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HomeMy WebLinkAboutRc St Improve Plans 85/1 Thru 90/1 85/1 86/1 87/1 88/1 89/1 90/1�a�/ s�/1 �o%� f I t i I ll.l 1390 W 00 + r7°n+ EXISTING T.C.o NAT, GND. 50' LT. zoo O ro _- EXISTING T. C, Z ry 4- M r_ EXISTING E.I? - cr _, 1.390 j { 0In Y0 1i p � Iso V c .......T — Mn Cr r� M EXISTING � -, 01 � � _,._ � z r` M I O N -2,P0%%+W v -� Icu + EXISTING=�� . J �'Iro FUTURE M 010 u+a In c co �b a 0M C, �' ,n�N M:p In�O pro M M M —. ram. ..-.---- �-� i C17 • 1— go K) M t0}cq M CoLIJ m f rDnD w =�,a. -- CID 1390 ) +, Q I Co M! co J F M M I O N _ 0 96' V.C. O cn M 0 + oo to EXISTING T.C. u U`9 _ FUTURE T.C.- r` 1.15% - `--"'"--- ---�- - f D7 1- P� 100-MI —tee, EXISTING E.I? M1�� PROPOSED T.C. 0NAT. ^GND. 50' RT. CE 1S i 32 33 34 m}}�36 35 _ `� ` 1 L � ,- 39 �'FO 41 42 ai"� if -- -37-' IL 3$ CURB PERMIT E-11336 VERT. I = 4 1390 1390 1390 B.rA. A-219 Fd. Chiz "a" on South curb return at Southwest corner int. of Lion Street & Baseline. F- I W ELEV. 1389`.42 LJ `' f >_ I ) `EXISTING R/W--`� _ EXISTINGCURB S GUTTER FUTURE R/W —`_ -- FUTURE CURB LINE, _ Ji J If LLJ - - - -_ 1 - --- - - — -- --n-- _ �- - - - - {j I1 0 II + ( -`' - 337 6 I it 3n+ %�� r 39 40 4 I 3.�-f i t3 M-3t5 `\��\ t I i t/--\_II t +- 1 CONST. CURB EhGUTTER M PER CO. STO. 115 Cr -3 IrTAPER o "' r`l+ a LJ t VV O 1 r� - - - _ LJ EXISTING CURB k. SIDEWALK PER CO. STO. 109- SEE DETAIL FUTURE CURB LINE` CUTTER LOWER RIGHT-` L� III Q o - EwISTIPIG R/VJ ��' FUTURE R/Vr )) = a m } it a IMPROVEMENTS INSTALLED ) 0 t II W yd 1381.33 CONST. TYPE 9 LOCAL 1381.33 1 I 11 J W OCTOBER 1974 �c� TOP SLA + DEPRESSION PER CO, STD, 203')/TOP SLAG '' J~ rn rP o 35+7'1.77 i GURR PERMIT i 35 ,L43_ -_ d 1381.80 I 81.80 3545 6,10 35 }7 8.10 _ 1 ); 1381.82'� 12' C.F. ( j2$Cr 9 12 C.F. /1381.82 \ 35+92.02 1� rEPIEP,AL ROTE$ 8 C.F. �1 6-- - 6_ C. \ �, i11376,54 Eof CLEACIOUT I, I: Area to be pZ"Gd; feather a minimum of 2' over 'j/ \ FUTURE PROPOSED existing paving. �� I I_ _ _. _ - --- - _ _ L„ - -_-- R/W RfW 2, Use 311 A.G ,on prepared s9bgrade ( On widening cniyj CONST. CATCH L I j59°06� fir. \i .97. - _ - - 120' BAS',N PER CO. -s: 6 %- t t i 3. Provide additional overpa fg as required to keep STfJ. 2Q6------" � �- --- • --- it �•�, l 5.5 81CONST. STORM DRAIN 13 60' 80' d' 10-_ - -` !' ^ ." 7 CLEANCUT PER CO. _11 _ - _ _ __ - ___ . drainage adjacent to curb, INSTALL 18-24'CSr t4GAGE � 1 V = 4.OZ L_ •-.•_ �'\• L.....-.�._,._.-,_...i STD. 208 , 7.2' 4. Area adjacent to new paving; at East end, to be f 72.t0 3ta927 _ •51 X 5 14 36' 36' i4 77..72 FL 1376.69 FL PIPE e \ Y _ _ - -_ waded to accept or discharge drainage as directed V 4�4' 49.5' 6' H 30' 13' 23' 05 n' br the Er*dlno-Ir. r C.B. S PIPE ' o.s�l IMPROVEMENTS INSTALLED UCTOHER 1974 9 5. All pipelltw rr substructures of any kind and all DETAIL OF CATCH BASIN & STORK DRAIN CL.EANOUT 1 .� SLOPE 1/4"+1' tele;ihxine or power poles, water meters, valves or (NOT TO SCALE) SLOPE_ : RIFS PLAN. - �... t_,� ._ I a9 _ . • Iydrants, Irrigation structures, etc... located FIELD BOOK REF. 40i , P S.350-47_ COUNTY OF SAN BERNARDINO _ % / !/./�rf/nfe.- ps to be imiroved and tnterfering wlih -, %� -- _ kithin are. ' -- B AS construction, sh-11 be relocated at no cost to the - EXIST. PAV' T DpsICNED er _ APPROVED' BY County of San Cernard'laot It shall also be the _ --`•[� I /� FUTURE TYPICAL SECTION PROPOSED TYPICAL SECTION Owners responsibility to notifv all agencies co - ___ � � ��SJl 11jtI �f-LHNQ CHECKED BY SST. ROAD COMMISSMUL11-i:NnR. OAT€- TYPICAL SECTION cerned ---- RECOMMENDED BY MARK RtVISIONS APPR DATE crONTr ENGINEER DATE CHIEF DESr? E GIN—�€N Eli -- 2 u 30► X REDUCED PLANS O 11I1111112.1 3 '3 INCHES ON ORIGINAL PLAN- i 1 26:" _101K D -r-UQ t PERM.;— . ti ca m i o: m - p.- cj' . w t) .. _ �M _5 M'`�`` `�"' Exist Ground �---- °� 50' 'North of Xisr cr�Ra_ — - ...... O GO a m Exist;, 24" RCP - A NOTE:, I Depress Lip of Gutter �+ _ V 1! below i _ Return _ -Curb Edge of Pvt. - 4 15' North of �N. Exist. o !-- -• : -- _ 17� �...� + i� .. a - N 1:1: - -0c60% _ M . o O Future44 CL - w .42' _ 31 a0 - n N � Q _. _..d �-'_... .- + 1� W fV �:._ . I M M To of Curb S o -�---- p' 1 O6 } — u, 1 South of �`. Top of Ex:Ist. Curb: o , FcrT y� rc..,ec — - - i 11 t t . of a it �.yFo lcir.°c•' _ 7 Sou h. Edge of Pvt. - A w M o M 12' South of - ---- __ -_- - ------ Exist. Ground Transition -- -^ 50' South of _ - Fran 47' 'to 36, South of F_� 56 57 58 59 - 60 --48_. _. 49 50 51 52 55 � 55 PROFILE I 40' HORIZ. I"'=4'VERT'. % �� 33' 33" 1 `" BENCH MARK: ELEV, 1383.69 Note: 25' of 24" (12 cage) CMP CHIZ, "Ll" TOP OF CURB 35±FT, 22' 22' �'� / EAST OF EAST C.R. N.E. COR14ER — to be placed by others HEu�IAN &BASELINE. I (County to provide C.M.P.) `` fir? ,��,• _ -. /:j � jf ,�,� ��/(s ` l I Note: 8"'Berm & Ditch CURB RETURN DATA I Curb Ret Data F,> A = 1310 24' 0011 Future R ✓i•1 Line to be Constructed by - 6 = 48' 35' �' R = 20' S.B. County 'Forces. R = ?0' T = 44.30 1 'i ne T = Q.031 %� R=6i L = 45.87 I--ExisringUR/W Line-� 30" CMP --* < t .C. = ib.°E' J '° CONSTRUCT SIDEWALK PER CO. STD. 109 e - - • � S� �� / �---- SCURB `PERMIT � .r..n T �, R 1 _ - - - f mil~ inl c; / �r / f 10498- • 1 18" .CMP -- ` .x� > Q CONSTRUCT CURB & GUTTER _ —E,fI $NSF �I — r'- —5f —s— — — — -- _--- _ _I _. Exist. 24" R.C.P. ,II 6011 RCP 4 F� - — F — - -- FutureW Line-- ,�� ( 4 i NO P,/W 1201 SO R/W � I 120 _ _-__.. _____ __ -_ __� '"'• Future Curb Line - ��. I ` 60 } 6Q f EC' .-I - - - �' ( o " �08' :�' Existing R �W L% Yte " ``� - - , t � I � ' 24' 36' i 36' � 24" (� NOTE: AREA TO -BE PAVED. � 13 34 �"-- Note: S" Berm & Ditch to Drain & A.C. Slope — `~ FEATHER MIN. 2' OVER EXISTIIIG {� �,� - ,� , , i 26 , 4 26�- - rl _ Paving along Ditch Continuous from ;, D.51 4' 19.5' I 1"L' 241 __.w>24' 1, 12' , "9.5' 4' 0.5' PAVING AREA ADJACENT TO NEW . ;---- --- Ede of Exist. Paving to & around inlet PAVING AT BOTH ENDS TO 3E I 1 g li ', ,1.� 3 n.D' 36�h71` 1I4 I I FIELD BOOK N0. 437 (38-52) of New 24 uMP to be Constructed by S.B. Co.'1/4 ir- .. -. __ _ _ GRADED TO ACCEPT AND/OR _ , t - __ �' REVISIONS COUNTY OF SAN 3ERNARDINO Forces.G9- 2n A.C. Paving ���` �;� DISCHARGE DRAINAGE AS TI = 8.0 over 6" CL Z Agg. Base DIRECTED BY THE ENGINEER, MARK DATE DESCRIPTION ROAD DEPARTMENT 301 30*' 2/68 ALLFIN CORB PERMIT EI049A >- _.�., � BASE LINE � PROPOSED TYPICAL SECTION FUTURE TYPICAL SECTION ALTA LOMA PLANV RD NO 157700 AA DRAWN BY A C CHECKED B`F � Z, ✓ • r APPROVED BY r 40 SUBMITTED BY ¢ter ;�,,, � r�,- .COUNTY ENGINEER _ . . —. IGNIEF DESIGI ?NGiNEER DATE. SCALE FILE N0. nRW,G. N0. RECOMMENDED BY_DEC 65 AS Shown �jl� 7 of a� 55T, ROAD LOhIMI55IONER-EN.^,R. SAN MDNO BLUEPRINT Co. �_6X 0 a 30 X REDUCED PLANS 0 I 2 3 3 INCHES ON ORIGINAL PLAN hrzff /1/1!� 7YP14W A-Z71W I' 6bf1xarz 9 7f6--I SF b"I'Y e ZIMW 2 1". AdI160W 996; S'f. 50 Raxulv //-,g Z-1r Mfl-,AW11 JrPillff ZWT NIVItIM111MV (JZZ 7601,1) rf "Irma &Vlfr eot 61 e 0. e slee" Z910 Zf &MZ11411Z 1 1;'ZES4? /Md ' 117101 Zed— Q) = z9,YsTV9ff 603e 12W Sl-,17 PZIyyfd 1117 —ST 'ezz "WTIVIZ BE 91M, /Y we414WRI'Mez, 1111171 1111f IR14111 14NP 711z* SWIV amk"plmv 01Yff JWIAMW WNO 1VZ4111MAMY f gzAlell VA71zle : "111r", *.r, " iv -erev na S.E. ew e-raellwaawIz. e mr4mr,4m &eVWW1V = IW7 M .3. MYWIIAN ;2yrs // 'refdIell "AZM14 almww &wpz1N4 ewzz Yasmmfr Vd& M- 1E.56K"429 Wr1YVA7r7,Vf4N &A e, VW 0, 91A& e, V&, rr d , r1z' /; s& /o, W, el I -, 7SfZ e, � PIWA .*4,-71dd11Z-1yj-11 .41 1w,wm0 als. emnuerf d'alymmew7w mmzowDV'W'W" 17AWZW,-4,," 0,0W 11=41" 41V.91,�W JM'-Wellld. 1� 01by Wf'pW'&7 e2mlp zP 171S j7IM"Pz- Wle BE IWW%�,P ge A.�SW A& M.-eil U11111W q d& j1g1Z7f1 .72 &F &//// 19 AlWe h"Re_V /V .4 &.1-VAr", MMW 1114AWE A' d LfWz gr me zw 'a7z or bxm"V A.C. e "gee fluzz ew WT /,-Or 141".orolelrzze A1'c&1.4AW1YVffl A1117 Ille /W A11111 A leFlwbw W/pm 'W11ole TD N11 IrIl-Ir M4 olzIrl" UF 10,4111we.11 w es jvd/v//;a9 /W r//_1c '7 e IY7- Zlj�rl ij 4WAMly 15VS11YZe1C R" 1W Y"'MOV"191A107 efflYll AW ,,1W11 ,7,rZIr /Y Wrrd gr NffZIXZ' AINZY v A. fMffl,�&P at N1117 9 AW M102'Iff Z -1 hLd&__oL1 _k',LV A dr 71;-r e�7A'I,'*VZ,',rlf&J�,CI,7,�llflI 1�1 17 sz�ell /Y 140411 At A'(1911172-22 ff/ /W /7 AK AllfAM'd 11W M121 ell 2 bar—z"Vr— Wd*_ wip V9 Zf "11-1.4AV R Vl 7 IM49 PbP,42,rIZIZ'411'.,�ld,017ell.4Z S,&2"71AWWZ 9WA171 !FY71 4re r'2 q B. &'�d 11".ex9'ff Lff "/v A91111Y le WfWf74,r1W AMM-it RIIZZ,6-,r A. 1. a q. ��' Apel'of /0 10-21 1111--WAfl 911plf-11 AV e1wel-WIlav m1'pW1d1;%f_ e1v1w �aou'. 51�1 13 elz ZW'6&'9r /N�57AJL 157L.F'or,5Ave1-AD46 VrsjPF 17 PE .57 1511411- I 1 41 ra 14 P IN 'Wzzoe ",W//" 711-4, wz_"W /_119 RZN1, 21— P.04— I Is* FIELD BOOK REF M�R± REVIMNS 'Wrl" _/ ff."c"anw- -,wo- COUNTY OF SAN BERNARDINO ROAD DEPARTMENT DESIGNFO SJUMWN 81 mcm BY . APPROVED By SVOUITTFO COE RECOMMENDED/ PR a ASSi ROAD ammissioNE4, 1? DATE COUNTY NtiNECR APPR DATE cV,4VdA1A7 1_7A_74140rlL� 7-1 t f-S. �we NO. W. 0, NO ROAD NO. -5 7 7, C20 FILE NO. SHEET x 3 0 x REDUCED PLANS k-3INCHES ON ORIGIN AN N M :A so 0 1 • jl 6� 1 / 1 6 � t,�6' � 6 --- bti 6 ) ,14,40 t` /IYO d ., o"' ° °� d��.b o� '^`:r opt a fir. `_� 2�• �� BENCH MARK o to v; * 7 a u O h h my a� ti n ti Y D.S.G,S. Disc. in P.C.C. Monument, m o NO C ° iter Line of Buse Line • 4j �i 42 ouu#h of ,Cei �� Ex/stEnr Top of South Curb I % n m O ch W and 0.7 -,Rile West of Vineyard Avenue. 3. p N F: N li + ^l q N v h - _ _ Stamped off-12, 454:L 193 " CO TO _ cif S..outh Eur�� _ M v. _ _. -. "? f -1440 -_I- - _. I440 I 14 _ k; ro Existins ,Sur{ace C+A/W Elevation 53.73 li.S.G S,I]atumi. �.\�:.. CONSTRU-CT70NBENCH MARK --- 400 V.C. /oo v.G: �•:Cross on top of P.C.C. Curb, East end V. P. i. = 4 9.70 ✓. P• f. = 39.20' � - - - �I Top ;uf Fu?`­;-c S. dumb end of Northeast Curb Return at the PROFILE! iniarsection_of Base Line and Garnet SCALEVORIT `, _ 8,0 SStreet, - El ava,t i on 1433.:56 . - 17 _ 18 19 _ 20 21 22 23 P L > SCALE 4 G LE tiERAL NOTES I All work shall be done in accordance with this plan and the 1966 Standards and Specifications Z J U.II ZI CT �N OD al Q0 00 H cf the Coun of San 'Bernardino Road Department. W UJ Z W I � � A� 3Y1 yp `9yi r 3 y M1 +' + r j + i ; etibir Ex/§t:aq water �q� �h � /a xittin Povei»ant Construe# A.C. Porin per Typical Sec obere%coted i , T O Enrstin F.G.. —E y 9 Meter t ,b'�.... - • - :•c\,iy,.: .�„ -. '�3.!�'d�it t:3o•/`� w, W. fence: RI pe tih.�i �+. I /� EXrs B/n9 b _ Existin PC.C. Curb Gvtter 1 4• �' Construct RC.C. eurb Grttter ,per Std• — 9----- --� xr J ___—_----------- 11 •}'7 ;.. •.. a`. 6'P. C.C. PYfE (Ex/ST T E ein P.C.C. sidewalk` Constrvet..firck .C, Sr/ewa/� pater Std. !09_�_ W'�, r y (o H r 1 �k D IMPROVEMENTS INSTALLED MAY 1974 ks3 Y e c.\\ H h cr N ° Li O a O rr !\� C N tY N� J r�r1_.Tvb •ice oy w' a U In,'` � z a l\110 A:°0 o �At w 1E, N„s M N N N X 0a N tjX W N OX N� W /✓ / W,W I II I-- LU r I II Q�;— 1/ l n II 1 j S R/w N RIWrJ SOS /B 32 ' 36 NIo See Grading P/an I2 ,.Min. feather I 1I/2 I for Adj6eC44 Slopes Slap ASSOCIATED ENGINEERS ---- /09 31C EAST Z ZT - Consf �! T/r/eF. f'c.C. Sdwk pss .std F. STREET c rstrn PavemenT y i Coast. 7N1%,4 Cloas Z Agg.Boge ONTARiO,CALIF, 91764 Bxr'stiny Curb f Gutrer-� Cons,truct �.zs A.C. Poviment 'o/rst• P.C.G. Curb .� Gutter per Std. //.e 7I4-986"58I6 TYPICAL SECTION — BASE LINE Construct /.00' Th4:A C/ass a A.9y. Base Scales Hori I I0 Vert. i 4 NOTE. Coc,struct 4 Thick Class II A99 Base Wider All !>� ✓i _ DriyelyaY.- 11P,proaches.. Rcz 2uoa enTe I e 2. A pen-'t from the San Bernardino County Road Vepartment will be required prior to the beginning of any work or construction within County right-of-way or easements. 3. All pipelines or substructures of any kind and all telephone or powc.z voles, water meters, valves or hydranta, irrigation structures„ etc. shown, or not shtlwn on this plan and located c,ithin the .area to be improved and interferring with construction shall be relocated at no cost to the County of'San Bernardino. It sha' be the G`,ner's responsibility- to notify all agencies concerned. 4. Canpaction tests of embankment construction, trerch backfill, compacting original ground, and all +- S n d d S ecifcatio . u Count _ .�,.. an, - cost to San Bernardino County. . shall be performed no o Y p sub grades sha p Y - Section 19d shall be superseded to read, "The relative compaction of fhe layer 0,5 feet to 1.5 feet below the grading plane shall be 90 percent in lieu of the 95 percent com?action required to a mi ru;n of 2.5 feet below finished grade in State Standard Specifications Section 19-5.03". A written: report with these compaction tests shall be submitted to the Contracts Administration Division of the County Road Department for approval, prior to placement of base materials and/or surfacing. 5. When the rcadbed has been graded to the approximate elevation and cross section, all rocks and lumps of ea _n over 2 112 inches in size and other unsuitable materials shall be removed from the upper inches of the roadbed and disposed of. 6. The approval of this plan does not include the estimate of quantities.- _LD BOOK REF �q COUNTY OF SAN BERNARDINO IMPRCVEIVIE�!T PLANS / —L-t~ � LINE I — Designed 9y r rPROVEO 8Y Drown By AGATE TO G A P N ET ST . checked By � �R4ACMtS'37CNEH•ENGR i<AT£`- kacammandad sy RID C DATE CUAMONGA DISTRICT REVISIONS �ApPR_ _ - --- .._ . COfl3NTY ,.NGINGER [iATE � .i { W. o NO,�Q� ROAD NO." 0A 15770 t A $; FILE NO SH£f " _ I of _.._f73-10 6 a 0 �� fff 3oK V 4 014 Pqs 371-85' 0. NO. N H/wa g_URB BOOK 36- 8 _REjURN �-;�Ti-- FIELD RE F. 4014 Pqs 4 COUNTY OF SAN BERNARDINO H04600 R '51 ul w �-3 ROi NO. S �B DETAJ�� L 11 78' 2 TRANSOORTATION DEPARTMENT BASELINE DESIGNED By AWN-PY CHECKED By 157700AN APPROVED BY 7 5' 0 w 0 T 020'AC OVER FILE NO. W, r u PREPARFP FZJh5 !,�DF� m L'2'z�10 UPLAND SUBMITTED ny ASST. ROAD COMMISSIONER DATE 92-97 tj jF u > %J > > Pavr IRI'voval DATE —DATE APPR DATE CHIEF DESIGN ENGINEER DIRECTOR OF TRANSPORTATION [SHEET of REVISIONS V v 10,01 jp."R, 0 2 :o 0 tj N w a I 1'- 0 61 N 4 N & ti N � *4 F1 A c3 PROFILE �11 I Vi-IRIFS t TO 5 X ;ff + EXISl X-GJTTER 1; w i It > >j z Ell F u. I W "It w I' I II nlr-TEP DETAIL G/ F ALLEY X GUT E IL CURB PERMIT - E- 131317 w oj P.P. 94 -72 7: o D� 0 ,9 IF rDEI Ail; All I-1*1YI < 0) P, RF(OCATE FENCE EXIST R/W Lo T T /,—CONST. SIDFWALK PER CO, ll -yam-4-4 SEE C-ETAIL. �Tf) toy PER C F-,[,% 115 pi 0 41- 4. S.890 5 1� 26 "'1 BA�;: LINE el S 890 52'3Y'E. S,89054,41 E. C SURVEY a IMPROVEMENT '38 39 40 41 0 —42 -A- •+4 - + +1 +; AN- :k2 + 3 34 35 36 57" OrA STATIOP., 44+50 TO END C;: PERMIT- 5 OVERPAV� TC STATION 44+5 AV T REMOVAL FF� y 1 GA ORA,Q&E 7 NORTH R/W 0 2- 4' GENEPAI- 'jOTEq W 3.5' 12't. 24'• r.> CHALL BE PONE IN ACCCRI)AN1,1F V117H Tf-fs!� ILAtl AivU THE rj, 4'it 13' Z( Al jrj SPECIFICATV�14� O�F THE COUNTY OF S BERNAPGiND U, w SLOPE IIf J AND Au TEI-EPHOrIF OR WERPAVE PR PAV'T REMOVAL 2 1 OR cli, 2 ALL PIPLLINI4' OP SUBSTRJCTLJRFF OF ANY ! TTER 'VALVES 0'; Iri't t TION STRUCTLI ES FLI POWEP r',1L IA-TEF; METERS, -lbAN72 i�FIIG.l 4 w R LL U. LLI 0 OR ', :T SHOWN ON THIS PLAN ANJ 1-0�.ATED WITI-JN APEAS, TO BF� :z ETC. FI-!rA-1 K PER >. C. 1 1 0 C6 • u 10 CO) w . I I"OPIRM-L" AND IN WITH CON-STRUCT111k SHAi.L BE rELOCATED AT N 0.2dAC Over; ��,;R'IADE cr COST TO SA PFRNAPICINO COUNTY, IT S14ALI- 3E 1HE 0v4f1FP',,, FESPOHSIBIL.- I ER PIP E) �:!, sil R L SFCT C14) ITY TC NOTIFY 1-1. AfFNCIEC- (INT CRIbI �-RUC6 4 :7 s FIROPOcEr TYPICAL SECT1011"'i a cn eo X PLA ALE; I" 4-- ,ZR Lai -cd A OF- 1380, f 7� It" R-1 IU5 T?T-- — ------ Itb& -F-U 'IT—, -7 2 1 444t =J It 1380 1'r 71 r La 7 1375 1575 13-PO k-k,; 0 E$2 z I.E-. HORZC=�5V VERT.']V E= ar. ar 37 38 Z�9 40 41 42 434 45 34 35 36 Eo I F24 l;E t 2� 4-4�- — Te STATION 44+50 E 114 11 E Via E R R, N, 7 ti a 3ox REDUCED PLANS 1 1. 1. �LI111111111111 k3 INCHES ON ORIGINAL PLAN 11 j- e- S/1v'RAMrof' P£R ro. < a PP/f/6/9ss/E •2pR C,5�EXPAN 0/1' �„ TOIN S/DE WALK ©ETAIL ycALEI l'^10/ EST"I,I ATE OF 4 7 E•M DESCRIP770N - l C/earrn C�radrr� 3 Collst.0.sn C/ass Jl A ra ate Buse --- 4 Cans7: B P. C.C, Curb a.� u' /-e!�• 5' Coast. 4 P,CC Siaew r/h - N V h ti 10 h b Ex/'st/ng Surface IS O (0cf O. C. I 1 C L %ki m i\ �as \0� 1350 V Top South urb TAN.C�R �t3:0 Ex sting C�'roUnd CURB: DRIVEWAY UNIT _REMARKS CURVE' TABLES C.S, Inc vIYes,W1Sc.Ren)CV,7/s 5,1T 1i GG /UaieS PT/VPWA%.R2COYISL. L T S,F r A R L'A Per .StGI. l/� �NO. (} 90*001001, 201 31.421 20.00' 3. F O 92°31110" 201 32.30' 20;901 L. /c F?eY sfd 0 O 87 28150" 201 50.54' I9, 14, S. F 12" 20' 22.08' NIA I,F yU. 63°14 Each �: 3/dewa/ to ectD O 1 7� o �I N /SO" V.C. o � o PI-4S. 63 qp )U0FZ-- O a E0 ca row OF SOUTH CURB +q o \ c¢ EZArrITe lA to V 3C p v�LQ39Ir d 4. 1340 Top ofExlkn/q South Ct., .b � �- I C /0 4eTl u f U/7 ee Meter to rase l Each /l K-� ;r.1 cvt�. /,., c� r.e. cure c/r 24 L,.<.0(�1 I i' _ /2 /Pca/ocq-1e 1--l'- /3, 6// 77?/cK< P. C'C, Dr/✓c°c_u!oy ¢�G F Ir/ /r,o! . L P.ettirvTs CONST APKFYf1YORN/S PE/P DETAIL LuarpSv/v/ L. I/!C/UO'� Cv/h / PmOV /` 7 9 �C >' /3 /¢ SCALES ��Rf 1 (o CONSTRUCTION NOTES ICI �} r P L A i V , u Gcnst 4 P 1�g Type C- 11 C.0 Sidewalk Per Std Const, 8 P.C.C. Curb 8 Gutter per Sta. 115. CONSTRUCTION BENCH MARK I �i ! �/ C nst A.C. Pavement er Typical Section. R12 Ca +r,t. Sidewalk Ramp per Stir. 110B, a'. 1 ;ts -e,1� c *• 't 2 P P yP it :r u u b-O 50• � t : sIa : • . f tlrs' Iir .., ! ,,F < + = y Fd, Chise�ed Y, in O on cur; return on Archibald Avenue 3 Remove Exis sidewalk reconstruct as shown, Gon'rt. A.C. Crivewa/s, nrnr �) IGr .¢4 ^ i r1; a 4:; r �r z 1 e w° ., wzih 't:e at S.E. corner of •.-ChibFld Avenue & Baseline Road. Elevation / /�- 26 4 Cont-26' & 30' Commercial Driveway approaches, Coast. 20 Commercial 9riveway per Std, 129.1347.825 paanted on curb= 0.5'' 3I 1�� F� ;' location a Width shall be determined in theCons=. Commercial Driveway Approach as shown Elevation.' 1347.83 I I �v �� ;"t fiele' by the inspector. Stb/,1�9 Notes 1,2 a 5 per Std, 129 apply, Curb face 0, n�J B.M. NO. A-1C3 I I Py�1� f?/ Coast, 6" Block Wall, N=32" per Std, 301 and varies from 8" to D" at Sidewalk. Coast, expansion Vx, Sidewalk l etur:l per. Detail Shown. Fd, Chiseled "X" in "O" 12' south of B.C.R. at S.E. corner of ,` QS` P� 4/�C b' Adjust Wa},er Valv.� to Grade, joints where the curb returns join the existing RCF!,o 2/l0 Archibald Avenue and Baseline Reid, p curb gutter IF.Y h,A �p boy �D 7 Adjust Water Meter to Grade. Elevation: 1347,48 I I� px R/v �Jxh Remove A.C. Berm I Dutch. ph' ,r EkiST/NCj _R/k/ 20 ` STD S/DEWALK Ex/sfin 30!r:''!? exlstiJ 24"Rc..P. I �`I - •3 N EX/ST/NG R/W TEL. P Jt <'3a79 To BE :E" ,Q , /.'- ..-•--tea- /� _� �D F1 O\ w� Q �6` `. f'F_La.C.�7TELt 6y.7T!(En' "! V � __ ..--G .\ Y - j,• Fl , 4 N.P. � �` b•• 1�' 6- fff m k� ^„^H.P. ..I -' -(,•- ¢^N.B IvN.P. I Ex/sti 2' P.�Z- /+ - __ _ .J... - - - eF -`� 2 --- - -t7 W a 074NP L- s=� ri N - _IaL.._ 4Hp EnST _ 3ASEl.INEROAD EX/Sr/N� CO i„ -w� --- 94��. If I a ti✓ a + M.H. Tj',7fMaYE AtL. t✓FtRS,S.R...ry a. 0� c _BJ --S 0 „ W. EX/ST/NQ.4.C. PAV'T. „ b . w✓. A,/n/,.a ei r s ¢EnoYF SCALE I 40 s e e - - Ex/st/ngA.t r?ilch w 3 0 ix BTaMP."11Y7REES 70BE t o lh/ :1/ \ _ ., \ . G ✓..f1'tintd ? `.. pe rn lin y3+2/.ao N N-, I -- -& SnL ne bfEx/SYunr s _ * ,... ..,:.,- �. •• ;5 3e -_ _ e9 P ,. o ad-�?f ` o exRT ., . .. "-,, , 4 0 0 . .. /3 r r :.; �•: ; .,8� ;, .- - y- .-• R°.cnav -� e . 3 rotas � c u'... � � - ._ DI . � � � :. Dirt Sbau ._, /..k.: ,. ;.,, • :.:._• � � wSevea!,._,, .N '� E1G't l ,D NED /RR/G/1T/ONLIY Q _-+, .. �,• .. _ _ ..: .. � , 4,.,, 2 C 11/ lob t\ a . E(. SYvmp STT ! :,• a+ 4 cam. i.r �_Wdl W. u. t_ �.. 0 6' , q Lk /S/.iL ai r , /6 9.5 = --- -- -� " y /'� 1 i. • . . /2 E : ? I II I :v I 9 �• Ya.✓6 t r .: " {\ o _ U�, , ,r z:ts�o. MAK � J 1n0 �uu. ... 3 s � n.. .. ,. � �..,��;:ve- mom, ��•- TOP - ..k .., \ �1 Ic/:�J I "'1 ''..•r• _ -:-_ ... _. y ,->" - , � .q cr R (9/ m I w/ pA?KGJq ✓GRADE - - - { - - - - - { ? R » L o N EX/. ,, /AfP? ,.. - 1 ! PR4POSE';7 R L'-�'}'S6.26 CURBS P% :Y 11 r O3 a + 3o n I �1� I� . P /6/9331E SC'e �efA/ c� 17t06.SL' CURB APT. 7+72./_ B.dR. /w Q559 /2vv 5 �W '\ I �� 12h o ° LrX /ST/Ncj TFi 9CT 945/ i cat F- /o�2S/o EbR ro �' ssOzaFt 6 GENERA NOTES 4 4 • y ' ; 5, ° o w ODP./.EASEL/NEROAO< II s� 1b ewe Wo// SD0�5��� '<I �1• ��- % _ J OtQ� h'CN/BALD AVENUE @ 6�i h<�. AL OR SHALL BE DOE IN ACCORDANCE WITH THESE PLANS AND THE SAN BERIIAROINO COUNTY STANDARDS AND 3PEC!tiCAIiOIS, CONTRACTOR SHALL BE FAMILIAR WITH AND > ¢ (� �� ! d y1 L- -7 .3p I. ALL K H N 1 W DagS 30 ��: a �S' I F.x/b>'ingLatchtias/n SHALL BE RESPONSIDLE FOR ADHERANCE TO THESE STANDARD PECIrICATI�YSG•S a� PLV olp Q Q' ti9 1C'nyC TWP� h P/PE 3t62 .!/ B.D.R. IG QT , I ry, ADEO_UATE STAKES SHALL BE SET 9Y THE EeGI!EEP TO ENABLE THE CONTRACTOR TO CONSTRUCT TFE'WC*K TO THE PL.!' GRADES. Fy D ��SE y � 0 0P �? �IW � / � �� 0- Q 30?ZFt•10- pl C• v#/6/9249E I I I 33 ilI } 5 L 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FAR: ANY DAMAGE TO EXISTIlT fACILli1�5 6� ? 2 I A 912LIP o-2/tY 30.�3$.L' I 1 /3 3G' I� fxis>`ir19Z9x/BCMP.A. RESULTING DIRECTLY OR INDIRECTLY FRG4 HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. (L '� Q - d 60" 9 I I h ;' CU/�T7RETURN 4. SHADING OR STREET PLANS INDICATE A.G. PAVEMENT TO BE IIiSTALLEO. n ' l/aries /3'fo24� Varies 36 fo 47` Z 1S' / 6+28.93 A? t 3V � ' I I S ; a Q S/ 9 DATA c COMPACTION TESTS OF EMBANKMENT CONSTRCCTIC4 TP,EIICH BA(KFILL, COMPAcT.IBG ORIGINAL GROUND, A9D ALL SUB -GRADE SHALL BE PERFORMED AT NO COST TO SAN DERNARDIhO c;L1NTY_ �o �.5' ':VcrieS ro.i'%/&S - P Vartes i'=20o A WRITTEN REPORT WITH `THESE COMPACTION TESTS 'srALL 5t SUBMITTED TO TtiE CONTRACTS AOMIIIIST".ATLJR DIIIGION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL, I'i.IOF 10 ` /O' t 1/' �' a SO' S2 it d= 5o OB 4D PLACEMENT OF BASE MATERIALS AND/OR SURFA''ING. 12±T0342 co d v �a n c; .3 Fa: i2�iHAX. CONG/Tu0/.VAL 3 C, - r. i i L /CLEAR + - _ _, G. AT THE COMPLETION OF PAVING A RATERIALS REPORT S9}LL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY RPS;L° 'EPARTMENT L STING ALL TESTS OR 1 2M/N,A.C.FFATGIER J o. / �r .. c 36 j6 LtEAR I` 4• -1 T- 10.0� u / 3G 5z , e1 <`T ': �1Z DETERMINATIONS;COMPLETED TO VERIFY' I Consto&A.0P17Vt I 'a � I " J 75.ZlB:b.R, A b-VALUE. SIEVE ANALYSIS. AND SAND EQUIVALE'IT OF AGGREGATE BASES. DVeh050'C/.e" A .SAS S \ v �, L r •• S?_.II. L-:D.(. 4 , 3 J 3} , T_,.B� STABIClTY, 01L CONTENT'ANO SIEVE ANAC'CIS OF ASPHALT SURFACING. % I„ " Per I$"era/ ..a 7 / f A/ F 5to" 6 C •• 95 }FL- ' ?° OF GG GRADING MATERIALS REPORT AND THE PROPOSED STRUCTURAL SECTION SHALL RE SUBMITTED BY THE TRACT ENGINEER TO THE SUUDIVIL10 SECTI' N OF c q/,e%a fYr PL I 3hT5 - L 6 3g,O i tL 13 } _, I S 7. AT TSAN BERNARDIN RC H R A , FOR n T SECTIONREQUIREMENTS H VE BEEN MET. Var" •: •", I" TRANsYfesESECT/ON B-P. �•5 -. v I I �' •i1: � � 4 :'; THE SAN BERNARDINO COUNTY ROAD OeP�iRTM_NT 0. REVIEW AND EVALUATION. APPROVAL WELL BE GIVEN WHEN ALL STRUCTURAL SE A ti v Nor ro.5CATE- r P J6/9248E , I r � i.. _ 1 44.l�4�`� ''' Fu IC OAC ENT 0 COdSTRUCTION WITHIN THE SAN BERNARDINO COUNTY EASEMENTS OF G� Rf6TAN?,12CRAMEf V B. A PERMIT d Y. 8E REQUIP,I� OM THE SAN BERNARDINO CUUNiY ROAD DEPAF?MENT PRIOR TO ANY EI R HM R /d W 0 STEELANGL._106A R cov`IIIV6 a"cteAR TirtAFf7C S!G'N ,..fOB.7: >z.'�/W V i, N � I--- �) r ^ ��' { ', N RIGHT-OF-WAY. PER. STD, A'a 206A OAF //NG W!H/NSF - TI_5 TOTAL Z: -�J'!' � V (0 AT TOP. 1 i2/W • �Y O c' Z) 1I0 d / E 2'al OPE@%Q-PER. FT aArr R sG A 6 3 I W f ( -2TOTAL P/PE (13 FLOOF OF ORA/N s 4 703E. rROWLED Q 90•,,y T. s 400 rX SECTIoN A -A C(/+ NOT TOSCALE T t3O5gP-. 3= _P_ ARKW,4Y DRAIN DETAIL. � I c 2 s• � f si 2-0 X , R (- .. 0 -1 TTE. c: eFA a 1 UNIFORMLY APPLIED ATTHE � (91 V �43,ar � � ii� , 9. IF ASPHALT CONCRETE IS ..0 BE TRACED D,RE�TLY. ON SUOGRADE, A SOIL „TERILANT REGISTERED BY TI,F E.P.A. FOR lSE UNDER A.C.A,C. AND P.C.C. oHALL E NIFO, 1 Y A. 1 TH EX/S+,ED!iEPAYT.- T.k".'."? :O � d ,St�:i.6I B.Ok c'� rh ` MANUFACTURE!: S RECOMMENDS^ RA FOR THE RUIL PAVEMENT WILTH PRIOR TO PAVIP.. 1- Q - a .. 3. �l /g V lC D E T ET ALEG Sr A/ H R .� R G C1 '- 4 E'L O z 61�5 Nt: ROAD. I W �c r HAT I �iI QUANTITIES. t '7 PP O A'. NI INCL DE E/ MA E UAH LTI S. 10. ROAD DEPARTMENT A R V Q II ESTIMATE OF QUANTITIES + , IDED BY THE ERCINEER ONLY FOR THE CIWVL0ENCE OF TO: DEVELOPER. THE CONTRACTOR SHALL MAKE nIS OWN DETERMINATION OF CONSTRUCTION TY/�ICAL SECTION ,sl 2 39.30 E,D. Bo Q C, seG/� ouras7 Box QUANTITIES BEFORE SOEM' , A St` ANY ITEM OF WORK REQUIRED BY THESE PLANS WNICiI If, POT SPECIFICALLY LICTE7 IN THE ESTiMhTE OF QUANTITIES SHAD BE CONSIDERED Q L Z 8 PROPOSED f;/W AS INCLUDED IN THE OMP. r7L115 OF WORK. NO 6QALE er', Et F,A TJBc ?ELdCATEJ (AI' - :5'+85 �DiW � 1 Ex/sbny Out/et �, W. 0- NO, y '// !y FIELD BOOK REF. COON T Y OF SAN BERNARDINO IMPROVEMENT PLANS Ex F ASSOCIP. rE ENvI�IEEftS pv,r No. q SEA CONY.NU /01/ yjL�t-/ 1 EXTEND I3A5Z:liG 1NPROVEh1E S Sr - ROAD O StoawALy-------'.- - BASELINE ROAD AND ARWIBALD AVENUE ROAD 7 o r _ ^ +' -' r T VA VE n 1 To 13t41 AND REL LATE �. ALL Pt,E LINES OR SUBST„UCTURES OF PNY FIl.. -.(rD TELEPHONE OR POWER POLE... WATER ME.ECS, L S, 316 EAST E STREET APPRovED BY 1,577OQ AN � /. ! 4 I.. I- Designed e v . � r U- I _ A . E LIMITS OF THIS [n EL0 MEN,. OR N pGanlsT �ul1 al, P2o�ECT ND Dv l - HYDRANTS. ETC., SHOWN OR NOT SHOWN Qh T Eat PLA S WITIJH THE P I TH , 42 P. SFEG AD/ GP H -) 9 r 24 R.0 R /; lAh SUBDIVISION w�% D5� C _ SUDDI� I - , -, -- MINOR o. . ..� / CALIf 911E4 Doan a MIX N F � DONE SHALL. REIOVED OR RELOCATED AS REQUIRED AT NC ONTARIO .1 ADJACENT AR_AS WHtRC I. G,OVEMENT WOR I. T E dN D Q i _ ,r.� y, .- F f.. pI.4 ¢ 1.. 6 V .,x . G. 28 .,� fry o , PERK l' D A d D Y-' , 1 h F T _.� � 7 COST TO THE SA„ BERNAHLINO COUNTY TEa115PO1T..TI,d DEPARTMENT,, 8- TH. OWNERS RESPONuIRtLI Y _ ' _ >. •AN,7NGA �• • / 14 986 58? 18 . � •, ASST ROAD C�NER-ENGR. DATE CITY OF RANCHO CUC I ':�7 / :i �ALL Gk;.,.lc, CONCERNED. 4: Checked! sS.,. cUNSr PAI7KWAy ORAI/J TO HfTI'FY A A N � G'yAN6E � A S?. Ai' l9 Y - ��- i ..A / p p a C//ANGE Dk`_'_` sGcP6: h -17-79 Recommende44By SEE UETA/L To LEFT. - .pip 70 SHEET 1. Of l.. + R DATE J�+ R.C.E,c/IQ¢ DATE AYK hEVISIGi15 APP t'M !�_:•78 ITf' INFER R4621889 3O / REDUCED r LAlVS I F.Lt' 1 l i I i -- 1N-3 INCHES ON ORIGINAL PLAN` 0