Loading...
HomeMy WebLinkAbout1489 LIMIT OF OVERLAY M E£T EXIST ID'?41 KI . C,D L D PLANE STREET IMPROVEMENTS suRFACE OJrT MlIJ. DVERLAY' GENERAL NOTES ,• � FOR - --- _ COLD PLANE a= IST. Ac. FOR Oao'HI N. VE2LAY 1. ALL WORK SHALL BE DONE IN STRICT CONFORMANCE WITH THEFOURTH CURRENT CITY OF ONTARIO AND CITY OF(RANCHO CUCAWNC-A 5TR-5MC'S STREET SAWCUT LINE 5T3. DWG'S . CONTRACTOR 5HA L1. $E FAM 1 L IAR W fTH 4 2*41 t_ t3E RE•5PON5 ftE FOR WAERANCE TO TI E�3E 5Tb15 4t ✓Prado. 2. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT TYPICAL COLD PLANE DETAIL SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE IN THE CITIES OF N. T. S. SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILI- TIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERA- Z TIONS, WHETHER OR NOT SHOWN ON THESE PLANS. J CE 3. ALL OBSTRUCTIONS WITHIN THE AREA TO BE IMPROVED AREONTARIO & RANCHO CUCAMONGA TO BE REMOVED OR RELOCATED AT THE DIRECTION OF THE < 1 z CITY ENGINEER. UTILITIES ARE TO BE RELOCATED BY THEIR i , o RESPECTIVE OWNERS. THE CONTRACTOR IS REFERRED TO Z SECTION 5 OF THE STANDARD SPECIFICATIONS FOR PUBLIC 4 o WORKS CONSTRUCTION. z GI;NERA,L NOTES: (GoNT(NU6U) o u j 4. UTILITY LINE LOCATIONS WERE TAKEN FROM RECORD AND 18. ALL WORK AND MATERIALS SHALL o o WERE NOT LOCATED IN THE FIELD. UNLESS OTHERWISE NOTED CONFORM TO CALTKAN5 5TP• PLANS ON THE PLAN. THE CONTRACTOR IS REFERRED TO SECTION AND SECTIONS 51o,82,84-AND 85 OF NORTH �Q ' SOUTH 5 OF THE STANDARD SPECIFICATIONS. THE CALTRAN� 5TAIJAARD 9PECIFICA- R/W 60' �' 60' R/W TIoNco BOTH DATED JANUAR`( 1986 5. IN CASE OF ANY ACCIDENTS INVOLVING SAFETY MATTERS ANO THE CITY OF ONTARto SPGGIAL COVERED BY SECTION 6409.IB OF THE CALIFORNIA LABOR CODE, PROV I51ON5 F019 51C�NING AND STRI- 12, 48' 48" 1 12" THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE STATE PI1.Y� EXCEPT Dfb 1HDICATED HERE0T4, 40 9 9 4 DIVISION OF INDUSTRIAL SAFETY. OWN 6. STATE LAW (SB 3019) REQUIRES THE CONTRACTOR TO CONTACT UNDERGROUND SERVICE ALERT AND OBTAIN AN IDENTIFICATION NUMBER EX I ST. PAVEMENT :'l PRIOR TO THE ISSUANCE OF CITY'S ENCROACHMENT PERMIT. THE > TO REMA IN TYPE ' D' CURB CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (800-422-4133) STREET N EXIST. CURB & REMOVE EXIST. AT LEAST 48 HOURS IN ADVANCE OF ANY CONSTRUCTION ACTIVITIES SIXTH GUTTER TO REMAIN WHICH COULD EFFECT ANY UNDERGROUND UTILITY. W CITY OF RANCHO CUCAMONGA W SAWCUT T. THE CONTRACTOR SHALL OBTAIN A NO-FEE TRAFFIC CONTROL > W o = >- PERMIT 48 HOURS PRIOR TO TIME OF CONSTRUCTION WITHIN W z v TYPICAL SECTION THE PUBLIC RIGHT-OF-WAY. THE CONTRACTOR IS REFERRED PROJECT j z V) >< � W FOURTH S T R E E T TO SECTION 7-10.3 OF THE STANDARD SPECIFICATIONS. SITE W 8. THE CONTRACTOR SHALL RENEW OR REPLACE ANY EXISTING TRAFFIC STRIPING AND/OR PAVEMENT MARKINGS. WHICH FOURTH STREET DURING HIS OPERATIONS HAVE BEEN EITHER REMOVED ' OR THE EFFECTIVENESS OF WHICH HAS BEEN REDUCED. RENEWAL i OF PAVEMENT STRIPING AND MARKINGS SHALL BE DONE IN CONFORMANCE WITH SECTION 310-5.6 OF THE STANDARD z 4 CONCOURS _ > x SPECIFICATIONS. > i„Z j� W oz REMOVE rt REMOVE 9. PAVEMENT SHALL NOT BE CONSTRUCTED UNTIL ALL UNDER- W �' x H R 2d 9 GROUND UTILITIES HAVE BEEN INSTALLED. TESTED AND r ,�F,� = 2, 6 , APPROVED BY THE CITY ENGINEER. > > /� CONGO__ i I� HELBY"> �a� TYPE"D" CURB 10. SEWER AND DRAINAGE MANHOLES. AND WATER VALVES SHALL ISE ST z `'' 'G' STREET 4 8""AC. OVER NATIVE RAISED TO GRADE DY THE PAVIKG CONTRACTOR . 9� �, INLAND MP t W 16 II. WHEN IMPROVEMENT5 ARE TO 5E PLACED Ch NATIVE 50(L z �" ' BOULEVARD COLD PLANE EX19T. AC. AWCUT EXIST. PVMT. WHICH CON515TS OF A ROOKS MATERIAL, THE SUB-GRAPE SAN BERNARDINO IO FREEWAY FOR 0,10' MIN. OVERLAY 1.5 SHALL PSE PREPAREV BY REMOVING ALL ROCKS WHIG4 PROTRUDE A15OVE THE SUB-CGRADE.AND ALL VOID5 OR CITY OF ONTARIO DEPREerbIONS SHALL BE FILLED WITIA A FINE 69ADE SAWCUT ¢ ' MATERIAL OF A QUALITY 5ETTER TWA.N THE NATIVE EXIST PVM"T. .75" A.C. OVER 4!' C.M.B. MATER IA L. DRIVE AIRPORT 12. IF THE ASPHALT CONCRETE 15 TO PSE PLACED ON 605- GRAVE,) A SOILS STER(L ANT RSI STERED P.SY _MG ri-PA. FOR USE ONVER A.G. AND PCC. SHALL BF TYPICAL SECTION uNIFOIWLY APPLIED AT TUE MANUFACTURER'✓ R6c4M- LEFT TURN POCKET M ENDED ,RATE FOR THE 'FULL PAVE M ENT Wt DTT-, VICINITY MAP PRIOR TO PAVING, F-XCEPT FOR T HE ltW0IZARY PAVING CONSTRUCTION NOTES 8t QUANTITIES LOT 4 LOT 5 UNIT gg pp�� CU N. T. S. IN THE EDIAN . O ��jNTbF"ON�'ARI� STRDB 105�D� PER 1,2 55 1,7 Co 2 L.F, 13, AT THE COMPLETION OF PAVING, A MATERIALro 2 CONST. 6.75"A.C. OVER 4" C.M.B. 31740 3,135 g,F NO SCALE STA. 10+43 TO 12+76 TYPICAL STA. 23*24 TO 25+49 SIMILAR REPORT IbHALL 6E 5USMITTED TO THE CITY 3 CONST. 8" A.C. OVER NATIVE 130 1,440 SF REVERSE VIEW FENGINEER LISTING AL.L TEST6 OK DETEtRMINA- 4 PLACE IS" APPROVED SELECT MATERIAL TIONS COMkr=TED Tp VERIFY STA5ILITY OIL CON- TENT AND GRA171ATION OF A5PHALT PAVING. 5 CONST A.C. FEATHER !,3310 !, nob5F. ENGINEER'S NOTICE TO CONTRACTOR I+ PRIOR Tb INSTALLATION OF ANS( PAVING) A 6 FILL (MEDIAN) 371 58.5 C,Y, 1, CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE 4. QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING AND/OR PERMIT P.V.C. CONDUITS - 50 G.F, MATT=.RIALS REPORT SHALL 15E SUBNI ITTED Tb THE 7 I N STALL 2- 4 TRENCH PATCH P�R CITY STD. 609 II CAP EIIIDS RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF PURPOSES ONLY. CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING LEGEND a� CITY ENGINEER, LISTING ALL TC-STs OR DETER- CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. THE ENGINEER IS r^ MINAT IONS COMPLETED TD VERIFY '. R -VALUE , Q SAWCUT EXIST. PVMT /, 300 1,790 L,F, THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED NOT RESPONSIBLE FOR DISCREPANCIES IN FINAL CONSTRUCTION (J S1 EVE ANALYSIS AND SANb P-QLUVALENT OF 9 PVMT REMOVAL /?)1110 /3',9/O S,F, TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, QUANTITIES. AG vF,EGATE SASE . 10 C6LD PLANE EXIST. A.C.FOR Old MIN.OVERLAY INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM ANY 5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE DIMENSIONS AND CONDITIONS SHOWN HEREON AT THE JOB SITE PRIOR N 197, PAVING SHALL BE mRFoRMED IN ACCORDANCE WITH PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY TO ANY CONSTRUCTION. PFEILER & ASSOCIATES ENGINEERS, INC. AC REMOVAL I R-VALUE AND PAVEMr=NT 'TESTS TAKEN TD PETER- ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. SHALL BE NOTIFIED OF ANY DISCREPANCIES. REVISIONS TO THE PLAN MINE STRUCTURAL SEC.TYNWo ( MLO?, Tb FINAL PLAN SHALL BE APPROVED BY THE ENGINEER IN WRITING PRIOR TO W APPROVAL) 2. THE LOCATIONS OF ALL SUBSURFACE INSTALLATIONS SHOWN ON THESE IMPLEMENTATION. BEGINNING OF CONSTRUCTION MEANS ACCEPTANCE OF R I FAINT 4" YELLOW LANE LINES W ITW "PE V 4'1•I L$, L PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO CONDITIONS. Ido. WORK SITE AND EXTERIOR STREETS SHALL 5F- 114R.RM. PER CALTRANS DET. 35 THE BEST OF OUR KNOWLEDGE, THERE ARE NO SUBSURFACE AC PAVEMENT 6 "" INSTALLATIONS EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR/ 6. EXCEPT IN AN EMERGENCY EVERY PERSON PLANNING TO CONDUCT ANY I ��Y� A NEAT, GLEAN HAZARD FREE OROERL'( STATE pl -PAINT. -4 SK!PWHITE LANE LINE L,S L,S EXCAVATION SHALL CONTRACT THE APPROPRIATE REGIONAL Z THROUGHOUT Co4sTRUGT-ION . SIT'E SHALL P� C-L�dNED 7' STRIPE a 171 GAP W/ R.P.M. PER CALTRANS DET.9 EXCAVATOR IS REQUIRED TO LOCATE AND PROTECT ALL SUBSURFACE INSTALLATIONS 1N INSACCORDANCE WITH THE PROVISIONS OF CHAPTER NOTIFICATION CENTER, AT LEAST TWO (2) WORKING DAYS, BUT NOT UPON REQUEST OF THE INE)FECTOR . �PAINT 4""SOLID WHITE.LINE L.S L,S, INS DIVISION 5, TITLE 1 OF THE CALIFORNIA GOVERNMENT CODE MORE THAN FOURTEEN (14) CALENDAR DAYS, PRIOR TO COMMENCEMENT 50' LONG 1fl%" R.PM. AT 24' O.C. 3 PAINT 8""Sn p WHITE LINE WA!FZPM. PER PRIOR TO STARTING ANY EXCAVATION. OF THE EXCAVATION. SECTION 4216.2(A), CHAPTER 3.1, DIVISION I7. ALL PIPELINES OR SUE3STRUCZ"IORS OF ANY KIND, CALTt2ANS d€ �8 , L� 5, TITLE 1, CALIFORNIA GOVERNMENT CODE. `,! TELEPHONE OR POWER POLES, PAINNT WH�{IT P T LEGEND FOR LT TURN PER WATER METERS IVALVES, CaLYRANS TVP THERMOPLASTIC PAINT.) L•S• L� 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE 'Q FAZE H`(DRANTz ) ETC. 5HOWN OR ROT SHOWN ON P L.S, L.S FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USE OF THESE /Y THESE PLANS WITHIN THE RIGH-TOF-WA"-( L.IMIT5 OR -REMOVE BY WET SANDP�LASTING L,S, LS, PLANS. ALL CHANGES TO THESE PLANS MUST BE REQUESTED IN LL. IN ADJACENT AREAS WHERE IMPROVEMENT WORK INSTALL SIGN POST. TYPE SHOOK ON PLAN L,9, L.S, WRITING AND MUST BE APPROVED BY THE ENGINEER OF RECORD. IS Tb 13E DOME SHALL BE REMOVED) Rel_DcATED RI-PAIN `T MEDIAN 15LAND NO5F_ FLARE YELLOW L,13, L,4. OK PKOTECTED IN PLACE AS REQLJ[FED AT NO IN5TALL�OH' R.PN. PER CALTRANS DET. 25A L.S. LS. COST TO THE GIT`-( OF RANCHO CUGAMONGA. &-)N3TA LL I R.P.m.PER CITY OF0W7 STD. 402 B L.C. L.S. O OR CIT`( OF K.C. STD, 134. L.S. L,S, r ` N OTS: ANY WORK To BE PERFORMED W11AIN "THF_ CITY L M tT5 OF V RANCHO CUC AMOK GA WILL REQUIRE AN ENMA.CHMENT FWM IT '` 1� ,�yq! CITY OF :ANE. CLt*UM PERM ITS AND (NSPEGT(DN BY TAE CITY OF ' �`����� � !1"oaf�� O RANCHO CUCAMON6,A PI)OLIC WOVKS sECT►oN RANCHO CUCAMONGA CITY ACCEPTANCE OF PLANS DOES NOT RELIEVE THE DEVELOPER j`� No, 36637 O FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND ` �'� �'- �� I'n OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST OF Civil. I THE CITY INSPECTOR, THE REQUIRED PLAN REVISIONS SHALL BE Of LA0 AP"oVEPe jLA_Aaikl� �tl� 24953 PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW. CITY ENGINEER R.C.E. NO. DATE O V) REVISIONS I DESIGNED BY ld, z_ . /. BENCH MARK NO. 1257 995.451 ELEV. PREPARED BY: TRACT MARK DATE BY APPROVED/RCE NO. DATE WA N. /993 CITY OF 0 PFEI LER & ASSOCIATES ENGINEERS STREET IMPROVEMENTS SHEET I OF- 3 LOCATIONS ARCHIBALD AVE. S/0 G ST. 612 N. DIAMOND BAR BLVD. DRAWN BY s• R, NAIL & WASHER IN CONC. BASE OF ST. DIAMOND BAR, CA. 91765 CONTRACT �- DATE JA/y• /993 REv1EREVIEWED � ��i7 3 LIGHT •A-026/20 100' N/0 N. END FWY. (909) 860 - 5850 FOURTH STREET N 0. CHECKED BY � ' n DATE BRIDGE w/SIDE ARCHIBALD AVE. l-� n �-- N 3 3D 3 1392. 1 ACCOUNT _ i ACCEPTED BY '1 rt-•-c� 9 /7 3 MAR 74 ELEV. 995.451 REF. LL83 PG 47 ��G�' �o�'� sK/> /9 _ TITLE SHEET4948 DATE /DATE DWG. NO. R a IL WENDELL L. IWATSURU R.C.E. 36637 DATE11 RANCHO CUCAMONGA SHEET NO._�_ OF .3 DRWG, NO. �s0o4-qo I # # I f t 1 , : , f (j 1 • I l , i i i I , , i 1 7I • a , • , • , • , . : I � ## 1' f t • , , , , t 1 . 2 , : i .. i f i I . t i , + • . i ; , , , , , I t I { { I : ! : : , , . : . i : : : : : , I : } I 1 1 I 1 ; • + : , t , j , • , I I - I < , I r t : I i i : ! , i , � 1. y I 11 I + .._- .. -1 + + a + i i i } r, a : I. ._+ �. /r: i j _ + - ..j .j .. j .. _ _. + jj + !I : , , - I - i I r t , 1 : 11 , t t 1111 ...,. -, ...... . , �♦ -• .: .. - , a , -.. . .a - ., : ! : • , + : : , , t t 37 5..�7 i o � } 1 1 . i I `�V 4 , �: • , + Vj �. �. f , . . , . , 2 : . , , • . i • : I ► I � � , v 0 R L� • P L l A . ___.__3 __ . ... _,.. #_ ._- _ _ . __._.,_,__ __ .,_"M ?�flJ t'�' 1YA'T / ._2 �'RFT 4 _ _ _ � . . + , , _-,.�._. � _� ) : • � 14 N . : 1 . , I ♦ • , . 1 • i - - , : , . . . { D.;D , , : : A � : 1. . : I . I . I �R { I , Z� y) # + r � � i , 1 t 1 i -j + # I i— i I I I O 4- , f . I , . , • . : : : a ! : _ _ - - !- / { _ /O 1 { : -... ii ...:. ..._1 • :. ! : - ♦ _:. • ..♦ ♦ -...-..... .. . .-+--- -- ♦ - -♦ , ♦ .t ..1 • ---i-- -,,_ - _ - - _ -llp� . . ........ _ .• .. - • ell %1 �•►,— �-f _ - ..a........i ....-1 j� .... _ .'y .....i .....1 i —' — —t — — — — — — • f Eft r� fit}O� . I _ — —� _ , I . I I .. : { , , I } t X'/5'7` 174'?' f f I , t t 1 r i � i '16I t ---. �. --1----I -. _i , . , . .J : . i ) : 1 : j 1 I } } { .. ; ...._.y {. ... 7 ; V` , O • �, i t i r t . p : : I I : i I t { . n 3 I : ' . . to ' . , U' DSA __ D l�� 517 N aG'!l k , t - - - - - 1 . �i U . `w^ `Ay' Y` I I ; i 0 , rz , , , i Q� } _ 4 < , ,-; . - : . I � 1 4 + - . i . kN . 1. 4 — — , —1 - - I . _._ -_ _._.} . ...i y . + i + -� s i i v -+ + 1 i ...{. y ... -1 } i ; i r . i J , 1 . L4= �' i t t . * : , { . ..; j.. + . ..; c } __ 1 1 ..._1 ......j 1 } j. 4---_...I . , , : . 4 61 - ... ----------- 1 -4-- *- - - ---r - --I-- -:- ---� ---- - io _ _ �-Ll / , . , . , , ¢. r .. ..... �-- Trp - - — — . . . . I ly . � I I , . -- - i.. I, _1 +- ... .....i t 4 1 i .j - +.. . X15 " f fl'�'/Sf� . i , Y : i , , t , . : • i , I I t-- V I 1 I 1 r , .. , : , t : : 1 J y { . 1 Ili ...—+ - _.._. ..... _;. . : •._.. • < J + .{ + } , } .. • .. .. .. , + J : ; _ . , _ + ..}.. .. - _...._y. -. "_ ...._ .... .... ..... .... ..... ___.- 1 , 1 i �- # t I � 1 . . , _. .,...,_- ,,...., __ ---,---------,-,-,t., ♦ , : . , , . i i , . . . r ` , i { 2 {-. t : . . " _ _ . ,. , . +. _._. .. + _ +_ t — — , I 11, , , _ . . , , : : : E i 1 i ( • • . , - 1f t I 1 f • t } I { i ; } : i . . f i ; i f i I } } . ; i { t . . i ; , i t , 1 • , _ • . -.+........ .. J .♦ . - - i i • - , .: .- _. i :. : -.y .... : -i .+ ... .. i. .. I ... .i __.1 .... .... .... 1 ...... +....... .... -_ -_ -+_. ...- r I , . , . . i ! . ♦ < y} • i , 1 I ♦ , : • i t . . I, .. .. 1 , , - , . , . . . . . . . . i -i --- � . : I t . , 1 i • : , : t 1 1 1 i i : 4 + : i i , , I 1 I . - i . , + I r c S . , } E O t i .....,1 _.. -+ _ ..•. y .y . • • , J { a .t ..y , t A _ !- i .�-_ I.A. s 4 I . i . _ ; R E j f t . • I r , , i . I , . . • : . . 33 i V� T / 4 t � _ -* --�- I 1 i t j l + t f N + + - 1 - 1 I f , ! NdR.z ! 4 7 , f i , , , . • . , /O // l2 1>r3 - _ _-l* /5 leo 17 l8 /9 _ � 20 C Q H ERMO S A AVENUE ,�P!o ,' ►-z ti,e h O e �� tir- 0 4j � Z W z z J W °° �! ti Q k ►: v - �0. F� �i k tj vi h IT 44 \ ti '•. I / / / Q % � V %A 21 /6D ( /7 K N ^ �c W Filo bz-d Q 3 I M �, I �:�' a *i W W W r 41 P7 R►DW . M z I ��j 4. 0) h 1 0 1 = Al � �' w W I vi � . 10 to N f 1 �� 1D N �W / \ 1 / 5 M 0p m _ -- -- � —- — - — -- WI=u -- -- _ Ii r WI: -- �r P4 PZ 9 EX/5'T• G'U�?B 'Gv�TE.� �— ` Jy { 1 0 / EXIST. STRIPING AT - - -aK ;^ � l� R T. GTR ! 6 w ►� � � 1Q n A k ao5 3 Q II • W N P. ti `�2�r P 1 � 2 / -20 /o � (T-yr) N % --.- q1 3 Q ' � e �� � 2 5 �� :7" M.f! EX/5'T. 7 5rlvlIER LENGTH OFCONsT, ,�cry// � �}- �M/,/ — — -- —s — -- — --- _ -- — — -- — -- �-- — — — — - --- --- m M - --- �{ f f x`- %'� ` I 6, . . — 3 — t sA�✓�Ur JO/N EXiST. — 2A — M — — V--.6�-I�� I - 11 z lz .. - -�� - - -%.=�-- \\- W -_¢( /!e'C3 �/�1 / , ` ,3 -�j } '` ` ,�" �. / `(,(Y/ �a �L/ 4��/� / l� �� ~ : l 4 / j QF ( l i f/V�'Ffd/"�U Q/VG�f11 t`,w` - _ L F �-_--I-�-. '���1_'-*t....""'..'7 s -.� a.•�.`�F.{"",¢'_�' �•` r. ' =S'� _" � . -�' - _ -�.T .;_�1 _� _ ��/L .. r-.1 •`- - --s�.+�.. _-� --F--._�_- ___ _-t ?�_ _ _ _./ f _7 `Y 1 --- - v- fF -1 r rr ` T f "ON �J� O -v - -- - �s0 M _ _ _ 7 -3 ) - �� M �b --- -- - - �`1--1 - - - U - - - - - - u.. �'SA- _,e JO/N EX/57. �� - t - - - - 0 % -� - �` - Q� T Q 7L _J ,, Pt G � n -- -- N � � T 1 t S R1 - - � s / PZ P2 PI EXIST. TYti� 4 � �- - - - - A, ** 8 4 Y (0 K 8 4 STR I P1 N G AT O so � �_J �, E,r/sr. srORM oRA/nom E,r/s �8 �✓ArE�e L iNF _ ill Y � �� __ G' l/RVE dA TA \ - 41 ±20 �6 (TYP)LEI�G.Tk EX/ST. �'U�B 'G!/17�R )�, -- I -- _ -- ,�� '�" `n =_= _ = =- — = _ = �=� '< J�.l . _ � == s � a �� _ = _ � _ — _ _ � -r- _� i � _ _ _ _ � � _ = _ � _ _ _ _ _ _ � .-- s -� � O vJ W of conlsr.,, � ,i ce —t� .t a R L 7 -� T i t ' T L T T J �T T "'[' NO. o O' // N -- % -- -- `�. / /Z 4 4 9 Z05 00 45.517 22.78 © _ a »_ .. 158 4 50' 4. 14 7. 75 14' r �' ' J 3 i' i F';`'`'ll ;s 97'RIPl/1/G N07-4E6 - - COwsTRvc r1ow NoTEs 0 N I� I� , , I I i � M RT, R/o (RE) slrxom e#D of MOtE P/ P,4/N r 4•" 5'K/P ,.VWI TE L ANE L//VF 00l1/ T. 8'/C..,- PC.C. CUr?B TYPE '/O / �E/C Q r �� Or MN 14 ® 71 sr�/PF ANv /�' GAr' iJ/ R.P. M,t PE"i�2 GCT.e,4Avs oEr 9. eiTy OF 01VrAR/O STo /Os Zp/P II ° I I � Q �I T, *~ SOL/O WN/TE L//VE, SO'LONG i�l/�"f?.PM, Z CONS'T6.75 f1.C. Ot/ER 4�/ G'.M.er / � N � u „V � PA In o.C. B" SOL/d A./f//TF L/NE W/G" ,PPM• PER CAITRANS 5 CONST. 6?`4 C. OVER N,4T�VE PROTECTEXI /8' REMOVE EX/5T. MT. P�POTE�T �X�s'T y /til 32/ .32 N/Z ^ `� a' 'DET. 38, �VEMENT lry, /�•/ /2 R,4VENf,FV7- Q• vj tv v �4 PA/NT ,WA11TE PAVEMENT LEGENo ¢ /PLAC'E /B APPROVE-D SE'LE'CT HA-r, 1A t, V f O , 44� ¢¢/ � z 4,� F"O�AINl,��'FT TURN PE.P G4[T�PANS Tf�PEZP'�ERr�G-1�4sT,�+ ° rorl °W p Q CONST A.C. FEA7NER i TYPE O C!/R� •� •�P• _ of © REMOVE BV&E7 SANDSLA.9T/NG (o F/L L (MED/AN) e0 � A•C 2y MrN I %M�rV, . B"OF A.�'. _ �"ll R N�"R V�"�6 ® /NS'rALL S/GAlZ PoST. TYPE sf/orlN OA/aAN. O a 014,59 NAr/✓E _ ovFR NAT/t/E' ~ / O /NSTAt L t-4 � PVC. CD/YDUITS � TPENL' _ � � — � — PA1111T ME'D/AN /SLAAlD AJOS6 4QARE YELLOW . GD9. Bs ® �L E PATCH PER CITY STD W P • ' e INSTALL "N" R.P.M. /E)2 CAL-r12AAtS OET• 2'S-A. ® AWCUT EX/ST, f'I/M'T 0 ® I NSTALL "l "R.P.M PLR ClrYorovr 'TD. 40E,6 oR L'IT9'OFR.d. STD. !3¢ V PVA,/ T. REMOVA 9 L , ® PAI NT 4'YELLOW LAME UNtS WITH TYP>E.'DIV R+PM• , �� '< � n '� OQ C0,0EZLAY. E EXIST.SLC. FORO./O A/��u R TYPE �O0erelg BACKFILL MOW- t9F APPr�OVFD ✓r-'FLEC'T MATER/AL PER G4L T2AiJ3 DET. g5 RtJfESS • i C i T Y OF �Q=a�� ��y� k • - o � W o RANCHO . CUC AMONGA . ' �'- No. 36637 � � TYPICAL SECTION 2A-2A M G 30 (, *J}w CI * N. T. S. �— APPROVE Q,Gv 24933 �14?5 9lf OF-c 0 NEER R. NO, AT " REVISIONS W G. /. L- BENCH MARK No. 1251 -_ ELEV. _ 995.451 PREPARED BY: DESIGNED BY K T APPRC�VEu�RCF N0. P F MAR DA E BY 3 PFEILER 81 ASSOCIATES ENGINEERS LAN & PROFILE OF STREET IMPROVEMENTS 2 DATE ✓gN 99 CITY D ONTARIO LocAT10N: ARCHIf3ALD AVE. S/O GST+ 612 N. DIAMOND BAR BLVD. - SHEET OF— �.5. NAIL 4 WA43HER IN CONC. BASF. OF ST. DIAMOND BAR CA. 91765 RACT N0. DRAWN BY R - • ` 9 / LWT "A-o26/ZO 100' ri/D A1+ EW FWY, (909 ) 86b - 5850 FOURTH STREET T JAN. / 93 REVIEWED BY �' �_-eG»� CONTRACT DATE- 9 ATE ✓� BRIDGE w/SIDE ARCM»ALD AVE. 13921 ACCOUNT CHECKED BY ACCEPTED BY `� �c�, _ MAR 74 ELEV. 995,451 REF. LLS3 PG 47 � , . --.Pmz,A,1 "Ye) — FROM STA- 10 +00.00 TO STA . 20+ 00.00 i I A DATE ITY ENGINEER ATE W IW T UR 66 DWG. No. R- 4949 DIETERICH-POST 6SIM PILM RANCHO CUCAMONGA SHEET N0, L- OF .3 DRWG. N0. ' 9!1004-06 i _ 4 END OF FLARE .......__.. __.s _ ._. - - Q c' to rn v 4 oO ,.. _._...._.... . ... D0 N. ` 77 W � 0.78 f• v � vp vv3b a Z a a� m mac. fe,466:1 =40 *. [", n • I I _..._.--...._...._a.... ....,....:._,,...._...i-......__.... _•_ -y_-_..__.._4......._ _...._..._...♦ ....1._.. ,._.._...4-.....1... .._-._......._,._,...., .._...-_..r.....y._....a-.__-+'-`-.�`_ _•.... ..... 60 O .. ♦ it 40' 40CD ' 00 SEE T 2 _ _. .......... _ . .. .. . __ .__..... _ . .. . _...__ 20 O. 00 MA TON G./NE fv m w I O .__... ..... / : •� } . p EXI S7• FJY c� 1 i m - .._ :. ExisT F.N. .......... �p t fob ° ` �I y I m �-X/sem 01A _�....•. �.,� +_._..a ..-. _; } __..�.. .._.. ._...,..... .... } . . Qom- y yll � - � _. , I— m Ex/sr. .01A 1 I I �. �., Ao r„ v, i _._..__ �. :... .. ...__:.. Z � � � ,JII �o o o = o _ _ ' I •�, � z "�11 E'x/.S; o ,A 3 w I r rn Er I � � m N s z 2-x-34 ee.- � Z ��rn A � I 2�-�3 S.c? ' � < 0 2 0 �4' v, moo _ � �� �z � Q' ;► " . n m tir p I UD Ln < No � ., vIL � F51a a . k a � * LA REGlSjF� II y 4 WEf I w , 23'� I •-/ � -fl rn 681 D 1 1 .1 m \i EXIST. 14"�if P i D iD�Z `A 0 'i ZO v/ N �nro 27' a'., 13' 27' �: 25 3S 52 U m 5fad GB. o _mom A? 9 n1 2sf Si oc ,C I f d c Z I I II END FLA E I Z � exI Q rn - - Zsf s� n $. y N 97 N0.35/3' �o i r O r� _. M M ,ry to Zd � � r ��r7 Clip- O i d )'C n� r ooz _ O rn _4 o O = O DU � � ...... ........ O O (n ` w 3-� f O m cn Jaz n R1z .._....- _. .. .......-v . D O rn o h n �� _.. _ .. , . ._ ., .... Z 0 O ,}O Vjyyz�, .......... .. _. .......... • 6 _ r a 't Z .�� yD�ya 3 z R1 ~ n y my `� N ��r3nOC ny � y �y � : we .,- _4. D "t a a biz z oo b p� y �► O �_... _. ._.. _ _ ...... .... LA n N r y b �►� �zy y �m O �� rn � �N o� �y m � �a o I� o , w _.. j\ VI N � � �• 6� �� � 1\ `Y � �. —. +.«..+ ....�..___.q—'----i-_ �^'^_^�-^---_Y.__-_.4.. �... .. ._ } _. ., ___F.__ jam_._•._..•__.._l_...t.-,_.._._ ____________ ...+. . _..t._. •... . Gl- o y a ^� o rt I z Z 1 y - L i .Krn U10 Q . .. ..... - _. _ __...._... ,... .,...._... .. __. _.,..� ._. ST - 3002 CONTRACT N0 . B - 2769