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HomeMy WebLinkAbout1488 GENERAL NOTES �r Y OF RANCHO CU . CAMON GA I . ALL YORK SHALL BE BONE IN ACCORDANCE WITH THESE PLANS. THE CITY OF RANCHO CUCAMONGA STANDARDS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION - CURRENT EDITION• CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE S E E T I M P R 0 V E M E N T P L A N STANDARDS AND SPECIFICATIONS, 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY KIND. TELEPHONE OR POWER POLES, WATER METERS. VALVES. FIRE HYDRANTS, ETC- SHOWN OR NOT SHOWN O ON THESE PLANS WITHIN THE RIGHT-OF-!PAY LIMITS OR 1N ADJACENT AREAS WHERE IMPROVEMENT WORK IS TO BE DONE SHALL BE REMOVED, RELOCATED OR PROTECTED IN PLACE AS REQUIRED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. 3. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE ANY TRACT N 0 . 14139 HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR Y DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS. WHETHER OR NOT SUCH FACILITIES ARE SWIM ON THESE 'PLANS. 4. A PERMIT SHALL BE OBTAINED FROM THE CITY OF RANCHO CUCAMONGA ENGINEERING DEPARTMENT PRIOR TO ANY ENCROACHMENT OR CBNSTRUCTION WITHIN CITY OF RANCHD CUCAMONGA EASEME*T OR RIGHT-OF--WAY. 5. ALL GRADE STAKES SHALL BE SET BY THE CONTRACTOR OR ENGINEER. PAYING LOT W STAKES SHALL BE SET AT ALL HINGE POINTS. EDGE OF PAVEMENT POINTS , . TREE LEGEND- WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT NOT MORE THAN MAINTENANCE BRIDGE TSEE SHT. 25 ENGINEER IASENEEDED ATDWARPEDLORAVERTICAL CURVNG STAKES ETAREASBE REQUIRED BY CITY STREET TREE NEVER PLANTED 2a P5 AS-BUILT STREET TREE S. ALL SEWER. WATER. ELECTRIC. GAS. PHONE OR OTHER UTILITY LATERALS. AS-BUILT STREET TREE TO BE REMOVED MAINS. OR CROSSINGS SHALL 6E CONSTRUCTED PRIOR TO PAVING. 5 '�' - �0��y� .3�p ¢¢ 45 T. COMPACTION TESTS OF EMBANKMENT CONSTRUCTION. TRENCH BACKFILL. 95 5 4W STREET TREE TO BE PLANTED COMPACTING ORIGINAL .BROUND AND ALL SUB-GRADES SHALL BE PERFORMED AT NO COST TO THE CITY OF RANCHO CUCAMONGA. A WRITTEN REPORT WITH �3 LOT V THESE COMPACTION TESTS SHALL BE SUBMITTED TO THE CITY ENGINEER FOR SEE SHY. 25 APPROVAL PRIOR TO THE PLACEMENT OF BASE MATERIALS MIO/OR SURFACING. F oes ,J7 P� PROJECT 25TH ST. B. AT THE COMPLETION OF PAYING, A MATERIALS REPORT SHALL BE SUBMITTEQ �3 LEGEND SITE TO THE CITY ENGINEER. LISTING ALL TESTS OR DETERMINATIONS COMPLETED - s'� S z� T„ ST. TO VERIFY STABILITY. OIL CONTENT AND GRADATION OF ASPHALT PAYING. W �V �2 Uri" 4/ v v11 l � ��' 7/ ra �9 52 z2 SYMBOL DESCRIPTION 9. PRIOR TO INSTALLATION OF ANY PAYING. A MATERIALS REPORT SHALL BE ,� r{D 13 bl a Hc�a.n„o AVE, SUBMITTED TO THE CITY ENGINEER LISTING ALL TESTS OR DETERMINATIONS Q � 39 F ?l W COMPLETED TO VERIFY SIEVE ANALYSIS AND SAND EOUIVALENT OF AGGREGATE 8�v > KBLVD. BASE• `'� �Q /p6E e5 e O M.H, PROPOSED SEWER MANHOLE10- PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALDE AND PAVEMENT �9 y /Do T3 h o PROPOSED AIR a VACUUTI RELEASE gTESTS TAKEN TO DETERMINE STRUCTURAL SECTIONS (PRIOR TO FINAL PLAN 12 VALVE APPROVAL) . /0/ 9! 98 FOOTHILL �8 P 7r1 8¢ ��—¢ F.H, PROPOSED FIRE HYDRANT 6 VALVE WHEN IMPROVEMENTS ARE TO BE PLACED ON NATIVE SOIL WHICH CONSISTS OF //4f //S 97 6�` a ROM It . A ROCKY MATERIAL. THE SUB-GRADE SHALL BE PREPARED BY REMOVING ALL �7 `� 97 4 7S d3 ✓��` ASSEMBLY "RR°" ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND ALL VOIDS OR a (a /� //3 B8 6 3 ® PROPOSED 8 GATE VALVE Q DEPRESSIONS SHALL BE FILLED WITH A FINE GRADE MATERIAL OF A QUALITY BETTER THAN THE NATIVE MATERIAL. 7GB o 89 63 ° ♦ STREET NAME SIGN w 12. IF THE ASPHALT CONCRETE IS TO BE PLACED ON SUB-GRADE. A SOILS Q� �5 ' TN ST. STERILANT REGISTERED BY THE E.F.A. FOR USE UNDER A.C. AND P.C.C. Svc*;/ J` 1/777 7 57 PROP. TREES, 409 EA, TYPE: LAGERSTROEMIA INDICA �f SHALL BE UNiFORTILT APPLIED AT THE MANUFACTURER'S RECOMMENDED RATE to 9jr 6 a< OR QUERCUS FLEX (PER LANDSCAPE PLAN) FOR THE FULL PAVEMENT WIDTH PRIOR TO PAYING• �4t /�(o /// Qo //e ,�� 21 STAKING PER STP DWG. 605 a . 1 13. ESTIMATE OF QUANTITIES 1S PROVIDED BY THE ENGINEER ONLY FOR THE MAINTENANCE BRIDGE /O /Od /09 / 9Q � 7d � W 9/ lo/ `T � o� PROP. STREET LIGHT CONVENIENCE OF THE DEVELOPER. THE CONTRACTOR SHALL MAKE HIS OWN Z3 91 Z Q M DETERMINATION A YITEMF CONSTRUCTION QUANTITIES OWORK REOUIREDBYTHESEPLANS WHICHEUT ISNOTSPECIFICALLT LISTED IN THE ESTIMATE OF DUANTITIES SHALL BE CONSIDERED AS CONSTRUCTION NOTES FOR STREET TREES V I CINITY MAP ~— -- —"— ' " _ �r �- TREES ARE TO BE PLACED IN INCLUDED IN THE OTHER ITEMS OF WORK- l . ALL STREET 'J01 TO ,"ALE 14. STREET SIGNS PER CITY OF RANCHD CUCAMDNGA STANDARD NUMITERS 133, 401-A g 9 ACCORDANCE WITH CITY STANDARD 510 401-USHALL BE CONSTRUCTED AT EACH INTERSECTION. 3 2 . ALL STREET TREES SHALL BE STAKED AN1D 15. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM ' 2/ 2d /9 1B /e 9 d 7 6 6 ¢ 9 e / PLANTED ACCORDING TO CITY STANDARD 502 RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. UPON REQUEST THE REQUIRED PLAN REVISIONS SHALL OR 905 AS PROXIMEITY TO HARDSCAPE BE PROMPTLY SUBMITTED TO T14E CITY ENGINEER FOR APPROVAL. ' SEG t/o•CTE 10 LOT Y DICTATES. 16. WORK SITE AND EXTERIOR STREETS SHALL BE IN A NEAT. CLEAN. HAZARD PSE SEE SHIT, 2G 3. PRIOR TO THE COMMENCEMENT OF ANY PLANTING AN FREE. ORDERLY STATE. THROUGHOUT CONSTRUCTION. SITE SHALL BE CLEANED AGRONOMIC SOILS REPORT SHALL BE FURNISHED 1'O THE CITY INSPECTOR, ANY UNUSUAL TOXICITIES UPON REQUEST OF THE INSPECTOR. INDEX 0 F SHEETS SOIL AMENDMENTS, AS DETERMINED BY THE CITY INSPECTOR.OR NUTRIENT DEFICIENCIES MAY REOUIRE BACKFILL E 0 1-800-422-4133AND THE. FOLLOWING U11LilY i COMPANIES AS REQUIRED. 2 WORKING OATS PRIOR TO EXCAVATION- SCALE: 1"_200' 4. TIMPROVEMENTET TREES REEPARET O BE PLANTED PER PUBLIC PROVIDED FOR YOUR CONVENIENCE ARE THE FOLLOWING A. CUCAMONGA COUNTY WATER DISTRICT DESCRIPTION SHY. # P 9641 SAN BERNARDINO ROAD ET I RANCHO CUCAMONGA. CA 91730 (714) 987-2591 TITLE SHE DETAILS E OUANTITIES 2 B. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT PLAN 8 PROFILE SHEETS 3-22 5• ALL STREET TREES ARE SUBJECT TO HR. BOB STALLINGS - FOR BASE LINE CONSTRUCTION (818) 969-7911 CATCH BASIN DETAILS 23 INSPECTION AND ACCR&)`AHCE BY THE CITY PASEO LOTS 24-26 ENGINEER. C. METROPOLITAN WATER DISTRICT SIGNING 8 STRIPING PLANS 27-32 P.O. BOX $4153 (714) 593-7474 REVISE DRIVE APPROACH, ST TREES AND ADDED CURB CORES LOS ANGELES. CA 90054 EXT. 6461 LOTS 1-5 ON SHT. 3 DRC 2015-00111 & ROW 2014-00555 8127115 DFJ •NOTE+ UNDERGROUND ALERT CONTACTSe FOR REVISION 1 QONLY PERRCREVISE CURBSIDE IN OUAEr (SHEETS 2 & 21) 6-30- 15 D FJ GENERAL TELEPHONE �n,l�, SO. CALIFORNIA EDISON SO. CALIFORNIA C IOM PAN I @SGAS COMPANY TRACT , 14379 I OQpOfESSI01� ti 3 �!r\•:,�'. 4 °,*�D Es,* tF ,,, No. 41549 CITY U r. Q 9e Zz ac EXPAPL-qt% i DESCRIPTION OF REVISION DATE APPROVAL No BENCHMARK= g 4EmpL � * �s. Q . CITY OF RANCHO CUCAMONGA STANDARD BRASS DISK IN THE NW CORNER OF A 4' BY 4 sf yIL a .Y CIVIL q� , V DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE ?�OFCAL�fCP� /E OF CALIF" CORNER of HIGHLAND AVE, AND HL WANDA AVE, ss STREET IMPROVEMENT FEET NORTH OF THE CIL OF HGNLANO AND 24' EAST EXIST. ETTWANDA AVE � TFC CIL' � E7IWANIM CERVANTERS PLACE ELEVATION + 1432.612 �. le PLAN _ — 24th -SIM-ET — 24 III T Y T TY ISPACING TRACT N0 . 1 4139 NORIr+ RSM WAY LAGERSTROEMIA INDICA � 15 GAL, 20' O.C. ----------------- ` 1 I GOLDEN PRAIRIE i JAbERSTR(X."IA INDICA 1_15 GAL- SAGE AL. - 14 I� 16 - SAGE_BRUSH COURT_ QUERCUS ILEX 15 GAL._ 40' O.C. APPROYED BY DATE 17 I CS�Yr1T� COUPT �I GANAREN515_ �'5 GAL, 5' O•L CITY ENGINEER R-C-E• N0. 24953 Bi1S I S OF BEAR I NGS RIDG'e C LEST DRIVE L.AGERSTROEMIA WDICA 15 GAL. 20' O.C, SOILS ENGINEER ACE\�ELOPM�NT BY MPADOWBROo.c COURT p NUS. CANARIENSIS ..� P5• ocsl cN BY• R10011 N01.0 —... - - 1L I aoV. ROCS GREEK ROAD —I THE 0446 4Y- AHMANSON .EVELO 1AENTS INC. MELALFUCA OUINQUFNERVIA Is GAL. 3D o.c. I KEITH 19 BEARINGS ARE BASED ON THE SOUTH LINE OF SECTION 20. �l r3 � R�{2rjE RuAD LEIGHTON AND ASSOCIATES INC -- " - ORAiAi eY. g„FF, T.1 N-. R.6 Y. , S•B.M. AS BEING S 89- 24 10 E , CIMARRON COURT PINUS CANARIENSIS I5 GAL, 25^OC COMPANIES AS SHOWN ON R.S. 38/42-44- 1737 ATLANTA AVE, SUITE 1 1370 S VALLEY VISTA DR., SUITE 100 aIAGECOACH COURT OU[RCU3 ILEX 15 GAL. 40 O,C, D.J.W 1 P.J.A. e.,,,t� ��[KE•cosin.rancarw> 1 OF RIVERSIDE, CA. 92507 DIAMOND BAR, CA 9!765 `------ - - '' ° °"° PHONE , 17141 860 - 5400 OEL NORTE PLACE PINUS CANAMEN51S 15 GAL, 25' OC CHICKFD BY. R.C.E. 00.42549 DRAWING NO. PHONE: 17141 788 - 5800 CITY DATE Joe 0110. 23Y003 l l 8 I:\69506\IMPLANS\ST-1.dw9 NOTE: F- ISE LANE SHALL BE REMOVED •JMwrwmcn "°• con R25F 4 HEN THE ADJACENT PROPERTIES _ ESTIMATE OF QUANTITIES 11,) THE WEST AND NORTH OF TRACT {---� -{ ` ` NO . ITEn ONSITE OFFSITE TOTAL UNIT 11139 ARE DEVELOPED , i 1 1 CONSTRUCT 0.25' A.C. OVER 0.33• A.B. PER CITY OF RANCHO CJCAMONGA STD. IOOA 240,800 -- 240,800 SF 1 2 CONSTRUCT 0.33' A.C. OVER 0.33• A.B. PER CITY OF RANCHO CUCAMONGA STD. Ill 4410-50- 262,900 306,950 SF ° F 3 CONSTRUCT CURB AND GUTTER A2-E PER CITT OF RANCHO CUCAMONGA STD. DWG. 104 . 17,280 8,650 25,930 LF 1 � � 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DUGS. 114 101-A AND l03 78,160 20,380 98.540 SF 5 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO CUCAMONGA STD. DWG. 102 . Op,all�1 — � 22 9 31 EA FiRE 6 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO CUCAMONGA STD. DWG. 307. 26 8 34 EA LANE 7 CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. DWG. IOTA. 19 I ftp EA STO I R*PPING "W` AS SPECIFIED PER PLAN. �R 8 INSTALL STREET NAME SIGN PER CITY OF RANCHO CUCAMONGA STD. DWGS. 401AAND B. 11 5 16 EA FIRE'"• 9 INSTALL F2' WHITE STRIPE LIMIT LINE a STOP LEGEND PER DETAIL ON SHEET 2. II 4 15 EA IA147 L 12�W/�E W1//7F /iLKrglL i970PLEdENO 10 INSTALL STREET LIGHT; 5800 LUMEN HPSV BY S.C.E. . PAID AND COORDINATED 65 _43 108 EA i STRIPE 67ZI 10 A- de �Nu4c LANE _ __ FIRE 5� moo. A-�� � 8Y DEVELOPER. 11 INSTALL R26F REGULATORY SIGN PER CITY OF RANCHO CUCAMONGA STD. DWG. 1338 401-8 4 4 EA LANE i AND DETAIL (SEE SHEET 21 . CVC 22600.1 12 INSTALL W-53 SIGN PER CALTRANS TRAFFICS MANUAL. 6 1 7 EA �D pFji 13 INSTALL BARRICADE PER CITY OF RANCHO CUCAMONGA STD. DWG. 131A AND TEMPORARY 1 7 8 EA '1 �•" $ O P W� i" ' e PAC•@ 21%RM 1TAwMAO•N1 PAVEMENT PER STD. DWG. 132 . Br \ 14 CONSTRUCT UNDER-SIDEWALK DRAiN PER CITY OF RANCHO CUCAMONGA STD. DWG. 1078 30 47 77 EA � •r1aslRn a.eRes, 15 CONSTRUCT CURB AI-8 ONLYPER CITY OF RANCHO CUCANIGPJGA STD, OWG, 104 3.(310 3,610 LF TOPPIN — pj grOP5/6v /2;e x c o e r o Rj K L r 16 EA FIRE F 6C 7,1,4,(5 Xr,44; C 17 CONSTRUCT 5-FOOT WIDE EARTH SWALE PER DETAIL C/2. — 2,600 2,600 LF LANEMANGiaG. nnclRo 12 11 114 1 V1 I ta 13 1/191 rn 23 1 vu 1120 vi i 5/9 18 CONSTRUCT 6" P.C.C. ACCESS ROAD PER DETAIL B/2_ 9,153 __ 9,153 SF 4- Yej-« 19 CONSTRUCT LIMITED ACCES5 CURB PER CITY OF RANCHO CUCAMONGA STD. DWG. 105- 95 95 LF SreiP — RHF REGU ":STORY SIGN 1NSTAt I ATION LIMIT LINE 8 STOP -LEGEND 2D REMOVE EXISTING A.C. PAVEMENT. 34 00 scop 3,000 SF �3�� 21 INSTALL 2'X4' REDWOOD FADER. 1,400 1,600 3,000 LF 22 CONSTRUCT TUBULAR STEEL GATE (Vel DETAIL SEE SHT. 18. 1 F EA 23 INSTALL REVERSE TURN SIGN W-2. 1 1 EA R 26 F SIGN DETAIL 25 _ INSTALL ADVISORY SPEED PLATE 2-6125) . — I 1 EA 25 FOR REFERANCE PRIVAT° A4ASONRY WALL PER LANDSCAPE ARCHITECTS PLANSC"°T _" � � -- — LF - 26 REMOVE EXISTING CULVERT. 40 40 LF 27 CONSTRUCFA.C. BERM DI-8 PER CITY OF RANCHO CUCAMONGA STD. DVG. J04 150 150 LF 28 CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA STD. DWG, 101-C 2 I 3 EA E P '•W AS SPECIFIED PER PLAN. FUTURE CONSTRUCTION J 29 CONSTRUCT RETAINING WALL PER CITY OF RANCHO CUCAMONGA STD 604-TYPE B 103 103 LF r STA. 33.96.65 - 46+35.00 -30 CONSTRUCT CONCRETE GUNrrE SWALE PER DETAIL SHT. 26 1620 1620 LF R1W R/w RIW RIW 31 CONSTRUCT VEHICLE GATE W/SIDE ACCESS PER CITY OF RANCHO CUCAMONGA STD. 1006A 40 40 LF ' � . 6 Zj z} as' 32 FDR PARvAwE 6" x 6" CONCRETE MOW STRIP PEt L An1OI C14pr PLAt4�,. (nAOT-r3uI�T Peg TREt�E PLAneS] L.F. 12' 36' 12' 12 64' 12' ---_ .-.. .-AIOSCAPE 2' w= 32' 2' 9 ASE rrt 4, 2, w_ 60, 2. 2 33 CONSTRUCT CURB CORE PER DETAIL ON SHEET2EA 1 I Qi 34 PLUG EXISTING CURBSIDE DRAIN OUTLET _ 1 EA W/3 „a W13 W13 fF ' I I W!6 W 16 W!6 W/6 w 16 W 16 1 JQ 35 CONSTRUCT CURB DRAIN PER APWA STD. 150-3 (CASE 1, N=2) DETAILED ON SHEET 21 1 1J S �Je [7[I!T 0.20' .'.,r ....Zy KN –`Hj,V Oc I n iDCTCD PLL PIIOP[RTY C/L o,. 0.29' "A, -!— 0.00' T 040' 034' 0.4T . 50' 0.61' 0.47' _:...i 0.47 I 0�4T O.IYF l O. 7' 4 • '' :. 4 L— 40' 115' SBCFCD PLE PA.OPERTY Ni PROPERTY TMD RROPERTY 50' I 3 2 2 * 3SCAPE * 4 DEDIDC.\TION VARIES HaDI AN y 0• TO LO.$ , 12' 12' 1 14' 12• 12' 28• 4, x T.I. _ !i.l:;, R : 70 T.I. = 8.0, R = 70 0(15TNG GROUND 2' RESIQE,,',-1 STREETS ETIWANDA AVENUE VAR185 - KTS (LOOKING UP STATION) it, 4' 2 1 710 i 4' N,T.S. y> Exrsr cRovlm i 0.60• 2 2 O.iO• '1 "STA, t6.22.75 - 33.96.65 _ LcwcL 1.61 T ' 1.GI NORTH RV WAY 1-1 SLOPE 1.c t GOLDEN I:xRARIE DRIVE *+� VARIES FROM STATION •---'- - � ---- .,, GOLDEN 1.5H COURT 16+85.75 TO STATION 25,47.99 4 a 1 1 � ti � f r 12' PARKWAY AT 2% FROM 5:1 (wu) �Cx?� GROUND CHEYENNE. COURT STATION 26,5466 ON. S:t (MAX) Ra 7O Tla9•C uisrzNCEBUAPACE Ex1sT ceotrAD 2t (I4Idt 1 RIDGE CRI .ST DRIVE 2• ("IN) 24th Sfr1?et SLOPE R- 70 11-9.o MEADOW13R00K COURT SLOPE ROCK CRI':.-EK ROAD Typical Strrreset Section 24th Street CIMARRON COURT STA. 16+33.51 TO STA. 36+68.71 Typical Section STAGECCACH COURT # 1112" O.C. BOTH WAYS NTS INTERIM DRAINAGE SWALE LOCATION 8 CONSTRUCTION PER 24 ih. STREET STA 1143 TO STA. 16+33.51 STORM DRAiN PLANS. 3/4" RADIUS PrARKWAYMDEWA1_K CONDITION (TYP.) 1/2' Up 3' or 4' Pipe May Be Used With 8" Curb Height Only 3' Pipe May Be Used With 8' Curb Height 2 1 PE:RrmzT'ER MALL l Q5' _ PER PLAN77 05 RADING PLAYS ,t Public Right-Of-Way - � � - Install 'T' Same Size As Drain with Loose Cap or Grate . _ '0 15 i -. Q 0 ADD CURB CORE DETAIL AND CONSTRUCTION NOTE 8/27/16 DFJ P.C.C. AC- CESS ROAD - ' �, 3' Min. Exlstinfl Sidewalk 2 " `I v1 FOR REVISION 1 ONLY • �•'(NI ADD CONSTRUCTION NOTES PER DRC 2012-00196 f 2 / /•i I -f • � + -- 1 6-30-15 DFJ r 1f •r • r, ♦rf - - 'R"M F=1�I (PrRG \; tr.v raGESCRIPTON OF REVSION Trf=1T1=T1�11T.'_IT=T�111=III-Ilk=1H=III=EI = - - - - *+, _ riarv, MMS QQ,OFESSf°,) •„ 1/13 Per Foot Min. Slope I2' S' EG'R°o °Nw EsaF qrF CITY OF R A N C H•0 C LI C A M 0 N G A N Pipo End 1/ Min; In From Back of Curti , r j'„n,• 1,.� �r WA9 ` Lai LL � * DETAIL SHEET Lsting Curb b Gutter 4 t ' 33 CUFBCOREDETAIL ,1'h _ ` l OFCALW �\ STREET IMPROVEMENTS 00 I Q Z% 4yQ'' Mx)KTIIQRlAL PILASTER r Z NOTES; CG "•�A ,.; ...r 3y �j 0 �� PER LANDSCAPE PLA>.5 � Q�o1 ESs/�,�gj TRACT N 0 . 1 4139 • Pipe In public right-of-way shall • Curb drains that drain only roofIOyy,�,” be schedule 40 PVC, ABS or drains require air gap at down ff EWALA `� •q Z�, APPROVED BY DATE - cast iron. A transition felting is spout or *7 in Tins with overflow _ Etiwanda Avenue _ _ `�' '?\ 2 CITY ENGINEER A.C.E. ND. required if thin-wolf drain pipe is riser 2" min, above finished _ + w ft. 42549 m 24953 M �7fp.�•21t _9Fj DESIGN BY- �/ RE COMENDED T"� used on the property, grade with loose cap or grate. NE Corner of Etiwanda Avenue & 24th Street + w CBR THE I fl4� u et/Tl- EARTH SWALE " W DITCH DETAIL a� ,..2D - - 2 s Q DRAWN B„ KEITH Imo, EE1 • are vio bl placed so markings Yard.drains require in line CiYI COMPANIES 2 are visabfe. with loose cap (u grate r i N,T.S. ' A�OF CA�`FO�� A M• L011"V5� �.CM.A MESA K�� 2 Of 32 Zt i.G .�,o_Noo G finished grade (use riser if CHECKED BY• �- �1• R.C.E. Ni DRAriRC RO_ • Inspection required prior to necessary). backfilling. CITY DATE 9-/3 40 JOB NO. 2151003 88 I:\69506\IMPLANS\ST-3.dwg Prolecl Sheet__Z. o? __ BENCHMARK STANDARD BRASS DISK IN THE NW CORNER OF A 4'= 8' DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NECORNER OF HIGHLAND AVE. AN ETIVANDA AVE" 66 FEET NORTH QF TIS � OF HIGHLAND AND 24' EAST OF THE Yc OF ETIWANDA ELEVATION = 1432.612 1800 I I BIM IT =c TOP OF S'LY CURB Q.3.000z 0 L0 IN 0 NN ,. �� , ^� - 1790 00 ti o n ^ 18 0 _ - (i n 1n m 10 Om > 00 �Mo m NN mn -mca R" 2.000Y. 00 1n * In nm _ m 300'VC. PL-M775 O + p .p oin + • .f S = 18.75.CV 0 af^ 00 + r0 _.:0 ^ 46 10 2= i. 400% 1780 - it. 00 no �� 0n -m ^ - > 13IN 0 o- Fv01 . + U nN >- - h a4G05"D.C. O ur)r, tij 30o'vc. P>=175735 CO U or) o u°i n= ^ w �9.p GZ 1400% or, u� -� hn > M ^ i 1770 - � "o< N u v ^ m �, . o Q - 1800 + �-^ > 100'V.C./.L.178G6o d p 0 n r + s �-- I.- C) - ^ - JTA.-JJrOO Q'7 M Itl ID tO + Ot D: -MRT/AL JOO'v[ /00'VC r w W qq o N nr�. ^^ ^^ W G /./775. 9 .1b • -- PVIe/700. 60 9TA. /2+ 0 N Nt , m > Kf� 0 orn pvS h 0 0 p + 0 O m .OdN^ � 4 ON - N 1760 - /e0'vc W m F.S. ! °n It'ui + ro n ^ n - 000% W - 1790 1=7780.30 3rA. 72r00 w mQ 0 p :to r� r•• _ _ R'3. �,� ZW d0'Vc o m 0 v ^ X00 I e.P.1..1797.75 Pvi=n7e./9 5779. n+ N� m� C + m - _ �- --I In 01 > m ^to , ^ ^ F+a2.000% PART/AL JOO'1!C. > G+ 7.400 M - n ^ tivi + EXIST. GRND. t 776g U - 1800 1781) - rn^ at � 0q� o1n * � ^- 4A-)7AL /00' G�260o 50CsrA, l5rdp00 Lc)N p0 ^r + D 1r; �Orp . uj '^r + � - P• J.�J7BG.d0 3TA.J5 AOO.QO /d5Q' /3Z'd 0. 0 In w4 N+ OX 0 1- ' nrn n + ^ n-- G e3.000Ye �u -' > r cu f0) nn o� _mss^ -� e �� R=5.1IOY�t 'O .00'Q p fi79 .60;4'.5 oTy. /8r00 W444adHN4 ,0 Ak44 4J u o0'n to , m Ian =^ c r'Oc Gi= 6.K0716 > m RI 0 n >� pa o,m1n 0 ^ c - 1 .313Y3.499% 61.d4 ' vC Q' ti TOP OF N'LY CURB pr1^oo� ' tiN tin' ' ^ a�m�7� �m Pv/.1174.79 SrA. IIr/1.!/V U tl p rn0� `a,A ^Vl^ �� n n + m-_tyviC In^ 1770 6/=-0.3/AY.J Gt 7."1 % N r W > AM In in m n n � ` �^ 3.000% - 1790 m e h w �kO rn a0 4IV 0 + + mar. . • Ra *U0 mNm , � 10 . m rm k 4,4 q Ng � nW: F);Ncu aro ` n. 2.00 ^N^ OY. 1780 - n `moo 0) JPr 47.26 CO. NA " e `� at pab O 1781. 44 ` OOamV��ID /OJ 80 c . N IA-10 Q n 7775.00 PROFILE 1 1770 - + 10+00 11 +00 12+00 13+00 14+00 yERT: 1 "=B' 15+00 15+00 17+00 18+00 to }Z CONSTRUCTION NOTES : j0 C* 1O CONSTRUCT 02'3A.C. OVER 0.33' A.B. PER CITY OF W Q a RANCHO CUCAMONGA STD. DWG. IOOA 45 7 0 2 k 3 CONSTRUCT CURB AND GUTTER A2-8 PER CITY OF / t, RANCHO CUCAMONGA STD. DWG. 104 . # / m RQ - 7 ' tl 7 7 O STDCONST DRUCTIIGS. IOID-AWAND 103R CITY OF RANCHO CUCAMONGA /Ot03. 996xocvA' AJAOJf JLIJ 3 33 ± u 3� + + O5 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO 33.96.65 ETIWANDA AVE. 2 0 N _ 3 �f p Q 2 :0 0D _ :2 3 Q "' 3 CUCAMONGA STD. DWG. 102 . / 2 • ZT a p 33 7 rL 33 3 = ^1 - I 33 ? j U 7 6t� CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO 3- ' I ��l I 4 5 m 6 I 7 CUCAMONGA STD. DWG. 307. (SEE DETAIL ON SHEET 23) !! n O �� - r \ o z tl No Ih3� I 10 I 8 7O CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO I1t'u 'l f co N � g n�O�' CUCAMONGA STD. DWG. IOIA. 'W' AS SPECIFIED PER PLAN. INSTALL STREET NAME SIGN PER CITY CUCAMONGA GS OF RANCHO 13 p e C 2 r 0 _ S LIMIT LINE B r n + n ^ nm CUCAMO G STD DW 401 A AND B. _ E F 9O STOP PALL R1 ND PER D DETAIL ON SHEET 2. !' _ _ LOME /7Ji A O - ... .. . DV- . .._' 77d2TbdE '-_ _._ py. . s e M a _ U+ 77 0 M" EVER e ° ° `'� L 10 INSTALL STREET LIGHT; 5800 ELOPE HPSV BY S.C.E. . O V cs `- � /'� ""' _ ecv �Q N 67 30' 00"E� SEWER-1 ' HN 87 30' 00"F b cF "D '7 PAID AND COORDINATED BY DEVELOPER. q-�-/1 1 . •[j}1lyf� ••�'.�{{-��e[��2 ' 7f 7 T 4 1✓'-OD r - . _ �4t.Q0 _ .. F _.ISf JF.. O'er . _ .B f.F '¢ i SeVE'R _ t .. _. _ F - I _.,. _ _ f�_O` w 2Q O CONSTRUCT CURB CORE PER DETAIL ON SHEET 2 17 II Q Il oi II ♦ I' I t`J 0' `V NO d' m I O 4 o f a 4 b �.' / 6CALE t i'=40 FEET 5 9 �, I u� o I I 3 I 0 1 0 3 ° Q FOR REVISION 2&ONLYI ,(�•/q(� 3 + 111 I II I U $ V. IAJ z I a' N Z' I u m Z ti n 0 \ c cry x T1 II _ M II Wf' d fie,' m � �` 60 I 92 m �i a h i P �0 ^X, �/(A 0 10 20 3u 40 Bu 120 160 � W '�I uWi `T1' G W (D ra W t9 NW p r0 It v « � 79 1 1 > f 4n Z Q 1 . Z Q N% a w 1 ' cr La q QOFESS/0 CITY OF RANCHO CUCAMONGA = N ! II �� III _ `� 10 �` I n w III o I � I ro w cd c eat I 78 �!� a a/ U a 1.1 r u � B w - ,r w a ,0 m" V tl\O E3PE.gtZ I tj 4q • y �� W L) ����v SL PLAN AND PROFILE SEE SHT. 6 c fi SEE SHT. 7 J a 10 ��� GOLDEN PRAIRIE DRIVE SAGEBRUSH CT. m = CHEYENNE CT. _ �! �iG. PF♦ a v F � �v �0F At\�O BETWEEN • ~ a �G 99 a 18+00 . 00 CURVED CURVE ' DAT TREE LEGEND P QaoFEss/pJ STA TRACT NO . 14139 DELTA RADIUS LENGTH TANGENT U DELTA RADIUS LENGTH TANGFNI STREET TREE NEVER PLANTED ^4T`��Y�•M l0/yyVq'F\ APPROYED BY �D�� DAtr: -l` Q 07°26' 00" 1000.00 129.74 64 .96 Q 86°41 ' 48" 27 .00 41.80 26.39 �' '� `� = CITY ENGINEER/��M1S.ldLUc _ R.C.E. w. 24953 O� AS-BUILT STREET TREE w ND. 42549 s 03032' 00" 1000.00 61 .67 30.84 t 86°21 . 58" 27.00 40.70 25.34 ¢ a DI 5;W BY: RI girls q7 I, c 45. 46 24" 290.00 23L67 . 122 . 42 3 04041 ' 20" 1018.00 83.31 41.68 GOLDEN PRA/R/E OR/I/E JL / AD D• G° F0 Q 4546 24" 272.00 217.29 14 82- STREET TREE TO BE PLANTED 8127115 DFJ # l4 f CIVIC 0 * B.C. COMPANIES I / 19 AS-BUILT STREET TREE TO BE REMOVED Elc KEITH K 10. 2T 09" 982.00 179.15 89.82 ` ,p d� i DHAVN BY. 'x s91 1 E 87041 - 00- 27.00 41 .32 25.93 L 45. 46' 24" 308.00 246 . 05 130 , 84 REVISED DRIVE APPROACH, STREET TREES AND ADDED CURB CORES f e,",,, .__ ON LOTS 1-5 �FCAL _.-- 3 oF3.2_ 0 92- 19- 00- 1 27.00 43.50 25. 11 DESCRIPTION OF REVISION 1z CRY De (*I0 BY: R.C.E. NO.42549 DN.V1N0 Na. c 01 -00- 48- 1 1018.00 18.001 9.00 DATE APPROVAL CITY SAYE 9/340. - JOB ND. 23100 4 88 •P40• "A" STREET PLAN d PROFILE BHT. 1 - 19810.781PF: 10870 2101 09-Aug-90 04:22 PM / 231003-999 PROJECT SHEET NO. 2 OF 7aZ I:\69506\IMPIANS\ST-3.dwg PART, 200' V,C, 42,31' 0.C.--,3 7,57' O.C. ART, 200' V,C P.I. = 1836.60 0 P.I.=1836.60 0 BENCHMARK STA, = 24+00,00 STA. 24+00,00 STANDARD BRASS DISK IN THE NW CORNER OF A 4'x G = 3.800 % m = 7.400 /° 164,46' O.C. 8' DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE = p!� p/4 pl4 p!� p/4 p!4 6/4 p/4 CORNER OF HIGHLAND VE. AND ETIWANDA AVE, VE.. 0 FEET NO TH F THE � F HIGHLAND AND 24' EAST r` E 0 E 0 vo °D n OF F TIWANDAELEVATION = 1432 612 59,56' O,C, . o , � r) do 0� HE O E 00 -v � . oS v + 3 .80 04 OD 04 (Dcr- � M N N - - + t0 � In - - N 1840 am � ' rn ri - a0 _ �t T �'OO 00 N N �+ m OM i 00 (V N M aQ i\ dic 3) O 10 e +O 14- O r N N N W (� G O 1 81 0 - � m N o 1830 O v O 0 TOP OF W'LY CURB � a o to IN to � oy o + 0 LLI,' a _ o N 0 Lr) � + ON �_ ( O) N OI O OO 0 Vim. } 10 ,- • in 00 Oi- +M N�o o ra0 X00 inw v- 00 � N pp% 1800 - ;�, Ki _� + ` - 0 i00 TOP OF W LY CURB v o O ; •� ti �} sD v m 3 '8 tD 00,n 0o O1M ,00 `'' al to O O 'd z O In � w N.- +� -- 1840 0 . N -10 V � � + -� ff) " - �. 0 00 o N �°� >I m rn O + r7 N N U) • ac � � 9;X (� M co �_ , ^ � G,; 3.000 •i. F.S. t m omlc ti 11- to N N _ EXIST. GRND. t 0 N°' F S ! O co 0 cn o r� y ai Qom' oot PAT 3DD'V.C. P.[.= 1797.75 N O cn Q -) 000 "' • + + ao00 ir) 0 v- Ir �Q' a � � ® STA. 18+75.00 + N N - CO - - _ m 146.30' ►`' a'a 1790 -- yelo °/4"A / /4 •/t L4 N " - 1830 PART. 3Q0'Y.L P.I.= 38.77' 38.77' 4i o v- G 3,000% 1791.75 05TA.18.75 L-4 D.L D.C. Q' ± o QOD' V.C. P.I.= 1!136.40 STA. L4+DQ.01'] w 4civ N . o -- `a' w w 43.D90.C. �n "' b' M G2= 7.400 % `�. T • c� Z •QO Z • 300'V,C. P.I.= 1747.55 b STA. r8t75.DD 00 0+I C3 J "' OO(D 0o o X85.73' Q.0 _ GCD i= 3.000 % to. 1- 0 (\� ,f, �,r; O m 1850 to Ni� 200 Y.C. P.1=1836.b0 B STA. �4+00.00 O o V z rn ��rr-) v> ooc 'LLJ o - a� � + 0 _ o o Q _ N Q,.OG 0 0> xT N Q O W t 0 �1--- + O <t M to" � + o o� ,S TOP OF ELY CURB N TOP OF PLY CURB 14- N �, + N(D O O CO ti 0)r• 0)m 00 U 0 V) r: '*rn 00 r,- a� °ti' m N �n oo N OD co N - . 6 p 0 Z N(D -- O v 00 O R- - + rn °0 r` t9 r + M 1 800 0 O N- 184 J 23 9 �-�b.c. 0 ao r` o q1 ,n v ao % L - >- C bj O O + I7 V- + QO N > a U -- 00 m O It7 N r7 co OD �" L •- N , J O� �� + N �-- EXIST. GRND, 9 �_ p�. "W N o rn 0o 00 - A.p � + M N � �� V O M 00 Q O 0) t O + ® STA 18 7S.D 300 Y.C. P.L= 11-17.7S 0 _ O co o Z r� 1790 /`• . 0,= 3.000 % - to M ++ O � N O m o M �- 1830 00 O + 0 N Lr)M 0)00 (n U') + O o O ►� N N ) U �o01• 10 ++ccl -08 O� 0) O + 0) O OD N �'• In 00 1800 O <"(D 000 w►� - O + � + 00 r` 00 7 Q Q X Q PROFILE 1790 - 1 �' 1 f 1 I ORIZ = 1 "= 40 ' { Q t 1 t 18+00 19+00 20+00 21 +00 22+00 VERT : 1 "=8 ' 23+00 24+00 v 25+00 26+ 00 W Of � u CONSTRUCTION NOTES 'm g� 95 9� 97 9B 04 12 •�� �9� 7 W 7 cr a m CU W Ot CONSTRUCT 0.25'A.C. OVER 0.33'A.B. PER CITY OF c" lO 7 ttii ,a J W W ] u. RANCHO CUCAMONGA STD- DWG- IOOA cp <� \ V �r ,�^� E , 40' �`+ W l,lO O CONSTRUCT CURB AND GUTTER A2-8 PER CITY OF I I Q aj SEE Z _ RANCHO CUCAMONGA STD- DWG. 104. in N I i ? N ti v SILVER RIDGE 'J N N 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA >► m �_ o ti � OD D 7 ^< " ' acv `� + _ O STD- DWGS. 101-A AND 103 o ti OD � N ti 3 N 6D ���`� 3 4 3 bN N q IZ' Ia, Q N q . / �b 5O CONSTRUCT ACCESS RAMP ER CITY OF RANCHO p �r a .3 8 Ia I2' � N � t / n' � 4l � � � >t � � CUCAMONGA STD. DWG. 102 . a! V � L � _ � -� f��` N / ��`�� 6 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO �,p Cy y�'(� 3 2 __ `, O CUCAMONGA STD. DWG. 307- C EE DETAIL SHEET 23 T �G G w . N • Cj - p. -- -- o ;a - - ---. 18Z'8.70 FL`-- - -- n. _�, '�D eV, `�� G�� • ow + 5 � �; 1 L I� hX.�` 7 7O CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO r �ti \ - 03045' 00"E - q, CUCAMONGA STD. DWG- 101A W AS SPECIFIED PER PLAN. s� O \� �p 8"C.F. -r---. M N - _- _ SEWER-1, M"p g"C.F + _- 8 _ ?Sa, ,/ - �'' 21 + 0 - - + 00 23+00 8 ' O8 INSTALL STREET NAME SIGN PER CITY OF RANCHO o a - 22 _ 28.70 .I. / \� - EWER - 2per S"C.E _L� �° = 29" S.D. _ 8"C.F [�__ 2 + - 5 5' �� 3 V ti0 / CUCAMONGA STD. DWGS. 401 A AND B. INSTALL RI "STOP SIGN", 12"FH WHITE STRIPE LIMIT LINE . k - - . ... . STOP LEGEND PER DETAIL ON SHEET 2 . \ _ /� H �l vay 5 po • ,\ •' �� -2S* 11 OO 10 INSTALL STREET LIGHT;5800 LUMEN HPSV BY •9 Oti F 4 3 \ o �• S,C.E.,PAID AND COORDINATED 9Y DEVELOPER. OO OF RANCHO CUCAMONGA TD. DWGCONSTRUCT UNDER SIDEWALK N107B CITY 3 b W t' E e n f') x F43 W A N 1- 1 , u� SCALE11 "=40 FEET 7 �0 ryQ�/ Gj �(/ 0 1 U 20 30 40 8u 120 160 J r7 T O L3- an 78 77 7l 75 7 ? 00 4 CITY OF RANCHO CUCAMONGA 7 F- � Q W N NORTH RIMI � Y 72 7 � PLAN AND PROFILE Q 2 GOLDEN PRAIRIE DRIVE STA. 18+00.00 TO 19+18.68 �o NORTH RIM WAY STA. 19+18.68 TO 26+00.00 . TRACT NO 14139 CURVE DATA °°1`'� CURVE DATA QROFEss,�,: � • 0 `� 1 oyr _ _i DELTA RADIUS LENGTH I TANGENT DELTA RADIUS LENGTH IANGENI `T� r + - �- � u _ � _ ,�c.� \\. ?� ,.� APPROVED BY � � DATE n 15°43' 36" 290 . 00 79 .61 40.05 H 82° 1 6' 49" 27 • 00 38 . 77 23 . 59 G�� g, CITY ENGINEER R.C.E. No' 24953 - - No. 42549 !'';� r CB 34045' 00" 290 . 00 175 - 69 90. 74 t 270 01 ' 49" 308 . 00 145 - 30 74 . 03 p ` DESIGN BY& R[COrsr,) Mnt 1) 130 00, 32" 459 . 00 1 02 . 1 7 51 . 31 0 070 17 ' 30" 468 . 00 59 . 56 29. 82 ExD• /6 JL / AU -_- THE Wi " �. 406-f'". �P� KEITH ,E1 O 24° 53' 21 " 450. 00 195.47 99. 31 0 89047 ' 30" 27 . 00 42 . 31 26. 90 (r �� DPAVN BY, COMPANIES " "" sttc E r crvl�- -� 37°53'53" 432 , 00 285.73 148.32 O 79° 44 ' 10" 27 . 00 37 . 57 22 . 55 TfnF CAL�`'d�' D-J. W. Z - iIt99SREDMLLAVEMUE,COSTAM�ESACA.9266 4. OF 32 714)S�0 0800 F 50 28' 36" 272 . 00 239. 63 128.22 20°08' 03" 468 . 00 164.46 83.09 ctQt C:KI t) BY, � R-C.E- N0.42549 Df'Ak'IkG Rc�. 08°00' 25" 308 . 00 43.05 21 •56 - CITY DATE __._ ���� _._ JOB NO. 231003 ` z �� Y PROJECT "-SHEET NO.z OF�--� BENCHMARK STANDARD BRASS DISK IN THE NW CORNER OF A 4'x 8' DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE CORNER OF HIGHLANDAVE. AND ETIWANDA AVE., 66 qt FEET NO TH OF THE OF HIGHLAND AND 24' EAST OF THE OF ETIWANDA ELEVATION = 1432.612 - - - - - - - - - r - TOP OF NI-Y CURB trio c'ILJ" � o CIr� oOD �o s - 1 , 400% L0 N0o Q �? r fi`hN to c1) 00 M <\j(D + + + _� + + OD O O'O Q O m ti in } r� r~ ti ti N 111 N�� o1)Dc, Qy O1 U O W V C �O In OD o N + (o ti ti N IT N v 00 co N M 00 a� N v o1(D o;o 00 J + (D to N 00 W �- M + CD I� I. W_ M st 00 +� In n �� OI00 � O 1840 --- + �r N� N DD 0) N CD � U 10 'n �°° MIIS +. v �4 a � L, a) ' 00 +- coo W � � 1 M� t ) V_ MIS NN +I Ing Q N + c1) rm OD ;00 r� �' v ti 4 d1 f� N h f�1 '3D0'1t C. P.1.= 18+q.010 6P STA. 2?+5 0.00 G, = 3. 600% 6 - I� 012 OD o a- N Q, cry co 0 N pa0 c - N m a�0 + - rn - 395.DD' O.C. w y ,'r M M CID 0 IDD'V.C. P.L= 184'3.61) 6 STA. oo SQ'v.C. Ff.:1841.16 W w 0 1830 - 32�D0.00 ®5TA. 33+DE.59 • 50D' V.L. P.1. 1849.70 a STA. 2rt+ 5D.DD GL= O.G Boyo 0 G, - 3.600% e v 4i + ,,� o L0 ,,� - N ct' - F.S. 6 11111'1[. T.1.= IS 43.01D 8 STA. SO IU. h1=1839. 3 c, +n �I • cv + o ►n 32+012.00 8 5TA.33M.DO 1r?rl_ ti 00 C co 07 CD tt to t�r� O Q- N N 1 850 - C> �� N� + r.� �Dm - + - N + + + �� OQ O m U r `, Lo V.>to } � + v t,- OD �0-) N� N1 dp `x' �� rn � � �•____----_._ w `J cv W 00 C9 Q NV + cD06 Nr N- -- N N O'er O • tn~�� N � �' s + V' (D Ci i + �,� tr O N + v N 00- f -- M I + V + tet. O P^ N N Q N m M LTi (T Cn Ira - 00 U-1+ CD +I� } v N tr, ,O O) to ,' • 40C% �^ M_ �- �,oD Nco v + 00�. In rn pm • m m N O LI-) t . ,,^^ + V_ + In Cn V/ + , 47 EX/S'?��srlTOf� I , ... � r� N a �1n m_� + + 1 840 __ 364.61 ' Il.C. ri 00 Q� 3DD' V.C. P. 1= 1849.913 6 STA. 27+50.01 TOP OF S'LY CURB 0.224% W G� = 3.800/- c� PARTIAL 100�VC P. J.•1843.G0 U) ujo c' - - M coo o W CV 4[.41'O.L 42.41'0.c 6'STA:400e00.00 Z M �' a� c\j OD °D � L0 uo>r` c�w- oo Qi co to°c ti ora o Oma`' `°2., " 5518'Y.C. P.I.S --• o ao ► N� + v +1 : N o1) v + Q. co o o ;+ U �! 1g4Lt2 6 STA. -J 1850 - + t_DD ao� - a s N (v o . :ov-c In to + ti 00 N N N �cv + v cD 00 '�oo N .- N cn N + o V- . CC .00 o f ,rj a u') � 3j+00.00 v, �c}oo`ro N� N^ olm otoV_ lJ V d' �: Wco G2=-3.153%CPM e} a_1) �*+ N " -100 W m L -L2 ,3 O- O+ v rC N 00 + 7 p �- r M - N00 � 0p N M N'1 + Qin � 1840 . 8r% � 1 1830 - 4 PROFILE 26+ 00 27+00 28+00 29+00 30+00 ORIZ 140 31 +00�' 32+00 33+00 34+00 VERT , 1 "=81 , o 7 ode 7 7 Q� � m �o � SEE SHT. 15 �o CONSTRUCTION_ NOTES K Q MATCH LINE E.C.R. 45 10 F 0 � � �C111 n � n oI, 7 STA 3+27.59 t0 1 �` I �1� h h 36 1 II W0 CONSTRUCT 0.25 A.C. OVER 0.33'A.B. PER CITY OF �v �3 N 1 , 5T.STA. 53t/8. 00 0 ti Co c- C.B. #'E-z RANCHO CUCAMONGA STD. DWG. IOOA 3 �►'= 70; v= 73' ro Z O3 CONSTRUCT CURB AND GUTTER A2-8 PER CITY OF `` W RANCHO CUCAMONGA STD. DWG- 104 . ��'_ o Q 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA v' 25 N _ N - FH o . ,0 1 f / a O o _ as STD. DWGS- .101-A AND 103 7 ,- 1846A1 F.l. 11846.01 F. . i$+1).66 F.L. S"C.F s = v o OS CONSTRUCT ACCESS RAMP PER CITY OF RANCHO nEio- B"C.F. S'C.F N 89° 59' 38"W 5EWER 1 ° V cn 33+94.59 INT AlOrry, ll" wAY f ' _ CUCAMONGA STD. DWG. 102 D SFWFR - + �32+00 4 19.9.1.1. 33 0 _ MH -- 43+ 16.41 ETIWANDA AVE. �.S N� • / - - -- ,� .�{_ -- - - ow- i0 00 31 00 8,.C.F DW -- �S"C.F O F RANCHO 4 6 CONSTRUCT LOCAL DEPRESSION PER CITY 0 _ - - 14, CUCAMONGA STD DWG- 307 C5EE DETAIL 5HEET 23 " , . - '-•- -`; �. ; ; r" 7O CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO B S 4 3 `� � �,, z CUCAMONGA ST D. DWG. IOTA . "W" AS SPECIFIED PER PLAN. 3 - ��A 2� 9 6 • 1� N Q 88 INSTALL STREET NAME SIGN PER CITY OF RANCHO I CUCAMONGA STD DWGS- 401 A AND B. QC a " W U U V 0 F 4e 0 ( I I , Og INSTALL RI STOP SIGN". 12 WHITE STRIPE LIMIT LINE 1% N v, Q. 3 cv I = w/') _ m III 110 o W STOP LEGEND PER DETAIL ON SHEET 2 . Z: Op p- 1 t0 °�� Q Ir N ' Q W K) I 10 INSTALL STREET LIGHT; 5800 LUMEN HPSV BY ► O 0 O , .51 I) S,C.F, PAID AND COORDINATED BY DEVELOPER. i c r �9 a8 m L) o uti W 0 1 N r W W o m W Lp IN Z I 11 I I CONSTRUCT UNDER-SIDEWALK DRAIN PER CITY '� '^ + o Q ren 14 OF RANCHO CUCAMONGA STD. DWG. 107B �� N Z Z Z N y to , 3 N ''� O J J O �0 Ih _ h� o �o SEE SHT. 13 \�a�iv. 4 N,� W �•STAGECOACH COURTS OD Q Q W _A 6 7/ N < Q N W I SCALE- 1 "=40 FEET _ 0 10 20 3b 40 8u 20 160 �x 0o �Z v CITY OF RANCHO CUCAMONGA 0 PLAN AND PROFILE NORTH RIM WAY NORTH RIM WAY BETWEEN STA . 26+ 00 . 00 & 33+ 94 . 59 CURVE DATA Q1'oFESStRj,� . TRACT NO • 14139 U DELTA RAD I US LENGTH T ANGE N 1 �c�� �'�'M ,Oyf�g�` APPROVED BY - WE 48°21 ' 29" 450 . 00 379.81 202.04 , __ 3 ycf '� CITY ENGINEER R.C.E. NO. 24953 � 0 90000, 00" 27 . 00 42 . 41 2.7 . 00 W N0. 42549 ST: DI SIGN BY, RE COMM N1>ED 'f.' JL / AG THE W 0. 4uE� Fal C 48°21 ' 29" 432. 00 364. 61 193.96 _ C 48021 ' 29" 468.00 395.00 210. 12 L`. KEITH t DRAVN BY .` e"'.. still i ---- -- _ -- - `fllq �tVI1 0 _ COtiFAN 1 ES Z•/J� t D J. W.Of 2995 RED HLL 34�BOpCOSTA MESA 916?.6 5 OF 32 BY, �f f`Q.C.E. N0.42349 MAVINC K(ll CITY DATE JOB NO. 231003 PROJECT SHEET NO-2�j OF 7A BENCHMARK STANDARD BRASS DISK IN THE NW CORNER OF A 4'x 8' DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE CORNER OF HIGHLAND AVE. AND ETIWANDA AVE.. 66 FEET NO TH OF THE Vc OF HIGHLAND AND 24' EAST OF THE OF ETIWANDA ELEVATION = 1432.612 - - -T- { : 70` �/� h �/�1 M-6 +y�/ O.C. Q,� a pr /� - < �` Y`. ��©.lJ. ZZ. 8Q l/ti�. .B�V �.�•i•.QG �.C+• • 5 .6 ' V.C. O•C. 6 .64' V.C. 69.64' V.C. t S 4 9 Pv/�/780.49 TOP' OF 11 LY CI�Ra iv � /Otle4. 9�v PV,1.= 1806.27 P.V.I.= 11812.30 • SO QVC co STA. 3+98.04 G e=0.54&Yv eo P•V<I.=1812.84 j0v/= /79/•30� + ao Gt=!•005, STfI. /2r 00 ,�,, V ' V N V di Iy m CO V= U � 00 ' 8m""\ to `U aa1 N ON ?O co V + � � N t�0 066 IJ co 1 /ff�f N� 7.5h �e w M co /CJ/O + �e � re 1790 ._ '� fn h �, o � 72 V.C. n � v ��� O vp e� + P.ul.= 1813.20 p � �p5 Gz :�Z.BCjt'o90 4, O . O o `. n 8 1800 � 18 18 U a b•51' X820 170 m M • M U fn aD 11I N r' t IN rn cv >.� 7E cc Ln r` m Ln � + co + 07� ao w CO + r.. F.S. t , � o �' O o + of 0 ,; m o EX�sf G��rd� 0 0 / 100, V•C.. - rn - ole CD - Qq P•V.1.= 1779.13 cu rte. 7 yh/ 1 o gh eq.�ro.c. tz70, ez'o.c►. 34.8 'o.C. 34.8ro.c. STA. 10+50 u + m > N � 0 C. � 9.64 4 6 1 790 G, _ -1z00 r. ,� 1800 -- `-�� 69.6 V.C. ,. N PVI= 1812.30 Q PVI 1812.84 0 M + 58.64' V.C. Gt=1.005Y• v 0 `p ' h o N + a opo ± J'• PVI= 1806.27 m 0 a �n c� ti , � Ga STA. 1 +98.04 I f w 0 c W +�I`0t +'I� p� ? U Qcu itVt9 O \ pt- + �' _� > � t, .6_ TOP OF ELY CURB "' � � � ai � � a �_ 1 780 -- - N PARTIAL 100' V.C. m w '�' w� � o � � / 0 O t9 W m P.V.L= 1779.33 C, r'- of mo co c6 v /8ID STA 10+50 0 - c9 O r� 4i m � + rn e \ o v G, _-1.200% N�_ hg� 1 U I rn �•9 °I 1190 �-- Q �� N w W %A o + m ; f�p(NJ � >\ p 1800 r� • + OL;CjQ n 0x'0 tf r l r-1 0� PROFILE _ 11180 - 1 ORIZ , 1 "-40 ' } { 10+ 00 11 +00 1 2+00 VERT = 1 "=8. 1 :5+00 14+00 15+00 • CONSTRUCTION NOTES V Ol CONSTRUCT 0.23 A.C. OVER 0.33' A.B. PER CITY OF 64 105 RANCHO CUCAMONGA STD. DWG. IOOA O3 CONSTRUCT CURB AND GUTTER A2-8 PER CITY OF W SGAIE� I ' = 40' 1 N RANCHO CUCAMONGA STD. DWG. 104 . Ih Z 4O CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA • �' 7 STD• DWGS• 101-A AND 103 7 7 7 J � � c9 J "I ;I� II I` n J N W 6 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO C6 W O CUCAMONGA STD. DWG. 307. (5EE DETAIL 5NEET23) to 3 U Q - cn n, h N � ►ri•+ v � Q � J �- OT CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO W Q o3, ti h ►0 j 3 c ��'' `�' Z CUCAMONGA STD. DWG. IOTA , "W" AS SPECIFIED PER PLAN. W N i a�.co 27'0.C. k3 fo6 10g LL \ -C,4 - I INSTALL STREET LIGHT;5800 LUMEN FPSV BY DW- .. _._.- 1805.5 FL/D --- - - �,. 19� (SEE Sf1T. /3,.P/G.t,�T� i /i79.9Z FL. _ _ _ _ _ S.CF-,PAID AND COORDINATED BY DEVELOPER. L /0-400.00 S /NT< SACxEBRt/SH OR/vE 8.1C.F �o _ o SEDER-2 N 7° 1 1 ' 00"W} 1 8°C.F. SEWERS / t2 5,- r' $EVER ST�7GECOf�Cf/ COL/.eT _717t-_T4_,12 GOLDEN ,q/qi O / Q _H - - -- -- - Al. - - - MH INSTALL -1:) 1 0 0 .cL. 1 1 o o 12+00 13-+ 00 1eo8.C5 FL. 1 4 o o e18 /ti o/''9' 7"E o �' QMH MANUAL. W 53 SIGN PER CALTRANS TRAFFIC 1, -. °C.F 18>>' oTr. 14 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY O /may \. 74.4g e r_ la \ OF RANCHO CUC!kivONGA STD. DWG. 1078 04•f i z F Y.• a0 W V a W II Li g �� r. N h n o v W SCALE 1 "=40 FEET O I " 1 I �` ^ ( � W 0 i s 20 30 40 8( 1 20 160 Ur N % 4. lk q�N,< 3 3 Z o �' I > �• M Z 10 ' ' s' � ° � � CITY OF RANCHO CHO CUCAMONGA � = 0 607 �8 ✓ 5� �5 V PLAN AND PROFILE • SAGEBRUSH COURT w a w Q �, SAGEBRUSH COURT u BETWEEN STA . 10+ 00 . 00 14+ 92 . 43 CURVE DATA ook f 1SSIo�'�� TRACT N0 . 14139 U DEL. 1A " RADIUS LENGTH TANGENT ��3\��t y� �ic APPROVED BY - DATE 7- 1 5° 00' 04 1 1 2 . 00 29 . 32 1 4 . 75 �,,� //pp�� ` O = CITY ENGTNEERe�._L.AGL� aCY R.C.E. No 24953 No. 42549 r" 210° 00' 08" 38 . 00 139 . 28 141 . 81 Exp DESIGN BY DEC�t6wf4 JL / AD -- - - THE M � 3 , �gJ KEITH `lqrc CIVIL �a�P DRAWN ge. ! COMPAN 1 ES , x p.l sI�€r t C OF CA `CO AH *a'+� S REP)ML.L64 AV&WrOSTA MESA CA.92626 . 1� OF _ 12 7-T l ��)640-0"1) V CHI CKi I) BY i � R.C.E. NO.42549 DRAM Rf No . CITY DATE JOB��7 Q__ JOB N0. 231003 19 L •'-4-;• _J. _ ,�[ - - F•.-aw :t. ",4 Project Sheet_ -of- ZA BENCHMARK STANDARD BRASS DISK IN THE NW CORNER OF' A 4'X B' DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE 40' ✓.C_ Pv - 7 /� CORNER OF HIGHLAND AVE. AND ETIWANDA AVEC 66 78 . 7 £ FEET NOftTH OF THE 9c OF HIGHLAND AND 24' EAST G,- Soot OF THE 9k OF ETIWANDA ELEVATION = 1432.612 i PV/= /7!,08.66 itj TOP OF W'LY CURS v N 1Q h p 10 m 1 .°�,�� + ,o Irl- ,n o (3 3 Q sf j un 6 �i m p N Q 1V 8 N N N j ui V V Q 18 to 0 ►. - .�. O C 74t T5' OC m T16411 ¢P' 4 o h o.c. o.c. o . :c. C. \ d ro � p i o 65.6E \.C. 65.66'V.C. ti � �N � y�•1e c `� P.V.I.= 1825.77 � � i � o � gl7t° P.V.I.= 1826.27 17 0 - °� e� co ki N c�=o.5ieq G,-io�o5 °° o -1630 U e-; \ \ p\, pN r co �ti a oc2s o ° Sea \ + J •f0 to N \ _ > N co .93' w o � C F.S. ! ' 600 m 100 V.C. o tr 10.T9' 72' Y.C. STA. 108 50 0 +� '( •9,1� ti` C (7% PVI. 1826.63l . g G =-2,778% 1800 -- �; G = -1.92"o _ fi �I cow C) / - c o (. Q rn + a2� O + OG 1790 _- C7 ccs ♦ nl cD + IOL' + + �o � + m� oti ° m \ ti _ITOP 0P E'LY CURB - � 1��� �' o M ti o !. t ': �n ci h Lo '�� �� In N N ko 0700 tN �� »`� t co X: coPARTIAL 0 V.C. N. cS Ni >: PV.L= 1785.80 OD m o o.�'� m A.A? /6.41" 92,69 e STA. 10+50 + o� •9th cny� i °° OC. O.C. y 6, = -1.920r , cv r� '� ,; �° 7.9171 65.6G' V.G. 65.66' V.C. 1 1 - Gs= 8.920% 7 � �� ti P.V.I.= 1825.77 > {' 00 GQ-0.518 r P.VI= 1826.27 - �w \ GfLi = i.005% uiKD • o ( M O O Cj I• - C U-)c3 In . a + D,"L C>Lo Loo co . + w + 00 1 790 - C>N_ or_ + O] - o r� h PROF 1 L E F 10+ 00 11 +00 1 2+00 13+00 ORIZ = 1 «=40 ' 14+00 15+00 16+ 00 VERT = 1 "=8' In N CONSTRUCTION NOTES ao 8' o e¢ � , N � � lO CONSTRUCT 0.25' A.C. OVER 0.33 /►.B. PER CITY OF (L/ RANCHO CUCAMONGA STD. DWG- IOOA W - � M Z M o ; 7 7 0 � 83 , ,3 t0 I 3O CONSTRUCT CURB AND GUTTER A2-8 PER CITY OF • SCAT E 1 - = 40 RANCHO CUCAMONGA STD. DWG. 104 J -4 = O " I 10 7 ( * i !� �0 85 4O CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA W _ � ti t STD. DWGS. 101-A �►ND 103 U I m h "�� 2 - 6O CONSTRUCT LOCAL_ DEPRESSION PER CITY OF RANCHO �,q1., p 7 o SEE SHEET 25 CUCAMONGA STD- DWG. 307, (5EE DETAIL SHEET 23 ). Q ~ Q • * (h Q V i i FOR DETAILS 14 ti 3 N �3 3 c OT CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO cr �' D 3\0�• ° g2A�8� CUCAMONGA STD. DWG. IOTA , "W" AS SPECIFIED PER PLAN. . r- _ % ���,p2" a /gZ &3 III Q 1 � O N 5 O8 INSTALL STREET NAMF•SIGN PER CITY OF RANCHO _. I _+ B A9 B. • F � CUCAMONGA STD. DWGS 401 AAND B I I � � �. , c � - • 1816•„ F. LINE -� _ - w=54 7 - - _ A -8 -0 I _ 1813.97 FL/ - - -- /O /00.00�/NTC'/+�EY�it�NE CT- MH r3" C.F. SEWER N O° 1 1 ' 00"W 1 -$"C,F. MH --- MN =/S-t OS. 32 Go�EN PCge/E D,e/vEV _T- 1 O INSTALL STREET LIGHT 5800 LUMEN HPSV � 10 ti 17.8_6.38 F.L. 11 +00 0 `� 12-+ 00 1 3+ 0 1 4 +GO 1 1 -5` 00 1824.51 F.L. j I II " '� _ 8" C.F BY S.C.E.. PAID AND COORDINATED BY DEVELOPER. o s c•F - - - -- -- S b �\. �!_ • - _ T _I O INSTALL W-53 SIGN PER CALTRANS TRAFFIC I II oo \ = MANUAL / SEE SHEET 25 14 12 I 3 4 FOR DETAILS 14 CONSTRUCT UNDER-SIDEWALK DRAIN PER CITY -- O OF RANCHO CUCAMONGA STD, DWG. 1078 I II Z u Q J I o �► 3Ln �' '� SCALE= 1 "=40 FEET 7 7 10 7 w � p M Z �N 9� 9l 90 89 BB d7 ) o o zo 3 40 8u 20 160 0 � 3 CHEYENNE COURT o _ = 0 _ CITY OF RANCHO CUCAMONGA � U - W Q Q PLAN AND PROF I LE W < CHEYENNE COURT BETWEEN ooapfEss/9,9 STA . 10+ 00 . 00 & 15+ 46 . 54 CURVE DATA ��Q,�\ �,M► °Ma,,��% TRACT N0 . 14139 U DELTA RADIUS LENGTH TANGENT ? APPROVED BY - DATE - - - --- -- O 15° 42' 39" 535 . 33 146 . 79 73 . 86 aWc • 4�� 24953 CITY ENGINEER R.C.E. NO. V 18000' 02" 100. 00 31 - 42 15 . 84 41 DESIGN BYx RE Cf)KrJ N01 1) Oc 1 98° 00' 02" 38 . 00 131 - 32 239 . 92 `r� CIV1�- �� JL / AD THETH ,", ',"„= fl• � Lf 4 E I D4A► t tq lE �� DRAWN BY+ �;�:u".. SHE I 1 OF C4t\F COMPANIES ;- ; AH lj JCA�Zml�rR-C-E- 5 nen NAL AvtrMCO"A Wsa C0."ne 7 OF 3 2 0800 CHECKED BY, NO.42549 DRAWING: NO. CITY DATE -L "9Q - JOB NO. 231003 PROJECT SHEET NO. L-OFZ BENCHMARK STANDARD BRASS DISK IN THE NW CORNER OF'A 4'x 8' DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE CORNER OF HIGHLAND AVE. AND ETIWANDA AVE., 66 FEET NO�TH OF THE qc OF HIGHLAND AND 24' EAST OF THE OF ETIWANDA ELEVATION = 1432.612 - - -- - - 1820- 1820 b r r �►.,��3� 1�\ PROPOSED F N m N. NORTHERLY N ° fo o n "' �, TOP OF CURB 1810 1810- � N � � � � � h ado Nb - V P W w w •. v C� + o ^ 4 ��� J _ R=- I . 040% " 'O 'fl t0 �? a0*� v ^ ti + ! r_ N n1 0� t� .r, i � � � � w �, w WQ s w � � ` �� � 3 \ N � C� �� c�pl� Or` i D O Q1 I OO � O O ' pct, CSU) G�� \ cD \ \\ \ t G cr) � 4,8 f' r7.4r' x7.40" f 7.40 17.40' Z 2.72' 13.01 13.0 '' ` ` ` � ��b ° O cn rn + � O.C. O.C. QC. C. O.C. O.C. O.C. D.C. > I �� T�\ e� e ♦ rn ori rn °or' +1 oI� (D U,0 �R- 1 . 400% i • i m , \ CV N '- � ppp �p + r`I� \ iw ICiL� Q G9.Gf ODG !o9.Gf VC.,�•rt-0.5179. 4G.01 1/C RAR7 100 1/.C. - �co - 0 cin O yt h d' r� to 0.. P-1.=1817.GO P,1.=1817.07 P.1=1614.'4 _ ci P1. - 16 f0. 91 ti ago b0 C; � + 1800_ �•- + �T \ - J 7Z' V. Q S7q. ff+7-1.00 V w \ \ \ � 0 1800 16/7.95 Gg=-f.04 O% W / 3 ' r �' d/4 A �4 16/4 A� A14 �1� °G Co` O 10000-122 O.C. O.C. G,=2,77,8%o �v W t8' s 00" .G. � 6 U O Q FQ W @ 8 I A. %8/75.00 ci O � Q� O �i m O D.C. � • D.C. o 1820- 0 : o o o v , m 'C4 -1820 rq 0i w o� n PROPOSED F.S. to � � N �-� O •7 09 \ N + o + N In m 1810 1810 - _ _ cfl ,n G 9.G 1 V.C. G 9. G 1 1/.C. 33.09 V C rr,00 + o tf) N + U + U P.1,= /817. 7 P,I,_1814.75 _ �a, ^ � 4D co P.1.= 18/7. GO ° __-' • Uy G/. + OOG% G� =-0.317 /e 34.86 17.41' f7.40' 1T. ' 17.40 22.72' fG.341x,.53' /do' vc O.C. O.c. O.C. O.C. O.C. O.C. U O.C. O.C. V @STA. f�s�5 DO 0 4 oz n GN iQ a m n J � V W 1820 Oco O 43V �► • WV V v ,� ': � � o m a v Zvi - 1800 1C �' w W b m c0 b y /4 d/4 44 1 ti ti w �+ r, °fit 1/4 R�-3.!32°1, h ti e\ 0!' M °� �, : r�� I, ,� M PROPOSED �0 \ � \� \ \ + O ON (� �� � �)� rho M 0l' ir=•¢, N�� c N + o bth a c. �, �: SOUTHERLY to U 181 O si o o b 0�si + x + p TOP OF CURB m b \ 100 + 0 o� (\i Q - 1810 ,4= -/.090% rn ort + 0 + o o r`00 11- 00 + c> 00 cr) M R. i . 4UOi 1800- -1800 PROFILE OFA I Z = 1 "=40' � } � } 1 0+00 11 +00 1 2 0 0 1 3+00 0 1 4+00 VERT , 1 "=8• 1 5+00 1 6+00 1 7+00 1 8+00 W V v3 CONSTRUCTION NOTES # cr•• �,a� 1t P3 w /07' /08 F�J P�'� /OQ //O L9 o LOT T ,� Y ,�0 Q� 7 w pi Ot CONSTRUCT 0.25'A.C. OVER 0.33 A-B. PER CITY OF SEE Si�T. 24 ° 10 0 (i V 7 ��h�� 7 L-9 a V U RANCHO CUCAMONGA STD• DWG. IOOA -; to W IO 7 U 0 1O t0 r O W O O3 CONSTRUCT CURB AND GUTTER A2-8 PER CITY OF �` r 11 o . 28 '' „ n �' w ROCK CREFK� OAp w 10 � :3 o L SEE SHT. 10 Z o RANCHO CUCAMONGA STD. DWG. 104 - z ? h � S u to _z MEADOWBROOK CT. _ •W 9 v N �'°oJ V --I -� �C V j ru " fh0 I 1 ¢ . --I "'I + O4 CONSTRUCT SIDFWALK03ER CITY OF RANCHO CUCAMONGA • " U - �1 O ,V1 ` A O O = l2' l8' l8' 12' _ ; li �► d I V. f- O = = O STD. DWGS- 101 A AND K I r,V�1 V oo._ V IZ /8 /8 12 V r Q Q Q Q ti \ 3 x ,� , 3 \9 �,�,Q Q 60 °J Q �.ti OS CONSTRUCT ACCESS RAMP PER CITY OF RANCHO 9 �, 14 i \ 3 cn O \ h CUCAMONGA STD. DWG. 102 . co0) O6 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO 3 V, CUCAMONGA STD DWG. 307. EE DETAIL 5HEET 23 9e • F =_�- "�'- _ I Q r� • } N o > v.go� Q OT CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO 5 a _ 10 /8?8,� _ �- = CUCAMONGA STD. DWG. IOIA , "W" AS SPECIFIED PER PLAN, 8 c /ei 8 /013.731.L o 24..S.D: �� 18 x803.47 3/q"C.F l B C.F 8C`� �� f MH I 3 A4& •"30''00"Wj d"C� O8 INSTALL- STREET NAME SIGN PER CITY OF RANCHO �~ EWE s MH S R /8( .3(i / 074? 1 EWER-� o3.'7iE S 40 �. Q 1 v{ _� T MH W CUCAMONGA STD DWG 1 RAND B. M N _---SE�iE - ig .�o►� 1 �. 8 c . fl G - 8 -F „ LIMIT LINE $ STOP B^c.F Q �, ® r k ® ' lti � � L O INSTALL RI "STOP SIGN", 12" WHITE STRIPE D j a ! `� h ° )N �� .7= 9 LEGEND PER DETAIL ON SEE SHEET Z. N= 2G �� Wc. .. ,� `� = 10 INSTALL STREET LIGHT;5800 LUMEN HPSV BY o 8, Zp L� - ` Q q)/ d, U S.C.E.,PAID AND COORDINATED BY DEVELOPER. 6CL 0' a' ��4 �,�' �" II INSTALL R26F REGULATORY SIGN PER CITY .' 34'0.C. o � � � 0• � M'c W r2 ' 1e /8 12 W ^V (� � � OF RANCHO CUCAMONGA STD. DWG. 402 AND 4 0 G 3 v, ��O o o v o DETAIL(SEE SHEET 2). cq A+ " �'� ^� cr o o - SEE SHT. 10 o ti 0 28 CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO t0 0� o "� i m Z Z m �^ v O CUCAMONGA STD DWG.101-C "W" AS SPECIFIED ' P O , 0 PER PLAN. 10 •N� +� 3 �',�PA� M DEL NORTE PLACE M o ti h 3 a ti l9 c ' N IZ 11 O i h 1 3 � ltj �j �j W L j �j v h I ` W �'G�'��'� 3 s N 1 SCALE: 1"=40 FEET 7 I 7 Z Z o �,' \ I N , \ I } i 14 CONSTRUCT UNDER-SIDEWALK DRAIN PER CITY v_ g2 r h� N - -� I OF RANCHO CUCAMONGA STD. DWG. 1078 Z 3�' I •] \ • --I = � - 7 7 0 U) 0 !0 20 30 40 8C 120 60 I `O + u HM 10 7 JW 7 . � Q a W � � � � co CITY OF RANCHO CUCAMONGA /� /5 /4 l3 PLAN AND PROFILE RIDGECREST DRIVE Now RID GECRES T DRIVE BET WEEN mm QROFEssoa STA . 10+ 00 . 00 & 18+ 00 . 00 •.���� �' s TRACT N 0 . 1413 9 CURVE DATA CURVE DATA ,G c _ U DELTA RADIUS LENGTH TANGENT U DELTA RADIUS LENGTH TANGENT ,;� Ilo. 42549 APPROVED BY - DATE AD 07000' 00" 1500 - 00 183 - 26 91 . 74 HH 03032' 28" 1518 - 00 93 • 82 46 . 92 °C Exp�9(p '° CITY ENGINEER �4� R.fc.E. NO. 249_53 C O 89055 ' 30" 27 . 00 42 . 38 26 . 96 0 87038' 22" 27 . 00 41 . 30 25. 91 �► DI slch �r, RF c q a NPI - _ s, crvl�- �P pekl- J L / AD - THE ,,, d 4"�.P-�.,• N 0 90004 ' 30" 27 - 00 42 . 45 27 - 04 O 93° 1 3' 42" 27 • 00 43 . 93 28. 57 \\q/ Qt1 `rl1w" 04A► liIq lw w O 03013' 37 1482 - 00 83 . 47 41 . 74 O 90000, 00" 27 . 00 42 - 41 27 . 00 F�f�C.Al�. D1A41N Ett "` COMPANIES `KEITH E"` SFI[.h I O 1 6° 5 5' 4 9" 1 12 - 00 33. 09 16 - 67 PJA J t"'Mp 7164 0!0 COSTA W-SA GA.94624 8 OF %32 0 F 2090 -v5' 25" 38 . 00 139 - 23 142 - 20 CM CKFIU Bf• Q/C R.C.E. NO.42849 DRAVIN NO. w DATE �' "� _ JOB NO 231003 /. ° CITY G 13 18 27 112 . 00 26 . 01 13. 07 ! ziog -r U -- - - - - - - -- •i`41�• L- i-^; . PROJECT SHEET NO.�?-OF_Zg_ BENCHMARK STANDARD BRASS DISK IN THE NW CORNER OF A 4'x 8' DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE CORNER OF HIGHLAND VE. AND ETIWANDA AVE., 66 FEET NOITH OF THE 4 OF HIGHLAND AND 24' EAST OF THE OF ETIWANDA ELEVATION 1432.612 : f � PROPOSEDAN NORTHER LY- . X00 TOP OF CURB Citi o;v + 0N_ � 1800 �� — 1800 O N o nn OD --ice 0& 010 V 0 0 Q 1r)cYl . O ' V N�`O +IQ, 0 W rn tf1 fn + + 0;in + cc N r� 00 V d. NO) N � O + r r0 L) N � N � Cj 1 790 -- �; m " m N _-1790 0 f49. 541 a. r. V.0 + O.C. P. L= 179e. G9 @ 5rA. 21 t 69.33 Gt= f. 909% • Q 1810 -- Pl. . /79&.34 18 0 srA. t2 00.00 �,M i L) ' + ' o �' �`� PROPOSI~D m�'N �, m •o rn ao o'^ �r� a o ccs rn +10 Q + �� F.S. 00 M A O 0 (f tr) O m V + O N 0) 180 1800 Ooo + 0 caoo '11:1 0� 1�« O + N – N – N� hl f� + 0 00 (A � a0 + OI tl- N 1 N��-- \ ~ t� N ti N - _ W W a",07e& e Z 149-33' o< : /79d. 5¢ O.C. @ S rA. J 18 0 GL= ,.853q� 1790 PROPOSED= t 0� « �v touU°k SOUTHERLY w m `° V . 0) 0) 00 0o o TOP OF CURB � b D� oe ou ;Q + o orn AOD tD0oo + 0,N0 + Q, o OD fl + 0 + Q) + h + 0Nti 1800 — - ! 400j NIS � N~ «-- 1� N``Nt� N — 1800 N CtI^ its a � b �Qn 1 790 -- • . 1790 PROFILE 18+00 19+00 20+00 21 +00 oRI Z = p_4o' 22+ 00 23+ 00 VERT = 1 =8 P J0 � 0 CONSTRUCTION NOTESIP PSP I � 1 CONSTRUCT 0.25' A.C. OVER 0.33' A.B. PER CITY OF O s� F RANCHO CUCAMONGA STD. DWG- IOOA 0 CONSTRUCT CURB AND GUTT R� y� � � �• O E A2-8 PER CITY OF O i � 014/ r \ X RANCHO CUCAMONGA STD. DWG. 104 Q iy CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA >' ''Q `j,�4 P. O STD. D WG S. 101-A AND 103 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO 78 CUCAMONGA STD. DWG. 307 (SEE DETAIL,5HEET23 ) Ar >, O CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO 7 -9 1 �•�' ` CUCAMONGA STD. DWG. IOIA , "W" AS SPECIFIED PER PLAN. \ I O INSTALL STREET LIGHT; 5800 LUMEN HPSV BY I ° S.C.E,, PAID AND COORDINATED BY DEVELOPER. 10 5 00 \` 14 CONSTRUCT UNDER-SIDEWALK DRAIN PER CITY O 22x u "" �` OF RANCHO CUCAMONGA STD. DWG. 1078 V A U ~ ° to ^ o. e + - - --- n 4 G ° x00 - - — - A , ti 2 Q l�3.4 7,frr � •m � (3 N 8903 01 00"W �.� MH SEWER W try /803 4 7 sEw T� i 19+00 20+00 �9 --- - - — - DW— B tcl) 3 _ •� N c e ---- - --. - - - +- —.--- '� r W Z - W ti 3 I SCALEa1 "=40 FEET W _ J Q to - ~ t ' 0 1 0 20 30 40 160 Q- cn Mal 7 Q CITY OF RANCHO CUCAMONGA 3 1 I \ 3 7 PLAN AND PROFILE RIDGECREST DRIVE ? 7 10 BETWEEN �3 A? „ Q�.oFEss/oNq, STA . 18+ 00 . 00 & 22+ 60 . 63 CURVE DATA h���� ��`M ,oHN�9Fyc TRACT N0 . 14139 DELTA RADIUS LENGTH TANGENT ;' 3 G Z APPROVED BY No. 42549 CITY ENGINEER R.c.E. NO. 24953 - _ � IxR.-:�L96 0 31 ° 30' 00" 290 . 00 159. 44 81 . 79 0 31030' 00" 308. 00 169 . 33 86 . 86 DESIGN GN BT� Rt COMM. Nf1E E) 31030, 00" 7 4 . 71 RID GECREST DRIVG �, JL AD -- THE AO." V. 4aF_R•�► t{�q Cf V1L ��Q `1 KEITH " O2 2 00 149 5 76 V4& ( 9l�r ! • �4 DRAVK BY i, . .., sfsE f I g1iL comr 4N I€S MAW 714 Sti 0800 CHI (a'iD BY Q2 t N-C.E. NO.42549 DRAVING NO. CITY DATE JOB NO. 231003 •r'4 l.i• .. • _7 ii.E E t'L A & r-P ! .. . - �ti L ... ,-f1 ti t -F ` •1�`t -.t V PROJECT SHEET NO. OF-.2.A— BENCHMARK STANDARD BRASS DISK IN THE NW CORNER OF A 4'x 8' DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE 31552"O.C• CORNER OF HIGHLAND VE. AND ETIWANDA AVE.. 66 FEET NOITH OF THE OF HIGHLAND AND 24' EAST s, .C• &5'V..C• OF THE OF ETIWANDA ELEVATION = 1432.612 PI- _ rg33.35 cd yI; (533.84 rt G. G SOS 2 ° G/ G O / t 990 0 G, _. 35--� - - 33 _ . _ _ - _ �_ _ -4810 - _ _ -- - - --- - -- -- A"v/ _ : 0.C9 0.C. 30.C. ti !605.34 10 60 5TA•L %t 50. DO LJ /0 t CA-O.SQ Go=-0.514/ � %3 � m � � Gt= f0.8 20%� Ge=G.7G01/0 /�/PO�Q✓'�`v 54.40` V.C. ^ ro M� d14 M o cD •� on T ,^ z \ 260 ' �0 � + • rn N WAS EiPL y �(g' Ae 8Z 7• ZO V 1��� + a }��0 cv v N u') Oo Il- _ TOS 1850 Co i -o o + o - 800 72' V•C � a r •" C0 m N ti 80(05 e PJ = 1634.22 o,� PROPOSED v o i oo ry �' t RAD. PT. �, + WESTERLY 6 * \ G = -2.806 % 00 co 0 4`t ti 2 + I~ -{w TOP OF CURB eVrA.3� 1807-&a 1820�y y`� 2z 20' et.oe' �• ,a• r • Q rcN ,o - r �Rf so' ✓�. -1790 -- . �} ,0 v V �n , _ G2= 2. f20ye N. vVi 0 w o k o ? J 0 54.47'zr.�54 . Lam. .ST' G.P�Ur(/O w J O � b el•$3V @ srA.i�.27.20 __ - � �o \ Q � � � cD o r`fi r) `?ho Jon O � \ Rs ul V \ V m� co 90 «,in o p Z =_ - 1 - 1,.1� PROPOSED oI►, o + o0 1810 �,0 0 0 _ - - - _ j Z Z oo v.c. r,tr; ++' �� -1810 � 2 1 64. 'vc 4.65'�/C Q 0 s7A. % S 84� cp o F.$. + /'"' �8f'l 'V Vi P.I. _ 1833.35 P.I. = 183 3 84 f MOC OL G 10. 820% I`y 1110 ,I 1 ° t= 0.526 % i G = 0.990 % 1 r w - I- Gt= G,7G0% too 0 . It IL - n � 0 N 3J.12' 32.32' 3233' 32.32' M � r + 2�p'1• E'X/5T' G.000.vl7 N°° o c. O.C. O.C. 0.C. # �- Q= R� vc -1800 1820- e • . - /803.7(. `e 'i t 7./=i3o ,#00 V STq- /0.50 4D o Z 1 + r� STA• Ge=2.120% v G, _-2. 440 % > � PX2i0 3y 35 , > \ Z b GE= !O. 280°/• 0,ILI ^ V k1 ci 10 1 t\ 0 cV d l! o`o 0.C. 0.C. t0 4 t \ O� c) v_ v. 0 a M Flo 54.40'V.C. ,R M ' a0 �` tn� �4 ~ �'± s'sgr�z:27.to V J PROPOSED m°�° o►�*) �.. n,. o I- -R' u ti o o� -1790 d • . + o ' 4 ; o �► b - k EASTERLY t.- +, 00 1810- o •., c0 in U-) u') � o00 + m • 0800 + 042 N O a °"\ o � ti N w TOP OF CURB c+ C>co 000 � tS r: N 3 /. C. o /46.�P"O.C. N q.21 p �9�0¢ o c' N V ®574. �t�0•d0 O / Co n0 w \ G� : !0.820%� to to CO co + �j�•1• 182 r4Xr /AovG N G_. 0 .4 - 1 � }� a7 0- _ + ti Q; P/. iBoa.9� u Y -1800 Ge. 10.280% : ow O � \ � 000 to 00 ►� o�O h J 000 + 1810- ►o to�o 0 �i�OPOs�� 2 X790 v�oc�o i. , � , '+ 0- -0- - o 4.497"E,eL y - TOPD� CU.PB 0 �ah PROFILE 10+00 11 +00 1 2+ 00 13+00 14+00 VE z s 1 "=40 ' 1 +00 2+ 00 3+00 4+00 VERT = 1 "=8' O O G CONSTRUCTION NOTESP O //0 CD �, .= O O CONSTRUCT 0.25 A.C. OVER 0-33'A.B. PER CITY OF RANCHO CUCAMONGA STD DWG IOOA 3 k =� 0 � V NZ � a V 03 CONSTRUCT .CURB AND GUTTER A2-8 PER CITY OF W-- ( - O 10 RANCHO CUCAMONGA STD. DWG. 104 LL 1.10 w_ mQ > �} N Z O 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA L) ul> LJI - 17 - - O STD. DWGS• 101-A AND 103 3 a Ile OAF- W M U 0 >��� G6 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO C, h , W I CUCAMONGA STD DWG• 307 (SEE OETAIL,5HEET 23 ) ti N / 7 0 �" \ Q F- W �� 34 II 07 G� " !� U)j Q Cn ,� 46 P TOR T CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO + a)� ,= - f` • - _ 4 - �-' 1.3 v O N�� ��l% CUCAMONGA STD. DWG. IOIA . "W" AS SPECIFIED PER PLAN. ° .__ Z Z 11 - '= - ° Q, Ili > --�-- - 72:> _O 3h ��1 10 INSTALL STREET LIGHT; 5800 LUMEN HPSV BY ,�Yib •� � � _----- - •• J. ^ / - � .- �: . '�`� II � I� �p S.C.E,. PAID AND COORDINATED BY DEVELOPER. ' '�O` �_ NH 3 /`� II 5TA INSTALL W-53 SIGN PER CALTRANS TRAFFIC o 0o iBo4 0 5. ,� a ,> > +oo �+ °w x 0 V 12 $'C. . -8 �.f M ! '' . �'lr v r7 90. '� % ON 0034' 30"E 3 ;60(,.7_5f1r oo - - MANUAL. ell rc INSTALL BARRICADE PER CITY OF RANCHO CUCAMOtIGA .too p6l cl ° ��2 ��\y %2-+ 00 � 3 3 00 G F STD. DWG. 131A ,AND TEMP. PAVEMENT PER STD. DWG. 132 I< g'GF / 5�A Z5 al F Z --- - • -: ,. � . , 0 14 CONSTRUCT UNDER-SIDEWALK DRAIN PER CITY o �� �/ - `__ r.��0 W 0 5 11 O O - __- o I I OF RANCHO CUCAMONGA STD, DWG, 1078 `I O n �1p� p o� 7d j% T V �' 4 `cC 106 zco I� ui 13 O v } Q 24 (' U 0; S V I Cr 10 \� 7 1 ��� _ 1I 4- V W CD ` _ �l� i - _ Z �4/ SCALE 1 40 FEET ' -. tt� V' a7EE c9HT. 2 G fQR �n Wv \ d 33po N N 14 /6 OCH E -�. OETA/L 0 + = _ /� 0 10 20 3U 40 8� 120 180 W Z af-- W FV-- ---� zz- WSCALE , 1 - = 40' 3�deg LOT X SSCAT E 1 ' = 40• N EESHT. 2G CITY OF RANCHO CUCAMONGA 330�a o PLAN AND PROFILE MEADOWBROOK COURT � � $� DEL NORTEFLACL" MEADOWBROOK CT. 8 DEL NORTE PLACE BETWEEN /17 0 //5 STA, 10+00° 00 a 13+72° 16 STA, 1 +50°00 t 3+46 ° 35 CURVE DATA Q�oEESS►oNgl TRACT N0 . 14139 DELTA RADIUS LENGTH TANGENT '`��o���M ,�N �yG� APPROVED BY DATE : Q 46° 00' 00" 375. 00 301 - 07 159 . 18 ( ; r CITY ENGINEER R.C.E. NO- 24953 eO 38005' 06" 216- 97 144 - 22 74 . 89 Ib. 42'49 r•+ v 70 DESIGN BT+ RV(:C�t =�i N[)E li O 46000' 00" 393 . 00 315 - 52 166 - 82 j/gyp * .�L / AD - THE >�,~ vyA, ,��.� / KEITH ••� ��� O 194° 57 ' 00" 38 . 00 129 . 30 289 . 62 . - IV►L a�� DRAIdk BY �, sriE !I. EO 37° 05' S4" 1 00 . 00 64 . 75 33. 55 ��4�% PJA COMPANIES A CA. (O OF 32 . •`l' ) f995�(TI4L AVEdlIE,COSTA MESA CA.!2626 �{t O 23° 51 ' 06" 357 . 00 148 . 62 75 . 40 CH( CK(D BY- U/(, R.C.E. NO.42549 DRAWING NO. -•� � - CITY DATEJOB NO. 231003 �8S •' y . • F. r: Ah 5 ns c`. U• ,' r, t t C`i 4 Project Sheet •3 of 7in-PL BENCHMARK STANDARD BRASS DISK IN THE NW CORNER OF A 4'x 8• DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE CORNER OF HIGHLAND VE. AND ETIWANDA AVE., 66 FEET NO�TH OF THE 1OF HIGHLAND AND 24' EAST OF THE OF ETIWANDA ELEVATION a 1432.612 0 O n + PROPOSED 6�oy WESTERLY + r a•6�°�' 0 m ^ r, TOP OF CURB VZ + u; 1820— 0 z O N ^ �^ -1820 } M +Ri O f� 0 00 0�1 nvNN C> + X 0 � � � N 00 �o 1810 — 00 + -1810 W Pv��/822 04 v � d3 t In m t0 v 223. 84' o `) � ,Z) ZhuaDp � � 01 0.C. _ m� o � °v°o°0 -1800 1800 ' l o V-) c9N ' Q PVA s !B/0.00 , 6x 6 74. - o x c:)_ . + N /00, V C. H In Mx a .6q�"• U�' W W Z P. / = 1609.07 h q .6 g 0 t�STA. /0 x,50.00 pf~ •� V p 1` PROPOSED p�� �' ..1 -1820 1820 v �, __ r. �oo•ro _ o u Q w F.S. Nim / N j p 5 p p O r` +OGnN 0 NO tA0 + �+ O + � + p + O 0 +O 00 O ,. O 00 O00 ~ r w Q 1810- + o -1810 m 113. 0. C. >u m O J o .► p PART V/m, C. of ,+, q .6gU�' QZ � � q .6g0% &5rA. 10,'50.ao PROPOSED _ 1820- ti c,=-t 700 • EASTERLY o -1820 w TOP OF CURB N«� � �� N N — V- — tD 00 L 00 O h . 0 • Co to O to • O ► • + ti O + X0000 + 00 ' + - O 0G 1810_ -1810 j O � y • f 1800 - � I I FR q� f 10+ 00 11 +00 1 2+00 13+00 14+00 VERT = 1 "=40 15+ 00 1x6 +00 17+00 zs Pa e7 30 CONSTRUCTION NOTES 7 2� 1O T 7 7 TG T I CONSTRUCT 025` A.C• OVER 0.33' A.B. PER CITY OF (y S 1 ; 1 i RANCHO CUCAMONGA STD- DWG. 100A s O IN O O CONSTRUCT CURB AND GUTTER A2-8 PER CITY OF e3 +rqi �; n N h w N Q RANCHO CUCAMONGA STD- DWG. 104 �XS , Q 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA C,y SF S�3 ca ® Q ST D. DWG S. 101-A AND 103 + � __ O CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO --- CUCAMONGA STD. DWG. 307 9EE DETAIl,,51•tEET23 ) J►' �? 93,E 9/ NN- 3 g�WER MH 8 c.F J SEWER N 44° 30' 00"E 3 SEWER 8c.F N O7 CONSTRUCT DRIVE APPROACHPER CITY OF RANCHO 1019 oz;F --r---- --- ------ -_ - - - .__. .__�_.__-__-_--__ � _.__ ___.__ . . —____� Z_____-_ CUCAMONGA STD. DWG- IOIA "W" AS SPECIFIED PER PLAN. p T - -- -- -T---- - - _,_ __ _ _ ___ 1 39.9 h- — _ 13+00 � � 1400 1500 3 16+ 00 o� 12+p0 DW B C.F. DW I BC.c 10 •/ A INSTALL STREET LIGHT ; 5800 LUMEN HPSV BY S C.E PAID AND COORDINATED BY DEVELOPER.W �C 00 S o I 1404 /05 /00 @ C x Fo � 2F c%,40 v 41 FC s • - ROCK CREEK ROAD SCALE, 1 =40 FEET o t.��s xoo 00 •4�0 �p � 0 I 20 30 40 8c. 120 J160 0, jug 0. •,' CITY OF RANCHO CUCAMONGA tJ� PLAN AND PROFILE ROCK CREEK ROAD BETWEEN STA . 10+ 00 . 00 & 17+ 00 . 00 CURVE DATA Q�pfEssio, TRACT NO • 141 39 DEL IA RADIUS LENGTH TANGENT `�� �M I CY q�e�' APPROVED BYDATE -.�77 �' _ 44. 0000" 290 . 00 222. 70 1 1 7, 17 ��� yi CITY ENGINEER Citi+ R.C.E. NO. 24953 BO 41038 ' 22" 308 . 00 223 . 84 117 . 12 ;}r DE �i Gk BY RF COt= c ltisi it c 4uERttFofL 40° 46' 1 8" 272 . 00 1 93 . 56 1 01 • 08 41 s- •-3_ L �j �° �L � AD THE •IL OSA tIiq �S p p KEITH � - _ - DRAWN BY= "a `u`K S11-if F i CoMPAR I ES ."c i Y tL O���a PJA - t995 MLL AVMX,CMTA SSA CA.n6.7c OF V 2 00, 714)S4 B00 11 CHI CKf D BY @ � K.C.E. N0,42549 DRAVI NC NO. Tr • CITY DATE —q-1-3-10 -_ JOB N0. 231003 QQ •� q,_• S nE : �' � .. ter; � - - r' _ _ - _. - .. ,. _ . - 3�9 PROJECT SHEET'IVO.�OF 7 BENCHMARK STANDARD BRASS DISK IN THE NW CORNER OF A 4'X 8' DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE CORNER OF HIGHLAND VE. AND ETIWANDA AVE„ 66 FEET NORTH OF THE OF HIGHLAND AND 24' EAST OF THE lc OF ETIWANDA ELEVATION = 1432.612 _ - - -- -- - - _ - - - - -1850 46' VC. V)rn olrn U-> � r�Lr) N io rnti 0D o N + �N + ^ cD v J'Of p� CU.�B x°22•!o B.t; oLn cN `+�' + • rnr` 0)r` �rnti nk ►� K . o - t,-(D orri r4=-4.770/ Gz30.50% 4,640% uO.-. o rn + ao co 00 .* 1I` t1. p p \ 'r' cn� uo ti O N r_. 0 + . 0D in � 00 10D T4 a oo e � + o ori o 0o N 00 �o --1840 rnrnf + . OD v 0o i� � \ \ \ + OD Nv v 1840 -- ti v � m\ E o N 00 N �, to s.�� Q r�NAY lh- °o PA R r. 4200''QV.C. \ cv o0 co N 00 N \ x ®. - 85g*3b.Od V o7�Z /. C oo '� \ 1, D � 00 _:--- 0 L) GZ � -4.710% 0 on � � V P4RT ¢00' ✓G. �. p. /852.20 J ti�` n j C 18:50 D.C. G, =4. 040% ` �t- ti N � 1830 400 V.C. yC. �, m + f4 /. _ / 52.00 ►� PV/=/84/.58 t1y ti N PROPOSED @srA. / , 50.00 ti t FS �% ^� � v i00' V.C. V • • Gn l O N\t��) 17 N I rr Q l c� fiP. Z t 00.vd o L) o� 000��fico 0,�mo�. v �' 1850 - V) � � r`� + � + � + � + � + � % � .,NJLO if> -1850 m r11 + v Q,Doh rn OD rn 00 O r, + v f` /835.60 N A� 00 O N + 00 Gn;00 \ \ _ O C70 \O OD cD 0 �+�j ti +'v _ + pD °°.°° - ��� '_._ `„ ' N \N°o 0 OD +o v N 1n o .a V 8 S fA.zZ x75.00 L �N + Cf)1fxT N- 00 + �i N Ln ►") A V �" ,r o©� OD I - oo to f` 0 O V \ r N � 00 ^�1 � _ � ,�,Po�os�v igo11Tf,'ERZY ,�--4.7ZDy° �' N� 0D H o T h M ti N �' • �' -1840 cn 1840 - '6 4°-• 7o.0 o� CSB ��r-�sf �ifrdC� N � + Zt'094/ � mN + � � O \ NM W OC. 400 V.G. /00'V.C. N- Do � Moo LLJ 5 qqQp pD � Z ®VA /B�s2o v V @SfA./�ZZt00.00 R=-5.8&7°° °/4F-A667'l° NV cn LO � 00 N \ 00 U V lf> h M O N t��% .LO O r f�1l- O _ M V _ 0) u0i co ~`D to ur`• + Iq 'i+ v + v 0 ti N co h o ca PA�PT/f�L SO l/C. V 1850 - m Nrh m o o - N rn + v a)00 rn aGJ��rn.00 rn o0 0 0 ++ � `+ v �Li o o~o P.I. _/e3G. 00 1830 U 0G) � t`vJOIDpt CD 00 0D 00 _ h\ N N� N oOo N� �� N� o , $TA. 22•x-75.00 Ln r�ovo 00 .- N r + V � + � � D � G2= -/. D/B Q - CD r,ao\ \ N-- 00 � +o 4 40� fi'---4.720: 1840 - .6 N � tiro N � -1840 ti 1830 - PROFILE -4830 Io PROFILE } } } } ORIZ = 1 "=:40 j 17+00 18+00 ,� 19+00 �+00 21 +00 VERT : 1 "=8' 2 0 23+00 24+00 c QQ 3300 T 13 z160 39 �° � W CONSTRUCTION NOTES U M SEE SH . cz 4 z K (5 CIMARRON COURT = o o �t I 10 % Q CD zN ^CO \ O �+ J la1 �8' JZ' U -� v� v I N 3 CID _j -�W �/ �� 1 CONSTRUCT 0.28 A-C- OVER 0.33'A.B. PER CITY OF W p X O = J2 JB F- QQ O m ¢ N =W : }- �� O RANCHO CUCAMONGA STD. DWG. IOOA W �c Q , � F- ti � m C\J UV) v K � V U • u / J�1 3 CONSTRUCT CURB AND GUTTER A2-8 PER CITY OF Q Q Q 1 Y W U m g 4• F- JLC �N O RANCHO CUCAMONGA ST U. DWG. 104 . s� N \ I 1 FH ° ``\\ I �r0q .53 O4 CONSTRUCT.SIDEWALK 3PER CITY OF RANCHO CUCAMONGA w $ �� _ _ `ap -, - w I I ; 5 r�r Z STD DWGS 101 A AND 10 9 � _-. - - 24 D. - _ - v s ? \ - - - - ° " 33 � 73 O5 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO N 78 4 5' 0 0 W --� 8 c p /845.8 lB35.�10 CUCAMONGA STD. DWG. 102 g21� ao DW 8 C� 21 +OOSEWE aW 2+00 1 3 g.,�. . 23+00 a O6 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO _ CUCAMONGA STD. DWG. 307. (SEE DETAIL SHEET 23) 7 ° __ ` o \ N � - fi " `�'� I�VII� T CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO NCO CUCAMONGA STD. DWG. IOTA, "W" AS SPECIFIED PER PLAN. ��- A gxo ;► a 4 � SEE SNT• 25 CUCAMONGAINSTALL STD. DWGS.S40NAAND BPER I TY OF RANCHO O INSTALL RI STOP SIGN-, 12 WHITE STRIPE LIMIT LINE Q STOP ti 0 74 9 LEGEND PER DETAIL ON SHEET 2. 0) �p e} a0 a` I III II 10 , 1 N z i 0 INSTALL STREET LIGHT; 5800 LUMEN HPSV BY p Z d. S.C.E. ; PAID AND COORDINATED BY DEVELOPER. o t' OD _ . 30 o D�ti � �x 0 .i F- N 004 7 (V _ � zorx •r Q W x�> h P•xoo sac �T /OD 9 9 �B cWn y/ C � SCALES 1 "x40 FEET IF Iff 0 10 20 30 40 80 120 160 $ F FS CITY OF RANCHO CUCAMONGA ° // °DO PLAN AND PROFILE ROCK CREEK ROAD STA. 17+00.00 TO 19+64.36 io2 SIL VER RIDGE ROAD SILVER RIDGE ROAD STA. 19+64.36 TO 23+27.37 CURVE DATA QRoFESS/�ti TRACT fN0 0 1 41 39 U I DELTA RADIUS LENGTH TANGENT F ��� ��,� j�N,y ql� APPROVE-1) BY - DATE O 49030' 00" 290 . 00 250. 54 133 - 69 ,���� yGo CITY ENGINEER R.C.E. KD. r = - 249.5.3 IrM. 42549 r'•' DI S I GR BY, RF Curve K XDf 1) •p, F'+p� f3 07- 15' 00- 290. 00 36. 70 18. 37 �� � _ �� pCtls I t9(a(,r CC) Ex� c: 916 7p J L / A D --_�- THE " 41 ° 52' 54" 308 . 00 225. 1 4 1 1 7 . 87 ►� 1 " *•� DD 780 59' 14" 27 - 00 37 . 22 22. 25 COf1PAIVIES ♦ DRAVN BY I KEITH . ".. SfiE F 1 _ clo, EO 87021 ' 15" 2 7 - 0 0 41 . 1 6 25- 78 '�T�c 0 \�OQt� PJA ""W" ;71 a'�raA"E"o.cosTa Asa ca gists12 OF32 F 56° 45' 00" 272 . 00 269. 41 146 . 92O f Cal CH€ `,Kf l% BY= Aw.�R-C.E. N0.42549 pK/,VI KG NO. CITY DATE .OB NO. 231003 gg •t � i Ki . AN Project Sheet of BENCHMARK STANDARD BRASS DISK IN THE NW CORNER OF A 4•x 8' DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE CORNER OF HIGHLAND VE. AND ETIWANDA AVE, 66 FEET NOf TH OF THE �OF HIGHLAND AND 24' EAST OF THE OF ETIWANDA ELEVATION = 1432.612 1850 PROPOSED } WESTERLY 13 TOP OF CURS PROPOSED 1860- R � v WESTERLY 1840 ;0100 ��' `° TOP OF CURB °�0DN � � + � � + 00 B3'W ' /a R� 00 f°Ja1� �' D^ o.c. o.c Q�0 0� + N - �' �? + . N 00 �i o cv ,� M 45. GG 'I!C• (o5 G(o VC. f t N M00 �I + 00 P/. _ /BGIo-44 P/.-/B6lc.97 0D ' l� 1 �= o. a09 850- R--o.SOr/. h Pr9Rr. /Do/ �a n .35.1e5� 73/4' '`:72' ° + 3� e e' o �i MG oQp may, sCS�?o V V � � vN\ � � `Gv0 \ �' m � w /o0' v n w o Z* N n e p 01 O > N M �} 5TA. *(05 00 -1850 O ,: N. � �. 0 � ,� * 1� 1, O h 4 h ON Iw n 1840 aO � � a m, n � �. � + `� :� 7/.30 V.C. a aV � � ` Ci til N ® � 0 � N @ 'n , � © m + t �. 4 � � � � vai � v > N `� x' 00 t° " U V u O O p O a\p 1 °� P./.=/857.20 b ` , tir \✓ ) (b N +� Op \ \ \ �, I oLO 11R15 + ''r 50' vC v - O �\�? m PA,e77AL /00"1 C. a� v ��no� + V �> r) x �j __ _ D 8.21 a.43 15 Z/7/ ?/7/ /•Oro7,0/ 1/7/ - 0 +Iv <\J CID PVI 1846-92 FINISHED h f\ '� P./-/BZ(o-�o 0 N � \ o.c. O.c. D•c. D.C. D C. D.C. O.C. OC. C-'STS/OtSO.00 ,r, In + v SURFACE N �- --- ` h s0 V.C. 8�.B4 't!C. 6, =4 000% • `- a' `""`' 1 • E`��' / 4 (0 9 P./. s/B2G. 7/ N 00 v�� / 1840 1860- t; P. - � %n 0� �% �� GZ = '7 324% � f/N/SHED @ 5 rA- /o 50. 00 G,--2. 10% , G2= �SDO: c; � �\ + .gG.00 /OD 'tiC. 7; N 00 O - o IZ /g y j G, = 4.000 9: ° o auc`;1• PAiPT. /(lV Ile, ,n °' +o h _ oo r�ao IQ- P./_/B42. 5/ 0 co �n +v 0D pl/o I\ N hl �o co 0 o�c �' �° STP/ /2*IoS.OD 1850- + � N`° SLI ��° Ra'-0 PROPOSED �� , �4� v� � N� oao G2 =/693 / --1850 �� « \ v EASTERLY C; •\ o �. + N / x Q Q� C00 U 10 TOP OF CURB �K 't EX�S tsrr�d. m .� tOD YC. O.C. W U-) 0 n o ., '1!C PA.PTl9G /OD'l/L' ,n P/.-/84�.O/ 0• V? V Ci h `� ,5/ /�/ /B�G.7/ P./._/82�.60 0 + oo N o0 , �0 �_ = 12.b5 G2=T. 324 0 �°STi9 /D e-,5OD N ao 1840- . sT� /o•so.00 h N + U� 4.000% N G,- -2.370%, r"(�" a9 N 4t.T9 iD 2/.7/ 2/-7/ ,,(/ 7 V 4 G= �o.500 o R:�D- \ % ti v �I!C. O.C. O.C. O.C. D C. 0.C. O.C. 0.0 D. �� > PiPO:''DS•ED 'r ``' E�'STEiPLY w • �i , W Pl.=�8��.97 °lt u3 C. 0 N h � .u• 82 \ a�, � 0 0 TOP OFCL7iP8�!. ".'0 I` to°.' v p O 1 �• 9/.42 .gn' 3L'.83 .92.83 �y p h �y o Q►i 0 °° ` T ' ro cc C• 0.C00 . O.C. O.C. N n �� 1 5v ISJO C) - 10 7. Q N W ti 0 1 x ,.59' OM b � \ ^ R. 4.2559, R= 3.1255% i8o_ PROFILE I F 10+ 00 11 +00 1 2+ 00 13+00 14+0 VERT ,ORIZs 1 "=40 • 10+ 00 11 +00 1 2+00 13+00 14+ 00� VERT : 1 "=8' - r 7 0 � �s�. CONSTRUCTION NOTES • 33 �� 7 7 t0 .�� I o 7 M 10 1 3 0( lO CONSTRUCT 0.2!3 A.C. OVER 0.33' A.B. PER CITY OF RANCHO CUCAMONGA STD. DWG- IOOA in Lm R, I \ LOT "S" LOT "�/°' 8� .^� T �Q' ? � h ti 3 CONSTRUCT CURB AND GUTTER A2-8 PER CITY OF SEE SHT• 24 SEE SHT I I 3 3 O RANCHO CUCAMONGA STD. DWG. 104 I I �' % '� 3 N �; Q ^ .hy p o� 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA kh tr� � e * . SEE SHT. 5 I 3 O '� •\Z 1 �' "� 3 h °' a MAC C. h h STD. DWGS• 101-A AND 103 _ 50k Q �, 3 o� 4B W _ 42 t\ - I) to O6 CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO N 5 �G• -- ° ' # Q Q� of I N 2 �_ CUCAMONGA STD- DWG- 307• (SEE DETAIL SHEET 23) CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO L n4 "`` 8• �- -53 B F� ° °° `� CUCAMONGA STD• DWG- IOIA- _ "W" AS SPECIFIED PER PLAN. B,. \ N 37 00' 00"E EWER'S q5 FL. 1 2+0 0 1 3{0� ° _ - _ _ . _ __ __ O INSTALL STREET LIGHT, 5800 LUMEN HPSV BY I � ca 5,3 - 0 � _ ��� .04.E 5Ef✓ER H 8Z � � 9 S.C.E. PAID AND COORDINATED BY DEVELOPER. 'P� ►► - �N 0 �.F - �� e �� ° . 5 _ F.s. nN sE,,,JER� -- - 8 �.� 8„�.F 3 0° 00 22"E �,sE SEWER 8 �� ►+.N. ,� \ C �C773(p f + - j : } :T. , T .� J1/N N _ to J827.271r t + + 1�_ + 0 �" _ II INSTALL R26F REGULATORY SIGN PER CITY OF (0 ,E_. O L� __ - 1 0+ 00 0 I 1 2 00 ' �C O4.f 0 0 o. x•42 DW _ _ -- - cv Q RANCHO CUCAMONGA STD. DrVG. 133 8401-8 AND DIET,(SEE SHT. 2) r . •` � - mss-s•� < �- 2 , ° ° _ _ _ • � � -• - Q �Fj, Q moo; 02_ e f G,3 �• - .� INS - G NS MANUAL. /Q/ F � � O t P oc _. c�•�-' � ,,t r� _ . •. , I 12 TALL W 'S3 SIGN PER CALTRA TRAFFIC M NU t= d 14 CONSTRUCT UNDER SIDEWALK DRAIN PER CITY OF o 5 C � .3 c, •c � Q G �` FN L��� �• N RANCHO CUCAMONGA STD. DWG. 107B AQ/°J✓ �0 I = P�G� G v ti 35 0•c 32'o.C. ,i Z � = (I 18 CONSTRUCT 6 P.C.C. ACCESS ROAD PER DETAIL 0/Z I a � �P W g MATCH LINE STA. 12+88.50 8.C.R. e',. 4 h) l9 I , V - Q\ti (I 0 ,SQ Jvr �rro2 9Z 'Oo ao I 3 N .3 N ro titi SEE SHT. 5 Z II ' ti SCALE, 1 "=40 FEET ,p �4 552 I N 3 QQ ♦ �� 1 zz Scat E= t' - 40' 0 1 u 20 3u 40 8G 120 160 � ✓ 7 ' S��� -_ 54 � 99 37 •3� ✓3 S 2 of CITY OF RANCHO CUCAMONGA CIMARRON COURT •STAGE'COACH COURT PLAN AND PRO[ ILL CIMARRON COURT a STAGECOACH COURT - BETWEEN TA. 10+00. 00 i 13+80. 60 STA. 10+00. 00 & 13+33. 50 : oQ�°F S/ TA. TRACT NO . 14139 CURVE DATA CURVE DATA ��� ���.� 1CHNA. * DELTA RADIUS LENGTH TANGENT DE.LIA RADIUS LENG_H 1 TANGENT � 3� �r x APPROVLD BY /�, - DATE 33000'00" 167,03 85.90 G 1 5° 00' 04 " 1 1 2 . 00 29 . 32 1 4 . 75 W No. 4 49 CITY ENGINEER �l.H_ �� R.C.E. NO. 24953 290.00 Ex - O 1 5° 42' 39" 535 . 34 146 - 79 73 . 86 © 210' 00' 08' 38. 00 139 - 28 1 41 , 81 DfSICK Br= RI cr�F € N[�r �� O 29036' 20" 308 . 00 153 . 1 5 81 - 39 JL / ADS THE ° " 0 1 98 00 02 38 . 00 1 31 - 32 239. 92 q I R�\ URf.4'k ° _ COMPANIES Stitt O rf of ca�<<o --- - - O 18 00 02 100. 00 31 . 42 15 . 84 - a _ PJA o � " � lf9D AVpMIS<,COS7p MRSA CA tlA4A OF 3 14 6•!0- 00 0 28023' 45 " 272 . 00 134 - 80 68 - 82 CHI CKI1) BY= �k.C.E. NO-42549 ORAVINC NO. CITY DATE JOB NO. 231003 Q •P4�• "�"� �' ? Ary b Project Sheet--3 7 of-7c;L- ---------- ------ f _ 3bT' vd 3 BENCH MARK NO. 148-B } ; t STANDARD BRASS DISK IN THE NW CORNER OF A i - - { ' CULVER OA THE NEIN OF DRAINAGE GHUND AVE. AND ETWANDA E., 66 FEET NORTH OF THE CA- OF ° HIGHLAND AND 24 EAST OF THE /L OF ETWANDA CX - - : 37 c.EVAnoN � , 010 E 1432.612 A! 0 Tit )111 rq 41 ._ : r rn .y. ..,µ .3 1 arni•�"!" 4�: INI& GRAD � r � i f < , EX S$'IRG i r f i r ; ' 1 FutuRE 1M0ovsMENT� v (( N ON ,f R Nf RMATl ; a ,N W II Cr r t f o + d+ r r ♦ I di t OWN=" _..... 40 r now !I>fiI • , f i 1 • < ..,.-...-.....,,..,.,,..., .,.e-..,,.,,,. ...,,..,-.,,...,,,.,,..:.,,._,_... -. ...... o .. ..,... <.,.,...,._.,.........-.,-....,.. ,,..,..,-.,.,,.......,,.. ...,...,. ,mow-.,_..,.,. ......-....,.,,.,,,.,....-..-,.,.,.. ..,...v- ,,,,.,,,,a_.,,. ,....w.,....,,.....-.,... f i I < , , < > , • ; < , I � S CA�E� 0dRIZ 1`' 4 ' 0 1 2 3 4 5 6 7 8 9 CONSTRUCTION • OTES N CONSTRUCT 0.33A.C, OVER 0,33' A.B. PER CITY OF RANCHO CUCAMONGA STD, DWG, IOOA ! Dell Ilff s I r / banvisusiN Mr�r of ; O3 CONSTRUCT CURB AND GUTTER A2-8 PER CITY ACCESS aw PER tr OF RANCHO CUCAMONGA STD, DWG. 104 t (interim) VAS I N Ti ASS. �, I I ►� DRAINAGE SWALE PER 24 fh• 28 CONSTRUCT DRIVE APPROACH PER CrTY OF o ; v► k q %e �. RANCHO CUCAMONGA STD, DWG.101-C,'W'AS SPECIFIED % PER PROPERTY � � I 1 � �+ STREET STORM DRAIN PLANS � • R PLAN. � ADDL DEDICATION • SEE SHEET 10 OF 13. �., �, , a _,._._ - ( I _ �► z � � y tfi�[ -_ � 13INSTALL BARRICADE PER CITY OF RANCHO CUCAMONGA STD. DWG. 131A , AND TEMP. PAVEMENT PER STD, CT132E DWG. / f \ " 7��4/ R=a' 21 INSTALL 2"x4" REDWOOD HEADER, t - t O 4 �'J • � ROP. STO!!M *1! 74o.AAo ti --- 2XIST� 'C L — 2 . 3 4 / - S f _ tVTOR)E 1t�DI • — = Wr -7- i - - In RTTt�RI CORD M i V o v N DESCRIPTION OF REVISION DATE A PPR. • W 1 MrVD �/W q 28 �. _ _ _ CITY OF RANCHO CUCAMONGA Plan and Profile for 24th Street . 24th Street aoF Ess, Tract 14139 Of 1te'Improvements • Q �N (interim) . Note. �c� 14W q� .``� �G' 1"= 40' 40 0 40 so APPROVED BY DATES The 603 overhead utilities (electrical) on the opposite side of unimproved 24th G scale feet CITY ENGINEER - R.C.E. 24953 S~shalrbe underground from the first pole on the east side of Etiwanda Avenue to U�, No. 42589 (o 1171-1 9w first pole off-site west of the projects west boundary. ac DESIGN RECOMMENDED Cr- Exp THE A.D. e 14 DRAWN COMPANIES O1119 SHEET CJV+%- 2"5 Rcd Hill A—T Coca Mm CA 9761*4 ?N6A" • 'lEOF CAt�� e.c. 14 OF 32 CHECKED R.C.E. NO. 42549 DRAWING NO. CITY DATE iz-U-470 JOB NO. 231003 Igoe - Project Sheet Jb of AA 100 ' VC PVI-19 .03 b ; Joe , c ?001, VC BENCH MARK NO. 148-8 L1 PVI-17 .77 PVI 6.7? ± 1 ST NW STANDARD BRASS DISK IN THE CORNER OF A o Cin GE # ` ' FOOT DROP-IN-BOX FOR DRAINAGE r4o VERT AT THE NE CORNER OF HIGHLAND AVE. a a c .� , * c OF HIAND GHLAND AND 2ANDA 4 EAST OFT06 FEET HENORTH OF OF .` # + a' as '� o ►o ' �• o Q ETNVANDA. in in am O C t 1 - -� 0­4 -� .. .� N + o o : ELEVATION = 1432.612 .� ry rtib .+ : i + C r N -1.26t �*' -Q 5o j O>t en in r oo V> 1 + e tI R I TT49 iGRt�117 ! TG: LWT F N ; 47 t•+ rr \ CRADE ZC 47 p I t 0.4 -�-.� : �.r;•,,,. � PVI-:L7 .$2 , • < , � , t 2 VC '�. r c �90 1 i 4 PV 16.5'2 t 0 00 -;10t Q dab 0 in • 0 i Qi > • , f 6� bw o + :V r c1 c.� b+DO.51 10 ti9' b �,, a4 _ a o i ,� . 4 -1 4D Co tiB T I _ �, r _ will ~ V` + ' + o Q 16+06.51 00.6+1 6+ 7.51 109 '20 :M : f —4 in+ . � t : + , 5 FYNZS D H 6RApSf715 FS- t W.m.. , 1 �- ` _ `y '�• 1 � X I S TI G GBCOt7RD t _ � z r g , N IF . f { CIL ' ._ � ► sur•. �+ 001 , , [4[ t fff e s i , a { < < < 1 {F 1 i • I a ' , 3 - _ , , .. ....ww......- ... ....e... ................,... ......... ........•...........,,.,. .,.,.a....-.....` .,e n .c.... ,w........,.w......e .........ro. ,,... w.,._.. re ....., ............. .... .... a.......,.,-.. .....,..... ... .... ...,•w—. .......w--.. .,.w•..-•-. EEE ttt I F -. a t t [[ I II s # _ ! '1 }RIZ w t 8 9 10 11 12 13 14 15 16 17 18 DRAINAGE SWALE PER 24th, STREET STORM CONSTRUCTION NOTES DRAIN PLANS SEE SHEET 9 OF 13. 6 t� o / � O CONSTRUCT 0,33 A.C, OVER 0.33' A.B. PER CITY OF Jrg� c� RANCHO CUCAMONGA STD.DWG.IOOA C I CONSTRUCT CURB AND G ►. 0 4 UTTER A2-8PER CITY to �4 1 -�� z O� RANCHO CUCAMONGA STD. DWG. 104. OF t4 t4 ��,wn eF t¢ 14 t4 � � t4 > _ ,�'� � CONST i l O CONSTRUCT LOCAL DEPRESSION ON PER CITY OF RANCHO H LA'1"D� w. _ O CUCAMONGA STD. DWG, 3079 k. (ham Q6T/F/L raNT• Z�j ALL STREET 1 ® NAME SIGN PER CITY OF RANCHO c M M 1d CUCAMONGA STD. DWGS. 401A AND 8. M \ ` INSTALL STREET UGHIT; 5800 LUMEN HPSV 19Y S•C.E•, + w h Lot B I �' 1� 1s ♦ 13 12 M M 11 10+6 s BCR 12 PAID AND COORDINATED BY DEVELOPER. + ' 23CFCD FEE i.RN?D -- - I ( INSTALL W-53 SIGN PER CALTRANS TRAFFIC MANUAL. ' ... a — lt7Z'URE 3IDL►IT�;tC 6 •-- t T DED i - INSTAL BARRICADE PER CITY OF RANCHO CUCAMONGA .00' 0 .00' ../ 0' l:l 70 .00 ' a .08• 1 .03' 12 26. 13 STD, G. 131A• AND TEMP. PAVEMENT PER STD. DWG. 132 w FUTURE sID1R1bt -JC _ -� It=600' 1000' R=60� � r — — —� R=1000' J:I - - R= 000 14 CONSTRUCT UNDER-SIDEWALK DRAIN PER CITY OF RANCHO O - - - — _ CUCAMONGA STD. DWG. 1078 Tyr Z - - 2"x4" REDWOOD HEADER. --�- -- ------- _------- --- --- - ._ - -rte. lR �SIN -- - -- -- -�- - --..R'. ---- -_ -- - .-�-------- �,.- - - - - - --- - --- -- -�-- -y---�-- (CONSTRUCT TUBULAR STEEL GATE (W_I6' . SEE SHEET 18 s 3 Z ... : - `J •� - 22 22 FOR DETAIL. ) - 10 WIR!"A' 11 —— sXIBTz�-C/L �� �rt� 16 — 3— �R^� —_—— — -- ——— --�— 23 INSTALL REVERSE TURN SIGN W-2. -- -- — -- �* — _i —- - - — •� -Cn T 21 �— '�"' 24 INSTALL ADVISORY SPEED PLATE 2-6 ( 25 ). m 6 11 ULAW Zi 9'� r4 � o - •-- — r-- r------- -- r----- —r-- -- — ---- ., - QIST. 16 M�ITSR • �"' t �' °� o QIaT• « l w 10 101TRR-�" � � o p -- -..' II . o �o O utu Q --- _- ---- —� ---- ---------------------- + CCtdD K11 >rE8 N 24t �- __-------- - ----- --------------------- ___ .. •'/ 24 ... ' CITY DESCRIPTION OF REVISION DATE AppR ive �.► • .. g --- -- �o , - -• U � — N — CITY OF RANCHO CUCAMONGA I NWD R/W m ' Note: q � w -' -' - -- - - - = - ------- Plan and Profile Sidewalk layout is conceptual on Approval of the final sidewalk layout shall be — � P H for s approved b t0 made in Ohe field and adjusted as necessaryto meet field conditions a pp y � the Public Works Inspector and Project Planner prior to final construction. P � i 24th Street R (interim) S f E S/ Note: RO p _ ti Tract /4/39 Oft�tta Im rowtnll�nt� o q� The existing overhead utilities I g (s ectncal) on the opposite tide of unimproved 24th APPROVED BY � _ DATE Street shall be underground from the first pole on the east side of Etiwanda Avenue to 3 G Z ,. 40 0 40 a0 the first pole off-site west of the project's west boundary. i / w N& 42US m 1 4 CITY ENGINEER2R.C.E. 24953 i CC Ex scale fejt DESIGN RECOMMENDED A.D. IEE V. /i `f'/ CIV1�► �� DRAWN w COMPANIES SHEET N"Red Hill A—L Cdu M—CA WA26(714)S*U M 'lf of C A��� B.C. 15 of 32 CHECKED R.C.E. NO 42� DRAWING NO. ♦� CITY DATE JOB NO. 231003 Project Sheet 3 1:? of % - DRAWING No - . CONTROL NO. C31 30V 311 , 4k OVERLAY NO. 001 jor 111 .vcu0.1, ;'t� Br _ Uirl _ -- Ir - Call 8r _Dif S )FWA: ri S I DEWALK S I UEWALK S I DEWAI.K CURB RETURN CURB RETURN IO ' VC :.=54 98 ' L= 54 98 ' PVI=0-/ . B4 ` VC 20 ' VC PV VC PVI-01 . 17 4PVI- 99 . 55 PVI-98 - 85 RE' 'c'1SE' C)2tt@ I-, : DFw;,:.r 90 YARY CURS FRCE j w U of rn v rA r r' ( a s F V I = 6 . . i''. . ', . t �,. f W I } `�.,f V('. h 5 ::�i"+ ;..•rt 281)F C:,K }� a s o �, > 0 tr r. y ^ u '�o tlIEAA I f1TA I N 0 . �1 z " ar o o V °' ,M ��, �• y � • - I r, 'J 1 � j BENCHMARK NO. 146-8 .-,a f^f o � � 2001 VC PVI-1704 . 77 g +I - pv- =v t;9 P�' I: 4� PVI=02 K2 oQ' C PY J70b.2l7 7- G 90 FL GRADE I , y{ o o �F. r .f o � -... ., "'�' i` � �� " r~ STANDARD BRASS DISK IN THE NW CORNER OF A .f;v+ H - .." �' i 9- /7 - 4 C V rMi a; ♦ �► 4i� H O EL C !• �� -": 1 I °� 4 CULVERTTHE NElCORNER OF DRAINAGE H GHI�►ND AVE H . '" 1 :, y °' ti AND ETWANDA AVE . 66 FEET NORTH OF THE CIL - I 01 ' °D o' ! T I r "i 1 '^ o OF HIGHLAND AND 24EAST OF THE C/L OF ILI r _ U ETIWANDA wI Q7 p n c o a r�i " o 3 3 �. 3: � r r o o F4 o . ,-21004' -2. 60 > f 3 t, o 0 0 f o > �. >; ELEVATION 1432.612 Cq o y� > M o� Q, :s o - o fn v , -�•_ =h ::.,�. . 7� m� ao , � •� o0 01 � � E : 'U o � � •-• �- � .y h L: � �., ry fV � � 'N pOA 200 VCS F ' / r ' �! a{�1 ;0 y �, o o �n 'r cZ� rf • p a .t a�: o rn o � "� + ^f 7VI=1690 . 98` t -!?.5911 r S o '^ .1 a: �g - ----- ___ 0cc - ... __. _ _ .. - - -1700-To LF �. _ »�+►.� a cc) b +_ A..K� t d _ C N 44 C fr o► -__-----� .4 F p I - - -1 . 0p e � 9ti a _, 200' VC PVY = 1 0 DE ! 3,�, --- ; o u o ZOo' Vc Pv`I=#705 . 25 _ _ . _ - _ - _ 5 1 a .,) i e1kL� i A L� �01, `T Ps O � � _ a0 � Ei .► . > --- -_.. ----_- .� F I:�.s u ASE @ 7'r 0. I 0 ; • � r70C�cz. pEPRF!`s Iert ry- a, 13, 0 0 O -\ ` L S B 10 '� t6+70.14 -46.2 9 L 01f TO o , u -'`- � oo ao _ oo EXISTING GROUND ! 7URA LT �- ' -- ,. c �� * o-► � ` *�. ;6+*/6 .'14 '95:56' 0 0 _ i L__ �- - 27+10.74 •�7 tD ` o 0 0 _ d �. 7 i L 47+04. 14 94 ,104 FL 4.f -► -„� o, O on � o �` > �' v+ O c 1 p; 'r POR 200' VC , .. 10 a1 0 0 �, o 0 _.... 6) -- IAV I.16 91 .6 5 > 7VJ 7 _. .. ._ _ �" _ ,; EkfSfiYNG GRaUND ® C/L ,�+ FIlfIS1! GRAIYt ! MEDIAN ^' o x '1.00i N r,` o � t� 200 ' vC PVI=1904 . 77 j 200' VC FV = ' 7 0 . 7 ` o -4 U -0.501 IDENTICAL P011fts • u ` SQ ©v 11-4 * E ao -4. 36% 1 C. O , fM F -4 i�F. I o to O v !!` >' ' 0Q► .� 110 0 0 o to Ir � U r in o ` POR 260' VC -- . . ; o 0 0 to ;� : n tvi*1690.$8 o + o oo o ,O x µ o i s . t ? wCh CX O fV 44 -f?t)6 rc-:-fw ON � s a , �, r i FINISH GRADE ! 'IIC *IGRT o I , ao « v► C i I CAL PO`I7i't'S + �` r, .� oD Ea � N er► U U '0 501 `\ 3 F ` 4 .-17% �'AL : \ I �� HORN 1 = 40 , 16 17 t0 14 X18 9 20 21 22(Future) 23 DRAINAGE SWALE PER 24 th. STREET STORM 25 26 27 10 See Sheet No. 19 (Future) 1�w ' _ 14 ��Q�a� CJo n o O DRAIN PLA SHEETS 7 8 8 OF 13. 14 V a Etiwanda Avenue Cervantes Place a ti t4 10 14 t4 14 1 �N '' I'� a� Ce es a e ><ti o� �' to 14 to 4 _ - - IMA i3 ,� ti♦ • t4 1� Id i �' • T 26 26 124 Z3 VIP ~ + 1 33 31 30 29 28 �, 2 h „ a _ ti : M ti _� a 16+85 .75 HCR 10+63 .08 BCR � l0 � � � w � � ... h "kt . . N ^c 7 0.00' - 0. - 70.00' 79 00' 7S.00' 5.00' 7S. 15.00' --'125.1:' 8 I` In It=10@11' 00' d:l f 4 R=1000 -AD QRI�TCIi 'ION S$CFCU 1B R=600 ' 3:i R=1000' 1 , R=1000 3�� - - - - - R=600 4 X 00' 1=1000' - - - .. ___ `- �• -_�-�-.--. �►, O oej,- _ j�-: _ PROP STORM DRAIN 'L _ • • r - ----•_ ._ - - _-- -. mss- --rte- --- --- - - �- - -- - - - - � -- -- �i -- - 'y - - - - - - - -- - ' -- -- - - -- - - - 94 30 TC - - - - *- A 2 p+,2.7,S SE6 iw L ioyirFP *&FsS E+11�� ,(��� _. -. - - .o #ea,# s,oE N $DCFCD FIFE LAWD,22 22 -- -- _ s _it �A _ u i LIZ if F•v0 JAVY 7 DA�CEss CURB ASO -S/O( - - ----------- ` _ 15 s 6� r.dco W ------- --- -- -_ ......_. r► - r / ��r-�.r-- --�.�--����r-�.�r .iaC�.`+�..�W+.`r-r r���...r+/�.��.s�s.�s�� - �� _ _ 8 Y ► r r �. PP o N ,` // 167(ISTING 16" M]►T1<R 'OP� �. 1 ��� aw o���, `'� �'`� r n0 o�T OQQQf�$S/O�q! JA -- -- -- - - - _ -- ---- - - _ ___ _ 1 - - - - - - - -0 - u -- -- - - - - - -�-- - - 7G" MWO----- --- - ----- -- 3:( - - --- -- -- -- - -- - 1 -�- --^��-s - .... �---- �� +� �J -F1 -_,,� 10 --- o� N0. 42549 f..� r- '1 H =12+65 .99 ESTATES MY 1 / '� f� w V4 A pll v v N scR 1 an in in s� CIV1�- �Q 1e N - f off' CA 10 r _ - i 10 - 10 _ _ ��r.�..f..rr r�/�.�t i r�� r ter. r r � � ��` ��� r �� ��rI�r r r �� r�i r��aw 1� - -: c o + DESCRIPTION OF REVISION DATE AppR fn fill 0 r- O w, r � � o - o , �� o o "o Estates way ;o CITY OF RANCHO CUCAMONGA N -� QCT NO. 1055 24 TH. STREET 7MC OO �� �� (Future) ONSTRUCTION NOTES. fF�re) (Future) O CONSTRUCT 0.33 A.C. OVER 0.33' A.B. PER CITY 2 OF RANCHO CUCAMONGA STD. DWG. IOOA Plan and Profile rJ CONSTRUCT CUR8 AI-8 ONLY PER CITY OF RANCHO CONSTRUCT O OF RANCHO CUCAMONGA STD, DGUTTER WG 04 2-0 PER CITY for Curve Data: O CUCAMONGA STD, DWG, 104 NO. RADIUS DELTA LENGTH T;,NGENT ® CUCAMONGA SIDEWALK DWGS,PER CITY OF RANCHO 24th Street 40 0 40 so Ig CONSTRUCT LIMITED ACCESS CURB PER CITY OF O CONSTRUCT ACCESS RAMP PER CITY OF RANCHO Tract 14139 Offsite tm2rovemgMg 1,s= 401 _ _ A 35 . 00 ' 90'00 ' 00" 54 . 98 ' 35 .00 ' .. ____ RANCHO CUCAMONGA STD, DWG, 105-C CUCAMONGA STD. DWG. 0 scale feet CONSTRUCT LOCAL DEPRESSION PER CITY OF APPROVED BY DATE z O NOTE RANCHO CUCAMONGA STD. DWG. 307 (�osiAi�5tf7- 23) CITY ENGINEER R.C.E. 24953 5EF SIGNING AND STRIPING PLANS FOR E77WANDA AVE. INSTALL STREET NAME SIGN PER CITY OF RANCHO DESIGN - THE RECOMMENDED AND 24 /h STREET FOR SIGNING AND STRIPING DETAIL S. 8 CUCAMONGA STD, DWGS, 401A AND B. Note: Note: 10 A.D. ® I KEITH D. r�vEp4pcA taF INSTALL STREET UGHT; 5800 LUMEN HPSV BY COMPANIES 04A` % m S.C.E., PAID AND COORDINATED BY DEVELOPER. DRAWN 2995 Red HO Avenue.Cmu M-CA MN(71,)540. m SHEET 13 INSTALL BARRICADE PER CITY OF RANCHO CUCAMONGA B.C. The existing overhead utilities (electrical) on the opposite side of unimproved 24th Sidewalk layout is conceptual only. Approval of the final sidewalk layout shall be � , , % 16 OF 3 2 Street shall be underground from the first pole on the east side of Etiwanda Avenue to made in the field and adjusted as necessary to meet field conditions as approved by STD. DWG.131A . AND TEMP. PAVEMENT PER STD. DWG. 132 the first pole off-site west of the project's west boundary. the Public Works Inspector and Project Planner prior to final construction. 14 CONSTRUCT JNDER-SIDEWALK DRAIN PER CITY OF CHECKED / _ s R.C.E. NO. 42549 DRAWING NO. RANCHO CUCAMONGA STD. DWG. 1078 CITYJOB NO. 231003 DATE � %' ? 4 41 $ 8 Project Sheet . of /I:;;L - DRAWING NO. Z ?- 1� +, CONTROL NO *VS 307 fL0 ` OVERLAY NO. 64*6 1p7 307.0 + I - MC\' - ... DID N;)•1; I\;.{• B ;,a.t • - part t+ 041E S:LFWA: K PVI =79 . 77 Release Date z �` ,. •r W A: � - - � z wA�K BENCH MARK NO. 148-0 _ S I De Z ��" �Fi 244' VC PVI=91 17 rV -F� :. 1 'i1 ��c - PC+ 20' ;YC -7 7 9 0 �' Pv ; -g: ; , t i v f P STANDARD BRASS DISK IN THE NW CORNER OF A a � �� -, 4' BY 8' FOOT DROP-IN-BOX FOR DRAINAGE 9 - I7 -go � a ? .. t N a N � � - , v ." CULVERT AT THE NE CORNER OF HIGHLAND AVE. AND ETNVANDA AVE., 66 FEET NORTH OF THE C/L O J 4 ptoga n. z' T _ OF HIGHLAND AND 24' EAST OF THE C/L OF a o ry q .� _ ,� a, )� f' r 3 E. NY a rt I { ETANDA. / —7/.S — 9 D H�t♦- . j .i 1 , o m �D �, �, * i i m, - i > ( ELEVATION = f 432.612 11 i 3 9� I 4-x . 27 ' 0 a o 7 -' r , "� FS S"YF;lA:.K -' c., . ` o 7D a ?. e D(I STI G OROURD CURB LT 1 .62i ac O a% 3 t / OD CO N N .��L PJIN 4M b i °D MET •'t_•f�tt DEK 2 U z r. > j ►. R. 200' VC PVI.91 . 65 RA`Jt P C y• Q. r. o Azi p : 1 r 1LPF`I Y .• "� 0 1 1 1 pG 3 } i N F ''' avn r o o ' .F.HI.Sf! ;R,gJ6 SXI D ! CURH LT M.m 00 V f L 1 -4.17 G + 01�. o �, tan 0 w 1 _ F• + • H t rN Q _ o _ EXISTING (;ROUND ! C/L jai 01 z IDE NT:I-AL PO I N. •� b) l f 0 Z �t 39.9VG PVI-42 . i7 ' \ •Z•23t i i .3.♦ w t - EXISTING GROUNi: @ C/L , , AM e4 4EPt e r-, o > i . N 0' O O � to N O I � O P F N o IDENTICAL POINT + m -4 790 TC RT 0z 2 31 EXIS'TIRG' 4ROOND Q C!'ft'1 R . _ • ' _ -- —'- _ SCALE: HORIZI! 1" 44' ERT. 4 29 30 31 32 33 34 35 27 28 � J_. 11 2 ,1 ' " o --StSPE _- � 1 CONSTRUCTION NOTES RII fT s 17 , BRUSH fj � � - r SLOPE - � PR4F�OSEf1-�ITERIM 16 90 CONSTRUCT 0,33 A.C. OVER 0.33'A.B. PER CIY OF a andaAvenue u" i` % —_' - 1 / t4 1/ '� _/ 14 - %" O CUCAMONGA STD. DWG. IOOA i Q 3O CONSTRUCT CURS AND GUTTER A2-8 • PER CITY W , SEE,SHT• NO:, 19 �� 10 ��� �a ��� `- �p `�`1 10 32 2' ' 14 °Q S 1 " = - %I _ �_.. OF RANCHO CUCAMONGA STD. . 104 �+ ! DW G O4 CONSTRUCT SIDEWALK PER CITY OF RANCHO j - �► J� `r o o � i Cody M i �. ;' 0 CUCAMONGA STD. DWGS. 114 i � '~ j 5 $ + % ,='^ R ^� Q h� ";;1 11 2\r + 5o CONSTRUCT ACCESS PER CITY OF RANCHO CUCAMONGA STD DWG 02 16+85 . 75 BCR I n EN. -x687. ! i 71 0- .00' — so _ SSE - 1 i 0' 4 }@ff0 J R= DEi1I CI►T I ON EjBC F Is LJIXD 3:t E7, 3` R=600'Q 10 INSTALL STREET LIGHT; 5800 LUMEN HPSV BY / _ S.C.E. , PAID AND COORDINATED BY DEVELOPER. TYP ti RF1 '- CID O 33 - � IN PER CITY s __ _. __ _ _- _:: _ __ y- 3 _.._ _- - tc OFONRANCHO CUCAMONGA STDK DWG. F078-.$ACIr D FE6 I1N1) ---- :_ _... ..._. 2 -- �. �►- _ _._ _ _ -_ _ _............... .. RB AI-8 ONLY PER CITY OF RANCHO mow{ o .Aw,. ._ -. .w-._ -ate i-ww ,.R - - v -'r+ilw _.' arrs.-.- ar ,.. - .'i- ata'. ..i: � - ► __ . - __ 't - _.. �" _ .... �, - 34 CUCAMONGA-- -- 29 ----_ --90_ 0 STD. DW 10 _._, � �3. ,- �x:s•: .. iL �� �; 850.0 3� _. _ - , 33 _ _ :�:: G• NG G 4 — Z to • ::. Jnr :._ _._. _- — .. _ __ _...._ _ W —"--— — F m c N - jR �� j\ + !690.4 15 DIRT x1686.5 - — _ ,� :. -� _ .:., (�� x 16 ><X 6 8 4.6 x i 6Fi O Z O 15 0 �4 ,�u _ --_--._ . t _ _. __ __ 17 CONSTRUCT 5- FOOT WIDE RTH SWALE Z � �a7�--yvY-v- -Y =tea. �� _ �.-v 'a�r�f. ,. •�,-.r ,. y - � - _ ._ C , J -.. —.}y �.:ac act.G Y. :-._.-' 8 v ,�Y�,;, ———————— �: �.:._' �'-- — ' --r-— =—--— DETAIL. , � _ ___1XIS sT 16" f•— h c BROW DITCH fR 2 _ °,3 2 I'� - ._�- ;-- _ .-. _ - Z ' �s C 13 INSTALL BARRICADE PER CITY 0 ANCHO CUCAMONGA - STD DWG 131A AND TE PAVEMENT PER STD DWG 132 _- LIJ _ _ N _ _ _- V G _ — — _ - --- - - — — - -- - -� — - - LIJ ' A�O �� ��= =-- �— �� --1,��.,�,-.�rb. -�- :�••►.'..�_ —a•���i'+..�- /._1., n�_'�.". —1 y- .r-.�.ti.- 4..,l . ^_..' .'.... —— --— ...•—— � V/ _ 1 -F_��- -. `. - --mac _ _ ,�.ti.. . ; _'. -,-ti:. Q A `. _ ..-.^K." .. .> �.,Y�--/- ..."., -� r -.,, ;„T - ..� ~'.. .-- v- ..- Fi p . .-Y-4- Y'� .... -"'•-%-\._� - - ...:` . . _ --'.-,_i _ O Z W _ VY�v Y• 8 �r x .. .o g 5 - —.-- — * r -� -� , -� CITY l_' yDESCRIPTION OF REVISION DATE APPR. W _ yy :.1 ✓ �il./\. �►• '\Jll/ / - —..... _ _ l .ice_... i cn 8 .6, ,. �. _ __ _� - - 1677.5 _ _ . ' 6. x �: - — -- CITY OF RANCHO CUCAMONGA ........ ... •x 1 Y ry / IRT 1682.3 0 1678.6 x ;— ' 10 DIRT 4 l H ......-..' v•_...�,"Y v'1 "'�/�-V-�'V'l I .^ ' .Y..r"`._.aCl� ......-.-i-rC.� ,y- `-..._ /�'t^Y. ...`...r. ,_�'.,r.v-. , :av'-'.'v- t'`. �O S' • v--.�-�._ �.� ,-- -�.'..' r ./' -� j� ...... 'J - n and � - - 1 a Profile �..h .• for Lnin h � h rt f- N F oQROFEsso�q� 24th Street a N 24 th STREET 1�4�\��`M 1UN,y� �'s TRACT 14139 ' , No. 42549 ` °C Ex 7° APPROVED BY DATE J�= CURVE DATA �► CITY ENGINEER R.C.E. 24953 U DELTA RADIUS LENGTH TANGENT .� �► EJ� Cf V11. � DESIGN .a-t t;:•. RECOMMENDED OA 90. 00' 00" 35. 00 54. 98 35. 00 if OF CA����R AD KEITH b. C%uE�'► Fe COMPANIES D4A 1�l� 9 DRAWN _ 2995 Red Hill Avenue,Costa Mesa CA 9U26(714)540,MM SHEET -. ' 40 0 40 e0 B.C. • - 7 of 1"= 40' :cele feet CHECKED R.C.E. NO. 42 549 DRAWING NO. CITY DATE JOB NO. 231003 - _ . Project Sheet of _ DRAWING NO. CONTROL NO. 61rti So13 3Z1 VC - OVERLAY NO. i61�11 '3ob�Ll Mot .. ... .LNp�Ei; _ ! Dort _ Et. _-. D.tl EIS D4Tf VC - I'V: - 4 . 10 Release Date 't 9JR R ;kN $1DEWAI.K i t- -!,4 . 04 ' t� 1" '2 0 f vc j j �v� �, . �� � E, � ; BENCH MARK NO. 146-8 ' yo � � � gvTs7S.95 v N �f � FUTURE I RpVEMEM"S BY OTHERS STANDARD BRASS DISK IN THE NW CORNER OF A 9 7 1 D t •► t L E E 4' SY 8' FOOT DROP-IN-BOX FOR DRAINAGE �; :. rCULVERT AT THE NE CORNER OF HIGHLAND AVE. > .« + i { _ .._ 00vC 11 - ; ORTH OF THE C/L _ _- AN ETNVANDA AVE ,AVE 66 FEET OF HIGHLAND AND 24' EAST OF THE Cil OF L �xIST G :GNz4uxp !t• CL#t� J.�', � � �' � '� � �� '' N w P ._.,; . 8 �I _ i•�©� ��c t � ETIWANDA � - Is a .. ~ ( aor �► t •s t� v � M - � PVi - . . 4E i1 3 o H L ` , a N a 1432.612 - - � .9 0 4 .64• r; �►m u r � 3 _ ;� � EXISTING G ELEYAT/ON s / ,yy / F UND � CB LT 1 Nf h W O I p O , t `y ' I ' tit t'� '^ '° t°d > to ! 1 1/2' X 1 7/2` BUIJIR $`TEh`L 9 G'UAG`E ` r y m ci ___ .... ._..,. 2 °D PICKETS 3....I 2-'-II ._ (TYPICAL)__.-..--.._ w� 2 VC ISN r -. .o; �.o r�f p - ♦ T FVYs77 . 56 hC? 4, �P ltiBTINC �R4t1td8 P C I• S &TF WAT,iG �.a v i '�3 TC LgG�.1 �' 6?� 0 , A p :� ' " �, r I g,_0" g._0" I g�. c 35+69.00 ?3 . 9 3 Fes,` _ r c ^� i 4` X 4` TUBULAR • T STEEL POSTS. 9 G GE t�� f r +`", 00 CONNECT POSTS QUA t� .35+75 .00 72 . 91 Ers LOCAL � r; � r _ _ DE'PRBSSION - •.. `, WALL WITH 3/8" X 6" v +45 .00 72 .47 F� 14� +mss .. 4. 7(Ig '-' 1A (REDI-CHEM) PER I N O i,, _ _ _� __.__ _ -�.,, POST W/1" 'LONG # 4;>O c + N` 0 36+0 1 .90 V2 .68 FL J � -- .` . TOUCHES WALL. SPACERS E IRON - 1 O, Q iL * N` o i E; - 1 2 HEAVY DUTY HINGESkn YD } t a o,/, \°D CLFth.RA CI f } t , _ T(( T• ATG__ _ _ �.__ 7 MR) � 1�I�I� 3; r` �.n�c� ", � ,{�. .�. t\ r -B�FT��6 9f�g�altg t`�1`L 1"5 TTi MEDIAN •! i ' � 6" WIDE X '!0" DEEP 1 _ _• � ?A o �� ENDS, ANDL RE�h1F'OftL I+(b J - Tr AE `7E o r^:- x 6TH} . - �-- �o RAIL., TOP, BOT 1'OM , RB- E'IIdJRN t i DFAN {.-,r M° c o• �° o, '� —"^ �' INTERMEDIATES t STRIP �� / -'{ ��; • ' 12-! X 36- CONCRETE -- ••� --� = 0 . 70% „.� FOOLING (TYPICAL) f NOTE:. ALL JOINTS SMALL B WELDED M -� a,. +' 14 .34 ' YC - -1.1!! u U x m"g"r * 12- r i AND GROUND SMOOTH OUGHT IRON i 1 N - =-� SHALL BE TREATED W TH POWDER pV1-73 ' 72 I COATING PRIOR TO P INT APPLICATION: J v r '^ i fc rR :Ut!• •.•c f De� it © TWO (2) COATS RUST B-LIUM PRIMER E + ^' o PV I - 4f• Ti:O (2) COATS SHERi IN WILLIAMS FLAT BLACK o fflia uo -� ,: Tubular Steel Gate ' E• a c •E B I NG GROU*D-* o s > L N.T.S C 1. on " ^jf` - �, as m a I IL ; , AMM -, _ _ _.._ _;. . �. .. . .____. IV I —. m - _ ; �' _ =a CR , r s x i'• r 1. 1 f ><7�2% TAN. �R• SLR p '^ '� .� .� t • 1 �► �Cst` ./ 4 . 64% j t , 7!�EXISTINGJ C40 6 GUTTER �2 ExIsTtxo G9oU>aD ! c;e HT i + i f E ' P'(1TURE MP�t.,V EN•'S BY C•fHERS - r yrs ! •► t 1 s r _ !�# R 1 410 15 16 35 36 10 37 38 39 40 O a F- a z !: t .. _ CONSTRUCTION NOTES: r I ij 1 I W CA CD i v jI t W ``.` ``. i i f t I i ` \t ( •. Tl :t ,: 1 . k Sl t J •2 CL u' \\ 6 EX:ST R/W �” O2 CONSTRUCT 0.3S A.C. OVER 0.33' A.B. PER CITY OF �� j�� �, ; _ •� PROPOSED INTERIM SLOPE RANCHO CUCAMONGA STD. DWG. IOOA •T:WA-NDA AVEEX I T R/W �j- L 3O CONSTRUCT CURB AND GUTTER A2-8 , 4, �, \ \'`, O �`� � •1 �r ST$�IAN TPMI# ; I �.� ,TVrTWA1vDA AV __-- PER CITY ` r BRUSH �, I� �; '', `r: ': `, � --\,,� ��•.� OF RANCHO CUCAMONGA STD. N ' 0 1 ; , '�, � �, • DWG 4 iof --:�- i 1 i , Q u �' { I CONSTRUCT SIDEWALK PER CITY OF RANCHO �' \ s f j� ► 1 \ DDL ,LRQAD 114 i' s c �D EELS LAND r68 CUCAMONGA STD. DWGS, JSt941 3' efcir� . �` \�a \`.� k (,/) �'� - ;� �0 T -� _ 0 r- --- 0 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO 7i` J CUCAMONGA STD. DWG.102 r ;: �' v -F-\-��' •s� ,�=600` o 4 =lpoo ' 8 3 �-3 +49 ' 1 4T s_ T ` —!s ��� e'�' CONSTRUCT LOCAL DEPRESSION PER CITY OF !�1 TIM 11 Av ?� M t 0 IW1DA AVE 31 _ _ T'v 6+\�� O RANCHO CUCAMONGA STD. DWG. 307 (hese D67�iL 5 2�✓� _ _.. »3� - CONSTRUCT DRIVE APPROACH PER CITY OFR PLAN. ._.+.� '•, 1 . � ,• 11 . r,; 4 ,i- r'x �.. -- --" ~ -- - - _>71­ '� _ . _ .. �-� _ G CUCAMONGA STD. DWG.101A "VII" SPECIFIED~ . � 't`YR _C U N C_ .�- 6TYP 14 - I _ K I .Y EX U3T _ - - _ - —�-- --- � -- - --< =- -x- � INSTALL STREET NAME SIGN PER CITY OF RANCHO Z _. . ___-3,�•� - . _ � __,�� :�, __- = DWGS. 401 A AND 8 b •be• ,M •6 -„_T __�”__'y_ 4 16 74.9 - �" CUCAMONGA STD. D . t � tf U 1 R T _ ...__ INSTALL STREET � O " OPE - `. IST 16' x1674.5 67 R. :�:, •^ •.3 - LIGHT ; 5800 LUMEN 8Y WA1 ER S.0 AID AND COORDINATED BY DEVELOPER pl�ED I Aii TC IRT G.5 2 —f- .E.. P 13 71h3 _ - -- — - _ �s• x — - 13 INSTALL BARRICADE PER CITY OF RANCHO .[ =.�ti. - -- ;� _. _ - CUCAMONGA T PER STD. DWG. 132 . CURB R>!�f 001116'!` ' r <� �.'` • •_-,' --�; . - -__ __ _ �-- -- `�'Jd �' �-'°� •_ •'-_--- WG.131A ,AND TEMP. PAVEMENT - ' ' y "ti _ +01 . 12:==' ` �k C 'glITURE INF VEMENI , BY r I ,�(�/ _ N „ ,S4w � s . � _13T--- .' ---- CT UNDER SIDEWALK DRAIN PER CITY 04 r. ., �3: 83c 1 �ti 4 2 ��, ,� _ 14 CONSTRUCT CUCAMONGA S DW 10 B _ -- r fi ; `\' - _ ( LU / 2 ��/ _ - _ _ `�; -. _ I`- _ _ `r�� .." —'— ' OF RANCHO TD. G. 7 �" - - PER CITY OF RANCHO ` - Lt-1 �� ` q �� —._.- "�— 13 CONSTRUCT CURB AI 8 ONLY 3 o R - ' ( _ 1',`i J 9.o ETINAN AV ,��. O CUCAMONGA STD. PWG. 04• Y I s F se, 49 . 24 ToJ ...._...... ART SWALE 8 BROW i`4'! -H 6 1 TH S TR e I I I o I + i� a % 1`' - R- j ��! . ^` '<�t��8569` C"" o CONSTRUCT 5- 00 r: �� `'�" 1 '`�- 1faQ�,6' nAcrn�l II -� O T WIDE E H , c o _ ._ 10 5*74.`55��� { 5 --�'_ s•+2 BCR - _�.. REMOVE EXISTI AC PAVEMENT. D S CITY DESCRIPTION OF REVISION � 8 © DATE _ APPR. � 1 4 B3 r - - G CULVERT. _ . - z _.. - — REMOVE EXiSTiN 'T• i . � y xCITY OF —J ...,.,.�---_ 16 a _ .- .... _.�-".`\__ ( � RANCHO CUCAMONGA I C) - 'b I -, � ! ;, � 1 A — t • � I' � -,. _ _ ��APYc.��. ��.�+ - mss• _ _ � . 1 ( i• �, I I� _ r ,�- — 1667. sta / I .1• • � _ V .. -�► ` � ' -? '6 Plan and Profile I I t for 1 r 1 I ' 24th � � � �, � , . , j = • �i, • { t Q � � Street and Etiwanda Avenue �� Z Etjwanda Avenue QROF E•`SION� TRACT 14139 ' �� to - N - �Q�° �► ��� ��s `� 3\ �9G APPROVED BY DATE CURVE DATA No. 4m9 ,. Etiwanda Avenue 24th Street o Exp -�t�L T i CITY ENGINEER R.C.E. 24953 DELTA RADIUS LENGTH TANGENT DESIGN THE RECOMMENDED Q $9.25'59" 35.00' 54.63' 34,66' ,f v AD THEVA L .q mizz ., I� �,4rE CIV1�- \1 , DRAWN COMPANIES SHEE1 40 0 40 80 E I"= 40' scale Feet OF C ALS B.C. 2915 Red Hill Avenue,Costa Mesa CA 92626(714)54dQW* I ^ 40 0 40 so �8 32 �.. 40' CHECKED ��- /� / ' _ � ��. j�R.C.E. N0. 42349 DRAWING NO. scale CITY DATE 1 /' -16 roe No. Q1003 . _ Project Sheet�0f 7A DRAWING NO qo -qz_g- eP- 1 o- ` CONTROL NO g{i� �jpgrt32Z OVERLAY N0. �7 09 3LL tl• a•t fn D.if tA1Tt I I �� Release Date PVI=20 . 74 - S i DEWALK o 3 "o BENCH MARK N . 148-B r q 6.00' VC a a 20' VC / o ouiE / C) EXISTING PVI=20. 74 -� �I� EXISTING GROUND @ C RB 6T PVI-1701 .29 / o Tn a U / + .» / 2 E• o STANDARD BRASS DISK IN THE NW CORNER OF A a �I=92•!1 - �$ o Co` > U 3 � o � U U / o� cvgg 2 ' 2 .2�$ SIDEWALK a N m H CULVERT AT THE NEIN-BOX FOR CORNER OF HIGHLAND AVE. NAGE ., r C1 r oF, E' > 0 7 , LT POR 20' VC o, , 7 m AND ETIWANDA AVE. 66 FEET NORTH OF THE CIL 4 - � "9 O E. �n / 6' � 0 0 � E" w � gW ALK - PVI=31 . 10 r� ,., N CURB RETURN p 0► V a .a O E f a,m r U r OF HIGHLAND AND 24' EAST OF THE C/L OF G /o �` - POR 200 ' VC o Uc ' yE L=54 . 98 ' Pvt. 93.42 �' �t4S' o � r _: . _ �. H© -•• -- E 0 'Tc a 3 N >ram ETNVANDA. /0 J - 4 0 VARY CURB 'IREIGHT o+ • fn / ti 4 r '�'0 MAIIITA#N 0.4; r 25DEWAI.K V t �O c �' r S o / o ' ' IDENTICAL o `"' Z1I5K G r o o z 3 II;lS�q a 4 vs ,a N o FI U u a� >tcL GRADE PV I'95.$4?+' a� cf9 A� / POINTS o N N 2 ,2� 4 w U�' �o� w 0 ELEVATION = 1432.612 M ON 4 � O y 0 IDENTICAL O N r H + x Q 3 9 b '� a 1- ., I b* POINTS / I o o U 3 N •" r tr1 N 0 ►] + ui E-4IL4O H •� N V Nr U N � M 6r �� y POR 200' VC /o 0o N N + ,a,n o 2 q q I °' a n a� o b• �G ,,� n r► = o _ M + M r' o unN� / � � H � ti c / � G ti 6 M PVI 20.67 0 oryr N NN �� � Ln R ]E N p 1n - _. ... _ _ _ { TO a+ sCIO � 1 /� T T1CV 1111 °� fon PVI=20.67 t Ch s Lri ,o EXISTING GROUND 4 C/L a onr-j - �, N U% .0 sn Vill rn �� 0 // POR 200' V w / / N Goo M E a 0 c L F 63 in / N � �E Cil °+�� + 17+19.75 a r \i3O C"14 / N ca n o o+ °a' / / lI�ISt G� 00 _4o+ 93.73 rL ovD f� e�� UE-4 H � ,o "� � o ,N N� � 2 .2��' c z�' } + 4.17t C/L C9R5 ,i 6• / r, o► . 1 _ tn Q - IDENTICAL / ti " ' rIDENTICAI o +L JJ a o a } � 1 .274` 7+05 .?5 92.86 ti r �' �° POINTS / Gl g� U ^� r "'POINTS 10 / `-4 � 0 U°' LOCAL DEPRESSION 50' IVC 16+91.75 / o, G� o ;., / O� 6' H O z - 00 �' t o 3 ' / 0 3 c + U m, EXISTING GROUND CURB RT N �M w PVI= 3. 35 92. 07 FIS r, 4' o "' a G� a >� 0 to c Ji '' w S `�T in VIL Ln 40 E- 4 i+a mN f4i� �$ A / �L'l� o� o U N FII N `�'•J PVI=20. 74 - r NV h '� N a ,n r a>4 p a00. E, U �, N 2 ,Ln 2.� x > In r r; �1v u; 6' E+ / fn . U3 3H N .r + o, / / r o H W N G�7 o0 0 r..n O+ '� / o+ - POR 200' V C N o L 'TC ; + .. � 4-� �N / 0 3 o rn t'f f IIs G•, l Ln Ln ,o a' o to + n A h + r � ��96 a U M N N t'Y/ N o, N 0 � / % �o• ID ICAL POINTS / 0o H i h fn r + (� L IDENTICAL o + N N 0 POINTS r a i S _ }r .h POR '50' VC - tt� ro i�d I 0 vii �' �"� ` TC q�'' 1 � 1 • -l.dOf^ % A�fo V 93.42 h /r a� o - - , TT -I 744•TC J?Tr L U U ... r o '_ -4 i CURB RETURN I- �L� \ a L=54 . 98 ' ON in ��� // o �41� N / W °D r t"i r / +b + k7 N M 1A U U1 r' th Calo N E-o In &n M -4 + tT tT o, r •-f rn/ r ate N + rt r+ In m o it a tVr O p co 00 r, rn O + ri r v SCALe o v 17+09.75 93.4) FL' °° '� g I 17+03.79 92.74 FL HORIZ. 1" = 40' a a _ aUa G 6+ 7.75 92.40 FL C/L CB#4 1 �.62% 4.97 6+91.75 92.07 FL _ 16 17 5 18 19 20 14 14 21 2►*17 110 --F` 22 CIO o , 23 2a 25 26 CONSTRUCTION NOTES: ROPO FU UR SL P �� 14 , ry • �� ,,L f ° 1� L O2 CONSTRUCT 0.33 A.C. OVER 0.33' A.B. PER CITY OF \ �Q 14 PROP ED I ERM LO RANCHO CUCAMONGA STD. DWG.IOOA CONSTRUCT CURB AND GUTTER A2-? PER CITY OF RANCHO CUCAMONGA STD. DWG. 04 . \ 0 \` - ` _ \ 9 i y I F CUCAMONGA STD. DWGS. 101-A AND 103 O CONSTRUCT SIDEWALK PER CITY OF RANCHO \ _ ,\ - - _ - s •.�\ \ \` • \ "' 21 cc - - 22 2 Zp CONSTRUCT LOCAL DEPRESSION PER CITY OF�V� 5 2� RANCHO CUCAMONGA STD. DWG. 30741 INSTALL STREET NAME SIGN PER CITY OF RANCHO S ,� 3 G b \o •� Nsc CV, CUCAMONGA STD. DWGS. 401 A AND B. K ` V � �• .� - � _� ;f,a ; , ` \ n s o � IO INSTALL STREET LIGHT; 5800 LUMEN HPSV BY S,C,E,, o R- 9 // � PAID AND COORDINATED 8Y DEVELOPER, 4G IO \ 4 93 63 ' 6. CO 14 RANCHO CUCAMOCONSTRUCT NGA STD.PWG DRAIN PER CITY OF 77 1� \ 3.13 rc 0 . .9 6 �� '� s �\ �� \ �' v e eZ �\ 1q�G ((f I7 Cc 5-FOOT WIDE EARTH SWALE 8 BROW DITCH PER CONSTRUCT10 CONSTRUCT LIMITED ACCESS CURB PER CITY OF RANCHO 2 \ 10 CUCAMONGA STD. DWG,105C m ti m hof ESS/p CITY Q DESCRIPTION OF REVISION DATE APPR• CITY OF RANCHO CUCAMONGA No. 42549 6 \ 25, \ \ \ Plan and Profile for 6x 9 C �� y � `\' f �� x s \ \ \ / f l OF CAL1F� Etiwanda Avenue TRACT 14139 Bahama Court Aruba Court CURVE DATA APPROVED 8Y DATE �, (FUTURE) (FUTURE) DELTA RADIUS LENGTH TANGENT CITY ENGINEER R.C.E. 24953 % ® 90. 00'00" 35. 00' 54. 98' 35.00' DESIGN 1�t1= " RECOMMENDEU • /� �' Etiwanda AvIlluDue © 50' II' 00" 593.00' 277.68' A►D I KEITH C>C^A Ct�•�"'► �F- 0 50' II' 00" 625. 00' 547.42' 292.66' DRAWN COMPANIES y I�-- 2995 Red Hill Avenue-Cala Me" CA 9261b(714)54(Lf4100 S H E E 1 40 0 40 80 �D 50' II' 00" 657. 00' 575.44' 307.65' B.C. 19 OF 3 • 1.._40' scale - - - R.C.E. NO. 42549 feet CHECKED DRAWING NO. CITY DATE JOB NO 231003_ Project .Sheet0f PCZ I DRAWING NO I'l e CONTROL NO 1,8 31b SZ3 OVERLAY NO. aVt 310 3r3 4.: .. avvu .I �: tlf .1 ;,ATf Itl• DATE VARY CURB FACE CURB RETURN POR 200 ' VC TO MAINTAIN 0.4% L=55. 33 ' PVI=32 .07 FL GRADE Release Date 'I U POR 200 ' VC CUR RETURN �; o v 6' a��✓ H� U .i r SIDEWALK F' U OR .20' VC PVI=32 .07 L=54. 98' U a ��,N / M H Hm �- BENCH MARK NO. 148-8 L P m F, a6 m t' Q+ UE r4�►.7 EXT STING G1kOUND @ CURB LT U a N� M o4 STANDARD BRASS DISK IN THE NW CORNER OF A PVI=31, 10 a H ook U H EU. 'gym � +n+o- oo Hm' / oo Q.r 3 a �o rT +o ao 4' BY 8' FOOT DROP-IN-BOX FOR DRAINAGE N �- ,� U r ,� U +o fn �f e•r + ~+�^+� / ' • 03 r / �� aEr +o z@' AND ETIWANDA AVE 66 FEET NORTH OF THHIGHLANE AVE.C/L U ;t. E+ rT r 'n LOCAL DEPRESSION o N� 0 waTHECORNER c D ' ,� - y!O > W C& DG • � a r rn �+ w r+ ' � rtM / + �'d• qu + v r' rn en s y cww M -4 C� r' "^ �" _ / °% `i V', 200 ' VC oo ,`-4 �n >� a�' � �� O��IAGND ND AND 24' EAST OF THE C/L OF Io 1� �c rr, �v 26+95.92 1135.28 FL N / - I S - �! ►-, o •� 'N v / / d' PVI=48 .24 FS @ SIDEWALK ao 3�+ V r'� I J6+89 . 73 34.70 FL '� �' o °'~' 7 ' LT OF CURB Ln � + N _ +a vsv+ H r l 4 4 a /0 1-4f / .D 00 � / N E4 •Z 77 o. ,i,; c d �' 'tea '1. 38� 6 60 3. 9 F e' o u,n IDENTIC L POINTS �^ r,l ELEVATION = 1432.612 `n M .�A+n o 4 3.64% / CVR (U .� o U 3 `° Q 1 N / cn N rh 4. 99% IDENT I CAL POi NTS U / OF t� o -� FS 0 SIDEWALK � U �'t � o r ,E a >U> 7" LT OF CURB o H L� SC U �, -� o °'ot<t "LOCAL ^ ' 2. 69 PVI=32.00 w oo .4� @ ��G¢ @ m o E cn r o co rnr S > mo E+3 DEPRgSSION �i�d �L �.� j- _. _ __ _._.w T _ _.........._.. ._ 1730 TO U s �, �• m L I 2 . 27% A o Me"v.� Sc Z�y1b� o t14 - o N �,ti� W o N - � FINIS 1� GRADE , 'r - o m > 1 o r''`n `tC o EL10 o 0D 'r 1 o n: I e TC DEFT 200 VC r=+ H aG o .� p N rwr o .. 3 + +o� 9� @ �� ��r 1 �,n �. N IDENTICAT,`o 11-4Z f 3 H W A �r ro � •° \r 0�� ,N v" o v' POINTS v+ e•o �� GRA o �rn `�' +o zz I o m M / o r rtZ�Z POI2dTS n n Ittu d o $ t -en EXISTING GROUND @ C/L-,y i d 200 ' VC o 'd' � N f' W > o +"> Cn 'ms`s EU• , PVI=48 . 17 0 / ,i � vi %o N ! z o �o N - O IDENTICAL �OTNTS / o N n r / T'•1 H " O . Co N II /' `n +O .-4 0 ..a o 0 Q+ . z o r+ + o �., / / IDENTICAL / n/ 0 °�' Ln U o An + `� > H POINTS o / ` o °+° �+ + N �^ OR 0 w m / x 1 c t t / @ C 1 t' CURS RETURN V Z=312. 0 '0 o �• '� C ti 1 0 o ce J U +Ln + C,�tADE L=5 4 . 9 8 ' a 'O W / @ U 000 / -+ .01 rr ��zsK °" _._ � ' - -� m- Tw > 9� W `'' M $� c�ti F 7�t3 C 1730, F CURB RE �� U o o + 11yS o U 3 > oo �' `� @ C w m o w /6 a' 2. 27% / r " r F o E+to / ti • ,n L=54 . 98 pd U `^ � �„T rn o Dow o t,�, � ,.,� G o U� o G +o z az POR 200' VC � �; �, U a• o N o N o '' � `[�' g o PVI=32.07 a r r, iO g U c- �/ �A, + N�/o r _ + 1e�`�+ �' + / �Sc� 0 ! {. fqf, N ri r cn O 1 in °D E..� cm 0. 0� vv( o N v �CS� o `.'O° m o� O 3 a - Ln N d. + - IDENTICAL9 rbrn A4 cn n M �= N u O N • mfn n o •, rn r r- (" POINTS+ U r'1� (;► U fi Cn rn w4"r + an r LOCAL DEPRESS ION ` ev v r�+i U a to � `� v o q r rn - 4 -a Ir 1 _ 200 ' VC U 3 i f IDENTICAL .POINTS__ m, CO 9, q, r>, rt 'Q / N rn t"+ 26+92 .2.2 9 7 PVI=4 8 . 2 4 0 H "o, 4 EX15TING GROUND i z o `n E ,';rn / 2}5+86.40 34,S? FL @ CURB RT 0 00 - + w° a2059 .22 33.54 TL I DINT I CAL o U f, Ln Ln 'Qt N Tr+ Q,, d oz E- •- '- Cv¢� T POINTS E- 3 i � N ,, 3.648 � � Og 41G� � a o cn a / IDENTICAL CAL PO INTS� � � F' w + ' -T` � `S �- % `ZG ^ 17 C T- - -�.s2�. . _ o �3 / t s ��'��� 0 0 F3 M ��c R1G� W ion � h0oti 2-2 � o � � � 1760 TC R� ' 2.27% o '� / > ct, IDENTICAL @ �'• FINISH GRADE @ TC RIGHT \ +o 4 aq�b �o U� +' �"' G4AO POINTSo E' �S N rn o o d 0 to N .t doo Nm / O N Tn et'r-- + '� O+ t sr l SCALE: HORiZ, 1" 40' VERT. 1" = 4' 2s 25 l0 26 0 7 28 29 30 31 32 ENS Swq�E b �� 4� �,y �O e.92F� ��R�F titi CONSTRUCTION NOTES. 1 J 1(o h Ch 17 8 j8f8 � FND e� 3' R•45 M 2O CONSTRUCT 0.33 A.C. OVER 0.33' A.B. PER CITY OF Zo N 0 0 S F URE OP 9 RANCHO CUCAMONGA STD. DWG. IOOA- ��f�. 4 ,��• 0`'`' i 14 P P ED T M SL E . O �.� 4� 33 G N \ ^ 3O CONSTRUCT CURB AND GUTTER A2-8 PER CITY ` - OF RANCHO CUCAMONGA STD. DWG.104 Ift- 0 ' Tc 1 fes. 1� '� �` Q CONSTRUCT SIDEWALK PER CITY OF RANCHO 'z ti EOR 1014 e �''�) l ,ra' '��r, 10 C CUCAMONGA STD. DWGS. 101-A AND 103 O 3 9 5 R 14102. IA CUCAMONGA.n O ONSTRUT CCE S RAMP PER CITY OF RANCHO CONSTRUCT LOCAL DEPRESSION PER CITY OF CV , 0&jJ0 c _ 43 1�` 1h 1°�� r o 3 RANCHO CUCAMONGA STD. DWG. 307 ��x-� l�rrA�( '147' 23 0) `v SCS 5 2 INSTALL STREET AME SIGN PER SITY OF RANCHO o 5 ° 4 "' O CUCAMONGA STD. DWGS.401A AND B. s Q . G 3 q eZ 9 - '- - - INSTALL STREET LIGHT; 5800 LUMEN HPSV BY 47 / 5 .��• + _ y 9 S.C.E. , PAID AND COORDINATED BY DEVELOPER. 1, e 56 'E - -_ - 2 0 R `� 14 CONSTRUCT UNDER CUCAMONGA STD. DIGIN PER CITY _ _ _ O R D 107B ?0*19.84 do j.5 A J'n ��, ? _ Z 3 \ 3 2 - R NE / 16 INSTALL R 4 SIGN (STOP SIGN). R� +9 D �� - 2 �3. o• 5 O 17 CONSTRUCT 5-FOOT WIDE EARTH SWALE 8 BROW DITCH PER DETAIL _ ti 3 O 13 INSTALL BARRICADE PER CITY OF RANCHO CUCAMONGA 9,A STD. DWG. 131A AND TEMP. PAVEMENT PER STD. DWG. 132 WC . 77 ti �V V 1.=75• '1 V o =76 . 57 • 4 5 • ° DESCRIPTION OF REVISION DATE CITY r # =25 APPR. 100-1-0-577 h CITY OF RANCHO CUCAMONGA �`� Plan and Profile COO East Overlook Drive ,o ti 1,0 o ,0 1 W . 425A9 G for (FUTURE) tiv sS�°, 1� ���� °cp 3�I• �i 7p • Effwanda Avenue Etiwanda Avenue � TRACT 14139 f OF IVIL ��Q' CURVE DATA FCA APPROVED BY - DATE 1-,�17� DELTA RADIUS LENGTH TANGENT I"= 40' 40 0 40 e0 CITY ENGINEER R.C.E. 24953 A 89' 29' 46" 35. 00' 54. 67' 34. 69' _ _- feet DESIGN i i tt f RECOMMENDED 6 90. 00' 00" 35. 00' 54. 98' 35. 00 • AD ICEi-rH o. 40E .. p� r COMPANIES p4 A 1 l for G 90. 34' 21" 35. 00' S5. 33' 35. 35' D RAW N �- 2995 Red Hill AvmLw-C u Mesa CA 92626(714)540-0" S H E E1 D 30. 32' 30" 1018. 00' 542. 65' 277 94• B.C. � 20oF32 Q 31. 43' 03" 1050. 00 581. 25' 298. 28' / / - CHECKED �( Yds ��.�V R.C.E. NO. 4_ 2549 DRAWING NO. 31. 46' 46" 1082. 00' 600.14' 308. 01' CITY DATE �'• JOB NO. 231003 1�g8 Project Sheet 0f -7d • - 1810 BENCHMARK STANDARD BRASS DISK IN THE CORNER OF A 4'X TOP OF W'LY CUR TOP OF WILY CURB 8' DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE CORNER OF HIGHLAND VE. ETIWANDA AVE., 66 dT0 0 FEET NO TH OF THE �OF HIGHLAND AND 24' EAST cn CD p 1COX + OF THE Uk OF ETIWANDA ELEVATION + 1432.612 p y ^o �to 6• O ALO LO •. .. _. __ _ ...+ _ ..I _ L_f 1!0 •+ _ _ _ _ _:11 Vullili °� RPE P IMPR ENT ' • ' • �1II CR GRADING 11 1 - - _ _ _ - _ 7 3 - MA%POPE I:1 [) 2 I O I ' • • • HINGE COl£F At ttIP OF NFAwE r - - � - - - - + ._ r • ' I Y . -1 ..I ! • .. 1 I� V I :I I • PERT�M SGiUwE I r • 4 • J M f.�I1TCC } } • • •� 3 -I j_ t_ 1 ' { -.j,-,y'. f W LET PEO GSE lr 11.OR N SEF NOTE NOTES "' _ I [I • f ' - 3 ' i. IF THE TOP OF SLOPE IS ALLOWED WITHIN THE LET CASE I BEGINS • 1 _. ... .. _�. :;;�.._ nl L, _ - _ _ _ ��_ -.}. AT THE TOP RATHER THAN THE R/W UNE. R/W, IN .�.. t � � � M (T6 m I 3 7 iL ! I ' ` .-.�L N I -I to m) ( _ _. ' ..1 ; ._ I ._j ..-. .-, :. . - �. _- 1 ... S h( .- _ }.O p 1 _-j.-. I n/W uNE •W pm mm),tro 2. FOR OPEN DITCH (CASE INLET III), THE 24" (600 mm) EXTENSION BEYOND ` -• ' '� _ '- - I -� -" '� f.l{•. n 1\• a - - _ K- 3.. - ! "�' - - J - _ '�� --";"-'3•'•' 'f'- THE R/W LINE IS NOT REQUIRED WHEN BACK OF WALK IS 24" (600 mm) OR MORE i7 .78 6 STA. 35.0 rn A \I + a°o mm f1V UNE; HOWEVER, PIPE SHALL EXTEND TO R/W UNE. )U ~ Pi -. 5 d50y _ _ _ p _ �:- _ _ _ _t ._..1.., 4 J • I �.. ! - --- CASE INLET FROM HE R I m t s 1 n _. G11 � . , . .' . . ..:. ' .... . . .. ... x r ' '� " 'll • V I�Qf 1 --�- TNANsnw smucTURe secTiox 3. TOP OF INLET STRUCTURE CASE I AND II) TO BE FLUSH WITH ADJACENT } • h .. .._. . JI-. I 4� • I ? �' C ^ 3 i : w-W 'sE�F Mmma1)E sP SURFACE WHERE PRACTICAL. i K ' fh P J. / 7912/ $ A. 5P O U , G { 1 �Iw1Y nEAR MAINE A cM�,-mNotF.f' 4. CONSTRUCT PCC WALK WHEN SPECIFIED ON PLANS. THE CONTRACT PRICE _4 •.+... f--+ . ... .- . ! , . F - 1 T�� : - - - - -- 3 -- . -J -. .1. _ �. .., _m _ - /• __ e '( , PAID FOR PC WALK ITEM SHALL INCLUDE WALK CONSTRUCTED IN T . . ty� • + '1 =I f7 4. Ty..3 QQ7 ' Non 10 E/ CONJUNCTION NTH PARKWAY CULVERT.DE / 4. 1._..I_._. ._ Q / : I ' 1 ( "om A 5. "N' EQUALS NUMBER OF PIPES (MAXIMUM OF THREE) AS SPECIFIED ON PLANS. ' 1 : i �• .I"(�, G I . a C '� ^ I • I ' : ' N(pow)e 1 TD _ 6. INLET CASE TO BE SPECIFIED ON PLANS. r I • r • : , i • _ [.. _ _ \ - 24•600 mm AS 7.- - _. - _ _� _ _. ' .I_._ lO } TOP aP c�ilm uNE ,! NLE 7. ANGLE A EQUALS 0•, UNLESS OTHERWISE SPECIFIED. -. _ _ _ __ _ __ J© EAtcn esfiONP.C.C. GUTTER PER PLANS. 8 TYPE DIMENSIONS AND ELEVATIONS OF PC CURB AND 1 PP L f G i '�;"�l I I� �� H] • O ) (t gu RM, x4' Nw mm 9. GALVANIZED ED CAST SPECIFIED, FRAME AND GRATE FOR RATE SE II INLET SHALL 3BE 6 1 r + '-' I I R+/ N scE awe PRORLEsmm SE xOTE z GALVANIZED CAST IRON WEIGHT OF FRAME AND GRATE SHALL BE BO LBS (36 kg). 1 _ {+ t7 I _.. __. ._n .. _. .. . � .. ELOW NICMT PN04EME 11 O{{ ��R rr } 1 . I W + I M'G " oR°�Ni•Rb uE vwiN •(n j' 10. AT LOCATIONS WITH LESS THAN 6 (200 mm) CURB FACE, USE 6x6-10/10 rr -'F'•"t' - '' 'I L + h _ _ - _� - _ __ - _ _ I _ __ _ _ - _ 1 -T - O /{1 ��! A o W""�� $75x152-MN9.1xMW9.1) GALVANIZED 'MBE FABRIC. WIRE FABRIC SHALL EXTEND �! 11:..LL #- -#'_- -1- .�_�- . �V+ _ t_ a I + O �- ll1�S Y-' g 200 mm BEYOND hIE EDGE OF CAST IRON PIPES. - U . . - n +30'n_ - - _. .. - _ _ ' �IIU.S . ..El SURF INC - - 41-.�,.. 1 - �. 11. PIPES TO BE 4' PVC SCHEDULE 40 O *h - - - _ - - - NOTES J PLAN CASE III INLET 12. 6• MINIMUM CLEARANCES BETWEEN PIPES _.. + i ._ .._ _ ,3 - _.3 -1 1. SEE PIPE MATERIAL NOTE pt GRAD ORM 9E<LxIM V) I - / 4 C r M 1 j } 2. SEE MINIMUM PPE CLERANCE NOTE /12 N,(p) lw tB' m LL'E _ . _ _._ _ _ _ .I- •.3 ...1 -} - ...MANSON I sPACEs a Is/Ir(xs mm) } 1 I E i 11 O T\ �f0 ✓ f/e 7{ : l-1/]'(6Y mm)MN FM 6'(IM mm) E mm] m R T BMs a 9/I (t°mm) 1 [m (n �� LLl 1 6 mm)CF x W 5RE BA S e) .mm ...-� .. -i _. _ ._ • r _ __. i -. .. - ._. __ _-. +. ... .._ _ _ h '�. �y _ _ :...+ _ _ ,.�_.., i .S �a - }I/2'(90 mm)MN!OR 6'(200 mm]CF 04fRI11 IV'(3M mm1 T 01 CD CDail I • � + -' _ O C' - 1 PMxwAr wn1X PER iwPRGvworr Pux R 1R-(t0 mm 4.(�mn,)� �•.. ._ _ ...� 1 ._ �_. - In .I _ .. I _ _ - _ [Q._ _ - _ Tl _ _. � . . w I4 -+... J ._ _ } T.C.ME NIN91m PARXWAY GRAM GlFN2 LE 11! I• r 1 r E + p + PCC WAI1t,I•(200 mm)CP-N01E 1 E E E 0 CPEN MEA 521 ---Y•JI.. ..y._.�_-._In T(1T!mm W. INCW".°•(150 mm)6-I E y r • • . : I : O I O • ' _ GALY NRF FABRIC -NILE 10 NOTE: APRlES TO ANY NGMBEP OE RPEs Gs E^ E F N 0000000 - (pa) - mm E,- f a LI.JI a o .3 RI� _.. .. ! _ - - - ID+ _ _ - -se-- "&ao PRaRONFicEF R (L .-t'7 � N e•�mm Cf � Y I E E 1 1 I -S i L i j ^ M ,,I : • t I .. ... ! - . .. ...� .1. _ _ .. ....� �Rn + - - ._ - - + O - __ ^^- - - A ' )4�e 1 °y A .� . - � EjXI�T tl 0���1 .f .- R T } '. �- 00000000 .. ^ - F[7 C3 p -+ '- - sPa wRFT OETANs p(n ) ( Pd✓0 Bm - \ _ _ 3 ` MAN VON 1S .q'fJ]G m . 3m-11 I. . . ..1 ... _ .... ...•. .. ._ .. i I �. .._ .. ( .. ' 1 3 �hli� 4 IN R O _ • _ _� > (n p _ 1_._ I _ _ _� __ .- }. _ - .. 1 "_ LU Y PCC fl G -(1wPC bPW SNT 1 1 Z 1° E n_ O ( ] / 111 - s , . I 0/l R IY• I)' 432 mm4.12m 1 1 I I 5® - CORUN + n - t\ I T+ sE NmE an 1 m i �. �.I• .i f.�.11 } T m m -� L1W11 1 ` __ _ _ _ _ p _ _f _l__ __ ' m L j 1� wA ExisnMc SECTION A-A /2•pGmm) W (laomm) O _ •3 I + TOP F GRATE SECTION THRU FRAME I aP 11-- 1 11 RD O x0 _ t i rayl ! T O - - h M { i{�; j 2_ _ GRATE FOR CASE II INLET } ! "J f ' n vn 3 __, ...1 . .1 .... ...' .. '.__�_ - - - - - - - _ - - -� _ - i ARB P O LES tt ., 1. j j + - _ 6 � _.. .. _, . . _.. .. . .. i - .../.. I PEs 0 111 N STAN0AR0 P M STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION STANDARD PUN y . . _ .. .... .. .. .. .. . _ �. . _ _ ..- _ O + . . _. . - - - - - - - * a - - - ..._�. .. ^ / O VC (.� 7 STANDARD PLANS FOR PUBLIC WORKS CONSTRUCTION m hM m _ m . . .-_ I Qi CURB DRAIN 150-3 150-3 I , • _ + _ •0 7N r Qi CURB DRAIN ' __ sPECFicanOas FOR PusEc varms caNsmucsoN sNEET t a z SHEET s aE z LCI eJ i j i 1 ror\ >o . r Ct r 1 _ { 5g, - - r` } - - - - - - I y. 110 _ W 32+00 33+00 34+00 35+00 36+00 UKILS 1 -coo' 37+00 38+00 39+00 Z Is�i U VERT : 1 8 J Q 2� ' ;'k? Co SFE SHT. 3 c>r i LU �u CONSTRUCTION NOTES : � a � ��� �' i��l��COE'N PRAIRIE DR,W z AI PRIVATE A.C. OVER 0.33'A.B. PER CITY OF Q Il.r )1 F- :3 34 ary t J 4 Q{. O RANCHO 1 CUCAMONGA STD. DWG. IOOA d'IAI U PERIMETER WALL F z P 1" �L► ����`� e W +.r 111 1 + _ op G (SEE LANDSCAPE PLANS) 1�W 30 CONSTRUCT CURB AND GUTTER A2-8 PER CITY OF } ,1111 F " �_� s: + , �� U o �F G RANCHO CUCAMONGA STD. DWG. 104 . + n h °` O4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA m �f.rlP 3� 4 �� 1�1.•x O .' ? r rJ9 I rJ8 I �W rJ T 10 �"'�� 56 STD. DWGS. 101-A AND 103 3L4 -GURO �l6 c 8 � -,� 'I0� �o> I 4 j � �> I O5 CONSTRUCT ACCESS RAMP PER CITY OF RANCHO (� �Edi,lO - L e•CF i9 + 5 u � Z n u E(t �o .,.■ 1 Q CUCAMONGA STD. DWG. 102 �p m ��An11[sm • W��.�ISPwr�.w�nlr�wi� w�s�"� � .mall �� �EF:I.w�.�.� ws��. O f� CONSTRUCT LOCAL DEPRESSION PER CITY OF RANCHO del 11 2 \ 3 _.!.'-. , v g y M », h vT b L CUCAMONGA { Osra/c gNr. 23) V h A a' h V A STD DWG. 307. yew .25'�11I z4• _,� Dv:.._. O F' ��dl,ll 32 So-ti� 6 . 4 N 80 INSTALL STREET NAME SIGN PER CITY OF RANCHO 11 A ��- h . -® . _I .�. . ,....__.. . {. _ T.1 .__ � .:.._.. -' --- ' i ---- 0 CUCAMONGA STD. DWGS. 401AAND B. . w �lJl,l r�c3 33+ �` irr6.oig •-, I(JI;II e, 09 00 t E4 cF _D� __. _.__ . _ ._..._.__--' -_._ . ._..., Du y- _-_ _._.. .. ._...__..---- 0) g0 INSTALL RI "STOP SIGN", 12" WHITE STRIPE LIMIT LINE z 19 cF �--• �. 2 3 17<W., 2- N i% /807. 23,E " z 8 STOP LEGEND PER DETAIL ON SHEET 2, r35.R® nH e'LF 2 e cF- 2�G� 2 3 �" seuER B ----;-- . 24' 50 �- af"" 10 INSTALL STREET LIGHT. 5800 LUMEN HPSV BY S.C.E. , - Q- PAID AND COORDINATED BY DEVELOPER. ti•P+ 3 �:..•\.X `, \ - -fir • �O' 4\ _ G0 3 + 0 0 0 Q E R 3 W 0 REMOVE EXISTING AC PAVEMENTL 'b!TU�^it �+IS F�k1�T1 ?f�' , L 21 _ _ _�..��\ -�L� U} _ L L\ L�.. .s , i607.23f£ 21 INSTALL " 4" REDWOOD HEADER. [- ` /78 4.322 v N CONSTRUCT UNDER - SIDWALK DRAIN PER CITY OF RANCHO z w 14 CUCAMONGA STD, DWG 1078 ' AS SPECIFIED PER PLAN, � � N � � (n Ql 34 PLUG EXISTING CURBSIDE DRAIN OUTLET ^I v 35 CONSTRUCT CURB DRAIN PER APWA STD. 150-3 (CASE I, N=2) DETAILED ON HEREON TD x 14 k K . FOR REVISION, i ONLY�•`J•'UN l SCALE21'•40 FEET h m 0 10 20 30 40 80 120 160 fESS ��a �aeoNw ix Es FN9`F2 CITY OF RANCHO CUGA�10NGA ao1� 4 scAl�/ :- - 40 � " "a '° PLAN AND PROFILE ETIWAND AVENUE I )IIITj� OF CALIF ETIWANDA AVENUE 42 STA . 32+ 5 . 42 a 39+00 . 00 e�" ��°y''��' TRACT NO . 14139 _ ,Z?� APPROVED BY DATE 1=27- CURVE DTIII, � A Cla ;WE ATA 1 ls„ CITY ENGINEER R.C.E. ND. No. 42549 ,,, 24953 Q DELTA RADIUS LENGTH TANGENT 0 DELTA RADIUS LENGTH TANGENT a �(p � g�9� '� DESIGN ElY, R[COM PTX n Q 09020' 36" 1050 .00 171 . 23 85 .80 Q 06'42' 38" 1018.00 119 . 23 59.68 s • JL / AD THE a4�rh 91flwt- r.,. dtr KE 1 TH e 09042' 50" 1050.00 178.02 89.22 Qc 08048' 54" 1082 .00 166, 47 83.40 `r!* CMV DRAWN BY2 COMPANIESs1i1� Q 06'45' 56" 1016.00 • 120. 21 60 17 ;H; 09040' 36" 1082.00 162. 74 91 .59 Q1 ADD & ELIMINATE CURBSIDE DRAIN OUTLET PER DRC 2012-00196 _30- 5 DF rfOF CAt�E�� B.C. --m, �'- °... 21 DF 32 D 94.56' 55" 35.00 58 . 00 38. 16 CHECKED BY F R.C.E. NO.42349 DRAWING NO. O 91.25' 22" . 35. 00 55. 85 35. 88 •� - DESCRIPTION OF REVISION DATE AP RP OVAL G IT`{ DATIE ,W NO. 2310M I 8S P 1x P40• ETIuANDA PLAN 6 PROF- ILE SH-1 . 12 - 198 [0.:6) Ps ; 10870 2112 09-Aug-90 10:90 AM / 231003-999 -- I:�ssSos�IMPLANs�sd-1.dWg Project Sheet q3- ofd BENCHMARK / 00°� STANDARD BRASS DISK IN THE NW CORNER OF A 4'X $ 8' DROP-IN-BOX FOR DRAINAGE CULVERT AT THE NE CORNER OF HIGHLAND VE. AND ETIWANDA AVE., 66 o FEET NOETH OF THE �OF HIGHLAND AND 24' EAST �°/. d- OF THE OF ETIWANDA ELEVATION a 1432.612 O P. 1 o i } , , + N 1 ; I i Q Q 1 ! , t } ; O O �} O T Y J 4 } \ 1 fV 1 M_ , l t ; 1 I� t 1 Qs , v- v 0 ; t 1 , 1 - -- - - -J . -4. - - - - - + -- - I ? t 7 k k 0•/ 7 t CO 1 I t BVI 141.40 ap ; t } t i t f 1 I } t } -- - — - - - — 1- — - - } 1 ��} � 4-400• ^ '� 1 1 { + ; , • t : 1 ~ ~ , t - _ r 1 , ; 1 1 4 t � , 1 1 1 i $$ j } m k t 4• 8; a 9C I�O:VC } - '♦ i j I f I 1 i 1 1 , � + 1 , , r e : , r , , - =�►7�© - - -+� . -- -- � , _+ � - -- 1 - _ Z - -_-+ �_ _, - -1- # t _ ,_ _ 1 - -�-- - _ 2- -1 -+ � -� + 1 -+ 1 �- }-- - 1 1 t 1 , - 10 M t t 1 1 k : O i v + f } ; .8Ci0 1 1 t ( i ; It t1 # - - -- - _ # + - -1 - —�- —� -i -- - 1— --1- - 1 1 1 t �- —+--�- --+- --+ > l-_ _j - - - - - t -- - -- - - 1 I �p - - - - - - � - - - - - -- - - _ �t-- - 1 } 4 Al+ ; + 1 i k ; I + i ! 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DWG. 104 . 10 U) e W \� PRIVATE v [� = 11 I , v N `� I -- - I• 0 W Z; nc PERIMETER WALL ,� N V �o N 3 {, I L 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA m It O ,k 2 N (SEE LANSCAPE N j Q +e' 18' Q + ` m > 3 70 _ O STD. DWGS. 101-A AND 103 PLANS) v M a M v � Q v1sJ 0 IPA" er w � \ e O CONSTRUCT ACCESS RAMP PER CITY OF RANCHO - V"tpw I \ CUCAMONGA STD. DWG. 102 41 �,� 4 , b , _ ' O CONSTRUCT LOCAL DEPRFSSION PER CITY OF RANCHO • ♦ - ) CUCAMONGA STD DWG 307 pFiA/� HT 0105) # _ - 9 - ----- - - , ~ > - - - (� �b m 5 ___._ _."..._ -- ,- 9 INSTALL STREET NAME SIGN PER CITY OF RANCHO - - - - Z - -- - 1 ( p c� CUCAMONGA STD. DWGS. 401AAND B. X180 7 23 ff - �' N IB35.7�ff/ 1 i ��a • 5 1f343.20_f c Q g < e _ 3� 2 ►� 8'c_� \ g„ ` 3 1 I / x , h Og INSTALL RI "STOP SIGN" , 12" WHITE STRIPE LIMIT LINE Z - _ 24 ``�� . _ _ \ - -- - - 8 STOP LEGEND PER DE SHEET2. J - - - - Si�'E r /,1V LT° '22"'E' S E -r-T _ ER N I ZO 10 INSTALL STREET LIGHT; 5800 LUMEN HPSV BY S.C.E. (� 40+00 1v ZI i 41 {Op 2+001 4 +00 21 44+ i, 48100 i' �- t PAID AND COORDINATED BY DEVELOPER / -J L ,4 _1tF��ECONsU�T1 �1� L- - - -Z Z-Z -L - L _ i / / / i 1_ I + ' 18Q7���' � � C 2 MOVE EXISTING A.C. PAVEMENT. ) Z ---.-- Q _ ' _` 21 INSTALL 2" x 4" REDWOOD HEADER ._J W - J 27 CONSTRUCTAC. BERM DI-8 PER CITY OF RANCHO CUCAMONGA - - - - _ - - — _ _ Q I - _ _ STD. DWG. 104, Ul JE Z 0 Z G`� 14 CONSTRUCT UNDER-SIDEWALK DRAIN PER CITY OF RANCHO U \ V W E� '� CUCAMONGA STD, DWG. 1078 � �e � J TRACT BOUNDARY � N . 2 0 }- Z �------- �. 45+51.41 N * �uN M Z � Fr O W \ O -T CONSTRUCT DRIVE APPROACH PER CITY OF RANCHO CUCAMONGA t Q w Q W E� BRIM 3� co - z V4tf O STD, DWG IOIA W AS SPECIFIED PER PLAN. l °RAN 55 w < � wo 14 g33,9Q'S� � 7 45+�9•GG w Z 0 10 20 30`40 80 120 160 3 6 x 12 SINGLE BOX CULV T ui SEE STORM DRAIN L'ANS SHT. . ) SCALE: P = 40' FEET `- CITY OF RANCHO CUCAMONGA zzI sCM1. 1- - 40• • ETIWANDA AVENUE LAN ANPROFILE ETIWANDA AVENUE BETWEEN STA . 39+ 00 . 00 & 46135 . 00 QRpf ESS/pN • TRACT N0 . 14139 ATA ,��, ���` �►9 It APPROVED BY - DATE �-7 CURVE DA 1 A- - 'T 4 G CITY ENGINEER GGcv R.C.E. No. W 2R9 24953 DE S I Cid BY: RE(X11:'11 tC)E_D Q DELTA RADIUS LENGTH ,TANGENT oc Exp.J2 9h '° .JL AD THE Z) 4��G""& Pat&. 0 90000, 00" 35.00 54.98 35.00 ♦ ,� r pc,► ► iKEITH CIVIL �`� BY: d CIANIESFf F i OFCAO 4w au An.am OWN.8%. rse vw-� 22 oF 32� } CFS fiE:O BY: R.C.E. ND.42549 Dl��V]wl; Wi. G IT`-( DATE M. 231003 •P40e ETIWANDA PLAN & PROFILE SH7 . 13 - 198 [0,761PF : 10870 2113 09-Aug-90 11 :29 AM / 231003-999 Project Sheet of v v v v rn rn rn rn � � � � > D > I DI' sT t3TA•a r /t '� 1-' 1-� 1760.87 rC.• 8'G �"� ST. STA. 33+06.60 ST. STA. 57fGaF.&O �•- ST. STA. Z2+60.21 ST. STA. 10+39.39 1841.8r 1796.60 T•c• ►9 /D •c. 1941.o5 ST. STA 33+ 15.30 POINT "A" ST. STA 22+G7.f/ POINT "A" ST. STA IQ+44.f0 POINT "A" srsr/'► 1ot48-lefG01/1-"a"' t841.G i 1T.C. 120CF 1841.37 • t c !780.75 rC• /L'C•/• D ST. STA. 33+I11.6� D ST• STA- 57t70-00/tWr 0 D ST. STA• te4-G •2/ D ST• STA. 10+4&.04 97'er^•/Oteb•oP1641. 62 TC. 10-C-1-- /790.5& r.C. /e"Cr • / " 164-7-37 r•c. /2,,c rw GL- C•�3• L-L,l' z ST• STA. 33 + /B•00 z ST• STA. 57-t77.00 z ST• STA. 22+15.8/ z ST• STA. M+48.33 ' C. . C.B. 7C.L.. C.B. C. . C. . L; C7 C.L. C.B. L= ST"3TA• lOtGD•!P -� � � � !78!•!02 7'C•/8 C ST. STA. 33+&." ST. STA- 57-0'84.&O ST. STA. 22+BZ.Z/ ST. STA. 10+51.69 f ' 9r 5TA- /O70.If )q%N "A" N 1841.6 TC• N &W C. />'"C.P'• N 1660. T.C. le-ce /847.4/ T.C. 1781, TC. /P"CP' ST. STA 33+8!'.5 POINT "^" ST. STA 37f65.5J POINT "A" ST. STA ZZ+93.$/ POINT "A' ST. STA 10+58.37 POINT -A�- 1 1. T.C. 1 1900.5ro t C (M1936.53T.C. t C (M 18 41.42 . t C �► D D D $r: 87A•10t75•!tU)rw,aP TC• 6"C•/"• �--1 ST. STA. 33+27.89 ST. STA. 37tDO.5D ST. STA. 22+ 09.21 '..♦ ST• STA. 10+97.28 z 1841.3 Z IB Z 1936.20 • Z 1841.!6T.C. lFwUF a _Ti t CA fU LD r>u rn rn rn rn 1 87' 9TA /5167.35 �" ST. STA• 18+49.26 ST. STA. 19+71.0ST. STA. 24+04.W �- ST. STA. 34+9/.G8 M Iwo•PP Tc. 3" C • 1198-it T-C• CF 1606.07 T.C. 8"CF 1940.20 •C• 111G.G6 T 0 rSr M. /st4Q.xs MW/VV--A" 180 -so -c. /z'c n � n n 1,600-50 T- -t?-33 D ST. STA. 18+54.59 1°0 tr"C" � ST. STA• 19+75.73 Po1WT'8'' D ST. STA- P-4-V-0)0.71 MD1/Vr",f5" D ST. STA. 34+x•QQ tt71Aer '�" 009.49 C. /8"C , 1746-70 C• /P"C•P' 1 •3 1640. 72 TC• le"CP! 1777.33 T.C. /2"'C•F gT. 3T^ /C Ada Q3 z ST• STA• 19}CoS.I� z ST• STA. /9• e.'s. Ge z ST•C.L.STA. p,6t0V.d0 _ z ST• STA. 34+C7•C7 = C.L. C.B. L= 1C.B. L- C.�13. L= 2l C•L• C• L= 7 � � -i Zj Sr5r/1• /5 t50-j /lw&lr Q ST.C.L.•STA. 18+16.98 ST. STA. 19+15. '61 ST• STA• 231/l�•ab ST. STA• Adf7d.&O " ;n r790.83TG• IL"C r. y f6OG.7a •C. /2"C.f N /dat•49rC. le-C/'' ;n 1776.70 TC. /t"C•r /80!J.4Z C / C ST. STA 18+18.05 POINT "A" ST. STA /9f96.45 POINT "q" ST. STA 26t80.6G POINT "A" ST. STA-Idf71.," POINT "A" _ 9.8 T.C. 1 1806.ao T.C. t fw-CF m fad/.SZ T.C. t (M Il-18.7r0 T-C. t C m Cn Cn Cly Cl) 8T. 57?4 /3-156.69 1-"•1 ST. STA. 18+83. 38 0--1 ST. STA. 20+ 01.10• ST. STA. E6tE5•C7 11-4 ST. STA- Adfdd.c'� 1199.8 4 •c. -� Tao 3 la T�> wer -n 1641•.�4 •C. V178.77 •C. c Z /800.0'1 T•C. 8`C.F � Z F � Z Z o Z CO °' C) o v v v v rn rn rn rn 1 ST. STA. 12+38.90 ST. STA. 10+4G.BG �- ST• STA. 10+43.22 �- ST. STA. 15+48.54 e...I I. CF 1'187.05 T•C. 8"CF 1'181.Z/ T. . C 1'19'1.96 •C. 8'CF ST. STA 10+4 .Ze POINT "/'►" D T 1 ST• STA. 1Zt43.61 POINT"'B" D ST. STA. 10+91.9ro POWT15" D ST• STA. 10 +40-,e$ D ST• STA. 15+53.94 PO/Nro' 1.70 G F /787.55 T C• /Z'Cl• /767. 55 T•C. /Z"C r' /76844T.C. /2•'C F z ST. STA. z ST. STA. IU+Cc2.3ro z ST. STA. 10+5�9.7,8 z ST. STA. 19+51.04 C.L. C.B. _ n C.L. C. • L= n C• • C• • L=z1 n C.L. C.B. L= .i = ST• STA. 11=+70.009 .i = ST. STA. 10+1d .96 L = ST• STA. 10+70•eZ = ST• STA. 15+GU.Sd N ► .I CF y 1 .57 To. /Z"cr' ;n 1788.22 7-C: -le"Clm to 1768.X05 rc. 12"' CF ST. STA 12+51.G'T POINT "A" ST. STA IU+13.8ro POINT "A" ST. STA 10+7/.22 POINT "A" ST. STA 15+r-l-s4 POINT "A" C� nal.86T.C. 126CF 126C 11 .(o •C. t CF 1'188.28 T.C. 12 c uj 1199.(08 •c. 1 c D D ST. STA. la49G.58 S1. STA. 10+19.96 ST. STA. 10+76.24 ST. STA. 15+GG•54 z 1 ►. •C. Z 1128.62 Z I'�813.27T• Z 1188.50 XX Ac� Ln v v v v rn rn rn rn �•- ST. STA. 11+89.07 ST. STA. 10+70.80 F'- ST. STA. 10+74. /C f- ST. STA. 10+44.96 I .C. CF 1'1'(4. 11911.59 •C. 8 ST. STA 11*93.07 POINT "A" ST. STA 10+16.81 POINT "A" ST. STA 10+40.06 POINT "i1" n1511 .21 • • 12 C n 1175.32 T-C. t2 C n n 1100-92- t D ST. STA. 11+9A.07D ST. STA. lU+7G.70 D ST. STA. 10+79).86 196111/7'"18" D ST. STA. 10+810.10 !81 I. 19 rC• ! 'C• • /775.32 r.c. lZ CF /775. Oro 7 C. /2"C/'' 1780.93 7-'C- 1t••C•t z ST. STA. 11+97.57 z ST. STA. 10+60-f5 z ST. STA. 10+86•:38 z ST. STA. IO+G1 .4C C• • C.B. _ C• • C.B. L= 7' C.L. C.B. L= n C.L. C.B. L= .� MST. STA. IZ+0l-13-r /4T'a" = ST. STA. 10+83.GC = ST. STA. 10+°03.34 = ST. STA. 10+7/•AJC N 1611. 00 rC• !2"Cl :� 1775.35 7c. 12,'cF ;n /775.65 r.C. /2"Cr /78156 TC. 19'C.r- ST. STA 10+84.65 POINT "A" ST. STA 10+04.52 POINT "A" ST. STA 10+72.00 POINT "A" C� 1'1'15.35 •C. t 2 C Il l5. (09T.C. 1 1181 . Co 1 -ITrtr U ST. STA. IZ+13G.07 ST. STA. 10+60.50 ST. STA. 10+00.Cg ST. tTA. 10+77. JG Z ►810.69T.C. Z 1'1115.08 F Z 1119.58 •C• Z 1191.Sb r f � z Q :I;' 1 r u UJ v v v v rn rn rn rn � l �- ST• STA. 10+ 45.00r-- ST. STA. 16+59•lG ST• STA. 10+47.Bd ST• STA. 10+43.15 19093.45 IBE]9.cjlT.C. 1210.oe cF 1910.1 ST. STA 10+60.00 POINT "A" ST. STA IG+GO.IG POINT "A" ST. STA 10+4.1.60 POINT "A" n 1985. 7 • 1 0 1906. 19 • 1 ('� n 18111.4 1 D ST- STA. 10+651. 00 D ST. STA. IG+1-o1.lG D ST. STA. 1006t•d7/ 0//VT"45" D ST. STA.10448.6o 4903 78 T C. 1 'C /600. /8 rC. /t"C -C. /P"Cl !810.45 rC• /e'Cl z ST. STA. 10+C/. 50 z ST. STA. 16+G8.1G z ST. STA. IQ+66.04 z ST. STA. 10+58.6f9 REGdiSJ -1 L= C.B. L- 0 C.L. C.B. - l :, . L= 14- ST. •STA. 113+11.0r, = ST•C.L.•STA. IG+19.16 M/N ' :c T"aST. STA. 10+Goz4 L = ST.C.L. STA. 10+G/.-OW I •70 r•c. 12'c f 160'0.03 7-c. /P"C r /610.66 r o. /2"cr"• cn /6/0.57 rC. fe^Cr ST• STA 10+79. 0/ POINT "A" ST• STA 10.10/•40 POINT "A" ST• STA 10+6112.08 POINT "A" CZ - ;o 1906.7 . 77wcr m 1610. T.C. 1 1610,58 T.C. t ST. STA. ICIV7.G6 ST. STA. I16+130.16 ST. STA. 1OfCC•73 ST. STA. 10+G7.(26 18 OG.84T.C. Z 1805.65 • Z 1 BI0.50T.C. Z 1910-35 0 ro m Q v Q ° v ri ( 1 1 1 Ln � O C C) o n T D r = Im m W ` ,D M � l D^ 0-4 0 �"♦ FP-4 ST. svr -5VP,3•J/ ST. STA• 21+71.GG �--� ST. STA. 21+7�IG �- ST. STA. 10+465.00 o m 1 1119 •C• 8"C IT9 1'198.91 •C. CF D 1809.31 T.C. CF � � � n 8T87?1. mlled•D/ /�iN!" 'y"►' ST. STA 21+7G.GG POINT "A"' ST. STA Z1+84•IG POINT "A" io omni Z 184.3.22 rC• /Z"C•/= 1799.2 1 n 1-19c .21 •C. t n I� 0 O r� � 9TOr^- liettn• °J/ ST. STA• 21+17.Gro D ST. STA. 21+95• /G D ST. STA. 10*51,.00l'bfNr'*5" o A; >= Z n n /843.20 r.C. /2"C./- 99.27 c. /P"c. /799. 1 •c. / - 1605.658 rc. /2~c10 C) Z = _8T• 6TA• 3Ptcc,v z ST. STA. 21+94.GCn z ST. STA. 21+98.00 z ST. STA. 117+51,00 o rn gr 6V = ST. STA. •21+ 91.CoG = ST. .STA. .21+9Q,/C = ST. •STA. IatCo4.00 m o /84P• T-C. /2"G /`799. 27 C. / C/' ;� 99 / TC. /t"Gf• ;� 16W.55 T.C• /Q"G/"• 0 � sc m > v � S'. 5TA. 21t9Z.CC °0`. v' A' ST. STA POINT "A" ST. STA 10+69.00 POINT "A" • -p n 0 (M 1-199.27 1799 19 1 190G.61 t CA N 11; C Z D D _ W � N > D e SIM. 1 AM. of �..-� ST. STA. 21+97.CG �..♦ ST. STA. 21+96./C �,.♦ ST. STA. 10+10.00 ZIrn 0 i oOT x o r 3 /�•� rc-6"c.r- Z 1�r9a-i T.C. Z ►,96.11►. • Z 1906.59 s 3 \ sc W - ��a m m cn Z ru o .4 LAI W N ' to `° w /B75 /670 • EE STORM DRAIN IMPROVEMENT PLANS CHANNEL PLANS SH T. 14 ,e�0 FOR TRACT 14139 CHANNEL IMPROVEMENTS v _ -- —. __ r x x -Du- 6' HI H CHAINLINK - - FENCE 6" HIGH CHAINLINK FENCE SLUMP BLOCK WALL-PER h Exl-gf Row A/oter/�n�+� /G STOrvrrrm RM DRAIN PLANS FLOOD/SCREEN WALL ER STORM DRAIN PLANS �+ '• 18?0/ a� t �--- - — T 3 _ 5 4 O 36 4, 5� S3. 0 .{. ro►.r �Q' !� 4 c 1 0o / / ,, _+ , . C3 �� T.C.=le4.5 <) O 0 i S ��• a Ci �G-bloo b �2 24 _z ct . v CONSTRUCTION NOTES Q•- Gv0 23 CONSTRUCT CT 6 P.C.C. ACCESS ROAD PER DETAIL 9/2. •' Q' O r Y ':• . � CONSTRUCT VEHICLE LE GATE W/SIDE ACCESS S PER CITY OF RANCHO \ O / CUCAMONGA STD. 1006A 0 r Py L 0 T T 25 FOR REFERANCE PRIVATE MANSONRY WALL PER LANDSCAPE ARCHITECTS PLANS / (NOT TO BE CONSTRUCTED PER THIS PLAN) !h: Y • . / ,/ .•.,, �a .-=• _-' ' -.. - - 1 RE�°neE 6" x 6" CONCRETE MOW STRIP PER U4n�OscAPE P�.AvtG. CNOT TO 'IbG CorJGl_RUCTED R PE 'TI•FIS YI.PkNS + �— Ih 9 - 18 3z Dov ESS/0 Q N Q M H NQ q 25 - ctj�� No. 42549 p 0 _ Q oc O Ex 3 i o� / / 32 3 •�h P Zf& 5� OF C AI\F��� N RIDGECREST DRIVE / - V MENT o Pfd • to SEE SHEET 8_O��tE�?..�M THIN q > > +oo too - 15 CONSTRUCTION ON WI 2 ,I CITY OF RANCHO CUCAMONGA I J�PLAN FOR CON �r� Z21 RIGHT OF WAY R C BCOrin oe/to So, -Ig OvSt Len• Tanger�f s LOT " S " 8 LOT " T " 2 5,13165 50.00' 48.4&' 26.32' 221' c• _ _ - - - � � �� _ 3 N/-,2? N l,I 57 52' ��n 1�)1�• - 4 /3°18'P7'' /00,0 0 , 23.23' a Co 7' !° 9 TRACT N0. 14139 5 0�'v'Zd" 1530.40 ' 29.58' /4. 7 ' c IV5 9°30 00,w 77/3' APPROVED BY: DATE - �' 7 104° /4'04" 50.00' 90.410 64 P7' CITY ENGINEER \ Ill h 8 N44°44'04"E /40.23' A_� c ��0 R'C'E' No. 24953 DESIGN BY: -- - - THE ;;;; RECOMMENDED KEITH ���.�.�. 0. 4vep- \ / 9 5.5-50'37 ' /z0.04 !!�o.9l0 ' (03.loD' \ / t D Io 1! 5G 05 0:�" /o. O' 9. S. COMPANIES °G'� ` \ / 1 (� O 4 33 DRAWN BY: � SHEET \ I2 11° 27'40" /00.00' 20,00' /0.04' 16 N 9oz/ 'S1"h� 4. G' W ��._ 7 �•• / !A!1�MILL♦w.. OOfI.�, G N�!! oia ew oeo[ 1• 21 - — 20 *' 1 a.opOA 240 F Z2 116,R0,06-11 40. 00 82.G �7. O! 3 4 �� 14 .5 901D' 0.00 30 4 7 I S72' CHECKED BY: [ -KC.E. NO. 42549 DRAWING NO. J08 N0. 231003 8 g 15 /V 4 2'0.3 5"00 E lOro.G2' CITY DATE x-28-9 •F200 PASLO LCIS "D" S "E" - 1 / i LU,/b "t r !Ub b 2120 c', F eb-+31 03: 1 1 P1i i c�: 003--9c,9 PROJECT SHEET NO. OFZ i I 3 0 WI C �0 = a = 0 o V u- Z O Q a W (1) _ 0 0 crZ Z 0w 86 3 I 66 � Q I 1 C Z W h � I W 3 1 O � 0 0 Boz I o LOT V M W Q 0L� 4 4 32' !- W p / 3 = > �— %30 3,• h 0 0o U) I Z C!� 85 1r W (/?' 1� 54 w R w �q, 3� - 3� W _. I ) = W > UJ 4 -— tq.q 9 e2 �\ Z N st8 2 25 ,,(n+ a �lv _ ett ^=p Ftss" ,t* €TTtTFtii"tis TTTTTT T 30 / 14 1 �fl' I ��� 2 9 _ ` �r�\ Q� \ tt[/ttl[tlt- rt[ttttlTtit[ttlttt[[I/ Illlltf![ ZO O' < 1 r �trT�,�rT��,,,� _ - e , ,�. I8,� F ,5.�� V p (� �� °J -.� 3' ►tTr7rn �� q� �2 1 c 8f`�z slg `�?2 W z ` - - - — - - 2 F ��` , fly —� - - — � Z rT > 'I Z5.8h ,� t �, � 10 � �' rirrrrri\�� , M� (� � ISI�'� `n 4 - 4 _ 2.92 �,,/ Q Yt CL 2LL z 5 I I ,ray h� — =1824 'c9 ro y9 Z �- Zz � 89' 49' 00"E h I 5 fi _"Ifollill-TTl 89 49' 00E 1° ;rcrrt r,frTTTTT TTTT ZlrsTTTT4titt y� 0 0 W C4l 4 V 84 o � ti a� z ti • 0 3 0 65 � �— w 8 7 " ti W Z p '��' �'W 3 Z F- 0 I � Q0 2� 1� �� W — 55 ti 3 00 ( � C`t� O Z � Q f � � �3c, g�P � � i W 0 Lo tDW x- 30 m �Z 0 = U = - • 2Nt -- WO U w ~ = > 0 UU M' w w � X =o Q fit• 1 W a, O Oz z I N � � O; Q ' J 0- CONSTRUCTION NOTES !V 4 CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWGS. 114 I14 CONSTRUCT UNDER-SIDEWALK DRAIN PER CITY OF RANCHO CUCAMONGA STD. DWG. 1078 25 FOR REFERANCE PRIVATE MASONRY WALL PER LANDSCAPE ARCHITECTS PLANS �y z (NOT TO BE CONSTRUCTED PER THIS PLAN) N 7e° ,,183h 29 CONSTRUCT RETAINING WALL PER CITY OF RANCHO CUCAMONGA STD. 604-TYPE B 45,00*V fC� 73 HEIGHT VARIES 0.5 TO 3,53 23+00 _`760 85 30 CONSTRUCT CONCRETE SWALE PER DETAIL SHT. 26 o86 DATA N + 3z 32 1M R�ANCE 6 x 6 CONCRETE MOW STRIP PER I-ANv"-X-AM 'PANS 25 NoT o N. -t Ppb LA N C CoNSTiZ�C-OCPER THl S P 32 3t' Q z4 3t �8 a Q BEARING/ DELTA RADIUS DIST./LEN, TANGENT -` 1 5. N 89-59-38" W 16.54' 25 3G N 45°00'22" W 10.55' ,1� z 27� s' 2 3 N 89059'38" W 99.99' u �'�Fs,rt�l�l.rTc rrr�rllrr�t�rlr[.e.rra[��[ � , �QF ESS/0 �C 2 lrTSRtts► 4 13.67' ar[�tr�.[�r • , .'i ,t \ � 30 ►•,r�,l� N 76 21 00 W4e 10 Nq� 50.00' 51.65' 28.39' '�•' 5 59°11'00" 23 e •. o � ., h r.r)►lllirll_ . rrrr[[ }'L r- . 1 - - 8`35 30 36x3 1 ►r flrl►l N 74°30'00' 48.18' G Q - :IB G t lrrlrr" v �C7 rn 3 8� " '•I o 1- -- — — - — .� �, 74 `1 3835,07 5�$_ tit l/t_[[.Itlllrrr� 7 N 81°30'00" W 111.86 ,&, M0. 42549 29 r _ 5 _LL WF � 4 • 4 . r3 . s 6 N 8949'0 E ' Exp. O 3� DB 9 �•� - z B � 7 3 E 39.6 2' - N 9 - . 11r e r i rte- _ I/� n r 8 t T - L ° �1 Q . ' i� 23.54 = rrr,T,-T t o � -� - � - _ � N 47 09'00' t \. � T,r C _ � F I 30 _ 0 �' V — 8 •r' J / - O B35 O 31 $.( __�� 4 �ep-�� �1 34°23'00" 50.00' 30.01' 15.47' �Tf OF ( AI���� a � � / Y rY-rT1'1TTT- -rTF_FT"a-�-TTf-T _ '� ��183N:p W = 2, LOT W ,— — _ ��� o %s LOT V �3 f[TfTT � ,� W �.�? 5i• 25 CITY OF RANCHO CUCAMONGA O> Z Z 3 y11�� 21 60°00'22" 50.00' 52.36' 28.87' 0- O ���� 2�.3' rC';�� g I!_ 16 N 60000'00"W 43.94' x p-j 74 20.5' =%2s.92 17 N 89°59'38" w 61.35 28.34' !� w � 0 I W o�c N 1 N 4459'38" E LOT " V �� � LOT W 0_ Z 19 N 89-59-38" W 16.54' w U) 0+ 8 r M y1� Z -O N 00000'22" E 57.51' LL V N C'tg2 W 89D49' 00 E 21 N 83°45'00" W 229.17' 01' TRACT N0. 14139 O w %I Q; 8 N 56°30'00" E 27.40 c '�� >" � O Q 3 �+ ° APPROVED BY: DATE J-7-EX ! 58.64' 00• Q: 3 01 23 8 00'00" 420.00' 29.37' CITY ENGINEER RCf_ NO. Wo H f ltu ,"` 95 I I t 0 ° 24953 � W f 24 N 55 00' " W 19.75' F- in _---- ,w«Ioa v- _ ��� �� _ LL O N 83°45'00" W 212.79' DESIGN BY: THE wel. j «I,lOttllr RECOMMENDED r� p r U O F- N 63°30'00" W 32.33' G. KEITH -MIC �G���.►�1e9(�P� W 0 \ ~ �_ 0 7 29°49'0 50.00' COKPANIES t 0 26.02' 13.31' - -� W DRAWN BY:Z SHEET • !M�RILL A,l.. OQTA HIM. G U'!°° OI.I !.o oseo 0 1 z -- 1 G � OF 32 Z /11 n 25 w Z CHECKED BY: 4/&Y�&AIJ R.C.E. N0. 42549 DRAWING N0. W Q 0 I. cW �J o CITY DATE ':5'28 r91 JOB. NO. 231003 / I� . U_ I U t CItJ.� �? PROJECT SHEET NO. _OF_7_sX 1 32 Z ` O `� 2' CC �.. - - CCW Qo o V '0 A� R CpNSTRUCTION z .� PLANS FSO 20+OCE) N 785.00" ��,( PROv MENw 1•� a \ VARIES: 6" MIN, a 12' MAX. M. ,�. 5T /g�o0 OF 3" THICK CONCRETE of, G l ��1t� WITH 6"x6" 1/4x1/4 WWM R� 3z , N Y CONCRETE SWALE 2 . • : ' O N.T.S. 30 119 /4ti 0 �- .45 s� SCh _j _ oto Q^ Q z V >tr) 4 , W SEE SHT. 8 RIDGECREST DRIVE N 89030' 00"W o OF STREET _ N 89' 30' 00"w IMPROVEMENT PLANS 3o 17+00 P FOR CONSTRUCTION WITHIN 18+00 100 ��, RIGHT OF WAY phi 14 101 ��� •� � ` • ,r �� 32 sus 15 Ok- 3,2 N Boo N-a, 25 �Z• ��:, �� 14 I���• r; 11.75' / r � •' . M°fes ( L 0 T "Y" A 2 LOT text$ • \ 25 N_ 9 CONSTRUCTION NOTES s 13 JM CONSTRUCT SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWGS. 14 a e � 13 /� �, 25 3� i I /� M 5 2g FOR REFERANCE PRIVATE MASONRY WALL PER LANDSCAPE ARCHITECTS PLANS. 1 14 6 `t 795 (NOT TO BE CONSTRUCTED PER THIS PLAN) s 115 30 CONSTRUCT CONCRETE SWALE PER DETAIL SHT. 26 MzI FOR REF'E'ZA415 6" x 6" CONCRETE MOW STRIP PER LANDSCA?G PLPNG . 14. �i 25 32 (NOT -tm P-DE CONg-rRUCTE'D PER THIS PLAN 15' 7' 10 oQFE,S/9'v �\F,� /795 2 t /790 W No. 42549 T i790 z: flc Exe_A�11 �I TRACT BOUNDARY • 2 ��o ��� 32 . DATA 0 IBEARING/DELTA RADIUS DIST./LEN. TANGENT CITY OF RANCHO CUCAMONGA TRACT -3P2 1 • • 1 N 06°02'00" E 86.01' 2 N 22900'0" W 182.05 ti3r 3 13°53'19" 260.00' 63.02' 31.67 LOT ,.X., 8 LOT "'Y" 4 N 08000'00" W 115.68' °• 5 N 36°00' 00" W 43.09' G N 06.02'00" E 128.25' TRACT N0. 14139 7 35°6'56" 50.00' 30.64' 15.82' 6 N 14°45'00" E 28.52' APPROVED BY: 7 DATE i -;;z-j6 `Q 9 "N 00°30'00 103.88' CYTY ENGINEER R.C.E. N0. • �I;,� �P `_ 1,0 N 07°30'00" W 35.66' _ 24953 5� ��.�� Q� V II N 89°25'31" W 49 78 DESIGN BY: THE Aft,R;� RECOMMENDE D IWIL 5 p� �G� Q �`U• Iz N 22°00'00" E 8 D. KEITH -�.,,�.Iw paA����,I \��' 13 N 00°3 105 80 COMPANIES ��; SHEET 0 00" E .82' DRAWN BY: !M!1M MILL AK.. 0°•TA MM. G!R! 0111 •Ip 0.00 N 22°00'00" W 30.00' 1&3,� 26 OF32 V t5 N 89°30'00" W 50.37 CHECKED BY: & .C.F_ N0. 42549 DRAWING N0. CITY DATE 3-z8-9 I JOB NO. 231003 A/0 0 _ 0 p20 poseo lot - 171 'LL'_' ­'bj FF : X0870 21119 2;'-Feb-91 03:09 t i2:5'0;j3: CSA PROJECT SHEET NO. OF-7--:k—