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Home My WebLink About1795 BENCHMARK Found 1" round head bolt in concrete curb stamped "SBCO 01680" at the southeast comer of 8th Street and Grove Avenue, 1 foot east of curb CUC A GA return. C .�Jt OF xx NCIHO Elevation- 1166.579 1 STREETPA%v ms. MENT REHABILITATION FROM GROVE AVE . TO BAKER AVE. (-OF DOUBLE YELLOW UNE OR MMIAN CURB FACE LEF'i TURN LANE • o GENERAL NOTES: 8-WHITE TURNING LANE UNE 1. All work shall conform to the City of Rancho Cucamonga Standard Drawings and the Standard R � N CHO CUC � MDNG Specifications for Public Works Construction, (Green Book), 1994 Edition and including the 1995 THRU LANE supplement. Pro 'e c t 1 0* 2. Public and Private utilities and substructures shown herrn are from available records. The .� responsible for protecting all utilities and substructures as shown within the _ n rector shall be res o _ . � X 11 Cot ,1. p g 4" LANE UNE p Site construction limits of this project and shall be responsible for any damage as a result of the � construction operations. THRU LANE ° 3. The Contractor shall notify Underground Service Alert 1-800-422-4133 and the following utilities two j:k 10' working days prior to construction or regarding any problems. r , jr,-- 7. W California Edison Co. – EMERGENCY ONLY 800 611-1911 SouthernUnond Rd i mob, Southern California Edison Co. – Curt Horne 909 930-8540 I r Southern California Gas Co. – EMERGENCY ONLY 800 427-2000 Hpr�de Ra - i i ' _` 4 LANE LINE NE a Southern California Gas Co. – Rickey Reyes 909 335-7508 – r'°"A" TURNING LANE LINE Verizon Co. – Bob Parent 909 469-6354 Banyan Oil. r Route 90 10' Verizon Co. – Dallas Stringer 909 469-6339 rider construction) TURN LA RIGHT "�-�. TURN LANE aD Verizon Co. – Steve Hock 909 469-6327 loth at - -- Cucamonga - Highland Av Cucamonga County Water District – EMERGENCY ONLY 909 987-2591 I �' Cucamonga County Water District 909 483-7440 �> Base LMe Rd`g �t E��rte' TOP OF CURB FACE 1 > 4. The contractor shall notify the City of Rancho Cucamonga Police Department, The City of Rancho Cucamonga Fire Deportment and any affected school district, 72 hours prior to construction Foothi!}t�l a itnort'dtt6i indicating any detour and/or road closures. Arrow Rt w Rt LOOP DETECTOR PLACEMENT 5. For inspection of this project, the Contractor shall contact the Public Works Section at (909) - 477-2740 ext. 4075, Monday – Thursday, and at least two working days prior to the construction le riveway REFER TO P� FOR DISTANCE ►sc TO ADVANCE DETECTORS start date. if 6. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or _F easement or rights–of–way. Also, a rmit shall a – -- to Freeway 0 encroachment within any City of Rancho CucamongaPe be obtained from the City of Ontario. 2 � f During the construction operations at least one 12' lane in each direction shall be provided for each direction of travel on all streets at all times. The traffic lanes shall be maintained on pavement and shall remain unobstructed. VICINITY YAP CONSTRUCTION NOTES TO SCA 8. The Contractor shall familiarize himself with all underground utilities, pipes and structures, and shall NOTA ta--VARIABLE DEPTH COU) PLANE 0.09' AT OR NEAR THE CENTERLINE AND 0.12' take sole responsibility for the repair/replacement, at no cost to the City, for any damage to said TO 0.15' AT THE EDGE OF PAVEMENT (SEE TYPICAL SECTIONS ON SHEETI) underground utilities, pipes and structures. O CONSTRUCT 0.12' ASPHALT RUBBER HOT MIX OVERLAY (ARHM–GG) PER CITY STD. 100–A 9. Contractor shall verify all conditions and dimensions shown on the plans at the site prior to 33 SAWCUT commencement of any work. All discrepancies shall be reported for direction immediately to the City. 10. On the date and at the time of the submittal of the Bidders Proposal the Prime Contractor shall TYP I CAL X - SECTIONS � MATCH EXISTING possess any and all contractor licenses, in form and close as required by any and all applicable o laws with respect to any and all of the work to be performed under this contract; Including but not o o STRIPING NOTES limited to a Class "A" License (General Engineering Contractor) or a Specialty Class "C-12" license 0 (Earthwork and Paving Contractor) sufficient to cover all the work to be performed by the Prime NORTH 0. 0 SOUTH �—PAINT 4` DOUBLE YELLOW CENTERLINE WITH TYPE "D" MARKER PER CITY STD. Contractor in accordance with the provisions of the Contractor's License Low (California Business and r 133 OR LEGECALTND ,NS STD. OR DETAIL 22 Professions Code, Section 7000 at. seq.) and rules and regulations adopted pursuant thereto. R/W 30' � 44 R/W & PAINT LEGEND , SYMBOL OR ARROW TYPE N (S.A.E.) PER CALTRANS REVISED STD. PLAN A24A, A24C AND A24D VARIES 32' 77 PAINT 8" SOLID WHITE STRIPE WITH TYPE "G" MARKER PER CITY STD. 133 PAINT 12" SOLID WHITE CROSSWALK UNE 10'± TO 14'± VARIES 90-- PAINT 4" WHITE RIGHT EDGE UNE EXISTING SURVEY MONUMENTATIONto PAINT 4" SKIP YELLOW CENTERLINE WITH TYPE V MARKER PER CITY STD. 133 All existing survey monuments that will be disturbed by this project shall be referenced and roseby 30'± TO 33'± I OR CALTRANS STD. A20A DETAIL 2 the City's Construction Surveyor in accordance with Section 8771 of the California Surveyors Act. I VARIES 11 PAINT 4" SOLID YELLOW STRIPE CENTERLINE FLUSH D Monuments found by research of available City records and by field survey aro shown on the plans EDGE OF MATCH TO EXISTING 1' To 2' � @– REMOVE AND REPLACE AFFECTED LOOPS PER LOOP PLACEMENT DETAIL ON SHEET 1 and described as follows: ( PAVEMENT —\ Z " I Z 3/8 ± ELEVATION EXISTING DIRT DIFFERENCE OF �1 RR spike located at the centerline intersection of Del Norte Avenue and 8th Street (Sta 7+44.10) 1 EXISTING A.C. 00 2 1" Iron located at the centerline intersection of Glenn Avenue and 8th Street (Sts 14+58.30) EXISTING S/W a �� .2 3 � o EXISTING A.C. o PAVEMENT EXISTING CURB 0.09' COLD PLANE DEPTH AND GUTTER NO0 L) SOUTH 0.12' COLD PLANE DEPTH R/W 30' � 44 R/W — ---- --- — -- BASIS OF BEARINGS tied at the locations of existing shall be 32' bearings aro shown on this Ian. Centerline stationingg vARtEs No bed centerline monuments shown on the plan. STA 1 +50 TO STA 15+50 10,± TO 11'± 30.5'± AND I � STA 17+00 TO STA 25+50 FLUSH AND VARIES EDGE OF MATCH TO EXISTING 1' TO 2' CITY SPECIAL PROVISIONS: I PAVEMENT 3/8'± ELEVATION I DESCRIPTION OF REVISION DATE APPIMVEn: NOT TO SCALE EXISTING DIRT XEXISTINGANCECOF 1. PRIOR TO OVERLAY, APPLY WEED KILL AND ALLOW TO SET FOR 14 DAYS THEN ROUTE ALL CRACKS 1/4" 1 _ CITY OF RANCHO CUCAMONGA OR GREATER AND APPLY CRACKSEAL REFERENCE CONTRACT SPECIFICATIONS 302-5.1. — — — 0 2, ROCK DUST BLOTTER IS REQUIRED AFTER PLACEMENT OF THE ASPHALT RUBBER OVERLAY. REFERENCE EXIS-n"G S/" TITLE SHEET CONTRACT SPECIFICATIONS 600-2.6.4. 2 3 EXISTING A.C. PAVEMENT 8TH STREET PAVEMENT REHARILITATION EXISTING CURB 0.09' COLD PLANE DEPTH AND GUTTER LEGEND 0.15' COLD PLANE DEPTH Underground CONSTRUCT o.,2' ASPHALT RUBBER HOT MIX OVERLAY (ARUM–GG) PER cmr FROM ,GROVE AVENUE TO BAKER AVENUE SHEET INDEX o g STD. 100-A ✓tet . � APPROVED BY: DATE: "-- Service Alert o Q'`°FE�S'�! CITY ENGINEER ' �� L�l�� RCE. 24953 1. TITLE SHEET Call: TOLL FREE VARIABLE DEPTH COLD PLANE 0.09' AT OR NEAR THE CENTERLINE AND 0.12' STA 16+00 TO STA 16+50 ��'►\�� ti� o � TO 0.15 AT THE EDGE OF PAVEMENT � �� ;R�::;�� e�l- �� 2. PLAN 1 -800-422-4133 NOT TO SCALE o No. 24953 PK CITY OF RANCHO CUCAMONGA 461eH 3. STRIPING PLAN TWO WORKING DAYS BEFORE YOU DIG W 0500 C C CENTER DRIVE Exp. 12-31-01 SHEET 09CIV1 � �� PK RANCHO CUCAMONGA, CA 91730 � * 1 of 3 �- �� OF CALM CHECKED R.C.E. No DRAWING No. JD DATE ME No 1795 BENCHMARK Found 1" round head bolt in concrete curb stamped "SBCO 01680" at the southeast corner of 8th Street and Grove Avenue, 1 foot east of curb return. Elevation- 1166.579 W ' Qi 'i 1•�, O CONSTRUCTION NOTES --- STA 7+44.10 8TH ST. O - ++ DEL N 0 RTE AVE. r1 --VARIABLE DEPTH COLD PLANE 0.09' AT OR NEAR THE CENTERLINE AND 0.12' TO 0.15' AT THE EDGE OF PAVEMENT (SEE TYPICAL SECTIONS ON SHEET 1) oSTD. 1 00 0 CONSTRUCT 0.12' ASPHALT RUBBER HOT MIX OVERLAY (ARHM—GG) PER CITY > +I w 3 SAWCUT —A CITY OF RANCHO CUCAMONGA Q _j — 0 4 t+00 8s" J MATCH EXISTING 777".#00, 77 )� f Jp/, s fJ✓/ // . t '� ,rte' � /-'r , T+00 .`- 4 17 1 0 4 3 8 TH S TREET CITY OF ONTARIO 4 3 w w o z Z v --- - LdLEGEND QLd U CONSTRUCT 0.12ASPHALT RUBBER HOT MIX OVERLAY (ARHM—GG) PER CITY QSTD. 100—A VARIABLE DEPTH COLD PLANE 0.09' AT OR NEAR THE CENTERLINE AND 0.12' O TO 0.15' AT THE EDGE OF PAVEMENT wV WATER VALVE 1 W W 0 8 W O O O STA 14+58.30 8TH ST. O +� GLENN AVE. CF) 00 CD -H w<Q o CITY OF RANCHO CUCAMONGA Q _J (n s / ' - ,1 ifi+00 1'1+AO ; / ,1 �, - J 13+0 ,:' ✓� 0 f. ;;__� 0 ` 1 i� > 17+96, w �_ i�-� _ � -� a --1 � �-�r- -1 r + _� � - - - ��-` � �--; �-'� � .�- _ _z�--- fes""` - - �-; �, - . + 4 _ -�1 � z�-^`i� �r�-- ,�-- �=- Y�--,- � O w o 4 3 M 8 TH S TREET 4 3 �� of ONTARIO w w zm - QA w - - - - - J w _ �I Q = w C) V) v V) � Z a �i O Q O PC �— * DESCRIPTION OF REVISION DATE cxrY �rtovM. 'v Q PRoFESCITY OF RANCHO CUCAMONGA Q o CITY OF RANCHO CUCAMONGA PLAN C>Q r OQ % /�. +Qb s i� 21 �I '- "., 22+0 f % �y +00 �.�, ` +�0 1 2 r 2509 s +QO 26+34.25 di 3 r - PLAN -�: _ �-. _ . 24953 . — T #, EXp 12-31-01 18TH STREET PAVEMENT REHABILITATION w 4 3 M 8TH STREET CITY OF ONTARIO 4 3 �� C1 IV � d z � f III — Q of CAN' - -- - - -- _ -_ - -- 7: -- -- ----- - ._ --- - _ _ -- - --- - _ -777--" -_ --_ -__ _::-- -_:: - -_--_ __ FROM GROVE AVENUE TO BAKER AVENUE LLJ = w CITY OF ONTARIO APPROVED BY: DATE:/ U (n CITY ENGINEER ��: ( ,.� (, � -. 1/ Zz (, RCE: 24953 oSM --�N GSE �E a- WCOMMENM Q PK CITY OF RANCHO CUCAMONGA SRH 10500 CIVIC CENTER DRIVE ORAWN RANCHO CUCAMONGA, CA 91730 SHM PK 2 of 3 No. 8 d/ Rc.E No oRA�rn�c APPROVED DATE �D ¢°� o No 1795