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Home My WebLink About1467 W '4" ........ GENERAL NOTES IN TIHE CITY RANC'HO CUCAMONGA 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - DATED 1988 AND SUBSEQUENT SUPPLEMENTS DATED 1989 & 1990. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE CONSTRUCTION NOTES* FOR ADHERANCE TO THESE STANDARDS AND SPECIFICATIONS. REMOVE EXIST. AC/AB AND CONST. 0.42' AC. OVER 0.34' CRUSHED AGG. S'TREET IMPR�OVEMENT P' s 2. THE CONTRACTOR SHALL POSSESS A CLASS "K CONTRACTOR'S LICENSE OR A I v CONTRACTOR'S BASE (0.15 A.R.H�.M. OVER 0.2-r' BASE COURSE A.C. OMr_ CLASS "C-12" IN ACCORDANCE WITH THE PROVISIONS OF THE LICENSE LAW, SUFFICIENT TO COVER ALL THE WORK TO BE PERFORMED BY HIM. SAWCUT. FOR 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO CONST. 0.42' AC. OVER 0.34' CRUSHED AGG. BASE (0.15' A.R.H.M. OVER EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WKETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 0.27 BASE COURSE A.C. OVP,,g COLD PLANE TO 0.15 1 DEEP AND PLACE 0-.15 1 A.R,H'.M- (0-M- cow PLA 96- Ago A940 A 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAM N ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN VM14 vlAglek 0 400t, OV61LLA ONI 'P4A04o.) CITY OF RANCHO CUCAMONGA EASEMENT OR RiGHT-OF-WAY. Al fOe cf-0*l:54'0&fl A13ANDON INDUCTIVE LOOP DETECTOR IN PLACE. SEE SIGNING & STRIPING 5. THE CONTRACTOR SHALL MAINTAIN AN ACCURATE SET OF CLEAN BLUELINE "AS PLANS FOR RECONSTRUCTION. BUItTT PLANS THROUGHOUT THE DURATION OF THE PROJECT AND SHALL IMMEDIATELY UPON COMPLETION OF THE WORK, SUBMIT SAME TO THE CITY AFTER ADJUST TO FINISHED GRADE. FRO F OUR,, TH STR,EE'T TO FOOTHILL B , D, * OBTAINING THE REVIEW AND APPROVAL OF THE CITY'S ENGINEER. CONSTRUCT 4' WIDE STABILIZED SHOULDER. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR OTHER UTILITY LATERALS, MAINS, CROSSINGS, OR RELOCATIONS SHALL BE CONSTRUCTED PRIOR TO PAVING. ro PLX 542 7. THE CONTRACTOR SHALL NOT ORDER OR PLACE ANY PORTLAND CEMENT PROTECT IN PLACE. T NO ST MDERAL, AID, CONCRETE OR ASPHALT CONCRETE PAVING UNTIL FORMS AND SUBGRADE AND/OR RELOCATE Ao,;, Ptgg�,,-mp oy r-,�wftr. AGGREGATE BASE HAVE BEEN INSPECTED AND APPROVED BY THE CITY'S ENGINEER. 00 CONSTRUCT V` THICK PCC BUS BAY. SEE PLAN 4$ 8. IF ANY UTILITIES OR OTHER FACILITIES, NOT OTHERWISE SHOWN ON THE PLANS, CONFLICT WITH THE PROPOSED IMPROVEMENTS, ALL AFFECTED WORK ,SHALL BE SAW,C U,T STABILIZED THE Cl *SENGINEER. CONSTRUCT 5' CURB PER CITY STD. 301 Wl"L." tAVE, EXIST. E.P. SHOULDER SMUT STOPPED AND THE CONTRACTOR SHALL IMMEDIATELY NOTIFY TY CONSTRUCT 8" CURB AND 24!' GUTTER PER CITY STD. 303. EXISI. A.C.SURFAM 4 9. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF STAB-SHOULDER A ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS COLD�tANE TO I YRA D ALL VOIDS OR DEPRESSIONS SHALL W79 WHICH PROTRUDE ABOVE THE SUB-GRADE AN 'EST V REMOVE EXIST. C.B. & PLUG EXIST. PIPE Ar.7 P I 99CTeP e5lyl!Wol I A a r—lr_ HIGHLAW AVE. I , W I I I, ........ BE FILLED WITH A FINE GRADE MATERIAL OF QUALITY BETTER THAN THE NATIVE MATERIAL. CONSTRUCT SIDEWALK PER CITY STD. 304.(AS SHOWN ON PLAN). SUB-GRADE, A SOILS 10. IF THE ASPHALT CONCRETE IS TO BE PLACED ON BASELINE AVE. v i*-- 1, 11 RELOCATE TRAFFIC SIGNAL. I SAWCUT IL i STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE 'A EXIST* PAVE]OW U;NIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL TO mkr4li TH PRIOR TO PAVING. $HOULDER 'k PL PAVEMENT WID j 4 STAW 4"."T" 04, 'loot$. ftilfoot,04140 RELOCATE WATER METER, FIRE HYDRANT & WATER VAULT BY 9 DEUL 6 GH TH CITY OF OVERLAY DEPTH VARIES TO, CONSTRUCTION SURVEY STAKING SHALL BE CALLED FOR THROU REMOVE EXIST. CURB AND GUTTER. ILL MY0. TO, RANCHO CUCAMONGA, ENGINEERING DEPARTMENT AT'(714) 989-1862, TWO FULL MATCH GRADE BREAK ELEVATION EXII AjC. 'ST C UaVA CO!,,D PLANE WORKING DAYS (48 HOURS MINIMUM) IN ADVANCE. K ZZ MAX. RECONSTRUCT DRIVE APPROACH PER CITY STD. 306 PROJECIT BE CALLED THROUGH THE CITY I,NSPECTION AND MATERIAL TESTING SHALL SITE OF RANCHO CUCAMONGA ENG[NEERIN 'T -0621 ONE 6,DEPARTMENT A, '(714) 989, REMOVE EXIST. AC/AB AND CONST. 0.42' AC OVER 0.621 CRUSHED AGG. BASE 0.15 MIN.A.R.WM. OVERLAY FULL WORKiNG, DAY (24HOURS MININIU'M) IN ADVANCE. ?�, 3 STR/EET WIDE'NING TYPICAL GROSS (0.15' A.R.H.M. OVER0.27"BASE COURSE, A.C. 4>VC-F -Al SECTION A.H.M. QYE�LAY DEPTH VARI&RIlf JER A To CROSS CTION 0.15'A.R.H.M PLAN. POUR* s*mm COLDPLARE EXIST A.C. AND OVERLAY 1,3. WORK SITE AND EXTERIOR STREETS SHALL BE 'IN A N EAT, CLEAN, HAZARD FREE. RELOCATE STREET LIGHT & ELEC. VAULT BY TO A MIN 0,t5'4�R.H.W ORDERLY STATE, THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED UPON CONSTRUCT SIDEWALK RAMP PER CITY STD. 306. 0.15'MIN OVERLAY REQUEST OF THE INSPECTOR. LAY, A.R.H.M.OVER I SfIEFF-1 DE P1*10 SEE PLAN 101' 41 Ily T PT T 0 14. CONTACT UNDERGROUND ALERT 1-8,00-422-4,133, AND THE FOLLOWING UTIL 32 CONST. JUNCTION STRUCTURE $'9 PER CITY STD. 508. HE c N LANS COMPANIES AS REQUIRED,* 2 WORKING DAYS PRIOR TO"EXCAVATION: A=90" B=lT, C=6', D=96', E=L=27"'. SAWCUT Df EXIST. EiP. STABILIZED ,,%TAJ "A: EMST. AX SURFACE SHOULDER SOUTHERN CALIFORIS14A GAS COMPANY 714 394-3814 ,(8 CONSTRUCT CATCH BASIN # 1 PER CITY STD. 502 WITH 714, 394-383,1, 1050 OVERLAND COURT W=14', V=5.75', AND CASE "(f LOCAL DEPRESSION PER CITY STD. 518. SAN DIMAS, CALWORNIA 91773 ATTN' TOM STLIVE :1 SLOPE TO MATCH IXISTING GRADING. SOUTHERN CALIFORNIA EDISON (714) 357--6227 CONSTRUCT 1 R.C.P. (1 250D) ATTN' ED LONG Li 7951 REDWOOD A FONTANA, CA. 92336 PLANNM DEPT. LIMIT OF COLD PLANE AND OVERLAY. GENERAL TELEPHONE COMPANY (714) 949-8,2015 VICINITY M,AP 585-A NoRTH MOUNTAIN AVENUE ATTW MARlY REID JOIN EXISTING. UPLAND, CALIFORNIA 91786 I"'POR T COLD,PLA14E S 90 SCALE A�l C 0 NST, 0,4 2 A,C,,� OVER 0.34' CRUSHED CUCAMONGA COUNTY WATER DISTRICT (Z I 00�) 9,8 7-2 5 9 REMOVE EXIST. CONCRETE SLAB OR SIDEWALK. AGG..",BASE (0,15" A.R.H.M. 01/69 0 Z71 9641 SAN BERNARDINO ROAD AIT N. JIM CLIN,,E/t�vAWES;, AC OVERLAY DEPTH VARIES TO Coufmt' A, X4, Ov''ll 0- 'A+ a.A-t�) P.G. BIN 6,38, MATCH GRADE BREAK ELEVATION, REMOVE EXIST. TREE. RANCHO CUCAMONGA, CALIFORNIA 91730 POLITAN WATER DISTRICT 664 METRO (714) 250-/611 RELOCATE & RECONNECT EXIST. IRRIGATtON EQUIPMENT AND RELANDSCAPE P.O. BOX 54152, TERMINAL ANNEX ATrN. JIM HALE STREET STRIPING & TEMPORIA(RY SUIS CROSS SECTION 'N AS DIRECTED BY ENGINEER. BAY TYPICAL LOS A, GELES, CALIFORNIA 90054 IMPROVEKNT __LtGNING CHINO BASIN MUNICIPAL WATER DISTRICT (714) 987-1712 ADJUST TO FINISHED GRADE BY OTRagr=� P.O. BOX 697 ATTN: LARRY MILLE9 RANCHO CUCAMONGA, CALIFORNIA 91730 SEE PLAN 10 pAoPj Z-L- f0J6f, MlOr- IV MAY ft� SIMMONS CABLE T.V./SCOTT CABLE T.V. (714) 987-7122 A lKI416*10014 ,�04A,,Ttott ri-,m-4 10 pwiptx of v6l 600wj SHT. 12 9524 19TH STREET ATTN. HAL BERMAN/ 4f544%;azPTk-�"r JtfV- PAAt4f�; ePF pt* 6a4nzy A-r POW OC14f o Rcy) RANCHO CUCAMONGA, CALIFORNIA 91701 MATT GLEN (7(+)qm-fu�z 0/r, egiv.-I mofju LF- DCA CABLEVISION (714) 987-2225 SHT. I 1 915/,5 ARCHIBALD AVENUE, SUITE 302 ATTN: CLAYTON GRAHAM INDEX OF SHEETS RANCHO CUCAMONGA, CALIFORNIA 91730 INDEX OF SHEETS ci c CTR' DR CONST. W CURB US SPRINT 714� 874-8,860 -0 75 A DESCRIPTION SHT. DESCRIPTION SHT.-l— NETWORK W INSTALLATION �8 521 'TTN: PHIL FREEMAN CONST. Er THICK 521 WEST RIALTO AVENUE A SHT. 10 P.Q. BOX 158 TITLE SHEET 1 STA. 60+00 TO STA. 80+00 20 PCC BUS BAY RIALTO, CALIFORNIA 92376 1 E I 4 CONST. 0.421 A.C, OVER 0.34' CRUSHED U%_ StC,bETAIL*A"a COLDPLANE MOTIONS AARM4. OVIER0.2"71 (714) 988-6161 PLAN & PROFILE STA. 8,0+00 TO STA. 100+00 21 , _40LA , TION AGG. BASE (0J6 , "' COMCAST CABLEVISION SASE COU'RSE A.C. 'OVt,�r- 1257 WEST BROOK STREET ATTN: BILL BRANTLEY ONTARIO, CALIFORNIA 91762 STA. 0+00 TO STA. 10+00 2 STA. 100+00 TO STA. 124+00 22 SHIIT. 9 NO.640, SAN GABRIEL MUNICIPAL WATER DISTRICT 1-(81,8) 947-94,41 Exp-W*07, STA. 10+00 TO STA. 20+00 3 TRAFFIC SIGNAL MODIFICATIO'N 23 BUS BAY TYP[CA,L CROSS SECTION 549 EAST SIERRA MADRE AVENUE ATTN: BOB STALLINGS A ONLY 17 P.O. SOX 1299 4 TRAFFIC CONTROL - PHASE 1 & 2 24 AZUSA, CALIFORNIA 91702 STA. 20+00 TO STA. 30+00 26TH SHT. 8 4 STA. 30+00 TO STA. 40+00 5 TRAFFIC CONTROL - PHASE 3 25 (714) 947-9441 WILLIAMS TELECOMMUNICATIONS COMPANY ATTN: MICHEAL VANDENBERG, 1152 ACACIA COURT, SUITE A ONTARIO, )RNIA 91761 STA. 40+00 TO STA. 50+00 6 TRAFFIC CONTROL - PHASE 4 26 LF-�= I-i*zo> 14U�,MGO F0 _11 'VE. lloNt6f,17 17 7 27 1 SHT. 7 CENTERLIKE IRR. IRRIGATION BOX t r le STA. 50+00 TO STA. 60+00 TRAFFIC CONTROL - PHASE 5 lj,.r L h �01-t t�69UC,� 4,41 ADJU�TC-P, C, �eV P Irt C,0t+5rr- NOTe�0 4,VLY eteeO Or STA. 60+00 To STA. 70+00 8 CROSS SECTION-, 8TH; sl . PROPERTY LINE PIP POWER POLE &Ktvll� 40 , FAvewl�Nr G9AM,Avju1,-,-rMt*`r,5 rgom r;�,rA aO 50 To qztcO 16 R.O.W. RIGHT-OF-WAY GV GATE VALVE STA. 70+00 TO STA. 80+00 9 STA. 0+00 TO STA. 9+50 28 ''M REET CITY DESCRIPTION OF REVIISION DATE TOP OF CURB wV WATER VALVE APPROVED. TC STA. 80+00 TO STA. 90+00 10 STA. 10+00 TO STA. 19+50 29 S11T. 6, tT AT E tR- METER 'n, W FL FLOWL[NE CITY OF RANCHO CUCAMONGA STA. 90+00 TO STA. 100+00 11 STA. 20+00 TO STA. 2 FIRE HYDRANT ,9+50 30 FS FINISHED SUPIOACE 4, TITLE SHEET STA. 100+00 TO STA. 108+00 12 STA. 30+00 TO STA. 39+50 31 1 SHT. 5 EP EDGE OF PAVEMENT PB PULL BOX 32 ST. LT. STREET LIGHT Z BUS BAY DETAIL 13 STA. 40+00 TO STA. 49+50 P C & G CURB & GUTTER s TET IMPROVEMENT PLANS 15 7�1 MIT. 4 FS VLT. FIRE SERVICE VAULT BUS BAY DETAIL 14 STA. 50+00 TO STA. 59+50 33 C8 CATCH BASIN NO, I,t,752 H �mECT HAVEN AVENUE GTE MH GTE MANHOLE TSPB TRAFFIC SIGNAL PULL BOX Exp� mv I BUS BAY DETAIL 15 STA. 60+00 TO STA. 69+50 34 cil RR BOX RAILROAD POWER BOX 0, FROM FOURTH ST. TO FOOTHILL BLVD MAN,HOLE MH BUS BAY DETAIL 16 STA. 70+00 TO STA. 80+50 35 A.R;,H,,.M ASFOHALT RUBBER HOT MIX Pxwy S11T. 3 APPROVED BY DAT6 :76 Aox STRIPING & SIGNAL STA. 80+50 TO STA. 90+00 36 TRADE, RK R.C.E. No.V23-73 CITY ENGtNEER 37 14 RECOMMENDED STA. 0+00 TO STA. 20+00 17 STA. 92+50 TO STA. '00+00 t 9HT. 2 DESION PREPMED UN DIRECT SUPERVISION OF "ERALD J. LINDQUIST HN G STA. 100+50 TO STA. 105+81 38 F ET BENCHMARK STA. 20+00 TO STA. 40+00 18 9035 ,Haven Avenue, Sullillte 105 T b Rdp:6ho Cucomango, C' lifornia 91730 l'" 4kOUND''HfAD, fdtT IN' CONC. CUkt STAMPED "S.B. Coi ,B,,,M 01 'T I CORNER' OF 4TH '50' OF 38 ,,A,, T, ,,,,NORTHWES, STREET AND HAVEN AVENUE. 1. /JL STA. 40+00 TO STA. 60+00 19 (714) 944-5,40,0" HN tND' 6"F CVR9 ktf/U 9`44' DRAWING NO. S14ECT INDEX ELEVATION 1029499 187,32 ft.,C.E. go. Exp CAONWLTANTS I,N'c :C L,,Vt4;d0, , ,0MG, SUR 'N"O'', FtLE �mb WON I=110, Mm VEN AV m EXIST. WESTERLY ,TOP OF CURB 1042 U 0)00 ^ KM OO . J o OD PR o •1040T . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . KN aq^ oo . . . . . . . . �J 0� O0 �.�. . . . F . . . . , m F o o 1038 . z . , . . . . . . . . . J 1048 V U 00 00 i O F� Ori M n ,J . , d , . O1 0 0 1046 WEST CURB 1036 b M ri O o �.�- F J 00 0 � 0 `n M M� Q �v- ori .. o .n 'n . 00 00 U c» aoo vv VOM pliMM —.� �� rjN OO K 00 WEST 102-4tM N O O Z 3 �D O M M i VII U_ C14 N F N MIS F lJi IT V 1944 0 OO Z VJ OO v0iN �N Coro -o .� i �� v� F� KM .1032 00) OM . �� —''1'1. 1042 �� ter. o0 "'°' 1042 N^ M (� 00 Uva N� 00 Mrn(M co M co 00 00 o0 00 r- M� t^O OO �• ri(C oo _ Z v o, N =Uj 1050 � r- W •1038 (� °M O 0 i 1038 1038 o <� W 1048 WEST MEDIAN 00 r 00 W • , J N . rn 10.t . ;- WEST EDIAN 1086 i . U ~ a 0 0 i y 1046 m EXIST. WESTERLY Z o _ O MEDIAN p P� N n o M o — • — MN FU_ p i O ' �n 00 „ � � _ vv K M N 0 0 — �� t 1042 �� o0 00 F� �co . o �. 104 N W .. N0 „jM ,� . . . . . . . . . . . . . . . . . . . . M to co r, 0 0 _ -M40 — 1050 . . Z . MN M � �� 1040—U in . W 1038 . . . . . . . . . . . . . . . . F N . 0 o pq 0 0 i ,1038 J . . . . . N J 1048 EAST MEDIAN . . . . . . . . . . . . . . . . �� a ~� EAST MEDIAN • 1036 r o 2 a V co O ko v `n n M 0 i i z N o o ~' 1046 o n M N 0 W co ri Q .n fn C4O i TIn 0 N NI- d N r 00 PROPOSED EA ERLY N 00 1Ui 040 N M� MU. O s - 1034 ao - � —_ , , 0 ao a L Go o EDGE OF PAVEMENT M "' — i �N 1044 ^T O _� ON N 10U. 12 O O i - - 11 u --- - O O 0 0 H li i 0 - i m Z m 1042 �� 4v o0 EXIST. EASTERL E.P. M "' - _ 0 <N ut a d '� O U K 'r'� 00 n M h - a vri 1046 EAST CURB r; o — In N r J ° PROPOSED ASTERLY K 0 o - i - 0 - 1� r O Q 1040 r, m ' ri cV o o OR ,� EDGE OF P EMENT 1034 o — — N O * � N _ — 1044 F CO C5N h o, o pEn o EAST URB 1032 Mo M o o i ' m n m 1042 _ 12 SCALE: S Ch Ch i rn a o a o 1.62 � ° ,,n,� 1030 n o HORIZONTAL 1"=40' 1040 �— n m c VERTICAL 1"=4' g o 0 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1100 L J I y L J L J L J '" - 40' II rr, a II 3 LJ LJ r-i N LJ 1 APN 210-391-002 �I APN 210-391-001 APN 210-391-008 APN 210-381-022 APN 210-381-023 IOT EXIST—R.O.W. (1YP) T o M ° pe — �p dJ_ _ _ wIl $NV wv$ wv wv� wv wv Z wv —8"W— — — — — — — — - B"W— "W- — — - — — r- — — — — — — - 8'W- — — — -� —_77 — — — — — -- - — - — y / Ir - wv �� 6,G O wv G OPr 6..G OPP G Opp G W ID SECTION LINE 24" S. 6 — — — — — — — — — — — — — — — — — �t�= W_ — — — — — — — — — _�{— - - - — — _O EXIST. C & G! — — — ^` EXIST. C do G O 7 r-I g ^ O M W O O N J L J to O t0 O W t0 t° 0 5 48" STORM DRAIN 4 4 4 M 0 N r06 00 r� L J J 4 EXIST. MEDIAN S - N 1 L J L J 1+POJ L J 2+00 — —3+00 8 4+00— — 5+00 N 0.10'24" W —6+00 — 7+00— — 8+00 =9+00 0 O+ 00 r r r Ir r� — �L� — co N L J L J L J L J L J L J $ - L J M IRR IRR IRR SMH + 1 C IRR p 0 IRR 0 IRR � � _ " � L J L J L J 00+00.66 } �� —�_ 1 5 $— —15 $— �y 6 5"M 4 — — — — -�1 —1 5"s— — D` — — — — — — —15-s— — — — — —15"S— — — — —15 S- 8 ,� �0 6 p �� ^� 4 2 3 O SMH 4 2 3 4 6 O N O O V 01 C EXIST. E.P. EXIST. E.P. N 1 - — — 10"w-- — — — — — — — — — 10"W_ — — — — — — — — — — — — 10"W— — — — — — — — — — — — — — —10"W- — — — — — — — — — — — — — 10r W— — wvS l W 'tea Z -- Exibr �Aw�l 2 - G G ------ - — G — G G G ----- G G — C G G G — f� ..J 1 2 pp BUa:SIGN '. 1 /r L J I B Z �— ►rNr« o^^/ (g l� v:. 7 9 v �' ? g o v~i ?9 ST.LT. 3C °P i lk3 _ - 9 �/ �/ �c EXIST. R.O.W. (TYP) 8 7 p x `S 8 J r L J I m i i Lai \ EXIST, C k G G p� II LJ r-I II $ X C9 O� L k Q7 pn + z w� p + o ° r l r� . LJ 3 ° ID N �� N N 0 B II 48" S.D. L J 't II m z v N O Om �� APN 210-081-021 APN 210-081-019 L J N _N PB + O _i_ + M. 4- 0 REMOVE EXIST. B�-- l "f ICY MON U MCAT N N AVE ,HAVEN A.C. BERM 60.00' 60.00' m FUTURE R/W 120.00' CONSTRUCTION NOTES: -23�t2 ST . � AnDEn NtrfFh � GorJST NbTf; #44TH Q REMOVE EXISTING AC/AB do CONSTRUCT 0.42' AC OVER 0.34' CRUSHED AGG. r DESCRIPTION OF REVISION DATE CITY BASE ( 0.15 A.F -H• M. OVeF- O.2j t3d►5E GoUIzsE A .c Odd O �¢' G.A.g) APPROVED: 2� SAWCUT. O32 FW*f�T !l�,Gp T>cD ['X%lyT• 1-f VO4 "CA, d'ND Iwz16- WN65, ��oN N`i CITY OF RANCHO C U C A M 0 N G A PKDVIDE T6t+1PdPARv C I.• r-E1J(E rlCloiz (0 aNY 5rRr&T WMK6. , � S IF446-4'004 9406Atlorl PLh•fJ IN THW APPENDIX OP THE v V G 30 CONST. 0.42' A.(`. OVER 0.34' CRUSHED AGG. BASE ( O•15' A• r-- H. M • 01/ 1? ._ ��,. PLAN AND PROFILE �N1KAe-r L06U• SPAS.) 6ONTACT J� bAf�+1�5 of WN 6ralrKy 0. 27' 10P 0f, GOUI�y6 A•c. mer- o-34'� A 0J AT IST. 014) IM-1862 Axl' 4222 CaPP��ce�s� T, T++E IJ)E LrNT{a/ w NO. IM2 STREET IMPROVEMENT PLANS � ' MoNUt��r1T oaLy) . COLD PLANE TO 0. 15 PCWP A14P U66 O•l5 A,P,H .M• (NOTA•- WL v M,*R MV A•W�►�I � � � 0%1;f�44Y 126PTIJ VA9166 ' 19 4,ou�� a•�y-fo -r*r% �6s1R-Ev SIG MWATIoN A4 ft+vw0 k•-F sl CIYi� ��P HAVEN AV E N U E fRe 6"s *66-noN RAN�i.) Q ABANDON IN PLACE. SEE SIGNING do STRIPING 4TEC;= rA`1 zz STA.0+00 TO STA. 10+00 PLANS FOR RE-CONSTRUCTION. _ © ADJUST TO FINISHED GRADE. APPROVED BY DATE 6 Q CONSTRUCT 4' WIDE STABILIZED SHOULDER. CITY ENGINEER .�y R.C.E. N0.24953 =;. DESIGN PREPARED UNDER THE DIRECT SUPERVISION OF RECOMMENDED ® PROTECT IN PLACE. HN GERALD J. LINDQUIST 4p- 3 3 "QZ 9035 Haven Avenue, Suite 105 Q RELOCATE ,as P112EGTtaD {3Y �N61iJM9 Rancho Cucamonga, California 91730 DRAWN SHEET ® LIMIT OF COLD PLANE AND OVERLAY. (714) 944-5400 HN/JL � - 2 of 38 31 AD JUST TO FINISHED GRADE BY oT1+E(� CONSULTANTS • INC CIVIL ENGINEERING SURVEYING CHECKED DRAW[I[NG/No. . �P. �S6-t993 R.C.E. No. 1e752 / / t7 DATE SOI91 FILE N0. F. 5036-1 U_ U_ PROPOSED WESTERLY ; EDGE OF PAVEMENT 0 o LL EXIST. WESTE LYTo 1054 iO 1064 TOP OF CURB � 12 O o rt v to '- �` o o0 o O 01 o v In 00 o a o o x IL" 1052 N EXIST. WESTERLY N o 1062 pi N� o � �- — 16 w EDGE OF PAVEMENTo WEST CURB U 00 w ,n r Z �' o+0)co o U "0 O o w n0 in 0 o a 1.6 w 1060 1050 J. C6 r r o co N rn r F ,n to ST CURB M + P: ._ — — 0 n 1048 0O to00oa W � o `` o rn to1GIinin O ooM Ui o u1 r• ao PR POSED WESTERLY N U to to o 0 u, r` o F. EXIST. WESTERLY F I`t 1� 6� (6 o F CA r 1058 �, �; 1 1066 LaiMEDIAN �" ° o wi O N = U � " c0 0 0 o o to co Nin U) � �N rz0 00 W � �' oo "ao W + 1054 W o � — 1054 N 1052 0 N o o _ 1064 - WEST MEDIAN . w _• _• 00 H �p O o 20 0 Oco N 0 In LO CJ ST MEDIAN 1052 0 -- _ a � "0'`° o � � W 1062 0 J U 0 0 0 LO 1050 p z � tz � UN � 0 Q o � 0K o EXIST. EASTERLY U� 0 0 O� i°00 N MEDIAN U n ,nrn 0,i to a) EXIST. WESTERLY vN 1066 .. to v ri o 0 0 0 MEDIAN ~ U� �� 00 ovLo tn 00 LAJ 00 L)Ln Z 0 0 — � ID W W 1064 EAST MEDIAN 1053 = UOn �n� 00 z o o . 1053 ' 1054 MEIDIAN ASTERLY rnn 0 0 0 — J U o Oo �°' �� z F "�° 0 _ 1062 M00 0 Ln ��12� OO — ,� U J � � q;o6 00 AST MEDIAN 1051 C)0— HW J U Uro, 00 N0 .t ~o 00 r- * U ul� T11— N U� I� 1049 EXIST. EA TERLY n 1056 0 0 z M o U1 r) n IS W 0 LO to TOP OFC RB N� in Ln ri N0 Go 00 N< .0 0 0 �o (V F 00 a0 t0 00 '064 U t0 O to to w v T EXIST. EASTERLY �' 0 J O M � O o � � � 1052 I TOP OF CURB $ $ � 1062 EAST CURB J W 0(M ~ O Ali d 0p Z O � . . ID Of M pp 0 li 00 do r- o o _ a _: . o 1060 UV1 0O J 0N W co CN � OD" t0 t0 0 0 � . 00 U� Z 0 0 1048 0 1-t 0 01 0 SCALE: o "' �� _ o: _ AST CURB 1048 HORIZONTAL 1"=40' 00 10�6 Z VERTICAL 1"=4' 10+00 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 50.00' 25.00' 25.00' Jd 11 T11 M Jd 1" 40' N APN 210-381-001 o a o o APN 210-072-006 0 0 ri m I TI W U NZA DOJ pJ " 0 I 0 0 + C90 + (� + C� N + n b r, w= 2 U) z. EXIST. R.O.W. (TYP) ►, F-- / \ + o + wd S LW - U ot, ��! �� EXIST. C do G EXIST. E.P. pp 7 P°a 7 EXIST EP N — G.��- - - — �— �� G — G - - —G- - — G - - - - - - - - - - — - - - - - - — - - — G — - - - G — - - - G — - - - G - - G - -•— G - - - W - - wv - - � - - - - -- ' W SECTION LINE�8"w - IO"W - - �pcn1 --- - - - - wv o o W W -_ 6 - to N o '�� 2 3 w 3 0 2 3 W to °g ul t F.H. VALV E-�® 4 t 4 4 18+00 _ 19+0014+00 15+00 .� 16+00+ 11i00 12+00 13+00 � + N 0'1024 W — _ — 1 oo ;1� T o o — I — O It - O — II — d O r, M V_ I O 5M H - - - - - - - - - - - - 4 — —_ — — — — — _ ____ _ — — — — — —15"S— — — — — _ — — _ _ _ _ — - - — — _ =15"S— — _ — — — — _ — — — — — — =13"5= C- EXIST. MEDIAN N 6 EXIST. MEDIAN 1 0 • N- o i R o N 6 4 n hC C . 7 2 6 4 wV 7 (� b t` - - b - - - wV wV - 4- - - - - - - - - - - - - - - -10"W- - -\wVw� - - - - - - - - - `10 - - - - - - - - - - - - - ye.a - - - - - - - - W to Io W — — 10"w– — — — — — wV Z �� wv 6 31 ` �6J - _ - _ _ Z — IRR M J i GTE M H _ _ _- _- _ _ _ _ _ - - - ❑ SIGN �F FHFS VL-T.- - - -ST.LT. - (j - FS VLT.- - --- - - 8 --- -- - - - G - - -- - - g - -- - -- - - - - - G -6 _ _ ST LT wM EXIST E P LT. 8 GTE MH M \ �\ 3 26 I �/ U SIV, EXIST. C do G EXIST. R.O.W. (TYP) w Q w ! aW O mW i + I (9 `+° APN 210-081-017 N Z_ N M, O + c�0 + 00 ST.LT. I I I III `° m� °' W I SAW CUT FOR CLEAN EDGE & CONSTRUCT STABILIZED SHOULDER 41.00' 41.00' 2N PI�IJST�D G SNT 338 q-23 -It vu� HAVEN o 82.00' I �DD� N T>% Gd �-ofJ�T rlot� #4 TRADEMARK PARKWAY (North) DESCRIPTION OF REVISION DATE CITY APPROVED: CONSTRUCTION NOTES: CITY OF RANCHO CUCAMONGA 2 SAWCUT. 3 CONST. 0.42' A.C. OVER 0.34' CRUSHED AGG. BASE ( 0.15 A, R.H, M, over- PLAN AND PROFILE –' Q G -, , G, OV p ' �• A�� GD G o• � u a � � � STREET IMPROVEMENT PLANS 2 8 � 4 �• � cn. r r t1J NO 18752 . 4 COLD PLANE TO O. b DFxP AND Pl.AGE O• f5 A.K. H•M �' GOLD 44Nr✓ M � ' � °� P �`D �� HAVEN AVENUE OVf�I-�+Y D�r�+ VAtzl� I� hoM� A-�J'� TO Tti>✓ DESIRED 6RhD>; �V h5 S-1+fluJN• � 1}}� �. .. � TIoN f'I�N� © ADJUST TO FINISHED GRADE. �r4 CIY�I e�\P FROM STA. 10+00 TO STA. 20+00 „� , FC: CONSTRUCT 4' WIDE STABILIZED SHOULDER. APPROVED BY DATE (9) © PROTECT IN PLACE. CITY ENGINEER R.C.E. N0.?4953 DESIGN RECOMMENDED PREPARED UNDER DIRECT SUPERVISION OF s RELOCATE A S p IMG� $Y �tJ61�l�1z • HN GERALD J. LINDQUIST 1� RELOCATE WATEK VAULT, WATER METER AND F.H. BY OT'ttF.f�h. 9035 Haven Avenue, Suite 105 - - 6 LIMIT OF COLD PLANE AND OVERLAY. RAWN SHEET _ Rancho Cucamonga, CaliforniaCllfl91730 31 ADJUST TO FINISHED GRADE BY �TH5Rs . (714) 944-5400 HN/JL 3 38 C9_� - OF CONSULTANTS - INC CIVIL ENGINEERING SURVEYING CHECKED DRAWING NO. EXP. 6-30-1993 R.C.E. No. 18752 /y67 DATE ` 3� FILE N0. F. 5036-2 1072 i 1O o EXIST. WESTERLY O1 - TOP OF CURB EXIST. WESTERLY , ro z 108a EDGE OF PAVEMENT 0 1070 U J I1Ooo 0 CA N �, go — llose �J o r — 107e wi+JsT CURB — 1.64 0 ui o o — U) O o %._ . �— . 00 r W U N Ui — w ui N r• aD of c> � ui _ i 1066 05 to D N p In O O ~ p cn (A o `�' t° Cr n- ^ o 1076 — o i o .�.� v VI o N� m U Oo 0 IO N O V) N OIB f064 N F O – O _ V) r n N N 00 O W O ULL Ii n , 00 to O O U to O't � rt 6� o PROPOSED WESTERLY o N 00 o o EXIST. WESTERLY o 1- 1082 M w _ to c� rn r 1072 Q; 1072 r . . . . . . o, C" W o EDGE OF PAVEMENT o rnaioff 0 to o o MEDIAN 0 00 W 1082 _ 1x1r, C0 rn rn co� o — — — — 1070 00 ro� o� o — W 1080 -WEST MEDI N fAU�' Flo �� — N oc �L_ �� 00 W,cn roW Ic6 oo — o + n U0 oo — — — 1088 WUi o o 0 1088 o N w u o o — 1078 i V>f o o p t2 o o O N– O ST MEDIAN • 1066 .O M o — EXIST. WESTER Y 1074pn ^n o A. G + o — . _i MEDIAN 0 10 0 0 ~w v 0 m M L0 1`1 / D_ �W O �O 5 i 072 sane FINi nr �• N W — o o MEDIAN U rn N o o N 4 N t0 — N U o� — — 1070 072 �' a0 a0 U 12 In rn N `° o o - - Z 1080 :EAST MEDIAN 00 N Of . . 1088 . Z N o w o a y 1070 N „ui o o 1078 n o to In U rLLNi ui rn 0 0 - - _ r •„J Vo �� Oo �M oo i ST MEDIAN • 1068 M°° o U — Q o o — EXIST. EASTERLY I� U to� o o — Q — XIST. 'EASTEPLYPAVEMENTN rn O in r — EDGE OF �? In 0 r-N �' 1082 1084 MEDIAN 1072 1074 ^n . . . . PROPOSED EASTERLY . � ,on 00 00 TOP F CURB ^ o ,r a; — ao 00 0'0 Inr 0 00 w ao o U =-4 OIF2 EAST F y r 0 0 J U v r r rn tOo iOo / 64 X �` c U� rn � r co 0 0 U N 1-2 o o .� i of 1058 0 1070 r n m ^ 00 1076 0 . U J M u)� - r n In 00 In . 1068 �� M o'v Z — — o o trti �m Oo �� % m of ~ ! v°fi , 00 — F v r o0 1� o� o 0� aro PROPOSED EASTERLY m o o U o,o n F +o 0 o o — — EDGE OF PAVEMENT "�' U � '' ~ ao�' O °f ST CURB 1064 . — 1074 0 6 o m o 4 o m ro , N . _ — SCALE: M o .6 W o� n r U J N P eq 1062 HORIZONTAL 1"=40' 0 1072 0 0 0 c o N N a N „ t ro o EXIST. EASTERLY VERTICAL 1 =4' — — — � . 4.9a' �oN� � TOP F CURB . . • . . , 20+00 21 +00 22+00 23+00 24+00 25+00 pn 0 + 26+00 27+00 28+00 29+00 30+00 r m O N , SIXTH STREET WcL40OL . r-ul WIcIfF 0010- POW E•r. -1 88.00' 8 Co►�'(ACT G•T•E. 00 � f" = 40 - � I � 44.00' 4.0 + Oa G $ a/<* Oa I or oat N J APN 210-072-011 + + + cl' G + x F "'� r T G w APN 209-262-020 W t ' IA W O' tom' IA W'� LT5 O 6 NEXIST. R.O.W. (TYP) �1 N N Z ♦ ae Z W 8 / DMH 8 r N EXIST. R.O.W. o t 10"W 7 vw g� I TgP6 _ 8 W i/ii , _ �_ _ _ _ _ _ o W — — — ' f I—6"G 26 \ T Sus SIGN EXIST. C do G — — — — TSP6— — — ST.LT: —6"G— — _ HS kP/ V) `` 8 o W la•W l0"W Ip"w o 0 oeh c W o --- — - 0 V) 711,--, ao 0 iO '� 2 ♦�� o ^ REMOVE EXIST. AC +� r r r W b 4 2 SECTION LINE 4 6 'aO0 t 3 � � BERM AND � � L 5 o g J N `r° <.i N RECONSTRUCT IAT 1 r-I r 4 v \.r d d - -- 37' AS SHOWN I L J L J L J O 3 r � r� r 'I~ 21+00 22+00 N O'1 O'24" W 23+00, — — — — 24+00 0 — — — 25+00 r r r r�6+00 io 4 27<+00 L J L LJ 28+00 29+00 + o C4 • / r-i r-I r -I LJ LJ LJ LJ _`� ! — —1 ,-� — — , S — — — — — — — —15•S— — — — — — — — — — = J— —t J— I=J —15"S S —1 r-I — C77- c : , : , , O EXIST. MEDIAN r , 6 8 4 5 �o, S L J L J TF 5 In G 'p0 �� EXIST. MEDIAN N ^� 4 6 L �� t � r) 2 3 �Qy r r-1 6 (0 0 4 2 13 2 0 29 6 6 N o E r EXIST. E.P. ? L J L I n 8 In 3 21 9 12 0 r L J - - - - WV's I 1 n 4 1 29 t M 10 17 2 17 t t r: SOH N (/ CID W - - - —10'W- - - - - - - - - - - - - - - - - - - - - - — — W m ? — — — — — — — — — — — — —� �- — — — — — — — — — - - Z - - A EXIST. C do G - - J REMOVE EXIST. $ rP 7 8 �� 6 I I T f, jO J = G DEFLECTORS — �— — __-. _ �' zo — r r TSPB E F5 VAULT N - - - - - - — — — C - - - — CTE o Lir �L + �, _J- _ — _ 7 T B7 � EXIST. R.O.W. (TYP) � Q o— 3 � r T� r I — 7 — — _ ' CY 7 D APN 210-081-014 aD a 0 APN 210-081-013 m TSPS J L J L PB 2 p 0 19 14 1 1 W tJ J Q rn o 0 3 — -- -- — - - - - - - � HtL L �\ tz= _ 0 w U U U EXIST. R.O.W. +c�� u+iz� II I o o m L)_j w m ( ) �0 — . tG�;'. Nm� NW�I , II II W nO OO - �r 7 UD� + aD r-r, AVE *HAVEN I I L J r ,moo N o; N 25' STORM DRAIN o v APN 209-41 1-023 N o 0 O + + U + + n EASEMENT + r-'r° II r r oo N 00 ao 00 oD 00 CONSTRUCTION NOTES: II I N -- N C-) N N -- N 2O SAWCUT. 14 RECONSTRUCT SIDEWALK PER CITY STD. 304. (AS SHOWN) � II 120' R/W -, SEE SHEET 13 FOR DETAIL � ��p Nora � coasr. Norl✓ 4 �-23-�z 0 CONST. 0.42' A.C. OVER 0.34' CRUSHED AGG. BASE 0.15' A- P- H.M• O✓li� is RELOCATE TRAFFIC SIGNAL. (SEE TRAFFIC SIGNAL PLAN, SHEET 23.) DESCRIPTION OF REVISION DATE CITY O. 27 SASE; GoUizS>✓ A ,c. od�tz o- 3¢ �•A s) APPROVED: Q COLD PLANE TO O9. 1[3� 19W ASND PL•AGE � 15 A,.2• H .�. (NOTA' �pl,v ��NI; � RELOCATE WATER VAULT, WATER METER AND F.H. BY oT�ERs. Q I41ID A"M ov>✓�I.a.Y �4 �IAK> S 1r SoM� p�-ek5 To T� VVIR--D �-A�De, �U_ 1e REMOVE EXIST. CURB AND GUTTER. CITY OF RANCHO C U CA M 0 N GA I" SI+OwfA A-r -rett% c�� s�71orJ FLPTr15 - CURVE DATA 50 ABANDON IN PLACE. SEE SIGNING AND STRIPING PLANS FOR RECONSTRUCTION. RELOCATE STREET LIGHT AND ELECT. VAULT BY OTHejZS• o R L T PLAN AND PROFILE CONSTRUCT SIDEWALK RAMP PER CITY STD. 310. A 9000'00" 35.00' 54.98' 31.51' STREET IMPROVEMENT PLANS © ADJUST TO FINISHED GRADE. B 15.55'29" 92.50' 3o.ss' 15.42' © CONST. JUNCTION STRUCTURE A PER CITY STD. 508 HAVEN AVENUE \ C 1740'49' 136.67 30.25' 15.19' Q CONSTRUCT 4' WIDE STABILIZED SHOULDER. A=90', B=18", C=6', D=96", E=L=27". ' CONSTRUCT CATCH BASIN #1„ PER CITY STD. 502 WITH W=14', V=5.75' AND D 1740.49" 273.33' 60.50' 30.37• ® PROTECT IN PLACE. LOCAL DEPRESSION CASE C PER CITY STD. 518 FROM STA. 20+00 TO STA. 30+00 Q RELOCATE A5 OIMCTED PAY ENGIN t�. CONSTRUCT 18" DIA. R.C.P. APPROVED BY p,i(TTEG 10 CONSTRUCT 8" THICK PCC BUSBAY. © LIMIT OF COLD PLANE AND OVERLAY. CITY ENGINEER R.C.E. No.24953 t t CONSTRUCT 8" CURB PER CITY STD. 301 © JOIN EXISTING _... -_ ._ DESIGN PREPARED UNDER THE DIRECT SUPERVISION OF RECOMMENDED HN GERALD J. LINDQUIST Cp-3-41L ® REMOVE EXIST. CONCRETE SLAB OR SIDEWALK. 9035 Haven Avenue, Suite 105 - - --- 12 CONSTRUCT 8" CURB AND 24" GUTTER PER CITY STD. 303. ® Rancho Cucamonga, California 91730 DRAWN SHEET 9 REMOVE EXISTING TREE. 13 REMOVE EXIST. CATCH BASIN & PLUG EXIST. PIPE pry DItZEGTI:D �o RELOCATE & RECONNECT EXIST. IRRIGATION SYSTEM AND RELANDSCAPE AS (714) 944-5400 HN/JL 4 of 38 pY I;0ftK DIRECTED BY ENGINEER. CONSULTANTS • INC CIVIL ENGINEERING • SURVEYING CHECKED DRAWING No. EXP. 6-30-1993 R.C.E. No. 1e752 //// DATE lk FILE NO. '7 Q F. 5036-3 I HL0 0 4 H J 6 LA « ; U J c°o 0 1088 0 0 to EXIST. WESTERLY o 00 00 TOP OF CURB " N 00co o 0 6 v � ' 0 i 886— qt . . . . . . . . N $ O 1084 EXIST. WESTERLY o M 1094 F y r 00 TOP OF CURB v ,; rn rn o 0 O U t0 00 00 U J N O O O O r U_ IO T A « 1082 �, " � --' o N o 1092 WEST URB n 00 0 o1 r coo ' LA_ 0) 0) 00 00 - r r N co 00 00 O OZ SLA r p 00 00 00 �' i1� ^ p O Z Of N f� r tD-10 Z U n 00 w 00 00 00 a r 1078 . . . . . . , . . . . . . EXIST. WESTERLY . . . . . . . . . K ,o 00 1088 0008 1088 0 « « LT MEDIAN , . U `~°co � 00 W 0+ o to _ i . • . . . . . . ,•t , . . . . . . . . Ir U E . . . . . . . . 00° 1086 1086 0 . . 1098 ' a Uva � � rnn i « W 04 n a°' EXIST. WESTERLY " 0 M N o _ MEDIAN n rn W Oo F goo rnrn W N c0 ao 00 O O 0f N nj O O . . . _ O o F o� o N 1094 WEST EDIAN {n U• 00 00 ^^ U OD00 00 ro to 00 W C9 00 O ^ ^ N00 �O O j 1082 W 0,o, �� y . � � aro aro K 0,n Sirn + 1092 00 _ « { oo � o * 00 F� N� Cli oioo 00 0� O EXISTWEST MEDIAN i0so . EASTERLY M co 00 �'� '�'°' 0 0 — MEDIAN �� '°� ;5 ;6 — 0000 00 — 0 1 t + �;° oo - - — aor O N t0 00 co 0 U 1- 1086 -1-088 t 1078 M 0 0 EXIST. EASTERLY. U o 01 010 1098 In rn ao ao 0 w F MEDIAN a Z U N N _ UNU N _ .V I O _ O O , N r N 0 ao 1086 d d o N , o — — J 1094 EAST EDIAN U U r7 r 0o U co u?o a,rn n o o n o - 0 W ao � �n o0 wrn 0000 U 1082 Z o, U cn . . 00 00 00 H 1092 v v a~°o °' on Go � ar+ rn ao I i EAST MEDIAN 1080 _ Oo ao U EXIST. EA TEi2Llf N 1088 00 ,: 1090 0 0 _ _ H . 00 � . . i « Q EDGE OF P VEMENT � 0 � � _�� . 07A 000 EXIST. EASTERLY m �. in o PRO OSED .EASTERLY F n 00 O rn n Go N O — �` EDGE OF PAVEMENT °r' N N 00 o Co "?Ly N 0 `�' d 1084 t U ^o o 0 1094 EAST URB ,n �O n w t 0 0 Oo g 1 « r 1082 t N r N o (�" F LL Ci o 1092 in 00 N O li t0 N r o 0 w N r N o rn � n 6o6 0 0000 o 0 0 — EAST CURB 1080 v w`` 00 0 ,�. �' ^ go a0 ao _ . . . « 1== o o16 co 0� SCALE: li N � — "' 4 o o OD PR POSED E�4STtRLY w ,o ,o 0 1078 ,n �c Co N EDCE OF PAVEMENT . . . . ,. w 0 " 1088 0 o. + � + 0 o n HORIZONTAL 1 =40 00 0 U + ( ro „� o -00 VERTICAL 1"=4' 1� 4� 08 ,6 — S 30+00� 31+00 32+00 33+00 34+00 35+00 36+00 37+00 0 38+00 39+00 40+00 n 1" = 40' o: U 0] O APN 209-262-019 APN 209-262-018 APN 209-262-017 0 �p F- — — — — — — — — — EXIST. R.O.W. ( ) 01 — — — — — — — — — — — — n W LLLI /-EXIST. C do G /-EXIST. C do G TSPBB W LT. —6"G— TfIT. — -6"G- - - - - - - - - - - - - - — - - — — — — _ _ BUS SIGN = — — — — — — — — 6"G— —r- — — — ST.LT.— — —6^G— j— — Lai SECTION LINE W cnn V1 6 0 0 0 � 0 4 4 6 0 0 O � 4 O _ — — — — — — — — — — — — — --b 35+00 3 6+0 0 37+00 _ _ — _ _ _ 39+00 l �,� _ _ _ + o ♦ . 1 31+00 EXIST. MEDIAN 32+00 — — — 33+00 34+00 — — o O — — — N 0.10 24'�W— — — — — — — — — — — — — — — — — — — 38+00 — _ — — — — --a —r — — — O o O O - I � � — + — — I — I — -r: o � — — I — I — — + � 1 n J LJ L M — EXIST. MEDIAN r� — — — 15"S- L, — —15"S- — a — — — — -I r O O O 5 LJ L ~ 0 '`� � 6 v g 4 7, L-1 5 4 0 -1 r V1 o N 2 00 21 6 0h g -LR 4 il d w 7 6 ��S g r L o r; 12 2 18 n 1 ,0 3 ,.� �0 7 3 1 3 2 J r EXIST. C 8t G 6 r-i r ri W - + -- LLI —10"w— — — —1 w — T _ B a- 0 J 1. T. SVT. ' '.�;•'"�' •'�'" - - J -_ - --' - - - - - - — — — — — — — — — — — - - --- - - -- — -- -- -- — -- -- --°� — — -- -- -- -- -- SLLT - — — TSPB —S 8— -5T.1 - — — . � — 7. � '. T •• �.�. .. "w+`-�'T-" .- . . . . �.�, . .T. T •T�• . . T.��. T T T T T 4P T _ —+ EXIST. E.P. w WM SIGN TSPB = U = — G — © — — G — G — — G — — — — G— — — G — — G — — — — G — — — G — — G — — — G — _ — G — — �G _ — — G — _ — G — — — — G — _ — — G — — 81 a — ~ 7 14 2 17 19 w w 8 6 EXIST. R.O.W. (TYP) �J U �� ._ -. _ _ - — - -- Is 5 - - - - - - - - -- a —�-- Z U O t C7 o <� APN 209-411-014 M oI-ii APN 209-411-001 m APN 209-41 1-024 ,'n '6 v Z 0 c_c w 0 + Cr + C5 V) n m M W07� t0 + Z OD r p + n o+ SEE SHEET 13 FOR DETAILHAVENn 1 APV)eV NoT� c, GO hlGiT. 90TE; DESCRIPTION OF REVISION DATE CITY CONSTRUCTION NOTES: APPROVED: 20 SAWCUT. 14 RECONSTRUCT SIDEWALK PER CITY STD. 304. CITY OF RANCHO C U C A M O N G A CONST. 0.42' A.C. OVER 0.34' CRUSHED AGG. BASE ( 0.15' A. I`,H, M• o✓� 1Q RELOCATE WATER VAULT AND F.H. BY OTHSF-4— St PLAN AND PROFILE o, 27' PA-51S coul�.sE Arc. dve� ��4' � o.$� :M1, O � ' �tig STREET IMPROVEMENT PLANS 18 REMOVE EXIST. CURB AND GUTTER. 0 Q COLD PLANE TO O 15 �P aND Pt.AG� 15 a.� F11 ( tibTe' cac,a 1'(�,.�(E A JP AIzNM oVef-t AY P6?T VArp�S IBJ 1,0M e; p�.eA-S To THs- DE,S)� r'�pE 19 RECONSTRUCT DRIVE APPROACH PER CITY STD. 306. Q� HAVEN AVENUE t,LF--Y- fps S ffZIN/ 4 AT TH`E �',,S --i�T I o rl Ft.A•IJ S . Ca 0 ABANDON IN PLACE. SEE SIGNING AND STRIPING 21 RELOCATE STREET LIGHT & ELEC. VAULT BY pT}}E1�s - um ism PLANS FOR RECONSTRUCTION. " '� FROM STA. 30+00 TO STA. 40+00 2s LIMIT OF COLD PLANE AND OVERLAY '��, © ADJUST TO FINISHED GRADE. `r,g1� t% � ; APPROVED BY DATE 6 -fes Q JOIN EXISTING �nr CITY ENGINEER R.C.E. No.2�9S3 Q CONSTRUCT 4' WIDE STABILIZED SHOULDER. - — ® REMOVE EXIST. CONCRETE SLAB OR SIDEWALK. DESIGN PREPARED UNDER THE DIRECT SUPERVISION OF RECOMMENDED Q PROTECT IN PLACE. HN GERALD J. LINDQUIST 3o RELOCATED AND RECONNECT EXIST. IRRIGATION 9035 Haven Avenue, Suite 105 0 RELOCATE AS PIMC-TF-P 5Y 1N EQUIPMENT AND RELANDSCAPE AS DIRECTED BY Rancho Cucamonga, California 91730 DRAWN SHEET i2 CONSTRUCT 8" CURB AND 24" GUTTER PER CITY STD. 303. THE ENGINEER . (714) 944-5400 HN/JL r , ' 5 38 v p� OF CONSULTANTS • INC CIVIL ENGINEERING SURVEYING CHECKED DRAWING No. EXP. 6-30-1993 R.C.E. No. 18752 AT FILE N0. DATE F. 5036-4 Cr w > �r t FU-•. tD a tNi r • r J o°' 11040 0 p PROPOSED WESTERLY N 1114 N n EDGE OF PAVEMENT , EXIST. WESTERLY " • f02� o i 1 i 2 WEST CURB TOP OF CL RB 0 Q, `'I a cn � 7 x -+ ► > K OCj > .�, r-z� EXIST. WESTERLY . . . CP /. �� } « . . . . . . . . . . . � ""� o . ZL+1LLJ EDGE OF PAVEMENT ,� o ' ao wmm 1110 L) CD 00 C14 CY i U J IF% IDU) . Z NN p 4 ..a MLD . OO Nr Ot: U_UO}N 00 �d M I lNi a0CL_ N tie i996 0 co o ri N o 2PO Ki f r r-ro ^ao N } - + WEST CURB . .1094 . . . . . . . v aro 0 0 to o 1114 WEST MEDIAN . . . i C14 L194' C14 CIA 1104 O ov oo n cq O M v' ''?o ao }n O t LL + 1092 . . . . �� 0 0 o of .1102 M • �� o ,� O 1112 • , in = 0 0 c6 c6rn 0 - , 00 r- Oo t t'� U� F • r , 00 COL r tM r6 '• ~N . " 4 W • o ._. EXIST. •WEST RLI r' 1106 o U F�' `Oo`oo i �' 11'18 • , N MEDIAN K , . Mo o v M o o EDIAN ,n rn J • W O CO --_XI 'ST. WESTERLY F "��? Z r 0 0 U vao dr7 / U NN C rnN OO / _ 1114 EAST MOIAN Cn 00 . WE MEDIAN 1094 . o _ 1102 1104 . 1 i!2 o . } CMA to o �. N �. Go 1092 U a°'o N .�.06 Go . 1102 rn p o , s -i . , . • • .� , . ♦ U p . 000 OO ,��-�, , . . . . , ^ , OO • . • , . a < e • • , • • > t > { i } } Ori U w to Z � p EXIST. EASTERL . . . . . . o, o 00 ', EXIST. •EASTERLY r • } } i • J ,�; o MEDIAN . . . . . . o o i . MEDIAN . . . . . r00 • i , p U 1098 . _ J o r� 1104 1108 I /N LO . . . . . . . . . Go N . . N . - 1144 . < ♦ r i e U co 000 00 / 13 1 Ift K,j_1 1 1094O O O) N / to O) •� M--Li 00 « 1092 . • U. o 1100 F J .�. , 11.1000 r- 00 . • • } , 00 i N O Of U(6 L6 � to Ln • • s . , 00- } =1098 O0 0 0 EXIST. EASTERLY 1108 M4 v . . TOP OF CURB �� EXIST. EASTERLY a _ SCALE: . TOP OF CURB • -► EAST CURB .1094 , HORIZONTAL 1"=40' 1104 VERTICAL 1.,_4, fegeI 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 r, LJ r, r I �w o c» 1 L-1 L 3 }n Q� rs_�`15 10 b II + APN 209-251-014 --� co -N u► I APN 209-242-005 )MP+ r, r j ` fEXlsr. R.o.w�(TYP) � m V 1EXIST. RO.W. (lYP) I L J I L J a T TSPS �. .�.� O ^P 9 O LAJ Wrk z _ I \ TSPS EXIST. C & G ° MWD MH \ 7 t i° EXIST. E.P. i ,°j BUS SIGN W T —1 0 �II - TSPS —\,TSPB— —10•W— - -ST.LT.— —- _7 — g -- —� -T -_ -- _ �_== __ = = — _--- -- = - = --_ _- -_�_ - _ __.=- _- --__ -_ -�= — -- - - - - — - - _ i r- i 7 _ o W 8 r 8 SECTION LINE 6 ! Lai b o W L LJ r.� - . W V1 r }° 26 I . . 31 L J L 5 p L J r 5 31 ��O 0 4 3 h d 4 N 4 r, L Q L J L J MWD MH - .1 0 O */1 r r, L EXIST. MEDIAN O bo + 41 LOQ r 42+00 43+00 — — 44III +00— — — — — — — 45+W0— — — — — — — 46+00 — — — 47+00_ N 0"10'24" W +� _— — — — — 49+00 0 0 + o O I r, �J— L, — — — � — — — — — J — — I — — — I I � — O — S — —t _ O EXIST. MEDIAN 6 6 0 Q 3 p p � 0 � o (n 6 b 4 ao 4 4 4 o c N o 2 nvs r W — — 10,W- - - - - - - - - - - = �1dw— - - - - - - - - - - - — — —�o"w— - - — —1o"w— - -- - - - - - 10'w W ao — — — — — — — — — — — — Z — — _ _ — _ _ — _ _ _ _ _ _ _ — — — _ _ — _ J Sr,LT, ST.LT.SLPB Dao SL� •LT. \ % SLPB pg\ 126 8 EXIST. C & G �\ ( /� ST. BUS SIGN EXIST. C do G ST.LT. SLPB .J = C� 3 - � - - - - - - — — G - - - - - - — —; — — - - - - 6 — - - - - - - - - - - - - - - - - - _ V TSP b S , / B — VI xp- 0 APN 209-401-013 EXIST. R.O.W. (TYP) 0 1 I / APN 209-401-001 EXIST. R.O.W. (TYP) -� o M LJ_J I + R Il .l `ail aw Itm III ,�,II dW 30.00' 30.00' 30.00' 30.00' 6000' AVE ,HAVEN 60.00' SEVENT � STREETSTREET Q /ADDED NOTES � 6,0WT ►Jarmo --*4 ACACIA N DESCRIPTION OF REVISION DATE CITY APPROVED: I CONSTRUCTION NOTES: ��,� CITY OF RANCHO C U C A M O N G A 0 SAWCUT. �G z PLAN AND PROFILE w CC 0 CONST. 0.42' A.C. OVER 0.34' CRUSHED AGG. BASE ( 0, 15' Aa IZ. F-4, M. oVEF_ LU NO. 18M C" '� STREET IMPROVEMENT PLANS 0, 21' BPt� GdIJi'Z51i A.c. oV��. o•*¢'6.q.p.� ,�, 0 COLD PLANE TO o. 15' P66F MP PtV,6 o l5 A.IZ•4. M• (140r6. eow FLAJ✓ 44P AI�0 '�s �•�,� HAVEN AVENUE Q AT�AY��v�N riAras . -TO rtl nesl�c �Ps•�E of CA1.Ai' FROM STA. 40+00 TO STA. 50+00 0 ABANDON IN PLACE. SEE SIGNING AND STRIPING PLANS FOR RECONSTRUCTION. © ADJUST TO FINISHED GRADE. APPROVED BY DATE 6 CITY ENGINEER .i R.C.E. No.V9-43 0 CONSTRUCT 4' WIDE STABILIZED SHOULDER. DESIGN RECOMMENDED PREPARED UNDER THE DIRECT SUPERVISION OF HN GERALD J. 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Z O 2 Z 1 134.09FL) / I �, , jo comq III J 1 m l N N O Z V 10-u 40.00' I Q, I 1 oN 1 py rri (A 47.00 I g 47.00' 63+95.00 O� 1 1 D 1 Z 63+95 JOIN EXIST. 1135.64TC) (113 .50TC) N (1136.72TC) 1134.40 (1134.56FS) Z V' I 50 00' I I I I 1 135.06FL) (1 13( .00FS) � (1 136.14FS) � O 64+12.40 E.C. rr I O 64+12.4-0 EG. r � . m I 1135.48 FS L' �� Q ( C/� 1136.15 TC. 11136.15 TC I 1 S I co �e N n o !m D I I _ o I I I rD., Z (1136.62TC) �O X (1 137.57TC) (1137.71 C) (1135.54FS) m I o I 1 136.02FL) -0 - 1137.00F5) (1137.1 FS) �- A Z i r o III 1 ' °° I II 0 D w .� w w w 64+82.40 B.C. 50.00' I I '� 64+82.40 BC Oi + a 11 137.54 TC ) pq6l z1137.54 TC �9^t �t aR 1136.87 FS CD O rn i 01 (}137.62TC) (1138.63TC) (1 38.77TC) (1136.25FS) '' cT (1137.01 FL) (1 138.05FS) (1FS) a I oI I 1 _ , O (1137.62TC) (1138.63TC) (1136.25FS) C I .i rn III I O 1 (1137.01 FL) 1 (1138.05F'S) I \ N I.. r r 1 I r �+ r r r W .OWi N T I 1 }I \ Z 1 Q rr 1 r W w 1 w o► �' rTl 1 " 1 m Oo I I o O O ,cia C4 p W w W 1 X o � b I II V I (1138.64TC) (1139.60TC) (1139.75TC) (1137.8 FS) o o I o r D r I I I I o ��/ (1 138.03FL) (1 139.03FS) (1 139.16FS) tr N tr I -10"W- -10"W �B1Q:W-t0 I 1. 65+72.40 E.C. 40.00 6 72.40 EC. 1 I , _ _ 1 (1 139.06TC) I I �� 1139.06 W I 1138.45FL) o 1138.45 FL wo ill I IIS 8 I m O (1139.58TC) (1140.55TC) (1140.58TC) (11 8.78FS) I , r _ C (1 138.97FL) 1 140.00FS) 1 139.96FS) III I O 1 I 1. 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I, rn (00 Z n < j III II I I (1143.8 TC) (1144.77TC) (1144.76TC) 1142.77 (1142.97Fs m m as C N * I I1 I O (1143.2 FL) 1144.17FS) (1144.16FS) �� X z 3 D y�S 4� �`' m I I I I 1 1 r< , Iri o � r :3 (D �� NI II I I I I I < � 0 ,• I ob' I � I ° Z I I I o c �, ro I I ��+ �1 m + (114 .55TC) r'1 (1145.52 C) (1145.53TC) 1143.48 (1143.69F5) C0 y/ Q I I 0 m O 00 (114-5.9 5FL) 1144.93 ) (1 144.92FS) to ( 140 0 o 0 * H��• i II I I Im-a1 II I I � W I. I. 1 L4 III ! I I I 1 I 0 V1 LA °� III iI I I I I (1145.23TC) (1 1466TC) (1146.23TC) 1144.20 (1144.44Fs) LA I I O (1144.64FL) 1145 66FS) 1145.63FS) 0 v o 40.06 35.70' _ r*1 m D N � N i rn i -0 47.00' 42.70' I I m. Z 0 70 C7 I II 40.00 I I I I I. _ _ ( 146.98TC) (1 146.99 ) 1144.91 -i (h I � I (1145.93TC) I I 1 � Q O (1145.12FS) Z m m .� + (1145.30FL) 146.33FS) (1146.33 ) o MATCH LINE STA. 70+00 SEE SHEET 9 o MATCH LINE STA. 70+00 SEE SHEET 9 �A o (A . . . . . m �, Dj ►^ Q ro mo y C4 -+ (� 67.00' 67.00' r r r r �"' �"' ,.. ," i ►� ] -0 N Z b II 0. O O � an o z < r..� D D o L 134.00' -I o m z J0 m o Z Z u + Z �� < O z = �" # IA O D O Z ^ a T" y `. rn z�' O M vi , : Z y o t a m ,,d . . . . . Nrri D . . . . . . a LA ;a ;o 0 E K: > v \ ' CA � 0 A m O O m �., Q Z '^ ,p z o fi'z z ^ N (� r D n < L3 o _ I : J a a 1= 134.00' a m a - m . . a . 0 0 67.00' 67.00' . MATCH LINE STA. 70+00 SEE SHEET 8 0 MATCH LINE STA: 70+00 SEE SHEET 8 + 47. 43.00' O (1 145.93TC) (1 146.98TC) (1 146.99TC 1 144.81 (1145.1 FS) 1145.30Ftw - ) ' I (1146.33F5)' 'I 1146.33F5)` I f 40.0 36.00' I I I I wI 40.00 �l 1 I l cn�14 04 I 1 146.60TC) 1147.61TC 1 147.65TC 1145.63 1 145.7 FS ' 1145.98FL 1146.95FS) 1146.98FS) GB rn X I II I � 1 �.o C) l I I (1147.2 1 TC --4 X I1 ;I (1146.58FL 0- I . . N I1 T�I I + O. (1148.26TC) 1148.25TC) 1146.29 (114(.43F5) 1 1147;64F5 (1147.64F5) - 4 IN C � oA i II I I m I m I . I . 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(1159.56FL) 1160.85FS) (1160.85FS) o rq Z Z -z- tr! MATCH LINE STA: 0+50 SEE SHE T 10 MITCH LINE 5TA. 80+50 ' SEE SHEET 10 NA 0 O ` M M M ern D T 67.00' 67.00' 0- Q M ►:. ►:. �:+ ►.. ►- ►.. Z -L - ►. ... r.. H O 0 v' P- cr o, c, w as © W $ � D o o I ao a tv o w 1• F,o Z I 134.00' J , � T r z `n O 1 ' 1 oz z � Z a o . . . . . . . . . . . . . . . . . . C = N D y _ . v a v co + ,.p rn rn o n � ul O w _ �z, m �' V O z ^' z , . . o o � 0 1172 ' . . . , • �. 1180 I , Dojo 1170 EXIST. WES'TER' LY' Q EXIST. WESTERLY o 7 — + EDGE OF, PAVEMENT n - _ EDGE OF PAVEMENT $ " • r n N o r 1178 HEST SDE IL ori r` n v U_ © I` . . . . . . . . , . . . . . . . . , w r $1 1176 co o /t n _ _ — s 1176 pi in CN to rk C4 CD ILL IL Ui ! _ 20- d n v to PO 7 1.5 �I N I� o `o u vi N r r r l ori r C14 co OI N E:. _ 40 PROPOSED •WE TERLY 1172 1. �'� � i ii82 . WEST SIDE 1162 o r rn Nto Ej D6;0 n EDGE OF PAVEMENT N � ^ EXIST. WESTERLY o q n _ tO EXIST. W STERLY vin Co � PROPOSED WE TERLY MEDIAN v N N ^ r 1180 HEST MEDIAN . . . . . . . . MEDIAN 0) �o 1170 ,� 1160 •r r` n Oo f- * i o n n — EDGE OF PAVEMENT v ,n Cq r � W Q 0 2' NLLI to 4D r _ Vf to to . 1176 �I N o N l0 1° 1178 u U vi ,� EXIST. EASTERLY v cn 2'i �i , o oo O r- o to 0 . ._.= .� . MEDIAN o.� o v ,ria — + j : • d d .. . . n n 1174 * ^ 1176 `,,° '� '� O r O _ Oq in qt00 (D `O PT 0 V) .90 c0 cp p . i U I <n N W ID * , EXIST. EASTERLY U N Oo Oo ~ W �'v^, Oo N MEDIAN N 1 • WEST MEDIAN 1162 . . . , . N . o , 1172 1p 1180 EAST M DIAN 1 ov 40 ;0 . . G ^ � 2' r Z Oq • 1160 � n � � �.�. �-. v � r � � � r . _ 1178 F � � � i. . ioo UN vin o j - co p U_ 14 n M o0o M r u) �r 1 . � � 4 ri �.�. . . . . v J 0 1174 � n -1176 f/1 N % EXIST. EASTERLY P U_ o ? _ — `° "' ,. �. TOP OF CURB • U^ r -t172 1174- 1164 to �, o — — EXIST. EASTERLY J ♦ W o N � o Z _ _ TOP OF CURB J + - � v ^ N W � � � v H li 00 r cD O, . U PROPOSED EASTERLY Ln oi r 1178 EAST SDE 1 11-60 - TOP OF CURB v J o ,2'i 0 � 2' r in 4 n � � ori 1176 i! O�1 ' N (V MN kn aq . . . . . 1164 ,,� . . .o, � 1174 � U SCALE: ` - . EAST' SIDE 1162 aUj C4 eq to m • + di _g . . . . . . . . . . . . . . . . , . HORIZONTAL 1"=40' 1172 o . 00 :. , . . . . . . . . VERTICAL 1"=4' 80+00 81+00 82+00 83+00 84+00 85+00 86+00 87+00 88+00 89+00 90+00 1" = 40' J 0E EXIST. ROW _j APN 208-341-015 o J EXIST. ROW + o W Goo Uj + co _ PP P W P�� ) 7 0 O O O V) EXIST. E.P. 4 SIGN 9 9 O GTE MH o177 EXIST. E.P. 7 = W V) 1 - / 1 W L W 0 0 N 3 0 5 3 5 0 . . W o 0 r J O O 0 3 .o 2 2 (c g o r w 2 o O O SECTION LINE o to 4 g n o LJr1 g 4 n IA 4 5 2'i ►� O EXIST. MEDIAN + r — — — — — _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ O 5 83+00� — o O L J 82+00 J 84tOO BS+OO B6tOO 87+00 7W+M— 89tOO O + O 0 GoC:, + I _ + — N 070'24" W I— — I — — - o - O — — — — ,� LJ 81 00 �� G - - - - - - - - 6 - EXIST. MEDIAN 6 L Q O - 12"S— — — 18 — — — o — 2S cam' O 6 h 2 1 ti 6 6 0 3 � �,. sD 6 r W 2q p• 18 11 �,�� 29 �6R , i — — W to Z -. _ . — � - - — --10"W- - - 1 - - - - - — 10 d — 10" 10" Z ..J � -, T , �� - � - - - - - — sT.LT. - - - - - J 1. ST.LT. ST.LT. L . _ L 11. 1 � 1 L -_ O PP D / TS EXIST. C do GJL = V & B _— Q G - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - � - 6 — — - - - U 2 v N 2 30 1 c�N 2 C f- EXIST. ROW z EXIST. ROW �� o � g o ,.�,o o D N w 4- Q APN 208-622-027 APN 208-622-035 APN 208-622-036 N r 0 N M r 10 �{ aj - O n Pi N + Z ( J� t cD t0 + co co p yJ OD I� 07 A PART CO 00 APN 208-622-028 AVE *HAVEN o � 4 SEE SHEET 15 FOR DETAIL O FAV MINT 6KAP APJIJ TM�1T,>WM S 60+50 TTO61�� CURVE DATA CITY DESCRIPTION OF REVISION DATE APPROVED: R L T CITY OF RANCHO CUCAMONGA B 18'55'29• 92.50' 30.55' 15.42' CONSTRUCTION NOTES: N C 12'40'49' 136.67' 30.25' 15.19' Q�c� �pHN D 12'40'49" 273.33' 60.50' 30.37' 20 SAWCUT. 11 CONSTRUCT 8" CURB PER CITY STD. 301 �`' PLAN AND PROFILE CONST. 0.42' A.C. OVER 0.34' CRUSHED AGG. BASF ( 0.15' A. . N. M OVEiZ 14 RECONSTRUCT SIDEWALK PER CITY STD. 304. (AS SHOWN) ` a; G �, 4. 27' BASE GO111z5e A.G. oV� o• 3¢' �•Q.1>. Q RELOCATE WATER VAULT, WATER METER AND F.H. BY oTHsgc, • N0. 18752 STREET IMPROVEMENT PLANS E'. ___. � HAVEN AVENUE 0 Q COLD PLANE TO D• 15' D�1✓P flN� PL,AGE O. 15" A. �, N. M. (IJOTI : GO(,D I'LkNi; 18 REMOVE EXISTING CURB & GUTTER. �� CilY11. I mr, Ar •I+.M OVML4Y D�PfN VAeIby I� 50011A�.A� TO 'fh''E D`moi• IF-aP 6�A.D6 6L�VAT10f4 C10- AIS, "HOWN AT T445; c f�s�TloN PtANS-) elf of C;,,L��° FROM STA. 80+50 TO STA. 90+00 O5 ABANDON IN PLACE. SEE SIGNING AND STRIPING PLANS FOR RECONSTRUCTION. RELOCATE STREET LIGHT, AND ELEC. VAULT BY OTHEkS. © JOIN EXISTING. APPROVED BY DATES >6-Q� Q ADJUST TO FINISHED GRADE. 8 REMOVE EXIST. CONCRETE SLAB OR SIDEWALK. CITY ENGINEER ---� v v R.C.E. No.24 53 CONSTRUCT 4' WIDE STABILIZED SHOULDER. DESIGN PREPARED UNDER THE DIRECT SUPERVISION OF RECOMMENDED QQ REMOVE EXISTING TREE. HN GERALD J. LINDQUIST 1o,3 - TZ ® PROTECT IN PLACE. 3o RELOCATE & RECONNECT EXISTING IRRIGATION SYSTEM AND RELANDSCAPE 9035 Haven Avenue, Suite 105 --- - 0 Rancho Cucamonga, California 91730 DRAWN SHEET AS DIRECTED BY ENGINEER 714 944-5400 Q RELOCATE �, DIp�T1;D Pte( EFIGINE� � ( ) HN/JL � lO OF 3$ 10 CONSTRUCT 8 THICK PCC BUSBAY. CHECKED DRAWING N0. CONSULTANTS • INC CIVIL ENGINEERING SURVEYING P. 6-30-1 3 18752 � 99 R.C.E. No. l0 3 0 DATE FILE N0. /11/6 y F. 5036-9 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . it . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . 1190 , . . . . , . . . . . . . EXIST. WESTERLY . . . . . . . . , . . . . . . . . EDGE OF PAVEMENT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . LL IL ,a . . . . . . . . . . . . . . . 188 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ,Ui . . . . 11.98 . . . ,; . . . . EXIST WESrEALY N 00 22 . . . . . . , �► O1 . . . TOP OF CURB �, ib 2' . . . . . . . . 1- . . . . . 1186 . . . . . . . . EXIST. WESTERLY . 11.98 • •HEST SIDE . . . . . . . . a m o .EDGE OF PAVEMEN M v^ i.,�. i + EXIST. WESTERLY -- N °' U 1.�o X " o � N N C*i � 1194 < EDGE OF PA EMENT . . . . . . 00 -0o °� _ 0 0 Cb 00 10 In Ln 11132 V, o PROPOSED WESTERLY M 00 22 % ' n Q. N EDGE OF PAVEMENT ao a0 2. r --a ST• SIDE • • 1180 , o nCO o . . . vin n W 1190 "" n_ 1190 rn °° n M .� 1200 . . . . . . . . . cn IL +00 EXIST. W- TERLY U o o w 00 r co PROPO ED WESTERLY ^^ r 'o , ^ n oo n v. / EDGE F PAVEMENT rn a� N q3% - MEDIAN U ( m �- ' i t - 1178 . , _ - u I.Z �, M �c ,�; 188 :• 1 ,o . = -lige . - WEST MEDIAN . . . + °f . o� EXIST. WEST RLY "' o . . . . . . . eo N ^ m 00 00 .� MEDIAN ULL viv v� � " W 06 O m ao Go / r W i . . . . . . . � 00 00 1186 1188 � � o °' °' /. .1196 . . . . . , CA EXIST. 1NES ERLY W MEDIAN °' N o, aj W �c `O 1n U cn q "? % V1 = K Ln N o v �o _ U '0 OD a0 F W N V' ^ to o H V) U N fD O H lei U VI F WCN CD O v... U (/1 F- li 00 L) F tL a0 O1 01 �... W O W!8e 6 �? CO '" — — IST. WESTERLY ao r o of "! D + ♦ 6 c6 � n �. U v, p N 00 00 ao'o 0000 M 00 `� n 'o f!1 n n EDIAN EXIST. ASTE LY "' °1 °i O i ST MEDIAN • 1180 v , a lm to 1188 i l MEDIA � =-�- O 1198 . . . EAST MEDIAN . Ln It j 1178 p fl)EXIST. EASTERLY o , t °; `` M CD . . . . . . MEDIAN < �; 1188 1188 °' - ~ . �N � � _ C CTR .^�R . T 0 aHILL. f... . IMPROV I�IENTS ) . . . . . . . . . . . N NN Cqt0 NfOV . — A _ P RT , ( REF R TO CIVI . . I 0) N W • , 1 , - ID N - a0 00 . , .-• Obi in O Z < , N ,D 1 p o °° EX15T. EASTERLY U N pn 00 G0 EXIST. EA TERLY N in v N 00 6 "' 1 � ooi ..�. v TO OF CURB .. o . ,n - � `` m � _ } 1182 tai In N 00 n TOP OF RB F _j 1190 00 00 o v 1192 _ v V Z 0 Q; of oo co 00 r w 1rto ~ n v COa0 — EXIST. EASTERL tO .•... co N co 0oU W OD 00 _ w qui v I ID H �^ U _j co � � _ /LFLL LivEXIST.. EASTERLY o: v � � .i � v � w ci 11 8 1188 Loi rn °' �. 1196 EAST SIDE ,1178 U Go aon rnN co r UJ „� TOP OF CURB w °,,° U� o, po ri �,. M N c0 a0UO00 (� N H IJi1n NN v U - r ^ 01 OL1 © F- + FJ o0 pn . . . , , 1 194 U J M N 00 V N N 01 L) N U J tD pp aOp OD O + 00 ^ OO, i ♦ . . . i 182 ^ - ao O 0; , . . . < , . N 00 , • . , 1192 ^ 1U- lJi + M . . . . , . . , : . , . < : 1 • < . , ^ U J 09 DD D O 0U_ oM � a� SCALE: U � K � M M Z � (o r. .�. N 1n rn M 00 a0co r- � � on a6 c6 0-000 a � E ST• SIDE • 11.80 n n �- HORIZONTAL 1”=40' 0000 ano 1190 a0 z _ . . . . . . . . . — — . . . . . . . . . . . . . . . . . . . . . . . . . . . . . VERTICAL 1"=4' 112 :, _ 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 0 APN 208-341-015 fl! 0 co(r o 0 a w 0 1" = 40, 0 0C o0- $ oCOL � �� o o 0 0 0 to U + a o + 0 'n EXIST. ROW 0 a N O n W A n J 4\ Nw �(' raw rnmp� N = "� p ibJ Ow o c� So o+ o ��,� 9 I + z �`� + z + rn W a+ EXIST. ROW + APN 208-331-001 + 0 + -' a H rnzd 1'1 rnzd10 rn < ,��' rna rn 'a q\ T B + I - - "a; I m�f rn rn 07d W W W W P o o I \ g TgPe 7 9 ? EXIST. E.P. 7 2 7 TS 2 TB a EXIST. E.P. SIG o W o ti ,' / W o (n o - 9 ° 9 -- - -- N o 'o0 o oo r O 3 2 4 o 0 2 SE ION NE 3 f L 0 O C 5 tO � O o O+ — — — — — �1 = — — — 92+ , 93+ 9 4+ — 00' — X96 0 0 0• D—" — + 0 0 0) J I — I V M IS . M 1 — — Q — — G 4 — — — — 6" — — V1 4 2" LJ � J w o X0 ' 0, 6 20 6 6 O W 6 L J , WV o 3 10 8 1 WV 4 W Z 1 w O" - - -1 w — - w — — - -1 - - — - - 10 — - -1 w — Z — wv _._. . — -- — — — — — — — J — — — _ n / ....... ....... ..... TgPB ST.LT. TSPS G � EXIST. C da G e `3o L J L L, C 1 1 I`v- i v I-n 6 29 v 1 1 14 S v C 2 w L�1 I !Q /' W Z W m ~ S EXIST. RO TgPB L J L J L J u U 30 EXIST. SIDEWALK 000 N EXIST. ROW APN 208-622-036 I ow N w U I ao o- o n N to ,n I APN 208-352-005 m I N N 00— N C,C! Z Ili III n z T 01 d + o APN 208-352-004 + C�\ __ __ rn �Uj 44.00' 44.00' I n m U co co rn 00 00 rn CA 88.00' SEE SHT 6 FOR DETAIL�T HAVEN A ( 01 PAVEO%T G�a�� A�J�sT rlrS IoM srA• b�s6 Ta q2+M QZ3 �Z 11A� CONSTRUCTION NOTES: CIVIC CENTER DRIVE CITY DESCRIPTION OF REVISION DATE APPROVED: 20 SAWCUT. Q RELOCATE WATER VAULT, WATER METER & F.H. BY bTIR� . CURVE DATA CITY OF RANCHO CUCAMONGA CONST. 0.42 A.C. OVER 0.34 CRUSHED AGG. BASE (0.15 A. IE . 14. M . oVEK 18 REMOVE EXIST. CURB AND GUTTER. PLAN AND PROFILE D-2?' WO e,900C- A-6- d✓�� o F'o A g� o R L T �� ' �r(i N t ' 20 REMOVE EXIST. AC/AB AND CONSTRUCT 0.42' AC OVER 0.62' CRUSHED 0 COLD PLANE TO O . 15' POO P AND PI.AGr- O• I5' A. r- H. M • NOTE' COW PLAI45, A4P AGG. BASE O. 15' A. R• 14- M• Od61- 0. 27' B 18:5'29" 92.50' 30.55' 15.42' •Z A>�FFM ode1 ,Y P�tl+ VAR-les IN hOM� A Td IRF,;' DISI � 6�'Ad� et- VA•tlOt1 pr/5;' (, gA`'E ��'� a G' C 1740'49" 136.67' 30.25' 15.19' ,.;� STREET IMPROVEMENT PLANS I� �if+OvVnl Al TNS Gt2o� 5 SGT to ?�A rJ� v o. 34- G.a-� �+ .c�+ �n D 1740'49" 273.33' 60.50' 30.37' ' 1� HAVEN AVENUE Qs ABANDON IN PLACE. SEE SIGNING AND STRIPING PLANS FOR RECONSTRUCTION. (B RELOCATE STREET LIGHT, AND ELEC. VAULT BY OT-HEV-S . xc EP- _ �„� . © LIMIT OF COLD PLANE AND OVERLAY. r' �P/ FROM STA. 90+00 TO STA. 100+00 © ADJUST TO FINISHED GRADE. Q CONSTRUCT 4' WIDE STABILIZED SHOULDER. Q JOIN EXISTING. APPROVED BY DATE G�6-Qx ® PROTECT IN PLACE. ® REMOVE EXISTING CONCRETE SLAB OR SIDEWALK. CITY ENGINEER R.C.E. No. 249S3 DESIGN PREPARED UNDER TH DIRECT SUPERVISION OF RECOMMENDED REMOVE EXISTING TREE. GERALD J. LINDQUIST �S 4 L RELOCATE a5 D l l�t✓Cfr✓D PAY TkIE IrtJ6(Nf6l� . 9035 Haven Avenue, Suite 105 HN 10 CONSTRUCT 8" THICK PCC BUSBAY. 30 RELOCATE AND RECONNECT EXISTING IRRIGATION EQUIPMENT AND RELANDSCAPE Rancho Cucamonga, California 91730 DRAWN SHEET AS DIRECTED BY ENGINEER. (714) 944-5400 HN/JL _ 11 38 OF 11 CONSTRUCT 8" CURB PER CITY STD. 301 3 ADJUST TO FINISH GRADE BYO -� O �' f- CHECKED DRAWING N0. 14 CONSTRUCT SIDEWALK PER CITY STD. 304 (AS SHOWN). CONSULTANTS - INC CIVIL ENGINEERING SURVEYING EXP. 6-30-1993 R.C.E. No. 16752 DATE 30 91 FILE N0. (� / F. 5036-10 m� . 00 o 0 0 . , . . . . .VE . �T CIVIC � C1'F� . - R . � IM OVEMNTS) . . . . . , . . . . . . NOT A PART ( REFER TO AVEN A o . . . . . . . . . . . . . . . . . . . . N � N EXIST. WESTERtY M04 rn EDGE OF PAVEMENT N o Co Co +0 z , N y--- 18 x � oNo o I. 2 ao N In lNi rn ' O N U(n 00 CN Nm coL0 1-, 1� O UV1 Of OO 1198 t C14Lri _ u� �� NN _ o PROPO ED WESTERLY o t6 Lri LO N00 N - - WE SIDE 1186 W 2 p0 EDGE OF PAVEMENT In o 0 �`! `EXIST. W STERLY rn M N N �Z MEDIAN �� "' "' V I N U' O� - N N - . , . . . . . . . . I U 1194 W a ir� oo . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , LLL U co o i �� oN _ F � ri en n 1 f I Orn O N O dao N � v NN p 01 co N� 1200 T pi 11: c6r vN Nlp NN ID O1°' EXIST. EA TERLY o o — — ',, rn rn MEDIAN E N N 0 00 WE SIDE 1198 ^ ' rn0 N N i U d M rip 00 1198 �� NO C14 NN / !, - . ,W1 - . N N I '. . . , . � . . . . . . • . . . e • . . . . . Go .:� M� g g EX . EASTERLY U_ o o . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . U01 00in g TOP OF CURB . . . . . rn , H rM 00 d 1- NN _ NN 01 01 ID 0 00 WE SIDE 1198 N°° N corn o0 J d n �N . , 1198 , < . < °'� °'• � � . . . . . . . . . �rn rn d00 U C6 t0 U J O d , rn rn F _ SCALE. 1198 010 . . . . . . . . . . . . HORIZONTAL 1"=40' WE SIDE . . . . . . . . . VERTICAL 1"=4' . . . . . . . . . 100+00 101+00 102+00 103+00 104+00 105+00 106+00 1n7+00 108+00 109+00 4 FOOTHILL B LV . N 1" = 40' O F + z o a M a ,n rte„ o f EXISTING ROW ,G, ,� O� o '°` ��O 4 w I m p U O M �0 8 �,� + // 3w� FN TSPB „ o Z C4 + k°j O '�� 9 31 0 0 CO L J N p'`' TEL.BOX � = EXIST. E.P. 3 L J �7� \ CO�MH _ — — — — — TSPS � . .o Ir W i L— wv — -- w� � — — o UJ o o I bQ— wv 5 0 o fAen 4 /1-0c" O 2 pp L J p o 4 SECTION LINE---/ co po d I I ,.y rn 105+81.83 C.L. INT. r — - - - - - - - - - - - - - - - - - — - - - - d _ _ _ FOOTHILL do HAVEN LJ C 'c 101+00 — 02+00 N -10' E 1 +00 104 0_ M r-1 105+0 — O 106+00 — I — 1 00 L J — — o 4 F I 5 4 — Q G— — — 6"G— — — _ I Fr H p W to — 20 2" — 0 —I— — — —12"S— I S - -12"5- - - - - - �— - - - - - -12"S- - W 0 WV r, WOO w✓$ �DO— �fE MH— GTE MH— —IO'1VJ— f- � Z urYv__ — —10"W— — — — — _10.W — — — — 4 — — — -� g^G I wv J — -�T.Tb —� 6 6 N wvs\ was — — — — —O — — — — — — — / —6" —I— —CO--6" — — —6..G a.W _ wv — EXIST. C do G SLPB o — — — — — — — — — — — — — wv— — — — — — — — — — — — — — — — — V 6 L O TSPB TSPS —SLP TSPB TSPB �� I wv Imo. ~ Q TSPB• m zFzo= EXISTING ROW �` � N :3sPB VEN AVE . Ln +0 m + WV I I I TSPB o bw Z � CONSTRUCTION TES: NOT PART (EAST SIDE ONLY) 2 SAWCUT. OTHILL B 0 Q CONST. 0.4 A.C. OVER 0.34' CRUSHED AGG. BASE ( SURFACE COURSE DESCRIPTION OF REVISION DATE CITY AC OVER BASE COURSE AC, PLACE REINFORCING ABRIC BETWEEN LAYERS). c APPROVED: COLD LANE TO 2 1/2" DEEP, PLACE 1/2" MIN AC LEVELING COURSE AND CITY O r RANCHO C U C A M 0 N G A OV LAY WITH REINFORCING FABRIC AND 2" RFACE COURSE AC. NOT � A - PA R T � PLAN AND PROFILE r 5O BANDON IN PLACE. SEE SIGNING AND S IPING PLANS FOR RECONSTRUCTION. G STREET IMPROVEMENT PLANS 6 ADJUST TO FINISHED GRADE. Q CONSTRUCT 4' WIDE STABILIZED OULDER. Fxp, 1$752 y , HAVEN AVENUE ® PROTECT IN PLACE. CIVIC. ��' FROM STA. 100+00 TO STA. 108+00 s T OF f AI.,�Q��, 90 RELOCATE AS DIIz�GT>;D 8Y ENEtNE --• APPROVED BY DATE 6 Q REMOVE EXISTING AC B AND CONSTRUCT 0.42' AC OVER 0.62' C SHED .AGG. CITY ENGINEER (G�t R.C.E. No. 2g�-S-3 BASE (2" SURFAC COURSE AC OVER 3" BASE COURSE AC, P E REINFORCING DESIGN PREPARED UNDER THE DIRECT SUPERVISION OF RECOMMENDED FABRIC BETWEE LAYERS). HN GERALD J. LINDQUIST c}-3 "42 9035 Haven Avenue uite 105 LIMIT OF C D PLANE AND OVERLAY. DRAWN SHEET Rancho Cucamon California 91730 ADJUST 0 FINISHED GRADE BY 07-HEJzs (714) 944-540 HN/JL 12 OF 38 CONSULTANTS • INC CIVIL EN NEERING • SURVEYING CHECKED DRAWING No. EXP. 6-30-1993 R.C.E. No. 1e752 �� DATEy Wil FILE N0. F. 5036-11 I G. w 48.83' 10�A�$ Q ; z 5 10.17' 5' . . . . . 1075 — Q 5 BUS BAY SIDEWALK RELANDSCAPE TO < . . . • • . U REMOVE _) 3 EXIST. � �, SIDEWALK EXIST. MATCH EXISTING c� C&G ------ . CONSTRUCT 8" CURB 03 4 3 .83 �,EPNON �R�C CONSTRUCT 8" THICK P.C.C. 1 BUS BAY - _j + 00 n L, . . . V-- _j CO 1065 063�5 SECTION A—A N . n " 00 0 0 I I� NOTE: ACTUAL DEPTH OF UTILITIES TO BE FIELD VERIFIED. NOT TO SCALE _ � w I EXIST90" R.C.P. �n o 0 0 I I ~ U 000 r 1060 14 L.F ,O PROPOSED EASTERLY 0 0 0 _F8" E TOP OF CURB U� 00 . v of N SCALE: HORIZ 1 =20' m U _ � rl- 11 6 % oo oo SECT10 B— VERT 1 =4 't 10- _O o 0°� 6 N U U � . � . �� . . , ~ Ln. . . . m + 00 0 04 C), Ln � � � o o U O 0 PO ►te r . . . . . . . . . . . . . . . . . . . . . . �J � � . cam o o � . . . . . . n M (` ^ . O O . J Q1 0 . . .1O . . . . . . . U J . . . to 4 00 v w M p LL M . . � ' . J v m a EXIST EASTERLY + co . . . . . . . . . . . . i . . . . . . . . . . . . Q r"'� o . — o o TOP F CURB c°v' . o . . . . . . . . . . . . . . . . . . . . . . . . . . . L- 0 — U cD � w + � + ~ � o ` . . . . . . . . . . . . a �. o = o Coo � � 0 M r 4 , v � F- Qr dr` F- M a . . .+ . . . . o �- o . . . . , , . . . . . . , . . . . . . . . . . . . . . . . . . o O o M Vt •cn rn a -♦ . . • • • ♦ . . M r' a • r s . .. . . . . . . . . . ♦_ . • . . . . . . . . . , ♦ . : . J • . . . . . , . . . • . . a • , i . , o ai L 30.23 L�6 .49' toUU Q � 0 ¢ _ , N SCALE: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _. J O N O " — a r, HORIZONTAL 1 - 20 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �-- N o L=�S0.55 L= 0.55 54. 8' VERTICAL 1" 2' 27+00 28+00 29+00 30+00 31+00 32+00 26+00 28+00 29+00 30+00 31 +00 32+00 _ f I � 27+00 - - - - - I - F_ -1 1 LJ LJ LJ L I Or - - - -t - - - - - 15S—I— S - - - - - - - - -� �SP� - - $ - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - m - 15S - - - - - — rLn- v �v EXIST. MEDIAN L J I (n EXIST. 90" R.C.P. �v� �` 6 �N, o 0 iV <c 'tG /N O. O O M �i 4 6 � V v O A I,,/ '� O 13 h' O^ 6 6 Q, Q F- 0 4 `'� p^�" h Q 2 p 21 21 V) `� O �. L J I I \ \ r; 1n �o '� p^ p� o�' 18 28 b 17 17 12 O' r F WV, I I \ \ 16 M ,o�O�� '� 2 gyp^ 29 29 0 10 3 17 1 1 2 29 29 29 2 18 28 b 12 6 O� 3 ''� — — — — — — — — — — — — — — — �\ 10"W — — — — — — — — — — 1 0"W- — — — — — — — — — — — — — — — — — — wv- 1 0"W — — — — � � \ \ . . . . . . . . . . . . . . ST.LT, \ \ Q9 -- — WM =� —T _ — _ 'U - T LT. FS VLT. T T FS VAULT — — — — — — R=8' \\ I I \o PB ice' y i — _ � - - - — 27 R=8 -1 G � T -1 � � - � � - - -G 14 27 E G � / z — 16 I 30 O � 27 �z � 8 � D 30 - 19 cn B 29 C 21 2 � 3 — — — — O, � � — � � � I 'S0 rip 17 0` _ 14 O 6' _ 12.50 O w p� -H O� +I I,,.i m rsPe I J L J_ J L 1S B /�2 23 25 �' '� J `n o o c5 w 0 1 C� Fc EXIST. R.O.W. (TYP) �-EXIST. 96" R.C.P. w U J w APN 209-41 1 -024 N o Q � I 00 U APN 209-41 1 -023 - "t --S o + o c=n U U W M Nzw J U U m d II ^ F-� o o �� o � wF- � F- � r- 06 Mwm � e o A _ _ r, II to O o CO _ O I I II I ~ I- oONcOD to � �O � � � 01N pi 0 't M � N OO 60' 60' r? ca + 4 ffi + U + 44 + r LI) L0 12O p 0 N U N cV — 00 00 00 O O N O I I CITY DESCRIPTION OF REVISION DATE APPROVED: SIXTH STREET AVE ,HAVEN CITY OF RANCHO CUCAMONGA CONSTRUCTION NOTES: CURVE RADIUS LENGTH DELTA PLAN AND PROFILE 20 SAWCUT. t 1 CONSTRUCT 8" CURB PER CITY STD. 301 . CONST. JUNCTION STRUCTURE "A" PER CITY STD. 508 A=90' A 35.00' 54.98' 90'00'00" , B=18", C=6', D=96", E=L=27". B 92.50' 30.55' 18.55'29" STREET IMPROVEMENT PLANS Q CONST. 0.42' A.C. OVER 0.34' CRUSHED AGG BASE ( 0. 15' A-9-14- M - �Vr-r- t 2 CONSTRUCT 8" CURB AND 24" GUTTER PER CITY STD. 303. C 136.67' 30.25' 12'40'49" O. 27' fM46 6001` Pr.G. at/�z- 0 3¢' - A 9, ) (8 CONSTRUCT CATCH BASIN #1 PER CITY STD. 502 WITH W=14', D 273.33' 60.49' 12'40'50" HAVEN AVENUE 13 REMnVE EXIST. CATCH BASIN & PLUG EXIST. PIPE AS VIeMT�D V=5.75', AND LOCAL DEPRESSION CASE "C" PER CITY STD. 518. COLD PLANE TO 0. 15 Dl�P P�I�ID Ft-AC.� O• i5 A,R• P.M. by I;NGlt F-P• .. Q CONSTRUCT 18" DIA. R.C.P. (1250D). = ti BUS BAY DETAIL t4 RECONSTRUCT SIDEWALK PER CITY STD. 304. (AS SHOWN). ABANDON IN PLACE. SEE SIGNING AND STRIPING PLANS FOR RECONSTRUCTION. © LIMIT OF COLD PLANE AND OVERLAY. Q�� 'j0+�'� i jy` APPROVED BY DATE6 1s RELOCATE TRAFFIC SIGNAL. (SEE TRAFFIC SIGNAL PLANS). „4 O !� 2495 v f CITY ENGINEER R.C.E. No. 3 4 s ADJUST TO FINISHED GRADE. JOIN EXISTING. O G i t� RELOCATE WATER VAULT, WA M AN orHas . jr - --,_ DESIGN PREPARED UNDER TH DIRECT SUPERVISION of RECOMMENDED Q CONSTRUCT 4' WIDE STABILIZED SHOULDER. ® REMOVE EXIST. CONCRETE SLAB OR SIDEWALK. `R' �I^. 18752 Cn « _� GERALD J. LINDQUIST v to REMOVE EXIST. CURB AND GUTTER. Ex 9035 Haven Avenue, Suite 105 H.N. 8 PROTECT IN PI ACE 9 REMOVE EXIST. TREE. Rancho Cucamonga, California 91730 DRAWN SHEET is RECONSTRUCT DRIVEWAY APPROACH PER CITY STD. 306 P C O c, l V � (714) 944 5400 H.N. S.F. 13 38 9 q � Q RELOCATE A5 DIRFL 61N� D RELOCATE & RECONNECT EXIST. IRRIGATION SYSTEM AND RELANDSCAPE lF � of TI: D I'1`( zt RELOCATE STREET LIGHT & ELEC. VAULT BY _ . . O _ T S O +tom AS DIRECTED BY ENGINEER. � DRAWING No. CHECKED to CONSTRUCT 8" THICK PCC BUSBAY. CONSULTANTS - INC CIVIL ENGINEERING • SURVEYING EXP. 6-30-1993 C. 18752 © CONSTRUCT SIDEWALK RAMP PER CITY STD. 310. H.N. FILE . H67 DATE � ;0141 FILE N0. F. 5036-12 • j • . i . . • . . . • . , . • . ♦ • . . . ♦ . • . • < . . . . . • . . . . • • • . . . . + . . , . . . . . • . . . . • . . • . . . . , s • , • , • . • . . . • • • . t • t . f . • • . . < • , . • , . t t • 1 1 1 . . I . , ♦ t . . < . 1 e ♦ ! r . • • • . • . . . • . . . • • • • . • • • . • • . • . • • . • • . • . • • • . • , • • • + • • e . • . . • • , . , . : • • ♦ . • • • i • • • • a • • 1 • • • e . . • ♦ . • • • • e • • • ♦ • ! 1 ! 1 ♦ • ! f i i 1 • ♦ I . • 1 • • a , • 1 a . > 1 } • Y • • • • • . • • ♦ • • , • • ♦ ♦ • • • • • • • • e • • e • • • • • • • • • • • • + • e • • . , i • • a , , + + ♦ • • • , • • • f • ♦ • ! • • • I • • • ! f • e ♦ e • • • • t 1 • , i 1 1 t i ♦ ! a • 1 t 1 { i J t • , , l a , 1 • • . • ♦ -..�- -- a ♦ • ♦ • • • • a • • • • • • • • • ♦ • • • • • • • • • • • • • • • • a • • a • • • • , • • . • • • • • • ♦ • e , • ♦ a • • • s • , 1 r • • • a a ♦ • • a • • • t • t r • , • ♦ 1 • i i i 4 1 , f ♦ - . + a , • ! • e ♦ . a • • . • . ♦ . • . • . . • • • . . . . • . • . . • • e . . • . • • . . • r s f • ♦ ♦ I . i • a , r • + • e ♦ 1 • . t • ♦ a • . t 1 • a • , , i ! • , . i • a i t t4757 —.—•i-- ♦ • • • • • • • • + • • ♦ • a • • • • • • • ♦ ♦ • • • ♦ • • ♦ a • < < • • a . • • f • • ♦ • • • ♦ i e 1 ♦ r t a ♦ . a a , . • ♦ i • a i • . - a 1 1 a i • • f • , • j a ♦ • • ♦ • • • • • • • ♦ • . • • • • • • • • • • • • ♦ • • • • • • ♦ • • < • • • • • e • • • • , • • • • • e i f s • • a f < f 1 ♦ + • • i > ! • t ♦ , • . • i • . , • , . , a t ( i ! • , a • • . t • > • , < —�L.--- ♦ • a • • . • • • • . . • • • • • • • • . • • • • • • • • . • . • . • • • • a • • . • • • . • • • • : • • • . t • . t 1 ♦ • I a , i t f • 1 a i • • • i . s • s • • + 1 • a • • • ♦ e i r a s • • a ♦ I • a . • • ! i • t M , • i . • a . i , • ♦-- Y/ 0) -v—� - . . 1 . . . . . . . . . . . . . . . . • . . . . . . . . , . . . . . ♦ , 1 . i . . . . . . . . • . . . . . , . . , , . i , ^ J a . . • i , . • 0) i • , . . i . . . , ♦ . • • . . , i . I . i • ♦ . . i 1 . i . • ♦ , i , LL_ c0 O OD 00 U J I— LL_ t t 4t 10 PROPOSED EASTERLY `° o �. TOP OF CURB af (00 U ^ . �. • c0 • ♦ , ^ ^ � U_ M . � 't (°o f 46.83' � (0 RELANDSCAPE TO C) _ MATCH EXISTING • • _� r•� U-) 10- � p , , • Z 10.17 BUS BAY 5 5:1 MAX. SLOPE. Q. , + • • • �i • , Q 3 REMOVE EXIST. SIDEWALK EXIST. GROUND r� r7 U r rn + v u o 2 I C&G AND SIDEWALK. 00 m U CONSTRUCT + ^ a— 8" CURB U � wU .� � 4 3 1.83 p EXIST. EASTERLY E��S�' CONSTRUCT 8" THICK o / � (ER P.C.C. BUS BAY. /. a U N TOP OF CURB L=30. 5' L=60.49' YAP . M / o . , . . . . . . . . . . . , . o b • . . . , • . . . . , . . . . . . . • . . . . • . SECTION A—A - . . . . . . . . . , . . • . . . • . ♦ / . . . • . . 40 NOT TO SCALE . . . . . . . . . . . . . . ' . . . . . . . . . . . . . . . • . . • . . , . . • rn SCALE: • • . a . • . , • . r • . • . a . . , . . • . . , • , . + • . • • . , • . . . . NOTE: ACTUAL DEPTH OF UTILITIES TO BE FIELD VERIFIED. . . . . . . . . . . . . . . . . . . . . • . . . . . . L=30.55' L=.30.55' . . . . . . . . . HORIZONTAL 1" = 20' . . . , . . . . . . . . . . . . . . . . . . , . . • . • , . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . VERTICAL 1" = 2' . . . . . . . . . . . . . . • . • . . . . 63+00 64+00 65+00 66+00 CONSTRUCTION NOTES: 20 SAWCUT. I CONST. 'H. MA.C. c� o OVER 027'f CRUSHED AGG. BASE ( ol5' a•� � EXIST. MEDIAN V3Asr_ c.vUR�E A-� odr� O•� G.A� � I r -1 r -1 r 64+00 65+00 I / Q COLD PLANE TO O. 1S" DEEP AND PLA4E 0.15' A. K.W .Ma — � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 66+00 L 1 - -63+00 — - - - _ - - - - - - - - - - - - - � — - - - - © ADJUST TO FINISHED GRADE. 15"S S — — — — — CONSTRUCT 4' WIDE STABILIZED SHOULDER. " — — — — 15 S-� S 0 A 63: _ ® PROTECT IN PLACE. f I 6 0 0 0 0 L J I I I o 4 F� o sQ RELOCATE AS Di�TFv $Y �1tJc-•Eta �. 21 4 8 /N�'3cic 00 (° 2 18 tD CONSTRUCT 8" THICK PCC BUSBAY. 9 8 I 18 8 �N'r' 17 I EXIST. C & G 1 t CONSTRUCT 8" CURB PER CITY STD. 301 — t4 RECONSTRUCT SIDEWALK PER CITY STD. 304 (AS SHOWN). _ . . . . . . . . . . . . .� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ., . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . RS — Iwv's Gv — — — — — — — — % 'a ' P� - - Q'vv . . . . . . . . .�. . . . o. � .�. .�':.T �. r,. . . . . . . . . . . . . . . . . . —1 G'w- — Q -T- -�'�--- �'° T^, -T' RELOCATE WATER VAULT, WATER METER & F.H. BY OT14al� — '�'.'. �.—. .sfiL .'.'.'.'.'.'.'.'.' - JOIN EXIST. C & G p\\ ~ WV I / TSPB ST LT. . . Vim. — . 26 I / B - ' . . . • ' • 'T_j • - •?11.' . ' ' ' . ' . . AND END SIDEWALK. t8 REMOVE EXIST. CURB AND GUTTER. PF O— TER 30 14 D PP RsI �� ( I J I L J L J rSIGN --'-IIL � _ C (5:I AX. SL PE) RELOCATE STREET LIGHT & ELEC. VAULT BY oT}•tE�s. RSI 11 ( I I �I ` I �, 17 © LIMIT OF COLD PLANE AND OVERLAY. IG2 EXIST. R.O.W.D�S G.B ��ti I 29 14 ��0 �� 6.65 Z Q JOIN EXISTING. L J L J L -J �� REMOVE EXIST. CONCRETE SLAB OR SIDEWALK. L j U J9 U ® REMOVE EXIST. TREE. PB I I I T PB U A U `oo M RECONNECT & RELOCATE EXIST. IRRIGATION SYSTEM AND CITY I) I� U U ar U 30 U rn 00 w m ^^ o_ w m J m ,� M RELANDSCAPE AS DIRECTED BY ENGINEER. DESCRIPTION OF REVISION DATE APPROVED: U _j0 0 I-_ U_ o ~ o I.- U-U- ( 5'1 MAX. SLOPE) o o ~ 0 40.00' 40.00' � � r- o N � �� r CITY OF RANCHO CUCAMONGA N 04 � � CV � c_v � � APN 209-144-040 N Ln CO N o + + 'r' '� + r� + ;° + M + ono APN 209-144-039 OWN 9 80.00 ro ro �, a— � PLAN AND PROFILE v� � � � � � � STREET IMPROVEMENT PLANS JERSEY BLVD . _ `" W NO. HAVEN AVENUE MIX �X_. / JJ C''v'1 L BUS BAY DETAIL qlf Of r aL�� CURVE RADIUS LENGTH DELTA - .�. B 92.50' 30.55' 18'55'29" APPROVED BY DATEcC '�V`�` C 136.67' 30.25' 12'40'49" CITY ENGINEER _ R.C.E. No.�S3 D 273.33' 60.49' 12'40'49" DESIGN RECOMMENDED PREPARED UNDER THE DIRECT SUPERNSION OF HN GERALD J. LINDQUIST 9035 Haven Avenue, Suite 105 -Rancho Cucamonga,Cucamonga, California 91730 DRAWN SHEET (714) 944-5400 TY , _14 OF 38 — 4. CHECKED DRAWING N0. CONSULTANTS - INC CIVIL ENGINEERING • SURVEYING EXP. 6-30-1993 R.C.E. No. 18752 /L167 DATE ''O(yl FILE N0. F. 5036-13 . • , • , • i • i • f 1 1 }-+•� r\ i J 1_ • • , • PROPOSED' ES'>EILY' a I • 3 • , • 1 , , • f } _ N . i a . . . . . . . . . . . . . . . . TO OF CURB . • ^ ^• . . . . . . . Ui . . . . . . . . i i • • , 1 I }— 00 'd- a } i • • • . . . . . . a . . • . . ♦ . . . • . 4 • . . • • • ♦ . . . . . • , ♦ . . . . • . . . . • . . • . • . , . . • • . • . • . a . . . . , •`/ `J. • • . . • • •_, . . • • 1 . 3 r . , • 1 . • • . . • 3 f i -• , 1 , • i • i , , , 1 , I . i J (D (D 0 00 1 t— + • d ♦ • • . • • • • • • • • • , . • • i • • • a • ♦ . • • • • • , . • • • • , • . • • . . . • • . . `� `� • - / ' • . --• • s • + • • • /r • • e • . • • • e • s a • a a • • a a / 1 i • i i • a } r 1 , • . e a i • f : . a r , }� 1 , . . . . . . . . . . . . . . . . . • . • . . • .'. / . . . . . . . . a . . . . . . . • , . I • I a • , . , • I • . e IN t tD i (b Lry In 00 N (n / / U + (D + to (D LO / / NDo .. i - • • • • • • • • < • • • • • • • • • • • ♦ • • • • • • • • • O • • , • • . • • • / - • • , • • , , I • < . • Q • • a • • i • • + • a , • • + • ♦ • ♦ • • • t a . ♦ r i 1 1 1 k t ! f , 1 , , , ! { , r i a t t • , }— 00 o1`7. . • �XIST. EASTERLY , 00 n. . . . . . . . . . . ♦ . . . . . . . _ TOP OF CURB + � I a .; } . . . . • 1 . . . . . . • . . • . • . • • • . . . . • . • . • • . . r . • . 0 • • . • . , • . • . . . . e . • a • • a . , r • , f . . . . • , . , « , ♦ . . . . . . . • . . { , . , + { • : • . . . . , o ci cc —1 1 • • • • . . . . • . . • . . • . • a . . • . . . , . . . S., • . . L- ,• . . . . • • • ' r . a a . ! . . . . ♦ i • I • , , a , 3 a . • • , • . . . . , • , a . , f . A / t f r . , , « -, }— 'L=3o.$5' SCALE: i • • • . • . . . . • • . . ♦ . • • • • • . • , , • { • • e a I , • a . . , . . . , s t . . . r a 4 , , • . �_. - t . . . . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . HORIZONTAL 1" = 20' d ♦ a , , i -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • VERTICAL 1" = 2' • • , . . . . . • t , a I 80+00 81 +00 82+00 83+00 84+00 CONSTRUCTION NOTES: 20 SAWCUT. 79+40.84 = 0 CONST. 0.42' A.C. OVER 0.34' CRUSHED AGG. BASE ( 0.15' O.27' �AhE GOCIRh� h•G• OV�� O.3i4' G A !3 — � 79+42.59 SOUTH ( � � C :1 r -1 r -1 83+00 L J L J L J / / 4 COLD PLANE TO 0.16WP�e AMD f-L.*iGE 0•L5' A•iz•H•M• L J 79+00 I I � 80+,0(7, 81 +00 82+00 / 4 z - F- -I - - - - i - - _ - F_ -IL J L J L J L J _ _ — © ADJUST TO FINISHED GRADE. - - LJ - 15"S I - - - - S - - - 15"SI C — - -_ —_ —_ — - - - - - - - - - - - - - - - - - - - - - - - - - - - - -_— - - - - - - - - - - - - O� CONSTRUCT 4' WIDE STABILIZED SHOULDER. � � ( t - - - - - - - - - - - - - - - - - - - - - - - - - - - e PROTECT IN PLACE. — — — — — — — — 6 G EXIST. MEDIAN O _ = — _ _ _ 9t� RELOCATE pts D(1 ,cT�D eY rtR&igsa;- L J I o _ — 12"S - - - - - - - - - - - - - - CONSTRUCT 8" THICK PCC. BUS BAY. 6 6 o _ _ _ - - 6 - - - L J o 6 WV o � _ _ _ — ��. 4 S �, 4 � >> CONSTRUCT g' CURB PER CITY STD. 301 6"G - — — — — — — — �' ��O 28 � 6 g'` 2 21 3 JOIN EXISTING (9 CONSTRUCT CONCRETE SIDEWALK PER CITY STD. 304 (AS SHOWN). L J _ 6 29 18 11 �.�ro0' 29 CURB ac GUTTTER. 1© RELOCATE WATER VAULT, WATER METER do F.H. BY 0T1f�{2S- WV wv � 10"W - - - - - - - - 10"W - - - — 10"W — — — — — - - — - - — 10"W — — - - - - - - - - - - - - - - - ® RET LIGHT EEC ALT BY _ _ REMOVE EXIST CURB do GUTTER C -- . - 21 RELOCATE ST Edt ELEC. VAULT o- HE;a,- - Yti LIMIT OF COLD PLANE AND OVERLAY. f� ST.LT. wv SP FS / _._ Q JOIN EXISTING. \ 6 I o/ 9� \� _ _ _ — O PP D 2® REMOVE EXIST. CONCRETE SLAB OR SIDEWALK. \ 22 REMOVE EXIST. TREE. / SLPB 1�h9 28 B � / WV TSPB L J L J L J -� >> RELOCATE do RECONNECT EXIST. IRRIGATION SYSTEM AND RELANDSCAPE AS Io I 17 14 >>s� 10 ii�R'�>6 14 28 C 12'f 6622 DIRECTED BY ENGINEER. � I SPB U 3wo 0 s� U F L J L J L J I I m U ~� o: o ,.�(o c v 040 U J I.-: EXIST. ROW N 11 o I mNto 0; aM oho a0 0En o 4 rnNV) o N � Nr- + c0(p A o ~� N � New II + LO + (D 00 C j M n o0 c�D(�D CITY o APN 208-622-028 t` Nisi APPROVED: I I N + - o + O DESCRIPTION OF REVISION DATE + �- 00 + (D(D CITY0-0 OF RANCHO CUCAMONGA r 00 50.00 50.00 Li 46.83 EXIST. GROUND y PLAN AND PROFILE 100.00' Q 3' RELANDSCAPE TO r Z • 1 MATCH EXISTING. STREET IMPROVEMENT PLANS Z � 10.17 BUS BAY 5 � w j v REMOVE EXIST. SIDEWALK W �• 4�� 1.83 =1 CdcG AND SIDEWALK. _ _ - HAVEN AVENUE DAYLIGHT � EXP. ARROW ROUTE _ r29MIN �. ��q �,Y,� CONSTRUCT HAVEN AVE * lEOf clk BUS BAY DETAIL 8" CURB - , 4 APPROVED BY DATES + `Q> 3 R4� 3 CURVE RADIUS LENGTH DELTA EXE SER CONSTRUCT 8" THICK CITY ENGINEER R.C.E. No.24� YIPa P.C.C. BUS BAY DESIGN RECOMMENDED B 92_.50' 30.55 18'55'29" e C 136.67' 30.25' 12'40'49" SECTION A—A HN �� No� THE �� lip �' 9T GERALD J. LINDQUIST D 273.33 60.5 0 12'40 49 - 9035 Hoven Avenue, Suite 105 -- - - NOT TO SCALE Rancho Cucamonga, California 91730 DRAWN SHEET ' (714) 944-5400 15 38 NOTE: ACTUAL DEPTH OF UTILITIES TO BE FIELD VERIFIED. g y. CK Co TY -OF DRAWING N0. CHECKED CONSULTANTS - INC CIVIL ENGINEERING • SURVEYING EP. -30-1993 R. E. No. 16732 /// 11 DATE (► FILE NO. 7 (, F. 5036-14 .. a • . . . , . , . . . . . ., . < . , , , . . e . , . . . , - , , • • • . • • . . . . . . . . , . . • . . , ♦ , . . . . . . . • . • • • . . . • . 3 . . . a . , , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .PROPOSED ASTERLY . . . . . . . . . . .EXIS -EASTERLY- • 3 . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . TOP OF CURB . . . . . . TSP OF CURB . . • . . .�. ♦ . . . . . . . , . . . . . . . . . . J . . . . . . . . . 1190 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . N a 1190 . . . . . . . . , . . . . . . . . . _ O po a6 r- 00 00 U J 00 N 00 00 n _ F LL 00 00 • , . to rn °° ao . . . . . . . . . . ,y . . • . . ty-, . . . . . . . . . . , •_ , . . . L ' v . . . . . . . . \� \�. . . . . . . . . . . . . . . . . . . . . • . . . . < , . . ♦ . . . . 3 . . , • . , . . , . U U M 00 00 U_ M q - . . . . . . v . • . , / . . . . . . U N 4 . . . CO . go I� �+j ►+j , . v . . . . . . • • i • . . < . i u 1 W 00 — U _ . . . . . . . . . . . . . . . . . . 1185, . . . . . � � . . . . . . . . . r � — . . . . . . . . . . . . . . ►- �. 1185 , • , o — U r U 00 N N M wU + 00 C14 eb Ln X00 C14 00 c . • + ♦ . , . 1— o.25' , • • . ��V.JV' • • . e • . • • . < i ♦ • 1 . • . . , , - . . s < « • , , M PO rn SCALE: CD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -L=30. 5'. L=30.5-5'. . . . . . . . . . . . . . . . . . . . . . . . . . . . , -- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . HORIZONTAL 1" = 20' VERTICAL 1" = 2' 0+00 93+00 94+00 95+00 96+00 N 0T A PART A 92+00 00 93+00 9 94+00 95+ — — — — 96+00 EXIST. POWER �7 — — — — — — — — — — _ _ — —i 46.83' POLE � I L J L J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 7.0 — — — — — — — — — — — — — - - - - - - - - - - - - 14' 15' 10.17' 2' -1 -1 6"G — — — — — — — — — — — — — — — — — 6"G — — 4 — — — — — — — — — — — — — — — — — — — — — — — — — — CG 3' REMOVE C & G — — — — — — — — — — — — — — — L J L J - , _ U AND CONC. SLA I JOIN EXISTING MH - �'<<' 1 O "�,K � - -C ::I_ - - - - - - 12"S - - -o `� — — — .,S — — — - - - — — �G — - - 12"S can o �'�' °� �` �. 20 �o �C�' 6 " • CONC. SIDEWALK L J L J 6 o ,�'� ��, F u7 F � ; 6 L �'S �h 6 alb tK Gqs 4 8" CURB .5. h L J L J WV'S o 18 �`�� 3 4 2 '`'�� 1 1 WV 17 17 8 N, 20 20 3 8' THICK P.C.C. BUS BAY " - - - - - - - - — — W1�— - - - - - 10"W WpT�O __ --- V IV — - - - �� 26 - - - - - - - - - -- _ o O SECTION A-A 30 8 7 0� PP C — — —30 —D ELEC�OX— — © NOT TO SCALE o \ o L J J L J I / — — — — - B I / > U 29 27 g 00' BS 8 27 �� 29 w — — NOTE: A AL DEPTH OF UTILITIES TO BE FIELD VE IED. M p (r � U �.<`S �,<• EXIST. SIDEWA V) C3 F_ -1 r- -1 r- -1 U w o o_ w J m `S cam; w / 1 I I I I U U� U LO TSPB I L J L J L J I I O W o ~ O ~ � + z APN 208-352-005 I I 00 D_ 00 rn 00 O r7 00 N� p / �j m N N o0— Q)N 0 II I I + C7\ + 00 + + a0 00 00 M / 1. I po 0) m Q Q1 r N (6 r . A l- - .._ HAVE AV 44 J. 44 DESCRIPTION OF REVISION DATE CITY APPROVED: 88 NSTRUCTION NOTES: S� N CITY OF RANCHO CUCAMONGA SAWCUT. 14 CONSTR T CONCRETE SIDEWALK PER Cl STD. 304 (AS SHOWN). " » RELO ATE WATER VAULT, WATER METE & F.H. BY OT OP,- ��`' O PLAN AND PROFILE 01 3 CONST. 0.42 A.C. OV 0.34 CRUSHED AGG. BASE (2 SU ACE COURSE " AC OVER 3 BASE URSE AC, PLACE REINFORCING FAB BETWEEN LAYERS). 18VIC CEN R DRIV MOVE EXIST. CURB AND GUTTE . STREET IMPROVEMENT PLANS 4 COLD PLA NE T 2 1/2" DEEP, PLACE 1/2" MIN. AC ELING COURSE AND wNo. 1$� REMOVE EXIST. AC�AB & CON . 0.42' AC OVER 0.62' CRUSHED GG. 30 43 RF R ASE 2 SURFACE COURSE C OVER 3 BASE COURSE AC P CE HAVEN AVENUE OVERLAY IT REINFORCING FABRIC AND 2 SU E COURSE AC B REINFORCING FABRIC BET EN LAYERS). � J'f CIVIL �►�� 05 ABANDO IN PLACE. SEE SIGNING AND STRIPI PLANS FOR RECONSTRUCTION. qTE�� CAL�4�� BUS BAY DETAIL 21 RELOCATE ST. LIGHT D ELEC. VAULT BY OT�R�- ADJ T TO FINISHED GRADE. ¢ 2s LIMIT OF COLD P E AND OVERLAY. APPROVED BY DATES � ONSTRUCT 4' WIDE STABILIZED SHOU ER. 2z JOIN EXISTING CITY ENGINEER R.C.E. No. �9 S3 PROTECT IN PLACE. 2a REMOVE ST, CONCRETE SLAB OR SIDEWAL - DESIGN RECOMMENDED - 4 CURVE RADIUS LENGTH DELTA - - 9035 Haven Avenue, Suite 105 H.N. B 92.50' 30.55' 18'55'29" RELOCATE A5 plem-ri6J by/fs.�JGIN f� • 29 REMO EXISTING. TREE. Rancho Cucamonga, California 917 O DRAWN SHEET C 136.67' 30.25' 12'40'49" D 273.33' 60.49' 12'40'50" 10 CONSTRUCT 8" THICK PCC BUSBAY. 30 R OCATE & RECONNECT IRRIGATION STEM AND RELANDSCAPE (714) 944-5400 H.N. S.F. 16 of 38 -- S DIRECTED BY ENGINEER. CHECKED LO , DRAWING No. >> CONSTRUCT 8" CURB PER CITY STD. 301 CONSULTANTS - INC CIVIL ENGINEERING SURVEYING R .E. No, "t-152- H. / N' DATE '' al I FILE N0. ` �6 7 F. 5036-15 .R a C-18 50dTYPICAL CROSS STREET EXIST. MEDIAN lew EXISTING LANE LINE PER PHASE 1 — — — — — — - - — — 10.00 MIN. L • --• + } �. •- • - -YP. • - • -C-30 45.00' T • — EWORK AREA T — — — C -20(L ) C-18 HAVEN A 500.00' Le dd 500.00' 10'1 VARIES 500' NOT TO SCALE �'"-�-` TYPICAL CROSS STREET EXIST. MEDIAN EXISTING LANE LINE PER PHASE 1 — — — — — — — — — — — — — — — 10.00' MIN. �. — •� — • — — • — — i — — •— — • — — • — — •T —• • — — — — — 45.00' TYP.J T --C-30 WORK AREA • • • C 30 �� \ C-13 ORDER OF WORK HAVEN PHASE I - REMOVE EXISTING STRIPING AND PAVEMENT MARKINGS WITHIN AVEO CONSTRUCTION LIMITS. PAINT No. 1 - 2 LANE LINE STRIPE IN ULTIMATE LOCATION PER SIGNING AND STRIPING PLAN. PHASE 2 - SAWCUT EXISTING A.C. PAVEMENT EDGE AND CONSTRUCT PAVEMENT TRAFFIC CONTROL NOTES STRUCTURAL SECTION (AC BASE COURSE PAVING ONLY) WITHIN ULTIMATE NO. 3 TRAVEL LANE AND CONSTRUCT SHOULDER 1. CONTRACTOR SHALL ADJUST THE WORK AREA LIMITS TO IMPROVEMENTS AS SHOWN ON IMPROVEMENT PLANS. GRIND A.C. MAINTAIN ACCESS TO TURN LANES AND ADJACENT PROPERTIES PAVEMENT WITHIN REMAINDER OF ULTIMATE NO. 3 TRAVEL LANE EXCEPT AS DIRECTED BY THE ENGINEER. AND PLACE A.R.R.M.) MAINTAIN TWO LANES 'P tR.AlEL ADJACENT 2. IF A DELAY OCCURS BETWEEN PHASES, MAINTAIN TEMPORARY To ME�IaN �f✓R '(t�A� IG GoNTi�(. �I.Ad• STRIPING TO THE SATISFACTION OF THE ENGINEER. 3. A MINIMUM OF ONE TRAFFIC LANE IN EACH DIRECTION SHALL ) - 5 �iNOWfJ oNN, CITY BE MAINTAINED ON INTERSECTING STREETS PHASE 3 - (NIGHT WORKGRIND A.C. PAVEMENT a WITH THE EXCEPTION DESCRIPTION OF REVISION DATE APPROVED: OF FOOTHILL BOULEVARD WHICH WILL BE REQUIRED TO HAVE 2 -- AND 4LSO SAWCUT EXISTING A.C. PAVEMENT AND CONSTRUCT (TWO) 12 FOOT LANES IN EACH DIRECTION AT ALL TIMES. rAvtMENT STRUCTURAL SECTION (A.C. BASE COURSE PAVING ONLY) CITY OF RANCHO C U C A M 0 N GA PERFORM BOTH AS SHOWN ON IMPROVEMENT PLANS FOR THE ULTIMATE NO. 1 AND NO. 2 TRAVEL LANES. PLACE TEMPORARY NO. 1 - 2 AND NO. 2 - 3 LANE LINE AT THE END OF EACH WORK DAY. MAINTAIN ONE LEGEND TRAVEL LANE WITHIN THE ULTIMATE NO-3 LANE PER TRAFFIC CONTROL TYPICAL TRAFFIC CONTROL PLAN PLAN. SIGN PHASE 4 - PLACE ASPHALT F-LIIN3i;r VOT MlX CQ•R.B.M.) FAIN& WITHIN PHASE 2 THE ULTIMATE NO. 2 TRAVEL LANE. PAINT NO. 2 - 3 LANE LINE AND HAVEN AVENUE >- FLAGTREE MAINTAIN TEMPORARY NO. 1 - 2 LANE LINE AT THE END OF EACH WORK DAY. MAINTAIN TWO LANES OF TRAVEL PER TRAFFIC CONTROL PLAN. DIRECTION OF TRAVEL PHASE 5 - PLACE *5FR4,UT F-05f 1✓r- ROT Mtx C A R.F4. M PAJIN6 W11140 APPROVED BY - DATES 0 DELINEATOR THE ULTIMATE NO. 1 TRAVtL LANE. PAINT NO. 1-2 LANE LINE AT THE CITY ENGINEER _ R.C.E. No. 3 END OF EACH WORK DAY. MAINTAIN TWO LANES OF TRAVEL PER TRAFFIC RECOMMENDED FLASHING ARROW SIGN (TYPE II) CONTROL PLAN. DESIGN PREPARED T F.p F GOA � ' Ali FLASHING YELLOW BEACON 9035 Haven Avenue, Suite 105 uv - PHASE 6 - REMOVE ALL TEMPORARY PAVEMENT MARKINGS. PAINT ALL ULTIMATE Rancho Cucamonga, California 91730 DRAWN 0 Np, ij� �e EET STRIPING AND MARKINGS PER STRIPING AND SIGNING PLAN AND INSTALL (714) 944-5400 ALL TRAFFIC SIGNAL LOOP DETECTORS AND TRAFFIC SIGNS. L TSY - - 41 3 24 OF 38 D 4 w 4. CONSULTANTS • INC CIVIL ENGINEERING SURVEYING CHECKED / �� ,: DRAWING NO. ��!�•^} 1193 -� • M` ` ' DATE FILE-N -1q67 f .► 503E T I — —�R179 • C18 I R17 —� I • I � TYPICAL CROSS STREET soo' � R1 a Rl � � I � FLASHING ARROW SIGN — — — — — — — — — — — — — — • • • � • — • — • � • T— • — •— • — — — — — — — — 45.00' TYP. WOR • - -L-C-30 • KING AREA— WORK AREA • • C 30.� — — — — — — — — — — — — — — • I C30 --1 • • • • • • • �.� • • 10.00' MIN. — — — — C-18 C-16 C-20(LT) + 500.00' 500.00' 10:1 . 10:1 • (IF NONEXC18 EXISTING) — v HAVEN AV E � 500500• - • p x -C30 -o- C21 • NOT TO SCALE •• I C21 • TYPICAL CROSS STREET 500' • I -Cie 111 7: R18 - 2 - - • (IF NOT EXISTING) I J • EXIST. MEDIAN DIMENSION PER STRIPING _ — - - - - - - - - — - - — - - - - -_ - - ---- — AND SIGNING PLAN �•� �► �` PLACE TEMPORARY LANE LINE OF THE END OF EACH WORK DAY — — — — — — — — — — — — — — — — — — — —• — — — • — — • C-30�'K — — — — — — — — — — — — —WORK AREA — — —�— — •— • — — • — C- 0 • • — — • • • • • • • ,_45.00' TYP.J 10.00' MIN. r / C-13 HAVEN AVE * I 500 _J_C-18� TRAFFIC CONTROL NOTES DESCRIPTION OF REVISION DATE CITY APPROVED: SEE SHEET NO. 24 CITY OF RANCHO CUCAMONGA TYPICAL TRAFFIC CONTROL PLAN PHASE 3 HAVEN AVENUE APPROVED BY DATE4 -66-+ CITY ENGINEER R.C.E. No. V953 DESIGN RECOMMENDED 9035 Haven Avenue, Suite 105 GOA v4 No. 1193 Rancho Cucamonga, California 91730 DRAWN w EET (714) 944-5400 TSY * Exp. 25 OF 38 CHECKED �� T G1G ' / DRAWING NO. CONSULTANTS - INC CIVIL ENGINEERING SURVEYING F5.M, _Il DATE -- 50.56 TC 3 • ' Cao(NOTE: CLOSE TO SINGLE LEFT IF cle DUAL LEFT TURN EXIST. ) y y 500TYPICAL CROSS STREET � t \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - MMO► 10.00' MIN. • ~. 1.645.00' TYP. • }-- RI6 •�C30 WORK AREA • • • • >- R 17 ( • • • • • • • • • • • • • • C21 10.00' MIN. C18 — — — — 500.00' 500.00' 10:1 • C18 - -�- IF N1 T EXISTING I • HA �C30 500' • �0 10 : 1 I I C21 • I I •• I 1�♦. NOT TO SCALE I �. C21 1o:1 TYPICAL 4CRO S STREET 500 '�C-30 R18- • �_. C 18 (IF NOT EXIS TING) • / 440 \ EXIST. MEDIAN TEMPORARY LANE LINE PER PHASE 3 10.00' MIN. • w"'- R16 C30 ' WORK AREA z, C30-�-s I I 45.00 TYP. • • • • • " RI70 10.00 MIN. / C-13 tlHAVEN 500' CIS CITY TRAFFIC CONTROL NOTES DESCRIPTION OF REVISION DATE APPROVED: * SEE NOTES SHEET NO. 24 CITY OF RANCHO CUCAMONGA * PAINT No. 2 AND 3 LANE LINE PER STRIPING AND SIGNING PLAN UPON COMPLETION OF PAVING, MAINTAIN TEMPORARY No. 1 AND 2 LANE LINE AT TYPICAL TRAFFIC CONTROL PLAN THE END OF EACH WORK DAY. PHASE 4 HAVEN AVENUE APPROVED BY DATE cr"+ -`rte CITY ENGINEER Q4 _ _ R.C.E. No. !2 DESIGN ! ANDl RECOMMENDED GOA �� £Rso 9035 Haven Avenue, Suite 105 �� g - - ci No. Rancho Cucamonga, California 91730 DRAWN � 1193 rrs 5 EET (714) 944-5400 TSY "' ;�' FYI. �1•�3 , �% 26 of 38 CHECKED r- DRAWING NO. CONSULTANTS • INC CIVIL ENGINEERING SURVEYING _ 'M DATE FILE NO. -, 5036T(-4 t - • C30 (NOTE: CLOSE TO SINGLE LEFT IF 0 DUAL LEFT TURN EXIST.) C18 y y 500 TYPICALCROSS STREET i _ • • • • • • • -- -� C 3 0 • } 30 I WORK AREA �- — — — • • i • --• — -t — r- •— • • • 4YP. • !� 10.00' MIN. 5.00' T — — — — — — — — — — — — — — — PLACE WHITE - - C18 C20(LT) TEMPORARY - — — — a 40 �- MARKINGS 500.00' 500.00' 10 : 1 VARIES • C18 _ R18-2 � • IF NOT EXISTING) 500, HAVEN AVE * . . _C21 C-30 NOT TO SCALE ion: t i • lo:l I C-21 JYPICAL CR SS STREET � Z-cao 500' C-18 �-RIS-2 _ • Ir NOT EXI IN 4)• EXIST. MEDIAN C30 ( - - WORK AREA �� — — — — — — — — •— C30 - • W_ — •— — • — — • — —� — t — 5.00' TYP. •— — 10.00' MIN. I • — — — —• — -• T r • — • — • — • r — • • • — LANE LINE PER PHASE 4I FPLACE WHITE TEMPORARY MARKINGS \ C13 I HAVEN AVE , 400' TRANSITION 500` � C18 TRAFFIC CONTROL NOTES DESCRIPTION OF REVISION DATE CITY APPROVED: * SEE NOTES SHEET NO. 24 CITY OF RANCHO C U C A M O N G A * PAINT No. 1 AND 2 LANE LINE UPON COMPLETION OF PAVING. TYPICAL TRAFFIC CONTROL PLAN PHASE 5 HAVEN AVENUE APPROVED BY DATE,4-b7&-9_w CITY ENGINEER R.G.E. No. 0f PQ DESIGN Q ` 'i✓jp�l RECOMMENDED 9035 Haveh Avenue, Suite 105 GOA Rancho Cucamonga, California 91730 DRAWN O No. 1193 z SHEET (714) 944-5400 TSY rn 27 38 xn.CHECKED DRAWING NO. CONSULTANTS • INC CIVIL ENGINEERING SURVEYING M•� , 1913 DATE � FILE N0. 11167 5036TC5 HAVEN AVE . CROSS SECTIONS STA. 0+00 TO STA. 9+50 SCALE HORIZ. 1"=30' VERT. 1"=5' 2+00 4+50 7+00 9+50 4y'A S BAY 8' 62.00' 52.00' 4.00' 4' 1050 1037 ��° G 1042 1046 JiN R G0 11 1 ° 1048 r' J ° 1040 o ' o hRR 1035 (1.77 )4 ej �p 0 l OR R� 1033 ___ 1038 ' o ° 1042 c R° 0 1046 (2.75 x .2 (3. 5 -- - 1044 1031 ' ` -_ 1036 1040 1 =x o O .T x0 R• 1029L 1034 s 1038 `'� 104100 60 20 20 oR 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 1+50 4+00 6+50 9+00 BUS BAY 52.00 ✓AIL 4.00' STABILIZED S. SHOULDER 4' 1.00' 0 2% (TYP.) 1042 1045 1049 a 1036 r,�'°,r CG r W ,'o, �° .'o,► b �c� � " 1040 � ° 1047` 1034 ° J ` , 'o 9 '�° o Os �s �° o �� 1038 °.� �o s , �� ti �` 1041 ��o oR 1° 1045 lc 2.26 0�. 1032 : ; 1030 1036 3.12 _84 X 1039 1043 A _CONS ',CT. E::�:d 1034 3s� 1037 �'A 1041 0 1028 100 60 %0 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 r r 1+00 3+50 6+00 8+50 48.00' 13 00 51.80' 38.60' 9.4' VARIES 67.00' ( ) 67.00' 12' ,'°� 1048 W VARIES-SEE PLAN 1043 in 1035 a.o ' 4' _ _ 1041 0 ° o h � � °T a F�, � 8 - 1 T , �9 T '� , �� R�, l pMR R > > 1032.67 TC (1031.69 FS �p°s �5 1041 - `j� 'x o b 1046 0 1 1033 ° a 10399 r o �� . s ` o � J eti Q F� n O 2.57 1° 6 4'222 1 1037 °.r s o� �� '0 1039 5� 1044 1031 _ `' 5. 1042 1029 ° v o wtTWITHo l¢rxr 1035 1? 1037 �8 � 00 A.IE-N M, 0 9 *� 1035 1040 q 1027 1033 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 0+50 3+00 5+50 8+00 5.00' 48.00' 53.00' 5.00' 1048 � -- - ° 1039 1034 1044 F 2 .11 1046 1032 1037 104 pk 1044 s 97 , oR Ll X) .o5 1030 103 C 1040 (2.21 X 1042 1028 CONSTRUCTo.42'Ac/ 1033 1038 O ti Q O R7 SEE PLAN FOR LOCATI S & R` 104000 60 ,o �0 20 ` 60 100 1026 DIMENSION p 1 031 F 1 `�Q 1036 '' 0 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 0+00 2+50 5+00 7+50 z 01 < 40.00' 4.00' M 48.00' = nP• STABILIZED 103$ 100 3� a SHOULDER 1043 1047 ! 1033 o s N o ( 9 ro p h F 0 � F 1045 °x' °. 1036 1041 1031 o T, Ir 1043 o 1039 { .56x) X) 3.43X 'y\ (2.95 1029 1034s rc o F e o� RF R . _ 1041 1027 ,° o��a 1032 'O 1037 4• CONSTRUCT J ,o A1035 �° 1039 ° 1025 1030 J 100 60 )0 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 9035 Haven Avenue, Suite 105 Rancho Cucamonga, California 91730 (714) 944-5400 Fax (714) 944 2790 CONSULTANTS - INC CIVIL ENGINEERING • SURVEYING SHEET 28 OF 38 L./w�. / L /�1C I 5036X1 HAVEN AVE . CROSS SECTIONS STA. 10+00 TO STA. 19+50 SCALE HORIZ. 1"=30' VERT. 1"=5' 19+50 12+00 14+50 17+00 CONSTRUCT 48.00' 62.00' 48.00' 4.00' 1 2, TYP STABILIZED SHOULDER 1066 1062 O 2% TYP. G 1054 'o G o s fps �G 1058 1060 s> s� s� �. 1064 1052 , �o p 1056 osr '� `� . a� �G pss 110 h� �s c ,° 60 r 1058106R7 j 1 .6 z 1050 1 2.38z 1054 2•s z 1060 1056 1048 1 - ---- e� _ �s �� 1052 —� 1058 1046 100 60 20 20 ° 60 100 1050 ,,o 105400 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 r 19+00 11+50 14+00 16+50 Z 48.00' 62.00' FEATHER OUT m ( ) 1061 1065 o 1053 1057 G� O O s ! 0 \16? O 6 2 1 s ? 'o O s� r �, m ,�G 1059 1063 � k 1051 ' o s r 1055 s ss L—T== ° o`' '3°h h2.4 S 7 � �10571049 " `' �° °k 1053 1061 - 1.37 _ ,Q 1055 1047 1051 1059 �>gal �• 1045 !S1,1011053 1049 3 60 20 20 60 100 1057 1 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 00 18+50 11+00 13+50 16+00 48.00' 62.00' 5.00' 4.00' VARIES STABILIZES SEE PLAN 1065 SHOULDER 105 Iff- 1052 1056 /005"kX ,moo °h 1063 10571054 4 x)1050 61061 k 21055 ',s sSsFA (1.46 %,p) ' 'o 1048 105 6z o sss r c�°o• 1.93 X) 2o Q by 1059 - 1046 1050 1 1053 C)NSTRUCT- 0 42' AC/0.3 AB 1051 100 60 20 20 60 100 104400 60 20 20 60 100 104800 60 20 20 60 100 100 60 20 20 60 100 1 18+00 10+50 13+00 15+50 48.00' 62.00' 5.00' FEATHER OUT 1051 1055 s m 1060 1063 ' o o`' 4 1058 'QX ° '°ss o 1061 s 1049 s F F F� 1053 ' o . s ° ,` ,01 > r° j1b y- 0 1. O6 X) 2.8 L 1051 (,s6 224 z) 2.s °s° �° k �P 1059 X 2.9o�c 2.0 1056 1047 --- -- s A (�.�2 2.22X) 2.0 ` o '. 4 s 1054 - — -- , 1057 1045 1049 ° �0 h 1043 1047 J 1052 �0 1055 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 15+00 � 12+50 17+50 10+00 8' 62.00' 1051 1 36.00' 4 ,'os G 1061 1063 (1 G .y0 V 7O > 1049 ' °�'> a o 1052 .o° e �e 1059 os G 1061 0 os>Ire ' S '1 1057 kO FV 1059O 1050 1047 s ' (3.10 9 X 1 ss ° 1057 1045 -- — - 1048 '9 k 1055 2.6z 1055 �¢t1�`atrr•�•i*• 1053 1043 > 100 60 20 20 k 60 100 104600 60 20 20 60 100 100 — 60 20 20 04 60 100 100 60 20 20 60 10 9035 Haven Avenue, Suite 105 Rancho Cucamonga, California 91730 9 (714) 944-5400 Fax (714) 944 2790 SHEET 29 OF 38 CONSULTANTS • INC CIVIL ENGINEERING • SURVEYING HAVEN AVE . CROSS SECTIONS STA. 20+00 TO STA. 29+50 SCALE HORIZ. 1"=30' VERT. 1"=5' 22+00 24+50 27+00 29+50 BUS SEE PLAN SEE PLAN BAY !�°,9 �G5 �ICA� G 1070 1073 ��°� �~ 1077 1081 _. 1079 2.4 B � ti 1068 1071 1075 850 2 - 4 X 'L .77 10771066 1069 2 5 s UCT 1075 1064 L 1067 7;.42" C/0.34' AB 1071A o 'J 1 1062 10651069 1073 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 21+50 24+00 26+50 29+00 4.00' VARIES-SEE PLAN 47.00' 4.00' STABILIZED 1.00' 1.00' STABILIZED SHOULDER SEE PLAN SEE PLAN , �G SHOULDER r O 2X ,°oj 4 1069 0 2% W ,'qs e`G� 3 Wv0 1077 1080 ! ° '. `ory� , o " 6 �- G 1072 h , �� r o� �Q ,�y 1078 om 1067 > > 9 1070 'e s 1075 �° 0 - ^off ofO h FA 1 � o k1 10 R !J .A (1.85 2.18X (1.65 z) 1.70 All, s FA (1.96 z) 1.87 X , 1073 `° 09 X ` 1076 3.2 X •�. a 1065 1068 2 2t _- _ , \ — — — 1074 o BUS BAY 1063 \ 1066 CON TRUCT CONSTRU T 1071 \ o �R 1072 1061100 60 20 20 60 100 1064 1069! i I I I I I I I —1 00 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 21+00 23+50 26+00 28+50 49.00' 10' S' �G SEE PLAN SEE PLAN 1071 �° k� 1080 '° G 1068 'o , 's s r �o F 1076 ' o �' 1069 h � sX 0 1078 p (t.87 1.9 1074o, 1066 o s 1076 1.s3X 1067 WA S A (t.83 2.33X ` 1072 2.35 1094 X - — 3.6 9 1064 1 — — ti - B' c. CURB - — ' 8ICK cc 1065 °� 1074 s 1062 ti1070 1, h o`O • o 1063 10721 1 1060 100 60 20 20 60 100 1068 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 20+50 23+00 25+50 28+00 49.00' '+ ,° �G � /'°mss •LG k � 1067 ' 1071 � ?• �0 1078 ,° os o G ,o 0 8 ° 1074 1065 1069 s 'os �s s r�, obb� 1072 1 °^, o� 1076 . 3.18 5 6 — 1063 s A 1 X� 2.0 X 1067 X) 1.93 X - -- — Q - - 1070 1074 8' CON,. CURB ,° � t, ,0 8' THICK CC 1061 �, 1065 �� 1068 F 1072 !�A BAY a. 2'A'C/0.34' AB o 6 1059 1063 1066 1070 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 20+00 22+50 25+00 27+50 47.00' 47.00' 47.00' 47.00' BUS CONSTRUCT 4.00' a 40.00' BAY 1068 STABILIZED SHOULDER `'' TYP• _ 1'S 1071 1074 '° �G 2' 1078 I.UV-0110- G O ,O' ► , A S� ^h O� 01 � 1066 a 0 , G 1069 ss °ss' `? ° 1072 � � s � � ° �, o ° 1076 os ►Q 1064 os� ' �s �1° ,00�ti ti`' 1067 x F °6 1070 • 1074 — REMOVE 1065 Q 1068 1072 c sTRucr \ 3 CON l: UCTI T CURB dt 4 GUTTER 1062 - '� -_—_ Q 6, _ 1p 0.4 AC 0.34 B IML 2:1 TYP. q�p 7�/E�RLAY 1hl1TF? 0.15' O`' \ / 1066 1060 A :>N•1�•t. 1063 1070 100 X60 �u 20 1° 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 CONSTRUCT 0.42' AC/0.34' AB 9035 Haven Avenue, Suite 105 Rancho Cucamonga, California 91730 (714) 944-5400 Fox (714) 944 2790 CONSULTANTS • INC CIVIL ENGINEERING • SURVEYING SHEET 30 OF 38 5036X3 HAVEN AVE . CROSS SECTIONS STA. 30+00 TO STA. 39+50 SCALE HORIZ. 1"=30' VERT. 1"=5' 32+00 34+50 37+00 39+50 1097 1093 �G 1087 1089 O o° /ON c�' G 1085 �, e � r�, 0 0�• o� �e 1091 r e� s 109 1087 0 * s 1 ► F ° o 0 0 h 0 J e . e x 2 � 1093 'L 5 1 1 5 1083 — 1085 �J °� � o z 4 �o � 1089 5 3� .s — s�c ,°�� - 14 1081 5 e o 1083 0� 1087 O - 1091 0, --0� ' I T o 1079 °9 `, 100 60 'A 20 20 60 100 1081 1089 1085 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 31+50 34+00 36+50 39+00 ° �9,�, � 1096109 1085 1089 0 , °9 (2.3721088 3 4° 109 ,� 1083 c o folb •ss �,y. yoG G 1081 ? (2.13 - — 2'36 z t ° 1085 s�r� ('NI r. 1079 ° k� 1083 1084 1090 O JQ A %0 1082 1088 1077 1081 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 31+00 33+50 36+00 38+50 47.DO' 47.00' 8' 4' 1084 6 1088 1091 G ° 1095 PIr ' 1082 ' s r�, �o o �, �o 000 1086 ' s �a k '`ry a 1089 'o� �' ,°o� ' ^` `� s 1093 0 4�,s °oti' • e V/4 4. r�, 0� 0 s� ( J o a 0 1 .4p z v C� 3.1 , 2.09 X 1 091 ��c (2.22 1080 "�' 1084 .35 (2.0 0 1087 5 - - 5 k �e �s 1089 'o . 1078 °' 1082 ' 1085 0 T `d° �iq 60 1080 bio 1087 1076 1083 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 30+50 33+00 35+50 38+00 49' TYP. 1082 °' °� h��e 8' �G G 1088 1091 109fXCIV5 ! h a h k C7 o F� , s , 1093 0 9 k o 0 89 1 s 10 0 1086 , 0 0 1080 s ° ° , s r�, o� �� a A"PAS ° S ,0 6. yo F , s�r� o� �. .s $� 1087 ,o °� 1091 r e o 1078 , Q Yj 1084 l �, (2.39 .34 z , �0 2. g l % (2.22 E 3.i p e o — 1° 1082 1085 s 1089 O 1076 �� O 9 0 1080 s 1083 Q 1087 1074 ° 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 32+50 35+00 37+50 30+00 49' TYP VARIES-SEE PLAN 5' 47.00' 44.DO' STABILIZED SHOULDER 47.00' 47.00' 47.00' 47. 10' 10' �G 1082 � 12 1087 1090 1094 ° O G ° 1 ^ ^�'��° ^0 O S 6 �S r 9^ R 0 e o 9 S rO G 1080 A9 k 1088 y 1092 - — 1085 '°� 2 ° ,�o 0 Fs •!S s, 00 , } F 1078 .5 0 , e e 1086 �' (2.t4 (2.ip ,° `° 1090 s r0 1083 g - - JPRANDR ° 4• _1 5 6 1076 k GSD /I►AN1�s _O.�► Q `)� CONSTRUCT 1084 °� — AND OJ6RLAY iTN 0_15;, of, ^0 0.42 AC 0.34 AB 1081 9S 1 088 O { ++ t KM 42' AC/0.3 ' AB GOi.p rt.1N6 T�7 O•�6pGEPIQ oa 1074 'Q1.110791 1082 1086 op h-WIA. _i 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 9035 Haven Avenue, Suite 105 Rancho Cucamonga, California 91730 (714) 944-5400 Fax (714) 944 2790 CONSULTANTS • INC CIVIL ENGINEERING ' SURVEYING SHEET 31 OF 38 5036X4 1)it) Alef • HAVEN AVE . CROSS SECTIONS STA. 40+00 TO STA. 49+50 SCALE HORIZ. 1"=30' 42+00 44+50 47+00 49+50 1100 1104 �� 1110 1116 ' s -9 1102 , � •, 1108 o ° 1114 �1098 1 , J X 1�0 (2.03 22 x ? 11096 1106 — 1094 *� 1098 099 p �'� 1104 Q 1110 — `e 1092 1096 ` 1108 100 60 20 20 60 100 100 60 20 20 60 100 1102 100 60 20 20 60 100 100 60 20 20 60 100 C 41+50 44+00 46+50 49+00 SHO SHOULDER 4' 47' O 2% 1" 1108 " 1099 �� 1115 1104 hb 1097 r! °.ter ,p°�h' � ,y� F� �� o� ° .,� k� � c. 1106 !'o c ` 'R 1113 r o 'o��a 1102 !09 9 x O ,,V fl- O� �`ti g 1095 }� (0.91 - — -- 1104 45� s ` A— 06z 4. \ 1100 s rc ` ` o� . 5 s 1102 1109 e 1093 1098 9� NSTRUCT , 1100 1107 1091100 60 20 20 60 100 1096 �'O `0 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 41+00 43+50 46+00 48+50 47.00' 47.00' 47' 47' 1099 1104 1107 �4 �� 1114 1097 °9 s;ss `'° 1102 0 0 1105 ! o F C , O Ocil '� s r�, 1 0� 1100 9 s o 0' P• A $� z 1110 ''oe 1095 1103 _... k3 •2 ,r. O , S !• •1 1093 Q 1098 '' 0 9 — 1101 1108 — 9� ph \e O 1091 G '° 10961 1 1099 1106 �, 100 60 ,0 20 20 60 100 1 100 60 20 20 60 00 100 60 20 20 60 100 20 20 60 100 . 100 60 40+50 43+00 45+50 48+00 45.6' 47' 47 1098 1102 '0 1107 1112XN rl,4 9 O F� 1096 `? p� ° 1100 c ,s ` ° ��. �6 1105 o �3 "R 1110 M t• > S L 109 4 Gr 0 1.26 X 1° 5` 109 8 f''S 9 An a o 1108 ' �o (z.37 x 5 — 5 1103 1092 1096 - _ '► �� s9 1101 1106 10901 1 1094 , 100 60 20 20 60 100 100 60 20 20 60 100 1099 1 1 1104 100 60 20 20 60 100 100 60 20 20 60 100 40+00 42+50 45+00 47+50 45' 47' 1101 1106 1111 1097 / , ,009 !! > F� 5 6 O (t tr 1 J 9 � , $, •4 � �,�. ,y !o o ?J � `� ° � 1109 � r , � A F 1095 >s ro �. 1099 s s , 1104 h O ~• ►, _ ! .2° 1107 1097 1102 ` p 1093 1.97%) 2 6z ^ \ vFLAkZ fio ,0.W 1095 ° 1100 e 1105 1091 hNC ova Y+l►Tti a.lb' 0 a� Y o� ° o O M• AR 1093 1098 1089 100 60 /A 20 20 60 100 100 60 1 1 ` 20 20 1 60 100 110 00 60 20 20 60 100 1 20 20 60 100 00 60 9035 Haven Avenue, Suite 105 Rancho Cucamonga, California 91730 nb (714) 944-5400 Fax (714) 944 2790 m C_ � CONSULTANTS - INC CIVIL ENGINEERING • SURVEYING SHEET 32 OF 38 ��• I / 5036X5 HAVEN AVE . CROSS SECTIONS STA. 50+00 TO STA. 59+50 SCALE HORIZ. 1"=30' VERT. 1"=5' 52+00 54+50 57+00 59+50 47' SEE PLAN 4' 47' STABILIZED SHOULDER 1. • 2% 1120 1120 . , , �c ! � � s ^ Q 1126 1130 ' c ! 1 1118 !' s� �♦ F �' 1118 1124 s ♦♦ b� RO ti ♦ _ ♦ h h• ♦ ♦ 11 ♦ c , 28 ♦ A 1.88 ! r ,♦ ♦ �, �� , 6• O ti ti ♦e ! ♦ 2S 'Ss. ♦ry ♦♦ .` O o 31126 461116 A 11164 1122 .- 7 x 37 Q -- 1114 1114 ♦h. 1120 - 1124 CONSTRUCT 1112 1112 1118 100 60 20 20 60 100 20 60 100 1122 100 60 20 100 60 20 20 60 100 100 60 20 20 60 100 51+50 54+00 56+50 59+00 47' SEE PLAN 1119 1121 1130 .,� , e 1124 ! Bj�r ,�b 1 ♦ ' !i .� �`L F !!`� '2 2 ry Fy ^ 1128 1117 1119 , 8 r� ♦ti o �. >! s , ♦` s 9 r �` b b ti 1122 ! ,� ♦ ti !, ! � r�, '9 .o 1.71 z ly ♦ , �9 .� (2.21 -- 0X) .45 11261115 1120 S s •41 0 •37 1113 1115 1118 1124 , . 11111113 1122 100 60 20 20 60 100 100 60 20 20 60 100 1116 100 60 20 20 60 100 100 60 20 20 60 100 51+00 53+50 56+00 58+50 47' 4' STABILIZED SHOULDER 02% 1118 ! 1120 1124 1129 ! !js r 6�r�, ♦♦' ,b. mob' h R !! !i! 1116 '� '� �R R ? 1118 1122 ! 1127 ox 24 2%) 2.o z 1116 x - _ 1120 1125 1114 -- ' 2:1 FS A (2.13 x 00 X) 8 �S ° .3 6g 1 � . 1112 0� 1114 o+fbRtP.A 1 H Q. �Q CO STRUCT 0.4 ' AC 0.34 AB / 1118 1123 1110 1112 �` N•M 1116 1121 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 50+50 53+00 55+50 58+00 47' 39.00' 1117 1120 'i �F 1121 '� '!B9* � 1128 ! n C' ♦ ♦` b °� h R1 >>17 ! `♦ s♦^ o♦, 1 1 2 6 ! `� 'Ab 1115 ? s 1�. t' 1118 b 1119 e r y• �, n c a .,♦ ♦ ` ♦♦ S A.� (2.33 2.04 X) .42 ! !! �+ ♦ L . – — - 1113 ----- -- 14 X 1116 _ --–-- -- ---- -- -- 1117 1124 ` !' (2.38 o z) try ♦ry 1111 ,ti 1114 1115 1122 1109 11121 1 1 1 1 1 1113 1120 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60- 20 20 60 100 LIMIT aF WORK 52+50 55+00 50+00 4' 47 TYP. 47' TYP. 4' S7+50 4.00' 47.00' 47.00' STABILIZED SHOULDER STABILIZED SHOULDER 43.00' 39.00' STABILIZED SHOULDER • 2X 1 • 2X 1' 1' 02% 1119 /? ?�2 ? ' S ♦ , � s !!' s ♦c ' 0 1121 c 1117 •N ♦z `b ♦� 1126 1117 1115 1124 1119 4x (D9 _ F x (2.62!,x ,�9�ir�, ♦`titin3 4 zO2t1115A 7 1117 11221113 ) . 1c,>ti♦Z' • ♦� 'S5 9 ;o S.WPM — - Q 1113 1115 o1/eF+�+Y w%To .0• 112 0 1111 Pc.A,N� a 0.15 'P V_ H.M. CONS CT $� OVCW.AY WITH o.15' OP ,til 0 TR T 0.42 A,-/0.34- AB A•1�• S4 '` 1111 - -- 1109 1113 0. Ac o.34 A9 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 111800 60 20 20 60 100 9035 Hoven Avenue, Suite 105 Rancho Cucamonga, California 91730 (714) 944-5400 Fax (714) 944 2790 4 SHEET 33 OF 38 CONSULTANTS - INC CIVIL ENGINEERING • SURVEYING 5036X6 HAVEN AVE . CROSS SECTIONS STA. 60+00 TO STA. 69+50 SCALE HORIZ. 1"=30' VERT. 1"=5' 62+00 64+50 67+00 69.50 47.00' 47.00' 10' 1136 1141 1146 1149 4-1 C111 1134 '' ?b 1139 ','' �� ° ,y� �`� 1144 '�► �' ?� �� ° ° 1147 .� .cC` ,,� �1' h� �, 6` S `.,� � `, ,"`�'S1• � 'i •? . lC' ,'`,R`' ,• R0 2 G'e ', '`.RR. __ 01 , °6 A _ 22.20 .33%-( -) 211137 1132 1144�11 1 1145 4. 2 1130 1135 1140 _-- Q 1143 1128 1133 1 1138 1 1141 100 100 20 60 100 20 60 00 100 60 20 20 60 100 60 20 20 60 100 60 20 100 60 20 00 00 0 0 00 00 61+50 64+00 66+50 69+00 47.00' - 1140 - 47.00' 7 00' 47.00' 9'+ 5.00' 47.00' 47.00' 1140 1145 1148 1134 ' o �,, , �, F •s� h 1138 � s,�� h ,� �G� 1143 A p' R� 1146 1132 _ ' "` s' ` ,� '° 1136 ss `1 1141 , ,`� 1144 �T 2.5 1130 X ° 69 5' IDEWALK CONS----- - 1134 �Q _ CURB CT a 1139 Q 1142 °y 1128 ,R CONSTRUCT s" Pee BysB* 1132 0.42' A /0.34' AB 1137 ,I 1140 11261 1 1 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 61+00 4.00' 47.00' 63+50 66+00 68+50 42.50' 47.00' 47.00' 47.00' 4.00' 47.00*47.00' 3' Bus BAY 1139 4' 1144 1147 41\111- RR �' 1133 �. 1137 1142 1145 1131 r C ,� h A > >S S �, Rin if; Se.>� 9 .` 1129 FA a� .,$ 1135 A 4 X 1140 xe ,2.2 X , - 1143 Q 3.1 1127 1133 R� �Q 1138 \° Q 1141 , 1131 1136 1139 1125 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 60+50 63+00 65+50 68+00 47.00' 47.00' 47.00' 47.00' 47.00' 1143 ,1 1146 1132 1137 9 F -Q S l F 1141 >> 1130 1135 Ts 141. F FA (2.37 ost In s s 1139 2. . 1128 - - z 1142 \ R _ \ 1137 ° 1140 `R 1126 1131 1135 1124 1129 100 60 20 20 60 100 1138 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 4.00' 47.00' 60+00 47.004.00' 62+50 65+00 67+50 STABILIZED 42.50' 39.00' STABILIZED 47.00' SHOULDER SHOULDER 12' 47.00• 47.w 1146 1142 ' 1136 1131 ra F , A: `� ° ° 1144 1129 1yy. 1140 , S ��y ^ ,ti 1ti ' 1134 �� ,� ` �� 1142 2.16 X) .14 1127 A - --- 2.3 X 1138 FA 43 z TRUCT - - _ 1132 CU i RB 1125 cake r►.e�N 1136 �Q 1140 1130 CONSTRUCT 8' N M 0.4 ' AC 0.34' AB 1138 cONSTR CT 1134 1123 1128 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 9035 Haven Avenue, Suite 105 Rancho Cucamonga, California 91730 (714) 944-5400 Fox (714) 944 2790 CONSULTANTS • INC CIVIL ENGINEERING • SURVEYING SHEET 34 OF 38 5036/,7 72+50 80+50 SEE PLAN 5.00' 52.00' � HAVEN AVE . CROSS SECTIONSSTABILIZED 1165 SHOULDER 1153 ° R� STA. 70+0(4T10 1 SjA. 80+50 1 SCALE HORIZ. 1"=30' 1163s\ s c 1151 c '+e 'si - ' ,"°j �• aa• 75+00 1161 ,b ,,bW 1149 77+50 A 20 x 6. BUSBBAY 54.00' 1159 — -- 1147 1157 1161 1157 1145 1 '' 100 60 20 20 60 100 s 100 60 20 20 60 100 1155 s '�4�'° 1159 ' ? ._ C' ^� ti 'L• 1153 J� 'Fo 2.12 ) — - (1. 1157 - 0 5 7 1151 1155 72+00 ' - WNLOKUM �, 80+00 11491 1153 100 60 20 20 60 100 100 60 20 20 60 100 51.00' 47,00' 1152 '' '`GJA 1165 / ' •ss Ab 1150 1163 1148 s 1161 1146 74+50 77+00 1159 _-- 1144 11571 1 100 60 20 20 60 100 100 60 20 20 60 100 1156 1160 1154 �, 1158 11 52 .o (2.09 - ( 44 z) �� 1156 '` ' (1.37 71+50 79+50 47 TYP. -- 1154 Q 43.00' VARIES 1150 cl° 50.00' 47.00' V ES 1 1152 1148 1152 1163 100 60 20 20 60 100 ., 100 60 20 20 60 100 ti 1150 `�'�r ' 1161 — x, 161, 1148 � F'O 57><) - - - . - (i.e4 ` 1159 1146 1157 r E 1144 1 74+00 76+50 1155 100 60 20 20 60 100 100 60 20 20 60 100 1156 � 1159 1154 r 1157 s, mss: 4 G i / <4.- J �' �^ h°' .� •sJ m �h '' J' 1 5"' h"• 71+00 *. F,� (2.41 x) 79+00 1152 s 1155 1.39 X - — - - 6• 50.00' 47.00' 1150 1153 VQ 1152 1 1162 1148 �y 1150 . b Fc�' 100 60 20 20 60 100 115100 60 20 20 60 100 1160 4' 1 114$ 1158 .96 7� p - - .4 1146 \ 1156 1144 ��" 1154 100 60 20 20 60 100 7350 7600 100 60 20 20 60 100 43.00' 47.00' 14' 1155 1159 70+50 1153 ''s ', e ,6 1157 J 1, 78+50 ' 's : � ,� 1K 1151 '° ° 4 x) - 2.0 .'�`' �P' 1155 e o 0Y. (2.59 1150 X -- - G 1149 1153 1162 , cG ' 1148 ' '' 1151 1160 '° `�" 1147 _ 100 60 20 20 60 100 1146 6� 100 60 20 20 60 100 1158 � Q 2• � 1144 aPV 1156 Q 1142 1154 , 100 60 20 20 60 100 100 60 20 20 60 100 E 75+50 73+00 48.10' 47.00' 1155 40' TYP 40' TYP 1158 4.00' 47.00' 70+00 ,, Ak 78+00 STABILIZED / S t SHOULDER 43.00' 47.00' 1153 '� �`' 1156 'J ,r s, `� 1 t� 6 y` BU.00' 1149 ' 'a `Gy 1151 9 s "� s" 1154 ?' s ' 1161 (2. 7 �G (1. 1 ` � 4 X .; 1147 's s 1 h ,� 1149 Ile 111152 1159 s�0 2.2 x) _ -(2-12 1145 5 _ _ _ _- - _ 1147 11501 1157 14 (2 p6 �) 1.'34 z) .> 100 60 20 20 60 100 100 60 20 20 60 100 ` 1143 co�v�rw►N�to 0.l'3' v� "y 1155 ry 1141 a p 9035 Haven Avenue, Suite 105 1153 100 60 20 20 60 100 Rancho Cucamonga, California 91730 100 60 20 20 60 100 1 (714) 944-5400 Fax (714) 944 2790 CONSULTANTS - INC CIVIL ENGINEERING • SURVEYING SHEET 35 OF 38 5036x0 HAVEN AVE . CROSS SECTIONS STA. 80+50 TO STA. 90+00 SCALE HORIZ. 1"=30' VERT. 1"=5' 82+50 85+00 87+50 90+00 21, +31' k16, 1 �ZI -t lb.5a +SI.501 I + l( 5�1 t 3D.5d 1169 1174 1177 ''�� 4y ICIL 1182 11671172 9 r 1175 Q1180 s Ei4_ R°' �b_I i '61.68 X)1165 1170 F 2. 3x) 1. 1173 1178 �' FAy. (1. - (1.39 X� S - -11634.00"/. 1., (Tyr.) �� ,� e 1168 / 0 1171 1176 , k o� 1 1 1161 1166 1169 1174 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 82+00 84+50 87+00 89+50 -t1'7.W' + 3p �' rlbs0r +3t.5a1 ±21 31 1173 1176 1180 titi~F� G 1168 !,!s ~G5 '� `�! !' 1171 'sa �� l 6°�' RF b F 1174 rx �� 1�ti Q1178 s R9 ! 6�xs F G ! !6 y+ �° �' �� 0 � q . 1.55 X) 1166 ! o ! s c ,� . e I s o� - ��S Fq deo , 2. 1.71 z) .46 - c F 2 2 29 z 1172 - 2• - 1164 � Q1169 �/a. x) - 1. i Q 1.03 1176 Q - 0 1174 1167 e 1170 1162 Q ,6 . 11651 1 1168 1160 1 100 60 20 20 60 100 100 60 20 20 60 100 1172 100 60 20 20 60 100 100 60 20 20 60 100 • 81+50 84+00 86+50 89+00 I�.>;o t3d50 �. 1 1 -lb tat 50 se A i 2050 + 5b 1172 ! !s 1175 �! � ��Qb y 1179 1167 I ! o ! R 7 F 1165 , 's ? F G 1170 1173 ss A `,� 1177 Q S •o .I' A ° .43 X o Q ? ,� ,� �� 1168 .�° z.4 x) (1.23 z) --- - - 3 1171 % �� 1. 1175 116 3 z ---- -- - 1161 e 1166 ^tee 1169 1173 � - 1164 1159 100 60 20 20 60 100 1167 1171 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 81+00 83+50 86+00 88+50 4.00' 52.00' 47.00' BUSBAY ' , +I6 Sb t 5(-90 STABILIZED - t 21 so t,� I 31.50 ( pt ER 21 + 3I` 1176 ,� > 1166 1171 �i 1178 � R 1174 P� 1164 '� �� G 1169 's o�' R FQ , !, x o { 1176 9' s 1. a x) ,, ' {, , C' `, o . ti� .�0 ''6' !6S , ,fo �`Ob0• ! ' ,.6� S P 1172 x 0 116 2 J* c� `o° 1 `0° 9 �F - _ 1167 2.e x) 1. 8 s ��q�/° 3 , s yo 1174 --RE M I 3 1170 �h 1160 ` - _ - -- - EXIST. c 1165 / ^ �� 1172 1168 1158 0.42' AC/ .34' AB .6 o s" PCL 11631 100 60 20 20 60 100 1170 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 C rk 80+50 83+00 rk8+00 40�, TYP 8 4.00' 52.00' STABILIZED VARIES 85+50 47.00 SHOULDER VARIES 47.00' SEE PLANS ' I (TYP) 6' VARIES f �. 40• TM31 S0' 1177 i I s�9i1� � g OCG n. 4' - 1165 1170 1 1175 1175 s� 0. 9 x) (1.66 1163 , 4 ss Q 1168 �� 1173 F ,� oy yh P 1173 -- 1161 173 y` 1.16 X Q1161 ,o °,F' 116 6 'e� 2. 5 (1.48 `o�� - 1171 00 0 2 x) 1171 1159 MAge -0 0. 91' P . e 1164 1169 1.03 % PpVek2.AY wITH4945'014 llt�AAA-44-M 11 69 1157 ho `°0 1162 1167 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 9035 Haven Avenue, Suite 105 Rancho Cucamonga, California 91730 (714) 944-5400 0 Fax (714) 944 2790A2vc1h �NT ,eoM STtt.>�t��J00. Q1�2'3 ��Z CONSULTANTS • INC CIVIL ENGINEERING • SURVEYING SHEET 36 OF 38 DESCRIPTION OF REVISION DATE: CITY APPROVED a036X9 4' HAVEN AVE . CROSS SECTIONS STA. 92+50 TO STA. 100+00 SCALE HORIZ. 1"=30' VERT. 1"=5' t to t 3.bo '92+50 95+00 97+50 100+00 47.00' 50.60' 47.00' BUS BAY 1186 I 1190 ' 1195 1200 ' c� a R` ,y F90 s�! �` 1198 Q 1184 1188 k 1193 1 15. -h > e1' \\�\ 1 .(�' 8S J� C� '` `eb ,,0 0h 9 O ,�O „�•. S> SS 1`0, . �h 1182 _— (1.66 z `+ 1186 �s FA ----- 2.s _ 1191 �s E`o (�. a x) (�. s X) 1196 x 2.73 1180 Q, 63O• -- 1184 e -- — 1189 1194 _ e° 11781 1182 1187 1192 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 I92+00 94+50 97+00 99+50 _456 t 3a.50' >, �G 47.00' 10.00' 1184 � >'ea�� 1189 ! BUS BAY 1194 1199 RZ Q 1182 �e � ` 1187 t 1192 1197 — IN, 7% 2.4 � �hs 1180 1185 1190 1195 e, G 1178 1183 1188 1193 - 1176 i i 1181 1186 119 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 00 60 20 20 60 100 NOT A PART , REFER TO HAVEN AVE . ( CIVIC CTR . DR. TP FOOTHILL BLA IMPROVEMENTS 191+50 94+00 96+50 99+00 6.00'* 40.00' 57.00' .00' BUS BAY 14.00' 15.00' 10.00' 1185 1189 BUS BAY 1193 1000, 119N118 ,! G 'i G 'i O , 1183 s "� Rye �° 1187 '' so R• o ` 1191 ' ,e9�. F`' 1196 ' ,�5k !, ,!j •! C . eC• �F 6�,� ! !! TS , 0 ` p 8� e. �e .t �� G� �k• ,qui .y. se I 6� ep• 1 9 •6R 6 �0 � rS fp (2. Y. 6 1194 r 9L (1. (1. 1 X) 2.7 1181 ��% '� 1185 1189 - - 2. 4. s ZyJ• — ss z \ x z - 1179 _ Q 1183 LD R•IJIE'�D O•IS� Et coNST. e" HICK 1187 ` 1192 FLAY w T 1 0.]S' F CO STRUCT P.P.C. BUS AY 0/ �• ,,o !< /t•f •1f•M• -- 0.4 ' AC 0.62 AB / 1177 1181 i _ _-_ I -- _--- _ 0.4 ' AC 0.34' AB 1185 1190 100 60 20 20 60 100 100 60 20 20 60 100 100 60 0 20 60 100 100 60 20 20 60 100 t6•so t so-so 91+00 93+50 96+00 98+50 10.og' 47.00' 43.00' 47.00' 43.00' 47.00' BUS BAY 3 14.00' 15.00• 7 1184 1188 4 92 197 � ! !' �� B !• e e' Fy , 1196d �821186 1190 - 11 Fop l 1.e • h 9 d, 1e0• 9� ° ti �y. ° 1.62 x) F (2 (211931180 1184 _ _- 1188 4 4 - - 1178 — i — 1182 CONST ZUCT �` 1186 1191 0.42r C0. ey. e1• 1�,y. A• 1176 1180 1184 1189 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 BUSBAY 40• TYP 90+50 93+00 95+50 98+00 4' 43.00' 58.20' 00' 48.50' VARIES STABILIZED 3.00' 1191 1196 1184 HOULDER 4'00, 1187 SEE PLAN 1182 ' �G 1185 � 1189 �s ' 'o `ee:1' F F1194 9' o e`�' • F� o 11 1180 ^ .(1.06 x) 1 `� 1187 's FA �- (2. 1X) 1192 �s (,. . x — (1 2 z) - _ e 1183 ll o \O•ti a 1. 0 x) (1.26 `'1 1 5' 4• 6 3:1(TIP. JQ 1178 - _ 1181 — 1185 1190 0VGWA7 WITH O•Is' vF - - 1176 A. .8-M-_ i .A0• 1179 -// 1183 1188 100 60 20 20 60 100 1jJ 60 20 20 60 100 100 60 20 20 60 100 100 60 20 20 60 100 CONSTRUCT 5-AC / 4-AB7 TTM 9035 Haven Avenue, Suite 105 Rancho Cucamonga, California 91730 (714) 944-5400 Fax (714) 944 2790 ed PAV�Ni�hl I h i ON�i� 6�AI q- 23 CONSULTANTS - INC CIVIL ENGINEERING • SURVEYING SHEET 37 OF 38 DESCRIPTION OF REVISION DATE: CITY APPROVED r� �• �C/ • /.416 7 036X10 HAVEN AVE . CROSS SECTIONS STA. 100+50 TO STA. 105+81 .83 SCALE HORIZ. 1"=30' VERT. 1"=5' E 102+50 105+00 1206 1211 1204 ?° 11 1209 !� O! ` ♦R •301 1202 s FA 2.1, ) (1.85 ` ti 1207 5.rb W-s4 z — 1200 Q 1205 Q 1198 1203 100 20 20 60 100 100 60 20 20 60 100 102+00 104 0 NOT A PART SEE PLAN 1204 ' `� 1210 '? ' .� jA, 51202 !, ,,� 1208337L) 4 '• ti,�� x� i �' JK 1200 s 5 54 z 1206 s q 33 .15 ,tiryOR Q 1198 �° 1204 - Q 1196 1202 100 60 20 20 60 100 100 6 20 20 60 100 NOT A PART , REFER TO HAVEN AVE . ( CIVIC CTR. DR. TO FOOTHILL BLA IMPROVEMENTS . C V- 101+50 104+00 i 1203 ' A 209 1201 '� '� �� 1207 1199 5 79 x 1205 '�s FA px (2.33 18 tiryo� Q 1197 J1 03 Q 1195 120 100 60 20 20 60 100 10 60 20 20 60 100 E � 101+00 103+50 9' 48.00' 4' 1202 15 t-x1208 1200 , '' s ° ` 1206 — , 1198 b 1204 - 1196 204 1196 1202 Q cONSTRUC 1194 1200 100 60 20 20 60 100 100 60 20 20 60 100 F � 4' 40' (�) 100+50 1037� +00 OULD R 43.00' 47.00• 1.00' 14.00' 15.00' 1201 ' G 1207 Nl 1199 r ° ,11°'^ lRo 1205 °e so r ti° h Fy �G 1197 ' -- -- 3. 1203 F`o (2.1 x) 0.87 1195 AN eAR A`f 1l�iWB -ra •)s' CONSTRUCT 1201 Q CONS UCT G� A'�'N'r"' - 0.42 AC 0 1193 0.42 C 0.34 A9 1199 100 60 20 20 60 100 100 60 20 20 60 100 9035 Haven Avenue, Suite 105 Rancho Cucamonga, California 91730 111111171-7- 714) 944-5400 Fax 714) 944 2790 9 CONSULTANTS • INC CIVIL ENGINEERING • SURVEYING SHEET 38 OF 38 5036X1 I