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HomeMy WebLinkAbout1240 mom p �y A C Eti�/tiEE,�/tip GENERAL NOTES WZQ` N p OATS cc �' 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE No. 41983 Exp. 3/31!00 CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD _.. SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION. s/ Cm\- ��Q CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE WIL15ON AVE. qTF 0� vi FOR ADHERENCE TO THESE STANDARDS AND SPECIFICATIONS. OF r p�` Rri . �, ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER 2 n ., POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT 7 Q SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN N THE CITY OF RANCHO CUCAMONGA ADJACENT ARRAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL �j BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT I- NO COST TO THE CITY OF RANCHO CUCAMONGA. z Ill M/LL/N N Ay E TENS/O 8 9 3. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA W U1 v � _ 3 � 4 ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR 7 Y �� CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR i - � > � _ HIGHLAND _AVEC � � RIGHT-OF-WAY. 1 4. ALL SEWER, WATER, ELECTRIC, GAS, PHONE, OR OTHER UTILITY HIGHLAND Z A u1 [ I 12 LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO .. VE. 10 5. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH ISI TH DEER c PROJECT j ( I f BACKFILL, COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL CHANNEL I BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. ST. ANY A WRITTEN REPORT WITH THESE COMPACTION TESTS SHALL BE SUBMITTED FNfZNIONT ` . TYPICAL STREET ROUGH GRADING SECTIONS TO THE CITY ENGINEER, FOR APPROVAL PRIOR TO THE PLACEMENT PARCEL 1 OF BASE MATERIALS AND/OR SURFACING. SO. PACIFIC RIR • I RAA/ 6. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR 4' Is'Tb'?e' 'TOI'i' lo' DETERMINATIONS COMPLETED TO VERIFY STABILITY OIL CONTENT AND I I To741 eENC" GRADATION OF ASPHALT PAVING. 1�� LINE AVE. �N1�'E I 7. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH NN DITCH It UNIE A.C.PVk4T. I, CONSISTS OF A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED LKF BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE fSCALE Ny � mmums AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE PRIVATE ENGINEERS 1r• =2Opr ~` O,V AC �� mom. MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. INITY MAP ti 5 12 144�IGH ,RADE--% UNE CAP,C.CURg 1.2'� 0.3 �� 8. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM VIC TO CONTRACT u m ANo�UTTER µ4T RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION N,7. 5. NOTICEOR M ` 10 \ SIDEWALK DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED THE EXISTANCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR � .0 I HIGHLAND AVENUE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER (STRUCTURES SHOWN ON THIS PLAN ARE OBTAINED BY A SEARCH OF FOR APPROVAL. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO U ��`� 0 9. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT, CLEAN, HAZARD EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRAQTOR FREE ORDERLY STATE THROUGHOUT CONSTRUCTION. SITE SHALL BE UTILITY CONTACT IS REQUIRED TO TAKE DUE PRECAUTIONARY METHODS TO PROTECT THE CLEANED UPON REQUEST OF THE INSPECT,,,.. / � R/lY I R/W C�^T/lD UTILITIES SHOWN AND OTHER LINES OR STURCTURES NOT SHOWN ON THESE 70 PLANS. ... A710. THE RESPONSIBILITY OF ADJUSTING MANHOLE OR VALVE COVERS, PAVING II .lr6RD. BENCH /a' z2' z2' /1' BENCH REPAIR AND PAVING REPLACEMENT IN CONNECTION WITH SEWER AND ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON i qs' 6' a. ros, Ndr.6Ro. WATER GAS PHONE ELECTRIC OR ANY OTHER UTILITY LINE CONTACT THE FOLLOWING, AS REQUIRED. 48 HOURS PRIOR TO EXCAVATION OR RELATED TO THESE PLANS SMALL CONDUCT THEIR OPERATIONS SO THAT J s o, / [t' ,�c Prar /, , ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC / -1 � f- �o I INSTALLATIONS WILL BE THE RESPONSIBILITY OF THE OWNER, AND SHALL Is PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY / 5 BE ACCOMPLISHED IN COMPLIANCE WITH APPURTENANT ORDINANCES GENERAL TELEPHONE COMPANY: (800) 422-4132 WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. Z%F/LL SLOPE } /f/LLSLOPE 200 SOUTH LOCUST. DEPARTMENT OF INDUSTRIAL RELATIONS"'CONSTRUCTION SAFETY ORDERS". p�' �? 03J AND STANDARDS. CONC. P.O. BOX 2920 #ATGRA CONCWRe S/oEw4LK Nfr5ea 11. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL POMONA. CALIFORNIA 91766 THE CIVIL ENGINEER SHALL NOT BE RERONSIBLE IN ANY WAY FOR THE 1 Rl9U6N6RADEL/NE ANDGUTrER FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE CONTRACTORS' AND SUBCONTRACTORS' COMPLIANCE WITH THE PARCEL MAP 10185 1 FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. SOUTHERN CALIFORNIA GAS CO: (7141 529-2070 DEPARTMENT OF INDUSTRIAL RELATIONS'"CONSTRUCTION SAFETY ORDERS". I KENYON WAY INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES 2191 EAST BIRCH STREET (7141 529-2689 CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ( CNT.S) ARE SHOWN ON THESE PLANS. BREA. CALIFORNIA 92621 RESPONSIBLITY FOR JOB SITE CONDITIONS DURING THE COURSE OF .� I 1E 12. SHADING ON STREET PLANS INDICATE A.C. PAVEMENT, DETERMINED CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND Go BY STRUCTURAL SECTION, TO BE INSTALLED. CUCAMONGA WATER DISTRIC.'I: [714) 987-2591 PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND 111) ZR/W.PAW 13. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. Iv O 9 N B RNARDINO ROAD NOT BE LIMITED TO NORMAL ORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER c7 W /20' PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF PAVEMENT RANCHO CUCAMONGA. CALIFORNIA 91730 HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION r /0' 60' 60' / ' POINTS WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE WITH THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE BENCH• / ' 40' 7' 7' 40' /3' BENCH PARCEL 2 ,wor.6Ro. THAT 50 FOOT INTERVALS. ADDITIONAL PAVING STAKES MAY BE NEGLIGENCE OF THE OWNER OR ENGINEER. J 6 U J so�Gr B .Lc.Pi'AIr / I /, ONLYClleB / s I t N.4raRO REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR VERTICAL Q I F 1 , ./FIC1 CURVE AREAS. F- F/LLSZ - SLOPE 14. SUB-GRADE STAKES, DRIVEN TO THE PAVEMENT SUB-GRADE ELEVATION, ... J� NAr.ORO. CONSTRUCTION NOTES AND ESTIMATED QUANTITIES ( mr6RD. Iz /z 0.3 ,>�, SHALL BE SET BY THE CONTRACTOR OR ENGINEER. THE STAKES SHALL O I ROUGN6.e.4GlFL/HE COW CWB,4ND taut. BE SET ALL HINGE POINTS, EDGE OF PAVEMENT POINTS WITHIN 0.01 FOOT �- GONSTRUCT 5" A.C. OVER 4" A.B. PAVEMEN-1 (TO BE VER\FIED AT SUBGRADE BY SOILS .EI4GINEER) 149,105 SF®® 6urrE'R SIDEWALK OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50' INTERVALS. ozTIONAL STAKES MAY BE CONSTRUCT 4" A.C. OVER 4" A.B. PAVEMENT. (TO 8E VERlF1ED AT SUBGRADE BY SOILS ENGINEER 83,225 SF- � I MILLIKEN AVENUE ATT WAR ED OR VERTICAL AREAS.QUIRED BY CITY ENGINEERS AS NEEDED -- INSTALL STREET LIGHTS �,SOO >`- H.PSV. (t8" BOK OF GUR13) 19 EA Q rN.T.S) 15. IF THE ASPHALT CONCRETE IS TO PLACED ON SUB-GRADE, A SOILS 3� CONSTRUCT 4%s 4 Co WIDE SIDEWALK PER CITY OF FZANCHO CUCAMONGA STD. 310 4 311 . - 31,r,So SF® Lc. ESTIMATE OF STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. 5 -- CONSTRUCT 6 CURB W/24" GUTTER PER C1T`t OF RANCHO COCAMONGA STD. 303. 5,1�2 LF I SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED a-- CONSTRUCT SPECIAL CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. :3 CF) . 1,240 SF + I EARTHWORK QUANTITIES '16. ESTIMATE OF QUANT TIESRATE FOR THE FULL1EIS PROVIDED WIDTHNT IBY TOHEAENG VINGNEER ONLY FOR -- CONSTRUCT HANDICAPPED RAMP PER C17-f OF RANCHO CUCAMONCDA STD 310. 4- EA• } THE CONVENIENCE OF THE DEVELOPER, THE CONTRACTOR SHALL MAKE 88 CONSTRUCT .5" CURB ONLY PER CITY OF RAN CHOCUCAMONCiA STD. 301 . - 3,61-1 LF / c4l Y. HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE C) INSTAL STREET• NAME SIGN PER CITY OF RANCHO CUCAMONC�A STD. 4sJ1 X402. 3 EA• N SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS Ip INSTALL STOP StvN PER CITY OF RANCHO CUCAMONGA STo• 4.01 402. 3 EA.® K ESTIMATE OF ' EARTHWORK EARTHWORK QUANTITIES CUT FILL - WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES �I I CONSTRUCT 8" CURB W/4$"GUTTER PER CALTRANS STD. PLAN N8-A2-8 MODIFIED PER DETAILON SHT NO.2. - 055 LF ® 1A PPj . RAW /B .5-7/ 6 256 SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. - ® v1G�OR� CLEAR d GRUB (0.15FT.) C� 73 % F=27 % ¢B4,5003F ( 1,965 > + 727 18. PRIOR TO- 17. CONTACT ALL INS INSLITIES AS TALLATION ON OFR AQNYRED, 48 PAVING,OURS A MATERIALS REPORT RIOR TO ASHON. ALL 13 REMOVE EX1S-PINED A.C_ PA\/EMENT_ 44,C)OO SF ® / SUBSIDENCE 110.25 FT.) C = 73% F=27°o 484, 500 SF (3,275 > + /, 2// BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR 14 CONSTRUCT C)UN ITE 017'C- •N PER DETAIL ON SHT. 2 1483 LF- DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND ADJUSTED QUANTITIES /3,33/ 8, /9¢ EQUIVALENT OF AGGREGATE BASE. 15 CSJNSTRUCT VARIABLE THICKNESS A.C. PAVEMENT PER STD. 400. O SF SHRINKAGE ( 1p %) < /333 > p, 19. CONTACT ALL UTILITIES AS REQUIRED, 48 HOURS PRIOR TO EXCAVATION ST I<o CONTRUCUNDER 51DeWAV_K DRAIN PER CITY OF RANCHO CUCNI AONGA STD. 50-1. 1 EA PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING: %'l CIJNSTRUCT INTERCEPTOR DRAIN PER CITY OF RANCHO CUGAMONC�A STD. 815 W= 30'. 815 L F- (TRACT 13022) OVEREXCAVATION SHRINKAGE ( %) < > Jw (SEE UTILITY LISTING HEREON.) - CONSTRUCT GUN1-TE DITCH INLET PER DETAIL... SHEET N0.•4 I EA ROCK / COBBLE LOSS ( 10 % ) 49 ¢ 20. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL 19 CjoNSTRUC.T END OF- STREET 7-ZMR0RAR'f PAVEMENT- PER STD 405. I EA' NET OUANTITIE8 BE SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR //,997 8./9� DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND IMPORT � EQUIVALENT OF AGGREGATE BASE. '� INSTALL. S-1�"RE'ET LIOHT 5800 L, H.PS.�/. 8 EA 2! - INSTALL BARRICADE PER ST-0 NO. 404. . 1 EA EXPORT TO BEE.�'POiPTED TO i9P�i�OVSTOG,4'i�/LEfD�PT,P/�o?2 3,�0.� 21. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALVE AND 22 INSTALL SLEEVE FOR FUTURE IRRIGATION • © LF KEY MAP PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR 23 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. PLAN N 8-B C-ASE E. 2 EA` BUILDING PAD OVEREXCAVATION ( FT.) � TO FINAL PLAN APPROVAL). CONSTRUCT G" DIKE PER CALTRANS STD. PLAN A--13 TYPE A DETAIL PER SHT.2. -17G LF ® EXISTING FILL OVEREXCAVATION22• THE FINAL OR SURFACE LAYER OF ASPHALTIC CONCRETE ROADWAY � - -" 2�- INDICATES SHEET NUMBER PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY 25 ADJUST WATER V/�LVE C�T/ER TO GRL�.DE . _ `� EA9ASE� 0/Y SO/LS REPO,PT NO 242-94 RR6-R .2ED 8Y EW,PTN /PESEA�PCf7 LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ONSITE U ADJUST MANHOLE TO GRADE • 1 EA ASSOC. 0, `7YW DEC. /7, /984. IMPROVEMENTS INCLUDING ALL GRADING HAVE BEEN COMPLETED, AND 27 SAW T T CUD A NEAT EDGE. 125 LF® ALL UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE 28 C7JNSTRUCT TRANSITION 8" CURB W/48" GU-fTER TO 8"CURB W/24�LGUTTER PER CITY OF RANCHO COC.STD.�33. III LF SPEC/AL NOTES REMOVED AND REPLACED TO THE SATISFACTION OF THE CITY ENGINEER. -- REMOVE END OF STREET BARRICADE. I EA ® _ © REV15ED STORM DRAIN ONKENYON WAY. SH75 10t -1 l-2(r-88 30 INSTALL ARROW PEfR, C.A--TfKAKS -I F1=1G MANlLJAI_ FICC. r2,-2:5 13 EA A ® 52 INSTALL STOP r STOP BAR . 3 EA. /._4N ENCROACHMENT PERM/T /5 REQ!//SPED ON HIGHLAND 31 INSTALL 4" SOLID WHITE STRIPE PER CALTRANS STD. A-20-B DETAIL 25 \,SOOLF® ® -S *dem' " _n-SPI £�t'�l 1�1:'TFPI��5Ti�IRlhts FOR ALL WORK W/7-H/N CALT.PANS /P/0117- CITY 32 INSTALL 4" SOLID DOUBLE YELLOW STRIPE PER CALTRANS STD. A-20-A DETAIL 22 --I�as,T� �s,�., PER� oA�T,�p, r ��_ t OF WAY ('H/GNLAND AYENUE) DESCRIPTION OF REVISION DATE APPROVED ! ,439 L F ® ,�«,-�� �� ��-c� aT� i �• 33 INSTALL 8" SOLID WHITE STRIPE PER CALTRANS STD. A-20- B DETAIL 38 X00 t-F• A & &_INSTALL R-18(RT.) s1C�N PER CALTRANS CITY STD. EA- 2._,41-1- WO/eW W/7-H/N CALT,PAN5 �P/GyTOF CITY OF RANCHO CUCAMONGA ZK a- INSTALL 4" DASHED WHITE STRIPE PER CALTRANS STD. A-20-A DETAIL 1 '1,250 1._F A �- IN5TALL R-18(LT.) SIvN PER C•AL TRANSt CITY STD. I EA WAYrH/G//LA/VD AVENUE) ,S,yALL CONFO,PM tIFTTRUIST 1 ^,ReNG ( SEE- E--; rlk=ON SPT 44Q A -3GA-ISF IN5TALL. ROAD MARKER TYPE "L`r PER CITY OF RANCHO TO CAL T.PANS STf/NDA,QD SPED'/�/C.9T/ONS. 1-•70 L F& CUCAMONGA STD• 403. IO EA. REV15ED MEDIAN CURg IN MILLIKEN A E REVISED $_ 36 INSTALL 24' RCP D - 1�OAD PER PROFILE ) ® STRIPIN60NMILLIKEN .AVE. 3l INSTALL 18" RC.P D- LOAD PER PROFILE ) - 60 L F m 2 EA. Q REVISED CROSS FALL ON HIGHLAND . 'CONSTRUCT MANHOLE A, PER STD. 510 (MODIFIED NO SHAFT SEE DETAIL ON SHEET 10 2 EA p ® 5 INSTALL W-11 SIGN PEI? CALTRANS CITY STD. 40Q, VE, 2_2rTITLE SHEET 39 CONSTRUCT 48" CMP RISER W/DEBRI6 RACK CAGE PER CALTRANS STD. D-9G SEE SHT 2 FOR DETAIL,_ I Eq 60 -� CONSTRUCT MANHOLE A PER STD. 510,DETL�ILN,INSTD.OwC�._-__ IEAPvii, M R GI INSTALL C-7=( " MILLIKEN ANENUE11, Go UPPER CA5E-41/z" LOWERCASE, 2EA. OSE CONSULTING GROUP L MAP 10185 Z PARCEL(ca INSTALL G� "HIC-)I-IL.AND,4vt_NUE";G°uf'PER C45E-41/zl`Low!✓R CASE. t >�a. PLANNING •ENGINEERING 0 LANDSCAPEARCHITECTIIRE - I�,►��-n i r W -�FR����4 R�EA6 :FFR �P�S_4EI: *e*q 1=A 4860 IRVINE BOULEVARD, SUITE ''201 1 !�►5TALL 4" DASi-�ED YELLOW STRIPE PEFZ CALTRANS STD. A-20-A OETAILA. aj3-jLF.® 66 IRVINE, I t G6 -- INSTALL 3/4 SLEEVE FOR FUTURE AR 16'ARON154OIL/T/ES /00 LF APPROVED BY' / bATE: 43 CONSTRUCT aRICK AND MORIA? PLUG, - - - -- 2 EA. 67 INST,4LL 4".5LEE�ERW FUTURE/RR/947-/ON FAC/L/T/ES /d2<F (714)730-7117 CITY ENGINEER �- INSTALL 6"SLEEVE MRFUTURE/RR/6AT/ON Fi4C/L/T/ESS BENCH MARK B.M. 163 B DESIGN --- oM N 4`J INSTALL 5�1-BEET 1-16117- 2 ,500 L H.PS.V, ON TYPE 2�oA-4-80 POLE WITH E5-GT FOUNDATION. EA. Q 69 INSTALL UNDE?S10_AWAZA' N,,4/N/N.4"ROANOE IY/DETA/L ONSHTN0. 5 /B LF i,- CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CLIC AMOIVC�A STD. S 18• 2 EA. ELEV. 1297.297 -!�q/N3cort£ _ffP. KIDDED t/NDERS/L66NALK PRA/N A_-R (VNSTRUC7/0N wrE 69 IVR TR. 14121 7 t'� CLYON `\ • _ 9Q � 625.90 24' EAST OFA ETIWANDA AVE. DRAWN ! - . ;I SHEET BY MORSE M`V3ULr/N6 W&VP `- AND 40' NORTH OF BASELINE, 48 - CONSTRUCT CATCH BASIN # I PEP. CITY OF RANCHO CUCAP,IONGA STD. 502 . _ _ Z cA a apczoP IMP t'i`R GF�wC. 2�l 3 /4 OF i2 {f 1MP,rOI1EAtE/vTS PES TR, 15706- SEE SN r. 6, ,y7 Zt REVISED 5TRIPING SISN5. is s� ��e WILLIAM LYON 0 t�� SET BRASS BENCH DISC. IN TOP �-�K $��o ARCI{rsA�o sulre o OF NE END OF A d'x2� CONC. CHECKED DRAWING NO 6 DELETED ROADWAY TRANS . ADDED PHQSEZ. QyNST. /0 4/dB RANCHO CUCAMONGA. CALIFORNIA 01730 R.C,E. NO3C��2 WIDENED HIGHLAND AVE. STA.24+r_-V5O TO 15--ST-1 iKEV15E SIMFING• 11-'29-89 - M� 1'IARKINGS SHALL gE Tl-IERMpPLASTIC ON HIGHLAND AVE. AS DELETED R16HT TURN POCKET AT MILLIKEN f, HICDHLAN� 5/3/�BB BOX CULVERT. DATE FILE NO�- C note, _ + H T R W R1W 'v I_� ° -6' LANDSCAPE EASEMENT. 1 46'LaIDSCAPE EASEMENT ► ► / 1 I � f7p 3 4 3Co _ X00 w0 I R�W • �. r, R/W 4�► 411 151 14� 22' 22 12 t ld01'NS(cC�S - l01; `O ' FRONT ELEV SINGLE NEAt)wnt_L '7 ► I 41 50' 10' I' S� MIN.°S' ► 8 101 10� 171 '31 `01 10 81 MIN.3' S 11 O•� �� 2' 2' �, O �' P� DRtin1C7 N0.12-11 3, �' SINGLE DOV8LE �+--- - M 1 -••+ N. D N L 51.81 CCI-C L Stew Con 1 4 MIN. 1 To ► O.Q�f TO Z 1 ► 12 2-e 5-0 35 °60 a-o s0 094 1 1 ► 1 , 0.41 M I JOIN EXIST. IS 2-11 s o :o o►s 9-s bo 1.17 I a95 1.42 1.22 1.02 0.6 0.r,7 O.b"7` Lot 1.?2 1.42 ops T• LEVEL- ' LINE '�4 ® GROUND • �sorK 1s(C08 N•G. I LeYBL LINE, Ift 3-2 7 0 50 091 10 6 75 1.35 I/4''/F • EVEL LINE t a,+ J� w11m� n N.G- 2. 1111-6 60 1 02 I1-6 _9° 1.52 'Jok.0610 3�o L►. -r- I_ c y q 2 3-61 8•6 s i2� i2 6 loo 1.72 ��- �� 2 3-1119-61 R5 I )9 14 0 IIS 2_00 ,.•; 4 4 1.3 � 30 4.2 10.0 PS 1 52 15-0 126 2.21 4 t3 4-15 11-o Ic�o 173 16-0 . 130 242 4 1 , �� -��� VAR. 5 1 g I 5 2• rJ k� 1%To 3% 36 4-M 12-0 105 195 17-0 145 _2.65 •9 4-11 12.6 130 209 Ie-0 170 2.80 jIEMEANDE.RING TI=, R=Ga T1= 9 R=�oB 42 5-2 13-6 140 275-4 ' 19-0 1@513.1.3 SIDEWALK 71=C1 R= G8E MEANDERING - 45 0 14-6 150 0-0 19' 334 SIDEWALK KENYON WAY MILLIKEN AVENUE 48 5-11 IS-° 160 7 75303 22-° 200 36: .MILLIKEN AVENUE 51 5-11 16-0 1>!0 305 2z-6 22s 4oi� NO SCALE s4 6-2 -IT--o 19 -1-1-1 23-6 240 4 30 STA.2O+5t.SG To 28+48.15 �A A.44+2o.4pi To 4G t02.`rO STRAIGHT HEADWALLS STA,a4+tae0 TO %+%9.30 TA.63+83.36ECR STA.G3+98.01 BCtq TYPICAL SECTION TYPICAL SECTION TO STA.64+10.00 C NO SCAN.•-E.) fV0 SCAL.�� EXIST. E�1 ST. R JW ?1 fa A,C $- dew+ see (wn.► .ew,e,00 to. neves SHQ)LDER VARIES FROM I 631 P.pe A.cn►.ea+,,n,l. SK�ron A A ►Aon 4e"e•o,.,e.e. STA.18+50T023+8(0.8129'. ' ► ,4' 2 ► I R ► ► R/W cNon+•« W -1 �- w- 'i I 1201 FROM 57A.23+86.81 TO 33 G 3� 6D GO + 'IAN DSCAPE eSMT , f(61�pl��>�T - ( 2G +72.37 6% 0 CWN LINE I,c�'Tp 24' 4 5.5 3S VAR • Oil1 s" --GO- 13'TO(o0' VAR. 41 TO O 50' - 10' __ 1 1 f 1 � „A GROWN UNE - I 13 47 47 13 I I� LEVEL UNE TO •I O9 �. VAR.0.33 TO 0.53 JOIN EXIST. . � I 1 1 1 I , � vPR � 1/4"/FT. � VAR.t0.15 S' VAR.0.59 • 5 3 MIN. 2 10 10 to 7 10 10 10 8 Z 3'MIN. 1 5' 1' ° 2,/ �..1 N.G. 2 To-0.33 T0081 MIN. MIN. I �_ LEVEL LINE 1 �- 2' o=� 2.-o" C o Osler I 0.85 1.321 1.121 0.92' 0.7 71 0.671 O.G7 Q,771 0.9'L� 1.121 1.321 0.65 f/(2�M no?-) - � FRONT ELEV "L" HEADWALL SECTION "C HEADWALL SECTION A•A L � y,y LE EL UNE I4j C. lrU &DC-S ©© 2 ' VAR �� = M1 LENGTH OF W :. ,p�. y/o .0-/ 1.0�a 1•'S•/o 11 QQ 2 EXIST. AG. PVtViT' 0 ►► L�2 3 4 _!-10' 6'-4" 7'-q" 9'-4' ( ... � � ?� ?5 �-A'JS� Ag - Ste.1 Co-c sae, Cork sreel Cone steel Cone sleet Conc I TI a9 _�� 9" I1•M Lbi rrd% Lbs rYds Lbs Cm " Lb: rYds Cm Yds y'' 4 t :MILLIKEN AVENUE �-6 '° 79 60 99 4 5 1 _a I 5 HIGHLAND AVENUE p �NO SCALE ) 15 2 11 3 0 55 91 65 III Tl- ) R= le 2 3-6 65 104 75 125 STA. 64+10.00 TO STA. 68+03.00 75 IIs- 90 1 - MEANDERING MILLIKEN AVENUEMEANOERING 5TA.21+I?.59 TO 23+02.59 4TY-4 -N- 90 12 4 1-0 ISI I I Q 1 7 4 SI[�EVI'Al_K SIDEWALK TI=9 R= G8 3 , 2 4- 9 90 155 Ion 167 12 91 5TA.4G�� -M e4ttO.�, TYPICAL SECTION - 30 :2 S o !S iss iIo leo Izo zos_ 135 229 48N ?4A 4g' �' J3 4 5 5-6 105 til 120 197 13S 223 150 248 (tV0 �CQLE U 4 e 6-0 110 Fee 125 215 140 241 155 269 170 295 ) �►3 AR '•3 1►.R 2 .5 .2 _= ISO 2a 1 D 2 56 195 2s: _200 31 TYPICAL SECTION 1e�� ►� 12 S 2 6-9 -^- - 155 242 IM 276 _290 , 505 210 334 8 45 5-5 7- 3 _ - -- 1e°_ 2 97Foo 3 2 i 215 3 57 ?%. 4e 5-@ 7-6 - - - - A W 190 313 2116 344 230 3 i' NO SCAL-E•) EXIST. EXIST. 1 5-11 0-0 - - 235 367 235 3.9! , ROWNLINE , N q•• _ 4 6 2 •' 6 235 391 250 424 SHOULDER VARIES FROM STA. �1wc RIW • ?;i : ,: L' HEADWALLS I8+ 50 TO 23+ 86.81 290 FROM VA c)*T021' -I 63 a STA.23+80.81 TO 2Cn+12.3-7 6� r • •r. ' ••N M FULL CIRCLE PIPE CULVERT HEADWALLS ,4 2' 4' 3' 44'' 19' Id' Is 18 4q Is 18 IB'' Eals►in4 ►IAsdwell 14 DETAIL GUNITE DITCH 6 1CIW y� EX15T. NAT. GROUND 4' 30' 14' 4 5' S' �f' YxS'bow#ra 1,►..e.� FIN wft%cofterah 1Z7 M/ RPT, r �� HIGHLAND A DAVE. o Pipe 4 CR'CE ` '�// �i \ CA7 MCET E�C15T� \\ 3\ 2A LEVEL LINE 0.� .� M ?" -e Co(22 GROUND ��r �.� -• y4� _�_ _ 37 m 11tU13 vAlc I4 tr •� 29�- 1 --- TpnylEw 7-TA! b41n "me As Mas. _ aw vis ►o will Mas w►n sides Z -4�9, VAR.49/6T0 +-O-t2% n 4 FIN with eenenfs Z 1 35'-50' INTERIM CON`5TRUCTION AND ® 13 2 0. I I ' 4>Byl G� �"'" m a"t' Pa't 4 N"" i MAINTENANCE EASEMENT. Q© TC.ELEV. 2•x 6"board orop•►Iy brocod e s•.r 48• CAILP T�-9 R=G 8 CLASS a AS TOP OF PVMT. .LA+► T Vim. VAM QG7' 1a _ � •4 � �'8 LIP o Ih R e0 CSV y HIGHLAND AVENUE N A.35% :r erM«, STA.18+50.UO TO. STA.21 +I'z.g�j '/2 R c».v o....$a«. c.,. , �� _ ► . 4" MIN. CLASS II A•B " snalwold Aaep neat 4 places V -- _ ,►«,ears 4e• c.M.r 4 . :. ;• • �' _ AL SECTION •• ..nd caro». . tot FRONT VIEW 9 NEW M5T. h•22 Posts-Cor s'LFII•w 2•pIM a L2"a2•sv» t5 tg I .00 UmWm E�XI'ST. R/y/ (NO �-E ......»..«�e-wa, (6a.anlrsd steel « Mwe►nw►�) ��1' 77 , a (NO SCALE) , >t ��i r w� SHaUL�ER VPRIES _ • »ter«, �*' �{'1TrrrE Tt AVENUE- �� 4' 3't'-Ila 3-1' 11 CALTRAN5 5TD. PLAN NS-A2-8 MODIIFIE0 Dow em to • :�:�, Grow DEBRIS RACK cacE 3 To - s1DEWAt Y% No1-E5= DETAIL 80C.F, d� 48' GUTTER ,•` ' : "" e ` cuwN�N 14 X24' 4 5'' 24 VARIES LEVEL UNE 1. CURVILINEAR SIDEWALK 5HALL BE CONSTRUCTED IN CONPORMANCE WITH STD.DWG. NO.304•.THE GENERAL UNE. MPx VAR.0.8� VAR.O-Z"TD 0.5. AND GRADE SHALL 6E AS&ACWN ON THE LANDSCAPE PLAN. AP'PROVALOF Tt•1E FINAL LAYOUT OF• C-URVILINEAR5IDE- i 1« c«+•••� a v. VP To 1.00' /• . 33 WALKS 5HA1-1- BE MADE IN THE FIELD AND ADJUSTED AS NECE�ARY TO FIT EXISTW-= FIELD CIONDITION5 AS ''°•-�' TYP A ��� IC L S ECTION APPROVED 8Y THE PlIBL..IC WORKS INSPECTOR APID Pr�.>ECT PLANNER P'RIOtt,n FINAL cAIVSTRUGTION.TNE OETAII A 2Y.._ PUBLIC WORKS IN15PEC70R SHALL 5e NOTIFIED A MIN. OF 48 HOURS PRIOR TIO ANTICIPATED FIELD IIVSPE-C- (ND c �ALEI ( ;s' TION• IN THE EVENT MAIQR CHANGES ARE PFCPCGED -M THE WNCEPTUAL SIDEWALK. LAYOUT PLAN,TWO .41E ' �ME THE 48 HaDR NOTICET5 Of= RED LINED PLA145 SS�C�I N TO THP ERO CIO TED CNI�NGES SHALL BE SUgMITT>rD AT TT•11E SAME sc nQ!! R/v-ro' LANDSCAPE EASEMENT 1 Cc LANDSCAPE EASEMENT R'W RA'�S III A5 Y 5 �'-� Z. ALL-.UT►uT1ES MD BE LOCATED BEHIND 51DEWAL.K. ADDED � IMP t"ER.G� IVO 12-11 3114189 ® T.I.=9 R.=6B REVE.R5E5 HIGHLAND SECD045 10-5-88 120 �►t- A�� �5�� - - -- - - Hk`1 ND AVENUE .3� 41 DELETED CROSS SECTION 6 REV►SED CROSS5ECTlON 5-31-86 , PCC ro01 _6O REVISED CROSS FALL--H*;,HLA 110 AVE. 2-25-88 Croft wolf -- , 1- 1 f I I STA. 24+lC2.'S0�Dt5TA.?lo�Tl'S7 A CITY rla�MIN. I - 147-49 47 -40 It- 13 1 `Vo/f DESCRIPTION OF REVISION DATEX ----"" � X 1 � ► 1I1 ?II ' 1 � TYPICAL 5Ec-rlOr, � I 1. /, APPROVED 5 5 �7- 3S 31 so-32 . 1. 6 . 3MIN. 15 I 1' ��r�,c 1 rws >�s ��{�r�Q���* CITY OF RANCHO CUCAMONGA MIN. I i fo i 1 MIN. F " �.PDAI'�VLA{r!c, ot 'AV n / �` � VAR, VA 3. VAR . 1 VAR. ; VAR VAR I I` -1 --- --__ - - ---- I I 092 139 1.23' 14 1.12' 128' Q811 , TO TO TO, 1 I TO TO To , o•67 0.6� 1.0 1. 55 � 139 f.25 141 0.94 L PLAN ETD VIEW I V4. �-�r►� LEYEI. Ll N E 114';/�' I b� =` TnD SECIIONS AND�--� oDETAILS Tirsplss And on IMM,Aetlsn, AM:db w�iaw sl+aM be as doom ad QA�o AR.1 -�/0 1. 7O L io ?. Gsooa sne on ou11a faction. and INN be poid for of Mw prize paid for CanCrA1A pipe ( , by mWwftcftww 4 1 � MINIM M � ' c u IM N 4 o E sloN s 5 3l�1s9 a I PARCEL. AP 10185 .41 12* 1 ' s" e c. I-0" E " 02s' 02V *MEANDERING I I � APPROVED BY: � DATE: • hd 9 2"` 3 " s Voli6mv 00 sk" SIDEWALK T 12 c) R= 68 91E ME4NDEfZ1NG 24" 9 4'-0 '22391 30 I 0" 3,14.6 S-0 o O.S' FM A,d O0"1Q01�ii11'�torv►AA SI OEWA -----► nat"of to top of�1i MILLIKEN AVENUE DES GN ENGINEER __ RCE. NO. OM4. Limit of per^'s^f b►pfDA 42 1,-9. 4 - - • a 0.15'n11n� 2-° S " r- N _ Edo, �' ,� 57A. 51 +-01.82 To �2+-16.01 D, Eit ZIS- �A N/q�ws�•,cL�t-so ® s'TA 23 fsG.B/ To 24•fG2 .30 �2S f�2.37 70 2a -� 72. . 7 DRAWN SHEET TYPE A (HIGH DIKE) TYPICAL SECTION -SECTION X-X A�. / .�2 OF PRECAST CONCRETE FLARED END SECTION TYPE A (CALTKANS A-73 CHECKED �. 2,o•SXo DRAWING No. (1J0 SCALE ) C. No ��40 LZ7-iPi9A1'5 094 J ® `MOENED HIGHLAND AT5TA.244-<61 -50 TO25•�82.3-1 11-'I�1-3'I DATE TILE NO EXIST. GROUND A F N LY RNV FINISHED SURFACE AT CROWN LINE Z u 200` V.C. LnY3 F 50 V.C. P. 1514.416 �U Z J 0 Ki BENCH N%RK B.M. 163 B Pl=1510.�� X Q Q Q 8 8 $ g g g W g - v $ p 0) ELEV. 1297.297 W 7 �! V p v �(1 to $ cn N �t cli _ 0 O d' 24 EAST OF ETIWANDA AVE. z r. - LLJ �' '� AND 40' NORTH OF I-EV.SEL.INE, + n t - � - SET BRASS BENCH Ji DISC. IN TO P+ N8 Q y -rsl + OF NE END OFA 4, X 21 CONC.N .GC /. CD BOX CULVERT8 O p N 0 $ + 0 + 0 + - - - -- -- -- - to - / I _ -i -• •- 1 r ROSS 1510 r �- R__a� oar..= --- ctsr: SJfkT= .CS AT. EXVE`r 1510 OD 1505 N 0 150 �. LD .� �y 29.53 PORTION 2i�0`V.C• L�29.53` 3l.+�2' PTN.200` 1510 - .. ��. -- P1- 1514.13 O.C. oN CURB , o.C. P1 -151393 g O•C• L.= 55.29 cJ 50 V.C. O.G. P1- 1510•Q,Q. 7OP `OF 'j'LY V OC. P►= O.C. { CURB dj r 1513Z�c d1 W '&/4 A d_.� a Z U Q8 M �' r. r O I4 !4 �U FII`1t5H di SUR�ACE /4 A74 4 4 I in U V �y c� W T CURB UNE Ire, OS ro m N 8 ON N - '� �' + `� N +� _ Lb U U V + (0 to Q 8 � + m - > > > ri N N 1'(1 N 19 r + N + �+ _ ANT m w N _ N N � � N N �' + �9dJ r' N N + _� L-29 8 O 0 N ��; t -0.4o R= 0:4•C� / N - - + - L 29.53 31. 0'2 L=,29.r.�r'SX t`I III f�7 Q t11 - R`� - - In C- -19 - 0 F N It1 t1� _ o.c. o.c. o.c. r p N top - -- - - - + so � � � -0.40yo ,� -I l , + + 0. 4' f�-,�► _ \� tib ® R=` 0.40 . 1510 co CD r + R=o• � �- EX15T GROUND AT s'LY RIW �4 .�. 1510 _ r v (R=o• `tip(� ��ry ti,{Q� �Q -`- 19 x Lo o� R= 102% R=1.282 R= I.dS4y 1 1505 s PROFILE SCALE HOR1Z • I"a40` I RT 1"=4 , F } `' 1500 11CJ E Q 3 15 16 1-7 18 19 20 21 22 23 24 25 PLAN SCALE I- PHASE II OF CONSTRUCTION ®e AVASE�, 4F C>7NS'T© I a 40' (STA. /5*50.3/ TO STA. 23+86.81 STA. 13+B6.B/ 70 STA. 24+82.37 MILLI KEN AVENUS Q EE SHEET II N T LL ao 5k \ CURB DATA 0 A R L T 8 _ INTERIM CONSTRUCTION It Ld \ MAINTENANCE EASEMENT - --_+ 1 �, A 9O 24' 03" 180.00' 29.55' 14.80' 8 'S VACANT LAND _ --- c151�) - ° W �� U� + + 'V) / z� S� \ _ _ 1�o)- - W N .� <Ip\� B 90� 1 I' 48i1 35.00 55.10 3c.12' AJ > + G 90 30 2� 35.00 140 ✓ 1 r Pfi�UPoSED TRAFFIC 51GNAL POLES NN \ %A- Ir 4 �vjN V ( � ° ,�' � INTERIM CONST- h p MAINT EASEMENT. \ s6. 1.t7 UJ .. CROWN LINE 'Q, in ;� �rEXIST. R \A4l6rr 0A0% h\,�,. 0 24 2.� Z N �+ V . 11 EXIST. R/V�•�Q� � -�--�T -r-�;, �--�7T \ - ��1�_ � ' . V � � �-R-EI�.��C�TED LES TO BE EXIST. . N \ � -� 49 22 W Q : c (�� c' �D m 2� v -� �f} f lf1qjG 4jOG� p�'j71� �, UY 8 W vp 0 �ij \ �n',.[� �.c. I� \ \ O QO - -5- --- - - - --y �„ w - - G - 3p til -- �► I 7 TRACT 13022 IMP.'S- l� -)6c)OL- Q I I FILLSLOP 3(o G Z - l + 3 4 - (PARCEL A) - R/W -J -1 A - _ A l I� 9 �rL^ END Y�lID2NED HIGHLAND AT STA 11-29-8'1 �1 I U i - - - L4�6 30 TO25 82'51 i D! - + I / 'TRACT 13022 IMP1S Z � � � � B � ��.-v - i �c3 00 1 +Co3.00 SEE pWG. 1083 St-IT 9 \ 1508 -- \ /g - 62+�' 41 G rr +�o3.�j�o REV/SED PRASE/1nS, � 5-!B 99 7-7-89 B.C.R. X - \ l!1 \ E.C.R. - m I .cl W RC1 I wM o _ B.C.R. ADDED Pfd�P lMP PEEZ DRtAK� 12� -3-14-Er.) -2- -1d) a U. to (PARCEL. --1) _ so?� N \u _ � �`L� I f ~ �' U I I I W ,� W Z ` !So U _W c j W U I I I m I + A ADDED PHA5E z c)N`�T. to-4-88 I ' I 2 \ 3 1 0� co , I ,� ('�8 FA ' CJR RE - ' d' r' n 1 1 ? L,- i i � 4 , iI ) sEU B TURN s-3I- 1111 l 42 52t7 11 REVISED T.C. Hl1e 2� m 150 - ` : � � to © AI.UNG CAH LAND 2-25-88 ' N \ N + 32• 38 �, r N + m p o .� 60 DESCRIPTION OF REVISION DATE CITY Q120 APPROVED 9 9 - r 1� UO + cv + N m z VACANT LAND N N N N11 All FAIRMONT WAY Go- m MILLIKEN AVENUE CITY OF RANCHO CUCAMONGA STRUCTION NOTES SEE SHEET 5 PLAN AND PROFIt-E o-- CONSTRUCT 4" A.C. OVER 4" A.B. PAVEMENT. HIGHLAND A 0- IN5TALL STREET LIGHTS 9 ,500 L H.P S.V. C 18" BUCK OF CURB) HIGHLAND A 4a-- CONSTRUCT 5' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD-:510 >r 311. 7Q ADJU��T MANHOLE TO GRADE - 5TA. 18+50.00 TD STA• 24+82..37 9a-- INSTALL STREET NAME SIC5N PER CITY OF RANCHO CUCAMONGA STD. 401 P,4�C'Q. 27 - SAW CUT TO A NEAT EDGE. PAROL. MAP 10185 1 K) INSTALL STOP SIGN PER CITY OF RANCHO C-LrCAMONGA STD. 401 t 4a2. 2$ CONSTRUCT TRANSITION 8" WRE3 W/4.$"GUTTER TO 8°CURB W12eGUTTER. -�- APPROVED BY: - DATE: d J II CONSTRUCT 8" CURB �. 48" C�UT`TER PER C-AL...TRANS STD. PLAN N8-A2-8 MODIFIED }��T��-�i C11\A/Mn /��wr-��� PER DETAIL_ ON SHEET NO. 2. CITY ENGINEER - RC.E NO� DESIGN OMM t 13 REMOVE EXISTING A.C. PAVEMENT• �-- lN6Z7`�GL C,"�SCC�C-'V� !{X� C;GtzZ�l1 11CI�lGAZTQ�T lCIGIIYG=S `1 a14 ---C0N5TRUCT GUN ITE D1TCH PER DETAIL SHEET NO- 12 LW 15 C7JNSTRUCT VARIABLE THICKNESS A.C. PAVEMENT, DRAWN ' ;<,' �'` SHEET ` l 23 CONSTRUCT HANDICAP RAMP PER CALTRANS STO PLAN N$- B CASE E. MG ` ` J 3 :'"c OF 24 CONSTRUCT ro" DIME PER CALTRANS 5TO. PLAN A-7-5 TYPE A. CHECKED % `< DRAWING NO. / � ' C.E'.FID` 5°Xo �. 25 ADJUST WATER VALVE COVER TD GRADE . DATE FILE NO " FIN I tH1=D SURr-ACE® CR0111V`N U NE. BENCH MARK I3M. 163 B 1 T: EX S GROUND CJ N LY R /w FUT�R� CRowN LINE �•oo v.G . >n LY / ELEV. 129-7.297 = l P r (D w 1 150B.GG 0 i rEAST S 2 T OF C ETM/ANDA AVE. p m r IL 8 O _ p , S 0 •wa" AND ao 4LLI NORTH of BASELINE. or7 r c't r ~ • 0 ��F g tQ SET BRASS BENCH DISC. IN TUP _ z 0 �9 N 1515 � m + r — R R _ z�n- + r - V V Q , , �• N. -- �C V OF NE END OFA 4 X 2 CONC. to ► + lJ N �--�. + _ � Oz � v � .�- tn >ln + - - w - V � V W-- 8 BOX C LV r �1— S V U ERT. z 0 0 8 - R- _ e o o zoo 6 + 8 R= -0.40% -) to + wz c� N o � �. - - 1510 1510 EX1ST. SURFACE AT >rXiST. . ^ 1515 ,�, $ _ $ r Q^ � roX505 N N �j N 6 V _GD �_ 9 4' �' u, Lb `-� in - v to _.- v v v lP tf1 - - - TOP OF S'LY C-UR13 r —' 1510 L­-Z4. 31.621 L.Kn.53' 18.888 L=440.00 O.C. (DNCUR13 O.C. O.C. o.C. 1=LSTURE TC7P d1= CURS EXIST. GROUND AT RW C4 � 8V � � x.30' _ Q �-© - 8 w 1S!5 ` uj 8 � ,- w� h� ,r, p-cN. 400`v.0 »'N. 4od vr- N _ N z 8 �, �Q 1'505 allo "' O 0` r {"� r p s m 0 8 �- u, P1=1 8.33 N PI=1508.33 v + to Q U U - U - uf- + 0 r U c� _ t3 - _ to _ Q tn 8 u 3 to aci !� o Ill � � - N � u� 2to U _ m I'It N R. O t4 N 0 - R' — •� Q —V Z CA R U ©409 -O.3$7o W In Q 8 - >R= -p•4O% �N - to �- + U1 ---- — (R -0.409'0) cl( _ NO p[ '+ + — � OC ts1 1510 - — .�--- — — _ _ �� —0 , �_ _--(A �, —._ — •� -� .._,_ � � — -� — � �� u� w co � — -1510 e — I 5 � X50 i PROFILE SCALES l t ,� 40 1 , . . H OR Z F 1 . 4 ERT 4 V 1 , 25 2� 2—I 28 29 30 31 32 33 34 35 PLAN SC LE 91105 *A GIFCGWS'r fIKIASE II�B OF CONST. (57A. 23#86.8170 57A.24.82.37) CUR B DATA � A R L �- (STA. 24f d2.37 TO STA.53+SD.00) INTERIM CONST t MAINTENANCE EASEMENT A 90 2A-` 03" 180.00' 29.53' 14.80` NOTE GAS L/NE TO BE� 1-Za64TED ,9Y arllzR AS /YEEDED• 8 n L + VACANT LANG 41 - - - -(1516 ti '� d - \� •• \/1:O ^ .. \� �7 /� `— •• \ old vJ \ O \ \\ (1515) \� \�\ N � \� \\ 14 — ��_ ♦ ���� _ (I 1 \ham i \ C 5 5} � .. _ _ (1514) — \ ��- _---_ —`� - \ �_► 5 5) \ � �\� � �h ,_-_ i —'(1rJt�) 1p-lb/5/?.B9 TB 2fo+21 EX.PP --- - - ----- p.400 � � - --— ll'' 1+13 PP �e d O 2 �c 5 2 39 TP 2 8 E f — _ _�— <� 24 /5/?• _ CROWN L.,=, 2 2812E 2�+24 EX.PP EXISTING R/W—— — 3p+�5 Ex.PF J — �- (�' 21o28i1E # _C1514) �� 236628-70 E _ m Z - — --- --- - ---- --- — — — — _— --- -- — — — — — — —, FUTURE CROWN LINE— — — — — — "G — 32+2s Ex.PP_ — — — — — �3+c�ex-� --- — _ 6 35+14Ex.QP „ lL = B-5 P) 22"W I \\� \� CQ N —� c`tv c� FUTURE DRAINAGE INLET. - _ - - — _ sz - 7-- W FUTURE CURB GUTTER f _ 2W I \Gj V Aldi /L' (Vl n/ , �� S W I/ m 3dw q -- — A _— _ (��,o�_� - WIDENED HIGHLMJD STA. U-4-G1.30TO It-29-n �-— — — UJ - _ -� _ E X 1ST R/W I 25+S'L.3•t �G%tom�f� J _ 4 — /, ? ,/ m FUTU R E R/W P 3 I I SEE SHEET 10 FOR 5TOR M CD U LJ U. I _-,u Ij QC _/ �19 DRAIN COt45TRUCTION. W . U J Z C� , I I I • FUTURE STREET. d 2 _�� 2 t Ip 0 65 0 .?' �v REV/SED PRASE NOS. 5-18-83 45 N r � �O �O r U 4) i + + .9 +, O N � 0 REVISED T.C:•ALONC� H►6HLANt� 2-25 c� Z w �L (N N CITY N w 3 VACANT LAND g x^��� DESCRIPTION OF REVISION DATE APP ovED HIGHLAND AVENUE + �; CITY OF RANCHO CUCAMONGA W1LUA.M L` ON CO. OWNERS" 1 P� � 5' + � PLAN O"D PROFILE IE.DITCH - cu 1501B.10 d CONSTRUCTION NOTES= 5EE SHEET 9 F-0R HIGHLAND AVENUE oETA1�s. z�I �' �-- C ONST�UCT- 4" A.C. OVER 4" A.B. PAVEMENT. 14 CONSTRUCT GUN ITE DITCH PER DETAIL SHEET NO.2. N � � 2 R _c14 � STA A.24-+82.31 TO STA. 21 ♦00.CX7 4 Q_33 -- INSTALL STREET LIGHT 9,500 L H.PSV. (18"'BACK OFCUR5) PARCEL MAP X0185 CONSTROCT 5' WIDE SIDEWALK PI=R CITY OF RANCHO CUCAMONGA STD. 310ar311. 15 CONSTRUCT GUN1TE DITCH INLET PER DETAIL SHEET I�10.4 � END CHANNEL a--INSTALL STREET NAME SIGN PER C1TY OF RANCHO CUCAMONGA 5TD. 441 IYA02. �— INSTALL STREET LIGHT 21, X00 H. P. S.V• ON �� 'Z GA-4-80 -E �� MISBRICK F APPROVED BY: DATE: J W ITN ES-CnT FOUNDATION . � ►, 10 6 CITY ENGINEER - RC.E NO. 2239-1 �C II CON _ STRUGT 8 CUR'S t_- 4-8" C-UTTER GUTTER PER CQLTR 5 STD. AN PLAN N -- 2 D 8 A 8 MO IFtED PER DETAIL ON SHEET N0.2. DESIGN --- ��MIMIEDLWo�s; 13 REMOVE E�CIST. A.C. PA�/EMENT l 15 CONSTRUCT VARIABLE THICKNESS A.C. F'` N/EMENT. GUNITE DITCH !NL-fit DRAWN �; l�r�, i j SHEET O 0—CONS-rRUCT G DIKE PER CAL_7R4N5 5TO. PLAN A-'13 TYPE A. MG ' '4 of Z. la D E TA L > s,h. A CHECKED DRAW NG N0. �-- SAW CU-T TO A NEAT EDGE. N.T.S. ) rrO DELETED ROADWAY TRANS. arADDEp PHASE I CONST. 10-4-88 DATE FILE NO— ���o 401 V.C. L) E:=51i:38 L 183.32 V L-55-10 PI Be WO G BENCH MARK B.M. 163 B O.C. tr O.C. O Q t D a Al A I- Q- o 100 'VC. ELEV I29-T r' /q, /4 q. 4 .297 p. 6' N [n ' P.I. 1510.02 24' EAST OF 4L ETWANDA AVE. �j qq • -F � Q � � � r/ � � tt1 � 0 fl -+ •1. TOP OF w LY p m v - �'' W AND 40 NORTH OF k BASELINE: d l� 3 i _ s t` tA - GUR + s . SET R N N� B N V 9 -� 1515 8 ASS BENCH DISC IN ZDP / OF NE END OF A A' X 2' CONC. "1 OP OF W LY -- a, 8 O N -_ N t� Q N - 11) cJ _ BOX CULVERT• C - URB c�° - - .4dIL � - _�- � + _ �_ � R= O 8 O +--- g N O.C. ♦ O i > I- +0 • r m U / 4-O V.C• a p0 � t9 d 4 ID D e Pi + Q7 - In O / / O to t9 pN °� Z - 'n4t `I 4• p v 1495.83 � +�Q` O N ad R-2919'0 or �o,.� - � 14 r p � � o - �r +� d 1510 /Ft aq + N a°l L-45.3 t' o �! - °+1 O t4- ID13 0 r ao .D►a z ♦ L� h - - .� o.c. W �e ap � i f� _ � 8 w� to II? fn • C. "� + 0 EXIST: GROUND ATR 0 U) to + d el U O p / 8 EXIST. GRC�UIVD AT RMV ♦ V. � - 100' C. v� r W a0 Q (Q + - , - - • N 1 m� 70P OF W'L..Y _ _ s O O 1`00 Y t` ` 1[l (0 �' � N n P.I. 1510.c18 r. - d U ( �, m 4 a CURB � t + N L 45 � r � J �� v / L 45.37 'n3P � MEDIAN lD °o �a i• Q V � 50rJ � � g�. � + ♦ - 11515 - / O.C. CURB �a pQ t + ,�, ,�� / Q ° O.0. / p + c+ N =1 + - �L--45.'S1` C? ft SO-o � / 4 Q to /o Q 0 �9 + � � �m� N_O.C. CLRE3 � $ N= t0 IU.' TOP 8 a MEDIANAr 8 �?w ° �_ + ��� OG F O OC. 0 9 + 0 �1A R=129 yd 0 �• // 401 V C z _� (n� . p 0 (Q� tP O �-4 - W + 1410 + ,_.:_.� 1490 - - 1=1494•.88 u1 0 / t - o O 500 00 t 15 / ° d�'O d? / - _ s'x asT / os A4"012'w.ra>' - 8 55.2 o � n � tL 54.9 /o � �t`- � � / � � _. �� � PYfL�AW4MdR,4 4-170 g tai O.C. r i g o 0or° o.c. I A �� 4L ,z• P ExtST.GRC`�UND 4T (-4a.- O / /,'�TOF' OF 8 n O 100'V.C. �i-i PS/AEMA/X A5rSTD 3M 8 + d �S� , 4/4 A/, 9 fl0 A N 8 0 • 6- 0/ MEDIAN Ei P.I, 1510.02 - I ►� + N CURB 0 - + / A�'(o ON N 9 Ki ►� sd►AO� -MF OF E1L` cuRB (�_ i 8 °lo R-5.05% / W m W _ -r 14` 5 n �,�• TORP OF E LY Q ,_ . - 1505 0 e-,5 , '"" o° 1515 � - ' I 13 O rp R=1.00% 0 ./ ll� + a + tU + �' Q 2 o- cel t� N d SECrioN e B, tD-- O / O + N N In j DEW,IGK COND/T W �1 6 AM AT 1 - GROUND Q d' N in C9 •� cf- R-=�'�y' i r 211'LOVIS /PRnF/LEJ szVXNIx sm 308 Q - AT .i L� 8 r` + O l9- R t et�1�s o0 ' aisr / / L-54.98 $Q / / th + N ci R ae.�N ��FlI.o�N�i Me a rA (V«s�s ai O.C. ON % / W r Q + 0 CO N ; 15" - I 1 1 - T.. �4NB OPER awN M 14"70 o QaA'° �- 1490 + / 1500 a �-- - Fz-2.-rt�� / 1510 �L ,� N U A O �_ to�V / �4 �'4 gq.r 4 (0(6 4-,r % `. I /s In- / Q Q + 000 P� Z .� N / s x K•ersro�w�r� y 7yp) 1 B m o 6: Q MolF11E 8 N y J 1 CURB (bND/TX>/V O EXIST.C- 0UNb 0� + _ p TOP OF ELY - N AT RM o_ u - I 4"x Ir cAsr mow mer mRU ORA/N arrAm 14. 5 �� �! �L��j o;/; I� 1 SO�J 0 8 CURB � / EXl ST. GROUND AT RIW � NTS p 133.32 O 0 r '�O.C. ♦ --r Q 0 PROF 1'_E SCALES to � I HOR1Z: 1°= 44C) 14`i0 510 _ _ � # � VERT : I" 4.• PLAN 5CALE 54 55 56 57 8 59 60 61 62 63 I„_�, 7LNOTE. 3 SEE SHEET "] 3 J 510EWA.LK LAYr7UT I5 CONC£PTUTAI._. APPROVAL OF THE FINAL. �r' IVACANT LAND o SEE SHEET 3 SIUEWAI.,K LAY0l7T SHAD.. EF- rANDE IN THE FIELD AND Ill '10-1'4 , AL7.�US'T�.D A5 NF.CESSARY TO MEET F1El..[J GONC>tTtOf`1S ►�9 VACANT LAND + + (fl �i P RC ® 1%1) h N t I 12Co A MOVEO B1( THE. P0eLlC- WORKS IN'tPEG A(VCJ PR0.1 F 3 �S 34 / P� �. A EL 1) O �o N �.NN� f"MOK TO RNAs- CCNsTRUCMON 28 2l0' 9 4• PARCEL. 2) _ 6 10 12 22' 22' 1 ' . W / �lG� ` 6 + !I 2 8 ` R 8 Ab A� (4 �p DLu N ro- n \ d1 r o cP co 11 C*4 -- -- ---�---- 2 - - --- -- - -- - p ( / - - __--_ �`-- ---- _-,-�--- - ----- -- --� `.� CURVE DATA wM D �� -w 3 N \ '�P P O iN R L T E45E E NTWA L K- - - - - / ao � Q 12' 40'49" 20'3.00 �i-�J.3-1 ' 2'2 8' "1 - - --- - - - -... - -- - -- ----- - --- - - .. - - --- - - -- - - Z .y�� B Z2� 3-1' 12" 2-1.001 IO.GGI 5.40 OI '2 vi ^y c. 67 I m _ `n \ten m �. per Sz 25 N c� N II 1 �� �l �� C 15� 22 48 I.CO 2.15 5.00 , - .c. (� O d A m _ ,�• - ��• ..[. o �,. 1� D 00" 35.00' 54-98' 35.001 l9 C° is 1 0 m 25 /� 8%� /g p I W 8 N �aCpQ r rG I A Z I" >^ A - B �cb°� + v A W h ° •�` ,,pr + t✓� + ��D�j ° .�. �'j d'' J -•-�r-NO 19 9 W Z 1240.21 pY o` - - = I r - , f G o m yt� Z �' y, N C° ��.zm" w �.o I ro�-1.O c�' C C� 5-l' 25 1 Co" 2-1.00' 2-1.00o' 14-.-19' - u �"' W ^ . ry Om N 2(o `1•.v p C s 3 s, s _ \��� 0 6ntG�.cx roc I `r, � - _ a. Q w ��` �,� .dam° v � �� 1 e cL �5► In ,�j� ��.�o.C. - �' N 1 (St�3.�l•S�c3'Cl- �� �, S � � � r 0 I :,c,� 9 10°5 in CD) g -7 8 cF ---�'LA SOAP E m 1 2i ADDED UNOERS/Q ►LK ORA/N f1�.7 Gl7NS1RUC7/Q4/MOM 69 R�4 T.P k12/ EASEMENT - - ,. ® - \\ I * � 9 625-.90 BY.Mk�RSE Q�V3ULT/N6 QiPOUP .D�£>Y ^, ,�r��• © DELETED R16HT TURN POCKET. 5-31-88 n -Y-Z.I FILL�I�PE - -- -- ------ -------- -- - I'I \ 0� , ®CeC-VCSC�OC.GC�t3 MCcOCAIVCm rClleN l�",1�i1°5 s-►9 c W ` �� / 4 l ` -�-- -- "- - - -- N TJ REVISED CJjRI5 MF_D1AN AT TURN POCKETS O % 5 O , I `� Oa \ L• lg Q 4� Oof� ` , \ �` ._ J ( \\ IO RE`JISED CURB RETURNS NIC�NLAN1] 2-25-88 1 6n ` �- \ CITY 8W m e U ,n \ ,�,� / pi x(15 ` DESCRIPTION OF REVISION DATE I .� / / / + r _ I I + u r z / I Oun °j0�'� / 3 U I I ( - 1- WI \ p � - APPROVED VACANT LAND 6 o w 21 N z _� 3 > > ti , ,� ,� , , Nm m I N CITY OF RANCHO CUCAMONGA th I I + C u1 l4 - 11-' I r' tJ a 3 3 I I z m 6 (W I LLIAM LYON Co. OWNERS>r•�ll P� + w I 0 . KEN1rbN WY. 3 I AVENUE VACANT LAND d + ' z PLAN AND PROFILE CONSTRUCTION FUTURE IMP_ L LKEN I NOTES H,�,LANo AVF• M I LLI KEN AVENUE '/ �� SEE SHEET 4 STA. 54+00 TO d3+ 2-T.-TO I CONST. 5 A.C. OVER 4 A.6. PAVEMENT. I�--INSTALL STREET NAME SIGN PER CIT'r OF RANCHO CUCAMONGA SM 401 t407- PARCEL MAP IOI 85 @-PFzMOVF- EYV5TIN6 A.C. PAVEMENT• l0 INSTALL STOP 51C-jN PER CITY OF RA.W-HO C )CAMONe,&. STO. 401 P402 . (R-1) Qa- /NS74LL UNVERS/DE1YALKLWIN/NA0 OAMNCE WIPE= aVSNT. A 5 e CONST. SPECIAL CROSS GUTTER PER CITY OF RANCHO CUCAMONGA STD. 309. 19 CONST- END OF STREET TEMPORAF� PAVEMENT PER STD. 445. APPROVED BY: DATE: o G - CONST. HANDICAPPED RAMP PER CITY OF RAPICHOCLIOAMONG�A STD 310 21 INSTALL BARRICADE PER STD. NO.404-. CITY ENGINEER /VW� RC.E !'i� 1 �-- CONST' 8" CURB ONLY PER CITY OF RANCHO CUCAMONGA STD. 801. @--ADJUST WATER VALVE COVER TO GRADE . DESIGN oMMEN e � � 5a- CONST. 8" CURB W/24" GUTTER PER CIT'r OF RANCHO QUCAMONGA LJ ADJUST MANHOLE TO GRADE. L STD' 303. DRAWN SHEET a--INSTALL STREET LIGHTS 2.-1,500L H.P5V. oN TYPE 2GA-4- 8o0 POLE WITH ES-CDT FGlfilm-moN 66 /NS AI-L 31*" sLEEvE pW R'/7URE /RR/GA770N FAC/t:/TIES �� O-CON5TRUCT 'S WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD.310 $311• MG• ��'r ' SW X ;' of 2 C�1`�T. 4 A.C. CN ER 4".4.6. PAV EM EN 7: X07 (�il '1!-G 4`LSCC�C= ��C �CCI7C�'G �(C(�CC�C�Z1trYY �Y`KYCII�C�S • CHECKED C� DRAWING NO. .C.E.M6 3 INSTALL. STREET LIGHTS 9.540 L NPS\/. ( 18" BOCK OFCURg) O- ((�I?1LG.C'SCC• sve !�!�:CI7,ClCc- C' t r�G^r XV !gra a/z-zrec--3 DATE 7 FILE NO /� -rOP OFW f_y CURB SM , ` � QO BENCH MARK HSM. 163 8 too V.C-. EXISTa&RWNDC Q N �- ELEV. 12,972-97PI= 143-1.G8 W LY R/W /j t'I� N f 2.4' EAST OF 4.ETM/ANDA AVE. AND 401 NORTH Q Q � OF 4L 15A3EUNE, SET BRASS BENCH DISC. O CD 1445 Ute, IN 70F1 OF NE END OFA 4' X 21 CONC. BOX g flp 14-`hS f Q / Dp 00 °�,�- CULVERT. + N � ti1 " � r co ! 7 � 00 Z QW O p° CD 40 + 4 �4 "t0 EXIST. GROUND® ♦ If1 + � + ' 8 - o B L 52.50 C)-c _ Q -d) TOP or- MEDIAN CURB S Ao 8 � X r EAST �WEST OF �. // + ,�,•��'`' � �'� Fj r -�W PORT. I OCA \l.0. J , D•� {4-�-5 pA��e - + 14""15 #435 o°, . z in PI 1438.53 N m A. i" a 111 m ,��� /Lu + 'Q r / — O � +'140 m r _ _ i o0 �/ g o u � I(? _ �'� � Lf*45.51' L-4.5.3 7� U S r — � r;� � �. � /� V `9 i/ Lf) + Q ��) - O.C. O.C. W�iIn + Z pO Z � X4.30 ,.r oo 1450 - + 14. / }4 _ {Q"iO � -/ l a TAN.GR. 4.W% E'LY R/W ZDP OF E LY 8 C1�RB g // Y + �V + ¢/ �A' O s 3 / 174 OD �W IOo' vc 00 •fie -� -� _ o GD 15 1435 / b PI= 143�.�08 N R 1445 p NZ z r S v_ p m 0 C6 + ao� 50 vu o {4`{O 9z 4- L* L« S4-5a8 m O Vol. O.C. 1435 o f #44S 4 '14 1 pQ co CD z O m cp+ p - a �• J� Q _ `9 O PROFILE 5CALE5 i R' 1� d ���J HORIz: 1 "-40' 1430 A t 1 — VER 1 =4' 43 44 45 4G 4-1 48 49 50 51 - 52 53 54 PLAN SCALE 1G-�pFZ1 A � - 7L ,v I ►� it � I I � � 3 1 22 VACANT LAND 3 3 Q CURVE DATA L T O 13 A l2°40°49" 205.00 45.31' 22-1$' d� - �� o_ I J I `- �) (PAR�EL. 2 I \ 1 \\ \� 8 �Q � I I \ g - 1 / . ) \ zt d6' - \ JL LD Q7 _� O UJ Uj1 12"1N �9 ay �? .C� 9 tb p, PROP 12 W 25 prn`ti� J Lu — as - � a� a, as - a', N O` 19 49"W 5� 53 W 42 - - - A —- _ - 4 II _ - N - - - - V c0 �. NL " cp,C,� _ p�'� .c�� �t 26 r m TYP �.���1'� �Q uj W _��� IOC s - -� -� - -�— Ids - 19 qv �Twy rCCf / 13022 SEE rr pvcG 1083 SUT 7 4 I / // J p /LuI 1 / / wp0/T! A/AG L M Q 4( / / / © A q'D ARROW$ & kARK-ORS �t/A!/R !.v �J1 Gl A L�D7' I - a (�)0 N W tG DD/T/l�it/�9C�G�f0 VD ` N� .1 / PEEPTRj 15 79� lI' /_ i d ! d Qp r 8 r Z� _ E�AS'rr& T A.PE9 .� / T. /5 7910 / / J 1 / ` ' — ®REVISED MEDAN CURB AT TURN PbCKET 4-8-88 In + aN �)ZLUf' ,P\r,P. 9� ,� , / \ l // / o' �`°� �� �� / / �� r� 3 1 l /� / \ ` r r/ CITY I II r J4 / pp N d ,q 3 566 DWG NO. x606 O DESCRIPTION OF REVISION GATE APPROVED + - N I I II 45 . ,9 VACANT LAND � ,n CITY OF RANCHO CUCAMONGA F=UTL)RE IMP. � 3 MILLIKEN AVENUE : 3 CONSTRUCTION NOTES (WILLIo.m L"fo1� co1•nP�+.+�1�( owNERSI-NP) PLAN AND PROFILE SICrEWN-K L.A—JT 15 CONCEPT )A L ONI-Y. AFT!T VA1- OF THIE a— CONST: 5" A.Q OVER 4" A.B. PAVEMENT. F1N/�l.- sIDEw�.I,_K LAYOUT SHAI„L 5E MADE IN THE FIELO MILLIKEN AVENUE p.ND AOJUS"CE.D AS N�ESF3ARY TO MEET Fl>E.W CIJNCD1TlONS G)-- CONST. 5' WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA STD 310 4 311. !� Qy -CASC E/vG/�vEE�ci�vG Q OEESSlOy A.b P•PPRa•/�.O BY THE, PUF3t..►C wL7RK,5 INSPEGTnFZ J&NO STA. 44+20.49 TO STA. 54+Oo.00 a— CONST.811 CURB ONLY PER CITY OF FZANC HO CUCAMONGA STD. 301. p. CU2j�FZ2 ' PROJELT F'I._F�NNf;,R PRIOR Tp F[Na.L GON�TRUCT. !ON PARCEL MAP 10185 CONST. 8N CURB W/24' GOTTEK PER CITY OF RANCHO CUCAMONGA STD.�3. •g zQ N 11 �— REMOVF- END Cr- STREET BARRICADE. oAT6 U No. 41983 APPROVED BY.' DATE: �— ADJU5T MANHOLE TO GRADE ©NOTE Exp. 3131/00 CITY ENGINEER RC.E. NO. 2� 1 25 ADJUST WATER VALVE COVER TO GRADE /NSTALL. TYPE "N"MARKE'R.5 PER C/TY sno N0. 407 �/ C1v1V �Q DESIGN R MMEND ©I — /N.STALG ARROW qlF OF C O-\���� L.W. /,✓sCorr 3�— INSTALL STREET LIGHTS 9,5 L H.P.S.V. (ls" BACK OF CURB), �-- /N5TALL 4" OA5H5D WH/TE 5TR/PE PE•R CAGTRA/le, 5TD. A-20-A AETA/L 9 - �— IN STALL STREET LIGHTS 2�,50O L H.P.S V.ON'TYPE 2GA-4-W WITH ES-GT FaUNDATION. �_ DRAWN ��J�J SHE E T �J 1141,SZ'cglC. 4�SGL�"VG-' !-CX'P lsC,tt7.cl K ll�l�tt�� ICIGI!'IGyS M C 45w. OF I—�n 33 INSTALL t3" SOLID \AiHITE STRIPE PER C&L TRANS 5T O. A-20-5 DETAIL- 38. - �% CHECKED DRAWING NO. /� 31 1NSTb,LL_ 100' OF 4¢'SOLID WHITE STRIPE WITH TYPE G MARKERS AT 25 ' ON CELfTERS. fl AO a r.C. 9Ay/Ri6HTTU•CNGA�tJE /NTER56CT/O�/ � fir'/ RILE N � o�`7L PER TiP. X57910. DATE ILE NO L=189.18' O.C. L= 355.58' o.G . TOP OF N'LY 8" CURt3 L= 41.lS` S EXIST GROUND AT N'LY BENCH MARK B.M. 163 8 t R/ W O C \ V iQ- ELEV 297.297 a _ i r 4 4\4 4� � 00 AND 401 NORTH OF BASELINE, �p Z ___. y •. \ p g �'1 1+ + , SET BRASS BENCH DISC IN-TOP 1485 — .�- 50 vc. s4.98 ac. 1 N ' + N N N PI=I4 8�0.t5 , OF NE END OF A 4' X 21 CONC. N to m •"1' fA N U r 54 q 8 O.C. BOX CULVERT. m 0/ >Se W 9 K1 + N f{ O X84 0 V A14 4/44/4 �4 7 to Lu d - � 1480 t . PIN ISH SWAB AT td3 r O 6/4 �4 �4.' 14550 -XI5T. GROUND AT t V r- O Q' p a f. - 0 r t R' K1 + N I(1 N � r co W + r 0 0 0 t- 80. Y.C. 1d: U 8 (0r ,9 �+ �' r + + ao o g ' 1480. ao r- 0 + t N d — d + °` 4� �' 0000 , In N c� — N 4 OD CIS! —i _ 6 -'-7. -� _ O ~ U (4— _ -1809'0 - _ - 14`75 � �d � r � � � w � N 8 � + ao N � — R=� � ��-r � -i J _R_-•I.o� rcn � 1485 r d d Z $ v \ N -r + N N � � 9 x 8 � co N --- p O O <1 \�N Q 10 N � + � � + QJ -t- + r Nd N - ► lN N f(1 O r 0 d N - L=1 Si .CY3 P1=1485P15 (9 1= + + + 04 N O.G. Q m Z t480 50 vc. 1 90 � �p00 O o N - _ �- N v 4 N N N \ U O r �j d I > PI=1454-.1-1 v EXIST Gt�L)ND AT 1" 8 r- + r 8 r �! � V s LY Rlw $ Z 8 + 4. 0 r ci � o 0 N 80`V.C. - v K) __ + m N d + + ! + r fir• rn 6 -� O Pl= 1480.$5 V N � � i � i� m + '�\ d (� N ... ` Q + m + � + � m 14-[5 4.1:7 3 ,� > g + _ _ R=p1��lo R, N l ,° m 1485 Lu O.0. 4 V. Q J) _g p N �J - m fA (del _ . r r ^` ` - - - �\ �- = =�$�° R►-��4% r R=0'.551°lo jt-_1•( 4�/4�''4 w a0' 8 Q _ ' + N 010 L=31 1.S8` \. so`V. N Q8 N N _ R= ��� + o V + N N _ -- j-- y O•C. c1 > Fl= 14�c.i5 �D 6' o d C-4 d N W 549x3'OC. 54 980. �O lfl + ao N "IOP OF S`LY 6" Cup"B r88 50 V.C. 1�4, + r r V O � uj � Q Q d�4 v. 0 P1= 1464-.31 U 9 r }' 6' p V 4/d a N � r 8 r r- /4 7 r d °�° + 8 {� N � Q + tl'1 U dD tti In i� d► to -� + r i 4 � r (v tY 4 4 4 4 to If1 I- v � _ Q N - Ir4 N � + U ctrl) t' t!) r' N r rn N - m p D + N $ r- W N � c� N NOD N � R=p1lo MD pd +W+ +0 + ,n r .9 O 7ck3096 R !Iq C4 R= 1.00 9'o [PLAN E SALES Std K' 1 "=40' - S f I 41O 21 22. 23 24 25 2G 27 / 28 � 29 5O SCI�LE 40, / s .0 � T 5 Vis, Pte. 20 Q > SEE SN v�NUE S � A � ?O 8 ai � Z VACANT LAND di 1 o c+ WILLIAM LYON COMPAN`{ OV�INERSNiP � 'l / ►� � `�� ao 1 g ± - N �o S9,0 I' I 1 tr X w C o � () �� o mPARCEL 1) 6, 19 � x O11('29 N /r Opp1 1 + / oP, V• \. 1 �` -� 1 �� �- X ry N an i o _�r \ /�n N � 1 ( ( •� ref % � N � v �.,•i, �ae� 1aeW 1486— _ A – 1481 cN , i \ - / 0 01 I �� I•/ r` 2 Iii. 89- --r (14 1 R-l- V 1 Q - .,� ► N , O p �• d -- + } - - p 3.► OJT SL�o> - ----- �, -� 25.5•i. - - --- 1488 ---08 _r U O 5� 11 PSP ao OC I I \ 6' wm _ 119 0 s�. _ 3 3 / `�a� 0 ... --- _ - --- - - / � � / ,µa5 '- �• Z °� m'.v - �' 9 IIS (� .C, p Ko 42 TYP. �.� lC- P` s ° III `" C.4 g � - --- ---1--,---�- • Q _ �Z N 80 Oro IG"W (RAO)85 �' pr`1�� -• -- -- - I'E � ry - �_ D, �' 222.0 ' 1- m �1' L �V� 1189°401 ,�� 30+Iz.-JG E.C.R. 52 CURVE DATA lvm c� - �h ^ �t6t'l0 O O R L T ---- --- --- - -- �,�o -- e� 0 2 zs g"S z SSR A 10° 31G' 21 " 10220C3 IQPJ.18' 94.8Co' CUTSLOPE -d' low '� �\p� �(' � g l0° 34' 2l" 1000.00' 185.11 ' 92.82' I -- __ - 01 C- 10° ' 21" I _ __ -0. ( v A% I , a a.c > -� o ��---1 c 1 ��_ j_ ,�, 13 0 0°4-9' 54!' �� .00 .58 I� Pio W I� r=� �� / 0� a -' II \ \ ` �_-����____ L_ - 3 24+ __ __ - --- - ' G R• E 20°49' 5W 1000.00' �3.S8, 183.82' W -dr r 1 , ��p� I \ Co0_ _ --- ----- -- 2 1 `����- ro3�O��1 1 1 ' Coo F 20°49' S4" 1022.00J 3-11.58' 181.8(0' �" „ I 1 1 2/I PILI SSE --- F -— 1 � 14 8' la I I m W W ted` / f- 4 ��------ _ r 1 I 120 I 8 Z �2 �i 1 l� Ip 0 REVD _D STURM DRAIN ON KENYON WAY.SHEETS l-2fo 88 I I W CO 0 / �p1 II \ 'E 1482Y + N -�I — '� 1 \ (PARCEL 2)1 ~� _ / / N IO E � Q ON HIlGH.,AND. FL�.IRMONT WY. J - Low' _ ICITY Lo N �� � ����~ " + DESCRIPTION OF REVISION DATE PRO I� /� �� /�^ \ ()OD �� / APPROVED KENYON WAS" ��'��" --\ l CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES I� (wILL1A hA L`(oIJ COMPAW f OwNERsI-IIP) I '� PLAN AND PROFILE OZ -- CONST. 4`"A.C. OVER 4"A.B. PAVEMENT. VACANT LAND IE; 1' G Z O4 -- CONST. 4 & 6 WIDE SIDEWALK PER CITY OF RANCHO CUCAMONGA 310 a► 311. g KENYON WAY ®--- CONST LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONC-)A STD. 518 c� 5�— CONST. 8" CURB W/240 GUTTER PER CITY STD. 303 ►, + �, N^' ry FAIRMONT WAY TO MILL.IKEN A\/F-. 14 CONST. GUNITE DITCH PER DETAIL 51-BEET NO. 2. 42 INSTALL.,4" DA5HEp YELLOW STRIPE PER CAL. TRANS STD. 4-24-A DETAIL 1. I +Iv + �ti �ti � ; v 52 INSTALL. STOP �, STOP go,R. Fipw FLS �.� � `0 .0 ti� TRACT 10 18 5 I� CONST. UNDER 51DEWAI_K DRAIN PER CITY OF RANCHO COCAMONGq STD. Sol. \p��� n. tNSZ'�°u- G Esc r• � qtr �,urzct «nt�r�xv ��c�c�r«mss \ 'R �p a� .�` `�' APPROVED BY: DATE 11 CONST. INTERCEPTOR DRAIN PER CIT- OF RANCHO COCN.MONC-A STD. 1315 WL30� /4 S�2 �` CITY ENGINEER C.E.R22391 �2� 46 uu ---- ADJUST MANHOLE TO GRADE �iC,� - �4p�i�Z �psi�e �SS fi �w I FLow DESIGN - f �MmNA•DJUsT WATER VALVE covER To GRADE. 4ic 8 � e, 2 HJ2 2 10 INSTALL STOP SIGN PER CITY OF RANCHO CUCAMONC-,A STD. 401 sG4.02. (R-) _ _ , - C DRAWN _ '=r. � SHEET ?A�--- INSTAL-1- STREET LIGHTS 5800 L H.P.S.V• _ -' l U 5 �' �' MG l.; No. 2059 J� --2—OF 46 LOCAL. '»`PRE 5510N DETAILS 577 NO. 518 CHECKED DRAWL N0 .C.E:MO // /1n N.T S DATE -+ILE 1#0 `'jt/ BENCH MARK B.M. IG3B f Q 0 f ELEV.1291.29'1 iT ETIWANDA AVE. o> AND 40`NORTH OF t. BASELINE ElCIST. CND QQ SET BRASS BENCH DIS. IN 1UP 1535 of NE END OF A 4'x Z' C0NC. t N�. _ ? 50y, cuLvERT Q tll 0<- 4.So /o Lo y oma. t5 ZO 1530 e _ b,/A 6/4 0/4 A/Q_ S W'h.Y F d SIA �o �• : t51S �R 4 ao'vc ,� as.3�oc. as. o.c. r Ir►� .-''� 3 In Ili.=151 34 Rs 4.So'/o 5Tb-&I+50.00 c� z 1510 w 3s � 15 O �, - 1530 � ; / p ' Q � � r �' Y � N = � d rC / r N � . � Z U = le Q _ + Ifs } // Ti�P o� MEDI,o.N 9 / CURB -1' LEFT N ID r _ d1+ to 9 ul`9QD 153 `9 (A,6Y6-TT GROUND `�� 40`V.c. tj + ��,,, �l .+� ri R=302% �G i ] PI-ISIS.�03 > ;i•. � ��, ,� r ll7 /� � ,. ../ 1510 LQ . �° g W5 11520 �O 15?�00 � 52 r �'� � � Qi d19 �� � + Nd � � � �- 900 rl 9 1515 Nm � - Lo 6 g ir 10 q A.C.BERM • PROFILE SCALES s t w VE 1"-4` 1510 1520 3 RT. G3 G4 �oS GG (o'j ro S PLAN SCALE PHa.SE I O<` G�(�ISTRUCTI�N 5TA.C.'3 S-) TT SLo.CD4 7 CUR13 13 DATA L R L T HIGHLAND AVE . EXIST SEE SHEET 5 ( / R.W. B '00301-111 25.00' �4�' 25.22' PRoPt�3E.ID IMITdG/EMENT�3 F� TRACTS 13148, 138sv l L 13858 o F IER DRWC=. Nom. 121 1 o rl AD 1E z s,3 iU}0 .00 PER Z DR�,K�. N�• 121 l ) �Z S`SJ h G3 +21 .-10 MILLIKEN UJ 23+8G.81 HIGHLAND / / � ��• �h� 1(1 �� N O'►9'4f' N Cr I-)'3-)"W c"s _ _ '1_ WiCelED HIGHLAND 11-2°I-m _ W 4'G - S, �'S�< � � �' - X6'6 ��`Si> --- - ---�o'G=0b1------ - --- �"—---- - - "C� `- C` --- -- �?� ®ADDED PF?�P IMF-RCW. PER DR�riC�.No. 1"2..11 3-14 -8� s°> A �� Qh�G`Q— ''�}' � ® ADDED PHASE I CONST. 10-4-W SIGNAL. PL7LE is i3 i �° �l i3 ` J F.H. `C CITY i DESCRIPTION OF REVISION DATE A 7A �� / /G.T.E.M.H Z4 G.T.E. MH APPROVED 1 /5 1 ll .� / LE. TELE.. RISER EDISON VAULT N �/ EDiSON EXIST R�W TELE.RI ER S CITY OF RANCHO CUCAMONGA g Nz co • X w PLAN AND PROFILE + Or tilt Z + " � ! � �= + Z� MILLIKEN AVENUE3 N N STA. CD3+ Tt7 STA. CD8+X3.00 SEE SHEET 4 MILLIKEN AVENUE PARCEL MAP 10185 CAN STRUCTION NOTES a-- CON S-rRUCT 5"AC OVER 4" A.F3. PnXrEMENT. APPROVED BY: DATE: G S Gy- REMC KIE EYUSTINe A.C. PAVEMENT. CITY ENGINEER RC.E . 27-391 �-- CONSTRUCT G,� DIKE PER CALTRANS STD. PLAN A=t3 TYPE A. DESIGN � R MMEN� 2� ADJUST MANHOLE TO GRADE. LW O-- SAW CUT 70 A NEAT EDGE . DRAWN I�-J �� SHEET MC CT= J J'J res Exp.9+30 U. OF +-s_ CHECKED �' DRAWING N0. �40 DATE FILE NO