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4 Asw u t N E R A L N 0 T E S CONSTRUCT I ON NOTES ® 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY Lla90yN=4 BARS 12"C.C. OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS L FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL (I)--CONSTRUCT 8" CURB & GUTTER PER STD. DWG . NO. 303 :6, ea4 Z.1. 4 L BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE OF THESE TYR STANDARDS AND SPECIFICATIONS. (2)—CONSTRUCT 8" CURB PER STD. DWG . NO. 301 �•-- o NEW OR EXISTING PIPE TYpICgI! �® '� f . �: r ►- = • =0tpp`" ` ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND.TELEPHONE 0R POWER POLES► 3 CONSTRUCT A.C. OVER A.B. PER SOILS REPORT � FIRE HYDRANTS ETC SHOWN OR NOT SHOWN ON u �:;'�f®� > ;--!;, '`• NEW OR EXISTING PIPE WATER METERS► VALVE► ► ar'o� THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS 3 CONSTRUCT A.C. OVER 4 A.B . PER SOILS REPORT ,, ► --- WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED e e_' i -- a• OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO (f)--CONSTRUCT CONC. SIDEWALK PER STD. DWG . NO. 304 CUCAMONGA . @—CONSTRUCT SIDEWALK RAMP PER STD. DWG. NO. 310 jjN 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAM I L I A I ZE HIMSELF WITH THE SITE AND SHALL BE SOLELY REPONS I BLE FOR ANY DAMAGE 6 CONSTRUCT STREET NAME SIGN PER STD. DWG . NO. 401 ' TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM H I S / ��tPTs o , OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 7 PAINT 8" WHITE STRIPE GUM�,.�- 4.1 o s � S 7+00.- 8+ - 11i _ ► �15�oo 1 4 . A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA 8 CONSTRUCT BARRICADE PER STD. DWG' S. 404 8� 405 ZA SEE NOTE T ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT RIGHT-OF-WAY. (2REMOVE EXISTING BARRICADE cep x '' ;sr t','•:�::, �." �. /�t/✓r-T,QGL �, GG1�lEi(/ T.�EET G/�a^.yT TG7,�E//t/�T,gGL �c�Y' ®® N=4 BARS Iz" C.C.--// '' 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAVING@_a0417W,55<-,v �,,�,,�,vrQ �r ,�, 1----A' ,�p,�9� 72F42 Z. a-Nt a CIRCULAR TIE BARS STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT POINTS T.�k'u�'rT� T�'.q�•��� r�rc�i�rc�iv x WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT Q >� CONSTRUCT DRIVE APPROACH PER STD. DWG. N0. 306 1-99 ® INTERVALS. ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER ,L_ j„ AS NEEDED AT WARPED OR VERTICAL CURVE AREAS. 12 CONSTRUCT RIP - RAP PER PLAN 96417 Z45rY _ ®f 6. ALL SEWER► WATER, ELECTRIC► GAS► PHONE OR OTHER UTILITY LATERALS► 13 5.4GYGar Pool? a_,E.�4/V Llollv,4 f�E Q. YCdT,Y//V �E" '7G7 2, ® MAINS OR CROSSING SHALL BE CONSTRUCTED PRIOR. TO PAVING. v pr9 'cG a 7.PIPE COLLAR COMPACTION TESTS OF EMBANKMENT CONSTRUCTION► TRENCH BACKFILL► 14 CONSTRUCT 2" X 8" REDWOOD HEADER _6 7 L. CONCRETE V + DETAIL oo t t+oo t 2+00 �8��.,m - COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED 6#6r1AA1 �, AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH 15 SAW CUT EXIST. A.C. PVMT. AND REMOVE /SGA,0D Nasc-) L• r� THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR C) APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. @—CONSTRUCT ENHANCED PAVING PER 0,577A/G, 0/U .6.,- 677— 2 7 Gila 15, " 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED fco �" TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 1D8 —ADJUSTJEXISTING STORM DRAIN MANHOLES TO GRADE E•A.. T T T T T / /NT�: o9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE 9)—REMOVE EXISTING REDWOOD HEADER G•� �o10 T ao,5"AAW P%K 101-Ar,qAvv.6 AC6FF1/01_1u6 3 5A Z, 30 f9 SUBMITTED TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS rV AN.�t N / �qL „30, COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE. W/N TOrV AVE", p/ 1.16 G h"'/ �'/ .F✓ ' * r I 10 , PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT 5+00 G/T/G �'"T. F'/Mui GAMAI�IeA(a/� /0&AZ_. 0' / ' 1 TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN ,6�NTGEY gr; 01A&19 CA1VA:/E'Nal9 / GAG.. Q' •� A P P R 0 V A L a . 22 C��v �,�ucT �,c�,� /���v�tG K ,cl,e41A1 10W2 17-,m ,laW Ala. 5G? 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF CONSTRUCTION NOTES FOR STREET TE : A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL 23 L'c�SV�T, 1_1*l/r6/9ACC 07,G 471fla tiv 047e v G.F' ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRES- • ¢ C0iV,aT. G'`A7"cl-I A!5/1v -4.� G'iTY Tt?. 49Wa. A/Q a' . FOOTHILLBLVD. A,�G�L ,� L STREET TTO BE PLACE IN ACCORDAN CE WITH CITY SIGNS SHALL BE FILLED WITH A FINE GRADE MATERIAL OR A QUALITY BETTER STD. NO. 601. THAN THE NATIVE MATERIAL. r . @-Ce_2W5r. � 2. ALL STREET TREES SHALL BE STAKED AND PLANTED ACCORDING 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOIL STE- RMOtiE �"X/aT. C'u�' ,Q�v/.�' GuTf��' 16G-•.�' ARROW I-AvY. TO CITY STD. 605 . ILANT REGISTERED BY THE E.P .A. FOR USE UNDER A .C. AND P .C.C. SHALL w w w BE UNIFORMLY APPLIED AT THE MANUFACTURER' S RECOMMENDED RATE FOR 7 //v,�TAL.L. � 7'T 7,'426T/c'26: ,���' T ,5•' OAl gl��T'/ ,�c7,e rAQeAZ. d ' w < 3. SOIL FERTILIZATION AND CONDITIONING SHALL BE IN ACCORDANCE THE FULL PAVEMENT WIDTH PRIOR TO PAVING. 7y, 49' A• Q > 0 WITH SECTION 212-1.2 OF THE STANDARD SPECIFICATIONS FOR a cr Q w w PUBLIC WO CONSTRUCTION. TYPE I ORGANIC SOIL AMENDMENTS 13. ESTI MATE OF QUANTITIES I S PROVIDED I DED BY THE ENG I NEER ONLY FOR THE G'4Gp ,y - ,x,.f-,,a.-,,q. p,�Y�� ,%�`,T ,��,, ,,,�,T ,r,.p� ,.�' /7 z w UJ w SHALL BE USED WITH THE TIO OF 1 T O IC D NTS CONVENIENCE OF THE DEVELOPER► THE CONTRACTOR SHALL MAKE HIS OWN ,p,.t,�' �/,G?,,,Ga®�•s,yi� ,,a�,,,,�,!� z Q U > -' z TO 3 P TS TI SOIL. D NTS TO E TOROUG Y DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. a _ ~ ` `-' ® MIXED PRIOR TO BACKFILLING. ANY ITEM OR WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY CC D `�' Q LISTED IN THE ESTIMATE OR QUANTITIES SHALL BE CONSIDERED AS INCLUDED 6th. S T. c� FERTILIZATION OF L STREET L B PER THE IN THE OTHER ITEMS OF WORK. / -�'�4/NT why/T�,q�'�'Ow' 6 EA,. 4. FERT E /t/:T�4GL �'-2�,�a, a9"/GA/, 'N42 ��-TO.�',�/Nl A�1/YT/M€'` P6Ee c:'/TY'ST�L7.VWCv.IVO..4VZ 4/ 5A. SITEJCOMMENDATIONS OF AGRONOMIC SOILS PORT FURNISHED TO T 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 3Z hV_l57�1LG 1�ira.,A'"GSM/T L/lVe�A.4vEM�/VT M: e1<-/1V6.* ,C6/WA:;'0z/" 4th, ST,' SAN BERNARDINO AVE. 1 CITY INSPECTOR. 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. �/ AA71 Ir4"WI-11725r Z.AAle G/n/E'/4'G7/GF 65G vW i--AC6' i5414,1 R 1%4 ,� . NO STREETT E SHALL B PLANTED THE CENTER OF THE 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONS I- /rVOrAG.L. A'-/ S/GN, "�T©r �.oE�'G/TY�T�C7 �7�/Vc2 9,�2. ¢ e,4, TRADEMARK TRUNK IS CLOSER T THREE (3) FEET TO THE FACE O CURB, BILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING @-R,41AIr 4",O�pKEN Ye"GL®w raTiE'/,��',QGaAla �,E G'/T�'' rV.OW6.11 4G77. Z_41"Wl i5;VA l PARKWAY ESS OTHERWISE NOTED. CONSTRUCTION► UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL BE ,dA/it/T4'aoG/,C�YEGGQMv�T/2ipE la,9lz•01V6 ,pERG/TYary vwG•Ale, .27. Lllrt�I,p �ur� o+oo t+00 2+00 3+00 4+00 5+00 6+80 7+00 PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. 6. L STREET TREES SUBJECT TO INSPECTION D ACCEPTANCE LLUENU • A J I C Ar I ARW Y BY THE CITY ENGINEER. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN,HAZARD V I I A'pmjm INDEX MAP FREE, ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED SCALE: t"=150' UPON REQUEST OF THE INSPECTOR. �� P 0/c� 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED►48 HOURS PRIOR TO EXCAVA- TION . XCAVATION . PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: o—`1_0 / L/tib E,X/5T, GY'GY• 52Y Rlw ,r,M7 /'a,AV,G5A leAJ"r A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT MR. BOB STALL I NGS (2133 969-2718 �Y FOR BASELINE ROAD CONSTRUCTION 27' 27' NO 071 ,��/ B . GENERAL TELEPHONE C8003 422-4132 � e�✓Q � Z/A 7 f / ! FOR UNDERGROUND SERVICE � 1 G 2 22 22A/. .Vt r> r2141- /GAN C. SOUTHERN CALIFORNIA GAS COMPANY C714) 529-2889 6106 ,4Lfz RA44P I , / 2191 E. BIRCH STREET (714) 529-7070 4- Ile BREA► CA 92621 &B ENA U"HAA A A Rmm d Rd- t SC1S'l`�tll ! y l3 D. CUCAMONGA COUNTY WATER DISTRICT (714) 987-2591 ;Q,oc7c,. o zr 9641 SAN BERNARDINO ROAD T/®rt/ BRASS PLUG ON WESTERLY CURB RETURN AT THE N.W. 4 ��° RANCHO CUCAMONGA CA 91730 CORNER OF 4 th . $ CLEVELAND STREETS IN RANCHO iot .25 To 2Q 4 A 2v o % � � - E. METROPOLITAN WATER DISTRICT C714) 593-7474 CUCAMONGA, CA. ELEV. = 1028.44 M.S .L. rA.,t;; 2, .4 � a ,q� f 4 P .O. BOS 54153 7 LOS ANGELES, CA 90054 18. ALL PIPE LENGTHS ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE (OR END OF PIPE WHERE PLUGGED) . WIAI / •. 0 SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT �... Q _ 19. THE FINAL R zg � SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS :W I>TM I N ,eE.vtcav C�rtP Qls�-�z ,dam .2" t r �2 .44002 026V THE ROADWAY HAVE BEEN INSTALLED► ALL ON-SITE I MPROVEMENTSrr COMPL.El"ED sEL151caJt1 al+l 5,L/ r ; ttow'vyac191 0 AND ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS AREeRMOVED V/51Dru O/u 511ECT5 A!5&I��e.00-70 BY Ate/--�G'�5� �,�, AND REPLACED AT THE DIRECTION OF THE CITY ENGINEER. ul G Y wG DATE APPROVED 4y .4 CONSTRUCT I ON NOTES AND QUANT I T I ESA Aloft F L; . .� A?m 70 U KmNU = Lp a MUNM - 000NSTRUCT 36" R.C.P . 1000-D X678 L.F o"IWrN PLAN AND PROFILE ,¢ .3/ omCONSTRUCT 33R.G.P . 1000-D 397 L.F./ DR 00 13 3 CONSTRUCT 24" R.C.P . 1500-D L.F. Sm T R Ed twv T I MrKUVLMtN I PLAN160% CONSTRUCT 18" R.C.P . 1000-D 2_-'9_,5 L.F. UTICA STREETo BENTLEY OTREETO 04 5 CONSTRUCT JUNCTION STRUCTURE A PER CITY STD. NO. 508 0 A. VINSTON f AND TRADEMARK 65 EASEiL.-lEit/T � ..._ Zia 2� SII I ®111 '' 6 FARKUAY NORTH CONSTRUCT JUNCTION STRUCTURE "B" PER CITY STD. NO 509 1 EA. APPROVED 2 2 CONSTRUCT MANHOLE "A" PER CITY STD. NO. 510 2 A. Y T / ,� ITV - . o . 7 / CONS U T C p1pE CO 9_.P.. AIL HEREON. , EA. VsDESIGNND All ATES RECOTE DED ;•.:.,,,,.. M.R.M. CONSULTING CIVIL ENGINEERS M -rRA Q 6MA/Fk ccL PLANNERS �. ®PARKWAY A10WOrH .3DRAWN 1 E. 16th Street SHEET S TACALIFORNIA7 1 l5erlIvIrl.EyV/sIIONS aY a o tN6. PLOTTER ANA• E 714 -254 •� AlT.g. A-17 - CHECKED_ C M.R.M. ATFILE No 449-873-1__ U EX. 5io,W U n L=50.52" G= //7-40, o.C. L=152.77 O.C. m w"? ^ oc BENCH MARK : -- -- - ----- --- - ---- -- - - - { 44. 4 _ _ - - - - - - - - - --r - - - - --- - -- -r - --- -- -- - - -- - -- - - - - - - - - _ -r -- _ - - -- i - -- -- - - # BRASS PLUG ON WESTERLY CURB r1 + i N h i ; i 1 RETURN AT THE N.W . CORNER OF OLD 4TH AND CLEVELAND STREETS IN to ' t 4111> , RANCHOCU � A ^Ls 5 .p `t ELEV . = 02844M.SL M.S .L. + 9447• - - ` r• L= o.1Co /5`T 'Lfi@3 - _ '. + 4 ear o G. . . . . . �PETURN , 14 1 LA 'ly4 'T�?,�' Lam' Al LY ra-fi!' -:09 ' - - --- rxlsT f5 - - - - - - - . . . . . . . - -- 01 1• r,� _ -�-� s_ 7�P � N L.Y /t�A01AM CURS -�-2 �I _ .�. � �- L=/5.71 b • 0. 44 EX/5T. 5©f 4/c. .� . Pl. _ (50.35) - - - L= S✓' r f� ; v - - -� - - - - - - - - - - - - - - - - - - - - - - - - - - _ � � 1 �337, � • m � � � =�z 48 - ,�,Ws7`G 52 - O� L �' J,,48 , nom +0 0 �p COLO �^ > ; N ' of . U. �� 51LY CUA¢B /P�lv i i - - - . . - - { � � y � - - R - - - _ , PROFILE HOR I Z 1 "- 40' ,vEOPESSbry -'�'2 f i VERT 1 "= 4' 1 1 1 1 1 11 PLAN 1 " 40' t 15+00 17+00 18+00 19+00 20+00 21 +00 22+0 23+00 + 24+00 y� Z a w CONSTRUCTION NOTES V I l TCW AVEWE z -., N* 3 SEE SHEET NO. 3 \ o ` / 3}0 1 \� � 3l � \ • N � 1a---CONSTRUCT 8" CURB a GUTTER PER STD. DWG. NO. 303 frp v `Q"` I cIO /� Q-/y /' CONSTRUCT 8" CURB PER STD. DWG. NO. 301 5 3i �x�lr / `�y�� qI 5""4.C. ON4" P�1VE.2S ✓UF'�TER 'GbMMJ �C C 3�-CONSTRUCT ~A.C. OVER 4- A.B. PER SOILS REPORT 0 P q� G � 8.8 x4.4"X4 /30ROL�.2 AGG. ��15E TY,oE Sv 7A 4�-CONSTRUCT CONC. SIDEWALK PER STD. DWG. NO. 304 .. . x ,� ✓O/NT5) 33 s x _ __ _cam ; • - - @)-CONSTRUCT SIDEWALK RAMP PER. STD. DWG. NO. 310 - - ( --CONSTRUCT STREET NAME SIGN PER STD. DWG. NO. 401 - A /J� / r�✓07 rr. T 31 a ` \ -PAINT 8" WHITE STRIPE AGG Ex1s-r7A� A,e,e c -8 -3/ o ,��'ty �'FB tlC ^,1Q �y 3 �* Y� \ X �j� ,dC G 8�-CONSTRUCT BARRICADE PER STD. DWG' S. 404 a 405 fsrR '� j�1�' 1 H s 1X1 00 k /"Ls1YEQ 5A/v� 9O-REMOVE EXISTING BARRICADE id(^ �,jp 500 1-1-1"Eit/ STQEET L-,t"�!T 7b BSE IMMA/�F� I 1# 0 1 Q /3Y SOC/T'/EQN CAG/FO.QiV/A Ep/50rt/, PAl/�FO.P CG�P/�/rvnTEO � ti PAVER DETAIL �TH,�v C/TY T�AFF.L' /J/t�/5/OrV ,BY�YELOPE,2. 3 . `�b 5 - " A 11 CONSTRUCT DRIVE APPROACH PER STD. DWG. NO. 306 33 i k F '� �„ / ° 4 p- &-CONSTRUCT RIP - RAP PER PLAN 1� '� 'V ,,�N�' a, ' _�_ �• dG 33 R'1*0 5,4WC!/T FA'f' CLEAN L/O/N.4S IfrVb BY CITY/NSPECTO/f' �, Q �� t �. ,p� h,�• 61 CONSTRUCT 2 X 8 REDWOOD HEADER �� � O � Z n � r� �!! x .� 34• • �� m n p cQ vJ f� >y d z 14 rN fix P N 0 2 (5 -SAW CUT EXIST. A.C. PVMT. AND REMOVE �.� A �m� x m /O 33 5F 1p 5 / 16 CONSTRUCT ENHANCED �.aVE.P PE,PraiL f�E,PEON. •oqP '7�, �� � i � � f G� 3 � _ � �; 22 �3r�'r Ur✓o�si.�.��- oe��r�� cry s�z� .vt�.�a� � 'fit• s_ `-C �� �i �y �J c ',�. p m 1 1 7 6�. Z /g ,4/JJUSTEX/5T//V� 9M,,PM OSA/A/MANHOLE 7th 95 PeAZ7E. 3 L/M/TEO AC'CE�S CL/P,ff f�.� ey1Y ✓�7� zaveo /,V 9p � � � 'x �� D�,'J� �� � 3 l/Sr tiy�p' ,��'? V /Z H �9, �• �-CAST C47EW a45/N #3 f1ER. 07Y STD DKt;. W. 544; W#V s a rm PLAN. Loc u- zxpF F5�lm PCR. Cfre 57V DWG. A+l�. 518; TRADEMARK PARKWAY NORTH ' . @--,W967rB. . ST,2/P/MG SHALL dE /NSTALLEO TO NA✓EIV A✓E/VU6. R�ApVE FX,LS77IVl; GZ/leH GCITTFR:. R-2lofS> 6hYA" BE/NSTAL.LEO AT Gf2 6E�RE STQ/P//VG. do c,� s � INSTALL ST,QEET T.QEE. 60rAA11CAZ- 7 DESCRIPTION of REVISION ►^I` ' y1Q E ®-- PAINT Wf1/7L' A? OW. DATE JAPPROVED A y M /A, 11N CITY OF RANCHO CUCAMONGA Gs 0-weu[.L R-2G<5) 5/GiVS �t/O STOPP 4 ANVT/M5 O ALL STREET L/GNre(- Ije /NGL Dome, EX/5T//UC, 70 DATA HAVENAVE. PCe C/7Y.46W vW6-A'0PLAN AND PROFILE DATA , . .F _ _ OR 80 - 13 DELTA/BEARING RADIUS LEN./DIST. TANGENT Q DELTA/BEARING RADIUS LEN./DIST. TANGENT �O ` � n ° " 50.24 � E�� 32 INSTALL "STOP''L/M/T L/NE � P,4t-rmew MARK//UG$ A 81043' 47" 35 .00 49.93 30.28 O N 68 08 31 W ZAti T5 s 82°42' 26" 35 .00 50.52 30.81 N 17'30'38" 360.00 110.02' 55.44' -r2�•ovE/v�EN /ze c ' 55/ �GSTREET 1 MPROVEMENT PLANS O /M S @33 PA/Nr 4 WHITE LANE L/NE /4 OFF CtlW FACE � 4 C 71 °53' 05" 385 .00 494 .29 279.85 Qo 08°37 51" 350.00 52.E ZG. 3`T' ✓6'TO 4,07. TRA1A!�K P�►RKI�AY NTH O 78027' 06" 35.00 47 .92 28.57 0 29026' 08" 100.00 51 .37 25.27 E 82007- 1 1 " 35.00 50. 16 30 . 49 O 200033' 02" 10 . 00 35.00 55 . 16 �--INSTALL R-/$/&N, "STOP PER C/7Y5TD. DY✓G. /VO4OZ. APPROVED BY DATE O 91 ° 1 9' 12" 314 .00 500 . 45 321 .32 OFESS10 CITY ENGINEER RCE No . ?3l7 Oc 4-7*o ' s4" 360. 00 295.51 ' 15�.�5 � �1 Tpk ' ! DESIGN MADOL AM --A OC I RTES RECOMM N�ED Q�S� �Q, M M.R R.M M. CON, l T I NG CIVIL ENG I NFFRS A H 180000. 00" 5.00 15 . 71 AND AND t 13-05' 46" 350.00 80.00 40. 17 a E 3 3 I " N /1 r" DRAWN 1820E 6th s uet SHEET ' �� r� -20 PLOTTER SANTA ANA. CALIFORNIA 92701 2 G fl4 ��a CHECKED RCE NO. t m14 A 240 21 ' 22" 100.00 42.51 21 .58 * # PHONE 714 835-2x48 OF 0 130 33, 05" 100.00 23 .65 1 1 . 88 �'� CAL1Ep� yNG a6 -NO'4&" 340.00 8e. co V, 44. &O' M.R.M. TE �: fes_ FILE No y 'RADEMARK PKwy NORIh S7 PLAN 12 [C 8t ] PF 449873 6?0 14 Jun- B8 1 • 19 AN / 449 6/3- 1 v� 0 ��0 I I I " I I I— - I - I I I I I I I � � � i I I I . I � 0 1 1 � I . . 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I � � @_ � , 0,111 - w 4��Sbbi)Ab�' RECOM DED UF 18011 ' 42"' 100.00 31 .76 16.01 P,411,F1WzFA,1r 1ffA1CAl45;, � v DESIGN MADOLE AND r_z3 I '^_1 180000' 00" 10.00 31 .42 � DELTA �� RADIUS LENGTH - I PAlItIr 4"'141111r,5 Z-41112F Z_1A1,5 14*' T e. M.R.M. CONSUL P44 SWE 6 3 , _, UG C) I&77- ' ' �? - '� "'U-`,'O 15445 j4:�X?;:�;7_r.?-A�27. go*00/ # 8.001 82042' 26" 35.00 50.52 1 30.81 1� �"1 0/c5l'i K "D -"',�.c No. 1 1 AM LAW PLANNERS @) 00 12-57' 0 hIll6-Z' ,":�-'-/ !:�;14�;Ivl,1�;ra,v-"lc�5w;, 'm r" SHEET I 10^.1 ' I I 8__e17Y 6;rV VW6.AV.462Z. / Exp. 3 Z-12 I Aw � I . UB 81 0 43' 47" 35.00 49.93 30.28 1 1 1 1 '_*� 1. , I I � I . 4 PHONE 7 0 - " & � I - - - . 10� 11 ":' I * - Im OF I e.It"e 01 I .'(!!��14FA 1A Ir 4/,lial zaK,5A/Y,51-z a k/t��; =!j A I I � e�� '� ((�) :�)0'0 00"00- 11 Ae!�57 - . AZ-,,,'2Al6 li��/C�F"<_',111117y i�"r'C2.42AIa.Iva 0/v"' 1\%-- �_ CHECKED . _yN __ ----- RCE NO. 14fUADRA NG No. oil ,,il,lmli.l... I � 1 .0'-'41. � nr - M. MMMM�om - - - - , . - , L11711 zi�� 'i - __ �-� ' ' ' ' ' � ' I ' :.�4 , I 1/11� I J -%. _%t 11-'v "� Ill 'i -k � ( ...[ - ��_' , I I �'�' I � I I I �' ' I I - - I ' 'N � _( I I I I - � , � + � - -___ �-l___- - � 0 ' * � , , - � .woo- - �_____ � � 7------- I . - - - - ;,"-) I I � .' 11 " I . 1) /n& .____ I 1 f,2 1 OF CAL\� I . )4�1//\,//7_4"Oal IV y M.R.M. '5Z/al4l.-�'r/l�li laa'L al\ll,illi b � I _____________ __________-______ ___ ____ �� milit illill 1 (�69_ 1 ._ I � . AV.4477 - 'KA-TE d-Jd- 15 6 I FILE No- ______ I iiiii�iii��!��� 6��11111 iiiiii���ill i 0 �i I I . I'll, ?E0,851PF.- 449873 621 9,.,AM / 449-873-1 ` , I 4 I I - Ai I � � I I - '3 0�- ' " I I = W53- BENCH MARK : - -----r — - - - — --- - - - - - BRASS PLUG ON WESTERLY CURB �^ 1 : - - - - - - - . . �¢ � REtURN AT THE N.W. CORNER OF ll 4TH AND CLEVELAND. STREETS IN . . . I i i j - - - - - - - - - - - - - - f : : _ - . 0 RANCHO CUCAMONGA. CA. i 1 i J i N ELEV. 1028. 44 M.S.L. �. - - - - - � . . . . . . . . . . . .. - - - - - - - - - - - - . . . . . . - - - - - - ,WL - _ - - - -- - - j �_ � y h , } � � a h _ _ _ _ - a, - - _ - - - - - - - - - - - - - - - - - - - - - - _ - - - -- - - - -- __ - -- - -_ - - ---- - - - - - - --- -- - - ---VZ (30 -) ---- �- (28 —) Iss . . . . . : - - - - - - - - e26 PROFILE I - - - - - - - - - HORIZ 1 "= 40• VERT 1 4• ' 1 0+00 1 +00 2+00 3+00 4+00 PLAN i "= 40' 5+00 5+00 7+00 8+00 9+00 FORTH STREET CONSTRUCTION NOTES zz SCALE: 1' - 40' /ro i Z O1 —CONSTRUCT 8" CURB & GUTTER PER STD. DWG. NO. 303 W Geo !oo' V �� ®--CONSTRUCT ,4! A.C. OVER 4"A.B. PER SOILS REPORT CONSTRUCT STREET NAME SIGN PER STD. DWG. NO. 401 •k r 13 .6,4GVCUT FOfr cz e,4N ,Iol v AS /Frob BY C/TY 11vG19EC7o1,p t c 1 REMoVe` EX �1' K1G REDWOOD HEADER �r �r /N�'TALL �OiO L11�/ ST,PEET L/(sHT TO��/M3TiIGGEt'�/SY Q! I C P � �I — — /Q ,sem-DuTh'E�iV G4L/FGt7i�/�.4 E/Ji`r✓-G3t/� . .4/d FO.P � CGI�iPO/i�/.4 TLl7 • EEK 3 R.GD A � i v u G'/TY TiPAFFC �/✓/5/ON GY OEl/EGGLo iP _ i _ ._ ADJUST EXISTING STORM DRAIN MANHOLE TO GRADE 32 0 It� � x e' e.c_b. cam_ - - � :. -57 9D .• ,r - ,, ,r, _ : �, �� 5i 6E"T 001 +00 O +00 3+00 fix. K,�s,� L� �4+00 NO°r� Geo W 5+00 / ��y 6+00 EOc$� OfO'OCl 7i00�G4!/ ` %� �'00 O 9, 0,.... _. . . .- .................. .. .... .......... ..... ....... . .:.. .. .. . .. ......... .. .....:... .................. .. ............ .................. .:..:. .:::::::..:::::::::::: ...:.: :ilii::::}}}:.;: - .: -::::::?:•::}ii..:,. .., 9 _ 4 � 3i N If)►Rc�G "AP No. �9B r \� EX/sTING /MPi?d1/EA/Ic�wt/! 1 V ut!EAsT s ALL pF s7,�zCE'T 'a 4 �, � p � p AUTICA STREET DESCRIPTION of REVISION DATE APPROVED CITY OF RANCHO CUCAMONGA PLAN AND PROFILE • D /NSTALL �C-2Y<5) SIGN, �s�,v1� ,4�/,+�;A OR 8s - 13 G/TY 5T0 OWG.NO,402, �-IA*7ALL STOP"L/Mlr/-We#t PAi�iNENT Mq,PK/NGS. STREET IMPROVEMENT PLANS PA/NT4 BROKEN YELLOW 57?/PE AGOtiG PEEP CURVE DATA G/7Y 5T,0.,C7WG• ti/O.407. UTICA STREET FROM 0+00 TO 9♦00 DELTA RADIUS LENGTH TANGENT �C�TY 5 U. .C�l't/G.��j 5T/Z/oE/OY�'LONG��P A Y � DATE 1 1l �� O 90°44' 01 " 35 .00 55 . 43 35 . 45 O 890 15' 59" 35. 00 54 .53 34 .55 QROFESSIpk CITY ENGINEER / RCE No .223J Qwa �1�L10K '�1�, DESIGN MADOLE AND -ASSOCIATES RECOM E DED M.R .M. 1DCA 8 ! a" CONSULTING CIVIL ENG I NFFRS 's AND LAND PLANNERS toll No. I DRAWN 1820 E. 16th Street SHEET Exp. ?/ 9 Mo PLOTTER SANTA ANA. CALIFORNIA 92701 4 (� * PHONE 714 835-2548 OF ofca o�� CH CK RCE NO. 14814 ACJ NG NO . M.R.M . DATE 1-3a-aQ FILE No / /5 . / UTICA AVE ST PLAN 4 TH ST TO BENTLEY - 12 [0.85) PF : 449673 522 14-Jun-88 04: 17 P 7873- 1 L BENCH MARK + 4_-,. 11 1--__: BRASS - PLUG ON WESTERLY CURB ""A 4 + 4 1 1 A-- --- ---- -7 ------- -------- 4 4 -4-- ------- RErURN AT THE N.W. CORNER OF 1---- -4 T - -j- 4 ------------- 7 k25w__LT--- 4TH AND CLEVELAND. STREETS IN w-_ I---- 1_77� -4- 41 7_1 ------ ------------ ELEV. 1028.44 M.S.L. RANCHO CUCAMONGAP CA. 4- 7_1 - t 4%. W, t �4- 7, 4 4- 7 '00 ----------- 4 F------------ Ilk, + -4,4 Al-........... 4 4-- + T": L= 4 ........... ----------44 4/ ,d 1 4- f+ - 7?71 .............. --------------- 4 ........... ------- ------ + +4) . . . ... ------- ult 46-0 4 00c_15� ---------_............0 ----------- 1004 ...................... ----------- ----------- ........... N7 ---------- 7 1-7 -'RGF ItE HORI Z 1 40' ------ VERT ' l 4 ------------- PLAN 1 40' 9+00 10+0 0% 11 +00 12+00 13+00 14+00 15+0" 16+00 17+00 18+00 NXI Cu"NSTRUCT I ON' 1`10TES /0 LL WhLE: 1 40' /0 -, 14-1 it RFPA0VF_ CPAP 915ER E /V ./w. /0 &— # _156Z 4�7 A "A 0 0 j I(*— \j + 4 cu cv 4- % �v LK RAMP PER STD. 'DWG. NO. ,310 /0 27 7'�� 44&41AI 75 al� 97)rk�`7. rz�*I aa?74e CONS7RUCT MVE APPROACH FER. STO DWG. NO. 306 c k I A 4) Rlw 14elw 1--4ra J06071%e _0 A 777 14, k B a P& rwlft" KIN (I 3)--,6,4X1CZ17_F01F CZ,6,41V LA011V 49 Ho I- __ 0 0 7 o %-.e lf�50A'98r UL ..... Zl(g— " X 8" REDWOOD HEADER N SD NAI D-_.AFC,10' I — N SD- SDI AMZ� 01, 1A1,57A-1_1_ Z_e1",5-1V ,5r,4F,5257- 17- 7-0 �' "'��7 *110 CIA 11V,67A_ -7o'oor/ to-too 15;00 j-7 14#. 9 0+00 11+00/ �,_x 2+00 13+00 —SD ..... . .... (18�—ADJUST EXISTING STORM DRAIN MANHOLE TO GRADE ...... ... .... ........... . . .... ...... .. .. . ....... ......... ..... .... . .. ..... . . ...... ..... ............. RENO/E EMSTING REDWOOD HEAD 77m� C0N97,!,,,`A rC11eA511V-Ae Clll-'grO 4,2Wa. MO.0AIgr OCAZ Ivo 15; A107-6 �O 1A467A �56L5* rA el-o�F OA/ GX7�2Fr eF07A- A11CAZ_ 77ko��zF )t7AV6VOA.,7- ��AA515rloAj 49 471-A Al2� Ae, 1��A VC-r"�5AIr 7-0 4 11W1 7-�q fg1_1e2WN OA/ _411A�fV 1A re,V) C01 W 57. VA,<PIA AW A AEVW L D,4�-,00 %MOAT I A sl REET As -70 00, A& TRAISMOAl SrRU6TURK 4�2�A zt)WVISE�D Al.W C&RB REMRAI (9) 5A477_4W LIMAX R.ww - 0 PLAAl TZ 5 7 INIISAP� CONS TRIX T10A1 A10 66A(577 57/ T I N o f RE v I S I ON 'IAISr,4ZZ A-.96�5)5161AII "A10 57Z)/171/,V6 AlW77445," CPS VAJ]Tf�� DESCR r u C -Y' 5 7 V ,PW6, 17 AO. 6RA5>lA16,QAk DATE D AF111,5101.1.6 Yq6'1-C6C CA1G1N6-6911t16; :5-rx1pE kom�, _Oft A &A a% cm.- srp aw6. mo. 407. C AT L"pF RA "Co'k H 0"'A' C AOL Jm mUrApEl' U WNAa%A -RSO- F� W VE EXI S r P OR W AW NIMaoct 7-50-01&4% -JL_ oo, 51&A49 TOeE D/9 ExPiffif AlOr Aft JEEF ANIV AMV Oft Korl--wt o w- t m N .0 All AW AP UPI v c CA STREET FRM 9#00 TO 16*56.0 26 OETA& DATE 1_-2oeA11V No M.OV7 t J RV`E r" A T A ESSt IA146 CV DESIGN MADOLE N ED DELTA RADIUS LENGTH LI) TANGENT- N 7e M.R.M. CONSLILT I NG C I V I L ENG I NEERS 7_= UA 90043' 59" 35.00 55.43 35.45 LAND PLANNERS No. I I DRAWN u6i SHEET UB AV 89015, 011, 35.00 54.53 Exp. SANTA ANA. CALIFORNIA 92701 14) PHONE1714 835-2548 OF INC.: e)0000,00 j3.00 D7 14ILL4- 4� VAPAIAI I.A4FoqAe. 1A!F7A* 14 41,6.fq F. ��/s OF C M.R.M. ATE -873-V 44Q 50