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HomeMy WebLinkAbout1141 ' GENERAL NOTES BENCH MARK: POW • • A* NOTE : ALL DRIVEWAY STATIONS 1. All work shall be done in accordance with these plans, the City of 19. The final or surface layer of asphaltic concrete roadway :5--lo �,,,, _ BENCH MARK NO. 96-B ' Rancho Cucamonga Standards and the Standard Specifications for Public pavement shall not be placed until all utilites and utility �, AT THE NWC OF HAVEN AVE. & Works Construction - current edition. Contractor shall be familiar laterals within the roadway have been installed, all on-site Pu.S ARE AT RIGHT/OF/WAY 19TH ST. , 44 FT. W. +- HAVEN W £/,!E _ with and shall be responsible for adherance to these Standards and improvements including all grading have been completed, and f I TME /Q 18 ' & 83 FT. N. + 19TH ST. , SET T.MEI DRIVE PIN w/C. S. TAG IN TOP Specifications. all unacceptable parkway and roadway improvements are re- UNLESS OTHERWISE INDICATED. AT THE E. END OF A HEAD WALL moved and replaced to the satisfaction of the City Engineer, a ' p. ae' �' o• ' I FOR 3-24" CMP--ELEV. 1430. 686 2. All pipelines or substructures of any kind, telephone or power poles, �y V,t/E water meters, valves, fire hydrants, etc. shown or not shown on these Y 01 plans within the right-of-way limits or in adjacent areas where TO T.YE G�ti�B TSE//ST.4GG�4T/O•t/Of.�l,BEETG/G.Y>J /Yli4/GBd,��-�S ��y �L improvement work is to be done shall be removed, relocated or protected 4_- �` j j ®�-- //t/ST/tLL 22400 L. y/esV ;57,-ET L/Gf/T oIl/ r, 2t-f in lace as required a[ no cost to the Cit of Rancho Cucamonga. 'Sr'EE�T S�`��'� '''���'��`�y������ '��'�� BE LOG'�4TE�BE,�//moo - ( PV//5' GU /N�/ " Co Dv/ s/waE 0Noii %��/ �Lr'"/� / EAef/ P q Y g �E S/OEJv.4G,� I Z 1 M /t '�M N T /' f / //� 1 .STp• rl/1/v # Es-G/C C /►I�iNU�/��u/cs �PEcs. cuMq�.�/icE •s/yr�LL C�J�� 3. Any contractor performing work on this project shall familiarize him- / W/ f/ Ho EGEG /C W/7'. self with the site and shall be sole! responsible for an damage to + "` " rr� T P r� Y g 1 Y P "r+, •d �existing facilities resulting directly or indirectly from his opera- � ,tions whether or not such facilitiesaresh shown on these plans. TYPICAL SECTION - 4. A permit shall be obtained from the City of Rancho Cucamonga Engineering I � Tc.rtsV - Department prior to any encroachment or construction within City of •/fl BELPINE PLACE, BIARRITZ PLACE T Rancho Cucamonga easement or right-of-way. ; `AN( /jl/ESr/tLL �S�/CEEr /G,00D LU/V!E/t/. /3 EA C11 ,� „�„ ,y�•�„ M yl•,�, ALENCON DRIVE, CHAUMONT PLACE 11 rade stakes shall a et Engineer. Paving L OR 4r ' 8• ¢ -CON5r GgKME/'cG�/tL Olt/t2sRPp/'c�tClYp!",T G/TrSM Ah,3o6 (.W.M1). 5. A b s b the Contractor or En •f 357: I 8 Y g g stakes shall be set at all hinge points, edge of pavement points 1/yMQ CALAIS COURT MARMANDE PLACE 4 3`f GOrSr /4;16Nr Tu/'r/yEAgm OEr/Y/L 01V SHj• /!. 3?4 L.R within 0.01 foot of sub-grade elevation and at not more than 50 foot b• ST. TROPEZ DRIVE s ��r d/renrovE Ex/5 r. 11 tr .nlr,&/ow f C.Urr V,^nm !J/tA/N,46E Sr�u Ups intervals. Additional paving stakes may be required by City Engineer f sy/rN UN►/r5 /t5 slyowtm ON 71� PtrtNS. as needed at warped or vertical curve areas. ! i i T.J. =5 ,¢=69 4 4f OqNSratMM6/'Sh f-OUVe� /eY fit�-� G4/�a,P4�NNO.,�l-¢�j 06,5/E/G ON19Hr /!. / 44 . ' I 42 1/vbrAL•L /5 CPAL. S71CS Er 77rEB A" c/rr 6M. !tib.60/ ANa nro7� tffi'�cW- $�7 E,A. 6. All sewer, water, electric, gas, phone or other utility laterals, Q Q mains, or crossings shall be constructed prior to paving. NbT� % � SHT No• 2 tv iAe App//'/O/v/4G CONST. AA �f QUAINT/T/F, . AMEFS.AA2!;/rO ftA/vE ,/orvr�s AWAU eE CrKtW Rvc'rE•o CONSTRUCTION NOTES AND QUANTITIES T1W• 1335') 7. Compaction tests of embankment construction, trench backfill, com- noT cF�s ra+�/ �o FEET �P.aar. Tie./2497/-/ re/"i7/-Z ;rR.lz6.713 T�lZlo7/ Offs/TE TOT,.4G 7119391-1 77P/9`72 pacting original ground and all sub-grades. shall be performed at no t. Act6C[/R,65 SWAcc craysTRucrEo i�v i cra�o e� tRL Iv/ 7-'</E [A7�ST E0/TIO,IJ of T.uS 570. ECS,. fOR cost to the City of Rancho Cucamonga. A written report with these �ec�C v�.PKs COST' UNLESS CJT.�/FWWf5e iivoe',A7TrO, /�-CONST. 3" A.C. OVER 4"AGGREGATE BASE. f,�5¢3.5 F �Zlo�B�f 20 /893.` 23� 999,Sf /�4 3�93'f compaction tests shall be submitted to the Cit Engineer for approval 2 CONST. SIDEWALK PER CITY STD. DWG. NO. 'S 0-� 98/.3F O 6loloS.F. 67/ •F 73AOS.F _ ZSR sf ¢, 360 5•f //05.F. Y 8 " " TYPICAL SECTfON const. 8 CURB WITH 24 GUTTER PER CITY STD . DWG. NO. 303 . L.F 7DL•� 2G5G•F. L.F. prior to the placement of base materials and/or surfacing. 3 '�$ 9 550 L.f. .3 33 93 L.F P !O S r P g CONST. V CURB WITH 24" GUTTER PER DETAIL ON THIS SHT. I 2/4.F Z 7 L. /Z G.F. S CURB_ FACE & 48" GUTTER �- S F 3 G 9?3 8. At the completion of paving, a materials report shall be submitted to T a-CONST. SPANDREL & CROSS GUTTER PER STD. DWG. NO. 308 (X=3 ' ) . / 3`IBS.`. /dQ3•F. 825.F. 5825F- -I 7ZJ•5:� the Cit Engineer. Lisin all tests or determinations completed to CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. 3F4. ¢EQ. 3fa- Y g g P . UC ON E ®�o/t/$nQ 77 ApTfr5IM 5TR Z7D -JOIN EXIST. PAVING. 104-14-1"1- Zo/Z.F f verify stability oil content and Gradation of asphalt Paving - ¢•�5L• N A�'.G a �a / 5 EEr Fs rcE � OR- 1 /1LG TR Ti'e /t Ib,�! � OTHE S PA t" wirNc/TYsTa• nb. co/. a--INSTALL STREET LIGHTS, 5800 LUM, W TH EXTENDED MAST. �.4. //tea. SFS. �i�. OE•0. 2 EA. 9. Prior to installatiCn of an paving , a materials report shall be y1"R' -�-{ C. 57799Ej'r/SEs �t �J INSTALL STREET LIGHTS, 9500 LUM. ERS _2�_ /meq ____ / � y P I �P °r r Tia ~� 3 A. 3�,Q. �4 / �.a. �G. 44- submitted to the City Engineer. Listing all tests or determinations - P yEMF./v ,46C /�` JOGTYsrl�• 6oS^ a/e 6oSe /rs /Q INSTALL STREET SIGN PER CITY STD. DWG. N0. 401 & 402. / meq. /� T /'"�/7Y rt/t"SUS� p/cT�a`" INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO. 402. E.a E.Q. • // 2 Z �,4 completed to verify: sieve analysis and sand equivalent of �Z' R 3. /44M;xru c► Azzsr1w-rfr7l� uAW / 2 ,a: pp I'✓�R l / dZr/o vs /yv , ,a>rorr/c Sk, /Z REMOVE EXIST. BARRICADE AND TEMPORARY PAVEMENT. OL.F aggregate base. O QuRn//s�r�o ° 7 ��rr CONST. 6" A.C. OVER COMPACTED NATIVE SOIL. OG�B5.F. f / r-c ,e, 3 5 o S.f /G!5 .6635` 383 S.F. /4 �• 10. and Pavement tests S� >rr9 / CONST. CURVILINEAR SIDEWALK PER CITY STD. DWG. NO. 304,. SEE NOTE ON SHEET 1. //�o S,F. G3lo3.f /7 Sf. 2 91; 5-.5 2,352 5. Paving shall be performed in accordance with R-Value ZZ yz rr , �- " • m GEJ+r7GAC 9"nra rvK /f GGot6'r'�1lhVr T/✓�t6 E/her(�� CONST.. ST. 8 MEDIAN CURB PER CITY STD. DWG. NO. 301. 52�C.F �L.f 2 9 .� OZ L• • o taken to determine structural sections (prior to final plan approval) v < , , la>hE79r+c� 0,-mec1l",cn�ss 07H�zw/�N TEv. � _ c CONST. BARRICADE PER CITY STD. DWG. NO. 404 AND TEMP. PAVEMENT PER STD. S. 5 EEr5 SU 10//�(s rt/v0 ItL. 7J'� T � ,� . 47 L.F. �. L.F. to L F (o F 5 L 7YZ" 1 Zr,it j 4�-,rAArX$y 7N_1 t/rY�/N�E/c. DWG. NO. 4 0 5. -1 .1' B 11. When improvements are to be placed on native soil which consists of a .r �REMOI� EX/JT. d"Cl/�B .� LF L• . rocky material, the sub-grade shall be prepared by removing all rocks 46 which protrude above the sub=grade and all voids or depressions shall &Atobe filled with a fine grade material of a quality better than [he natives TYPICAL SECTION JTREET TREE.✓ REOU/REO � CONST. LOCAL DEPRESSION CASE "B" PER CITY STD DWG. N0. 518 FOR Z_07-5 27 To 30,7R-/5 725 (SEE STORM DRAIN PLAN FOR C.B. CONST. ) 2% 5F /Z8 5.f 60 SI= •qF2¢S:f. 2/9, 5� material. " " E&24 GUTTER CONST. LOCAL DEPRESSION CASE C PER CITY STD DWG. NO. 518 ` 6 CURB FAC ®-- /oBs� 8o sF. /B8 s F SEE STORM DRAIN PLAN FOR C.B. CONST. • t 1 _ 12. If the asphalt concrete is to be placed on sub-grade, a soils sterilant CONST HANDICAP RAMP (CURB DEPRESSION ONLY) PER CITY STD DWG. 310 registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly / DJ . A UST SEWER MANHOLE TO GRADE 2� E,�1. Z E,d Er4 S applied at the manufacturer's recommended rate for the full pavement CONST. CURB OUTLET PER CITY STD DWG N0. 506 width prior to paving. I't�W CONST. 8" CURB & 48" GUTTER PER DETAIL ON SHT. NO. 1 /33L.` 8 L.F 722 L.F. �- CONST. VARIABLE CURB & 48" GUTTER ( 8" C.F. TO 6" C.F. ) ///L.f //L•F. 13. Estimate of quantities is provided by the Engineer only for the con- 2a5 CONST. 6" MEDIAN (URB PER CITY STD DWG. NO. 301 venience of the developer, the contractor shall make his own deter- �- CONST. 4" A.C. OVER 4" AGGREGATE BASE 5•f 3¢64 3'F 374 zlF urination of construction quantities before submitting a bid. Any 2O, �, �-- INSTALL 3'X/S'C.I. DRAIN PIPE THRU CURB /Eft aL .FAIPY. A-.f7n (SEEGRA011vl, PLAN) �tee• A meq. 8�•r1. 5 /�A• E-4- item of work required by these plans which is not specifically listed 0___ -in the estimate of quantities shall be considered as included in the / uKE coN5T1 28 /NSjA1.� 2 " xy„ /QE�c7WOO,D f1�at R . 582 L•f` /�GZ6Z, 2,2/0 L•F other items of work. 29 CON5T. 47elff/V,,4Y AOPROAGN P%e C/TY SlD Di�(s! NO. _ �G d,Vl s or//ERwr /rV0/c4T�0 227.55 3,732.5 4F 4507. 5 ,57 /,2/5 s� /0,732,S�f. 690 5•P �7 , 6' 27' 090 --- //V5TALL CAL T/4,411v6 STD. S/aiV5 A5• /1vOic',47-E,O C?V PZ,41V5 / ECJ / 64, ,SFE /6e/7 2 EA 14. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 3f /Ay57ALL 67;rAF7-ZlaI/715- 27 LU� 5L--lt6 /2. / EA. / �'A, shall be constructed at each intersection. /d /6 11 a--CDAIST. ORA1A1A6E ~O l/TLE"T• S'T/PUCTU;PE' PE/Q OE"T.4/L Ort/ S//T. /Gb. �/ FSR Q!/a.NT/T/E��-' 3EE .5/•/EET /1/O. /•¢ ' Level c./Ng �'-s' Caysr. CATcy,G�4S/.t/ /fb ¢ �-,P c/ry STo N say¢ �k/ row frW ,� 15. City approval of plans does not relieve the developer from responsibility for, the correction of error and omission discovered during construction. G�Os 1s 0.75' o'o'� ,0.50 073;,._.,. o,.f2. 34a-----'//t/KrA4_1 etc"`, CR Sro,�J O,4/�(/-1W A11LLle,!5 t/ 4P8F1 /C,&_ 51' $W7 /(/OS //�A?. � It Upon request the required plan revisions shall be promptly submitted to /� the City Engineer for approval. - Q• ` E cON�: OTES E EX/5T. �/TT ,e�5/DEGt/AGK,OR/1/E APP.POF�C,/�/, i9/VD D.PA/rVA1SE ND TG rye'" S'1 a A/i4G� LoC'�47"�ort/ .4Z W,5 ' /y/L L lxf�F 1/ 16. Work site and exterior streets shall be in a neat, clean, hazard free, /+NviSk� -z�9 /, �� ( ��� ,S7R61,CTU�PE AAIORERL,9CECZIRg GUTTER f/iV05/DEWAIX,PE,PG/7Y 57,95, W/Tfi'C A4t rRZ16710AI '/ AM v orderly state, throughout construction. Site shall be cleaned upon e�uND (� (/� 2 ""UUUU oF1V6W,9R1V46 r9PP/P0�4Gf/E5 0,e GOTS 27TO3o A 1167 /�E 1� ,W7- /�MMW. Tye •S/�E�/4L/` request of the inspector. _ NOTE: SEE SHEET 14 FOR STORM DRAIN QUANTITIES !4--T/ortI A111-Z A'�5Pale,, /Z' 14it/ ��Y/,'!� A/t/o - - E A/prPovgL �/�o/r' T.yE c/Ty o� RA�ticWD _TERRA _VISTA PARKWAY �s ��,�� ��o c /yo/t1G.4 fiQ�o�Q 7-o 17. Native soil to be scarified or ripped between median curbs j,j, = 8.0 /e =6� • prior to fill placement. - TYPICAL SECTION ti yh A6, MADE .VECE55ARY REV/810,,V6 me TR/5725 8. Contact all Utility Companies as required, 48 hours prior to Wd .ICaGE TiPACT 15725 /MPR0VCAfENTS SEE 145S/loklAl ON "ee7AA9.4 excavation. Provided for your convenience are the following:01 � ,We257-4 AND/,tq,0ROVEMENT DWG• MO, /58/ � �//9f,1� 51yr5. /Gfl /J Of ZO ��C - ADDED ✓TREET TiPEEs ON $HT. 2 PE I C� 6o'VA61=� 7OIV O,r1V'"WOW of 9 !//,ETy l9 'l9 C� Q TIP /�35/ BY MADOL E �' .4S50C R ►1 A. San Gabriel Valley Municipal Water District '3W 1 - Mr. Bob Stallings (213) 969-2718 /r/�/6 � 0 SyF /�/ E'. Ort/i4LL /rt/TEr?/D.P 9;Z525-725%. lT/rS/ERE TNS S'/UEIT/i4L� /5 AOT.9CE�f/T ,_F� - oT for Base Line Road construction TQ CU.PB T/y� /Nr�`TAL.Li4T/D/ OF' S'TiPE�-T' L/Gf/7'S` M•4/LEO,f'ES s`?= __' ,./srA �,e p�rvay SR�1 �R QROF E SS/p�, SriQEE r S/GINS 41A 72F, TEMPS' H. General Telephone (800) 422-4132 f es s/j/EET �� �c, \l TO* '�! for underground service WLy ELY c _ S E Z O,eA/N ,`'c��5� �t �y LOCA72FD ,��ii//it/,U Th/E S/DEk/r4L�! C. Southern California Gas Company (714) 529-2889 i �,� l tZ QN a 2r /wrsEd4/ •r-11_Q . rost55.4a� '+a r 4A Naw/r NEo&s , J2-0 > y' "` o. 14814�: f" s,tr cw mss.//f/r;hang s/7rEer4rip. s/oeW,n4k ave //E,,N/c-;,rE,v,/ 2_rL/_ / 2191 E. Birch Street (714) 529-7070 , Q f T` \ u �� Exp P�NYi�oAVP,,1wr. av�'/A6/�;,rr�nsyrs./ffCo• 9 9-1(-9 / Brea, CA 92621 2• P�?OPYJSEO 1"PAVVEMEN`7 t 5 FUTURE ADo i r1f TH wIV5 ON L076 2 .312122 5 7W,i �. D. Cucamonga County Water District (714) 987-2591 ¢ , ? Q h1 3 //97 * NO. 9, $ L075 1,2,5,6 79 W sqr W. 6 U5'T OiANTS. A •t v� l.s�c.oT 10-9-87 tV y '4r Y� �� UNE AAI ENT BE7INEE 73 ON SI fT ' 9641 San Bernardino Road / Q IlF Of CAtll REY/SE 57PE_E7"L./�NT Gc�4710, 5 LuyENs oN Sh7S 8 ry/2 n Rancho Cucamonga, CA 91730 ZO' ,�O' 1 O 13/ , , �* 2�,40J/.�ST�/AN7/T7ES of/,' 17* /,QGnNEGriCM/5T. c� h A cP5d Rt'Vis✓6n/S R . 1-44 L f 1 O N / �GIGL�O 5f/EET /B AooiT7 Av14G "4604Z CovST 5- 90 E. Metropolitan Water District (714) 593-7474 ! �re,ei�s 0.9i 7/ /p' � � � � � �EviSEO Of✓G. No'S. 7- P.O. Box 54153 � � .� � �� b Los Angeles, CA 90054 � `L 104�''�� �W Ni� ° DESCRIPTION of REVISION F. Pacific Telephone Company (714) 999-5639 �� N OATS PPROV t< CITY of RANCHO CUCAMONGA CONTRACTOR SHALL VERIFY ALL M I L L I K E N AVENUE \' X TRACT NO-.126-71 - 191267-1 -29, CONDITIONS AND DIMENSIONS th �� 4 AND SHALL REPORT ALL DIS- ' SEF • CREPANCIES TO THE ENGINEER TYPICAL SECTION � � 2 71 3 & 12 1 4 PRIOR TO THE_ COMMENCEMENT Mo ac�E --+ � a \ a SLE SHEET OF WORK. -A. 1. �6 2 T/. = ,�=69 e...�� / q � -�'' m ; SYR E E T IM" � - „-z 0 EMENT PLAN'S h V PRIVATE ENGINEER'S NOTICE TO CONTRACTOR SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR �pFEbS;�; ���'�<sEE,r� s t F (� ✓ `3 J 79 le _ -.� h W APPROVED BY - i, ATE , THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY �.\ `� �1: t STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO-- % s,�,� Q C I N ,,,w, ' GTY ENGINEER +? -- j RCE.No2277 AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE JECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIRE- 8218 u' irr ,o��� ��'� DESIGN MADOL AND ASSOCIATES, INC. RE COMM N ED ' NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE _ MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING * E>�.°l3o'DS ` ' -- �_•__ SSEOSySp�4�'V 7�C;4 - G_ /7/ OF SAN BERNARDINO COUNTY CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO HOURS; AND THAT THE CONTRACTOR SHALL DEFEND , INDEMNIFY AND HOLD THE E?- CONSULTING CML ENGINEERING PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL ` CMV P INDEX MAP_ '� � AND LAND PLANNING �OFCAkk, c DRAWN DON.MountainAve.,Sults b6 SHEET �} NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR .THE PROTECTION OR ALLEGED , IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS A/. T. 5. �j � � UPLAND CALIFORNIA 91786 � OF LO _ OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES . PROJECT ,, 9XCEPTING FOR LIABILITY ARISING FROM WHE SOLE NEGLIGENCE KEY MAP PHON0(714 �-2C140t _ KEC KED RCE• NO �' 4_� PRAWN NO. OF THE OWNER OR THE ENGINEER. -� Gy DA E 66 FILE No. RevIsEL> 5Hr-_� ISA FERTIz. NO. 1572e�. t;Y N1/1C7oI� S?r/��i G�A'i��, INC. 1+L�1D$1 , J o ' . t t -- - C - -- - - - - i - �- 1 I __ } { MARK : - - - l I ! µ) ? ' f - - - - - _ - - D i i t -- BE -� t-- - - - — - - - - 7 NCH MARK NO. 96-B ! V f 1 r AT THE NWC OF HAVEN VE. & O f 1 t • f 1 , ( - t - 1 - �- - - ► _ 1 __�_— 1 1 j + 19TH ST. , 44 FT. W. HAVEN , . Q ' , + � ! i I O � _ -- ! t T. 19TH ST. , SET j - .. - - 1 t t N ; - -- _ t _t�;'V 8 e - --- - i t ; ATI THEDRVEPE. END OF AA AHEAD WALL \ « - � I i ( t ;� t i i ; -. i . -- - FOR 3-24" CMP--ECFV. 1430. 686 -4 44 Ri f t 1 - r 17` l ' 1 T I 1 /1�9C4.V/, t + J f`, - + { ' ? - - ? + i : } t a . _+_ - + 111 1 : : • ((`Vt I!T rel -k 1� i , , cp h , t +_ - i i _ i ! t + Oc __d _ _ i VVI f t ti 1_ h VI - - fi — { - o� - r - - NZ i ! l �`RC�M t -� 1 — -- "t * - -! - -- - - - -+ - - V•fl4--Ji 7t1�D + : - + 'i.► 1 .- �_ '� �/C V�/V , /� �G 7�.D/ ! :. .{ ! a 'y=- -4 + t i - + � ' i h i r S/ - f �— r - _ _ - di t i RIB i I ( J r I T i t ; t t +1 - - + ► t l i � _ t ! 1 r PRO � i ? : ; ? ! = 4 1 I I t t ­-­- + 0. LEFT. =4' + r . - ( r_ _ - —_ + + ; t 1 - O - 1 2 Q 4 Vo SEE $frEET J O� a4 ti 3 ro ' ., .� COMAsI fArWAL Q! I/E TERA �r�TA �A1TA 4y 44(0 Q Lt�r4 ,a -ASL 'Z t9 18 lit /t66.33 CNo SC�tLie) '( N '- — ' c� CONSTRUCTION NOTES rr33 I 33� I //� 4( �, V M w �, L it5D0' T=9r.5 i .cam /�V3TAGL /0 4A6. TE'fSTAN/A ' CONFE�PTi4 AT Z5' O.G `mos ; tip\ � * ,I C M� • u �¢Z - \ �� - .2 ?�i/ q4-1 J CONST. 3 A. C. OVER 4 'AGGREGATE BASE. 8 gat N CONST. SIDEWALK PER CITY STD. DWG. NO. 'S 310 311. I I M '�M ►� I l.. m `' OD33TL-p- I G 651 k _ Ww ¢ CONST. 6" CURB WITH 24" GUTTER PER DETAIL ON _94T. I. 4 4 I I t�M v � G , ;� 83 0 5�0_ 2 3 •C' a-- CONST. SPANDREL & CROSS GUTTER PER STD. DWG. NO. 308 (X=31 ) . , t 6 CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310 .` �,���� _ �� I \ �o _ INSTALL STREET LIGHTS, 5800 LUM, WITH EXTENDED MAST. _,��� / V► • j j 8 b ' /SS 8 5 0 �d INSTALL STREET SIGN PER CITY STD. DWG.- NO. 401 & 402. 10 � ��/ _ • • Y / °� "' y 0 — ; — I' INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO. 402. 4 L: 29 r W 8 60A,57 1-?Psvf'APPROftlr! ,P cllY 57P NO, 305/✓-/G` !,lit/tE�S IA,Mfr4�- 'J —000;r• 3"X/'S"GI. ,G)P,4/rV P/PE- 71-tl CY/� SEX' ALy,4, ff,fA APOP! A-¢70 D� 3?�0 A-Z8�' Aq �F 29 29 h AP)°RovED Enl/gG �S�-E G.e4b/,(/G P44�t/. rr•/ szw `� 9 1 t8' k� 5 G 0\ 3 �� 8 I0 29 2 \I 3 z9 2 p I 16 �-copse ccr�n+E�eunc caws a+cV Asn c/7)-s6/nvc./k,1 006(n.=3c ), awr+a cow rA,,s swT R+• U 29 *0 5j4/V^Gf/ t/E EX/5 ,f'hVEMENI' G�/��6U (c 03. p 2. _ •". - "o.�e N � ,�� $ �o� T fl'�•�`'ro T , r7��Nro�+InucE sT�rxh�'�, w/4nv7�'s�sh�w'New�t�w, 6 ,. L-OT UNE ,4 V1157WNT bF7WE5V L075 /3 , mw LwWw S ru F� arcs fvR sa+7,t< 10--9-87 1-4-88 h 53.so ' m 7 ��-ssr ti + cT 21 *• �'; ,'� � �� 5/ 0 /,�►/ sr hn'raG ; 8 1 0 ^� I I 1 0 6 Z1 T'P9C7-- BaUti h Q ' a .�r•�• r •Not•/sasr /33S/-/ ADDEp frJ'_TREES Br MRD E �Iss6 !9 5 BpU,V Y i, `-r NO 14 /9 , r4DDE0 5T TiPEES 9Y MAOOLEc�A5501. PEEP '26 - 31 32 33 � �� `*j DESCRIPTION of REVISION 0 II I� 0 35 3t3 „r,c'�'� GATE APPROVE 37 �s� +< ti Lr- �� 9 i i ,� 6 ,e' to s _w►._- ©© CITY of RANCHO CUCAMONGA � � � SEE�tiE��� BELPINE . PLACE CURVE DATA QUA/vr/P5,9 r� �,� r DELTA TRACT 12671 -4 �P L 7- a--�J /NSJT4LL l2,0.'7a LUMENS /'/•P,S.V. 5TREBr UGfi`T CW 2r-f-�-mac iyKNr4[ r"DGC w/rH /s'�,'�•,, 2 coN,�irr swe�,.wo rour�r�Tiwr,�e cert n�,vs sJ�.P 9�°02'o9/r 35/ 55.6/' STREET IMPROVEMENT PLANS !`B5-6R• GUM/N/q/RE 5/YrtGG CUl�f 77'PE WITH l�f/OJb- ,EG7R/G C+�GG ` — /rsM8„4+LeANr=W6r ------ - - ---- - -- - -- - ------- e �,,� ® 88°4//2Bi/ 27' 4/ BELPINE PLACE r4/�iv aeirau/r. 79 2 .39 4s /N41A44 #6 AVZZ,FQX. ------- - -- --- - - -------•--------------- ------------------ / in ® 46"A/ MuGT/ON OTES FO•e '0Te�ET 76-6101,0411 27� 35.a8' zii5/ ��2� ted.90' 7TH/ rNsT1+GL 2?,cryo GUME/N A 1p s,v. > ET z'W r AW 7YP6/s AX c w/re/1 IP`rb�ia /• ALL STrEEY 7,e� A.CE 70 dee 14AeEO /,t/ .trC�.QeOA.vGE k//Thi O o i APPROVED e Y ATE �v 211 co/vevir IONA-- Awa For/nio,4x/o/V P� C-A4r,<zn/vs Erb. /°r,�tN ,� e5-6,6, urs'11VA/it,C C-I ry 5TD. GSD/. E /7 4452 298 92.74 �{�. 75 �) s,�ftLL BE cu/-ofPTYf£ w//'flPfr`ojt� -eG&crwCccI 1 . -------- ---------- --- - ------- c^. Z. ILL 'OreEE7' TxEE5 sA14U_ alp ",tleD .41V0 1tan/reo �rccu�,14 7V c✓rY © 4/°4614//1 2s81 �e8./2/ 98.4 / GTY ENGINEER RCE.No �2�j 4 47 Oq'5T% Ot�t1, /Y/t/YbrC,t,•' rS�t/KP/Y/t 04 -A qv jwr, /�c• ____--_----_ _---.•- ------__-- / STb GoS.9 Ae G05 E3 q3 P�O�/M/TY 722 NAA'06e , _ OrGTi4TE3 3. '�,f'4 XPZ4 AlIX7Zlee vW-ACL- f7;�-EE7- TEES gO/.A4.4 Cre- ,�-� rNE O 4/°4� '4/� 222' /�/.B7' 8472/ DESIGN MADOL NB AS OCIATES, INC. RE COMM N ED rPEcor7�/F�voAr-�o/v5 G�ABY ,q�,mvoM/G /�g ,�, - � „5HE0 70 rNE ��� / , , `j j..� OF SAN BERNAR INO COUNTY A T �� G/Ty /NJlonfr —_ /8 I -�2 •�f 44.671 CONSULTING CIVIL ENGINEERING '¢ NO ST,eE�7' T,ZEE �3N'4GC 6E Pt.4^/rip i�/,yE,tE Tf/E C�EiV7L�,e OF 77yE 7�U/�/K w_/ /8'GiO//5'' ,3f6' �$9_�/ �. �8' DRAWN AND LAND PLANNING SHEE T /� �pgEP 7U41/ T, ,,PEE FEET�S'� 70 77'/E '-GE pr G!/,e6, L/A/LB55 , „ 549 N.Mountain Ave.,Suite los 2� 0171EXr+i/gE A07nv. le 00 /5 3001 94.27r 47.5-19 r AJW UPLAND CALIFORNIA 91786 A �/l3J�GT 7a //�✓,renow A"o [ 95°52' 3/ ” 8.00 /3.39' 8.8 T' KE C K E 0 P H O N (714 q RCE- NO /4S/ 0 F �GGEPT.�WGE By rf/� G/Ty /G/NEED 6H —� DRAWING N0. 0A E />L 3' 6 FILE Nolfl�_-7,7 I�I , 1r - _ --- - - _- ♦ - - _- .. - - - _ -_ - - --- - _. - - A , r - -� - �— — - - - } + BENCH MAR i B Ko 1 , O BENCH ARK NO 96 B � � � 1 N M t U N - t N ; ? t ~ i , - - - } - AT THE NWC OF HAVEN AVE. i -� 1 1own , Z7 ' } t 4 - - -- � �- - - �-- 19TH ST. , 44 FT. W. '� HAVEN & 83 FT. N. t 19TH ST. , SET • 1 ' t DRIVE PIN w/C.S. TAG IN TOP 1 4 'Ziii } l O y,, O t t t t t t 1 AT THE E END OF A HEAD WALL -� \ hl �l i - - }- � -� - - U ✓d — - - - - :- t - - - t + 7- - -- _. FOR 3-24' CMP--ELEV. 1430. 686 _-- - — t { 1 i t 1 i 1 i t 1 ; l ; 2 1 1 �7 , 1 1 ; i t 1 1 1 ; 1 1 — 1 + P/ - - - - - - - - - - - - - - I - - - ' - t +- t t } } i 1 - + 1 t + 1 1 i t t -t + - \ - - -- - - - -' - + - t - �- 7 .99 ' - - - - - h - - + + - �- 1 } - 3+- - }- - - } - - 1 i 1 1 1 ; ' 4 4 • , , T \ 1 . 1 1 1 1 IT - - I 1 -1 - -- ' 1 ` I i 'i•!jt \ i } \ + , 7 T t 4 - f4 1 , 1 / I`Wyn r • 1 EXE r' t f + 1 - 1 1 1 • . • tI t _t ._ t t .. __ + .♦ ♦ ♦ __ - - - _♦ : _ ___ -�. : + - �_ _ -� - -�_._ i � ._. - + } _ .-t--- ' _. � - + - -*—t t +___ !.- - ! f ' --_ -_ _� . }- . : -- - t ♦ } � ... -- 1— � t - +_ 1 1 - - -- - - , 1 1 i 1 • 1 1 1 1 , 1 1 1 ; 1 1 1 • r 1 - - i -- -- j -- - - t i V` G :L=� !'3 W i t , t + i ; � 1 � � i � � i { ; � ! t t t t t Ll�017 o;a t \ \ 0 • 1 - - - -- 1 1 JJJ ♦ t ! 1 !- � • I O V ' 1 ; : ! 1 ' 1 / `� 1 1 1 1 : i 1 ' • t r ( 1 } } ♦ + t t j -- -+ 14 t t - � . - - ♦ (a� - �: -_ __ --. -._ -__ __- 1 + t -t T ! sr.' 't �� / + F-Y f -+- t ♦ ♦ ♦ • 1 t I i 1 _ _ Nf ; ' - }1I t t 1 ! t� VI\ 1 t1 •�•--� .1 ' o. gi �1 fi ; ;No f N t } O 0 \ O N t ^ { } 5' O!1N27 — �; . t } t 1 f } 2 1 1 N 10ZQ : - - - - - t - - i - ♦/ t t i t t ♦11 1 1 ( i 1 I•'ROFI 11} +- ./-✓aye 5 ; - } - }--- --1 i _.. _ _ 1 ,- i p ,N- yT�� ♦ ♦ } ♦ } _ � __ � � f � t ♦ -.- t 1 � y _ - f I i - HOR. r 40' — } y t - t - t + ; + t t •" T -t- � �- ? -L- �- t ! I t n + } i 1 : , • , V R = t ? t t t T j r t t f l fi VERT.;f 4 ; I t 6 7 /- a� CATCH BOAS/N#2 S� t� W= a/ � 0z� a 14 Z� Z PiPOr�36� r¢�,PC,o 27 13 �, 2'. ' 84.98 r • � p z 12 �. Go CONSTRUCTION NOTES ^x CONST. 3" A. C. OVER 4-AGGREGATE BASE. CONST. SIDEWALK PER CITY STD. DWG. NO. 'S 310 & 311. Q�J X `1O �.. at 84.�8r. y s 4 CONST. 6" CURB WITH 24" GUTTER PER DETAIL ON THIS SHIT. ��.2 N N �1 Z� 29 8 ,��'�� ,3b' �B 15 �s��s 5 CONST. SPANDREL & CROSS GUTTER PER STD. DWG. NO. 308 (X=3' ) . x 3 h 9 n a•� 'L ?� (p CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. 4 �� 5 6 7 8 � ' 1 1 90 5800 LUM, WITH EXTENDED MAST. O 29 21 t9 � z t'/ �+ � 8 INSTALL STREET LIGHTS, 2'1 2� t4 0. _ Zn \/ �U 8 `�� 29 101NSTALL STREET SIGN PER CITY STD. DWG. NO. 401 & 402. u �/ ` v ©9 --CONST. LOCAL DEPRESSION CASE "C" PER CITY STD DWG. -NO. 518 a (SEE STORM DRAIN PLAN FOR 16 C.B. CONST.) NZ � �Q 2 �CGYV.ST. APfc/Y. .4PPRZ?4C/✓yF,� C-IrY 67D. NO• $06- /c%�o &AC-0925 JN,91CATEO. f�' y t� — o _ _e , 5• 2� 9 i� 5" �V Pl ,e Gr/RB f�.P ,4 NGP T. 3�� INSTALL 31x/ ct PE T/1 u 4tVJ Z ALy,9MBP FiUGy A-470 S�G, PI — 27 =� ap8 Ho �vis/oH 2-2/-fl 128 Yh�' �a0�v. /' v• ::�' a � 1 8 ��� 01 h�� � 6 6h a= �/5�3�'� •' , - IV ma tv ti 17� ��� � ,��� 2355 .00; t ¢ 8oa. B 0 e• — 219 DESCRIPTI ON of REVISION 3 9. 9 6. ZI o 2O GATE JAPPROVE 2� .x �•�• � � � � a , � 28 27 � ' h 26 � 25 24 .' 23 � 2 r_ $ CITY of RANCHO CUCAMONGA b N Cyq MoNT, M 21 29 O N 29 1' • PLACE ' Z' CURVE DATATRAC 12671 4 & 12671 3 EET¢ BELPINE . 2, • t� DELTA R L T STREET IMPROVEMENT. PLANS QA BZ°o5',3�011 271 38.ro9' 25.51 ' BELPINE PLACE ® 84'/J /011 2 7' 39' 791. 24.44' 247' /03. 821 52.491 oRo�Essro APPROVED BY _ O 42°/5'3/x/ ZB3/ 209.731 /09. 37 'Ji��+•tiy �� 7 ATE v 0 36°/ 712811 /00/ 63.34/ 32. 77 CITY ENGINEER FZCE. No 7 a MADOLE AND ASSOCIATES, INC. © _ I +�.; 1014 DESIGN RE COM ENDED /98.'0010011 381 131.32' o.' J�/� -r E GH OF SAN BERNARDINO COUNTY k4� •� O 27'25127'1 300 J43.59/ 73.201 Exr. *� ��` CONSULTING CIVIL ENGINEERING ♦ �/ 15°4.51a/11 3/8� 76.391 , 8.381 �� C!r �� / DRAWN AND LAND PLANNING SHEET �dr1 QCT/ 545 N.Mountain Ave.,Sulte 105 J 27°25'27' 2921 l.�4.98' G8.8I� �f.C�t!� AJw UPLAND CAL OR �29149 � OF 20 © 27�38�05� /7�B7i B� 341 �,�0/1 HECKED RCE NOMA'-.-�-- DRAWING N0. 0/ 66 FILE No/rEm- 1141 w BENCHMARK ,, o. 1 D V. E T_ - -= 1 BENCH R ' - �i N C MARK NO. 9 6 B + - - - - -- - - _ - PGYJ�V , Q ; i - - - } I AT THE NWC OF HAVEN AVE. 6 : I - ` � � � � � + ! � � � �,: -� : : t •� •74 �4; 1 � � 19TH ST. , 44 FT. W. >f HAVEN L-$75 83 FT N t 19TH ST. , SET t ,► ! Illi i i j j ; 1 DRIVE PIN VIC.S. TAG IN TOP -� 1 J� ~ - r - ! - - - -' -- - - - -- - - - t E. END OF A HEAD WALL _ 1 O; •I �l�� lt� t N v; � i i ! t t f �� � � ;`D � � i .O t _1� � � . -} -} i AT THE rr }1 - -- - - - - �! li, Q� �_. -{o _� rt -+ - - V+ i _� FOR 3-24 CMP--ELEV. 1430. 686 t I t v 1 t a e 4. e �, �1 ? F4 d p \ I ; �, TOpi O.� Y +- - _ � - - - _+ - - - -- - - / iT Q.Yyo I ; ; 1 {{ + , Q 1 LA , - t - -- -t - - D!/it/ 0�,. - t } fi - } - k y \ \ ' i i I l '`• V - - Q, I = i t , `r ! l i i i t 1 } I � 1 - } f = - O� :GROGW ti ,� 0 1 • , � � i ' V r� II ` a- % ; °� \/ i i , i l ' p `�. N: t ft 4 N r o•J—-4 I�. t -' \ y, N i j i� - , \rd, 7w 4% N -1, ti ti N ; + %lol- i 1 � N , `� N � �' 6 ! i Old ` - I - � - - - 1 I ! l ! t4 ` - E l ; �' GiPr9GIE• t / l i l i l t - t t t t t } t • I - . f s�osun4o t- - _ or I - __ _ t � - +- -� �- - ♦ ♦ ♦ --+ - • ., • � � -"f _t _ _ � _ .+,.fit/ � � � ' •� ♦ 1 1 4 , 1 ' t � OV � � i � � � � � ♦ 1 � ( •\ V 1 104 , t j 1 t I t 91r t 0 + O \ -t-' �: t \ . -1-- —! - — }—+- .t 1 — } - t-. _ 9 " - 1 : ! O i O : !- -f 1 ; Ot / i I 1 � do*i V ' - - - - t t i .+ , Q� ! I O , - i - - i X14 4I4 '� � - O < � - � - +- � >� /E� 4VA*e8 - t - f } � - } t � + 1 t ♦ — t t t t fi t I I t t I oti1 1 - - - - ` - r /cry-vR - r }- - - ' -� - , - ; -� - - r T 1 ( . + 1 i t r Q } + + t 1 • d fig V,0i l ; z 1 ! t T + T t t l 1 t + t t 4. Q� �..E`. + + t 1 ' f • + } } t }' f t , ; ! 1 , 1 - 40 ; 1 , t 1 f 1 ? t f t + 1 Q � ; n T I p > 2 3 4 O ! 2 3 161��I pof y 0 0 OF �p� LD� G0�2? Zp �0 6 R p tJ� L0pyo GSR ,ti ti -ro e E� pr��p� E, �_4p �3p h W titi w=26 App C7 p C6 p S DRIVE N V W r " k �9 A L E/VCON EE T 5 h O T N H G t� �^fal ! k1 �J, E� 5y�1 I W s �i�6 �3. IL H 29 ,:- - 0 ,�ti 8 0 -� �` 1 �• Nti � �i.¢I / 2 28 ,S• Z 1 1 , I •� 29 c,e // ,f• �� �/ H 9 ,� 2� vwy. I Zg 18 s 41 *v / 26 y i 0 r. A !� YN Q 4 0 � 7 • 1r� 27 �• \ b \ N, 24 2 5 2 No ——— in/G ti Of40 Q 0 29 a nib/ o j P G I II 0^. ^ N.� 4 Ti43 r /�/�.�I 4y ! 2 �V _ // ` h 8 I' 2 ,� ti N�Z•3>i24 _ _ --- —- nN F 5 ���T.P NO. /.572 '� / ; / �I M Ivo. /2s��-2 5 l '��°� �°��zh 2 S6T �h H 4 2 s 11 1 � �'/i(/)- /� ,� � — — — `f• � � C � �' � � � I I N8B•9 '•I E 6 c•• a� a� ��c hyo "Aa - e In�.� 3 zoa -i 92s7 ,N , Z I �// 5 '� R39 N �►' 31 I I 42 f' 28 a I. -- / 35 3 33 s.32 I 3 I , U I 1 0 2-2�9i z' I I I m °0 I I I I I ® N �ibror '� g I �` I I r 45 ►� I I I R I I ADG�'OOK/Yi9PP�POrQCf/E5I47RLOT✓27--40, 7rP/572 ; 41 39 38 37 2' ti Q I I �• I� t9 I , 231 I IhN 6 RE.��OvED�REP[ACED E'X/3T./MF�OtiEMENT3 �7s?/.'o /'0-/s`-9& l 29 I I I TR. BOIJNORY /0& 7/-i �► Ig 181 I1_r V7 21 29 �, �EEPS�EE��cE D ESC R IPTI 0 N o f REVISION h CALAIS COURT o p �iE1St GATE APPROVE x Z9 o � �v'`j°" CITY of RANCHO CUCAMONGA o � CHAUMONT PLACE da ,41-107 NOTES . or CURVE DATA CONSTRUCTIONTRACT 12671 -3& 12671 - 2 VEL 7A R 7- ONST. 3" A.C. OVER 4"AGGREGATE BASE. OF STREET IMPROVEMENT PLANS ° i i/ Z� 36/ / CONST. SIDEWALK PER CITY STD. DWG. NO. 'S , ,o.�A ® 37 /5 ,3� /B //8 l0/.3�0 ®.CONST. 6" CURB WITH 24" GUTTER PER DETAIL ON aeT� - 5R 1 6Q CHAUMONT PLACE O -f/°54/03// 2/e/ /59.431 83.471 o- INSTALL STREET LIGHTS, 5800 LUM, • WITH EXTENDED MAST . CALAIS COURT @' •/M MLL 7R/1FF/C 5T171'� 51CAl PEE DN'G /� 402• ,- oROf E 5Sr, Qp /3°2237// 200 -��69/ 29.4-6/ Q®--fawsT. APk'f' .4on,�rcH PER C/rr ISTD, ,t/D 52� W=/6'Y/NLESS /ND/GATED. �U� ,ti��� '!� APPROVED 8Y GATE 54. 7(0/ 28.09 ®1,V674LL SIL XR%,/S 670. S/GIvs AS 1,,I AT3A OrV PL.4/V - � �.�, �/� GTY ENGINEER RCE.No I © _ /A/s-IT4z 3',x/5 "c.r. WARN PIPE 7h- W CURB f sr A4,5/'`r'{'/�'� Ar A-4!a �,i`� No 14 F►o= '� /9B°00'00/ 38 /3/.32/ �— a ' ►_• - /B°4/x/8// 379.33/ /23. 73/ (02.42 aR �4PP��D E¢�•�IL �� +,` DESIGN MAD SAND S CIATES, INC. RE COM ENDED I G H OF SAN BERNARDINO COUNTY V4,d 7 a1 © A �/� AluCUT AND REMOI/E EX/.�T. GURB¢` GUTTER, J/DEGVigtX, DiP/UE * *.1 CONSULTING CIVIL ENGINEERING H S°00/35// 6/B/ /ZB.63/ 64.45' ,VRRR0ACHf/iVDO�PA/NI�GE 6TRUGTU�PE ARMS REPLACE GU�PB �9N0 y 4r 1�C'���/ DRgyyN AND LAND PLANNING• SH �ET !�[/TTEQ .9it105/GL�t/.91X PE.2 C/TY 377��5, !,t/�T.�/COiVBTRUCTiOit/ OF 6hIi 1 " ,+� 545 N. Mountain Ave.,Sults ,05 /J J 8' 571IgIl 79Z� /Z2. 20/ to/. ZZ/ OFNEN/D/i'/!/E �PP�E'DAGNE5 Fi'D.P LOTS �7T030. AJw UPLAND CALIFORNIA 91786 �F LQ © 9°25/3/x/ BOOS /3/. w/o0 li✓.r 94� - PHONE 14) �I4�-2�14�1 NECKED RCE. No /4&/4 DRAWING NO. GH 0 E /Z FILE No /ice l 14� - - - - - - + - H MARK ENC c ; r�. a 1 t B o / + + I BENCH MARK NO. 96-B - + AT THE NWC OF HAVEN AVE. & r ' t - - { t ' 1 , , 1- + �- , 19TH ST 44 FT W HAVEN 1 f i i i & 83 FT. N. 19TH ST. , SET O DRIVE PIN W/C. S. TAG IN TOP - - - - - AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430. 686 1� 4 _Ti � h t 1 , I: �ti i . . . . . . . . . : I ?CG•,p�+g X-4; Tl I f i t 7. i7B Y �D i \ i \ (t)�` f ; \ ' O \ ; ° + # i j t4 i hs Or�JT♦ ' { i + N 0: '' X. u ti V _ t 1 , i //�/�L — -- i i ! `dl ; P/ i�280;7G V i I t I f ; ' g• 0' \ lT Qi �'' " ; ' ' i I t i i _ /, T� v �O:✓ { I ' i - - — - - -f- -�l i- - op - , ori t r , ! r I , 1 W . C. A, Cl I t i a AF 4 , - - - - t a i 4 \ it ; i , p Y.G L�¢24 I L- �l/ 7 1 J]: i I t I +- t op op 1 + i : 4�0 �* -�' 1 1 i O'+ �' j O ql :N 0� C� `7'0to lr I R � V 1 O I + + ?TU;O Lt�'✓�'�G Y WIP p to ;zt✓ + + r f S +- t .t , t --i i .• j -- SCG/ . �1 \ * ' + I I - -- - - - - - } t i i Q 0 r4 \ N '` �i f K1 i I PROFILE - �' °� - i - '' i 1 - -180 - -- i _ 4o : + i Noo. I"= Nt i _ _ t d o 1 2 3 �- 5 7 8 q 10 2� it %3 INN q \ 2 /277 117719'o' C) m • 110 16 O 1217 00el1G O p M �• / ap ' 1211.B o m� Z n v �Q' W Cfi�,lUMONT PL.�CE 7 29 SEE :f'yEET ¢ O�0m,f o ^ 8 O V 9 V1 b%k' 1 � 15 nt% •�'' oo �A� N a N � X29 � _� / 2/ B./4T.C. ,• i � 9 40 M 41 Sb � 4 2 h ti * �0 2� z9 zt 29 «, 14 29 ,� a 13 N p ro rn �e oz �c 5 2 r ti 8 h o 12 R' at` 20 29 c> f I'�1 24 A '� ►2 h 8 0 ,, a 9\ 10 I I �`�^� 22 ,. 3 e G aa. — N G� VIP �r o �� ,J' •�2'4! R�/h� �t N 9 gam' 4 29 �` _ _ 2 9 N i 3 Zg NH / � '93� _ 8 ' � C � p�� � � s�. � f- , Z Z�'� 3 — o, . '. — � L o�� pb- � .a=42b/53/�� R=549 _ � •gym N' to 9/. 3 2 - 5 4 °' O 29 �, 1 op N ► I . N 28 o�\ � w 6 2� 2� o V�' 3 IN 3^ 29 y , p o r, \w2 §211 8 N �' �U v BST?/TZ�L.9CE v 29 DESCRIPTION of REVISION DATE APPROVE FESy�ET 29 CITY of RANCHO CUCAMONGA � N — ' 10 tv - 12 11 h o CURVE DATA TRACT 12671 - 1 & 12671 -2 `� 0, DELTA R L T DELTA R L 7- STREET IMPROVEMENT PLANS ALENCON PRIVE - o V ® /Z° 39/¢1/ 669/ /47,941 74.ZZ/ Q 90°00100// 27/ 42.4// 2700 � ALENCON DRIVE N p . O /4°28/30// /OZ/ 25. 77/ /Z 95/ © 88 50/33// 27/ 4/.87/ 26.4(/ a o 3 CONSTRUCTION NOTES © 9a°¢5/.�a// 27/ x.54• 3i¢e� ® 29°4 /22// s3// 27562/ /¢o. 99� � o Og V CONST. 3" A. C. OVER 4"AGGREGATE BASE. 29°/Z/✓�/ (031/ 312. 7G/ /(0¢ 97/ O 4/°0ra 04// 5071 406.7 ' 2/2.5�� APPROVED 8Y SATE ¢� 30��� O 2 CONST. SIDEWALK PER CITY STD. DWG. NO. 'S 310 & 311. 78�20�5/// 27/ 3�0. 9Z/ 2� q�� ,30°3/109// /00/ 5, 27/ 2128/ �oaofEsst-n,� GTY ENGINEER RCE. No?-��"1 4 CONST. 6" CURB WITH 24" GUTTER PER DETAIL ON THIS SAT. © , / /i / / / ® /9°02/5.3// /78. 72/ 59.4Z/ 29.98/ rQ� �'�t' I 0'Y� ��` DESIGN MAD LEAND SOCIATES, INC. RECOMMENDED CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. 7 3/ O7 �G9 8779 x` 96 w °•� G H OF SAN BERNARDINO COUNTY vcq,� INSTALL STREET LIGHTS, 5800 LUM, WITH EXTENDED MAST. ° i // / / ° / �/ / �, bra '^ ': ' `; CONSULTING CIVIL ENGINEERING ®- O 86 /7 35 27 -¢D.(oho / 2� 3/ ® /98 OD 00 38 /31. 32 11� INSTALL STREET SIGN PER CITY STD. DWG. NO. 401 & 402. s txt, lf3J* „' AND LAND PLANNING O B�°44/.97// Z7/ 40.88 2.� 5// ,� DRAWN 545 N.Mountain Ave.,Suite los SHS T �O �--CONST. LOCAL DEPRESSION CASE "C" PER CITY STD DWG. .NO. 518 J 4` � ♦ AJW UPLAND CALIFORNIA91786 .7 (SEE STORM DRAIN PIAN FOR C.B. CONST. ) S. /�"/Z3// G5// 3>a0/ /850 / 4� 'y;.fes j' PNON1? 1 ) °I46-2�14a1 DRAWING F C2° —Cater• .411FWX CCN PER C/TY 57Z ,Ve _52 `t/-• !;" u�t/LA5' //Vo/�.4TFttJ © 74'00�¢¢�/ 57/ (09(05/ 39. 9Z/ t ;), rb,�:c . . // ° �_� HECKEO RCE. No B� G N0. �7 -/Nsr,4� x/s c t Aviv PiP� 7W&CSP FSR WA1A l ' 5-flo A-01-V pRAPP,i'a�Z¢VV(� 16 ,r Gy 0 A E h F I L E N o Ke-I"_ 114 _ p _ /J // BENCH MARK 7 J �" ^. BENCH MARK NO. 96-B - . 4 - % V AT THE 'NWC OF HAVEN AVE. & IV4)� + . � , 19TH ST. , 4 4 FT. W to HAVEN ti)�' �►; V' : . . & 83 FT.low- 19TH ST. , SET rp; ` i'W. T t Q DRIVE PIN w/C.S. TAG IN TOP .tO WALL N Vi V N' AT THE E END OF A HEAD-1� i��� . FOR 3-24" CMP--ELEV. 1430. 686 pip 30 1 i i f t 011� . _[, -4 i �. . . . . . . . . . . . . . . . . 4 �w I 1 , 1 - - - - ��+ ii wow mow 74 : i- ��• V\� �. V \ . - TJ ice ` � D M t rt t � t :a � � . : � �I ... ._--. qvr� IN ♦ t i .� V + ? } } I`1r. i + O \ �� - � -+� — . �� ' 0/4 ¢ ��f . o � h } - - - 114 X N s4oEW N \41 . . . . . . . . . . . . . . - Ty - ? 72 i . : . . . . . . . . . . . . . . . . . .. . . . . . . . . / 4100 t ' # I - - 1 -+ _ I /. • �` .I� ' } v ' --- - --� -� � - �- �- r } ; r # 1 t :•tea! _ _.__� � � h1 ` : � + } t - L'?32.9rI/ 1 i ' POW f E-:- 414 Ota 4 404 -1295 i -fi } } t ( o1�. -Y cava N } t rt 4 t t o� o X <�o �r�Z¢.- `� 11 W N i j77pOFEU.PB 4 �� . . . . O.c. . . . . . 1 1 ' N . . . • . . . . . . . . . . . . . . . . . . . . . . } } ! f P5CFILE I HOR. I"= 40 ! II 1 VERT. i"=4 O 1 Z 3 4 5 Q 2 EM�R�E�I.L'Y F/SPF .4CCf5S - k Q NO 6ARR/C'AOE - .5EE �;eAO/SLC t{�' PLAN SHEET 4 G!�-4 vW N � � o � N � 4 O o O 2� ` ' vER oo 'O�' k O S � v 29 4'1 27 N� �aR4U/N� 1-L4AI � p � % , C�t Zy D p ^ •r. �V�p 27 �l,-40' ^ �+ �1 I I I I I CONST. 3" A.C. OVER 4"AGGREGATE BASE. X12 13 4 15 16 � tv 7 N 18 � r Tj�Cf CONST. SIDEWALK PER CITY STD. DWG. NO. 'S 310 & 311. moo_ y N W i � I I I ( / CONST. 6" CURB WITH 24" GUTTER PER DETAIL ON' THIS SHT. (R)- CONST. aHANDICAP RAMP PER CITY STD. DWG. NO. 310. Olt INSTALL STREET LIGHTS, 5800 LUM, WITH EXTENDED MAST. ♦. O 8. 1 1 � �}J- = N s INSTALL/�ST�REET SIGN PER CITY STD. DWG. NO. 401„& 402. '�. I•b 1(0 1. -- — — — — — — — — A s lAKTg1L 3 X 5 GI. P7) mm GURB �-Q �,VA"g,, 4 f�/OY. A-4f0 D,Q A l'r,9 15D A ling l'I—i2Q F5. q2 a 2 �� s�o� s _.c 6 \ /AG. �S� GR,40/NG PZ-AV —`\ �2 f UTU�PE 2 T \\ Q--C&W67 ar�� �JP�PD.4�N�P 0777 6727 AAV -4a5- ! �'UrVL�SS /rt/O/CATER � 10 fZq 0-T 0 - --�-- -r_-----�� yAZ 3.79 O O. ��c s 29 0,� �� � qo.��• /�� x i ti I I Qt45.G!7 ECP 1 1 \ •� �G, .k— —— cz oG�y B/? � 28 q� / / `� 3• 68C � � 0 I I � t oo ,OD ' �/ � - G� 23 22 21 X20 19 I I �u�ur� act %267/ � � � ^p : ) , I � `�� � RIPT 0 �� 1 ! D ESC I N o f REVISION PATE APPROVE rc �' \ Wry }� — `�tiys �2 Z� Z, �� I I 1 I II D CITY of RANCHO 2, N , I I 1111 c CUCAMONGA /tA0.72 EA D C,fOW4,zIV( =M,4AIA e7' TREE yE���O�P/!iE _ TRACT 12671 -2 s� MADMANDE PLACE T ' STREET IMPROVEMENT PLANS CURVE DATA / Di5Z74 R L 7- MARMANDE PLACE ® 89°0//.50 / .seg 90./2/ 57.03/ APPROVES BY ATE g J '© 70°00 '/ 27� 32.99 /B.9/� RpfESS� ® io°oo�oo� /02/ /7801 e.17Z `,o 0n— GTY ENGINEER RCE.No 2 7 DESIGN MADOLE D AS 1 TES, INC. RE COM E DED G H OF SAN BERNARDINO COUNTY �� s E 90'DO'00/i / 1 40. 14 F 14 �. K , 27� 41.4/ Z 7 I � EXP s/g„6,� '•L,t CONSULTING CIVIL ENGINEERING ! %�� DRAWN AND LAND PLANNING• SKEET F 70'00/44// 57/ a 9. co 5/ 39.92/ '� * Bas N.Mountain Ave.,Sults Ios fO © 90'00/00// 57/ '' �'Y' �e /4 w UPLAND CALIFORNIA 91786 89.54 5 7.00 i a _ ._�Qw OF%A' PHONE'(714) 946-2949 HECKED RCE. No �' DRAWING N0. Giy 10T E FILE l �- -- - - _ -- - -�/ BENCHMARK -, - - � � , t ' -} -- -t - - - - t ij 1 BENCH MARK NO 96 B n VH E : : tet- } _. ��� � AT THE NWC F ` + � � + O HAVEN A _ Q I 19TH ST. . FT. W. HAVEN i�l� _._si -�- -� -- +�+ e 3 ' � :�+ �+o' , - - t iti - 1 . -- - & 83 FIT �N. '� 19 T H ST. , S E T /i . t - - - - - - I PEN w S TAIN TAP �+" Q a O t ; ? \I \ o \ \ p;76�• + t AT THE E. END OF A HEAD WALL FOR 3 24 CMP ELEV 1430. 686 n t c I 1 o' 1 i � 1 1 1 ! ! 1 +_ 1 , • 1 1 Ila 4 04 } t i � } �:V► : ' t , Q O i � O •a0i � VIE i � I - V } i } tt { ; + - -� --� -} �: - ? -} + - rt 0, iN 0• - Pl=X30155 � �- } } + - - • a « - ♦ --� + - + — - � - - — H41-1 - - - - - � tc . \ � O � ' 1 � �i �9 �� -� �-Ji i � � � � J � � t O ��ilc� - + t- - - J \ T. - ` 4 .1 �o t I : ; 1 c 0 % �� e ; I Q•� -ate •+� V t -4 -- } �, N 0 Q \b t } } -- i - } -- - �V +- (�� - + ; I q' . , \ D ; ! , 1 N '\ T x �V t IN i I i - - - - �� - - - - - - - - - W 4,01 1 t _ - t -� - � _i . . � �� t t ;Ex.�sa t , -4- 4 t 1 W 1 1 l t ! t - - - i -- - - } - -- - i - } t t ? 1 1 i : `) t �d ♦r , N ; i t I 1 1 i 1 t O iY N .�/ /�03 4/ + # } t } , t t } 0 tic;I �IN3 'i, i -- el4 I4 14 ( hips - - - imaws j i t : : t . _: .+ . • --_ - O \� N •�•. • # 1 - i_ - -t - - + - Y - - �zh _4 D - a �O o o a o M o 0 o 4 N -- ' 0#d6 COL7 7�t � t 1 � I O \ 1 i ; i 1 •d 'I• K1 - - - - - - - - - f o c�POL.vd r t a4 4 I - y - - - - - I - I t I ? �. B� !!�• Nx fj� i PB i I i } % ,pLc P/=/303.4/' } } - - - -- - - - fi IM .¢at',5 YG7iR '✓�' Y`tGY�.PB t ' i- _ 1 _ t t } ! -� : t }- t ♦ 1 } 1 t r fi - T } + + * + ~ S t +— I t 1 1 , 1 i 1• , : -- - i t t do o - fi ? � PROFILE t R I'm 4 - - — — - — t VAR I�=4' t ? + + t : , : t . 1 1 ' o 2 3 ¢ o r z N 4w o o` 6 II UT 8 �10U�v�A/N YiEyv ORi�E- � y, N� � � SEE ✓SHEET 9 � ° CONSTRUCTION NOTES e W BELP/NE PLACE 1 r 22' ��' V AL E/i/CO/V OR/YE / O 0 `� 29 ti SEE SHEET 2 eW \ !1EE 3'.5'EE T 5 a CONST. 3" A.C. OVER 4"AGGRE GATE BASE. CONST. SIDEWALK PER CITY STD. DWG. NO. 'S 310 & 311. 1 3 I I I � 9 O (A)-CONST. 6" CURB WITH 24" GUTTER PER DETAIL ON THIS SAT. 1 I &z/re Tiz�I ( ( I ( h xb\ b ,(G W I I I I ^ z k TME III I 6 g a INSTALL STREET LIGHTS, x ,� I III I tis I 5800 LUM, WITH EXTENDED MAST. 1 I /267/ I I k� h : I V II I I I I 11 INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO. 402. I I I I j �x ti 3 2 I Q II I N I O 1 r I b CONST. BARRICADE PER CITY STD. DWG. NO. 404 AND TEMP. -- N o .� ^;;7/ O— PAVEMENT PER STD. DWG. NO. 405 . 7 �0- Z 29 CONST OfA �1P�"oAC// PrP C/TY 57P AV Ala,5, h/'/G &AAff55 /NO/C.4 0- Lr- g- , — o ��i ,� III Z � (o I I p r/pb - - 8 f �}D ST L CAL RAitlS' STD S.6iV A5 /rv0/CATEO GYV PLAN — 2.oo y' / OZ I tF ! M a D / �--/ry 4G T — / I �� � �2$��2 2 N BST IID //VSTALL I fX/S''C.I. ACWA141 P/BE T1Y�t/r CURB �R 141W,,4A41,iQA A G �s-��yy 9o31 —— 2 I �� t �z�o� �..E ` -L �� �Fmpr A-¢7o OR 41rMiA O 6�'IAL. r5EE GM4,01 la- � TiPUC 7-/OA/ � � 2 1� pZ• 13G I I I gel ne? 3 'd•/ Dy B8 `r�9oI , I __ -- IZ (� 8 (CT/tb f26J� 0 N° �✓i5/oN 8� — I l OD ?�9r`J 4 `I I 7-,56,911 ��, o. W I I I 2 � � �s P.1/.E �. ,► 1 U 1 hQ } I o I � 4"' swE. 5 I1 �' } ��� W 31 I �' � E. 5 'B 'e 9 DESCRIPTION of REVISION ,lf TrtE 1 9� to 1 I 6a 51 � DATE APPROVE � m � �� � ' �5� I I I�t�g�' I � E N III -�- '� 4 ALENCO�I/ oR/0E CITY o f RANCHO CUCAMONGA MA,QMAi(/OE PLACE w' t j /PL C� MDU/VTA//V Y/EW O �iir& 7,ijcf /2a'7/ t A -E S„/EET 5 ��'EE6HEET 9 TRACT 12671 -4 & 12671 - 1 SEE SHEET 6 I ►.� � � 29 LP(�EET Z _ . � N e 5EE 5N PLANS f I � STREET IMPROVEMENT ' 8 BIARRITZ PLACE ' STsTROPEZ DRIVE ST. TROPEZ DRIVE ;, BIARRITZ PLACE 1 � CURVE DATA r oQROfISS/p�4 APPROVED 8Y I GATE GiEGTA R G T _�-- 5 y CGTY ENGINEER RCE.No 7 //0°00'00" .5B' 111 -45' d2.83' /`' 41�s' DESIGN MADOLE AND ASSOCIATES, INC. RE COM ENDED .�,pp„ , Z¢/� 2 Exa g�31 ( G H OF SAN BERNARDINO COUNTY e7 '¢ 7 VLr CONSULTING CIVIL ENGINEERING C /40'040'4::700 /02/ 17,90' B92' * \\\ �•�f/ DRAWN AND LAND PLANNING • SHEET J'f\I Y 1_.-/.!� /� 549 N.Mountain Ave.,Sults IOF /� �� A J W UPLAND CALIFORNIA 91786 OF G 0 t�� ® 90110,0/00" 57' 89.54' S7' %�l'�h�r PHONE(7 4) 946-2949 74 NECKED RCE. No / S/¢ DRAWING N0. �pLJAS G�� TE FILE MAIL"?-,' I 1 4 - - l BENCHMARK : �= + - - - - - BENCH MARK NO. 96-Bg K. n AT THE NWC OF HAVEN tVE. & ~ V -- - - 19TH ST. , 44 FT. W. HAVEN & 83 FT. N. 19TH ST. , SET \ \ i o \ \ V �; ,� r DRIVE PIN w/C.S. TAG IN TOP woommmAT THE E. END OF A HEAD WALL - 9t?*•0p p . Jit. Adz fol,6�r 946:R'EV45i!;'p- FOR 3--?4" CMP--ELEV. 1430. 686 :1 1 ifJ 4t P = Zlf 7. 7 N - — 1 ' — LL - - -- - -- - - — a+.cop--#4' a N o / O O V ., t 1 11 IQ Nt ck I - - - - -ii - — - + t � {- - - S f 1 "021 i t N i 1 i i � 1 � i V +t i l 17 + t - T � , ii 1 , - - - --- 1 � - - - - - - _ - - - ?Z N } } r r \ i i NOW 10 y 1 -�- -- - t -- - -- - - - - - - } - - - ii e ; I ► -� } - fi-- - -- - + -t T- - - +- + 1 - t -+ f -- - - - - - - i ~ a' + 4 i R Fly i i i i 24 OR I _4� - - - - �- - vR • _ t P!R iL �I I:E ' TjI° 3' ' ' I 07E"r s�TArl /7 /B /9 z0 Z/ ,P/w /50 /S/ /52 /53 /54 ZG e_.r 1 Ga --GB' 5oSe 6H_=E •T /vo•/? �� GOMPl, E725 R/40/=/LE of �9 1/!J�'�0 �-l/yE 'VH ~' 4. /D' Ile' z o o -MOUNTATM WOW DRIVE oh d: o ti N o N M N ti o 'TYPICAL SECTION / (STA. 16+00:73 TO S1�A. 20+24.11) ' 1 D $ �� �" . 4 3 2 1 W 3 /'Z 70 o 6 i ton Imorol�A� Ar- 10 OVE EXE T REOWG�O ffEAOEP �?9��zT B!fl663r r S 10 , � � _ -•� 9�� COWST�T/ON N T �No o TRAM �sN !�T —� — CONSTRUCTION NOTES Q FOR,ewe LOT pA2A A1AGE � D�E� DTE: OIVL -o- /PEMO(2°'ft�RT/Ort/ 3Z-o ';�� AF E",Y/57 G34 PSP/�s1AE �E1 • � ,PE✓/SE STREET G✓GHT LOG,4T/DNS- !✓!OL/NTA/N 3- f'88 CONST. 3" A.C. OVER 4-AGGREGATE BASE. !//E�✓ OR/VE . 2 CONST. SIDEWALK PER CITY STD. DWG. NO. 'S 310 & 311- ex­ 11. /�ZENt�VF.,!1T/oN o� � l�� ����� J " � � O- CONST. 8" CURB WITH 24" GUTTER PER CITY STD, DWG. NO.. 3b3. � o , / l/ ` _ � � � �-- JOIN EXIST. PAVING. DESCRIPTION of REVISION - -_ �- V $ INSTALL STREET LIGHTS, 5800 LUM, WITH EXTENDED MAST. PATE APPROVE REMOVE EXIST. BARRICADE AND TEMPORARY PAVEMENT. _. .. _ INSTALL S"x 15•GI. DRAIN PIPE THRU CURB (SEE GRADING PLAN) �. I 0.2 PER W-W.. SWPY .4470 APPRO✓E,0 EQUAL. . CITY of RANCHO CUCAMONGA JN J. � J -3 SA IPER I� I ,� � I� _ TRACT 12671 -2 Co13 T Q STREET IMPROVEMENT PLANS MOUNTAIN VIEW DRIVE MOUNTAINYIEW DRIVE CURVE DATA ROFESS! APPROVED 8Y ( ATE gra 7 DELTA •P L 7- Q�y��FT0 ����} GTY ENGINEER RCE.No 397 O 48U 522/ ¢ZG. 35/ 22587 tu' �?� x� DESIGN MADOLEAND ASSOCIATES, INC. RECOMMENDED �4,1 ` Nn, 1414,4 �^ G H OF SAN BERNARDINO COUNTY © g�'47�48r� 500/ ¢08.38/ 2��.35/ ;° Exp /3/�e9 x CONSULTING CIVIL ENGINEERING ti / A'*%� DRAWN 545 N. MountteloAve.Ave., Ios j PLANNING SNFET A J W � UPLAND CALIFORNIA 91788 0F �Q PHON9(714) -IA4o-29491 - _ HECKED RCE. No �� DRAWING NO. TE FILE No. it� s L�• j • • /�Q Q C P/ / � s� t o ac ! /T fi ; ; BENCH MARK t 1 t 4 d 4 _" ! ! BENCH MF - + lff� { - - - -�- - - - - r - t -1- -� - - - - - � � ! i � � 1 - � •kK NO 96 B IN , 0� i t ! AT THE NWC OF HAVEN VE. & . 1 ; 1 , — - fi 19TH ST. , 44 FT. W. HAVEN i —{ SET 83 FT. N. 19TH ST. , & DRIVE PIN W/C. S. TAG IN TOP - - - - - ` : - -{ - + - - - - �—+-.. -- - AT THP: E. HEAD WA LL 1 � ;4 G,. � � � -� -� + ! � if �� END-OF A H 1430. 686 4--: - - FOR _-?4 CMP -ELEV. I , • , 1 . I { _� -rt - - - + - - - - - Q- I t ! ° ol� i V N Q • - - - - - _jx t ! ! 1 t kV O Tl Lj- 4 - - .0 1 + - - - i , OP _T _T_ __4 • : 14-4 1 4- + + { + + t 1 t+" { I ! \ } { ! ; } - - - '�' I-L4 1 ! t I I � i _ i ! O'\ —'_-►.ill � :_..,L � 1 1 \, � ' 1 ' I V� i i ! I _� , ,-Vl i i ! I 1 i ; •1 � '` l � � i + ; } � ♦ / l +."— V'Vt _- -t a + t _ __ _- ♦ ♦ t } t -w— y - Vim" I. r _ _ _ _-_t_"— -. 1 ' 1 / j ter„ � - 1 , 1 i t , . , 1 1 ' • 1 1 1 . , . • , . , . 111 7 • 1+ ♦ : ♦ i 1f re T7t ! i i ( i O --- ! 1 - 1 1 ! -- - - j r , 1 { �. l - - -- - �'Q ¢ I �- - : { 1 - ! ,��tr: �1 (� - - - } ; 1 - } { t i III i ` ; i �: • \ � i I I 1 f, , . . i ///VVV (0 IN* : i Tm woo mm..m { 1 t + N - t t t t 1 y , 1 1 . A' `Y ! - . •M aR. E 40 A-4t { - t { . - - ? - • S { - ! - { ? } -� - �- - VE`�tT I~s4" } t t- - t - - - - - 2/ 22 23 Z4 25 2�0 27 28 ,- re aoey �o ¢2 •� GG'- GB' L--ttri N�� ► G'HIGH Ua�• ' 22 � � f�, //=/3 mit �/MElf2 D.S S ¢ 3 N /►�/� '�/�I I \ p *A& PAW kp I , ` Z / p 90 f 7;F. I.? 7/-2 7iP-9CT/2l0 7/-/ Nob MOUNTAIN VIEW DRIVE TYPICAL SECTION r•r. =s �=70 8 b o°gti s Ems 0 Q 2 20 0 TSTA. 20+24.11 TO STA. 28+82.45) N 4r Al 77_57 �7BTc. p3, CONSTRUCTION NOTES : ^ O�j O Q �j 0� 0 22 N \ a CONST. 3 A. C. OVER 4 AGGREGATE BASE. G 2 y I� ry ^ O ^ O i' N { o I I$ II ^e� 61 s \ �-- CONST. SIDEWALK PER CITY STD. DWG. NO. 'S 310 311. •J �� �� y8 ti N ^ `► n r �� �N 23 /� �� ��' Q" CONST. 8" CURB WITH 24" GUTTER PER CITY STD. DWG. NO. 303. ^ V z\ CONST. SPANDREL & CROSS GUTTER PER STD. DWG. NO. 308 (X=3 ' ) . 31 3Q N N 4 24 h �,� \ \ �1 CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. v ' - �' '� r• 29 28 27 �1 N 26 25 W /� h� �/ �'1 \ �-- INSTALL STREET LIGHTS, 5800 LUM, WITH EXTENDED MAST. INSTALL STREET SIGN PER CITY STD. DWG. NO. 401 & 402. INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. NO. 402. T INSTALL 3",�/5" G.I. DRAIN PIPE THRU CURB (SEE GRADING PLAN) H/Gf/ GO �7Z / / ` \ 7 PEe A4#, FiVOY. A-fA9 cc 82. /.17' g�°s�s3„w q 0�' AVOCA I W^44-1 oi'e �� � N (� `�� ��/ST, lG�•4L L��i7E55/GW CASE~B~�,P C/Ty STD, Uk/lam,'/1b. S'/8 v 9` F fL�R/METEe NiAGG r' / ` �G./Uv ' ^� �Bq�D�q '� } �/ �1✓or AOO DRAW PIPE5 THRU r-J20 Ou LOTS-273,2_622, �` G /Z ��� �� ` �Ir � 25 TN,¢CJ 30 FOR R64�2 LOT 4DR.4/A/.46E. /4/9�87 1-4- SO R�% / �!- �3�-/�V9TALL ST�t°EET © ��V/6�_- s7xE�-T �/�7 '.4rvtis-Mai,+/r�{��✓ !1/M�iS/ Y�•!�/ ,D/1. �I I _ TR�1G T BOUNOR Y —� Iv _ TFUTI/RE COws`T f� I �_ DESCRIPTION of REVISION DATE APPROVE CITY of RANCHO CUCAMONGA tl �1. 1 � TRACT 12671 - 1 Q• � STREET IMPROVEMENT PLANS � CURVE DATA MOUNTAIN VIEW DRIVE MOUNTAIN VIEW DRIVE DELTA R L T • ® 9�'Oo'�o�i 351 54. 98' 35� �p.4fESs�ay. APPROVES 8Y GATE V7 © 6 �57�� 3:.� 5�.a7' If 6. ,,.�����•'. ��'t �•; GJTY ENGINEER RCE.No?2'7J 678 ” 47,5. '771 249,77 `% •�` /n 90o00'OD�� 35�- 54 981 351 14e , j` DESIGN MADOL OCIATES, INC. RE COMM N ED GH OF SAN BERNARDINO COUNTY 7 �1 �s CONSULTING CIVIL ENGINEERING AND LAND PLANNING DRAWN SHJT 2O < 545 N.Mountain Ave.,Suite l05 - • "` tic•• , w -� A W UPLAND CALIFORNIA 94G�2949 OF HEC GN RCE. No 1'¢� DRAWING N0. DA E FILE No.mr-�fy-f I � +" _ L 98 � �; - - --- -- - BENCH MARK : ' T E T /2 8' �` - - BENCH MARK NO. 96-B o. Al, t. a� - -- - - - -- -- — -- 19THAT HST�C44FFT.HAVEN �VHAVEN 3t� ' / !2. 8 4 N 0 19TH ST. , SET j 1 t Tf� 7H — - - - DRIVEFPIN NW/CC. S.TTAG IN TOP + V O O AT THE E. END OF A HEAD WALL -• - i - - r- 4T 41 FOR 3-24" CMP--ELEV. 1430. 686 i � ` 00 , -- - C - '� .2 - - w w - - • - o - - 0000 W L. 'f 0 t 61 Ncu�o vNi co °0 `.� 0000 by L151000 - - -14 IN '14 >\ ON is 01 ft 'k 10000 0000 1651111 - - __ -- - - - - - - - - - - --- --- - - - -- - -- -- r u a � N 2 , ►, a. r . V- - - - $ i ii ii tt IN 004 N 4 4� "74 i ?,_A-y iGCW�,S t P� Ci F l E' 3 � i r - f - _t"OR. 1"z 0 e , I 4t A /57 /38 /3 9 /�O /4/ /42 /45 /411 4"�2",6cm 4o P►!G�� 3CE V�5 FAQ "IRR/GAWnrs N C sEE oxime. ,f/o. q ) ZoAo covsrxzucr�.v z4" Ill 22' 22' II' 4t �' ` 0 M/A COVER OW5,e FEY Z �� CAP 41 A! O/VrO. � � (q IQ SahLE : /� 40' 6/1/GH 1WD/RaV t4INSPE,e rye p ® 7N�yRE �1 1tU tlr7P /c7?32 AJ Q r C (� "Rep,'% _ G 41 �\ �— h h?Z" X10 \ti r _ e IJ. AG r2�5.39g1(o� � QE YP. C3DNY /284 69 E P tri 1 e ,N Z `�J c C✓ 1h��q� q ,� I r <C O�,�C� $h �C/ty J ' �/ T `J 1 f-UTURE CONS T. �/Pj3.06 2 �5�GJ (,I'L r1�j I"�Z�l �) 1 $I ' C% m d�' L Z Cl�79.6�/!`J �G A, V L ¢88 Yr ��2� ,jib �� \d r. tN \I,4 P�cl tQ I N ,, N INN14 T\ • Vh�k � � � ,QEVIS�' S72EE7' G/G'NT L�,QTioNS^M/LG/XG`t/,q(/F'^-F/1o�7 3 09Soo L!/M To /baro LUMEN ¢-88 . MILLIKEN AVENUE DESCRIPTION of REVISION - OATE APPROVE - CONSTRUCTION NOTES , CITY of RANCHO CUCAMONGA �_Censt. 8" CURB KITH 24" GUTTER PER CITY STb. DWG. 190...303, TRACT -NO. 12671 y • G CONST. HANDICAP RAMP PER CITY STD. DWG. NO. '310. CURVE DATA I - ' t��A"Ff I</�ITC!""t'i�-•��61'�E;T-Tc n�_ _ STR7MET IMPROVEMENT PLANSINSTALL STREET SIGN PER CITY STD. DWG. 110. 401 to 402. 49, - 4 .PAD. LEN. T.4/V. � ILLIKEN AVENUE a—CONST. 6" A.C. OVER COMPACTED NATIVE SOIL. i A) 9O'001OO1r 35.00 ' 54-98 ' 35. 00 � CONST. CURVILINEAR SIDEWALK PER CITY STD. DWG. NO. 304;. SEE NOTE ON SHEET 1. ® /Zo40�49rr 20500 45. �7� 22 7d' —CONST. 8" MEDIAN CURB PER CITY STD. . DWG. NO. 301. + CONST. LOCAL DEPRESSION CASE "IS" PER CITY STD DWG. NO.518 (SEE STORM DRAIN PLAN FOR C.B. CONST. ) �� TOS/[74,41 APPROVED BY ATE �Io!'�7 ��� �f GTY ENGINEER. - RCE.No'2�39"I ` AL,7IIS'T SEWER MANHOLE TO GRADE ,_ .� o °% ' No. 1 814 , DESIGN MAD NANDA S INC.CIATES, RECOMME DED /6 coni6r ar4��lci+t P5/c c/rr Oro ,owr;. No.�9 rwo r�Mp•!'r+v�M�rvr PeK $T,d. ,owe. No.los. � � °` ,S OF SAN BERNARDIN0 COUNTY � 28 /N5rAj_L 2 x-f /'tA0W000 H,6^041'c• = — O * CONSULTING CIVIL ENGINEERING © 37 /ItIST.4LL s'7RE�'7' L✓GHTs 161-&W LuNI�"rt/. ,, � �I VI\- * AND LAND PLANNING DRAWN 545 N. Mountain Ave.,Suite los !WOF'e ' UPLAND CALIFORNIA917880 PHONEI qq6-294�I DECKED _ RCE. NO 14014 DRAWING N0. DATE /L B FILE No�f'/0. �4� • t • - r 1 1 1 1 r ! r t 1 I 1 • 1 r • BENCH MARK : - - - BENCH MARK NO. 96-BIX .� _ AT THE NWC OF HAVEN 1AVE. & _ X G __out � - - - - &9TH 83 FT. 'N4 �FT.19TH .•STHAVEN V, W - _Il DRIVE PIN w/C. S. TAG IN TOP Z AT THE E. END OF A HEAD WALL -�- - - - FOR' 3-24" CMP--ELEV. 1430. 686 of A t Z , 7e J ►` �' N - -- r Ic A-7 16 • v V •r. / 5 z rs� c + O It / O a Al N M N - � - - - - ` - ; N ! t 1 AA 1 _ L 5 v - �2 � •T = � U } 1 - o. / 0 ; Owoo ; oLl �. 1 � t i ! ol I I I t f t f f t I t f 1 4/0, c TT I I I I I I I I Iv } fi } } } k t t t } } i • 22 ! •F� t � f t 1 ! C � � � i r 1 t � ++/♦ /♦ ! 1 / , 1 , 1 1 r , PROFILE : ll i � t i t ». t t t - - } } 'VE�RT.tl��4� } ? i } } t4 t it } t } { } �• 1 - - -- -- Tl- I ; ! L - 14 T /45 41 a CURVE DATA # %A wov ��Po / oma sr,Pr r�EF �ocAr�ov Pt.4iY 105L TA /C'AD L�iV TAN 2or,00 ,, f �� o ® d5 P,eo�vsE i�,�.eor�E�yE�T.� 0- fl/Tl/,2E N O ks �•oo'oo " /9. 29.85 ' /p.oo ' uris.s eE T N N � ®© pp•oo'00 " 8.40 ' /f.47' 8.00 ' �W� ScitGEa ® �� ro0 (00 ' 7',yi�,yc�uc,e�7� �� H t A[4. l '!✓ALL �R Q�� 3T !'wiD s✓6�w�u.� � •� � �� /.?' /O' ,30' �' 7' (�' PERlME7'ER k/ALL l(� h F,� �? 3 Q 4CGE,K/y4lL R LEVEL L/.UE tg �� MILL EN AVEN /./2' R lz 33 o Q a s — n �i J - d5 m .B N s 8 O _ — 4 �f1 N 1Y DM' RBrrto � �_ -� s Q o --- __ �%== y — Q T 3 Z __ N � O � 28 ` � � $ � � p l2 M pRf1/N L•!/YE H � �I � 13 � MILLIKEN AVENUE . ��4 11"1 - _ TYPICAL SECTION �7G ll,,/� �•�q N O � IBJ \ r h ��G 1r`�' /�� �`� �'3�j - ® , / \ � 3 • �. (STA. 145+11.52 TO 14,8 t //• 52 ) mss- �.�s �+A 1Z V I�,Sh�3� s — FUTURE CONST (�'Ri49F TD JR4/�N @ /'/, �' �� ���� " R �V + A. Z+VH.�7Z O STA.A. 177tZ•I.9O 05Ilk !AZ �-- v _� H N REV/sem 5'7z'E�T LJGNT LOCAT/oNs ,y/GG/,6541AV25 3_ 9Sa7G1L��U,j�J To /61XI0 4Q p4 lS�6fl j 7z/ PE �E^N 15�A4ot o TWES' s eE�f II l`1/CL./KEN,4V6,;lt�rEv ST/CEE,r 4vgwwr,5 A✓.5 / awry wAe• • �I �����/�� • 410Kt'f 1CY' h I aa6,a /i' S/ 15~ AA /rte•/3rd 3 GAref V/-4a ac y etr rKycL/,reN�v�.sr �r icw. CONSTRUCTION NOTES � _ �,'� �.__.� ' urs �� 125 � • DESCRIPTION Of REVISION DATE APPROVE • � . 'Coiist. a„ CURB WITH 24" GUTTER PER CITY STD. DWG. 10...303. 74' 4' 4b' 7' ' - /j' CITY of RANCHO CUCAMONGA �—CONST. 6" A.C. OVER COMPACTED NATIVE SOIL. CONST. CURVILINEAR SIDEWALK PER CITY STD. DWG. NO. 304. SET NOTE ON SHEET 1 . ��_ 13 2 f�7' A "7' X' .. TRACT NO. 12671 a—CONST. ® MEDIAN CURB PER CITY STD. DWG. Np, 30I. _ /8 con/sT ZOCA 6 OEOiPESS/ON cASE "B" PE,P �. pr rY 6ra k pro. si MMFM - - - - - - r , // 2 e' 5� �. �, - BENCHMARK : - BENCH MARK NO. 96-B G-H - - - - ¢ AT THE NWC OF HAVEN AVE. & / -19TH ST. , 44 FT. W. +- HAVEN L 5 9 - - -- & 83 FT. N. 19TH ST. , SET - / O DRIVE PIN w C.S. TAG IN TOP AT THE E. END OF A HEAD WALL 4 ) N p v FOR 3-24" CMP--ELEV. 1430. 686 l! N °e ml I v N � N 2 , y. cl z - - N M � � o - - - - - -- N. - - - - - - - - - - — - I--- P,0- Pot 1 i1 ' •• i 44 Ls 45 : O - \ M t�j t t �. �. - 28' S ap a '• t }y\q�} 1� : : t t t j t ` } t (♦{ } } } { 1 i - - - -- - 42 t t } } } + } - - - t -- - t t } } - ! ! ! l i } t } PROFILE' A. t } { - - -} R. t - - t - -� tt - - --�-- - - - -- -- } �' ��� r � - -�Vt"tae ; - t ' 1 /✓4c� � /✓S /�� /.5� �✓8 /59 t� /�D �; / / /62 P b 5�� �tf,ff,�T Imo. /3 �o� Q Q �► 3 2 t ` 6-45+x' L / r-li� 37' //• v GDNyr ® 1►, ® is��P►! riav °Q �V Q b ti, b , LGA g�p V ll h h j L/NE E C0A17XCrL WIRES rte ® 0 h �.L/ ti M s. h h V -- /�5'rA/- ED PRIO7 e V , �(1 \ s N �o$� .h •i � � ( til �� � ��urTEx� � h � b g ROAv con/sTPC/cri �c% �¢ � � � � �h � � � � N h�� �, �a°� \1 `v MIN COVER OI/FR ���Es, 8 � ti � "�� � a � ��a � � 3 � � I / g� /L C,� L=A. E,t/O. 1l� '1• a to 77� G• w , N ,�o �a fU � � o gl°• �.��. � �' �� qy f� . � �• � �• ,o, h 0 • e' p I 09 h h— — '° q�'h� tib'h' o ► �X/sj \ M �4 ph' - h> >3 52 I lg - \ q b 955 /30�. SAFG. Q•. l /Jr' nl —�'h \�j0 MEO 'v� ��-���z V\ � 1% h '�l�'��,' � ���'�� �� � �"� I �'� N _ � l I /�2�.99� \ �/ �,t/O /3,Za„� l�j - �t/�� 2�96 ' _ - / _ l, CURVE DATA i3o73iTc �1 --4 G o_ . - x,38 � � •• �1tV 2 ,�. � �o �. 9�r.�G• � , tea.as- G. � �g ' ' ,c/o i.��¢ w � � I Q• f � � I /3 /0 2 �,� �0 3 �� �� �I G �� Zp. f 92 �' ¢2 g2 �.9 �j o Q ,� L 7- F � �v ` h�! � � /6 52 '37 SO.GYJ ' /4./j' T./¢ ' N 0 I b "���� N 4 ��' �� ti h '� '� 2 ��' F� I 'h (OWe5 TIS Q I. 3544 5Q9� .35� v '� . `' � � � �, !g �0 I,��' q. — ^ 0 � � �. � ,�• �. � � l � � � l �n� �T� 2� q� C f�. AeA(�v� l ' Q �Q � �1 � '� A N �,eqv� o�,e4iv h � � � h � � o � 2 � � � G• � C ¢ o' , V h B, �/� � `� h `h ��' `� �' �, ,va�,�:3¢-E ��9 3s' `�__ C fc�C 2• � � � � � 9 h l � '� I J c'9j¢'rE��� -- �. I I �f' / 5 ,1Z:3B' /��O �/•/ L/. /B �► �i�,,,nr r 7' 4 X9¢ . '. T I Q 1 .35.GYM' .SS.¢9' �✓✓�-2' TO V IN 245.GY�' iQw 98, I V �• Jo%c/ EXIST. 1 I� L I fjZ N •y �i V O t j N swAL '� —� I y /7�.�.c5 39 ZO¢. 50' 4 3 e9?' 32. Za 3�I b� h // g3' �' //' � v NsyT� � 3 � o, ti N ,DING'A6. /v7/-D- . % �. V 3si� AQO STREET L/6HTS-TH/s' 6-1YT., /6002 Ll/ E-,v.,, 3-¢_�8 �• d: V V ®coNA/s!Sr 41, �s �s 3 s 40 g�r WON A IN a r./+ &=4 rh� 02 .ss 7�aevfie4, A. ,., ,4, 4 CONSTRUCTION NOTES2 - � • � ���c'- ='��#" DESCRIPTION of REVISION 4� Wr &at"I M4" ��eR�rN4 � r A¢. MILLIKEN _ _ 4 AVENUE " CI<l'��j PATE APPROVE 2 //VSr/1LL 22400 L. f1PS►/ s�E�T G1Gf/T O^/ A2g-f-eo-fo .Ti�ictl� a— COnIST. 8" CURB WITH 4" GUTTER PER CITY STD. DWG, N0. 303. l` � \O , ��w %w CITY of RANCHO CUCAMONGA I-OL !V j/6' L U/l�l//✓rt//rE �cM P~CD/t�fDu/j' -TW-7 f�u t jio�/ 7a--' �/N EX/5T. Ra✓/n G. CAI-rl"Ivs srq. /'GAAI � CS-G/C qt ;4,M11/U�i1CTU/cC/tS SPECS. JO /NSTALL STREET st et/ PER C/7"Y BTD Al2:2 15 40/¢ �fOZ• - - - B9�,ed�5�o /M�.PO!'E✓ylE.r/TS 35'F�/T�/,eE GUM//t/.4//eE �s/Yr�GI BE COl01 jj'/°'E W� /9"0 0cL---Cjrc/C UN117- , �/ INSTALL TRAFFIC STOP SIGN PER CITY STD. DWG. N0. 402. , �' TRACT NO. 12671 --CONST. 6" A.C. OVER COMPACTED NATIVE SOIL. �'b� � ' � Oq� qp �¢ ' GD' STREET IMPROVEMENT' PIANS a QQ �-CONST. 8 MEDIAN CURB PER CITY STD. DWG. NO. 301. I �--CONST HANDICAP RAMP (CURB DEPRESSION ONLY) PER CITY STD DWG. 310 \ 0 1 1�nLIKEN AVENUE �/ -ADJUST SEWER MANHOLE TO GRADE LEYEG L✓.f/ :, � CONST. 8" CURB '& 48" GUTTER PER DETAIL ON 6HT. NO. I GV• � O.90 -/.00 O 67 1 G�/G� I-L LS /eE L/G /G,000 G UMCjV. /NS j�LL 2'x-f" /eEOK1000 HEA0,61"t • � �?' ® � � Ile" 1 I o.y4' �•' -� I- ET �T 2% �S o �— APPROVED 8Y DAITE V S JS r-am5r GOCAG OEPRE55/ON C45E B PEP C17 Y 57 AV 378 r �co/wr s�rWw/4K,cr 01rr sra.MW5.nom,9/0 f AW. LOCAL DEPRESSION Y' — ��� CITY ENGINEER RCE.No 2889 4 �NSr R/6N1'T 4wE �i� v� a�yrr• M�• //• _ ., . _ , _ /3 /3 DESIGN MA DLEAMD ASSOCIATES, INC. , ON VERTICAL CURVE 3 RE COMM N ED Cpvsr. CArc// 94.5/N NO. � f'ER'C/T�' STD• ND, _llro¢ CA/el Y 145 -5//4vA/ ON /-44AI) � .e0�' OF � �,� 'OF SAN B E R N A R D I N 0 COUNTY �A T I,d b-I Qp '94"ov� ,G1y6r eiv4►E/vr, 60*. ? f G/,/772F t,/tNd p"lm,,t66 S�JR!/c)Y1 s 24 �� EE A CONSULTING CIVIL ENGINEERING Gr/j'N !/M/r5 /f5 .s/�w/v cW�t/v f/t/OTE: 1/✓CC!/OEj> /,V�Y/4/�17-iT/ESS. ayV STbRM SRA/N P�t/S-S//EET /�¢.) --- �r� ,� �,5 ,�o��,N Q���T,T, ��-,4 DETAIL ET ®¢3 /K��L•L ?2,OOD LUMFNSflP5.Y. 6jR�3Er4A6ffro/t' QEr4-9l�-¢$ 5/6Nr44/GGG 4 DRAWN ANDLANDPLANNIts SNS T ` M r # 7.,PP 14- SECT1041 645 N.Mountain Av R IA 9 86 , ��� . UPLAND CALIFORNIA 91788 W/lH /6 /1R , 2 char/t s�eeP,rrry�nratrKw� G�r�wS 5ra PUt N E5 GP. S /IVSr,t!L t 6 ��,d�OX T/. - 9 ,Q=6�J _ P H O N�(714) �I46-2949 O F 4am11v1v,vz 5(wu-oB cvr-qF ry,-�W17H PHO, -EGfCrlVC-G�GL. �� /V.T✓. - I"f BI L��l—/nrsr�u rr,000 Ulwg v Pg.v snce -Lr6�rr ^ r /s/ac.E w/fir,�/Ir%tr,►�, t cq x1/r srve�, FrA.• ��+2'T.90 TO STA. 161+®1., }1EC KE 0 RCE. No �_ DRAW N G N0; ` r ¢ /Nbr/t/.L.3"COL vAK/ZAb OtTez A*lvi CA'dOti(r /alp �o1/NG�4r(A"/PE/1 G4G J)4/FN5 Slb.f'�tN ltf.5 �1`1/tLG a� crrr cif TYf'� w/Tn'Pfloro-E�g7'vc c-ea. ,v T..5' T •lsi B F I 196-7985 D E LE No - 41 - - - - - -- - -- - - - BENCH MARK : , T � BENCH MARK NO. 96-B AT THE NWC OF HAVEN VE. & p 19TH ST. , 44 FT. W. 4 HAVEN �- - - } & 83 FT. N. 19TH ST. , SET 14_ � � � - � � \ � �� i � _ o - _+ - + I + - � I DRIVE PIN w/C. S. TAG IN TOP t - - 4" CMP--ELEV.E1430. 686 � AT THE END OF A H WALL 1 I - -� t - - j iIE: : ; l i i I N MO I 1 FOR 3 2 "pol"c/owl c ; i I t I i i elf- f pr1 - -Z - - - 1 - } + }--c - f fi - - - - - t -• - - - - -- - . 4 0� a ; A. . i y •� � � � � � .� ; � ; � : , i ; v : I • I , t 1 t t ; , 1 , , - � - �- t } t --� } — } + i } �- - � - -} + - t t - - - - ( - - - - - - • In • ; I i : } - b fi I t ¢ z "; of : ; p t + t t - - - - - , ♦ t t t t t ♦ t t 1 i-�— i t +� tm , ; r t - h-ior� y i /� r -i EJB/s"� m '� i } + t t } &P JFZY e1 ,4: p 46- 4 ; t i t y. t ( 1 ` ' _ i i i ! ` 14 li� L �/S� :r/i�-/, ���� : i '\ 1 \' I _ ' t I . . . . . . . : : : : : , 100. , P:R FILE MOF . - 40 ff T 'i1/(/� 6"Ic�F. � VE:Rrt 14 t t t } } f I I t } -1 ; t J -` i OI r7 V V p � � � �Q �/LG/�•�Ei!/i4Y��U� I�,� s Seer .45w. Leo xvr TAPL-r L OC477a& i=ZXX 2 I 1 0 x SEE ,Cua• o v TERRA VISTA PARKWAY - H -- _ , -o RfTlRL OTT.1/L IlkD (p ,�IS, ' pq1�`g �� I� 2 �J• 3�o� I � E�' �� • t s,. .. � v�jl •11 � ?c �,Zl N� D � t. --�� �=.= I/1, (�Oq. C`� � �• � 9i � � ���O�OB. D 1 .1 '� V 1. , �y `V �- N Z B qo c= ,•• Y •• �q' V ?a Q 1 11 1, � Z � �. w1 � ��� ��� D O•�/'t/ � 7Qlo �h ax �s9 0 1• � N W � � �• � �- � � �- �. It � �'9 ti �. ,� � ,�,G• I0%b oR's70 K lnogq.i L G A A0 X o' IZ ��. Il ,'� p.3� ��. X30 ph ao ba 23 yr W '�G' (09 q� W v L•�L `_ �/T�!/� /Z 4 � j � � j" J3Ogg? ►� / 00 10a _ _ �.3o93g N �► N �1 PROP. CURBS P Ik ,-,G ' ��� �(i�i� �0�• 'mss' (O � •► v .d •14 ,400.ao CURVE DATA 14 923E DEL 7, R.4D LEN. l,4 N. a/� f �• o f p ��- a 1 tY _ �► Ct r !� rK16f 5T/CEB� G/6HTs�,tpO6V 5/CM/ylV-A GONSr @1 `.Xur// *X SECTION A A ,°,9,321, •�000� X853 x¢ 27 v5R W 2 v. m 1 +- p N NO SCALE �' 0 r /r / 1 4/. Z 71Or » 0528 3000 59073 2 DESCRIPTIONof REVISION i i �'"G • NZ�iE'( 7 GR �tP O °47 ,e , r 08 f 73' 204.X08' DATE APPROVE �� oP a C co 300 4 GU SIS 012 O ° 35'39 994 5D/•35 25l. 2G' o � s�r Q �� 1 O 9 ° 2 , 2�/ 0 / CITY of RANCHO CUCAMONGA �y �, •�, o •� �'� 2� 0 O !0 03/20/ Z 9&7 520. 72 3 z a N 0 0.16/'99 29&7/ /4./4/ 707/ TRACT NO. 12671 CONSTRUCTION NOTES �'GliQ,B RETURN DETAIL © 9/°02/09 35.00 55.(/1 35�¢r 4 C � `' SCALE /'.� 20 r1 40-00/ /5 79' STREET IMPROVEMENT PLANS ° q �o��� ; 3 `�, 2NO. 'S0 22 3712 /� 9B 35.00' TERRA VISTA PARKWAY t� CONST. SIDEWALK PER CITY STD. DWG. 320 s 31I. a r O ••": ;'•; •' •• •' i,�0 � � j l.Y '�',� ��� EpCE Of ��CONST. HANDICAP RAMP PER CITY STD. DWG. NO. 310. 90 00 �0 3500 54 / / --JOIN EXIST. PAVING. k /7'9'?14' // 10�X01 3o.99 — 9 INSTALL STREET LIGHTS, 9500 LUM. L /d 2°J o9 100.DD 9,17 Zlo /lo.27 • INSTALL STREET SIGN PER CITY STD. DWG. N0. 401 & 402. �CuG/ifG �- REMOVE EXIST. BARRICADE AND TEMPORARY PAVEMENT. /� /° 2(0 "04" 29910 75.00' 37. 50 APPROVES 8Y DATES Q P �� \ �� Q �—CONST. .CURVILINEAR SIDEWALK PER CITY STD. DWG. NO. 304.. SEE NOTE ON SHEET 1. N /7" 96'28 /GIO•DO' 30.73' /5.49' 07Y ENGINEER RCE No 2�17 CONST. 8" CURB & 48" GUTTER PER DETAIL ON SHT. NO. 1 ' .• _. _ _ `� �—CONST. VARIABLE CURB & 48" GUTTER ( 8" C.F. TO 6" C.F. ) 0 /B' /9'03" /GY�.Ol7' 32.8I� /6 `�' DESIGN MA U QND A OCIATES. INC. RECOMM N ED CONST. 6" MEDIAN CURB PER CITY STD DWG. NO. 301 RAM OF SAN BEG CIVIL NO COUNTY •p4A 1 �— ®/° �'j Q8 06 800 X2.63 8'O7 - CONSULTING CIVIL ENGINEERING tS.W. EMEN CONST. 4" A.C. OVER 4" AGGREGATE BASE a 'ool X2.6¢ ' 8•�' AND AND PLANNING o"�z /335/ 28 INSTALL Z X,4" REDWooD HEADER. ©© 32 2'S g DRAWN 545 N.Mountain Ave.,Suite Ios SHEET �O PA �� 7�- +PEMore '/5T. 6"CURB ,4.dllJ.�a�� UPLAND CALIFORNIA 91786 PAfV,EW,A 0,c7`/Z C •�fs190 Gtr. ccy+wpvc At_atiw gym/cey mv err sm.ct�•nb. "6(H':im) PHONI'(714) q�-2949 -` OF 4 4o N u u a o >'tECKED RCE. No �'� DRAWING N0. G•E 0 �rAirro�e �5r P�►' M91V7", CUl" GurPV., o oiv�/ .AGE slit t /'�r�s,W1U,* jA S"wr N +N 0 kT E FILE No /ft-wvs /141 , BENCH MARK ��.�• BENCH MARK NO. 96-B At AT THE NWC OF HAVEN AVE. & 19TH ST. , 44 FT. W. e HAVEN & 83 FT. N. ¢` 19TH ST. , SET DRIVE PIN W/C.S. TAG IN TOP ��E�/C► AT THE E. END OF A HEAD WALL FOR 3-24" CMP--ELEV. 1430.686 ?a ' ?S 0 23 � - �as, � G• 22 CO,vsT. w LG a • z� f� ,� n b�. -' 21 247 2 •'\ 11 maids. 0 It EX/S7-1A,4:: PE.e/ME7E.4-p WAG L Thy. k cov5r. WA« ley e\ ti �— 01Iva 18. FF N 7. -- Z n1 11y. '� �1��ti ,�f• .sem, ,�,Il•h. 1y a� �y• N ,�1 h'kip �. � 0I ro /2 faAlIczlerlax/ .MOTE allA tlT/T/ES COA15T. 9ETA/,V/N615L O[/Gf/ WAIL PER C/Ty STO. 258 L,,c Z-X/5T. I /BALL PER C/Ty 37-0, EX/✓T. P�1RXWA Y IT -9 2- Cvu, I Af,4X ` 8 STUCCO OYEAe G x D r I& EX/5T, �ieOU�t/D CONC. dL-OC�Io,�o r � 1 � ",,vI joc5gw V~.)k//rH 2 _ WALL , f O'SLUMP C.4,40- 70 A1,4r4GH AYI-0T. ,CfM ,e P,eo�vsE/, O�2oU,v0 !✓�1GL. Off!/T 1YE.�o �-EX/5T. G•24U�t/O ,�F .To�Nr�S roc w�E,o r ty - --� o3t� � l'ovsT• WALL , 3 M� � �� bb y1 F1•� �-� �` MOl-IIt/Til1X/ - �;�''� `'' �I.o4•Eo S'tiF�T /B ��.ov�T�on�-9� w.�� _ _ o b • ��E�(/ - DESCRIPTION OF REVISION DATE CITY APPROVED. ,eta�E��No ,�oQv I CITY OF RANCHO CUCAMONGA W �K�� WALL PLAN 090-A WALL•5/rte � N MOUNTAIN VIEW DRIVE AT TRACT NO. 12671 t M APPROVED BY: DATE r2l TESS/ CITY ENGINEER RCE. NO.ZC977 DESIGN MADOLE AND AS►SOCIRTES, 1K. RECOMMENDED oCA A4 OF SAM BERNARDINO COUNTY - No. I r + BEY tilA/. CdNSULTING CIVIL ENGINEERING Exp. 3 3 g,� AlOT TO SCALE DRAWN 545 N D LANDPLANNING a 105 SHEET S C J t<47 UPLAND,CALIFORNIA 91786 /8 OF 20 t� V�`' �►\�' PHONE(714)946-2949 OF CAU�QQ� CHECKED � - R.C.E. NO /49d/41 DRAWING N0. E d FILE NO 1'--61 1• -F f T . t BENCHMARK: 1 t I , BENCH MARK NO. 96-B ._...4_-._....}, 1 , , 1 4 4 AT THE NWC OF HAVEN AVE. Z { t t ' { t . 1 1 J 1 ! 1 - — -- T - --- - - -- -- -- - -_ --- - - - - . t i_ - - ? + __ + ... - i - .. 4- -j- --- -- - -:- - - -- - - 19TH ST. 44 FT. W. HAVEN t - , 1 1 1 1 1 i ! j l t , l t 1 t t t ' t 1 t 1 . , 83 FT. N. 19TH ST. SET -� + 1 T + } } i + , + + • , 1 1 f DRIVE PIN w/C S TAG IN TOP + 1 ; 1 t + ; t T t t ! 1 t t 1 • • y 1 - - _ _ - - - _ __ _._ �- 1 - - -- �___ + • _ _ _�__ ___ _ _ - ; T THE E. f t } -�- A END OF A HEAD WALL -----.'_.-�.. ._+ _---- ---- - - --y--_.- ---_. .�. _-.i_- _...� - f __. ... - -- ---- .- - --- -- ----- .. _--- ._-- ---- FOR 3-24" CMP--ELEV. 1430.686 T t t i + t 1 LT _ .. T -. t ... + _..._ _. T ..... _ _._. i 1 1 1 1 t t i li 1 1 l 1 -tt r t r { 1 $ f j t i ,J t � , + i 1 r t I I 1 T ? i , ? . � t--_ t , f j i + t • t1 t • ! tt f T • t k i ) # t { t t ; t , 1 TI I 1 f • ' r , ; t T { ; t ; t t l i t ' ' ' ' t 1 1 ! T r t t r + t t t { ! t t t 11 1 _.4 j .+ _ .+ __._t. _..* _. _. ._ ...+_ ....} -....F __ .__. ._.__t ....._.� ......� ...._.�._ _-_...� .___.y ... _� ..}...—�._..._.. __.__.y___...-...+---�._ _-__ -. _ _.�_.__.. �..�. all j , i t r + i ; T f } � • i ; � i i � i ! # t f i i t r • # t t t t — T t t , t } � I ; { tt y { ' 1 + t - ' +---+-- ' ---Y---7-T--�- 1 { 1 1 1 1 T } • t f t 1 t 1 + 1 • 1 ? 1 •I W tt - _ 1 !-� � t t f � ( � � } 1 T , � , i 1 • tt I t t � � C . : i i ��' 1 1 �� I I 1 T//' t I t ; t • , • ; ---_-4 tV i t t t tt1 t ttt ; • Tf i ��� � } t , f i t f t ' t 1 � ; t ; i # i / t ' t { � • i $ } t t t i i � t �+ Q i ; .� ; 1 1 t C0� t i # � � t i t f l J.J- t ......... 1 �! 4 ----- 4_4 e I t t t i t I 1 t , I I f t # i ' t---, e i r t $• t 1 t f i 1 . . } I J_ i 1 - --- } t 40 0, t n t } f 'moo f i i # i - } ni O rx N, I t t} it 4 i } \ win a�, C th f ; . i « t t 1 t wom- 4 + t a4 f ♦ i } + { i � ; i I i t ' ! � t . � �• ;� ! i i i ! t , • L • f 1 ` : }f9E3- joo - G•�5 f {� _.f 8.1>Q fg - 4w& t o i 1 t i ic _&Et 4A t �. , t 1 � •f + F j , i ' 1 l I � ! j71 { 74j {f + ! `+1 I {; f f 1 j 1 —_ _L-..-... _.__. —.. -___.- _ 0 t « r �0 S�0 /�O /V'�.�p� I , f i T � i i . . i r +� r✓'7 r•T• • s � . i . { i i i : i 1 J 11 j i f , I /0 12 Af /5 /6 20 e TERRA VISTA PARKWAY WES 0 CON5 TRUC TION NOTES SEE IMPS. PER DWG. NO. 1141%p W Z y � 0 • 0) Q �fT. !3 A! ! 0 9A \ a— 4o/vsr of "�� 57tr,"qe/t 1,q - s # . y i1 coAsr. mAN� "fit° %m G/r'sm.� •s�• 4 4 v y `� !/ cgvsr c,A� omw1v ops ,wm crrr srio tames. loo-soo v - •IVC y UN t/�/ ti ,N �, q N � // �3 // 1� � ,p h � ^ O p V LIN, $ •� � �. � 00 H 4,n .- ^a; N vNj '"` a Co/Vsl. W r-e'Q/"//v 0 C/Irr S1727.awe. Ab. 90 2 tj y,� Cw P4AN). SEE Sf15E /5 /V Q7°/s f4r A/✓ ¢8.88 Jvv 288.22 3 a'>•oo' �}, .► ;h 60.6 6 'y's i� _ i� ¢` rte �t/D�/.3'2¢'°'/s/ � fit� - - _ iss C *k — 0 W � *< i �J w Z •, 4 ,��' �• 1 - r - - - Ir MILLIKENy s� ^,00 SHEET /%/0- /9 Vv/ L/VVE" "N'; 2-2/-Qt AVENUE QCD ,Q / $ ►�• � `� � Ifs f' � p �. Z GG � //� �,3' /./' DESCRIPTION OF REVISION DATE city APPROVED o o �. . - e 'PERRA VISTA PARKWAY EAST CITY OF RANCHO CUCAMONGA SEE I P& PER DWG. NO. =m'• : of s MILLIKEN AVENUE " '' ° '� ° - STORM DRAIN PLAN y N y y y N 9) �, p T� G5NT .AD/U5 �A LAG rH ss y a v toLINE H p y ` y u � � y � N y � ® °/5 00 00 may.oo // 76 W • 37° 3s'06 ¢s.00' �9, 78 ' i5• APPROVED BY: DATE O. iO '4• N �. oQRpf ESS/py4l CITY ENGINEE RC.E NO.249 �1.j ON `- \ \ _ h4�4�5 �.�� DESIGN MAO THE INLAND EMPIRE INC RECOMMENDED is W No. 1 81 CONSULTING CIVIL ENGINEERING _- Cie _ AND LAND PLANNING EW 3 DRAWN mm I CAnrch 9Stn.t Su"o w SHEET * M/1• �7f.le. ./* RANCHO CUCAMONGA,CA 917W Q fl C���`► .,t��* PHONE(714)943-1311/ Of Qf Cf CHECKED FAX(714)948.8464 '�/ DRAWING NO. �Y /�C'-�► R.C.E. MO—�. ��d I ' Ot.AL ,D,�i ,ESC�9 TCN ,�3A S/N DET�tIL T -71 N T 5. – TE Z FILE NO " 7 2 ,OIG ,O.•�t 1� __ _ i i r rE� . �. " � � '� � �°,Ot1'�g' !oS•40 �•�T �"1..� v �•,� ��� '� � � �'��' 5 ,� c" eET Ab. .3 syro� fw �goo coo /f.00 , t'I•ds .aoA �o0 00 8.00 If-.4 7 8.00 ' �. L / eco _ *� �! 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