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HomeMy WebLinkAbout1439 RIM RIM x 60' 30' 30' 12' le, IV 12' 1 o.T 3.3' L 5.3' 10-r ' 4• �c WILSON AVENUE Q� W W „• • L D z Z CHAFFEY COLLEGEY OF RANCHO CUCAMONGA CIT ' • A N a LEVEL o� LME TRACT S ITE gi Tl = 5, R= 69 FROM STA. 6+10.79 TO 9+04,45 LEMON AVENUE COUNTY OF SAN BERNARDINO , CALIFORNIA TYPICAL LOCAL STREET SECTION SAN ANDREAS DRIVE HIGHLAND AVENUE 60' 30' 30' 19th STREET 12' I I8' 18' ' 10.7' 5.3' S.3' 10.7' 2' o zSTREET IMPROVEMENT 4' 4' �� 0.2 0.29' :1 LEVEL V.22 Lim- Alf FORTI 5, R z69 VICINITY MAP TYPICAL STREET SECTION CHARWOOD CT. (0+48.00 TO 1+32.53) AMBERLANE (0+42,44 TO 1+28.24) N.T.S. SAN MARTIN CT, 0+00,00 TO 6+10.79) SAN RAPHAEL DR..0+00.00 TO 4+62.11) SAN FELIPE CT.0+00.00 TO 6+11.29 ) TRACT RIM 4 NO . 13703 6T 30' 20' 40' 7' T PLANTER DEDICATION GENERA AREA Z, 1 . ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF TRAM.Eh I RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS " CONSTRUCTION 1988 EDITION WITH 1989 k 1990 SUPPLEMENTS CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE STANDARDS AND SPEC I F I CAT I ONS. TING A.C. PAVEMENT n 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, L� EXISTPIG CURS 8 GUTTER Root V IS' I I t�■4 if WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN OR NOT SHAM) ON THESE PLANS _ - WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK P.V.C. FENCE ..L IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED HE I PARKWAY VARIES 2-5'-G; AT NO COST TO THE CITY OF RANCHO CUCAMONGA. - +� 41 BEE SH EM 8 49 I SIDEWALK 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE 39 4t 43 44 45 « 47 I 26 HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO 39 1 _ TYPICAL STREET SECTION 44AVEN AVENUE- EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS -� ( FROM STA. 246+56.02 TO 252+85 28 WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA I BASIS OF BEARINGS TI = 9,R . 69 ENG I NEER I NG'PEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN n THE BEARING SHOWN HEREON QTY. CITY OF RANCHO CUCAMONGA EASEMENT OR RIGHT-OF-WAY. ( ARE BASED ON THE BEARING CONSTRUCTION NOTES oc SEE SHEET 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER, PAVING 1 36 24 23 10 W N 0'50'47*'E AS THE CENTERLINE I STAKES SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT POINTS WITHIN IL ( OF HAVEN AVE. PER TRACT a-CONSTRUCT 3" A.C. OVER 4" CLASS If AGGREGATE BASE 11,104 5.f 0.10 FOOT OF SUB-GRADE ELEVATION AND AT NO MORE THAN 50 FOOT INTERVALS. W Z CONSTRUCT 8" P.0 C. CURB WITH 24" GUTTER�PER CITY STD. DWG. NO. 303 ;►6" t F ADDITIONAL PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT 23 eau = NO 10827-I BOOK 186 PAGES 3 CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. DWG, NO. 308 4 f" 4-f WARPED OR VERTICAL CURVE AREAS. - O H p c� 54 I W 87 THROUGH 90, INCLUSIVE CONSTRUCT SPECIAL CROSS GUTTER PER CITY STD. DWG. NO 30S 1,�.'ZS F. An • =1 OF MAPS. IN THIS OFFICE O-CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD DWG. NO. 310 8 311 161014 f 6. ALL SEWER, WATER, ELECTRIC, GAS, TELEPHONE OR OTHER UTILITY LATERALS, 0 COURT A -Z W W ®SEE E 2 W OF THE IN COUNTY RECORDER OF 0 CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 518, CASE C w S.; MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO PAVING. W W W W > SAN BERNARDINO COUNTY, CONSTRUCT DRIVEVAY APPROACH PER CITY STD. DWG. N0. 305, W=16' s;�p 11160 4f 7. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, 29= al 12 a N I 7 CONSTRUCT WHEEL CHAIR RAMP PER CITY STD. DWG. NO. 310 6 6A. COMPACT 1 NG OR I G 1 NAL GROUND AND AL SUB-GRADES SHALL BE PERFORMED AT NO COST a 35 Z INSTALL STREET NAME SIGN PER CITY STD. DWG. NO. 4010 .6 Ell• TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACT 1 ON us W I 4 v INSTALL STOP SIGN PER CITY STD. DWG. NO. 402 s 6� TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE LL W WAMBE NE PLACEMENT OF BASE MATERIALS AND/OR SURFACING. ' a w m 130 s ` !0 PAINT 12" SOLID WHITE STOP LINE ACROSS HALF OF PAVEMENT WITH LETTER"STOP" 8' FT. IN SEE SHEET 7 HEIGHT PER STATE OF CALIFORNIA SPECIFICATIONS (CALTRANS) bo G.F• CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION _ @j, INSTALL STREET LIGHT 5800 LUMEN H.P.S.V. BY S.C.E. PAID 8 COORDINATED BY DEVELOPER. t4 61E. TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE t L _ _ 1 PLANT 15 GAL. TREES IN STREET RIGHT OF WAY PER STREET TREE CONSTRUCTION NOTES 9136p PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 13 REMOVE EXISTING CURB a GUTTER (HAVEN AVEJ 106 0 8. AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO » 14 s I 4 REMOVE EXISTING A.C. BERM a PAVEMENT (RIVERWOOD) THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO VERIFY ILI �-SAW CUT a JOIN EXISTING PAVEMENT fss 11•F STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. I I I(p ADJUST WATER VALVE OR SEWER MANHOLE TO GRADE ZI 6k. 9. PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE 3t 2' is 15 4 I 11 PAINT 12" WIDE WHITE CROSSWALK LINES PER STATE OF CALIFORNIA SPECIFICATION I)M 41 la CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. DWG. NO. 304 44 6•F• SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COLLETED TO VERIFY: R-VALUE, S I EVE ANALYSIS AND SAND EQU I LAVENT OR M FURNISH 8 INSTALL P.V.C. 3-RAIL FENCE fP00 6•F• AGGREGATE BASE. t I I ZOa--FURNISH 8 INSTALL P.V.C. YARD DRAIN WITH 4" DIA. P.V.C. DRAIN PIPE 12VA/4" G•f. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS I I I CONSTRUCT LOCAL DEPRESSION PER CITY STD. DWG. NO. 518. CASE B 10 FA. TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO F I NAL PLAN APPROVAL). 31 30 v u 3 ZZ ONSTRUCT 6" COLORED P.C.C. ON 3" CLASS II AGGREGATE BASE . T(o0 5 11 . WHEN IMPROVEMENTS ARE TO BE PLACED ON NAT I VE SOIL WHICH CONS I STS OFA T PER DETAIL A3 eAHOWN ON GOREaT G OFe) rZ3 CONSTRUCT 0.10' THICK A.0 OVERLAY ON EXISTING PAVEMENT. 23,g40cf. ROCKY MATERIAL, THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS WHICH 1.¢ INSTALL R26"NO PARKING ANY TIME" PER CITY STD. DWG. NO. 402. if,bm 5.F. PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED _ WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. fly CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD.DWG. NO. 1028-0 (SHEET I OF 2) 4 EA. 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, AN OILS SITE PLAN (S _COLD PLANE EXISTING A.C. 5' WIDE x 0.l0' DEEP 1440sF STER I LANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. AND P.C.C. SHALL BE t1 INSTALL STREET LIGHT 9500 LUMENS H.P.S,V. BY S.C.E. PAID 8 COORDINATED BY DEVELOPER ? eA. UNIFORMLY APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL INSTALL R-26 (S) SIGN ON STREET LIGHT, PAVEMENT WIDTH PRIOR TO PAVING. �j$1----REPAIR DAMAGED CURS 17SLIF 13. AN ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY FOR THE SCALSt 1" s 100' 1 v FURNISH 8 INSTALL 24'x Z4'MMISDRAIN W/PAltkwAy r9mjR pM c"OTD'W7 j VetAIL,614T e6F8. t CA- CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN EPAINT EXISTING LANE LINES. PER CITY STD. DWG NO. 407. 57-31.•F . DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM 3t REPAINT-EXISTING LEFT TURN POCKET LINE PER CITY STD. DWG. N0. 407. I op L. OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE '1Q REPAINT DIRECTIONAL ARROWS PER CITY STD. DWG. NO. 407. 2 EA ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMSLEGEND Q---PAINT 100' SOLID WHITE APPROACH LINE WITYPE G MARKERS AT 25' ON CENTER. 100 �F OF WORK. • • 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 401 AND 402 BENCHMARK NO.92-B ELEV.I 478.026TOCONCRETE SIDEWALK SHALL BE INSTALLED AT EACH INTERSECTION. INDEX AT THE s,W.C,Fh6HLAN1') R HAVEN AVENUES PAVEMENT 15. CITY APPROVAL OF PLANS DOES NOT REL I EVE THE DEVELOPER FROM SET BRASS DISK IN TOP WEST CONCRETE RESPONSIBILITY FOR THE CORRECTION OF ERRORSAND OM I SS I ONS DISCOVERED DURING VOLL OF DRAINAGE CHANNEL 6 AT SOUTH - CENTERLINE CONSTRUCTION. UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY END OF 4 FT.CHAINLINK FENCE 44 FT, SHEET N 0. CONTENTS D ES C R I PTI 0 N ---- MATCHLWE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL. WESTfftOF SO.130WO LANES OF HAVEN AVENUE&146 FT.SOUTH OF 16. WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, CLEAN. HAZARD OF HIGHLND AVENUE. �•�� i FREE, AND ORDERLY STATE THROUGHOUT CONSTRUCTION. THE SITE SHALL BE CLEANED NOTE:ADD 1600 TO ALL ELEV.SHOWN IN PLAN VIEW I TITLE SHEET TRACT BOUNDARY N0. DESCRIPTION DATE BY UPON REQUEST OF THE INSPECTOR. 2 PLAN & PROFILE CHARWOOD a AMBER 5 SEWER MAIN 17. CONTACT UNDERGROUND SERVICE ALERT 1-800-422-4133 AND UTILITY COMPANIES N WATER MAIN REVISIONS AS REQUIRED, 2 WORKING DAYS PRIOR TO EXCAVATION. CONSTRUCTION NOTES FOR STREET TREES 3 PLAN & PROFILE SAN MARTIN a SAN ANDREAS _ SOUTHERN CALIFORNIA ED I SON 714 986-5861 STORM DRAIN SOUTHERN CALIFORNIA GAS CO. 800 443-3466 4 PLAN &PROFILE SAN RAPHAEL CITY OF RANCHO CUCAMONGA CUCAMONGA COUNTY WATER D I ST. 1714 987-2591 ( WATER 8 SEWER) G ALL. STREET TREES ARE TO BE PLACED IN ACCORDANCE O WATER METER METROPOLITAN WATER DIST. 714 593-7474 EXT. 6295 1 GENERAL TELEPHONE 800 482-6702 WITH CITY STD. 601. 5 PLAN & - PROFILE. SAN FELIPE CATV S I MMONS 714) 987-7122 ALL �'� FIRE HYDRANT { 2O ALL STREET TREES SHALL BE STAKED& PLANTED ACCORDIN:- 6 PLAN & PROFILE HAVEN AVENUE STREET IMPROVEMENT PLANS 18. THE F I NAL OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT SHALL TO CITY STD. 605A OR 6058 AS PROXIMITY TO H ARDSCAPE O MANHOLE NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY DICTATES 788 TRAFFIC SIGNAL PLAN TRACT N 0 13703 HAVE BEEN INSTALLED, ALL ON-S i TE IMPROVEMENTS COMPLETED AND ALL O3 BACKFILL MIXTURE OF ALL STREET TREES SHALL BE PER STREET LIGHT UNACCEPTABLE PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED AT THE RECOMMENDATIONS OF AN AGRONOMIC SOILS REPORT STREET NAME STREET TREE SIZE SPCC. QTY. THE DIRECTION OF THE CITY ENGINEER. FURNISHED TO THE CITY WSPECTOR. BRACHYCHITON d STOP SIGN TITLE SHEET ® NO STREET TREE SHALL BE PLANTED WHER THE CENTER CHARWOOL, CT. POPULNEUS 15 GAL. 20' 4 ' 19. ANY EXISTING TRAFFIC SIGNAL DETECTOR LOOPS DAMAGED DURING CONSTRUCTION OF THE TRUNK IS CLOSER THAN THREE FEET (31 TO THE MAGNOLIA GRANDI FLORA ♦ STREET NAME SIGN SHALL BE REPLACED WITHIN 72 HOURS EXCEPT AS DETERMINED BY THE CITY FACE OF CURB;UNLESS OTHERWISE NOTED. AMBER LANE 15 GAL. 30' 4 O5 ALL STREET TREES ARE SUBJECT TO INSPECTION AND f SAN ANDREAS LAGERSTROMIA INDICA N1N TI✓ I AL 20' 26 - FLOWLINE APPROVED I /j�y� DATF���� ENGINEER. , (J / ..yyam� ACCEPTANCE BY THE CITY ENGINEER. 1 �'� CITY ENGINES R.C.E. NOW?W"3 SAN MARTIN BRACHYCHITON POPULNEUS 15 GA 26 TRAFFIC SIGNAL �c> �', 2, DESIGNED: RECOMMENDED SAN RAPHAEL RHUS LANCEA I:, GAL, 25 21 / �' C L!EN�FELIPE MELALEUCA OUINQUENERVIA 15 GAL. 30 15 =Y '' NO i�'• z MB ��!! DRAWN: 706 N. DIAMOND BAR BOULEVARD SHEET JH, MCS DIAMOND BAR, CALIFORNIA 91765 OF A (714) 860-3566 CHECKED: DRAWING NO. R.C.E. N0.390@7 7� _ HP DAA - 0- FILE NO. 245005 SHEET of 3.3 43.56' 0. 45.39' j O.G ►' O U BENCHIIAR!( NO. 82-8 ELEV. 1478.026 W ' • . «. t{? w _..._,. AT THE SWC H I GHLAND t HAVEN AYES. ' tN OD MV SET BRASS DISK IN TOP WEST CONIC. N K5 WALL OF DRAINAGE CHANNEL ! AT SOUTH 2 ir lV to END OF 4 FT. CHAIN LINK FENCE 44 A14, l A/4 A/4 973 i -+a _.- ml: j t _. --• __._ . - __ i .. < , `-- . �.. - , . • • . . FT. WEST Cl. SO. BOUND LANES OF - n HAVEN AVE. t 146 FT. SOUTH CL. wHIGHLAND AVE. �, 1704 ! 170 • �z�oo4 - 1700 - 1704 - OTE: ' � + N as ,` :' ti ' d" �`.' = p6 VO ADD 1600' TO ALL ELEVAITIONS m o °' .� ♦� -- N SHOWN IN PLAN VIEW_ — � - e f 1696 �. 1696 1692 J M � t Q 1692 TOO OF N LY CURB tCIA y � N N04 n ' . ' rq '� lu g N ! G=a4o�e TOP 0 N'LY CU14B •-�tQ 0O 4z ". 8 . Q CIT --1 -. ---e r 1 .. - ., - + �__ f ! - . i - e • ♦ i �.-�_ t �- -/ 46-._— — e _ - , . • . , - • . - ♦ . _ v g� r-- C) p�j f o �...r OI g Q + + �jY=O�.F4+ox,Cn=487 Ln • 170 ' o _ — • • i 174 ' y _ h__1704 }` ' _ �' ' 1700 , • i 4 N C) $ I a0 N k Z � � .02 N N DOUBLIt ALE ell2 - SCALE 1696 1696 1692 L — 1692 + a S . FINISHED SUF FAf E • _ _._ ` cd f 1 c 44.21' a IN14 0 rod,, �'� a � o C3 U ± ± } 1La t 1 I i U 21.78' 21.78 Imo; aG. 9 .._.-. f PI= PI= to LQ t m ( V 95.26 96.52' i LQ o0 � � 170 1696 s -- 1696 o 1700ir 1 s a \O 1 y ; � O 1696 • - . . . 688 __ i I:---- _ . ---+ 1688 , _° 1 — �� PROF I LE SCALES P m I ; : _ 40 1692 • _... a . 1 f , .... __ i 1 - . - r • 1 - r , .� .� _. j — -.__.• _____�_+ - - ... ,. _ -�}. ....+.- —_ }- --•• _..._.- s _v_._. . .._. ..t .._ T .....____.y _ .. _..,,t- _.._._.._._y _._ .......____"_`i'___._._. ..+ ....... . . + ___ _ . ♦ -- .. - '._._- -..._ TOP 0r S'LY CURB VERT : 1 "= 8 t fi f t -.} i .. .�. - II 1 1 � _ � i .. � � � 1 � : _ 1 1 � _ l ._ _, ... . .1 __ l c 1 � _. t _ � � � ► i � t � !i , ____ � - _ _J ._ _ I _ I . _ , 0+00 1 +00 2+00 0+00 1 +00 2+00 f CONSTRUCTION NOTES O1 CONSTRUCT 3" A.C. OVER 4" CLASSIL AB. O CONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER PER CITY STD. DWG. No. 303. O3 CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. DWG. No. 308. O CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. DWG. No. 310 do 311 . 1 TRACT BOUNDARY 07 CONSTRUCT WHEEL CHAIR RAMP PER CITY STD. DWG. No.310- °0 �� O INSTALL STREET NAME SIGN PER CITY STD. DWG. No. 4018. 0' 4 � � I 0' 40' I I� O INSTALL STOP SIGN PER CITY STD. DWG. No. 402. � ra 3 N Q TRANSVERSE MEDIUM 10 PAINT A 12" SOLID WHITE STOP LINE ACROSS HALF OF THE PAVEMENT AND I w w s BROOM FINISH THE LETTERS STOP 8FT. IN HEIGHT PER STATE OF CALIFORNIA SPECIFICATIONS. 8 SAN MARTIN CT. SEE SHEET 5 + 12 PLANT 15 GAL TREES IN STREET RIGHT-OF-WAY PER STREET TREE CONSTRUCTION NOTES, p 24 Z 14 REMOVE EXISTING BERM a PAVEMENT. (RIVERWOOD PLACE) CLIARWnOD CT 0-400-00 � � 7 21 SEE SHEET 3 SAN FELIPE CT. 244+�o.18 a,�. W 2+Io, 4 B 0 4 16GR I� 248t95.18 HAVEN AVE RIVERWOOD PL 2163.89 V 9 36 It ���� .; �1 g S `� ?Z I 15 SAW CUT 81 JOIN EXISTING PAVEMENT, to b > +7a•�'J E 7 Q� ) ,,'''!° II © CONSTRUCT LOCAL DEPRESSION PER CITY STD,518,CASE B. c' 119 �, CHARVMD CT otos �b, Q� 75.7s ' W I I� ©CONSTRUCT 6" COLORED P.C.C. ON 3" CLASS II AGGREGATE BASE, PER DETAIL AS SHOWN ON SWET 6 0f S. A + - - 25 3+&7.61 N SAN MARTIN CT. _ INSTALL R26 SIGN PER CITY STD. NO. 402 I I a 5.78 q 1.15 .. O OURr O ,,�� 2 8 / o� � _ ) ��\—_ — – I I INSTALL STREET LIGHT 5800 LUMENS H.P.S.V. BY S.C.E. PAID FOR 8 COORDINATED _ 1 I I BY DEVELOPER. '� N 88 35' ' w I I R. EXIST"W '_ ( \96 6 92 0,l6 Nt�l'o4'13 W \ Q — \ •w, g •w - _ AMBER LANE FS VNI, 3 :, AMBER LANE 0+00.00 -E C INT. , 4 0,49 � h 73,68 / 21 IZ 2: ``�s 2 6 SAN FELIPE CT. Z t 74.77 N �" �, � < , A o �o fib. NO. DESCRIPTION DATE BY 4 3 5 2 q.70 1 V �v � 5 - �,, �. r2 24 jecR .":.:: "'. I + , ,, REVISIONS I 7 V 8 SEE SHEET 3 24BfJo.�>- SEE SHEET 6 �l I . 't W SAN MARTIN CT, SFE SHEET 5 � �� Q ' I x� a Cl TRANSVERSE MEDIUM CITY OF RANCHO CUCAMONGA l uj SAN FELIPE CTS _ w z H � BROOM FINISH LL I I II U) H � O c�� 3 � a �► m STREET IMPROVEMENT i� II�, = I I y I CURVE DATA 24 TRACT X O. 13703 X I r I R T � AMBER LANE L FRDM TSTA. 0+00.00 TO STA. 2+10.24 I I A 920 2fd!4" 27.00 43.510 ?611 i ` CH,,qq CC U�JRR FROM STA. OR00 00 TO STA 1.78.23 C AMBER LANE— Q��FESSION�I APPROVED BY DATE 3 - �O �G.Yl ,o fes; CITY ENGIN R.C.E. NO.41 _ D wi T FRENCH & c� r, DESIGNED: RECOMMENDED �CHARWOOD COURT � No. 39087 �' �, EKD 6-30-1� * MM A SSOC/A TE * „ C? DRAWN: 706 N. DIAMOND BAR BOULEVARD SHEET �lgrf OF G�`���� MR MMB DIAMOND BAR, CALIFORNIA 91765 2 OF (714) 860-3566 CHECKED: 1 ( R.C.F. NO 39087 DRAWING NO. HP �i��yo FILE N0.9400= P/39 SHEE T OF � 33 8 1' 415°1 111.35' - ,5� 7_L '• 293.66' ON • lktA O.C_; GN TAN � -04. ra 44.2 0•G. A*." .G I m W 1.096 1712 - au, ( tl•1!'OG• au,vG ZZ.1DOG Ilcn 1712v I=qo. in OMCHMARK 1'Df e f MVWMZE Y Gt1 '-- N \_ AT T GHLAND &HAVEN4TAV�ES. m m m EXI TING GROUND � = SET BRASS DISK IN TOP WEST CONC. m L7 Ue I r- WALL OF DRAINAGE CHANNEL ! AT SOUTH 63.64' 57.52' 29.32' s m w `r. In AT R/w - 1704 END OF 4 FT. CHAIN LINK FENCE 44 to tl-. _� FT. WEST CL. S0. BOUND LANES OF O.C. ON AN O.C. U' N) O M N (D m ~ (D HAVEN AVE. a 146 FT. SOUTH CL. ci B.I tx 10 h- ti N 'n ~ O = i U � � � � O - HIGHLAND AVE. o_ ti 1__._ (g - ---- - - - - _. , Q _ 146.83' MOTE: ADD 1600' TO ALL 2r "' ' f 1F. X-�Uf`fEl� • o 27.84 27.83' 7.84' em 39 ELEVATIONS SHOWN IN PLAN VIEW O.C. O.C. O.C. Pr 110.62 1 7 cL 2 - w G1= 1.98% _ , 1716 48' VC5.68' ' VC G2- 0.70°(0 1 t; PI=79.32 Z ✓ W I.0 a u Gl-0.4796 15 6g'k �� i - --- P1= 106.89 0.5096 G2=8.2396 GI-G21.62% •02%-� - z ra ca - --0 CID 1708 ' i (lt 0 o N °D °' M ,I•: C5 _ a i EXISTING GROUN .° - o N ~ ~ O co V i�� NN 10 �Oj' Q'� M ~ m AT ~ cl, M m Dp O_ tG m �_ m Nm ,L �a p . 10 to `+ O -0.4 m sG. V.- _ tai = 30' VC �� 62� i ti a ON TAN % °/4 % ► % ON TAN 1676 - N m i i 1716 '` FI=Ilo.27 GI=7.62% G2,0.40 i• XISTING GROUND 60VC �. o 0 FI •�q.00 m i z so+�•f►� vc. A T R/W I.0 .. � •- • m '� ^v �° 0.9296 0.596 4 O to m 1708 m�' o � N moo fiNl�l1 r,UR'FAC� @ _� _ ` _ ° ° o °` 04 � �I -- 1684-- _ titi ON o� ,, , � __ �, o� M o M _o � I O� O� ~ k0 // U �A 4cu m _ - O O O O _ _ - �• _ mN 30` VC _ .�; � m Fn M N rn NO' ti r - - - - - - N - • M �o UU O $ m - p M (G PI-86.47 + 1676 -4_ - N ° , � - ti �� �° ti m . W V, `� * N 55.71 42.41' �O' 55.71' 101.83' 42.41' 42.41' o PI-79.32 g m GI=0.4% v M C4 ' 01U.C. O.C. O.C. G2=8.23% a M o j to\1c > PROFILE SCALES m w �61 � PI s 110.12 HORIZ+ I"= 40' TOl' OT1'�Rl.'f CUKO tllt GG'I• GI=8.25% o �� W it1oN G2=0.92% 0141119 1 IIV 46�"N t VERTe I'=8' 1684 m N N mt 15' DOUBLE VSCALE 0.4096 .. , 1676 a 76.5c13 57.5 I O.C.; I ON T,4N O.C. ► , ► ► ► I , , ► ► ► ► , ► ► t 1 ► 0+00 1 +00 2+00 . 3+00 4+00 5+00 6+00 7+00 8+00 9+00 CONSTRUCTION NOTES CURVE DATA O CONSTRUCT 3' A.C. OVER 4' CLASS I AGGREGATE BASE. R L T 2 CONSTRUCT 8' P.C.C. CURB WITH 24' GUTTER PER CITY STD. DWG. NO. 303 A CID"00'W 21.06 42.41 27ro " 13 9(D° 14' �,� 2100' 45. 9 3d•Ka 4 CONSTRUCT 4'-P.C.C. SIDEWALK PER CITY STD NO. 310 8 311 C q40 15 44M 900 44-49 f l 09 5 CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 518, CASE C D 4' Sg'St' 1 o2.00' 0.61 4•&4 6 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. NO. 305 W=16' , X=5' E 110 00 10" 38.00 I I I. *K 11 >13 T CONSTRUCT WHEEL CHAIR RAMP PER XITY STD. NO. 310 O F 10' 00' 00" 102.00 11,80 11.9E 8 INSTALL STREET NAME SIGN PER CITY STD. NO. 401A 11 G QO°DD'DD" 2700 639•a4 57.00 }I INSTALL STREET LIGHTS 5800 LUMENS H.P.S.V. BY S.C.E. PAID FOR 8 COORDINATED BYDEVELOPE 8 o H Q° 5(a 16, 510.OD 9q.1t 45.03 I PLANT 15 GAL. TREES IN STREET RIGHT OF WAY PER STREET TREE CONSTRUCTION NOTES. c _ 1 4° 5610" 50o•u0 B&•71 43.46 3*67.81 N MARTIN ADJUST WATER VALVE OR SEWER MANHOLE TO GRADE. � r b •� Or L3'30• of K-00 3(..* It.4-6 t H N (j 8.73 E CHARWOOD CT. ° 3 CONSTRUCT P.C.C. CROSS GUTTER PER CITY STD. NO. 308. 0' 40' K �1°g; l0 402-DD 83.5q 41. 0 � Z 20 FURNISH 8 INSTALL PVC YARD DRAIN WITH 4- DIA. PVC DRAIN PIPE. 'lp L I5° 00'00" j12•AD 29 3V 14,lf �� g INSTALL STOP SIGN PER CITY STD. NO. 402, p a� M 210' 00'0070.00 g�1-26 141.s t 10 PAINT A 12" SOLID WHITE STOP LINE ACROSS HALF OF THE PAVEMENT AND THE Z I� CHARWOOD CT. a w 2 .7.57.62 E SAN ANDREA DR. „ � I © 31 M � P G G 33 � � SEE , SHEET 2 '�' t � rn �� � LETTER STOP 8 FT. IN HEIGHT PER STATE OF CALIFORNIA SPECIFICATIONS. I c�1 0 C, 5.07.11 N SAN RAPHAEL v J 34 7 3 '1 G �* x o 3 1 a '- (, (v t... L=2619 c�cu/;3i/5 yt-, ` CH E 3 7 ��` '� tD 4 2 4 3 44 45 �° 46 47 L 31.14 Lo,56.3a 4 36.38 kb L�7. 9 38 � 4 O • - \�/ �O • fill 36.02 �y2 (6 �Do �5,-' 1-Z,��� 33,58 �� / r .A / • 6 00 37.69 48.00 lA0 SOHO OC' rm 1�v _ Op 0� \\p. o I sMH s MH -M.02> . �'"" a 6 - - ti .s , 4 ❑ ❑❑ H ❑ t� Z 0 17.00 �°�� "f, v t H ,�d V `, ^• , - t ps/ �f 4 o.. D I _- �, �, I S �' A\ I 3 `� �� D - - (!o �' �� 1 IG SMH 07*52'04W N Q Z e� If0 ZO 1.yt 4 "� Oy �a� ti� J ; �tC�O�` - o . �� - :s k 8'S. \�,�� J 0 Er Q II ��, ^a. v ,'�:. -.�. - 0 q�-�d� � sa.5a o 4 $ � � G 40 _ \\\e� � - _ e W � L. 4.�1 =37J6 S 0 OQ.t, 1 _ • • N I(1 Z O I o 53 4 L L=1784 '.i. �0 Q.J 9 s 1 12 K L=64.24 =ylR"t 5 17 42.00 •``` \ / �s .27 �••� STOP �hh. A 80.274c eL (n l L I c' S 2 W 40 r-clR "ss �, y�. gt dal.j0 ( lMH l.11y a ,L, ° o� STA.. a W N0. DESCRIPTION DATE BY N (D 28 2 I'L O A4oFUF �} _ - 4tb2. EcR 3 a BC z = 0 41 24 23 Q O 10' REVISIONS 30 29 �� 27 � 4 (v ��o P �� N, � _ 7 � � rr' N 4 12 = w Y 26 2S o 24 ,�v 3 ' ! w q �I I b Ir O U w �a * �� • _ CITY OF RANCHO CUCAMONGA a Y I(p ' °° 1 Z I, _ N SEE SHEET 4 °' L=3.36 V ISAN L 4 ,� RAPHAEL G STREET IMPROVEMENT " 6+10.79 MY 3TATIm MY sTAT1ora 13 TRACT NO. 13703 fd oNf. Ib 10 erly MATCHLINE ' KAt�IGI'ID GucAmoNGA fm $ "F RIGHT Dov �o J=am LOT,r 4, STATIONS LOT# E sr rams SAN MARTIN CT, FROM STA. 1 4, 00.00 TO STA', 6 . 10.79 vQAINAc� gew>s>z 24 SEE PLAN 36 SEE PUV4 SAN ANDREAS DR. FMM STA. 6 . 10.79 TO STA. 9 + 04.43 SAN ANDREAS D R. 23 3.96,40 37 SEE PLAN SAN MARTIN COURT- 26 344.56*75.8 38 PLAN _ 27 2.73,81 39 SEE PLAN oR�F4�, APPROVED BY DATE N SDRIVE.S A �.28 SEE PLAN 40 SEE PLAN `���� CITY ENGINE R.C.E. N0. 29 SEE PLAN 41 SEE PLAN j f DESIGNED: RECOMMENDED 30 SEE PLAN 42 6.32.96 +� No. 390c8,3 M1 1 * Ex,, 6-30-9 / 31 'SEE PLAIT 43 6.63.96 _ 32 SEE PLAN 44 7619.90 \ Jf -i Ii !: DRAWN: 706 N. SHEET qjE 612, MMB, HH DIAMOND BAR. CALIFORNIA 91765 _ OF 8 33 BEE PLAN 48 7.64.90 34 2.40.33 46 0.28.90• CHECKED: (714) 860-3566 ►,RAWING NO. 3S 2.95.27 47 0.6t9d _ F� R.C.E. NO. 3908.7, DA =- -'��' FILE NO. 216005 HEFT OF 33 d 1 j • 1712 92-B 1478.026 a 1 .. 1 . - i - i - i i - - . 1 i - 1 . - i . i i • -. • i . - 1 • i d . , + , - i r i ♦ . - • , 1 a - . . + - AT THE SWC K HIGHLAND « HAVEN AYES. O 0 N SET BRASS DISK IN TOP WEST CONC. in N OF AT M tp M O ENDLOF 44 DRAINAGE T. CHAIIN LINK FSM 7 0 4 FT. WEST CL. SO. BOUND LANES OF LOP OF WESTERLY CURB a - ,f ti �+ o � . i HAVEN AVE. t „a FT. SOUTH a. U ti - M O/ HIGHLAND AVE. 1700 RTION 176 • , , i ; 29.32 - o o �00' V.C. PI= 10.37 NOTE: O.C. ' ADD 1600' TO ALL ELEVATIONS .r`V, ' G1=9.48% G2=1.85% I• 96 SHOWN IN PLAN VIEW - • / ♦ 1 • - 1 i -- • e • + s i , • • . , - x , �� , . • + - - d s , t d + + 1 • ♦ ♦ , a f -+ a - N EXISTING GROUND 4 R1W 1692 . Im -� - 1708 , ♦ - i 1 • • , . . , - . 00 /' '/ / i , . . M O +US coo + v . • 0 1 - , . e - e i - • s s , .. . - • s - + + • - • i I s d FINISH SURFACE @ CL o �� r 95 > d 1684 i � � . - � �' � . � � : \ J - 100' u. PI-_ 110.15 w 171 fi U-)C-! G 1=9.48% G2= 1.8556 •�O Ncr) O1 16 9 2 i 60' VC -Mr m EXISTING 1708 _ , PI= 78.00 + cc �/ GROUND 0 CL 0o cV G1=1.97% G2=9.48% o; to ti , U TOP bF EASTEFLY CURB + o - a i + + 0 • ; f PQGo PORTI1684d � 00a X o; + 00 100' V.C. - 10.37 06 v ++o'^ ±^ 10- O K' 8590 i . in en 4 f / 77.76 TC � � � �' � o 16764 48' vC . • i i • i d . I.97y . ♦ � - •� 1 s , r � i i 4 , s , -} - i � d - + � + a � , - +- i s } PI= 78.912 O + 46' VC � � I P1= 78.92 v ���EXISTING 50 V N � GROUND I R/W a> co oco PI= 77.50 �° S N v . C i e . • . . - e . . - i + i . f i i , d e i ! i f i { i s a i i d i { y s • i Spy m W ^hp I• > o v v f:ri i s 1.b11�. f><Z•t.5 f \ ` lL1 y.J/� 6 P17 oi _. -� t) OUB'LE 'CAL SCALE PROFILE SCALES 5753 0 - , , i 1 d HOR I Z . 1 = 40 ON TAN 63.64 75.64 57.53 29.32 VERT • 1 "= 8 ' OC OC ON TAN I OC 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 CONSTRUCTION NOTES O CONSTRUCT 3' A.C. OVER 4' CLASS 2 A.B. V CONSTRUCT 8' P.C.C. CURB WITH 24' GUTTER PER CITY STD. DWG. NO. 303 i O CONSTRUCT 4' P.C.C. SIDEWALK PER CITY STD. NO. 310 8 311 • O CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 518, CASE C OCONSTRUCT DRIVEWAY APPROACH PER CITY STD. NO. 305, Wsl6; X=5' O O9 INSTALL STOP SIGN PER CITY STD. NO. 402. II INSTALL STREET LIGHT 5800 LUMENS H.P.S.V.13Y S.C.E. PAID FOR 8 COORDINATED BY DEVELOPER, V W o R Q = w SEE SHEET 3 12 PLANT 15 GAL. TREES IN STREET RIGHT OF MAY PER STREET TREE CONSTRUCTION NOTES. • 16 ADJUST WATER VALVE OR SEWER MANHOLE TO GRADE 25 INSTALL W-53 SIGN PER CITY STD NO.402. '�- t2 G �' f '' II 1 u 43 tv). I . 17 X 18 19 20 21 22 a 23 I2 b 4 Z5 + I� DWY STATIONS I I 1� � G P67Q0 TYP � Tl'.LOT # STATION y s`'s 1' 7' ' L`2 .1 .60 .00 41.00 �'Z Ir 44 cT �1rtC I o A SEWER EW. ( 15 0 �p� �`O ` I I RAP AE1- . II f 44.01 0 �Q T �" 1fi r o ' oo }Ol 1N N ANp R �I 1 gA H Rc AS p '1't.�8 0 1 3 0o v,�� O ,W .W I� 5 62 EN "WC.g Ip' �.g. 8 8 I 7 1I OD 11 !�• AGO !�• 7L7 SMH N 0.7'36' E 1�O Y �Cv IF S 13 L + 44•GI �V" F' 17.00 8'S. 8'S, SM 10 11 1 v 1 s 44 \ 14 �E ruw cl 00) I o �.�1 +�v�* OHO �• Ilv $ � 2 q �'` 5 I I .,�-Nu � 0 1.5 y60 rl�►u b I 5 �- 16 rule 11 M 6°� T: ❑ ❑❑ I 45 }, •. 1 T �i6G rtAM m ham- 26~ 34.72 63.00` 67.00 62.00• 41.00 • 18 w5 mm Z Z Ab 19 PMN U) v \00°1v �3 zo 2 4 1I.41 I ,� � 12 6 II N I) 4 LOCAL DEPRESSION 21 3 t 04:W 16 C c (L 15 V 14 13 N 12 11 10 II I� 6 DETAIL. NO. DESCRIPTION DATE BY 22 ! t 44 6 I I +W 1 • 23 4 + "411 w CA��mw to fog cAfy or � ±Iii } �� � ZI N.T.S. ISIONS .T.S. ANn *potruRPohlo* _ CITY OF RANCHO CUCAMONGA 11 SAN SEE SHEET DR. STREET IMPROVEMENT CURVE DATA � p R L T TRACT N0. 13703 • - SAN RAPHAEL COURT B 14°59'57" 112.00 29.32 14.74 ! MOM STA. 0+70.00 TO STA. 4+62.11 C 210'00'15" 38.00 1 139.28 141.80 i APPROVEDBY DATE .2x CITY ENGIN R.C.E. NO. DESIGNED: RECOMMENDED • �'1 F:- 3�0'7 MNIS SAN �� _ �� � � / DRAWN. SHEET 706 N. DIAMOND BAR BOULEVARD '� f (I MCS,HH DIAMOND BAR, CALIFORNIA 91765 4 OF tqj (714) 860-3566 CHECKED: A, _ DRAWING N0. R.C.E. NO. DA - - FILE NO. 245005 SHEET of f ON TANC 0 .0 7.93%1 U U ' SCALE ' ! cy BENCHMARKN0. 92-8 ELEV. 1478.026 AT THE SWC HIGHLAND ! HAVEN AYES. t) OUBLE VE TICAL S L E - SET BRASS DISK IN TOP NEST CONT. WALL OF DRAINAGE CHANNEL ! AT SOUTH �p,9 � F (p �_ Q N V END OF 4 T. CHAIN LINK FENCE 44 - - 1 7 0 V FT. NEST CL. SO. BOUND LANES OF _ > HAVEN AVE. & 146 FT. SOUTH CL. CL / - _ HIGHLAND AVE. . , • • • TOP OF WESTERLY CURB . 00 '-) ►' - m�. � -- a �i C-i Iv or-o S55, NOTE: �; t EXISTING GROUN ,IZ�ae q•nasr0e�♦. AN 1716 ADD 1600' TO ALL ELEVATIONS @ R/W 0•tL j' IN PLAN VIEW: {.�' I 0.629 1 ; L p Z M m � 1 o O ofa , i � o\ W 1692 + � oo' a ' W Nto cr CD 1708 r UQ1 � - d/4 4 1 -Q' °° + Oc Oc 'y ' y w OJ > I �m �Nj) + � N 16'84 . f• - _ _ _ 8 4' VC - _� o +1�C PI-113.51 GI-B.3 G2-0.62% W 203.52' - - - - 1716 FIMSH SURFACE @ CL �'72"VC 0 30' v a + PI=77.97 EXISTING GROUND "' u ci=7.53% �'4.78 , O� G1=1.0% G2=8.8X �' @ CL ' • 0O I > G2=4.78%' W l ^ + n TOP OF EASTERLY CURB °D t / « ,� N EXISTING GROUND _ .I Ql _ OD 1 708 + � _ � � Noy @ R/W 6 i Uai ± aro t Y.ab 0 R.39.T2' / U > U > C) - W 1fi84 , « , ? PI-93. i + > g + a, G1=o.4 00 m 30 IC _ i as M + '� ao 21.38 MC 21.38 ViC '9w1'% 1� ; a� f` r N d' �, V 1[7 PI-112..78 _ PM! e� � M d ^ r � PI=90.55 PI=92.84 1.48 NO eq �,• G1*42091 �t GI 7 ± a� U G1=9.3x 1=10.71 ^ -V _I G2=1.209. / ^ qw 2=10.711"G2-0.9% 60f ve 1676 ` « PI=. '78.59 - 1 r C4 CL O I 1 + + G1=9.10% 50' VC 50' VC �' °- 17.8 _ 43.59' G2=1.72% PI= _77.50 PI=78.80 , '"' OC ON TAN _ . oc _ G1=1.72% ui G1=1.72 rn r G2=1.72% G2=8.87% I �/ ,; I I 43.59 7. 00 °r ON TAN OC v ao i - 'I O O U > ----� -- - , p v o> $� m /¢ �4 14 aD ,� /4 39.72 50.00 rnv - � � ^ rt N `' Oc • 1684 , . . N N f « 12 �1� c 42.75' .0 Oc PROFILE SCALES • a,� � 1 40 t, -I 1.727* �. VERT : 1 "= 8 ' ca 1676 :5 1 - - - - 4- _ t.5 ON TAN OC Oc ON TAN Oc 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 STREET IMPROVEMENT CONSTRUCTION NOTES OCONSTRUCT 3" A.C. OVER 4" CLASS 2 A.B. y @CONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. o 3@CONSTRUCT SPECIAL CROSS GUTTER PER CITY STD. DWG. NO. 309. 8 a d J SAN ANDREAS DRIVE O4 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. NO. 310 do 311 . W Jcr `" SEE SHEET 3 SOCONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 518, CASE C o Z IE W � s @CONSTRUCT DRIVEWAY APPROACH PER CITY STD. NO. 305, W--16' . q 0. v MATGHLINE �'`�"�v4e.14 6+11.29N = 9 INSTALL STOP SIGN PER CITY ;T� N0. 402. � i q+04.466 g $ Z v y II rO ,� f ; � BC O8 INSTALL STREET NAME SIGN PER CITY STD. N0. 4010. I O g r, m CURB DIMSEE ENSIONS FOR i l INSTALL STREET L I GHT 5800 LUMENS HPSV BY SCE PAID 8 COORDINATED BY DEVELOPER. I I A N FZ W _ m O I SMH 3 Lu c N l 8 1 t, G 9 ° �� v 48 11 I PLANT 15 GAL. TREES IN STREET RIGHT OF WAY PER STREET TREE CONSTRUCTION NOTES l 4 ter' v a o W T_ EC I K f 12 6 + 5 N fl 6 7 n- 8 w 16 ADJUST WATER VALVE OR SFWER MANHOLE TO GRADE I I � ' °' G G w I 5 9v �° FURNISH 8 INSTALL PVC YARD DRAIN WITH 4' DIA. PVC DRAIN PIPE. DRIVEWAY STATIONS NL Asa 4 G 2 (� H 0.71 y2 ssp,70 _ LOT# (i STATION I 7.00 Qq • OQ J ;: ; L I = SMH @LETTER PAINT A 12' SOLID WHITE STOP LINE ACROSS HALF OF THE PAVEMENT AND THE D A TYI'. 49 'STOP' 8 FT, IN HEIGHT PER STATE OF CALIFORNIA SPECIFICATION. I 2+14.3 SEWER ESMT. is 0 26 a 7 L,00 4670 . I 17"00 •v 18,w • i 2 4. SEE x�1,a,N 30 00 " cd _ t L 3E PLAN r 3 cr_ s 161 �� 6'W. oA �� 0`x(1. ' - ,s ` \ MH p ` C CURVE DATA EE N ~ I SMH _ �� �' N 0.7'56' E� 0bRly $ I(o °'� 5 �' L ,�� oe� ��'6 �, ,= 16 A \ O 0 R L T 0 + S PLA 5 F- _o � 0 0 � SMH � 1 oy a.,iT a G � n 0 ti�• 4 �� I �o; M ���, o �`� q q0'00 Oo 27.00 42.41 27.W 0 5 � l°I.AN v o I � 5 � �''t� � o� � �• � ...�y � 50 10' 00' 00• lo .oO ?. !0 2t�o7.X01 0 JO I h1 0 _ • 1 -" B 2 I 80 6.412 0 � �- 11 ','�' �• ._4 1 -< L=42•� p a a 43.59- ,;, .00 �, � C 110'00' DO" cj6.00 111-515 SL•�3 0 7 3+11.71 a +I E 60 8 •5+97.61 Z ( <��91 '.. " 309 L=26dt x0844. `�vj {� y2�v ( (� } F 4 J �� • ' " �� �, ., D 10 0 0 0 0 IOZ.GLO 1750 8.97 a` 6a ` co44-'t&" NO. DESCRIPTION DATE BY W I ao :-•.•-� "' 26.5 � I h � --- � 2 E IFJ 102.00 50.OD 25.1 fo 9 �E PLAN m zl 2 ro o I 7 IQ',^" I I �: VAVC IaLIN� x4GR 0{ w M $B6 PLAN a ^ ���'' F" 55 S4 53 52 F la 44 Sq 21800 40.88 20.50 REVISIONS lir + I 11 I I I- , G 16' 44' 17" 21o.ce 58.88 30.13 4q 5EE PIAN � I G 2 p. N � e44'24p" � �� 4 GF-G6 PLAN I �IIBE LX� H I5 44 � r IM-00 50.00 z•I& CITY OF RANCHO CUCAMONGA t- 1 90'+3 0!0 27,AO 42.16 2734 51 Gee PLAN K? SEE SHEET 2 STREET IMPROVEMENT 0 v J 15' 00' 00, 112.00 29.32 14.75 52 GEE pl.At\l . GEE � d' °" 20 K zb7 00'01r to•00 1tx,2B l41 P1L 53 �T7E ur,r }J to 00 TRACT NO. 13703 54 ��74.17 RANGNO GUGAMONG►4 FOK L 1V+V Z(o 20000 54•`x4• 21 SAN FELIPE COURT 66 3+3?.� DIZAINAC�E A 06W 61Z PUKFVW 11 M 8w IT 18" 27.00 -1.72 24.43 FROM STA. 0.70.00 TO STA. 6t1 x.29 8 " • �Qn}E \ APPROVED BY DATE 4'�4I ��p/�`��� CITY ENGINEER R.C.E. NO. SAN FELIPE COURT 1 DESIGNED: RECOMMENDED 39QR7 DG D W/ T FRENCH ASSOCIA TES Y i DRAWN: SHEET • i� r,; ,. ",. 706 N. DIAMOND BAR BOULEVARD n JH,MMB. MCS DIAMOND BAR, CALIFORNIA 91765 OF Q (714) 860-3566 CHECKED: ,,/ DRAWING NO. HP a •- [•' L R.C.E. NO. DATE 12--f -_q0 FILE N0. 24 SHEET � 6F 33 -- - -- _. } i - 7- - —T -�-- - - i r { 1 M 54.91' O.0 i ? 1I :, } 1001 I t 1 itr 1 i 1 t27.4K 27-4g, . Q VC VC n 1720 : i -+� o _ 1720 PI 1691 T2 P1.94.40 000 BENCHMARK No. 92-B ELEV. 1478.026 6Q2 5% G2-7.867� I a '/ . AT THE SWC HIGHLAND O ti SET BRASS DISC IN TOP WEST CONCAVES. IHALL OF DRAINAGE CHANNEL 3 AT SOU m � EXySfING SUfPACE �;� � ; END OF 4 FT. CHAIN LINK FENCE 44 FT. Lu DC , NEST CL. SO. BOUND LANES OF ' m AT RIW 'I �� SEN ADVE.& 146 FT. SOUTH CL. 1710 4 171 O ti PI-1669.26 F'tgg� C7 10 81+3.86% GI �4 �4 CC G2N0.26% G2-4.38% �4 EXIS • P4 cc CURB I ,oc x mLa o v ' Z N N IM .p 1n + 700 - �, 0, + 1720 `° DOUBLE VERTICAL SCALEgo co CD `S f S MOD r ao w m , >, EXISTT1�iG TOP 1 1690 o �.��;. .. OF MEDIAN CURB + �" ra ,� CXMWAt K .o - N � 1 7 © 6/NES A �- FL X-BUTTER _ a t` °SMrN W,0 r� i 1<6N1a nAN6 1680 ,.� , o �otn►rs • c pIN t t R r EXISTING TOP OF MEDIAN CURE ^�' I t690' a -- BA CK PF 904' RErVIfly J- CD USE CWlY WMFRE SPEC%f%Ep -�`i a FINISHED SURFACE ! WtY MEDIAN CURS PROFILE 1680 ��r N `- ! 2 SCALES YANPleAP17P ACCESS RAMP11 HORIZ. 1 = 40 '�� N ; ,, VERT. 111 8• 246+00 247 + 00 248+ 00 249 + 00 250 +00 251 + 00 252 +00 253 + 00 CONSTRUCTION NOTES.' 106 /3 28 3 CONSTRUCT SPECIAL CROSS GUTTER PER CITY STD. DWG. NO. 309. a, t 8 FURNISH 8 INSTALL STREET NAME SIGN. uvt 96. 18 1m HAVEN AVE.- w 13 REMOVE EXISTING CURB 8 GUTTER (HAVEN AVENUE). w t 10.Za AMBER LANE �Q a 15 SAW CUT AND JOIN EXISTING PAVEMENT. a 4 TRANSVERSE 2 ©Ur; EM r[T zo ~ 17 PAINT 12' WIDE WHITE CROSSWALK LINES PER STATE OF CALIFORNIA SPECIFICATIONS. 2 MEDIUM BR00 w min z z w �- N w� w 18 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. DWG. NO. 304. z �`' ��-- FINISH al. � Cin ' ,1_ (L� 19 FURNISH a INSTALL P.V.C. 3-RAIL FENCE. 4 MBER LAN •� 10 a 00 2 CONSTRUCT 6' COLORED P.C.C. ON 3' CLASS 3 AGGREGATE BASE PER DETAIL 'B' HEREON. z 2 + +o SEE SHEET 2 .� 5 4 5 3 5 2 `� °Q a ^ , N 7 ,t N� 5 CONSTRUCT HANDICAPPED ACCESS RAMP PER DETAIL HEREON. SAN BERNARDINO I < .t 17 `� �� ? COUNTY FLOOD 3 z G' N 4 " a � w�Z ©6 COLD PLANE EXISTING A.C. 5' WIDE x 0.10' DEEP. CONTROL DISTRICT Z o ti t 9 Z !0 2EEA1WALL:, 'JOIN EXISTM RIGHT OF WAY �� 3 �� s o - ,� - EOUESTRIAN TRAIL 2© INSTALL STREET LIGHT 9500 LUMENS HSPV BY S.C.E. PAID a COORDINATED BY DEVELOPER. `t' - Jl�o PER TRACT 10827-1 INSTALL R-260 SIGN ON STREET LIGHT POLE. `, 28.24 REPAIR DAMAGED CURB. AMQy o� _ 2 gGR 128.2 / �� 'a� ' qi 55.00' 1.00' 4 O' Q Al . '- -' -- - -" - --' --- \ 2® FURNISH d INSTALL 24'x24' BROOKS PRODUCTS CATCH BASIN 9' P.V.C. DRAM PIPE d __ - _ __ V JOIN EXISTING IZ' COMMUNITY T AII- s SIDEWALK PER TR.108274 PARKWAY DRAIN PER CITY STD. DWG. NO. 507 8 DETAIL 'A' HLREON. fir REPAINT EXISTING LANE LINES PER CITY STD. DWG. N0. 407. MATCH EXISTING 31 REPAINT EXISTING LEFT TURN POCKET LINE PER CITY STD. DWG. NO. 407. Ilu �,y� t9aV< z 3���- v O ��' z9 -�Xi��1N9 � - 1(V PAVEMENT GRADE A �; y ;� ;� �,� WKV ( ( ti3 �iXI�(IN� uX�� X26 A tiv A 3Q REPAINT DIRECTIONAL ARROWS PER CITY STD. No. 4oT. D 33 PAINT 100' SOLID 4' WHITE APPROACH LM W/TYPE G MARKERS AT 25' ON CENTER. MATCH — — —i - — Iy � - i _ I J r - Y�XILi1 iN �— �� X I_ 1 Nh -T 23 CONSTRUCT 0.10 THICK A.0 OVEkLA'Y ON EXISTING' PAVEMENT. EOUESTRIAN TRAIL EXISTING _ _—_—_ _I_ � __—_ _�___ __ __ _ - _ _�_ __ _• _ — _ _ _ O STEP THROUGH GRADE ac �' — >- Map .1 20 'A`' 2� 25� - �` 2M bIAN. --•_ PER CITY STD. ~ � 11 — — — — — tb ao �C1�1(IN(� GuRt=i x_20' MATCH . 3- - . EXISTING x� f�1°i'flK(� o < ��� (�U'f'f�R 0�ERof LAY GRADE 3'tw106V-DlTclt 7 zz =__--_ _ � —_ --1— — =__ __ _— —=____