Loading...
HomeMy WebLinkAbout629 ES1 !lb A 7 V/- VIVAI Y f TIES (SEE GENERAL NOTE 10) ITEM DESCRIPTION QUAWTITY UNIT REMARKS 1 . CLEARING AND SITE PREPARATION LUMP SUM L .S . INCLUDES ALL REMOVALS j 2 . EXCAVATION N N - STREETS QUANTITY ONLY C. PAVEMENT - rNicKNE55 TD MATcN EX1,67 is 4B0 S.F . /9TH .5T. V _._. 8 4 . A .G . PAVEMENT o. 30• THICK /l 1 75 S .F . HERMOSA 0PAVEMENT o• Fs' THICK _R_IOI_TBEE P C CURB 8 GUTTER ( 12" CURB FACE) 513 L.F . HERMOSA AVENUE RB-ff-. UTTER (8" CURD_9C. 7 GNON- IF ST RB__a_.IzUTTER f 6" CURB_fflC RB--ONLY (INCLUDES. RETURNS) 252 L.E. SIDEWALKES--RAMP-5- A DRIVE AY 9SS-GUTTER AND5PANDRE 2-47 NC—A�LOCK WALL- PER STD . 301 1 3 LF. ,EE___GRADING PLAN _CQNC__BLO( K_FET • WALL__PC_R_DETAIL�HEET 1 30 L.E. FET NAME_5IGN 19TH STREET AFFTC RFGULATORY_5IGNS 2 EA , (SHEET 21 17-- 40-11151 C.LEANOUTS 10 GRA 18 ST___Q_ _01 HERMOSA AVE. ONLY ' G;vO. ."L^1✓!� PET "'AL'L ALONG S. TR. BOUNDARY 655 L.F. SEF GRADING PLAN 8 9 10 2122 23 34 35 36 T 11 20 24 33 37 w •• INDEX MAP M w SCALE: 111=100' 12 Ig W 25 32 W 3 8 1 ►. 6 ti = _ 1 i ,. 13 18 26 31 M 39 5 z M t l Q Q W • 1 1 t17 W 30 27 40 i 4 14 0 In - H C v i Cr 15 16 a 28 29 _J41 e __J 3 c.3 w MIGNONETTE STREET 2 (SHEET S) (n CONSTRUCTION B.M. BENCH MARK SET DR. NAIL 1 .0' NORTH OF SAN BERNARDINO COUNTY B.M. NO. A-249 a = VICTORIA 8 RAMONA AVENUE. W 50 49 48 47 46 45 44 43 42 CHIS. " ❑" IN RUBBLE CURB RETURN ON S.F. ELEVATION: 1419.67 CORNER 19TH AND RAMONA. 1, ELEVATION: 1462.27 GENERAL NOTES I. ALL WORK SHALL BE ONE IN ACCORDANCE WITH THESE PUNS AND THE SAN BERNARDI" COUNTY STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPON31BLE FOR ADHERANCE TO THESE STANDARD SPECIFICATIONS. 19TH STREET ' 2. STREET MARKERS PER SAN BERNARDINO COUNTY STD. NO. 303 AND 303A SHALL BE CONSTRUCTED AT EACH INTERSECTION. -- x MARS I V 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON UJ TRACT TRACT s - NK BARS THESE PLANS. T a 4. SHADING ON STREET PLANS INDICATES A.C. PAVEMENT TO BE INSTALLED. SIT CORCRETE WS(NIRY WALL I Q ALL CELLS FILLED SOLID #�� 5. ROAD DEPARTMENT APPROVAL DOES NOT INCLUDE ESTIVATE OF QUANTITIES. WITH GROUT 2 NO.• � " M 6. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, COMPACTING ORIGINAL GROUND, AND ALL SOH-GRADE SHALL BE PREFORMED AT ' NO COST TO SAN BERNARDINO COUNTY. A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CONTRACTS ADMINISTRATION (ry DIVISION OF THE COUNTY ROAD DEPARTMENT FOR APPROVAL, PRIOR TO PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 9352-1 PARCEL MAP f' 7. AT THE COMPLETION OF PAVING. A MATERIALS REPORT SHALL BE SUBMITTED TO THE CONTRACTS ENGINEER OF THE SAN BERNARDINO COUNTY ROAD NO. 1571 v� I , DEPT. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY. UJ cr_ — — —— Q 6" t (A) R-VALUE, SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASES. TRACT I i_ (B) STABILITY, OIL CONTENT AND SIEVE ANALYSIS OF ASPHALT SURFACING. N0. 9224 Of THE SAN BERN"D tNO COUNTY ROAD DEI W1110 AttO N -�#Tf=A-V-E-._$1<E-N #E� CONT- TRACT ckn T B .1 2 NM �� 9. A PERNIT WILL BE REQUIRED FROM THE SAN BERNARDINO COUNTY ROAD DEPARTMENT AND CALIFORNIA DEPT. OF TRANSPORTATION PRIOR TO ANY POUR FOOTING AGAINST ENCROACHMENT OR CONSTRUCTION WITHIN THE SAH BER NARDIN0 COUNTY EASEMENTS OR RIGHT-OF-WAYS, AND 19TH STREET RESPECTI /ELY.. N0. 9109 UNDISTURBED NATURAL 10. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKF NIS F = SOIL OP CONTROLLED FILL OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT + Q DESIGN FOR LEVEL GRADE ABOVE WALL SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. E16 .._ T �B XBARS Ii IF ASPHALT CONCRETE IS TO BE PLACED DIRECTLY ON SUBGRADE, A SOIL STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. 3' 113 AT 32" O.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. SOUTHERN PACIFIC R.R. 4.r- • VICINITY MAP TYPICAL SECTION SCALE: / it = 500' RETAINING WALL ' SPMAL NOn FROM PptVAIT EWTNrrFR TO CON71ACTOR SCALE: I" = 21 Contractor agrees that he shall assume sole and complete responsibility for job site editions during the course of construction of this Project, including safety of all persons and property; that this requirement shall apply continuous) and not be limited P . Y to normal ! f working hours; and that the Contractor shall defend, indemnifv and hold the 0%,ner and . the Engineer harmless from any and all liability, real or alleged, in connection with the performance of work on this Project, excepting for liability arising from the sole negli- Sence of the Owner or the Engineer. �! �\ RCE Date- 21104 are -- \ FIELD BOOKREF. COUNTY OF SAN BERN&RUING IMPROVEMENT PLANS W. ° W). ASSOCIATED ENGINEERs r._ ___ ROAD DEPARTMENT TRACT NO. 9352 �, NaTED GE/V.NOTE B -AD✓LISTED QUANT. c '�1.1� 1 316 EAST 'E" STREET • ` � � f OytiprteC WY A�'�'OYf I.) BY I ONTARIO, CALIF 91764 Dreg* By _ GENERAL NOTES , INDEX MAP S•ct-11 FILE NO. 714 986 5818 C1,ackae9 As- Qcc»! is4iaR:ERE 4 6 €" AND ESTIMATE OF QUANTITIES - Y- — _ R.c. E. REY I®NS AP-R1DATE U �f1� swrT 1 d 5 1104 DAT E AR s 76-52B R ' _ - „ .02 I "e CA a-Oui _._...., .,-,,...w. .,.....,__,. -� « i wLLJ , _jQ z N U h ..•.._._...__....,,__,.:,_«,_.,_..,,._: ,,_._, a ..__ <....._„_...., .. ; ....._ .. . .: ............. M:,. _...._......... . �� __. _ 11 II zz _ _....«., . ..,....a ........................ _. .« . ._ ---------- ......... LLJ —z ry. uj CL • •N O � ._.._............. ........_ _,_. , ..., , .........._._....._ __..,._ rte✓ •�' 6 Dr►' vg .6 uj ui foll LO .......... ------ I. 0 � 0 .,NZ u DI � II II ,S% liR cr _ - Cyu l I I I I Z W S o __„_. .» ...,. ..._. _,,«, : _.._.... ......«__. ....,_._._.__ ...r. ........ - _,_. .,....._ ,. ,.. __...,__.._.. ,., _._, . as z � m z CL ul _.« I � cc J �9V *j o e 6/ 6 z••E, £G'SS �Of►� f ir H '9/ , F I I I SII II J;� ,., to __.._.__....___ ___ CO - cn coa a x �a _ s OL ►� , - . z - � o Ilc SII • Jill: w Jo _, .. -------_-- --------._.__..._ �. _, . Zj _4 M �`'• a co �'• o m a _., o ' to •� o ' a CV ' to II p 662 a� 12 H -o w - .._._ .7 +� ^. � ., r` t I SII II �� S W ,� _. ...,.,,.,.- W _.._ .__._....,. _..,. \0 , 0) CL E ag � � ku_ — ” ,{7t N3bi �. tQ 3 ooc w CO O .b b L�'99 _._....._ _... ...._... _._.. ... _ .,..._............ .a.....,.. ---- ' I II !Q� �c• M _ _. . ._....a _...,..._«.....«..._.; _._._ «__ ..._. �� 4 s � : I ' Z m o a- w o 117 ID ... SII � � �� I► �+� � o� s ( � ha III II lob Q� 0 • I1 1 11 Q _..__ , .__...__...._ ........... o .. ..., � � �� `� II 11 FSa (�► m v � u O w OD - - - 11 Z • � � N N � N M `� II � �v , ,.. a 0 , _a p o 0 o Q Q f O Ub � -. < � � t9 QO e o www IIK _..._.._ . __«« .. ..._ _. _ _«_._. _.. _ � �. F/L II 113 ' I r 9 YG voj in V 2 f 9 0 iIll G!Oy �PIY6' 6G W O� rY�iYd 6 G 90 �, I � � •��` r. _ B PO O� 7 ( V ;, 2 N vo W { LLJ B/G co JLn ' y�11n9� �n� Q �? tL a AV uj In aba.�t ��G , ---• .. act t s Q h I • _.. _._ -_.. ............ _,,,. �' '� Q III �, , �-- � III J c . ­"`�_ I . I - � - -_ - - - . ...........'.A_ - , ! j { ��. yCdC� . I 1j o 1 1 ]t g « U - 1 { P. 6. t Y 7 , : t I K 6 N I DU 1 l k D T WEST •L 4 1 ! +ST P - , I I A I f m { i 0 i i i i } t\i N , 1 T 3 i d 7 _ tV !n - _ _ i 4 { K S+ V - L d 1 UN W 7' P I _ , s , s ij7j}j F I I sr �o D f 1 5 1 ni, `Y i - - - _ . tt M , t 4 .�! - _ - - } . t I 7 1 . I { I ! t . ; 1 1 { < , < ._ , I . ' x . , . - - - V + < , . `p , j _ '4 n i , 31op- . , 1 ( 9 11 , , I 1 . t - o 'u 0 R , I u R' •h N 0 a h ti 2 - D , u i V 4\ W .� {fir . * D x 5 4 i I a0 ai 14, � to < W K 11 j T 4 1 . Q % 41 _ nj A Q 01 G t , , t : : , V , _ : . 11 : , i _. __ __ : , __ _. � _ .. _. � 6 _ ..a � _ � .._ .�. ,_ _. � 1450 b e , i . , ; - - >, `"� , . < . , t � • - , : i . , . % , M� , a Q a < 0 m . �- *oP' OF Wt culla % , 1 It I I , . .._ N :. * . h h % F v 0 r i h i �i i L O @ 1 j t 'l , ( •s Q e a D Q v 0 3� t 8 0 y / e n , , QO �i � 2 h . I. 4 = 7 j 4 P. 9 / F 04 //��,,�� { r VI V O r 1 Q.S2 V R N - - t` i I I ►V n � * TOP or WEST CURB. - EX6 GROUND A7 g i 1, 2 _ e f . tL a tl V 8 ccyy i * /o N Z i O . I M 3 t . n F F 1 y G V D I N I � 1 P. I h e 1 - `r •V O . , , r 3� V , D• { _ . t V •m iri N 0 Zi . b M N a N h 1 1 , . : , , , , , < , , , < , : : , < . . _. ...._-, _- _. _I P , -F l_ -� _ - iso , : o ka M , : . \ i , : t 1 • i h I 28 v + e / t c b i , 3 �a, : . �yl�� L \ � m I i . e 0 a RSA i a v z` b 0 ti W n 4 tv h h { . r b sem" e0 i A I F �AS If S � .L x/ 6 7` RO NO t 1 • t . t u p , , I , � o . I I o n . a , ► I /D O k N V B 34 i o V S a P/. 4 9 1 0 Q , 5 � - - z4?� t �o n u� ; E In I # . t C . t i O to I S !I IST '� NI E FI UR X � N �' I /S v i 14 11 , U N l.• V C. , 0 3 42 . 37 ) •0 � q rA� m f ti 2 d C f 1 ) i 0 `1 D N N P- C R V.P I CURB AD I 6 4 �! , , i d g t a I b , 2 , 9 75 V. .8 . f U d a 8 C. }} l . u i s D n 0. 1 n 7 i 79 , , , , : I , , x : 1440 1�5 V TYP °� � D �. P ) ; . 1 , i < : < m ,� 2 W hh r, m ti � m m , : I , , � n -\D' U) 0 0 M I - } v 1 s 0 r 111 I 0 j i 1 5 D . . O N t - - f - v I : 1 < Q �,•� f O I + i , M' �i 0 G O I , d• N , j , ; d . i { J� /�yy V V' W P AS RB' T I b I ii E t s e , x , : , s , , I _ _ - I qq - - - i t a . r E t ) I i T 5 22 N R _ A I � B t i I 1 i . f , f { ! i tq 4 . 1 , 1 a { . } I - ` - , 1 i 1 1 I . ; I 1 4 e •♦ e ! - E{ 4 1 I 5 . y Q ii 4 O I1. : q PROFILE t s I 1 tt I f : i i . i i S . , H R� I 1 3 CAL ES � R. r , , . , „ I S , : ; , , 23 � 24 25 26 27 28 29 30 0 1 , 2 3 4 so P L f—�1 1 �i I . _ r a.5' Z6' SCALE I " = 4C► CURVE DATA - , . . r' /i' �a' �� • - R A L T 1 3 A ---20' 90° 31 .42' 20.00' :• S' tt 5' s' ss' ��s r..s' I W a . . � EQ 601 38°44'22" 40.57' 21 .09' �` F 40' Q5T°28'44" 179.75' ___________.____'r___________ , , ` ' a �' f !1 .1 %T do", . � a 93 d 4� 4 \ d:' S." - M/Git/O�t/ETT� 2 AIIAlETEE�t1'7H 2 ej sT�eEET M/GNOitIE'TTE I 11 Const.0 tS A.C. Pavement on Nahive Soife eevt,etOC,rr.��t � �o �« sheet 5 ST�eEET �T�2EET 6T1l.30/,.S'E�-G.P'4V1W6 Plgy ('See Shee 2 See 5heef 5, . I��Q� �' ° 4 C.L, . - 1 ,04' TYPICAL SECTION - ELMNURST AVENUE ap `'�� �, W 3g• tIDi it i NO SCALE I I �, �� 41 Zh..P.' 40 39 38 37 X36 I 3Z.� W I i 42 II E fix,, I� o�� i I I Q�� 33 I I I� 29 30 31 32 ti 4 Rcrx � comc ���.�, p�� �0 eHc ,s�oce- "zZ PE,P�►,4;, sro S,s+�� .oa/rrs�� -p ► II I`� I 3 4 I 110.00' 1. �, rh v Fhb vz - O2 _ I cu f� II i 0 �� "^ o�/"•� b s . _ • t —�_•�:�,; 3 `'9�� 'o ;r" � � N, �o.0011" ' &5.00' Co S.e0l 328 ' � .a3 S c_ - 9 . 31, '57' 30"Euo- 4.0',,v,.. S ��" I II 3 g ,Qp`/�. O� UC. TeEBS K' ,' II j'`� T06 ,H,: lz xA4TE0) SEl�/N <t RC I O• "I 1 Q/Q .S /2 . 1 Ems' N . . `J 3�" AR=f,'OR Pn-d �O DThF-QS e,aof S/.7 C Q ^ 3G rC \/ , '`r. �-.� / E�• °_ �GA[.M ,e,oc.r ecOAvc. Ca,ee STc-ovs i fiL I gt�wti I 44.G 2'`'c V F[, . /� Sip �n,UC. G'u�6�To de QEMOV6CO — — r -r - _ _ _ _ _ �'- _ �o�,C _ _ _ _ _ _ _ __ y — _`') = _ _ - - _ _ — — — — — — — — _ — - 1 I f, .q�J, / ?'A', ,?� ter . �� �F E k F :. — _ --_"`._— _ — t th row 2oM�VEO N t6 �" V e ,. \ 5 !ro` Ho✓ED� 71l6�.gDE rI 2B S GSS%�C��CiP19 /f/L//YE i Z �tJo'30'5 ' , ��--(�— �� 0,4-11- P ;i y 11) o� h ,qO_J./.W��r - F �� m 35 o rt ` J po P t Q 4s �� �3 F ' N b o �-O G.P9v� 2 ���?o� e ��G.�' .�oJ h - - - 1.- eve I �1t ' �� �O . �� r{WI0 7 �� 1 49fi� I II ^ ��\�'f e�,00E ,TEFL EcT:R #� TO G.P�oE CONSTRUCT..�1 NOTES � / I A o s000t �s.00' �s.00' 3283' ss8 �' �' -- 0� 3 H��a� 2� �pEz - � - – �' II /0 2P� - - ` , x � i a 0� III . �\. .� / 3 �a` N o� r q ` Ol Const. A.C. Pavement per Typical Section. 30, _30� � p\o � 0 b ' �g' /a' / ' ��- ��41\ 4 0 3 9 ria'38 3 �Y. 20–Const. 6" P.C.C. Curb 8 Gutter per Std. 116. R �r o ss. to . 5O Const. 12" P.C.C. Curb 8 Gutter per Detail this sfieet. `` �'�� 36 VI N �')_Const. P.C.C.- Cross Gutter 8 Spandrel per Std. 119. 111 II I , O—Const. P.C.Q. Sidewalk, Type "A" per Std. 109. 3 - . I O9 –Gonst. P.C.C. Sidew�ik, Type "C" per Std. 109. - " HERM�SA AVENUE 10 Gonst. Ramp per Std. I/O, ' ' -- - - -- -- - - 12 —cyst. SidewwaIk Transition per Std. 1104. ELMHURST AVENUE R/w is" ,3r, b" IS Const. Conc. 8lock Retaining Wall per detail on sheet i . ��' C•OA le .rJL4ct' 1 /l'//LL PE.P42e,51*Tf� q, 32, I .9'r0. 3O/ 4E� "' • G.P�O/rYG Plat/ r 1�4e/�"S //g'',QA40/U3-� I LEYGL //g R�4d/tlJ 2 /2 .0LlC2 ?/Y /i�,P/ES SE6�1.9/Y cU.e,6 EL.EVA7'10A1 « d!/T7E,C G/A/E - SLOPE 160'e./Es t' .p�-'- - ,: S' F.Pe r!/.A9% Fl/T//��'ST,PE07- d' ' 7r0 3.Z9je J e = -2-- _ ' S[,l�Er/7*:/ V' 1 Z Ci- _ - E_+VW";,P /",?AO/[/S ; . ,voTES ?Ee I S A'7/5'X. - - _ _ —— - C_ ':': U7'Ewsj. % Q t yl •,,. . . :O.'r r - _. :; t TY PrPD�4SED sr,PEEr Eo�E• �'` '"•�, -'" FIELD BOOK REF. COON OF SAN 3ERNAROM0 IMPROVEME1vT PLANS - -,.- t ASSOCIATED ENGINEERS ' a •• ; Q ADOFD PAYE,ytENT .5TRUCTURAL .SECT/ONS (Q--j.-)j ROAD A D DEPARTMENT _ Coast.O.Po A.C. Pavement on Atatrve soil «. •�,��o��� TRACT NO. 9352 r�"`' ccw5re/✓crE10 316 EAST *E% STREET & REV/5 ED PAV,5; ENT VANS/T/Oni ,4T Fto N0. /y�/t/OG/Ti//G'AL.GY ! .5. END OF NERA_40,3"V,CNUE Detipnod by A r t QVEG BY CURB DETAIL ( 12'r ) ONTARIO, CALIF 9(764 Drown s • ./S/1 HER MOSA AVENUE 714 - 986 - 58 18 -a T. r: ^� FILE N0. TYPaC,AL SECTION - HERMOSA AVENUE ' ASI ROAD COMMISSIo ER NCR Tom' ELMHURST AVEM1t ! ', 1VEST HERMOSA AVENUE ONLY ' - � � ��`��� �7 Iw I DwE?• No. �(./� NO SCALE G(/. oe Z-L/ 7� RKammtnRe! By i R.C.E. DATE �►R REY ;IONS APfR DATE uM � r Alta Loma District � 3 d 5 _ _ { _.. ._ _,_ m - . 76,-52 Q . . . 1 0 11 Y < n t k q Q ( f f , EX St6RUNb AT W9Sr PL Q• � h € . . N D .L , Xt5 GRDU AT E5� °P t E � r r : W v b � s i 4 5• W 0 Q I . r v I . , ♦ , v m 1 f 31.42 WI W 1 : C � t io e� Um i 0 0 - u c ON B R I z t t Q 0► W i Q1 N A• l7 T' `OF cu ni s7- � IUE +n P t E � � 0 v 0 �o O oo P N J v s �o S F 0 t'ry , R 01 Q � a , i d , i 1 ITl € N V t � t Z , < a , k pp < f f i t , �0 y� b �( Ir .r: t f0 a Q N CU 0 .P O H , CS , B 3 + t A. n � 6a O U 1 n i _ 1 1 00 t n y k Z , M m � o : , , 0 m TD P OF WAST C 1RB 6X45S 1450 a I44 < ajoy1 , toA. t < 1� 1 , E t N 1 � I UN ST GRO A7 3 h i EX D i , 0 i F M Qo' ✓G l 6C4e 5• € , r I > t i 1 F W U A T 1 � K� EXIST RD a0 t A S j}f} , f l , f N • i 1 s 1, v , 1 i O i t q• o t # _ - f V 5{ ( 1 f R 4 ` + t S R 4 • `Y ! pp 1 i y _ 0 m n 1 , , i , , , + , t i < , O , O t V t P �711CI � SUR AT i 1 , t , 1 , : , t , < • , 1 , 1 _ g to -. i_ t1• Q 0 _ 1445 155 b � � ��5 b � a a �o NISH U F CE AT 5 N S F1 SRR \ ' 0 U v y 5 , w ; i EXIST OND AST P.L a 3lJ 1 , a 1 P h 'U e � �o e _ r . d• , r , 1 m � 40 , < k i .. '^ `w i \ `1 V _ e a i o •� U c i u1 I4Z e 1 W � 3jol- >;p r \D ale lj VG• EXIST Gi70UND `AT EAST PL. 4 p 0 i /� A ti V ON CURB q 0 m /a ¢es7 �0 adu o: V.P. . 63.46 t ( v O a 0 H , } i 3 f t F V.R 1 7.98 6 t'n N 2 a aq p , 4 V A l_ b # j TOP `OF EAST `CUa9 I ,. , � v n 1 m cp o o � o n 9.�s �'c/%PB q n 4 { �1 N i V N to 5- v , 0 V k }} r 1 S }ji 1 lY i N E , aq o X78 3� U Liit'f3 X45 t� v a m} �• , : 5 /455 v i 78P OF FAS74 C R9 ! Q J { 4: 1 i f y r i i t t i t f i d ` a t 1 1 1 1 } t N , Z .5 O O , ) 1 O 1 a 6 , 1 J s 9f¢ , k0 k € r t 2 • 1 , f i k f+ 1 s i tr � kk i I F t , 9 ` fes' y _ J F O k t t S p E.9ST C i } , y PROFILE y t I f: , SCA LES VNFRV , „ , , 6 7 8 9 10 11 0 1 2 3 PL A N r SCALE 1 = 41 CONSTRUCTION NOTES .;> • CURVE ' . DATA 1� Const. A.C. Pavement per Typical Section. 22 Const. 6" P.C.C. Curb 8 Gutter per Std. 116. R L T © Const. P.C.C.Cross Gutter a Spandrel per Std. 119. r• 0- 201 90n 31 .421 20 00, 99 —Const. P.C.C. Sidewalk, Type „C' per Std. 109. © 60' 30°41 '00" 32. 13' 16.46' 10 Const. Ramp per Std. 110. __ © 40' 256015123" 178.90' 12 —Const. Sidewalk Transition per Std. 1104. 3 # QD 60' 45034123" 47.72' 25.21 ' ` . 45- 601 38°44'22" 40.57' 21 .09' � � 16 Remove existing temporary pavement . 0- 401 7-E 257028144" 179.751 STif'EET 4 "z\-322.711 12°47'03" 71 .871 36. 15' I See Sheef 5 16 17 18 19 20 2 3 _ 4 5 � 6 ry 7 8 ( I � 21 , �p 11L h ti h Q�+r�,6 ( I x�0 G f � 54. V Opp, (� �I 7Z bo T2.Oo' n 69.18, , a � 4. �6: p{moo I o A � i i 0 i $t 65 Oo 68 4� +63. 04 P3 �� 65 65.00 SO 3� � � 50 O� 00 36, � ow____--- — �� � 14VV.A7// A0.!•/171V ? IJ 4� 7 ,m00% /Y/� 2 N \ � a B 5��, TDGPAD TOGef'OC /2 g�/ 779 G.P.�OE °� e r ' (0 6?C_ E"./'/BTlJ/L'E G C. iv0 ,30 57 Al!✓ '( L w I !� .vo 3o s/�✓ — y o� o ,�D� - 22 ---- -- -� 9 0-- �i' v ° — °I h b i�,P uyE o' G (a G � - � � I 6T�G h ep 2 y'i��' ��� � -:' 41 A� ►. A F - a �. Al 10 Z Q9b �F N \ 0 G.PAO� _ / O �O� - . . E haq�� " � �i/F�% 50- 00, (3&00� 65.00 2 e.r5� 4� b�6 ( F� AA I r'�. 50.00/ 65.00� 65. 00' 3 6So'Off AN So C C ^75. G GHQ ah �n Z /e ;a- � b 15 14 13 12 I 28 27 5 p I� 26 2 5 23 • M���vo�vETrE 11 10 24 .5reF E 7` sheet 5 CAMBRIDGE AVENUE TEAK WAY 1 C510 9 1 C6 69 e25) 3o'J t i L/,j-- re. 10e•f' / ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERN.ARDINO lMPROVEM`NT PLANS'' w7°" REV SE cAMBP/D GE AYE GRAD6s I. ROAD DEPARTMENT TRACT N O. 9 352 " ROADNO. 2 316 EAST "E" STREET ADDED -AV_zm&1r 57RacivRAI .sEcMv C_ �� �� Designed By APMOVEU BY Const. A:C_Pkvemenf on Nab/ve .foils _ _- _ _ ONTARIO, CALIF. 91764 p,.,,,n a FILE NO. 714 - 986 - 5818 �et�ee e �� ��o R t '' TEAK •MAY TYPICAL SECTION - TEAK WAY 8 CAMBRIDGE AVENUE Reco,nn#tned e, CAMBRIDGE AVENUE ra• • Z-Z/-77 AIta Loma District 4 5 NO SCALE R.C.E. DATE AAK REVIVONS APPR [GATE COUNTY 1EIRINUR "Um SHEET of 7C0 -5Z ,6 X/49" - Zr rCG r 1 t t E ! - - !liPB � O.v % 4� Z �! 2 G J% G• F �qP . . " > F a P . S . i 3c l v q V i I R r r . - V i i t £ I , V 3 I i v a i i r !r 1 r � . I `R ; , Y � 1' 9 9 v V F t h { \• 1 h i F i 4 I , 1 , V ,r . r v a , i i _ _ N N Q A Q s : fT �� �O 'I . K n p Q N N t 9/.42' I I I I cc9 0 e K 1LN V % W GN IUB - I - K �1 M \ N N t = . - a � - - P Df'iYD Ty!U.P h - TD 8 r 1 0 o• o i m !i 2 V e o a I / h I I . h ma a . Q p , O. o *k , 3 1M . Z i /o • h v y `\' - - A Y { : , , , , v r , , a : MM ~, - _ 1 , , > , : ♦ , r k a , : r e ♦ r -. , , , - - 1 e , .,... .._-,.. I _... - -, v .. _ ... a _ - .. > -� _ R ,. > .._.. .- . _ .. , .. _ t h x m , t N ; 1 , . �I , , j a � h r , . , . , , , , Svc. - ti . < : • , , : . • , . . , c� L E i A . _ - f N I f _ I -�. Z 1 �R/ 72 V , l I i i v N b y , , . - - 1 . I , h _ vF N ��� V m . . 14 - - v!R\' O w G V n� Y' [ - 0 a • F 1 I O fj i 4 i O �� - , - , m a m W V i Q cn m I. i p i�50 � h . h � E,rrST GJPDUyo .9T � , '. • 4 99 : q �C o o v Z B , ; h a 4 � x � r i : : 11 ►. , , . a \ t h v N � , .D > tz'v 3 . 9e N -3 tib F/iY/S.�/S'U•PF.�I�'AT C V r t r - . O• S�as , . # 0 k / h �. C a \p a i 1. m . - , . , • . , : , Z 1 . r} , .k I Q �9 . h - ! i ! I o . m . \ ►. 1 o z F # > s { a- t , o v - n m I , 4 > , , B �' Z L ; t r, c. ' D {• s i T v .r I V D V { F t# i - 15P4v 0 i /. 1 , , I k 1 t 4 . : . . I � : � ; pp 1. I 1 M a . j r 1 ^ n � 1 ,n { i - 'I \ � V - \ /6. DUiY .4 �i :Q a x r�� y r �rlr� , ti oN . •I v a N 4 v h m0 { 1 � i\ i ti 0 I D M JP17 - - h i h h 0 7ArY d !J`!/ a i h , Q a o �(1 i f * t h -11' r l (\ mb �? �1 -0 aS2 / �1Q 1 of ? I _ i 3�4Z ° I ihl Q' • -, , rr , , < ;- • , , , , <m , - _ _ _ _ _ a . _ , ,, • , , F . { , . . rY� i . - a r , e I , . T i . . . , v . : i I , - I - . i i ! i . . , , , f N I 0 0 .sem • I I V F 8 4 b a D N J f e S * I I • O .\ ^ I i f I I 7 ., - T i 1 I 4 i E I S {{ ^ i 1 \` t t 8 +! V < , w A # f , 1 { 5} } - - f �1 - 7 Y i - - _ - - 3 . 4 m `, t 1 • - I : _ - I { E 1. 1 1 1 d a f a , F v - _ i : ! I � ; � : ; � } I . I ii f I i : : I I F 1 14 I : : I � 1 It I t I i - ; I I I - - - , - i i - i F I : PROFILE !!) If I , i 7 . - - S - - i 1 I M �. i. t 3 F GA 1, E S � 1~ - I I •2 � I i i e �{ , 1 : , a , • , 4 5 - 6 7 . - - - I - - . - I — -A----.----- I-- --l"-I I 11 I I ! o 1 . 2 3 P LAN SCALE " = 40� t'~ =2or TEA,e 6✓AY EL.��I�f'S? v sec 5heef 4 . l��-/yll�' N p 0 I � �'�/!/l fl/OGS' See Si►ee f 3 Q'� f�E�MO�A �oea ,egMP • •-'-• I , �c S/YU�'4 --�.p� N 'I 41 hQ AI/E�t1UE PER -6 74 o ;:� r -� h I 112� 15 16 25' P5 2 8 L 7 t5' l3' -N 4 Sem Sheef . . ' . i I ia' it r ie' ie' I � �m L II 1 . o� '� O I �� L0/ � 12 ho f-y . ... --- • ii I � � � i� I I MI ' I . I • I I �� ( 0%¢• �P I ;A ��s�,I m�� ��'K t h '��,I x�L� '��'I'h D ill { 1) % .� a �c ",r 1 p oo I `�'iit�•F s �t NQi �. h - � % � } � c / / 0x/ / G4o0 Q\ 6 X- : K` Rei V V G 9L00/ cY\2 S. �s r,, 7ry.oC� dti /o i` of ��20' i t i I !'l 9762 0 s '� .� 6.0 .� 91.0 ��� s �. I� 3' 3'h•¢�- 1 ' / Iv I \ i I II ` —} t •\ 50- _� B.C.R. I /D o oI 3 AOJ. �O. TaGP.�OE �\za -� c� \�' T �S`9�- 'n's a -r. .c F ,� /� I L '!I / % , . ��.�.` _ - '`� 3 _ dJBo`2%'03"E 9 m �-c `� �� - $!pv f' _ , ' r` h OCK WALL. 4 SIDEWALK I-11 5 �. s 's L/NE" ,t8,(* / h ���.(ryG _ �N N "'-1 (e 5$I .QLtJ �Y1/Y ;- . is AT .W. RETUM - �i % J.9� -/f T06?.9vE' 3 m '� _ �. - • ,� fF.1, 7O 6'r'P0'� • ofi/ F l h o6'eyv5 J 1 ft ' iI — -- . . , - I i /o • ' - - - - - _ - 73 00 73 O 53 00 ,,• (Z i � - I /Z 53.00' 72.G�2/ 73.0o/ 73:Oo' 73.00' 73.00i i O i / "�,� • , I -, 30 �' ��\ � I w� � 6,s' l s.sf 11 *T 11 11 . 50 49 48 47 46 45 44 43 �� 42 ��� _ �Rl� SIDEWALK TRANSITION DETAIL . CONSTRUCTION NOTES �A% . -- - -I _ , . h y't SCALE: 1 1 C __ !� Const. A.L. Pavement per Typical Section. ,i • O3 —Const. 8" P.C.C. Curb G Gutter per Std. 115. ern� \1 . . -I ® Const. P.C.C. Cross Gutter & Spandr.1 per Std. 119, O—Const. P.C.C. Sidewalk, Type "C" per Std. 109. i MIGNONETTE STREET 10 Const• R per Std. I i0. .__ ___ _ - J2 —Const. Sidewalk Transition per Std. 1104. . I 1 �11 1. . '@—Const. Conc. Block Retaining Wall per Detail sheet 1 . , I-• C040'J. - f . , ` ,'1p' ,3p' � - . 3 ,/Z' �e' ia' /2' . - CURVE DATA � �; SS' &-4' 1251 .5.5' 5,s� /2.S &.5' S.5/ � � 4 I - AQ R=20' i a f K 4=90° - � ` - {, � � L-31 .42' . I $$ o T=20.00' .�, ' / r. ••C J 13' i, O.lelo' a 44 I a / :%' • " c{ h i -- . - - . - _ . . . 8ii r . \\ 0) 3 - - f - ,• .. ..F ASSOCIATED ENGINEERS FIELD BOOK REF COUNTY OF SAN BERNARDINO c' IMPROVEMENT PLAN S W. o Na, 3 ROAD D PARTM E T � 0 e�Et�/5E CAMBR/DGE .41iE. GR•4DEs � 1'x:17 TRACT N 0. 9 3 52 Const. o.t5� A.C. Pavement ort Nat�ra Soils � � ROAD N0. 316 EAST "E" STREET ® ADDED RAvEMEwr $Ti-gcr41,rAL y2rCT/o ti/ (6 *1 .�....� Nsign•e by APP ©VEA BY ONTARIO, CALIF. 91764 Drawn is r' 4d-,H TYPICAL SECTION - MIGNONETTE STREET �S`� S-ra :� FILE M0. _ I 714 - 98 - 5818 �s�rroao Coy issioHE� �. a7 MIGNONETTE STREET _ NO SCALE i ' 6, N . a+•�k.e • � I / z4t' 2,L/- 77 Rocom-handed By \I _ Alta Loma District 5 5 L " R.C.E. 1 DATE Ao R'CM0,4$ WR DATE u ' SHEET d 76,-s2 6 i, E F