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HomeMy WebLinkAbout819 GENERAL NOTES : - - BENCH MARK: 1 ' . • BENCH MARK N0. 96-B AT THE NWC OF HAVEN AVENUE 6 19TH 1. All work shall be done in accordance with these plans, the City of 97 * ��4.5'A •e,f,e wa►,�,ao.e `. I �StG�N� �e,4o _ ST. , 44 FEET WEST HAVEN & 83 Rancho Cucamonga Standards and the Standard Specifications for Public 65' G FEET NORTH $ 19TH ST. , SET DRIVE Works Construction - current edition. Contractor shall be familiar 4.5' /0104 /0' s _ /0'� /O" ;� 4.5' .5' PIN wNORT TAG IN TOP AT THE EAST with and shall be responsible for adherance to these Standards and E.45EMENT t END OF A HEAD WALL FOR 3-24 " C11P Specifications. AC_ CO^��• I (TYpJ p ELEV. 1430. 686 • _")DE %4 . 0.48' 0.19' O./7' O48' 0WOPosw MO-^,r A.W. /??/AC2. All pipelines or substructures of any kind, telephone or power poles, - 0.29' sc �fTl �1 1 water meters, valves, fire hydrants, etc. shown or not shown on these ?' - plans within the right-of-way limits or in adjacent areas where e0A1ST. S/DFI✓A[K improvement work is to be done shall be removed, relocated or protected PER C/TY OF L'ANST. 3 rAC. OrE,e , • •,• �-- -- RANCf/D C�/CAMONcSA e,0,A1S7 Q CURB d a&7-7ZP IVO, ; , ;�•;�z;t;;•� s in place as required at no cost to the City of Rancho Cucamonga. COMPACTED /�/QT/t�E SO/� PER C/TY OF RANCHO u ad STD. DWG. /VO. 3/O>�r3ll- CUCsSMGtivGr4 STD. OVI�i. ? ey $0 ue-f ¢1 -f� b� �TYP/CAL �'� .� 3. Any contractor performing work on this project shall familiarize him- TYPICAL SECTION NO. -903. (TYP�C,AL) !::•.•? i - u * A 37 ? 7 self with the site and shall be solely responsible for any damage to , `N 5un/DUR6T ore/vim (svrNo N.T.S. 772.123/7 ° V existing facilities resulting directly or indirectly from his opera- a po p� N /D' IRON N�tVfn/ A►/E T-IQ 7 J 1Z \ rj T? 1/ SD 29 V 77 ZG ZS' �V tions, whether or not such facilities are shown on these plans. /N ALL- 07',yeQ e,g3ES CREEKBRIDGE STREET vI« � P& /23/7-/ ,` �� tl o _ G I.S' FROM ,SIq IiEN A ciE. wL.css C M T Pt. - . ?¢ ,� 2s s s 4. A permit shall be obta. ned from the City of Rancho Cucamonga Engineering T. /. 5 � R 70 _ .�.,, ` 7 � Department prior to any encroachment or construction within City of 57.5 /HALL Crrwr-2 Zt - L i Rancho Cucamonga easement or right-of-way. 37 �t45' �•tl s,WvENT1J v/[.tA e7�TAc. � ^ � � � �¢ Sf 5. All grade stakes shall be set by the Contractor 'or Engineer. Paving 55' ZP.Spiv 4zc r rwev c. 5► es. ° w \ N '4 a stakes shall be set at all hinge points, edge of pavement points ;v�,` ;M;x;s,..;: � qo � tf � v� �� �� �� it within 0.01 foot of sub-grade elevation and at not more than 50 foot 45CWU�w ST W y intervals. Additional paving stakes may be required by City Engineer tZ.S' as needed at warped or vertical curve areas. Zt.S" V ,, (s �E< >y b � 1(/ A8 -40 IR 6. All sewer, water, electric, gas, phone or other utility laterals, - � /` �� � ��• � G �� ,r mains, or crossings shall be constructed prior to paving. s g 9'40 . g' h LEI�EL L/NE 7. Compaq Ian tests of embankment construction, trench backfill, com- S[OPF�� O4d' I I 48' ' FT 0.29 O./7 .Z9SLOPE '7 p parting t,riginal ground and all sub -grades shall be performed at no " - --cost to rhe City of Rancho Cucamonga. A written report with thesec�•Wpaction tests shall be submitted to the City Engineer for approval CDNST . CONST. SIA rA✓,Q/K PER KEY MAP '� ' �"ONST. 8 CURB CITY OF RA/VCg0 y prior to the placement of base materials and/or surfacing. Gt/TTF,e PER e/TY• - O✓ER COMP.4CT&Z CUCAM.0A/GA STD. n o OF iP.4/VCl,/O CUCgMONIiA - NAT/1�E _-.0/1_ DWG. /VO. NOT TO SCALc 8. At the completion of STD. DWG. NO. 303. PWr-. A 1 3/O 3//. p paving, a materials report shall be submitted to the City Engineer. Lising all tests or determinations completed to (TYP/CAI� TYPICAL SECTIONT verify stability oil content and Gradation of asphalt Pavirq INDEX MAP VILLA CREST PLACE ,SUNBURST DRIVE,BROOKSIDE ROAD 9. Prior to installation of any paving, a materials report shall be NORTHGATE PLACE ,AURORA PLAC'E ,SIER3A LINDA COUPT s�LE: /'�=2P0' submitted to the City Engineer. Listing all tests or determinations completed to ve�if•�: R-Value, sieve analysis and sand equivalent of T- 1 = 5 R = 70 aggregate base. - /cs' R/w 10: When improvements are to be placed on native soil which consists of a • rocky material, the sub-grade shall be prepared by removing all rocks 55 /081' which protrude above the sub-grade and all voids or depressions shall 94' be filled with a fine grade material of a quality better than the natio► 1 34, 23' 24 27' material. . 4p' T• 7+ 40' 11. If the asph�tt concrete is to be placed on sub-grade, a soils sterilant - EX/ST C!-lANNEL 20' registered :,� the E.P.A. for use under A.C. and P.C.C. shall be uniformly I 60--Ae.4Y 12' z 2 app]ied at the manufacturer's recommended rate fo. the full pavement / A.C. width prior to paving. (l0*_ 12. Estimate of quantities is q provided by r_h•_ Engineer only for the con- venience of the developer, t_he contractor Q,all make his own deter- `_J � {�� � � ' Z k minatton of r_cnsrr,�c.tion q_+r>ntlties befure submitting a bid. Any item , Y work r_gL,s_d by these p1ai• , which is not specifically listed FUTURE U Z V l I ,0,�?vt ER!NG 5106wAL/ti in the estimate of 4usntir ie� sha.l'i be considered as included in the 1A4PROVEMENT N�J _ "lo e ER C/rr OF RANCHO y" .I UCAMONGA STD. DWG. other items of work.. = iW0. 304 • s :' .. CC.TIiB'7 T.�FF/C /SG.I�t/h 1�,e � • - 13�. Street-signs per City of R&ncho Cucamonga. Standard Numbers 401. and 402 aro owe moo. 3/¢. TYPICAL .- 0N C"A.C. C>>E R shall be constructed at F;�ch Intersection., , SECTION c-- ACTED NAT''/E 501E 1 '•' - r :/ i N.T.S. 14., City appr�-•va.l of :r..lA�i$-d�s cit relere 'hr �1�r�7,.��rtx row xes?�onsibility STA. 149 19.84 TO STA. 151 99.8 for the ratter_; :3,�i ni error `aid nmi ;s•itya di sct.,ve;:ed ;luring construction. HAVEN AVENUE Upon reouegt the r"uire4 .plan -revisibus shall -be ,prem�utl.y submitted to 'the City Eycgi'ne-N±4 for -epprogal. TI-9 s R 970 ,. . 15. { V(rr?c site � ewter xtr�:-r?. 51,43.1 d� 'in * �na�ar, 0,rim, J6zard free, ' orderly state, 2trGug t ea�truct�inn, ' $Ice ohall � .r>.eane l upon rermest of the ncl�cW •, . ib. Contact ala �t131tx rIes.as pplred. 4'8 bo rs Ori¢r ito excavation. w���prrr�.A4, r�� w.r�,# - 1'rov::ned rpr youa �oa�' :ia©ti,cc are t; F' A. Safi t',alssiei �l/tI�eT I't�Ynieiaal frrFt`� r- Mr. Bob -StalliAgs (2?_3) X3.69-7718 _f or Base Live Road co:�structio,n 8., Cen`eral Telep 4800) 4'.2••41.32 ` for un;lrground srrvi,-s C. Southern California Gas Company '(714) 529-2889 2191 E. Birch Street (714)- 529-7070 Brea, CA 92621 D. Cucamonga County Water District (714) 987-2591 9641 San Bernardino Road Rancho Cuca,,onga, CA 91730 NOTICE CONTRACTOR SHALL VERIFY ALL CONSTRUCTION NOTES AND QUANTITIES TR.123/7 -M.IZ3I7-/ - TdTAL5 Le-103/7 -T�/23/�/-TD>,�GS Gff}�/Jc�,� JUNGT/ONSTRuc�TURE i�,Yis� r'NOLE �' //� 84 CONDITIONS AND DIMENSIONS � ��-- - 0 Al-60 C-thANGAD/T.��T/ON•r�Q/(�7�/��r�G7�La �.D• / AND SHALL REPORT ALL DIS- la---CONST. (o " A.C. ON COMPACTED NATIVE SOIL 54055 O _ 5405.f. 46 INSTALL STREET LIGHTS, 9500 L.M. - 2 E.9_ OE.v- 2Arl#r CREPANCIES TO THE ENGINEER Z�- CONST. 3 " A.C. ON COMPACTED NATIVE SOIL •�5,3�3sF 40,096S.f._ 0-1451) 5.,_ PRIOR TO THE COMMENCEMENT (�- CONST. 8" CURB r& GUTTER PER CITY OF RANCHO INSTALL STREET SIGN PER C11Y OF RANCHO OF WORK. CUCAMONGA STD. DWG. NO. '303 2,5714-F. ,/4(oLF + 4,717& - CUCAMONGA STD. DWG. NO. '�01 . 3EA_ 3Ei0 GE.9 CONST. HANDICAP RAMP PER CITY OF RANCHO - - CONST. CONC. DRIVEWAY APPROACH PER CITY OF PRIVATE ENGINEER'S NOTICE TO CONTRACTOR CUCAMONGA STD. DWG. NO. 310 4 EA_ 5 EA. 9 EA. RANCHO CUCAMONGA STD. DWG. NO. 305. D E S C R I PT I 0 N o f REVISION o- CONST. SIDEWALK PER CITY OF RANCHO r -(x=3 ' w=j(,' ) 44r�Sf 4,/368.!_ d5.3t S.f - DATE ]AP- PROVE CUCAMONGA STD. DWG. NO. 310 /10.60S.F O _ /,080 5, /8�-CON5T. 54�PR/CADE PER CITY OF RANCHO CITY of RANCHO• THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES ORCONST. SIDEWALK PER CITY OF RANCHO CUCAMMONGA STD. DWG. NO. 404 _ _ /EA. CUCAMONGA STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF - 3__CONST. CUCAMONGA STD. L WG. NO. 310,311,$4 5 ' 61'. 5 ' CURB CUTOFF WALL PER S.B.C. AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE STREET SECTIONS >, /24 me !� 790 �e�- °,�� �IQSf ROAD DEPT. STD. DWG. ?O . 127 /EA. _ O /EA. NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE Q- CONST. CROSS GUTTER PER CITY OF RANCHO t� -SAW CUT AND JOIN EXIST. PAVEMENT- Z70LE O P70L.F. TRACT NO, 12317ml CONTRACTOR IS REQUIRED TO TAKE ALL PREC%UTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES CUCAMONGA STD. DWG. NO. 308 (x=3 ' ) 743 SF_ j 6S45F _ /,37755. �---CONST. TRAFFIC ISLAND PER CITY OF --- --- - - NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION INSTALL 2"x4" REDWOOD HEADER. OL f $6L.F 36 L.r. RANCHO CUCAMONGA STD. DWG. N0. 314 TYP. SECT Z70G.� O Z70G.F OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. CONST. 8" CURB ONLY PER CITY OF RANCHO �-INSTALL TYPE "K"/`9.9�CXER W/TH if-7 S/GN /EA._ O _ /EA • & TRACT NO. 12317 .� CUCAMONGA STD. DWG. NO. 301 at L.F._ 85 L.P.__ 164 L•F. t3 CONST CATCH EAs/N PER CITY Of RA/VGHO CUCAMOIVGA - - - - - „ BTO. DWG. NO. 502 .(FOR W 0 V, SEE ri-A O P EA. SPECIAL NOTE FROM PRIVATE ENGINEER TO CONTRACTOR - •-• � @77- CONST. 18 R.C.P. 0 - 1 51 L.F.__ �'1 L.F •.'•� CONST. 30" R.C.P. CONNECTION PER O - / EA. / EA. ® 24 CONST. M.ANHOL.E "A" PER city OP RANCHO TITL£ SHEET; CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND CIhMPLETE RESPONSIBILITY S_B.C.F.C.D. STD. S.P. 220 WCAMONGA STP. DWG. A10.5/0 47 - 1 EA. FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PRO- M CONST. CATCH BASIN, W=7. 00' ,V= 4.50' O- / E4. / �. t5 CONST 9!7o STt')RM DRAIN O - L.F-0 APPROVED BY JE PER CITY OF RANCHO CUCAMONGA STD. ( � " Q/.33�,r- /93 ATE CT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIRE- �, 26 cONs•r. 30 R•C.P sTORM ORA//V O - Q/55 L.F- /Zs Z. GTY ENGINEER RCE.No 23889 MENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING DWG. NO. 502 �_ / FA / 69 t7 cONsT. LOCAL DEPRESSION TYPE"a 'PER C/ry OF RANCHO DESIGN MADOLE AND ASSOCIATES, INC. RE M ENDED • HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE /_-CONST. LOCAL DEPRESSION, TYPE C M CUC.AMONGA sro owe, NO. 5/8 SEA.- 2EA. OF SAN BERNARDiNO COUNTY_ _ E �s• M PER CITY OF RANCHO CUCAMONGA STD. 6 jif/ -� OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL DWG. NO. 518 8 - GOn/ST. 24"rC C.P. STORM DRAIN D &-77 EA.- 77 EA.,A --CONSULTING CTVTL ENQTNEERING OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON TRIS - - _ DRAWN NAND LAND PLANNING ! SHEET i tarn Ave,Sulte 1015 . _ - PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE ', @---CONST. BARRICADE PER CITY OF RANCAO CUCAMONGA' --- �. f. � UPLAND CAUFORNIAl1Tt� �' •. OF THE OWNER OR THE ENGINEER. STD. DWG. N0. 405. *0L.f dl.�- �5L-f. PHO t� 944-2949 ---- OF--�-- - _ HEC KED RCE. No �' 'DRAWING N0. IIS INSTALL STREET LIGHTS, 5800 L.M. B �,4_ e ow �6 E� . TE rL1� B� FILE No.�- N'L-J- lOr�' v G• i , i ; i i ; ; i i P.T.V.. 80. 129G" - BENCHMARK: ? iO Gi f - / °/ a 2 ; i i ? s t ! LII66.3D5 BENCH MARK NO. 96-B g,4 AF4? 1 j 2 r. r� t11 N A: lea '{Q i + 1 : i : _ I i i 2 2 2 11 ' 3D•G• AT THE NWC OF HAVEN AVENUE 19TH �j_ _ _ _ _ 2 i O 1 '�0C ST. 44 FEET WEST Ig HAVEN & . 83 r _ _ . O' -» - : • : G Plv=, c FEET NORTH 2 m - Kj p`$ j !D•C3 A 19TH ST. , SET DRIVE in +• _ + Q N N N N Q J e>, N -� } N N N N / L=73.03' 63.37' PIN w/ IN TOP AT THE EAST • _ C.S TAG 4U �• / I END OFA HEAD WALL FOR 3-24" CMP i : f ? i o.140 0 # 2 ? i 4y__cU ! �D � �- j - ELEV. 1430. 686 F.L. CROSS GUTTER : j } ; f i i f ; P eta % ? i ? I # J ? So'i v pN 01= YLY: _ ; i i i ; P{l.V.= 1285147 i t 100'u-G ' P.IV.:32°23!5 r - o:C:-- - P.I.v � 1280.�Q- - 1.g ' yi y4 91 i r _ 2 c' -5p- t �q f ! # 1 2 ' 88-1-- uj O 2 _ I _-�-- -- -- Z; : ,m N ? ! ? - ? i -�h ? , + 12.9 ' ``:t _cze Q �' * Piv t.�a j _�AL _ v _ J L - ' ; 6'!- U U)Ln eD� i 1 i j 2 _ - - ; 0 1 i GRADE- �y _ !F �4i a- - ..__ m� _ � N ? ! ? ? � m eo � 1-z ! i �= 1 •00. 2 1 f : j J i � i , i i _��_ , ;W4 to ; i ' ; i ? 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L I NDq y y�, �( h �z W '� � In R�G�'T• COURT ��� � � � � � I •gib ' � O Y T ` X til � I � U 3T ! s.s• �, � CREEKBRIDGE STREET ° 4 u /l t• R {� y z � •�' � 0 �� o 0 r ,tip,' I CJI 45o u eri 46 4.�' Ie 38 I �' u Oe `Sim i �d V *A N � JR• d - I Q 11 a I >sr $ � • v) s __ c�43 N' ' 35 �� ,too C. lu P7",P.c'-v I `Z oti.o'h J - 3 _ .i ti� �5 EASE/"lENr fD�P P!/BL�C' . I II �' o I I u1 4 4 C ` !!T !/T/ES ANO STO,P/"� I 9 C.j�•--_ * ' :ViInj - �• 1 W I to Q O ^ ® - - ���b� '?s,' �. 'moo •P� 9 _ 3 2 - - � ,tl/'1 `` D/P'/.°4/ �U/PDS ES. 7 � 9 Nca•s-r 2cr. /� - G� 3Jo Ft.C.P. N Im >� ,� 2'or•w p•Y \ 5TORM DRAIN I I ��o�.�sr �T -4� <o t� O �i• 3 16 .,4 e G 3.47 �tG '�% \` I II M Z ,eel � � ' eo L,1 Z of k / Co I1I sblsft i N---m 3ZQ2- 1.78'- 6040.220_ _ �o.OG - 13.50 �q b 9 .A3 �c�1•oq 8.Z4' I . I L -- L _ G R r� ;?d 4 /V117E•' SSE SX/EE-T 6 ur6 � 1�3 t Z�,c _ i�� �p� U W !0 5'P.u.E. - . � 4 w Ih 4 Iti AO,P 5'Tb.PM�iP.4Yi�J I ;'' I, I5 14 13 t2 1I S' 10 `Q rd a''( I ��A' of�_ s� I I ' Z3 ♦ 1�u( lb` 115,_11I M tit I _ ,�' 42.67'_ i�.(e3 _ '�5'P.U.E. Q ' I - 4 CIO as 4.S' d.5' I ` r 5 4Q 40 3�I 1 41 I o� SNT. OI^ 6 dD 1 i a.s 1 0 _ CREEKBRIDGE STREETNsoeRr-THGATE PLACE SEE �T LEFT THIS SHT- O Q R L T b�8 CREEKBRIDGE STREET A 87'39 301" 27.00' 4l. B; ' 25.92' 0 /' Y/5FD STb�M +D�4�N 6�jr/e4 O © 93. 41 57 ' 27 00' 44•IG' 28.80' CONSTRUCTION NOTES m © 87. 59' IG ° 27.00' 41.31 ' 25•°12' CONST. 3 " A.C. ON COMPACTED NATIVE SOIL, ' D �-CONST. 8" CURB i GUTTER PER CITY OF RANCHO : Z O 147.34' J2 " M-01'x' 1441.39' 199.48' CUCAMONGA STD. DWG. NO. 303. D ESC R IPTI 0 N o f REVISION PATE APPROVE O 110'40' Q2' 2'7.Q'j' 52.13' 341.02' o-CONST. HANDICAP RAMP PER CITY OF RANCHO . CUCAMONGA STD. DWG. NO.. 310. CITY of RANCHO CUCAMONGA U 90'0000 " 27.00' 42.418 27-00 , a-!CONST. SIDEWALK PER CITY OF RANCHO a SIERRA LINDA C T CUCAMONGA STD. DWG. NO.310)31 I,8 45 ' & 61.5 © 92.20'44 a 57.00' °11 .8`1 ' 59.3°• STREET SECTIONS. N 1 O " 77' 3O 07 ' O7 -•-CONST. CROSS GUTTER PER CITY OF RANCHO _ TRACT NO O 12317= 1_ O 5 42 3 21600, 59 CUCAMONGA STD. DWG. NO. 308 (x=31 ) . • O 43"11 ' 50 " 182.00' 137.20' 72.04' 9Q--CONST. 8" CURB ONLY PER CITY OF RANCHO - - -- - - CUCAMONGA STD. DWG. NO. 301. • ' & TRACT NO 123 *17 O 99. 58'26° 38.41 ' 66.305' 5.27' a---INSTALL STREET LIGHTS , 5800 - OK 23"14 ,58, 11800, x8.44, 44 g4' /7 -INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA STD, DWG. No. 401. REEKBRIDGE STREET SIERRA LINDA COURT Q 14°20' 54' 182 ' 45. 50' 22.91 APPROVED 8Y ATE (7/7-+18 OM 18.0'7-' 51 a a0000' 63.00 ' 31.. W , i " " CITY ENGINEER RCE.No 23889 ON 43.11' 50' 200.00' 15077' 741.17' FEC�OMM : NDED DESIGN MADOLE AND ASSOCIATES, INC. Gb S. W. OF SAN BERNARDINO COUNTY 5 -r O 190 Xo '$2" 4''53.71' 151♦00' 76.2`1 1 CONSULTING CIVIL ENGINEERING '��'sa�� DRAWN AND LAND PLANNING• SHEET 645 N.Mountain Ave.,Suite 105 G.F. B. UPLAND CALIFORNIA 91788 �_ OF�Z_ R 23° (�}' 38" 200.x' 51. 17' 41.13' P ONO? 14) 946-294! HEC KED RCE. No A'¢* DRAWING N0. G.H. p E I FILE N0 !?GG70- 8/9 I /o, 45.5' I _A:-5' -- --- - - - } -- N ��I I •�' r1lo Am /t3/7�• $ I i I ' /d9 t/9. *4 �t0/N r�IP�' TQ it/O. /13/? f'ER TR. /l3/7-/ MO/OEL z ./4 45.6, T Nex/ .... .. .17 --- r�' l61z 46 En En Q 3 I too O h7 t_...f.._. EY. PP. (.v0 NaNA►t)� W N H 61 - Rworeer /No&.,oCE 8 y m x N n - I N O rn y H I /s .t O.Ao G.s. /C1a /�� ►, , . _. .. .... ....}.... .... ...�.. n - �. _ .. ._ • -- -- _ e n /si o .00 oma' yx �. tH z S... �c}....f4.... v . ,�►r mtVh . o n�r N y .. .. .. .. .. .. .. .. .. .. .... .. Ln a1 - � � Z �� �. y .. .. .. .. .. .. .. .. .... ..... .. ° H of M .. .. .. .. .. O 1 '. 6 PWz z .. .... ... 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N m� � ^ 2 ® U 0 H a N n Q v/moo STbjen, o/rA/iv 6�is�s4 CURVE DATA t LiW o o w of 0 O R L T ? 2 It ul O 07'48'/9" 782.00' /06.53' 53.35' ti tl Ste" sE 6o'c D ESC R IPTI 0 N o f REVISION PATE APPROVE B� 07'48'/9" 8/8.00' ///.43' .5.5.80, �- © /0'45'3/" 8/8.00, /53,GO' 77.03' CONSTRUCTION NOTES 0 10"4531- 782.00' /4 G.84' 73.64' 2 C-,iNST. 3 " A.C. ON COMPACTED NATE JE SOIL. CITY o f RANCHO C • " �� CONST. 8" CURB & GUTTER PER CITY ')F RANCHO U 05 2:P 45 782.00 73.42 36.74 BROOKSIDE ROAD _ CUCAMONGA STD. DWG. NO. 303.. TRACT NO. 12317= 1 O 05'22'45" 8/8.00' 76.80' 38.43'--' CONST. HANDICAP RAMP PER CITY OF RANCHO ' NORTHGATE CUCAMOrGA STD. DWG. NO. 310: © /5.3/'/6" /02.00' 27.63' /3.90' ©-- CONST. SIDEWALK PER CITY OF RANCHO -' & TRACT NO. 12317CUC _ H 90.00'00" 27.00' 42.4/' 27.00' STREETNSECTIONSGA STD. DWG. N0.310�311�A 45 ' & 61.5' PLACE 0 INSTALL 2"x4" ._REDWOOD HE&)ER BROOKSIDE ROAD NORTHGATE PLACE /®----CONST. BARRICADE PER CITY OF RANCHO CUCAMONGA O /5.3/'/6" /02.00' 27.63' /2.90' STD. DWG. NO. 405. APPROVED 8Y DATE 4-12 - O---INSTALL STREET LIGHTS, 5800 L.M. O 7'48'!9" 000.00' 108.38' 54.58' 71�--INSTALL STREET SIGN PER CITY OF RANCHO CUCAMONGA CJTY ENGINEER RCE.No 23889 STD. DWG. No. 401 . DESIGN MADOLE AND ASSOCIATES, INC. R M ENDED L /0'45'31" 800.00' 150.22' 75.33' s� OF SAN BERNARDINO COUNTY t s. � OM ee 5'22'45' 800.00' 75.//' 37.58' CONSULTING CIVIL ENGINEERING DRAWN AND LAND PLANNING• SHEET NO 90'00'00 57.00' 89.54' 57.00' 6¢5 N.Mountain Ave.,Suite 105 r. _ UPLAND CALIFORNIA 91786 C t HECK PN (714 94G-2949 7 OF ED RCE- No /41q/4_ DRAWING N0. 6•H. p YE If3 ? FILE No.rt6•�El 4312 - _ - - - - - - � - - - - - - - - BENCHMARK : - : PRIVATE ENGINEER'S NOTICE TO CONTRACTOR f 1 1 - -- -t- - -� - 4 - - - - - -- - - - -- -� THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR pOTICE: BENCH MARK NO. 96-B i t - - - - - - . - - - _ } - +- - i _ _ - � _ _ _ i i CONTRACTOR SHALL VERIFY -ALL AT THE NWC OF HAVEN AVE. & _ STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE - - - - i - - 1 i - _ . i i - - - - } CONDITIONS AND DIMENSIONS , - t NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THIS PLAN. THE 19TH ST. 44 FT. W. HAVEN AND SHALL REPORT ALL DIS- & 83 FT. N. 19TH ST. , SET i - _ __ _ _ t _� +____ _ i __ _ -i _ : t _� _ _ ___ 1 - CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO CREPANCIES TO THE ENGINEER DRIVE PIN w/C.S. TAG IN TOP 1 I \ PROTECT THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES }- I t. i f : _ PRIOR TO THE COMMENCEMENT AT THE E. END OF A HEAD WALL I t 1 �j I NOT SHOWN ON THESE PLANS , AND IS RESPONSIBLE FOR THE PROTECTION OF WORK. FOR 3-24" CMP--ELEV. 1430. 686 OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 4 YC. SEL- /`�//'' } W y _ _ GENERAL NOTES __ - _ _ _ _ _ - Provided or your enience are the following: _ 1. work shall be dont in accordance with these plans; the City of 6 \ ./ ? P f yo co�v g: All Rancho u R Cucamonga a Standards and the Standard Specifications for Public g �.- _: _� : . - --�- - } - - - -- � - - � �� - -- � A. S District - . _ an Gabriel Valley Municipal Water - P Irk ' Works Construction current edition. Contractor Mr. Bob Stallings•�' :� � lings (213) 969-2718 shall be familiar _ .�.�QFi� }. - : �'� \ �t�; - - - with and shall be responsible for adherance to these Standards and + ? t ► f t for Base Line Road construction P ! Specifications. B. General Telephone (800) 422-4132 i { fi -� _ - _ _`_ - 4 for underground service 2. All pipelines or substructures of any kind, telephone or power poles, ;� - _ .� s valves fire hydrants, etc. shown o } r not shown on these in t t t ' t� Company ( ) S 9-2889 water meter \ C. Southern California Gas C an 714 2 � � y i 2191 E. Birch Street (714) 529-7070 plans within the right-of-way limits or in adjacent areas where D improvement work is to be done shall be removed, relocated or protected I Aj Brea, CA 92621 �p �l 1 -� �F- ; in place as required at no cost to the City of Rancho Cucamonga. �_ _ g • J p 1 D. Cucamonga County Water District (714) 987-2591 r _ t _ _ _ x } i i i i - 9641 San Bernardino Road 3. Any contractor performing work on this project shall familiarize him- . Rancho Cucamonga CA 91730 self with the site and shall be spiel responsible for an damage to y P y g ! ; OL'�G'�C/!✓N/ �s :^ �1 I a� ! _ i facilities resulting . E. Metropolitan Water District (714) 593-7474 existing f ting directly or indirectly from his opera- + �- - - - -- - - - facilities are shown ts43?d - *� Rt } } } tions whether P.O. Box 54153 on these plans. r or not such :� �S1 y :e• t . . . . . Los Angeles, CA 90054 r j � q/s �✓4: o i 4. permit shall be obtained from the City of Rancho Cucamonga Engineering i v o ' F. Pacific Telephone Company 714 999-5639 A { - -- of �- (f1 p y ( ) Department prior to any encroachment or construction within City of _ Rancho Cucamonga easement or right-of-way. -` - 'e -�-` - - - - -- - -` S. All grade stakes shall be set by the Contractor or Engineer. Paving -fi #► t r I-W IN - + - -- - -� -+ - - - /W 45� RAW stakes shall be set at all hinge points, edge of pavement points within 0.01 foot of sub-grade elevation and at not more than 50 foot ` � �$ 3 + - + ? -} - t + -- - - - -} `- - tt.5' tt.5' intervals. Additional paving stakes may be required by City Engineer �� 06 as needed at warped or vertical curve areas. t\ 0 ; j 6. All sewer, water, electric, gas, phone or other utility laterals, go If - ` j -` } t 1 I + j ` -r ` I •�8' ��FT. mains, or crossings shall be constructed prior to paving. f f I Compaction tests f i S[OP�y� - O�d 0.29 O./7__ 0.29' _ 7. C mp on t o embankment construction, trench backfill, com- --� -t- y _ i : : i - 7C',�'115fi� At�E� 6Hr Of > eC'T/d�iV: LI�1/ - _ L__ _ _�_ _ ___ _- _ _ _� �_ - pact ing original ground and all sub-grades shall be performed at no � � C#'.eO.Syl/ 1'�' G „ CONST. S'/DfIVAZK PER cost to the City of Rancho Cucamonga. A written report with these } i f t - �- - _ __. - - - } +- - CDNST J A.C. r t t !'O T. d'CURB E C/TY OF AFAAlcgo compaction tests shall be submitted to the City Engineer for approval D ER PA h f b • L CUl'A On/� prior to the placement o ase materials and/or surfacing. � 4- -t t CU/T NA T/VE -5 OIL . DWG. /VO. 310 . / E � } * O f0 TE ' ! ; i i t f i TF'e A TD r' 1 d o j } i + } 4F ,eAA1CL/O C4MOMMA T P/ AL . ^40. 303. S. At he completion o paving, a materials report shall be submitted to 1 . y -+ - - - - - - _-: - C determinations ted to } OFlLE + 1 + + -4- 'Y AJ G TYPICAL SECTION t c i S 1 / t (r]'' A the City Engineer. Lising all p + ++ tests or dete nations cpm le f } } } } ,/10e 2 / s 4Q ; ; NTs verify stability oil content and Gradation of asphaltPaving _- VILLA CREST PLACE 9. Prior to installation of any paving a materials report shall be /44 /45 /4G /47 /�8 /49 �ASfL//VE /SSD , - submitted to the City Engineer. Listing all tests or determinations 6J 6' completed to verify: R-Value, sieve analysis and sand equivalent of ROAD aggregate base. CAUTION g, a7'�t1t * t•a.s' HIGH PRESSURE GAS MAIN. CONTACT THE SOUTHERN CALIF. GAS CO. (714-529-2889 OR 714-529-7070) 10. When improvements are to be placed on native soil which consists of a AT LEAST 48 HRS. PRIOR TO START OF EXCAVATION 6.5 Ce 4.5 /O K /O •x /D /O' 4.5 5 rocky material, the sub-grade shall be prepared by removing all rocks OF ANY KIND IN THIS AREA. M �+ EASEMENT - which protrude above the sub-grade and all voids or depressions shall A CO��' be filled with a fine grade material of a quality better than the natives Y l �i ++a t' .�, MODEL .SLOPE y'/F 048' O.t9' o./7' oi' ac 14��FT material. SCALE /"_.f0' ��.y�' yr . ^'� ~� N e t0 S/rE 11. If the asphalt concrete is to be placed on sub-grade, a soils sterilant �y� 4 Ih T G� N pf MAIST. S/DEAIALK registered by the E.P.A. for use under A.C. and P.C.C. shall be uniformly Q �Q C \h �Q/ !!''.. PFR C/Ty OF CONST. 3 'AC. OVEk CDNST. d"em 45&7/7,P applied at the manufacturer's recommended rate for the full pavement UQ J`�� :C,*EEKe RANCHO CU('AMONIA COMPACTED /�/AT/VE So/L PER C/TY OF ;?X^ICNO width prior to paving. STD. D wG. n/O. 310. - CUC'�lMO,VGs4 57D. DNS. V Q sr ; TYP;Cq�� NO. 303 (TYPICAL) 12. Estimate of quantities is provided b the Engineer onlyfor the con- % G� '` \\� y TYPICAL SECTION venience of the developer, the contractor shall make his own deter- \ � t11 \ �► `- C�� �R/W ni . -� -- -- �- - �` 37/WO ?4.5'FM(--A1 If w" CREEKBRIDGE STREET * /o' FROM NAdE,v Avr M mu CJr9T a4er urination of construction quantities before submitting a bid. Any (.•� y�' p TO VIZZA VESTA PLACE. �' iN ALL OTNEQ c.a�s item of work required by these plans which is not specifically listed W x X INDEX MAP '- 5'/WD ?2.5' /N ,4L.L 07; in the estimate of quantities shall be considered as included in the 4.1 0 IV 6. C�t5�5• #'iE b/•5' fRoM A1AWA1At/E._ M JW.LAC�PEST other items of work. PtAC'E. 57.5' /HALL OTVC-R �/44 Al 00'O�'OS"H/ �325.54' ,4i A47 /,�a NF!9r•L/NE OF SE[T/O/I / /G'j' /W 13. Street signs per City of Rancho Cucamonga Standard Numbers 401 and 402 _ } _ _ � 65' /Oe' shall be constructed at each intersection. G' J4S /49 /04' s ,9 � HAVEN b,. �- ,� A. ; AVENUE Is is 34' 83' '94� 14. City approval of plans does not relieve the developer from responsibility ��C} for the correction of error and omission discovered. during construction. " --- =l(,EP) 19 t �G EXIST/NG �, T, �, go, Upon request the required plan revisions shall be promptly submitted to - _ t _ _ _ /e' //' t3' 20' !t' t' the City Engineer for approval. '{J - - _ _-_ CHANNEL OYEeLA�' r 1 T� /2' y,4P" Z=lo' V f4 �x b ��� \u - �� k p �' -�EP q� hazard free, �' 41 10 0�(/ b 1 ti� z tib bti ll b ti� / b�' 0 �' ('t 15. Work site and exterior streets shall be in a neat, clean, J �'ti l`ti X �' va 14' �� 1 l� �ti �� �i' `� �'� '�'��_ Crz} (:_aJ / orderly state, throughout construction. Site shall be cleaned upon < < _ NDerrV ASU _ U�trE _ / l �• A�'�/ y g P b - 1 �Z..r -� request of the inspector. s / ti�q �k1 U�,� sr `tib /(i Ea'T6Ll. 3 v" 7 e� Q1 3 ,Zda.82 rc. r /(i 0 1 2/ ` �� ,ZB3.,SF.L 3 - L_J 0 a, 1fa'2 MEANDERINS S/DEWALKContact all Utility Cotrroanies as reovired, 48 hours prior to excavation. PER G/TY OF RANCHO U U ? CUCAMOAIGA 6TD. DWG. N�J t NO. 304 " ,zazg 3 Z rr _ FuruRE a 2/ IMPROVEMENT I b 0 ti LIZ,•o,�t N q Al eo e-v rt,4fFic ist.�vv�G �r1YCOiVgr /7 GOMPA TED NArlVE 5 5 �J 0 j Of.P.�•v�',.YD G'!i�'•D�lo�r/,� ro. �ti6 y�j e� �t/O. 3/4. 601 L. (S EE�/orE 9.) K� ,, ,,u TYPICAL SECTION _ �i► J t0 2/ J ZZ f3 f4 b r s �}. � STA.145+13.84 TO STA.147+57.69 h f!/TU,QE ♦ 4..5' 3; 1 �� 0 b Q eoTs V Z HAVEN AVENUE , a p0 s ► V AZ rZ1RE LOTS �1 CONSTRUCTION NOTES / CR E E RIDGE R T V V a p p 't• h TI-9 SEE PIAN SNT. ZOFZ >� �� '� r ?o DESCRIPTION of REVISION ( / CONST. " A.C. ON COMPACTED NATIVE SOIL. 4•�GS�F � U ,ti _ � � F /G'-� v DATE APPROVE CONST. 8" CURB & GUTTER PER CITY OF RANCHO CUCAMONGA a-- CO,</�l'd.9P/.'/ PE.eG'/TYOfq _J 55' 108' STD. DWG. NO. 303. /./70 L•F ,P..�.�HOClaN/Di1?7Xit$4 :STIP As iHe ao. �4, 4)_CONST. HANDICAP RAMP PER CITY OF RANCHO CUCAMONGA g2,W0. AV 41,514 IEA � Y �" CITY of RANCHO CUCAMONGA �;{ T .r t',iia-1 34' 23' 24' t7' STD. DWG. NO. 310. '� �''� � k < - 18 Cov.�j- Cucd cUroFf lsas�G /�,e \ � �+'� F'rs,RT ?� 40' T' 7' 40' �-CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. ��c.to.Po �r .sr� x J /3' , //, 23' =0, TRACT NO. 12317 � 1 DWG. NO. 304 . •3.OG4S.F /27, LEA. b ' - 4' Ga-CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. /9 /N9TAz e TyPF it"/HATKERS \k/� -1 T-i ::51/ OYECL�4Y JE, 2•It DWG. NO. 310 & 45 & 61 . 5 STREET SECTIONS. ` -7 EX/5T CHANNEL ' Z 'JdB.S f. w�TH R- 7 S/GHS. MODFL < l �/' AC i w 'J CONST. CROSS GUTTER PER CITY OF RANCHO CUCAMONGA SITE _ Y (tr%) (! , MODEL SITE STD. DWG. NO. 308 (x=31 ) . -- •�90G 5.� ��o�/r��o��P �G Ef ; 3;; r 1 rak-r---- -� � HAVEN AVENUE $�-INSTALL 2"x4" REDWOOD HEADER. l(o / o a-CONST. 8" CURB ONLY PER CITY OF RANCHO CUCAMONGA Z/ /,t/STiPGG.+�`3%rL PdGG�o�I 2 ° i� �I ' r o u� u, AT CREEK STREET a STD. DWG. N0. 301 .To BECo.Nsr• .e'/OG/ri%/CgfLy W/X-GyrT�,e 37✓�' L.F = o `-J u W Z j� I Z� MEANDER/NG aIDEWAL/t APPROVED 8Y GATE .z _ -CONST. BARRICADE PER CITY OF RANCHO CUCAMONGA FUTURE Z U p� U �2 PER G/TY OF RANCHO 3 83 STD. DWG. N0. 405. /O'-S L �. 3; 112318_! IMPROVEMENT M J �� ig CUCAMONGA STD. DwG. CITY ENGINEER RCE No 23889 INSTALL STREET LIGHTS , 9500 L.M. Z E.4 'S NO. 304 DESIGN MADOLE AND ASSOCIATES INC. a-INSTALL STREET LIGHTS , 5800 L.M. ' Z E,/ __ _ Atvieca sv. G'Lr'•t l 7• T,t°4��/C /,44APROP i�,e RECOM ENDED �- INSTALL STREET SIGN, PER CITY OF RANCHO CUCAMONGA C�t/•e 1/E OA 7 A 417-X .���-�c,�o �����u�,,� " OF SAN BERNARDINO COUNTY STD. DWG. No. 401 . 2 E.� aro vw� ,t/o. 3/¢. TYPICAL SECTION ON6T. G A.C. OVER S ts'l/ INSTALL TRA STOP R RANCHO � OELT.q _ ��1J/US GEN�iTi�/ TAS GOMHgCTED NAT/VE 501E CONSULTING CIVIL ENGINEERING ' D�yy�J AND LAND PLANNING SHEET TRAFFIC S O SIGN PER CITY OF t LOCATION MAP N.'r.S. Sew C!/1.4•v0 c Oi�t/ 645 N. Mountain Ave.,Sults 105 CUCAMONGA STD. DWG. NO. 402. 2 �� L� wae,04"' , 3S' �¢9B' !y.1AW' STA.148+09.99TO STA.149+19.84 E,t'/ST P.p�E��'.v�' SG6��f�' UPLAND CALIFORNIA 91786 Z 2 �-- CONST. TRAFFIC ISLAND PER CITY OF RANCHO --- ,yrs. ��0�-3%�"' �' 999' sem' - HAVEN AVENUE PHONE'(714)94i, 2949 OF CUCAMONGA STD. DWG. NO. 314 . i74'�•f FLECKED RCE No /¢* DRAWING NO. Z (f )- SAW CUT AND JOIN EXIST. PAVEMENT. L. ® -OZ'/,o �Ji0' /125 L./'S' o v3rr . • o.�co P ,W wTi✓ - TI-9 �'`� OA s/?s ®•� FILE No/zt;-a�s /9 L= 741 L^/81 L't4109� Lh38 �,' LcX/ST�i ���0 -- +�? 1 : 1 1 : 1 . , �4_4 : ��P8z4� A e o ; /4r t 'sZP@ 2::lt I # t t } t i BENCH MARK . i , /a /4 % /;A� e4 . 4 g' \ i A4 v P F LE EFT+T. -7-el- 'A/ • 3Z sir } - Ca �1 E BENCH MARK NO. 96-B } - - - - - fi- + `` 6 19TH AT THE NWC OF HAVEN AVENUE : t 23 ,� - $ O ST. 44 FEET WEST HAVEN & 83 � :V �\ a9 a� °� h �' — V ; : : p _ ; r ; I I FEET NORTH ¢ 19TH ST. , SET DRIVE { ; •��.,��,,,,- :� I PIN w/C.S TAG IN TOP AT THE EAST mot' = - - -\ 5= -b. O V f av 4� i i i - t --+ { } } hi - - - - t -�— - -� ._ _+ _-t i { } - { I 1 i END OF A HEAD WALL FOR 3-24" CMP oes 01 - - 4 : + •- - - P�°0 LE� ,~E. T C.; ; j i i. i - .� * + i 1 m; 1 fi i- �- i i i i T t t { ELEV. 1430 686 11 12 I AL "Li lQ0 ti }Jjob -+ 'o t T 1 � + 4 , 1 Q r : I0o 1ti.'C. I t � j • 3 _ / _ , Iz- fVP/ , rBPP9 t r ; : ISU j 0 �4" 3uti ; ti i fi i i , t � � _ t t t - - -+ ? 1 - � -- - + t r ! + f , + + a �eI4* + 5 lo--14F , t i T ; o �. c t ; N h 0 h N f i i __ _ i P�Po4 LGA �E inioc _ } t t r t , ' BA/GaE ;.ST. r l a0 11L C_JwL ��' i i i p AaiPrioAi o d' o i - } a Ta24� i } -t f + a ✓ i i s�apf dp 2�. - - - - - -- - - C 5/ 7 ' �� � � �*r`�T• �� � � -L -�- f � � + t I i ; i ; ! ; + - - - oc - : a - - }--} - - }- - - - { + _ � - —i -� _ - } + f } 1 t oQMti: Qin f t 't , t _ _ Na r\ . i i f , } { _ �'�- lAat9Z?' L t� t + f i + t f fi + 1 i ? :EX/Srt G�,�A ' / L� �O E :R fl : 1 ' t , i 4 i - r - - - - - - - i - - + -cc } + - I + t , : f , , i i , , t i , { I - - - - - - - - t i � -� + l : , t ; t i f 1 - -: - f 1 - 4 1 - f1 11 I 1 j t { ! i + - + - - - 1- fi— - t 1 I : } + { L - -� - + + t f , i I , - t / Isr 4 t t t O CONSTRUCTION NOTES CONST. 2�" A.C. ON COMPACTED NATIVE SOIL. �-CONST. 8" CURB i GUTTER PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 303. • O STD. HANDICAPO. RAMPPER CITY OF RANCHO CUCAMONGA . 0. 14 5�---- CONST. SIDEWALK PER CITY OF RANCHO CUCAMONGA STD. DWG. NO. 310. • i W QD_ DWGSTNOSI3 0 iE45ERAC6TY5OFSTREETOSECT SECTIONS. STD. h STDST. CROSS GUTTER XPER'CITY OF RANCHO CUCAMONGA SEE SHEET oft S�INSTALL 2"x4" REDWOOD HEADER. VILLA CREST PLACE 9�—CONST. 8" CURB ONLY PER CITY OF RANCHO 1 CUCAMONGA STD. DWG. NO. 301 - P�ANe R14Nr SCALE. /"=moo' /0 covsT. Bq P,PiCAo� E•�ooFsT,�E�T'r �oe�,ey�. � �,e Ft/TU,�F �oTs if.s' s CREEKBRIDGE STREET , u f/ /.(/JT.QLG �T,BEET L✓6//T5 i►5eo G.,11. W /,, - 10 7. �d 45, SEE PLAN B ZFC7' 12 /il/�T.S'GG ST,��ET�✓�, Sd�c.�t! I � °t.5 ,a' rs' U /3IV ae' 0 0 20 v / l� �i s' 00 3'TO. owe .rio. -moo/ ni �; r71 5 . 1 �;�� // MooEL S/TF V 0 0 \ 2100 -if 73 �ti ,�i M t0 2/ ,4,� O 23 t4 tA (AZ17-11R, 1-0 75) t 0 ' f o� �° �° �' u I S'�dT� 9 - 4 1► �' // ��t /I/�� SG a��s' 37.00' 6 444d 40.00' Ns�"S3'6Z"E a�ti t h &2 ��. is l �t 2�3 � • Ret• E tt Lg�e /4 F 10 ti V V/ L-IL ti ttib�5. 7 °J rt p o rc. 3i 5 .� PL ✓� �t6� ` b:3� F tZ its �REEK N. 00 �� , , \ D� X8.9 irE2.o� . Z 'taa, az�c \ Z 34.43' �► /9 '� � �.• e, r.4t f.� � `c ,e � � 5.67' 46. 3 3'6 40.00' 46.D0 ' Ok �V 0 r Z s • t0 O II O0� 17 t� `�•� '�oz:. �•se iz�` h �1p b p � � �Ir W a t \ y 4 0 W 1 30 t9 ?d 2G es SEE SNEEY / Of 2 �� v �k1 !G 3s2r, b �J GRADE to DRQ/N FUTU E LOTS DESCRIPTION of REVISION ()ATE APPROVE x m �� CITY of RANCHO CUCAMONGA,'� TRACT NO. 12317 . 1 CREEKBRIDGE STREET CUR t/,= Z2ATA C16WM!E o.4r4 �CO/VT/NUED� VILLA CREST PLACE MODEL SITE Q DEL TA RAD/US zemarN TAN Q DIfL TA ,PRO/C�5 LE/VGTy TAN CREEKBRIDGE STREET l0 90'00' 00= 35' 54 98' 35.00' it 8' Z/' 56 222 ' 32.4/' /6.24' Q /i°/B ' 3�0' 50' 9.87' 472' Q 2• 45' 5/" 200 ' 8.57' 4.83' VILLA CREST PLACE Q /4• oz' /o" so ' /2.2s' a./5' Q /B° 46' 3 Poo' ���' 33./3' APPROVED BY DATE _ r ® 8° /'y' 3s' 2o2 ' 29. 36' /470' /ao55-'03 " P/8' 7/ 519' 36.3Z' GTY ENG►NEER RCE.No 23889 © 26° /o' 52, 20o' 9/.39' 46.5/, /G° Z/' Z3" /82' 51. 96' 710./6' DESIGN MADOLE AND ASSOCIATES, INC. RECpM ENDED ° 5. OF SAN BERNARDINO COUNTYb---C'�� 43 300 49.03 t4.57' Q /D Z9 04 POO 36.60' 18.35' CONSULTING CIVIL ENGINEERING Q 9°2/' 48 3/8 ' S/. 97' 21.04' © /5.41 '48" ZOO' 5479 2757' DRAWN AND LAND PLANNING • SHEET 545 N.Mountain Ave.,Suite 105 Q 34° 30' 27 IS 2' /09. 6/' 56-53 ' A Bt' 00' Z3" 27' 38.65' 23.49 SG 8 UPLAND CALIFORNIA 91788 2 OF 2 PHON9(714)985.9629 Q 9° Z/' 48" 28z ' 4G.o9' 23.09' ® 79°2325 27' 37.4/ 22.4i' HEC KED RCE. No /¢B/4 DRAWING N0. ® 4° 5B' 49" t/8' /8.95' 9.48' Q G>E/ DA E T'6f� FILE No B19