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HomeMy WebLinkAbout698 NOT A)1 work shall be done In accordance with these plans, the City of Rancho Cucamonga Standards And the •Standard fip=1ficatiMs lor'Pnbllc Warks Qns2� - current edition. ' Contractor shall be . iallilliar T with and shall be responsible for adherance to these Standards and ESTIMATE OF QUANTITIEST111ACT NOO 9584 Specifications. McCRIPT1(=>N QUANTITY UNIT 2. All pipelines -or substructures of any•�ind,-telephone or'power poles, � O CONN- A.C. F>AVEMENT. 1G�4,�1�11 �'r 2 �oN�T. a"c. cote GUTr�12 �Tt� # X03 e,o89 t.t- water meters, valves, fire hydrants, etc. shown or not shown these a-•- plans within the rjght-oi-way lImlts or in adjacent .,areas where 4 GON�T• Gi2pG� � �utTEt2 �TD•^S 3a1 1364: Improvement .work is to be done shall be removed, relocated or 5 Iri�TALL 2TR��T �If N . �T1�r 4014 >=A protected In place• as required at no cost to' the City of Rancho OizemovE t3Ai2i21cAr�1: 3 �•�• Cucamonga. G 1Nc0-rAL_- V,>O D t_UM1=N �T�I✓ T LIGHT lG> .. The responsibility of adjusting nlanholeor valve covers, paving repair ER.c•P SD ) 146.32 LF. 3 O CONST. 24" D- 12 So and paving replacement in connection with sewer and water, gas, phone, CONST. 18 fZ.C.P. SDr Co. 1250) 34-13 LP 2 DETAt t. ol�l SNT, S electric or other utility line Installations will be the responsibility of the CONY-r. coNc. c�pt_t�.R I EA owner, and shall be accomplished In compliance with appurtenant - CONST. C.B. PF--P- STo 502 2 EA . S'�. C Ordinances and Standards. 0- •• 0. ,� O CONST. co. PC-9- 5T'o 5t t l �A C. 4. any contractor performing work on 04*-,project shall familiarize himself 7 "' cot�T C 1G�1✓T t� %4---WAY i�� �T3� 300 10330 �� with the site and shall be solely responsible for any damage to existing t:3"CLt128 CaNI•Y OX C2055 GuTrE2 251 l__.t s 3� ��/ O facilities• resulting directjy or Indirectly from his operations, whether or e"GF.TO 12"GF. �RAN�,ITION 22 L.f=. 38 Irl(•� not such facilities are shown on these plans. ce CANS-r. GROSS GUTTER �vTfl. 3G j 1t4a 5F 39 S�b� IN STALL STREGT SIGN PER STD, -DwO. 401 4 402 4 EA • �� 4p O�r/ 5• Structural sedl0 TO BE R•15TALLED •C*-pavement, determined' by Shading on .street, plans-indicate t' 42 6. A permit shall be obtained from the City•of Rancho Cucamonga Engineering Department prior to any enroachment or construction with C,q 44 •• City of Rancho CucaTorga easement or right-of-way. ..� NYON 4g R/w Raw �; 3� 3 r6 7. All required stakes shall be set by the private Engineer, "ter 4 30Eo' 1 ' 33 �w 8. All curb and gutter v where grade Is less than 0.40%, shall be staked IZ ' 18' 18' 12' 32 with 3 offsets at 12.5 Intervals. Place 3/4" dowel pins at all expansion P No. 2 joints. 30 9. The structural sections shown are minimum. At the completion of 3 �4 20� rough grading, soils tests, Including "R" values, shall be taken and a • n' r 3 material report shall be prepared by a qualified soils•engineer. The z p Ig co report shall contain a proposed structural section and shall be submitted to the City Engineer for his review and evaluation. Approval will be - � -� r. 2p given when all structural section requirements have been met. ' r' ill !0. Sub-grade stakes, driven to the pavement sub-grade elevation, shall be • ' 2 The stakes shall be set at all hinge � v / ] set by the Contractor or Engineer. g points, edge of pavement points within 0.01 -loot of sub-grade elevation € 3 2�o Z -and at not more than 30 foot. Intervals. (2 'Additional stakes may be TYPICAL 5E CT l O N 60 R/ `l1/ Q t� needed at warped or verical curve areas, sub-grade stakes shall be in 1 = IL Q lace prior to a'vin to permit spot checking of sub-grade b to ction- N or To SCALO � � 50 P P P ; g P P� 8 8 y • � Z 19 22 personneL . , t�j 11. All sewer, water, electric, gas, phone or other utility laterals, mains, or RIDGE CANYON DRIVE11 � 1-7 24' 2S 51 Crossings shall be constructed prior to paving. t8 23 f" 126' Compaction tests of embankment construction, ench. backfill, TI 5 SNCET lei j 1 compacting original ground and •adr ll sub-grades shall be performed at no �. z cost to the City of.Rancho .Cucamonga. A written report with these ' No•4 r CANYON:,s DRIyEF SHEET 5- 52 compactlon test shall be submitted to the City Engneer, for approval :prior to the placement of base materials and/or surfacing. 10 9 8 -� 13. At the completion of 'paving, a materials report shall be'submitted to Raw R/w 0 g 4 3 2 I the City Engineer. Listing all tests or determinations completed to 5 verify: 7' le' 18 7' •. •� (a) R-Value, sieve analysis and sand equivalent of aggregate base. s _ . (b) Stability, oil content and sieve analysis o: asphalt surfacing. Z o.22 3 14. When asphalt-concrete is placed on native soil which consists of a rocky 2 material. The sub-grade shall be prepared by removing all rocks which protrude above the sub-grade and all voids or depressions shall be filled . b INDEX MAP ith a fine grade material of a qualitY better than the native material. f 2.0 _ - ,l-2Oo, SCALE : t •,:.e; ;,•�r 13. If the asphalt concrete Is to be placed on sub-grade.'A soils sterilant registered by the E.P.A. for use under A.C. and P.C.C. shall be, uniformly applied at the manufacturer's-recommended rate for the full pavement width prior to paving. TYPICAL SECTION 50' R/W . , 16. • Estimate of quantities Is provided by the Engineer only for the NOT TO 5EAL.E convenience of the 'developer, the contractor shall make his own determination of constructlori quantities before submitting a bid. -Any - item of work required by these plans which is not specifically listed; in SHADY LANE COURT RUNNING FAWN COURT the estimate of quantities shall be considered as included in the other items of work. J TI 7 1.7. Contractor shall notify San Gabriel'Valley Municipal Wates'District, Mr. Bob Stallings 'at (213) 969-2718. Forty-eight (48) hours before t7EEfZ CAN`f0N t�RIVt; commencing construction in Base Line Road. MORNIwcp 5TH VRNv=_ 18. City approval does not Include water'of sewer system and estimate of f-f�)t5"_-T quantities. WW `� � LGICAZ'IOht • 66 RRillQ 19. Street markers per City of Rancho Cucamonga Standard Numbers 401 R/w su S � F add 402 shall be constructed at.each intersectlon. I RIflGE cp4-roN vR20. 4;1ty approval of plans does not relieve the developer from responsibility 11 ' 22' 22' 11 ' i t the Gorrectlon of error and omission discovered during construction. CAf-1lgTEl. CO-15T:.UCTION NOTES 6•Ei 5.5 H AVE. U on request the required plan revisions shall be promptly submitted to the City Engineer for approval. 0.1-7wlusot " A.C. PAVEMENT b'JER A.B. r ' 4 AVE. &CONST.- Z s3 21. Work site and exterior streets shall be In a neat, clean, hazard free, O Z GHAFFEY 2O--CONST. 8" CF CURB & GUTTER PER RANCHO CUCAN102.GA STD. DWC. orderly ;tate, throughout construction. Site shall be.cleaned upon NO., 302• requeo of the inspector. ' -- C> r - - _' - -;. 0 > LN ®-CONST. CROSS GUTTER PER RANCHO CUCAMONGA ST. DWG. NO. 309 •• �,. . ESPECIAL CROSS GUTTER) . PAWgAY GRADING VARIES BETWEEN CURB & R/W. D ESC R I PT I O N o f REVISION GATE APPROVE TYPICAL 5ECTIOW 66� R/W O- INSTALL STREET SIGN PER STD. DWG NO. 401 . 402 . CITY of \RANCHO CUCAMONGA NOT To SGAlLra O INr6fALYI- >70G� LUMEN 2T12i�___i=_r W&HT \0 PLAN AND PROFILE VICINITY MAP 0-�N�r: coNc_�r �(Vr_-W .Y t�� �ro� � DEER CANYON DRIVE CANISTEL , AVENUE t4c:) - To SCALE �g -- �ONJT. CONCtzETE CRO1aS CUTTER PER l 346 TRAG.�`N TITLE. ° 'SHEET TI 7 STREET IMPROVEMENT PLAK APPROVED BY DATE /o-27-pi GTY ENGINEER RCE,No 23889 PRIVATE ENGINEER'S NOTICE TO CONTRACTOR NOTICE ' T,h3 existence and loc tt99n of any underground utilities or structures shown. CONTRACTOR SHALL VERIFY ALL BEt�1CH MARK tJ� 224 - - DESIGN M DOLE AND ASSOCIATES, INC. R��D� on these plans are ob�ithad by a search of available records. To the best of CONDITIONS AND DIMENSIONS our knowied9e there are no existing utilities except those shown on this cHisl=t_D "rl" ►N STH CURB RErL-)R l 1820 E. A 16th Street pian. The Contractor Is required to take all precautionary measures to pro. AND 3 H A L L fi P 0 R T ALL 01 S• F 1 structures of shown o these CRt:PANCIE3 TO THE ENGINEER � Sa=. GorzNt=R HA�/ti=N A�/Ei�r.Jl= ANCA ��W� SANTA ANA,CALIFORNIA 92701 . c�NEEZ' �i'nes ct the utilities shown, And any Other lines or t n a n a wil__50N AVEC (Ul✓, PHONE 714.835 2548 ,ans, and Is responsible for the protection of, and any damage to these PRIOR TO THE COMMENCEMENT OF or structures. OF WORK. et_EY i8t"1.�3. CHECKED nL,, 148(4 y RCE. No � OR-AW.iNG N0. GTE 10-6-91 FILE No 698 'J N I lG�•tC1`� Q - - - - - Q 0174 ------------ 0 _ - -- - -- -- - - - - - - - In n - wit - pn } -- - • - -- - - - - �' � N � �- ' �o off- , v - - - - - - - - - -- tt _ J M p 0 UN 1` ^ -- - - - - - - - - � � - - - fit - - - } M o a • Cil ; oo�4► 0 6 - - - - - ------------- - - - - b c X5 • } \,'j, N O �1 - - - - - V - - - - -T- I 7 p - , { ° Ail /511, + - 0 vE �U �h � i � 7 t ° , � - -- - - � - - - �9 Q c� -�-- -- - i — - - - - - N N -- o - °� 0 v °� N - r - ..... \\i 1 ! 4- - -- — — — — — — +-- — �— }-- - -- --- -- - --� }-- }— }-- — — -- } - — -- - — + —_4 -1 - -- - - -- t- - I 1 - { - -- -- i -- - - fi 7 0 r4, - ;Z 1 - — -; -- - - + -� -- 4-4- � G I --�- ---t- -- - - - } t t - - - - - - - -- - - t 1 t I - 2S ZG 27 28 29 30 3/ 32 33 39 35 3� + i J I l9 � Q aN 42 43 44 Q 0 37 38 39 40 41 A 71 N LN V-1�pz- N N 7 (30,00' , ' (30.00' 13000' �� W (30.00' 130.00 13000' 13000' l30.00' 13000' 1500 �,/� tF M M ti s�• � I 6 N"II*-Le taw Z a N N - Z ' ' v 11 - 130.00' 130.00' t3o,00' 130.00' 130.00' 130.00' 130.00' 130'oo' i REMC7vsp 6xltiT. R � � }- C' m SARIGApE x + f + l9 cJ 29 28 m a m 36 35 34 33 32 31 30 � r N (E) [DEER CANYON DRIVE Co::sT.UCTIo:: NOTES: DESCRIPTIONof REVISION GATE APPROVE ©-CO::ST. " A.C. PAVEMENT WER " A.B. OCONST. 8" CF CURB & GUTTER sER RANCHO CUCAMONGA STD. DW"-. CITY of RANCHO CUCAMONGA NO.. 3 0'?. ' PLAN AND PROrILE ' O-4 CONST. CROSS GUTTER PER RANCHO CUCAMONGA ST. DWG. NO. 309(SPECIAL CROSS GUTTER) . O�j ----PARKWAY. GRADING VARIES BETWEEN CURB & R1W- O5 INSTALL STREET 'SIGN PER STD. DWG NO. '401 .4402. DEER CANYON DRIVE 6a-- INSTALL. 138Gb LUMr--N STtzEeT LIGHT.` 11 � . APPROVED 8Y - DATE /o-Z�-l� �coNGr• GoNCIZET� DRIVEWAY P>=� ST17 30►� CITY ENGINEER ?ko6j RCE.No.23889 DESIGN DOLE AND ASSOCIATES, INC. REQ� DED 1820 E. 16th Street DRAWNSANTA ANA, CALIFORNIA 92701 SHEET kv PHONE 714•835.2548 , �n� Z, - OF 6_-- _ CHECKED ►Un• G� �RC.E. Na14814 pRAWIN N0. 2a;U DATE to- S-Bi - FILE No. 698 jX4 110-14-7 r - - - 1 c 4 XZ 'Pao, 611v c L - 10 OL 0-0- - - �' °0 k- 000 $2 0000 - -- - - I �= o p J M - 0000 0 0001" 01 0000 A � lrQ 0 ° 0i m 90 JNN PAC. 000 1-100 - - 6. 01 I - ¢ fill - ¢ - - - d` -- N ✓ W p^ s V• 01 0007, N - - - I t o o m �, - \\j - - - rgcu_h _- - - 0 00 � x, 01 Oeo - -- - - - -- bl - - e{ - _ v --- - - - -- - .00- 0000- t Z _ - - - - 1 F_F _Tl I F rrrr -- /� /7 �8 /9 20 2/ 22 23 29 �s t � , 7 Se r o. RIDGE N Z GAtJ�/O DtZ . bE�� M o Ir 5EE SHEET NO. 15 �Nyb h 0 > I� h 30 30 _ 2� r In a t2' I ta' ts' .t2' Q 2 5 2 6 R r ►� °'�' (b - v t 3ro•85� 8 Z6 1�ARR l CAVE 7 l� off¢ �t.i3F5 gyp.mH� ^a v 2• �� Noo°ol'o�"w 2 M N 33 11 G3. y, D �o • - - e - - - - - V - _ G F _ `�Co _. _` y 7g V TG EX►4T. 4T�•1=T LlG1aT �T` •6'�F i p� J�� Ex15T.0C�J `off ^' • Q[ 1440,00' EXi57.RJW � i4.o•o0' 14.0.00` � \ � � S t40•oo' 5$.50 EAT.SCE.TEL. -- �� + + � � 52 r `_ 51 50 49 48 -A DESCRIPTION of REVISION 0 _ �! dl �I DATE APPROVE w 0 � COIN�TRUCTION NOTES: k ��, S?ORM VR6.IN _ n p CITY of RANCHO CUCAMONGA a^ ��E SNT• FOR CAN15TffL AVENUE 4CONST. A.C. ..AVEMENT ODER A.B. PLAN -ANO PRO BILE CONST. 8" CF CURB & GUTTER PER RANCHO CUCAMM.GA STD. DWC. _ CURVE DATA NO.. 302. - ---- --- -------------- ---- ----- - � oP, L T TRA GT—N o 9 4-- -CONST. CROSS GUTTER PER RANCHO CUCAMONGA ST. DWG. NO. 309 . �y�5 O9p'00'00'' Q"1.00' 42.41' 8 -11°21'080 1'18.00' 22t.98' 128.09' ESPECIAL CROSS GUTTER) . 3 PAWWAY GRADING VARIES BETWEEN CURB & R/11 C A N I S T E L AVENUE , C -1I°2'1'08" 20040' 24942' lA3.85' 0 ' D -t t°21'08" 22z oozt6 86" ;:,9 68 INSTALL STREET SIGN PER STD. DWG NO. 401 . 4 402 APPROVED 8Y ATE �.:�INSTALI- - LUMMIV E5-r--* t_tr,H-r GTY ENGINEER RCE.No.23889 CONST" coNoRcT>= pRjV=WAY P iz 5-rE? ' DESIGN M DOLE AND ASSOCIATES, INC. D 8 CON57. CROSS GUTTER PER 'RANCHO CUCAMONGA, �-T. "DW G.')JO.30$ � 1820 E. 16th Street • O SANTA ANA, CALIFORNIA 92701 SHEE - DRgW�I PHONE 714•835.2548 • _ . _ _ �,. , 3 . - OF- 6 CHECKED RCE.No.14e14 E AWING N0. 10.1/ T3 DATE 10-5-$1 FILE No• ' 698 ZT.N• Ito-lay - O ' = , •4 -377 oQ /. /9 3 7 vC o o• / O Y. O- - — 4 - N �N� IjO 7r'D kN 'OK a / { _ R 50, O N 5T_ G N 0 - - - IN � 14,. ON 0 /. / S . a 0 p 0 N �1 , t ° - - - - - - - - - - 44 ee - - 0 - 'XE :- o /e. O TTT FT_F� LLLLL .—L I I I w__L I I I I I I I F I I q S 7 8 9 /O N RUNNING FAWN GT. 5C_ALIr: I"=40' V SEE SHEET NO.G `"1 • 4 L= 131. �. 00 eti .00 it V O K= 1p 17 �v L?_a) z t� a1X40.�o, yti' V ° �� jQ�F A 9 o �h t5 F.5 Mt'5921 E E 0 y� �Q ups✓ �� 5�8o�It X Q�• e)1"- o 51'�s' O ,dor�y`At F O ^ 9 18 t� `' M ti 1• e al lU v ti r r G Z 4q 6 `� 122.4-71 � � NZ REJ1ovE0 G)(AT. BAW4CADE (30.00' 130.00' 38 v aB• S 1 >- 0 II 134 21 r 83"19' 1 4.57' v '�1 O s �. � N 3 � 0 � � Z .a8 � ., N �T c 1 O (` 9 + r. 6 iv J -,�? �4 , ` Fyy N8�543'S+!"E 33�.B� ` O }` V� 8 78.SSr go��c 2 3�.5• 0 ") Q 7 + i 129.2or 2 3 �.8° + � � 130.00 � •1 RIDGE CANYON DRIVE CO.:STRUCTIO:: NOTES: CUR.YE BATA, -COST. A.C. PAVEMENT OVER A.B. DESCRIPTION of REVISION pA?E APPROVE ' Q � � -�- 2�-•-- %_ONST. 8" CF CURB & vUTiER PER RANCHO CUCAMO::GA :TD. DWC. CITY of RANCHO CUCAMONGA ' NO: 302. D► 90°00'00" 2 .00' 42.41' L�. CONST. CROSS GUTTER PER RANCHO CUCAMONGA ST. DWG. NO. 309 2-,.00' 38.x,' 23.5 8' PLAN -AND P R 0 r I L E C o3°38'55`' 550.00' 35�'j-1 t?•521 (SPECIAL CROSS GUTTER) . r ° r r TR-A C-7---N 0-9-5&4 p ('� 29 32 03'30 00 I ro-1.91 54 Gil 3 PARKtAAY GRADING VARIES BETWE.':)!I CURB & R/t�T. • E 13P 211' 5dl c oo' 13298' rorol9' INSTALL STREET SIGN PER STD. DWG NO. 401 .4 dot. ���� F oe'2-I" 550.o0 �•9�` Ios•�.' RIDGE . CANYON DRIVE �G,�.—. 1 N STA L�- 58� L U M�N STR>=1=•T L I�HT. - � G 21° 08'2-1" �2.od . 19 .30` 9928' �J GONS'T• GoNGR>=T� DRIV>=Wa`{ p�R 5TH# �o� - • APPROVED Y DAT8/0-,43-W GH 31'23" 5�`1L•oo' lgo Gro' 9<031' CITY ENGINEER RCE.No.23889 t 2d $1' 29" 550•od let.ot' 915.5.1 - - - - DESIGNECO DED .J 2,0• al' 23" r.�a.00' . 2o3.a� 102.>� K� _ M D OlE AND ASSOCIATES,TATE S, INC.INC 1820 E. 16th Street IJ DRAyy`N SANTA ANA,CALIFORNIA 92701 SHEET 7 PHONE 714.835.2548 Al— - - OF CHECKED RCE.NO• t48t4 tRAwINO NO. _ DATEto-s-8t FILE Na 698 ` 7.N. t 100 All1 Oa — - — _- p ICE '� 3. p - v _ / -7s � � ON 'D tm id- pt _- - d �1 1< R N 00 Ol 61 N top � M �+ I -- /0 o I/- _ ' - s - - °1 h a w 107 3 -- - - - o - _ . o _ n N � � 50 -ft o � M -CCU __ - _ = r: _ - -- - -- - - 4 Al off LLI- -- - /D // /2 /3 /9 /S /� a .���„ /7 /8 LINE '8" LINE "G" 60°00 00 -190 83'0 s all180 z p i- 3.58 3.58' ..•r....:*� ,;;�,�.,�,`. I 0.� ELsv TrZ t912.A'1 1912.61 SHADY LANE OT, . ELEv s t g 12 39 1 912.56 I , a GAN!STEL AVEtiIIJE � 1 � SCALL=• 1"=4.0' SEE %tEET NO. 6 �,9 U W ` New arExist I _- i d N 5EE SHEET NO, 3 5 O' I� �> � D �o I (GG• Pipe - i � • -4- 23 24 �` '` 25 33' , 33i k\� h , 18 Ia H I I 2z 22. I i �� ��og n V I I Yi g C 0� V r S dl p,��F� jt5 N . ��P 1 / 01 154.6"1 i A 235.00' 140.00 IN V� 140,001p4I l�' IIS J�' �. (n 4��� e 9 4J' 7 y !.d. CD Lj I N A1. V '" 3a 3p 3! 2p 2 dD LIN f,.$,� �G r N 3' 30 2 3Q3 11 F S3,�Te - c0 — N�� � +E I - _ _ ��. �I NO TES O �- w 52 WNC. COL�.A+R h�. 97.4 JI f�' 35 2 3 t' i _ __ �I , /. A Ca%fV/0 Co✓loris requred where the change in grade exceeds ") N �� G ��6�' I \ D_ 90 00 00'� R=22.�i0 1 J �� 35.34 T=22.50 O./O fl. per fool. NOZ TO ScAuE 1J1 Q 129.%9' IZ�.ao' lA'1.'11' 210.00 O ` II \ l9 ro+7 J.9 9 + Q ( LjTA. STORM DRAIN �I z 4 3 �j 2 '� ►1' I Y2' 2' 11' r• r. r N F= '©oil - O Ip to _ Fp TRACT 13oUNCAKY � �J III 1610.60 4TA• 4TbRM t7R?.IN - ; + r 3>+ 0 SEG• CON4T. 24" R.C.f? 1QIN E1t14T• ° RIDGE CANYON DRIVff 0 -1 , 24 R.c.p 4 CONST CONC. COLLAR EX1�iT. 24" R.C.R STORM '[7P.NN I Sms �ETA1t.. AT RIGHT 1R TR, 5583 CO::ST:.UCTION NOTES: CONST.- " A.C. PAVEMENT OVER " A.B. O2 ---CONGT. 8" CP CURB & GUTTER PER RANCHO CUCAMO::GA GTI . DWC. , D ESC R IPTI O N O f REVISION DATE APPROVE CURVE DATA. NO:. 342. o T@–CONST. CITY of RANCHO CUCAMONGA A 9000'00" VI 00 42.41' 2-1.00' CROSS GUTTER PER RANCHO CUCAMONGA ST. DWG. N0. 309 O ESPECIAL CROSS GUTTER) . PLAN -AND PR O TILE o�c� Q �--PARKWAY GRADING VARIES BETWEEN CURB & R/11. �j INSTALL STREET SIGN PER STD. DWG NO. 401 . 4 402 TRAGT—NO—. 9-594 1,� �INSrALL 5800 LUMEN! STREET LIGHT. -.- �GONST. GoNcRET� DRIVEWAY PER arm 30� RIDGE. CANYON . DRIVE APPROVED 8Y ATEIo--Z3-�r CITY ENGINEER RCE.No.23889 DESIGN ADOLE AND ASSOCIATES, INC. DED 1820 E. 16tH Street `"� DRgWI SANTA ANA,CALIFORNIA 92701 SHEET .,. PHONE 714•835.2548 — -• OF CHECKED ' RCE.No. (4814 C# WIND NO. DATE 10- -AI FILE No. 698 JW. Ito- W7 -� t V t 18 -SS, r7 IVC t O Ci - - - p, SI 14:u t IR kp - t s -- - - - - -- - - - -- -- N - - - - - - - 2 O SO7 � � > -- -c. - - P TOP F u u 5 �1 0 0 v - - - - - — ' V _ - - - - -- - - - - _ 4 t Y N i r N - C F TA R e0lIrL N N of to , - — _ - c JA J_ oil 000 G -- - O 't 000 Z -T NAl -- - - - - - -- - - - �� o kq F 1 IL v a� 0 q � + _ a D 4 - - - - - - - - N m -- i �7 OT - - - N � 0 - - - - \ a - w t9 - t 0.00 00v_ 4 t OV - - rpoop via IV to _- -- I Q tp I- it 0- _ t1' - - ° - - o, - I - - F- V�' 00 R 8� Z U+ CO + I S 2 2 Z 0 tj 45 $ ± ul i dl -- O N ul 0 ± G O N ' Ql x .N 0 N - I+ - © 0 o p - G Q� — - + fl to o - - - - — - - - ` 2 u' 000 WLop-. o O00, Ql OO" G - �� - ull - - - -- -- - + 8� ^ 71 �o — + ��t 51 - - - C tog 'iG N p L z -,I I-IORIZ, l"=40' t } -- - - vr >_ - FFF O iZI O GE CANYON DR. IZI DGEt CANYON DIZ . SEE 5NEET NO-,4, SEE SHEET NO. 5 � I � 9 3O' 30' 11 12 ° 13 '� �' 50' l2' 18' 15111 !2' 4 q- �� �- � 1 �J n�N a 20 I 9y1G1 DU 3 y h1 8312 11Lro II 1 \ 145,00 _ 139.95 35 �@F2 Q II \ l25 00 _ 4-1.4-2i 3�4� S 43c I! �� II si I _ 2 _ f (I I �0 -0 NOeol'od,W - �! � rte\• _ N — ° I N 00 3810 �/ � 3 P 4 2�a G• ���� � _ -_ ,, A 14 mss. Qo Iy� 4 N I 2 sT A 0 N ��, N �? II ' p r 0SG Y DIle'00 ,�,0 I 120• 4 149 0� �'� 35.83 0 Op r Ie .o0 ' 41.42 35,83 0 3 oo co, 21 06 ° 17 r '` 16 M 15 30' 30 23 22 I I8' i2, 12' 18' 18' 12' + (0 i� 0 RUNNING FAWN COURT . _ - • SHADY LANE COURT CONST:UCTIOP: NOTES DESCRIPTION of REVISION PATE APPROVE (O-CO::ST. " A.C. rAV..MENT O'JER " A.E. CITY of RANCHO CUCAMONGA CURVE DATA� 2a--CONT. 8" CF CURB & BUTTER "LER FANCHO CUCANIO:.GA STD. DWS. 0 L T No. 302. PLAN -AND PROrILE �-CONST. CROSS GUTTER PER RANCHO CUCAMONGA ST. DW%. NO. 309 - - - - Pc A 25"1°28'44 40.00 1?9•"75 — (SPECIAL CROSS GUTTER) . TltACT-NO—* 9"5-94 RUNNING FAWN COUNT 3O---PARKWAY. GRADING VARIES EER`WE, I CURB & R/W. INSTALL STREET -SIGN PER STD. DWG NO. 401 .4 402 SHADY LANE COURT INst'a�� 58� LUM>=N STRt=�T LIGHT APPROVED 8Y DATE X0 -�I-CoNsT CC>NCFZETE pt�1V�WAY PES STI�-#f 3os • CITY ENGINEE RCE.No.23889 ' DESIGN ADOIE ANO ASSOCIATES, INC. NDED 1820 E. 16th Street I DRAW'( SANTA ANA, CALIFORNIA 92701 SHEET -- PHONE 714•835.2548 00, OF- -- _ CHECKED s RCE.No. 14814 DRAWING N0. ATE 10-5 -8 t FILE No. 698 U.N. 110- 14-7