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HomeMy WebLinkAbout3920-2SCALE: H OR: 1"=40' VERT: 1 "=8' I 7. I W.. 9A I «l" IWIa TEN Em T ,E' N II Lo ami BENCHMARK: SBCO SURVEYOR STAMPING: - 7-9 1970 ELEV = 1307.150' AT N jE CORNER FOOTHILL BLVD & LOCUST AVE, 84 FT. N OF FOOTHILL, 30 FT. E OF LOCUST, 6.5 FT. N OF N END CURB RETURN, 1 FT. N OF 3 X 3.5 FT. STORM DRAIN DROP-IN BOX, IN TOP CURB; 1.5 MI. E ALONG FOOTHILL BLVD. FROM SIERRA AVE. �..�.mere■■■■■��■■■■■■■■■■■■■■■■■■■■■■���■■■■■■■v■■■vv■v■■i�■■�■■■��qi�■�i�■�r�■in■�r��a�air���■■■■■■�r�■er�■�■r■■���� ■■■■ Y■■■■■■■■■■■■f�■■■■■�I■■■ �■�IIk�i3k*�E��iF�■■I �iY■■N■■N E� SEE SHEET 5 EX. R JoI . STA. 8+50.04 IDENTICAL I o I POINT EXR/111-- --•-j �*--$.5 10:1 TAPER FOR DETAIL OF COMBINED SECTION I I UNDERGROUND BOX CULVERT SEE SHEET 4 I I OF WALL AND BOX CULVERT AND ( I DRAIN ENDS AT PROPERTY LINE 8 I WALL OPENING FOR EMERGENCY I 1 1+65.04 TRACT BNDY. � I I OVERFLOW, SEE F09ADI4Er - P"N - N 0 0.1 1'50"W FS 345.21 629.77 o'BE RELOCATED CURVE TABLE - TRACT BNDY./RIGHT-OF-WAY CURVE LENGTH RADIUS DELTA TANGENT Cl 55.02' 35.00' 90'03'18" 35.03' C2 54.94' 35.00' 89'56'42" 34.97' C3 31.79' 112.00' 16'15'37" 16.00' C4 1 140.95' 38.00' 212831'13" 1 - EX..........., EXISTING R/W ........... RIGHT OF WAY BVC ........... BEGIN OF VERTICAL CURVE EVC ........... END OF VERTICAL CURVE MVC ........... MIDDLE OF VERTICAL CURVE G-8 . .•..•...... GRADE BREAK mmmmmommmooLumP.MMMMMIMMEIII,,MEIrA MMMMMMMMMMMMMMMMMMMM � -- i�....�;:��ii�i9�� ���ii9��...��.:�::.��I�ii�i������E������_::::�,.��....�.l�II��IGi�C=:=::::: mmmmmmmmmmmmmmmmmammmmmmaimmmmmmmmmmmmi.m .j�■■Ike■�IplriillGi■■■■■■■■ MMMMMMMMMMMMMMMMMMMMMMMMMMMM R." �����mmm mmmmmmmmmmmmmmmmmmmm�ommmomma ���'�����L����■■■■Ir■�I�■■I\A!■■■■N■■■ ��■NA■■NNN■■■■ ■■■■■V■■■■■■■■■■ ■ �■■■�+f1■iii����R-.=�Qi��i�fy8■����■■1�■!�■��,II� 7ii�■■■�■�■■■■■■ I ■■■■1 IQF31�■■C�I�31�It�■■■ I��,.. Gt��!■\0�■■■■■■■■■■����ii' ■■■■NN■■■■■■■■ �:■■�.....�������....I� ■��■■■■=1��l�oll����� 's�� �� �■■e■■e■■ mem �..�.mere■■■■■��■■■■■■■■■■■■■■■■■■■■■■���■■■■■■■v■■■vv■v■■i�■■�■■■��qi�■�i�■�r�■in■�r��a�air���■■■■■■�r�■er�■�■r■■���� ■■■■ Y■■■■■■■■■■■■f�■■■■■�I■■■ �■�IIk�i3k*�E��iF�■■I �iY■■N■■N E� SEE SHEET 5 EX. R JoI . STA. 8+50.04 IDENTICAL I o I POINT EXR/111-- --•-j �*--$.5 10:1 TAPER FOR DETAIL OF COMBINED SECTION I I UNDERGROUND BOX CULVERT SEE SHEET 4 I I OF WALL AND BOX CULVERT AND ( I DRAIN ENDS AT PROPERTY LINE 8 I WALL OPENING FOR EMERGENCY I 1 1+65.04 TRACT BNDY. � I I OVERFLOW, SEE F09ADI4Er - P"N - N 0 0.1 1'50"W FS 345.21 629.77 o'BE RELOCATED CURVE TABLE - TRACT BNDY./RIGHT-OF-WAY CURVE LENGTH RADIUS DELTA TANGENT Cl 55.02' 35.00' 90'03'18" 35.03' C2 54.94' 35.00' 89'56'42" 34.97' C3 31.79' 112.00' 16'15'37" 16.00' C4 1 140.95' 38.00' 212831'13" 1 - LEGEND - - - - TRACT BNDY./RIGHT-OF-WAY STREET LIGHTING - - - - - - - - - PROPOSED 8" SEWER MAIN ------------- PROPOSED 8" WATER MAIN •::, ; �' • ; _ •' PROPOSED CONC. SIDEWALK LIMITED USE AREA TC ........... TOP OF CURB FL ........... FLOW LINE BC ........... BEGIN OF CURVE EC .....•..... END OF CURVE RP ........... RADIAL POINT BCR ........... BEGIN OF CURVE RETURN ECR ........... END OF CURVE RETURN FS ........... FINISH SURFACE INV ........... INVERT ELEVATION EX..........., EXISTING R/W ........... RIGHT OF WAY BVC ........... BEGIN OF VERTICAL CURVE EVC ........... END OF VERTICAL CURVE MVC ........... MIDDLE OF VERTICAL CURVE G-8 . .•..•...... GRADE BREAK e - PROPOSED tiY 6+65.04 10.5 PROPOSED 25' WIDE W8 ( I j' + 0; 7 R ( fS (349.68) j EWER & DRAINAGE Ci I 7 LINE OF I OIN Ex. I EASEMENT I .5 SIGHT I I ( .� ' 8 I X. FIRE HYDRANT (1567F) f 8 S .: 16' 1 TO BE RELOCATED PROPOSED 8" SEWER MAIN I P OPOSED 8" SEWER MAIN �i I S , I14 PER DWG NO. 3921 I I I PER DWG NO. , 6 PROPOSED 8" I 12.5' LOT 18 PROPOSED 4+95.13 0.5' I ( f O SEWER MAIN I PROPOSED r ' R 7 I I , 25' o R I i+t I 12.5' I I I � y oo °i '`= I RO SED 8" LOT 12 I to ( 10" PKNN WA TE MAIN LOT 11 6' I WATER MANN 00 i z a• LOT 17 .g LOT 16 00 j v 7 LOT 15 M I( j LOT 14 LOT 13 7 1 EX. EDGE OF 0 o'n I 18' S co PAVEMENT •' iron coo �I�� 6 w 4 0 4 4 m+� I x 80 4 4 4 4 5 , O ( I PROPOSED DIRT SURFACE VIA A �_ to + ti o -I- I ABOVE BOX DRAIN CULVERT Iv lLJ a �- • N 1^ �� w I I oat • 4+ (I N w vV w y' PROPOSE .�--.�•-� � C� o w O w tt� w w w c0 • g (B.C.R.. i I ,1 B.C. j N TER •+ u m II N > ttj METER I I , . W 5 �- � O� +53 0 I r • �• 19.83 .I. JY II NQD II + ( TC 34 44 EX. ST. SIGN ON rTc+ 342.80 Q c}• �y ••I- i i ( 0 BE REMOVED S1P �) P��Nv� 8" CURBXXI B.C. , , ... - - ; • ., ,...: '• �' r •� . TC 341.9 TC 342.06 •' ' • I I C '' "' ' L 3 .167 I NEER ES R P BEGIN OF FL 341.23 R.P. F LFL TRANSITION •C•R• w E.C.R. C oo I G O� ���\o 9.45i TC 341.91�•� FS 3418.98 TC 342.51 3 3 ILINE GH�F E.C.R. FL 343.1 to L 343.37 LIN OF''`j"� a0 0+69.0 ( �k Q�•FL 341.41 TC 342.03- ----------- --- - 1G� ---(�---- 3+79_0 -----+---- t -+73.00 E �_,3�F9?IiT FC 343.51 I TC 344.04 a- 1�`FIT- ca � 6 CURB ROPO,SED 8" I _._. FS 343.7 N 0'11 X50"W � pp+ 9 0+34 0 �- 157 A _ �•5 �• - ------J -------------- -- - ------•--- WATER I MAIN-----' ---------- --2 Q VFE-lo t p_ -- --- --- - -------------- - - `�-� -- ---k:�161 W 50, O- -f -- ------------ - j FL 3 62 7 6+!5C `- 1 `' 4 B•C' /� .3g . N rl s ,� = r -... •r N ._ • • - N ,, . .„ a0 ,.,, L 2 157 1 yV 7 ol J V Y .• v ao j ci�D .� W �}- �, w > e}. W t� p N lil O Z N LTJ 10 6 0+69.0 I W Q I W �- . 0° of N II + �' j w w j '1' li W n II -}. II N}- M t� II .i- o C 349.40 ( ( w �` •. v + s d- + U) co Q "� � I+ �� ,� N N 5 d Q s II + 6 I I �i I to Q�Q � W � � NQ W� h� Q � OW � Q � � N`' Q �� Q 's•_ C. I �) X. R/W N v o 4 3 4 4 +4 00 I I I + Q g 4 4 0 4 p 4 4 o ( TC 349.15 `�+ I , Q co a 56.31 ©-� cn� w 7 + 34,1 fi 1 4 n �-'► y I I EX ST. SIGN 1 4 LOT 8 yYoIvrD F E LOT 5 �cl� i 6 p LOT 1 12 O 1 0 BE REMOV D LOT 6 LOT 4 LOT 2 o I 1 LOT 7 PROPOSED F I- I LOT 3 LOT 10 c� PROPOSED FIRE LINE OF O j �' LOT 9 HYDRANT SIGHT I > ' • V) I I i o •• 1 �;, •:. 9 • � (f I I 1 STA. 3+49.96 ' ' Oi EX.. ko END BERM I �3+34.9 18 •s a1 A5846 L, IFS (34: rC ieie e�ei_.i �ee�ei ee�ei� e�ie�ee eerie ei�eee_e �ee�ee eese� i�ee�ie a�'3/�j=, e 629 76' STA. 3+34.96 ��• j__,oljE HEET - N 0 011 5 0 W CT BNDY 10.1 TAPE I 1 � FREESIA WAY ' Q, J <<, •..• ,; JOIN EX. STA. 1+51.96 I ,+� I I I 10.5' 4" Hl. OPENING AT CURB FACE. G.� w cp .� t-„ i QR _7 t 5' S' 4 RE -BAR 012" II EACH WAY BOX CULVERT DRAIN CROSS SECTION Q SCALE 1" = 40' NTS CONSTRUCTION NOTES O CONSTRUCT 4" MIN. A. C. PAVEMENT ON 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTES 31 & 32) �2 CONSTRUCT 8" CURB & 18" GUTTER PER CITY OF FONTANA STD. 1003 CONSTRUCT 6" CURB & 18" GUTTER PER CITY OF FONTANA STD. 1003 Q CONSTRUCT DRIVE APPROACH PER CITY OF FONTANA STD, 1005 OS CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. 1006 6 CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. 1006 O OINSTALL STREET LIGHT PER STREET LIGHTING PLAN, STREET LIGHTS TO BE PAID FOR AND COORDINATED BY DEVELOPER AND INSTALLED BY SCE. O8 SAWCUT AND REMOVE & RECONSTRUCT EX. A. C. PAVEMENT ( CONSTRUCT 6.5" MIN. A. C. PAVEMENT ON 12" MIN. OF 95.E COMPACTED v NATIVE SUBGRADE f p CONSTRUCT CROSS GUTTER MODIFIED TO 8' PER CITY OF FONTANA±STD. 105 f f CONST. 1'# MIN. AC. OVERLAY TO CIL OF STREET, COLD PLANE AT CIL Z AND JOIN LINES PER DETAIL HER Lo CONSTRUCT 2-5' WIDE, 4" TO 8" DEEP BOX CULVERT DRAIN PER DETAIL f2 ON SHEET 2 f S CONSTRUCT 2-5' WIDE, 8" DEEP BOX CULVERT DRAIN PER DETAIL ON SHEET 1 8 CONSTRUCT BARRICADE PER DETAIL ON CITY OF FONTANA STD. 118 f 6 CONSTRUCT 2" AC CAP ON SAND BASE PER DETAIL ON SHEET 3 Q CONSTRUCT 8" A.C. DIKE PER DETAIL ON CITY OF FONTANA STD. 136 AUTOCAD FlumvE: street.dwg I