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HomeMy WebLinkAbout5353-1 A O. - _- �_ FNJURE F ( 1 I I.. : _ V , - i I - � . i S er O -- 1 -1 • ! . - uruRE + , -_ p t _- - 1 ,_. . I 1 } II I � 7 N �. .-. _ _ �. 4U382RETORN CU 3�5� VG. k0 .. f j __ - O - T I I ILL I -_. ._`�` ¢: sox g.Au4ryy 1 T .. . - _ 'o M # - a. - _ _ .� _ a oI632aL1RtdtJi9 I I_ -_ I I USP.-- T a _ • � L --_ • . + M1 I . . _-Tv N.J.9s • X- .. n I # I __�_ : , { ( - -._ # °�' n ."'-. 4 t _ a i j _ ' L FUTURE, 70P OF CURB- 40 LT --F B • I H . t I + • -t- I �- : + - t i _ a .. N M # • ( I l I`- F _ _ * .T �� I : 1 / - . I - a02 a - _ - - _ _ 000_4. fI ! • i. :. _. fu q' ` w0 Alm ti ' EXISTING VATURAL GRADE 52' L}, 07 �. - - - JS ; LT 1 n -. oK -i6, c 1", _ th , I • _ N hHILS • - �-tti.ti 1 A J-_I } R_ FRP OF I _qq . ejm qkt ` _- • j ^ m 1_. ' rNn { I )- - � _ '-1• 1 - I , '.N m I ' ' c ' _ I I . I} • PROPOSED TOP OF CURB 40' T • ' -� ' -- i ( ! + 1 + 1 0.93%,�- .�< i - , I� I_. i- -r-�_�� ._�� .. - 4 1 1 _. + R/.' 9,5/7 ♦-_ _ -+..- :.. ,._ # 1 r -. AT - I r - - g r - - ' I_ _ - _, , r .:Usti:IR:L.FINISHED S4RFACE "n + • a_ } �_!- m : -- i - _ � I 1 l I - + . 1 C _ }_ - •, . l alt _, t 1 I I - 1 "- - - • FUTURE SPANDREL aI .• 1 k - . - - _ } 0 A + # - < I r I •. - Y 1 I + I 1 1 i 1 - .- - + 1 - 1 -4 1,=__� } .! r t I _-o JB6 �. , - - A CROSS GUTTER _ (L • 1 t •1 ___= =a, :. 4= + _ � . 1 - _ - fe 14)14.;6yI 990 -LT I y_ PROPOSED INISHED -SURFACE Af - 5' - x 3 --- 4f • � . I ',i . r { q 8044.74,_ Oolfhb u _ Ppfi sifge 995 ,:e • at,Vit q 9 1 i . • - - •-r 1 -: n - a 0 i, � { �- 1�.- -�' -- q I `- > - N5x Ili Ix0' 1 $ 9 .lg5i I + _ ,• . I ' --F- -_ '- _� I. 1 r r Ify.- ki a : - _ _ /If } .:qhy l: H .: � IS q 14 I 4 . -_ , -- . . I --�- - - 4 + I--_r { k� ° 1 f6lam- 1 df � 1 14 \ ‘44`‘‘ 1 y .. M - 1. _ : • I r _ 1rr 1 h i 2 - �- b F P t4 ' ".[9 9° I f f _ I n o H . ,r, h , 1 - 1. t -r 1 d "K 4 % " M et [ NI k v, : { F . { _ Iq+ I I int �- �f : SI' q } l' 111gq, 6°' I -1-: # + n q N - n 1 U t , ; I -- 4 - . r I I l^ 1- 1 -r- :_' � I + ti^ qqid F .1 .wdi t N . °tl` a Y mN , w T , t 1 ' I ! Y �. - ,ler �- -:-, -- -a L. : __ 1 - r i -- 1 I :� 1 -r-F g FINISHED SURFACE AT-- t t - -T - { a -_- +-T 1 - - 1 -I. - ' I t I � I ( -�- EXIST. FI r -- - I ' .:: 1 I I I - ` 1 ' • - r __ { 7 doo' vL - } l j i - I 4 {�1 i 1 p I P/. ='950 L I Dso-� I 1 it . _ 990 . _. {- , _. . �_ . _ • .. . __ j I _- - } , i - . 1 I f a -.-t - I •_ } r +-• - 1 Trt k - i 1 +- -r I 1-- w : -: _ :-_r' } -1--I- 4 - ( T__ 1 r:4: 1 - 1 1 I _ ly :I ( a f{7 ? k :: i _ _ i • - + :-i 1 L } - . J : � ( # TT } { • ( i L1 + i ,,. , - - ._-- _ -__ . 1 _ E. r t 1 1 + � BENCH MARK "/52/ �,_ r 1 : }0000 : 1 , -- e I l LL } + - 1 ' -- _ t - _-. . �__ - -.-_ -� - _ _ 1 • 1 RR Sie/KE /N fP �_ - I yI 1 L - N _ 1 I i I + I , t --1 - 1 3o'SO(/TNOFSOVTN i ... -:. I. _ W } _ _. . . _ T _ , 1 - 1 - { - I _ - r I Y { - PROFILE SCALE 1 'r - RA¢ 6fse r7A/,✓ { -?. } ' F P { , 1. - I I I v -! # ': I - I 1 _ 1 'TRACKS, 3L 'k/FSTOf 1 t.....r- - _-_ 1 .. -. . L " �� ] �~-- I - NOR 1 2U'__ t 1 BANANA AI'6 EXTFNOE¢ 1 t a-_ T'`- `_ n • i, t i '_ _ I -H 1_. , 1 r-_ _ 1 •�� _ • _ _ • VER. In- 2' # ECE(! /00653 c' 9+00 3 10+00 I 0 ' 0 J., _ ❑«oo Oo r - _ 13 00 PLAN /4+00 r Lir 3 2+ _ w � � _ _ 4 or r SCALE 1 '-20' EN fip i P4/T7/RE CURVE 047:4 N 'AV c U 'CURVE DATA R ir ©' °4v-Ier ,--4-= 12/W / CURB V �i r. 30 30 /220000 1 ' U u R/wf CURB �` NOTE: // �%j O R= 2000' d: 89.36'0/° G ' 1?__ IB' IB' u r 52f Asp Nti � R • 20.00' L'31 .ST „ P - KR 25 Y44/63conseacrain CONTROL N.mam [� "f A• 90.25`39.7.20.15' L• 3L 2L" T• /9.B5' R N : X I m v (21 DESIGN CONCEPT PER 0 cI u n I p NpN, k % Vti SAN BERNARDINO CO. ROAD DEPARTMENT (-*/ w 0 DWG 10614 GENERALfNOTES 7 a - q r r 9. > y y '4 \3 2 V V MODIFIE760800 O04' STREET - 1:-u1 work shell 6 a in a with these" ' I - fUTURE Ilio c' /vru,e - - m W q SECTION PER CO. 3TD 101 plans specie 1 a of n STA. 2005872 1/BLE 11- 2 g N 120+` 60.29 /B'RL. 22"ADDlnoueL DEDICATION N Q i my e 8 b al • �' W M1 �. TO SAN DERNgRD1N0 CO. 3 \ Q EX/SL 30'G L. G4TE e 2, A permit l all df !y Road d [Mat 02.6/ TC. p qB o l IM 9329 ZC. • be DETAIL "AI' 92.G/ FL. / '9 % ) P .V e L`_ I- T19Z 62 F.Lx_ RAV1 P6R-X O e, O 0� YI % f r All pipe[ ucosa prior t the ne beginning L M1of y right-of-way. I- S ck orconstruction within the Coll L r.'' t 1 ] poles. water linsmeter.. orto subs valves, ee ofre anyts1 kinetoU, and shown orf tnelephone or power /FUTURE CURfl I: GUT_T_ER1 INJ o ry • N} At se plemxlt M1lo ineelimlb hydrants' f[Lie raevelo Ment o[ InaU ' 4 r o o \ �qht H © i _ 1 CACTUS _; a lmyco.enent Mc[k ie to be elr 11 6 0 i t ere*• I_'_ I `L C �: I . dry.• - - �� --.$4A/e 4W ER PER (l k 1 © U-county Transportation Departmentnd at no o it to shall be theBernardinoan responsibility BRANT •EEO ` J1✓ agencies eonco[na 97A. 9010 ✓O/N EX/S) AZ. (9/.B) Y �{. iy \ notify all ( T$�fs O /9 I" 1 Compaction ten. of embankment construction' cal beck(ill J 11 EIOSTIN- R/W C 4 l iM qtr( cease repo be er obs s et ne p 1 na EY/ST. division of c oral a nil be d popatLU 1 t t 1 l ion `9t q1 •a- o ® i [�'� 0 0 0 W p /off .- 0y1 .µ0� SLQOe7M/L /,.A0� } �N P3 3enen Daft base he p materiel and/or surfacing. f 1 g mont. for approval. prior t O / r, '. ® P L/ ®,,, vrwCL._ re 3 o t `et cantractsL napaving, othehen sari Bernaerials l ino c ort nttisubmitted ' all engineer ofl Transportation. v f - I-10 SDD rW4. Y 1 sievealyel• and eon equivalent of aggregate bases - A /ab ` 0;4 " •- q-/Oro T- 1 stability, 11 .tent ansieve analysis of * L __ ,� Q t4`� 0 0SLOVER (" AVENUE �o'GA . W� I .`ewu 6. and/orrb yfl following r shallldilIu pavement sewer gently pu ail L n of I 1 11 ll c ,LOVER h to 030 ne ` __ ir •� _ ) ep tattoo a [men[ approval dose not InaluU t f ® - m �� -- �- Allr i) 7 ` Csystem or estimateofqunn[I[uce s a moelruc o _ ‘0, , N + N B9° 93' 32" E 6 0. Curb a m gutter, creme gutta[ randsj spandrels eball baa !etl :O EX/JT. PA✓EMENT in mQH_ I /O 'E /N- a tbat a ter shn o[ a water ace r aliens once o eUinspe of 0.90e �( /O"NPy p �-LISI \�-�p/--- -irk' - /. - O /UvHaG__ /O'MYG oc elanai snort ba volar ta3n [Ifo yucf Um rave rY / N nl /� /// ____4L._.....--_0_ /� u - 2 i N 1 immediately prior to tract acceptance . Sections which 1 waterpending Q3 u -more that r Wide or more then long shall reduce be sawremoved in D J(a \ GAS VALUES i W O J - L maximum specifiede not less t1ra" dr and replaced to pending the C\ p4 N P. At the completion of rough gradiny�i materials report end theproposed an P'. _<' � @ SAUTA ANA Bernardino County Transportation)Deperine'tt tract and eveluation. - EXISTING 2� P 1 Approval will be given when all structural tJy} - t`E%I$TING R W-/ sectionrequirements M1 b `ly" alw.:.,, MAD t o 051- .1 E 1 ed1 t ly [ 11 1 0 removal ofexisting pavement dike 'eNI 0 mal curb and/orgutter thecontractor shall diligently SCALE 1'ap0' ,v yOpaP Q W _ Pursue thisportion E 'work until completion. I`} DO w 2 D ',", CONSTRUCTION NOTES OTT. EST. ff A. en n t p mit t. nr t b bt i ed : th 1' C D 0 'Z C my Transportation Department prior toeking ppll tl Ov D 2 a 0 Relocate power pole (8Y OTHE84) _ e 54. and issuanceof grading p it or building permit I P,k UNDERGROUND SERVICE ALERT 4p ry0. P Z W Coast s Cum and Gutter per STD x 115 _ _ _ __ _ /25 Z v _ .� `x 4P' '!� Coast A.C.. Pavement per soils report _ 6932 5.E 0 Adjust gas valve to finish surface / EA. 12 If during t oti V [ t isencountered,I -800 - 4�2 - 4133 4 © y w FUTURE systemapproved by theSanBernardino County Transportation t ti Adjust water valve to finish surface _ 2 EA. Department C 1 11 be installed to d t said t the CAL. FOR UNDERGROUND LOCATING NORTH 52' m Q 30' sf w 22' R/W - direction E the 11 engineer. WORK . G DAYS BEFORE YOU DIG - 0neat 12 -Relocate stop sign _ / E4, tz' n0 I Sox Cu[ Exist pavement to clean edge _ 249 LF ® ID,E ltl 9 county roadswhich will require i , 4: 6.0' 13' 13' I)' Const Concrete driveway per BTR Y 128 W. 2G' REGoc4r5 EX/JT wore-R HerER _ _ _ / EA. shall remainopenfortraffic at 11 timeswithadequate,' 11 © _ _ 20B 0A detours during actualconstruction. , > ) �11 1' �r` 1 • 12' 'a' MIN. FEATHER • OVERLAY (./O41/NJ sr/ST, ANizA4 .,v Tb UNDERG • aUND UT ILI S - III -Snscnn redwood header per Detail ' A _ _ /p0 LF 4Rov/DE eMoorSEf€ r ,ECT/N _ _ _ stain 1R Ib co ma anyexisting cSTOPtio signb located ea developed place yj`1C The existence and loco . of any u . nd u11111Y Pipes. Iconcrete ® Me1e_ Gees re HE .P6LOCATEO _ _ ___ 5EA. ne E 1 < r all it In aC be n Sntalned 1 der, _t . conduits er structures she M plansare obtained by O Coast. 4 ' sidewalk per STD 1109 typo B _ _ /A$[ F ext totheexisting pavement until such time as thewidened cM1 of the ogre a e d Tothebest of our rQ Remove exist chain link fence _ _ _ _ _ __ /7/ 1.5 elocatedis three`n(3) or fe feetaf tic.behind the new w curb t time in thet will be vicinity q ' .S a • aaaaathere are 5x1 11 : utilities except as shown on these plans. The contract i -gutted I lake dos 1/4"r1' r of the beginning of the curb return otherwisedirt t d I )-1' r r Precautionary measures to I he utilityassumesall shown on SLOPE _ " by'the Engineer. '+ these drawings. The c. actorfur - VARIES Liability and responds Illy 1 Ih Illy pipes, conduits 1 6900 TO 190•G exist - - - -- qr structures spoon ORD, 2n q,� SANDERSON ASSOCIATE, INC. FIELD BOOK REF. COUNTY not h the drawings. 2+1 - -- -‘r-L- _ �T /,,1g[ x R 'RANCHO CUCAMONGA CALIF. 91730 ROAD O DEPARTMENT IMPROVEMENT Contractor agree hal he hall assume set and•complete -, urse Mnx , O z `�E `0x1,7 FAVE En�_f T} �y `ifk, ROW ROUTE, 5 -_ _ STREEPLAN S PROFILE PLANS 1, Meg, 9587 AR UITE' H respondslblllly or lob tlb conditions during seam of / (7141980-1211 - -• .nvrnI ROAD NO. o ayeo proper . Inb propel, Indudlnq soley o0 p@ ___ onAwN ay APPROVED BY NORTH SIDE 76'0800 Proper . malthisrequirementshaltapplycalova e1r NWOVENENI4 @ N. SLOVER AVENUEE • Y31-BB FLE 00 centra ,heli defend, indemnity and hold the CIT , ha TYPICAL SEC TION °' - - : y TINT, BANANA AVENUE TO 41- 2 A, - SS CO OADS DATE RECOMMENDED ARRROEED BY I 14e• SLOVE R AVE. A/ 2rheENGI ee Y - - APN236- 031- 01 SHEET of 7a sol• negl lgenea of 1p• OWNfR er 1p• ENGINEER. BTA. 1043682 TO STA. 11190.06 JOHNT JUAN ROC 38305 Exp. 331-8g MARK REVISIONS IuS. ROAD CCUMISS0`..R YGO--• ;a • ATEE COOTIE EncNEER - DATE PPW 141 - 103 ' ' . . _ _.. 5353-1 -oda at, r y ,