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HomeMy WebLinkAbout1554-1W' z W a Q I ------- liA.R1Ei.._----- ._.�. r r � UVERSIDE BLUEPRINT - RIVERSIDE, CALIF. INDEX MAP 4ASEL(A)C CorjsTRVG,r 3jK" A, .d . ?AqWG 6419K L'GM * " oPA/,T6r> 0A'-rld6 AVENUE TONS Ci o►�ST12 UG'f 6~_ 1r'.C.0 . CURB A00 4U-TTSR tecR CIT-( STA QVA p, I o 1 3,1040 L.F. O 601J6TKUGT >?C.C. RV61,P LITIA-L MigeUl `( APPROACO V15a Ct" sTrvJQAQfl IoZ 37 EA. ® CC00STauCT f?c.r-. cR <qIrrrM ,a,.ifl sFNJZ*e,s tie CIT`( STAi.lC0va fl 104- 3 E A . G) P.G.C. Aoq,,ArxcsvP RAM.p Pm a1T`i 104 9ETAIL. PA46 1. q EA. At GoIJ,6-reX,;T 4'' -rA C4 VY 4' tAI DC r. c 4 . s c 1oE%,,J ALA4. V�e? C I T`C sToo�oo� I o5 -A 16,022 S.F. a 76 L.F. ® MI LLETZ 76 L.F. AVENUE COM04C ext8T14 F -C -C, 15t06VJAA_K 360 S.F. 10 P JCGT L.F. T CxTIoAI > J V � PDT' H I L L AV!°h1UE � a( n � v PAC'II=IC 4-1 RCAILIZ6AD ARROW MUTE VICINITY MAP STREET IMPROVEMENT TRACT 13719 LO I I � I I I I W I Uj I z I W! QF :1--•—UjCD ' I wl I I LUI I I � i I ( I i N PLANS TYPICAL SECTION 09 LEVEL t .20' _ 0.20'_ LOMON STREET s EIIWOOD PLACE ENGINEERS ESTIMATE OF QUANTITIES DESCRIPTION nt lie KITITV 11A11ITC T CorjsTRVG,r 3jK" A, .d . ?AqWG 6419K L'GM * " oPA/,T6r> 0A'-rld6 1,430 ' TONS Ci o►�ST12 UG'f 6~_ 1r'.C.0 . CURB A00 4U-TTSR tecR CIT-( STA QVA p, I o 1 3,1040 L.F. O 601J6TKUGT >?C.C. RV61,P LITIA-L MigeUl `( APPROACO V15a Ct" sTrvJQAQfl IoZ 37 EA. ® CC00STauCT f?c.r-. cR <qIrrrM ,a,.ifl sFNJZ*e,s tie CIT`( STAi.lC0va fl 104- 3 E A . G) P.G.C. Aoq,,ArxcsvP RAM.p Pm a1T`i 104 9ETAIL. PA46 1. 8 EA. GoIJ,6-reX,;T 4'' -rA C4 VY 4' tAI DC r. c 4 . s c 1oE%,,J ALA4. V�e? C I T`C sToo�oo� I o5 -A 16,022 S.F. �i C.T' TV tJ C=&'r' Cl.. DCT E 76 L.F. ® r<_� cx C -1sil t-jer Gvlee A340 a uTTew 76 L.F. COM04C ext8T14 F -C -C, 15t06VJAA_K 360 S.F. 10 ('006-mixT 8" r'G•G• CU12e� A0.1e, 4oi- g pER CITY STAK1vA wr:), lol 765 L.F. SIDEWALK RAMP DETAIL NOT TO SCALE LEGEND TC TOP OF CURB ELEVATION FL FLOWLINE ELEVATION (X.XX) EXISTING ELEVATION INV. INVERT ELEVATION * USER FOR ESTIMATE OF gUANTITIES PURPOSES ONLY. FINAL DESIGN SHALL BE PERFORMED BY THE SOILS ENGINEER AFTER GRADING,OPERATIONS ARE COMPLETED. BENCHMARK CITY OF FONTANA 383 -PK NAIL IN POWER POLE # 1329208E ESS/�N 10Q' WEST OF INTERSECTION OF CITRUS AND FOOTHILL 0 BENCHMARK ELEVATION 1296.97 MELVIN W. YATCHER 03 III R T.B.M.,aAb.39964 STREET PLAN AND PROFILE TR 10415 CITRUS AVENUE 51-69CIVIL DRAWING NO 925 SHEET 3 OF 3 B.M. # 179 r �,1, ENGINEERING ' CHISLED "X" IN NORTH CURB RETURN NORTHWEST CORNER CITRUS AVENUE AND FOOTHILL AVENUE Of l;�l`�®��� ELEVATION 1297.438 GENERAL NOTES 1. Al 1 work: shat 1 be done in accordance with these plans and spec if ic:at ions Ond standards of the, City of Fontan -i ., 2. A permit from the City of Fontana Publ is Works DeW,tment will be required prior to the beginning t)4- any work: can construFtion Within the right-of-way. 0. All pipe --1 ir)es or substructures of any kind and al 1 telephone or power poles, water meters, valves, or ' hydrants, irrigation structures, etc., shown or not shown on these plans and 1 ocated within the areas to be improved and interfering with construction shall be rel ocated at no cost to the City of FontanA . It shall 1 be the owner's responsibility to notify all agencies concerned. 4. If asphalt concrete is to be placed directly on subgrades & soil steril4nt registered by the EPA for use under AC and FICC shall be Liniforml y applied at the manufacturer's recommended rate for the full pavement width prior to paving" 5 . At the completion of, paving, a materials report shall be submitted to the City Engineer of the City of Fontana listing all tests of determination complete to verify: -A. F--va l ue Sieve analysis and sand equivalent of aggregrate bases. D. Stability tail content and sieve analysis of asphalt surfacing. 6" Compaction test of embankment construction, trench back:f ill , compacting original ground and all. subgrades shall be performed at no cost to the Ci-ty of Fontana. A written report with these compaction tests shall be submitted to, the City of Fontana Public Works Department for approval , prior to placement of base materials and/ -or skirfacing. 7. All gas and water mains and laterals shall be constructed to each individual lot prior to pawing C. Adequate stakes shall be set by the En(aineery to enable the contractor to construct the work: to the plan grades. 9. Elevations shown in parenthesis are existing elevations . 10. When a%,phal t concrete is placed on native --soil which. consists of rocky material , the Subgrade shall be prepared'by removing all rocks which protrude above the subgrade and all voids or depressions shall be filled with a fine graded material caf a quality better, than the native material. (See Dote No. 4) 11. As Built Plan shall be provided to the city by, the contractor. 12. ALL DRIVEWAYS SOUTH SIDE OF HARVEY DRIVE WILT, BE DEPRESSED 3" AT THE BACK OF THE SIDEWALK.` NOTE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE 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 PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, DEAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPT FROM LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. I