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T v s► d Vit`*: Y I 5.cia R = 19 82 L= 1'11•'lo -C=8S.�1 I60 SEDT►ON "B-g"- ._ _ i I 11 1 j v I _.... B ( B SECTION-INLET TYPES I Z 1 1 � I J �� o Cusm RET ZAXA, CW I I N � I •. o= 9D I2`2B' ( I I �u I J E cNe�z _ � . r � I ,a►r I 1 1. CUTZt3 1Z�T: C�A'T�. II CURi3 RET. DATI� � 20 � ! � � � � - ' � d= S9'4-1' 32" tZ 20' Y• L= 3l.4.8� I I I - --- �� _ t 2pJ 50 31 32 - _ - _ - w L._ 31.34 T= 19.93 / �..= 31.46' T= 2o.o-I' + u T= 20.0-[' + U _ - Pol -- N v i r E, �! + U N a I Idol W,-M PRINT N POINT P NT Q r r� -F V I I � M 33 N ( p d, �• 1 Jt + � tl + � o l� I I 11"i 2 Z _ t Cm4 N m m o 5 �, r • u 15 - N 3 P L-A 111'' �, ro.o� �.aot rood -- so.4 __ y`�,' t P � b14.16 T.C. art �, ��� ,,�� 1 1A vuc.Il T. 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ToP of INLET S-MuCT�1RE-To 1�E F W�SIA WITH AOJ�GEt 1T SURFA.CE W 44EfLE Parc + I 4• A HEAPED STEEL STuo 5/e X 60/8 WITH F1EAD D=1 ATTACJAS0 6Y A PULL F'ENETWJS•TIot4 -{ F3u` r W<=Lo MA•+( rat L1SEo AS AIv ALTIeRNAM AHCNOIZ, Y► �) N '`�� S. N o tmAL cuGtt3 Fac>E a,T paltv�I' M Q, r3t S'' AT PolKT• tV � P. IY�11 N 38 3� �.� N 35 L.-= '31•'34� lt' 22` �` Dt=T•� t L. P�QK.w�•Y CVt_y��zT N� l 2` g"TotSM CONST. 51• T t•AP PER -T•IePICAC_ I II • • •��� '. >�o SEE W rsNT {•1EREON I •.. ( t�C� t3�zYL.sTRt=�'C CONSTRUCTION NOTES T1 1S SNEE.T I GON5T S" CU2t3#-(BUTT==R PER STD.11S { _CON 5T T'Y�'E`�g" StDEWA►LIC PER STD.l09 SLOPE P�V l N OET�1>, CONST• 51DEWA.L.K FZANtP PER ST>7.lto 4 - CONST. C2o55 C!al>TTM:?- PER STP, 1143 ._ _CONST 5L-GPE PA.vINCS Pere OETA1 L., A"--r .FLEICTIAT _CUT E1ttST1NCi• PAVEMEh1T TO GLEAN VERTICAL tEt�C�E EDGE Ad41> RE MOVE /S►•G• SMR W&. JOIN WMA NEW A..C. PV'MT. .......0ON5T: 13LOCICw�t..t... SHA PER STS 301 510E.tIV4L1rC PER STD.3d2, W. 0. N O. 1---1 tyt� I-�I1_t_.�Rt�►D, INC. FIELD BOOK REF. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS ROAD DEPARTMENT TRACT N0. 6846 ROAD N0. SAN 3M4�2 311GC1 Int I O8 APPROVED BY Designed By Drawn By L1�tt_ToN S'[+�>=ET FILE N0. Checked By Q' ST. ROA COMMISSIONER-ENGR. DA E �Y� '�E� ' ADo PA•t2K AY G�tWERT �+• �S %- 3 ERYL SL iT ��" Z 3 Recommended By La=y MARK REVISIONS APPR DATE COUNTY ENGINEER DATE SHEET 3 OF 6 I 1 3 � rNC:> Gt;2GXa1`it� { 3 i �`- •� T71 C t-14�L3 ; TOP OF NO C6FzM I _, , r I i E I s N fn Ul I _ _ # N N { 1 5 0 e N tg m + 41 fl Tv1�C !•>lt7QT4�► G.uizFi (j`' G ROUND EK15T _. I 1520 F @ !. 5 - �9 ! . �9 06 --_ RS Q� CSD 'r �, N N o•So00 ' •�. _� to O J 0 _ FINISH SURFAGf= `�.� 1111 �t- t525�' p m soy c. 1515 I}} + N4 N � N N .� 4! 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'► `'•J a te1.t sir• -� rM«! �R �. � 3 _ coast. sw�w�.�+c aA.acP PEQ STfl• tto � � .�. ^• � . ,:� .� i ` `(PIG, 9eGT1ON oN SH'T,{ &—COWST Go143'[: ClacsscVJTC6.R PET. ISM. t%cj 4 �.IRR.1Go.Dr6. 1rER ST17�3oS�bo�A � � I f a# .. 1 , , W.O. N 0. u nll p c. 1,.1► L.-t_G�2LJ1� 1 tV c.Ad FIELD 600K REF. ._. COUNTY OF SAN BERNARDINO IMPROVEMENT PLANS VACA E GA E S �N ROAD DEPARTM ENT ' TRACT N0. S ''�5 R , as r' llu�rt`tt NGToN ��1v� as sNo 0 541y h�A.RItVO� C..&L -J1108 . c'TMaso WIDTH vf- PVM•T oN Deai ned By _ APPROV D BY , _ : ; , •{_ ,' J • LZ13) 44�-�1�1 G 10-IQ_u o ® LOWER VIAIEYARV A•r. 0 oM aTo. 10-6 7 Drur+n By - , .� .. - �►•�*: �► H�� t=>zo>K�a.BrroRY eiv � - �E awCv- 35974 # . n►c.A-ca 8C. 9-��1r. Q►eeked tlll► Q �I+C.C�C� ��REE'�' y r � , _� • `. `��- -��oiv or ST. 0 . COMMISSIONER-ENG DA E s v40 F To 0 9-Z- i ReC0lftTnended Bylb bow 1`4 RK REVISIONS LINTY ENGINEER ~DATE _ -PPR DATE . ` ,..,,�. . - _. - _... •`+ r . -. -,w -..6 -.4,..._ _ -_- .__."- _. .,..,..-., .. ,._,.-_ .- - -.- _. , -_ ..}..,.. - •-4...<._.,....- - - -'- ....> _ --- s:.,,. ....,,. . - --. - - - - -ter - _. _. -. . - a.1F - - _. -.._, . -"+l•F-..rr-. , .a- ;r• -'w•w• --sem-" -^-F .,is►<=rr+.r• . s•. . r...'.'T'_ -^--'*YT- -.T.. -.+►- -.. y'•e+ w ' +r- - - -:a• • - -:a;;...o ...._s.. .�. 4- ..�. „-�.::... ...,, .yv, -.:...<t �-•. +s•t �e ....,-�-. ..,a..,,e.+,,,,1.,...__,_ ... ,s.- -.- - _ Y Y 4r � 1 ' , /8' e Const. State OF California, - , Dept. OF Pub. Wks,Div Of Hwys., r. �Dis ts 5 s" s' /�s 3 GENERA L NO TES 19-W _ NEE _ - _- __ __ _ ___ _ 6-H ST. Standard No.39 Catchbasin, s 4 0.5' a /l' //' 1/' Future 1mDrcvemenfs ' l 'r�r f. All Work Shall Be Done In Accordance Wifh These Plans And i - ---�, W= 2I V=4.0 x i'`i ob / npe� The 1963 Revision OF Standards And Spec;fications Of The ' f �Existin Pavement c.��, \ f�. ►6. Const S.B.Co. Rd.Deptt • Per Storm Drain Details, Sht. No.6, �► s J '�-,- o o �c o S Standard No. 206, Type Q Count Of San Bernardino. ��SK£E7 4 - - -•►4FSKEETS h 61 /� Variable o.a' Rev I-29-5J C? S.B.CO. Standard o F. + " ' y i W _ rFt. �pve/ - amine _�_ J No. 203, Conc.C.B. Apron. Catchbasin, W= 7, V=3.5 2• BENCH MARK= ELEV /526.06 Brass Disc At Intersection Of a - For Plan View See Shf 3 of 7 �S.B. Co.Standard No. 20.3, 19th St And Beryl St. BA 60. `� KC F 7 3 - 4' - - - - - SN E T Qj m 4 Const, 4'Conc , p5o0 O Conc. C.B.Apron. BENCH MARK= EL E V. 1565-33`-Brass Disc At 0- In tersec tion Of �• 1 • PavemeCons"nt On 6/2(m rhk.) 6raden �t l51D _ For Plan View See / Y �fj � � � Sidewalk Der , „ � 24 p3�8 , .,,, lgth St And Carnelian Ave. BA 59. 3 Cty. Std. No.11B /Mported Base Materiel Const Monolithic Conc. G ade W 5- o. Shf. 3 of 7, Mien "R"Value=75 Cur6Gutter fir Cty. Std. No.l/5 i5o9°� \%,`mss '�\�,� 3. Pf rnwa Improvements ,Shai! Conform To The Recommend- t J,Q stn e P 00 a o s Of Th San Bernard ne County Planning Commission. T YPI CA L SEC TION • BER YL S TREE T f' I T � INV T/LT SECTION 4. Street Markers Per San Bernardino County Std. No.303 Shall -ft 1505 8e Constructed At Each Intersection. l FJ01 C T S. Stop Signs As Required By The County Highwat� rac Sec,PROF LE 0 A NBAS/NS CONNECT/NG ion Sha/1 Be Shown- On These P/ans And Installed By Vie County STORM DRA/N PIPE HA /L TON ST. At The Expense Of' The Owner: BASEL/NE RD. l2' 5. for Further Detai/s See Shts. P,3 of 7. P i . o ' 4' z5' e' lo' /o' B' 75' 4' as' Not To scale 6. All Pipe Lines Or Substructures Of Any hind Not Shown On ` f These Plans Within The Limits OF This Subdivision Or ln' Adj-' ` • l0 1,oF �, `�, ��, �Glope acent Areas Where Improvement Work Is To Be Done Shat1 h ' rFt �o Be Removed Or Relocated As Required At No Cost To The San 6 3 ,eves �' ine 004�frrF! t//C/N/TY MAP m , oro .T° Bernardino County Road Deparlment ' ,Sca/e : f"= 500' a Const. 4 Conc. ; m a� 661 r g3 ga# '+ a /5I5 _ m 3 _ �t a• 7. A Permit From The San Bernardino County Road Department const. 2 P.M.S.Cmk) Const Monolithic Sidewa/kP�r - o --- -33- _ --- 3L _- - Will Be Pe uired Prior To The Be innin OFAn Work Or Pavement On 6k (rhk. Conc.Curbs butter Cty. Std.No.1/8 �S� `'�'� 5 A 9 9 _9 lmported&sseMateria/. rCtyStdNa.1/5 rc a� w=ar .� o -�- Construction Within The Streets Or Easements /r) This Traci`'' ROAD CONSTRUCT/ON NOTES \I , - Mm. R Value=75. � ! acl 2. V ? UI Trim Edge Of Existing Pavements On /9th St. And Bery/St. --= fL O- utfr �i• _ 1 15t 9 Q 8. A Permit From The San Bernardino County F/oo�-Control , t �� E To A Smooth Vert/ca/ Face And Apply Asphaltic Emulsion TYPICAL SECT/ON • LOC/QL STREET 5 • : . , . •, ,• __� - ► � U` District Will Be Required Prior To An En roaehmpnts Or '� Prior To Pav/n And feather Over Minimum Two Feet At IZ Locations indicated On T Ica/ Sections. LEVEL SECT/ON �t ��f �e{�5 F �' -"� Construction Of Ex stin Distriots Fgoili ies Or`�Vithin yP 5x. P mt i 9 ' AGATE STREET (EX. 81 w.M) _ Flood Control Easements Or R/qh t-Of= BSc? , AL AMEDA STREET Air NAPA AVENUE q 15�9g� c P�6?' p,So OPAL STREET to e Q ,o 9. The Responsibility OfAdf'usting Man�iold"CovPrs,`Pavin9Repair cuae uNE io $°t �• 509 Ssoo�i9 And Pav/ng Replacement /n Connection With Subdivision Sewer #. ,,,Web ECFVAr N n�fi v c Line lnstal/ations Will Be The Res onsibilit ,'OF The Owner, _ L tale (crest.Modif)ed P ,y a /5 m� 2� Standard NP.208 And Shc?H Be Accomplished /n Compliance With Ordinance + -- - cuss b'coru�,eF>� 66' ` �Staie sfd No.19 p� i rrWdwB Storm No. 8/5, Sections 203, 209 And 2/D. t - ti 06.B San. 4! Drain Cleanout. ' ,''•1• ` waExE•NED vGvNE ,/�";��A[i-Q ,3' Catchbasin swr.)-� ,� „ " • 1 .aiNr Wit. i 5wr /0. A Consfrucfion Permit Will Be Required On All Drivew9y ` R•r R•T - // i5a ' S2� m- Installations Not Shown On The Approved Plans:- Construcfich .` o 0 0 _ - a °.; ', 7 6 9.S 5 /2 6.S 4'0 Requirements Shall Con Form When Curb Depressions Are • ' -=-•----= _ (F t Sfie Provided For Driveways. Complete Ct�nsfruclion Will Be PE - • •• , • ��• � (Existi Pavement) L �O K • ' o �� 1 Variable o 300 P -ulred In Accor t ounly ,Road Dt'pt, Standard Dravi- • Leve/ cine dance With C t I _� - PROFILE OF CATCHBASIN, OUTLET' STORM -Ings Ne. 128 NQ. /28 A, And. Related Covhty Specifications. ` F Const4Conc DRAIN PIPE -& BERYL ST. Ar APPRox. 5rA.3093 ON BERYL 5S .. /I. A Permit From The California State HighW-0 Depa-rtmenl,Will Const. 2• P.M.S. rhk.) Const Monolithic Side walk Lt• For Further Details See Shts. 2,3 of7. Be Required Prior To Any Construction Or �'ncroachmenf _ WE�4�K�'M� o " z . i Pavement On 6 (rhk) Conc.Curb l`Gut/er CtyStc�`No/ Not To Scale Within State X hf Of' Way. Div Of l�Iwys., Distr. 37771- > l'YP/CIL 8 TI'E� RA l .i -.: imported Base A�faterial. fir Cty Std.No./15 Mrn "R" Value s 76. sTANDAPG PLAN Na /15 - TYPICAL SECTION • 19rH STREET NOTE• 12. On Removal Of That Portion Of Existing 3'xd'Co,7crete Ar?d ` ® Contractor To Cut Required Off Section Out OF The Existing 3X4'Concrete Rubble Arch Conduit For Construction' OF Proposed Hely • moo• /h'rE,evAc eWFN TiP.v"/A?PsE ./oiMTS Ahd Rubble Storm Drain. To Accept C,onsf Of•Afodif ed Std. N_. ?08 Rdwy.Sto.Drn. Manhole Structure At SM-34180 BerylV. Pro visinri '5 5}1/ g 3a,4tt �x Y�s�rr© sn acco+y MRrcrviiv� ofuo/n•rs . C/eAnout-,• All Construction To Be Per Standards, Specifications And Permit Be Made, In Advance, For Quthori3Pd F/oaor' C'orii�rt l Chep t ` '" 46 • Of the San Bernardino Count Flood Control District. 6 0 /sf Grade _ y • Personnel To Inspect Site And Conditidn O>�' f-xisflnq �Sf���rri o 0' ••: '�SBar�x 3 l'` t�jt 0 r� Q ` Drain Structure. . I '3 ;., t `` 2' I 5' 5.5` / •5' %2' ' ;' ,Each Crri 9• - to I N ") Q a 13. /n Roadway Improvement Work Over Or it Ytt�r•"nit Of os _4' rst ,,q• �,� r , d . • ; , a : ; ; . �'��►. I '�'� Existingfb 3'x4' Concrete And Rubble Arch h Canduif tr n r' G' Slo 'QC+ m `� o k 0 15 Be E C S h s f f�e8vc,f Co % Ft. A covve/ 8Line /, �er Ft ' -.o• h ,� w ( Coutl n To xer / ed In The Use O onstruclir n ` \ * » a I _, " . Equipment And Or u er osi i OF Heavy Live Loads. • 4 ` �aQn . C. • Const4 Conn Const. P" PM.S.(Trik.) Const Mono/ifhi �.b 4. Be Perform- , y i „ n. 4 •� , ° -�� w M - Upon/Completion C)f` 13aCkfi`II And er ; � 4 +-- 1 Com . :: S/dew87k Per Pavement On 6 Thk.). Conc. Cub/Gutter •., 5 o \ r ,y .____ - ' Cty.Std. No.//8 Imparted Base Material. per Cty. Std. No./iso •+ ---j4(//") �q R R�2' ti/") r 2yryea �`14 , Z =X---Inner Face Of Embankment As Per San fSei-/� rc%nr Mrn. "R" value-75 ) �¢ y k R.CP. n ti New Construction ty Sta aart p cific n --- -- ---- � '� �p s N Construct Qn red An S e a 'o '� d i Jain w e� hof' e n a ,3 • As R quir d By The' County Af •SECTION DATA a� ►_� N NVQ. 5 5Z 4-6 w� - lnstal/ Std. / G.l. - s=o.•cis k • . �' G t� o No Cost To`San Bernardino. Count , y 4'yeea _ to M.H _ Manhole Stops Per And A Writ te ' • o r r Std. Plat Int_. 147 n e cert Sub T© /s Q 3 �? o • • • 2�03 +8a The Subdlvis/on Pi t :T- c rests/I Std.. 6-Rockin ect/ar► Of The ,fan pe Beddir,�-Uncf<• 1 9 Bernardino County //ighwy TYPICAL SECTION • HAMIL. ST. Street PaveinP,ntr 1 t 1.3:SConc. 4 co Manhole Frame ` Cover 4"Min.Thk per Std, Plat N°. 148A 15. When Imported Base Material(/. 8.M.) s f TJLT SECTION i 64 �- /'-8n _ -- Is Required, The Minimum Tnic.°knes _I_g i Shall Be 4" /ncht�s. The MlnirnvrY Shape Mew F/oor/Base Sur{are /f Conc.Manhole Rmgs , „ • SECTION x-X To Confb'rrr, Ltiifh Existing Conc. PLAN VIE �• 6-'4" Are R9d To Adjust M.N. R Valve Thal/ Be T, : Rubble Sto.Drain. 4 ° Fr.�`Cvr__ To Grade- They a t - r Inner Face Of New o. ; Q S411 Be Per Std. Plat N- /50 5 4 Bars Spaced Construction NOTE • Y Approximately �� 0 Contractor Shall Obtain A Permit From Sen Bernardino County Roughen And Clean Existing # X As Shown. Exterior OF Conc. �` Rubb/e s Flood Control District A t Least Three (3) Weeks Prior To The Beg- t ' 2- #4 Bars Placed , . -inning Of The Construction On Beryl St Storm Drain.Connection. Arch Before Placement Of' k ' Diagonally. Any New Concrete. he*r plods C7r10 • o fig t �\ DETAIL 0jr ROADWAY STOR/VlIRAIN CLEANOUT t�.0 ; "'�`��- 4 Bars Placed ,► {>r, , :. ►. Diag'Onally. ^ Ur,. n,t Ccrr >' j M; rierit5 shown r 'Q AND MA NV L-E S f R V O T UR r " t� t r ' y* 'r #rGtt� C1� . ,..-.__ ., t• r:7c, �•jnt ) LOCATED ON BERYL STREET AT STA. 34t BO 0 d / Al X't:C?Tlf' Vu' lt, tMy;nµ, Cr,lt f�r1s�l+t4i SfUll r Scale • 1/2 =/-D COUNTY OF SANBERNARD/NO, CA/ /TORNIA 4' b 3-#4 Bars Spaced iROA D DEPA R rMEN T, - Approximately ' NOTE• ' As Shown. A// Steel. Reinforcement And Layout Is Per Standard /V9 208 As T'�/p�C� L SEC TIONS " Shown /n Road Department "Standard Drawings 1963" County Of {Vl San Bernardino. ModiFcations Of An Steel Reinforcement And BENCH MARA t • Location Of Same Are, As Indicated In Mail Above, Sht / Of 7. T NDQRD GENERAL h S A NOTES PLAN VIEW TOP ,� a VICINITY MAP t Not To Scale _ PLANS PREPARE` BY= w O , NOTE• w' BAKER PAf FOR AS C/ATES TRACT N.-. � 1 • Bottom Face Reinforcing DESIGN:G.H.LLOYDJR. R t FUL L ERT.ON, CAL 1FORN/A SA IV BT-RNA RDIt.IP COUM7 Y ROAr) ' Shown Only. 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Sidewc7lk per *, I , SEE 514EEr . . Co n s f 5.B.Co. Pd.D ep f I * 1z - ,-- � I �,".� �", I NP.5 . . ' " &,6 Co. Standard No. 118 1w . , 9 I � . I A Sfandard No.P06, We'A I , . , " I I r 01 . C.7tch basin, W- 7', It=3.5' � .z I I sca/e-M 40" . t Curve Data Const Cono. Curb e Gutharper I t . I . % __, 30 � I., 1 ,6 =510/1 1311 CP 5 B.Co. S49ndard Mo.P03., S.B. co. St dard/Alo. //5 I Cj L . I . /8, /-, __I , 2000, '\ Conc. CB.Apron. .7 n I �� . I �- R= I ; - � . I . 4 , , � 5 0 1 0 L = 17s.24 - fo r --, Curb Pet Datc? I � � - - I I . ws 6,k I r= 8768' \ De Idils See 5'h ts. /,3 of 7. zwx*10120901 , 43 " , . . I I 1, 1�z C� - 4. . ke I 11 11 I " Curb Dafa . . '_� P=PO 0 ,li� . .1 , - I , 61 - . .. ... VC .� " . . ,6 m 50011 1.3---\ � I L =3148 Cd * Z I . il . Ila I I . I �; -?0/81 . I , ,; I I ' " . . . t, 0 1 ,afa �__�,_ * - - . � k, 1#1 Curb D P, \ T=20 06 E �� I W 1 __\ ,L -/76-8?' � .09F, . TC.1514-82 %A E. '. k I I ,�. 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Taper Paving At 45* To Meet No fe-Me w Drive way for 65 Ff fron�aqe parcel in Fxisfinq Pavement Al. A. of this Tract (M-6. 14t) to be locq�ed and _j Orade And Shape ro Accepf edjus�ed �b the safisfaction oFfhe owner. Ib Drainage From Exis6nq Ditch. Consf Conc. Cross 6uller per 1.9 TH 3.B.Co. .51L.?ndard No. //9 STREET CT C� (FS./sloe In f A? 38.05 (Exis fin(7 Z?"Steel to ler ftinft J3 IV.8-9*36'58 E. .95 95 .0 4.4 4 Y s,&;n Pavemenf 7"-io be removed J011�7 Lx. Pavernenf 0........."40 T V 154 A'6 f57AF7"­;30� ��*Maft IP '77-- 5604) A Now air. C.R. 410 L -Power PMe 9 Cons-f Conc. Curb e GuHer per 1 698546-r x �c 15 B. Co. S)�*ntya rd NO. //5 % .5ta. 13#57 too Cons� 4'Conc. r5idewc7lk per Curb /?ef DaM Curb Pe�Date C4 �Z� U S 8 Co. Standard No. //8 A= 90* A - 90* R- 20' Cons� ?`PMS P?vrrne/7f on 6 Ypt L c 1011 11 . .1. k J 7ra ?Of Imported Base Material per S.B. ra 20 -4 Co. 5fqr&-qrds. 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