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HomeMy WebLinkAbout1727 BENCHMARK NO. 10051 -, E A/ -o BASE L/NE 0 CUCAMONG4 BM 10051 1987`Ar 7H RNER OF ROAD AND SWANSON PLACE 025 MIL f 5 T OF EnWANG4 r U - AVENUE, AT SOU7HEERL Y END OF CATCH BAS/N 2 FEF/ NORTH OF CURB RETURN. ELEVARON,• 1300686 P*t S1 R E] BOTANICAL NAME COMMON NAME SPACING SIZE QTY ETIWANDA A N/O EUCAL YPTUS RED GUM J0, O.C. 5 3 AIULFOOTHILL CAMALDULENS/S GAL. F COL ONNAOf OR. PYRUS CALL ERM A BRADFORD PEAR 20' O.C. 15 21 BRADFORD" GAL. MAROUIS PL, RHUS LANCEA AFRICAN SUMAC 20' 0.C. 15 14 SOUTHWEST CORNER OF BASE DINE ROAD AND ETIWANDA AVENUE 64L• ELEGANCE DR. PYRUS CALLERYANA BRADFORD PEAR 20' O.C. 75 16 "BRADFORD" GAL. / ❑ IF CHECKED, SHOW TREES 4'M/N. 8f-HIND SIDEWALK AN AREA OF INFLOFNCE) ON THE PLANS, OUE GENERAL NOTES GENERAL NOTES CONT/NUED CONSTRUCT/ON NOTESOYANTIT ES TO INADEOUATE ROOM /N FRONT OF WALK LAPER _ _SO/LS ENGINEER _ CONSTRUCTION NOTES FOR STREET TREES: 1. ALL WORK SHALL BE DONE /N ACCORDANCE WITH THESE PLANS, THE PROVIDED FOR YOUR CO/VVENIENCE ARE THE FOLL OWING' I CONSTRUCT 6" A.C, OVER 6" CLASS It AGGREG47E B4SE (BASELINE RCAD)+ 17680 SF JOHN LANG HOMES GEOSO/L 5, INC. CITY OF RANCHO CUCAMONGA STANDARDS AND THE ,�TANOARD 1. ALL STREET TREES ARE TO BE PLANTED /N ACCORDANCE WITH CITY SPECIF/CAT/ONS FOR PUBLIC WORKS CONSTRUCT/ON - CURRENT E0/770N, A. SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT ('818) 969-7911 CONSTRUCT 5" A.C. our 6" CLASS // AGG'REG4TE BASE (EPWANDA AVENUE 65.5 SF 10737 LAUREL STREET SUITE 280 1446 E. CHESTNUT AVENUE STANDARD PLANS. /NCL UD/NG ITS ANNUAL SUPPLEMENTS OF AMENDMENTS: CONTRACTOR MR. BOB STALLINGS RANCHO CUCAMONGA, CA 91730 SANTA ANA, CA 92701 SHALL BE FAM/L/AR WITH AND SHALL BE RESPONS/BLE FOR ADHERENCE FOR BASE L/NE ROAD CONSTRUC770N O CONSTRUCT 3"A.C, OPER 4"A.C, CLASS // AGGRE64TE BASE 4,5722 s F (909) 481-7700 (714) 647-0277 2. PRIOR TO THE COMMENCEMENT OF ANY PLAN77NG, AN AGRONOMIC (INTER/OR SrR=). STERE MOF 7A- ANNA SCOTT SO/LS REPORT SHALL BE FURNISHED TO THE CITY INSPECTOR. ANY TO THESE STANDARDS AND SPEC/FICAT/ONS B, GENERAL TELEPHONE 1-800-483-3000 4 coNsTRUcr 8" CURB AND GUTTFR TYPE A2-8 PER C/7Y SID, 104. 1649 L.F _ENG/NEER UNUSUAL TOX/C177E-5 OR NUTRIENT DEF/CIENC/ES MAY REQUIRE 2. ALL PIPELINES OR SUBSTRUCTURES OF ANY K/NO, TELEPHONE OR POWER 5 CONSTRUCT 10" CORIZZE CURB AND GUTTER PER C/TY STD. 105-B. 105 L,F - BACKFILL SOIL AMEN0MEN75, AS DETERMINED BY THE CITY INSPECTOR. POLES, WATER METERS, VAL VES, FIRE HYDRANTS, ETC. SHOWN OR NOT C, SOUTHERN CALIFORNIA GAS COMPANY 1-800-427-2200 RES. KWC ENGINEERS /NC. SHOWN ON THESE PLANS WITHIN THF RIGHT-OF-WAY L/M/TS' OR /N 216 N. EUCLID AVENUE 1-800-427-2000 COMM. 6 CONSTRUCT 6" CURB AND GUTTER TYPE A2-5 PER CITY 57D. 104, 2547 L.F � J. ALL 51-RE-ET T7?EE ARE SUBJECT TO /NSPECRON AND ACCEPTANCE AGt/ACENT AREAS WHERE IMPROVEMENT WORK /S TO BE DONE 1269 W. POMONA ROAD, SUITE 104 BY THE ENG/NEER/NG D/VISION. SHALL BE ONTARIO, CA 91762 O CONSTRUCT CURB AND GUTTER IRANS/770N FROM 6" CURB FACE 55 L•F CORONA, CA 92882 REMOVED, RELOCAIFD OR PROTECTED /N PLACE AS REQU/RED AT NO (909) 7,34-2130 4. STREET TREES ARE TO BE PLANTED PET? PURL/C /MPROIfMENT PLANS COST TO THE CITY OF RANCHO CUCAMONGA. D. CUCAMONG4 COUNTY WATER D/SIR/CT (909) 48..3-7440 ro 10" CURB FACE M/KE RE-ILL Y ONL Y. 10440 ASHFORD STREET 8 CONSTRUCT ACCESS RAMP PER CITY SID 102. 4 EA. 3. ANY CONTRACTOR Pz-RfnRM/NG WORK ON THIS PROJECT SHALL RANCHO CUCAMONGA, CA 917309 CONSTRUCT 4" THICK, 4' WIDE P.C.C. SIDEWALK PER C/TY STD. 103. 8204 S F FAMILIAR/ZE HIMSELF WITH THE SITE AND SHALL BE SOLEL Y RESPONS/BLE FOR ANY DAMAGE TO EX1577NG FAC/L/TIES RESUL TING DIREC7Z Y ORE. METROPOLITAN WRIER D/SIR/CT (909) 59.3-7474 Iv CON57RUCT 4" THICK 5' WOE P.C,C. SIOL-WALK PER C/TY SID. 103. 8945 S F INO/RECTL Y FROM HIS OPERA77ONS, WHETHER OR NOT SUCH FAC/L/TIES ARE SHOWN ON THESE PLANS. 700 N. MORENO AVENUE TOA CONs7RUCT 4" /NICK, 15' WOF P.C.C. SIDEWALK PER CITY STD, 103 15JO S.F I LA VERNE, CA 91750 j II 11 CONSTRUCT GRNE APPRC.�4CH TYPE R-1 PER CITY SID. 10>. (IV-PER PLAN) 31 EA. 4. A PERM/T SHALL BE OBTA/NE77 FROM THE CITY OF RANCHO CUCAMONGA F. COMCAST 909 983-9895 "' ' ( � I2 INSTALL STREET NAME S/GN PER C/7Y STD. 401-A. ? EA "' � � �� � � � _ _ _ - PUBLIC WORKS, ENG/NEERING DEPARTMfVT PR/OR TO ANY 1205 DUPONT ST. (PORRON OF RED HILL) ENCROACHMENT OR CONSTRUCT/ON WITHIN ANY CITY OF RANCHO ONTARIO, CA 91762 L� CONSTRUCT CROSS GUTTER PER C/IY STD. 106-A 2007 SF CUCAMONGA EASEMENT OR RIGHT-OF-WAY. /5 /NSTALL 95017 LUMENS N.P.S.V STREET L/CHT BY S.C.E.; PA/D FDR AND 8 _ BfiS� .,::: ,,, .aea,F,,_, .< . ....... ..................... _. 5. ALL GRADE STAKES SHALL BE SET BY INE C0ArrNACTOR OR ENGINEER. G. MARKS CABLFWS/ON (909) 987-6275 O Co�oRDiNATFD BY THE DFt�[oPER -- - 4 e _ PAVING STAKES SHALL BE SET AT ALL HINGE PO/N75 EDGE OF 10808 FOOTH/LL BL VD 1120 (909) 880-0222 � -- - INSTALL 5800 L UMENS H.P.S.V STREET LIGHT BY S,C.f PAID FOR AND PAVEMENT PO/N75 WITHIN 0.01 FOOT OF SUB-GRADE ELEVATION AND AT RANCHO CUCAMONGA, CA 91730 I� CooRDiNArEO BY THE 71 EA' DEVEL OPER. NOT MORE THAN 50 FOOT INTERVALS. ADD177ONAL PAVING STAKES MAY Rte- BE REDO/RED BY CITY ENG/NEER AS NEEDED AT WARPED OR VERT/CAL n INSTALL REFLECTANT HYDRANT MARKER PE77 CITY SID 1 J4. 4 EA. CURVE AREAS. IB REMOVE EX/ST. AC PAVEMENT 65.J5 S F, 19 CONSTRUCT CURBSIDE GRAIN OUTLET PER CITY STD. 107-A 1 EA. 6. ALL SEWER, WATER, ELECTRIC, GAS, PHONE OR O1HfR U77L11Y LATERALS, Rte, ,R�y �.-._;� « 1._101 L ...7 0 ,._--, V.; ... MA/NS, OR CROSSING SHALL BE CONSTRUCTED PRIOR TO PAVING. `a-'- - '� - ?0 CONSTRUCT BUS BAY - R/CHT TURN LONE PER CITY STD. 119 4728 S F. f0 OR /2' 120' VAR/E'S Y - i 7. COMPACTION IFSTF OF EMBANKMENT CONS7PUC17ON, TRENCH BACKFILL, L4NDSC4PT 60 60 12 'u/N 21 CONSTRUCT 4" /NICK, 5' N7DE PCC S/DE)f'ALK PER C/7Y STO 10,J 2430 SF. COMPACTING ORIGINAL GROUND AND ALL SUB-GRADES SHALL BE IM IJOR 4T OR 49' 4T OR 49' >3' PERFORMED AT NO COST TO THE C/7Y OF RANCHO CUCAMONGA. A VL 11' 40' OR 42' 1 40• �1 CONSTRUCT e" CURB ONLY PER CITY SID. 104. 390 L.F. WRITTEN REPORT W/171 INESE COMPACTION TESTS SHALL BE SUBMITTED �OSCAPE 1.5z, MIN 7' 7 2_� CONSTRUCT OR/l�£WAY APPRQ4CH TVP£ C PER CITY SID. 101 1 EA. I TO THE CITY ENG/NEER FOR APPROVAL PRIOR TO THE PLACEMENT OF PANS�` g f t� _- - VARIES 5' 4 ? A/A,Y. 3' ,37 PRONDE 2" GAL VAN/ZED S1ZrFL CONDUIT iNIN 1/4" NYLON PULL ROPE 2232 L.F. - - - -- ---•�- ' BASE MATERIALS AND/OR SURFAC/NG VA 33' TO EX/S77NG MEDIAN 3B PROVIDE PULL BOX NO 5 5 EA. 8. AT THE COMPLEPON OF PAVING A MA7FR/ALS REPORT SHALL BE 1 Tp PTR N P A/ TNI H 6 SF tt" f� ` J t SUBMITTED TO THE CITY ENG/NEER. L1577NG ALL 7FSTS OR (1.79 - 39 CONSTRUCT INTERCE O ORA/ PER DET L Gw S S EFT 5 / P / ? 2 09 V=4Rr - -- DETERMNA170NS COMPLETED TO VER/FY STAB/L 7Y OIL CONTENT AND - - 4o CONSTRUCT 12" GyA. MIN ROCK PIP RAP 56 EA. - _ _ t21 I !� GRADA770N OF ASPHALT PAVING. f(- - {` ;_ - - -{� �_ - - - � y __ _ .._ _ _, �,�� . t NC L/NE - - J- 41 INSTALL 24" C.M.P. ORALN P/PE 41 LF - - - - - -' -- - - 9. PR/OR TO INSTAL CATION OF ANY PAVING, A MATER/ALS REPORT SHALL BE 1 PRO _ ExISnNG /MPROIEt/ENTS --- -- -- - PROPOSED 3 45 CONSTRUCT 13" PIPE C.4 7E WITH PAXOCK AND KNOX BOX. SEE C17Y STD. 56 EA. SUBMITTED TO THE CITY ENG/NEER. LISTING ALL TESTS OR 1006-A FOR GATE' FABR/GAnON. DETERM/NA170NS COMPLETED TO VERIFY R-VAL UE, SIEVE ANALYSIS AND 8454' LINE ROAD CONSTRUCT P/PE HEADWALL PER CAL TJP"S STANDARD PLAN 989 1 E,• rs 17 tv an SAND -OUIVALENT OF AGGREGATE BASE. - - 46 AND W/NGWALLS PER CAI rRANS STANDARD PLAN 984. WALL TYPE A ; N07 TO SC4L F O ANGLE OF FLARE = 45; DISTANCE M = 6.13' ' 10. PAVING SHALL BE PERFORMED IN ACCORDANCE WITH R-VALUE AND n = 9.0 R = 20 STRIPING AND 1J?AfIC SIGNS 1 [s -- PAVEMENT TESTS TAKEN TO DEIERM/NE STRUCTURAL SECT/ONS. R/W Rte, CITY MINIMUM SECTJON. l2rR/FY PR/OR TO /NSTALL4nON ❑ Or -V-� 11. WHEN IMPROVEMENTS ARE TO BE PLACED ON NA77VE SOIL WH/CH 100' 0 100' 200' CONSISTS OF A ROCKY MA7FR/AL, INE SUB-GRADE SHALL BE PREPARED 1� R11W R1'W BY REMOVING ALL ROCKS WHICH PROTRUDE ABOVE THE SUB-GRADE AND SL'' L4NOscAPE 53' So' ALL VO/DS OR DEPRESS/ONS SHALL BE FILLED WITH A FINE GRADE 18' j, 32' 32' 18 [Or s' AIIA! SCALE /N t 4'7 MATERIAL OF A QUAL ITY BETTER THAN INE NATIVE MATERIAL 1.5X MINj PAE[R�/MET££E7p 2' 2' 6.5' 11' BUS ,3C5 J2-J6' ?.5X MAX. [ANDSCAPE 0.5' BAY-RT TURN 2' /0' 21' 12. IF 7RE- ASPHAL T CONCRETE /S TO BE PLACED ON SUB-GRADE, A SOILS 0.5' 5' 5 23 PLANS PROPOSED SHEET INDEX INDEX -1VA11STER/LANT REG/S7FRED BY THE E.P.A. FOR USE UNDER A.C, AND P.C.C.SHALL BE UN/FORML Y APPLIED AT THE MANUFACTURERS RECOMMENDED 2 ? PAD SHT. NO. OE-SCR/PT/ON - - --- - 1.5�' M/N. RATE FOR THE FULL PAVEMENT WIDTH PRIOR TO PAVING 1I 7X1 27 � 2 59 MAX t 1 TITLE SHEET 1,3 ES77MATE OF QUANTITIES /S PROVIDED BY THE ENG/NEER ONL Y FOR THE PROPOSED ?y; _ _ _ -� _ [ ? 10 1 1 2 ELEGANCE OR/VF PLAN AND PR0f7LE EX/STING SURVEY A�IONUM£NTARON CONVENIENCE OF THE DEVEL OPER, THE CON7PACTOR SHALL MAKE HIS PAD •. - - -_ - :rCk 79 t) 1, 29 �' S4w UT INC- _�- J � ` ?X I (�'---� �=�fJ 3 MAROU/S PLACE PLAN AND PROFILE � OWN DETERMINA77ON OF CONSTRUCTION QUANTITIES BEFORE SUBMIT77NG - 7` �l. k:, 4 COLONNADE OR/VE PLAN AND PROf7LE A B/D. ANY ITEM OF WORK REQUIRED BY THESE PLANS WHICH /S NOT PSEo Ex/snNG /MPRo E�vrs Fu7URE - ,,:4.}T„ Via:; / HEREBY CER77FY THAT / KATE /DENnf7ED ALL swRf ' mowmvENIS OF RECORD /NAT COULD O 10 /MPROIEMENIS /MPROVEMENIS 11 ���'� SAW L/N BE DISTURBED BY THIS PRGUECT. ALL 5410 M0NUMEN75 WHICH CURRFVTZ Y EX/ST IN 7NE SPECIFICALLY L/STED IN THE ESTIMATE OF QUANTITIES SHALL BE /B BY DINERS 5 BASE L/NE ROAD PLAN AND PROFILE f7EL0 ARE SHOWN ON THESE PLANS AND ARE OL�SCR/BED AS FOLLOWS CONSIDERED AS INCLUDED /N 77.1E OTHER ITEMS OF WORK. PROPOSED IMPROVEMENTS EX/ST7NG /ARWO fYEWS FUTURE EPWANDA AVENUE18 /MPRoIEMENTs 6 E77WANDA AVENUE PLAN AND PROFILE WOW 14. STJPEET SIGNS' PER C/TY OF RANCHO CUCAMONGA STANDARD NUMBER FROM STA. 3f06,02 TO STA. 4f 11,D9 BY OTHERS FROM BASE LINE- ROAD AND EPWANDA AVENUE TO SCALE 04MO..• jLQ�_ � p 401 SHALL BE CONSTRUCTED AT EACH INTERSECTION - NO - ETII�YANDA AVENUE SIGNING AND S7PIP/NG PLAN 1 KENNE1N w CRA�RD ✓y�� T R.C.E. 26928 O / APPROVAL F P T / H P M s .f1?N STA• &3f 46. 18 TO STA. 5f 17, IJ 8 BASE LINE ROAD PLAN AND PROfl f- W 15. CITY ROV L D LAMS DOES NOT REL EYE THE DEYEL OPER FROM 77 8 o R 20 __ _ RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISS/ON NOT TO SCALE O DISCOVERED DURING CONSTRUCT/ON, UPON REQUEST INE REQUIRED PR/VA_TE ENG/NEER'S NOTICE TO CONTRACTORS n - 80 R - 20 Cm PLAN REVISIONS SHALL BE PROMPTLY SUBM/TIED TO THE C/7Y ENG/NEER _ DESCRIPTION OF REVISION DATE APPROVED: FOR APPROVAL. 44 THE EXISTENCE AND L OCA TION OF ANY UNDERGROUND UTIL/TIES OR 16. WORK S/IE AND EX7ER/OR STTEETS SHAL L SE /N A NEA T, CL ERN, STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF .� R� 50'1 R CITY OF RANCHO C U CAM 0 N GA HAZARD FREE, ORDERLY STATE, THROUGHOUT CON577PUCRON. 5/7F A VA/CABLE RECORDS; TO THE BEST OF OUR KNOWLEDGE, THERE ARE NOW -TO' jo. SHALL BE CLEANED UPON REQUEST OF THE INSPECTOR, EX/577NG UT7L/77ES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTACTOR /S Rf-001?ED TO TAKE DUE PRECAUT70NARY MEASURES TO AVENUE 12' 18' 18' 12' TITLE SHEET ~��� O5' 4' 4' 0.5' 17CONTACT ALL U77L/TY COMPANIES A REOUIRED48 HOURS PRIOR TO PROTECT THE UTILITY L/NS SHOWN ON THESE DRAWNGSTHE TRACT N 0. 159 47 f-XCAVA770N. CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UT/L/IY P/PES, CONDO/1S OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. BASE LINE Rca4D 1 STREET IMPROVEMENT PLAN THE CONTRACTOR AGREES 1hG4T HE SHALL ASSUME SOLE AND COMPLETE 0.0' Underground Service Alert RESPONS/B/L/TY FOR THE ✓OB 5//-E COND/T7ONS DURING THE COURSE OF XV07HILL BOULEVARD I [ERZ L/NE 2�' SOUTHWEST CORNER OF BASE UNE ROAD AND ETiWANDA AVENUE v CONSTRUCT/ON OF THIS PRGVECT, INCL UD/NG SAFETY OF ALL PERSONS - QROF SS/0 APPROVED BY: '//,, DATE: F.• I QAC• W.CRgk� ! CITY ENGINEER t,f,((,C(,t.� L( RCE: 24953 AND PROPERTY,• THAT THIS SHALL APPLY CONT/NUOUSL Y AND NOT BE i- � �r � �9 O . Cali: TOLL FREE L/M/7ED TO NORMAL WORK/NG HOURS- AND THAT THE CON7RACTOR SHALL Z p PROJECT 9 a ` ��a `y - DE-FEND, /NDEMN/FY, AND HOLD THE OWNER AND THF ENG/NEER HARMLESS � � � 6 � 6 � � .` � DESIGN LAN PPE FARE[) B. RECOMMENDED � ._. FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, /N CONNECRON WITH THE Z y L OCA TION �, � m s _ PERFORMANCE OF WORK ON 7H/S PROJECT, EXCEPTING FOR L/ABILITY a Exp. 3/31/01 MVG _1 -800 ARISING FROM THE SOLE NEGL/GENCE OF INE OWNER OR THE ENGINEER. � DRAWN SHEE I ,► TYP/C,�L INTERIOR SIRE * * ENGINEERS, INC. 422--4133 - - � Ek 1 .r ��.Tk„ � wFtnGFMEHT CONTRACTOR SHALL Vf-RIFY ALL COND177ONS AND D/MENS/ONS AND SHALL NOT TO SCALE SlgT CIVIC ���P LRS =s9 w �f w r. ,58•� 134 2�b 1 of S o REPORT ALL DISCREPANCIES TO 7NF ENG/NEER PR/OR TO THE KC/N/7Y YAP �OF m\` CHECKED _-__. _ R.c,E• No 26928 DRAWING No. TWO WORKING DAYS BEFORE YOU DIG COMMENCEMENT OF WORK. - N7677 = s0 R - 20 MDR DATE 3-31- 1 FlLE No 1 727 PROJECT SHEET NO. OF BENCHMARK NO. 10051 ' 2' BRASS DISK IN CONC. CURB STAMPED _CITY Of' RANCHO GUCAt1IONGt! 601/ 10051 1987 AT AHE N/JY CORNER OF BASE LINE } 1 t 1 14!'.140 AND SWANS'ON PUCE 0.15 MILES NfE;S'T OF E77WAN04 1 i 1 r a 1 r 1 r 1 I I 1 t { { 1 f 4 AVENUE, AT SGIUTNERLY END OF GTCH 64S/N 1 FEET NORTH OF r CURB RE7URN, , , < , < • : , , t 1 # A N• 1 ELEY T/t? .TA7.686 } < /*y : i , , , - {{ , '614 '514 ZY4 ! '614 h14 14 I jt I i t 1111 + { i :W t i 1 # } I i : , } 1 1 • .+ (} �/✓�}/'�� j/)� J/ fir/ C j��j/'�� I>f� S�D �V �irI COM9 T Mf z`stt �b � 1 f t f 1 < 1 ; { t ; : , 1 1 1}}II i , 1 � F I { , 1 t ; {{ t : < pp ; 1{ : � 4 4 4 4` # 7 ' 4 I I 1 � 1 1 1 1 I { t f i I f f ; f , 1 1 . , , , , t < r _ .-a ._..... .. .r .. ,.. ..... ,. .:............... ......... .. ,............. .,. .... .., ...._.... _ ......, _ - .... ........ ., .. ... ._. ....e..-.. ..- -.....-.. -. -.._ .. ... ...-...... .... ... ......,.. .-.. ............ .... ......>.. -... ... .. ... -....... .... ... -._-. ... -.. .....;.. .... ..... ... ......... ... _ .. a .. {.. - -. ....-... ..._ .....< .... .. .. .... ... -.. .... , A 1 I {{ b f 1 b �J a i r , 1 I i V Qj tt�� Olbf�„SE`© f .s. tom: ,4i �, .� ir , s , t : A" t I i , , } ' , 1 5� tr1.?9 } I 1. 1 I f - for I B 83 3 # I 1 I , 1 : : < : k } I , ! 89 4 Pt�PT dt? t a0 t r i + I i r , k � '6/ t ia} P&17_86.05 1 , ; r { 4 r# , t r , Q ,. � � .� � � �f b � r• , O h �hVVV ; , g17% 44 { : 2 f f4L A �n TCI : i , : h # t t I : : , 1 : r , } j 'T�' I , , ; 1 a f , { 1 # j } 3 t { I ! I # F tt ; , { a # 1 1 Y } ! 1 I t t t t t } 4 I I I f { 1 # f { i t ; + : j < 1 r , # r r , : , : : I : , , : r : + 1 t CAUTIONi + } j J } 1 , { : : PROF/LE SCALE _ _ .. , _ 1 1 # � 1 f , i HORIZ j .. I i < INERT. = 1 "-4' j T i , ; I t 10+00 11*00 12+00 13+00 14. 00 15+00 ONSTR cmy NOTES.• OCOVSIRUCT 3'AC. OVER 4'AC, CUSS // A0,GREG47F 845E (/NIFRIOR STR=)* C/7Y MINIMUM S-1-MON VFR/FY PRIOR TO ^57ALUT7ON O6 CONS7ftCr 6' CURB AND GUTTER TYPE A2-6 PER CITY STD, fO4 G6WSTRUC'T CURB ANO OU77ER MWNSIT/ON FROM 6" FACE CE O7 TO 10" CURB FACE, OB CY•WSTRIVr ACCESS' R4VP PER C17Y = 102. M.4RQU/S PLACE ET/WANDA A VENUE Q CCWS'MtVr 4' 7HICK 4' WDE PC C SIOEWALK PER C17Y 57V 10.E SEE SHEET NO. 3 SEE SHEET NO. 6 11 cotes Rtvr Dew,APPRt7ACH TYPE R-1 PER CITY S7D, 101. 11!012 B8 17'ST. w INSTALL 58010 LUMENS H.P.S.V, SI)= L/GHT BY S,C.E,• PAID FOR ANO ' 22 �, i S g g S 0010ROINArED BY 7HE DELELOPER, 40' 0 40' 80' 120 ^ I I7 INSrALL RMICCTANr f/YDR4N7' MARKER PER CITY S7D. 134 PUNT 7REF PER TABLE AND VO= AVR 5-1RE£T 7REFS ON SHEET 1 (71W) SCA[t N t i � r V 11 I1 1I 1! 17 11 I1 { I6 10+63 61 ''� W 16 w 1 I a i ; ip p \ cp O M �O ^ h w M .. ^ h •. OCR 116.79' a ^ � ji � 3 b c� a * ^ b ^ N h ^ w 7 54.87' 72,010' ^ 7? ' 0-NI 72 010' 7?.G10' M.8?' q b I c►, cA A - _ . I 5�J,+77�\ wA 1)41V£= 4+6392 ETI VFN £ o 6� 13 14 o w�16 _ tG tp N 89 55"I9 9{ 16, fo*00.00 EZEG4NCE Di4/VE= S� ZG 9 .____� _^__.._ 10*00.00 MARQUIS PLACES 14-40 B 147-29 p7.?9 = 27,50 70,00' 70.00' 70.00' 70.00' (e� 2.7.x'— -A_ I ( Q) b 16.30 �J ECR 6 0 II , II I/ 11 II 1/ � � 16 ICrry 24 II $ DESCRIPTION OF REVISION DATE APPROVED: N CITY OF RANCHO CUCAMONGA 1125 ry 26 h 27 N 28 h 29 h h a o �' 32' ELGANCE DRIVE ET/WANDA A VENUE- TRACT N0. 15947 ELEGANCE DRIVE SEE SHEET NO. 6 STREET IMPROVEMENT PLAN o Q RT QROF E SS/04 L q FROM STA. 10+00.00 TO STA. 15+37.77 0 A 90'0646" 35,00' 5507' 35.09' ,`�� a Fy APPROVED BY: DATE: B 8951'14' 35.00' 5489' 3491' � Z CITY ENGINEER (,l,Gv G RCE: 24953 010 0rn 'D_ 10. 1" 102 010' 17.80' 8,92' w No. m r*T D 10956'12" 58,010' 111.29' 82.74' °� PLAN FczE�nrzE�, �,Exp, 3/31/01 DESIGN RECOMMENDED E 1000,01" 10200' 17.80' 8,92' * * MVG F 8956'10" 45.00' 70.64 44.95' CIVIL G 8956'10" 2700' 4238' 26.97' lbi DRAWN " ENG/NE£RS, /NC. 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