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HomeMy WebLinkAbout2810-9 Record Drawing400,0o V,C, PI = 1093,62 1 m L Ur 1'1lp PQ F 1338.3291 J �� M oY > - .--� _-. .o kn M -j \ Cl) L - Ln .-..01 M (U o N M + (Il In - - U M u.-..-.0 + o Ifl .-: + o lr) Ifs M N �t • M + OvCD � U o O ++ M �^ '-' .`". + o0 0 � n 00 O� �+ --� N ~ to �D U to M '- o u u. - If�� .`"-� + LT N o N M o o +) O� N M o 07 N lf') W o 0� �/-�/// �'VI /�/I �u /4 /4 /4 oM (U o N o f` ^ + (j' o N V o+ (U �0 M ^ I� V M .-1 �O M o O+ lf7 o ..y .-a M Ln In 0 N o I� M o + ON + U7 o o t17 Q` I� In u� o co'7 to .-. + -ram M o M o '-' + 0� M om + ON o } } In o N u .-, .-, 7 o V o 1. 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V '" V f' In CD N to tT) o + O� oo lllp - 1338.3291 ^ PROPOSED EDGE OF � w�,ru OD ;i PAVEMENT FLNWLINE RT, N+�M +� oM TO MATCH EXISTING '� N EXISTING FL❑WLINE RT rUm N+ �M OCD --•N co u .�.`�.(m•7 tvu CD �- n r- C RCB EXTENSION BY OTHERS UNDER SEPARATE r, o+ 'D o o M o + o GO D + 0 PERMIT PER APPROVED ROUGH GRADING PLAN (CITY N + o M o o o+ © + 0 on OF FONTANA DRAWING NO. 2803, CALTRANS PERMIT zr n NO, 08-99-N-MC-1464) F 8+00 9+00 10+I00 11+I00 12+00 13+00 14+00 15+00 N 16+00 17 C2+43.8401 C2+7�4.3211 C3+ .8011 13+35.2811 44 70 -) m CL EMBANKMENT GRADING BY OTHERS UNDER SEPARATE 201 TAPER OF C4G /0 9S (41 SAWCUT EXIST. Q PERMIT PER APPROVED ROUGH GRADING PLAN (CITY 9AS2S Tc TYPE E JOIN FIL =, OF FONTANA DRAWING NO, 2803, CALTRANS PERMIT z ,� N �O° (11109) LIP t NO. 08-99-N-MC-1464) \CH CT IN PLACE N 16 � + rn PARCEL E338.0031 LINK FENCE Zo (1110.6) FL O rn 12 m ~> 1095.34 TC [338,5121 EXIST, TYPE E C&G CEL 2 + o v M_ M I- + d 1089.41 1095.34 TC N � v_> � � r- _ 1094.68 FL / / C2+78.9021 Q � wY 15 v rn� EXIST.INV. 1094.68 FL 9+15,03 CR /// R/W !L Z o d o II CATCH BASIL{ DET(UL. 4 EG C&G AND AC FEATH R O Q n + I- �3 SCALE: 1'=10 1111.4 TC JOIN EXIST LIP 13.0481 �u w 15 - wQ 1n � 13' PUBLIC UTILITY 0' CURB TRANSo ^w^ �- + AND LANDSCAPE [338,7553 C.o o£ - _ n 15 EASEMENT 1110,73 FL MOVE EXIST <*a NQ a` 15 --+ r- E338,5511 Y E C&G 18 Q mar _ N c+v+ (02m TOP OF SLOPE - ,n PROP, R/W U 43 2;1 43 EXIST. EP 2 41 3 PROPOSED C&G 52 T -_ - -_-- - - -- PROP. C&G- BRIDGE -- O RAILING 18 lA 12 27 0 /ECST DIKE I12 - S r lA 29 4 497(36�� Oo n EXIST. EP--� u. ,u o U F W Li �0 O LU.9 U J _ + 0- MOo� (CI MHO �� oLn � Up ^Mph oCO Ol +om�o o� Co o + T o 0 1,457. 1.36% + M -----"_- r- N V In 00 o M o 0 o M + o + o CO ^ M U, ,. M M II M II II X v X X x X X X w .. .. X C3 w o o o CLU U ~ o� o� U O ~ Q jj-U Ln O to o In + +o o +a, �GO °'ON Oj +'� �� No +M 1`� 1.33% CO • U t- fUi' J � o N I- o N PQ o tU Ln + z + 0 .-. In ON o , ^ �. O N , b Vi X o M �� + w PROFILE SCALE * �� �C) PROPOSED TOP OF CURB RT HORIZONTAL: 1 "= 400 VERTICAL: 1 "= 8' 18+00 19+00 20+00 0 U v z 0 U 0 20 40 80' 120' 15 �a PQ 1 " = 40' + a Ooxc�tr-- 't w�cflrn Ln U')M rn 06 - N Do 00 PROP, R/W 53 lg 19+12.37 BCR 14' 1100.33 TC 1099.66 FL 5 v 45 X ST, STORM C/L STREET v o v �LJ� Q 3+00 9+0 16 10 0IN 0 11+ u 72+00 13+00 29 14+00 15+00 IA 16+00 17+00 29 36 18+00 rN A 19+ 0 N00°07'56 W _ -. t- WY - -- 29WQ I --- -- - - - ----- I CA F.LI 840] AC - [2+74.321 ] [ +04. 01 ] 12 26 [3+35. 81 ] 29 12 26 EXIST F.LF 29 cr F EXIST REMOVE AC PAVEMENT fi 16 4 18 V ... DIRT TO EXISTING FLOWLINE EXIST. AC w PROTECT AC BERM AND 13 _ _ EXIST. F.L. CO Q BRIDGE/ BERM z, uo) _ DW QO 10� �tiS CURB IN PLACE, \19+22.54 BCR RAILING LIMITS OF REMOVALS ¢Q o U ��x e, EXIST EXIST 6 EXIST 13 zv n- CHANGED 3� Nw� +oQN O `<^P��� -- ~ /EXIST NX CONC DWYDIRT AC DWYN W3EXIST 12 1100.52 TC O ^ o. X� �= DWY L3 II +aAC 109985 FL U 2 oa Z v EXIST~NwU DIRT z3 EXIST cowrDWYLEGEND LL / w .0 Q (1097.19> z R/W 30 0 } Ca U LL ('j co CALTRANS R W - UDWYo 17+00 EP U L, 3 j� ~ m '--- ww OZ Q w ca Ua �- REMOVE AC PAVEMENT M Q� W w wz o+ P.P. # 665466H � w to ¢ P.P # 809790H o o T �+ m J �Q o� `O W/EXISTING ST, LT. o= a L Ln CI I RUS EXISTING COUNTY R/W OZ v ADBERMS L + ¢ o CONSTRUCTION NOTES 36 ADJUST MANHOLE COVER TO GRADE P.P. # 665468 V � +� PROTECT EXISTING z AVENUE o - PCC SIDEWALK, 4' THICK U U DRAINAGE STRUCTURE 41 INSTALL ELECTRICAL CONDUIT, PULL ROPE, & STRUCTURES PER SCE PLAN P,P, # 665467H DATA 1A CONSTRUCT E01831 AC OVER EO 521 AB 43 INSTALL SIGNAL CONDUIT, PULL ROPE, & PULL BOXES PER TRAFFIC SIGNAL PLAN O DELTA/BEARING RADIUS LEN./DIST. TANGENT COUNTY OF SAN BERNARDINO r4-�--- CONSTRUCT CURB AND GUTTER PER 44 CONSTRUCT CB PER CITY STANDARD 121 (W=10') 13,0481 O 86°49'46' 50,00 75.77 47,31' -m KLQpORTATION/ FLOOD CONTROL DEPARTMENT 5a CITY STD. 101 CONSTRUCT 2' [0.610] MIN AC FEATHER TO FORM 45 EXTEND OR TRIM 24' RCP STORM DRAIN LATERAL TO JOIN CB SMOOTH JOIN 12 REMOVE EXISTING AC DIKE 49 INSTALL GAS LINE SLEEVE PER SO. CAL GAS PLAN [0.1011 13 GRIND AND OVERLAY AC PAVEMENT 52 CONSTRUCT PCC SIDEWALK 4" THICK AS NECESSARY TM FORM SMOOTH JOIN DIAL TOLL FREE 1-800-227-2600 AT LEAST TWO DAYS BEFORE YOU DIG I�GG N 00°07'56'W 389,06' N 02°59'03'W 79,81' DESIGNED BY I DRAWN BY- I CHECKED BY MK APPROVED BY: N 01°59'02'E 392.18' SUBMITTED BY C.D.E. s N 00°07'18°W 22.00' RECOMMENDr APPROVED BY n(77/ ASST, DIRECTOR OF TRANSPORTAT; N DATE O N 00°07'57'W 175.45' 53 REMOVE PARTIAL RETAINING WALL FROM EXIST TC UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 1 15 NEW STREET LIGHT - TO BE INSTALLED BY SCE CALTRANS PERMIT NO. 08-OO-N-MC-0115 LA D DEVELOPMENT ENGINEER DATE DIRECTOR OF TRANSPORTATION DATE TO PROPOSED R/W 16 SAWCUT EXISTING PAVEMENT PLANS PREPARED UNDER THE DIRECTION OF: REVISIONS Engineer City BENCHMARK: CITY OF FONTANA .- No: Description: Approval Date: Approval Date: 18 REMOVE EXISTING CURB & GUTTER pYVO ESSi�N9� RECORD DRAWING mow, N6 s - ENGINEERING DIVISION 26 CONSTRUCT AC DIKE PER CALTRANS STD A87, TYPE A ` /� PK NAIL IN LEAD 6.46' WEST OF NORTHERLY AFL Consulting Engineers Drawn by: FONTANA AUTOMALL Scale: 5' NoZ 21g0 x' CURB RETURN NORTHWEST CORNER OF INTERSECTION 225 WEST HOSPITALITY LANE, STE, 206 K.L./S.M.S. STREET MPROVEFvENT PLANS AS SHOWN ./ SAN BERNARDINO, CA 92408 �[ -3/ oo OF CITRUS AVENUE AND SAN BERNARDINO AVENUE, Designed b : CiFTRUS AVENUE Date: 27 RELOCATE EXISTING SIGN * sos 3a1-3aea, FAx sos aa1-ana g y O J �/�•Q.i/s/�-�,�� 71/z�oQ CITY OF FONTANA DATUM. ELEVATION = 1136.67 J.M./R.E. 7-10-00 29 REMOVE EXISTING PAVEMENT SEE SOILS REPORT yff Cl vl l �� RONALD P. SHELDON R.C.E. #32180 DATE Checked b : STA. 9+00.00 TO 19►YL37 Dw No (.A MY REGISTRATION EXPIRES 12-31-2000 y t-�K - 9 FOR DEPTH OF EXISTING AC) - J.M. R.S. Approved: 2810 h..�-C..M-J� 7-13-00 / FOR ----CITY ENGINEER R.C.E. �640%4 20 z