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Home My WebLink About1258-8-r i I 1 / �f G GE NS' /2 "o1#9 ht COTE , ��ST ! o �._ I N N o , o t4qC ` W `� O % I �a , T4 REBAR . • I A. ; rr WELDED TYP. ) , 1/2"x 2" STEEL STRAP WITH 3/8 BOLT GRATE ASSEMBLY DETAIL ivoT W sCR4Z' 6 EL . 45.85 TYP S,0ACEO f/iPl�Urt/D �'/,QCCJitiIF�"�'E"�CF CMP TO D/.SC1191?6EO STR(�C7-URE' E'ER. C17'11-/8 "' O 3" OIWA IETER /-/OGES. STD. /24 2` MIN. ! 2 0_ 4-Z X/8" C10P 74_4:,C-7 Z03 xZEdUCE',� SEE 4267",#/L 77-116 — ® /3� , 1 � -- o Sf��E7:' • S,c� I I. �'ST D. C_.: . P. - - - g•° F�ow 1 11 I T: E Mi N. 2 --0 O - TYP BiIJ/U' ,�LOOr� SET TEE SECTION IN WET I'�.-::.Zoo: 6"� MIN: �iD; CONCRETE FOOTING a TROWEL 1. .a.. i. ..124�� MIN. 4� 1 INSIDE TO DRAIN �� L•::D ANCHOR BLOCK MIN. 5 SACK / C.Y. CONCRETE OR METHOD APPROVED BY BUILDING OFFICIAL DRAIN PIPE RISER No SCALE / -76 SGOPE• TO 4 swA�E �9l.M�R/A zo r 160T z rL \ _3`± I �j 7-)-P ON ACG F/LL M�TE"R/�9L SECTION / NOT TO .SCALE CO/UST.� `1111 /O' RIP- Rl9P /4 GAL E- (6 to /2'• ROG /CS) • 972 town & country road, orange, califomia 92668 telephone (714) 835-4447 prp A PlearAns Re"Wok COMPOW /�Vc�,/ALL /v /�•C../ '" �CJ(/C/ /� L IAJE- A planning engineering landscape architecture environmental studies ORA//1/�9GE EASEMENd PER SEH9RflTE /N.STRVMENT CONST /0'x/0'x2' IVR -RAP � PROTECT/ON (61o/2"0/.9. -� ROCKS D/SCH/9Rae sTRlJCTURE— PIR C/7T STD. /24 STS 116143 33 colvsr' 2- /8'Rc.1.4 CLINE 4) ---� E•E PROF/LE TH/S SH5"T '� so GENERAL NOTES: 1. All work and materials shall comply with the specifications and standard plans of the City of Fontana, Public Works Department dated 1975. 2 All grading shall be done in accordance with Chapter No. 20 of the Uniform Building Code, State of California, 1976 edition, and the preliminary soils study, 3. Inspection to be called for through the City of Fontana (714- 350-7(0/0' 24 hours prior to starting work. 4. All utility companies to be given 48 hours notice prior to working around their facilities.- N- acititiesN .5. Prior to construction the Contractor shall obtain permits from the City of Fontana, Public Works Department. 6. If any existing utilities or any other facilities conflict with the proposed improvements, work shall stop and the Engi- neer notified immediately of this situation. SCFIGE: /'- 30` 7. Dust control shall conform to the provisions in Section 10 of the Standard Specifications and as hereinafter specified. 8. Adequate stakes shall be set by the Engineer to enable the contractor to construct work to the plan grades. 9. As -built plans shall be provided by the Contractor to the City. CO/VST. ' 6'' /-1/6H )04R/ME7ER amm-aw 76 FZ /CE PZR C XTRWAIS ST/2. t9 - 78 -R. Flo I -le CA4P (14 CMP R4546R PeR ADZ-Ti9/L THIS Sf/EET \ i� � /' <'t.t� r <000"I. LEGEND T. e. TOP OF CURB ELEVATION o � ' f.[. FLOW LINE ELEVATION �.� GRADE BREAK y.� HIGH POINT PROPERTY LINE B.V C. BEGIN VERTICAL CURVE E Ve, END. VERTICAL CURVE P!. POINT OF INTERSECTION 90 ODlo- DATA 3.8 -a s�000sl. FILL OR CUT SLOPE �I LOT NUMBER ff FINISHED FLOOR ELEVATION --- TRACT BOUNDARY lon .� •�'��--d EXIST. CONTOUR ELEVATION X39 t PAD ELEVATION COA1.57-35 COW7- 8 7 L.F. . "2 - — - _ _ _ _ Td , /7I l'- /J, ,/ .I n n CO/UST.� `1111 /O' RIP- Rl9P /4 GAL E- (6 to /2'• ROG /CS) • 972 town & country road, orange, califomia 92668 telephone (714) 835-4447 prp A PlearAns Re"Wok COMPOW /�Vc�,/ALL /v /�•C../ '" �CJ(/C/ /� L IAJE- A planning engineering landscape architecture environmental studies ORA//1/�9GE EASEMENd PER SEH9RflTE /N.STRVMENT CONST /0'x/0'x2' IVR -RAP � PROTECT/ON (61o/2"0/.9. -� ROCKS D/SCH/9Rae sTRlJCTURE— PIR C/7T STD. /24 STS 116143 33 colvsr' 2- /8'Rc.1.4 CLINE 4) ---� E•E PROF/LE TH/S SH5"T '� so GENERAL NOTES: 1. All work and materials shall comply with the specifications and standard plans of the City of Fontana, Public Works Department dated 1975. 2 All grading shall be done in accordance with Chapter No. 20 of the Uniform Building Code, State of California, 1976 edition, and the preliminary soils study, 3. Inspection to be called for through the City of Fontana (714- 350-7(0/0' 24 hours prior to starting work. 4. All utility companies to be given 48 hours notice prior to working around their facilities.- N- acititiesN .5. Prior to construction the Contractor shall obtain permits from the City of Fontana, Public Works Department. 6. If any existing utilities or any other facilities conflict with the proposed improvements, work shall stop and the Engi- neer notified immediately of this situation. SCFIGE: /'- 30` 7. Dust control shall conform to the provisions in Section 10 of the Standard Specifications and as hereinafter specified. 8. Adequate stakes shall be set by the Engineer to enable the contractor to construct work to the plan grades. 9. As -built plans shall be provided by the Contractor to the City. CO/VST. ' 6'' /-1/6H )04R/ME7ER amm-aw 76 FZ /CE PZR C XTRWAIS ST/2. t9 - 78 -R. Flo I -le CA4P (14 CMP R4546R PeR ADZ-Ti9/L THIS Sf/EET \ i� � /' <'t.t� r <000"I. x:-;! 6f7SE L /NE Al/E, QJ J LJ < 71_(L� t DETE�t/71ON Bf�S/N M/GLEP FI!/E 'I F -1 -1 L PRIVATE ENGINEER'S NOTICE TO CONTRACTORS i EXISTING UNDERGROUND STRUCTURES k The existing and location of any underground pipes or structures shown on these plans was obtained by a search of available records. To the best of our knowledge there are no existing utilities except as shown on these plans. The Contractor is required to take due pre- cautionary measures to protect the existing utility lines and any lines not of record or not shown on these plans. SAFETY RESPONSIBILITY Contractor agrees that he shall assume sole and congplete responsi- bility for job site conditions during the course of construction of this project, including safety of all persons and property, that the requirements shall apply continuously and not be limited to normal working hours; and that the Contractor shall defend, indemnify and hold the Owner and the Engineer harmless from any and all lia- bility, real or alledged, in connection with the performance of work on this project, excepting for liability arising from the sole negli- gence of -the Owner or the Engineer. BASIS OF BEARINGS: The basis of bearings for fih.i s reap is North 0002' 39" West being the centerline of Almeria Avenue per Parcel Map No. 321$, Parcel Map Book 29, Page 15, San Bernardino County. BENCH MARK: Bench, mark no. 508 i ron pi pe at the center] i ne intersect ion of Miller Avenue and Tokay Avenue. Elev. 1342.37. VICINITY MAP LEGEND T. e. TOP OF CURB ELEVATION F.S. FINISHED SURFACE ELEVATION f.[. FLOW LINE ELEVATION �.� GRADE BREAK y.� HIGH POINT PROPERTY LINE B.V C. BEGIN VERTICAL CURVE E Ve, END. VERTICAL CURVE P!. POINT OF INTERSECTION 90 CENTERLINE DATA 3.8 .C.E. No. FILL OR CUT SLOPE LOT NUMBER ff FINISHED FLOOR ELEVATION --- TRACT BOUNDARY DAYLIGHT LINE .� •�'��--d EXIST. CONTOUR ELEVATION X39 t PAD ELEVATION x:-;! 6f7SE L /NE Al/E, QJ J LJ < 71_(L� t DETE�t/71ON Bf�S/N M/GLEP FI!/E 'I F -1 -1 L PRIVATE ENGINEER'S NOTICE TO CONTRACTORS i EXISTING UNDERGROUND STRUCTURES k The existing and location of any underground pipes or structures shown on these plans was obtained by a search of available records. To the best of our knowledge there are no existing utilities except as shown on these plans. The Contractor is required to take due pre- cautionary measures to protect the existing utility lines and any lines not of record or not shown on these plans. SAFETY RESPONSIBILITY Contractor agrees that he shall assume sole and congplete responsi- bility for job site conditions during the course of construction of this project, including safety of all persons and property, that the requirements shall apply continuously and not be limited to normal working hours; and that the Contractor shall defend, indemnify and hold the Owner and the Engineer harmless from any and all lia- bility, real or alledged, in connection with the performance of work on this project, excepting for liability arising from the sole negli- gence of -the Owner or the Engineer. BASIS OF BEARINGS: The basis of bearings for fih.i s reap is North 0002' 39" West being the centerline of Almeria Avenue per Parcel Map No. 321$, Parcel Map Book 29, Page 15, San Bernardino County. BENCH MARK: Bench, mark no. 508 i ron pi pe at the center] i ne intersect ion of Miller Avenue and Tokay Avenue. Elev. 1342.37. VICINITY MAP �� /f/OT TD SCAGE MAW �K rRE►�REo IN THE OFFICE 'of: ►� �� PRC TOUPS CORP. M NE: e36-•4 DATs UNDENwrERVlaIOM of OR " K 6 -19 -as 8W 6-/9-8, ' 90 cHOOuo J . T J DATA 3.8 .C.E. No. REVISIONS DATE DES"IPTION 0 .C1TY' QF FONTANA STREET IMPROVEMENT PLANS TRACT /28/0 - J, DETENl�ON 8.95//1/ APPROV9A9/5 5 i'�"�'iSE,n T•'c. E�Evs. aN�Gh'ir��,a.� I REC`OM/v1ENDED F3Y: � go7lli185 J.T. JUAN. onr inn» ug 7 �3 WNW /" = 4 O' SCALE: �i 1ItICf: ft. �.0. $MEET _ Of _ $MEETS / .. 1. /V,p, .308 - //pUn/ 1`01t7,,E A T 7-1- E $' //V TE'/QSE6'%/UN Of M/ll FiP A vfivvt• A.vo rq,r,4/1 ,4vE-.Y�r,�-. ,E -L E-,! /.1•¢� .j' f