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HomeMy WebLinkAbout3779-2 54.92' _ 55.02' 40.001/C LO.0 L.O.C. PI=1318.21 ad . tSt b 16 1` t b b VI '-'ktla w..34.b 4,1(°) : A.Pog. i-A. 9-.1 •-clR 4 galV_I:"4 1 E 4 51.75' -- . ' g -- °--° ► �Ot 8 55 _ 50.00' 1 COSTING /GROUNpD��•� 44' i1j $t- _ +: '2. ^ ,�'r . •n co ".`+r• ' 47.2!' 40.C. '� LEFT OF C 1ERLI - r `,.. .F_." r -8 �', 4. LOIC. Pk1313,64 $ - • ^ ; \ -M/ . 4116'- $ r. $ _ i J 1., x v+s• • TAN=-1.#;• -0.40x ..-. i~' $ _ -°D -/ =0.657 TAN=2.3 TAN=-0.40% �, _ �' �' 4 -J - - 1 - -�. r TAN 1,- .$ i>, a -. 8c + ,� -- - .,r o ._ 1.T _ I _ 1315-tT { --g -ems --�•� _ +-: `j t� t\ a •\i -lY -- `-'- r �' r i w - - r `�/ r ~ PROPOSED 1C • 32' ' M' �f M' M ! r r r r �.- .. --• LEFT OF CENTERUINE 10+00.00 CL 'NUR AVENUE= M ' q--o-- -- PROPOSED FJN D SURFACE 10+00.00 CL SULTANA AVENUE • • - - - ' I TAN=0.50 TAIN-1.44% `�-0.5 TAN-1 ; • 0 TAN-0.70X i.7Tx N $ 11331 � z 100.00' VC ty A -DUSTING (>ROi1ND g 8 ^ , Z W P'I=i313.51 < • CEJV►ERL11E �n g o 1. , "'- = Z li8 2 g m as , 0.78x ��,,uu ^ d 8 8 $ o g M + - _ _ SURFACE F.'. �W co - • CENTERLINE _' g r N Pi Yp7 0l -;.-1 4_ ,____ -- ._ - use lrfr h -14.7.. .'�-. A te.. p T r.4 1315 CI. 0•'8% 8 3- H ''I ( " '•- 0.a' � . 0 . - - - -- 54.94' + , r` -0 1 - - LO.C. r `,; - - n �' - .o- PROPOSED TC • 32' • EXISTING GROUND RIGHT OF CENTERLINE -• �- '' • U c� ~ H t~ U _• N 66 A 8 cod 4 s4. 1' c) $ 8 4 + ,h N`'• LO $ - �IR ____..---p...). \\ , _ 7 _ 0.53 - I cos t g WS / i 7;!. db. , • c., n...-. •, _ R DUSTING GROUND • 44' $ '- - • . • R s R : 11.0. �' �' �' 8 RIGHT OF �3 - `�+• °D r TAN=0.7 �R' S8 $ r�' '�, r r- ,o ._ - '' AN=i. N $ ^ aro . is"� s h n ii..... c4_ ' - - -t M �; s ♦ r �, r �, �. - 'a "ci 5 ►; !STING TC 032 RT 1 9'LZEL ' "...;t. " 5_ 6 1 - A• t iNGHT OF CENTERLINE ci '� - - - -' - - _ 4 55.03' + ^ LsTxl. "� TAN=-4.5Qi I � �� I LOX. FUTURE FURIRETC • 20' RI61HT OF CENTERLINE - CONTRACTOR T0 VERIFY LOCATION AND ELEVATION PRIOR TO START ± i OAF OOItSTRU 11ON. MU 2400 3400 24+00 5400 6.00_ 7+00 8.00 9.00 10.00 11.00 VERT:fa 4' H .� IRE N 1 SULTANA AVENUE 4) �/�-�� g �� , i SEE ary IVIG' NO. 3767 , GRAPf/C SCNE '' AVENUE GIVE 0 55 Sar IXIST1NG 36' STORM DRAIN IXlST.6" iD ® 40 o 20 40 80 160 SffBG� I) Na •• .. r' « t PER CITY DWG. N0. 3017 EXISTING B. EDiSON UNE i. J a L SEE SHEET 6 OF 11 5'P.U. . WATER 5' = r - I, `1. I , L N _ _ DOSING 21 I' 1 '.U.E. l c�R' •r r� iia �. N� �, I I �!'� �� WATER �� ( c, 8 W 1 f1K]1 s 4b FT. ,, 1 1 �' 1 i ��. MI 1-- V N. 40 .. �-' + .; MUM�L II I.,1''t (') ' t§§3 F �',', M ,0, Il" 5' o, N it ai $ 'j 10 11 III W l /All ,mp• )7 O `Nf. ' 1 I L, 1 110' i r r..�. 3CONS I RU 1 MN NOES •i r I I I - - - 12 13 14 15 16 17 18 19 20 21 Vr'r%i22 - ; I i 't I I t, 1 o r - OVER f2' of 957r OOMPACTED NATIVE SOILIS5 1 II iCONSTRUCT 6.5" AC PAVEMENT MIN iI 1 1 b .,i� Eat U t E OF 10+66.92' BCR 1 - 1 0+67.08 E. 0 O (SEE GENERAL NOTE 31 32) LINE OF a �� ( I III 1IIIMPIAL_,1 SIGHT SIGHT PROPOSED R/W LMNTED USE1 TC .=_"a '/� 1 4 1318.63 TC © © CONSTRUCT 8' PCC CURB 8 GUTTER PER CITY STD. DWG. NO. 1003 i _ \ USE - ;v� �rrr �. ' ' 6 �j • II OCR -Jr I I _ __ __ _ T .4 �; /D !J/ 0�0- \\1.-- COSTING 10' WATER © CONSTRUCT 4 PCC SIDEWALK PER CITY SID. DWG. NO. 1015, WDTH TYPE AS SHOWN ON PLAN W \ �i I � .'� _ _D _ LOT "B' - -- - Q ,« ` � Q'� _� / r��ri:"�� IX \ 1 2.90 TC I / 1 I 1 - i I V� - ! - _ _ ,,,A 7-.;m - �.�. �1> �L . ...%'•_AIlk s � � i 4 ._ :.� .:�,Y-- � (�/ / �U '+ ,....■� Q CONSTRUCT culls ACCESS RAMP PER CM' sm. DWG. No. Loos z g ---- •-- =',s COSTING 10" `Z +� • 1 .� � = f;��iJ 0 PROTECT IN PLACE : 11.111111111111111111111.M '' , ' EP • _I 0 "Tip Irl �� �;v ��; M SAiMCUT REMOVE IXISi1NG AC PAVEMENT Tn A CLEAN STRAIGFIT UNE (1' MIN.) i �- - - - - - �� 1/4V- - 4,, .2 I//!/////ice--- r„, s��Aw:iiI////T " ' _ I I I rim J j�� /� �,� / . ✓ , / P V 0 .� � /� , ��►/, ',I�/,/1� Q GRIND EXISTING PAVEMENT FOR SMOOTH TRANSITION AS SHOWN HEREON IV . �� ,,rte // _ '''__;4 �- /- _ � . �� \ � ���� � \�\�\�\\\����\�- � , � IIS Ar '_' I' ir `�'� 4rjr //0/ / '7 s� �I ' �J �._ _._._. . ._._. . ...._._ _,�� ,/ .,.- ,• ,"/ � -, ,� . Q ADJUST MANHOLE FRAME • COVER TO GRADE PER CITY SiD. 109 \��� `---1/ . \/ r ' i. ����� , / v. �� Z ® INSTALL 16,000 LUMEN HPSV (150 WATT; 115) LUMINAIRE PER CITY STD. DWG. NO. 1016 gl - min, / +.�����c9Yf; g INSTALL 2' IRRIGATION SLEEVE - �'�' - �` = - -� \ 7-IIIUIINIIPIIIIII.N11- IMIIIIIIEIIIIIIIIIIIIMIIIIIMI � d/ /- � CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. DWG. NO. 313-1, AS SHOWN ON SHT 4 --- --- - - -- •►�/ il�ik F.'. ® CASE AS SHOWN ON PLAN -PER STORY1 3448 DRAIN n s I __L 1131 - -- -- -- -- -- -- -a�. -� -- - -- -- -- -- - ' ,`� `%,��1',"���,ilirmeassmoV\II _ ® CO TRUCT ,, __ CATCH BASIN A.P.WA STD. DWG N0. 300-2 AS SHOWN ON SHT 4 SEE SHEET 4 OF 8 ^ 4 r �. }A 41, %/,f'04 ,_ o,- (WIDTH AS SHOWN ON PLAN) ECR , - r •. `�--v-fr)(� ,; © O //I 1 • g, 1 1 ® ADJUST WATER VALVE COVER TO GRADE PER CITY STD. DWG. Na 130 1312.. I H ` I/4 • , y 1.0.;1►. d I BCR = FUTURE R/W = pTN emit ,./!r ak fV .4. FSI' .3. 1 ' O. .1 REMOVE IX. POWER U('Hf POLE (BY OTHERS :� II NDING 1 MILLER - AVENUE �"•i,.ti�.. I ��► , -o • _ o m ( ) r + = ,' r a, 1 1tju I ( , . �� SSEEf 2 4 1290 i + I 1 1 ^ • , RELOCATE DUSTING TELEPHONE PED BY OTHERS II indT,.��` WARR I T \ •• + �' i 13 ~I I'= \\ .,� ��i6, d�� • •1 1 4• S.1. ® RELOCATE EXISTING CABLE BOX (BY OTHERS) I t �� St-al Z I 1 1 I . 1 ^n'w ...:. Y: 4`�-.••c c C) SAWCUT & REMOVE EXISTING CURB & GUTTER A II `� 1 1 I cam A.C. PA10Nf OVERLAY A IS d d 'c� = 57' �'+r • GUTTER (MMI. 0.10' THICKNESS) 8 8 ~ A R 5' cts lei 20' I 20' 12' �' MING �� 11110-1111-06 8 8 ", �� DETENTION 1' 5' rBASN Mae A.C. PA MIN. MIN. 0.10' MN. ^ _ l''. ..'-EXISTING R/W CONSTRUCTION ON SOUTH SIDE OF MILLER AVENUE _ _ _ _ _ >i 2 SULTANA AVENUE P ` 1111210111140 BETWEEN BEECH AVENUE AND SULTANA AVENUE INDK,ATES PROPOSED AC. PAVEMENT SEE 01Y DWG NO. 1290 �A ! - - - __ __ __ WSHALL NOT COMMENCE UNTIL RIGHT OF WAY IS 'f/l/1 INMATES REPINE EXISTING A.C. PAVEMENT , ,. _ _ - ACQUIRED FROM ADJACENT PROPERTY OWNERS• Z5 N CURVE TABLE /IDI ATES GRIND COSTING A.C. PAVEMENT GRIND EXIST. Q RADIUS DELTA LENGTH TANGENT x� A.C. PAVEMENT .. N INDICATES MUTED USE AREA SANCUT MD REMOVET �,C,. PAVEMENT (INN. 0.10' T}NCK NESS) SOF BEARINGS: A 35.00' 89'5446' 54.934.95' BEARINGS ARE BASED ON THE CENTERLINE OF BEECH AVENUE B 35.00' 90'04'27" 55.02' 35.05 BEING NORTH 00`21'45` EAST AS SHOWN ON TRACT 16477, RECORDED IN C 35.00' 89'55'59" , 54.94' 34.96' ()TYPICAL PAVEMENT JOIN MAL MAP BOOK 298, PAGES 59-62, RECORDS OF SAN BERNARDINO COUNTY. D 35.00' 90.04'48" 55.03' 35.05' A N.T.S. CITY ► / A� CALIFORNIA0 REV. REVISION DESCRIPTION DATE ENGR. CITY DATE oor�tsTRUC"tl �� BY' Q <,11 I Of FONTANA CALI Do BENC�111NARK so O PREPARED FOR: ALLARD ENGINEERING P S. H:"..i"•\,_ RANCHO fONTANA SPECIFIC PLAN IMPROVEMENTS NOT COMMENCE CITY OF FONTANA BENCHMARK N0. 360 a� F��, LEr TIMO ��OF MrRO'ViV. LLC A NAIL IN POLE N0. 1563704E AT THE Civil Engineering - Land Surveying - Land Planningcn Z DRAWN BY: TRACT 16992 SCALE: r4 AWANWOMAMMANNN SHOWN PBEON V GIRRIED FORTH N � . 10370 TRADEMARK STREET SOUTHWEST CORNER OF LIME AVENUE8253 Sierra Ague 92335 W No. 43976 m '� OFFSITEPS AS NOTED DIAL TWO WORKING al®VT , THE CITY ENGINEER MAY356-181Fontana, Chi Fax I �L• 1795 * - r i� RANCHO CUCAMONGA AND BASELINE AVENUE. ) ( ) * • 6/30/09 * DESIGNED BY ; i 6 gg4sruE DATE: BEFORE I• DAYS BEFORE REQI E REVWONS TO TFE R/WS TO CA 91730 s� � 2410,006 � + JULY, 2005 YOU DIG YOU DIG _ �� /RIG THEM INTO VMiH TEL (909) 291-7600 ( 0 • 9), CIV 1 e• CHECKED BY DOPDRAWING NO.: `� TOLL FREE 1-800-227-2600 ® ADD SA ! ACCESS WV TO BSN AREA REOONS1RUCf 51���1N1F9/-.2/,05 AND STAT, DS N ERECT FAX (909) 291-7630 David S. Hammer, A.C.E. 43976 1 ,,, F OF CA L X F 0� ml ice. ®DATE`' •�� y 1 76.03 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT C RETIA TO LAMER R IS fl�A 3 (expires 6/30/20 CITY ENGINEER R.C.E. 51152 Filename: M:\dwg\15928\FINAL DESIGN\STREET\OFFSITE\LSTR02.DWG