The URL can be used to link to this page

Home My WebLink About3033-6FUTURE CURB do GUTTER - - - - - - CUR AC BRMGUT 1542.72 FS 1542.86 FS DETAIL "E" -CB J1 A SEE SHEET 5 FOR PLAN VIEW NTS FACE UNE 1542.72 FS 1543.22 FS ,�/�GUTTER UNE CURB FACE SIDEWALK ? 00 m MIDDLE OF VERTICAL CURVE CURVE LL- Lj- u- Go F M L=52203 OC F- - Lo 424.82' _" , __ TOP OF -EXISTING W'LY CURB N Ua- 2655'27" 418.22' 890.00' 213.05' - M d � Od1N N + rM cV ♦ N � + rM cV + PER MADOLE STREET PLANS- Cq f.- u- ro 32.99' rn � 54.99' MM 35.01' uGo > LqLq LCI r! IR 26.38' _ 156'02'09 : W C> m _ . m u00 rn Co z _ _ DWG NO. 2797 ♦ j� + r7 nj _ _ rn toLo rn POR Z TION 00.00 VC rn *to _ : _ . _ _ $ -� N Co� �D is ♦ o m - _ 1550 L L- _ _ TOP OF ♦ _ _ ♦ 0 p N Os p N 0.57X .- - _ _ 1550_L _ _ PI 1545.16 O o f Y CUMr _ _ __ , _ S O • o r` ,� ao _ Co 1.00X _ _ EXISTING - _ Cf U7 • N o N U7 � ♦ d � + cC Lo d > U) W - _ _ _ __ , _ _ _ .TOP OF MEDIAN _. d + d co Ln o, 100.00 VC - .9 OC - .6 L 39 2 L 40 5_ L-39.92 OC Ln co v, �n rn .- •- .- _ FINISHED SURFACE _ - EXISTING SURFACE 0 CENTERLINE r _ - . _ O CENTERLINE _ _ PER MADOI.E STREET PLANS r O _ O _ _ t 51.27 OC $ O d S tD r >- J Sd C1 O DWG NO. 2797 _ _ d . 3 � N _ O - - _ U W r po J DO ` : In Co00 OO C7 U7 �♦ +LA p . O O Cot0 .t O O O N- ♦ W U) O CO Np- OO M O _. d M __ _ __ ♦ �Cp r- � _ _ _- _ _ _ O� p N ♦ M _ O� .- C%4 _ _. J . O N Of d, Co•- � O O �- O � U)f{) U7 N _. t1') O �- U7 U) O N Lo_ 200.00' VC f` p .-- , � O U) CN �1) U7 _.0 O PI 1545.93 00 Of O U 1550 CL W z_s >-r r p,pOX r o r r O JJo >- r •�W _ TOP OF MEDIAN CURBS dd m ... o -- -.--= --- _ - _ _ _ q_ INT `--- :__ 1550 CL _ r� ClJ J O _W -J--i �,�, + � MM .,.� 200+48.34 BEECH AVENUE TOP OF _ _ _ _ cn W W m d m co F'7 r` + co m `� o m d EXISTING GROUND 1.00 'e L=5 11-0E G.9 -- - - 10+00.00 REAGAN DR. MEDIAN CURBS - W Z > N aD Co ♦ W� . cv of cc vs M co d `� � L0 w � U7 W Ln � � � 8 TO 6 CURB TRANSITION L 54.99 OC 1549.88 _ W � J U7 d di m u) � � U) O r- .- � / FINISHED SURFACE -- � e e 4 4 4 / / � 4 6 TO 8 CURB _ - - T Z Lo • W La_ AN TION A/, e / T. M - _-- m M ii 4 .L 4 4 4 _.- O O LL J � M � O M N Co t0 J L. Li U •- . .G -- _ = L 1143.61 OC _ _ Co Co L d O U7 .- _ p� d U7 Of � OD N I U EX TOP OF (STING ELY .CURB _ _ U7 _ - .La.0 _. � O O._ O�2 PER MADOLE STREET. PLANS _ _ U .- - U U Li ►- _ N _ .- m r- fn p + �o _ DWG ' NO. 2797 _ _ _ PORTION 200 00 VC � 1� t- U �U Ly tG la.. � 0o O d U o tC F- Nt�, U F- U) C3 r-:. U - N O -fA _ - • S � + rn - U U7 . = a� s o � � W � .•- � C�C�l � N rn V �. os a> PI 545.16 1550 R p TOP OF +, rn m uw d U) �, . _ _ _ _ ; 1550 R _ + • g ♦ ELY CURB � _ _ _ ^ _ TIIJ�i 4 � .- I T1CA DEN L POIN T - CDP 0 f` $ oto S o> C" d r rn �. 00 - TAN J _ U rn � .� N ♦ m ♦ m d U >> U7 _, _ p ii co -M ro �... d U) t0 p Cs d� f\ M N p S O f` 01 U7 07 ♦ U7 N n d •' + • �' Q $ U7 . - O � O to _ N d _ _ _ E' TOP OF E Y W Y WHERE MEDIAN CURBS ARE L do L E EDI VA _ _ SAME ELEVATIONS ELE ON of� _ o OO N e N � 4 4 _ _ • 4 _- _ f L=109.61 PROFILE SCALES - HORIZ. 1 =40 = RT. 1 =4 _ 196+00 197+00 198+00 199+00 200+00 201+00 202+00 203+00 204+00 FUTURE CURB do GUTTER - - - - - - CUR AC BRMGUT 1542.72 FS 1542.86 FS DETAIL "E" -CB J1 A SEE SHEET 5 FOR PLAN VIEW NTS FACE UNE 1542.72 FS 1543.22 FS ,�/�GUTTER UNE CURB FACE SIDEWALK ? 00 m MIDDLE OF VERTICAL CURVE CURVE LL- Lj- u- Go F M U F- - Lo 424.82' Co � MM N Ua- 2655'27" 418.22' 890.00' 213.05' - M d � Od1N N + rM cV ♦ N � + rM cV + Lo rn Lo Lo Cq f.- u- ro 32.99' rn � 54.99' MM 35.01' uGo > LqLq LCI r! IR 26.38' H 156'02'09 -- N r7 CV + M CV ♦ j� + r7 nj ♦ r7 N LoLo rn toLo rn 11 II rn rui rn *to FUTURE CURB do GUTTER - - - - - - CUR AC BRMGUT 1542.72 FS 1542.86 FS DETAIL "E" -CB J1 A SEE SHEET 5 FOR PLAN VIEW NTS FACE UNE 1542.72 FS 1543.22 FS ,�/�GUTTER UNE CURB FACE SIDEWALK ? 00 Co MIDDLE OF VERTICAL CURVE CURVE LL- Lj- u- Go F M TANGENT F- - Lo 424.82' Co � MM N B 2655'27" 418.22' 890.00' 213.05' - M COO COD � Od1N N + rM cV ♦ N � + rM cV + r7 r7 Lo rn Lo Lo rn 3= rn 32.99' rn 41U" DETAIL "F" -CB #1 B SEE SHEET 5 FOR PUN VIEW NTS 12 0 13 o, 02,E T T r - r'�� pr 14 CL INT SAN MUNICIPALLWATEER 200+48.34 BEECH AVENUE DISTRICT EASEMENT FUTURE R/W 1 5 = 10+00.00 REAGAN DR. :30' 70' 250' w �/ SOI FTC C -3 U 7 SOUTHERN CALIFORNIA I SOUTHERN CALIFORNIA v r s 5 * 1 6 atr( oo a 1 8 i GAS COMPANY I EDISON EASEMENT 1%OIN EXIST : Fri `� o w o EASEMENT I w J J 1 SD-+ M � I� o DEWALKIEXISTING SIDEWALK m owd m O 0 ' ori t\ w "' o I`� �' EXISTING R/W Co Lq Q• 1 91 S . h co rn rn V o+ co IoW EX CURB I co M d o � �� a Co � 0,6 O U aa'o ± & GUTTER I I- � U) Lo •_ _' : - >: , . ` N W O♦ N N N INi M Cn 1 � INi A -'"� _'- :� O I Z% NO NO NO 1 Np _-• I _ 1549.88 MEDIAN 12 ^� h I 1549.40 1549.6 TC ( ) TC JOIN TURj� POCKET 19 j (155221 TO 3 O : ; TC 1548.9 FL (1549.21) FL f 1551.71 TC 1.73 FS G I 1550.98 TC 114 1551.88 TC 1552.05 TC 14 i (1551.54 FS) w D 1 .00 TC 1550.31 FS + I 151.04 FS 1551.22 FS 1551.39 FS R _:.-, - 3 001(549.33 FS N4875 'iN 20 Bzu .- - = i'VO.03 TC 2 H 1149.36 FS I (1550.88 TC �I 12 J .--.::: 1549.11 TC h e (1550.21 FS) I df 3 24 J ( ! Q�oI? - .- : _ - _ 1548.44 fL n 3 10 4 14 (1550.00) TC JOIN Cm � gyp, Z 3 &V26 � R/ f yr 25 a- S � d< d r- + I J 24 W C-) I J / 2 3 + (nI CONSTRUC ON NOTE J FH TO BE CONSTRUCTED I 1 T 6 1/2 ) ' AC PAVEMENT MIN OVER 12' COMPACTED NATIVE MATERIAL PER SEPRATE PLAN I J (SEE GENERAL NOTES 31 do 32) Q 12 SAWCUT do REMOVE EXISTING PAVEMENT 22 CONST 8 CURB do GUTTER PER CITY STD PLAN NO. 1003 14 REMOVE EXISTING 8 CURB do GUTTER I 33 CONST 8' CURB PER CITY STD PLAN NO. 1003 19 CONST AC (0.10 THICK MIN.) SEE DETAIL ON SHT 2. I 4a- CONST 8' TO 6' CURB do GUTTER TRANSITION PER CITY STD PLAN NO. 1003 20 CONST 4 1/2' AC PAVEMENT (MIN) OVER 12' COMPACTED NATIVE MATERIAL CONST 4' PCC SIDEWALK PER CITY STD PLAN NO. 1015 (SEE GENERAL NOTES 31 & 32) 66 CONST CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD PLAN NO. 1006 23 INSTALL 4' AND 6' IRRIGATION SLEEVE. 77 INSTALL STREET LIGHT 22,000 LUMEN PR CITY STD PLAN NO. 1016 (SCE #20) 24 CONSTRUCT 6 1/2' AC PAVEMENT (1' WIDE). SEE DETAIL ON SHEET 2 10 CONST CROSS GUTTER WITH 14 REBAR 0 12' OC BOTH WAYS IN GUTTER PORTION 26 CONST BARRICADE PER CITY STD 118 (W=PR PLAN) 27 SAWCUT do REMOVE EXISTING SIDEWALK (1549.33) FL I EX MEDIAN CURB SEE AC MEDIAN JOIN DE i IL ; PR SHEET NO.2 is j 20 -` EXISTING CURB I -2 1w w U A' GUTTER( EXISTING R/WI Co Co M z N O I EXISTING SIDEWAU( dCON Lo O X N F - i+) O I p U L i O W Lo -q- � t[7 ♦ 0 Z ♦ N 58.5' N W�.N o 11 22' 22' REAGAN DR, BE H AVENUE imRr"KiAA&I BC BVC BCB CL EC ECR EL'Y EP EVC FL FS M BEGIN CURVE BEGIN VERTICAL CURVE BEGIN CURVE RADIUS CATCH BASIN CENTERLINE END CURVE END CURVE RADIUS EASTERLY EDGE OF PAVEMENT END VERTICAL CURVE FLOW LINE FINISHED SURFACE GRADE BREAK HIGH POINT INTERSECTION PER TRACT 15841-140 0 40 80 IMPROVEMENT PLANS 1 "= 40' DWG #3036 scale feet LP CURVE TABLE MVC MIDDLE OF VERTICAL CURVE CURVE ANGLE LENGTH RADIUS TANGENT A 30'02'59' 424.82' 810.00' 217.42' B 2655'27" 418.22' 890.00' 213.05' C 23'55'21' 351.97' 843.00' 178.59' D 2718'40' 408.50' 857.00' 208.21' E 86'36'45' 52.91' 35.00' 32.99' F 90'00'50' 54.99' 35.00' 35.01' G 19'56'57' 52.23' 150.00' 26.38' H 156'02'09 5.45 2.00' 9.42' 1 30'02'59' 445.80' 850.00' 228.15' J 7'07'30' 39.92' 321.00' 19.98' imRr"KiAA&I BC BVC BCB CL EC ECR EL'Y EP EVC FL FS M BEGIN CURVE BEGIN VERTICAL CURVE BEGIN CURVE RADIUS CATCH BASIN CENTERLINE END CURVE END CURVE RADIUS EASTERLY EDGE OF PAVEMENT END VERTICAL CURVE FLOW LINE FINISHED SURFACE GRADE BREAK HIGH POINT INTERSECTION PER TRACT 15841-140 0 40 80 IMPROVEMENT PLANS 1 "= 40' DWG #3036 scale feet LP LOW POINT MVC MIDDLE OF VERTICAL CURVE PCC POINT OF COMPOUND CURVE PRC POINT OF REVERSE CURVE R/W RIGHT OF WAY SL STREET LIGHT TC TOP OF CURB WLY WESTERLY V VERTICAL DEPTH 4j5Q40) INDICATES EXISTING ELEVATION 450.00 INDICATES PROPOSED ELEVATION W WATER LINE S SEWER LINE SD STORM DRAIN UNE PAVEMENT RNEW - SAWCUT do REMOVE . EXISTING PAVEMENT 0 v v � CY O c I � vY Q � o E I � oo p I �N c w O O /c-4 oo � t0 N � O