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Home My WebLink About4782-5LOCAL DEPRESSION TO BE POURED MONOLITHICALLY WITH PROPOSED CULVERT 47'66 INV - LOCAL DEPRESSIONS PER CITY STANDARD OR ` CONCRETE SLAB BY OTHERS. Z ALT. GOLD JOINT IF POUR SEPARATELY-- Q� REINF0RCIN6 PER CITY STANDARD BY OTHERS.- II mdJ Y� 0 <LL i OF SPECIAL INSPECTION BY A SPECIAL INSPECTOR FOR EX15TINCY 51TE 501L CONDITIONS, FILL PLACEMENT 4 LOAD BEARING AEOVIREMENTS SHALL BE PERFORMED PER THE FOLL0WIN6 TABLE. aprr.Iw iw4wnTION TAFJLF FOR FXATINni SITF SOII CONDITIONS VERIFIGATION 4 IN5PEGTI0N 7A` NOT APPLICABLE O T PERIODICALLY I. Verify materials below s R= 3(d) FOR " THRU #6 s9 MII footing are adequate to R= 4(d) FOR THRU GROSSTIE achieve the design beering R= 5(d) FOR 0I4 THRU MI8 1 capacity per, soils report. D= 4(d) FOR s3 THRU s5 D= b(d) FOR sb THRU s8 steel and placement. * INCREASE LENGTH BY 30% 2.Varify excavations are extended to proper depth WIRE TIE END FOR TOP BARS (HORIZONTAL \S LAP SPLICE 4 have reached proper BARS 50 PLACED THAT MORE ✓ material per soils report. 5.Perform classification MEMBER BELOW, EXCLUDE b. Sampling and testingq of steel (mill reports S 4 testing of controlled ✓ WALLS) \ fill mateNals per soils J Z report. IU 4.Verify use of proper ✓ materials, densities 4 lift of rebs ,sou lers thicknesses during place- ment 4 compaction of controlled fill per, lolls I � 5.Prior, to placement of and c6ncrete cover per controlled fill, observe ✓ subgrade 4 verify that ./ site has been prepared 2.1rispection of reinforcing properly per soils re Ort• Prof y P P Exception - Special Inopectlon is not required during placement of fill controlled having a total depth of 12 Inches or, less. P1 d) 4(d) OR 2 1/2" MIN. 90° BEND DENP 1600 BEND {48(d) 48(d) * IN CONCRETE s R= 3(d) FOR " THRU #6 s9 MII MASONRY (U.N.O.) R= 4(d) FOR THRU GROSSTIE O0 ? - J �IwILL R= 5(d) FOR 0I4 THRU MI8 1 D= 4(d) FOR s3 THRU s5 D= b(d) FOR sb THRU s8 steel and placement. * INCREASE LENGTH BY 30% T„ WIRE TIE END FOR TOP BARS (HORIZONTAL \S LAP SPLICE N PUT CROSSTIE W/ EACH STIRRUP ALT. 135' BENDS - ALL BENDS SHALL BE BARS 50 PLACED THAT MORE �2 THAN 2 INCHES OF FRESH CONCRETE 15 CAST IN THE O MEMBER BELOW, EXCLUDE b. Sampling and testingq of steel (mill reports S ✓ WALLS) \ J Z IU �- TIS RWJP L)5:24 MADE GOLD TYP. RE I NFORG I NO DETAILS 1 04 BARS O 16" O.G. 06 BARS O 2" O.G. 40db LAP r TYP. ILF/ VARIES 0.65' MAX.) / 7. Ja . *4 BARS • 18" O.G. 47.66 INV ?S, TRANSITION FROM RECTANGULAR SECTION i TO 30"x22" ELLIPTICAL CONNECTION. END OF CULVERT TO CONNECT TO CITY OF FONTANA 47.49 EXISTING 30"X22" GMP REINFORCED CONCRETE BOX OT4400 CAMPUS DR. D o NEWPORT BEACH, eOW M CA, 92660 DIAL TWO WORKING P: (949)752-1612 BEFORE DAYS BEFORE F: (949)752-5321 YOU DIG YOU DIG WWW.g0uvisgr0UP.c0111 TOLL FREE 1-800-227-260C A PUBLIC SERVICE BY UNDERGROUND SERVICE ALER' REV. ry' N?, KIKI� 04 BARS a 12" O.G. CONGRElf BOX (Uc, AT28 DAYS = 2500 P51 MIN.) -- - - 5UBeRADf= PREPARATION PER SOILS REPORT. NOTES: I. SEE CIVIL DRAWING SHEET 2 OF 4 BY (r4 V CONSULTING, INC. FOR MORE INFORMATION. 2. VERIFY ALL THE DIMENSIONS AND INFORMATION SHOWN WITH CIVIL DRAWING PRIOR TO CONSTRUCTION. RE I NFORC EID CONCRETE BOX NOT TO SCALE 2 2. Waterproof back of all the retaining walls w/2 coats of asphaltic emulsion per manufacturer's specifications. 13. 51ob control joints shall be placed at all angle points and a maximum 12'-0" o.c. 14. Backfilling shall not be permitted until at least 1 days after the walls are built and P'c has reached min. 2500 psi and grout has obtained min. 10. 2000 psi compression strength. 15. Retaining walls aro not designed for surcharge of paving equipment. Equipment must Ice kept backs from top of the wall minimvm distance equal to wall height. 16. For curved portion of the walls, footing reinforcing shall be placed rodlally, and spacing measured along the centerline of the masonry wall. 11. Outlet of any surface drainage pipe Into the subdroin system Is absolutely prohibited. 18. Concrete cylinder tests from prolact pour, in accordance with the G.B.G. shall be submitted for review and approval by the project soils engineer, and the local jurisdictional authorities, prior to any backfilling. 19. Step footing shall be In even block Increments. 20.Footings shall be poured continuously. I1 In addition to the regular inspection, the following items will also require special Inspection In accordance with Sec. 1104 of the Building Code. Soils compliance prior to the foundation Inspection, pro -stress foundation, high strength steel and concrete. All Inspection and tests shall be performed by a qualified testing agency retained by the owner. The special Inspector shall be qualified and approved by the building deportment and acceptable to the architect. The special Inspector shall observe work assigned for conformance to the approved design drawings and specification. The special Inspector, shall furnish Inspection report to building department, engineer, and architect of record. Copies of the report shall be available at the job site at all time. Final reports for all Inspections and testing must be provided by the special Inspector. Final reports shall document completion of all Inspection and correction of all noted discrepencles. The duties of speclal Insppector, shall be In conformance with the requirements of section 1104 of the California building code the latest edition. Contractor, shall be responsible for all expenses due to any premature notification of Inspection which results In additional site visits. Failure of notification by the contractor for inspection on a timely basis may result In complete removal and replacement of all work performed at contractors expenses. 51ta visits by the structural engineer do not constitute on inspection. Special inspection required for the following Items: SPECIAL INSPECTIONS AND VERIFICATIONS BY A SPECIAL INSPECTOR ARE REGUIRED FOR CONCRETE C0N5TRI4TI0N AND SPECIFIED IN THE F0LL0NIN6 TABLE SPECIAL INSPECTION TABLE FOR CONCRETE CONSTRUCTION (ONLY APPLICABLE IF THE STRUCTURAL DESIGN OF FOOTING I5 BASED ON f'c > 2500psU 5EE NOTE 04 UNDER REINFORCED CONCRETE. VERIFICATION 4 Not� ApPlicabl P 160 Reference sto'dor'd s INSPECTION TASK llsied 11s GROSSTIE O0 ? - J �IwILL I K pp(�Z D= 4(d) FOR s3 THRU s5 D= b(d) FOR sb THRU s8 steel and placement. 0 'O OI� `gym 6, p( 0 N PUT CROSSTIE W/ EACH STIRRUP ALT. 135' BENDS - ALL BENDS SHALL BE L)5:24 MADE GOLD TYP. RE I NFORG I NO DETAILS 1 04 BARS O 16" O.G. 06 BARS O 2" O.G. 40db LAP r TYP. ILF/ VARIES 0.65' MAX.) / 7. Ja . *4 BARS • 18" O.G. 47.66 INV ?S, TRANSITION FROM RECTANGULAR SECTION i TO 30"x22" ELLIPTICAL CONNECTION. END OF CULVERT TO CONNECT TO CITY OF FONTANA 47.49 EXISTING 30"X22" GMP REINFORCED CONCRETE BOX OT4400 CAMPUS DR. D o NEWPORT BEACH, eOW M CA, 92660 DIAL TWO WORKING P: (949)752-1612 BEFORE DAYS BEFORE F: (949)752-5321 YOU DIG YOU DIG WWW.g0uvisgr0UP.c0111 TOLL FREE 1-800-227-260C A PUBLIC SERVICE BY UNDERGROUND SERVICE ALER' REV. ry' N?, KIKI� 04 BARS a 12" O.G. CONGRElf BOX (Uc, AT28 DAYS = 2500 P51 MIN.) -- - - 5UBeRADf= PREPARATION PER SOILS REPORT. NOTES: I. SEE CIVIL DRAWING SHEET 2 OF 4 BY (r4 V CONSULTING, INC. FOR MORE INFORMATION. 2. VERIFY ALL THE DIMENSIONS AND INFORMATION SHOWN WITH CIVIL DRAWING PRIOR TO CONSTRUCTION. RE I NFORC EID CONCRETE BOX NOT TO SCALE 2 2. Waterproof back of all the retaining walls w/2 coats of asphaltic emulsion per manufacturer's specifications. 13. 51ob control joints shall be placed at all angle points and a maximum 12'-0" o.c. 14. Backfilling shall not be permitted until at least 1 days after the walls are built and P'c has reached min. 2500 psi and grout has obtained min. 10. 2000 psi compression strength. 15. Retaining walls aro not designed for surcharge of paving equipment. Equipment must Ice kept backs from top of the wall minimvm distance equal to wall height. 16. For curved portion of the walls, footing reinforcing shall be placed rodlally, and spacing measured along the centerline of the masonry wall. 11. Outlet of any surface drainage pipe Into the subdroin system Is absolutely prohibited. 18. Concrete cylinder tests from prolact pour, in accordance with the G.B.G. shall be submitted for review and approval by the project soils engineer, and the local jurisdictional authorities, prior to any backfilling. 19. Step footing shall be In even block Increments. 20.Footings shall be poured continuously. I1 In addition to the regular inspection, the following items will also require special Inspection In accordance with Sec. 1104 of the Building Code. Soils compliance prior to the foundation Inspection, pro -stress foundation, high strength steel and concrete. All Inspection and tests shall be performed by a qualified testing agency retained by the owner. The special Inspector shall be qualified and approved by the building deportment and acceptable to the architect. The special Inspector shall observe work assigned for conformance to the approved design drawings and specification. The special Inspector, shall furnish Inspection report to building department, engineer, and architect of record. Copies of the report shall be available at the job site at all time. Final reports for all Inspections and testing must be provided by the special Inspector. Final reports shall document completion of all Inspection and correction of all noted discrepencles. The duties of speclal Insppector, shall be In conformance with the requirements of section 1104 of the California building code the latest edition. Contractor, shall be responsible for all expenses due to any premature notification of Inspection which results In additional site visits. Failure of notification by the contractor for inspection on a timely basis may result In complete removal and replacement of all work performed at contractors expenses. 51ta visits by the structural engineer do not constitute on inspection. Special inspection required for the following Items: SPECIAL INSPECTIONS AND VERIFICATIONS BY A SPECIAL INSPECTOR ARE REGUIRED FOR CONCRETE C0N5TRI4TI0N AND SPECIFIED IN THE F0LL0NIN6 TABLE SPECIAL INSPECTION TABLE FOR CONCRETE CONSTRUCTION (ONLY APPLICABLE IF THE STRUCTURAL DESIGN OF FOOTING I5 BASED ON f'c > 2500psU 5EE NOTE 04 UNDER REINFORCED CONCRETE. VERIFICATION 4 Not� ApPlicabl P 160 Reference sto'dor'd BC Reference INSPECTION TASK llsied 11s I.Inspectlon of reinforcing steel and placement. a. Placing of reinforcing ✓ steel AGI 318: b. Sampling and testingq of steel (mill reports S ✓ identification of steel)33,1.1-1.1 C. Inspection Of Installation ✓ of rebs ,sou lers d. Reinforcing steel sizes, spaclnq, splices, clearance and c6ncrete cover per ✓ construction document 2.1rispection of reinforcing steel welding in the following Items: AWS 01.4 AGI 316: 332 a. Verification of weldoblllty of reinforcing steel other V than ASTM A706 5.Inspect bolts to be Installed In concrete per structural drawing during placement of concrete where allowable V 19113 loads have been Increased 4.Varifgln(:j use of required design mix a. Method of proportioning ✓ 316: 190422 b. W/C ratioAGI V C'. Cement type d. Strength 5.At the time fresh concrete is sampled to fabricate specimens for strength tests, perform slump and olr content�/ ASTM G 112 ASTM G 31 tests, Determine the AGI 318: 5.6, 5.6 temperature of the concrete for shortcrete construction Jnspectlon of concrete for proper application techniques. V AGI 318: 5A, 5.10 (conveying 4 depositing) Inspect formwork for shape, location and dimensions of the V AGI 50: 6.1.1 concrete member Laing formed SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH STANDARDS IN EFFECT. GENERAL REQUIREMENTS All material and workmanship shall comply with the following: I. These General Requirements unless otherwise noted on plans or Spec, Iflaot Ions. 2. California Building Code, 2007. 3. All applicable Local, State and Federal Godes, Ordinances, Laws, Regulations and Protective Covenants governing the site of work. 4. Standard Specifications of ASTM as noted herein are required by the Building Code or G.B.G. 2001. 5. In case of conflict, the more stringent requirement shall govern. b. On site Verification of all dimensions and conditions shall be the responsibility of the contractor and sub -contractors. Noted dimensions take precedent over, scale of drawings. 7. Engineer or architect of record Is to be notified Immediately by the contractor should any question arise pertaining the working drawings and/or, specifications. 8. No deviations from these requirements and structural details shall be made without the written approval of 6ouvls Engineering Consulting Group. Approval by the inspector does not constitute authority to deviate from plans or specifications. 9. The design, adequacy, and safety of erection bracing, shoring, temporary supports, etc., Is the sole responsibility of the contractor, and has not bee considered by the architect or Engineer. The contractor shall provide the necessary bracing to provide stability prior to the application of the aforementioned mateNals. Observation visits to the site by the architect or structural engineer, shall not imply the assvmption of any responsibility In this regard. The bullder, has requested, contracted with and Is compensating 6ouvls Engineering Consulting Group for the limited services of providing the minimum structural engineering drawings required, when combined with the other builders consultants drawings, to obtain a building permit for this project. These drawings aro not Intended to, nor do they, detail all conditions, Identify all materials, or, define or limit the scope of work required to complete the project. The builder has requested, accepts, and represents that he will select all materials and manufactures, qualify and select all subcontractors and Installers, direct all ways and means of construction, and provide all additional Information, above and beyond these drawings, required to complete the project In conformance with all governing agencies and the work will meet or exceed accepted Industry standards. REINFORCED CONCRETE GENERAL I. All reinforced concrete materials and construction shall conform to chapter 19, G.B.G. MATERIALS 2. Gement shall conform to G.B.G. 1903 of G.B.G. and shall correspond to that on which the selection of concrete proportions were based. 3. Concrete aggregates shall conform to G.B.G. 1,105 4. Use type V cement for concrete in contact with soll containing sulfate. (min. c =4500 psi, 26 days). Refer to section 1904 of Building Code for special exposure conditions as required by Soils Engineer 4 see Corrlson Engineer's recommendations for concrete exposed to corrlson. 5. Reinforcing steel shall conform to ASTM A615. Grade 40 for sizes #3 and s4 and grade 60 for sizes s5 and larger. 6. Dowels shall be equal In size and spacing. STRENGTH T Concrete shall be proportioned to provide a minimum compressive strength, Pc, equal to 2500 psi (28 days), unless noted otherwise. b. All reinforcing, dowels, holdowns, and other Inserts shall be secured In position and approved by the local building official prior to the pouring of any concrete. Min. concrete cover for reinforcing: a. Concrete,placed against earth not formed -51. b. Concrete formed or troweled -2.. c. Walls and kuru - 1 1/2" all. Slab on grade - at center FOUNDATION Soils Foundation engineering has been predicated on data and recommendations contained in soils report by G.H.J. Incorporated, SOILS REPORT NO. 06108-3, DATE: 03/02/01. This report Is considered part of calculations and construction documents and Is to be adhered to in all of Its recommendations and requirements. Verify minimum foundation depth, width, reinforcing steel and additional expansive soil requirements with valid soils report and If they are anyy more restrictive, then they shall supersede the 6ouvls Engineering m(nlmums. Soil engineer should revlaw and approve all retaining walls prior to construction. DESIGN CRITERIA: ACTIVE EFP (LEVEL) = 35 PGF BEARING CAPACITY= 1,800 P5F PA551VE EFP = 250 PGF \A= 0.35 f'c = 2,500 (see note M4 under reinforced concrete) I. U.N.O. all calls containing reinforcing steel shall be grouted solid. 2. All portion of wall retaining shall be grouted solid. 3. All footing shall be poured on undisturbed ground or undisturbed angineere compacted fill. A field soil memo is roc{ulrod from a representative of the geotechnical consultant for soil Inspection of the footing excavation to confirm that the footing is excavated into suitable bearing material. 4. Wall shall be laid true and plumb. 5. Provisions shall be made for adjoining construction. 6. All laps and splices shall be 48 bar diameter min. 1. All construction shall be done in accordance with applicable sections of the 2001 CALIFORNIA BUILDING CODE and A.G.I. standards 381-05. 8. All bars shall be bent cold. 9. Contractor shall verify compatibility of design with existing conditions prior, to placement of footing steel. 10. Backfill shall be per soils engineer's recommendations. 11. subdroin shall be 4" perforated PVC schedule 40 pipe with I GF/LF of 3/4" crushed rock or equivalent wrapped In filter fabric. The filter must overlap 2" at ends of the filter. Outlet subdraln to the curb opening. Piepa, UmeaThe SuwOf CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLAN DRAWN BY: SCALE: DK I I NONE DK f 4/21/09 X Date !t / / U "� CHECKED BY: P D DRAWING NO.: FJ HUAN NGUYEN. C 64238HN DATEq�. 478 2