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Home My WebLink About2349-1PROPOSED TOP OF CUR6 AT 36' LEFT 100' V.C. o > ~ P.I. = 77.32 RC = -0.5653 p > ,l J � 60+65 Wi C9CA ¢ ao W �- U. 0 77.13 TC 76.46 FL at o Q M �C M = ka t0 > U U V h- N to cG Q N Q 0 U o z U z N M O f- a Q c^D I�M� W EXIST. TOP OF CURN r- - g + ,, `1f � + `� $ � ao N °o'` °o '� � _u r AT 36ft LEFT I L goo FUTURE T F URB v~i $ rcD. ^ $ ^'` + O ^ X In CiA AT 36' LEFT ��+' W'w ti ^ S = 0.0020K UJ - - � _ _per• ""' - -. __--, _ _ � �._ �, � __ ---- _ ._ _ �_ S 0.0069 O o� ^ �. _ _• _. - - _ .. _^��--- ------ ----- S = 0.0020 EXISTING FLOWLINE LL.FT ^ �- _ ---- S = 0.0537 AT 36ft LEFT LEFT 975.0 *\ _----------�---- - �- Q z 0z 975.0 GRADE TO DRAINCX > O J EXISTING GRADE > z ^ �`! < ^ N ^ aO AT 50' LEFT -J co M M + N EXISTING GRADE v a^O ^ AT 70' LEFT �! ^ Z ^4 06 ^ S o $� + o F- ^ a0 ^ _ ao ^ U rn -i 80+97.41 C RAILROAD ^ ^ J u 76.18 TOR AT ^--------------- ----------------------------=------------------ ---------------------- v ^-------- -------- ------ tf) ---- v EXISTING GRADE CENTERLINE _---�___________-_----- ------------------------ AT CENTERLINE CENTERLINE 975.0 ------------------_-------------- 975.0 EXISTING GRADE J AT CENTERLINE ��Q z z J100' V.C. > Z u- M �_J �14- J P.I.=76.27 �� °Q. w.l � p°� p0 1�1 tMD = _ ^ C ^ 1Ji N l ` Q FU- 0 iV- ^ ^ �• 0 Q z M gU H il1U r; tM M ^ o�g O CO � Q � g � PR OPO S T F e i u^i 'Q ^ ^ rte• $ � ^ � 5 = 0.0035 - J ^ �_ AT 36 ROW ^ r. ^ 02 i ^ o M ^ N O '/ x _� A2 EXISTING FLOWLINE RIGHT s = o.00� AT 36ft RIGHT RIGHT 975. --- .. _-- .. _ ____ __ _ 0 ____ _- - S 0.0051 � _ S - 0.0020 975.0 M � Z 4 > _Z EXISTING GRADE `` N ►•n o AT 50' RIGHT `� N M^ v _J N d 81-- n 3 H in N O= O V�• a0 N ^ FCi U-• 0 N + u -"SE A iV ^ ^ H p N $ N °$ a�� ep�} n PROFILE SCALE: 110 = 4' VERTICAL I' - 40' HORIZONTAL 77+00 1 78+00 79+00 60+00 61+00 62+00 63+00 84+00 NAIL e FLASH .,L INTX OF I 61+62.50 ETIWANDA AVE.77,34 C 77.67 FL 9 OLD SLOVER AVE `'�- 76.34 INV 61+46.87 M.H. '----�77.60 TMH 75.67 INV I I 0Ln v�� _ �' 80 �� -�i ` ` 81+16.00 Q[2L 075.43AINV 817737 TC16CR DW� BUILDING � 0 �--- _ 8 MEET EXISTING I I J z - _ -v to' GAS '_` POWER POLE _ 80+81.46 M.FI. . - GAS 9 326552E 1 WEST LINE OF _`__`'` POWE LE 77.37 TMH 75.35 INV - j2 ENDONEpi �AIL AD CROSSING -� SECTION 28 = a h _ ` �0 # GT 26911+60 00 77.17 TC 0190k OAS _ SIGN RELOCATE / ► q :b �� i ,.� r 7.-n - TQP 75.28 INV 2WA TE R _ .� CENTERLINE OF 176 r (� i' ��.{ r �- (� �1h�G q. �• 76 6 FL r. `� t; 7 �� : r : ....- J1 S �� .� 79+50 MEET _ _ • aas ,,taANnoN io• GAS - ETIWANDA AVE, 12. i �3 eni I C1 t \ \ E I . 174.611 IN 6 - �� ... OAS EDISON `' F- wATE 10' AS �� 4A C,��- - - Abp\ ,• �� / [� R POti 82 ~ _ 1 OAS IABA I $ A \ 106- FUTURE ZX61 as ,�, �' _ =-- tp• 0'Os9,%�`'®_~Iz. EDISONI4ASIL60XES � � �_1" IRON PIPE h1tiMA ��'71_l'`_`N 77 50.00�,�.�36.00'\1 hti ,, m . ��oq / h 61+36.92 BC 63+05.31 EC37.41 CL INTX OF1 „� ^• NETIWANDA AVE. I 4//�S' BUS STOP SIGNsse 65 11 AI �R80+LROAD� Q_i SLOVER AVE ,r ,o / 9 6 0v�89'STREET SIGN CURB, 79+36.92 EC �� 8 ,�NQ n$pq ��,xo 21 �\ ,\ANG �, wATeR ►L� TIW ANDA AN ',W N�� 77+60.56 �C - - c� >�i 7 Q C o `�u�, \1 �� .X� 36.00' . 7g _ ® _ 79- cso o .-► / 13 GUY P LE PACBELL 50.00' D CA NE S I �a�v t� 3i '� . 199363E 61 T ^o` 9 1 14.75 76.60 TC 75.93 FL 4 3 6„ TREE / 75.60 INV 80+94.50 0 6' FREE 76.22 TMH 74.30 INV C'681 � F`BU 0 6 S STOP S GN p ' TREE A ��Q'60+03.23 , 30 DW 5 80.+75.08 CL RAILS RAILROAD L/ 75.59 TOR 74.23 INV LOVER AVENUIE 79+50 M.H. 3 / � -n GROSSING SIGN 1721 "i/i 78+00 c cP n 75.57 TC 74.90 FL RELOCATE PQ - 75.77 TMH 73.89 INV Li �� 74.16 TC 73.46 FL 3 78+20 M.H. rc� Q 77+61.10 JOIN 74.35 TC 73.66 FL _ �°-1 Q EXISTING AC BERM 74.63 TMH 73.63 INV (73.70 T6 73.31 FL) N ' z APJ\J 4P 230-00-1-16 SO CAL r JJSDJ\J CO TO MEET EXIST. � O Z 65+00 �C /adC�e NORTH CULVERT C DATA 6" AC over 12" compacted native 3225 SF NO. DELTA RADIUS TANGENT LENGTH BEARING DISTANCE I - - -_ - N 65' It' 41 "E 8.00' 2 - - - - S 89' 48' 19"E 16.00' 3 - - - - N 65' II' 41"E 65.41' 4 - - - -- - S 81 24' 04"E 18.92' CENTERLINE DATA Construct 6" curb and gutter per City of 615 LF 5 - - - - N 89' 32' 35"W 77.00' 6 25' 15' 44'T--400.00' 89.64' 176.36' - - 7 - - - - N 65' 11' 41"E 200.00' 6 24' 07' 14" 400.00' 65.46' 168.39' - - 9 -i - - I - I N 89' 18' 55"E - SOUTH CULVERT IL DATA Fontana Std 121 - - - - S 63' 36' 40' E _ 21.95' 11 16' 28' 05" 445.50' 64.47' 126.05' - - 1 - - - - _ N 65' 11' 41"E 157.58' 13 1 - - - - N 34' 32' 39"E 23.54' GENERAL NOTES: I. The construction of all Public improvements shall conform to these plans and to the requirements of the City Standard Specifications, Community Development Department, Engineering Division, City of Fontana. 2. Excavation and Construction Permits shall be obtained from Fontana Community Development Department, Engineering Division, prior to start of any work within the city limits. 3. Stationing refers to the centerline of the street except where otherwise noted. 4. Location of Public Utilities shown have been determined from available information. The Contractor shall assume full responsibility for the protection of all utilities within the limits of the project. Contractor shall contact Underground Service Alert 48 hours prior to start of work. 1-800-422-4133 5. During the period of construction, the Contractor shall furnish, erect, and maintain such warnings, signs, stop signs, barricades and other safety measures in conformance with the W.A.T.C.H. manual. 6. In accordance with general accepted construction practices, the Contractor shall be solely and completely responsible for conditions of the job site, including safety of all persons and property during performance of the work, and the Contractor shall fully comply with all State and Federal laws, rules, regulations, and orders relating to safety to the public and workmen. 7. Sterilant is required under all A. C. pavement. 6. All exposed concrete surfaces shall conform in grade, color and finish to all adjoining curbs and sidewalks. 5. No concrete shall be placed until the forms and reinforcing steel has been placed, inspected and approved. 10. MATERIALS FOR CULVERTS: Concrete: minimum compressive strength at 26 days -- 4,000 psi Reinforcing steel shall conform to ASTM 615, Grade 60 A. C. pavement sections: 6' AC over native. CONSTRUCTION NOTES 9 QUANTITIES DConstruct 6" AC over 12" compacted native 3225 SF cit 09y. lvt �2 Construct 8" wide variable height RCS culvert 110 L.F per detail sheet 3 O3 Construct 4' wide variable height RCS culvert 320 LF per detail sheet 2 O4 Construct 6" curb and gutter per City of 615 LF Fontana Std 101 OS Construct comercial driveway approach to 520 _ SF meet field conditions per City of Fontana Std 102C W=30.0' P=9.5' R=9.0' 6O Construct local depression per City of 2 EA Fontana Std 121 O7 Saw cut existing A.C. pavement 820 LF ® Remove existing A. C. pavement 850 SF 9O I" x 6" Redwood header i 50 LF 119 3 ~ •n`l � UJ IF- > IO " X ILA Y a. •> > Q O I_J n O IIn TYPICAL SECTION 'A -A' SLOVER AVENUE NOT FOR CONSTRUCTION HAS NOT BEEN REVIEWED BY RAILROAD