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HomeMy WebLinkAbout1580 j.. FOOTHILL FWY. BANYAN ST. PROJECT (FUTURE) w Iii Q a VINTAGE DR. 15 AF� DINOCALIFORNIA CO1� NTY OF SAID BER 0-, l Y Oz F Pit A r� 0 0 C C A 0 G-' HIGHLAND AVE. uj SAN BERNARDINO FWY. O INDEX TO D F IR r s w SHEET NO. CONTENTS DESCRIPTION F_- 11 0_- V F F w w ZLd Y = 1 TITLE SHEET 2 TYP. SECTIONS 8 CONSTRUCTION NOTES FOR3 PLAN 8 PROFILE BIGHORN PEAK COURT VICINITYA P 4 PLAN 8 PROFILE TIMBER MOUNTAIN COURT N.T.S. _ 5 PLAN 8 PROFILE VINTAGE DRIVE ■ 6 PLAN 8 PROFILE PINE MOUNTAIN COURT 7 PLAN 8 PROFILE LONE PEAK DRIVE GENERAL NOTES 8 PLAN 8 PROFILE DAWSON PEAK COURT 1 .ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS , THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS 9 PLAN 8 PROFILE THUNDER MOUNTAIN AVENUE (S) CONSTRUCTION - CURRENT EDITION. CONTRACTOR SHALL BE FAMILIAR WITH AND BENCHMARK NO. 145-B ELEV. 1485.847 SHALL BE RESPONSIBLE FOR ADHERENCE TO THESES STANDARDS AND SPECIFICATIONS . BENCHMARK N0. 145-B, ELEVATION 10 PLAN 8 PROFILE THUNDER MOUNTAIN AVENUE (N) 2.ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND, TELEPHONE OR POWER POLES, 1485.847. AT THE WEST END OF WATER METERS , VALVES, FIRE HYDRANTS , ETC . SHOWN OR NOT SHOWN ON THESE DAY CANYON CHANNEL BRIDGE #54-39 II PLAN 8 PROFILE ROCHESTER AVENUE (S) PLANS WITHIN THE RIGHT-OF-WAY LIMITS OR IN ADJACENT AREAS WHERE DATED 1947 STA. NO. 3O SBD 9.72 IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED RELOCATED OR PROTECTED IN AND 17 FEE NORTH CENTERLINE OF PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA -- t�-NY� _ _----------STREET -— HIGHLAND AVENUE. 12 PLAN 8 PROFILE ROCHESTER AVENUE (N) 3.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF . WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 4.A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING 6 5 4 3 2 1 78 DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CONSTRUCTION WITHIN CITY OF RANCHO EE SH T CUCAMONGA EASEMENT OR RIGHT-OF-WAY. - 77 BIGHORN PEAK CT. 5.ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER, PAVING STAKES 7 8 s 10 11 12 76 O OWNER, SHALL BE SET AT ALL HINGE POINTS , EDGE OF PAVEMENT POI NTS, W I TH I N 0. 01 FOOT `-" 75 SHEFFIELD HOMES OF SUB-GRADE ELEVATION AND AT NOT MORE THAN 50 FOOT INTERVALS . ADDITIONAL �-- to 17 is 15 t4 13 w BASIS OF BEARINGS' 3400 CENTRAL AVENUE,SUITE 325 PAVING STAKES MAY BE REQUIRED BY CITY ENGINEER AS NEEDED AT WARPED OR w EE SHE:_'T VERTICAL CURVE AREAS. w 74 U) RIVERSIDE, CA. 92506 = TIMB R MOUNTAIN-CT. cn w (90`.1')682-5352 73 w THE BEARINGS SHOWN HEREON ARE 6.ALL SEWER, WATER , ELECTRIC , GAS, TELEPHONE OR OTHER UTILITY LATERALS , w cn BASED ON THE BEARING N00°02'02'E MAINS , OR CROSS I NGS SHALL BE CONSTRUCTED PRIOR TO PAVING. cn 1s SE 2FTI 1 22 23 24 72 AS THE CENTERLINE OF ROCHESTER -WNTR4 DRIVE AVENUE PER TRACT 13558 BOOK 207, ENGINEER= 7.COMPACTION TESTS OF EMBANKMENT CONSTRUCTION, TRENCH BACKFILL,COMPACT I NG -- _ - -- PAGES 92-95, INCLUSIVE OF MAPS, IN DWIGHT FRENCH 8 ASSOCIATES ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE 2.s 2s 27 2s 25 �;71 THE OFFICE OF THE COUNTYRECORDER 1470 S. VALLEY VISTA UR.,SUITE 290 CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH THESE COMPACTION TESTS 30 OF SAN BERNARDINO COUNTY. DIAMOND BAR, CA. 91765 SHALL BE SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE SINEvF4UNT _ 70 (909)860-3566 PLACEMENT OF BASE MATERIALS AND/OR SURFACING. 31 32 33 34 35 36 69 8.AT THE COMPLETION OF PAVING, A MATERIALS REPORT SHALL BE SUBMITTED TO THE 1 1 68 rn SOIL FNGINEFR, CITY ENGINEER, LISTING ALL TEST OR DETERMINATIONS COMPLETED TO VERIFY �1 qq.00 STABILITY, OIL CONTENT AND GRADATION OF ASPHALT PAVING. 2 SEE 5H ET �38 67 w C.H.J. INCORPORATED P.O. BOX 231 1355 E. COOLEY DR. LONE_ PEAK -�tVE-_ 66 cn COLTON, CA. 92324 ( . 9 .PRIOR TO INSTALLATION OF ANY PAVING, A MATERIALS REPORT SHALL BE SUBMITTED 4 09) 824-7210 TO THE CITY ENGINEER, LISTING ALL TESTS OR DETERMINATIONS COMPLETED TO 43 44 45 46 47 4865 ui VERIFY R-VALUE EXISTING SURVEY MONUMENTATION SOUTHERN CALIFORNIA EDISON (gOgl 986-5860 SIEVE ANALYSIS AND SAND EQUIVALENT OF AGGREGATE BASE. � "' SOUTHERN CALIFORNIA GAS CO. (800) 443-3466 64 10 .PAV I NG SHALL BE PERFORMED I N ACCORDANCE WITH R-VALUE AND PAVEMENT TESTS = 54 53 52r5T150 49 I HEREBY CERTIFY THAT I HAVE IDENTIFIED ALL SURVEY CUCAMONGA COUNTY WATER DISTRICT (909) 987-2591 6 MONUMENTS OF RECORD THAT COULD BE DISTURBED BY METROPOLITAN WATER DISTRICT (909) 593-7474 EXT. 6295 TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO PAVING). w 6AWSON PEAK coy THIS PROJECT. ALL SAID MONUMENTS WHICH CURRENTLY PACIFIC BELL (909) 999 -5639 1 1 .WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF A cn 55 56 57 58 59 62 EXIST IN THE FIELD ARE SHOWN ON THESE PLANS AND ROCKY MATERIAL THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL ROCKS 60 61 ARE DESCRIBED AS FOLLOWS. � WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR DEPRESSIONS SHALL BE "NONE" FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE NN, LAND MATERIAL . re'?�i,* . 5 . SEE SHEET 8 - DATED �`�' RALPH M.L 54Z RALPH DOMI G 12. IF THE ASPHALT CONCRETE IS TO BE PLACE ON SUB-GRADE, A SOILS STERILANT a DOMINGUEZ REGISTERED BY THE E .P .A. FOR USE UNDER A.C. AND P . C.C. SHALL BE UNIFORMLY IS APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE FOR THE FULL PAVEMENT * No.5425 WIDTH PRIOR TO PAVING. - — - - - - - - --------meg - --- - — - E - ----- ff, Exp,9-30-96 \Q, 13.AN ESTIMATE OF QUANTITIES IS PROVIDED BY THE ENG I NEER IS ONLY FOR THE FOF CAL��O� CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN DETERMINATION OF CONSTRUCTION QUANTITIES BEFORE SUBMITTING A BID . ANY SITE PLAN Q ITEM OF WORK REQUIRED BY THESE PLANS WHICH IS NOT SPECIFICALLY LISTED IN THE ESTIMATE OF QUANTITIES SHALL BE CONSIDERED AS INCLUDED IN THE OTHER NO. DESCRIPTION DATE BY ITEMS OF WORK . 14.STREET SIGNS PER CITY OF RANCHO CUCAMONGA STANDARD NUMBERS 4011A AND 401-13 NTS REVISIONS SHALL BE CONSTRUCTED AT EACH INTERSECTION. CITY OF RANCHO CUCAMONGA 15.CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST , THE REQUIRED PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO STREET IMPROVEMENT PLANS THE CITY ENGINEER FOR APPROVAL . 16.WORK SITE AND EXTERIOR STREETS SHALL BE KEPT IN A NEAT CLEAN , HAZARDvF TRACT NO. 13835 R _ h FREE , AND ORDERLY STATE THROUGHOUT CONSTRUCTION. THE SITE SHALL BE NO rEAND ELf TiQ/CSL �QP� �y�� ' CLEANED UPON REQUEST OF THE INSPECTOR. 7_11E EX/ST/N�i OYr-4pl . o UT/L/T/f5' (TELECO/L!/YlINIC.gT/O/�5 C ) o � TITLE SHEET ONTf�f PPO✓ECT S/Of Of //Gh'LA/ O S �!! B Y1Zf1f61fal//YDfO 15PO 17. CONTACT UNDERGROUNG SERVICE ALERT Ill 1-800-422-4133, 2 WORKING DAYS PRICR TO W Mo T//f &//f 57 POLE O/Y TiS1f'!'1�fST S/Of OF R0ChF,57 i�' Xl�fl'Wf TO Tyf F/PST POLE �,.x:39 APPROVED BY DATE EXCAVATION. � / c� ` Q' CITY ENGINEER —` � L R.C.E. NO. OFF S/Tf 5,4617' OF THE EAST�/PO�/fCT 60!/N0.9f�y J} v 18. THE FINAL OR SURFACE LAYER OF ASPHALT CONCRETE ROADWAY PAVEMENT SHALL NOT L OF C DESIGNED: RECOMMENDED BE PLACED UNTIL ALL UTILITIES AND UTILITY LATERALS WITHIN THE ROADWAY HAVE DG BEEN INSTALLED, ALL ON-SITE IMPROVEMENTS COMPLETED, AND ALL UNACCEPTABLE — PARKWAY AND ROADWAY IMPROVEMENTS ARE REMOVED AND REPLACED AT THE DIRECTION DRAWN: 1470 S. VALLEY NISTA DR. STE. 29u SHEET OF THE CITY ENGINEER. DG JH YC CG DIAMOND BAR, CALIFORNIA W1765 1 OF 2 (909) 860-3566 CHECKED: p4DRAWING NO. DATE MB 9N0. 65SS —li-1 P FILE N0. PROJECT SHEET NO,_ OF_�. i w'�y Et LY R/W R rw f PRIVA?E 73' SGg F,EN WALL ASEME�tt W1019 1' , BENCHMARK NO. 145-B ELEV. 1485.847 PER TRACT IMPROv13562. YAKIES CITY OF RANCHO CUCAR!ORGA "h ,, 2 4„ ' BENCHMARK N0. 145-8, ELEVATION PER TRRGT. 12643 � 13562. 22' ' � 1485.847. AT THE WEST END OF 18' - 2- 5I �\ COUNTY OF SAN BERNARDIN CALIFORNIA 41 mw. DAY CANYON CHANNEL BRIDGE #54-39 51M(N. .�S'M11111 20 20 �W O� O 4 9 lANDDAT17947, STA.FEET NORTHNOCENTERLBNDE90F2 TO `!3'MA Ex 6'vJ oG'M I VARIES - 3 GONt?L VITCN HIGHLAND AVENUE. 2" MAX. P;164T -.-T - VARIES _ � - S AETAININ6 WALL �,� J , , Er HYk6 6) 3Z"OC. 1420 buTTM STREET SER DETAII. NEREof•1 N 4 TO z sE ILS IMPROVEV17NT PLAMSt_ pA�Er >�I�IH EX15T. E. . 6'fRrvATE FOR ti ti tie 6 4cRE EN WNU- 21 ��� _ 23 PItWY. �. �� TRACT ISO. 13835 8VM1W96 • �OC�+Es � FROM STA. 71+62.87 TO STA. 76+49.64 T� a CONSTRUCTION NOTES QUANTITIES y' GURVECINEkR SIDt:�4LK TYPICAL STREET SECTION- ROCHESTER AVE. R;bOo' 10. CONSTRUCT 3" A . C . OVER 4" CLASS 2 AGGREGATE BASE . 139,997 S.F. NTS i�OCNEST� aV& PARKWAY LEGEND SILY T1= 6.D R= N'L�{. N 20 CONSTRUCT 8" P . C . C . CURB W I TH 24" GUTTER PER C I TY STD . NO. 104, TYPE A2-8. 10) x10 L.F. R/w R/w oS"'" MANHOLE 3 . SAWCUT a REMOVE INTERFERING PAVEMENT 2'± SUBJECT TO APPROVAL 3317 L ss' �-- STREET LIGHT PP,IvaTr: a OF CITY PUBLIC WORKS INSPECTOR. WAUL STOP SIGN 4 . CONSTRUCT 4" P . C`: C . S I DEWAL K PER C I TY STD . NO . 103. 4 0,412- S.F. 33' � 33' L.M.D. �' STREET NAME SIGN EASEMENT --- - FLOWLINE 1 1' 22' 22' 11' WldtF( VAME5 G BARRICADE 5 . CONSTRUCT LOCAL DEPRESS I ON PER C I TY STD . NO . 307 , CASE B. Ij780 S.F. CONCRETE PAVEMENT vAr-IeS- 4' To-►' ?�� _ - t' ��� A . C . PAVEMENT O CONSTRUCT DRIVEWAY APPROACH PER CITY STD . NO . IOIA ; W=15 ' ; X=3 ( 5) ?10 S.F. �.M.D. _ F, I,MI,NT. I CENTERLINE ---- MATCHLINE a ' oc; s' ` ----- TRACT BOUNDARY - sem--- SEWER MA i N70. CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. NO. 102. 1EA. rl LEVEL 23' UNE I WATER MAIN <KG'f141N1N4 WALL $D STORM DRAIN 8INSTALL STREET NAME SIGN PER CITY STD . NO . 401A.a4OIB. 10 EA. o WATER METER QF.?l411l( NE�EON• �C_� FIRE HYDRANT 9 I NSTALL STOP S I GN LIMIT LINE AND STOP LEGEND PER CITY STA. NO'S. 401A 8 4018. 8 EA. RETAINING WALL rot e0FM1=f4 WALT. SCREEN WALL 1 0 .CONSTRUCT CATCH BASIN PER CITY STD. NO.30gUNLESS OTHERWISE NOTED. 9 EA. CvNSTRUCTvo PEfz W'�Y• �IW • �iY. w. PKIYAIE FOUAH EozAbtNb PLANS l,.M.D• (PRIYA'ft;) TYPICAL STREET SECTION--VINTAGE STREET ESMT. SGREEN WALL- 1 1 I NSTALL STREET L I GHTS 5800 LUMENS H . P . S . V . PAID FOR AND COORDINATED BY DEVELOPER. 36 EA. N T S 4.0' 33' I 6X16TIK6 PLANT 15 GAL . TREES IN STREET RIGHT OF WAY PER STREET TREE CONST . NOTES . � T1= 6.0 R= If3 22' 16 it' C"+��11i�11� 1 3 CONSTRUCT SPECIAL CROSS GUTTER PER CITY STD . NO . 106-B. 3,51 S.F. fq�;\ IIIII 14 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. NO. 114. G' WIDE WHEN CURB ADJACENT. 4/89 2 S.F. R/W R/W 1 Z• 1� 60' _ 30' 30' LZ' _ r EX. ER 1 6 . ADJUST WATER VALVE OR SEWER MANHOLE TO GRADE . 2 3 EA. so 12' 18' 18' �I. 12' 21 93 3 17 CONSTRUCT LIMITED ACCESS CURB PER CITY STD. N0. 105-C. 145 L.F. FROM STA, 60*66,7770 STA, 70*40. 7 1� f 1 8 FURN I SH AND I NSTALL WOOD BARRICADE PER CITY STD. NO. 131-A. 130 L.F. �� �' � t � TYP AE STREE`I SECTION F... ..HESTER AVENUE N.T.S. I STREET NAME STREET TREE SIDE SPCG. QTY. 19 CONSTRUCT END OF STREET TEMPORARY PAVEMENT PER CITY STD . NO. 132. 173 S.F. os 0. 22' LIOUDAMBAR20 CONSTRUCT 5" AC OVER 4" CLASS 2 AGGREGATE BASE. (9�6'4l S.F. LEVEL _ _' UNE_ 2x BIGHORN PEAK CT. sTYgAciFLulA"FESTNA " 15 GAL. 25' O.C. 22 EA. 4 TIMBER MOUNTAIN CT, GINKGO BILOBA - 21 REMOVE EXISTING REDWOOD HEADER. 81.0 L.F. i 'FAIRMONT 15 GAL. 35' O.C. 24 EA. t1 i h PINE MOUNTAIN CT, uou'�rMBaR 15 GAL. 25' O.C. 1-1 EA. 22 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD. N0. 107-C. 5 EA. y}�1CIFLUA"FESTIVAL. I LONE PEAK DR. 15 GAL. 30' O.C. I(# EA. O PLATANUS ACERIFOLIA b - _ DAWSON PEAK CT. LIOUIDAMBAR23 JOIN EXISTING PAVEMENT. TYRACIFLUA"FE5TIV L" 15 GAL. 25' O.C. 2I EA. TYPICAL STREET SECTION THUNDER MTN. AVE. MAGNOLIA GRANDIFLORA 15 GAL. 30' O.C. 42 EA. ESTt"EAU LONE PEAK DR. 8� THUNDER MOUNTAIN AVE. VINTAGE i71e1�/E c''� � AA 6YGAM 15 &AL-. 35tdC. 23 FA. 24 REMOVE EXISTING A.C. BERM. 2,211 L.F N T S mOCNESTER AVE. SEE LMP I'1R115 O 25 INSTALL STREET SIGN , TYPE NOTED PER PLAN . I-A. TI=5 R= CONSTRUCTION NOTES FOR STREET TREES _ - , I. ALL STREET TREES SHALL BE PLANTED AND STAKED ACCORDING TO CITY GONSTRUIST TYPE A2 8 GURB ( MODIFIED 48" GUTTER ) PER CAL-TRANS I=.F- R/w R/W STANDARDS AND SPECIFICATIONS, AS PROXIMITY TO HA.RDSCAPE DICTATES. ' 50' NO S1 REET TREE SHALL BE PLANTED WHORE THE CENTER OF THE TRUNK nFURNISH AND -STA6 ( ' IS CLOSER THAN THREE FEET(3') TO THE FACE OF CURB. UNLESS OTHERWISE I 25 �I! 25 PLAN E)?5 NOTED NO. DESCRIPTION DATE BY 5'SIDEWAL1t 5, _ 7' 1 18' 18' 7' S' I 5 ' SIDEWALK 2. PRIOR TO THE COMMENCEMENT OF ANY PLANTING, AN AGRONOMIC SUITABILITYREVISIONS t P.u 1-. I 2' j 2• P u. E FERTILITY SOILS REPORT SHALL BE FURNISHED 10 THE CITY INSPECI OR. _DETAIL B ON SHEET 13 OF 1/1 . -�-L- ANY UNUSUAL TOXICITIES OR NUTRIENT DEFICIENCIES MAY REQUIRE BACKFILL I CITY O F RANCHO COCA!1�O N C A SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR. I I I I � 118" . 3 ALL STREET TREES ARE SUBJECT T'0 INSPECTION AND ACCEPTANCE BY THE FURNISH AND INSTALL: 0.5' I �--- o.s' ENGINEERING DIVISION. - STREET IMPROVEMENT PLANS 22' I LEVEL 4 STREET TREES ARE TO BE PLANTED PER PUBLIC IMPROVEMENT PLANS ONLY. 2 PAINT WHITE CROSSWALK LINES 12' APART AND PARALLEL AS-140 TRACT N0. 13835 4 a $g> SHOWN . REMOVE CONFLICTING SIGNS . vowto Am io-I-ALL Ile SCP 7DOOD. 92 L.F. TYPICAL SECTIONS �- Q „FES APPROVED BY DATE TYPICAL STREET SECTION 38 CONSTRUCT TYPE DI-8 A.C. BERM PER CITY STD. 104. ��� W`t ��� 39 CON5T1'SUCT -MX46I r!DN 5T10TLAE FFCITY STD. (bo)( To FIFE) 73 L.F CITY ENGINEER � R.C.E. NO. 2-4q53_ BIGHORN PEAK CT., TIMBER M 0 U N TA I-N CT. - ' W 35 CONSTRUCT PAVEMENT TRANSITION PER CITY STD. 406. ' �A DESIGNED: /� RECOMMENDED a D . G. �.1qC 1( � 7-to-J& PINE MOUNTAIN CT. a �DAWSON PEAK CT. * � �- Q-� � � N T S J?� C/VI 36 PAINT CURB RED WITHIN LIMITS SHOWN. Zlo LF DRAWN: 1.470 S. VALLEY VISTA DR. SIE. 290 SHEET lF OF CAL�� D .G. D.A. DIAMOND BAR, CALIFORNIA 91765 _2 OF 1 2 37 PAINT WHITE STOP BAR 8"STOP" LEGEND PER (909) 860-3566 - � CALTRANS STDS. 4 f:R. CHECKED: D;�AWING N0. R.C.E. N0.�'"����- TI=5 R= H.P . DATE FILE NO. PROJECT SHEET NO. - OF 1 I BENCHMARK NO. 145-B ELEV. 1485.847 BENCHMARK NO. 145-8, ELEVATION 1485.847. AT THE WEST END OF DAY CANYON CHANNEL BRIDGE 154-39 DATE1947, STA.FEET NORTH S9.72 CENTERLINE AND17 �C UC• HIGHLAND AVENUE. EXISTING GROUND - AT NORTH RIW p,5362 P116142- Pl' Slv 9 Csi s-0.659: G= bGBO� �,r -z.z9 0 Gt=-2.099; 42.41'-74 llo - PROPOSED TOP OF CURB m T AT 18' LEFT 0 01 8 r Q Ln IC)i I SS✓� / cerciIK_ �'► y Ny t!j. U1cs mi �"\ M/ �lN/(� Or ✓ -0.b5Ir Pr 55.47 _ G XISTING GROUND - D•b5 A T Ilk PROPOSED FINISHED SURFACE � %n r7 o • S Q1 N kA ko to Z�ry XISTING GROUND N Pt=ss& LTSUTH R/W r- a GZs•-o.�sgo PROPOSED TOP OF CURB h a G A T 187 MIGHT N , h � PROFILE SCALES VERT:T: 1 4 E pf o: o: ff � _ I _ 1 CAI s_D.lali890 - W 0+00 1 +00 2+00 3+00 4+00 `X "1 °N 5+00 ,� + ,•in co • o W It L, CONSTRUCTION NOTES 46 V.G. .42 41 P.=53.82 O.C.. G =-0.659'0 . 6 o. s% I CONSTRUCT 3" A.C. OVER 4" CLASS 2 AGGREGATE BASE. O _ tr1 O2 CONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER PER CITY STD. NO. 104, TYPE A2-8. Z • I ' z, 4 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. NO. 103. Q z CONSTRUCT DRIVEWAY APPROACH PER CITY STD. NO. IOTA; W=15', W . I � 6 0 J Q " , 8 INSTALL STREETME SIGN PER CITY STD, NO. 401A 8 4018. a 0 -40 � J 5' EASEMENT FOR SIDEWALK 0 401 8 4018. � v LEGEND PER CITY STD. N A �L 8 STOP EN c 9 INSTALL STOP SIGN LIMIT LINE AND PUBLIC UTILITY URP 1= , . llv h d V F- Z W TRACT BOUNDARY I I INSTALL STREET LIGHTS 5800 LUMENS H.P.S.V. BY SCE, PAID FOR 8 COORDINATED 8Y -- �3n..- --� -- -- - -- - -- -- - - - M -- -- DEVELOPER. tf 12 PLANT 15 GAL. TREES IN STREET RIGHT OF WAY PER STREET TREE CONST. NOTES, AND tt SEE SHEET 10 OF IZ o SEE SHEET 12 OF 12 W v 11 cv W LEGEND ON SHEET 2 OF 12 w w o I CONSTRUCT SPECIAL CROSS GUTTER PER CITY STD. NO. 1068. 00 13 I I o OD N O O N •I n N I ± co � + N 16 ADJUST WATER VALVE OR SEWER MANHOLE TO GRADE. ccs O f �- M !o 0 17 CONSTRUCT LIMITED ACCESS CURB PER CITY STD. N0, 105-C. II I 6 5 3 2 1 0 4 tZ i it 12 3 6 1Z 6 r2 z o 25 INSTALL STREET SIGN, TYPE NOTED PER PLAN. 2 �.( 6 ) Z5 2 + (I w n f 5 18..00E 36 PAINT CURB RED WITHIN LIMITS SHOWN 2s LL 10+76.00 N _ I 1L a 2 00 N go � 0 37 PAINT STOP BAR 8 LEGEND PER CALTRANS STDS. I I N G' p ` o O _ a 3 T r � 5 C 1 �0 J v ;n N ti f' N X2.67 FL 13 �t ti 's , O v 518.00 II 'a. . 6MH �ti � •� -- llo � N 89 57 58 W ---- SS- ------- 8- 8"sSMN t-4 73u� 32.b4T O `A h _ - ----�' ' Wv , ao 57..17 FL. 7 1 z arc h ?$� �' 6"W ^ I I . - - --- 16 .•.. ' .. C p - ---- o DATE BY \ 2596 �_ � _ ,: •,: ' 1 � NO DESCRIPTION I tea \ 1Z 12 1 REVISIONS II --(D IZ t2 3 �' ti 1Z 6 6 4 2 6 ;� 6 �� 12 9 N�6 , CITY OF RANCHO CUCAMONGA 6 . 25 7 (0 9 -� 10 11 12 3o II N 18, t8, DWY It.STATIONS \ ..FIK>r LOT# STATION I h LAN I, ' 12 STREET IMPROVEMENT PLANS (� '•� I 1 4+Z,6.03 2 3+98. � CURVE DAIA TRACT N0. 13835 I 5' EASEMENT FOR SIDEWALK SEE SHEET 10 OF 12 3 3+15.;S U L_ T SEE SHEET 12 OF 1.2HAND PUBLIC UTILITY PUR OSES Z Q�pEESSilN�,� 4 ,1 2+11-56 1 257• 28' 22" 40.00 179.75 49.86 BIGHORN PEAK COURT - STA. I400.00 TO STA. 4+73.00 � - ��o N� W. o .5 SLE FLAN - - _ 2 38' 44' 29" 60.00 40.57 21.09 APPROVED BY ,/ DATE It W Q � �� ' 6 -� SEE PIAN _ !y z 4, V Z " 7 SEE PLAN - - -- - -- - - - -- - CffY ENGINEER m Z Z c IIQ R.C.E. N0. D D w * Esp. 6__3n_gq * 8 SEE r'UN DESIGNED: T'�L�r-f7"' RECOMMENDED BIGHORN PEAK COURT = 0 > slgT CIVE � 9 2+54 � SIL J[ 7-1014.1p OF CA��� 10 2+6 r.4 5 -11 2+9&50 DRAWN: 1470 S VALLEY VISTA DR. STE. 290 SHEET I� 1 214,31 -46 Y.C. J �Qi DIAMOND BAR, CALIFORNIA 91765 3 OF �` C' (909) 860-3566 !, CHECKED: DRAWING NO. H ��.•1 R.C.E. NO. :!f-6 H.P . DATE --LL-1 FILE N0. z PROJECT SNE`T NO � OF G=-Z•38% F1=41.62 Zr-/° PROPOSED TOP OF CURB �""-''21% -2.09 /o p.G. v 18' NORTH OF 46'v c. 42.41' _ r ot�i b.0 EXISTING GROUND 1550 0.c. BENCHMARK N0. 145-B ELEV. 1485.847 ENCHMARK NO. 145-B, n �� �\ . <J --_� \\ AT N'LY R/W O u 8485 847. AT THE WESTEND ELEVATION O M DDAY ATEDA1947.CHANNEL BRIDGE #54-39 \ N* S� V OSTA.AND 17 FEET NORTHNO.CENTERLBNE90F2 d 30 SD O _ M 0 0 + n7- �_ + �h +'� ¢ ' HIGHLAND AVENUE. 66 1546 _ e M00A r- C{, 46°/ G,=-047/o � G'Z7--o.38'/0 Gz /•Z'�o PROPOSED FINISHED SURFACE AT q � ri XISTING GROUN 1 AT q 1550 1546 3. w �o PROPOSED TOP OF CUR o o(0 o co ,� h 18' SOUTH OF EXISTING GROUND N 1A -1 ao XtV ,: 8 AT S'LY R/W t N _ 'r' LA N P, = 41.40 1550 - _ + � 40 to N z o+ + �* GZ=-2.40% rNn o + + pl= 4G_3 ` v 1546 Gr= 0.43% o Na 37 V U Gt =-Z.3 /o + p,C. f + GZC' N + IL + lu 6' V.G. m PROFILE SCALES HORIZ: 1"=40' G2=-4.26% 42.41' 0 C. VERT: 1" =4' 0+00 1 +00 2+00 3+00 4+00 5+00 CONSTRUCTION NOTES 1C. CONSTRUCT 3" A . C . OVER 4" CLASS 2 AGGREGATE BASE . i 2O. CONSTRUCT 8" P . C . C . CURB W I TH 24" GUTTER PER C I TY STD . DWG . NO. 104, TYPE A2-8. 4C. CONSTRUCT 4" P . C . C . SIDEWALK PER CITY STD . NO . 103. 0' 40' 6O. CONSTRUCT DR I VEWAY APPROACH PER C I TY STD . NO . IOIA ;, W=15'; X=3'. 5' EASEMENT FOR SIDEWALK AND PUBLIC UTILITY PURFO,;FS 8C INSTALL S I REET NAME SIGN PER CITY STD. NO. 401A a 4018. 1 9 . INST ILL.STOP SIGN,LIMIT LINE AND STOP LEGEND PER CITY STD. NO. 401A a 4018. SEE SHEET 12 OF 12 I� SEE SHEET 10 OF 12 w W II I W m . a 00 .� 00 04 O W 1 1 INSTALL STREET L I GHTS 5800 LUMENS H . P . S . V . BY SCE PAID FOR AND COORDINATED BY DEVELOPER. 0 6 0 0 1Z "� '` N o � 1v (I o0 12 + Q 6 16 rn 15 14 13 Nj v 3 1 18 1 ^ + `- a- iL + � N � o 12 PLANT 15 GAL . TREES IN STREET RIGHT OF WAY PER STREET TREE CONST . NOTES AND LEGEND 2 , N N } p p a I I 6 6 2 6 i?. 6 •o r- 3 12- j4 Z 5+18.00 E ON SHEET 2 OF 12 I I 2 2 12 F pp 8+26.00 N 13 CONSTRUCT SPECIAL CROSS GUTTER PER CITY STD N0. 106B. I) y rn -►3 �►� v 2i.ae' S.n .c e L 44.0 7 c ; u u �, �� U L I .4 T.c. T v (p AV3u5T WATER VALVE DS SEWER MANI�O TO GRAVE• 4 h rh 4338 F.L. N G01' .L. y C rr �h 1 .78 L=38.44' N 89.57'58' W 12 268. 8 gMN N 8 S 40 c 8„ tH 3� ?A1NT WN1TE 5TOFSM LE6EMP 1'ER CALTRAN5 5TD5. Q 30.13 Q' 1 1 n 4 r�. 12 � 000 3`1°I7 F. 37 HV - -- • C I ION DATE REVISIONS $ .99 T. 2 ❑D L 45to LLl 1 6 -432 F ;; d 4 - -- S C6� 2 � 6 ,Z q � CITY OF RANCHO C CUCAMQNGA22 22, o. 0` 0 / - ,�2 1Z 12 I"� 21 22 23 24 6 , 30' DWY STATIONS 19. 20 - - - s 1r 1 1s' ,. �r LOT# STATION STREET IMPROVEMENT PLANS 13 4+216.03 CURVE DATA 5' EASEMENT FOR SIDEWALK 14 3}60.50 SEE SHEET 12 OF 12 AND PUBLIC UTILITI 0<_'R''OSE4, SEE SHEET 10 OF 12 15 z+a,sl C R T TRACT N0. 13835 TH U N pe16 2+,fi.5o 1 257' 28' 2Z 40.00 1179.75 49.86 TIMBER MOUNTAIN COURT STA. 1♦00.00 TO STA. 4+73.00 MOU NSA I N ofESs(o 17 ,_ : V - -- ---___ COQ 4q� 1 2 38'_44' 29" 60.00 40.57 21.09 APPROVED BY - DATE !t SEE PLAN m AVE NUS ��a�' 1,9 :.SEE PLAN , 3 02' 12' 08" 1018.00 39.13 19.57 CITY ENGINEER - R.C.E. N0. �'4�51_ TIMBER MOUNTAIN C 0 U RT K t 24w' SEE Pt AN 4 02' 12' 09" 1000.00 38.44 19.22 DESIGNED: ` RECOMMENDED 41 245`.49 4( �� 5 02' 12' 09" 982.0037.75 18.88 � 7- - 61� 22 34-22.4o - --- - -_ _ ____ -�4-f- - �ql CI c 23 3+%8 48 DRAWN: 1470 S. VALLEY VISTA DR. STE( . 290 SHEET Of f A�\� 24 4+31.48 Y.C. DIAMOND BAR, GALIFURNV� 91765 4_ OF (909) 860-3566 CHECKED: DRAWING NO. R.C.E. N0.46�£ DATE FILE NO. LS�Q PROJECT SHEET NO. OF i BENCHMARK NO. 145-B ELEV. 1485.847 r BENCHMARK NO. 145-8, ELEVATION 1485.847. AT THE WEST END OF PROPOSED TOP OF CURB 18' NORTH O . DAY CANYON CHANNEL BRIDGE #54-39 _ DATED 1947, STA. NO. 30 SED. 9.72 0 INC AND 17 FEET NORTH CENTERLINE OF cN I HIGHLAND AVENUE. •� � v /G/11 ' Z O.G. _ > •VIZ ra 42.44 JO EXISTING GROUND � M N � AT N LY R1W h M . PROPOSED FINISHED SURFACE AT I Pis /534 V PI 4157 (f1 1 GI x.73 115 . r I M4 drt IdG e N M pp v V M r �o Vim r ti = b ' M K1 Pi 32 G 1% loo - 9 � t ! \ EXISTING GROUND AT �3 9i O ve N ` M Q N ton H M Pi= 41.34 PROPOSED TOP OF CURB 18' SOUTH OF 5 - m O.C, l53Z ��= 34 /04 .II v � 9.4(r , c, • -I S 38 � pF;'h � � � � � . - , -i �'')V31 1534o 41* U\ N t I EXISTING GROUND AT S'LY RIW � � --� � _`� � � � `� �' �` " '� PROFILE SCALES X534 HORIZ: 1"=40' .1534 �i=4�.5� � \ , " 41- t3-100% �•eago VERT: 1 =4' 0000146 i \ _ 52+00 53+00 54+00 55+00 56+00 57+00 : 58+00 CONSTRUCTION NOTES OI CONSTRUCT 3" A.C. OVER. 4" CLASS 2 AGGREGATE BASE. OCONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER PER CITY STD, NO. 104, TYPE A2-8. Lt! V O4 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. NO. 103. Z m Z rw!q6i J ? O INSTALL STREET NAME SIGN PER CITY STD. NO'S. 401A a 4018. 0' 40 U V -+ O INSTALL STOP SIGN, LIMIT LINE AND STOP LEGEND PER CITY STD, NO. 401A AND 401B. ~ LANDSCAPE MAIRrENAW „ � THUNDER Q EASEMENT TO.T�'E W MOUNTAIN � t'mVq?E II INSTALL STREET LIGHT 5800 LUMENS H.P.S.V. BY S.C.E. PAID FOR AND COORDINATED II CIVf OF PANG40 GUCAMONAA .;� 1SCTAIN1Nb WILL BY DEVELOPER. 52+37.37 VINTAGE DRIVE AVENUE 70+95.75 ROCHESTER RVENUE U v V �r' a) >- 12 PLANT 15 GAL. TREES IN STREET RIGHT OF WAY PER STREET TREE CONST. NOTES, w m w v a SEE SHEET 10 OF 12 Z' o o AND LEGEND ON SHEET 2 OF 12 SEE SHEET 12 OF 12 o FOR PE-.-TAIL, Q z I N + g`y SEE 5Nr-1=T 10 rn �0 16 ADJUST WATER VALVE OR SEWER MANHOLE TO GRADE. 1 IIi I � ( rn Q + Y' + N ,n I II 1�I J3 + N 21 Lo R6 22 23 2 72 IS INSTALL BARRICADE PER CITY STD. NO. 131-A. ill 19 20 4 ¢ 2Cj Q 2 4 0 N 2 + IZ 19 CONSTRUCT END OF STREET TEMPORARY PAVEMENT PER CITY STD. NO, 132. of ` 2 N 25 INSTALL STREET NAME SIGN, TYPE NOTED PER PLAN, I Il I AP' \ - - ,�.� L=s.ssss.14 - 72.00 ., s " al �y�F`� 1 PAINT WHITE STOP BAR 8 STOP LEGEND PER CALTRANS STDS. I --- �.� T � � I }-----•- A��� 14 ,� 31 cl 41.1 '� 15 r� 89'57'58" W �' 380.02 , - -1 0"-w- 40. TC 55 --- - -- - -�- - - -. - -+- + cv i 61 65 -- 163,40 ---- . N �g5'52 O1" E - - ' F ti�� 16 .4h 4� - ---- - - N $9`57'5$" �3-� - _ , � " 4y 3y 12 19 - - '' ' F _ tib I a�l� I a. 1 f rL• _.---- --- - - - _ - -- _. - - ------ --- _ _. - - - - � - 1 1 ' \ j 510P ?8.28 L=53.74 L=3.86:,> - 7�.DG 'O.0 \ 12 �I NO. DESCRIPTION DATE BY rE f6 ,n/wT 4 Iln 2 P.xb 4 2 _ M'� 8 4 REVISIONS 28 27 26 25 ��� Myo W`1 71 29 p N M �s�� CITY OF RANCHO CUCAMONGA 30 •n + , L .� , + II NOTE: LANDSCAPING � TREES FOR 11 W n' 12 STREET IMPROVEMENT PLANS ( I + (,kNwN?E MAtNTEMIACE Z 5E,8 '{F4T 10 OF!2 CURVE DR.- SHOWN ON THE CITY LMD EASENIE/J'T m T,yE J 57+65.91 VIN AGE DRIVE C U R� E DATA SEE SHEET 12 OF 12 PLANS. GITY OF IXANtg0 GUGAMONGA. z 6+58.00 N - - L T TRACT N0. 13835 U VINTAGE DRIVE - STry 52+90 45 TO STA. 59+00.79 rROP05ED E?' 1 ulAE CLAB t Q�C,fESS1 14 04 10' 01" 847.00 61,60 30.81 GgTTE;R s�5101sWAt K Q 1 - - s 15 04' 10' UI" 825.00 60.00 3001 � // r APPROVED BY DATE l� ' 16 04. 10' 01" 803.00 58.40 29.21 CITY ENGINEER - _-._ _- _gl�J LUG R.C.E. NO. 24`153 CD VINTAGE DRIVE W �' ' p � o- DESIGNED: RECOMMENDED C/Vll � D .G. 7-1014 l! 1� ' 01 DRAWN: 1470 S. VALLEY VISTA DR, STE. 290 SHEET `) g Y.C. DIAMOND BAR, CALIFORNIA 91765 IS OF ` (909) 860-3566 - ^ CHECKED: _ DRAWING NO. t� H.P . DATE _ Ez!L _ FILEENO 0. 4'6 ass_ LsLSN PROJECT S. EE T N0. � OE�� . I I i i i 0•C. D.O. BENCHMARK NO. 145-8 ELEV. 1485.847 1 -- - - • Roos D TOP or cud13 17= Dix8� NORTH OF BENCHMARK NO. 145-8, ELEVATION 1485.847. AT THE WEST END OF EXISTING' GROUNDI I DAY CANYON CHANNEL BRIDGE 1/54-39 1 j + j f + t 1 DATED 1947, STA. N0. 30 SBD 9.72 M AT NLY R/W Q,Q�' AND 17 FEET NORTH CENTERLINE OF O.C. I HIGHLAND AVENUE. ----------- lee iee g g IIca 1 Lu Giro-591y. ZZ G?--2.03"/• jwoo ROt�OSCD FIl�tISHED SURFACE Pt=3o.Te . AT i �,•z.�•,�! N 1� . EXISTING i GR U D' � f I r v a� N I I N AT q CD Ln Lu rz -- -- - i --- * - - --- ---- --- ---- - - -- N � g i . W im _ n� rn } M u + aD H +1•lo + �j O Its + ' V z i I i M �� t i fit �i � _ _ _ _. _... . � -- -- N Ply ., . j G1=-1.259'. b F �, -. --Lq _� __ � e o + � i _� G2 6y ,- m m -•_ + I I i N w N + (� 1n 7 i 1.49 Q -. -- - -- - - -- - --- { V o I Q 50 UC { 0'vG PIs 31.00 ! 3?1 ROPO�ED -rOP- .OF �URB�__- . --- _ •�. 19 SOUTH OF �° .� V �I 6212 CIS �, ,EXISTING GR06ND . cy- M ; _ + --- -- ---- - i - - - - i -- - - ---- ---- _ AT S'L RIW + + fi 1 -o59q a -- - _ --- _ _ _- - - - --1- � i 0% N N n r!:. 27. : I -2.32 4 p co I 8h 8b' 41I ab tn v Q o > I t�1 f N _.-. , - - _ j _ , - - ----- co -- I 0.C. 0. o w cv r i N Q ap $ 8 q I 1 33.916'XK o o _ �; � I j PROFILE SCALES FI'31.90 0.42 Cil{o.��. C. - i - -- - HORIZ: 1"=40, _. D oc r ., M 46, I VERT: 1 =4' 1 I P1= 28.19 I { 1 firl -1-25% II i 42.41' I 0+00 1 +00 2+00 3+00 4+00 5+00 CONSTRUCTION NOTES- CONSTRUCT 3' A.C. OVER 4" CLASS 2 AGGREGATE BASE. O2. CONSTRUCT 8' P.C.C. CURB WITH 24" GUTTER PER CITY STD, NO. 104, TYPE A2-8 40 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD. NO. 103. - 60 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. NO. IOIA ,W=15'; X-3'. O' 40 5' EASEMENT FOR SIDEWALK THUNDER AND PUBLIC UTILITY PU RPD 5ES MOUNTAIN U N TA I N w 9 INSTALL STOP SIGN, LIMIT LINE AND STOP LEGEND PER CITY STD. NO. 401A 8 401B. t1 AVENUE SEE SHEET 12 OF 12 0 W5 II INSTALL STREET LIGHTS 5800 LUMENS H.P.S.V. BY SCE'PAID FOR AND COORDINATED BY DEVELOPER. �/ + 12 (b0' SEE SHEET 10 OF 1211 SCE; PAID 1 , 12 PLANT 15 GAL TREES IN STREET RIGHT OF WAY PER STREET TREE CONST. NOTES, AND 40' 33' ' ci m 160'1LEGEND CJ SHEET 2 OF 12 12 6 rl W 0 30' 30' 0 2 29 _� rn 28 � 27 26 25 m 1 18' 18' 1 13 CONSTRUCT SPECIAL CROSS GUTTER PER CITY STD. NO. 1068. (� m 1 12 o N 12 4 + X. (I Q X2 - + 6 N 2 6 6 6 2q o 16 ADJUST WATER VALVE OR SEWER MANHOLE TO GRADE. Of 30 72 66. b. F, 28 35 FL � I F� 2 _ 9 �� a 25 INSTALL STREET SIGN, TYPE NOTED PER PLAN. () off',� 12 1 ��p!Fv 13 "� - L=71.4 `57'58"_W. . Q j - - - 252.42 - --- �' �"-S -4 MH (� I SMH N 8556'16 E $"� I M H - 34.09 3, 9 h°A���` to a, 12 II 90.25 _ NAr •S� - ---- -- --8,` - 16 1vf 0 4.2- r� 1 0�' 00 L. I) 4 03 ' - - 4+58.00 E 26•, 6 G 12 9 ,,, 5+10.00 N 12 I I 31 33 0 (2 35 36) c 4 s NO. DESCRIPTION DATE BY 34 1`- 32 g ,i u �� Z /3�� REVISIONS 18' II 22' 22' IIS 5' EASEMENT FOR SIDEWALK CITY OF RANCHO CUCAMONGA N AND PUBLIC UTILITY PU?P05Es SEE SHEET 9 OF 12 DWY STATIONS _ LOT# STATION t1 z 25 3ST IO STREET IMPROVEMENT PLANS -1 26 3+38.50 CURVE DATA TRACT N0. 13835 = 27 2+62.59 U V 28 I+G3.6g (\ L T PINE MOUNTAIN COURT - STA. 1+00.00 TO STA. 4+13 .00 PINE MOUNTAIN COURT , 257' 26 39 40.00 179.73 49.89 Q QR1F�:�st���1 29 SEE PLAN --- - - / 2 3T 33' 16" 60.00 39.33 20.40 APPROVED BY / DATE7 !� 30 SEE FLAN i CITY ENGINEER Ap R.C.E. NO. _ 31 SEE FLAN _ 2''.453_ a NaS6 32 SEE PLAN " - 2' 33 22 1018:60. , 45.42 22.71 DESIGNED: RECOMMENDED * E'o 33 I+ ---- - - -- -- -- - - - 96.46 8 4 05' 46" 1000.00 71.49 35.76 DG 7-ro�� J}ql C/VI 34 2+30._l6 -- - ------ -- f Of CA1�E 35 3+02,50 9. 2' 21 ' 31" 982.00 40.42 20.22 DRAWN: 1470 S. VALLEY VISTA DR. STE. 290 SHEET 36 3+73.96 10 40' 05' 14" 60.00 41.98 21.89 SD D A DIAMOND BAR, CALIFORNIA 91765 18 OF 122 (909) 860-3566 CHE(KEL: �� DRAWIINNG^NO. R.C.E. NO.4,aS� H.Y.P. DATE FILE NO. PROJEC I- SHEE1 NO_ - OF.,-31-) J-4.fAt I �r� err a PROPOSCD TOP Or CURB I I i 1 ; 18' NORTH OF Ck I ! I _ I BENCHMARK 0 1 5 1 E N 4 B 1485.8 7 I 4 } ' ELEV. 4 ,3 i fIxZZ?4 j 'EXISTING - - -- . - - - 1528 � )1� � --- --__ _. --_�._ __ __ _ 4 _ __ _ _---_ _ . , ---- _ , - - � , � � � ��--3►;r. ��=-n,8s7 - . . _ _ _ I i GR1 1485.847. AT THE WEST END OF g AT N'LY I I BENCFNuIARK N0. 145-8, ELEVATION } F $ w ( { G 42.411 DAY CANYON CHANNEL BRIDGE 154-39_ DATED 1947 STA. NO. 30 SBD 9.72 1526 f PI 19.49 O.G. AND 17 FEET NORTH CENTERLINE OF 0. $ o. G.=-0.851,(,f-2.119: 04 I HIGHLAND AVENUE. ULTIMATE .o; �" S524 FUTURE I '�--e-- NCDNSTRUCTIOIU8 Qj } In �" _ _ •- ! �_.��- -� � � _ 4.a- r•`) " -0 : 17%' 've ROP FINISH D SURFACE 111518 , AT ! - -t} N 1 � I qg 1 Q OJ Nh r4li XIS`TING . GROUNDt52 1ULTI MATAT f5�� -FUTURE CONSTRUCT10�1 ; 4-_ t52© t a►��' -3. PROPOSED "TOP OF URS - �; 4518 a ,= s �, �� , 18' SOL)TH OF } ' 1526 t - $ t516 U) ^ � I '� 5 _ $ XIS�ING . GROUN - + �' "It AT S'LY R/W ♦ t N N N - fi 5�2 r� 19.07 Gi- -0.85% G2 3339'♦ ._. Ica i 15th- T l 3'vc So'vc I $ , `� PROFILE SCALES 1 j o'C P�-- 23.41 PIC 22.24 i cr + ULTIMATE =0.7el- G,=-3.r7°�, &,--0.85% ac s I _ j _ s-3.1790 1 _ . # _ _ _ _ - -v - -. -- -- -- -1 - ; -- __.. _ -- - .__- - - -- -- -- . _.--. - - -- - FUTURE u ' i HORIZ: 1" =40' lu GON9TRUCTIN VERT: 1" =4' { Gi= o w 1 1 42.41 i ' O.G 0+00 1 +00 2+00 3+00 4+00 5+00 CONSTRUCTION NOTES 1O. CONSTRUCT 3" A . C . OVER 4" CLASS 2 AGGREGATE BASE . . CONSTRUCT 8" P . C . C . CURB WI TH 24" GUTTER PER C I TY STD . NO. 104, TYPE A2-8. 4 . CONSTRUCT 4"" P . C . C . SIDEWALK PER CITY 'STD . NO . 103. 0 4d O 0+00.00(E) THUNDER O CONSTRUCT DR I VEWAY APPROACH PER C I TY STD . NO . IOIA W=1 5' ; X=3'. 66+98.98 ROCHESTER MOUNTAIN SEES EET I t OF 12 � � NW o II AVENUE `6 - I I m - > SE S EET 9 0r- t U u1 II I o w o 0 9 . INSTALL STOP S I GN, .LIMIT LINE 8 STOP LEGEND PER CITY STD. NO. 401A 8 401B. W r. o Lj O . > I 42 4- 7`2 41 40 N 39 38 37 + N Q 0 I q 6 4 Z 12 6 too ly 6 z 3F 6 6 12 6 BCR FuTUR>; IIS evxo I IZ '� 12 0 67 1 1 I NSTALL STREET L I GHTS 5800 LUMENS H . P . S . V . BY SCE; PAID FOR AND COORDINATED BY DEVELOPER. ew's GUMT I I ILO ro 80.00 2.00 1 �SUT I �7�:.; 7 00 60.50 9, IT o _ - -_ ❑0 � . �_ 5+28.00 (E) 12 PLANT 15 GAL . TREES IN STREET RIGHT OF WAY PER STREET TREE CONST . NOTES ANIS �I r--- _ 2+55.00 W Ir�GENC) ON SHEET Z OF IQ ��1 TC -. s�6 I I I ry 1'� 31O s 1 __� I 13 CONSTRUCT SPECIAL CROSS GUTTER F F-R CITY STD N0, I060. II I f N 89' 57 58 W 8.00 IS.00 3 S ADJUST WATER VALVE OR SEWER MANHOLE TO GRADE . 8"w 12 I?•8 f�c I --- 3. b Fc. 37 I'A1N1 WRITE STOP f�AR STEP I,E6END t'EK CAI?F;RNS SIDS. w 1FU'(U I+ 66 N0. DESCRIPTION DATE BY I-- I! 5�.z0 72.00, G. 74.00 KC:... roo.5 o cl IG 7TC. U) W 12 Iz 12 6ro 12c� REVISIONS W II o 12 6 6 6 2 6 3 = II _ ,: 2f` i ��-.45.98 4 b° CITY OF RANCHO CUCAMOt GA U �`' BCR r 0 '� _. 43 4 45* 46 47 48 DWY STATIONS II z 8 LOT# STATION STREET IMPROVEMENT PLANS I I �, ``� 65 37 SEE SHEET II OF 12 11 38 4+0800 TRACT N0. 13835 0 0 LL I' a SEE SHEET 9 OF 12 cr 40 2{5' �1 LONE PEAK DRIVE - STA, 0♦00.00 TO STA. 4+83.00 m _ 41 1+3E ec 42 I+00 OI oQR�f ESSipyq APPROVED BY / / - DATE _ t! 43 1+01.00 h�� p CITY ENGINEER _ _ v R.C.E. N0. LONEPEAK DRIVE 45 249200 44 14-31.4-0 cd ;; DESIGNED: ?`�UT7T� RECOMMENDED 46 : t?OD * cam. -�o- * D .G. �(C 1L IL 7-/D 47 3+G4.9B �lq �IVI �� DRAWN' 1470 S. VALLEY VISTA DR. STE. 290 SHEET 48 4+3r.`1'i if Of CAf, Y. C. & C.G. DIAMOND BAR, CALIFORNIA 91765 7 OF ` `r - (909) 860-3566 CHECKED: DRAWING N0. N H.P . DATE �.� 4-�� FILE NO. �/ _L CLQ `�� R.C.E. No.41;7C�' �hecf 7 OF 36 s � w Piz/0.43 �Z=t .9zn BENCHMARK NO. 145-6 ELEV. 1465,847 PROPOSED TOP OF CURB O.C. P.C. I 18' NORTH OF = E AT THE WEST END OF DAY CANYON CHANNEL ' BRIDGE # 5493 DATED 1947 STATION i I zJ u NO. 30 S.B.D. 9.72 AND 17' NORTH ' f I _ CENTERLINE HIGHLAND AVENUE. 41<1 vkilt Ix K14 a� � o� � � + cv y�� ZZ �i \` _ ✓ _ _ 2.29' L♦ `2.29' co m j , EXISTING GROUND __ o c 1� =358. ! AT N'L Y R 1 W Z3 4 75-47-3.4 ' 15/4 , PROPOSED FINISHED SURFACE m AT \ o _ N 1 1 ( r- iISIZ r-� a 8� o. o i E ISTING GRO N - _ - - - AT ^_ 9G'ON TIIN ' ON S^5TEAL ply CRD ,0.11 CANE ONCPOMN,V INE N ClC V N6 Ld N � - - - - OVA PROPOSED TOP OF CUR P,=�,o% �`vc I 18' SOUTH 0 F I. �� rol a 1 IICE \ i 5 al > 1. ol op Lu XISTIN �GROUN � o�i ^N= z AT SLY R/Wcc �_ 1 o M4 6/4 ( 6i4 °/4 �� PROFILE SCALES I HORIZ: I"=40' s�l.gl( 0�i1 i _- 144 2� �549� VERT: I"=4' p.t. 0.�. o.c. a�. ; oC• 1 I 0+00 1 +00 2+00 3+00 4+00 5+00 6+00' CONSTRUCTION NOTES 1O. CONSTRUCT 3" A . C . OVER 4" CLASS 2 AGGREGATE BASE . 2O. CONSTRUCT 8" P . C . C . CURB W I TH 24" GUTTER PER C I TY STD . NO. 104, TYPE A2-8. EASEMENT TO THE CITY OF RANCHO CUCAMONGA FOR STORM DRAIN 8 EMERGENCY OVERFLOW PURPOSES SEE STORM DRAIN PLANS 44.. CONSTRUCT 4" P . C . C . SIDEWALK PER CITY STD . NO . 103. 0' 40' SHT. NO. 2 FOR DETAILS. THUNDER 0 CONSTRUCT LOCAL DEPRESS I ON PER C I TY STD . NO . 307' , CASE B. 4 1+00 RAD, PT MOUNTAIN CONSTRUCT DRIVEWAY APPROACH PER C I`TY STD . NO . IOIA ; W=15 ' . X=3' AVENUE tl 5'EASEMENT FOR SIDEWALK ---iSEE SHEET I Q! r 2 AND PUBLIC UTILITY PURPOSES SEE SHEET OF 12 w ± 0+72.96 0 I Bz MATCHLINE a 7�. o K ° a O INSTALL STREET NAME S I GN. PER CITY STD. NOS, 401!11 8 4018. - In 53 r` ��, �� z 0- �I 0 401 33' +' S I 12 53� 52 51 ' 50 49 \� t� 63 m - - 1'L � i w I 6 + 6 6 12 I� N off` 6 C) o / m 6 N Iv X 0. 4 .00. rte. Fh IZ O _ D! j vv10 I X11 4 ' 1 Qt, 2 - INSTALL STREET LIGHTS 5800 LUMENS H . P . S . V . BY SCE; PAID 8 COORDINATED BY DEVELOPER. 5 \q 00 _ sDMN a - . _ _ _ - - 12 PLANT 15 GAL . TREES IN STREET RIGHT OF WAY PER STREET TREE CONST . NOTES , S/4 H $ - q.r a �h , .�7 c - s SMw" o i - e.�� f �_ ; -- -_-- --- CROW - I %. .wb a`'9 12 MAU. AND LEGEND ON SHEET 2 OF 12 - - 1 INE 7, _-,- ADJUST WATER VALVE OR SEWER MANHOLE TO GRADE. Zfie 3r ~ 0 --- 12 2 0 00. 6 4 0 LJ C I$ 57 58 59 IZ \Q,h�h 60 / 64 61 62 .k`Ft;,�l�,4y' DESCRIPTION DATE BY 55 6 56 No. 5 II 6 L REVISIONS c DWY STATIONS * E�oc� 9 CITY OF RANCHO CUCAMONGA ]5' EASEMENT FOR SIDEWALK J' CIV i �Q' AND PUBLIC UTILITY PURPOSES LOT# STATION lq�f Of CALF 49 4+28.50 SEE 51!tE T I OF 12 L5tlB.00 D_AWSON PEAK CT. 0+00.00 THUNDER MTN. AVE, 50 3+61.50 51 31-23.5; STREET IMPROVEMENT PLANS 52 2+19.-59 CURVE DATA DAWSON PEAK COURT 53 SF.E PLAN U R L T TRACT N0. 13835 54 SEE PLAN DAWSON PEAK COURT -� STA, 1+00.00 TO STA. 6+52.49 , 55 SEE PLAN 1 _ 257028'44" 40.00'_ _179.75' --_ 56 5EE PL.AN 2 38' 44' 29" 60.00' 40.57' 21.09' APPROVED BY DATE X -- - - - - " ---- - -- - �- CITY ENGINEER lc_ R.C.E. NO. 24953 57 2+7.15 6 90' 00 00 27.00 4241 27.00 58 2+87.85 17 90000'00" 50,00' 78.54' 50,00' DESIGNED: 71 �� RECOMMENDED 59 3+92.81 60 5EE PLAN 18 142030'41" 58.00' 144.26' 170,92 D .G. 61 5EE PLAN 19 28°57'18" 62.00' 31.33' 16.01' DRAWN: 1,470 S. VALLEY VISTA DR. STE. 290 p SHEET E2 SEE PLAN 20 23°33'23" 62,00' 25,49' 12 93'- D .G. & C.G. DIAMOND BAR, CALIFORNIA 91765 8 OF- 63, E.EE P!aN (909) 860-3566 � CHECKED: DRAWING NO. . - � R.C.E. N0. 4�55 DATE -11- FILE NO. PROJECT SHEET NO.�_ OFA J)�j �I •L t4•/3� cr BENCHMARK NO. 145—B ELEV. 1485.847 o� �. BENCHMARK NO. 145-8, ELEVATION PROPOSED TOP OF CUIRR N ? 1485.847. AT THE WEST END OF DAY BR 18' NORTH OFA DATEDANYON 19447,CHANNEL STA. NO. 30GSBA54-39 9.72 .gr2 r, AND 17 FEET NORTH CENTERLINE OF 4 • �Y f3.5�• OC' p.(,. aj / , �. HIGHLAND AVENUE. 06 74 &/,d e` A te qr Ir t( oin Q g , �'�� �$ �4 4 4 41.4142.41' i EXISTING GROUND AT .W•'LY RJW m �xs�r ro -a. J t4. 2` tis PROPOSED FINISHED S RFACEAT IlL j 41 i i EXISTING GROUN -- PROPOSED TOP OF CURB - — 18 SOUTH OF N Lu Z J j CT ' EXISTING GROUN e AT E'LY R/ M PROFILE SCALES HORIZ: 1"=40' , r = •� � J � VERT: 1" 4 0+00 1 +00 2+00 3+00 4+00 w 5+00 6+00 V-:.%L d CONSTRUCTION NOTES 0 4 ;D �o 10. CONSTRUCT 3" A . C . OVER 4" CLASS 2 AGGREGATE BASE . T. : I" m 0 O CONSTRUCT 8" P . C . C . CURB W I TH 24" GUTTER PER C I TY STD . NO. 104, TYPE A2-8. _ 0 0 �h � 4 . CONSTRUCT 4" P . C . C . SIDEWALK PER CITY STD . NO . 103. s re r �'° �V + O 1 F- 1 �'! 10; 6 . CONSTRUCT DRIVEWAY APPROACH PER CITY STD . NO . IOIA W=1 � ' ; X=3'. LO E PEAK DlZ > � o P IO ! S , 307 G4 5 CONSTRUGt LOCAL DE RESS N PER G Ty 7D, NO , 5E 8. r , 2+55.00 N= 5+10.00 N _ 7 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY -STD. NO. 102. LONE PEAK DRIVE f- ►- 5+28.00 E 4+58.00 E W • � U C PINE MO NTAIN T, • ± SEE SHEET 7 OF 12 G 8 INSTALL STREET NAME SIGN. PER CITY STD. NOS. 401A a 401B, j EE SHEET 6 OF 12 96 a Wr�gA S o 1� 9 INSTALL STOP SIGN,LIMIT LINE AND STOP LEGEND PER CITY STD N 401A a 4018. N . C30••) Al11 � I- o o �' 37 V.0 � tZ = 2� INSTALL STREET SIGN, TYPE PER PLAN. 48 ' U 0 !X] 36 n o cn o 9 O +� _ i �0 N I -- It, 2 � rl: II INSTALL STREET LIGHTS 5800 LUMENS H.P.S.V. BY SCE PAID AND COORDINATED BY DEVELOPER. 2 r0 4 12 12 .+ , 4 NNi W 4+ 13 .00 BCR _ _. ATCHLINE BCR V) + ly. ECR 12 PLANT 15 GAL. TREES IW STREET RIGHT OF WAY PER STREET TREE CONST. NOTES, AND LEGEND t. ds.00 4+83. e?,� as.00 , _ A2� ET OF 10 �, ,� ti 13 CONSTRUCT SPECIAL CROSS GUTTER PER CITY STD. NO. 1068. Al • L8 ' � SCO �-�+ � _ O - 8"W �,.° h' 16 ADJUST WATER VALVE OR' SEWER MANHOLE TO GRADE. „ 55.00 �� �� �. �� 7 �': ti t �'� �• �. t! 4. -.b' -. - ��• ----� {� N_00'02'OY -E-- 255.00 _ G_ gh F• F• S 7 g '(•L• 16 h• MH w 7 6 16 ti� �h _ A�,Gh `�V ! 70 00 70.00 C 70,OC 69,00 69.0C' 7 0 93 69. 0 W , olz wN CRIPTIO AT Y Z Ik 0 DES N D E B 6 6 21 Z 6 1Z 6 4 1� 6 4 12 = * E. lk-30-99 1Z REVISIONS ' d V J? �IV1 9r � OF CAS w 64 + 65 66 67 68 69 70 CITY OF RANCHO CUCAMONGA L� — 4 � N DWY STATIONS U-1 11 LOT# STATION STREET IMPROVEMENT PLANS -- CURVE DATA 64 0+87.4E TRACT N0. 13835 R L T 65 1+Qv u2 66 2+F�;.�c THUNDER MOUNTAIN AVENUE — STA 0+72.96 TO STA,.5t90.00 6 901100, 00" 27.00' '-12.41 ' 27.00' 67 3+ 3O 09 68 4;V 03 APPROVED BY DATE U 69 4�'7?3�i CITY ENGINEER y/`'� 'L � !�! R.C.E. NO. �q;�� THUNDER MOUNTAIN AVENUE . 70 S+t0.40 DESIGNED: 71 N RECOMMENDED _ DG DRAWN: SHEET 3. 1470 S. VALLEY VISTA DR. STE. 29'0 SD & C.G. DW-AOND BAP., CALIFORNIA 91765 9 OF -12 (909) 860-3566 CHECKED: �'pp _ ,, DRAWING NO. aD.\00 R.C.E. N0.gt?SE'S / DATE FILE NO. C) PROJECT SHEET N0. �� 42._41' PROPOSED TOP OF CURB f/ o.;9� 18' WEST OFA i q / 42.4f' �p1=33498 6ri;:+3.58% C,zs-r+.8�fBENCHMARK N0. 145-8 ELEV. 1485.847 PROPOSED T P OF CUR EXISTING GROUND . / N • BENCHMARK N0. 145--B, ELEVATION oc ° 18 WEST OF R/W� AT W'LY RIW °1'9 9 1485.847. AT THE WEST END OF to V11��GE 10 DAY CANYON CHANNEL BRIDGE J54-39 q DATED 1947, STA. NO. 30 SBD 9.72 d N r i AND 17 FEET NORTH CENTERLINE OF af.*- '' v � .F o FL"X-Gvrf�R ti►� r , HIGHLAND AVENUE. - 34 °14 °/4 a� q4 ga _�� �; �. 4 °la 4 + o o R e' Cum z2 ,r I t - u .s o z A I' v J i _Z.O6� OpEN t � � •� D. ,� t 4.26 M s I v W KM M c1 �` 0 1'17 EXISTING GROUN M ao° �` $ 14 la /i tie, ' ysoo •� -30 AT W'L Y RIW _ : l �2.4 I• / J ' :0.0011'1 �0 33 -3.o�y PROPOSED FINISHED SURFACE o N �q° A T g o�'�� p" " 'Q `r RjuTY STD.ALL D r - 28 ; N vM N •' fig,. / � � 04- `�+ N 3•� Pt=3Z.8(� Grp-13.58 C,z=4.849'0 - � r` 01 i- /. r _ �,o Z i N d ".2d 1.1% 'i8.44 LF tg"KGP t000-D cuRds+vE 14LF EXISTING GROUNDS Q o!�IH INTERSECTION DRAIN EXISTING GROUN48 A T � ��� .. . . '1N � LINE A � o �•/ � SEE PLAN BELOW N ROPOSED FINISHED SURfAC�� N AT � + o a- o th ilzr � 4 N / k - J 3 • i vnIrAGt; 4 ?I= 33. Gn3t3.58% GZ 0qi PROPOSED TOP OF CURB Ix 18 EAST OF hQ O -32 ° � 41 .�: - m XIS i �' 30 TING G ' N � ROVND °14 ,� __�� AT ELY R/W Ot6NIKG I �� EXISTING GROUN - 26 o �� � � ° AT ELY R/ �; m N / w ep �` GRAVE E'ER u s o �m ROPOSED TDP OF CURB o s 18' EA S T OF i "' -�' 4'1 "LF 16o mr o m 3 , y � � L • d � o Zid F e m •�' GJR�51DE 2000-D D!°5A N 9 LF TRAR5. / op PROFILE SCALES INTERSECTION DRAIN , HORIZ. 1 40 LINE B VERT: 1 4 SEE PLAN BELOW I I 1 1 1 1 1 I 1 1 1 1 1 1 l I I I 1 l 5+00 6+00 7+00 8+00 9+00 10+00 11 +00 12+00 CONSTRUCTION NOTES I CONSTRUCT 3 A.C. OVER 4 CLASS 2 AGGREGATE BASE. O A2- 0 CONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER PER CITY STD. N0, 104, TYPE A2-8, ti. H z 4 CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD, N0, 103. >oc 0 u c �s 5 CONSTRUCT LOCAL DEPRESSION PER CITY STD. N0, 307, CASE 8, O f 11 '�' '< `� 6 CONSTRUCT DRIVEWAY APPROACH PER CITY STD. N0, I OIA• W=15'• X=3*. cr 0 7 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. NO. 102, 11� >k O oC •cr I i � � THUNDER MTr,. AVE. e INSTALL STREET NAME SIGN PER CITY STD, NO, 401A 8 4018. 11 w � ,. ° - BIGHORN O TIMBER � O O ati� PEAK ZZ �:J INSTALL STOP SIGN, LIMIT LINE AND STOP LEGEND PER CITY STD. NO'S. 401A 8 4018. i O MOUNTAIN F� ___ __ - W m °° COURT o COURT N ; 10 CONSTRUCT CB#I PER CITY STD, >>e300 UNLESS OTHERWISE NOTED, W;3,5', V.3,0' 6+68.00 N = f + M w . ti U- �p THUNDER MTN. AVE. - ti L S LIGHT, 5 LUMENS, H P.S V BY SCE PAID FOR ANDCOORDINATED Y DEVELOPER LL 3 II INSTAL STREET I 800 E R N8 i S E SHEET 4 OF 12 SEE SHEET 3 OF 12 m O N7 1N 4 DM O 57+65.91 E � woe A• EE SHEET 5 OF 12 8+26.00 N = 10+76.00 N = ^ 50 -_-_ 50 0 12 PLANT 1.5 GAL, TREES IN STREET RIGHT OF WAY PER STREET TREE CONSTRUCTION � 5EsL- f ROFu.E 6_ _ (p O v I 5+18.00 E 5+18.00 E �, r NOTES, AND LEGEND ON SHEET 2 OF 12 ABOVE 33 33 . , 25 25 25 25 1.1 22'-"- 22 MATCHLINE . o 7.: 18 18 7 MATCHLINE 4+73.00 8 71. 18 18 7 r 13 CONSTRUCT SPECIAL CROSS GUTTER PER CITY STD. N0, 106-9. 19.56 _ _ --,,.� -- MAT.,HLINE z Q ECR � ECR � � ss. ECR i� ..,I � 24 to i �- 13 12 � ( o + ' P� Z _� o � � �,, 5t � �N � 1 m 16 ADJUST WATER VALVE OR SEWER MANHOLE TO GRADE. 1N3..6 N x O q 8 � N c - 1 - �. 4 Z i � 2 �3 � v 2 4 vl h N+ h C - ►r �o FURNISH INSTALL WOOD BARRICADE PER CITY STD. 131 A I F RNI HAND IN T � 8 : a- 572 47 .00 h e. 2 + 0 .91 .o0 00 BCR 00 (04.00 I 1. _ _ V CITY 6 __ � - J .� -_- ,_ 19 CONSTRUCT END OF STREET TEMPORARY PAVEMENT PER IT STD, N0. 132, r 5 yr . �• - �. - , s �Z -- + - - - 5 - 18 22 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY STD, 107-C; W AS NOTED ON PLAN. W. 8"W. 8 W.001 / ►- ti b��- - - - - - -- - -- - -- rit 1 .034 * 158.00 Ib „B 110 ►''4ryN oo'oroY E ��� 7 I n �" MH 7 IIo 126.15 12 C.0 INSTALL STREET SIGN, TYPE NOTED PER PLAN, n 00 ,� ke 1Z 12 0, SM 250.00 0 «, 34 $ 6 I' Iti FURNISH AND INSTALL 18" RCP 2000D, �^\ :.. TRANSITION STRUCTURE PER CITY STD 8 se �u v _ _ 34 CONSTRUCT TR N0. DESCRIPTION DATE BY 11' ECR o._�, (BOX TO PIPE). °� W`'�'�' I z REVISIONS MATCI;LINE 6 6 6 6 2 6 4 6 12 a O N CITY OF RANCHO CUCAMONGA gtk' :L Z 71 �� 8 m 2h 73 74 75 76 77 78 N = 72 A olio uk J 8 s 4-v w 'a *5 DW Y STATIONS yam• «� l 36 a CURVE DATA hc" .o� v 11 m m LOT# STATION STREET IMPROVEMENT PLANS a SEE SHEET 5 OF 12 � O R L T 71 5+1O.g0 TRACT NO. 13835 � 6 90° 00' 00" 27.00' 42.4+ 27,00' 71 5+7R,3Q 72 1+5199 INT A"+w t1 11 THUNDER MOUNTAIN AVE.-STA, 5+80,00 TO STA, 12+02.15 LINE 73 8+21 .!5. eE "DF1tE �K'JFt��IQN 74 8+93.10 APPROVED BY 3?•) CITY ENGINEER R.C.E. NO. ?4953 A>�vE THUNDER MOUNTAIN AVENUE q` 75 _ ��� ��� W. Cy � 10435.40 �� 76 CDC Nm 466 77 IU+74.g10 DESIGNED: rT'�Z�IT-' RECOMMENDED ? � . LL.1Qf�( 1L � * EW 0-30-99 iii����� 7z? II+d3.00 DC S - Q, DRAWN: SHEET CIV E. 290 SD �. DIAMOND1470 S. VBAR, CALIFORNIA ALLEY VISTA DR. ST91765 10 -? $ OF CAIS of (9 09) 860-3566 � CHECKED: DRAWING NO. o• Ir >!�41 R.C.E. N0. #10001 � ��. � `l DATE _ _ --1L- (,_ FILE NO.-,. , _1__.___ o PROJECT SHEET NO. OF 30 00000 H o 0 0 o10 S cs, v I $ Lu BENCHMARK NO. 145-8 ELEV.1485.847 0 �" o `° . IDE TUN ICAL N `z� r v U's— `' w 1000 � � -, - PD1 0 1jN v o g N S ~ � N i . BENCHMARK NO. i4'3-B,ELEVATION i485.847. ' o a. � o � � $ � N � AT THE WEST END OF DAY CANYON oN / +�_ S g N f i M J N t CHANNEL BRIDGE 454-39 DATED 1947. $ o E- tr STA. NO. 30 SBD 9.72 AND 17' NORTH N 4 sr- - #* . . �. �' _ _- _ _ ___-, - ____— _-__ — _-- _ _._ _ v � I i CENTERLINE OF HIGHLINE AVENUE. .000, .0001, dOp 000, ss II ✓!/ to M off- , s s r �C �-` t i r. �' Ib TICAL / } P ASL go op g 'o �'OINTS ✓50I ;i t Nj in og ` S�G 9000 d0A 04 1000* iI 13In i r 'SI� $ - may/ .. `•Q\ a $ Ole 04 CQ .0000, fn o � � f. � . 1515 ;sem , �vw 00, 1011601o o . 0 1000 UN 000" t4 17 LIN 1 , i V� N� v���x+ tDgVTItAL}501 7-�- GplPf MONO iNTS N� 5p.c48. W Z N I tt� 111 0 _ T- cn }i u / �14 ,3 Z$�o j - tN �' \� I� / $ K' lam/ � LL � N - t EXISTING_ GROUN + OZ \ 9rr ,� d/ EXISTING GROUND v @ R/W � � J �ui t515i�' / O � Qr � 114 4 � m i o �` t„ x a 4 �A + o $ � r J � — y 61 �, . o -- I -- . . z . s r- s� PROPOSED TOP OF rj A.C. BERM @ 1 (a RIGHT p ?� g ! PROFILE SCALES d. : . . . l •� — /, 1 } o �`l SS s HORIZ: 1 =40 N u.y1s � � a VERT: 1"=4' , 4 : - t5t5—*- 1 : i I i 60 +00 61+001 1 62 +00 63 +00 64 +00 65 +00 66 +00 67 +00 1 1 158+0 CONSTRUCTION NOTESw — r�A r 1\10. 1 -rrRAC r 1\10 1.� J J� w O�t E 5 t-tAS kK t, % Am CL w 0- IRAN t:oK U�IE A I srottM vI�AIu a �� Po E Io ala- !M. 91°12 Ism.a tTlb W.101700-V. O3 SAWCUT 8 REMOVE INTERFERING PAVEMENT 2's SUBJECT TO THE APPROVAL OF w�Qo III _ Z I tC vl= W v (Dw I ATCH EXIST A,C Q 4 x CITY PUBLIC WORKS INSPECTOR, IJ � .-�. ' � z � _ _ STD. �I� I s `�' . ►+ ml� 167 00' TAPER sa+- ` 1 �ftOM d�. O Ic\j 5O CONSTRUCT LOCAL DEPRESSION PER CITY STD. NO. 307, CASE A. `� I r III +- + — , '.';, o`"-• 0I EXIST. 0 T '1 � � � 2 o FuTutE � w I-- t{la.Z 7 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. N0. 102, '�N v "`��'/t O EX151. w x III z �' CROSS taJT1' o W O t 411 O N + li r�i + s III o W , I � .�I N K 210 C4) ¢,n Z s 0 O8 III Utz INSTALL STREET NAME SIGN PER CITY STD. NO'S. 401A 8 4018, + . \ycP, o' I �;a ± (D ISI � w w + •rn F� 1}I�NDIGAYPE� Z1 (J) o ,a \`. to III 0o - FX IST, R/W - ACGE55 RAMP O INSTALL STOP SIGN, LIMIT LINE 8 STOP LEGEND PER CITY STD, NO'S, 41A 8 4018. e116'f. At I•� CONSTRUCT CATCH BASIN PER CITY STD. N0, 300 UNLESS OTHERWISE NOTED. ---=---- -- --- _ = —_- - --_ - - - - - - - - ---- - - --- -- - - - - - - p. - — s - — _ - --- - - - - - �.�ur �•Tr .1 114otS ,ri _�..� b/ c i i •• •.. :- +bl ----- - ---�2 -Noc, 02 02 E rs__ _ �4 — fo'� .1o1N-EK_trP -- +fib _! _ 7 ti fh __ N00 02 02 E --+ �6 r` 1� p 5 _ �,� s2 5.69• 38 396' - �_ti -.� -- ��- � ti 20 CONSTRUCT 5 A.C. OVER 4 CLASS 2 AGGREGATE BASE, ZI ZI M10 LX 167 qG'. --- - -- -- - !Q „ 2O 21 REMOVE EXISTING REDWOOD HEADER. - - - g>:tz nq • r- _._. . — - -L 22 CONSTRUCT CURBSIDE DRAIN OUTLET PER CITY OF RANCHO CUCAMONGA STD. NO. 107C, - - _ 1�11 -0< _Jii25INSTALL STREET SIGN, TYPE NOTED PER PLAN. F qv ��'' ___ - _ ',n �I 1 55.00\ I r� o - z �_ � � Pat 1--• - � r � �� t'n� � c`C N '� � �., : � � _. � J 31 CONSTRUCT 2x6 REDWOOD HEADER, _; 25 . 1�2G(S) a 11 / �'co a �, cc V, INC 6 � 1216-P. v � J r _ ti + � U `" ••.� `-� , ►`V` O SIS IA �i �- �'a ESMT. > 3 I V _ U , I cA tfi N Q _ > ,< z r- ,v FUTURE GURO �` it 'F Q o �. 3 s AqV i1` N N z � ? Lu � `£ . GUttt;g SIDEYVAI K �4 6S�►�i FuTum 38 CONSTRUCT TYPE DI-8 AC BERM PER CITY STD, N0, 104. ••• �- �: 1 3 Q r c,y{( L a� °1 O r'• U „ I +I �O� Fun^l; �E SHEE L�I1 Rl:?AIMING r r 7. ZEE DE'fAiC i�(,OW �pl�w,c �a d � � L3•/ + - me Q 2 i�t;t 11JAU. H4 �I �• WALt.. FUZUKE '8 z.a " 5u Z bF o Gu�b, Goffw 3 DAWSON v T LONE PEAK DR. + o r sIGEVJIr�K cc PEAK CT. l..M.lo. ,� GRADED IE Z °0 10 SEE SHEET 8 OF 12 L GRADED cr L'SM'f• -- -'�` ME FLDW bKhtxAGB NOTE: NOTE: y�cN Couy-r RuctED LANDSCAPING AND TREES 19 Q SEE CITY OF RANCHO CUCAMONGA 'PER ROWS 6A.401NG ROCHESTER AVENUE FOR ROCHESTER AVENUE NO. DESCRIPTION DATE BY SHOWN ON I�IA1N�'C'�ANGE PLANS FOR CONSTRUCTION OF 0 StDW DgAIH PIANS. DISTRICT PLANS. INTERSECTION Or HIGHLAND AVE. REVISIONS O 8 ROCHESTER AVE. DWG. #1458 8 Z 1459. FUTURE CURVILINE=AR SIDEWALIK NOT CITY OF RANCHO O ROCH�SreR Ave. m CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFOP',4ANCE WITH STD. DWG, NO. 114 . APPROVAL OF THE FINAL LAYOUT OF CURVILINEAR SIDEWALKS SPALL BE MADE IN THE FIELD THE PUBL C WORKS INSPECTOR AND PROJECT PLANNER PRIOR TO FINAL COND ADJUSTED AS NECESSARY TO FIT EXISTING FIELD CONDITIONS AS PPRUCTION.ROVED v THE STREET IMPROVEMENT P LAN S PFzOP09ED � PUBLIC WORKS INSPECTOR SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANTICIPATED �C U RVE DATA / • -r- FIELD INSPECTIC+N IN THE EVENT MAJOR CHANGES ARE PROPOSED TO THE CONCEPTUAL TRACT N 0 13 8 3 5 -z0 �� SIDEWALK LAYOUT PLAN, TWO SETS OF RED-LINFD PLANS SHOWING THE PROPOSED CHAN(iFS ( � I� 4- 0IXAo�t� FLOWLINF, SHALL BE SUBMITTED AT l'i_ SAME TIME THE 48 HOUR NOTICE IS GIVEN TO THE CITY . �/ ROCHESTER AVENUE - STA. 60+85,78 TO 69+00.00 r,Sp +D It QRpI E SSI�N� APPROVED BY DATE r/ + .3 W �Q�� �� W.��F� 23 90. 00'00'' s5 nA 54 98 35.00 CITY ENGINEER -�-' _ R.C.E. NO. 24g53 - L GEND. o I � REMOVAL OF EXISTING A.C. � � �s ;, DESIGNED: �7�7r" RECOMMENDED A G. BERM. G> CATCH DA51N .! I[ 7 _9ov �. -30-49� D .G.D .G. civiDRAWN: r SHEET PROPOSED A.C. PAVEMENT �lglt OF CAL����� 1470 S. VALLEY VISTA DR. STE. 290 D.A. DIAMOND BAR, CALIFORNIA 91765 1 1 OF 2 (909) 860-3566 CHECKED: DRAWING NO. R.C.E. N0.4�-'zr��. DATE —__ 6-11-9,6_ FILE NO. PFOjEC T SHFL"-' w0• OF J000 � � I �o ,� d' BENCHMARK NO. 145-B ELEV. 1485.847 EXIST.. TOP F CURB ` N � o ,� � EXIST ' TOP OF CURB 22' WEST OF r 22' T OF ��� BENCHMARK NO. 145-8, ELEVATION ,. 04 N1 /` 43.N v 1485.847. AT THE WEST END OF .000000, DAY CANYON CHANNEL BRIDGE #54-39 �� 1562 DATED 1947, STA. NO. 30 SBD 9.72 AND 17 FEET NORTH CENTERLINE OF oJvz HIGHLAND AVENUE. J m tilde .� i o _ �/ g `t' _ - . iVOT'=: ADD T5OO' TO ALL ELEVATIONS SHOWN v r ON THIS PLAN. O M f v cl v. d` + � v ,/ � n 4C In ol� ori / o- / o '1534 0 .0000 � ./ � � 1564 EXIST. FINISHrD SURFACE M o �` $ EXIS FINISHED SURFACE / /. a� 1532 AT � � v AT Q�� -1562 . �, eo-oI +, M �_o f PoR. Z '_IG,C_.-_pL 43.48 W = t 3,451. G2= t 4.52'/. �� 1,4 W / •� Q � ^ r + 015 Ln b I o A- $ _2 0 ED 4- / �; 1 / o � � 1534 �'cli o 94 �- m 1 % -1564 PROPOSED TOP OF 6Z.13 ► q� �4 �� / � PROPOS TOP OF CURB 1532 AC BERM @ °114 .1 N- , 22' EAST OF � 1562 16' RIGHT � Ln �4 w a / _ o EXISTING GROUND '' 00 ri `144' a - / AT E'LY R/W ,� m =���w.-z.ua7° __ EXISTING GROUND-! g ' AT ELY R1W q.,5 + m r TZ Coo N �? 4- S 4 o PROFILE SCALES � -w PROPOSED . � �� yin .� � � .. � � — HORIZ: 1 =40: CURB RETURN o VERT: �"=4' f 53 _ '1532 69+00 70+00 71-t 00 72+00 73+00 74•-: 00 75+00 76+00 77+00 CONSTRUCTION NOTES: OCONSTRUCT 8" P.C.C. CURB WITH 24" GUTTER PER CITY STD. NO. 104, TYPE A2-8. O3 SAWCUT AND REMOVE INTERFERRING PAVEMENT 2'± SUBJECT TO THE APPROVAL OF THE PUBLIC WORK INSPECTOR. O5 CONSTRUCT LOCAL DEPRESSION PER CITY STD, NO. 307, CASE B. ` 7 CONSTRUCT HANDICAPPED ACCESS RAMP PER CITY STD. NO. 102. o EXIST. IMPROVEMENTS - PER PM 9192 DWG. 1215 O8 INS':At L STREET NAME SIGN PER CITY STD. IVO'S 401A 8 4018. SH.48� 9OF25FOR _ _ 9 INSTALL STOP SIGN, LIMIT LINE 8 STOP LEGEND PER CITY STD. NO'S. 401A 8 401B. _ REFERENCE ON f� � Na 10 CONSTRUCT CATCH BASIN PER CITY STD. NO. 300 UNLESS OTHERWISE NOTED. SEE STORM DRAIN PLAN zQ P.M. 9192 z' ' 0 w I,I INSTALL STREET LIGHTS 5800 LUMENS H.P.S.V. BY SCE; PAID FOR AND COORDINATED BY DEVELOPER. 1 1�1'_ F-- UI I' 'r ~ 14 CONSTRUCT CURVILINEAR SIDEWALK PER CITY STD. NO. 114. 6' WIDE WHEN CURB ADJACENT. ° I } O O 1 I r MP,TC�H EXIST, P4. S � I I oa I �� Q l7 cc CONSTRUCT LIMITED ACCESS CURB PER CITY STD. NO. 105--C. @ 4 FROM . �' tU I I V ti I av 0 O f `� O .. O 1 I 51 80 3 + Ld Vol cn `i'�' �3 MATCH EXIST A C M N + + Q 20 CONSTRUCT 5" A.C. OVER 4" CLASS 2 AGGREGATE BASE. + _ FI, 51+80.37 ( �; p ,�, �n u, � O N I B.C.R. I 4g.e E.C.R. I� 4 FROM to <� tD EXIST R� JI I !�o � ti, EXIST. 01W �a0°d X14 4� 1 21 REMOVE EXISTING REDWOOD HEADER. LL_ l kl I ' Jul c - - - - - 0 -- -- - _� a -- ---- -- --- - _ - -- -- _ _ - — � -� . - - --- __ INS S SIGN, TYPE NOTED PER PLAN. -- -- - — // - — - _ - 63 2r' 0 ` ,�0o 'N 35 CONSTRUCT PAVEMENT TRANSITION PER CITY STD. NO. 406. 400 o --- — n oma- 0 9�.7HEER °� — — — '�� ►� �� o �° PAINT WHITE STOP BAR AND STOP LEGEND PER CALTRANS STD'S. 1 x, 7,1f/9.98 O K A. � � 7.37 V N AGE �' 13 ,. Z - C M� -� T , - - - __. -- - - -- - - --- @'02'E�2" -- 553.89` , - , -- CONSTRUCT TYPE D! 8 A C BERM PER CITY STD N ' 10 20 A' J '..-5 38 ON - 4. \ n' GRADED �_ � ��� �, ¢�3�or� / 8 7ro�.9� -- Lij F F 7 \ /` 1� i rc 3x W , = - 19 --- - 15 21 0 8st,3°i' c- ' \ (.� o -- -- - �3L$II -- a 129.44' lSib(S) n►= 361 r "�� S (LI ht�kv I_ / :� M Iqr _ - 00 o °c fGR ylD6WRl K CGNNEGt�a Q t.MD PW{o#A. (w Z 3 2 I �UtUgE '� _z��' 0 KZ6�S) F g 1N5T4L SIGN ONSt.(,T. PF,i� 0?6 EA/1E"GENCY N0. DESCRIPTION DATE BY _ " 3 �iIDEMIAI,K n , 2 4 ' GtiT( STD. 104-t3 :b f S M�irf iq GITYIN ASTD.LL 1 0 -8 .. LT. > 31. 30 19 18 a y 7 h•' — Et L 6 0 REVISIONS Q � �v - �� � YAR• WIDTH � �i!'S/DEIYAI�t', 6'�TdiC.f' ,r LU fuTua VARIABLE WIDTH 25 53 q >� CITY OF RANCHO CUCAMONGA GUR6 LANDSCAPE �~ �E1 5 OF 12 � a TIMBER MOUNTAIN CT. ,� LANp5CAPE E� GHORN PEAK CT. � 4( 6�ttE� MAIIJT• ESMT• + m SEE 5r",� �- N ; _ nnAINT. ESM?• ,u � SEE SHEET 4 OF 12 SEE SHEET 3 OF 12 W W"� STREET IMPROVEMENT PLANS .a� m SIDEWALK 10!! RNV AD�ACENr w C>Y y �O"TIIIGK If URGENCY ACCEsS Q TRACT NO. 13835 Z?-4. ROCHESTER AVENUE " '" ` CURE DATA FUTURE CUfjVIL1NEAR SIDEWALK NOTE � .. E�pCKSCAPE�6J0EWALA'1CDE sr�tt� NOTE: © a p� CURVILINEAR SIDEWALK SHALL BE CONSTRUCTED IN CONFORMANCE WITH 3 -- _____- - DE,1WEGN SIPSWALK LIMITEQ z Q z _ U R L T ROCHESTER AVENUE - FROM STA. 69+00.00 TO STA. 76+49.64 STD. DWG. NO. 1114 . APPROVAL OF THE FINAL LAYOUT OF CURVILINLAR SIDEWALKS A1L)EW LK -r AMC? OF%I U LANDSCAPING AND TREES w w to SHALL BE MADE IN THE FIELD AND Ar.JUSTED AS NECESSARY TO FIT EXISTING 51v>:v+TALK To RlvV of gt���l FOR ROCHESTER AVENUE L I 85049:481 35'_ 52,43' 32,54' ID PENW CT. SHOWN ON THE CITY APPROVED BY DATE' FIELD CONDITIONS AS APPROVED BY THE PUBLIC WORKS INSPECTOR AND PROJECT N� 22 �4°[Q'Q[" 35'_ x_7.52' 3?�4' PE�i ctrl SYo. 54Z cess i. 2�, PLANNER ''RIOR TO FINAL CONSTRUCTION . THE PUBLIC WORKS INSPECTOR SHALL LMD PLANS, c�0 � �' �� CITY ENGINEER ___ R.C.E. NO. �g453 BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO ANTICIPATED FIELD INSPECTION IN 1 HE EVENT MAJOR CHANGES ARE PROPOSED TO THE CONCEPTUAL SIDEWALK DESIGNED: RECOMMENDED LAYOUT PLAN .TWO SETS OF RED-LINED PLANS SHOWING THE PROPOSZD CHANGES � Ik 46555 X' D . G. SHALL BE SUBMITTED AT THE SAME TIME THE 48 HOUR NOTICE IS GIVEN TO THE CITY. is Exp. ,6-&- — c1f CiVI a�Q DRAWN' 1470 S. VALLEY VISTA DR. STE. 290 SHEET qrf OF CRl��4� C.G. DIAMOND BAR, CALIFORNIA 91765 1 2 OF 2 CHECKED: DRAWING NO. V h M b' DA -_-.---._ _E�Ij FILEENO. L� � N PROJECT SHEET NO. OF3U