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HomeMy WebLinkAbout1171 BM NO. 92-8 ELEV=1478.026 WILSON AVENUE > > j AT THE SW COR HIGHLAND & HAVEN AVE. SET > > CHAFFEY COLLEGE BRASS DISC IN TOP WEST CONC WALL OF DRAINAGE CHANNEL & AT SOUTH END OF 4 FT CHAIN LINK a a a FENCE, 44 FT WEST OF CENTERLINE OF SOUTH BOUND LANES OF HAVEN AVENUE & 146 FT SOUTH OF CENTERLINE OF HIGHLAND AVENUE. -.,,-,,.-]TRACT SITE LEMON AVENUE CITY OF RANCHO CUCAMONGA HIGHLAND AVENUE CONSTRUCTION NOTES GENERAL NOTES STREET 19th COUNTY SAN BERNARDINO , CALIFORNIA 1O CONSTRUCT 4" A.C. OVER 4" C.A.B. 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, o 2O CONSTRUCT 3" A.C. OVER 4" C.A.B. THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD a SPECIFICATIONS FOR PUBLIC WORK CONSTRUCTION - CURRENT o PER CITY STD. DWG.z O CONSTRUCT V P.C.C. CURB WITH 24" GUTTER ( EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERANCE TO THESE STANDARDS AND Lu N0. 303 ) . SPECIFICATIONS. U a = = 4O CONSTRUCT P.C.C. CROSS GUTTER (PER CITY STD. DWG. NO. 306) . 2• ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, WATER METERS, VALVES, FIRE HYDRANTS, ETC. SHOWN O CONSTRUCT 4" P.C.C. SIDEWALK (PER CITY STD. DWG. N0. 311 ) . OR NOT SHOWN ON THESE PLANS WITHIN THE RIGHT-OF-WAY LIMITS S. 6O CONSTRUCT LOCAL DEPRESSIONCITY STD. DWG NO. 518, CASE PER OR IN ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE ( SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED y�F B)' AT NO COST TO THE CITY OF RANCHO CUCAMONGA. ICINITY 77 CONSTRUCT DRIVEWAY APPROACH (PER CITY STD. DWG. NO. 305) W=16 • 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL CONSTRUCTION 8O CONSTRUCT WHEEL CHAIR RAMP (PER CITY STD. DWG. NO. 310 FAMILIARIZE HIMSELF WITH THE SITE AND SHALL SE SOLELY PLANS FOR THE OF ) • RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING �� DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR NOT 9O INSTALL COMBINATION YIELD AND STREET NAME SIGN (PER CITY STD. SUCH FACILITIES ARE SHOWN ON THESE PLANS. DWG. NO. 402), HEE Y 10 INSTALL COMBINATION STOP & STREET NAME SIGN (PER CITY STD. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA DWG. NO. 402). ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO CUCAMONGA EASEMENT OR 1 1 CONSTRUCT BARRICADE (PER CITY STD. DWG., NO. 404 a 405). RIGHT-OF-WAY. I I -CHA — I ITRACT Now " 12 PAINT CENTERLINE MARKING-NORMAL BROKEN YELLOW LINE WITH TYPE 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER, D REFLECTORS (PER CITY STD. DWG. NO. 467). PAVING STAKES SHALL BE SET AT ALL HINGE POINTS, EDGE OF 13 PAINT 12" WI SOLID WHITE STOPLINE ACROSS HALF OF PAVEMENT, WITH PAVEMENT POINTS THIN 0.01 FOOT OF SUB-GRADE ELEVATION AND O LETTERSMORE THAN 50VING "STOP" 8 FT. I N HEIGHT (PER STATE OF CALIFORNIA STAKEST TMAY BE REQUIRED BY INTERVALS. ENGINEER ASANDEEDED AT WARPED 01 f-- I S EE d. SPECIFICATIONS). OR VERTICAL CURVE AREA. W 14 REMOVE EXISTING BARRICADE. 6. ALL SEWER, WATER, ELECTRIC, GAS, TELEPHONE OR OTHER UTILITY SHEET 5 + W 15 INSTALL STREET LIGHTS 5800 LUMENS HPSV BY OTHERS LATERALS, MAINS, OR CROSSINGS SHALL BE CONSTRUCTED PRIOR TO ( ) PAVING. r► +N _ 16 PLANT TREES IN STREET RIGHT-OF-WAY (PER CITY STD. DWG. NO 7, COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL, STREET 604) . COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE II I2 17 PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A I CONSTRUCT UNDER SIDEWALK DRAIN (PER CITY STD. DWG. N0. 507) . WWITH'WRIT REPORT THESE COMPACTION TESTS SHALL BE BRAT`ID' SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE II I 1 18 CONSTRUCT MANHOLE A" (PER CITY STD. DWG. N0. 510) . PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 19 CONSTRUCT MANHOLE FRAME AND COVER TO ELEVATION SHOWN ON PLAN 8 AT THE COMPLETION OF PAVING A MATERIALS REPORT SHALL IIBE M1ttU�F Pte— (PER CITY STD. DWG I I I I PHA E ll! � . NO. 512) . SUBMITTED TO THE CITY ENGINEER, LISTING ALL TESTS OR I I I I I 20 CONSTRUCT CATCH BASIN NO. 1 (PER CITY STD. DWG. NO. 502) . AND GRINATIONS ON OCOA P MPLETEDDALT TO VERIFY STABILITY, OIL CONTENT PHASE 3 21 CONCONSTRUCT JUNCTION STRUCTURE "B" (PER CITY STD. DWG. NO. 9, PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE CITY ENGINEER. LISTING ALL TEST - II E6BER��== — _ =�� p / Ile- 22 CONSTRUCT CONCRETE COLLAR PER L.A.F'.C.D. STD. DWG. N0. 2D - OR DETERMINATIONS COMPLETED TO VERIFY SIEVE ANALYSIS AND (PER SAND EQUIVALENT OF AGGREGATE BASE. 11 JOIN EXISTING STUB. 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND II ( PAVEMENT TESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR CONSTRUCT 18" DIAMETER RCP. D = 2000 TO FINAL PLAN APPROVAL). / MMR ~ 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH —�� 25 CONSTRUCT 21" DIAMETER RCP. D = 2000 CONSISTS OF A ROCKY MATERIAL, T'HE SUB-GRADE SHALL BE ORUiET � z " PREPARED BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB- - V) 28 CONSTRUCT 24 DIAMETER RCP. D = 2000 GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE FILLED WITH A _ _ 0 � 27 ADJUST EXISTING MANHOLE TO GRADE. MATERIAL. RADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE �� INSTALL STREET NAME SIGN. (PER CITY STD. DWG. NO. 401). 12• IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE, A SOILS STERILANT REGISTERED BY THE E.P.A. FOR USE UNDER A.C. I I // // �� AND P.C.C. SHALL BE UNIFORMLY APPLIED AT THE MANUFACTURER'S 11 � _ RECOMMENDED RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO // BARSAC// � Pt- _ PAVING. WZS� - . 13 I I — AN ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENGINEER ONLY II �� HE T I' FOR THE CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL P AS /I/ I I I MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID. ANY ITEM OF WORK REQUIRED BY THESE PLANS II II WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF INDEX DRAWINGS QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER ITEMS OF WORK. 1` — — — — ✓ / /// GAMAY GT — _ — __ S I I I I 14. STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS J';F�_66HER — _ __ ___ I I SHEET NO. CONTENTS DESCRIPTION 01 AND 402 SHALL BE CONSTRUCTED AT EACH INTERSECTION. 15 CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM ILII I RESPONSIBILITY FOR THE CORRECTION OF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE REQUIRED HI I 1 1 TITLE SHEET PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY 11 ENGINEER FOR APPROVAL. 2 TYPICAL SECTIONS J , t� __ _— _ _ —_ 16 WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT, % 3 PLAN & PROFILE--LEMON AVENUE BARSAC PLACE TO SEMILLON PLACE CLEAN, HAZARD FREE, AND ORDERLY STATE THROUGHOUT V — I - _ �� CONSTRUCTION. THE SITE SHALL BE CLEANED UPON REQUEST OF THE 6AttAWA - - - - - -� j I' f 4 PLAN & PROFILE--LEMON AVENUE , SEMI LLON PLACE TO EAST TRACT BOUNDARY INSPECTOR. 5 PLAN & PROFILE--BRANDY PLACE 17. CONTACT ALL UTILITY COMPANIES AS REQUIRED, 48 HOURS PRIOR TO 11� �\�►��� ��l Ij _ � II EXCAVATION. 6 PLAN & PROFILE--TR AM I N ER CT. & ZINFANDEL s 1" 18. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY _ (W /OW . PAVEMENT SHALL NOT BE PLACED UNTIL ALL UTILITIES AND UTILITY SEMILLON PLl/ LATERALS WITHIN THE ROADWAY HAVE BEEN INSTALLED, ALL ON-SITE ESTIMATE OF QUANTITIES / IMPROVEMENTS COMPLETED, AND ALL UNACCEPTABLE PARKWAY AND VALMDA—AV6 1 PLAN & PROFILE---BARSAC PL. & SEMILLON PL. ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED AT THE ITEM DESCRIPTION QTY UNIT REMARKS I I \\�\� � DIRECTION OF THE CITY ENGINEER. 2 CONSTRUCT 3" AC ON 4" CAB 120 1 CONSTRUCT 4" AC ON 4* CAB ,18 SSF F LEMON AVENUE PLAN & PROFILE--ZINFANDEL ST. & CHANDON PL. II I `\ 11 II I I 3 CONSTRUCT 8" PCC CURB & 24" GUTTER 8,766 LF PER CITY STD NO 303 (E/O SEMILLON PL.) 4 CONSTRUCT PCC CROSS GUTTER 3,040 SF PER CITY STD NO 306 \ / L I ' I' II II 5 CONSTRUCT 4" PCC SIDEWALK 35,061 SF PER CITY STD NO 310 g PLAN & PROFILE—PORT ST. & WINE CT. I i CONSTRUCT DR I AND 3„ CITY 0 F RANCHO CUCAMONGA 7 CONSTRUCT WFiEELWCHAARPRAMP H W=16 20,594 EA PER CITY STD NO 3�0 10 PLAN & PROFILE - STORM DRAIN DAKOTA ---S 9 CINSTALCLOCAL DEPRESSION 892 8 SF PER CITY STD NO 518 EA PER CITY STD NO 401 LSTREETNAMESIGN 10 INSTALL COMBINATION STREET AND I I PROFILES - STORM DRAIN LATERALS STOP SIGN 1 EA PER CITY STD NO 402 TRACT NO. 12873 L211 EA PER CITY STD NO 404 — 12 PAINT CONSTRCENTERLRI NEAAT LEMON AVENUE 1,236 LF PER CITY STD NO 407 (PHASE III) 13 PAINT STOP LINE AND LETTERS I EA 14 REMOVE EXISTING BARRICADE 3 EA 15 INSTALL STREET LIGHTS 5800 LUMEN 40 (BY OTHERS) EA TITLE SHEET 16 PLANT STREET TREES (NOT INCLUDED IN f 1v TE: LANDSCAPE PLANS) 159 EA _ 17 CONSTRUCT UNDER-SIDEWALK DRAIN I EA PER CITY STD NO 507 P1.,l: �1: geft- 2 TO TrL,,*zT IZ3-?3 LANDSGAP� 18 INSTALL COMB. STREET AND YIELD SIGN 6 EA PER CITY STD NO 402 Q��FE�S/O SITE PLA19 CONSTRUCT MANHOLE "A" WITH FRAME & COVER EA PER CITY STD NO 510 P+-DN� Poiz GI"(Y MAiNfAIIJ�n R.Ar1E �AP[: �QQ �qAPPROVED BY DATE L AND 512 �C� �, �c F CITY ENGINEER R.C.E. N 22397 20 CONSTRUCT CATCHBAS I N NUMBER 1, W a V AS NOTED 12 EA PER CITY STD NO 502 C��' �F L 21 CONSTRUCT JUNCTION STRUCTURE B 2 EA PER CITY STD NO 509 /LSP tel✓ \1 DESIGN PRFPAREO IN THE OFFICE OF RECOMMENDF 22 CONSTRUCT CONCRETE COLLAR 3 EA PER LACFCD STD NO 137 DWIGHT FRENCH 8t ASSOCIATES 23 CONSTRUCT 18" DIAMETER RCP D=2000 298 LF 2D-393 NO. 12183 =, DRAWN 712-C, N. DIAMOND BAR BOULEVARD SHEET 1� 21 87 24 CONSTRUCT 21 " DIAMETER RCP D=2000 110 LF 1 25 CONSTRUCT 24" DIAMETER RCP D=2000 312 LF '� DIAMOND BAR, CALIFORNIA 91765 26 ADJUST EXISTING MANHOLE TO GRADE 10 EA SD (714) 860-3566 —I OF I i CHECKED O _ 27 CONSTRUCT 2° X 4" REDWOOD HEADER 1,236 LF F CL,C � 3 R.C.E. NO./ /S DRAWING NO. CI TY 11 DATE —� �,/�7 FILE N0. l LV—,A9 OtN 1.S (30' MAA.) Is j1/ 22' 22' IIS � (3dMaX• lh.�.! Z;X16T, tMrRovEMENTS rEf� �' 2' �.g' �.5 r fume IMPKOVemlN • ��-- TRACT N0. 13823 , DWG. No 1113. TKAGT K0. 13623 GKOWN LINE l °� tZ VARIES 0.50 ` 0.23 0.34 qy \tO. i 0.45' p.34' G`� LeveL yTA. 21+50 OTA, l9+(03.51 Lime XI CONSTRUCTION NOTES CONSTRUCT 4" A.C. OVER 4" C.A.B. L_ --- L'-�- O2 CONSTRUCT 3" A.C. OVER 4" C.A.B. CONMJOIN MWOOUCT 2°) 4" (� 1(D O3 CONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER (PER CITY STD. DWG- (D 3 IV REDWOOD H�ADE(C I 3 NO. 303) . O5 CONSTRUCT 4" P.C.C. SIDEWALK (PER CITY STD. DWG. NO. 311 ) . 16 PLANT TREES IN STREET RIGHT-OF-WAY (PER CITY STD. DWG. NO 604) . TYPICAL SECTION LEMON AVENUE TYPICAL SECTION LEMON AVENUE STA. i3+34.24 Tn tiTA• 10 +�3.51 6TA. 19+ 03.91 TO 5TA. 11 +50 0 112ArFI6, IIS-IDEX =Ca TRAFFIC INOEXCs I2=70 IC= 10 6V� SLOPI; EASEMENT VARIAUE WIDTH 33' 33' 00' MM-) 3 � 3 FUTURE IMPKOV�M�NTS 1' 20 2' G.5' 4.5'� ' lei IZ 10.7' VARIES 0.31 0.23 qy 1 TO 0.0 LEVEE LINe -14=1 We c Ll1IJ� Q a I' comfuGl 2"114" 5 1� •P,..,P LE�t:% 0.22' • .•°,o t:� •: Kt;OW000 H�ADEiZ I 3 a 5 Ifo y . 3 2 3 TYPICAL SECTION LEMON AVENUE 51A• 21+50 TO 61A. 15+ 5b-0 0 TICAFFIG INDr;X ° Co TYPICAL LOCAL STREET SECTION - '° Ts?AmiwF,x couar ZWPANrleL *-TveET GF{AWGids! FLAGS POIZ.T s;7125.r,-T wlN� GOUt2r i�(LDtNp°� PLAG� (off 5101°t; t;ASEMENT VARIA01.� WIDTH GNAMt'A�tN� r'oApMILLO�1 Pl�G� 3 33 33 (30' MAX.) II' ' '2222ll' TizAf F I& I IJ p�X = 5 n — - � 3 Af n fulMe IMPIZOvem6NT6 1 24 2' 6.5 4.5 oc -TPACT NO• 13823 rte- e�l� JP \ LEVEI. LINA 1 CONti1RU61 2"x4" y l0 R�OWOOD RMW" I 3 TYPICAL SECTION LEM0N AVENUE '�`� � � � � © KEMS° 66G116" 4 A0060 A001-t`°"AL 067TA`U� ' � VD••ba see NO. DESCRIPTION DATE BY tiTA. 25t 5f�.1a1 TO 2�+ 20.18 1KAF1=1G INDEX ° f� REVISIONS 10 CITY OF RANCHO CUCAMONGA TRACT NO. 12873 (PHASE III) TYPICAL SECTIONS RpfESS/p APPROVED BY DATE y COQ N,q� CITY ENGINEER R.C.E. N0. 269-l" C'.r1 f � F�. DESIGN PREP E IN THE OFFICE OF RECOMMENDED 6LH DWIGHT FRENCH a ASSOCIATES 1124 1—m �7 cr 3/nf/y9 IQ DRAWN 712 N. DIAMOND BAR BOULEVARD SHEET No. 12183 DIAMOND BAR, CALIFORNIA 91765 gc 1¢ IRS (714) 860-3566 OF fqT CIVIL �.;' CHECKED 1k � DRAWING N0. , �� � .� R.C.E. N0. 12183 OF CA\ CITY DATE Z� 7 FILE NO. 11 -1i I DOUBL EMER� KAL SCALBM N0. 92-8 ELEV=1478.026 V u 42,400 42,38' OC AT THE SW COR HIGHLAND & HAVEN AVE. SET PROFb5,uD IMP, PER _ BRASS DISC IN TOP WEST CONC WALL OF DRAINAGE CHANNEL & AT SOUTH END OF 4 FT CHAIN LINK pWGt. i I( SHFaT 7 4 A/4 I4/414i41A14 A/411�/4IA/416/4 FENCE, 44 FT WEST OF CENTERLINE OF SOUTH # I) 6 � � 1560 BOUND LANES OF HAVEN AVENUE & 146 FT SOUTH 1560 c>s EX15T. GRADE CD N LY (a!WLo � r v a- U O 'r 3) OF CENTERLINE OF HIGHLAND AVENUE. f` �--� ��-- ----� �_.--ter y N X PRcpo5ED TDP OF N'LY CURB 1550 z 1550 + m 3 .t O -� E 9 1560 Q 1560 EXIST GRADE CD R=-0.5 Lu F1NI5NED 3URFAGE GD CE j 1550 t. oX Q .. � 1550 W Q S cO J N -i- + 1560 1560 I EX15T. GRADE b) 5'LY R/W�\ 1550 1550 PROFILE SCALE HORIZ. 1'�= 40' VERT. i'�= 8 13-1- 00 14 +00 15t00 16 + 00 17 t00 18t00 19 +00 20+ 00 CONSTRUCTION NOTES O CONSTRUCT 4" A.C. OVER 4" C.A.B. Sf-� S441. 7 O3 CONSTRUCT 8" P.C.C. CURB W!'TH 24" GU'T'TER (PER CITY STD. DWG. SEE SHEET NO-7 NO. 303) . BARSAC PLACE SEMILLON PLACE O CONSTRUCT 4" P.C.C. SIDEWALK (PER CITY STD. DWG. NO. 311 ) . 01 6O CONSTRUCT LOCAL DEPRESSION (PER CITY STD. DWG N0. 518, CASE y t• B). CONSTRUCT WHEEL CHAIR RAMP (PER CITY STD. DWG. N0. 310) . PROP. wgovEM�N1s, F2m TvAcT 01 I 14 REMOVE EXISTING BARRICADE. 1311;% G11 ( DI�Li• I11T�• q' 7 �� U .I �' 1° INSTALL STREET L IGH'TS 5800 LUMENS HPSV (BY OTHERS) . U3 15 61 PLANT TREES IN STREET RIGHT-OF-WAY (PER CITY STD. DWG. NO 604) . CONSTRUCT CATCH BASIN NO. 1 (PER CITY STD. DWG. NO. 502) , W a V AS NOTED. I I i-I H — nT- tj ^ I` 2i ADJUST EXISTING MANHOLE TO GRADE. I -- 13CR /7-7- 40 41 4 -' �� — 3 �46.—r - -- - ` b I T39 Ilo R/WT1 \/ N EXI 5T, BARRICADE C ?7" - " N 8-`I° 44' ?7`' E KOWN LINA =r -� 51. IMphoVEMt� �- S ---- ---- - --= — - _ ---- - - — 'faAGT 12`�?2 GIT 1� P� �1 c�y�/ N 1 4 Up C;w- 30 f et 14� 3d W `�' `� �01r1 �•W '�- �W � _ eAMING IMFR0VeM6NT* FUTURE R/wz Lo'/ z > Q- PER DW6. N0. 1113 a o Q c> TRACT N O. 13215. J14 Z 0 uj o CieO C� LL }• J do Z 0 to z 3 Q, d 3 � � � Q�OFESS/pN� o CITY OF RANCHO CUCAMONGA m v om LEMON AVENUE -,PE r TRACT NO. 12 373 W- �1 �� , a' , �' �.. 0 ., .No. 12183 (PHASE 111) v - FLAN 8s PROFILE .�grFoF C � LEMON AVENUE 3ARSAC PLACE TO SEMI LLONi PLACE APPROVED BY DATE CITY ENGINEER R.C.E. N0. 2269-( ���h `4jghL �hhh✓ DESIGNRECOMMENDED P-REPARED IN THE OFFICE OF BLH DWIGHT FRENCH a ASSOCIATES 'PCA,& O� 40' CAT.,`,H BASIN P L4 DRAWN 712 N. DIAMOND BAR BOULEVARD SHEET _ SCALE I =20' Di KeVIMCKOWN l,lNe � CONOTRU010N UIM114 ���• 12.29.86 _tW DIAMOND BAR, CALIFORNIA 91765 OF 1 1 E E 71 860- 566 NO DESCRIPTION DATE BY CHECKED O. 12183 DRAWING NO REVISIONS CITY R.C.E. DATE � �¢��FILE N0.. I I 1. Y O D DBM NO. 92--B ELEV=1478.026 42.3310c DOUBLE VERTMAL SCALE ' AT THE SW COR HIGHLAND & HAVEN AVE. SET BRASS IN TOP WESTOF AA 4/4 614�A�4 CHANNELDI & AT SOUTH END OFC4WALL FT CHAIN L NKAGE FENCE, 44 FT WEST OF CENTERLINE OF SOUTH 1560 "idl ri 1560 BOUND LANES OF HAVEN AVENUE & 146 FT SOUTH A '6 Al OF CENTERLINE OF HIGHLAND AVENUE. EXISTIN6 GRADE 0 N� LY R/WCQ z O O R= - o,so % 15 5 01550 CLPROPOSED TDP 01= WILY CURa v N 156 N 0 1560 0 CROWN MeCD UN o ,� �— — EXISTING GRADE C Ct K- -0.44' -- —� R.• 0.38°J. R= — 0.50 % ----T- - -��rT_ � —, 1550 _ __ _ - r _ - 1550 zv FINISHED SURFACE caU c M D O r + N (I) U + U 1560 1560 N n Lu EXISTING GRADE Ci� S'LY R/W 1550 1550 PROFILE SCALE HORIZ. I"= 40' VERT. 1= 8' 20 + 00 21 + 00 22 + 00 23 + 00 24 + 00 2 5+ 00 26 +00 27 + 00 CONSTRUCTION NOTES SEE 5I-4EE-T 7 57 (1 CONSTRUCT 4" A.C. OVER 4" C.A.B. SEMILLON PLACE O3 CONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER (PER CITY STD. DWG. 60 NO. 303) . 3 �p O5 CONSTRUCT 4" P.C.C. SIDEWALK (PER CITY STD. DWG. NO. 311 ) . CONSTRUCT BARRICADE (PER CITY STD. DWG. NO. 404 e► 405), p[ f IU) 15 I5 ~ 15 INSTALL STREET LIGHTS 5800 LUMENS HPSV (BY OTHERS) . V VAq 56 a ql ~ t v PLANT TREES IN STREET RIGHT-OF-WAY (PER CITY STD. DWG. NO ls� _ a- I O �Tn�M DRAIN EA5_MENT 604) . TOE S OPr ADJUST EXISTING MANHOLE TO GRADE. 01 K\1 1 N 20 CONSTRUCT CATCHBASIN NO.I (PER CITY STD. DWG. NO. 502), W S V AS NOTED. TOE: OF- EWL(WE es- U cr L, i B 6oj-74 5 46 347 48 49 507- 51 52 53 54 I 55 — m / — ov W 2 �— (h \gyp. CROWN LING N Z— N 5"10 44 V E 7 � — -� FUTURE ?0''W w v FUTLRE IMPROVEMENTS FUTURE R/W = J � z p z � OOt•�TRuGT 2yx4" RFDW�t1l7 (r o ,� � SDN - z z VaDQ2 0 FDI of FME(4ENT _ 2.0 lu U' o z 3 W= CITY OF RANCHO C UCAMONGA �• v i(1 u}i cu i`!� c� AXP No. 121 lg9 TRACT N0. 12X373 � LEMON AVENUE b� z � ��, aim (PHASE III) OF C.AL�r���` PLAN & PROFILE LEMON AVENUE ' SEMILLON PLACE TO EAST TRACT BOUNDARY APPROVED BY DATE8Z— �� CITY ENGINEER R.C.E. N 2 39r hh h\• y;l'�ti ,yR\,�ov( �v � ' -0 DESIGN RECOMMENDE FICE OF 0, PREPARED IN THE OF BLH DWIGHT FRENCH & ASSOCIATES DRAWN 712 N. DIAM014D BAR BOULEVARD SHEET 0' 40 u �� 0 IZeVlSeD C(�OWN l.lN� 4�v,K-q''1'g°i i2-29-88 �,ee EE DIAM D BAR, CALIF06fiA 91765 ^ OF 11 CATCH BASIN W `t N0. DESCRIPTION DATE BY CHECKED DRAWING NO. SCALE I REVISIONSR.C.E. N0. 12183 CITY DATE FILE NO. If _. I RM N0. X92, B KEY 14 62 ( i DIQ a _ i f i AT SW COR' HIGHLAND ¢k HAVEN A1(E. ET r V EXISTING CtR1aDE ,' ' SRA S !)ISO IN TOP'WEST CONC WALL OF DIRAI<j1AG f i WILY R/W II l: I3� L� �5,�G C�G I CHA NEL & AT SOUT1i FND OF 4 FT CHAIN(LINAC ! I i j I i i I r i I ! FEN'E, 44 FT WEST OF CENTERLINE OF SO TH ! i ` ! T159,0 . ; i C L/�a L�o� _l p -�A �I Cc _�(v SOU D LANES OF HAVEN AVENUE & 146 F SO TH' s i ti3r F E I tf OF EN R N_ OF HIGHLAND A N i TE LI I G L.AN D b'E U_. i u _ - o , f I i 1 41,7 _ 3 { i c v3 I - f _ o o� w L,( cuF Top, o ��– j I I 1 -- — T I f i f I wru , ; T—I i T T �l� j T i i Q . o� r i I r I 3 i 1 i I I I � I i � � - - � � - � � � � � � l.t, f � � I 11rff 1 � � � � I EXIT NCC ORAD€ . � � I I r I ; I I � i _ �� � � ; II � � i f f � 1 � I � I � irtlfll f � I i � 1 � I � � � � � � ,�� � , � s � � a , �, � 6,10! , I � �� f c I f m � i i , { h - 1 1 1 I - 1 1 1 f i I { W FINISH C� -I�l�f � f I �i - (_ i 1 i i II I i i 1 � i i i I 4 � y i 1 � _ � ( - �t —7-- -r--- j 7` - � -r---- - - -7---_q--- -t---- t � ��.. � j rV r - - - - -- m c - r _ �- ; I r 1 ? cA T r f ; � > f I 1-L j { O lJ1 1 ` t O fl ( { L } -� 1Z � , � J" 1 ( � I i`• 1- � � i I I r ' � j � � � � � :LU i T , I 1 ; f I T l I I I ! `� EX s IMG GRACE LQ 610 9 a T 1 l 1 # ♦ - (D E-L 7 R/r♦ l I I 4 _ I f 1 ! p vv �j V �� c �_ � TOP OF E' Y GURB 1 .7;9 �{G 1 - _ + ¢� cr + + > + ( �_ P� f PI - i O � O O © O ! W% tsl r- - ° I i ( i o� +. Jh - -T "-- - '15, ,- -- -— — --_ -- - - -- - ; - - 7. j 8 E? 16'2 + { - i t i lil o cJ N i cJ I cJ { ! T + + Lq W j I LlCo l Co Ll L r N / -0 d r j ; N Li 1 Y I 1 a + PROFILE SCALE i 1 1 4 i�s }- I I ( _ - H R 4 9 i I HORIZ.- I 0 I I 37.s► ` VERT. - 11' 8' 0 + 00 1 + 00 2t00 3-1- 00 4`+00 5 t00 6 t 00 7+ 00 8+00 CONSTRUCTION NOTES OZ CONSTRUCT 3" A.C. OVER 4" C.A.B. (�3 CONSTRUCT 8' P.C.C. CURB WITH 24' GUTTER (PER CITY STD. DWG. 15 NO. 303). O5 CONSTRUCT 4" P.C.C. SIDEWALK (PER CITY STD. DWG. NO. 311 ) . O6 CONSTRUCT LOCAL DEPRESSION (PER CITY STD. DWG NO. 518, CASE B)• � o ^ / �ZAIN�GE FA%MF_Nr O7 CONSTRUCT DRIVEWAY APPROACH (PER CITY STD. DWG. NO. 305) W= 16' . $� (7 8 CONSTRUCT WHEEL CHAIR RAMP PER CITY STD. DWG. N0. 310) . �8 O 20 O ( % O o s F O INSTALL COMBINATION YIELD AND STREET NANE SIGN (PER CITY STD. DWG. NO. 402. 7 r' ! �� n r 04 t 15 INSTALL STREET LIGHTS 5800 LUMENS HPSV (BY OTHERS) . r ` �A �fl / 0, 7 T,Y e6 gk5 _v } w= 14 16 PLANT TREES IN STREET RIGHT-OF-WAY (PER CITY STD. DWG. NO \ �ADG �/_ (o� 604) . r\ CONSTRUCT UNDER SIDEWALK DRAIN (PER CITY STD. DWG. NO. 507) . CONSTRUCT CATCH BASIN NO. 1 (PER CITY STD. DWG. NO. 502) W Or V AS NOTED. I � � r� � G 6 7 7 �O � v _T .- O 2Q ADJUST EXISTING MAi�JHOLE TO GRADE. � r, � 7 �9 / p � 27 _ c� 7 8 CN w / ,�� ?� 0 2 _ �\ 69 ; ;�jN �► \o �r �p �ti ��ti. 0� 1(0 O $Y . . /cg 90 7 ,� Y CATCH BASIN i � Py. ; GSCALE I � 20 �`„� F ISF15► �:'i3 Wil- � o � � �� ��Y Old � ��� � 92 ,��� N 27 � /\�Aq�u � 96 A3 _ o tl� + I g3 _ s, �� 1000, � p Q 95 94 � O CITY i r r r �� �< < ,� s b �,5 ��; , C IZ Y OF' RANCHO C CTG AMONG A ec 06 VATA I� L \ sT_ �\ e �l /� ` �� ,meq . , q II R �- T A4 j /, , , 7 �J 7• fit` 7 h�. C��� F TRACT r r i < , I RAC I N0. 12873 ° 31 4 300,00 308.35 IGq,37 `�� �a, r l T3 Q O gkO ( PHASE III) A 58 5 a 3 N - r3��I�9 PLAN a PROFILE Al Z3 513 09 30000 13Cv,�l? 50,30 ro ��0 12183 3O, �- 71 �. Y P0 � A5 N A F �i�,L �� Q RANDY PLACE A Z 23° 53' 3q” 300. 0 131 .4� 7 7.3d 6RT .ST " } s r T9l R`�\ u s�� RFT + �'x. APPROVED BY DATE zns i 2 97 CITY ENGINEER R.C.E. NO. 22 97 N N /�3 93� 33 2G 22,00 2�3.G0 142,32 T hyo 9 15 '��� A¢ 16 2q' 37" 516,00 10,-0 ,&4 51,77 � � DESIGN PREPARED IN THE OFFICE OF RECGMMENDED A � 21° Z5' S�" 31a.0o II�,�IS �o. 8 ° ' ' o. } - BtrN DWIGHT FRENCH a ASSOCIATES 1" `a�87 I p 15 42 3� 535.37 14(0.79 73,36 BRANDY PLACE _ DRAWN 712 N. DIAMOND BAR BOULEVARD SHEET 1a° 00' 00' 100,00 _b1-42 15.04 E 8 a 0 i31 11i1 27.00 41.77 -Z6,Yo EE DIAM�'' BAR. CP' 35661'A 91765 5 11 � NO. DESCRIPTION DATE BY OF C 119a 00� oo 313,0o 131,3? - - - F 7q 0351 _F3 410 47.00 37.51 22-SO CHECKED DRAWING N0. � REVISIONS F. E . 12183 // / CITY PATE _� �- FILE N0. _ f r T { r.5,G G:' : I t 1 I r r , tALM Np. '92: B E EV=1478. 2 i ' SC E- ' : � I L G L L1 VERT C; AL LLG �.l G D : 1` AT jl-IE SW COR HIGHLAND �c HAVEN AVE. SET r i i i RAS RISC IN OP :WEST CONC WALL F D AI AG 1 i , I e r �- q i HA NE' & .AT SOUTH ND .OF 4 FT C AIN LINK ; � � E F{ { 1 1 1 I j j T FEN E, 44 FT WEST;OF CENTERIrINE`OF S TH i � , 1 i - - r 4.2.41 I614 ,614ITH; ; I i In ANS 0 HAVEN A NUE 14 F SO � i r� / r t ( r� BOU D L F 3E � i , - - 9 Q 4 a/4 a- FJ V � �P YE , r' r r 5� I Y o .a rF HIGH AN A N E.OF 0 HIGHLAND AVENUE. , } i I ts1 r �' i 31 42 OGA OC _ M A' v 14 °I 4 X TI C-, GRA E � - i I + i != 1 �I !7. - i U.1 I tY I : : N Ly RI w I ; I a 'I i t i I � _ I i , _ � r I + 1_ i• i cA• 1 - I I i i w i r I ; I i I t i I i i I 1 � I I 1 i I f i , , - - - - - - - --- - - - - - ? - -- - ,--- --T --- r. O al t r g i I r � r x r r i � 6 f j �} i 1 I I tel' 6' R PQ-$ED fDP' f f t 1 ' - - - � - cp � I p F i� �.Y G R� : t � � I � ; , 1 9 r, i � I I f i ; � , I I , j i � 'PD �" i _ + I i I _ f - { 4 ; i _ i f t_ - 1-- •i � i � im I � - { { 1 r I , i , i : I 1 V _ . _ t �J S. - - -r• - - - i i i - T _ 1 ; { i j j- I : i i { - ---- - � - - - - � I i i ; i �-- • - T - - C(5 ! -I �'-,{ I IT' I '• i , � � � I I i � , 1 1 T V { I I } I 1 v ff I 4 l C t 1 s r 1 i f - I I 1 { t ; i t : 1 fi > - 1 T I 1 1 1 dl � - k ; r. ; ; r r - Y T - I i 7 ' { 1} 11 f I i I I , 1� ----- - -- Q _ Tf T � , , 5,V V I I � -�_ ;•--� � �- � � � I I , � a � I � l X 1 1 - _ I � i ( , � � � � i I � �' I k, _ �r• � I I I I � � I � I I { � 1 �! �RAD 1 i r, '0 I I i i I I � r E Sn I 1 , I rI cLpA , I �o � m t� q fo• - ; �+ i I T !Sa l{1 cD SO _ - i 5 ---fi T 4 r ! 517 0 I Q `f' ci O� �`' i r �- I g + j I i ►i> , m t m sA a T- ! V cA ;d N P _ o + + CO + - a� v . n c� FINISHED SURFAG, + �,, ►� 7 - G� j 3g VC= 14�,7q' � ri- + I I = 4- f P1 157? 7 �� U s i j N I L { { ' LfCo Lf� L/� L/(� UG j VG - 00t ♦ 4 : i i , : rr F= A/4 / 114': d 4 p4 / Z c ! L�Cc( 00 i ul v o XI TING GRAPE A E ; - o R Q , 4 4241 , p r i ' Sl.Y R/W; 7 to S' 4 4 d/4I I l 1 , 1570 PRPP05ED TCP , f OF 9 LY CURf~3 l9 ' I ' PROFILE SCALE I 5.G �` + 1 as. 12,12 43.5�' I I).3 ' �2l1✓ ' Z�+.�A9, i HORIZ. - I - 40 c o oc oc oc oc - r i fi I VERT. - I" 8' - - -- : , 6+00 5-f00 4-t00 3+00 2+00 1+00 0400 CONSTRUCTION NOTES �2 CONSTRUCT 3" A.C. OVER 4" C.A.B. CONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER (PER CITY STD. DWG. 15 NO. 303) . fi� 3 0 �L 7 - TRAMI �R COURT 4 1 5a.71 P�'' O CONSTRUCT 4" P.C.C. SIDEWALK (PER CITY STD. DWG. N0. 311 ) . i - O6 CONSTRUCT LOCAL DEPRESSION (PER CITY STD. DWG NO. 518, CASE 3 ? iS TTI 7 7 CONSTRUCT DRIVEWAY APPROACH (PER CITY STD. DWG. NO. 305) W=16'. �L V 31W Q rt ph/Y, CONSTRUCT WHEEL CHAIR RAMP (PER CITY STD. DWG. N0. 310) . 32 Z �� 3 -� -� �() - c ,=1>' d. ^A csJ >- m;-� 9 INSTALL COMBINATION YIELD AND STREET NANE SIGN (PER CITY 3 d 37 i6 2g �{t30� $owy`� 7 �� 3 fn 3 s\3 � O STD. DWG. NO. 402. 6 m 4 o ` +07. 5 EG �-��' + a o �' S E M ILLO N PLACE 15 INSTALL STREET LIGHTS 5800 LUMENS HPSV (BY OTHERS) . 4 16) 5 o OI t !E 5PEBT NO, 7 16 PLANT TREES IN STREET RIGHT-OF-WAY (PER CITY STD. DWG. NO 28 27 3 26. 25 -- 1 `y � �!' ` �� �•w �j . •:-a-=------ •, .^ _ Q� I v. ( � 28 INSTALL STREET NAME SIGN (PER CITY STD. DWG. N0. 401 ), f-C! \ f �v �� --� ^* *-�• T ~ 20 CONSTRUCT CATCH BASIN NO. 1 (PER CITY STD. DWG. NO. 502) tj1^M or w a v As NOTED . �D �.� ^� F 03 W r 27 ADJUST EXISTING MANHOLE TO GRADE . r 8 DW . 6 Lu o. tip` -_ � �w--+- ` Q iJ Lu .33 44 45 46 3 - - Y 0 ZIWANPEL-�T fl 7 / 5 I G rt +00 00 _ clu(2VE VATA �' � 16 36 fl- 4 40 M I N N 3 U' 12� IV I 18' 112' q.0 IL n 00 + >, r v rn ►` J _ �'� w I T_ 20+I 3 M Y1- 0' Q (` �' T 111 (}1 h cit Q Q 3 Q I- 0, A BSI, 101 39" L-7-00 42.02 2G.62 �� �j C� M 01 ` 4 � cl 1} 4 - n_ ^ ° d 144 0 �5' cv�C� + 1 �' _ - a tAj o �` (�O' 9� w ��s� O N `� C ff Y O F' RANCHO C UC AMONG A B 3 43 56 1000,00 100.04 50.06 - W = 14' , �'��!y�R 7 7 7 7 7 15 Q�pfESS/pN y= 6i - , TRACT rr < BI 5°43' D�" 9 82.00 110.Z4 4�I,Ir _ � t --- t � ��,�� F. FBF ��y TRAMINER COURT � �, ZINFANDEL STREET �� y TACT No . 12873 a?- 3 43 93 1018,00 101.14 50ACn OI o i�s3 �_,, q �Xr' rn Ill PLANHAaE PROFILE A No. 12183 1b 51, 54,. 1000,00 3Z-55 16.28 o �S s�. s s,� �c � T RAM INER COURT 8� o d d- c4���c 6 6'� , 1 I . 6 01 k _ CIV11- cl 4 51 01 1010.00 a6i.16 43,11 f s: ��c ,.� s�9rFo - �,•� ZINFANDEL STREET FC APPROVED BY . DATE ?r aft C2 10 51' 54�' gg2,00 31.gCo I►3,93 •i... ,:<. CITY � -�-ti.- R.C.E. N0. 22397 D 1352 OI'I IOZ,Od �.�09 12q•0 is � �:.,, ..lT. ENGINEER � - O i sj S DESIGN RECOMMENDED 10 0 00! 00'1 33,00 it 1.33 g�•g3 6 C8 j�(9 O� 40+ PREPARED IN THE OFFICE OF E 1 oc�� �o BL" DWICH`i' FRENCH a ASSOCIATES 'PGa '0/ '�a7 F W101 �N 51. 00 4.19 %010 I �JO01 00" 2� 42,x{1 21.00 C \ DRAWN 712 N. DIAMOND BAR BOULEVARD SHEET CATCH BASIN '� !. N a 1 1 SCALE I = 20 DIA�AiD BAR, CALIFORNIA 91765 c OF 11 • CR/EE (714)-;860-3566 p NO. DESCRIPTION DATE BY G I5 42 33 535.31 14r0•1`l 73.04 1 10 00 00 102.00 171,60 0.92 CHECKED 12183 DRAWING NO. Il ' 00, 00u 30100 131.32 -- K 113 co 00" 100,00 31. 2 15.34 REVISIONS CITY - R.C.E. . )/ H � jDA ,� FILE NO. _ r � TT HLE VSRTICASSCAj � a� ' i Ia �'` MQ 1 i �"T /� �' "1 F L��T fie, : t _ - i t `J 4-2 I ! 9'x. 4°�4 �+ , + ` - ! i I �4 �l - j 1 15 + I5, d + T�� (�F i' l �Y �}/ Y j I 1 o �/ t l - 4 A � I i , I , 11 I ' r T (� - �- CO 1. O A t+�j f I /, I - ! i �`� 4 `� �� _ ��t;IST 6f A E - ,�l T � � ; a @ Ci` (�tti! - _ b L �4Jrzl N &� � - n i � W LY /'�1 { - _ oWILYi- ; I • � I E X15 T,_ TOl� OF T u� 1 t 8 I �, { t f' CURB . - � � �p �l i ! i iI fA c 1 - Po- v oP ••� o s -- - o rt - , I � � � , _ � � 0 570,5 t— T 7 T + I5 6( fN1 pFERY CURp; - Ll�o 1Cd L Co L16 L/6ll E n r; r s l 1 ( I t N ti _ 1 - � -- - - r T i 1 � 5, r : r� 449 0i OG (vG 'OC G I I { 1 I _ 1 � i �- , - N m om I ! I ,^ O } 1 1 i I 5� I N1 ! v CA t { 4 i } 1 I _ 4 - ; �q { j i 4 } Pi �l r I4j { l ! 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IIII SHEET 8OF 9 `� .� u 1� v " ' ZINFANDEL ST AI 13 I ► 3� 38.00 84.74 a1,4�d � �_ � - � LEMON �VE'`�1�� 1 7 C - (t r OC w Qv {- >U 15 .7 7 + 7 I 7 o 1 , 15 �_ o A2 2 4 41 00, 3105 00 158.54 80152 �! v -+- 5 O Coo o �\ I 33, 3� vl� dj �h ti ='�� y c uJ �` c3 ` �?(`� f 5 D ;< _ 7 34� 30' Is" t Q/ 3 N o 3 + _� + +- �II' 22' 22 11' } �� \�h� I?' , l�+� 13�� 1L' Lo �c1j, �'� �i y_ ri 3 a �� A3 31 OD�OO�� 33?.00 29'. 52 15$,3�' � 7� `� -� � � � f 12' 'i8'�` 18,--t 1� � � `� �'� �� N d► - m u n �0 3 '" � •o ti-' � i "' w �- ti'' - - ��-- 147 �- SGS >:�r Zo _ r ' �` IJ N jP? 2 .�1 u� $ 4 3 A4 19 53 48 35000 ►Z t.54 �01,3`� - cj CO C NN N ST EFT } � �► , 101 i 2 IV, �B r� +� II 11 - i� loo CATCH BASIN R �, I a � +� ,� / � ...�-•.._. :�•• � �� '�> `�.� •,3,>, �-- 'h� � • A5 31 OH 12 350.00 190.00 47,40 > SCALC 1 _ 20 CATCH BASIN H gg . -- ``�� � ti- _� r: c� 2� 1 13 y v °i` SCALE I 20 �� \ , Ori c;I ry. ry1• ti' 8 v n _ —6 W - ��'' 6 � ��N �"` o � ► �7 ` �� ( c �,j� � � � � n �0 ���j�" , � � u y� y��� u'I�t ('� � 0��� • � r, � ' \� GV 9 A 1 9 / 0°m105 t1 . IM n- ` t; W / 1 P G X10 03 37 2 7.00 42.4 4 27.03 Nk -` � \ \� �� g � 18 00 00 190.00 31.42' 15.P,4 4'�9 �•9 Al —I / • p ( • ;;x 4. �' _ �- LI 0� 5 a �pWY• E 150 42 38' 535.37' 14G,�q' 7-3 u L O I J11,13 / _A �' �ti` �S9,2c : F 198 00 00 3 .04 6GR 1 \` D \� EGIZ 46 6G / I !I z 14 1 _ 2 �' \ < �^ 25 QEF 5HEET 'f �,, c S55, we >' 3 � Iz,,� _ >- ��,. _ N -F 7 i o JOIN (15 x,18 NO. 6 �� 3 ��c . N 61 V -3 t r, + I= + A ,,Pl OC IST;; P. ` , % ;c IS i -i + �, 7 Y BM NO. 92-8 ELEV=14 7 8.0 26 JoIN(137s,18 F x r '� +- 3•- � c 2 N 7 15 10 �'J — IA ID ,�" 6 '� �� ��1-6. �`X w Z N ' N �p� I a 7 \ AT THE SW COR HIGHLAND & HAVEN AVE. SET O � 20 �� BRASS DISC IN TOP WEST CONC WALL OF DRAINAGE J A4 O j- - 7 FENCE,E44 FT WEST END OF 4 ENTERLINETCHAIN OF SOUTH K 4 CONSTRUCTION NOTES I0 r BOUND LANES OF HAVEN AVENUE & 146 FT SOUTH CONSTRUCT 3` A.C- OVER 4' C.A.B. I . BARSAC PLACE OF CENTERLINE OF HIGHLAND AVENUE. ✓i \ S 9 ZD + Q, NJ O3 CONSTRUCT 8' P.C.C. CURB WITH 24' GUTTER (PER CITY STD. DWG. NO. 303). ' X i a Y ° 11 Y O F' RANCHO C UC AMONG A 7j ✓ 3 O 6 O CONSTRUCT 4 P.C.C.P.C.C. SIDEWALK (PER CITY STD. DWG. N0. 31 1 ) . O r' Qf SSS// 6 S s m ) i ZO g 3 t V 6� �► © CONSTRUCT LOCAL DEPRESS ION (PER CITY STD. DWG NO. 518, CASE ���_____ N,9 14 � / o� � -� B) • l F�� 20 CONSTRUCT DRIVEWAY APPROACH (PER CITY STD. DWG. N0. 305) W=16. "FRAC'T NO.. 1 2 8 7 3 �3 9j 01 is CHAMPAGNE ROAD �� �� @8 CONSTRUCT WHEEL CHAIR RAMP (PER CITY STD. DWG. NO. 310). (PHASE � os 1 ' 8 ' h� 10 INSTALL COMBINATION NATION STOP & STREET NAME SIGN (PER CITY STD. No. 12133 PLAN PROFILE �� co PROP. 5T. IMPROV. PER w= 14 6 7 6 SEMILLON PLACE �3c } NS. C _ �► h , DWG. NO. 402) . ?� �► j, .� TRACT 13 I I S DWG. V=6 �` � Q /� < - '� -- 13 PAINT 12 SOLID WHITE STOPLINE ACROSS-HALF OF PAVEMENT, WITH \f rlVl` BARSAC PLACE t II 1� �F� N0.II II, SHEET 9 OF 1 0 O LETTERS 'STOP" 8 FT. IN HEIGHT (PER STATE OF CALIFORNIA � CF 11��`� / SPECIFICATIONS) . w- 2� I 1\7A �v N 14 REMOVE EXISTING BARRICADE. APPROVED BY ` DATE G �! YENGINEER R.C._. NO. 22 397 • \ p1 ✓ p���/ G 15 INSTALL STREET LIGHTS 5800 LUMENS HPSV (BY OTHERS) . CITY ` SEMILLON PLACE .h`°° ,�ha'0��� �4) 16 PLANT TREES IN STREET RIGHT-OF-WAY (PER CITY STD. DWG. NO DESIGN, RECOMMENDED LI 8 PREPARED IN THE OFFICE OF / p 0 U �°� /hQ� �r�h �� 604). BLH DWGH`� FRENCH a ASSOCIATES t�►a / �_ Jho 1I CATCH BASIN K Q CONSTRUCT CATCH BASIN NO. 1 (PER CITY STD. DWG. NO. 502) W a V DRAWN 712 N. DIAMOND BAR BOULEVARD SHEET , A3 NOTED. DlAMO_UD.A, CA IFORNIA 91765 ? OF T BASIN �' +� SCALE 1 = 20 CR/EE 7 - 566 CA J CH BASIN S 27 ADJUST EXISTING MANHOLE TO GRADE . NO DESCRIPTJON DATE $Y � n O SCALE i = 20 CHECKED - DRAWING N0. R.C.E. NO. 12183 REM SIO N S CITY DATE G FILE NO. / 7 r ll t 1 , 1. 4_ I'4_ : i- � T i � I t rr �1 c I .- i D Q I 1 BM N 92 B ELEV= 478. 28 { Q ! DOUBLE ,T VERTP' �� �� � �� a AJ /f�b 4 � I � A, ' � � i� i AT 7�.�E SW COR" HIGHLAND p, HAVE AVE. ET I 1'' LAN F". N � , o �'�( 0 42AI r- i N CYX i i aj$ f 4 IN TOP WE T CONC' WALL OF D AI AG2A1OG � HASC74 RA AT SOUTH ND OF 4 FT CHAIN LWK 4 Iil FEN 44 FT WEST OF CENTER NE`OF SO TH O d tt 4 / /4 4 old I p ? d F,(4 t I ? -!t� � .� OU D ES HAVEN AVENUE 14 F SO TH' 150 I i 1 i a/r a p �S i 1 ,i l �r 1 I I '� i i D A 84 $ U 1 4 14 l,4 {4 ; o -!n �- A/4,Q/4,�1/4,P�� � -�, �, � �" I 0 i OF ?ENTERLINE OF HIGHLAN AVEN -I X G J - D k5T- p o r -;- >nu 4 I � i 1 , r 1� L L� i i � I ! 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O 0 o 10 r {- FROPO:ED TDP + r'F rIJ Qi iI E G�K4iIIIi!�ii1;i fQcT+ -eCtIIxiFlj�_t ,I;I'I1i7 r ' S0aJ,� P��/�h,�� � R��T��,1 v�k�,!III(I�I�IiI} ,O, oA'�F-° �I� vL ' EI4,II,i4,iIi1I III ��3S3&,n,II�l(IIlIii S y� C , � liII'II�iIj,i A L GiIi�1I� ' E + 4 17Z35 HORIZ. 1 4d + oC CVERT 1°= ' 4-)0f00 1 + 00 2+ 00 3+ 00 4+00 5 +00 64007+ 00 8+00 9+ 00 10+00 47 0 Wu �" � C%.: ATCH BASIN U � 2z +:ri;lj�I1. i o SCALE I 20 CHAND N PL W= ro ;3, � CATCH BASIN IsV=51211 < G 4h N01 EE �HEET N0, q END CRIMN TRAN51rIGN SCALE 1 20S ; �FsGCO p \ (9 +00 CONSTRUCTION NOTES20 01 I JA0 n 0 �r z rD T. 8 CONSTRUCT 3 A.C. OVER 4 C.A.B. i Ii (� 7 10 DWYCONSTRUCT 8* 7 P.C.C. . .O NWIN C0T NO. 303) . 95 ORT�c C, STREET ' SEMILL N LAC1E�c4 't ECCONSTRUCT 4 P.C.C. SIDEWALK (PER CITY STD. DWG. NO. 311 ) . 113 CONSTRUCTLOAL DEPRESSION C ITY STD. DWG NO. 518, CASE `�B) -Za „103 I 66 \7 CONSTRUCT DRIVEWAY APPROACH (PER CITY STD. DWG. NO. 305) W=16 CONSTRUCT WHEEL CHAIR RAMP (PER CITY STD. DWG. NO. 310I.Fv uoINSTALL COMBINATION YIELD AND STREET NAME SIGN (PER CITY STD. DWG. NO. 402 A cs) p r CONSTRUCT BARRICADE (PER CITY STD. pWG. NO. 404 a 405), 01,1105 dW Ri� w 70 © INSTALL STREET LIGHTS 5800 LUMENS HPSV (BY OTHERS) . LL' P'l PLANT TREES IN STREET RIGHT-OF-WAY (PER CITY STD. pWG. NO Q ilU 604). R 52 53OC¢ CONSTRUCT CATCH BASIN NO. 1 (PER CITY STD. DWG. NO. 502) n �041�Nt L iqw W a V AS NOTED.47 48 49 0 51 28 INSrgLL STREET NAME SIGN ( PER CITY STANDARD DWG. N0. 40I ) 9 rr QJ o � + C9 tbn 54 27 AD EXISTING MANHOLE TO GRADE. + 4 C) 1 C (3-1ZIN• M 5T 7 J 7 VP 59 L}I + 60 61 62 63 64a65 a"--TO? CONSTRUCT UNDERSIDEWALK DRAIN PER CITY STD. DWG. N0. 5071 Z QjI-0+1q,u;, c,wI, pN F. 4) ez 0 0 , $ T+ 4 CURVE DATA GUiz vE 17ArA CIFY 0F' RANCHO CAN0NCG A PROFESS/Q To OF F. 0 Z!2� K L T 10,0010011In.ov 17. q2 CHANDON PL � TRACT NO. 12873 A Woo'oo'4 2 .00 42 x1' 2001 'oo0' 0' (PHASE III L STREET ►iD°ao35' �z.831 PLAN 8PROFILE °. 121813 got, 4 Wt V= r 4 , � qo,zfl G 100X7.00 �,54 -97,001 �_ _ ZINFANDEL STREET CHANDON PLACE ofca5°43' 5O loom, So. o APPROVED BY DATE ° A CITY ENGINEER R.C.E. N . 7 C 5 43 55 1000.00 100.04 50.oG z PARED IN THE OFFICE OF RECOMMENDEDDESIGN ° ' "C 1 43/a0110oo.00' &O.ZH' 40,1-7 ' 0o � BAH DWIGHT FRENCH a ASSOCIATES �A Io2140 UNDERGROUND SERVICe c I° 07 134 I000.001 Iq. M' CATCH BASIN M DRAW712 N. DIAMOND BAR BOULEVARD SHEETCATCH BASIN N DIIAM ►' BAR, 91765 SCALE 1 0 CR EE (CtLE I 20 OF 0, 4G 1018,00 3035 Il<37 , N0 DESCRIPTION DATE aY 1.800.422.4 LEAT CHECKED R.C.E. N0. 12183 DRAWING NO. 54399' 9$2,00' 49- G' SUM " REVISIONS tCI`Y DATE FILE NO. � - r IIiIiIIi1I I 0(� I z I i X15MI63-! 6RAR.EL LDU �� i i 1 /fir O 3Y1,L.Y RJ�ND� • U. oEi �'C", � ' SCALE � . x.74 ; � � I l { �� 11 + { i ! 6N i 1-3 -- �N��$-lii►•l It _-._�$g N�j —_T /_�wy.•.�=•��T-,'l/__2j'(I���.�1 1,{IlItII1I I Y ' !I Ii`iIIi{i ,�C�a��4.-7i y�ti►�I(i�i`I 9 1(°�---`-��TO�ii1(IfFtirI�'fI�—`! �•�t,—o_NNN�ao1��-*9►li� ,III,, �tIi�(i{{{#t�E;IGI`���no�lc+--�'i(i`Si-� if1l!Icis�f},I� �,�1��,T���!�Itt�t 1`-_•-1; ���#III1i{�IItiiI(t •-1 ✓SI�►%Il�iI�i15(�i1#1�Ii�!IIII!3—�fi�!:Y 4 - ictNii{i(IrI{� l�9 `�l►���I�I{ii�I!iiii LO E!153 8 5(3 � 'A 56 j Q0 0 to � � 0`� T T T� 15 LZ 7 FINv�0 � AGf -T 1 1 ATIM,Y F lN 157tI{ri�iI�i{fI{II if CL a156 Fv, "I T ° i 4 N EXNGRAGE7rP A � �� W � f 151T NI k3 rt PROPOSE TS15 0� Lig !��I LJOF 5'LUR l�G� D 4 L 4 G G + - RO0 CF ILEiIIifh€�{�iIi{!IEi;I'I{ rI��E�{ii;Ii�iI ISI CfIII�#iII��IjirCrI ALiifiI!t+�iI{� E % 4 /� HORiZ; 1 40I 1 11 ZVERT8) fara 0+00 1 +00 2+ 00 3+ 00 4+00 01-00 1+00 2+00 3 CO BM NO. 92- B ELEV= 1478.026 AT THE SW COR HIGHLAND 8 HAVEN AVE, SET BRASS DISC IN TGP WEST CONIC WALL OF DRAINAGE CHANNEL S AT SOUTH END OF 4 FT CHAIN LINK FENCE, 44 FT WEST OF CENTERLINE OF SOUTH I 7Ii�I��1r; _ Cc2I 22qqo°°ISG1'� �04'�'I' _ 21 182,•G0/�0'''1' �9`�2•q�`n1'�'�/\Q� • ,�C O^'U a I� (�����'��v O�1 —_�'� I p r-15-- `v of 2�� �l 8 1� gN �h D�—}_h-I��$ti�u--t�r—1I2I '.•�1•� 1Ii337��/'F`�g Y.rn,��1��8•v\�•N�'i� �� 1 I(II V�.J a0,3o`�. � ®Q�Ll _ I S•A1E�E�E'4';�E� _GsO\Nh6hh'�I E��„ef r-.;;J18 1 Xi _rl_ �hrt�pr”0tt� �, �S_r�•6• n�a �-Hd,ti ap�@��,,y��✓�a--:_� 0�r oFF�yy9� yk fMe , OOOOO4S315 60 4 BOUND OUND LANES OF HAV E N AV E NUE 8 1 4 6 FT SOUTH OUTH OF CENTERLINE OF HIGHLAND AVENUE. 9.5 SEE SHEET NO. 8 CONSTRUCTION NOTES , `OO, 7 0 #&1 � CONSTRUCT 3' A.C. OVER 4" C.A.B. D' o1 7 1%} 7 OCONSTRUCT 8' P.C.C. CURB WITH 24" GUTTER (PER CITY STD. CJD DW G '. NO. 303) .65 ( " 06 CONSTRUCT P.C.C. CROSS GUTTER (PER CITY STD. DWG. NO. 306) . o 49 y �O :c + � E IQ VCONSTRUCT 4 P.C.C. SIDEWALK PER CITY STD. DWG. NO. 311 F\ (('' 96 W 64 O(0CONSTRUCT DRIVEWAY APPROACH (PER CITY STD. DWG. NO. 305) W=16 1'. CONSTRUCT WHEEL CHAIR RAMP (PER CITY STD. DWG. NO. 310) . _ INSTALL COMBINATION YIELD AND STREET NANE SIGN (PER CITY STD. DWG. NO. 402.Q J70 69 68 67 66 INSTALL STREET LIGHTS 5800 LUMENS HPSV (BY OTHERS) .6ti �I6 W < " clo \�� NT TREES IN STREET RIGHT-0F-WAY (PER CITY STD. DWG. NO 40'55 —zC2 41 uCONSTRUCT P.C.C. CROSS GUTTER (PEFf CITY STD. DWG. NO. 309). ' LL 63 / F N112 110 I 51 Nry 108 117 � CUVE DATA L T 62O F +- 7 N A 52 c)' 7 t5a ClIiY OF' RANCHO CUCAMONGA 6 02 4V 15ik 27,00I 8 23.77 7 3WINE COURT TRACT No . 12873c 5F5, " 21wl FF (PHASE III 41, 522 mPORT STREET cXP 3/vo PLAN a PROFILE 110. 8' <T No. 12183 PORT STREET a D 90400100" 2,,001 42,411 V,Oo � c,/ WINE COURT OF APPROVED BY DATE JA /jE 3(0,26 51 27.00' 40. 7-' CITY ENGINEER iR.C.E. N 22397 a.00, 01 JDO, 0' DESIGN RECOMMENDEDF CzrJGUEZ AD IN THE OFFICE OF 40� BLH DW "�T FRENCH 8ASSOCIATES PG4. l°�tal C 15"4?-169A 14<o•-M' 73.861 DRAWN 712 N. DIAMOND BAR BOULEVARD SHEET DIAMQ' BAR, CALIFORNIA 91765 H CR / EE 66Ib' 0 9G NO DESCRIPTION DATE LWR, CHECKED F E012183 NO. REVISIONS CITY DATE FILE NO.914 DRAWiNG R it a a