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HomeMy WebLinkAbout1364-18' 4 0.07 , 0.00' - 0.20' NN LEVEL LINE ILI • , 20 20 ' rypleAL 4eeTloiy — – r- N.r.S. 441 •�0 a 9moolir Finished surfer l%r,ep 3.27% : 0•/�" /d 025' LCV 61 LIN1= l9 II 18 TOOL Se T/D/Y LOCUST 4V&Nya N." rl?acr No. ir9zr v. M"..... 4 ¢ 0.5' STREET IMPROVEMENT PLANS FOR TRACT ao' 30 io ' o� .0.20` y �tvrc /-/w • %YPIGAL See T/0/1/ WlLLIAMS ROAD STREET IMPROVEMENT GENERAL NOTES 11927 1. A11 work shall be C%t7e 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 Department prior to the start of any work. 3. Manhole frames and covers shall be constructed 6" below finished pavement grade by the sewer contractor and shall be raised to grade at the completion of the paving 4 Water valve covers shall be raised to gradeby the Paving Contractor. 5. Adequate stakes shall be set by the Engineer to enable the Contractor to construct the work to the plan (,rades. 6. As -built plans shall be provided'to the City by the Contractor. 7. 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. JZ� 44, j &a D,2Jv' O./.0 Geme/ Z:rr� 2%000"4-J % 1, 6'7'1 ry�icA� �'�crrow ,5f!N -14al re A YA-*Nl/- N r- S. ons Contractor wfrc-es that lie shall assume: sole and com lete resibilit for job UNAUTHORIZED CHANGES &USES , f �r y CAUTION: The engineer preparing these plans will not be responsible California Council tiite cunclitions duanJ u_ the corse. of conu s-rction 1 of this ro ret, irlcludinsafety of all y r, or liable for unauthorized changes to or uses of these plans. All ofCivilEn ineerr l;erti�ns tinct pi-olwrty • that this i-equtreme r. t shall apply continuously and not be lirri- ' � ;feel to norrri��l %%c�rl:in-r }lours r�ncl that the Contractor shall defend indr.rnnif}• and anges to the plans must be in writing and must be approved by the LandSurveW-, .34 alc; the !_ wfit•r ;incl ;h(. Ergine t --i harmless fr-oin 'lily ane] all liability, real or alle?ed, �: �•'- eparer of these plans. }t inc.e,t�nc-cti� r; ��itil the l�c•rforrriatice of ��orl: on this Prn�cct, cxceptinn for liability .trt�tt�-f+nni mo .0v ne,;h, once of the; 0,.vier or thc: L• nglnccr. • le I I -� ,Son dac,,v io Ave. 'N a � � V !eay_m0n1/ Court _ BA9/N Iso .sheet moo. 6 , srXUP T 1MP,10YeMel r INP&Y MAP Arf 10 BENCH MARK: City of Rialto B.M #21 on B.M. Circuit #1 RR Spike on So. Side of PP # 1153325 E at the NE corner of Base Line and Locust Avenue Elev.=1400.41 City of Fontana #xm-3 PK Nail in top of So. curb of Miller, 0.9' west of Sc.uthwest curb return at Alder and Miller, Elev.=1358.31 Equation: Pubract 0.10'from elevations shown for City of Fontana Bench BASIS OF BEARING: Being the centerline of Maple Avenue shown as N00°10'13"W per Parcel Map No. 4808, PMB 50/20 ESTIMATE OF QUANTITIES: 3274.71 L.F. 8" Curb and Gutter 251.32 L.F. 8" Curb only (Returns) 1932 S. F. P.C.C. Cross Gutter and Spandrel •2351.6 S.F. 4 ItP. C. C SM0l a/k 834 S.F. P. C.C. Drive Approach 2 E.A. Sidewalk Drain 1 e.A. Barricade 660 L.F. 21#x4" Redwood Header 55,607 S.F. A.C. Pavement per Soils Report 1188 S.F. A.C. Removal CONSTRUCTION NOTES ( (1 D__ Construct 8" P.C.0 Curb & Gutter per STD 101 2 Construct Ramped return per STD 104A 3(�---- Const•ruct P.C.0 Cross Gutter per STD 104 44 Construct 4' P.C.0 Sidewalk per STD 105A 5 Construct Sidewalk Drain per STD 124 A 6 Construct ,1 r P.C.0 Drive Approachp/oeStd 10.3 7 'Construct 2 A.C. ovar c.ompectad native. soil 8 Install 2"x4" Redwood Header 99 -Install Barricade per STD No. 118 G e i. ... a.. 1 !1 1 A.G. L S l L i 1 ef Q�_Saw-Cut to Neat Clean Edge 12 Remove existing A.C. Pavement 13 Remove all Interfering trees (typ); 14 Relocate water meter 15 Relocate Power Pole 16 Remove exist, C.L. Fence Remove exist water Faucet Q8 Con3truGt A.G. over eonmpacte,d 4c?- ,I.e, /9 O�i�r/ay ��v�sGing A.G.PavGrr�eaC to vravloI6 Smcjoe.,i strvat tGoC,on. - " f�� ----- L'oilst�uct G �P• G.G. Garb f l.�utter Per/' Sic% /O/ • ZZ Cods!,, -V,6 C 7 baSir? pelf- v^fc! /Z/. z 4 �ir� G e/�gXh. 23 Z0/1.67�- eY 0V619 "1,9111Ve r moo . St4/ 20,9 Wi fh 0/eh"'/6 i-�c,� /oar def'��/ o� sfia� f to o f' to S>`reel G ir`�5 Q Z ,10C10 / 11,91 h Pressures S(:7c11411W D 5'00 O I .5,4/YMRS0/V f 14s_4oe1*T&s, Ilve Carr FONrAN4. c* 4L / , ORNI#4 9587 Arrow Aovfe, .Sv%fe "N Roocho ���o�o��, u'4 ,•l 117P AAMA_414f Alawxs aeowirAeNr ( 7/4) 980- itis Orawn Ay' sr1gee r /Mf'r30Yf:M�'/YT ' .4oa/G NtGA• DBs9�ea� A y. Date: " Kim) re,4G r Na 92 7 4ppro ve i 6 � p Dw9. No S'hGst r:onk Troo4 arC.�. //447 Checker/ may'' gale. 2� . /ci/G No. Bs OSB ,i . T. J . G , y (iify �ninur----- s . 4-mm"W ,