTY PARKWAY (Sta 103+00 to Sta 108+50) g SS SANITARY SEWER Q8 Sawcut and Remove Existing PCC Curb & Gutter. 372 LF EJ EXPANSION JOINT �,i // PROJECT LOCATION 5 - - - - - - STREET IMPROVEMENTS -•EAST AVENUE V Sawcut and Remove Existing PCC Sidewalk. 2300 SF Exist EXISTING Std STANDARD r ii . ��� FF FINISHED FLOOR StI STEEL o (Marshall Ct. to 300' N/0 Marshall Ct. 10 Sawcut and Remove Existing AC Pavement. 430 SF FG FINISHED GRADE Foothill Blvd 6 - - - - - - O ST STREET � h STORM DRAIN IMPROVEMENTS - LINE "F" ---- FL FLOWLINE TC TOP OF CURB 11 Proposed 8" Sewer per Separate Sewer Improvement Plans. �6 //// WEST LIBERTY PARKWAY (Stu 110+25) FS FINISHED SURFACE TG TOP OF GRATE ,`O //._0 12 2 Irrigation Service & Related Improvements Under Separate 3 EA Glv GALVANIZED TS TOP OF STAIR/STEP or TOP OF SLOPE o /•�.cr Permit by Cucamonga Valley Water District. -__- Horz HORIZONTAL TW TOP OF WALL ��` / Il o a Q O , „ 13 See Landscape Plans for Parkway Landscape Improvements. 14 Remove Exist PCC Mowstrip. 400 LF HP HIGH POINT Typ TYPICAL .1„&// ` ID INSIDE DIAMETER UBC UNIFORM BUILDING CODE cot// ::3 . _ 5 16 Remove and Replace Existing Tree Per Landscape Plans. 20 EA JInv INVERT Var VARIES or VARIABLE ����/ IIW LEGEND 16 Restore Parkway Turn and Irrigation System, Including Valves, Meters 18500 SF L JUNCTION or JUNCTION STRUCTURE Vert VERTICAL and Appurtenances Disturbed by Sidewalk and Related Parkway L LEFT W WEST Improvements. See Landscape Plans for Specific Requirements. LF LINEAL FOOT W/ WITH SMH 17 Construct Curb Access Ramp per City of Fontana Std 1003. 3 EA LP LOW POINT WPJ WEAKENED PLANE JOINT '� SANITARY SEWER MANHOLE 18 Construct 4' Depressed Mountable Curb & Median Modifications per 320 SF Min MINIMUM WSE WATER SURFACE ELEVATION VICINITY MAP Details on Sheet 2. XS EXTRA STRENGTH -0-1- FIRE HYDRANT ,g Indicates 22,000 Lumen HPSV Streeet Light (200 Watt #20) 30 Ft. Luminaire Height. Final Location and Mounting Height per Southern 1 EA 0 WATER VALVE California Edison Company. / / SS SS EXISTING SEWER LINE STORM DRAIN CONSTRUCTION NOTES: r - -- L1 1 PRIVATE ENGINEER'S NOTICE TO CONTRACTORS- . Water of Life Id- / 7� Wtr Wtr EXISTING WATER LINE 31 Protect Existing Improvements (As Indicated). _-_- Community Church I�_, 0 Furnish and Install 18" RCP (D—Load per Profile). Pipe Bedding 138 LF and Trench Backfill Shall Be Per Cityof Fontana Std. 1008. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES, LINES OR I % j� /f// Elec ELECTRICAL LINE U/G/ O Connect New 18' RCP to Exist Manhole With Concrete Collar de STRUCTURES SHOWN ON THIS PLAN WERE OBTAINED BY A SEARCH OF AVAILABLE lin `, /�� Tele TELEPHONE LINE 33 Rebar Per Detail Hereon. Core Into Manhde Structure to 2 �` RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES _ I' ,i , Provide 18 Join Profile Elevation and Utilize Manhole Rebar as EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE - _ �. /, � / //i Indicated. �_. - _ c' Cbl CABLE LINE O Remove by Sawcut and Reconstruct Interfering Portions of Existing 1620 SF DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY / / Median Curb per City of Fontana Std 1000. Match Existing Top OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS. --- I fr I / / , of Curbs to Join. - - _ _ GAS GAS GAS LINE Restore Landscaping and Irrigation System, Including VaNea. Meters,ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR 1 =_--( --_ / 35 and Appurtenances Disturbed by Storm Drain Construction. 250 SF I ( , I ^ i-- i 1, r+. . , / / / Remove by Sawcut and Restore AC Pavement with 6' AC over 520 SF RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL iller Aienue EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS I - (y, /IL; / - - - - STORM DRAIN (Proposed) Compacted Backfill. See City of Fontana Std 1008 for Additional (20 Tons) -- II -- _ r"r _- / , Requirements. Note the Minimum Trench Repair Width Shown on PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE ZT \ �/ / S S SANITARY SEWER (Proposed) Ris Subject to the ug chl Field Conditions. Trench "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF �1 I _ /// / ( P ) Repair Width Changes Must be Approved by the Public Works LABOR AND, WITH STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS / - - Inspector Prior to Repair. "CONSTRUCTION SAFETY ORDERS." " -� / / CENTERLINE / � -- 3© Adjust Storm Drain Manhde Rim and Cover to Grade. 1 EA Remove b Sawcut and Reconstruct Interfering Portions of Existing 12 LF THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE / i/ - - RIGHT OF WAY LINE OR PROPERTY LINE ® Curb do Gutter per City of Fontana Std 1000. Match Existing Top N SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL a) / V // / of Curb and Flow Une to Join. CONTRACTORS'FETYAND AND D I � / � \ // EXISTING STREET LIGHT SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR AND / WITH STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS a) /, , - \ / "CONSTRUCTION SAFETY ORDERS." Q / /� / /�' '0 \ / 0 0 PROPOSED 22,000 LUMEN 2 . ' HPSV STREET LIGHT 30 FT. COMPLETE RESPONSIBILITY FOR JOB +' N / - ' / , X LUMINAIRE HEIGHT. THE CONTRACTOR SHALL ASSUME SOLE AND � � / / .L j SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, O \ PROJECT SOILS ENGINEER: INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT Via Venet Lil _ / / o /O .J �\ SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, / X AND THAT THE CONTRACTOR SHALL DEFEND, IDEMNIFY AND HOLD THE OWNER / // � '4_ ,, � % ALBUS-KEEFE ASSOCIATES, INC AND THE CIVIL ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR / 1011 No. Armando Street r - - - 1 i ♦ / 7 \\ 0 Anaheim, CA 92806 ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, _ i / EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLILGENCE OF THE OWNER / / -\\ /� (714) 630-1626 OR CIVIL ENGINEER. i // %/ // ;. / % / / / UTILITY CONTACTS: I BASIS OF BEARINGS: SEWER: UNDERGROUND SERVICE ALERT: ll // / I a THE BEARING OF THE CENTERLINE OF EAST AVENUE BETWEEN CITY OF FONTANA 800-227-2600 // /; / c / ' FOOTHILL BLVD AND MILLER AVENUE SHOWN AS NO0'11'30"E PER PUBLIC WORKS GAS: % /' �,� MB 201/98-99 & MB 189/63-64. 909-350-6632 THE GAS CO. X / /,`909-335-7547 / I / /j// CUCAMONGA 800-427-2200 (Emergencies) VALLEY ��' / pF SSio BENCH MARK: WATER DISTRICT I i 909-476-7031 TELEPHONE: o��,/ // d • City of RanchoBenchmark No. 10046 CO. L I o<5 � Elevation: 1213685 800-227-2600 7 e t Exp i2/3i io Brass disk set in SCE concrete tower base stamped "City of AT&T - / . 909-820-5598 Underground) 714-666-5467 L - - J SHEET INDEX MAP * Rancho Cucamonga BM 10046 1987" on the east side of 909-637-1 33 Transmission)oNo Scale d}4 CIVIL tee East Avenue, 0.25 mile north of Foothill Boulevard, at the most 909-637-1233 Pipelines) CABLE 909-357-6223 (Distribution) COMCAST � AUF OF C & • westerly base of Mira Loma Tower No. 223 909-390-4738 1, / I p SHOULD CONSTRUCTION OF THE REQUIRED CITY OF FONTANA, CALIFORNIA DO. Plans Prepared By QROFEssioN'1 _ [ T IMPROVEMENTS NOT COMMENCE WITHIN TWO 4' 4; E• No<<Fti� STREET AND STORM DRAIN IMPROVEMENTS YEARS OF THE DATE OF APPROVAL SHOWN HEREON 4 Nolan Consulting, Inc ( - . -�y m�� DRAWN BY: East Avenue and West Liberty Parkway SCALE: AND CARRIED FORTH IN A DILIGENT MANNER, THE 26901 Camino de Estrella, Suite D RCE 52646 K. Nolan CUP 06-05 / DR 06-06 As Shown t\ � DESIGNED BY: DATE: DIAL TWO MORKING Capistrano Beach California 92624 * Exp. 12/31/08 * , Mar 2007 BEFORE I., DAYS BEFORE CITY ENGINEER MAY REQUIRE REVISIONS TO THE P K. Nolan TITLE SHEET YOU DIG YOU DIG aC Ph: 949.240.7555 fax: 949.240.0155 STgT CIVIL a�P Date : 4 3 aF CHECKED BY: AP OVED Y. / DRAWING NO.: 1 Y, /� PLANS TO BRING THEM INTO CONFORMANCE WITH e of v1 �Eo` A ., TOLL FREE -800-227-2600 ! RE C4R17 'PPANN1/•Iit5 7 01 K.L. 744, Civil Engineering and Project Management �" ���� 7 4248 6 A PUBIC SERVICE BY UNDERGROUND SERVICE ALERT ! STANDARDS IN EFFECT. KELLY E. NOLAN R.C.E. 52646 . Nolan CITY E I R.C.E.E51152 REV. REVISION DESCRIPTION DATE ENGR. C Y DATE