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Home My WebLink About1722-117 I R/VER5/D� AVENUE LOCATION MAP N. 7.5 LONA 00' � � 3T . N 1 3 i 1 36 35 34 5I 6 � I 33 �. >! 7 0l 32 , � 81. I 31 ' 9 t I so W io I 1 29 I 28 12 I 27 13 t 1 26 (4 I 25 15 W 24 � 1 16 1 h I 17 I r 18 Jb' J6' W F W! Hff.V: z (23 22 21 20 19 � I � 7 Ui 1 STREET IMPROVEMENT PLANS TRACT N0. 12694-I FONTANA, CALIFORNIA -::CONSTRUCTION NOTES AND QUANTITY ESTIMATES Expansion Joint Property Line Add #4 Bars I -' Diagonally Around Manhole Frome )§4 24�—1 4- '`6' 3, X X03 � � �, , Typical Reinforcing S I x qjFill With: 300 Steel Plots Z W jQ Concrete As PED art CU Bar '`'� /�':•: OI 1 CAiYSrRIIC7 -2 l "A. C. OV46R /2" CONIvAC re,�O 1yA7%V,' 5'D/L.39, a Q •� - CON.579- VCr CONCRE7,6 Celle,,0 4&0 o9&77Ei2 ��"C.F f ��e C17 -Y OF FONTANA 57ANDAR,D OET,4/L /4/,) 2,Q00 Z.F 1/5 H WY /0 N Face of Curb Q TELEPHONE, ELECTRICALo LIGHTING, TELEVISION CABLE, LANDSCAPING, cows rRUcr coNc2are cu2,a ANo GvrreR r�An/eirioN ro 8 "C,F 10,62 5 Bock of. Curb l•6n•:` `\�, / _ �....'., ._ y� w - Parkway Type Manhole Frome 8, Cover Steel Plate Curb _ ;, .. y Alhambra Foundry 4OA-153,0 or Equal (Bituminous Pointed) CONs7-eet1C7--0y rHIC,- coNc, e7,-6 91,CWWA44(� W/orl/ f1N,O Z0CA7'10N f'E,e F1;`_4N. 54OVfR AVENUE Clear. % ,4.d,/U5r 11A� t46 7'O/Y,6W (9,E,4,Oe W a AOX15r MANM-,6� COYr.106 TO OrE'KOE R44e/0-9 AC. v4YEMFNr I Q utter FL Q JURUPA AVfNile �„� Gutter FL • • 10 CA Gutter Q / t�'A C7:) Q I pP� Lip of Gutter 6"I Y -r- 6"6 2 /?~�OMP.00TB'D/�1PRorEAIE'NT� ,f/.4r/V4C $O/` 1 '' TY P 11% A I CTO EE T SECT IOtV • CANYON CRE; r 081ye r I R/VER5/D� AVENUE LOCATION MAP N. 7.5 LONA 00' � � 3T . N 1 3 i 1 36 35 34 5I 6 � I 33 �. >! 7 0l 32 , � 81. I 31 ' 9 t I so W io I 1 29 I 28 12 I 27 13 t 1 26 (4 I 25 15 W 24 � 1 16 1 h I 17 I r 18 Jb' J6' W F W! Hff.V: z (23 22 21 20 19 � I � 7 Ui 1 STREET IMPROVEMENT PLANS TRACT N0. 12694-I FONTANA, CALIFORNIA -::CONSTRUCTION NOTES AND QUANTITY ESTIMATES Expansion Joint Property Line Add #4 Bars I -' Diagonally Around Manhole Frome )§4 24�—1 4- '`6' 3, X X03 � � �, , Typical Reinforcing S I x qjFill With: 300 Steel Plots Z W jQ Concrete As PED art CU Bar '`'� /�':•: OI 1 CAiYSrRIIC7 -2 l "A. C. OV46R /2" CONIvAC re,�O 1yA7%V,' 5'D/L.39, a of Curb Pour •� - CON.579- VCr CONCRE7,6 Celle,,0 4&0 o9&77Ei2 ��"C.F f ��e C17 -Y OF FONTANA 57ANDAR,D OET,4/L /4/,) 2,Q00 Z.F - N Face of Curb Z.P TELEPHONE, ELECTRICALo LIGHTING, TELEVISION CABLE, LANDSCAPING, cows rRUcr coNc2are cu2,a ANo GvrreR r�An/eirioN ro 8 "C,F 10,62 5 Bock of. Curb l•6n•:` `\�, / _ �....'., ._ y� w - Parkway Type Manhole Frome 8, Cover Steel Plate Curb _ ;, .. y Alhambra Foundry 4OA-153,0 or Equal (Bituminous Pointed) CONs7-eet1C7--0y rHIC,- coNc, e7,-6 91,CWWA44(� W/orl/ f1N,O Z0CA7'10N f'E,e F1;`_4N. io, /.�o.s/7 Clear. % ,4.d,/U5r 11A� t46 7'O/Y,6W (9,E,4,Oe $ AOX15r MANM-,6� COYr.106 TO OrE'KOE R44e/0-9 AC. v4YEMFNr I 9 utter FL - �A �„� Gutter FL • • 10 CA Gutter "C. F. / t�'A to I Expansion Joint Lip of Gutter 6"I Y -r- 6"6 N0. J ITEM QUANTITY UN IT 1 CAiYSrRIIC7 -2 l "A. C. OV46R /2" CONIvAC re,�O 1yA7%V,' 5'D/L.39, 30x0 PER rR 12693 O CON.579- VCr CONCRE7,6 Celle,,0 4&0 o9&77Ei2 ��"C.F f ��e C17 -Y OF FONTANA 57ANDAR,D OET,4/L /4/,) 2,Q00 Z.F C0&57 eucr. CONC 67-5 C4120 4NO 01177 elle ��,C F. �E'2 C/rr' OF- ,-1=ON7A' A1A SrANOARD 0,67-411- /oil O Z.P TELEPHONE, ELECTRICALo LIGHTING, TELEVISION CABLE, LANDSCAPING, cows rRUcr coNc2are cu2,a ANo GvrreR r�An/eirioN ro 8 "C,F 10,62 5 CDN.6rif'vc7' 5rA/YOAR,O CRO55 0ur7-,,=1e,4/Y,0 IA91fY C/rY OF FONri9/Y.4 Srf1N0Ak,0 OE„iA/L /04. 39.5 5, Parkway Type Manhole Frome 8, Cover Steel Plate Curb _ ;, .. y Alhambra Foundry 4OA-153,0 or Equal (Bituminous Pointed) CONs7-eet1C7--0y rHIC,- coNc, e7,-6 91,CWWA44(� W/orl/ f1N,O Z0CA7'10N f'E,e F1;`_4N. io, /.�o.s/7 Clear. % ,4.d,/U5r 11A� t46 7'O/Y,6W (9,E,4,Oe $ AOX15r MANM-,6� COYr.106 TO OrE'KOE R44e/0-9 AC. v4YEMFNr 9 COVY57ReIC7 l 4WIc�6l0 CeI120 ,(;ru/eN pEie C17'7- 0F d-A;01Yr,4/Y4 b7A/YCARZ2 nE7,,4i1- 104 A . .4 �A /P CO/V5`TRl1CT B,9�i�/l,�Io,E' P,�iP FO/VT,4/1//I G'/TY SZ"D DETi�/� //8 / t�'A GENERAL CONSTRUCTION NOTES 1. THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO THESE ,PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD SPECIFICATIONS. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM FONTANA PUBL•I'C -.WORKS DEPARTMENT PRIOR TO START OF ANY WORK WITHIN THE CITY LIMITS. 3. STATIONING REFERS TO THE CENTERLINES OF STREET EXCEPT WHERE OTHERWISE NOTED. 4. CURB DATA REFERS TO THE FACE OF THE CURB, 5. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS. 6. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE CITY AS REQUIRED BY SOILS TEST TAKEN -AFTER - COMPLETION OF ROUGH GRADING. 7. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING OF STREETS. 8. EXISTING UNDERGROUND -UTILITIES ARE AS PER •AVAILABLE• -RECORDS . THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION AND ELEVATION IN THE FIELD, CONTRACTOR SHALL CALL EACH UTILITY PRIOR TO ANY WORK. 9. ALL MANHOLE AND CLEANOUT FRAMES AND. COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY SEWER CONTRACTOR AND SHALL BE RAISED TO GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. + 10. ALL VALVE CANS AND COVERS SHALL BE CONSTRUCTED 6" BELOW FINISHED GRADE BY WATER CONTRACTOR AND SHALL BE RarSED_-1'0 GRADE BY PAVING CONTRACTOR AFTER COMPLETION OF PAVING. 11. REFER TO CITY OF FONTANA, UNDERGROUND UTIL-ITY-LOCATION 'STANbARd DETAIL 129. R1W Foundry A•39J I Inlet _ or Equal Pipe 0.30 % ( Ming , 3 �vi.A•`%"�._ —•a.,. n. .til 'y1s ••/ s=..�}... <• � :i r ':+•.. - _ - ah 4{a�'a`, •... SECTION Y -Y 3 -94 As Shown 4 (912” 0 C. ! Stoles I" 3=0" In Section X -X *Typical "B" Dimensions It "A" Equals; , 5' 6' 7, "B" E uols 8'•8" 10'-5" 12'•I" T. C. Standard Curb a Gutter _ 'STORM ORM DRAIN QUANTITY c -- t,rb Opening Standard J FI. �""'"-- Curb i3 Gutter U. I"Clear• . 8 CE, $ e� g �_ : d. 6" m 10 C 10 CIF 4 052"clear d ,4 Transition .e Transition „ 8 CF ,,:, .•., . .... __`04 012 O.C. s'-6'1 4 10oc.F. W C.F. N r3 G F to 10 C.F. u> to 4tO" . , Shownd Distonce Varies' Distance Varies l SECTION X - X DETAIL of CURB FACE TRANSITION No Scale ITEM QUANTITY *B z 0.73A) _ 8.-6•• /DEQ 1 - --+-I 12. THE CONTRACTOR S) SHALL COORDINATE CONSTRUCTION WITH ALL .-UTILITIES AND OTHER IMPROVEMENTS INChUDING, BU -NOT -.LIMITED -TO GAS, COIV5rTz/cr 10/.5C1/Wf6_e 111r11/CT!/�PE' RleE e C/rYOf - I-ONr,4N15r.0 Oer,A/,C 1?4i PER rR 12693 1, - , Limits of DischargeStructure TELEPHONE, ELECTRICALo LIGHTING, TELEVISION CABLE, LANDSCAPING, L] _ PLAN Scale= I"=3=0'' 6'-d' Length Galvanized LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED NATER, SEWER _- Sidewalk 2" Min. Parkway Type Manhole Frome 8, Cover Steel Plate Curb _ ;, .. y Alhambra Foundry 4OA-153,0 or Equal (Bituminous Pointed) STORM DRAINAGE, FLOOD CONTROL SYSTEMS, ETC. _� SCALE. I IC)C Clear. gar_ Alhomb•o 04 @12 O.C. �4 �6 O.C. C. p,4v,FoWArk Vr R1W Foundry A•39J I Inlet _ or Equal Pipe 0.30 % ( Ming , 3 �vi.A•`%"�._ —•a.,. n. .til 'y1s ••/ s=..�}... <• � :i r ':+•.. - _ - ah 4{a�'a`, •... SECTION Y -Y 3 -94 As Shown 4 (912” 0 C. ! Stoles I" 3=0" In Section X -X *Typical "B" Dimensions It "A" Equals; , 5' 6' 7, "B" E uols 8'•8" 10'-5" 12'•I" T. C. Standard Curb a Gutter _ 'STORM ORM DRAIN QUANTITY c -- t,rb Opening Standard J FI. �""'"-- Curb i3 Gutter U. I"Clear• . 8 CE, $ e� g �_ : d. 6" m 10 C 10 CIF 4 052"clear d ,4 Transition .e Transition „ 8 CF ,,:, .•., . .... __`04 012 O.C. s'-6'1 4 10oc.F. W C.F. N r3 G F to 10 C.F. u> to 4tO" . , Shownd Distonce Varies' Distance Varies l SECTION X - X DETAIL of CURB FACE TRANSITION No Scale ITEM QUANTITY UNIT /4 enNSr. G'lllee /NLEr5'M41OTUe.0 PE? G/rY.3'r, .O1r. COIV5rTz/cr 10/.5C1/Wf6_e 111r11/CT!/�PE' RleE e C/rYOf - I-ONr,4N15r.0 Oer,A/,C 1?4i PER rR 12693 1, 64 L. F. NOTES= - , - I.Floor of Structure Shall Be Given A Steel Trowel Finish. ' 2.Concrete Shall Be. Class "A" (6 Sacks Portlond Cement Per. Cubic Yard ). 3. Top of Structure Shall Slope Towards Curb At 1/4" Per Foot ( Measured Perpendicular To Curb.). , t - 1T 4ff W5S-eD 49r,L j57 _57-9 /C71,19e N,4 77 YAC 00114- TYPICAL O/LT•YPICAL STREET SECTION, NO SCALE .LDAI & V/E•W D)?. BENCH MARIC I BASIS OF BEARING RIW //Yl�°,�'OVE/Y1 TJivs PW2 4 Cr R/W /A /:IlleoY.� Af.49iY7 91 PER rR 12693 /01 C. p,4v,FoWArk Vr AC. v4YEMFNr .07 1� 140 4� N,4 77 YAC 00114- TYPICAL O/LT•YPICAL STREET SECTION, NO SCALE .LDAI & V/E•W D)?. BENCH MARIC I BASIS OF BEARING RIW R/W OWN AC. v4YEMFNr a 1� 140 4� to 2 /?~�OMP.00TB'D/�1PRorEAIE'NT� ,f/.4r/V4C $O/` 1 '' TY P 11% A I CTO EE T SECT IOtV • RR SPIKE ON PP # 674320E AT THE THE BEARINGS SHOWN HEREOF ARE ,flA5ED UPON INTERSECTION OF JURUPA AVENUE THE CENTER LINE OF LIVE OAK AVE. AS SHOWN AND MULBERRY AVENUE ON TRACT NO-. 12064-2 M.B. 176/78-97 ELEV. 918.40' RECORBS OF SAN BERNARDINO COUNTY AS N. 13 1311311E. REV. DATE 13. AS BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA. 14. TYPE, LOCATION AND WIDTH OF DRIVEWAY APPROACH APRONS WILL BE DETERMINED AT THE TIME OF CONSTRUCTION AND SHALL. CONFORM WITH THE CITY OF FONTANA STANDARD DETAILS. 15, CONTRACTOR IS INSTRUCTED TO REFER TO -THESE PLANS. AND THE SPECIFICATIONS, AND WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. 16. STERILANT REQUIRED UNDER ALL A.C. PAVEMENT 17. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO ALL ADJOINING CURBS AND SIDEWALKS*. 18. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAS BEEN PLACED, INSPECTED AND APPROVED, 19. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. 20. THE CONTRACTORS) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK AS DESCRIBED IN NOTE 6 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION' 3106-1.1.6. 21. NO TRENCH,BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITYIS INSPECTOR. NO SCALE ,o �= W,69RINS- W/1-toW4N, AMD 04,07/446 OR � G, ` No. 14,475 11 F -XP 3/3//B�} CIVIL MCCUTCHAN CO., INC. CITY OF FONTANA , CALIFORNIA 265 N. SAN GABRIEL BLVD. (818) 795-5162 PUBLIC WORKS DEPARTMENT PASADENA, CALIFORNIA 91 107 Drawn by : SOUTHRIDGE VILLAGE Scale: Approved : � DB Ac:5� SFi01NN le�..�� G/9r 94 Designed by: TRACT NO. 12'694-1 Date : GERALD E. TUTT R.C.E. 14375 Date CA STREET IMPROVEMENT PLANS orollro l86 Checked by: Dwg. -No. DESCRIPTION APP. • v, C • Approved : 2 3 CITY ENGINEER R.C.E. 18932 �'2 • J•TJ 11111011k Ak— -- 4