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Home My WebLink About4443-1--- .... _ .- - i - _-- ...... jj---- -r ................ i _.. .. _ _ e - I. - .... ............... ...... • .. ._.r p.......... ..----- ------- a ..... -..—::.......... ....... .............4_ - -`---- ._... ....--- ----- ry -: {-.-.-...i... _..^..... ♦ --: _ . _ _ - - --------- i------.. ................ i ..-- ---- a-------:. ............... M Construction Elmson J� ....................._ ... -............... .... -- _....... .......... .........4....................6........ ............................... .......-. ....... ......... ..... ...... r....--.-...---.-.-. - ..........�..........p....... .... ..... .... .... ----- - ........ ... ......... ... Q� 1 40 5.P. ....................... .. ......... ... ......... ..........:......... NEI= oil 14 .3 1,.R 3�) – M .......... .......... ...... -- �- -.. ,.. .... ___ y. ....... ... ._. ------ ..T _ .. .. .... .... .... ... .... ... q .... ... __ .. ... . �— .... - 4 .... ---. ------ . . .......:. ........ -. .... _.. --....... ......... .... ....._ ---. - ..... _ — .t.......... --- .. ... .... 'S4! 559 C5&0 5(01 562 43 N I%"therr to A9 I� o� x 3;d �5%►% — �� N Manor < nr Varie,5 0,53' �o 0, 34 o 1L J t` t fZoh�nna i7r. Q s ' o � � 3 v �� r Q tr►h dr. _ o o a -E lz, ' &rn gora r y A.G. �rvale� v&ct ion A- A it of o iana m a,l 1il v� not �o hca I P/ M— Go. Go San $er-nary I N �` rs cQ N 4 11 N6 AI + a` t I L1P01 vd �Ex. G.L. F�nXe �o.00' �ilo.o7 `oy�n 4K. �' pt"D�eGt i tZlw — — — -A-7 -1 - `' E�Cy A.G. yak �n9 51 t — — �K. G. �. - fix• .G. EX. �.. Y✓ahhirt ion 1 Vr. S s _ 2 1 3 ``' �, Q 1-10 rw LW o� ImfrovemP.nks - - Oria�'inal 17, VV I �. Viinity Map VA I l e T --T-- y >s Ex• G. G• �� S., i S� ln��x 0 Construction Notes J� ....................._ ... -............... .... -- _....... .......... .........4....................6........ ............................... .......-. ....... ......... ..... ...... r....--.-...---.-.-. - ..........�..........p....... .... ..... .... .... ----- - ........ ... ......... ... Q� 1 40 5.P. ....................... .. ......... ... ......... ..........:......... .. ....................h. _ .......... ......... ..........:.......... ..... ... ._ _._ ........-:. ......... .......... ......... ....................p. ._......_._i.......... .......... ... .... -.....-p---.__.. ._. ..... .... .... .... .. _....... ............-..-.... ........_. ... .. _. .... __ ... .... .... .... .............._ .. ....................q...............--_-_ --____ _.. ... _.........q......_...:....:.....0.. - - ._ .... _.: - - _:.. .... _ ..... 6. c. curb And JU&or tier 5, 0. Co. Std . I l�. 14 .3 1,.R 3�) – Gonf,roct tewrnI7 A.&. 5,wa1e, , YarieI�Ie, i�tio�,rle5, D.ID'to 0.�3�. 19 946 5.F JV) Gonhtruct �.�. 00mrnere('a1 �riveYV4y few. hA�. Co. hkd I2M AJt �— )aw out eXiSt irq V l5a lir- a- 16U min. V A.e. fvAH rr -to ?in. D (-7D.—(rA,ure,) 61A&walk 4�o be eowo�uotad with Ovildin9 F&rm)6 drainage facilities, a soils sterilant registered by the "E.P.A." for use Dench Mark ^' recommended rate for the full pavement width prior to paving. v'an ObrnarAino County "13 -Col " beinq a X original qround and all sub -grades, shall be performed at no cost to San oh i a . '' ❑" on the --Aorm drain helad wa 11 Bernardino County. A written report with these compaction tests shall be (io' north 4,,,A n&4' rweht 4 lok, it1t8r5e6ti0K County Transportation Department for approval, prior to placement of base a Valley Vvd. anal Olearnder Av&. materials and/or surfacing. U 5. v� F,lev anon : 1109.1055 > listing all tests or determinations completed to verify: S_ (a) R -value, sieve analysis, and sand equivalent of aggregate bases, 4_� 6. Transportation Department approval does not include estimate of quantities. v 7. All lateral cuts in County maintained roadways shall be tested to verify .......... .......... ...... -- �- -.. ,.. .... ___ y. ....... ... ._. ------ ..T _ .. .. .... .... .... ... .... ... q .... ... __ .. ... . �— .... - 4 .... ---. ------ . . .......:. ........ -. .... _.. --....... ......... .... ....._ ---. - ..... _ — .t.......... --- .. ... .... 'S4! 559 C5&0 5(01 562 43 N I%"therr to A9 I� o� x 3;d �5%►% — �� N Manor < nr Varie,5 0,53' �o 0, 34 o 1L J t` t fZoh�nna i7r. Q s ' o � � 3 v �� r Q tr►h dr. _ o o a -E lz, ' &rn gora r y A.G. �rvale� v&ct ion A- A it of o iana m a,l 1il v� not �o hca I P/ M— Go. Go San $er-nary I N �` rs cQ N 4 11 N6 AI + a` t I L1P01 vd �Ex. G.L. F�nXe �o.00' �ilo.o7 `oy�n 4K. �' pt"D�eGt i tZlw — — — -A-7 -1 - `' E�Cy A.G. yak �n9 51 t — — �K. G. �. - fix• .G. EX. �.. Y✓ahhirt ion 1 Vr. S s _ 2 1 3 ``' �, Q 1-10 rw LW o� ImfrovemP.nks - - Oria�'inal 17, VV I �. Viinity Map VA I l e T --T-- y >s Ex• G. G• �� S., i S� ln��x 0 4-5 2' Min. ��iq�hPr (D.15i to 0.0Qi%) � 5 t `rvbloal 6eotion - Vaikev ONA, IZ' 0 o\C 1.5� ►0.5 t p0 Priyeway fre f i le netai l 11C'� tO ltle4Iel s� MINIM !IEEEBMW .... Construction Notes QUA nti ties ....................._ ... -............... .... -- _....... .......... .........4....................6........ ............................... .......-. ....... ......... ..... ...... r....--.-...---.-.-. - ..........�..........p....... .... ..... .... .... ----- - ........ ... ......... ... ov&r Gom?,ac,-bed nAlive., 5011 pbr hoi�6 mrorl. 1 40 5.P. ....................... .. ......... ... ......... ..........:......... .. ....................h. _ .......... ......... ..........:.......... ..... ... ._ _._ ........-:. ......... .......... ......... ....................p. ._......_._i.......... .......... ... .... -.....-p---.__.. ._. ..... .... .... .... .. _....... ............-..-.... ........_. ... .. _. .... __ ... .... .... .... .............._ .. ....................q...............--_-_ --____ _.. ... _.........q......_...:....:.....0.. - - ._ .... _.: - - _:.. .... _ ..... 6. c. curb And JU&or tier 5, 0. Co. Std . I l�. 14 .3 1,.R 3�) – Gonf,roct tewrnI7 A.&. 5,wa1e, , YarieI�Ie, i�tio�,rle5, D.ID'to 0.�3�. 19 946 5.F All work shall be done in accordance with this plan and the San Bernardino Gonhtruct �.�. 00mrnere('a1 �riveYV4y few. hA�. Co. hkd I2M X40 Irv -f; �— )aw out eXiSt irq pavement to haver *mooch join. l5a lir- a- Gonhtruc,t min. V A.e. fvAH rr -to ?in. 3. (-7D.—(rA,ure,) 61A&walk 4�o be eowo�uotad with Ovildin9 F&rm)6 drainage facilities, a soils sterilant registered by the "E.P.A." for use Dench Mark recommended rate for the full pavement width prior to paving. v'an ObrnarAino County "13 -Col " beinq a Compaction tests of embankment construction, trench backfill, compacting original qround and all sub -grades, shall be performed at no cost to San oh i a . '' ❑" on the --Aorm drain helad wa 11 Bernardino County. A written report with these compaction tests shall be (io' north 4,,,A n&4' rweht 4 lok, it1t8r5e6ti0K County Transportation Department for approval, prior to placement of base a Valley Vvd. anal Olearnder Av&. materials and/or surfacing. U 5. At the completion of paving, a materials report shall be submitted to the F,lev anon : 1109.1055 4-5 2' Min. ��iq�hPr (D.15i to 0.0Qi%) � 5 t `rvbloal 6eotion - Vaikev ONA, IZ' 0 o\C 1.5� ►0.5 t p0 Priyeway fre f i le netai l 11C'� tO ltle4Iel s� MINIM !IEEEBMW .... - -- - - - - .......... ........._ _............................--......................... _ ............---- - -.............:.................... --- .............. ....................._ ... -............... .... -- _....... .......... .........4....................6........ ............................... .......-. ....... ......... ..... ...... r....--.-...---.-.-. - ..........�..........p....... .... ..... .... .... ----- - ........ ... ......... ... ...-__ _- ............ ..........:.......... ........ .:..... ....__.... _........................ .- r--- ........ ---.1... ..... ......... ........ ....................... .. ......... ... ......... ..........:......... .. ....................h. _ .......... ......... ..........:.......... ..... ... ._ _._ ........-:. ......... .......... ......... ....................p. ._......_._i.......... .......... ... .... -.....-p---.__.. ._. ..... .... .... .... .. _....... ............-..-.... ........_. ... .. _. .... __ ... .... .... .... .............._ .. ....................q...............--_-_ --____ _.. ... _.........q......_...:....:.....0.. - - ._ .... _.: - - _:.. .... _ ..... M Mm -......... .... .. ... .. _....... ....... ..... 0... ......... .. .. ._ ._ _..._... ...:.... ...a.......... a -. ........ ..♦.......... ................. .... ... ... .... _ .. ....... .. 4 .... ......... ...... .: ... ...... ..... ..........i.......... ... ..........:..........i.. C ,NERAL NOTES 1. All work shall be done in accordance with this plan and the San Bernardino County standards and specifications. 2. A permit will be required from the San Bernardino County Transportation Department prior to any encroachment or construction within the County's easements or rights-of-way. 3. If asphalt concrete is to be placed directly on subgrade of road or drainage facilities, a soils sterilant registered by the "E.P.A." for use under A.C. and P.C.C. shall be uniformly applied at the manufacturer's recommended rate for the full pavement width prior to paving. 4. Compaction tests of embankment construction, trench backfill, compacting original qround and all sub -grades, shall be performed at no cost to San Bernardino County. A written report with these compaction tests shall be submitted to the Contracts Administration Division of the San Bernardino County Transportation Department for approval, prior to placement of base materials and/or surfacing. U 5. At the completion of paving, a materials report shall be submitted to the > listing all tests or determinations completed to verify: (a) R -value, sieve analysis, and sand equivalent of aggregate bases, (b) Stability, oil content and sieve analysis of asphalt surfacing. 6. Transportation Department approval does not include estimate of quantities. 7. All lateral cuts in County maintained roadways shall be tested to verify i_..IES WINE MEN �Emma =Mmm -----.... - -- - - - - .......... ........._ _............................--......................... _ ............---- - -.............:.................... --- .............. ....................._ ... -............... .... -- _....... .......... .........4....................6........ ............................... .......-. ....... ......... ..... ...... r....--.-...---.-.-. - ..........�..........p....... .... ..... .... .... ----- - ........ ... ......... ... ...-__ _- ............ ..........:.......... ........ .:..... ....__.... _........................ .- r--- ........ ---.1... ..... ......... ........ ....................... .. ......... ... ......... ..........:......... .. ....................h. _ .......... ......... ..........:.......... ..... ... ._ _._ ........-:. ......... .......... ......... ....................p. ._......_._i.......... .......... ... .... -.....-p---.__.. ._. ..... .... .... .... .. _....... ............-..-.... ........_. ... .. _. .... __ ... .... .... .... .............._ .. ....................q...............--_-_ --____ _.. ... _.........q......_...:....:.....0.. - - ._ .... _.: - - _:.. .... _ ..... -......... .... .. ... .. _....... ....... ..... 0... ......... .. .. ._ ._ _..._... ...:.... ...a.......... a -. ........ ..♦.......... ................. .... ... ... .... _ .. ....... .. 4 .... ......... ...... .: ... ...... ..... ..........i.......... ... ..........:..........i.. C ,NERAL NOTES 1. All work shall be done in accordance with this plan and the San Bernardino County standards and specifications. 2. A permit will be required from the San Bernardino County Transportation Department prior to any encroachment or construction within the County's easements or rights-of-way. 3. If asphalt concrete is to be placed directly on subgrade of road or drainage facilities, a soils sterilant registered by the "E.P.A." for use under A.C. and P.C.C. shall be uniformly applied at the manufacturer's recommended rate for the full pavement width prior to paving. 4. Compaction tests of embankment construction, trench backfill, compacting original qround and all sub -grades, shall be performed at no cost to San Bernardino County. A written report with these compaction tests shall be submitted to the Contracts Administration Division of the San Bernardino County Transportation Department for approval, prior to placement of base materials and/or surfacing. 5. At the completion of paving, a materials report shall be submitted to the Contracts Engineer of the San Bernardino County Transportation Department listing all tests or determinations completed to verify: (a) R -value, sieve analysis, and sand equivalent of aggregate bases, (b) Stability, oil content and sieve analysis of asphalt surfacing. 6. Transportation Department approval does not include estimate of quantities. 7. All lateral cuts in County maintained roadways shall be tested to verify densification to 90% relative compaction (R.C.) at varying depths to with- in 0.5' of grading plane. The top 0.5' shall be densified to 95%. 8. All longitudinal cuts shall be tested in accordance with the specified limits and frequency as outlined in Section 6 of the San Bernardino County Standards and Specifications. 9. An encroachment permit must first be obtained from the County Transporation Department prior to making application and issuance of a grading permit -or building permit. 10. Immediately following removal of existinq pavement, or dike or curb and/or Ell completion. 11. All pipe lines or substructures of any kind, and telephone or power poles, water meters, valves, hydrants, etc., shown or not shown on these plans within the limits of the development or in adjacent areas where improvement work --is to be done shall be removed or relocated at developer's expense and at no cost to the San Bernardino County Transportation Department. It shall be the owner's responsibility to notify all agencies concerned. 12. A permit shall be obtained from the County Transportation Department prior to any construction on this project. m 13. Curb and gutter, cross gutter and spandrels shall be constructed that a Mom minimum of ponding occurs; sections having gradients of 0.50% of flatter shall be water tested in the presence of the inspector immediately prior \ INS �M more than 4' long shall be sawcut and removed in lenqths not less than 4' and replaced to reduce ponding to the maximum specified. 14. All 0.40% or less curb grade lines shall be staked at 25' intervals and 0MM forms certified by engineer before pouring concrete. \ 15. Existing,County roads which will require reconstruction shall remain open for traffic at all times with adequate detours during actual construction. MW 0 Q) 1115 Nn W. O. NO — ® IS SIZE i_..IES WINE MEN �Emma =Mmm -----.... - -- - - - - .......... ........._ _............................--......................... _ ............---- - -.............:.................... --- .............. ....................._ ... -............... .... -- _....... .......... .........4....................6........ ............................... .......-. ....... ......... ..... ...... r....--.-...---.-.-. - ..........�..........p....... .... ..... .... .... ----- - ........ ... ......... ... ...-__ _- ............ ..........:.......... ........ .:..... ....__.... _........................ .- r--- ........ ---.1... ..... ......... ........ ....................... .. ......... ... ......... ..........:......... .. ....................h. _ .......... ......... ..........:.......... ..... ... ._ _._ ........-:. ......... .......... ......... ....................p. ._......_._i.......... .......... ... .... -.....-p---.__.. ._. ..... .... .... .... .. _....... ............-..-.... ........_. ... .. _. .... __ ... .... .... .... .............._ .. ....................q...............--_-_ --____ _.. ... _.........q......_...:....:.....0.. - - ._ .... _.: - - _:.. .... _ ..... -......... .... .. ... .. _....... ....... ..... 0... ......... .. .. ._ ._ _..._... ...:.... ...a.......... a -. ........ ..♦.......... ................. .... ... ... .... _ .. ....... .. 4 .... ......... ...... .: ... ...... ..... ..........i.......... ... ..........:..........i.. C ,NERAL NOTES 1. All work shall be done in accordance with this plan and the San Bernardino County standards and specifications. 2. A permit will be required from the San Bernardino County Transportation Department prior to any encroachment or construction within the County's easements or rights-of-way. 3. If asphalt concrete is to be placed directly on subgrade of road or drainage facilities, a soils sterilant registered by the "E.P.A." for use under A.C. and P.C.C. shall be uniformly applied at the manufacturer's recommended rate for the full pavement width prior to paving. 4. Compaction tests of embankment construction, trench backfill, compacting original qround and all sub -grades, shall be performed at no cost to San Bernardino County. A written report with these compaction tests shall be submitted to the Contracts Administration Division of the San Bernardino County Transportation Department for approval, prior to placement of base materials and/or surfacing. 5. At the completion of paving, a materials report shall be submitted to the Contracts Engineer of the San Bernardino County Transportation Department listing all tests or determinations completed to verify: (a) R -value, sieve analysis, and sand equivalent of aggregate bases, (b) Stability, oil content and sieve analysis of asphalt surfacing. 6. Transportation Department approval does not include estimate of quantities. 7. All lateral cuts in County maintained roadways shall be tested to verify densification to 90% relative compaction (R.C.) at varying depths to with- in 0.5' of grading plane. The top 0.5' shall be densified to 95%. 8. All longitudinal cuts shall be tested in accordance with the specified limits and frequency as outlined in Section 6 of the San Bernardino County Standards and Specifications. 9. An encroachment permit must first be obtained from the County Transporation Department prior to making application and issuance of a grading permit -or building permit. 10. Immediately following removal of existinq pavement, or dike or curb and/or gutter, the contractor shall diligently pursue this portion of work until completion. 11. All pipe lines or substructures of any kind, and telephone or power poles, water meters, valves, hydrants, etc., shown or not shown on these plans within the limits of the development or in adjacent areas where improvement work --is to be done shall be removed or relocated at developer's expense and at no cost to the San Bernardino County Transportation Department. It shall be the owner's responsibility to notify all agencies concerned. 12. A permit shall be obtained from the County Transportation Department prior to any construction on this project. m 13. Curb and gutter, cross gutter and spandrels shall be constructed that a minimum of ponding occurs; sections having gradients of 0.50% of flatter shall be water tested in the presence of the inspector immediately prior \ to acceptance. Sections which have water pondinq more than 6" wide, or more than 4' long shall be sawcut and removed in lenqths not less than 4' and replaced to reduce ponding to the maximum specified. 14. All 0.40% or less curb grade lines shall be staked at 25' intervals and forms certified by engineer before pouring concrete. \ 15. Existing,County roads which will require reconstruction shall remain open for traffic at all times with adequate detours during actual construction. Q) Q) 1115 Nn W. O. NO STREET IMPROVEMENT PLANS ROAD NO. OF Tr Va I I 15o Ieward �&00 FILE NO. Vol un ka►ry) 1402- 11�3 snd�x 1lOZ�1o1 SHEET I of A. # 251- 051- 69 4 4.0