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HomeMy WebLinkAbout2210 AL AIL i AVE. Am AM AM AM L E A& AT JA& VEm "� dw =T V Ad"111"k 0 R I m ""I'& Am Am& mm� P L1111 FROM FAIRMONT WAY TO ROCHESTER AND FROM 300' EAST OF DAY CREEK BLVD. TO BASE LINE RD, CONSTRUCTION NOTES Project 0.12' COLD PLANE 0— OVERLAY 0.129 ASPHALT RUBBER HOT MIX ( ) GENERAL NOTES, 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard �a d. Site .wrr s T ( H V C v COVERS VAULT LIOR DS ER Con, (Greenook), 2003 Edition and including the 2004 and Specifications for Public arks Con ructioES 5 supplement. _ESAWCUT ._ ^.. `.,m.... `' r.. .,, 2. Public and Private utilities and substructures shown hereon are from available records. The w.^ ` �= ° "" _ TCEXISTING ♦yr� ` �„"}, OVERLAY JOINTP DETAIL SH 1 • e !e • • • tAk'"p- .&4:... .,,g, .raf....� ,..._:. _--a... .,.. .... ,. , ....,._ ..._..:..:W ...,...__�..w a..,.G .... � fy .r' Contractor shall be responsible for prat Ing all utilities and substructures as shown within the 'f'Ll ` I r: ^ ' 4 _ 7 REMOVE EXISTING CURB AND GUTTER AND C Almond R d�� _ � !- - ., ° CONSTRUCT fi CURB AND 24 GUTTER PER CITY STD. construction limits of this project and shall be responsible for any damage as o result of the a� ' !� 104 .S l9 construction operations. r F ..: _.._ G h r �} E �" x��..� °, {,w_l I a: � '� � 8 REMOVE EXISTING ASP " t Hillside Rd. `- k =,� _ ,. _. ,, _.. ° w+_ a. . I HALT AND CONSTRUCT fi THICK AC PAVEMENT PER CITY STD 100—A 3. a Contractor shall notify U1-800-422-4133 .. . , w: : „ �,r: .,wCONSTRUCT C . 102 I L A SHE Underground Rc art and the following utilities two y .w. N. 'Wilson t� ! • ! ! t i S-4...,.L of ( .,.� I� N ^e f t.._p- , I.. —.. 4BA�...._..._,.. m«ui•: 1 f @ "'t Y=}"r 0.<^' Y working nor to construction or regarding an problems. :: ., . _; ! 1� ;IIq-� _. - a § - -.-- -4 10 I CURBSIDE U I C ! 107—B AND }.C.- _._,......,......d...;, ,,.. .._ .. •_- ;° Y � 6 Banyan St's T, PER DETAIL B ON SHEET 6 Ilr k L ePkl;` ?if,}P..tlt _ oute 30 South California Edison Co. EMERGENCY ONLY ( 00) 11-1911 A Qx_ q,rw � 0 EXISTING D IN AND I SALVAGE ELISE I NG G IN California Gas Co. EMERGENCY 0 LY 00 427-2000 -1 _LLUU I.,111dill -4 cte Southern California Gas Co. 909 335-7871 '19�h-St_� � "a �, � � � ° �'s c � . � ,;. � � �Hig land Av 12 REMOVE TREE Verizon Co.• 909 z l F ; w _.._ Cucamonga Polley Water District — EMERGENCY ONLY 909 987-2591 Base Cucamongaan ValleyWater of r Distrct 0483-7440—7 �;,:°..:_d,P{{I-_..; , q{r6•�€dP}.`.�_g C, :,`•"r}f �,vb�,,f^PI-C�t.�_,._e��}�pC.4.t€._�->IIr.AS „"p!l.,,,�x E=Frrrpf.II F'.`. ..t_ree . '[44 .: b1 Rg1LiqL rgs d ° - J ;�4e The contractor shall notify the City Rancho Cucamonga Police Department, Cy of Rancho € STRIPING NOT ES ion 1 " SO LID WHITE BIKEUNE ° ALCucomongo Fre Department and any affected school district, 72 hours prior to constructi indicating any tour and/or road closures. Foothil 39 '. 5. For inspection of this arhll8 I 22 PAI fi" SKIP BIKE E UNE P S A20D DETAIL 39A p is project, the Contractor shall contact the Public Works Section at 909 E a ; ( � f .r-_ g _ E -M a. -° 23 PAINT 8" SOLID ITE E UNE TYPE "G" MARKER PER CITY STD. 133 477 2740, Monday Thursday, and at least two workin do nor to the construction stark date. Agro . : .. c 4 _ `_ �_ �t _rir+ovw' Rt Q I24 INSTALL (RIS) BIKE LANE SIGN ON POST PER CITY STD. 401—B k r - ,y t h . .. O ° F A a }, , � ( .) PER CALTRANS REVISED permit shall obtain from theC' of Rancho Cucamonga prior to any construction or .r.-- � _w kw} '10 Freeway► �' � ��� �����,� ��t � � �-�,.� _� � I _ .�_�.ro�� e P nth{Stl_: 26 THERMOPLASTIC 12" SOLID WH encroachment within any City of Rancho Cucamonga easement or rights—of—way. "µ~ ,: �-- ITE CROSSWALK UNE PER CITY SM. 133 �� a� ,� ,} 27THERMOPLASTIC 12" S 0 C `. : _ C 133 7. During the construction operations at I on 1 ' Ion in each direction shall b provided for each ,}*} I 4th t • 5. : _. ^ di tion of travel on all ree at all times except where noted on the traffic control details. The °� E -b 2 I LUE KE I) G 134 R tr is lanes shall maintain on ent and shall remain unobstructed. �` � � 2 0 DR E L P LOOP CT C DETAIL O r: .. SHE . _. - . . 0 Freew € 8. The Contractor shall familiarize himself with all underground utilities, pipes and structures. and shall E -o o ;a; 30 PAINT 6* SOLID WHITE LANE LINE take sole responsibility for the repair/replacement, at no cost to the Ci for an damage to said _ r,' 31 12" IT UNE underground utilities, pi and structures. ' y g UJI 32 INSTALL R26 SIGN ON STREET LIGHT POLE " U O C U " P 9. C .Contractor133 shall verify all conditions and dimensions shown on the plans at the site prior to C commencement of any work. l discrepancies shall reported for direction immediately to the City. NOT TO J " SOU " " ° 133 10e On the date and at the time of the submittal of the Bidder's Proposal the Prime Contractor shall possess any and all contractor licenses, in form and class as required by any and all applicable las with respect to any and all of the work to be performedunder this contract; Including but not limited to a Class *e License (General in rin Contractor) or a Specialty Class *C-12" license (Earthwork and Paving Contractor) sufficient to cover all the work to be performedy the Prime Contractor in accordance with the provisions of the Contractor's License Law (California Business and Professions Code, Section 7000 et. seq.) and rules and regulations adopted pursuant thereto. VARIES VARIES VARIES SURVEY23' TO 43 23' TO 40' All existing survey monuments that will be disturbed y this project shall be referenced and reset by 19' CF TO CF UNDER TUNNEL 19' CF TO CF UNDER TUNNEL SPC PROVISIONS: ' ' the Ci Construction Surveyor in accordance with Section 8771 of the California Surveyorst. 2.5 VARIES 2.5' 2.5VARIES 2.5 18' TO 38' 18' TO 38' 1. PIR TO OVERLAYs APPLY WEED KILL AND ALLOWTO SET FOR 14 DAYS THEN ROUTE ALL CRACKS 1/4* EXIST. CURB & GUTTER EXIST, CURB & GUTTER OR GREATER AND LY CRACKSEAL PER CRACKSSPECIFICATIONS OR ROLL CURB OR ROLL CURB 2. ROCK DUST BLOTTERIS REQUIRED AFTER PLACEMENT OF THE ASPHALT RUBBER OVERLAY P SPECIFICATIONS 3. CONSTRUCTION S H I SPECIFICATIONS DI . CONSTRUCTION SHALL .................. —� _ START D FINISH DURING THE SCHOOL SUMMER BREAKJUNE 159 2009 D JULY 31, 2009. SHEET INDEXEXISTING = ( L J a a L SURFACEW L ® ® L J a SURFACE 1. TIL w 1 z z 1 2. PLAN 2 w - 1 1 1 ILLI 2 a a z AVE.3. PLAN a - APPROXIMATELY 17009 EAST OF MILLIKEN ® C o r a F — _- L - i T L T T Y N® oo oU N® PLAN - APPROXIMATELY Y CREEK BLVD. TO BASE LINE RD. o U 70 8. PLAN AND DETAILS ®U 7. STRIPING - FAIRMONT WAY TO APPROXIMATELY1 ' EAST OF MILLIKEN STRIPING - APPROXIMATELY 1 ' EAST OF MILLIKEN .T I L. CROSS SECTION 9. STRIPING PLAN - APPROXIMATELY 3001 EAST OF DAY CREEK BLVD. TO 1800" EAST OF DAY CREEK BLVD. VICTORIA PARK LANE 10. STRIPINGL - APPROXIMATELYLINE RD. T LEGEND DESCRIPTIONOF REVISIONDATE CITY APPROVEle 0.12* COLD PLANE AND ASPHALT `UICAMONGA RUBBER TI ( — ) OVERLAY uffy U16 RMLMU t; SHEET 2 AND 7 PROPOSED FINISHED SHEET 3 AND $ ®x _k SURF „� I T ®� TITLE SHEET SHEET 4 AND 9 oS Q Q » 114ICK AC 4 `NCT01" PAR` LANE EXIST A.C. SURFACE G7 VII KIA K MLN® � FROM FAIRMONT A ISOM& Now PAVE dNftE1nM11ffAn0ft&Nfi 110 TO ROCHESTER AVE. AND Underground : SHEET 5 AND 10 DO 0= —sQ pFESS/ FROM 300 EAST OF YBLVD. Service .µ.m,. ..�... .M.�, au x:.aa nOOr4j 0.Q00 4 �s 4 4 , Q O QR oti F.„ ., P :�, COLD PLANE SURFACE kr P• Sl T` DATE: 0 :a 4 .,� F CITY ENGINEER RCE. 53672 Gall: TOLL � & ffi �41 ��► 1 -800-422-4133 _, = y u. ;_; tl REMOVE RESIDUAL AC LEFT BY E `-' No53672zDESIGN PLAN PREPARED BY: %a z Ww ' m:M s OPERATION TO PROVIDE FULL DEPTH BUTT c�► rat ON FOR OVERLAY. EXP. 06-30-0 PK CITYU TWO 10500 CIVIC CENTER DRIVE OI DAY O YOU DIG CIV �, � RANCHO GUGAMONGA, CA 91730 NTS OF CAVAUVLKLAY J01 NET D E T Am I 1 '' _OF 10 R.C.E.CHECM NO IDRAWM NO. CB DAM FU NO 2210 I I I -1 I I I . 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I I I - __ � 2 - OVERLAY 0.1 2' ASPHALT RUBBER HOT MIX (ARHM-GG) I � I __ � ____ ___ 3,@ ADJUST TO GRADE (MH, WATER VALVES COVERS,, GAS VALVES COVERS, VAULT UDS OR OTHER APPURTENANCES) I ''I I' 'I . � 4:51- ____ _�_ (Do-�_O" � . . . 4 SAWCUT I Ira 1 5,0_ MATCH E)(ISTING RADIUS OF CURB C I go-�_00, RETURN IS 33' I I I EXISTING ­. ., 114"- ,, .-I I I I I L 6 OVERLAY JOINT PER DETAIL SHEET I . . �. .� � /V I�I I SURFACE 4 . ui ,@_ . 4i - /I , . � , � . 0 7 REMOVE EXISTING CURB AND GUTTER AND CONSTRUCT 6" CURB AND 24-m GUTTER PER CITY STD. 104 ­ -7 _­ __ ___ . � '". � � � . I I � 0. 1 (Z re�_ ,. - I-, ,4 �, - ,,1/ ." , w . � -0 , ./Z� ._ ��.. ,, I z 8 REMOVE MS11NG ASPHALT AND CONSTRUCT 6" THICK AC PAVEMENT PER CRY STD. 1 00-A I �� � - , ­_ 1b, 4 - I 111� 2 '0- 'to 0__ A �4 _�-A% ' . .. . 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