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Home My WebLink About2052 CI- T- Y 0-.,F --..RANC -P.10 CLICAMONGA ADA 2005/2008 ACCESS RAMP AND DRIVE APPROACH IMPROVEMENTS AT VARIOUS LOCATIONS GMEI?AL NOTES: 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard Specifications for Public Works Construction, (Green Book), 2003 Edition and including the 2004 supplement. 2. Public and Private utilities and substructures shown hereon aro from available records. The RANCHO CUCAMONGA Contractor shall las responsible for protecting all utilities and substructures as shown within the construction limits of this project and shall be responsible for any damage as a result of the construction operations. Project 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two . working days prior to construction or regarding any problems. Site , ;. Southern California Edison Co. — EMERGENCY ONLY 800 611-1911 } SHEET INDEX Southern California Edison Co. — Chris Lorimer 909 357-6221 Southern California Gas Co. — EMERGENCY ONLY 800 427-2000 CONSTRUCTION NOTES. 1, ' ,yam_ } Southern California Gas Co. — Rod Duran 909 335-7583 Verizon Co. Jerry Faubel 909 469-6340 _ �i Q Charter Communications — Jun Ca lam 951 343-5171 o r a ._�__ ,.�.. 1. TITLE SHEET � AIm'ond Ra � _`-� ` - '�;"_ � .� `� �., � _. ,,�� `_ � &—CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102, Cucamonga County Water District — EMERGENCY ONLY 909 987-2591 ��'` Z LOCATION MAP CALTRANS STD• A88, CASE C, OR AS MODIFIED PER PLAN Cucamonga County Water District — Russ Silva 909 483-7440 H�Iside Rd f`` " '} y iia - {� . 2�—COMISTRUCT COBBLESTONE ROCKSCAPE PER CITY STD. 542, CASE 1 W 4. The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho -- F son Av 3a--CONSTRUCT 4 THICK PCC SIDEWALK PER CRY STD. 103 PLAN Cucamonga Fire Department and any affected school district. 72 hours prior to construction Banyan St`�4 4l: 4 PLAN 4a—COMISTRUC'f PCC SPANDREL PER CRY STD. 106—A _. Route 34 • indicating any detour and/or road closures. p«r L- x . , �. t� u der construction) 5�--MATCH EXISTING ,J, 5. For inspection of this project, the Contractor shall contact the Public Works Section at 909 - i�landAv SAWCUT AND REMOVE EXISTING ( ) 'kltl St 477-2740, Monday — Thursday, and at least two working days prior to the construction start date. ; .[ 'y F 4i", F # Ta , �RELOCATE 6. A shall be obtained from the of Rancho Cucamonga or to an construction or -7- Base f w ; Pew �Y ��9 prior Y Base;[ r ,,= L _}4 a �` a t I CONSTRUCT' 8" THICK P.C.C. DRIVE APPROACH PER CRY STD. 101, TYPE C YY rig aY• �{ � rG 1� 9�ADJUST TO GRADE encroachment within an of Rancho Cucamonga easement or fights—of—way. t JAL, ,, � a During operations at least one 12' lane in each direction shall be provided for each `fi ..,. r E_. 10 CONSTRUCT SPLASH CURB PER DETAIL A SHEET 1 7. Durk the construction direction of travel on all street at all times. The traffic lanes shall be maintained on pavement and Foothr shall remain unobstructed. r I Arcok - Arrow Rt - r 8t 7 8. The Contractor shall familiarize himself with all underground utilities. pipes and structures, and shall V ` h --- take sole responsibility for the ro it ro nt, at no cost to the City, fora dame to said � �Y Pa / Pany 9e 18 Freeway -_ C underground utilities, pipes and structures. " ~~ t At jr _ I:r_ k M 9. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to 4th St commencement of any work. All discrepancies shall be reported for direction immediately to the City. t SPECIAL PROVISIONS: 10. On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall '` � �1QMFrerr possess any and all contractor licensee, in form and class as required by any and all applicable � x 1. A HIGH EARLY STRENGTH CONCRETE SHALL BE USED IN THE INSTALLATION OF THE DRIVE APPROACHES. laws with respect to any and all of the work to be performed under this contract; Including but not s HIGH EARLY STRENGTH CONCRETE SHALL BE CLASS 660—C-3750 WITH NOT MORE THAN THREE PARTS limited to a Class "A" License (General Engineering Contractor) or a Specialty Close "C" license = _ u'Ti CALCIUM CHLORIDE PER CUBIC YARD OR AN APPROVED ALTERNATE. sufficient to cover all the work to be performed by the Prime Contractor in accordance with the provisions of the Contractors License Law (California Business and Professions Code, Section 7000 et. seq.) and rules and regulations adopted pursuant thereto. VICINITY YAP NOT TO SCALE EXISTING SURVEY MONUMENTATION All existing survey monuments that will be disturbed by this project shall be referenced and reset by the City's Construction Surveyor in accordance with Section 8771 of the California Surveyors Act. Monuments found by research of available City records and by field survey are shown on the plans and described as follows: Concrete nail located on top of the curb at the middle of curb return on A 2" 6" 2» 1 southeast corner of Hillside St. and Carnelian Ave. (Ramp 2). See sheet 2. 12"R 1/2" R ❑ Drive pin located on top of the curb at the middle of curb return on southwest corner of Banyan Ave. and Carnelian Ave. (Ramp 10). See sheet 3. ' -• _ 4 • N 2 N • . • a. •- EXIST. GROUND Q a • : . _ • a . . dto It • _. •- CIFY D DESCRIPTION OF REVISION DATE., A CITY OF RANCHO CUCAMONGA SPLASH CURB ENDING SECTION A—A NM NTS TITLE SHEET AM 2=/2oos C CBS IMP AND DRIVE APPROACH IMPRCyVEMENTIS DETAI L A AT VARIOUS LOCATIONS Underground QROFESS/o,� APPROVED BY: - DATE: r 2 Service Alertd ti g o �t �, CITY ENGINEER RCE: 4953 Call: TOLL FREE 3 r 6 \ DESM PLAN PREPARED BY: RECOMMIDWED 1 -800-422-4133 W Exp.p. 249x3 12-31-07 PK CITY OF RANCHO CUCAMONGA 04 p� 10500 CIVIC CENTER DRIVE OIUM WORKING DAYS BEFORE YOU DIG RANCHO CUCAMONGA, CA 91730 `�,f CIVIL PK 1 of 4 �� ;' � of vofCHEOM�' R.C.E. NO DRINOM NO. MP VAN Fr.E No 2052 _J = OG � W j cS► Z Q ��,� - Z O J J 10 } 8 7 6 = 1 w 4 Z 3 3 3 to 3 Q m m 190t 0 I_I_I CARNELIAN AVE. > 0 2 W Q 5 4 = 3 3 (n 3 Z3 O 3 w 3 co m J ................. uj> Q , = t/) Z CD W W Of = J - I - I - W J J -J LLJ = o = 2\R\ 4 >11 z0 W 4 U m Q m 63D't mo-t CARNELIAN AVE. Q Q W 14 13 W 4 (n 0 NO. REM LOCATION 1 RAMP NORTHWESTNE CORNER OF CARNELIAN AVE. AND HLLSIDE ST. W 2 RAMP SOUTHEAST CORNER OF CARNELIAN AVE. AND HILLSIDE ST. Q Z 3 RAMP NORTHEAST CORNER OF CARNELIAN AVE. AND BEECHWOOD ST. SUNRISE J 4 RAMP SOUTHEAST CORNER OF CARNELIAN AVE. AND BEECHWOOD ST. LEGEND SHOPPING CENTER W W .w_1 5 DRNEtiIIAY APPROXIMATELY 190' SOUTH OF BEECHWOOD ST. � z 6 DRNEWAY APPROXIMATELY 430' NORTH OF THOROUGHBRED ST. RAMP OR DRIVEWAY NUMBER Lu C Q —J LJ J 7 RAMP NORTKWEST CORNER OF CARNELIAN AVE' AND THOROUGHBRED sr• SHEET NUMBER 8 RAMP SOUTHWEST CORNER OF CARNELYW AVE. AND THOROUGHBRED ST. J PDMWWKAY 5 = 0 9 RMP SOUTHEAST CORNER OF CARNUM AVE. AND BANYAN AVE. V10 RAW SOUTHWEST CORNER OF GARNELIAN AVE. AND BANYAN AVERAMP NORTHWEST CORNER OF CARNELI N AVE. AND ORANGE ST340't 12 RMP SOUTHWEST CORNER OF CARNELUW AVE. AND ORANGE STCARNELIAN AVE. 480't 13 RAMP VONS SHOPPING Co�R APPROXIMATELY 200' NORTH OF 19TH ST. 14 RAMP DEL TACO APPROXIMATELY 630' SOUTH OF 19TH ST. 15 DRIVEWAYSUNRISE SHOPPING CENTER APPROXIMATELY 340' SOUTH OF BASE LINE RD.16 DRIVEWAY SUNRISE SHOPPING CENTER APPROXIMATELY 480' SOUTH OF BASE LINE RD. NE L 17 DRIVEWAY APPROXIMATELY 590' SOUTH OF BASE LINE RD. BE CLOSED AND ACCESS MAINTAINED TO 18 RAMP NORTHWEST CORNER OF AMETHYST ST. AND LA GRANDE T—� F-1 THE SITE AT ALL TIMES. 19 RAMP SOUTHWEST CORNER OF AMETHYST ST. AND LA GRANDE NOT TO SCALE OCITY DESCRIPTION OF REVISION DATE Q CITY OF RANCHO CUCAMONGA � oc W 19 1 LOCATION MAP - Z ( Fi i J �� C008 �i�s MMPANDMETHYST ST. A� � � W DRIVE APPROACH IMPROVEMENTS co _ AT VARIOUS LOCATIONS Q PapFEss, APP BY: - �G CITY ENGINEER RCE: 24953 h rDEM PIAN PREPARED BY: RECOMMENOED No. 24953 i PK CITY OF RANCHO CUCAMONGA Exp. 12-31-07 10500 CIVIC CENTER DRIVE * RANCHO CUCAMONGA, CA 91730 CIV1l- PK 2 OF 4 R.C.E. NO DRAWING NO. MP DATE FLE NO 2052 ` I BANYAN AVE. 1 ORANGE ST. 6 r I 15.5' 6' S I I 15.5' g' � ---" � - -- -- ---- ---- - -;' I s � a� 5 2 #6 BAR O 12 O.C. j f' ---EXiSTINv S?ANN 5 2 #6 BAR O 12 O.C. WPJ 3 / r t CNWPJ ; r _ _ ° /� 8 a __ 5 WPJ W in CONSTRUCT ° � 5 � n � °� � RETAINING CURB °�. 27r o'd` Q � � f - ° _ d 1 of n � 1. EXISTING S1. � �b o Lij ;