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Home My WebLink About1802-1W n /0 ` 5T'0 r -Z. M DXZA /" E4.561`745 A/ ?' S ",,wax. Size Na r /Ye Soil., om�naded 90 ,S i e /1V/4 A/C 940/ ComivaC/ed �eddin9 Ma feria l N . Per Nole 2,4 D. Pie i TrofnCh Pof 'l no i o sca e 5A gee1;4'for Trench &cav411or/. A. All excavations shall be made, protected and supported as required for safety and in the manner set forth in the operations rules, orders, and regulations prescribed by the California Division of Industrial Safety. R. Bedding material shall be sand, gravel, crushed aggregate or native free - draining granular material having a sand equivalent of not less than 30, and shall have a percentage composition by weight which conforms to the following grading: Sieve Sizes Percentage Passing Sieves 2�..................................90-100 No. 4 ...............................35-100 Marlav Ave. Viif ci i/ 401 yvac-Ai4d: Construction contractor agrees that in accordance with generally accepted construction practices, construction contractor will be required to assume sole and complete responsibility for job site conditions during the course of construction of the project, including.safety of all persons ColiforniC Council and property; that this requirement shall be made to apply continuously and not be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold of Civil En in¢¢rl design professional harmless from any and all liability, real or alleged, in connection with the nvLand Surueyoo performance of work on this project, excepting liability arising from the sole negligence of design professional' MENOMONEE •v N Alto Am FewWry OA -1530 er Equal (81/un�bous i to Espawslan Cab A Gutter T .AN 4-4 bars DispnsMy Around i 4ehole Fnms 4( Tonaent P_i of Cab Return At Cw w Leeatlens A Esparsian JoM When Outlet Pipe Estelle Into 2'-0' Gutter Apron - Add 3 19'4 Bsn As shorn r Add Wks Meeh A PLAN 3/40 Die. Galvanized steel sa NO SoCALa Protection 8a►� ' 6"CJI 10"Cf. Ertd Andres►* - Aih0111AM)` 10"GR S"Cf foundry #A-1577 or Egwl V4 Sore 6" O.C. 4; Both Ways �..3" PROTECTIOMI.9AR DETAIL 11 a" Mw 40 0~_ Do $ups Bolt •''' !II*": 1/t4"per ft, -� No Scale Protection Br = 4" IS« Detail) I " 6 4=12 Better I _3►ePo: Gotten s, I" Clw► Steel Plate Cwb • • } ; s:i 6 w �4 ;_;A:►- ''•C Ba/- Alhenire 4e1 E :; 3, 3" i RsWw • �2"0�• Foundr �i -39 ~ •. t: � P,p or Egwl suPoe►t 3"Kadin tlHy Be M Any Wall) Ball M 6' or Le.yer Inlet ' "Clew. Add d'4 Bre Di.4664141r _':, i •' _ ; Around PIN ,¢c N. SECTION A -A. SUPPORT BOLT DETAIL NOTES Ifo •CALL Me Seelo I. Oulist Pipe Shell as Trimmed Te FNM Length And Shape Before Concrete Is Ptee*d. 2. Floor of Biebl Shall Be Owen A Steel Trowel Finish And SWI Sipe From All Directions Tormds The Outlet Pipe. 3• Wolfs AM floor Shall Be Rsinhrotd With 04 00, -mod Ben e12" O.C. Both Ways. 4. Concrete Shall M Class "A" (6 Seeks Portle" Cement Per CuN4 Yard ). fir llarl*s t• metoA book of oldowelk whoa vpNNNN R[vts�o tt•St:,wli.lw.�..5 S rayrl By pelf '9S�GHc STD. CITY of FONTANA, CALIFORNIA orro* 9 By Approved DETAIL CURB INLET STRUCTURE Do" 121 f GENERAL NOTES 1. All work shall be done in accordance with these plans and the City of Fontana Public Works Department Standard Specifications dated 1975. 2. Construction permits shall be obtained from Fontana Public Works Depart- ment prior to the start of any work. 3. Adequate stakes shall be set by the Engineer to enable the Contractor to construct the work to the plan grades. 4. As -built plans shall be provided to the City by the Contractor. 5. The Contractor shall contact all serving utility companies for locations of existing underground lines that may exist which are not shown on these plans before the start of any work. 6. A permit shall be obtained from Union Pacific Railroad Company prior to the start of any work within their easement. ' 7. The Contractor shall repair or replace all existing improvements, utility facilities, adjacent property, landscaping, fences, signs, markers and monuments, buildings and structures, conduits and pipelines under or above ground, sewer and waterlines, and appurtenances per. the Standard Specifi-' cations of the City of Fontana (Caltrans Sections 7-11 "Preservation bf Property," Section 7-1.12 "Responsibility for Damage," and Section 8-1.10 "Utility and Non -Highway Facilities." 8. The walls and faces of all excavations greater than 5' in depth shall be effectively guarded by a shoring or shielding system: Trenches less than 5' in depth shall also be guarded when examination indicates hazardous ground movement may be expected. Public safety shall be consistently guarded at all times, and non-compliance with this note shall be consider- ed the Contractor's responsibility. 9. Contractor shall fillet bottom of manholes and other structures with Class "A" concrete so as to always provide a smooth transition on flow - lines between inlets and outlets. 10. Existing utilities shall be maintained in place by the Contractor unless otherwise noted. Contractor shall backfill with sand a minimum of 24" around utility lines. 11. All pipe to be installed with bedding and D -load as specified. 12. Trench failures shall be repaird by the Contractor immediately. Upon failure of the Contractor to promptly comply, and under order of the City Engineer, trench failures shall be repaired at the Contractor's sole expense. 13. In all pipe crossings Contractor shall compact backfill by layers, at optimum moisture content. SCO.- i''RUG T/0 N N0774e5 1.. Const. 24" R.C.P. (1500-D) . 2 Const. junct. structure per City Std. 123 (dims. as showh). 3 Const. curb inlet structure per City Std. 121. 4. Install 34" steel casing pipe per U . P . R. R. non-flammable crossiYvG standard drawing. ( wall thickness.) ESTIMATE OF QUANTITIES 1. 487 L.P. 24" R.C.P. 2. 3 Ea. Junct. Str. 3. 1 Ea'. Curb inlet str* - 4. 44 L.F. 34" steel casing. 8ehch Mark #5460 Pk Nai/ Xn P. P. #w/74349E an Norfh Bide of Marla Befween Etiwanda and Mu/berry.4. /evafion : 880. DO u� No. 2G305 r EV. DATE 30 r - w i ,Y GF CAt-1I Comcast Cablevision 1257 W. Brooks Ontario, CA 91761 (714) 350-2344 Fontana Water Company 16803 Spring Street Fontana, CA 92335 (714) 822-2201 City of Fontana Engineering Services 8353 Sierra Avenue Fontana, CA 92335 (714) 350-7610 Southern California Edison Company 300 N. Pepper Avenue Rialto, CA 92376 (714) 820-:5598 Pacific Bell Telephone 3939 Coronado Street Anaheim, CA 92807 (7 14) 999-5514 Southern Calfornia Gas Company 1981 W. Lugonia Avenue Redlands, CA 92374 (714) 884-9411 -Culvert BERNurn I'A'IFt : _... I \ TYPICAL LOCATION •04 Bar Diagonally 0 ,• -• Under From* At _• Each Corner • 4 _ - SECTION Scall 3A"- 1-0" �• _ _.. PLAN .. 41 r 1'. ,Scale+ �'4": I-0" Frame a Coves Alhombro Foundry *A 1530 A �• ' Y , eX Equal ( Biturnkmo Pointed) t.. { ' - 4' (See Notel) :.� s� 1- 2" Clear. e ' Add 4 4 Bore Diagonally _ '3 w ci a" �- - 6 0 Around Pipec _ . a N3. a•• .Sn L -', -y7, � � �gstr�i � . .ice o =- •; �, ,Ss* Nofa :'2 7$ K 46"'� is Y L + _ Floc Line Elevation As Shorn On Plan b ' 2-10 NOTES i io SECTION A -A Scales L Dimension Varies According To Sidewalk Width -Use 4' Unless Otherwise Shorn On Plan. c 2. inl*t a Outlet Pipes May Be In Any Wall. Shall Be Given A Steel Trowel Finish And Stall Slope From All Directions Towards Ths- Outlet. 3. Floor of Structure 4. Inlet a Outlet Pipes Shall Bs Trimmed To Find Length a Shape Before Comate Is Placed. '•` S,Concrets Shall Be Class "A" (6 Sacks Portland Cement Per Cubic Yard.), - • °i°"n By REH CITY of FONTANA CALIFORNIA Checked n1 DETAIL'' Approved !SIDEWALK TYPE JUNCTION STRUCTURE Date Ma I96a�123��l�' f GENERAL NOTES 1. All work shall be done in accordance with these plans and the City of Fontana Public Works Department Standard Specifications dated 1975. 2. Construction permits shall be obtained from Fontana Public Works Depart- ment prior to the start of any work. 3. Adequate stakes shall be set by the Engineer to enable the Contractor to construct the work to the plan grades. 4. As -built plans shall be provided to the City by the Contractor. 5. The Contractor shall contact all serving utility companies for locations of existing underground lines that may exist which are not shown on these plans before the start of any work. 6. A permit shall be obtained from Union Pacific Railroad Company prior to the start of any work within their easement. ' 7. The Contractor shall repair or replace all existing improvements, utility facilities, adjacent property, landscaping, fences, signs, markers and monuments, buildings and structures, conduits and pipelines under or above ground, sewer and waterlines, and appurtenances per. the Standard Specifi-' cations of the City of Fontana (Caltrans Sections 7-11 "Preservation bf Property," Section 7-1.12 "Responsibility for Damage," and Section 8-1.10 "Utility and Non -Highway Facilities." 8. The walls and faces of all excavations greater than 5' in depth shall be effectively guarded by a shoring or shielding system: Trenches less than 5' in depth shall also be guarded when examination indicates hazardous ground movement may be expected. Public safety shall be consistently guarded at all times, and non-compliance with this note shall be consider- ed the Contractor's responsibility. 9. Contractor shall fillet bottom of manholes and other structures with Class "A" concrete so as to always provide a smooth transition on flow - lines between inlets and outlets. 10. Existing utilities shall be maintained in place by the Contractor unless otherwise noted. Contractor shall backfill with sand a minimum of 24" around utility lines. 11. All pipe to be installed with bedding and D -load as specified. 12. Trench failures shall be repaird by the Contractor immediately. Upon failure of the Contractor to promptly comply, and under order of the City Engineer, trench failures shall be repaired at the Contractor's sole expense. 13. In all pipe crossings Contractor shall compact backfill by layers, at optimum moisture content. SCO.- i''RUG T/0 N N0774e5 1.. Const. 24" R.C.P. (1500-D) . 2 Const. junct. structure per City Std. 123 (dims. as showh). 3 Const. curb inlet structure per City Std. 121. 4. Install 34" steel casing pipe per U . P . R. R. non-flammable crossiYvG standard drawing. ( wall thickness.) ESTIMATE OF QUANTITIES 1. 487 L.P. 24" R.C.P. 2. 3 Ea. Junct. Str. 3. 1 Ea'. Curb inlet str* - 4. 44 L.F. 34" steel casing. 8ehch Mark #5460 Pk Nai/ Xn P. P. #w/74349E an Norfh Bide of Marla Befween Etiwanda and Mu/berry.4. /evafion : 880. DO u� No. 2G305 r EV. DATE 30 r - w i ,Y GF CAt-1I Comcast Cablevision 1257 W. Brooks Ontario, CA 91761 (714) 350-2344 Fontana Water Company 16803 Spring Street Fontana, CA 92335 (714) 822-2201 City of Fontana Engineering Services 8353 Sierra Avenue Fontana, CA 92335 (714) 350-7610 Southern California Edison Company 300 N. Pepper Avenue Rialto, CA 92376 (714) 820-:5598 Pacific Bell Telephone 3939 Coronado Street Anaheim, CA 92807 (7 14) 999-5514 Southern Calfornia Gas Company 1981 W. Lugonia Avenue Redlands, CA 92374 (714) 884-9411