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HomeMy WebLinkAbout5345-1 • - - • 'V"s'n NI NNW I ° ..'OD d3ddd iN18d8V31D.. 'V Wild 311JOiN NVIJ-S9Zt 'ON m ��•.__ ma. =_ - E = = _ = imomllanilmottm• ter -__ =' � : _ _ _. - t r 'i #� ter,. S it -er - �� � - _ = ."Q. ._:: .. _:::_. i .i a .. �• ' •- C=_' r'r'''-it' 110/i �OY'. � i ?.:"•..; ai::` ��1 __ .4„.., 411", ... RILE ,_______winermismimmiou anneissi liartlinninERGE %111_ _ iii M ry__ i, ip .. � __ f_-_:-14 -; , In tt .q - • ..,:s. ..,........ . Ihtt, :': 1,:i tat _-_ ffirmwdrimmon__- 1----E-- EffilleMEEMEEMONERVEMEMEM . ., i " =amt��i�® 111/1111.1"Mnal i,r ., #,- i -- - ---- -__. sate.. -- -- -- <` - ? _i . 1• ' Ixega E._ `„_. T . ._•,�_.. ' - -1 . . _ ,_ _ginafflGia®® °.� F ' �1 =T Of Cr { „in . vm _ r Ertal _ � ,. NINII _ _ - -:. + 4 - VICINITY E�I NE is • r _ f T i �►' o� ea C TY MAP III ® AY f I s _ NTS ERS _studio NE --- - -- ! - GENERAL NOTES� 1 _ - 11. - -- E 1 - _ to __ama Ski - _ { _ /� 1 cn = : _ ;+T, eb = _ ; f 1. All work shall be done in accordance with this plan and __ t Vy _ Q - L _ #_� A-1 71 r, ® the San Bernardino County Standards and Specifications. E• ills ::r t • _ _— : - _ V _-_ _ /, - .: t • fat(. ' i� _ *e.n 2.- If asphalt concrete is to be placed directly on subgrade : Ininlz {_- - IMI __ 1 = # .- r }� ” �_ of road or drainage facilities, a Boil eterilant ' _-__7 _ » _ .__� _. a� 4,f• - - 1_T registered by the B.P.A. for use under A.C. and P.C.C. �gy _ (( MIMI ++ ansonhumfansimminnss�� shall be uniformly applied at the manufacturer a - :En _ __ , , � - -__- .[::Ait . : . .c� ,�s _ } �I�D -_" ' :.:_. :_ ti:. :_ --J- _. _ _: c..::. ..1 . - .._.. i >� n recommended rate for the ful'1 pavement width prior to _ - r 1 - _ �a : ,' - _ __ paving. — � �" e_ . ,.ifl _ _. E t+rF _ - �_ sill 3. At the completion of rough gradin`, a materials report - -_ > a •641 - _ ._: -_ .: _C '.. : __ - -I _. _. _. _. .._ ,__ - .__ ___ .__ - ..T.--r_"_ --_ ___ - .- T __.• _- _- _- :.. _.__ _ .__._ -._: -__._ -_ - - - -_.. : _: :.__ SSUE : : E and the proposed structural section shall be submitted by - t- the engineer to the S.B. Co. Transportation Deft. for 5 - - - - - � } review and evaluation. Approval will be given when all z i = - structural section requirements have been met. _ � : :: _ _ { :_:( 1 F--__ ._ _-- 4. Compaction test of embankment construction. trench -- _ �- --- backfill, compacting original ground and all sub-grades - � __: - - :..:� _� - _ .. .. . T ._ _- , _ _-_• _- _ _ _ 1 -_ .- _ --j- -_- - - -#. -- _-_ -- __ - -_ .__ shall be performed at no cost to S.H. Co. A written --- _ MINEWINENSIENUE _TMreport with these compaction tests shall be submitted to _ — :_. Transportation the Contracts ADePtisfor taPProvalion �iprior toePlaoement of ::1:- : - - .. _ _ ._ --. - - _- _. . .-- _-. �__ -_:-:; (- _. -:._- _ _.. _ ._ - --_- -- -- --.._ _-- _.- __ . _._. ._--- �. - -- - _ ' i+� _ ' _:..:- base materials and/or surfacing. .. MEQ = _ - - - ` - 1 y _- { t - } r 5- At the completion of paving, a materials report shall be �, { tt11111 -is-MIMS { - } r_ -_ _ __ _ submitted to Contracts Administration Division of the -_� _ Y _ ' __ S.B. Co. Transportation Dept. listing all tests or + completed verify: A. R-value sieve `- � - ---__ - ._. _.. _.----_- ---- --_ - __.-_ __ - __ - ._ __. _.- --- [- --.._ __. _. -. -_ ...- ._ -._-. __ - 7 - - -- - -- -- -- - -- determinations c equivalent tetof aggregate bases 8. -:--� } 1 {- _ _ - _+ _ _ _ - _ - t r. T _ _. analysisand end -_ . _ ! _ _ f r--:-- illiadmilminan ____ _ _ _ _ _ _ E-- - { 1 r{- - F_ - Stability, oil content and sieve anal ala of asphalt ► -- _ - 1 --'-_ T _ _ 1 E _ - surfacing. tt t } _. _ _t _ _ -!--- -- # __ 1_ _ _ __ ! _ .. __ -- - _ _. _- 8. All lateral cute in County Maintained roadways shall be i- . _ _ ( _ 1_.. 1 tested to verify densification to 90X relative compaction --� I-- _ - - F -_ -_ _:_: E _ _ � c :_ _:- $:: f- � - _ - _ - _ - (R.C. ) at varying depths to within 0.5' of grnding_Plana. _ =_ 1. G k t fi L __r , . f l 1 1 _ — _ _. _ __. _:-_ _ ___ - 7. All longitudinalThe plcul te shallbe testedied to inaccordance with _. -_ _ -- -_. - _1 _. . _ __. .. _ -_ _. __ . .. ._ _ - __ ---. -- j the specified limits and frequency ae outlined in Section } } ___ t_. 1 1 # J i ----_-- .-- --- --- --- -- _-_ --- --_ - _-- _._-_ _ s-_ -_.- -- _-. __.__ .-- 6 of the S.B. Co. Standards and Specifications. }. .. ___ +__ ._-.__._ _ 8. A permit shall be obtained from the County Transportaion � - � _ _ _ _ - -�_ ' - _ __ _ .. - : _ __ _-- -_ _ _ - ._.. _.-- - - -- :'_ r= r_.- _- .- _ - - _ _ Deft. Prior to any construction on this Project. -:- 1 9. Expansive Soils: In expansive soil area, the subgrade -_ _: _ - - -- - - P Pen F = 1 - 1approaches 1 f t - - - -- - - - _ _- - - - _ --_ - - - under curbs, -- -. -J - -- - - - - -- - ---- gutters, sidewalksdriveway _,-- -_.- --- - - _.. __ --. _. - - - --__- -. _.. __.. .. - '- -__. __c._..- _. - -- _- _-- -_ - ... lir - - - _ _ - ,. - - F _ , inches __ _ _ _ .__. __ ._. t___ __ -_ - _-_ -- - --- -__ _ _ -. __ _ _ - __ _ _ _ _ _ - -_ -.I_ - _ - -- - --- shall be scarified to ndthofandleasteight (8) - ni __- -- -- _-- } _- _ f -- -._ �_ _t- - �- - _ _ - _ and moisture shall be applied to maintain free water on __ _ t = _E _. i- _ E E -- :: - : : -- - -:_::. -::.:. T: _-: - ... . :_. _. --- ---_. ._ -:.: t r:_ _ -.. .: . .-:- --. .- -.----__: . -- - ._. - -- _--- -- ----- placing �- .._ L. _ I the surface for at least 24 hours prior to P i g = =-_ _1 concrete and the subgrade shall then be prepared without -- } - _ ! compactive effort. • 15 I6 17 It. 1° PROFILE SCALE 20 21 22 23 `10. 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' 44' HORIZ: 10= 40' this development or in adjacent areas where improvement b5' 5• NOM A!W 30, VERT: 10= 4• work is to be done shall be removed or relocated at developer's expense and at no cost to the S.B. Co. IL) I{, Transportation Dept. It shall be the owner's 17' I3' IL • responsibility to notify all agencies concerned-: 4`' �; ,� W 11. Curb and gutter, cross gutter and spandrels shall be so EXIST. vb h 4 S .apiIt �; constructed that a minimum of ponding occurs; sections OWY. 61. `� wx having gradients of 0.50X or flatter shall be water Q ]DIN EXIST. .\ Q" ti EXIST. I - et' Z -----t-_- +Eilib PAV'7 h bb ►� �� CHAIN-LINK w �1 tested in the presence of the inspector immediately prior Q - art.'-- ` �1 A�• y _ - FENCE p �q SCALE: 1 40' - d to acceptance. Sections which have water ponding more �� �` �7 _E_p_gZy,) �� Z the 6" wide or more than 4' long shall be sawcut and Z l.11t I _ W a' removed in lengths not less than 4' and replaced to Q '�, 7� -4, M �x • I O • reduce ponding to the maximum specification.. Aft 1'Rot. A[. .256% o -r it 12. All 0.40% or less curb grade lines shall be staked at 25' N m r c I _J I intervals and forme certified by engineer before pouring _ IS.S' 9.0' r M - h' L[1 Z K1 Q concrete. 14212 x t , '� 4 13. Existing County roads which will require reconstruction I di z -. a + d 'o - I CURB RET. DRTA 12' ro' (oQ r 14228 r ,n 14284 g 4 shall remain open for traffic at all times with adequate SECTION A-A o na° Y E w r► I R= W.Do' detours during actual construction. SO' SO' I - a ( V r• IV __--.0---. C-4 n°g9'od'2e' (oQ I 14. The private engineer is responsible for assuring the AT 4. OF Qwr.- STA IB t02 y ,_y N accuracy and acceptability of the work hereon. In the I N.T.S. T °� I- EXIST: i' a a • Z T= 19.(J9' event of discrepancies arisi during construction, I Cl/� h h � N' WALK w a K/W a a v Z !.`�-�N t I p 30 30' na the 9 /y/ p ate engineer shall be res nslble for determining an \ 9 E © a ® W3 !S \ ( 14` N ° ' acceptable solution and revising the plan for approval by I n- 1k I the County of San Bernardino_ -1 wss� s �i�isss, s� 1 ° 3 • • `dA� A Yil01�Et I �® ��' V 1 15 A permit will be required from the San Bernardino Co. cvTvnE case �— •ltca sea 3+�ll��l+ iL..>,.3Y/ _ vRov caa� Cla I FUTURE G&G1 / MST. R/W • O„-' ; �. 'lIP'. kit+ - '�s �y' t"�' ;a ` �< • f , � �d A Transportation Dept_ prior to any encroachment or o / �0 , H n �� a /;i /1 EXIST. RIW A Ems` / construction within the counties easements or D • - O lf awetfin— i�, � s o,�s 4 ,o '�-, -- I�y�•• -- +�qt�=- -- � --� K'I - Rights-of-Way — Cn — _ — „yr ���,�,'''���''' — . , 4 .�_ _.- 4 r '- �r_.s.=..�f _ _ _ T� — �. — �/ — —d41�_ —tl0 N _ 115 _ IY _ _ 17 5°'k P "' A co 1* 9T0.LETLNNG : MIN 3.4 TAPER 11 SANTA ANA AVE. : 12 1 N _ ` ..• I _ - - '- MIN 5:I TAPER n _ __ _ _ _ .,h__ Ig "� a - - �� PRVfi TO DRAIt1 �, � to (6/'- m EXIST. - N e.. - EXIST. R/W ti t fn�3A rC)�`� �t AL CURfl w N `I ifr \ . CSG - - �� - - - - - - - - - - EXIST. CUM&GUTTER - = N I I r- - - -�� CONSTRUCTION NOTE • EXIST. RIW-- r L I ' 1 CONSTRUCT 8�' CURB AND GUTTER PER S.H. CO. STD. DWG. 115 II ` I CONSTRUCT 114 " A.C. OVER G AGGREGATE BASE PER SOII. TEST v. I I I NT CURB fl1. DATA \ CONSTRUCTSAW XISTING VARIABLEATH�ICKKNESS A.C. OVERLAY TO PROVILB A Rrw o�y4 It: W.00' 3p' SMOOTH TRANSITION (2' MIN. ) 1 I A: 90°53'32" r ( CONSTRUCT 4" TH'K CONCRETE SIDEWALK PER STD. 1090 is' I L: 2L73' 12' 16' - REMOVE & RECONSTRUCT EXIST. A.C. DWY. PAVEMENT. I I LEGEND T: 20.31' I I CONSTRUCT 3:1 A.C. TAPER I CONSTRUCT 5:1 A.C. TAPER • _,... ir FUTURE C & G I GRADE NEW FLOW LINE TO DRAIN. REMOVE AND REPLACE EXISTING 44' �` 44' :i• , 9 •-•-•-• EXIST. 2" GAS LING A.C. AS REQUIRED ••-••-••- EXIST. 4" WATER LINE CONSTRUCT 3 CLEARANCE MARKERS PER S.B. CO. STD_ DWG. 304 12' 32' 32' 12• Ti d *--+- -x-•- CHAIN-LINK FENCE RELOCATE EXISTING POWER POLE ec Q .i.. 6 '''�`�" CONCRETE SURF_ RELOCATE WATER METER AND HOSE BIB x 4' 45' I4' 13' i' 23' 6.5' 4' I Cr a ✓ J. A.C. SURF. REMOVE EXISTING TREES, 2' CONC. WALKWAY AND 4' HIGH CHAIN- olr I' e_ HOSE BIB LINK FENCE WITHIN RIGHT OF WAY z ( , 2' c b ® WATER VALVE 0 CONSTRUCT 8" TH'K COMMERCIAL DRIVEWAY, W=24', WITH va I 0I i ISb%A 1169. Q _ I'.I-- - m �: POWER POLE MODIFIED °' re " BY USING 12' RADIUS, AND RAMP SIDEWALK ' .4.,..-7, - - - © COMA _- /7-- 1L W — -- PER "SIDEWALK RAMP DETAIL REFER TO S.B. Co. STD. DWG. _ J , o WATER METER BENCHMARK -CITY OF FONTANA No. 585 _ -'�/�• _r - �J FLOJVLINE RAILROAD SPIKE. IN POWER POLE No. 32908E 129 FOR ADDITIONAL REQUIREMENTS.. Cl ON NORTHWEST CORNER OF SANTA ANA AVE. I M. EXIST. ARAME UP. EMT. GRADE � & ALMOND AVE. ELEV: 985.48 3101=WALK RAMP DETAIL COUNTY OF SAN 6ERNARDINO j TYPICAL SECTION w Q NaN. w SANTA ANA AVE. QgUFE55rQ�y�t NTS FIELD . BOOK REF. STREET IMPROVEMENT PLANS I �' NTS y� �,.5 Dpi F�0 ROAD DEPARTMENT ReAD . G LAND CONCEPTS INCORPORATED DESIGNED DY: RASDY: CHECKED DY APPROVED BY: 130800 p o W . ''' SANTA ANA AVENUE W O ` n „ # ,ECP 2133/ * FILE Ne. CONSTRUCT 3/2 AC OVER ABW142-108 SER SOILS REPORT sT9lF O�I'P 11o�‘,�P IWO East Imperial Hwy. Sea G • Santa Fe Springs,California 90670 • '(213)921-7080 t HMUTTEO DY CRE. ASST. COUNTY ENGR -ROADS GATE 142-143 Planning • SubdivisionsEngineering • Surveying • ion. ConstrucctManagement • ConstructionI APPROVED DY • ev o, R - G 7o�a - I D�t APN: 23/0-091-OS SHEET 1 . OF I • " •' M#RK _ REVISIONS Mk DAT; _MM. ROA COM SIONER -Elia. 1E G NTY ENGINEER DA 5345-1 r