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HomeMy WebLinkAbout1605 TAPI VIA DRIVE TRFET IMPROVEMENT GENERAL NOTES ,. CONSTRUCTION NOTES: 1 . All work shall conform to the City of Rancho Cucamon a Standard Drawings and the Standard Specifications for Public Works Construction, (Green Book, 1994 Edition and 1995 supplement. 0 REMOVE EXIST. A.C. AND CONSTRUCT 3" A.C. OVER 4" A.B. PER CITY STD. loo-A FROM GROVE AVENUE TO RANCHFRIA DRIVE 20 CONSTRUCT 8" P.C.C. CURB W/24" GUTTER PER CITY STD. 104, REMOVE EXISTING CURB 2. Public and Private utilities and substructures shown hereon are from available records. The 30 CONSTRUCT 6" P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R2 do DETAIL A SHEET 1 Contractor shall be responsible for protecting all utilities and substructures as shown within the 40 CONSTRUCT P.C.C. SPANDRELL do CROSS GUTTER PER CITY STD. 106—A construction limits of this project and shall be responsible for any damage as a result of the construction operations. PROTECT IN PLACE © CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 3. The Contractor shall notify Underground Service Alert 1 -800-422-4133 and the following utilities 70REMOVE BY S.C.E. two working days prior to construction or regarding any problems. ® RELOCATE Southern California Edison Co. 909 989-586190 REMOVE AND DISPOSE Southern California Gas Co. 909 335--7712 10 RESTORE TO MATCH EXISTING HARDSCAPE AND LANDSCAPING INCLUDING SHRUBS, BUSHES, General Telephone Co. 909 469-6334 O AND IRRIGATION SYSTEM. SOD AS NECESSARY TO RESTORE EXISTING LAWNS. Cucamonga County Water District 909 483-7440 11 INSTALL 15 GAL.-CAMPHOR TREE (CINNAMOMUM CAMPHORA) PER CITY Wiltel Business Network 909 947-9441 RANCHO CUCAMONGA STD. 505. TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE, AND BACKFILL PER S.C.E. AI-4315 4. For inspection of this project, the Contractor shall contact the Public Works Section at 477-2740 (INSTALL STREET LIGHTS 5800 LUMEN HPSV WITH 6' MAST ARM BY S.C.E.) ext. 2341 two working days prior to the required date. QI 13 TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE, AND BACKFILL PER S.C.E. AI-4315 j (INSTALL STREET LIGHTS 9500 LUMEN HPSV WITH 6 MAST ARM BY S.C.E.) 5. A permit shall be obtained from the City of Rancho Cucamonga prior to any construction or 14 ADJUST TO GRADE encroachment within any City of Rancho Cucamonga easement or rights-of way.�� c t 15 SAWCUT 6. The Contractor Shall have a Class A�� o 1*e MATCH EXISTING CHURCH ST.Contractors License. U RELOCATE CHAIN LINK FENCE/WOOD FENCE INCLUDING GATE BEHIND THE R/W. SiteLi a MATCH UP WITH EXISTING. 7. Contractor shall verify all conditions and dimensions shown on the plans at the site prior t0 commencement 18 REMOVE INTERFERING PORTION of any work. All discrepancies shall be reported for direction immediately to the city. 19 CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. NSP A88 (CASE C) FOOTHILL B D. 8. C.C.W.D. is scheduled to reconstruct the water facilities within the project area prior w -W > CONSTRUCT 4" P.C.C. WALKWAY PER DETAIL C SHEET 3 to street construction. The Contractor shall contact C.C.W.D. to determine the final SAN BERNARDINO RD, a A ¢ ©1 REMOVE PORTION OF BLOCK WALL/FENCE INTERFERING WITH PROPOSED location of the water facilities, which will be different from those shown on these plans. ; o IMPROVEMENTS BEHIND THE R/W AND RECONSTRUCT END OF WALL/FENCE W J U U W i TO ACCOMPLISH A FINISH LOOK. ARROW RTE. _ © PAINT 4" SOLID YELLOW PER CITY STD. 133 (L=100') EXISTING SURVEY MONUMENTATION Q PAINT 12" SOLID WHITE LIMIT LINE AND STOP LEGEND All existing survey monuments that will be disturbed by this project shall be referenced and 9th sT, LL��JJ - ® coNSTRucT 8" P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE c reset by the Construction Surveyor in accordance with Section 8771 of the California 0 IL �� Surveyors Act. Found monuments are shown on the plans and described as follows: u _ R/W 1 s l� > SEE TABLE 15 A ON SHEET 3 12' aUJ Concrete nail located at the intersection of the centerline of Tapia Via Drive and the UJ VARIES I 4' 7.5'alley (See Sheet 2 Sta 1 +94.79). 16 �L MAX. 5.5' I °�w a Concrete nail located at the street centerline of Tapia Via Drive at B.C. (See Sheet 3 15 0.5'— _Ji W� Sta 9+42). W _ �,Z o R 3 Concrete nail located at the street centerline of Tapia Via Drive at E.C. (See Sheet 3 N.T.S. -� - -� - _2Afty - J- Sta 1 1 +86.55 . // ~ '"PER V - VICINITY MAP 1 ' NOT TO SCALE A.0 OR P.C.C. PAVEMENT TO I ��� 4]F2 swing ties t0 point On manhole at the intersection Of the centerline Of Tapia Via TO MATCH EXISTING. RESTORE ( _ _ _ — — — LO Drive and Rancheria Drive (See Sheet 3 Sta 13+94.68). WALLS ANDAPE INCLUDING LONG WALLS AND PLANTERS ALONG DRIVEWAY TO MATCH EXISTING. 3 BENCHMARK: 3' � � W PER PLAN 3' „ „ TYPICAL X - SECTIONS. F H CUCAMONGA BENCHMARK N0. 10031 B . SECTION A-A CITY 0 RANCHO CUC ONG BE I NOT TO SCALE FD. 2„ „BRASS DISK IN CONC. CURB STAMPED CITY OF UPLAND BM 613-86 '� DETAIL A A ROAD AND GROVE 1987 AT THHE NORTHWEST CORNER OF SAN BERNARDINO 0 D SOUTH NORTH SOUTH NORTH AVENUE, SOUTHERLY CORNER OF CATCH BASIN 48 FT. NORTH OF CENTERLINE OF R/W R W R/W R TYPICAL DRIVE APPROACH w 10' SAN BERNARDINO ROAD AND 36 FT. WEST OF CENTERLINE OF GROVE AVENUE. 30' 30 30 30' =SCALE ELEVATION = 1272.852 H DIST. BLOCK WALL 12' 18' 18' 12' 12' 18' 18, 12' LEGEND: PORTLAND CEMENT CONCRETE VARIES Underground % 2.o0% —T= C.A.B. T 2.316 TO 3.63E � — NEW ASPHALT CONCRETE Alert 3.�96 TO 4.50% Call: TOLL FREE NORTH 110 - - _ I I 1_0031x 1 _ _ _ - R/1N I � ,� � 1 o I I `— 3.0016 TpX- 1 -800-422-4133 _ I 2 10 TWO WORKING DAYS BEFORE YOU DIG 2 10 - - - - 2 12' _ STA 0+39.66 TO STA 3+00 STA 3+00 TO STA 4+00 2 NOT TO SCALE SHEET INDEX � � CROWN TRANSITION NORTH NORTH � SOUTH � SOUTH R/W R R W 1. TITLE SHEET I - 30' 30' 30' I DESCRIPTION OF REVISION DATE �„ :2. PLAN AND PROFILE 10 12 g' g' 2' 1s 1s 12 3. PLAN AND PROFILE ' i VARIES CITY OF RANCHO CUCAMONGA 2 -18, � \ 7 STA 3+71 .5 TO STA 4+15.5 �5' M _ _ _ _ TITLE SHEET NOT TO SCALE �' �� �� I 1 _ _ _ _ _ _ I _ _ 0 3z� _ _ _ _ _ � , - %� I - TAPIA VIA DR. STREET IMPROVEMENTS _ — 3.00 — _ , I T� — r — 2.949° TO 3.0016 10 10 10 2 4 FROM GROVE AVENUE TO RANCHERIA DRIVE REFER TO S0. CAL. ED I S 0 N AND GTE PLANS STA 4+00 TO STA 12+97.03 2 STA 13+00 TO STA 14+00 2 9a°�Ss'� ;' C�fTPYRENG NEER ,° C � RCE 2 953 NOT TO SCALE CROWN TRANSITION ���'j�`'� ati\�Z 4___ RECOMMENDED FOR CONDUIT UNDERGROUNDING . - NOT TO SCALE C9 No. 24x53 ) M PK CITY OF RANCHO CUCAMONGA �+ z 1 osoo CIVIC CENTER DRwE Exp. 12-„1-r1 * DRAWN RANCHO CUCAMONGA, CA 91730 SHEET Clv%%- PK 1 of 3 CALF CHECKED R.C.E. NO W937 DRAWING NO. HM DkTE FLE No 95-26 1605 _ice BENCHMARK C{TY QF RAKHO �CUQAMOJ<JG t3El H TMAF - - v + t m rn °i f f 66"-8 87�"KA`T THE N TCONC C WEEST CORN[ 0� N vo m © �j d N m Ct40 ATCH BASINt48�. NO H QAVENUE, F ENT RUNE F - 1 8FRNARD440 RGAID 3�FT OF �ERT'ERLVKn K ;� <+ m + � 'n Q A N E. E ATI N 1272.§52: I o o 176` en I I ,n Q + F.1.447.17 Ls R C4�4TES____ 6 .361 0 v < sir > o ; - - RETURRt o m " + 1. f- - - �._-- T 1 REMOVE! EXIST. jA.Cj A D ON rCT3" �C�ovI3. P CTD. 1 - r f r NSTR IZB P _ o < cn � 1J � 24 S� - 80' V.C.- � j__i 2 CO CT 8 �P C�C U W/ GUTTER PER CITY 104, REMOVE EXISTING CURS o ! o 9 �- I v o + c +� 3�NSTRUCT: 6" :P.C'tC. RIVE /l}PPNOACH PER ;CI S . bd1 TYPE R-2; & DET, IL SEOD ES 1 Li i - N T1 { >. o a 0C14 w o r 0 a C4 4 0 RCT;P.C.C. ISP D ELL �c CROSS GU E P TDl 1 6- - . in _� Ij E tS ING /W PR L SEE TYP. SECT. QSHEET 1) M 'n _LL'i' _ :5 RO EC IN! P CE - 1 � + � � � � ,ntn j j I - - -- i I o 3 — - -PR4QSf? SRO�'N fRQF1ELE + I ¢ ? - + - °? AN12: tRMGAYtON SYS SODAS ,fJE^S R"O, RESTORE M LAWNS_ aFs�A INSTALL' 15; GA4�.-OAM HOR TREE (CINNAMOMVM (CAMPHORA PER CITY I > o cov f + r - ACIP 11 S.C- � j M - 1 : W — PULL- � Ufl.i< $. � -3--- . � �� 5500 LUMEN, SH�PgV !WITFN 6'� MA1ST RM BY: S.�.E.}� PROP05ED\� 0 �LE�t� {INST STR LI<GH A < o ILEN CH; INSTALL CON UtT PttLL B0 :PU>lL OP A fD CKFt P R C. -4 15, i k 3 EXet q PR Ftt� a, o '�' — i _ �- r STREET t 9I38A L13M€PF 14> SV MgTNE �'�MAST til lsgIj r, 6 - - 4 DJUST'TO GRADE I ' WtrLIT v oo r a + rn < N 1 35°16 Hve o 0Imo 6 �v4,AT1~H I N I J_ NCI 1E f'/W ¢ v + oo I a � 16 TO f UP, YWTt� o j > o o > - >yp9ilsZRR1tst6 r 4R+ r)R o 0 1 67e �s rn ,n ;H WD -- C �NS. — -- < i CSE C o I "rLn o a v~i j i 0 CO TR CTI 4":P. C. At (W k R Et' S Eq 31 0 -- - - PROPOSED -- - - - 1 1 � -r- 0.4130 REMOVE PORTION OF LWROVEMENTS OCK W�L�F�CE INTERF'�ERINGHEW ENWDIT SED �- -�--} - -, �- oo I ; A,CCOMP11SH '� A E' L� WALL - - - ,� PAINT 4 S(D)LID, YEI_LO PI=R STD. 33 {L 1 } 150' �V.0 > o .r? < 8 - - " I - TOt LEIGE - 1�+ ELL _ P.I.=43.80 I > � a m o N < 1. PAINT t 50LirD Y�}H1T LiNtT fU 4 CONSTR CT: 8 1P C C RRWE—*PP OA H R D 01 TY E O Li j ca m < < �n m cn t ' co a� o _ 00 I 1 i U+J4�L � � r - i i + , HORIZ. SCALE: 1 "=40' - VERT. SCALE: 1 "=4' ��" > > ` t 4+00 5+ 00 6+00 7+00 8+00 9+00 0+00 1 +00 2+00 3+00 e 7 14 7 —IN c, I 8 -' CURVE DATA 4 4 a q 0 _ - x 16 is S O 0 R L 3 F A 119'06'24' 30.00' 62.36' 51.04' : _ 5 8 $ s 4 9 7' 15 / FS _ - _ r• t1• S B 60'53'36" 30.00' 31.88' 17.63' _ s / S6 �$ - r - ' . s _ CONCRETE S, .: PAD ,3�' CONSTRUCT X GUTTER -• - - - t„ _ � - - ._ ? �� •� Aj FS PER CITY STD. 106 A LEGEND kp ( REMOVE AND DISPOSE EXISTING A.C. �8' / 9 q J J J 1 $ J } x 8 1 .$ J - J J J � J � 0 8 J � . NEW A.C. \ \ \ \ �! � a a a a 0- Q_ a / NEW P.C.C. O / O 15 N 00 - STA 5+9 STA 6+50 STA 7+79 STA 8+85.05 16 24 STA +15.5 W=12' 4, 22 STA 4+86.25 W=12' W=12' 1 STA 7+14.5 W=12' W=28' 1 4 j 2 FQ- W=27' W=27' SEE DETAIL -- / "9 .68 ,O o 3 3 3 co 3 3 -- - - - - - - - / 45 3 + C o • T. 3 + T s 44.99 1 Q' 154 8162 8170 8176 8184 8192 8198 8204 — 8132 8140 8148 8 1s � + O � t 6 N 1s is 1srw' Ss INTERSECTION STA 1 +94.79— 15 1s Q 4 rn D(NST. 15 O 6 16 G 16 6 16 5 15 15 15 5 1 16 N STA 0+00 CO 5 15 15 15 19 + - ^�P 15 - 8 0 • $ F __$. DETAIL B , 9 1 4 A "' 1 9 - t. N SCALE 1"=20' 1 J IA 5MO /SEE"TYP,: SEAT.\Ir / j �r ' ;' + °� 0+00 TAPIA V 1 s ! 00 5 wry, ! °� s�tEEr , % / m - / / 1 , c 4 / V A - 3+00 GROVE AVE. ,5 1 QBE 2 / ®cR X>j 14 . b ^ o J 16 Rry°��w 0 , 9 15 1 18 ap 15 1 15 1$ ,5 ,5 + 15 15 C1418 ,5 0 15 1 15 15 5 14 = r+ 16 6 U 16 16 1 16 16 < 16 16 16fl CITY O ,��` 0+ 16 6 16 PRUNE TREE q { DESCRIPTION OF REVISION DATE APPRCNED: • O r 1 ROOT 1 V)Li 1 3 3 8159 3 8167 8173 V 8181 V 8189 w-2s' 8195 3 8201 �A O 3 3 3 8129 . 8137 8145 8151 _ V 8101 � 8107 � 8115 8123 � _ CITY OF RANCHO CUCAMONGA O _ _ W-26 W=12' W-26' W=12' W=12' STA 7+72 W=12 W 26 W-12' W=12 A +44.25 STA 8+35.5 ' W=12' STA 1+44 STA 2+51 STA 3+15 STA 3+80 STA 4+79 ST 5 STA 6+50 STA 7+07 STA 0+80 r y J J J J —, J J J J J J J J J J PLAN AND PROFILE \ a a $ a a a a � a 2 d 8 d a g 18 PRUNE TREE 1 18 1 18 PRUNE TREE ROOT $ $ TR IMPROVEMENTS , ROOT TAPIA VIA DR. STREET Cr 'Y -S - r - ,,. - _ - • �' _ - .` - � _ _ �- -_ -. � - - FROM GROVE AVENUE TO RANCHERIA DRIVE DATE: aofEss, ��� APPROVED BY: i Q �N e U RCE: 24953 CITY ENGINEER 4w tib\ DESIGN C RECOMMENDED No. 24953 $ $ W I` I �) PK CITY 1Oo CRANCHO�PCUCAMONGA $ \ Exp 12-31 �1 �, 4 \* * DRAWN RANCHO C�CAMONGA, CA 91730 SHEET 8 PK 8 8 t•, � $ 7F OF CA4�E- CHECKED R.GE NO �3 DRAWING N0. $ , 9 HM DATE � No 95-26 1605 i BENCH MAR - o iCUjn�N H oo t " U R __TURN s8-86 1 87 . ATEST COORNCRw 2 2.7L L!, "Rniflo in tdt�E; - ci CRTC�{ BA IN 148F EN LINE F N : L'I -- - - - - - ------ -- _ - € t91rA NUE. EL72. 52 V. P L- 3.5 u a> m I NG _ n icon o � > $ o - + O o' oJ -- L io O� I I I I i IN .4 7G t + EE TY,. SCT.;SH _ o► Q ca P.I.= 3.1 ' o+ ha p ci O N 08 01 eek - > TMr ROPOSEU ROWN PRO1ILE mt2 00 >7 -- Q PRDRL Ge V-c �n P.I.=$2.8�1' 4' � 1 + t. x ci o m P.L' S8j 55' $ CNI + sd o+ o ,n > ,nrn o, � � � � 4ui In o oa, ,A � • < 4 > 'n + A CNI OD 1 Q m in laja ILI o i �; R O . i V.0 a R:1,=�. t 0 0 ori a ti p � � � +9 L4 m + o � O D © N HORIZ. SCALE: 1 "=40' ' VERT. SCALE: 1 "=4' 9+00 10+00 11 +00 12+00 13+00 14+00 15+00 CONSTRUCTION NOTES: RECONSTRUCT LEGEND LEGEND ;� v 8 ,D REMOVE EXIST. A.C. AND CONSTRUCT 3' A.C. OVER 4' A.B. PER CITY STD. 100-A ;�• RECONSTRUCT 20 CONSTRUCT 8' P.C.C. CURB W/24' GUTTER PER CRY STD. 104, REMOVE EXISTING CURB REMOVE AND DISPOSE EXISTING A.C. �j0 ` <a' )_ t' 3O CONSTRUCT 6" P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE R-2 do DETAIL A SHEET 1 4 CONSTRUCT P.C.C. SPANDRELL do CROSS GUTTER PER CITY STD. 106-A R/W/ NEW A.C. ,'j0 \ �� F' z~ c, c' ;' ? 5� PROTECT IN PLACE c: 3 O NEW P.C.C. �� sr ��r, I s�` J r - © CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. 102 12' r Y 5 z « 1 =40 1� 0� 8210 Q F� ` c' Q s - 0 REMOVE BY S.C.E. 6.5' 9k �� r , r' �J '; \ \ ; ® RELOCATE S STA 9+62.5 >- >� 8 F, �,'1. W=12' Y' \ - :; 9 REMOVE AND DISPOSE 9)c Cv { VARIES RESTORE TO MATCH EXISTING HARDSCAPE AND LANDSCAPING INCLUDING SHRUBS, BUSHES, X �P AND IRRIGATION SYSTEM. SOD AS NECESSARY TO RESTORE EXISTING LAWNS. �� 2 s 7 ©1 INSTALL 15 GAL-CAMPHOR TREE (CINNAMOMUM CAMPHORA) PER CITY 1 s 8226 Q /� STD. 505. 1615 15 STA 10+50 J J v 1© TRENCH, INSTALL CONDUIT, PULL BOXES, PULL ROPE, AND BACKFILL PER S.C.E. AI-4315 15 20 A 12 \ d (INSTALL STREET LIGHTS 5800 LUMEN HPSV WITH 6' MAST ARM BY S.C.E.) 16 1 d k 16� 20 TRENCH, INSTALL CONDOR, PULL BOXES, PULL ROPE, AND BACKFILL PER S.C.E. AI-4315 2 8207 3 -STA 10+75 � Q W=12' 2 8262 9� 15 0 LAD • © (INSTALL STREET LIGHTS 9500 LUMEN HPSV WITH 6' MAST ARM BY S.C.E.) \ , 04 1516 STA 12+29.5 2 x Q Q ADJUST TO GRADE DETAIL C -�` 2 CONSTRUCT A.C. BERM + 15 SAWCUT N.T.S. 15 8242 8254 w=,2' L-5' � '� o �/ 1 16 MATCH EXISTING W 26' 16 7 , 16 Q AGR �, w J © RELOCATE CHAIN LINK FENCE/WOOD FENCE INCLUDING GATE BEHIND THE R/W. Q I STA 9+42 1 0 15 ,'n o Q O ,�� �( MATCH UP WITH EXISTING. �'- \ 82��J 16 00 16 16 '� O ® REMOVE INTERFERING PORTION 2 �- 15 o 15 15 c i • �cJ o0 Z O9 CONSTRUCT HANDICAPPED ACCESS RAMP PER CALTRANS STD. NSP A88 (CASE C) p D 1 �r z p 1� r ®0 CONSTRUCT 4" P.C.C. WALKWAY PER DETAIL C SHEET 3 W � w 4 15 OO ©1 REMOVE PORTION OF BLOCK WALL/FENCE INTERFERING WITH PROPOSED IMPROVEMENTS BEHIND THE R W AND RECONSTRUCT END OF WALL/FENCE TO ACCOMPLISH A FINISH LOOK. - - - - - - - _ O -- - NT 4" OLID YELLOW PER CITY STD. 133 (L=100') 8223 ,5 EE,fiYP SES. Q © PAI S 8 SHS EC , 14 15 6 pp PAINT 12" SOLID WHITE LIMIT LINE AND STOP LEGEND 6 , � 3 S - - - - -- - - -- -- -Z_1 ��,, _Q. , - , _-. _. -- _ .. _. __ __ _ __. 1}. - _ __ _ 1 .. �'; __ _ - ; - -- _ - - -- -- _ - _Z `EJ CONSTRUCT 8" P.C.C. DRIVE APPROACH PER CITY STD. 101 TYPE C x 3 » 1 1 W=27 1 4 15 STA 10+22.5 165 \ 2' GUTTER TRANSITION uj ,> - -• � LENGTH FOR 0 DETAIL A SHEET 1 ,s,. _ _. SOUTH EAST D W W NORTH WEST D W i SEE STATION L FT STATION L FT li' Q\v 1 165 15 1 17 1 i , 2 1 1 STA 0+80 0.5 STA 3+22 3.5 8229 W=12' 16 15 15 1 18 �5 5 15 STA 1+37 1.5 STA 4+22 4.5 ' STA 10+72 16 1 s a 1 15 16 STA 1+51 0.5 STA 4+79 3.5 CITY DESCRIPTION OF REVISION DATE APPRM ; 16 8237 STA 2+51 0.5 STA 4+93.5 2.5 8245 Ck /n STA 3+08 1.5 STA 5+94 5.5 W=12' �/ J STA 3+22 2.5 STA 6+50 4.5 STA 11+12.5 3 82559 b b STA 3+80 1.5 STA 7+07.1 5.5 CITY OF RANCHO CUCAMONGA 2 8267 3 3 8269 3 8231 ' 8251 STA 1W-24'1+87 W=21' 8279 W=30' W=14' STA 4+79 0.5 STA 7+21.9 5.5 ` STA 12+9 STA 13+69.6 STA 14+33.5 STA 5+37.5 2.5 STA 7+79 5.5 STA 5+51 1.5 STA 8+77.4 1.5 PLAN AND PROFILE STA 6+50 2.5 STA 8+92.7 1.5 J J J J J J J STA 7+07 3.5 STA 9+62.5 ,.5 TAPIA VIA DR, STREET IMPROVEMENTS \ \ \ 1 \ \ \ STA 7+64 1.5 STA 10+50 4.5 1 a 1 a STA 7+80 3.5 STA 10+75 2.5 11 14 -, STA 8+35.5 2.5 STA 12+30 4.5 v: :r , , U _.. :,.. --,> STA 9+35 0.5 - _ STA 9+49 2.5 - a. _ C) •� - < _ � _ � FROM GROVE AVENUE TO RANCHERIA DRIVE s• ._, _ STA 10+15 0.5 STA 10+30 2.5 - - RECONSTRUCT - _ _ -• �- '� �f r) 4 ,: 'r r: STA ,0+72 2.5 ES APPROVED 6Y. DATE. 4eli STA „+12.5 1.5 Q CITY ENGINEER RCE: 24953 CURVE DATA e 1 , ,. C1 r `' STA 11+81 0.5 A '� 0 R L T 8 9 �� STA 11+93 2.5 �� �� �. Z D� F Ati PF--,EC E,:� RECOMMENDED 9 STA 12+94 5.0 y 117.61' - r) r: A 60'50'40' 200.29' 212.70' v 14 8 �4 ' n CITY OF RANCHO CUCAMONGA - fi 14 8 ) STA 13+60.6 2.5 No. 24953 = PK 8 60'50'40' 230.29' 244.55' 135.23' `: 8 t z 4 STA 13+76.5 5.5 W y 10500 CIVIC CENTER DRIVE C 60'50'40" 260.29' 276.41' 152.85' 8 SHEET STA 14+33.5 4.0 * Exp. 12-31-01 * pig RANCHO CUCAMONGA, CA 91730 S 1 1 '�' CIV1�- �� PK 3 of 3 D 119'09'20" 40.00' 83.19' 68.12' :� 4F' L�F"� � DRAN7NG N0. C� R.C.E. NO 36937 - HM DATE FILE No 95-26 1605