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HomeMy WebLinkAbout1339 CONSTRUCTION QUANTITIES SHOWN HEREON ARE ESTIMATES ONLY. THE CONTRACTOR CONSTRUCTION MUST PREPARE HIS OWN QUANTITIES AND BID A COMPLETE JOB. 1. ALL STREET TREES ARE TO BE PLACED IN ACCORDANCE WITH CITY STREET PLANS STANDARD 4.94. P1,A14. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARDS INDEX OF PLANS(� GGGRB!'Wo TRESPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. .. CONST. STREET LIGHT (TYPE AS SHOWN ON PLANS). `RFs `/CAA . CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR TO BE INSTALLED BY S.C.E. & PAID FOR AND � LO ' � ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. (SITY STAND 7*, CUOR'tINATED BY DEVELOPER. SHEET NOS. DESCRIPTION 57 EA 9 2 CONST. CONC. ACCESS CURB PER GITY STD. 302. 1 TITLE SHEET- General Notes, Quantities, Construction Notes & Index Maps c No.2 C 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER 3 CONST. CONC. CURB (8"CF) PER CITY STD. 301- 33 L1, Exp.3-31-07WITH 11 T POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT 3,086 LF 2 TYPICAL SECTIONS -Arrow Route, Milliken Avenue, Jersey Blvd. & 'Boston Place C • SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN 4 CONST. CONC. CURB AND GUTTER (8" CF) PER ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE CITY STD. 303. 9,718 LF (D- DETAIL SHEET- Miscellaneous Details ' , Gl�fila ``h �' BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST _ OF PCU r A RR O H►° H Y. ® g TO THE CITY OF RANCHO CUCAMONGA. 5 CONST. DRIVE APPROACH PER CITY STD. 1d1-C �R� - SF 14,623 7 4 5 6 STREET PLAN -Arrow Route � ; 6 CONST. CURVILINEAR SIDEWALK PER CITY STD. 304, �QF E�=� 2. FERTILIZATION OF ALL STREET TREES SHALL BE PER THE 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL 310, AND 311, AND AS DIRECTED IN THFIELD BY 7 8 STREET PLAN - Milliken Avenue t ®�' RECOMMENDATIONS OF AN AGRONOMIC SOILS REPORT FURNISHED FAMILIARIZE HIMSELF WITH TH THE, CITY INSPECTOR. �� ® �® V •4t a, E SITE AND SHALL BE SOLELY RESPONSIBLE 1$,900 SF TO THE GITY INSPECTOR, fKtOK iP C�M�1�-tet rxjc -t� Pc.1+�cl�ttN�t. FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR 7 CONST. RAMP PER CITY STD. 310. 9 10 11 STREET PLAN -Jersey Boulevard f INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITEIS 1,001 SF ' JERSEY BL VQ. ARE SHOWN ON THESE PLANS. 8 CONST. SIDEWALK PER CITY STD. 310 AND 311. 12 13 STREET PLAN - Boston Place • 2.4,108 SF V/NG�"NT' FTII.Ullla OF THE 9 CONST. 2" X 6" REDWOOD HEADER. '� A.T. E .f , 3,468 LF 14 --- STRIPING AND SIGNING PLAN -Arrow Route , AVE.' TTKTT�cc nmTxL�DTATTC+L, �T�mr.r. 10• CONST. 4" A.C. OVER 7" A.B. (CLASS II) ! 1 „p I W 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 28 110 SF �-3�l ' -r 8 t�} STREET' �, R. R. �. ,�-( T Tfl P • 'f D QC•lf3l�G. ) I' v l �' dNL'f'. ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR " r 15 STRIPING AND SIGNING PLAN - Milliken Avenue ' 4 11 CONST. 4" A.C. OVER 8 A.B. (GLASS II} w CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR PAtw( CEL M P 11 91 14$,165 SFS v w 4. ALL STREET TREES ARE SUBJECT TO INSPECTION AND ACCEPTANCE ,. 12 CONST. 4" A.C. OVER 10" A.B. (CLASS II) t` r �. 7fh ST. RIGHT-OF-WAY 303,200 SF MEN 16 STRIPING AND SIGNING PLAN -Jersey Boulevard l ��, Q 7th �: H BY THE CITY ENGINEER. • 13 CONST. VARIABLE THICKNESS A.G. OVERLAY PER ST' W T ,7" T $' �"DG/L !1 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. r "� STORM DRAIN PLAN -LINE "A" "A-1 2 3" AND "G" 1� �.�� aC aCw'IlkP VIN KDETAIL,SHT. 3 (0.10 MIN. OVERLAY WITH HEADER El_ f f ' A Z ® W (L R PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT GUT TC? JOIN). � 3 k 0 1' ST EET /U41W TREE QUA/VT/TY / E ^ntN. 1,2$0 SF 18 STORM DRAIN PLAN -LINE "A", 'B", "B-1';."A-4,5;AND "H" m � p h p -5PAC/N POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE 14 SAWCUT AND REMOVE EXISTING A.C. PAVEMENT. JER$E}� ,BLY1�• / 6?S7,fMOR/1,,0169 �W. /5 CRL. ZO, O/C THAN 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED SF 5B,S40 BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. ® ►• o !�, • L �f'E/t//,Jv�': 4PAKI.Rl/,�/T®A/ POPMWa--9 e32.2�' E,9. /5 SAL 25 O/C 19 2Q STORM DRAIN PLAN -LINE"A", AND "A-6"THRU 13" � 15 CONST. BARRICADE PER CITY STD. 404 AND 405. � a. I, ! 3 EA �9Fc'ROIy iPOUTE L/Q1/D�??/BA S'TI�f'ACN/F!!/,P"RID "P E�9 /5 GAL 2$ o/G _6. ALL SEWER WATER ELECTRIC GAS PHONE OR OTHER UTILITY LATERALS 16 ADJUST MANHOLE FRAME & COVER TO GRADE. 21 STORM DRAIN PLAN -LINE"C", "61,2,3 AND "C-9" / f f 9 f f 1G EA MA ARR19LV�ROLI,T,E' L/QdtMr1BAR SMMKACHIF144 Fes' MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. • d E�4.. /5 rAl- 25 0�� 17 ADJUST WATER VALVE COVER TO GRADE. 96 EA n n TIC-4,5,6,7,811 n it (� W(IrY „ I 18 TO BE RELOCA'T'E 22 - STORM DRAIN PLAN -LINE C , AND LINE D ♦ /N1LLIkEn� .�c%'. �,tiQuraJ4N It S7YRA401Fcr1A P D, PAID FOR AND COORDINATED '�' j�K I�Gi/,, 'CfaG�r-1'f'.) f? oA- /S 641- 25 l lG 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BY DEVELOPER. -_- EA 23 STORM DRAIN PLAN -LINE"E" CONSTRUCTION NOTES '�'•� ® dN ,. �I�t15C.�.h.tC A I Co 2dt 4.4 . ,� 1W1Z1lhZ1_V,4J/� CYQU/O�/Y1BA�f'<Sjl�('�9�'r�/flU�f3?IDI�T /1. /-1-"L 251 O/C BAC KFILL,COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL 19 TO BE RELOCATED BY WATER CONTRACTOR, PAID PLANS N J�-RS�Y �Gvp. LA��ERSTRoFNIA lmp/eq �, ��, a AL I , 20,E/G BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A FOR AND COORDINATED BY DEVELOPER. 24 STORM DRAIN PLAN -LINE"F" trS=A aRA WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED TO --- EA S 20 PROTECT IN PLACE. --- EA �j�LLlt .Qt/�: 0RAdYre,91r41,v AOFUL�VAr15 .fig ,EA. /5 GAL- 25 11�G THE CITY ENGINEER FOR APPROVAL PRIOR TO THE PLACEMENT OF BASE 25 ---- STOCK PILE AND EARTHEN SWALE PLAN MATERIALS AND/OR SURFACING. 56 CONST. FULL DEPTH AC PAVING 740 SF M!X 5p% 21 CONST. DRIVE APPROACH PER CITY STD. 305. � �f}f SIZE 200 SF 26 RETENTION BASIN PLAN 7 22 , _ CONST. UNDER SIDEWALK DRAIN PER CITY STD. 57 TO BE REMOVED BY WATER CONTRACTOR, PAID FOR t 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE I A47-,6IeNATE) AND COORDINATED BY DEVELOPER ` SUBMITTED TO THE CITY ENGINEER; LIST ALL TESTS OR DETERMINATIONS 507 (MODIFIED PER DETAIL SHEET 3). 1 EA 27 THRUM 32' REFERENCE GRADING PLANS 58 CONST. RIVER WASHED GRANITE COBBLE STONES: CASE I FSS COMPLETED TO VERIFY BI GRADATION I ua�. STABILITY OIL CONTENT AND GRAD N OF 2 23 REMOVE EXISTp BARRICADE AND SIGN. GRADE T(3 DRAIN TO�V�IRDS T! Q �Rty<5E ASPHALT PAVING. 1 EA OTE6 ._.____ _ PER CITY STD. 537, 2�/® 2 24 CONST. AUTOMATIC RAILROAD CROSSING GATE � STREET FROM CL OF STREET. I32C} SF .�.5IA/ sf/vu��l oA( (PAID FOR AND COORDINATED BY DEVELOPER & 9 g �;% INSTAL!. $TREST -'Rst=S PEp, GITY 5-TA"pdAR"t75 AND f'A'fH _ INSTALLED BY A.T. &S.F. RAILROAD). �J 9. PRIOR TO INSTALLATION OF ANY PAVING A MATERIALS REPORT SHALL BE . 4 EA �� DESIGNATES STREET PLAN SHEET NUMBER STRtc T TRaE S'GHot w-sr" fir_�N. ZJ I SUBMITTED TO THE CITY ENGINEER; LIST ALL TESTS OR DETERMINATIONS 25 CONST. RUBBERI7ED RAILROAD CROSSING PADS ELS T JC/ST. St E�1" tL,l NT° Tt7► D E �(° COMPLETED TO VERIFY' THE R-VALUES, THE SIEVE ANALYSIS. A S.E,OF THE Y DESIGNATES STRIPING PLAN SHEET NUMBER R / - I I AGGREGATE BASE. PAID FOR AND COORDINATED BY DEVELOPER & N� PATO o otN T$p Y p t INSTALLED BY A.T. & S.F. RAILROAD}. OA � PERFORMED N ACCORDANCE WITH R-VA 83 LF Z DESIGNATES STORM DRAIN PLAN SHEET NUMBER 10. PAVING SHALL BE PERFOR E I LUE AND t I�M�V�• �1�tfJd� o�JD �ou�l" ?�l� `tGr plziU�. APPROACH �R �` taF'.4/NAGE D/TCf-1 g � I 26 SAWCUT& REMOVE EXIST. CONC. SIDEWALK. C.tt'( f�'CP. !Dl , Vt/r � R=fit -tee- sr. Toa �7 27 SAWCUT& REMOVE EXIST. CONC. DRIVE APRON. -fid-}- SF 1 801 7 D �`- t VE p(�pA �d•1p }2E� Wtfl�f GuleQa4'G-�T PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO 0 U �"' _ ___ FINAL PLAN APPROVAL). 4 �It7t1At,K, {�1' rr�arc.�at�drJ. nna-Tc�Ft �rt'w� _-- 28 SAWCUT & REMOVE EXIST. CONC. CURB & GUTTER. -1.-01- LF 350 �7 29 CONST. CONC. CURB (6"CF) PER CITY STD. '104 _ _- __ __ -_ __ __ __ -- 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS -„1-9'S'- LF 252 a 30 CONST. TRAFFIC ISLAND PER CITY STD. 314. °-- 1 -- �'""- --'-'- -- -® - -- - -- OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY 2 EA REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE"AND ALL , 31 INSTALL 1 1/2" GALVANIZED CONDUIT WITH PULL `�.-../ L/NE rr 24 t ROPE FOR FU'T'URE SI �� VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF t A QUALITY BETTER THAN THE NATIVE MATERIAL. L INTERCONNECT PER ► �` t CALTRANS SPECIFICATION NO. 86-2.056. 3,731 LF 13 12" 11 1%6)t 32 INSTALL NO. 3 1/2 PULLBOX PER CALTRANS STD. � ZQ 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS t I STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. DWG. NO. ES-8. 23 EA 33 TO BE REMOVED BY SCE, PAID FOR AND COORDINATED t SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURERS RECOMMENDED j t LINE rr® t . RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING. BY DEVELOPER. ___ t[ . EA 3 CONST. 6' IIIGII AWl CHAIN LINK FENCE'(WITH GATES). 2,550 LF t t 13. ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE t CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE HIS 35 CONST'. TYPE 15 LIGHTING POLE WITH 15' LUMINAIRE ARM AND FOUNDATION PER CALTRANS STD. W 14 OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING PLAN #ES-6B. 2 EA t j C1 ® A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT 36 CONST. TYPE 2G-4-8o SIGNAL AND LIGATING POLE i SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE I 4 CONSIDERED AS INCLUDED`IN THE OTHER ITEMS OF WORK. WITH 15' LUMINAIRE ARM AND FOUNDATION PER 3t ' 3t - 18 , - CALTRANS STD. PLAN #IES-GR. t t 1 E A .-' 37 CONST. TYPE 29-5-80 SIGNAL AND LIGHTING POLE 15 ® L ®N 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 WITH T. LUMINAIRE E ® I "� = -- N AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. ARM AND FOUNDATION PER CALTRANS STD. PLAN #ES-6RA, t t 7 I aA ®r 1 E A t ! �,1 15. 38 INSTALL 22,OOOL KIPS STREET LIGHT (CUT-OFF TYPE � � CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM 4 ' RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION LUMINAIRE WITH P.E. UNIT) AND 2" CONDUIT SWEEP. 4 EA 4 t I"= 300 � _DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN ` t 39 ADJUST EXIST..MONUMENT TO GRADE: 1`t= 300 I J 110 6 REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR 2AEA � � . �`a C? APPROVAL. A40CONST, 2" AC OVER NATIVE. 5,880 ' SFt 20t W u rr J 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN , HAZARD 53 INSTALL 15 GAL. STREET TREE PER SCHEDULE ON SHEET 1 "`: t 19L/ Q. FREE, ORDERLY STATE, THRO19 5UGHOUT, CONSTRUCTION. SITE SHALL BE STRIPING SIGNING L • ► __ _ CLEANED UPON REQUEST OF THE INSPECTOR. 41 PAINT 4-INCH WHITE DASHED-STRIPE WITH TYPE "G" 7 ..I7 17 MARKERS PER CITY STD. 407. .... -- n' BLVD, - 2 4 617 ` t 17. CONTACT UNDERGROUND ALERT 1-800-422-4133 ORKING DDAYS PRIORTHE TO18 t UTILITY COMPANIES AS REQUIRED, Q LI -- r EXCAVATION• 42 PAINT 4-INCH WHITE SOLID STRIPE WITHOUT TYPE "G" r 6 .-' MARKERS PER CITY STD. 407. 6 I ,- ,,.- f O 5,000 LF 43 PAINT 8-INCH WHITE SOLID STRIPE WITH TYPE "G" E, trC n ,,, MARKERS 9 r -'' r L l - - PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: R ERS PER CITY STD. 407. 11400 LF - - __ _ -- ,--' --�"' A. CUCAMONGA COUNTY WATER DISTRICT 44 PAINT 12-INGII WHITE SOLID STRIPE. 348 LF J S Y ___,. ERSEY-- _�,.. ®L- /Ne t O 9641 SAN BERNARDINO ROAD z nQ It Is t im RANCHO CUCAMONGA, CA 91730 (714) 987-2591 ®_ -® .-® � I � CONTACT! JIM CLINE 45 PAINT 12-INCH WRITE SOLID STRIPE t�'VITII TYPE "G" 22 - O L / E MARKERS PER CITY STD. 406. -0- LF tN tf B. CHINO BASIN-MUNICIPAL WATER DISTRICT ° r 8555 ARCHIBALD AVENUE 46 PAINT DOUBLE YELLOW SOLID STRIPE WITH TYPE "D" ° ° ` r MARKERS PER GITY STD. 407. ° ,t RANCHO CUCAMONGA, CA 91730 (714) 987-1712 3,131 LF ° 2 CONTACT", KEN PETERSON f !,u / r r! it 47 PAINT TWO-WAY LEFT TURN LANE WITH TYPE "D" �• 24 23 22 t . ,,LANE f/ °� C. METROPOLITAN WATER DISTRICT r P.O. BOX 54153 MARKERS PER CITY STD. 407. f 1,585 LF8 �3 a) / 1:` /1�` / •,H „ ANGELES, CA 90054 (213)250-6 2 4$ PAINT LEGEND/SYMBOL. /�E / LOS A , ,. 29 EA - � 21 �. t °� r! ' CONTACT: ART KNOOP 49 PAINT RR XING LEGEND. 1-1 EX.3,3' STORM3 EA ► i� co)'�"` � 714) 949-8208 50 INSTALL STREET NAME SIGN PER CITY STD. NO. 501 DRAIN D. GENERAL TELEPHONE AND 402. 5 EA CONTACT : ARTY READ E. SOUTHERN CALIFORNIA EDISON (714) 947-8227 51 i INSTALL TRAFFIC SIGN (AS NOTED ON PLAN). i-&A--� 103 EA. � rr ®® CONTACT; MIKE BEARD All, L / E C AS 52PAINT 4-INCA YELLOW DASITED-STRIPE j1'ITII TYPE "D" ` °° ° & C. � '° �J ° EX. 80" ST®R DRA/N F. SOUTHERN CALIFORNIA GAS (714)634-3 r MARKERS PER CITY STD. 407. 1,300 LF � r !� 17 (DISTRIBUTION) l03 IA_%AsU, WI iP WHI-re t.,Aw Pi11Y 5'(I?. t33 W/30/03 &��_I,KV115AL4­ `� '4\NHIT6 00L40 L,11,115 . `. `� � � CONTACT' BILL ARVIDSON 1 �iIVW G 01(aIJC5) ahi ""! � L4&Hr P01 M� (�p� ��. ,1' L/ G. SOUTHERN CALIFORNIA GAS I �*44/AROACI} FAVi51Wf D GAG 5fp. pwi D. v � L/N (TRANSMISSION) CONTACT: G.T. NI.CHOLS (?14) 529-2889. �. _. _ _. EX. 48" STORM DRAIN /4�EL'/.S'EQ ,6744 7-Af z21f54/0/STiP��TeI1 /VO.�a' fi'11P 5 54' REMOVE EXISTING TREES 14 .EA. ,. � p _. ®® n °PAY/uD /VOTs /.5- 23 z� 2.5' REIT/SEl7 L/�t/�' 'C FRUM 5T.9. 9�`G4?.57 TO".STA. OAK //¢ �, 55 CO"5T PORTIOXI OF APRIME .4Pfi4'IJAGf/ RF11' C/TY STD. 305 20 SF f� 7 .. . E �a....�. NffrLAREVISE KEETS l 5,(ci,7, Flo it A ,Cs 13 �Att .Fof� �EGOCATEO //it/E 'C-/'/ REli/;SED COrt/ST. NOTE'/t/D.841; / - ave of tIN Ply PSD au- o�PJ�a.1T ac•taun -SH - C s MT I, REvts lore s '� Ai , , 2 27 89pR9R- • AP tpnt5,-ntTioN p� .PEI�/SE'D t/.5.�STA. 9+�G3.Z�1 FROM✓.S..TY.47E.Q TOSS_ /Y/'E B; R-M E PUBLIC PRIVATECe �� REE Sc F aE !a-It- fs0 ft 'aIL a All M M Ml N a't` 5 FdR STREE'T.'PLAw •a►N D trrs E T X STORM1PLANS- STO DRAIN PLANS (CONT) �� �� DESCRIPTION OF REVISION DATE APPRovIEa. SYSTEM SYSTEM DE_SGKtPTtoIJ e F RF-Vt51oN RATE yEp PINT ZouS.pp � LoTht/K R, 2 t7* . iy vt.ta to r t3 ZPIT9KP 2 A , 6Q CONST. 60 RCP(D-LOAD PER PROFILE). 6,T7 LF 0 LF .r rr r 76 CONST. UNDER SIDEWALK DRAIN PER CITY. STD. � . � . NO. 507p PRIVATE ENGINEER'S NOTICE TO CONTRACTORS Am"go"NGA 61 CONST. 54" RCP (D-LOAD PER PROFILE}. 545 LF 89 LFKm EL E A`* ff-s ` 19 LF 0 LF F 5E�' REVLSIC)l1/S C)N-$l-IEET' /,O l! ' I T Knt# v Uvililommv 62 'CONST. 48" RCP (D-LOAD PER PROFILE}. 274 LF 199 LF 77 CONST. MANHOLE"A" PER CITY. STD. NO. 510. 10 EA 6 EA ODONNEL.L, ARMSTRONG., The existence and location of any underground utility pipes or structures 7 FOR DR 94-06 THIS $-3r 9 - 7$ CONST. MANHOLE"B" PER CITY. STD. NO. 511. 3 EA 1 EA BRI HA PARTNERS shown on this plan are obtained by a search of available precords. To the �� ,��, /it/E e-z, 63 CONST. 42" RCP (D-LOAD PER PROFILE). 904 LF 5T0 LF best ®f our knowied a there are no existin utilities exce t as shown on �/ 23.•� /2•'7- �p • �,-®r 79 CONST. JUNCTION STRUCTURE "A" PER CITY. STD. 07 DUPONT these plans. The contractor is required to take due precautionary �'�ib/Ol/�" �,Y/,ST//YG T,P� `S .SSirE7 /Ofydi/1/� '�H"� 01 Ktr.T. STREMPIN G 0006% ZA3TV"RN 0D RAIN& 64 CONST. 36" RCP (D-LOAD PER PROFILE). 407 LF 5Q7 LF J " /2-5-moo rP NO. 508. y 3 EA 3 EA IRVINE, CA. 71 measures to protect the utilities shown and any other lines or structures W ONh, J' •, 65 CONST. 30" RCP (D-LOAD PER PROFILE). = r, 146 LF 908 LF gQ CONST. JUNCTION STRUCTURE "B" PER CITY. STD. C7I 5 I-O I I I not shown on these plans. `P p v.S'.y�F7S- / & 1MVKVVtMtNT P&LAN baft FoOft Rlk �8 /D //• � -r 66 CONST. 24" RCP (D-LOAD PER PROFILE). 448 LF I?014 LF NO. 509• 2 EA 1 EA All contractors and subcontractors performing work shown on or related CITY "► �, 81 CONST. JUNCTION STRUCTURE NO. 4 PER L.A.C.F.C.D. ASIS OF BEARING: to these plans shall conduct their operations so that all employees are DECF�'!�'T/A F REV/ /Q DATE �p� aiiiiii M Mon. All mm A All Oft 67 CONST. 18 RCF (D-LOAD PER PROFILE), 95 LF ale LF .,. THE BEARINGS SHOWN HEREON ARE BASED UPON �68 CONST. 12" RCP (D-LOAD PER PROFILE), Q LF 664 LF STD. NO. 2-D-193. 2 w EA 0_ EA THE CL OF ARROW ROUTE BEING N89°27'50"E provided a safe place to work and the public is protected. All contractors m ...w._. ,._,a and subcontractors shall comply with the "Occupational Safety and UNAUTHORIZED CHANGES USES 3 � ^„p,nT 11�4 „ „ 82 CONST. BRICK & MORTAR PLUG. 2is 0 ~EA g EA AS SHOWN ON RECORD OF SURVEY 22!86; Health Regulation of the U.S. Department of Labor, and with the State of RECORDS of SAN BERNARDINo COUNTY, , „ CAUTION: The engineer preparing these plans will not be responsible _.._... 83 tr / µ California Department of Industrial Relations Construction Safety Orders. „ ,_�' 4 ,• � REMOVE EXp 48 RCP. • . ' 70 I Apo CONST. 18 CMP (GAUGE PER PROFILE}. _ 50 LF 0 LF CALIFORNIA. p y �for or liable for unauthorized changes to or uses of these plans. .,., 0 LF._,...� -.,-E,Z�.. F ,._..�.- �.����...�_k��...� .,�...��,��� __,.__. = .- . ,._.__ -- _y. . _. .___ . .� , � g _ p APPROVED Y. ,.: T �� VE EX. 60 RCP. PoRTIll rO�ERE�0C,4TEo The civil engineer shall not be responsible in any way for the contractars � ASNEC.1 2Q LF Q LF , 71 CONST. CATCH BASIN NO. 1 PER CITY. C l 84 _RI_ _ t J and subcontractors compliance with the"Occupational Safety and Health ___r._w22397 CITY ENGINE a. R.C.E. O. STD.NO. 502. 11 EA 1 `EA 83 REMOVE EX. CMP INLET. _:...,,m 2 EA 0 EA Regulations" of the U.S. Department of Labor or with the State of 86 CONST. NCH MARK: California Department of Industrial Relations' "Construction Safety Orders." `e Canstruction contractor agrees that in accordance with generally accepted construction DESIGN RECOMMENDED 72 CONST. CATCH BASIN NO. 5 PER L.A.C.F.C.D. STD. CONC. COLLAR PER L.A.C.F.C.D. NO. 2-D164 (ONE-GRATE). 2 STD. 2-D93. (CITY OF RANCHO CUCAMONGA I practices,construction contractor will be required to assume sole and complete responsibility for ¢Gt:Na.tb395 0 EA �A 0 EA 1 EA Contractor further agrees that he shall assume sole and complete re- ,y TPV,7✓ �. D&A rr 8.M. 119-A s onsibilit for •ob site conditions during the course of construction of . job site conditions during the course of construction of.the project,including safety of all persons ® ` ` C,f7 ,;:F N , "N�, b=f R 4 A N U: A N D S u R a E Y 0 R 1 73 SCHM CONST. CATCH BASIN NO. 5A PER L.A.C.F.G.D. STD. 87 CONST. 4 P.G.C. SPILLWAY PER DETAIL ET BRASS DISK IN TOP OF EAST END OF SOUTH � y 1 g California C®Uf1Cll ' � G• ��' •m4p NO. 2-D195 (TWO-GRATES). 0 EA 2 EA ON SHEET 26. 0 SF s,;?3s SF NGRETE END WALL OF TWIN 2 FOOT ARCH. this project, including safety of all persons and property; that this require- and property; that this requirement shall be made to apply continuously and not be limited toSM 11011-71111110 q DRAWN _ _ SHEET meet shall apply continuous) and not be limited to normal working hours' normal working hours And construction contractor further agrees to defend indemnify and hold of I 11 Engineer/` env 10% 74 CONST. GMP INLET PER DETAILS ON SHEET 3. 0 EA 4 EA p 111311 ULVERT, 8.5 FEET SOUTH OF SOUTH RAIL., pP y y 9 g g , y t 88 CONST MANHOLEPER CITY STD. NO. 511 . M A U R I C E M U R A D / MODIFIED PER DETAIL ON SHEET 3. ! 0.75 FEET WEST OF MILE POST 95, 115.5 and that the contractor shall defend, indemnify and hold the owner and design professional harmless from any and all liability, real or alleged, in -onnection with the & t/ Z FJ ✓ OF 75 CONST. LOCAL DEPRESSION PER CITY. STD. 1 EA 0 EA FEET WEST OF ROCHESTER AVENUE, 54 FEET the engineer harmless from any and all liability, real or alleged, in connec- performance of work on this project,excepting liability arising from the sole negligence of design NORTH OF C. PAVEMENT OF STH ST. AND 2.4 CHECKED DRAWING NO. Na. 58. ip EA 0 EA 89 CONST. LOCAL DEPRESSION PER DETAIL ON tion with the performance of work on this project, excepting for liability professional. 33 a .- FEET BELOW TRACK. p R.C.E. NO ~ .V_�. p.... ,. to . ..e x_ 1„_ EA A arising from the sole negligence of the owner or the engineer. `------ -- - - -- ill 3 _ . n; _.._,, ��� DA fes►..2�- Eur -3c�_'9c► 90 0.� REMOVE EXIS T� PLUG, i EA. 049X1,✓EC7 TO EX/ST.'C.B. veA G.A.C.�;"C,A.STD. .P-I�2Z4�. 1 EA' , _. 0 EA 9/ - C-EV. = 1 t 19.68 3 R/W R/W R/W R/W 47 W /3 47 /3 �° O 5¢ � � Q 3 3 �F i �4 W 47'/B 2 / MAX. L E'YEL L/NE O .o L E VEL L/NE ' /2 /2 /2 23 7 � CPA 2 �- 2 /O" AGG.PEGAT B S /gi A /O"AGG.QEGA7E BASE �i � � % C(/iPV/L/NEAR 3/aE/YAL/1' n' n' O © Cr/'Pti/G/NEAP St/G!E'/Y4lJI' PER 4r/Ty STD. 30¢ L EYEL L/NE �.5 r —/ sq LEVEL L//✓E o 0 ERC/TY 370. 'J 04 �/ � �s 1� Qy, 2 / MAX. =77J 8"C41MB G4-IrMP 0" MAIB ONLY 1 19 REDWOOD D 3 I4 HEADERPERC/TY3TO O/PER C/TY STD. 303 LPY/EiPiPY/L C/N/TE Y.4,PSTD�Y4 �o 300 B CURB GUTTER 4 N 1 PER C/Tl' STD. 303 /Z N ^emgmewr D E.0 I�.4R/ES /O AGGPEG,4TE BASE � L + � 'ONC. MAW Gl/TTE%P PLR C/Tj' 9T0. 303 M/L L /KEN AVENUE Ti W9 R 56 ARROW• ROUTE T./. = 9 STA. 65123 .83 TO STA. 67175. 83 = SCALE STA. 85�f-00. 00 TO STA. 86f77.58 R 56 HOR/Z.• /"=��_ /01 AND STA. 89 f 98.58 TO STA. 9 4 t 92.97 VER r.• / - 2 SCALE HOR/Z.• /"-/0 R/wR/w ¢ VER r- 2 Rlw 7' S!o' S!e' 7' 30' S0' 1 7' 7' 1 1 /Z' /8' 36' o GB9l�AMOMN E" BELOW 7Z 4 I le' /Z' /2' P./ GEYEL L/NE LEVEL L/NE / iw"r o O \ 0/2/Z 4 /D AGGREGATE dgAS D AG .PEG LEYEL L/ ej e O 2:/ MAX. OGY/•P!�/L/NE9.P S/DEiY.9Lif � PER C/TY STD. 30� Z y CURD/L/NEAR dWWAZIr© ¢:/ PER C/TY STD. 304 S RE , \ G '. 1 />WOOD - �. fU�PY/C/it/EAiP /DEwi4LIY 8" MAW GUTTER 1 NEi4l�ER / 9 I PEiP 4-17-Y -67-0—30¢ 6 PER C/Tl' STD. 303 ¢ d CU�PB ONLY 3 '� PER C/ l'S 3 �/ /Z 4"A.C. PAYE.NE.vTOI�E.e I — PER C/TY 3729. .?D/ YAR/E� /O"AGG.PEGATE B'4SE I ¢ 8"C0Ne7 CURB rUTTER PER C/TY STD. 303 MIL L /KEN AVENUE r/ - 9 ARROW ROUTE r/. = 9 STA. 68*66. /4 TO STA. 72163. 14 R - 56 •STA. 88*58.58 TO STA. 89 f 08.58 R - 56 SCALE HOR/Z: /"= /O' SCALE VERT.' /"= 2' NOR/Z.' /��_/O VERT.' / = 2 R/W I� RII/w iP/W R/W /2' /2 /Z' 20' 7' 7' G/' G/' 7' / ¢, 9, 10./2' O/2' 050 , 1 O ` I /O"AGGREGATE BASE � � O /of /'� m LEVEL L/it/E P o L E VEL L//VE LEVEL LINE 1,5°I, o /,5 �L EVEL L//VE _ ?y MAX. 2� N 0 0 57 N 2 / MAX. 19 REDWOOD �• HEADER •r E�t/T O!/E�C PERY/C�YASTO�O¢ N (O • /2 4"A.C. PA!/EM © 17Y S . -30'RL/Y SPY/L/�YEA�Q S/OEiY.�.'/f YA tiES /O"AGGREGATE ROSE ¢ q=,P C/TY STD. 303 T PJ:`R C/TY STD. 30¢ B"'CONS• CU.PB�GUTTE�P I /z .01W PA/'E.NEAIr 0/'ER PEEP CYTY STD. 304 —� r =9 ARROW I ¢ PER„ C/TYSTOO AGG.PEGATE d"f'U•PB �GY/TTER � R=56 A RR OY ROUTE 0.1e gof Jv/ STA. 95f 53. 97 TO STA. 1044-81.78 CONSTRUMON NO TES C/�Y ST303 SCALE HOR/Z.• / /O' 013 ----COM577• CONC. Ca)Q5 �B"Cf.�PE,Q C/T Y s nz-a5v. MIL L /KEN A VENUE r / = 9 VER r: /"= 2' a— CONsr wvc. alre AND cvrrer (,#~Cf) PER C?Y STD. 345. STA. 76*70. 43 TO STA. 80*07. // R 56 � COM57 C!/PV/L/NEAR 5/pEW4LK AtR C/TY STD. 504 AND 3//. SCALE HOR/Z.• /„=/0� S�— CONST S/DEW4LK PEiP CITY STD. 'f/D VERT.' / =2 /0 R/W 60N5T 4*.4,C• OVER 7',4.6. R W RAN/ R/W /l MA5r. *'-44' ovE� 6"A.B. I s QF.�ER3Er BL YO. ii C r S N Cows . 4 � R / A r .� o 88 _ 1 33 /Z E O .S � � 1 � P7 S. OF JEPSEY 8L VO. a /2 /Z /O /O /O /O /2 /2 I 22 22' 1 9 CONS r. P r 6 REDW000 HEADER�� ,!FRSE!' at � ' /2' /O' /0' /2' (5)S.' OF JE�P3EY BLYO I O./o 0,25' 77�A v . 5 ./o V - w 02 0 �• 4 3 ti / b - 0:501f7/TU�PE O b 4 CITY P•/NAX. LEVEL L/NE V p 2=/ MAX. ` G. /MPROVEMEN DESCRIPTION OF REVISION DATE \ 2°1 2% \ /7157 G,POU.V,DAPPROVED. �J !2• / MAX. / LEVEL L/NEITY OF RANCHO CUCAMONGA MAX.MAx i S/DEW�4LK 8 I L J STREET IMPROVEMENT PLAN 1 CDNC MAW dW971?EiP ' 4l0"'.4C P.44EMe&,r 9 I � P M 11891 i 1! 4",qd^PvrlewENTOYER B"A!sIREGATE BASE I i PE,P C/TY STD. 903 7"ACCCp1EB9SE8'•CONlC,�B eG��,eTYPICAL T Y P I CAL STREETSECTIONS ¢ /'EiP C/TY.STD- 303 d,,ewe!Y/.P,�? 6UTTEiP fE.P l/Tf'STO 303 ¢ _ ROF Ess/ JERSEY BOULEVARD rZ - 8 Q,,,�E �v4� R - 56 BOSTON PLACE T / = 7 �� ,� f:� APPROVED BY: DATE: _ CITY ENGINEER RC.E NO. R 56 _ � so22 97 SCALE SCALE , DESIGN RECOMMENrNG ►1D 16395 HOR/Z: / .- /O G 3 '� MHN 7,—7.44-, ,PLS p� � „ D Vti�[l1JAM � , D , ��.JI V i D(14 - VER / _/O VERT. / - 2 * •---- �► � _ VERT: /"= 2' DRAWN +M's 0119(EMME,STE c • CWTAMo m-o"WO91701 SHEET t o 40�0�! arE 2 32 '! OF CHECKED DRAWING NO C.E. NO3 �j 9 s DATE FILE NO l I 82207.2 /O'R..4. EASEh>E/Y7 Q 1 2 ,,''1�t I 1 I I I \�1 I i !O'RA/L ROAD � e 4 COURSE GRA!/EL VAR/E9 ¢ PCC I/AR/ESO 7b 8" �` � a I v t O � h �. �r -.39 .:•�.. :.'. ti � �� � + i � ONS NAT/1/E o I Ir le �- 0 to SEC T/ON A A m W � 0 ? ' I\ 4 cl, O SCALE: / = 4 ' V 'h 13`I�G� y,,G 'CF ` �t c'-� e I b Ili 0 10 gh '?/fY - �' Ois 9 cbc�ro ti I I hV h �o ��^� 3 0�. �� �� ,� �. �� BETA/L sEEsv�T , UNDER S1De1rAL/< DTPA/N �,W + �1 O F (I /NO SCALE ��p pZ,4N P V0,VyLE 0,4-- 0 LS �, y 6 8 yloll, t Mu W=3' H=3" n J �� . Lo �. V1? . $ curTER `frq CIVtt \' h ,0 urr, z¢ I b /s ��� i1 I rE0/ 1E�0.�I► i3G'ff�' I!3 d 3 ,� �, I 1 C M Q �l36• 13b�0 \7,�' + �3�' +� I '� 4 9V ( ► _ - _ 9 ? 24 7 ` t //" I E,I/ST RA/LRID I13 G•� OS tC ''� 1 ""����I� h3 W I T?ACYi'3 AND ' .� Ir• 3.o ��, � I� .. �, 113 7- 117`� Tp v( ��, / � i RSEY BLI/D�� '-� `► a c 4 r " o_.sty ''36rP I h // II �` �--� \ ��� WEL DED ¢ REBAR N t1 (TY.-) ELEY C V SEE PLAN I �� .�4� �G,p Si �` ° _ _�' A (°•2 °I ��'-c STD. a,,WY• CMP EX/ST. 14l e-iA4EMENT N /41 81�.,1` PiO n` r` c �, 3 6 G�`��. ,13 p v h -� 3�O N JERSEY BLVD. _ DE TA/L UNDER S/DEI�YA L K ORA/N CONN. BAND. tr) `h v\ �tri3G. I� /7 fi �� /¢ rJ SCALE. / 4 v � 3S 3r Ea/ST. CUPB G(/TTEP _ Z 4 GRADING DE TA/L #lreZ 9C2 ¢ REBA.P Qo EA'/ST. COiyC. I I 3�is m Z _ T- //3-.9¢Te - ---- 8 SCALE: O' A"1; 0)APkbN '2 ! 3�� �„�` �° F/N/SN Iq► 8., O., d.. /Q'X/ OPLtN/NGS AM �v R/W `7 ' + �.. ` .. - CONI' Over g e /4.S 1 till C (, J 0. C�ICL,4R ` B"M//Y. �'" ,,,��� (UNLESS NOTED OTHERWISE) �' 1 I v a;� � � � •�� � 1• 1• O, 9T0. LACK CMP � If f q4 +� _ a /a CiYJP CONN. BAND Q � - 3 0 0 �� Mh r% 0( 113 6( ,y0 d 0(' I c a' EL E!! D" �sEE SO.iYoN C�t/PCWNERE FOP SVZE� NCRETE COLLAR • LfNP PER ZX`r,o YL a oP /�/�PEPFORAT/ON9 Q N Q1 R-1 /5 83 OPT/ONAL 0; 9 �pELE!/. ;4" RCP on °p CONCRETE COLLAR DETAIL \� _ s, v �b ti Qt b � '�� W h(ii.� .�ffS I+ yl F SEE PL,gN h h h n► o h N, h x '� -.��, 135 . C-MP. /NL ET A SSEMBLY NOTES ' FiN/sH �y f V GRA/ tp '1►. n ti Ot J ` _ _ /. R/SER sHALZ E.rTMAO 7b /NLET D W �0 �V - tZEI/. ;• ELE!! .,O,E ` /¢li'.4 cMF c (iYHERE) SEE sD.iC L,=P'Li1�LES3 �- FOR S/ZE M/�/I'RETE Cl�LLA,P Q ; D _D-��\ P• CI�P�PI'GATED METAL P/PE 3f/AZZ LbNFO�PA�! '/' CABG E) - CMf� PEiP DETA/G -A - I TO 4-45MI N0. N-34. CbNI' SLAB (O��yiSE NOTFD� �-s��.p 0 b IIT 11 �135D I 11 SLOPE 7VPAI 2 :r `C �� RCP W I L 1 L 3. CRATE A X,01FAdLY .St//ALC BEGAU/1OWIMZ7 ELEV .4' AFTER "A6,rlIS9T/ON 1 I I p L/.[7/TS OF!/LT/MgTE COrY.7T.�UlT.rON � Q � DETAIL / ¢ BE THF SLOMEE A90R/�R (O,) SHL TYPE DE TAIL A " NO SCALE CURVE DATA 5 RISER ANO O!/TZET STUB cWfl-L BE SMOP . . SCALE. /". 20� POPOP F/N/9h/ HEADER CUT TO ,/O/N) GAC U.9NlZEL7 AFTER WELDING. C =P GWCESS Q R L T TOP Of 3URFAlE , EX/9T A.l' PAl2�MENT �� G. C.N.P. /NLET ASSEMBLY /NC/GOES TiS��iP{t�/SF NOTED °DODO" CIOA/I'RETE COLLAR. B 94'ODGD" 3.GO' ¢. 7/' 3.OD' � CDN/' SLAB � ! �E'E' 9TO,PA�OrPA/N SAN f"OR.4/3E�P (D,)AND � 3Z OPE TD DTPA/N � � OUTLET (Dr) SIZE-.�� /r.*NF r� T YPE oF`�A SENT EWSr TDP e. sEE aTO1P/N ORA/N PLAN FDR C. M. P. /NLET Q SSEMBL Y DE TA/L CONS TRUC TION NO TES EL EYAT/ONs A, B,f(C Y,9�P/ABLE T•'S�/ISYNESs NO SCALE A.L.' Ol/EiPLAY 9. 3EE 3TORW D/PA/NPZAN or4W CONT/NUAT/ON (ASSEMBLY INCLUDES CMP RISER, (0./O MIN.) OF STOR/" ORA/N WIMIN THE AO..GQCENT -CeW,57. CONL' LY/RB .4MO 6'UT7E�P(�"�.�>PeR ciry Sro. 303. DETAIL -.AC OVERLAY 9TRE�T R/�; Pu.E. OR sTDMMORW/N OUTLET PIPE AND CONCRETE COLLAR) n13 EA.4E/Y/ENT. O8 -CO/1/ST. 3/LL�iY.4LA' IcrR L'/TY 370. 3/O 3// �pF 4r" C' OVE,P B"AB O E Y CONST A o t, JQ,10 !/ � 2!� PPOTECT /N PLACE -� /NS/OE FACE OF C.B. WIN /NS/DE of rte.► FACE C.B. 68 CONST /t RCP (O 3000) / sr�, r+ � CONST (/HOER .51VIEi AVe ZW,41M PLR C/TY SrO. SO 7. �\ G •'p G 5 0' gyp'G-"�9� (,NOD/F/Ep PER 2mrTani- T///3 SHEET). "P 't E s -P .. ♦\ 1 �� CtY1'� �\ /PE,rlOV EX/ST. BA/PRICAOE 3/GN AFTE,P •P9/L�PO/,>'D C'.PO.SS/iV6'fr.ASDEEN�N T•�'UITE J �\ QO 1 G OF c A, �CON,9T. AUTI7MAT/C rP19/LRl'JRD CR03S/NG BATE IN S/CN.4L �P,//O f'O,PANO o �,` ADDED,PP,Y/NG �l>ED/.ov PE,P ,OW9/-07 /y1�5'M COa,PD1"7',rD 8Y OEI�ELOPEP �/NST,4LLEv.QY,QT',{stF. .p.4/L�.4oJ. �l, t � _ � ( Q OP5 -CONST. ?U&SERIZED RA/L ROAO elMOSS/N6 PAO9 (f'A/O A-4P.4N0 C�?D.PO/HATED __ - - - -� -F�O�'� =°0 �' FLOr✓ F�Ow ,Q FLOW `moi ,PEI/SED ,p,4/L E�AA OET.9/L 'A"7D ADD ,BY ZX--PELOPE,P00 /N.9TALLEO BY A.T. S.F RA/G 80.40. - >33 I I I111� r tl I`V 1. v V BAP.P/C•40E NOTE Z- � 11114 - DESCRIPTION OF REVISION DATE c Y t9 CONST. L'O/VC' Cl//PB 11C CFS PE.P C/TY SZO. .5,0/ 1 7'-0" 1�'O S 3' I I V• p `� APPROVED. ,� ,9oJusT N/.4TE/P Y.4LVE' COYER TD G,Pi9OE - ----�-- _ �_ !__ _ ;� a� CITY OF RANCHO CUCAMONGA I- -s**evr # meMOYE E.r/ST/NG A.C. pwme-MIE r � © / coNsT. ,Q4^e1c'ADE RESP e'/TY sro. 404 o DOS. il3TREET �A.P.P/C4DE h H � Q� �D� STREET IMPROVEMENT PLA N © TO QE PEMOi'EO ,�FTE,P .l.I/L�.4D C,PO.SSYNG.V../8 N h � y P. M. � 891 aEEN cO STP!/lTEO . '�. *4r MISCELLANEOUS DETAILS _ cDNST Z xO�oo� fr�,�oE,P L O CA L DEPRESS/ON DE TA IL NII E L L A N E 0 �/ /�/9T•�Ll 7.ir.�fFi�' 8/�'N (TyPE AS NoTEO) _ _ CONST. �P/IiE.F' S,yED C.PA/1//TE CY�BB ESTOrt/E9 049 ,P /T DETA IL-MANHOLE "B " (MODIFIED) C.B, ST. S7±� ' ;4'(TC) 'B(TC) 'C'(TC) 'O'(7C) E"(L/P) F(L/P) C.B. (a S 7 STA w' %l'(TC) 6 CTC) 'C'(TC) O!`n') L E ! R= C ST 537 , Y o , ®® 2•. c.PA�Eroo,,�i/vro�,q�ro s,P� F f o o' /i63/7 /r63/7 /i63./6 '/r6�/7 /�6288�,/�G2.s9 65f6/. s4 /40 //30.¢2 /i�o3s /i30.F /"30.07; /iz999 IIZ964 APPROVED 8Y: DATE. / S T ET ,PD.Iq C'ENTE�PL/NE a/--WED/•4N. S.A L E. / 4 83 3 .00 ( //28.30 //2787 //27.87 65f 6/. 34 /4.0' '/130.4/ //30,34 P.To.!3 //30.06!//?9.98//29.63 PITY ENGINEER --- R.C.E. Nd. 22397 CONSTRUCT PER C/TY STD. NO. 5// 16111- 18-68 5) 4.0, //28.3oi/i?9.sS //ZB SS} �- - - -- -_-- ri?g•30 /i?8.30 EXCEPT AS SHOWN HEREON. /59 Zo, 5S S) /O.o' 11Z9-56 /i2g 561//?8./3 1//?B./7 5 END B45TONR.4!f 4.0' //25.22' //P5 L'D /I25.Zo I//2✓22 //2400 //248b DESIGN ��/� /� �y� RECOMMENDED 1 --- -- - -- MHM, T!'Y TJM, Rl 5 ILIJ W90 V Nd, 16,395 /76 5G .52 (S) 4.0 1111-40 //33_99 //33.99'//33.40 //3Z.97' //3Z.97 ' - -- --- - _ 1/U,5 YIp 1 A(EM AVE SlE G ON/11gK1 G1 R(11771.91761 (TM?!M 1M0 /6/ t 98.68 (N) /D.O' //28.30 �//?8.30 �//?8.�0 //Zf,C30 //Z789 //?7.87 DRAWN ---- - - _-- -- SHEET EIIn,:c u+*E - - - - - K T 3 OF 32 - -- t- ' /S9 +�?O S8 (N1 el..a' //28.57 //28.5G //?8.56 - -- - - - - /7G X56 .52 (N) 7 0 //3340 //3�991//33.99; //33.90//32.9 '//32.°rJ CHECKED DRAWING NO. C.E. N033�1!'G/ TE /989 FILE NO 82207.2 �__ . _.__.�_ 11111111._. - - - - BENCH MARK: - - . : - : . . C T Y 1 O R N 0 F A CH COCA MON A _ i G _ 1111._- -1111_-_ _ _-_. __ �_- �___�___ _ _ . : _ _ _ • __� _ . _ _. - 1111 � . • _ _. _ �� 1111 , --_�_._ 1111_ a _�___� _ Y_ 1111 1111_ _ __�_ _ _ _ _ : 1111 _ .1111 _ 1111_ _ _ 1111 1111 _ _ _ - . : : � � � �_ � _ 1111 . - - . . . . . . . 30 e,,Wjeiy1E/1/T Tifflr�:� . . . . . . . . _ . . . ; _.- 1111_,_ _ 1111 _ - _ . - - � _ _ 11.11 - _ _- _ _. . . , _ . - -- - - - _ - - 1111.. _ �___�_.�_ ._ _ 1111 1111 ___.,_-. , _ � _�_ : - _ . , 11.11-_ � _ _ _ ._ ,__,_ _ _ _ _ _--. -_. _ __ _ 1111_ _ 1111 . 1111 _ . . , . . . . . . . - . . , - . . : . M 19 A . . . . . �� . , . _ EX/ . /Nfi {fJGE �F:P N1ENT _ 1111 ._ . _ /4 -. - _ _ _ 1111 iOUTHREND WALLTCF Ow E + - _ --. -_ - O T N >' FOOT ARCH . : : /Z -", NORTH OF>! , , . : . : . : . . - _ -, ___ . _ _ _-11111111.__. 11.11 11 . _ � _. . __. ___- _ , _ : RT, 8 5 FEET SOUTH OF SOUTH RAIL _-w 11,11 _ :_ _.: _ _:- _. 1111___-� 1111 _ 1111__. _. _ 1111 _ . _ _ . _- _--- _ 11.11 . _ . } _ -- 80 75 FEET WEST OF MILE POST 85, 116.5 : . : . . : - . `.-,ate. -7�'-, .- _ . _ _. 1111 _ - . - _ _. ,_ - - _ _ . 1111 _ - _. _ • . 1111 . . . . . - - . ' � 1111 _ 1111. � /��' �,- � ��' ''�!' FEET NORTHOOFR� PAV HENTVOFUB TH5 ST., . �D 1111:_ . . f I - : . -._ _ _ _ - ND P FEET t O. Z7°l t D.�8% t� � p ~'b �Q 1111__ • . . d03°ro - : � D Q 6 4 -� A BELOW TRACKS . : , .. -. - : - : : - 11 11__ . . . . . fi D s ELEV 1119 683 W i 4 o ti . . . . , , . o �n - 1111 1111 _ _ _ . , _ _ I .: _ - _ _ _ - - - . . . . : � � . O V 0 "� . , 1 o ° : `� o ! . , � I ' � �. h 4. .� °q h \ 19 \9 � \ \h � \ . _ _ . , - _- 1111. -- r te , . - W '� as ^> at '. : lj �. I \ bo RC1 b I �` � \ . sb 1 �► - . - - { , - . - - . - : r �! \ h \ a0 \ e3 4444 \ N . b . . . "1 v . l �___� --- __- - __.-- .. - - __ : : x __� -_ 1111 _. _ _ __ 1111. 1111 1111 -1111 1111_ 1111 _ _ . _ -_ 1111 _ 1111 _ 1111 . 1111 1111_ _- -- _ - - - - 1111 r__ Q ,� _-, moi . - �.. - - _� - . \. V . b . . . , . . - i y � � \ �' . \ . . , . 1111 � � ,_ 1111 _ E _ _ - _ _ ,, _ _. __._i 1111 . bt __ 1111 - - _ . . �_ b . \ 4 -- . - - -.. _ . . I . . . . . . . b; . . . . . : , , . . ti • . _ . - --- - - . _. _ - _ 1111_ _ - _ , - _ _11,11 �_ _ . 11, . . _ 1111__ _ _ 1111. 1111 _- _ __ _-_ _ - . . . . . . . . _ -- _ - - - - - - - - . . ✓ . 1190 YG" . SCI% r-►� t� . ter } _ - ra �C . • _ __ _. __ 1111 . 1111 . _ _ � - . -- _ _. 1111 TG�D 4�F�o � = . _. _ _ . . , 1111. . _ 1111 _ _1111 _ . � : _ 1111 __ -. ._ _ - _ - _ _ _ , 1111 _ - _ _ 1111 1111 _ _ - _ 1111 _ _ . . . . . - . . . �1 //G¢D 0 ' , . . , . - , . . . . . . . . . , . . . . . : - _ - _ _ _ _ -- _- _- - . - - ___ - �EX/ST. v e,a5pE _ _ _ _ 1111 _ _11.11__ -1111_ h _ _ _. -- -- - ...._ -_ - -- _ _ �o _ _ 1111 1111 _ _ _ _ . . . . . . . . - _ -- . - . T �� - . . d 41� : t0r . _ . TG= 0.31 _ 11.11 _� _ , _ � � . . - - . . . . . . , - 11.11 _ 1111_ 1111 __1111 _ : * : * : _ - - - _. - - _ _ _ 1111 _ 1111 _ _ _ _ _ . 11,11--_---_ . . . . _ . _ . 1111___--1111 . . . 1111 _. ; -`_" _' . 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P- //G�P� . . . . . . . . . _ - _ _ . _ _ _ , _ -- _ 1111. , - : _. . _. ,_ � : _ _ _ _. . _. 1111 _1111 _. _-- -- 1111 _ 11.11_ _ _ 1111 _ _ _ . . _ . . . , . . . . , . . . . - . . . , . . , . _ _. _ _. :. . _ _ _ ._ .1111 . . _ _ _ . 1111___ :_ _ � - 1111 _ _ . _ � __ _ .1111_ �__ ---_. _ _ . 1111 _ ._- _�__�.. � 1111 1111_ . $ 1111 ._ _. -- _ _1111- _ � _�,- -•�-T �--y---_� � �. 11.11 . ..: _ _ _ -. _ 1111_ _ G's-/ '�_ - $ � 1111. _. -__ 1111 _11.11 - -- -- - 1111._ _ --- - -- _ __ , - - - - - .1111.. . . . . . . . , . . . . , , . , . T . t 1111 � .. . TG- d7 1111_ - _ _ - 1111 _. ° OI 9' . _ _ : : _ _ _ _ 1111 1111 - - - . . : : - -- _ _ - - -- - 1111_ � �_ , D. . • . . 0 11.11_ _ _ - - _ 1111 - -- ' _ _. - - - _ . _ _ 11.11 _ _. 1111 . . 0. 1111. _ _- _- _. . _ _ 1111 . / . . . ,/ � _ ._ __ � 1111 _ 1111 _ p,��°o O , � � _ .- � ._ - _ 1111 _. _ , 1111 . ' . _ � _ b 44 g , _ _ - _ _ - _ - ---- - -- _ a u . . . q\ � . . . . . . h 4/ . . . . , : , - _ . . _ _ . - --_.. _. _ , 1111 _ . . Td's �9g caj - - - - - _ --- -- _ 5 b . . . . �, b o . a1 V O n _._ - 11, _ --- -_ � $ �o a b o . _ �e _ _-. 1111 _ a _ 1111 , : n a _ - - ti ti h N a a _ do D �.� . h _ h a 1111 . _ 1111 1111 - 1111.1111 _ 1111 1111. -. _�- _ _ .._ 11.11_ __ _ _ 1111_ _ h "'----� �-_ .� . -. 4 11.11._ y ..b-._ . .. _. 1111 _ .,_ 1111_.. - :.1111-- -__ _._� _ --;-1111..-- 11.11._. : ._ . , � 1111,.-. �\, -r --1111__:_ _:... . , . . ti b d . % m � y . , _ . . . - _ -_ : T _ 1111_. : - - _ _ d °D _ _ . .. __. i _ >, - - -. V / ao `4 1111 _ . . . . i@ . . , . . : . % : . : m _ � : ; . . , . . - . . . . . . : - . _ �. _ V v�p ao . . , . , ¢.98 54. 98 . . . V 11.11 � ++� - _ _ _ _ _ 1111_ . ao " _ 1111 _ 1111 _ _ . . . . . . , ao �r. RT/ON 'vc . . . . . .. . . :. . . .. . _ _ --- - -- . _ _ -- . r , . : : : : o , . _ _ - 1111. � _ _ , TOt' _ UR .. __ - - L Y C B Po 100 , - 1111 . 1111 _ _ . . - / - . . . . _ _ , . . . . . R.J=/IG3.ID : . . . ' 'P 11"6-543 � � � � � " --- __ . . _ _ 1111 1111_ 1111 . _ , _ -- _ _ -- . . . . � 1111 . . _ . . . . , . . . : . . . r 1111: _ 1111 11.11___. 1111__ 1111--- __- _ _ _ 1111_ 1111_ 1111 . _ _ _- 1111 -- _ - - _ _ 1111 1111 1111 1111 1111 _ - _ _- 1111 _. _ 1111 _ _ __ . . } _ : . . 1111. _ _ _ _ . . . . . . . . . . . A - - . . . . - 1111___ ., _ .. _ , - _-_ . - •- - _._..,- ,--- - - ------ - _ --- _ - .-- 1111 -- __- - -- -- - ...... .. ..- _..._ 11.11 _ _.- -- - - - _. - - .._. --- - -_ _ _ _ . _�� - . • - �. _� 1111 _ _ _ . . - - - - - - - -- _ - -- . . . . . . . . . . . . . . . . . . . . . _. 1111_ --- : i - - _ __ . - _ . _ --- _�11 : :_ _ - - -• -- -- - 1111 _ _ _. _ _ _ - - - _. - - - +_ _ . . . , . . . - . . . . . , . . - . , . . . . . . . -. - - -- - T_ .. _____ - ....... _--_ -_- --- ----- -- _._ - -- -. - - - _ _-, _ - _ - . ._ -_ _ - - -- - - _ _. -- -- - _ ..... __ - __ . _- _ __ _ - - - -- - _ - . _ _ , -.__� _ 1111 _ _ _:_ _ _ . _ . . . . . . . . . . . - - , -. - - - - - . . . _. _._ -1111 _ _ . _ _ _ _ -- , . . ___ _ : _ _ - 1111 _ _ _ _ . -1111 - . 1111 - - - _ - _ - -- . - -- 1111 _ - - _ 1111 -1111 1111 . : . - - . . . , . . . . . . . . . . , , : . , 83 84 85 86 87 88 89 CONSTRUCTION NOTES SPEC/AL STREET L/CHT NOTE /�- CaV57. STREET L/GHr /TYRS-AS ,9V01911 ON PLANS 7n BE INSTALLED BY THE .i RFET L/GhT POLES)LUM/NA/RE ARMS AND FOUNDAT/ONS AT STA. 86186, 9CE #f PA/D FOR A,jD CA�AYX1V,,4r,6;0 BY�YELOPER._- • 88150 801/4 80125 SHALL BE INSTALLED BY THE CONTRACTOR AND INCLUDE A 2' WEEP TO THE NEAREST PULL BOX 9 ALL W/R/NG W/T'H/N a- �N3T. C/M?ED ACCESS LYIRa 'R 4TY .9717 702. THE POLE(TO A FUSED DISCONNECT IN THE PULL BOX) THE DEVELOPER SHALL MAKE ALL ARRANGEMENTS WITH SCE FOR ENEkG/ZING THESE STREET ¢ Oq�/gT C4NC' CUiPB 6'UTTEJP�d"C'F�PE�P C/TY ATO. .?03. j,, ��lJ , �f �f�J LI GH 5. L 8 WORK SHALL BE DONE PER CALTRANS SPECIFICATIONS, �- �r O k I aG -- C'l�N9T, CURV/�/NEAR 9/OE7��7L/lr R�iP C/Ty 1970. 30a� s/Dd// .IWD X41 � J-� \lJ _ A� J /J J /J J D/ArZ7EIJ/NYRE f7E�O BY 715E C/Ty /N3,rre7ZIR 2G to 20 (--- CMgr. R, .V,,p 1pe,e CITY STA. 3/D a- eMST• 2':XG" ,VEOfflVV5 f/EAPeA- g 0 I � W /t C'O/V3T 4" AC OMeA" /O" A,B. ro .4 � Q � W W /¢ 'G9WCUTRLMOYE E�/ST/NC AC'PAVc�IEJVT. , . Z h AAJU.9T ,47&41? Ni4LYc- COY/P 70 GRADLr' r h , q �, 4r b _. _� _. ,11,11,_ � ,, ,�. .� ,,, , . � „ 11.11._ . � � � � /7 1"Y E M � �, > .:.. r ,1111 ,,.. ,. ,., �-- TD�� OCATEp- ABY X4TER COAMRACMP, ,PAID IDR AND 1t90RDh 4YE,D BY �� b (- �` tb Ib d 7,A 6P S8 i' /NT. 4 b 0# - � -PRt�TE"G'T/N PrALL'. .<..,,,._.,, ",.._._,,..,. th, �% z80ta7.?G 1/ffEN Q :.i4iYREMOVEE�/.9TCt?NC. CY/ M/[ ®--- �y/T APB CUTTER• °) W ' �� �: a `� .._ PA/NAGE ewl-7eE` 'z' ' --- -X �� - -- - *$ 11 . n/ ;, _ __ --- ki 9/ ST �9'' V / CON U/ - -- E_''/ST. . 9 1� W `""� b&. �- /N Azz / GAL � m2pno D T wrl PUCC RV/r FDR 1"7471/,?£ SIMAL ��- l Er /NTERCl9NNE'CT PEA? CALTRANS _"EC/F/lAT/ON NO• BG-P.05C• 1 N°� N+ INSTALL NO.3�r PUL L BOX PER CAL TRANS STD• DW6 NO. ES-8 - - _ - - - - - -- --. - _-_ -- ----.--. --- -- - ---"---- -------- - --- --- - I - - -- ---- -- -- TO BE REM hED BY SCEP PA/D OR VIVO COORDINATED BY DEEVEGOPER 83 D F CONST TYPF /S L/6HT/NG Po�E W/TH /S CUM/NA/RE ARM AND FDUNDAT/ON ,��' P ,� R R D ICY _ _ . 1 SEP �_� . I ._ .- _ _ `� �'s +� RO� 4 e,� - �� ae B� PER CALTRANS STD OWG �a 83 � �'. N89'27',SD"E' . ,� I '(� N0. ES-6B \\ ` ` ' ' j ,� *-- CAVST TYPE 2G-4�0 $14MW AND C/GRT/NG AW_E /Y1771/5'LUM/NA/RE ARM � ' r 12 ti O ->�-. r � j - -.- ' `___ -- - �a�3 G AND FOUNOAT/ON PER C,9LT,WNs 3TD. PLAN #E•s-GR. _ 7 // G q! � �I G '� . 4 , Q � 1�`_�`�' '" �� 11 37 CONST. TYPE 29 5 80 S/4N�9L �4ND LIr'f/T/W !'bLE /19TH /5 r CUM/NA/RE'ARM AND Frisr. c __ _ _ _ - - -- f �� % \6 h fOUND,gT/ON PER CALTRANS STD. PL AN#ES-GRA. �gNX/;Y �� 11�°}4G, �� '� I /'� {} ; 6�2i� QTc ' A /7 I A _ _�+!� , . . a- 1N87ACL P2,A'bL NP3 3TiPEL�T Lti'GG%fT�L7lT OFF TYPZ�LUM/�l/lljRE M7TN P.E. UNIT)A/{�D _ - -. - - -- - --- -- - -- CD • N� ,e/ - -tel` _ �i�� NOU1T SfYEEP. ,9/1"Y m - - - _ - - - - ti -- -_ -- , - - -sem-l - -- SOMN- \ 801"/6.26 ADDED Sr,PEEr TA:F,rs iz-s-90 �L-/e-f p . „Q >, i9eaw/2rre.co-s,v. $1' �� �0 80 •t- 05.S CR a 1 C . I C BCR DATE CITY q Q TET ). �!v v V 2 iii X63 i 1�� I �� c APPROVED. ` \ v ` ti' ,�, 0 v o MATCH L /NE c 3.0 �� 3 DESCRIPTION OF RE VIS ION CDNST1PUI'T/Orr/ /YGTES (401!/7. - u � ti . , '�4 a t� 0 l �TyP, v b v � l( SEE SHEET NO. 8 � �� I I Its - I Q g W o k CITY OF RANCHO CUCA MONGA h `o o y o�p p� ? o �' h. /1 . a v I� �� I I 1�� Q �� � ti`s W O53 //YST,4lf ST.�ET T,PEE �E,P Saf/E"�l/CE O/v S 1:/ Z_7 /. In � k , �► b IN op � o�� �; b O l� 8 % ` 1� I W `� v O l� l� oI, W � ti W o Q ►. 1, p k W 14 4�$ v � gl,, (I �� � � O Z STREET IMPROVEMENT PLAN �c, $ 4 ti , ` o PCL / -- § zv � � y o�C II c� o , lio �0 32 P. M. 11891 - ,off w f \4 � 'o � � � - % � � Who . � � � �► �� .,j,II k., tiNi � o � h�M v b !� � � � � � � o tO Ig:ti`QI I by �� N� o � h � : ,'� 0,; - 32 za x 3. � � Q ARROW ROUTE Z E ,v (� v 3 0 � % �, 3 W � k .k Q h � b � J `� STA . 83 +20.64 TO STA. 89 + 00.00 ¢ 3 U - 3� 33 32 33 3 /� o° �I �� ��Esslll,. SEE SHEET NO. 8 APPROVES BY: DATE: `t - 33 6 � \ e , �. :,. � ^�� CITY ENGINEER RC.E NO. L�2 97 A� b ki Q\ Q � C4 '� O CURVE DATA DESIGN - RECOMMENDED �% ` PSE rJo,(09 b w � NaO o �; l 313T:� � R L T SCALE : I °= 40 � MHM/TPV R i � �� 16 W� �+ v� V 11 °' 9D ! A 90'ev, w'r 35.X4 S� 9d 35.Aw" DRAWN I„ .� .' . , V ►Xp c,'3p1 m•,..�,,., S N E E T 2 ` 1(� B 90 vc:��~ 2'�Gt9� 3 7.70�, 2¢00� ++n..���:n..s+c o•o�mro.w�sa...nm . NOTE - FOR U/VDERGROUiVO//UG OF /24441 EO1-501(/ L/NE �' �.' L ld/F��B/KT 4 of `32 SEE SOUTHERN CAL/FOR/V/�4 EO/SDit/ PLA1t/S. O l�f CI``!�, -%\�`, c 9000 00'' ?3,sor 36.92' 23.50, CHECKED DRAWING N0. v or �..'!1 ; MHM -- -- f 333 C.4 _ R.C.E. NO / 39 '�--- DA E �/Z- !7� FILE NO "l 82207. 2 1111_ ____T_T_ ___ __._ __ . . BENCH MARK , . , t . . . . . . ; . CITY OF RANCHO CUCAMONGA ' . . . . : . • . . . . . . , • . . . • . : , , . , . - . -_.____ . __.. . -_ _. ___ _ -__ _ ..._ . , . B 1 -A _ _. _ - - - - _ __ _ .._ _ ---- _ k . ; : : ems : . - ITT�'F I : SET BRASS DISK TOP OF EAST END OF . , . , _ . , -. _ _ _ . _ _ _ _ - _- •_ ..._. - _ _ .___ . . . , . . � t � . . . : I . - . SOUTH END WALL OF TWIN C . : . � IS YC: T, OF SO{JTH RAIL, . : . : : . - __ CULVER 8 5 FEET SOU . _ _ - -� _ . �- . .__. _. __. _. .. ...._ . _._ - -- ....... _- -- _, _._ _....._ __ --- -. __.- -_- _ . - - - - - --. -- -.. .._ --- - . -- - _ _ _ 90.Tb FEET WEST OF MILE POST 96, 115.6 � . � � , P. L - !l59: 43 e - : D • • : tO . EET WEST OF ROCHESTER AVENUE 54 • . , _ _ _ . . V F . . _- _-_ -_ _ _. _ - - _ -- - - - - tbs _ . . . . p tip p p 1.� F 8TH ST., w . . : : . S �i . . _ FEET NORTH OF PAVEMENT 0 . � _ _ - -- .. d _ - p : AND 2 FEET B LOW , , . _ _ : . . _ � . __ _ _ _ _ _ _ . _ � __�: _ . . _. . _ _ _ 1111. __ - _ -_ _ __ -- -- _ _ - __ _- - _ _ , �. � - - .- - 1111 _ -- - __ v . . E TRACKS p . _ A ELEV. III 9. 693 l. �, .C1 _. _ - 1111. . _ _ __ �! �h __ _.. _ _ . _ _ ___.. - _-�_ - . �,, h % . . . . . . . . . --�_ . . � . t\ . . - .. .---� _- -- _. _ ._. . - _ .. , 0 � « . . - . . - b :_ __ __ __ . - - . �-� . . - . �� fi 9 �` . q d ,� . : . . . . '� h . '� b `►� . . . . . . . . . . �_ \ . . . -_ __ _ �. --- - - - _ - _ ._ _ -_ _ _ - -- __ _ _ _ _ � _ _ � _ 1111- . , . , _ _ . . _ _ -_ -_ - _ _ _ _ _ 1111 _ . ---_ . : } . . . . • , � - } � � 1:111 : _� O- _ _ _ . _ _ __ _. . . . . . . _ _ . _ -. __ -- _ . _ _ _ t 1 __ _ - _ - -. . . . . . . . . . . . . . . , . . . . . . . . . . . . , . . . - . . . _ . _ _ --- �__ . - - , . . . . . . : : c�,, . . k --. _ _ _ _ - - A" S F.iA 1.11 ._. `. PLOP M/ !,�`D tom' _ / _ -- _ . 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F _+. . ».- _. . .._. . . . . . o - rs . a d SLY �.8 __ :- - E A • k o • ,t'sT t�` ___ v 0.1 . 61 ; 4 : V i . . .� . . i L �- __. �. -« V t - - __ . - _ ___ ,a . , , . . . . . to . . � . , . . : : : t _ . w _ _ .. 3 51 '�- . _ ._ - 4 � ^ j` _ . - . _ _ � _ __ _ _ _ �_ . . $ `• . . i _._ -- - - - _ _ - -- - - . _ _ _ _._ - _ _ ,k _ _ _ -__ -_ - . _ . ._. , -� -_� . . . . _ -- . . . .2s'. \n 1 - - v . v . -_� R V . �. . . . �? . - . l� ^. 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DR/VE APP,20ACN P.ER C/TY STD. /4/-C + d $ 0 '9 r�3 D W ►✓-11 1.44 7 ENO PAl/E.t'IENT. 7 O phi �b 4 - -- J ti - A1C 0® 33 /NST.ACL STR6ET TREE 1,eR SCNEDULE ON smer /. . ti �n • 1!0 5 - 1V V /41 28 ��-�- ` 0 _ --\. \\ 113¢�qC� :O.t/O C3'TY 8T0. 5/O 0 0► 5G \\ `L 2 2/i8' ,qt N k� _ r, . 2/8.20 ' I1�9' S 54 REMOYE E.r/ST/N6 T�PEEB • i 1 111\ �` 1\(�) vK ,. �6 SA�YrUT�'erl ovs-E,t� axar z,Y 1 1N ""� 5Q �. fu �, `!A M�37.!7 BOSTON P� -EZ'.C' Illm 11 7Q ©B�.541l''UT&416F eV,-- ,r eun6e,-"-6 TTE,P ' ki w 4) -4 Q % W %v � COit/ST, FULL OE�,17V-/2� ,O.l Pi9vEiyE)L/T. tC - I // v s¢ �g 5 % V � v Q � MATCH LING. I 1 El -OEMOL/SH 2EMOVE EX/ST U,V/VE wAy/APRON, 94 n h , N � n h h - 'F CU!'l�6UTTEe. •' 1133 .� �, W d 7 ` i ^�� h \ �,• 6 K. d\ 59 ! E T E0-f PE,Q G/Ty s r14,VO.o.eO STiQ� ! '¢T Zq. �9 V b Oi. (\ ►� �, q� / ,2' Pre S.S EV�SEDQiyEwArLG�Glgrio<t5,CueB, GU77 �C Si0Ew9lX, OG,q 3 / ` 4 33' 275' A G0,VS7. N07Z`s, gODEO ST2�FT T?EES PE,f p 99-ss �o•�t oo . ,p I/ 3z t4 53 R �. _ 5 rllg. 7 V ` ^ ` 1 ^' - /7\ ,90I]EO 'Lllel�E41.17 •9P�.P0.9C//.9l STi9/l2/6B�? J7i�'r" "ex,f' / ti \ - c• SEE SHEET NO. .4it/0,4OpEO 3T. T,PEES PE•P O.P.9,j-tel' s-3-9¢ 6!4 1Q4 - �V 0 ` j 53 's,k)f E S.t/r \ n -- - - m,•.,,-, DX Ni� O 5 (TYP)® �t/ L"��tJq�e� 4�-�--' { Q ,PEMOYE E.r/9T//Yl>' TiPEE9 a rt io- p / 53 f '��C �$ p �0 q �' � % 33366' � t• � 4 ADDEDSTiPEETT.PEES �Z-5-90 �t-,® CITY 1 �L ACE r s� lk y, 0� I A c, 0 W .1<',r''�41 r DESCRIPTION OF RE VIS ION DATE APPROVED. I--- � N L\ . EXP 630 � x Fv *o�%Wj * f A 3 t� CIYit �; -fl CITY 0 RANCHO CUCAMONGA ILI- Of AliOpp- OF P,ok � 'J �� 5 SII. .,. . STREET IMPROVEMENT PLAN .- s0 CUR VE DA TA P.M. 11 891 i _ 1'\7 , A - R L T JERSEY BLVD. QN lr •- A 2-3'!if /8" IMM 5E5?B' 286.8/' <. _ J e 8' T/' .33" /43?.00 217 Zs' /06.93' STA . 170+29. 15 TO STA . 178 + 73.74 G � -:'..*'LLl:', !%Q U G /2'25' 57" /¢32.Q�' 3/0.73' /55.98' - y� ��� � hl aU /� APPROVED BY: r DATE: D /8'/S' O/le., /360.00 49 S.7.6 2/9.7.3' 2397 4 _ CITY ENGINEER RGE N0. ,' �` E 2' 4S'2o" /368.C0' 65 79 32.90' • DESIGN RECOMMENDED r" F 8.9•5'9'07" BAS` /Z¢2' 7.dL' MMM/ RL S NSCHMID �A * �, C7 9/� Q¢'e8" e.DD' /Z-'JP B./5' DRAWN 'a,sum mac,trt o•oMn��o.uuFoa�.hms.�) SHEET r ` �* H 90' DO' 00' 8.06• /Z.S7' 8 00' - LiVF/-lD/KT // OF CfV CAI Ili 6 L 8.3'67 51 /5.00 ' 2/, 7G/ /,?•29� i � 89ll28'25" 35.00' 5¢.GG .3V G9' CHECKED -- R.C.E. NO��'U DRAWING N0. 7 C e M 87.51'65" /5.06, 23•a9' /4.5/' . K Vol,3/'35" 35.00' 55.30' 35.So 133 ATE `��Z- /�8� FILE NO 82207.2 55. 30' BENCH MARK: r....._. -, -�-T- 111.1__._-111__1 1111 - , � - , . . , [AD OF RANCHO U AMON A . 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Lol•9T/O/Y ,�!/� J ® //�¢ �' Cf \ 1 > z-ze-90 -�-1,0 // /N ON I ' I DESCRIPTION OF REVISION DATE CITY . APPROVED �� 11 . CITY OF RANCHO CUCAMONGA NOTE : SCALE : I"= 40' CUP VE DATA STREET IMPROVEMENT PLAN Q R L T P M. 118 91 THE CONTRACTOR SHALL VERIFY THE DEPTH OF THE EXISTING ,Q 1s•oo'oo" lo7.ae' AW.0/, i¢orI BOSTON PLACE 16 WATER MAIN IN BOSTON PLACE AT STATION 20 + 50. 49 (AND AT OTHER LOCATIONS DETERMINED BY THE ENGINEER ) - e 3x'39'20" moo' 29.37 /5.r2' �pFEsslo STA. 13 + 29.95 TO STA. 19 + 37. 97 Q �r to / °35'S3 /O.�" /0.75' 5,96 -PRIOR TO COMMENCING CONSTRUCTION . 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NOTE " 0. wft X.- W-Vr DRICZ006-J0716 ALL VERIFY THE DEPTH OF THE EXISTING III,!% S-01691 6fpLdjjwk L 110 an ZZ,�_ As CINtliettl(If N" wl"A elLlob9_: "KJ04 Wl47A#A'( I z-*Zo_C�IT 16 " WATER MAIN IN BOSTON PLACE AT STATION 20 + 50. 49 t - 4?0_1405.41177 199 IN - I Is$ Re-VIOEP PIZIVEWAY L.4.7eA-riO6 aUlZa 6uttF-"� PeA TIONS DETERMINED BY THE ENGINEER ) 61 C>aWALK- CONIOPT, NOTF-5 (1`15551Z PIZ 9?-�;153 0,5;p PR,IOR TO COMMENCING CONSTRUCTION . THE CONTRACTOR E AW,t /0 /1-00 it v DESCRIPTION OF REVISION DATE CITY IT SHALL COORDINATE THIS WORK WITH THE PRIVATE ENGINEER 33366 A AND EXERCISE CAUTIO WORKING IN THE VICINITY OF w A 1\I D T -f/-\ i N AVV mr Wu THE EXISTING Itl �i - %0 CIO "CAMONJOA 16 WAT E R MAIN . C I 10Y 0 OF R A"No " "k H"0 0 op q'o C UR VE. DA rA L Now R T c A 154, 00 00 /0 7. es.o/ 14.-ap P. M. 11891 SCALE : 111- 401 s A 80 VN FOLL A (7E 0 7-50 41? 171, 8.00" 10.57' 49.?Z S S. C/ <0 S TA . 20+ 71 .97 TO STA. 23 + 30.00 40 0611 op 16 50.40 kf ll�,. IF 719 08 1?7 8.00 1 10.91 a.,M'l APPROVED BY: DATE: f e ff 1 .1 No. 34526 rmn /-I- /!po 4 a ag? aa 17.2.5 8.;71 CITY ENGINEER RC.E NO. Exp,09MOM 8.92' DESIGN RECOMMENDED 5e 0' 1 50-6v 1 C pm Y &�_ LfW., Q6A WLUAMS0N";bsN HMI"I CONSULT ING CIVIL ENGINFE RS ANO L AUND SU u //0-261 77-47 V�,Ons -?4f 070 DRAWN 111101 S.MLLMEN ME.,gn.0 ONTAMO�CALWORMA 1"701 M4)9W?M SHEET 1155 0!5 6.49 8.In? A 61IR V,4 Z?,4 71-4 ream OF i A L 54,5, 29�d�e DR WING NO. Ja R, E. N I 16.4 let I�Z!�� - FILE NO 14.,1-f 7, DATIi 82207.2