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Home My WebLink About2445-1cIow., Ii�Y OF FONTANA STREET IMPROVEMENT PLANS 6 F(?R BEECH AVENUE r*%r,er,.,f% SHEET 8 SHEET 7 6 PLANS PRE PARED FOR FEVISIOM ' -- BENCHMA�K No. ng oval Date: Cr�val Date: Landings 750 L.L.C. CALTRANS BENCHMARK NO. 8-17 Attn: Ben Anderson BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343 N/0 HIGHLAND AVE., 0.2 -Ml. W/O SAN 550 W. Orangethorpe SEVAINE RD., IN SOUTH CONCRETE BASE OF Placentia, California 92670 S.C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. (714) 996-6700 ELEVATION: 1428.60130 �14P�G�EM�sUTb' S'�/EET r .omen& 1 *Ms N O;S WIWI, OF C�l1AIV1 8 1. City of Fontana, General notes for street plans. 33. The contractor shall not disturb existing survey monuments or bench 2. All work shall be done in accor�_ ince with these plans and Standard marks noted on the plans, or found during construction without prior notification to the Civil Engineer. Removal and replacement shall be ; 1Q' Specifications for Public Works Construction. (Green Book) done by a Registered Civil Engineer or Licensed Land Surveyor. Survey 3. Construction permits shall be obtained from the Ci of Fontana p City monuments which will be destroyed as a result of this construction shall be replaced. Contractor shall notify Registered Civil Engineer or CONSTRUCT 8 PCC CL 3 AND GUTTER PER CITY STD. DWG. NO. +G`1 Engineering Division prior to start or any work within the city Licensed Land Surveyor one week prior to construction so that ties to limits. All inspections shall be requested at least 24 hours prior to the start of any work (909) 350-6632. monuments can be established for later replacement of said monuments 9,015 LF. by said Registered Civil Engineer or Licensed Land Surveyor. 4. The contractor shall not operate any mainline water valve. 1,000 5. Curve data refers to the face of curb. 34. City of Fontana, utility notification list 6. Stationing refers to the centerlines of streets except where City of Fontana Pacific Bell Co. Checked otherwise noted. Attn: Carlos Navarro Attn: Virginia Becker 7. Contractor to install pavement markings and striping as required 8353 Sierra Avenue 3939 E. Coronado Street Fontana, CA. 92335 Anaheim, CA. 92807 t 3 by the City Engineer. (909) 350-6632 (714) 666-5467 8. All underground work shall be completed prior to paving of So. Calif. Gas Company Underground Service Alert CONSTRUCT LOCAL DEF R =SSION PER CITY STD. DWG. NO. 121, WIDTH AS INDICATED- streets. Attn: Dennis Freeman (800) 422-4133 16 1981 W. Lugonia Avenue 9. Locations of public utilities shown have been determined from Redlands, CA. 92374 Comcast ( Cable TV ) 17 available information. However it shall be the responsibility of (909) 335-7547 Attn: Jack Hayes tk the contractor to determine the true location and elevation in the Emergencies: (800) 427-2200 1205 Dupont Ave. SAWCUT EXISTING AC F 4 IEMENT TO CLEAN STRAIGHT LINE- field of any existing utilities and to exercise proper precautions Ontario, CA. 91761 to ovoid injury or damage thereto. Contractor shall contact So. Calif. Edison Company (909) 390-4738 7,153 underground service alert for utility location before excavation 300 N. Pepper Avenue 21 at 1-800-422-4133. Rialto, CA. 92376 General Telephone Company 10. All manhole and cleanout frames and covers shall be constructed 6 909 820-5598 - Underground Attn: Steve Hock 909 875-5100 - Transmission 1400 E. Phillips . Blvd. CONSTRUCT AC OVERLA ( (MINIMUM. 0.1' THICKNESS) s% inches below finished grade by sewer contractor and shall be 213 637-1233 - Pipelines Ontario, CA. 91766 23 raised to grade by paving contractor after completion of paving. 909 357-6223 - Distribution (800) 422-4133 EA. 800 422-4133 11. All valve cans and covers shall be constructed 6 inches below Fontana Water Company 27 finished grade by water contractor and shall be raised to grade by paving contractor after completion of paving. Crawford Canyon Mutual Water Co. Attn: Michael J. McGraw S.F. Attn: Bill Vanderkieft, Jr. 8440 Nuevo Avenue 12. Refer to City of Fontana, underground utility location standard (619) 868-6040 Fontana CA. 92235 (909) 822-2201 detail 129. Fax: (909) 823-5046 13. The contractor(s) shall coordinate construction with all utilities 31 and other improvements including, but not limited to, gas, AS REQ'D 0 telephone, electrical, lighting, cable television, landscaping, e49N.S'lRIrCT 4"P�d S'1104 4L�PES L�ITY,S'1D PL,4N/t/O. IODO /D!S 3,9,53 landscaping irrigation, domestic water, reclaimed water, sewer, _GENEPAL NOMS OPPILCABLE To ALL Wom N CALTRANB nM storm drainage, flood control systems, etc. 14. As -built drawings shall be provided by the contractor to the Engineer 1. An encroachment permit is required before any work may begin CONSTRUC7101 NOTES 2,3,6-9.11,14,20,25.26.30 NOT NEEDED CIN THI::SE PLANS of Record, who shall provide record drawings to the City Engineer. in or near the State right of way. 15. Type, location and width of driveway approach aprons will be 2. All applicable General Note statements shall be shown on the plans. determined at the time of construction and shall conform with the City of Fontana Standard Details. 3. All work within the State right of way shall conform to the latest State �eirYaf .ca",,fA44 To Standard Plans do Specifications or as directed by the State's 16. Contractor is instructed to refer to these plans and the representative (Standards other than State Standards must be specifications and where there is or may be a conflict shall pre -approved and justified). immediately report said conflict or possible conflict to the owners representative. 4. No equipment or materials may be stored on the State right of way. 17. Sterilant required under all A.C. pavement. 5. All disturbed areas in the State right of way must be treated for ,9a./&sr 7V aZgQ 2,6r erosion control (hydroseeding or equivalent, or as directed by the 18. All exposed concrete surfaces shall conform in grade, color and State's representative). The responsibility for maintaining erosion finish to all adjoining curbs and sidewalks. control will not be released until the seeding is well established. The 38 O&ZZ,5ex TD BE' OV -g" ' . cP,gCB6GG) Contractor will be responsible for the cost of Caltrans cleaning any 19. No concrete shall be placed until the forms and reinforcing steel drainage structures/channels which have become cluttered with debris P4/LLBOX TD has been placed, inspected and approved. and/or silt as a result of, or caused by, the construction project. 20. The walls and faces of all excavations greater than five (5) feet 6. Access control on the freeway will be maintained at all times, i.e., the in depth shall be effectively guarded by a shoring system, sloping work inside the State right of way must be fenced off with no access of the ground or other equivalent means. Trenches less than five to the work area from the freeway. (5) feet in depth shall also be guarded when examination indicates hazardous ground movement may be expected. 7. No freeway ramps or freeway lanes may be closed or obstructed at anytime unless specifically allowed per the encroachment permit and/or 22. The contractor shall obtain a permit to perform excavation or as directed by the States representative. trench work as described in note 20 above from California State Division of Industrial Safety. See Standard Specifications for 8. All fence relocated to facilitate the construction of this project inside Public Works Construction, Section 306-1.1.6. the State right of way shall be replaced with type CL --6 fence as 23. No trench backfill shall take place without prior approval of the shown in the State's - Standard Plans or with a reinforced concrete block wall in accordance with acceptable local agency standards. City's Inspector. 9. Where Type CL -6 fence does not exist, the State right of way fence 24. Protective measures shall be taken by the contractor so as not to must be upgraded to type CL -6 fence, as shown in the Standard cause any mud, silt or debris to be deposited onto public or Plans. adjacent property at all times during construction. Any mud or debris on public property shall be removed immediately,_ Dust shall10. Al). state .d.roinage structures/charnels _must first be .completely cleaned be controlled by watering or other approved method throughout the of debris and/or silt by the contractor prior to making the connection. grading operations. 11. Where survey monuments exist, such monuments shall be protected or 25. Estimate of quantities is provided by the engineer only for the shall be referenced and reset pursuant to Business and Professions convenience of the developer. The contractor shall make his own Code, Sections 8700 to 8805 (Land Surveyor's Act). determination of construction quantities before submitting his bid. Any item of work required by these plans which is not' 12. All signing, striping and pavement markings shall be in conformance specifically listed in the estimate of quantities shall be with the current edition of the Traffic Manual, published by the State considered as included in the other items of work. of California, Department of Transportation, and the Special Provisions. All pavement markings shall be thermoplastic unless otherwise noted on 26. All backfill to be certified by the Soils Engineer. the plans. 27. All materials and methods to be subject to the approval of the 13. The exact location of all signs shall be determined in the field by the City Engineer. State's representative. 28. Adequate stakes shall be set by the Engineer to enable the 14. All conflicting striping and pavement markings not 'shown on the plans contractor to construct the work to the plan grades. shall be removed from the pavement by sandblasting by the contractor. 29. Care should be taken to prevent grades, ditches and swales from undermining street improvements. Upon inspection of the site, the 15. All conflicting signs shall be either removed or relocated by the City Engineer may require temporary gunite swales, entering or contractor. Relocatable signs shall be installed as specified on the leaving improvements. plans or as determined in the field by the State's representative. 30. All utility companies shall be given 48 hours notice prior to work , 16All signs, roadside markers, electroliers, etc., shall be protected and/or around their facilities. replaced , �n-kind according to the current State Standard Plans and 31. Actual thickness of A.C. pavement and/or base course material for the current Traffic Manual, at no. cost to the State. structural street section shall be recommended by a geotechnical engineering report and submitted to the City of Fontana for approval 17. Local agency (City, County, etc.) Standards will be permitted in the upon completion of rough grading. State right of way only if they exceed State Standards and are approved prior to permit issuance. 32. Pavement structural sections shown are minimum and subject to revision and approval of the City as required by soils tests taken after completion of rough grading. cIow., Ii�Y OF FONTANA STREET IMPROVEMENT PLANS 6 F(?R BEECH AVENUE r*%r,er,.,f% SHEET 8 SHEET 7 6 PLANS PRE PARED FOR FEVISIOM ' -- BENCHMA�K No. ng oval Date: Cr�val Date: Landings 750 L.L.C. CALTRANS BENCHMARK NO. 8-17 Attn: Ben Anderson BRASS CAP IN CONCRETE S.C.E. TOWER LEG. 343 N/0 HIGHLAND AVE., 0.2 -Ml. W/O SAN 550 W. Orangethorpe SEVAINE RD., IN SOUTH CONCRETE BASE OF Placentia, California 92670 S.C.E. TOWER 19.5; 2.65 MI. W. ALONG HIGHLAND AVE. FROM SIERRA AVE. (714) 996-6700 ELEVATION: 1428.60130 �14P�G�EM�sUTb' S'�/EET r ViCiNff Y MAP SCALE: 1 "= 1/2 mile Prepared ay: OFE--� CITY OF FONTANA ALLAHU EIVU`1Vf=EH11yUQ �o N O;S WIWI, OF C�l1AIV1 8 0__CONSTRUCT 6.5" AC PI , =MENT (Min) OVER 12" OF 95% COMPACTED NAi'NT: __.� /7 DDO S.F. 6101 Cherry Avenue ; 1Q' ( See general notes 3 , :32) Drown ey: Fontana, California 92336No. a- CONSTRUCT 8 PCC CL 3 AND GUTTER PER CITY STD. DWG. NO. +G`1 4;2M LF. Q-- CONSTRUCT 8" PCC CL 3 ONLY PER CITY STD. DWG. NO. 101 ._� 9,015 LF. (D -CONSTRUCT PCC CROS GUTTER & SPANDREL PER CITY STD. DWG. 104 1,000 S.F. Ray J. 10 CONSTRUCT 4" PCC MEQ 4DERING SIDEWALK PER CITY STD. DWG. NO. 10504 W:&26' ._._ 27,575 S.F. Checked &-CONSTRUCT HANDICAP ,,,MP PER CITY STD. DWG. NO. 104A 12 Ek t 3 CONSTRUCT 2"x4" REDk ':)OD HEADER .� 821 LF. 15 CONSTRUCT LOCAL DEF R =SSION PER CITY STD. DWG. NO. 121, WIDTH AS INDICATED- 2 EA. 16 ADJUST MANHOLE FRAh - do COVER TO GRADE PER CITY STD. DWG. NO. 109 23 EA. 17 ADJUST VALVE BOX AN) COVER TO GRADE PER CITY STD. DWG. NO. 130 �_____._ 19 tk 18 SAWCUT EXISTING AC F 4 IEMENT TO CLEAN STRAIGHT LINE- 1,200 LF. 19 CONSTRUCT 2"x6" RED'/,)OD HEADER _..._._ 7,153 LF. 21 GRIND EXIST. AC PAVEI iz NT (MINIMUM 0.1' THICKNESS) 2;3.80& SY 22 CONSTRUCT AC OVERLA ( (MINIMUM. 0.1' THICKNESS) s% Vo; 8G5-S.F. 23 POWERPOLE TO BE RE[ C CATED (BY OTHER) 4 EA. 24 REMOVE EXIST. TREE _ _ AS REQ'D 27 CONSTRUCT DRIVEWAY :1 ►TRANCE PER CITY STD. DWG. 102-C --- 450 S.F. 28 CONSTRUCT 8" PCC PI =MENT W/ 6"x6"x10 Ga. W.W.M. Zl�pC/Z $aS 1500 S.F. 29 CONSTRUCT 8" AC BEF +; PER CITY STD. NO. 136 .-..� 868 L.F. 31 PROTECT IN PLACE _ AS REQ'D 0 3Z e49N.S'lRIrCT 4"P�d S'1104 4L�PES L�ITY,S'1D PL,4N/t/O. IODO /D!S 3,9,53 S.r. NOTE: CONSTRUC7101 NOTES 2,3,6-9.11,14,20,25.26.30 NOT NEEDED CIN THI::SE PLANS 33 Ze feYe Zrr19r11,9 /"lSi9rl4eY4ND 49 "ePZ11AEo L S. �eirYaf .ca",,fA44 To eXw:sT,�EEr «ewr 3l0 ,9a./&sr 7V aZgQ 2,6r �1 PZILLBDX rO Bt By efWZT, ,4AI& 38 O&ZZ,5ex TD BE' OV -g" ' . cP,gCB6GG) Q P4/LLBOX TD ViCiNff Y MAP SCALE: 1 "= 1/2 mile Prepared ay: OFE--� CITY OF FONTANA ALLAHU EIVU`1Vf=EH11yUQ �o J. Civil Engineering - Land Planning ��44.", 6101 Cherry Avenue ; 1Q' a Drown ey: Fontana, California 92336No. 36052 � SCN (909) 899-5011 Fax (909) 899-5014 °G Exp, 643o/2p Designed By: 2.5,q s,,��- clv�\- f _ SCN Ray J. mond Allard, R.C.E. 36052 Date CA Checked (expires 6/30/2000) RJA CALIFORNIA IV , STREET IMPROVEMENT PLANS scale' ' 1 "� 40 for TR - 156a;5 Date: BEECH AVENUE OCT. 1906 Approved: Dwg. No. 1 Aro. CITY ENGINEER R.C.E. 25126 2445 Filename: L:\bWG\10201 \BEtCN\10201 ST1.6k DATE: February 4, 1,997 � i i STREET IMPROVEMENT PLANS scale' ' 1 "� 40 for TR - 156a;5 Date: BEECH AVENUE OCT. 1906 Approved: Dwg. No. 1 Aro. CITY ENGINEER R.C.E. 25126 2445 Filename: L:\bWG\10201 \BEtCN\10201 ST1.6k DATE: February 4, 1,997 �