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HomeMy WebLinkAbout1266-D BENCHMARK Chiseled box on the Northwest corner r , V tl of headwall at the Northwest corner of } �Xist a/"DU/70' .30 2sl of 0 �` ti '� � �l Valle Vista and Red Hill Country Club V Drive. Qh \ ` hh phl � � V Ci V � \ Q C7: of Curb 4 M h1 V , V Elevation: 1401 .31 11� ; ^ "� v b t� X11 46 �, El 98. 49%,r Q v • � o - _ � ti I�i�1. 09.29 1430 East a J MATCH E,X16 0 L -/.��.%Z' V N R0c L ED CURB 446 V /OD !/C. �� \ Togo of Curb v V ci ,,9 6!P = 33. 78 L - /24 99 _ /9 Easf of 'Q d/ 449 a/a a4 -4/B� b '� NJ lu EXrsf Finish SUrfaCTe Of �, O% , `� v�I - 29. �8 ��- �- v °^ h '� '� o °v 4 a ri h W � � �� * ti ® ti bk E � . �; � � � `, �, � ti h � � �� > Finish � . � � �► a JQ � ,� � acsJK in Y. f al 0 to 1430 10.5 ,- y `h Exisf GroUno a/ tin r- /OZX - fan. r f410 "Ecst /00 VC. o L-.377,5" �_ ti ti Finish .Surface Ci a �° i!PI. - '59.19-5 �' •o�y - - of Cronin Z/tee o �'�Q 114, 3 �•Ufura Too o>`'Curd o V VPI. = Z9.,S3 To o{ Cw-b \ 0 `' \ '� /9 'West -600 -- - moo--- Zlv'ry z F of "RC.P. P"'o HG.L.,00 T ----�'_� 0Z Ixisf CroU�d .�D'/�est of -� — V I T �• j 4430Wett _w ..__.� ._.� __ . .._ h 1410 � �' 1300 Fast I 90.�ZF leIRIr.� 1?49,00 10 PROFILE y, HORIZ. 1, =4 `L ' . .N_; _ .. i SCA 1��= 8 LES' VERT 1 .. .. ..,._ . m. ... ... . ...M.w _ __. _. � St - 5 6 7 8 9 10 II 12 r� PLAN 1!'!'A'>DE E,NERCE�Y[•Y ,ICCESS EASE,NENT f0/P ��h � y �G{ SCALE: I" = 40' D.R. 98-24© FOOTH/LL F/RE D/STR/CT, HARD SU,9FACE r0 (r O � t �C1t �� AF APP,VPS,0 er oraorwLL Ims- D/STR/CT. a a �► O` Q ahs 'y 5 '� a (AW IWALF*414174/NED BY Ti1,F C/TY � `,�! \ \q E� 0 p 3 r dr FIRE D/S>Ricr) O��.e Cg °4 l0R/W c�.-r� Data ' QCOCK /Y�ILL C �1 � �"t � Re l"- n" I jc, IM h 2 e=709¢Z 5 n • N 0 � Q Pri va Conncczlions fo ��✓� G k G r=6o.70' i 4 sf orw Ora yn. No f fo bo (i q \� r- rr-' r I ( I C'C r G 3 '' I b3' >l� �C Cb. Cur Ye Dwla Cu/-de-Sac mainfgin�d O r) �� 2 \ J 3 �� R=,�18.AD M R/H/ carve LYztGt J T JBDJ IIISIDJN �� a =� ze. oR 5a. A'/Bc is uriuriEs S / �) ;) fi ti V Cb.Cur re Data �+ !� • [_.56.69' d= /9e•oo'oo" EASfME,YT,IND /5 t 3tI 29 —J -/ ` 8 ryP) r'-45.//' 7 L=/7Z.7`J' D�C4/NAGE f,4SEMENT �o 'd= 709'42^' t C J N 7 fIE�P TRACT ND/35¢/ V4 © O �' A �' P + ,4s RECOROEO 1— a k ' I tQ �, T" 6/.•f 5' b� S �, Ll.Gs' o 7"" \ x00 mea •3t•OL 1l 0 �, I g rP rt tt 9 I C 60 ,� 5 _ 9 B W I�Q To ro osec�' B f✓Qter Line = V� h EX. W/.m-R n?ETER vl f 3 W l� �/' 2 ¢` 'J"/�'0 — — — 5 9'� fofC�i�a — — — �� J b E CQ� -�� © EX/ST. � . D _ � we c� I- . V O syn-- — _ _ F .PEM ✓ EX,ST. T?EEs 1 D � � - - - --. - 4-- _ lr- ,- .--_ -. •. _ G�� f�� 4 L� � C N c/,VE / `p�l q --- _ .- _34'.E Q EX/ST. 2 � 5 I p� k _ _ -- PROPOSED lf4rER YACYE f r� tF - � � _ .4'�cf s F �{/ 01 g Rl1N eGEf' N. �.{/` Z ' s�x'cu r a C ✓M'r 3 3 1 - 1 , a o I� 4 h 3 "� � 754.22 I t'' 7 3 f 25 PU.f. OD e4' D NAGE E,4 3 — -- . �. SEM Q O 5 r � 8 �• Q ENT h b• r ,,• ,o A.,+ � � X01 . 77 I O I b �' c I to . V o C . 7 I � - OrUS o � * I � I Co T � RM OR.4/N CUR E DATA 4 T o u I �dP L.f t �f8 �P.C.P, t0 O -� � _ .- , a ti � _ ��+,r� mss ����t � v�3 4P 8 O � � � - - �- -- - - -- �OEESSfp�, i l tr m -tl I ,f b 1 R= 45 '9l A0' P/POPOSEO 8"SEINER [IAE \ I = v G =95'.54 0 �,• /Curve Data l c � /000.00' t6 cb. Curvs Gla x 11 V a Cb. cu Drafa T L O "• L = 75, 52' `" C / d= '!•O '4Z" I CW'd = "T I I x = CO/ViS/. ?/40 N 1. ~ W Q �e 3� in m �4 /QC.P DODO I z : t•o�'��~ IZ �Id ,'Or T 4989 T 61.58 L; '3, �o N 9 r__46.4171�8 Trncf A/o. /354/ J l�0 i oy T Cb. Currle Dafa S 42 -/ 69 - 70 r � _ CONSTRUCTION NOTES — — ,-. � • r����r r �6 /J a o I ERRA VISTA Tf ,5 e4' /added Rolled Cvrb Ste 6144.22 fv 7x44.22, F,ddcd D,W3 F 1 ^af frFe9 6 Revsed Consf Notes. I_�, 44 O la--Construct 3 A.C. on 8 A.B. (minimum structural section) � V D �N. ee/er6 •gssoc,ates Per D.R. 98-?4- At -2¢ G or as determined by the soils engineer. .f'/�✓ Cury.0 actfa Croavn Line Cunt Ditea 0 0—Construct rolled curb per Cit of Rancho Cucamonga Std. Dwg. R=B6.G1D' R=535. 32 ' 0 CI Y P Y No. 105-A ti v Vie=/8.00'00" Des /s•4z'¢o" 0 �, DESCRIPTION OF REVISION DATE APPROVED 3a--Saw cut and remove existing A.C. pavement . T=/3.94' Adjust sewer manhole to grade. CITY OF RANCHO CUCAMONGA 5a Adjust water valve to grade. Q a6 --Construct 2" x 4" redwood header. 7 Construct outlet structure. l5 Gallon — - --- �-- PLAN and PROFILE (3—install street trees (Type : P/afanu5 �t Ceri�o//d � SeeS�ree�Tii+eA/o�rs on S/i«f /. Q �tZ' J' 9' 9' 9' /t' SIERRA VISTA to RED HI COUNTRY 9� _ —Install 5800 L street 1 fight by S.C.E. (fo be eoordina�ed an�paid rby the d�✓e%per.) LEGEND C LL CON Y CLUB DRIVE ]0 Transition from 6" rolled curb at start of local depression to O 12" curb face at catch basin inlet . ' B.C. indicates begin curve r (� STORM DRAIN 0 f f Consfrvc4 Concre4e drive gpprro2ch per Cify or Rancho Cucamon92 �I / 014 � 0. 4. / I� E.C. indicates end curve C 3 o' //ne I indicates flow] fine V (See General Note No. 1) TRACT NO. 13 �' 5fd dw9• Ab. 101 10'widc / no win s. s+l►�.., ®� Relvoile - - - - Ilf \a F.S. indicates finish surface APPROVED 0 S REQUIRED TO 6E INSTALL H _ - 3 E.P. indicates edge of pavement C BY: DATE: T.C. indicates top of curb a 0 CITY ENGINEER RC.E N0. 22397 SIDES OF TH NNIERDMENT TO 2 �/ 2 Cb. indicates curb MUNIGIP - 5 ADO ' P.U.E. indicates public utilities easement DESIGN - RECOMMENDED (xx.xx) indicates existing elevation Q LANE $ ASSOCIATES �I Z• A. 902 W. NINTH STREET QAi NOTE: /f' a Overlay an or Removal o,<' A.C. iS r v� ,f _ TYP/CSL SECT/ON h ,� UPLAND, C1- 91786 any y d/ / eq re � ,vo SCAGE DRAWN (714) 981-5602 SHEET Sha// be coordina4ed wi•fh fhe C(fy Pub/ie Works Secfion. TI =5.0 Q Irrfr -d 4 STREET T.PfES / DSP/rFAPio/PO�ICHAT Q L A Z of 4' /r • 29 5T. 6f64.7.5 PE OR 98-24 ' X-K CHECKED 7 E N 24838 DRAWING N0. Rpl�-31-89 �E$C/P/f T/U/V OF f�El//S/O/V DATE i4PP�POi/f0 C//y DATE 9"27 88 FILE No 86-44 Blo-4�