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HomeMy WebLinkAbout5186-3/ o • ^00, © `) ' O /� / v� EX. R/W JOIN EX. SIDEWALK I Q . APN:0235251050000 0 vM 9967 ALMERIA AVE. / x f 0 n Nco 3� APN:0235251040000 O .o ,0 9936 NIAGARA AVE. x cn N+ + n 3a rn n N N N -4- x y' I 11 3 0 APN:0235251030000 N. `n 9922 NIAGARA AVE.9910 n N ® 1 APN:0235251020000 O acv NIAGARA AVE. z �p �I 3c~n `° r. �' APN:0235251010000 I 9900 NIAGARA AVE. EX. R/W O SDIEWALK nr1 II x S/W N 3N ca + O o x gip+ ® �c APN:0235243130000 N n 9888 NIAGARA AVE. - EX. R/W ®I ® Inco II x APN:0235243120000 9878 NIAGARA + n AVE. _ MATCHLINE STA. 16+00 SEE BELOW /4?F \ 41 "i . j n r p♦e, pe '. ►qi pr/�/j' , . �.♦Y ►♦�� �r ►��;► s E =w/� ., E - 1_ • ?w ' / ///C / 10+.0 /o 11+00 12+00 WALKWAY 0 13+00 ® N00 06 53 W 14+00 25 TRANSITION WALL 0 IO 0 0 15+00 WALL O 0 0 0 °O l 161 / e I 43S)WALKWAY 0 0 1 25' TRANSITION I I I I 1 I I NIAGARA AVENUE I M m a BMX �` Al -<. a . c 7, , \ ao. ,- - r' ll - IN.. m„ l9P Omrg -- iii►�� 111M1111/1, 124,t �� r %/ Maar . A� �_ JOIN EX. I/,e - - ' , /SIDEWALK j - ss, i / j EX. R/W 9957 / APN:0235252080000 / , ® NIAGARA II _ 0 WM ® x AVE. jl 05 M 1�I °' 1 o I ¢ I ®. jl . + r 9943 cn APN:0235252090000 0 0 00 NIAGARA AVE. 0 0 9931 NIAGARA AVE. APN:0235252100000 © jl O o' 1�',\irA�� "-, + 1 1- I . ,neIr 0 ® 0 0 9921 NIAGARA AVE. APN:0235252110000 'max' 711_ m o + PO O a. 1 I - JOIN SIDEWALK 9909 APN:0235252120000 EX. NIAGARA AVE. I 9901 NIAGARA AVE. APN:0235252130000 EX. R /W 9887 NIAGARA AVE. APN:0235244140000 I 9877 NIAGARA APN:0235244150000 AVE. A. 16+00 SEE ABOVE RICHT APN:0235243110000 9868 NIAGARA I 10' AVE. TRANS x TION °- 0 N. co m `T APN:0235243100000 .� I 9856 NIAGARA AVE. x 1 0 0 M r i 1 -1-M x d O APN:0235243090000 9844 NIAGARA AVE. n _1-O '� iv APN:0235243080000 M 9834 NIAGARA + AVE. _1-n x APN:0235243070000 o 9824 NIAGARA AVE.+ _vim '� O APN:0235243060000 n 9814 NIAGARA AVE. + _� x �N O APN:0235243050000 � 6 + 9802 NIAGARA AVE. _� '� 1 pN APN:0235243040000 O N + 9790 NIAGARA AVE. 1' '�cn ( �N Q � + NE STA. 22+00 SEE BELOW LEFT IIIIII 11 11'- � id- EX. R/W O 3N II' e.:( ® I I II� 3� coWM ® 11� 3� OWM II� 3� OWM ® 3N ®�EX. R/W 3N O 0 I0 3c~n • `^`W \ + TIan ri1!f ►♦ - ° :' z :_ `-.. �. .A ��tr,♦�� aaiir ♦ `����!�J. A7 LI a z ICY W .. "//� tO ♦♦ > L \iT. ,_ •.I ,d�` .boa ° , ..: C ♦ ► ��// ►♦ `6�Ci!a ^ � 11111,411101 W ,.. r p. r -O 0 OVYYM ©© O 0 0 © -00 1,400 0 F© 0 wM ® 18+00 0 0 m FENCE 0 © 0 FENCE 0 © 0 0 0 TRANSITION 19+00 20+00 0 0 O 0 0 0 0 wM 0 0 21+00 LANDSCAPE 0 0 22- 0 2 TRANSITION 1 I 1 1 (� I 1 1 I NIAGARA AVENUE I I i-..1, O00- ©-0 0" -O ©0TYR0""- 0 0.O © O0 0 O ©; O -G 1 , 0 0 0 --WALL- O © O CO 0 © O>_ ' c -CI - r O O ® ..JOINEX.-. SIDEWALK- ,r Er ©Bit,asilaa .\ minims _ ,�� it :► n th r,i ►'♦ nT iii` 11MP.! II T.,�I -� 1 �a� � �►0♦tl ��/ -19A►1S� � allal.a� ►�. � `�/ Vt! ��g� 7:1�����'��L�iw r �.�O�a♦may RY l n % a •� ,® F " \ = % _min a11- -cow V o ® 0WM I io � �m I �u�i F- Q de JOIN EX. ® I SIDEWALK x rn x ++ CO ate) o me 12 0 ®� ® II '� n + m FENCE © 0 II x + al S W II O / ® ® " N + o WM 0 n ® 0 '< °' + o X. R/W u Ex + 0 O g 2 9867 NIAGARA AVE. e ©� ® _ 71-n9855 N 9855 NIAGARA AVE. ::43 NIAGARA AVE. II 1 9833 NIAGARA AVE. d II � i0� 9823 NIAGARA AVE. II to 9813 NIAGARA AVE. II (NJ 9801 NIAGARA (ON AVE. 11 ¢N 9789 NIAGARA AVE. II '- APN:0235244160000 30 O APN:0235244170000 a 3cn APN:0235244180000 l� I APN:0235244190000 (, N 3w APN:0235244200000 O Stn APN:0235244210000 O APN:0235244220000 3N O 3N I APN:0235244230000 O CONSTRUCTION NOTES AND QUANTITIES APN:0235243030000 APN:0235243020000 I APN:0235243010000A s00 REMOVE EXISTING CONCRETE CURB, FENCE, SIDEWALK, WALKWAY, LANDSCAPE, 1 17 RELOCATE EXISTING UTILITY O (BY OTHERS). 9780 NIAGARA AVE. 9768 NIAGARA AVE. 1 9756 NIAGARA AVE. 0 1 1 +0 OR WALL. CURVE TABLE W=16' X=41o / C¢ a + O ADJUST UTILITY TO GRADE 18 PER OWNING FACILITY AGENCY WMO ® EX. R/W I STA.22+65.29 ® / © ® EX. R W '' N o Q� 2 REMOVE TREE AND ROOTS. REQUIREMENTS. O LENGTH RADIUS DELTA TANGENT 11 /y / ^' ' - 1 REMOVAL LIMIT. SAWCUT CONCRETE, ASPHALT, AND OTHER HARDSCAPE 19 PROTECT IN PLACE. O O C1 42.18 20.00 118' 40' 41" 34.35 ,. �. -r=,ri• e \VE. C.L. VE. C.L. SURFACE AND REMOVE TO THE LIMITS SHOWN ON THIS PLAN. ALL REMOVALS �' - c ��' b ° SHALL BE DISPOSED OF BY THE CONTRACTOR. C2 22.26 20.00 62' 42' 44" 12.39 EE AE �, ., \ •� 20 CONSTRUCT 4" P.C.C. WALKWAY, MATCH TO EXISTING. -- EXISTING DRIVEWAY AND CONSTRUCT 6" THICK DRIVEWAY O O OREMOVE PER DETAIL 4 C3 31.40 20.00 88'23' 32" 19.79 - _- ,r - - - - - - - - W B", SEE SHEET 2. 21 REMOVE LANDSCAPING AS DIRECTED BY FIELD ENGINEER. C4 30.81 20.00 87' 14' 00 19.28 © 0 0 O WM WALKWAY 0 0 0 (E)FH 0 REMOVE EXISTING DRIVEWAY AND CONSTRUCT 6" THICK DRIVEWAY WITH CURB u� -00y `�` A ARA A %ENIJ a�` �" ` sy �'i ` `'"-' 23+00 24+00 �y o O AND GUTTER PER CITY OF FONTANA STANDARD PLAN NO. 1002 O RESET EXISTING STREET 22 STANDARD PLAN N0. 4003. REMOVE EXISTING GUTTER SIGN PER CITY OF FONTANA Q 0 I t 1 I 0 0 0 O- . O 0 0 1 0 0 0 WALKWAY 0 0 hh++��11 0 A CURB AND AND CONSTRUCT ROLLED CURB PER O DETAIL "C", SEE SHEET 2. 23 CONSTRUCT CONCRETE 7O CONSTRUCT FULL DEPTH ASPHALT CONCRETE SLOT PATCH. RETAINING CURB. _ _ -.- _ _ e REMOVE & REPLACE ATTACHED O24 DRIVEWAY AREA (9957 & 9943) "NIAGARA" TO ACHIEVE 6' FLAT AREA. Pc,�<`�♦ it SI LML, \ O O CONSTRUCT 8" THICK P.C.C. CONCRETE PAVEMENT. ��w,. ��� 0 en\\ �\, �, \ REMOVE EXISTING CURB RAMP, CURB, OR GUTTER AND CONSTRUCT CURB RAMP O "A°, LEGEND�.- - - PER DETAIL SEE SHEET 2. ....Sr- I 11, n 0 ® co 0 Wf't 0 0 0 N a REMOVE EXISTING CURB RAMP, CURB, OR GUTTER AND CONSTRUCT CURB RAMP EX. R/W - -_,_ N- ��' 10 PER CITY OF FONTANA STANDARD PLAN NO. 1003. CONSTRUCT P.C.C. SIDEWALK 9779 NIAGARA AVE. x 1°7! 9767 NIAGARA AVE x + 0 9755 NIAGARA AVE. h a APN:0235244240000 C•1 NN APN:0235244250000 SNS I® n I 11 REMOVE EXISTING CURB RAMP, CURB, OR GUTTER AND CONSTRUCT CURB RAMP PER CITY OF FONTANA STANDARD PLAN NO. 1004. CONSTRUCT 6" A.0 PAVEMENT North OVER CLASS II A.B. n 11 I--' APN:0235244260000 _ 3 0 3 0® I I I O CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY OF FONTANA STANDARD PLAN 006. 1SPPWC CONSTRUCT 8" P.C.C. PAVEMENT 0 10 20 40 80 O 0 "= e12 I REMOVE EXISTING CURB RAMP, CURB, OR GUTTER AND CONSTRUCT CURB RAMP it:c '-ft,t ' 1`` `�,. ° SCALE 20' 13 O i k CONSTRUCT WALKWAY EX. R/W PENOR STANDARD PLAN NO. 111-5 CASE A, TYPE 6. CONSTRUCT ROLLED CURB I 14 INSTALL NEW MAIL BOX AND POST. Eli 'SIDEWALK DIMENSIONS ARE FROM FACE OF CURB TO BACK OF WALK. A S B W=14' X=4' O I 15 ADJUST AUTOMATIC GATES AS NEEDED. STA.10+81.31 � \ 3 u U ,♦p♦ 16 RELOCATE EXISTING FENCE AS DIRECTED. UNDERGROUND SERVICE ALERT (USA) 0 AS BUILT REVISION 6/1/15 M.G Nig, W4115 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. lip KOA CORPORATION PLANNING & ENGINEERING 3190 C. Shelby Street California 91764 Tel: (909)890-9693 Fax: (909)890-9694 Prepared Under The Supervision Of : DATE: CITY OF FONTANA, CALIFORNIA Of ESS/pIT'S SIDEWALKS, ACCESS RAMPS, AND DRIVEWAY APPROACH IMPROVEMENTS it 2,'. o Gu 4 ,, 1� c� No. 7519) DP. 6/30/16 /* cpAL/ SIgIEOFCALrF��\p aOntario, THE LAW! DIAL BEFORE YOU DIG! CALL AT LEAST TWO WORKING DAYS BEFORE YOU DIG t!Ot eq4lic-.$1 /1 O RT _ ®•fd�l•l C� be.a.eywdp DRAWN BY: SCALE: Noted MING GUAN. R.C.E. 75793 Recommended 8 y DATE: DESIGNED BY: NIAGARA AVENUE PLAN SHEET DATE: BENCH MARK:B.M. N0. 321 ELEVATION=1124.03' DESCRIPTION: THE BENCHMARK FOR THIS SURVEY IS OF A CITY OF FONTANA BENCHMARK N0. 321 BEING THE TOP AVENUE OPPOSITEFOF MIRE HYDRANT, ALLORY DRIVE LOCATED AT THE WEST SIDE OF CITRUS CHECKED BY: APPROVED BY: / DRAWING NO.: 3 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE / BATE: /G'[/,T 5186 4 CITY ENGINEER R.C.E. 51152 CITY ENGINEER MANAGER R.C.E. 51152