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HomeMy WebLinkAbout1498 f N CITY OF RANCHO CUCAMONGA ' r AMR W" cTNF3ZAI' NOTES RANCHO r CY PACKAGE 1 . ALL WORK SHALL BE DONE IN ACCORDANCE KITH THESE PLANS , RRDEVELOPMENT AG•ENCUCAMONGA THE CITY OF RANCHO CUCAMONGA STANDARDS, AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (1991 EDMCTi . CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE balm '" t . w RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS . , a PROJECT 2 . ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL & ETIWANDA AVE• f FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY 4TH STREET RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES 41, RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS , STH sic >N. fAN 0Et>at��tytrl�RA WHETHER. OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS . y CONSTRUCTION NOTES AND ESTIMATED OUANTTT]ES CiTY OF ONTARIO 3 . CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY F 0 R THE CORRECTION OF ERROR AND DEMOLITION NOTES AND FRTIMATED AUANTITIES CITY OF ONTARIOVICIN11i ITY OMMISSION DISCOVERED DURING CONSTRUCTION. THE REQUIRED - MAP PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. Q REMOVE E7C15Dt0 ASPHALT AND BASE TO A MDID.TUM DEPTH Of 3094 gF O ADJUST MANFiOI_F RiNG AND COVE'S TO F1TlAL(SHADE I EACH INCHES AND HAUL TO DISPOSAL ARRA(SAW CUT 19MR) 8 W5"A.C. OVER 4" CLASS R AGGREGATE BASE 36.544 SF 4 . A PERMIT SHALL BE OBTAINED FROM [ THE CITY OF RANCHO REMOVE HEAVWkLL AND DISPOSE OfFM 1 EAM CONSTRUCTION NOTES AND ESTIMATED 4UANTITIE� O a CONSTRUCT(SEE DETAIL SHEET 11) CUCAMONGA ] , ( CITY OF ONTARIO ) , OR ( COUNTY OF SAN MY FORM DRATNAOE ODONTRACi'OR) BERNARDINO] , (AS APPROPRIATE) , PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN AN EASEMENT OR RIGHT-OF-WAY . a RFWWT TWO!Ir CORRUOATED XrIA ,PIM !4011O CONSTRUCT LOCAL DEFRESS)O�! PER CITY OF ONTAFOO STD.304 1 EACH ®Y MRVD9RAINAOE CONTRAC'TOT's1 Ot CONSTRUCT A S FOOT WIDE MEANDERING SIDEWALK 19'25 SF � S . WORK SITE AND EXTERIOR STREETS SHALL HE IN A NEAT , PER CtTYOFRANCHO CUCAMONGA STANDARD 114O 585 LF -Q• CURS WtTN 24•GUTTER PER CITY OFOM7�Po0 STD.106.tTYPE B) CLEAN , HAZARD FREE , ORDERLY STATE THROUGHOUT DEMOLiTIONNOATEDOUA_NT_I_TIES GTY OF ONTARIO S CONSTRUCTION. SITE SHALL BE CLEANED UPON REQUEST OF THE O2 CONSTRUCT HANDICAPPED RAMP PER CITY OF RANCHO 4 EACH INSPECTOR . CUCAMONGA STANDARD 103 2a CONSTRUCT V111`�=-LC3`IA1R RAJ4IA PER SM. t 71 2 EACH 25 CONSTRUCT PAVEMENT TRANSMN PER 1 EACH 6 . ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY EDR°MOVE EXISTWG ASPHALT AND BASE TO A MIN'MNM DEPTH SF OF ".616 O ADJUST MANHOLE RING AND COVER TO FINAL GRADE 13 EACH C>TY OF ONTARIO STD 502A FOR THE CONVENIENCE OF THE DEVELOPER . THE CONTRACTOR 9 1NC1-MS AND KA(,1 TO DISPOSAL ARPAk(SAW CUT EDGE) O CONSTRUCT SPANDREL AND CROSS GUTTER PER CITY ISM SF SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION a QUANTITIES BEFORE SUBMITTING A BID . ANY ITEM OF WORK ROVE EGASPHALT CURSAND HAUL TODISPOSAL ARE A ISO LF OFRANCH CUCAMONGA STANDARD 106A REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS � ��lOVEAND HAUL AWAY TF>fEXQSTWGCOKCRET'fCURBtGL>ai:R 525 LF SO CONSTRUCT B'CURB WITH GUTTER PER CITY OF 250gLF RANCHO CUCAMONGA STANDARD 1002-8 INCLUDED IN THE OTHER ITEMS OF WORK. a A FOR TRAFFIC SiGNAL POLES t EQt1IP4LTT SET TILkM, C SIGNAL PLANS 7 . PRiOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT a5 REMOVE HTADWALL AND DISPOSE OFF STE I EA OO CONSTRUCT S'A.C. OVER 40 CLASS h AGGREGATE 146,196 SF I.ISTOF URANVINGS SHALL BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL (BY STORMDRAIIdAGECONTRACTOR) BASE (SEE DETAIL SHEET 11) TESTS OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATED BASE. 6 REMOVE AND RTLOCA7tSIGNS OFF T�'EwtAVEI•iFNT 3EACN 7 CONSTRUCT 5'A.C. OVER PAVEMENT REINFORCING 114,400 SF �7 REMOVE TWN 36'CORRUGATED MFT AL PEDES 94 LF FABRIC AS DETAILED ON SHEET 11 8 . PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND (BY STORM DRAINAGE CONTRkCTDR) PAVEMENT TESTS TAKEN TO CENTERLINE STRUCTURAL SECTIONS { REMOVE EXISTWG TWIN 34'X 36'CORRUGAi'tD METAL PIPES 260 LF O COORDINATE REMOVAL OF LIGHT POLE WiTH SOUTHERN 1 EACH (PRIOR TO FINAL PLAT: APPROVAL) . (BY STORM DRAINAGE CONTRACTOR) CALIFORNIA EDISON SHEET 9 . IF ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE , Q REMOVE EXLSTING DROP D42T i EACH O TELEPHONE PEDESTAL TO BE RELOCATED BY $EACH COVER SHEET 1 SOILS STERILANT, REGISTERED BY THE E. P.A. FOR USE UNDERTELEPHONE COMPANY A . C . AND P . C . C . , SHALL BE UNIFORMLY APPLIED AT THE to RF.1N(yVFF.XtRi1NGMt(IPTNTFTANDPi,liG1>•"C.MP 1F.A('H MANUFACTURER ' S RECOMMENDED RATE FOR THE FULL PAVEMENT 10 ADJUST VALVE BOXES TO FINAL GRADE 4EACH U4TI1 S I)\ PLAN II WIDTH PRIOR TO PAVING. CITY OF RANCHO CUCAMONGA CITY OF ONTARIO AND SAN BER.NARDlNO COUrT7 t t POWER POLES TO BE RELOCATED BY SOUTHERN 1 EACH Ell%% A N 1)A A% E:N UL 3 10 . AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE CALIFOP,NIAEDISON SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR 17.m Ly 4r"=S0t.2DL1ML= SOD Lt PiAN ANi) I'ROFII.F; GRADATION OF ASPHALT PAVING . 6.110 LF r Vim SM LAW Lva 1095 LF 12 STREET LIGHTS 95M L HPSViB'BACK OF CU 24 EACH &M LF CACDoc.�t�Y>a.Low w�LarE 3.110 Lr ( � •1•I'i i S I R I�:1�:�1- - STA. 11 + 10.5X K '1'0 17+(1O 4 INSTALLED 1 1 . ALL GRADE AND SUB-GRADE STAKES SHALL BE SET BY THE 116 LF r sim soL m LANE Lve {00 LF TO BE BY SOUTHERN CAl1FORNIA EDtSON Nb Lt r 1YHR'f sTTr LANE Lm •31 11 ti i It 1.IA l - til .\. 17+ OU 10 26+011 5 CONTRACTOR . STAKES SHALL BE SET AT ALL HINGE POINTS , 26� TRA>jeWSIGH 4111 S'l RI;F:T - S"I :\. 26+U0 "1't) 3J+30 b EDGE OF PAVEMENT POINTS WITHIN 0 . 01 FOOT OF SUB-GRADE 13 T'RANSRiONNEWA4PHALTPAVIMENTTOE)03TiNG 11e50EliCH I` ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS , PAVEMENT AS SP*WN ON DETAIL Sr T it ETIWANDA AVE,.-STA. 9+78.77 TO 13+75 7 STA. 13+75 TO 22+00 S ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AT WARPED OR VERTICAL AREAS . 14 CONS'TAUCTCONCR>•'TEOECEI.I`RATiONLANE A38F•fOVVN 3150 SIF $'j',\, ?2+0t1 TO 32+(N) 9 _ ON DETAIL SHEET 11 41 I1 Sl RI.,F F AN 1) SAN it1,RNA R1)INt) AN I•.. A I 12 . THE FINAL OR SURFACE LAYER OR ASPHALTIC CONCRETE ROADWAY 5'YMB�JL B�T4t✓�_^�4L �►!9ME �j,N�11�iV �yx*?l f/IE" 5RKQ_yl►' ;, �Q�'T�T� FTIVI'ANI)A AVENUE 10 PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND - --�s-, _ 1S bMI.LEXISTiNGPAVEMEFfTTOALLOWFE/iTFtERINC)OF 2180 SF UTILITY LATERALS ( SEWER, WATER, ELECTRIC, GAS, OR PHONE, 'J#tae 0>>'S LO ��i�c• Di5 /•�' -Jai ���' �_ NEW PAVEMENT INTO EXISTING PAVrMENT (SEE DETAILS I1 & 12 MAINS , OR CROSSINGS ) WITHIN THE ROADWAY HAVE BEEN P/ �n�.3 xcrr/rp//a Lor,I-6ing8�"711� 4w 160A JvVor .J 0£TA�SHEETii) TRAF'N'i(� I)iV};RSION PLANS 13 TO 16 INSTALLED , ALL ON- SITE IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED , AND ALL UNACCEPTABLE 1t3 COfdSTFtUCT0.10MiNtk4K.1MA.C. OVERLAY l3S,'J008F PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND CONSTRUCTION NOTES FOR STREET TR�'�'S CONSTRUCT HAN[aiCAPPEO ACCESS RRMP PER CRY 4 EACH 13 . THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, 1. ALL STREET TREES ARF. TO BE PLANTED IN ACCORDANCE WITH OF R TD OC. S . tot TRAF'F'i(' SIGNAL, AND STRIPING PIANS REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. 8 PAVING REPAIR ARID PAVING REPLACEMENT IN' CONNECTION WITH CITY STANDARD PLAN NO. 510. R ANY OTHER 10 C�N9'STRUCTLOCMDEPRFS,�IONPER CITY OFFIC. BEAtCH TRAF1•'IC SiGN,\I. GENF:R.\1, INFOKN1ATInN A. D I SEWER AND WATER, GAS , PHONE , ELECTRIC , 0 2. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING STD. 307 UF:TAii S UTILITY LINE INSTALLATIONS WILL BE THE RESPONSIBILITY OF TO CITY STANDARD PLANS NOS. 502 AND 505, AS PROXIMITY TO TRAFFIC SIGNAL, PI.AV 2 THE CONTRACTOR AND SHALL BE ACCOMPLISHED IN COMPLIANCE HARDSCAPE DICTATES. Q REVISION BY: t9 CONSTRUCT 09 CURDWITH 240WIERTOMATCH 405 LF SiGNING AND STRIPING PLAN (ETIWANDA AVE.) 3 WITH APPURTENANT ORDINANCES AND STANDARDS . BOCK ENG/NEER/NG , /NC. EXISTING CURB AND GUTTER $iGNlti(; \ND STR11'irr: Pj.,\N (DTII s,rRr.F,n 4 3. PRIOR TO THE COMMF,NCF.MF.NT OF ANY PLANTING, AN AGRONOMIC 4650 ARRdW NwY SU/re E•Z 14 . WHEN IMPROVEMENTS O R PIPE LINE ARE T O B E PLACED O N O INSTALL 8TRlEI•T TREES AT 30'O.C. PER CITY 11 EACH SOILS REPORT SHALL BE fURNISIIED TO Tilt CITY INSPtGTGR. Mawrc�,4/R, GA 9��63 NATIVE SOILS WHICH CONSIST OF A ROCKY MATERIAL , THE ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE 0909) 62/- 05-44 FL C. SM.5 10 AND AS NOTED IV:N(11I MARY, SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH BACKFILL SOIL AMENDMENTS, AS DETERMINED PY THE CITY INSPECTOR. PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS 0R r���/IF!��iiii�� 21 0' CM ONLY PERCi�YOFA. C. STD104 180 LF I" R(Y NUM AD 7 " f)1J1J1) IFN) ljOlT IN DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL 4. ALL STREET TRf,Ls ART. SUBJECT TO INSPECTION AND ACCEPTANCE 1aY ((� QUO: tSSIQN COP!( RI7 IF CORn AT N.W. OF QUALITY BETTER THAN THE NATIVE MATERIAL. THE ENGINEERING DIVISION. A q� ' Q��.•��.\ A�j•• �= Q �EV1S10�11 BY� c cxzr ir_R tx 11111 nrlD 1 5 . ALL ?IPELINES OR SUBSTRUCTUIRES OF ANY KIND, TELEPHONE OR DEZPP,15147 CdEee4 A55oe/AYES _ S. STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMFNT PLANS LILVAII h POWER POLES , WATER METERS , VALVES , FIRE HYDRANTS , ONLY. _ 833/ UT/CA AVE. SUITE 15o A ETC . " , " SHOWN OR NOT SHOWN ON THESE PLANS WITHIN THE � ' egue-NO cdCaMaN 4 C!J_ 9iy3o Z Add s/de�alk - scc Sh«t 6 �_t�.pJ \,.. I� Gj v 8Y OCK B /NfER//V /NC. RIGHT-OF -WAY LIMITS OR IN ADJACENT AREAS WHERE 3j3/jos' �y X909) gg��¢3� �' ''.�'�"« ! /rrrr�,.,.�. �A��e/ P.C.C. K/�L.r, Sr�EFT T.eEES, SflEE7" 9 off'/G 7 IMPROVEMENT WORK IS TO BE DONE , SHALL BE REMOVED , C[1�pf QNTARiC.OtaIERA6NOTt! _ J;•,. �� � 11P 's C'N-.. CITY '*' TED IN PLACE AS REQUIRED, AT NO COST _ (uuvE�//� NadsicL' F CIC/TY� -tj-t RELOCATED OR PROTECTED Q - l,�l ••'��1�\` !�! u J DESCRIPTION OF REVISION DATE TO THE CITY OF RANCHO CUCAMONGA. �E �F "� °' EK 4 ' A. TME CONTRACTOR sMALI orrA1M A No PfE TTIAPFIC CONTROL OF CAI. ,I ` APPROVED Perri 4B NOVAS ►RIOA TO THE TIME Of CONSTRUCTION MTMM //jam/ ;1♦' N'' 3 �1 ` THE PUBLIC 110GHT-0f WAY. THE CONTRACTOR IS R€ffRf*TD TO 16 . COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH ti , r CITY OF RANCHO CUCAMONGA ;.. � � BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SOH-GRADES , SHALL BE PERFORMED AT NO COST TO THE CITY OR RANCHO B. THE CONTRACTOR SMALL RBNfW OR REPLACE ANY EXISTING CONTACT ALL UTILITIES 24 HOURS PRIOR TO EXCXVXnON CUCAMONGA . „ WRITTEN REPORT WITH THESE COMPACTION TESTS TRAFFIC STRis"ING AND/0APAVEMENT MARKINGS. WHICH ouRiNG `- % Qr�QFESS; REDEVELOPMENT AGENCY PACKAGE INS OPERATIONS HAVE BEEN EITHER REMOVED REOVED OR THE SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL, EFFECTIVENESS OF WHICH HAS KFN REDUCED RENEWAL Of UNDERGROtTh'D ALERT (060) 422-4133 1 I`r _ .` ` � R�1.Mp�er PRIOR TO THE PLACEMENT O F BASE MATERIALS AND / OR 0 R PAVEMENT STRIPING AND MARKINGS SHALL Of DONE IN �� 4�-�r ; ' h QOM' y� CONFORMANCE WITH SECTION 310-5.6 OF THE STANDARD C1 ^` SURFACING . ■►ECIFICATIONS �_» 21rL "mr COKPANT (.�) .22_.I32 W COVER SHEET 280 sonli LOCLISI °C ! C. PAVEMENT SMALL NOT Of CONSTM)CTED UNTIL ALL P.O. BOX 2920 11t f UPOERGROUND UTILFTIES HAVE BEEN INSTALLED, TESTED, AND POMONA, CALIFORNIA 91766 P 11. ALL MATERIALS AM DE BR 1 S RESULTING FROM DEMOL i T I ON SHALL BE APPROVED BY THE CiTY ENGINEER. (714) S2>t-to70 �' Sa1T11E1tN CALITORlfIA 01"W1lf C�� HAULED OFF SITE TO A SUITABLE DISPOSAL AREA. 2191 EAST BIRCH S.KEIT (7u> SIS-zaa� APPROVED BY: DATE'//- D. K RAI AND DRAINAGE MANHOLES, AND WATER VALVES SHALL COUNTY OF SA �UERNARDINO CITY ENGINEE ��' RC.E N0.� __ 18. CONTACT UNDERGROUND ALERT AT 1-800-422-4133 AND ALL NOTED � RAISED TO GRADE BY THE PAVING CONTRACTOR. IRF-A, CALIFORNIA 92621 v UTILITY CCMPANiES AS REQUIRED, 2 WORKING DAYS PRiOR TO CVGAMONCA WATn DISTRICT (714) 997-2591 DATE DESIGN ROSSEfi� FAg( P RECOMMENDED E A.C. PSIS PREP THICKNESS HAS BEEN DETERMI R-C E. A SOIL$ 9641 SAN 6E.RNARDINO ROAD ACCEPTED 8'� nt,� T1 EXCAVATION. ANALYSIS PREPARED BY R.C.E. No. RANCHO CUCAHO A CALIFO"IA 91730 RSM ANTES SAI ZONAL pf , DATED A COPY tS ON FILE IN THE OFFICE OF THE CITY ENGINEER. F. FE IS THE DEVELOPERS RESPONSiS ITY TO INSURE ALL CLWSS IDSA GOLEVISION (714) 967-2225 DRAWN 7 9155 ABLEVISXC LD A9EIPIJE, SOI TE ■ 100 PEACHTREE DUNWOODY ROAD SHEEJ AND GUTTERS KAVE BEEN CONSTRUCTED TO PLAN GRADE IN Rano CUCAIiowA, CALIF--"IA 91730 CITY OF ONTARIO ` ATLANTA, OEOR4IA 3032516 AREAS BELOW 0.509 . FIELD VERIFICATION FOR THOSE AREAS IS (404) 388 - 8400 OF REQUIRED. THE CITY OF ONTARIO WILL REQUIRE THE RIFI D-VAL SWTRERN CALIFORNIA GAS CWPM. (714) 396-3035 AND RECONSTRUCTION OF CURBS AND GUTTERS WHir,.H ARE NOT 1050 OVERT AND COLILI ACCEPTED ( CHECKED sAnsFACTORv. DATE � RONALD J. MOSES R.C.E. NO. C-33923 DRAWING N =ATI DIKAS, CALIFORNIA 91773 /�/•.r ems.«- / -AaM DATE 11111fiLE N0. 88059.74 SHEET 16 OF 3� + rr \ II I �� - 1 BENCH MARK rI + +I EXISTING DETENTION D I I 1�_ _ I _ INV. - 10 3 5.12 / �� /I i I ; rr COUNTY '*SM 01087 _ _ '� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , / + / I in Raa;�rxd hFt��! bolt i11 C�CR'� curb . ill - - - - - - - � at N.W. comer of 4th and Etk--r- a --_���_� =- - _ ---_ --___=__ _--_- -___-==____- -f _f - - - ' 1 , Elcsn 1043.39 II r I i \ a Q For (xm►o/ifiort / MN y�` � \ �� - -- - - - . _' _ - _ _. _ �R=.TIS _ _. - __ oo — - 0 12 - - - - - - _ _ . -�@ - - - o��--- — -- -- - -- - - - -- -- - -6�� - — _ -- — -- -- -- — — _ _ — - - - — — _DPP PP 1 –PP PIP i — - Ws LEGEND 00, O i ♦ - - 3 3 00 • - a - - - 32 p0 - -- - —1 C31� '/v"i'.t1 - S 89° 4�T24�W CONSTRUCTION 2 8 00--- - - - - -- -2T t00 --p21-- CONTOUR 31 X00 30 00 29f00 i fL R/W --- PROPERTY LINE O IN, h --- EDGE OF PAVEMENT 4 TH STF�EET --T ---- GAS LINE _ - -- - -- - - \\ T - \ ` — — -- \ \ �. v —0 TELEPHONE LINE STORM r - =T,tSMH-: STORM MANHOLE \ —� i �— /T MANHOLE - _ _ _ -._._----.-°,.,----- • .• l TO BE DEMOLISHED \/oss \ l I X AND REMOVED s-nr— CURB a GUTTER TRAFFIC SIGNAL POLE \ OPP POWER POLE p5ti goy �p O TELEPHONE PEDESTAL �Ot ' I , II; i' -- - - - i� �0 _ \ t ► 1 1 I --x--- - CHAIN LINK FENCE ' ' \ � _ 1 ' ' O GAS VALVE `` 11 a a I 10 GAS SIGN � 11 1 I l l i I ♦ TRAFFIC SIGNAL EQUIPMENT I ► 1 I � � I a r i � h 2298. 44 S 89.49'2x"w ,. — T �_.-�l w��.-� s•-�T - - — - - - - - - - - `�..- _ _ .. _ .. - _ _ _ _._ .__ �:,�.A� �*�eR.*-3�lwn...�e��e-..el.w4. 1 ..�e F/I To Dia os�/ 'iia. �!!p"0 .BEd V 2� +00 -- - 24+00 r� i O1' Cl�lc b 2 3+00 a 22 +00 S 89. 49� 24'W 21 +00 /l - 2 0+00 CONSTRUCTION E1�9+00 '8+00—T -- - q. R/W 1 O g�J 5e 5i s.r.�/6 � � �// / / � 7 heTove T••n►� 3(0" Corru9afed Mcta/ ti/ter. � -Iv44 — 4TH STREET , - _ 4s %4j - � - _ to � � ��r0.O/�d.f/�/�,n-gam TJf� E,ri.�i�9 �i���rh► - - - --_ _ _ __ - P�q/.r j _-7 - - - - - - - -- -- -___- - --- ---__ - v -- - -- - - ,1 � - r• _ - ' -_- . /5►� T�»fi�c S�yl�/ e s Eq�:p S« w mow' i.wl te. . _ e- �w.� t"w` \ \. / V/ [;e , ;,' ' RW/W&pe E,risf10f 54",c JAW Corragj*J hh/eb/ RL I � WEST VALLEY DETENTION CENTER , 51 Reeve E>riet�.9 LI~»p /.r/,*f Sin Of!' OP Aleve 40 2ID 0 40 .o 4 P1 G€tAPt fC SCALE Gar' Or ario �.� 'n'. rw Eo�ope.' 01 Ond�l /n/t/' r9 t I 6�a Kau/>♦b i - \ _ . ' ; ► 1 I 1 /, 1 (PIr-ohect M- Race) . . / I I I ' 11 / .& wcmp r _,.6« 6 __ - _ �– , _ _s ,` ____mom ��---6 a-"– ' #6 4 I ��I� 1 /�/ /� �00 '�y1 , t��w1 „ • _ ...a_ - _ -.,., •.4-. -�? � - .r � / � � � � / � ' �/ � � � � / / � / j � � ' I I ( � I I �/� ` , fig // Dam . `; ♦ DESCRIPTION OF REVISION DATE 'CIT Yfo � GtTY 0�' � �4N�h�0 GUG��A�ON Lin•sri'4� �6 t 00 OVbQ0 9 4 - - ? r \ =n II b ("0'e" WDEYELONTNT AGFN�"Y PACKAGF X I 1 DEMOLITION 4TH STREET 0 . APPROVED BY: DATE:eZa 4 COUPIM OF SAN PwRK .R � hOC,TENGINEER ,/ 24 "&31 . _ �; 11 DESIGN ate" "'.. ► � �4V I� Rfcomk�!NDED. .& / A('GPTED 8Y DATE ' �0 PYofecf-ln- P/ace '� 0 ✓N'e * r \ Q DRAWN 1100 ►E�4C"TA DIS t�Es Y RC1!St� CITY OF.Of-.TARIO _ SHEE1 ATLANTA. t�E(�f"�fA. 'PS 16 OI � , \ %% ACCEPTEDDATE c4ECKED ,q0 I ,I. MOSES R.C.E. M0. C-S"73 DROWINC 6,0 pq 00 I . PA]j 9P FRE NO. OW,P.Tt 71 • SHEET-11-.OF _ s NORTH R. OF WEST VALLEY DETENTION CENTER BENCH MARK _• _ N, - _ - \ , COUNTY # Ski 01087 I - - \ \ \ \ \ ► 1: ound he-adboltin o xT- ete curb Cr 0% \ \ \ \ at Z.W. corner of 4th wid Etl`vornl_p. I \ II \ � \ \ \ \ � � � \ � ' - It Ek-,"on = 1043-39 \ \ Imp \ \ .10o, 36' I� \ 36' \ —Telephone./— —_ — T` / — % // --7 111FIN-11111111" dim- IN LEGEND 230 � 24+00 \ �\ 25+00 \ \ 26+00 �\ SA�k\ 27+00 `\ �Q —�\ +00 \ 2829 -� 30+00 \ \ \ CXR �\ r` - - - -- - --' ' o- ` _ __ N. _ - o - _ _ _ PP - - �� =�� PROPERTY LINE O - - - - - \ N. EDGE OF PAVEMENT -- ---- _ _ � T A N i 1 1 N, N I ---G --- TELEPHONE LINE =SZSMIt: STORM MANHOLE \ \ MANHOLE TO BE DEMOLISHED AND REMOVED • ; `11 ♦ TRAFFIC SIGNAL POLE � 1t11 O TELEPHONE PEDESTAL _ GAS VALVE 11 * A GAS SIGN yW � Q Q • II ems? �:� / � �/ / i I � � � . �--- 364 -- —t - 36"49 36„�i --�►_ 1 01 .fit S 36"S i A Y l VH ET f��_ O �_0 E. \ � -- _ > = �- C O r POP, PPO } .00o,10, _� ) •t 40 20 0 40 so . GRAPHIC j SCALE wriTryc ASPHALT WO tX4E TO A KmrmuM TR OF 9 ���R�MS AND RJWL TCS DT�a�AT A 'A. (.S*K, civ ,� cl r \ / ` r © lt �'?VE AND 1tEI.4GJkTE SIGNS 0!�'F OF 1�iE'il' P1�VEt� 'NT. Its * /yep•/ % d. � 1 / - _ � a 6 __ Q== 'S --- — — — — — — / — , N OTE ' see . �- $br PHS W& D/ DEMOLITION. � * fie° -- offlW / WA 4r4, DESCRIPTION OF REVISION DATE ctTr -- -- ---�- - - - -�- - - ------+- A'#' 0!' DQE -- CITY � Sw . - - -- - --z -- -- -- --=- -- _ "___ TSI Or RANCHO CUCAPONISMA --— - 1 10+00 _ 11+00 SW NM 12+00 RFt VEL `,,!FNT AGFNC'Y PAC.KAGE It DEMOLITION .� �� i > , ,_ ETIWANDA AVE . I • S` \ y \ -fes 1 I + / APPROVED Y: 0ATE x E A OED6 L` Gl \ •!' ►' CITY ERGIN'JPX RC.E Na. _ � DEVON � dam' � � �'� -�1?� �� PtE0 kIt�'NDED � '� ►" • i DRAWN tT / s •e . 34"C MP OG � � .ff��M. ,E_16Aim3 16 14” «. -sem a II / C H E C K E D Ap1�!�CJI! �► MQ ® A.Q.R, 110. 0-!'""�' `a DRAWING MO R-/ • OATS /��%7��2 Il1lt M0. SMO,74- / • I _ .. _ SHEETS OF. _ ` I , _� ; I , � 1 ' i ; 1 � , � 1 i i i ' ; —•T.1 T T � � ` 1 I � � I ' ' ' I • 1 t I i { � I 1 tl tr _ _ . , _ _ { # - BENCH MARK -77 - --- ' - - - { t T I i t i f T ? i t r -� COUNTY #BM 01087 - - - - - ; - , - '- - -- �- , 1 - + i --1 }- �- 1 - ? - , ; -t - �--�: -� i s -t--� -� 1" Round head bolt in concrete curb - r— at N.W. corner of 4th and Etiwanda -- --?--�-- - { _-1 -; --+ -� •:- -- !- t - -1 - i -- - i --� �- �-- — i---f---t -� ---• -+- - : - - : : . - - : - . / , j + _ I , - . �• ? i i i - 1 --i t - 1 L - -- _ -�-- -- - -�- -4 -- � 1 1 Elevation 1043.39 —}—{-�- L-� - -f - - i - f + � - t- �- - - ! - r - i 1 1 + i - : r - 1 - j �1 . t , ! �' + ♦ l_. 1 -�A-1 J- + - - - , r }-- i t t r t r I I h i � ; ( ' � 045, L r ' 1 I } t t t } - . FU 1 r O � 1 ln i _I . . - j - - ; -�- -._ �-- -+ J_ �- . I _. -t-- —t —_ ..Ir+_ — rte: { ; t V. 1_ , * \ I - • ; - -- f } - - - • i i J _ - - - - - - -- t - - - - t t i , ! I 0 i i i a t104 n 0 . . • ! , � V !b + 00 f D� - ` S4 4- 0.40%e: --f - fi -�—� i�s�b _ How /"-r yo /7s,400 /6 too 1500 /4 Am /51410 /2tlX� 11fx /0� R/�n .Seal& Ol�.5Mz/CT/oN © CcwSTRU6T 5A C OvE4 t • CLASS ff A66A BASE (,Sff AF7A& 5HEfT �� ) ® G r�CT LCL Q��FSS/O.r P� CiTy pFO,irY,O�Q9p 6�D ,3v'C�.� LEGEND SERF-ET L/Gh73 9500L HPSY (/8" OA4A OPF CW) 1w.17 LLED dr S007NrA�V -- GAL 1FQR1V/A ED/.SON Ex� PROPOSED T,qA0/TION ,VIW 4 5PHAt T rO AaAS'"/Aor- Aq VEM�ENr ,43 ,SHOWN ON OCTA' L SHSET !I — MILL fX/STINW PYM1 rD ALLOW AVA7hOAIAV Ar A(.Fw PYrKT .�VTO EX/3r/. PY"7� • -- CENTER LINE .SEE D£Ti1/L SAF-ET // . —.-- RIGHT OF WAY Q--- 8" cars W/rH .04'Cl/TTEr PERP a,rY OF O/���b, � �S ��� ��!' --e-- PROPERTY LINE �-��gTAVC'T 16 4L OE�AY691O�Y Ari? Carr �R�^*� e7Cy*pr� 6'r0• _�7 .�1a0 =— — — --� CURB 81 GUTTER WTE : 5Er- S�cT3./1- Fo R P}• A_"► --�"(o �'/O, /'r,3 O SIDEWALK of Cor 5TeuC.Tlo,� Sb /-�'� rP�/r��/� --� ASPHALT CONCRETE PAVEMENT h • � ASPHALT CONCRETE OVERLAY logyeel --G --- GAS LINE '?_ !/d"/� c��37. ===S�== STORM DRAIN Wr T VALLEY DETENTION CENTER � , "S SANITARY SEWER r � - ` � MANHOLE 1 Vj - � ` , � � O M N OLE � PP POWER POLE GAS VALVE Li'l' SYd ,��'_.' r J TELEPHONE PEDESTAL X,, 5. n oe"401, j'..'3.0� �� i = t TRAFFIC SIGNALS Ilk- 5V /.4ri/Q -- w --- WATER LINE � o WATER VALVE / / � � � � � i ♦ i 0 GAS SIGN *• / / / _ -+ STREET LIGHT X t c��I 40 20 0 40 _ _6 G i 6 G _� _ _ -. �0 - - . — _.r— 6 _ 'APHIC SCALE W . WApo" GR e x 1 r - r +' €_�•ec�'�A �.: AA`".'4 <.. t, • y $ -_ -' .. 4 e ,k • =t` _ t - •4 _ ` !' _ ) �) All- S S 89` 49' 241 w, of ,6, T . v to CIT Y „Fz ti . _ • -0 �, RI TiON OF REVISION DATE PPMTD x I • . - A _4 CITY O RANCHO O C • h • ♦•4 4.Y• - .. REDEVELOPMENT AGENCY PACKAGE y r • / b � .<._....s-..tee� .4-.`->+_s- .F zt 0.0 _ rA .� PLAN AND PROFILE 4TH STREET W= l -'/ V=4 5 ' .o, ����se�� f•�A✓ 4/ � (� c 24 53 COnnec/ 1p BYiSti� O $ta /4.00 APPROVED BY: DAT_: /��, /�„/ CITY ENGIkEEF RC.E NO. RECO►IME'NDE�__. 6vhfv- A!al � � � � ` O I gat Top E[. = /04/.^Q ' DESIGN V �f`�OSSE->�� FABRAP EL :Xgb•r3 ' Vit/,? INTERNATIONAL CITY OF ONTARIO DRAWN 7 100 t*EACHTREE OUNYYOODY ROAD SHEET ATLANTA. GEORQIA 30326 �QLti OG (404) aoe - 0400 4 of 6 14 1;Ez� - 4 W ACCEPTED BY ,Q- DATE CHECKED RONALD J. MOSES R.C.E. No. C-assts DRAWING No O. � •s� ��+ �' -�y �JM DATE FILE No. ee05e.71 SHEET OF r , , 1 i - —t-- --fi -- - - t— --- -� �- - 1 -t-_ 4' - - - ; - - --+--+ - - 1 - i - -- - - '- - _ _ BENCN MARK }{ - - _ _'tt -+- } -- - - ! T — -� 1087 - , + - -� COUNTYT - --� -- - —i-- -- - - - - -- - - - - - - — = f - - - --f- - �- - 1�� head batt in concrete curb Round— - - - - - -L- ---i--: --- - �- - --- -- -_ - --+ - - ' - _ N.W. comer of 4th and Etiv anda -}- - - --' -} -t_ -_: -�- - - -- -r -r- - - - - - ; - a- ! - --1-- --1 - -} - - - - --� - -�- - J- Elevation = 1043.39 h 'J i 0) i. { ! ! I t I I ,CY) n 11 , , �;� 1 - -1-- - �- -:-- �- - - - - - - -- - - - - -1 - - - - �- - -- - -- - - - - - - i --1 , - —4i - --1 - - - --1 - - - - - -- - - - - - t t 1 t44— ��4 + —� !/D O I 4--4- 4 , d �I 1 ,k♦ 1 - - - - - - -- - - --' - - - :- - - -- -- - T - - - - - -� - - - - - - ' -- I - - - 4- 4 - �__ --t... I �- _�-_ ; _. _. + ♦.. - ♦ , -.� T ? -� {' •♦- �� 1 f 1 -_ _. �'Y___ - -- 1r Itf t t � t 1 i { I , - -- - — — t— �-- t--'- -- -- - - J - !\ , _ •-.-J —� — � —}- --r_ --1 -- _-�--.�_— 1-_.�- -- _—�._--1--- ------ ♦ -' - _.- --- - - - _ --- �- m;- -r �--�4 -�-�' � -- -_ - -♦ • ♦ _ ♦ f-_ -. .i � 1 � -/ � -'�— 4 ---4 _I — -1- - _- '.1— --- _ �---�_— ._. --t.- 4- i71, i- -� r- -- - f - r -� 1 �� -'-1 1w 1 ; 1Q, ! ♦ rte' } { \ { I ; i { , t k �k �y�j t� _ � �j�j j /� �j ' -� t - • \ ' - -1 - -„"�• ' -�A' - -- - -- - } -, - ' t f T �}- '�t� { -' --, -+ - - N Q ^�� Qr� xl/ tl a/4 ! • ' i --1 ! i •t i , ► ; ; t ! , -t_ _; , f i i t i t o i I I t v f - - - --j -• -� -+ -� � � 1 - 1— - 1 -- ..� _ ._: -+--- - •— - -� -� - + - • - - 1. -- - --•Q�;j_ -! 1 i - } 7 - - - -f : 1 i + 1 1 + J t 7 ? f ; —i` I I - —! - + - - t- -A --� �- �—�I - -- tt -}- - � � r T - } - � - - j f - S -� -} - 1 � i - � -1 -� - + i #- �- 1 ! � } : � � ��i + - � --1 � � f 4-- � -� � � - -� � �� � h t { _ • 1. 1 , , 1 , , , I f i ; fi � fi � - I , t I i _ - - - -- 1 - - - - -- - - i rt Tl I I , -� - - - - - - ' - - - -- - - t- -� • , l ( J I ! • i ' : ' ; -' "�--'••_-vim ><S ; 1 i i y� n� Now- , / 5Q 1 t I 1jf _ i I I l r 1 ' t t . , ail - - - - " -- - — - -- — -- - - I I I } I i = 1 1 - 1 - - -� -• - - - - Profile 5'ca/es. Yet Hone 40 b I I - I I f 6t O Z 00 Z.5t0 Z4t41v �n Sca/e QQ LEGEND �Q EXISTING PROPOSED —- CENTER LINE 14) ItN.� 111 °o WEST VALLEY DETENTION CENTER �� RIGHT OF WAY Iii I ' PROPERTY LINE CURB 81 Q 1 (I I I b / / - _ �- 1 • I I I I 1 ► SIDEWALK UTTER ASPHALT CONCRETE PAVEMENT ASPHALT CONCRETE OVERLAY ti I t l I , I C �- e i O 1• I I 1 I -- G GAS LINE �t..L End 5'iderv�/k i J E�ristin9 �� _ q J�i I 1 I J I 40 20 0 ,,0 ---S�-- S70RM DRAIN ��' ?p i �l . Sld. 0�9� Occt/ Lane _ • SANITARY SEWER 6 g --- S 0 MANHOLE GIA .. ALE e PP POKER POLE 2 98; 4 4 S 89 49 24, 1N _ Fxi r to /YV ` - 0 GAS VALVE !` i - -v ��? — — — _ — 61 G s _. , — ,1 ._ o v PEDESTAL --- �� �� c ..._ , 9 �-- -- - — 6 G ~ TELEPHONE PE DE 6 G r TRAFFIC SIGNALS .. .. -... __ _- t„•„_�. "�'.�..' yam,,.; w:�- .�.•.. - - � .. -.. � .c- !�►-:_;rt>,� a.-" -. - y _ -- w --- WATER LINE �* �.I r-. WATER VALVE H to - � ,p '� -� • .. GAS SIG ENT • � � • .f♦ -:. �.Y,�.- �, R, ,: 1 n /� A X�� STREET LI�GHTI►4 /3 25+00 24+00 23400 S8s 4�' l4 W 22 +00 21 +Ou r� 20+00 19+00 aY 118 +00 ,r/,jam C/JYA ONS. tt3 \ t�n9 l oge dt Tib C! �T ��; e217"."110 !.'�'/,� ko o 5G Err1Ys ce A' �9P a� O/eC•P���d On �(?i1t 4 1 H STRF 1 - — t�, G�� 1 �I� DESCRIPTION P TION OF REVISION S ION - - -- - - -- - - - - - _- — -- - - - -- - --�-- X/Q DES DATE CITY \ - � APPROVED doom 4=� arm Now n CITY 0 O "` N ; �,t s� �fA,��/ /� cows TPLIC TioN No TEs 1 REDEVELOPMENT AGENCY PACKAGE CDiI/ST�QUCTS',�I/E.4/YOr/�/�(s $/DEM/.0L K AE�Q C/Tk/OF�•piC�C1/O CUC'iOMONC•f STD. //4 �� � ` - � i / � /,� l � i � COA/5T,QL/CT //,4A/O/CAPrfD "A-Av AEA? C/T✓OF 0.�t� OM0 C41eW -f0&0,4 STD• /09 PLAN AND PROFILE - Cams m1e.T 51.4.C. MT e 4` ^,40S9 2r .4110,?• 8.4SE. (SeZ' ,0e rd1[ BAIT Af/L L EX/s . Pt��fT- TO.4L L OW FE,4T E�?/A!G OF A/E"/V pt��t.1 T. /�!/TO fX/5'T�Y�GIT. E 1 ,�/7' , � � s('; 4TH STREET — — ST,eEETT L 1Gf1 T5. 9500[. f10S't/ (/�"��fCK OF 0410,6) 1 1,5 rX1 L E'D OY SOZI rArAFd/ C,4L AC P�IW ED/SCA1, •- 77 T� WAIS•/T/ON A1,rW PYM1 rC EXIST. PiIAfr. ,4S 9110JVA1 IAA pE74/L Opt/4F//T, l!. APPROVED 8Y: GATE: l �'f n,1 6�r� .v� ,✓,SMEn.� �, •l f 2 4 9 5 3- -- /N5•/.4lLfET TI?EE� �R OlY .STD iaiYp AS �OTE•Q -- _ - r �/ CITY Ek GIR EERY -`��-� '1, RC.E N0. "mr,i�O C Ilgrx Qw6w a� Q /O� �o�rs�P/1�P'6'/+C�'T�rO�/' / � /11� 7/Z'C f ��e.F ! �`eg � `- �, DE SIGN (CIJ ER FABI `f� RECO►eRtEkDE.D INTERNATIONAL • DRAWN 7100 PEACHTREE DUNWOODY ROAD SKEET /I //1�j�Q��'0�$rj��/�/Q/y ATLANTA. 0400GEORGIA J10�20 • OG' i4o41 aee - •400 5 or Rm CHECKED RONALD J. MOSES R.C.E. NO. C-99029 DRAWING NO '. /P-•��� DATE /l/J/.� FILE NO. •9050.74 SHEET 20 OF 31 1 ' t _ BENCH MARK - - - _ - + - -T- } - - - - - -- - - - - _ - ; : COUNTY #SM 01087 { I 1 1 i } 1 Round head bolt In concrete curb 1 # ► N.W. corner of 4th and Etiv,,, _ t t- -} - - - - -- - -- - - - - - - __ - Elevation = 1043.39 + + r a i t ! i 1 ; t � , i 1 ! I + t 1 1 ► } ( 1 � t p � i I t � ' � � 1� t I I - 4 1 ( . 1 1 : 11 1 ` �• jj71j i 4- j] -+- - -�- - 1-- - - � - 4-4 I - -- - - - -- - - - - + + - -- - -- - - -- -- - -- ! , ! ► i t f I ! ( t , gam , _ - - �— - — - - - - } % t T i � ; 1 1 � ;• I ,� ; .. � + , -+- 1 -- - - - i -f-- - - - + yam - r- -- - -� -� -+ - - - - -�- -- - - - -� - - - �- - - -�- -- - -� - - - 1 J_ - f- - r - - -� - - 1 - - - - -;- 1 - - -- -- - `i -- -- - - - - - - - - -- - - - _ -- - - ' - 1 i 1 I i I � - -� - - �- - - - --4 - - - 4 - - - { + ! ' i 1 I 1 1 1 I i t i i 1 i t i 1 1 r - - -1 -� - -- -- ; i_ 1- �- - a- -- - - 1 - - - - - - - -- - -- — - -- - -- -- - - - -- - -y- -- 1114-f- -- - -- - -- . - -- - - - - - - - j+ - -� 1 - + -- - t - -+ - - - - - --� - - - - - - - — — -- - — - - - - - - - - -j-- - ' - - - - - - -- - — - _ - - - - - _ i _--- _ _ --_ \\f J f 1 I h F +i _3 _a - - — - - - - - _ , , , < ;R i - - — - - - -- — - i -- 41 t -- - - 1 -� t } + t t � t — v . _ ' _ 1 I -t ' Ile - -- - t - 1 t I ' 34100 13 000 wf00 5/0,00 X4100 2 9� ? ¢ lr ? f,00 a 34GK eV6/NfFR/NG, /NC. 46SO AR,Q�w HiVY Slime E-2 �o�vr-c /,4e, CA 9/ 63 , -, --LEGEND EXIST�VG PROPOSED —_ I I11 !� ♦ 11 i `�l9• CE ����� CENTER LINE I !=rf�i'� �A1.���r1i1} ---- RIGHT OF WAY I P I T 1 I ---�!`�- PROFERTY LINE WEST VALLEY Y � R � LE DETENTION CENTER I � � I CURB a GUTTER - ; -------- t - - - -- SIDEWALK Q� � � - - - 3 - - - - - - - - - - - - - - - - - - - - - � i v II I % _ _ ,, - _ _ : _ - - - -- - - -- - _ - -_ - - - - _ --- -= i I I� - ASPHALT CONCRETE PAVEMENT v II II I �__ -- - -139 ASPHALT CONCRETE OVERLAY �tl III I V �► ` I _ _ /nr _ _ _ _ - - _ . - - _ _ --G --- GAS LINE I I 1 _ X15�' G EX/S TING t� - - - - EX+STii�G- - - JonVXisTiNv'/ -==S�- STORM DRAIN Q ( I I \ \ �SMM - { ` TRAFF/C-S/Gti/AL- - I, �.., Cpm. SIO /t�Lf� * . CONC. OR/vEti/4YTo�PEMA/N s - - - _ - --- -- / SIDEWALK ��� 40 20 0 �0 eo ---85--- SANITARY SEWER O MANHOLE Opp POWER POLE --- /w APF _ G� GAS VALVE - - - - - - _)12 - - - - - -- o® Pp - _ _ _ _ _ _ _ _ _ - _ P ___ - - - - - AL O TELEPHONE PEDESTAL o - 6 G 6"G - - PP ___.-. - _ - - -- - _ _ _ - - _ •� TRAFFIC �: .. � � , . - t • -- w --- WATER LINE r .. i ---t"-. .c •-.-- -.�.a. - , y , / • ' w1.•:s -: f ., - ^^ ':._� F.a - .,-..x---' ..-.. _ ,. .- - - °r' -' - {� 1'. TER VALVE _ . �- - • j �... . . ! � I GAS SIGN 4 f C/TYOC �P�it C O STREET LIGHT CHAIN LINKED FENCE f 33 -00 32-'K` I 51+00 30+00 S24' 29+'00 28400 27 +DO C/TY� 0417,4 0 CONCRETE PAVEMENT r �'Yb' •��•'� - p CONCRETE TRAFFIC SIGNAL �r �a�/ .1 �i 4 TH STREET W - eox 6r 60--K ENG 416ER/A/G �NC.6 1-22 7V S7�l.19 38 Z DESCRIPTION OF REVISION GATE CITY " IX IT C� CITY 0 RANCHO CUCAR10 �'�A l CCN,fTR!'�C'T .S' $/AEW.4/IC fes/► C/TY Ate '"'' L /G'�1 1d/Y&A 5w //4 R OOZ ;► O Com— REDEVELOPK� FNT AGENCY PACKAGE V Li ADJUST ��ot E RI/t� /COVER 1D �I�.4t ,41aF HiQ pfT�4/L Sf✓�ET// NOTE- SF.E SH 7''S /.7-/O Foe P)YA 51AI& Of C04tcrR TION ' ` _` � C: C�---- PLAN AND PROFILE c t a' Q CURVIL/NEAR s/DE'bt/AL.lC NOTES 0 NOTE 4TH STREET CuR�rL/NEAR 5/DEr,/ALK SHALL 8E GOaVST�uCT_FO /NCOIVFORM,4A/CE WITH 5TD. 49 6. EX/S _NCI: $/GN POLE 7 gE ' 1 r t F GF1vFQ,QI t/NE �4N0 csQ40E SHALL �E AS SHos / On/ T1/E'L,tNpKi9Pe RE14011EO DURING -0iV57�P4lcT/ON' �— �TiWT 3*4 C O/Ee �'r Ll.•4�J 11 ^Ash ���J��'�` J�iyE�T lI) P-AA1. 4 PPRO V4 L dF THE F/K4 L G4 Yo Ur OF G�lQ r�lL/nIFi4R s 1pEwAL K SKAu_ OSE 1^5 AW-1A1STAL�D A C�,gW44p. MACW_ /N 7-,YE F/EGO AA10 �4p✓[l�T�O AS lVEGES.fRY -M r/T E1V57iN� FlElp T�'A1p,:7A4KY 6WS s/G^l 7a gE- _ CONO/TIONS AS APPRO✓EO 6?' 7NE Pu&L/C AlaAz,CS INSPEG72W AND P� OJEGT L4GE 06/QivCT CONS77Q�O�ti APPROVED 8Y: DATE: PL4A( /6Q AA210,2 70 C/A/41. Go�ls?�uGTio/�!. 7NE Pu8l1G /✓02. 5 I�/SOEcTD�Q shAZ-Z- aT,OESl�:NATE'p slop CITY ENGINEER RC.E NO 4 3 TEL EPHONE REAE.5T,4L 719 9E W1&1VA7F0 BY ,71 1JA JAY,",W C!lA-01-Mf./Y Q - (�N677,cl p A I�/A/1144//-f OF 48 HOUAZS P1zloo- TD anlTlG/FA•T.-O F/ELO //1/SA�GTId/� DESIGN E RECOW "ENDUED /N TirE �vENT M4J0�2 GN.a�IGEs �� PeOPosED TO Th`E GoIvCEOTZlAL 5lDEw4l,.� .#�� t�7SSEf� FA�f�AP LAYOUT P"IV, 7WO SSS 0��2E0-L/i1fED FLANS SHOWING -ryE P,eOP05�-O if�lTERNATIONAL —SMFE7 l/Qf/TS WOOL AI S'V(/9"8401' 4rCZP9) /A�(STALLED BYSOI/TNFP/V �'anrGEs sra�[. 8E Sug�ITT�D AT 7rrE s�NtE �''i�tE �rE �8 Noa,e n/vr/cE' C,IL/�ORIt//A ED/SON 15 G1vEN 7a THE GIT Y. DRIlYE'N 7 100 REACHtREE OVN1"VOODY ROAD SHUT i • ATLANTA, (3EORQIA 30348 n"AN$lT/ON NEw PI/M' TO Et'/5T/N6 AW_1MENT/I'J.S/�+�!''A' GW 4/L 5'/�EET //. �C' ti4o4t SOP - 04Oo _ or 16 1(5�- MILL �z'ST. PVMT TO /MOW fEATNE/9/N6 OF NE{V PYMT INTO EX/8T. PVMT. SFE DET/4/L SET// ' CHECKED RONALD J. MOSES A.C.E, N0. C-DS9?9 DRAWING NO If DATE 1"e FILE N0. 60058.74 SHEET 21 OF 31 • - y-�- -- -- - - - - 1 t }} tt ► , r r- BENCH MARK t ; , I , or. I Xi tel- t 3 b i - -t — �- - - COUNTY 01087 - ;— {{ - - 11. Round head bolt In concrete curb -+ - -- 7-- : - - -� -- - - J - 1 4,' 44 � - � - • - - - ' - � - - .� - �. - - - -' - • - = _ /OSp a v o, : t I O t , t at N.W. corner of 4th and Etiwanda , ,O . .,0 , O h ; - - -� , - 1 -�- — : -+4— —�- � ' I Elevation = 1043.39 IZI h(. ' \ ' i \ N v a w �1� -i_ i _ _ —_ . -�•— O —� �9'S i t r t _ • �_ .- -1 +--T.-- --- - --- H- -$—t 1 32 + 1 i t t t— { 1� -T- _ 1 N 1 --� bpd . : a . �;� 1 �f of�♦ X0.50 x r _+ : ' :�/54 r 4:-+ —� I i - -t -- -- - - -- --- - �+/017 t { 4 .rnd 46 i� - f - - + -t -- - -- J t � t I ; ( i if I eb S. 146 ' pp pl,�; \ 1t4 0 fip 9 t 1 1 t # - - - - -L - - - t- - -- - -- -� I 4 , ,l - -_ • - qp E�iSI�r y/Ovnof PrDG/ : : OY' �r/6 I � m tes ��f of!yrfipi viiia ?b•E8-?f�f�?'r ..at I � I f �-- ' _ � I ! /0 .?a� l ! 1 - - - -� -� -- I a t f 1 A1040-- - - -1 - - - -. - - - -L . _ . _. _ - -- - t- - - - - --• -- �-- - - ..�_ - - - - -� - - - - .- ; , - � o � o • io o ii o „� �i av .cJ ao �Q r ? I v f►y'.°l 35.Gb" 94. 7/' 34 1? LEGEND , ExIS'nNG PROPOSED /77: F-S4"x Q8"'RC ARCH c � I I� I � ,� � -� __ CENTER LINE --- P/R O 50 f N `� %) RIGHT OF WAY h II i ,`� - --- PROFERTY LINE • ---- CURB & GUTTER �'' `�► �' I lh Yr .S E.r.�sf C&>ch A%310 E- 3 ' 40 20 0 40 80 --- ---- SIDEWALK I I ��, ,CN-6 f Gri1Xt A C S fd _ , , S!i b • et - ASPHALT CONCRETE PAVEMENT 17rh _Go.►I I � /f Fn..?h 4Fat7f � El /O t .�6 GRAPHIC --SCALE =- — i ASPHALT -CNCRET>` -VERLAY L`wl I 1 Aw E/ • /090 --G --- GAS LINE A16 . O_ GO __ r e L f /A �tC L'` 9 2-4 X. 4r4,I j �ip� --=S�-- STORM DRAIN %�" ECQ /A ONSTez/cr/om /V / 5 ' --=BS =-- SANITARY SEWER j MANHOLE EwST�IvG SP�c c w�v -t; •/ AP 04 4 - - _ _ - /j*rw.,.� A/W •� POWER POLE GAS VALVE • F J TELEPHONE PEDESTAL _. ..- — — - - i� - -- vjisT WNHOL E RYAV /COVFR M fApy,41 G;ew�r O�IJ arrwlL SW1:rr ♦ TRAFFIC SIGNAL POLE IN - �; . '• � � � � -. , - -- w --- WATER LINE s r _- e"lid w7ew UTTER PER C/TY Ar 1�ww cvr44*iw--# fro 10,4 o WATER VALVE 9A 70 77 f N ., 0 GAS SIGN =`/ _ t i g c�TNwT 3'9.4 c orFR 4 c L�3.? 27 A0GA 6 3E SEE z- tVI ! SHEET �1t Sl Pa�-,M STREET LIGHT ,� �' -' y `7} - cwsr 'GCT 5,14c nar RmvewE/YT w-Im t7eelme xwoelC SEE oerwlz ,SIVEET 17 � — � .f __R / , � � � �'�•c. •.. pro. - �— I f - _ „ S M N �,: 3 ,.� • �, ,' . . �' ._ - { � �`_ _ _ — _ __ _. _l0•W -�_ - I. f 4111 <' I F,/ G' ,40,r _ F rr7d P/� ted- # ,1 ,STREET Lmmrs Wool mPS1/(/B"84CR AV&,I /ACSTACL ED BY SOUTHERN — — —r -I AS —. C,/L/FOAR"IA EO SO/V I SL AV �?� � F'` / _ >'4`NS/T/O,A/ N! W �t/M7 TQ. EX%ST//Y6 FIM�EA/EAIr .45 9A1.0 W/V //V D-rr,4& AV.SHEET - I �� }�'� F _ •R/W' - © DESCRIPTION OF REVISION DATE C1 r 1� — —� -- _ _ VM TD ALL FEAT A1NG Of �YEIv TMT /1VT0 fX/ST PYmT. r t�,,,, M/LL EX/51 P T Ow /,�f / Ed9 E,vSh� (,c+��,t/U1 Sff OfTA/L 5HEf7 APPP VIVO CITY OF RANCHO CUCAI ONGA .� %,. • ,� S �- — CONS T�PUCT NANDICQPPEO �1 CCE55 �PdMP PE,P Ci rY tIF ,P/Q/VCf/O C41e,4 roAV4A 5TD. /O? �- C �xr'f �o EL, i g ot" ,,, h s L�nB a1g CONS TQ[/C T COC tG DE�Qg 5 S I OF.R C/T y OF ,PA/VCNO C//CAMON6A 5 TD. 307 ,, .;- REDEVELOPMENT AGENCY PACKAGE I (I �,III�i4�f�ni9�G�d��SJ a —Of er-elller CON5TRu& e CURB W/24„ HJT TER To MATCH EX/5 T//VG C1oA�,1� 4�q � r' l �iPLAN AND PROFILE .. � �—CGWS'7�?vCT ,Nf/EEL C /� fT"� C Ar!,�►' O // 5 34CMP _ _ / ETIWAN DA AVE. ' � h APPROVED BY: t DATE: /-�lv /V CITY ENGINEER RC E N o. 24953 DESIGN -PZOSSER FABRAP R9r011• ENCE:, I ' VNRRF1 INTERNATIONAL h � DRAWN 7100 PEACIITREE DUNWOODY ROAD SHEET COUNTY OF SAN BERNARDit�lO OG, ATLANTA. GEORGIA480329 7 1 6 CHECKED DRAWING NC. ACCEPTED 8Y DATE RONALD J. MOSES Iq.c.E. No. c-33023 L/919 DATE /1/71W FILE N0. 0006e.78 . - SHEET 22 OF 31 i ; f L ' _. : ; E �� f_ -' # BENCH MARK i t 0' j - ? T ; ; �� } i ` -i- ' i COUNTY #BM 01087 -- - + - 1 - = I i -1--� t--fi- ' - --r - i 1„ Round head bolt in concrete curb ' ` at N.W. corner , . � � } � •� � ; � = of 4th and Etiwanda 4- � Elevation = 1043.39 nlh — --- — �----- -- ----__--_ --_ -- -- : � � j � tiL 9t_91 04-4 -j P =A9 55 p . �Q _ . . . . . Y. - - 1 Oh , gyp i r 1 � t � � , f j � r ;Coi✓�r �r7 TP Of' L'ar6 Q n� } ! r Irx j , ,.�d G��'P O �2=159 _ f lj E�'/Sf�o �a�d�' �/� � h 1 1 • r -, � , � � - - _ _ _—f AJC 7 - ' _ . 'IVa . . . . . . . . : �/7o,OlOsego' PeLip Com, JIM IRs/ 4/ x 1 l 4- -� /Oy _ i t , A of vo � � t I + i i + { } iso ti �► `8 i . . . : . : . .h b ,7 p \0 _ l E,r�sfi�q G�xr�d W : a _ \ �+ -f SPT E-1-e Yoavv'f \ \ _ — - ` �ivfi,+>6 sc>�sFs kip ryo/i /,jrGi!J i'f��GiO /S� /GGYJ /7o4!D /�•G!7 /��00 �� t/�G� t2�G� �/�� S!>�/r.. LEGEND ISTiNG PROPOSED Z _ EMBANKMENT FILL] CONSTRUCTION LIMITS '� M1 E XCAVA ION CUT CENTER LINE y, RIGHT OF WAY 40 20 0 40 s0 --�--- PROPERTY LINE aA `) ---- CURB & GUTTER h ' 6 �,^� cs GRAPHIC SCALE SIDEWALK a P°' {� h� o �; 5TA 19-A9 %T 'r 1� _ _ ASPHALT CONCRETE PAVEMENT e�' 3*89 �m� � � S q - � � S ,€C 5f0 .3>.� 1. --G --- �� GASHALT L NE CONCRETE OVERLAY to 1 d $� I1IyC•t�A�f 2W.4cFr6r,!Q- 0/ 4pC'w" e„�,,� E s lr ATGH $A51N E-l Llm,tr ��o i� S roo �� �s� �3. �Ar ro300 ! Sr�r /&,o 85 \ / M4N�•Ot:" ,� 1 r FL io�RD3 Top : /047. AWW#-,'lf E=i Ie C_ STD 300 r aro Y/i /�1/ ==5�== STORM DRAIN ,Q d'_ ,r� ee� Q SI,?5x Q ===8"S =_= SANITARY SEWER /BVI' •/o QO.g3 / t./CI'sT0 .1w/! IoP LL : r1/ -�y� `) OSS A4 // {� 10 V 6 S I d - t T PC.P 9.25 x -!Su�.yc5lod [�tiv Tw�*/OSl.br rev EL- = IC 4.5 SI _ ��+ . ,r+47 2-4 — — - E�crs/iia i?/w O MANHOLE V-b� E_. _. .�_ 1 o PP E GAS VALVE es J TELEPHONE PEDESTAL __..-_--7 F ' ^_+,_.-_ ._._-•_.r,... --areT,y.._ '.. _ __. _ +-.. [/ 1 '-aF-` ':,' _..•.. 1• .f-_- --s: »'-�.. _ - y '"_-_4. - .". ' G .. -4 � 34 .4.. v l _ M^. .w - •.. ' ``f - �.. _ - } .,,. R-. s'.-b• .q. 1 �. # - ,' --\ _ � f •t ♦' ie ;,. , a • . . ,♦ • . ., . . . . _ , . .� ..�... , WATER LINE ALS �` �� '` -.- TRAFFIC SIGN ��., +�z y- .� - ..• X - +..'f- - . 1 ...-.�. ♦ t� ! �� ;. �`•l:+. ��. . •. 1 ti • 4 N/ \�� r., .� - W --- r���' �• `. t VALVE / ..w• '• _- - s'.!" .- . , ..-- �f! T ' IF`'- _ . - - _ /j • --, W ATE R F . .. �.,e.' "".r.-- - . -+�• ..'/r �...� � "f - - • « 'aQ - ' _ + ' .:e '♦'•.. ; h ..._ ,�__ ff ..-, _ ..._-._ �-.� .7€ ` 0) GAS SIGN ft h „••- : ..,��, s .. _ �',* >i 3 �, �/�Dj•�8b/'E A . Ira STREET LIGHT � A - -... - �- _ __ .-. _ - _-_ _ __ - _ _ L�a�rr OF stir e ,�iY,•v D O V1 _T476-, �_. s .,/� € ,ff. �� �6+W �i�`YV - - <M + .t r ! �� '`k=1. 4t , t ••,N. -r. ..... . .t sa '•• ♦ - a 40 01 777 ko- - - - �-PP 1 Pc PT ` o E".r sf.� CIT W / two Ea' ��►t DESCRIPTION OF REVISION DATE � o �� \oh , � j CITY OF RANCHO CUCAMONGA ► e CONS T,9&f TION AV7LZ REDEVELOPMENT AGENCY PACKAGE WrE' $EE SHTS•. /J-/0 FOR PHA5/A IS QF CCAASrRt1eT/ON �l PLAN AND PROFILE �— ADJ16T At�INVVL E R/A00 /COVER Ta F/A/41 �rAo-c -E,e C,TY of ETIWAN DA AVE. P.4/VCt'J C61CAMO^/G4 �ElP DETA/,C �'�YEET// — e"CURB "/2r-,alrTER PER G/rY Ar RA/bC'f v cm 4moow.# sro Ir-f AV-R APPROVED BY DATE. l /G Cr ----- C011�'T�PI/CT S .4COYEE � L1�551Il�GGREG4TE BAs£ (SEt DE/Ai� -5H/ 1 NCrF• �Oa STOQMORA/�vA�E CITY ENGINEER /U 20-41Z�"' RCE. NO. 24953_ L7}— c&.AsT�e4vT S~i4COi�EQ0i4i/EME/VT�QE/NFO�PC/NB Fi SR/C(j,ri-ar It 5#EE7 /0 PROFILC5 SEE 5HEF7 /19- a ' F DESIGN F?OSSER FABRAP RECOMMENDED I �}-- C�/VST�nUC'r IOCAI G�ioREs916W Xri 7 C/rt' Ga Fr.4�rCr%O CL/C34i1fOr,'(-4 Iry 3?7 , 5TORM .0�P4/NAGE SYS EMv ! INTERNATIONAL _ 1 . F-OR C�ITC11 Bq$/N � CO7 100 PEACNTREE �DUNwOODY ROAD P/PE 5c 5<!cE' N C /0 DRaw" SHEE T OF STD�f OQAiN E• :i6-7d;1 COUNTY OF SAN BERNARDINO OG ATLANTA OEOAOIA 80326 STREET L/QNTS ftSOOL f1P5'l/ /8��BALK OF `UO�i J TO BE /gi�T�!Gc.EO gY S,DUTNF_,Qll! L— -_ _ . _ -- _-_ _ — _— J 1 WI•► aoo - 4.00 —. —or ACCEPTED BY DATE �HECKEr) RONALD J. bTOSE!! R C.E. NO C-33023 OQawiNc NO ,�-'t:N� TOM/l/��✓ .,KP11,gVr TO Z116r/A�(G' PAVENEAJT AS 5HOtt/�(/ Opt/ DErPk -'HEFT ATE //7 �2 FILENO. 8905914 SHEET 23 OF 31 : • • i . . __ -- - . - , _. - _ 1-1 . - . --- - -. _. - - _ ' ► ' t BENCH MARK -- - -� -L - - -r : - -; - 01087 } _ - - # �� t _ i COUNTY #BM 1 t - - - - - +---1 -- - - - , 1 I , - -- --w t-t--f-- -�- - --t -� - } r { ; i k ► 4---- - 1 1 Round head bolt in concrete curb - ; - -k - - -{ - - -- - } - 1 t- ;-- 4- , - ---k -. - r i i-- - 3 - - i T - ' I 1 �T % I -T _ :, r j I c s- ; --i t + 1 o # rt } + ' 1 ' - 1 - -t -1-' - - - - - - at N.W. corner of 4th and Etiwanda -� : 1 t I i , 1 I i- --'---- - + + ^1 - = 7 ! - _ �/ -� L -{ t T i -� I L - -- - - -- -+� - - t I ' . , } ! O m ' I I ; I t Elevation - 1043.39 T t - I 1 /era '. + 1 + � O 1, - t —�- --t- --- - - - - - -- - - - ' I i + 1 + I ,4 - - - - - - ' - 1 --i -t- i i - i -- - . -r - t -- - - - i ' - - - --- - - I j ' I _ - -1 -- --- + -T - - -- 1 t - - I f *Po '- - --� ---4 - -4 �- i -- - ! - � -- % ? -1 -� - } } t 1 i _ . _ - h t t4 I ; r -i o : j I I 0 -r 66 0 ` i - ` : -- � ` � r�' �}' � a�lr , il0 , - I - : 1: . � 1 � f-�; - -�- --�- -�- � -� T; -----; . I I . t I �- } -� _ T ' � I . . � , * �, . * - . . : - I . I . I — !-- - : - : -: I I - : --�. I , ; . , + -- ! , I lako � . — t - �, - - - - - .. : ----- i 1w - I - I r - * C > � I } Q� 1 \ ` IANi 4,94 . I �-F r 4 - -� (� 4� J f __ O V i -. _ 7 i �� - ♦ f - ♦ __-� _ i _ } - -t }.._ - _ \ -- -� -t IS �, _ t — -- _ ----t::---- - _ _ _. • ' 111 `) /J V 1 }* ,�� : _ 14 21i1 . --1. - - M' % : �/ t • - ---r - t 1 I I -- - '- 1 ^ O - 1 -—1 3 -j , . I 1 -t -- . . �rli� ; f - - i Q� �y / 0 V . O • ♦ • �� r • 1 -t - nn.. 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Wit- - i I 1 ; k \,V . . lJf2 n� 1 , � 1 ' ; 1 - - - - _ IrN I I p (V I I N ---' - --- - r� ; X f- �iC/Jf/� - } i i . . 1 t t. . . . ; } t i 1 i c 4 - -1.* � - ; I , 1 - 4 - 4VPOSED GR4 DE_`" t - ; (4 " "� . . . . t ' i W) ,- ; - - �# f -� -` O IE . u RT, .,g/�Y /.A* 15 O. 6 ,�ff���` ? � - - - - - -: - _�- �T EDGE o� 1 T -1� �` ,f : ? ; � �- ,rowE,P x110" E.P ��`' J" G=�_ %: -, i ' i I I - + ' - 1 - - -- - - - - - ----�- - I . i I I �- fi- �2'- + 1 j l ✓ ,v- t , g ;i. �.• : i 1 i : .. T - -'- T ! - !�+ i 1 ! 1 i . . .. . ``-°- I - t 4274 � q: 1f{ ! ' . { T : I -� � + � 1 - -I - 1 I } ! 1 . . . . . I f �F. i i� I /�/� /'!? J f ncpleo 721,00 25� 04 00 5�/ 6�t 0500 260X ?7� 28ew 29 00 �1 ,P--ILI,v By: .1 LEGEND /", �., . 2 7f 85 833�/U/G4�AV�R �Su fey iso� ( I I (dW1557, rin� d,/1 /� / �� eu��E. DATA - - - ea,y�e CI•a#",rsa, - �' EXISTING PROPOSED .�g�/�o/C 'r-%f C�. q/730 , S I .¢"�{!�' O,oe t-0i , evo 6 ' 'Ar e S>d,r/8 � D R L -- T �90 gl 9 a��3DG 1.� / 53-50' —- _ r k o1ern/fq/e , E-/P 9/cy 24*88 /�,• � �/O�/ ¢8 Q 89x563/' 3 00 54.94' 34 95 CENTER LINE G/'g-,?OO 11✓ h �fC.l t9BSa/ E- B 90 03?9 x500' S5.c�! 35. 04' Z=1 ScoP� Max rQ d� 1 0� —_ \. RIGHT OF WAY n V / V h /�e�"I S�8 : /070.& flOytl�juT, u: 2.5 ! 2 ETiVJAut�A A1�E _ -- - PROFERTY LINE t, vra �I',v 141:r 571x' 300 C U�'.>9:�/" /QO.Gb d 7?' .�.3�0 _ 4: f ps,. r.�. Tomo y � o, /kr. �_/03 •9� _ - OD ©PRD�SEO ST/4Ef17- ' ' /W,4Y, J/, �P/ ORA/rV STS �� a' -w�_O� /2 ���� 2 �' "f- CURB & GUTTER �) 1k ; �r. �/� /05�95 � � Q E fO Pl/RPD.SE RICII'TDF VYr4Y - ( �o� = 1=u�i�vF-ilL` ' I �' . SIDEWALK //� _ , _ % 3 W R LAT D fc/S �isin E/7' , _ HALT CONCRETE PAVEMENT I I) II I �✓-/D, V- 1f G• .Sfd ,�OO I EXtSTI►1GI W LY 1,/W ASP 5 - 22 t 8 9 ► 4 ` c�j OEO/CAT/ON TD TyE C/TJ' OF fT/9NCf/ _ - o O CI�CA.MONC-.4, PE.4 /NST /YD. e fc/j �5-ii7 Z--// I W I � y oP E/. - 107/6. 52 ASPHALT CONCRETE OVERLAY II � QI 3 � I Std. 27*89 e C'72 `a' P�Po5E0 WILY �/W --G -- GAS- ,r 5'/43! I, � II I I 1 Catch db�s,n E-/.S" /ov E/. / Rift o5Eo PC.C. 1UQLK /G�RADII.IGr _ STORM DRAIN �PE/. = /OG/ /9 , � � ��� �1 � � � � � � � � W= /5' , VrQ.OI DETAIL STA- 27f Snt 4v Q -- Stx= r a �� C y' Ih R. G Std 300 ( STA. 31Ob•— No sr,4� / ===6"S-== SANITARY SEWER //"gr. E/. /O.S�.�o y 1 I `� I Q . / N Z ' . �' t ro E/. _ /07/. �l9 10 30 _ MANHOLE ( W" /5. �/ " 5.�' 1 �' I I II , y V � l ik /n✓. E/. - /066,09 I opQ POWER POLE / � 1 � a a $I ,fib„�fo. E-/G t% �, l 1 �• C �W �+ 4 W= /O� V =3=0” .l' , . 3, 8 1 0 GAS VALVE o�L =71=- -- - 3 l r ,�; Ir pt 'L Q r, .rp I/j�• , C , ,/e /06 6.$7% 530 ��, ?� �5 - eo 7 c ' PP ,5j'7e-mp0/a/y o EL 3 /n��.o5 O TELEPHONE PEDESTAL _1 011 o I 2 , r pv �t�.sr�, - IL Z ;,�.�` lop 2 T/P/ �' lis l���s 1> �f', ,-o E-/O o I 2 9 IL C'ort�1S' Eds� nf (TYf.I. �"J « TRAFFIC SIGNALS ,10� O © No/ �SS'b,�•� Fcti- !/�-i1y WATER LINE 1l1 ,47,-/53"d 3/8 T,00 Y D / , �° / - r l4 , l` /� /ShP p c x� iy GC ',✓ - z -'�T`yi4�,y"%¢" -- W --- �/• � •0 4 H =4 _ -_ — - -_ :- WATER.. VALVE L 1 4 - ♦ - t . ._ _ - - � y o -- H RM MA �ll t - . . -• - ;. 4 - - I --•� a GAS SIGN T t ` r� __ _._ __ ..w� 1 .n IAJ - �' __t: ;.•• �- -,-' y i a - _ •s'~� - - - .er,. 7s�"•'�c;e ':" °r {fir ,. ..a� .,.. - - - . .-. 14 - .. ,- ..: nx 41, �,H ., ., ,�`s _ r 4 i.C _ ., . y t... - __ _. - r. �" RETE i,•.• % ., 4 , - ,. � _,._ -., -- --- -_. j --- /~ EMBI�NKMENT FILL I � -a a _ r _ _ --- . - - - _.-, _ .. _ d �' T TION LIMITS , ,- , , < _E,, �. �_ ._ - - -. _ . - _, __ / '/ i t CONS RUC L Zl. _< ,,. __,, -� ,` . - �= - — G EXCAVATION CUT x8,_ ;. , -. R . - '/ . . . ;3.. *' �y g J- = e �'l/��gi GA STREET LIGHT ti i �� _. ':. i / 56 � ! . / - �/J / ' � CEnfCi/ a _ - / : _. �ti. ),-,� � . - � i _ _ �f ► sT_- �� ! �` �, ,z e•♦ .� .. � ,_. I _ /• .. � - .....,.... ..► �1 � - -_<�..-a-. 1-"'r----- _ �:: �_ - _ ,-, f -ss�-t- .•.,. ..... s-t ..s�, 1�_ _-. - .-_ rte.•`_ �..`-'.�' d �-- s,,,. ; .�J� i�' �Jr7� �> E Y/ I J ' g //--� --- -I' -- I-Y Qom, " . C`�Ta ���-r��--- - x " �- 1-: - - I I A� I'\, j.. - , f� - - - ..._r . r ��� v - .a.•�+.-�a�. 'r...a, v-.-_ .._.__-_.a _._.___� �:,�._,�: _' - _" - _ 1s.es tee.. w• a . nil w '�'++"v_ -�-+'..e•�1+�s�- - r, �� .• - -- -- - - F - - -' -9".---- -*1>e,-/ - - -- �- - - - _ - _-—--- fF+(-- E -,: — .- ..- _-� � - -,F-- -4 __ ----- - ---- - 77i - `-_-PFT � - - _� �-_ —�, a d/s - - ---- -- ---- -T- :�,� NN F O � —� — O T/» Br C'ir� f/,v1, iO4 EBs'��,Bnt < / 4� l P.C.0 C1711e , $ami :� , . Saq Br�r�r - ''�� Y7 � .•j -� `� Consfrs�cfa� /j�3/Yf A /�� J �l COdNT� ✓uv[n�Cc i/ousin FxrCi 1�t�afC Pro eJZ/+l/-� \.--O� \ 20/s' 'b"qx- ���/�,I f5• 24 00?O.?9 ET/wANO/� AvE. C �' Q )0 �7pyugAllr 5't�. P80.�0 C ,' .L ,� DESCRIPTION OF REVISION DATE r rrRoato 3�� ss#so� '� .5'l�U /ON Nt7T�S $ �, � ' I * —�I CON CT I .� �, . � 240, � �, � t , �� W a 40 CITY OF RANCHO CUCAMONGA � � .N • l ll i , Exisr. re.Jo . ,, 53`B P4 �>d ") 11 - .:..I ,r�.9/7/�D/P f--? (D— CoN.fn?GC'T J'A V"- ,OZR/I C--T10Z Wh'SFT C3Tt'4�'�•4i1'C'iY0 C'/'l3/�!!OA'C./ X717. //•� , !/ k/�A�SEI7W1/�I 1— /VOTE: SEE .91•/75. X-5 4 � � J -�V REDEVELOPMENT AGENCY PACKAGE �'<<� f 'ti�'T CON5rR&rT I-oN,D/CAPPED AAMP PeR C/TY Ar/P•ONCfb GY/CAiM'ONA4 510. /03 Q GRAPHIC SCALE i a�N��w� SII ��'.5'� .Ir/d �-�'x 2 90.0�� i-- LII(f�1((� -�" ) -'- /ter Z7 t /056, "r7 ( b----ADJUST m4,vmoL E R/N4 /COVER 7U FlA/A 4 eA 0E fkE.4 DETA/./ 5'yEET// FOR PN.�SI/VG OF �O c� ►� �, Q-,�-\� I PBoPosEo P.c.� u!�l,,r/4,evoi.04 oErv�� , T E = Q-- CON57JP!/CT sPNmoREL /C,easS GUTTER .AVR C/TY ACRXAVAV A&C0A/e,W44 s'1D. ro®-/� CON5Tf?UCr10A/ i PLAN AND PROFILE 3'r'4 ZVf85' 110 Sr-0 e4l?5•r -` P L /D(�4. 34 �_ B"CURS x'/24'G�TE/P PER C/TY Ar 1��4/1'1,"/+b CY/CIMo�1�GLI 5'TQ /O� �P-8• �, I "CURB ONL Y PER C/T Y RA/t�'NO C!/CAif!O/Ns.4 61v. /4.1 Cd•C/S'T�UCT/DA/ .t/DTTES% I / . ETI WAN DA A ✓� ,,"BOL BOT,4i✓/L'AL .!✓LIME lG101yaN �/F--- C wllrm, a�1E L2ww'!5/YT5 � B RE44,1V6 E,risr�,J4 P4-47 X,60/-r G 56 s.F , • - (�v}---- CONS'TRmcr ,S",4 C OrE,e 4" 0.1.66'Il A G G R E C,�E 9,456 (SFE DE T,l/L SAIE�'T J I �_Co vsrP,2.er P•e 6' w� PE.e City aF e,Q ucs b cVC,o,�o�.v srv. 3520 4 - � O �,rr�/y s Ca6,a/o�v/e/�5%9 CTed G!(rn Co jG'a/. �' S� -,e (�— CAM ;r,ez ICT 5"AC OVE,e P,4VEME/VT RE/NFt7,PC/Ns FiIgR/C SEE DEr l SNEEr /1� owg, ,vo. io3 (gmwx, �,e A-'ov,bre W92414.eao%�4 AFro.4s srE�cw) _ ` _ _ .__,,. �..�--� ---C��0��1'•4lE ,W da L/L A�IIG.''T PACE )V//.;' SiOI, ' /W/p '�'/-,V,qw/-4 Ezv-64!, a"e&,57X1/Cr N,1,t/DICAP ArCESS' ,WAW,O f�,e ,eauri/ale-WMD,c/4/7 STD•DW4 /02 / E.4. r APPROVED 8Y: / _ QATE /,v'sr�o�L s'r�Er rzFEs �e LE4FA✓v !/EeE-aJ � 'Im,sr,everlav m6ms Fee CITY ENGINEERte`/- "�- ��-� RC.E. ND. 249 53 ST,QEE7' Mee GF4-=A1p t/ c p no �1 !� — TEL EPNONE PEOE_5 T,4L To BE ,PELOc�47,•D BY TEL Ar~NE COMPAN Y, � sre&,r r�Es",swEer /a-/G � s7o ,Oxy. Na sa/, Soz. SyvlBaL 48071 CAG ,U4ME CeM�.tna/ A/FJME QdAti1T/T✓ Sil6 SP4GIc/cr /yO /O�7 STv�J/�v�/y� �� �--- AD✓UST OAS V•4L YE Cow,,P m 69,40,F • ,euds �,ac/eE� lJfeiC�c/ sd.+�,x Z7��- /scx -�9 ri . 2o'oc. ��Of/LE5' Sf�'S/YE.�'T,e/D 9 Ofs�oN fOR RECOENa� Q ,N�lL fx/5T�'�VbVr 7PAIIO IW fE.vl�s'ER/,f'G OF A'E)Y G�,VZ7K �'r ArT zo r. ANY"f.a'r. ,SSE OEr.�v` S.fEEr //. VNO s� ,,,1 .6rea�Tio,v .vorEs Foe srrEEr res', s//�r / of /.-. 5'TD,eW DW,o91 l� SyS7�.r! —STREET L/ONT6 9500L f/PSv (18"BACK OF C4/Q8) 71,7 C'6 INSTAI LAG OY 9aJ1W9PN FDS C�4TGX/ di�,�IR/ e e,Gwrt/. C,AL/FO!?/V/A ED/SON' pRaww 1 100 ►EAC11TItEE Dllt�P!'Q 110At� SNf E T Ir 0/PE 5'f.� S'f/EG�T .GD !� --TR'AN51T toN NEW AS/�/1�4L T TO EX/5'T/NCP.4wAfE�vr g9,Wok" /N DETA/L U1/ SHEET /I �Tc�at�, 00400 IV COUNTY OF SAN BERNARDINO nc 9 � OF Sr,tWWl7iQi4/�//4G�- 61,573 11,199, &----- CousT,QUCT cONC,QETE DECELEe,T/ON LANE($EE pET,4!L 5NEET /1) oti6wI c �+o DATE c►+EcKEo noN>'uo a. �osEs �.c.E. tMo. a-t�.:a (8 CONS'Tx-"�Cy zaro"'L OEPPE.g5-law ,e"EF� C/TY pf ,,00-rryo allrw�NO�YG.4 ACCEPTED 8Y ✓� �,� //y5'T/4LL ST/?.�T TFrEE PES TI' �0 .•q/Y0 X05' iV/JTEO. ' ' _ -- - _ _ _ � I &;�:� DATE / /7 �P FIIE NO, ���.1� - .-- _ SHEET 24 OF 31 J • 1 i ; : BENCH MARK t COUNTY #BM 01087 . .. . . . . . . . . . . . . . 1" Round head butt M concrete curb i : at N.W. corner of 41h and Etlwanda . . . . . . . . . . . . . . Elevation = 1043.39 . . . . . . : ��� L= S5.?7' .. IN r.-AV-0ts70 NZ 77-77 s J t f Bernardino AVE.- 04 VE . j Of 1 : • Aw ;6: l w �:,Iw ! '� N dJFe !P�KOI!'V f� i 0 7A - - — 1 - _. _ �•�D. - - - -- 1 - - - - - -- - - - - ��s7 ---1 s 46 ,r. /ten ge8le. ���"tiar� tel. E- ' ( I � - -�, =3• / -�d dw' .w ��' •�s. C \ uf >� F,E,sj ei If, N LEGEND • 9E�° g' '.- .Gid' � �rtA+4� �� 6r��s � II �• EXISTMG PROPOSED *_, ,00, __ \ � i —- CENTER I/!iG' �= "LY .OQ:�' �Q� �G�' i , +°} � � � — — � RIGHT OF .WAY LINE . / #. ..,� t PROFS �`— RTY LINE Ue B GUTTER \Ak- - - ` SIDEWALK - —``= ASPHALT CONCRETE PAVEMENT T 41 Y ti. ASPHALT CONCRETE 7 .A" A4V , T! "" '� ,-- - --- /�il1D'1C' OVERLAY a c GAS .. r .- INE • //t//' r EL'Q � � � � ��f . Y` ; _._... �:(4 ��•� `s ,�,;�t _ \�� \��. \ - `�� -�` ==6-sem- STORM DRAIN SANITARY SEWER ` sC✓J 0 MANHOLE •� POWER POLE 0 GAS VALVE ''' ; � � F E a - O TELEPHONE .:\i� / , -� PEDESTAL �>~ A&/ - A6,rAVVC7,VA/ N07T5 • TRAFFIC SIGNAL POLE -- I � w --- WATER LINE • -- / ' .�'j-✓3 NOTE: 6EE SArM. 44-/0 FOR a WATER VALVE Bl�f5 66A ' A f ` F —Q��CrA*r,,91*r 1J��. V)W. '4P. 07YArAVP -fM �A J°1`IAStM6 OF ADNSTRUCTTON O GAS SIGN u `>- �, _ : 'CT, L + ' '�iJ�P C�7'CJ� fi� 31Z� /// AplF.' � `" A� ��'E�t•o�'S Ft7Y'CST. ' STREET LIGHT T/ms CO/VC ` T ,, • l �— M110-e'r sr-5w., (C9 is,1/5 rrP/iZW4Y�TECT -R.t CE . (�}-----ADJUST APMA&t �4Aw/CDS T?9 A7AIr4L 6Jlr#� /25l OrOY O� 7,-IAI mit Cr6' �rgrr� ewAt " .r/ 'G'� R�T drru�Q►r� '/D srl� .e,� /T, � B> � �}•--L�Ar.T��l�"�1 s �l.0 01�.�I •� ClA�J� �/GtJ�fCGAfB D�t�E CV4,s_q 'UCT 60 aAge '��svr7rZ 70 N4TC/V j"977� Ct/�3 t� *VTTF•R CITY ( GF a DESCRIPTION OF REVISION DATE • t: — lir r*ff wrrs ro rr�,o�c � CITY 0� RANCHO C�0 } R . �\ CUC� 0 A /AGEr M tV �4rzpcof wo or SOU*77A/F PN CAL/fO,PN/.1 FP/SON l� REDEVELOPMENT AGENCY PACKAGE ' - �it/CL fX/51W6 P4YIF ' r0 � UAV ii�77TWF*1"d &4rA4 r/�*4t 7, Afr AVIV PLAN AND PROFILE "ED6 E OF Ex c5Tl r� •`'; ' f� o/SnweE /ArrWFA1'r 1A'E Ar- WU 5WeF7 PAVEMENT" . \ -. � 4 STREET & SAN BERNARDINO AVE. AT ETIWANDA AVENUE - . �--- CDH57rUCT /lint#D/CAPPED �ICCF" r,,4MP r _ ps /Ty QF g,, ,4101 o C'!/CA�?0/VG�( 5To. /or APPROVED BY DATE COUNTY OF SAN BERNARDINO � CITY ENGINES RC.E N0. � UCA /�G'/IB wprFsgj0Jt/ PEP GT1'Ar ACCEPTED BY 6770 DATE DE s lcN � SSE � FABf�P R E C��eti!g k c�E D FILL AaAN0 77 7VP ArCUaB WJ' W EA Z774. NTE - 6wO n /7iC�►'a f I ".•--.i f i DRAWN ArL TA. GE REE OV30326C�Y Ills =_ SHEE T 40 20 0 4O 80 CITY OF ONTARIO �n�nT�, aEORvs,� so�z• I404, W1 - .400 J 7 0r ._1 I CHECKED DRAWING NO ' ACCEPTED 9Y DATE �+•r.�. __ It C E GRAPHIC SCALE --- - — - _ _ _ �• - i . /1P�+ 0�.+t >'�� DATE 1 1 T—•�'� i ll E NO SHEETOF 3 L � ilk 4 o OrMplOff' �'i tom' 90'R w fils tom e1 ,� •c , w O' r r + ` -6 4 6-0 i x/fo lu g - 5�-i BPrmyrciirro 4 AP r _ 5 9•78rl1i3r '. t b O _ - �, � � 7Jf/� 0X9 1. t l2' l2, PVMT CD/Vb'T. Prot � �r SEE SNT. 15 1✓ ol�r C ) - - , J� �IgX S/qZo four/5�i qct. � � � � � - OVERL�Y�tENT PAVING FABRIC. �/� i proeo (EXCBP� to �c ° kt' dC �� �IVI Ezisli�q EBL Pr- - PNASE I S6L eXiSlr, Pv/nf A. resin continuous filament tan woven fabric having i� ■' � ��T ��T � Fabric apo ypropv 'n the ,E•. o o� � e o e� 0 0 0 _ _ - � O following minimum proprracs. J 1� 1. A minimum weight of 4 oz/sq. R. p /i r G I ' �� ' �i• r v�p °v o° Cia1l�c�s-ylt,r/ �.�� /1r S_Q A rw ru m u m thickness of 40 arils per ASTM Tat D-1777. v A rtimum m tensile f 90 lbs. ASTM 0 3. rtu b o Test D-1682 !• ,- -• .d � Q v .M/b �iris ,hf ��/1b�► S per o • e s �' Saw c'uf �' c� I k, . . . . . 4. :� mu:;mum el tion u break f 5596 Test ill � � . . . . . � onga b o per ASTM 682. L.' e �'�!1^/'7P fie' �x/5'fi/��rlhf 1�9fi!'eri�f9 sP A�►rr sfPf�/lEs/t ' I ;i �� �Ft VIM %/�►/o �riSfi wi�'�t � 1� � � = _ � .�/� i S. A ❑unimum asphalt retention of 0.2 gal./sq. yd. �►9 ••, ;.- :`, �( 6. A P.H. esistance ranging from 1 to 13. Fabrc shall be AMOPAVE Asphalt Overlay fabric as manufactured by Amoco Fabrics %9r'ege to �✓/ e�� wA�-rP { -: ,�, and Fibers Company or equal. Jt . rl ✓�r/is ��.AV prt vr. s /qs�� �►r�,.��f --� at.5ta p4 tM AZW �of Sfa ?4�to/73i.�f 5�oa ?SfAO, frn�n Z7-57o �t �./ 40 4 5,0•, 6/. .1�(x SYo�x To ��/ ,r1�� �4t �9�t�`rlr� e� 5�d. td tGl�10?085 gt Sfa ?��G�f P.OBr of S/a 27A'Xl to ?. t S,fa. Z6W, f� 91 40ye of../a. ?0fx to 1.0110/: at 5;.a 2�r� S M/�t//MUFF! SAO.09,'00 ><o /. 75 r gt 5t� .A7:rAo. .• . - O .a� �4GG/PEGATC � ASO/l.&AC COA/L`. O/O' t'��<< 4th STREET PAVEMENT DETAIL �� f �a17 MOO) FAGN ��of � �,� NOT To SCALE STA. 15+8!5.18 TO 34+SO.00 �• �. ( EAST A( ��rjT ST�"''�' ) z • -NATIVE Tj�f'g.Jl NOTE .- ASPHALTIC C�2ETE SHALL � ( 1WAN A STREET WMEMENT DETAIL � OFe NOT MOIZE F:AD AND COMPACTED T�N 3OINCHI LL WITH JOINT SEALER SOIL ET D � • I/8"RADIUS IN COMPACTED T1••1•!CK NE.e �.t- . GREASED DOWEL WITH METAL SLEEVE NOT TO SCALE s s F/per► r /�'t►�! �irp _ • A, - A ►•a a- :�j� , R��• a ' BUTT JOINT FORMED 7/800 SMOOTH DOWEL BAR 4 BULK HEAD 14"LONG o 120CENTER 60' le* � *0 Cie TRANSVERSE CONSTRUCTION' JOINT "D" SAO OR PREMOL.DED STRIP Tronsvc rse Joints pf' Ci Of 1/8 RADIUS `►0. C�rarronga ro' F I FILL WITH JOINT SEALER • � b,-O. :�, LIMIT OF OVERLAY Q •A ,r ''.. M •.�.' ► , I �!O ' 1/4%•�'�'.�• •�.�' •j FUt ,+t .IO MIN. ��F€tT,. OVERLAY I-3✓4" h I MP.c�I dr► � COLD PIANS KEYWAY FORD D BY FASTENING METAL KEY FORM �' 3 0„ i �,. � S�o" � _ _ 1 •as I KEYED CONSTRUCTION JOINT I P)Ir�SEI wAt exp rxwwr C*)r7A � xlsr. BCG SMfFT"S /.tl+' V SEE $ FE75 o�. ,� COLD PLANE NOTES Off: ExtsTIN6 AC FOR / 7 Q 10' "I.OVERLAY & —TRANSVERSE JOINTS SHALL BE SPACED A 2Q—PROVIDE EXPANSION JOINTS AS DETAILED 3 �, MAXIMUM OF 16'. IF JOINT OCCURS IN AROUND ALL STRUCTURES SUCH AS DROP ;Oo R MIDDLE THIRD OF NORMAL SLAB. USE INLETS, CURBS , EXISTING CONCRETE r� �I �� - ''off,:'ca -...' �`� c;' ` WPICAL T DM-- KEYED JOINT AS IN DETAIL. PAVEMENT ,' ETC ,•o ` Pp p IV -_• I C�p� a a 4* pa 0 coo CONCRETE CONSTRUCTION & EXPANSION JOINTS � NOT TO SCALE t • - - 4th STF:EET PAVEMENT DETAIL NNW NOT To SCALE 8 TA. 11+ .C* TO tt t S.16 Otct/ tsre rq er ( r—r,%l EAST ACIA llk'r'T STS •""`O) ' iii .4W ci Efi, Ar EXP.NSION � t JOINT �: . j ,s �► IC THICK CONCRETE _ JpMT 'D► — — -. .'••.:.:: DESCRIPTION OF. REVISION DATE C T —�_ • — CITY OF RANCHO 10'-O" SAWED OR REMOLDED STRIP-TYP " ' • �/ � �• • : � / _ �'�� } REDEVELOPWNT AGFN'CY PAC KAGF , TYP. 2 AlPHALT �•-•: .� J ,, PLAN � • _DETAILS 0—of* t GMCAR�rE1 1 /Luw wfTN Fw", W4,vr T. -w- s,,.,_o-ZTSO rcC. AI ';OVED BY: C;OUINTY OF &ASV RERNAR[� ��0 T►1t ATE col.L.►ff t�L et oe�nTff��►Tto �L �+�e TW • �w �t 0Yt.,t F�R.R,,.�+• • c*.�'"tl, Ate+ sr+AlL �[ t�TR"ECTED 1!"4AE +t CITY Eta e,_.FR,. _ RC.� 11I"� �`' ., . ACtFT _D BY = , . s m _ DECELERATION LANE •� A� ���� ����� se��c•T ra �s•'ft:T�+N Pfft�+R ,ro . ru►ctr�, - T DATE �r R {� .s. _ f//yiQ , MANHOLE FRAME - r 7100 PEAMTREE DUIIWOODY ROAD - CiTY OF OiT-3o D t� ' ATLANTA, 4EC�R�1!� �'G3!!t . th COVER ADJUST �_ T o 1��► ,� - a,� f ACCF IWEBy DfTE c c : c WIAtt) J. MODES" P.QE, No,-fes OI1TE �//"T/fit Frt� Iro. �e��s.�a ` - SHEET 6 OF 31 •r♦ I low— ' r W V(ft.) i' FRONT WALL REAR A ENO VALL3 --L A 9 STEEL B FLOOR STEEL +N TOP SLAB STEEL. rw' To :EE WO"E VO -� 1 (nct HCRIZ /ERT EACH 3AY Y I j 4 • ot6 F03av6 3at S. t .. T 4 t.� a,j1 Z 4 j Iz, V 2"Cr S. 1• 21 = b 7 12 a 4otm0 04atiCf 0 O at ta' 'fat gl _7 '� t t 2"Cl 933% MAX. i 14 4 �P 4Q112'�44t'Z� 4 t 2.14' qt I • PVr�T BTEEL (0.02'1.1x" 4 SEE GROOVING 7 S" — - --_r TROWEL A.C. P'V - • M'T OE TAIL. o PER FT� _ WALL AND FLOOR STEEL SECTION i A N REi • T • CASi H C • I RiES TC!'SLAB STEE SEE NOTE N0.I • , ry < L. BARS r • ' - - „ •t: V(ft.) FRONT WALL ENO VALL » •. . s-L� - A T 12 t REAR W EE Cf • '.• T EEL T - T !3 • n [nrP) incl ( rs A Bon t 4r of{_ 0 BARS E to 3' fu CURB FACE TO BE B'UNLESB OTHERiRst 12 6 17 -Aft- s a?2 •_S 41 16 ealt5 a- APPROVED BY THE CITY ENGIRrER MAX I IV 4I-lei 4f_2 "'212 .110Aa►}' RBARS D S 6 8 } a 2 a • --. t=ot2 _ ) a of t2" 2 CL X 7 �4 f 17 ]..�'�I stt14 �_1 j eARs e TYPE A TYPE B 7 P i f 1 6' -- a os24 A BARS C . . _._ �T.0 410 ,04ot 7' a, ' --Si 19 4 1 _49tIj 4QtZV) EG oil 11 Moir S 1 ---- 4at11 qt 11 t+I y A.0 MM'T +t)-ICF+M+4 1/'2 ) Y =� 2 -�+ IS 4� 2" 3"CL X7"DIA. �- "'e1 24 8J!R'S r s � A :• _ V2 _"LL AND FLOOR :TEFL SECTION t I ftAN VIEW . /s _ R�• CATCH BASIN REINFORCEMENT w GREATER THAN M 10• • B' :: .: 13' (!B', 100', 6 120' R/w) BARS ! S 04SAFjS BARS A r BARS C Ir LFVEL LINE 4' ANN. I 2 of 24 i V(tt ) S10E B ENO -- • OTYPE 000 BARS 0 To f WALL STEEL ,►�• V4 ]LIP DATAIL D E 1 -�- t.t•.•.'wiH 41 •� . 6 .4 1 `• VZ" C 4 6 } of 6 V r A B iAAIR. 2y +- 4 ! a ar 6" �2"C.1. 2"Ct-�•i •• • 3 LIr B33 ' e 12 io* S at 6 I F+---9ARS G BARS G ,'� a ••' • . { }o DIA .• - , . 2 FLOOR REINFORCERENT SECTION t f __-,_- •I• • 000. 4 BAR '• ::. •�:. ► 3 S/! CONTINUOVS _'_ V4 A- A NOTES, 3"CI a•_>yo 4 BARS GROOViNG DETAIL TYPICAL SECTION , , , f emIl,,q M ,�,,�, suet. ." aa. sMT RATING BASIN REtNFoRCEm 4 O.C. �• =it *-rt..• 1• "w Uwe ••{•. ON a. •vow+•t Mtp M t11. t1•r •I•P r•f•*••c•�r+►e Mrr++ MOTES• •. r. .avt•w •trwte.•1 , �N .L�,L TYPE � • P e•! M.r.pcty •4..1 •MttMIrsr �. • ...ftmy� M .••tl w 1f•• « � � son1. OPTIONAL CURB POUREO NOROLITHIC WITH WK. HEIGHTEIGHT OF CURB VARIABLE " '°'''� ' "t'�t"' • 't"'°'a "� wttfl"t•o M Iwe ftffn. .• tin..•: ftraM. she fol1•--•t.t ewlt/w rwirl volt w now r•t.o•+cra�+t: 1 E►OxY BONDI" 4DVPOVNO, INUNTls H1-iDo on e"L. MW K U?TD W LM OF TINE It' DUE TO R/Y ELEVAT ION. t. 11IMOM OF R� ' SWILL HAVE A 1 2' LIP AT 45• E A M0. 4 BARS AT 4 O.C. / SE DET IL. TABLED TABLED tw f• TER 1ALTER!"t T M t collcR"ETc s«ALL K ctAsi s:o-C-lWO KR s[eT/oN :o► s.s. ►wt. 3. THE RAMP SiMlll HAVE A 12 YIDS BORER YITN 1/4 6R(K)YES APPROXIMATELY A WHITE KGVENTEA CURING C0VPOc1P!*}. 3/4' O.C. U14 to" (� I rte ~ in-* Sar 4 of 10" �ot 12- tot s ALL [xrosco CORNERS sMAlt BE RAoty! 4. R WYE A RR li6l�1KE PATTERN WITH 1 4 APPROXIMATELY emw in 0`1110111 All • •r ttur• ___- Swill IIS I E GROOVES 1 1/2' O.C. 6ROOVES TO BE ALIGNED PARALLEL TO CROSSWALK STRIPES. j E S 4.1t- IX } Yt le 4 t s 1 USE TYPE oAr AND TYPE •vi CURE FOR REKAC[ttfMT ORLY •t 1 S •�'4 ar I< � a i _ t et24 I. �r�is level .. tewcnte •trr'►•c•. t•tt tt•...ac.. Mai b 1 1/T. - - . . t•trs�»• 1wr•rt. slor- .► mew 11q to t••tf•.. r wfrw ~ a1�s,�` 4 of 6" of 'fie of 4' IiI TYPE C CURB SMALL HAVE SLIP JOINTS w LONTITUVIVAL RE-BAR AT io O.C: • TYRICAL SECTION A-A ••.p.tw •tor t• •11p-of fm ad ••11 of caulk a•t•. r•r an wtlrat , at. •t _ CUT PLATES AT 10'0.C. Pt 'V" WIDTHA ! C 0 L tM "wewtlw• .Eta • t•!t ••••cMtq it cwt. w t4flltts rt.w �t u ,t 4t 1 10 24 0,00 0.04 0.5d 0.54' 0. _ 0.04 0.71 0.7Tr 0.*:4A CATCH i. FNT CONCRETE CURBS C BAS REI OCR CiTY OF NT TAK,nAF O ARi S D 303 CiTY OF ONTARIO STA.NnARD 105 1 1O SCALE Vll�t-;FELCHAIR RAID.R DETAIL ' NOT TO SCALE .v TY OF ONTARIO STA[ ,. [) 111 NGi 10 SC_'ALE - r .-1r•�.tR, r I C e.e. .t o toe �c._ t1-� .r ss � I i 01 Malt I A a sr — pie sarc*e►_ . i eels Rear lMt r renrr t • iPIC- •st•T e•tRe I Kerr _, . . . . .•. ._ •• — • I 1 ' �� .' • • L Parr R— _ ` • •vrt R t . � •• O ' . • ' ' nE0wo�0 HDR. AafQwOR I � 1 I r Atrc woti • . ,• 0 OR A.G BERM C •! MIT r. TYPE'L NAPP" ' ft" Twt .N. eoTVR.i •� i �• 1 1 � t t►� cw•e t+r » crew t•I1t z:oa+ftraw at•fr IIAAR►cE11 011 t �f► AT &c,t Inc •e+m�f•ttn Alt MAPW R r0lT , t TM M MM e•Ttrot e•t11rR "+ . 1 0 now 11.1111111 • I� O I rt•tt�t rR•t�! � ewtw D •�.•. *a •1Ue!R[ 6-f ete M tetra POW arm mOwOtJrwmT � �AAI!t*p PAVEMENT r•�IilctR WIT1• LOCAL t�►�°P9rE1« i TY► , �R • t , l[ftEVMTIQN AT C1llu It' Wt�tT�TRI�—_— —-—— �•fk�'ET JOIN LIN[ �•"•• �,• � i�" • o _ r i AT pet. Pee Guru nett _ ' S•1 TAM , K; t..tAt r t 1 12. MM ) eRt•rtR rwAR •• � • ea•rttstr•f•� � • - �, ., s :o,xR" rl I \ �• CITY } 1 ' III ',I HIP TION OF RE VISION DATE I rA/ APPROVED. • -• CITY OF RANCHO CUCAMONGA 1. TYPICAL TRANSiTiON SNSH" POR i11IMTR14. LOCAL. ARa COLLECTOR STREETS. SECONDARY ALIO oil R LARGER STREETS iAT REQUIRE FAINTED ARROWS. AOYANCE YAPRING SiGNS. AND/OR LONGER TAPER lip • 0. 0. P"I'VerleM wt = ltCTtoN A-a»� RATIOS. Irara' "ver oft? s REDEVELOPMENT ELO V PMENT AGENCY PACKAGE t !. wtRICADE. SIMMAR 10 STAN LARD DRAWING NO. SO2. NOT 1E REQUIRED KNiNO TAPER. E� T Vvm OWTUM I �t�n ITS wv S TRAFFIC DIVERSION PLAN S. IF 0• S FEFT OR LESS, USE 011E TYPE 'L' ilOPXT`R ONLY. .r tern iF 0• ! FEET OR LESS. USE OIIE TYPE 'N' MARKER. «►*LtT 4 STREET , SAN BERNARDINO AVE. t w,. emote sett. . . I1KOIiQETAtL L ttr. w. 1►t1' eR Y ePeetFlce. if 0• li FEET OR LESS. ISE 011E TYPE N'. TWO TYPE l . AND RA iSEO Mi>iRiCERS. . .• � . '� �,,. n • . lzme, M CArcn ammo Wgionoe. iF 0. 1! FEET OR LESS, USE 011E TYPE 'N'. FOUR TYPE 1% ALIO RAISED PORKER'S.4. i .• .�.��!. ' °,� IL t• ' Vfi ETIwANDA AV E N U E COWMTC TQ « CLASS C-SM Pat SsCT*w t« a.& r.c .::'. . O WHITE STRIPE AND RAISED MlRiIERS TO BE INSTALLED ONLY PER AMRI1Yf0 ►SAN AT THE DIRECTION wA +'` FOAMFRA • ew`n Atwnrrt.A ►•tett' A 1111111109M oe tevAl PHASE IOF THE CITY ENGTREER. 2gCTIQM APPROVED BY DATE t' WWII 0 t•r•IP coww to11 OS. INSTALL Y-1S (20-INCH) PER STANMRO SPECIFICATIONS AT DISTANCE KIERIKIIIn tT THE CITY • All RX"St• "IAL PARTS ••FALL •a ""LOOM»t. ENGINEER. OSE OMIT WHEN 0• ! FEET OR GREATER. OR AS KTERPIINfD BY TME CITY ENGINEER. a V*6 &A' 0190105 erlttPtrltt .►tCIFfte. CITY ENGINEER/ R.CE NO a eYTltT PI►t MAT K PLA419 M ARf parlT1eN 64etrwe Mlle. I• CON-PTTt�t1•All et CLAM te!-C•Iliee PCR UCT� ia1A i nr�cum K1H ar M •e RNtRtatt .»e.,R DES1G% f�SSEERQF�ABRAP RfC 'AMEN'E i LOCAL DEPR 'SSiON TRANSITION , DkawN-- - 7100 Fir— PAXFU!F-NTEA EIE�RCW M R0� 1SNE E i — -- CiTY OF ONTARIO STANDARD4 CITY OF ONTARIO STANDARD 502A CATCH BASIN NO. 2 T NTt;, GEORGIA 30]25 2 OF 1 NOT TO SCALE ) wt •400 NOT TO SCALE f iTY OF ONTARIO sumnARD 302 - r NECKED RONALD J. MOSES R.C.E. NO. C-33.22 DRaw�rvG NO NOT lO SCALE DATE. /7 69el RILE W. 4e05e.74 'qHFFT 27 OF I f .• i MA TCN LIAv6 5r.4 /,?/G!'> 65 FS- TgAFf/C D/vER.9i0 SLA ,A/ 51,16,E T 14 - TEMP, 4" DBL 50LID MELLOW ST21 PE. . 'T'EMP 4' 51IVGLE SOLID WHITE Fw!sF r W02K AZFA W0VK A eF-A Q LIMITS 40 20 0 qQ 80 O GRAPHIC SCALE OEL/rNEATOAQ .5P.41'i.�'G � � .Q �4LOif'(,' Ti4PEAQ � � i TV 'zQ11 0 4th STREET _� _ ,a/wtv � - � / 4 E/PVMT — — h FAB --- -- ---- -- - W � 0 n ♦"' /EGD � O gtod BsOe� 7fDD to;00 I — - ---- ---- --- - — -- — ---- -- -- --- - --- ---- ---- - -- - ---- ---- +zz - z:r- -__===s=r:s s-zt r: i---=z i z=v s t=_- -- - -- - - - - =s �s=s:z-zrr s t-tr= Jr s a= - �]� - tv�� _=mss sl s/i:s =- / =�c��==C����===�===C�II1===z Jl�aZ �������L�-- - vV � , o gs �� -- -- --- - -- — - -- - - -�CENTE�T!//YE ---- --- - ---- -- -- ---. ---- ---- - - -- ---- ---- ---- - -- ---- - -- - -- -- - --- ---- -- - --� - ---- ---- ---- I5Tll4� ST�2/P/NG - -- - --- - ---- ----� - _ --- SAN BERNARDI NO AVE. Ex ti � / _ —�-EXlsT. E/ovMT M 7— RE-PAINT J15 1V� ES �j/I�/ I NT G SA RY TO / M A 1 N TA I N TRAFFIC CONTROL DURING CONST PHASE a � / � 15EE TALE HiQ CCZYE/ MMP d SICr/D*Y/?r G�LiNEi4T�P S'r�,wc/i�'G' . ET/k/AN-0A 571. t 9 �� �� / 1 WN:T ETSAND PBLA.STMJG IwlQOfL! AREAS AND TEMPORARY4 th STRE2Frgu /Of?8.27 / STFWV'JG PLACED PRIOR TO BEG",-N--►`+G WORK N"SES I AND N 1 I 2 TAAFFIC AAA4EES SHALL NOT OE USED ` 3. !EE SIONIM AND STTMNG PLANS FON DETALM PeORMIkT10N ON ALL PROPOSED PERR!!NEN� PAVEMENT MA�b'NC+S TEMPO"DBL. S!x/D YELLOI✓ t PHASE U/01EK A I 2GA4 .. SEE SHEETS IAA FOR COWLM SCOPE OF STQ,�. l l WoNK FOR wOAK AREAS I (CROSSHATCHED) INDICATED IN PHASE I AND I OF THIS TRAFFIC OWERSION PLAN AA�T • !/iS/NT� �E5 TE MP.,�"S/�I�GCE 3�liC/D INN/TLS s ALL SGAING. STRMNG AND PAVFWW wAWNG Swiu K IN CON FO -'.k"ICE WfTN THE CUNWN'T EDITION OF THE TRAFFIC MANUAL. PMJ9P O BY THE STATE OF CALIFOft\%k DEPARTMENT OF • TRAN"- ORTAT04 ALL FAVEM9,NT NAMV04 sS SNItLL tE THERP-3PLAM (D j9hr.61e IAC*N- ljw L//7op � L I UNLESS OTHFRVASE NOTED ON PLANS �17,5 I . IL ALL TTRLCTX)k SOW"G S41AALL SE IN � OW"AftlM WFTH T� ® •¢' S/req/P 5�✓��1►�if�1��erx.C�i�� /7.569 .C.f 1 ' I Of CONTROLS FOR COP4" tJC KIN AND m -TEN !'1CS WON+ac :ONE TME cOPt,TTIUCT1pN SICI+ - 3 s►IAu HAVE ORA-4WQ� .<' IV* P05 L.F I7. ALL OOMUG,"" tm0 100 PAtTu'!I!T 0%", S SNwt � © T�f3�3c 59 26 OR crxD t TO COP ANY"of wOAt ANb MOR TO IC Dr€"='fit OC t 8� �d J1�/fi1� Lix fro,l.F N 3 a ALL 0""", mOGATED ON D ST'+ vw_m O"W" wou. w TO THE SATIFTALCTION OF THE COuteTr EWOP. lr" M I d $in /e GL�/fe�' A�//fte .Cit /00lf F- 9 R Alr'JMIr OCNR� A�!«+�♦E.A�•�ADES T1TE I ANO eF LtlEO « AMM"A IF WrTH THE CALTR4� STA.►rkRD SPECOFICA T1oAM STS �p f i SKTKN ,2 3_ATN:S7 EDMON'A 10 AAKNV 90 AAr PAWFI 5 AND PLAV*" VILLOW SEA00W SHALL SE M 1 GOOD OPT"'..TIN 'l CQN"YTICEN AT ALL TSS TI S UP TO FROM TRAVEL W�PARTICUINIY ADJACENT TO M COV4-'TPt CTIQN OF THE ATE " OLK V."n. UNE S rt• AND i W IWE STOW"'ORt!NRCIE SYl IFW SHEETS 7 OF 16 AND I I OF ISS I I! T!! COlfMAX,OF1 Sh4ALL PF VVF K•RARS ALONG TNAVR WAY, fLMEO AT APON FS A4"AY FROM TMtFF1C WITH CRA-g4 CLJ!P AS EACH END I 13 THE Cow"11 ACTOR SHALL MAIN CALTlw" PE1!`ITS A ( TO PLACE CO#4TftCT10N OLW* $ ON MTE?rTATE 10 EASTBCXIND AND WE TS'1!1 1 OFF R^AMOS 00DICATW0 CONSTRUCTION ION* ON I V ETN:-�! AVEtd1E V 14 COM!FTlE"1001 GUCIF W" 0MAT2M!'; DATES OF SES AND • I 1,V ENE 000' RICTION PfFr- IS SHAU K PROVVED AT ALL APPI'Ok!!lwCS TO C001.11TRUCTKO1 SITE I I No ' hl - LEGEN� clTr DESCRIPTION OF REVISION DAT[ A PPRCriRrd I — GiEL/AE•I�'O� 6�i�C/Ar6• 4,10,VY r.0 EW • o Moa.MaTOR CITY O� RANCHO CUCAMOt-40A REDEVELOPMENT AGENCY PACKAGE BARRICADE _ TRAFFIC DIVERSION PLAN C'-/9 T >i�i 11►'/ /lt --� DIRECTION of TRAFFIC 4h STR E E T , SAN B ERN A R DtN 0 AVE. 81 9RIAOMAV ASL 7-11y "lam-5 ® WORK AREA A• AVENUE PHASE I ddL j t J�?'I•EO T.I/'ER Ti�A►'CEAf'T Q FLASHING ARROW BOARD (FAB) ' APPROVED BY. DATE' _ CITY ENGINEEW,11 Aaw RC.E N0.24--663 I ; I , 8 Jw,w-v jwAr&^/c if0IT 41/c DESIGN Y RECOMVENDED4_ ' V u Ar.'w ss�- c✓C �r c�C _ `! f�OSSER F BWl I I i A(p001*7 c/C AOiT CYC � M��y cwA, �•�-� /gyp � � � I�"M�_ I I -S�M�A! w-i,,oT4/c lbf7"�C COUNTY OF SAN -.. it `-%t�1NO CITY OF ONTAJ l0 DRAWN IWO FEAMMEt OUPrOM-TIDY ROAD SHEET i ATLANTA. OEORGIA 303320 . ( - MQ!! 309 - 0100 13 cm f I Cid / DRAWING POO i CHECKED WWALO J. M"ll R.C.E. NO. C-331" _ ACCF FTM BY DATE ACCEPTED BY DATE 2M No. 84 IILU� 70 ' SHEET 28 OF i - • V _ R I 2° 4o so GRAP SCALE % aDiD y b 1; k PAVFAofF(/T o REcOArsTRezc770Al h W y Z F- PVMT / EX/ST B61C -- - - - -- 7- - -- - - -- _ - - _ _ E ST/N6 $TR/PllV6 TEMPORARP grWIPIAIG 600 FEL T LANE CLOSURE _ l LTIL-ANE I-YY. Peg R.C. 97-07 4/2 PHA 5E 1 O E74/L 8N T. // FA4 L/M/T OF �"- a50p, M/N. H/OR/�C AREA G! 'TRUC770AI SM /5*85/8 *a4-*-v. N Z ' ( A Ir w 400M lie - - - , - - r200.00 /71,00 /b�•G}7 f•-- L5 ' - -- --- --- ---- -- -- -- �► — — — Gommmom CfiVTEF�Llow son qwmm =milk WPM irrE p TH UT -� a" om - --� EX/6r fZic YV7 v Q CiG Ex /�' SEE TwBLE FOl� Ct�irE/ A►'/.3 .4 Cb�'E �f-//yt'N'/OE OEL/NE9TI7.� 5'rp�C/iYG' �y . C/ W/ E T t9XE"�►�P I LLc,Ch er,0f/ /; 5 '.e'C'/ G t TEMPORA R ZANE$ ALGLYG' T�'.!'G'firT. .glGl�'C Ti '' N .� TEMP 4 Dom- 1rELLow STRIPE TEMP4" StNC�LE QAaHEfl WHITE STFZIPE, ?'Lt�t� a F7 SKIP 5E�1���EFdlQ 'E- GL/�YEAlI�.P TEMP4'60LID wHITE Szt�tlpE. t - 40 ZIP 440 e0 t I TEMP 4" DM WL I D YG LOW 5TIZ I PE I I T A I N�l?F TE M� �4"�I D W N 17E STfZI PE• co�e�c Cit SN c .n �. I NACUK 1N THI5 AlrW TO PRPOVIEV W/ 4V CDNTINUOUS ACCESS TO Pf��PIr�'r`I. w' S'�g9�sfid R/.i►' yr ---- ' IA _.. / - _ \r- AWF )WA C,PXY 49SI-14C Al/&T/CA NlE KK"Y. . _ PrIq R.c sTv. t/0 o ---- - — - -- •� s �.� L4 +OO 25 rG0 26►pb e,7#,00 ' 28 400 1 S/ too _qP*Lo - --- - ----- ----- ---- � ---- ----- ----- ------ v ...�� ,cylsr w sT�/P/mc �I I A�/E ku W41I SEE Ti4BL£ FOFT CYwz/ EIC 16TI N G Lewttrf ' E T.�' 1 E ' CSN£ ( G?EL/iYE.4rU.�P 5'r�'.4'C/.�'G E/V 7X,4/4CE p AfIA�G rx.m6Nw wE N4TE5 SNOT is) t ' b DESCRIPTION OF REVISION DATE Ctwo��IAWT ITY • 0 OR D AMR r� � ' _ .A CITY OF RANCHO CUCAM 0 N A . -. orl7crom OF TRAFFIC REDEVF ,. OPMENT AGENCY PACKAGE TRAFFIC DIVERSION PLAN wO�:K'ARFA 4� STREET & ET!'rMA N DA AVENUE(� FLASFlG ARROW WARD (FAB) � PHASE ]I COUNTY OF SAN BFFMARDINO, 40 APPROVED BY. DATE. / T.I�ER 1 '!' 7- � : i - CITY ENGlkEE RC.E NO. 'W AfA.pA! 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DEL/iYE.4rOA' S�Ci�'G' � b � �E .4.41'EFAQ lL�✓E/ � Q � //lAYO T4NCENT. t .r � J GSL//t'E�4TGtfT 5p�1'/rYG (SEG NoTEmb SHGET V) Z 4 LFG SIGN DESCRIPTION OF REVISION DATE CITY •�rE v • CORE, OR DELVI"TOR CITY OF RANCHO CUCAMON A � A✓PV-7� T1s moi- TXs Qr! !//7��'/Y�► Ta!pele- ' BAR'I'ICADE REDEVELOPMENT AGENCY PACKAGE COnlir/ G�rIelrs roW7r,0), %9SS "/ olbn a-+ DIRECTION OF TRAFFIC TRAeFIC DIVERSION PLAN � 1 4 STREET 71 ANDA AVE WORK AREA a E NUE ®� - � FLASHING ARROW 80ARfl (FAB) PHASE II APPROVED BY: DATE. �o � 2 . CITY ENGINEER RC.E N0.—_- Jw411pw jwAr4 /C iO/!:r,410 DESIGN 'k RECOMMENDED ss,w�w ��r. c✓c ��r. c✓c R�SSER tiN�?�P - -4'00'" .icosr c/c At"or c'✓c - i C:(Jl1NTY OF SA �IA�RDINO CITY OF ONTARIO DRAWN E �o0 ►�ACKT �► au� -�► ROAD SKEET ATLANU. GEORGIA 30-194 -16 or 904) 39 CHECKED 9 - 6400 OR/!WING NO RONALD J. M0898 R.C.E. MO. C-33f" ACCE'P'TED BY DATE ACCEPT71, BY DATE DATI. /T BILE N0. 86064,Z4 SHEETS OF .I A k