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HomeMy WebLinkAbout2841-2-�—_— ---y{.�--- - _ _ _ � � _.._ _ Vii_ _ _- _,::��-t-. _�:' �- _t _„�” __,���_ .__ .__..__ =-- — ` -F-- -_—+ ��_I� ___� _ _ __--- _. _ e�=� v�=- - __ _ � � __.__ � � � .- :-- _--�-__.__ _._ _ _- �. t _� € _ _ _+__. _.,q � _ ¢ _ __-- _____s—_ --- ,-____ � .._.__ __ . -_- t, � � •-- _,..��.� � _ — _ _ . PROFILE SCALES -�� 0 — - - - - 3 VERT. 1 = 4 _.._ _._ 5 6 7 8 9 10 11 12 13 14 15 16 17 q INT. NEW q INT. OLD (E INT. STA. 8+83.90 BASE LINE AVE. r UTUR r �J T r I STA. 11+82.44 BASE LINE AVE. 3i i I STA. 11+92.44 BASE LINE AVE. _ / �_ _ r 0'.41, /' 0 J- / � a bm 71 a ZMb �w / 3 4e/i`� ► 9r> G u -Lim- -)c 0 MH �J j I /'1 �A - �STiRG'V CURIT- or\ ' "' w H� r` -- ,._. zdo A T12 z d GUTTER az m x�, `� clSiluc`�' -CURT MEDrAR o �fi+�-3� �T }Z., zU_ _ z t O, w z o TO REMAIN z^ EX 12' F '� w q 1y w � M o m „ az WAT. 'n ci $ ® I �m C14�' O �} Q Lai ^ ��co 04 N 04 �� >� I tmD �z� iV dt GUEXISTITTER CURB f7 W � N m g 4i row w A n c i to � CL< EX. 45' S D. fy owcn EX. TEL 7 Um �cc�f rM ao+'O = ±>� w`o loco ON oco �+ - - - - - LINE C-4 6Uj 6 � rn NgN � 1 cn a: I i N mW'- � mw~ EXLINTEL + Za:rn - _ ___. 1288-70_I r3s- - - - _ -- WCUT__ 8 1288. TC of _. _ __ - - m T-- - - STING ME -FAN - v oo- - �- '5 - -- 1283:97 TC NDN 5 2 B 5 CURB NG MEDIAN 2 in RN (1288.20 d Nzrn EX. 8' z�$ SAWCUT cn y4 �� -r' ,��� �y°' E 1283.47 FS�- - EXISTINGMEDIAN / a.,� a ------- e p 1288.3 FS SAWCUT c~n wc�iN 1287.56 TC SEW. CURB UNE k- CURB 5+0o s+oo 7+00 +oo 1287.65 TC 1285.68TC v -50 �ti� v T - - - - - k ti n inn -- ------Llt - x . f.«,'. 't8+�6 �«. .» ._Z�( _ _.– x-, _ j — i — — — — LINE a 90 55 T - - - - - 285 Ii70'-- L. j. , _ °_ 'm 289.05 TC C 1288.90 TC) 1 C ,8 .�-- --- - ��� (1290.05 FS) (1288.55 FS) 1288.40 FS - "fiOS7iNG"MIE - A �C WCUT� - __1287.53„SC 7.4!TIC� - -. -----EXIST♦ti6-ME �xlgT. R .. FI . CURB 1� F� `ti�g`� LINE 1 ,��,�o��. ANG. PT. O EX _ _ EXISTING 6' CURB MEDIAD EEXIST.BE SSEWER IN MANHOLE ATO 1287.03 FS (1286.94 FS) f° AT41- CURB -BE FRd iED IC- 3 4 SAWCUT TO REMAIN PROP. 8--f 2 LINEN ( 3 4 Q 0 4 ` yV EXIST. LANDSCAP f, �W I LOT �' p 777 EJ 1 CONSTRUCTION NOTES 2 &11 CONST. 6.5" A.C. OVER COMPACTED NATIVE SOIL. CONST. 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. 33 SAWCUT & REMOVE EXISTING A.C. PAVEMENT. 4 REMOVE EXISTING 6" CURB ONLY. 55 RELOCATE EXISTING WATER METER BY FWC. 6l—RELOCATE EXISTING STREET LIGHT 100' WEST. 7� REINSTALL ENTRANCE MONUMENT ® STA. 7+50 . ELECTRICAL CONDUIT SHALL BE PROVIDED FOR NEW LOCATION. TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CURVE TABLE Number Delta ` SEE DWG. Nd. 2840 FOR ^ SEED . NO. 2840 FOR WAT' Tangent A 11'34'53" STREET WIDENING IMPROVEMENTS ON SOU SOUTH SSE OF BASELINE STREET WIDENING IMPROVEMENTS w -EXISTING 8 CURB 1` _ �_ _ _ _ �-_- > --- - - __ --- _- ___--®- -- -- - T - do GUTTER ------.--_ -_--__.. -__. —..�-- _ _ _ C 180'00'00" .7 J _ L im - -- --- ----------- -r ` yV EXIST. LANDSCAP f, �W I LOT �' p 777 EJ 1 CONSTRUCTION NOTES 2 &11 CONST. 6.5" A.C. OVER COMPACTED NATIVE SOIL. CONST. 6" CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. 33 SAWCUT & REMOVE EXISTING A.C. PAVEMENT. 4 REMOVE EXISTING 6" CURB ONLY. 55 RELOCATE EXISTING WATER METER BY FWC. 6l—RELOCATE EXISTING STREET LIGHT 100' WEST. 7� REINSTALL ENTRANCE MONUMENT ® STA. 7+50 . ELECTRICAL CONDUIT SHALL BE PROVIDED FOR NEW LOCATION. TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CURVE TABLE Number Delta Radius Length Tangent A 11'34'53" 303.00' 61.25' 30.73' B 11'35'31" 303.00' 61.30' 30.76' C 180'00'00" 3.00' 9.42' --- D 11'28'42" 300.00' 60.10' 30.15' f XIST. APE �. LA LOT T” k (SEE PLANS) ANDSCAPE L Y �l, i• A BASE LINE ';r�e`� 4 ! � q-•• � ��� � � ,cam-"`. LEGEND h� t � \ i' ri' ? H.P. HIGH POINT ori T.C. TOP OF QUR"L"EVATION �` s F.S. FINISHED iSURFACE ELEVATION F.L. FLOW LINk [ELEVATION — I SHEET MkTCH LINE F� TRACT BOUNDARY / PROPERTY LINE --� DIRECTION OF FLOW .X XX EXISTING SPOT ELEVATION JT�r� C J J_1r,- 5j J 7� J G.B. GRADE BREAK O.C. ON CURB B.C. BEGIN CURVE A RECORD DRAWING E.C. END OF CURVE P.R.C. POINT OF REVERSE CURVE AVENUE J¢ �� � PCC 1 1 1 "= 40' N REV. REVISION DESCRIPTION DATE ENGR. CITY DATE O A4dl 5 L► s";, 2 28-01Ke SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT L Added ece,-d Qeaw; D-44 " 7 -OA RB FMf lot COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 40 0 40 80 COMPACTED NATIVE SOIL. 1 ff= 40' scale feet — IIIc 1l1ft1rrrta,.lOtt Ott k ! +b ' rh�t1? ; .'?r . . . POINT OF COMPOUND CURVE QRpFESr mrr, t ho �'effie- d f;1 iF'^ r•^I 61t �T)VOI, ' ii' #i"�' r" ti B.V.C. BEGIN VERTICAL CURVE c�0 < Q L. BDi F z r,nn trVd1*�"t. HALL & FO,,'!� ?�c' Fid... I►;t� -'' Imo,.. E.V.C. END OF VERTICAL CURVE �� � v t;� Q p/y ��yy ,. I1na rpFroundfaCt,l�'/ f^c.� ��r r d- ictlorl�. All above fro DESIGNED BY: DLB yt Exp. 12/31/01 * ;, � mac, pro. CIVIL , facil''`.es can be readily seen and verified by the parties t3a:: V.C. CURVE ; APP Y O E���\P F CA1-� a Ilse same. 1M WATER LMIDDLEOINEVERTICAL {t E* 12.31-(X - TY ENGINEE R.C.E. -W426T 1 DATE: S SEWER LINE cm 777,-,��7,,71 CONSTRUCT 6.5" A.C. OVER 7r FOFCAtlF N REV. REVISION DESCRIPTION DATE ENGR. CITY DATE O A4dl 5 L► s";, 2 28-01Ke SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT L Added ece,-d Qeaw; D-44 " 7 -OA RB FMf lot COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT. 40 0 40 80 COMPACTED NATIVE SOIL. 1 ff= 40' scale feet — &Inc.CITY OF FONTANA, CALIFORNIA �,RDL a 71/iSTREET ��� `� ❑�A IMPROVEMENT PLAN K� -7 m Civil Engineering • Planning - Surveying - Public Works 9 9 9 Y 9 DRAWN BY: FOR W No. 24573 M 1152 N. Mountain Ave. Ste. 100 Upland, CA 91786- (909) 982-7777 BM MEDIAN AT DESIGNED BY: DLB yt Exp. 12/31/01 * PREP ED UNDER THE SUPERVISION OF: BA E NUE CIVIL % "� ��0� DRAWING NO.:2 CHECKED BY. APP Y O E���\P F CA1-� RICHARD L. BOWMAN R.C.E. 24573 DATE: HG 2 T101 TY ENGINEE R.C.E. -W426T 1 DATE: J Q z — 0 i 0 J J Q z — z co t w SCALE: 1 "= 40' 1'=4' Ld oz o DATE: 03-21-00 Z i 0(0 DRAWING NO.:2 wo 2841 2 T101 o�