Loading...
HomeMy WebLinkAbout4160-3kviIm10010W,XU1a►l5Ja CURVE DATA D I R L T QA 180'00'00" 1 1.00' 1 3.14' — E ISTI E 00 .-. M N 4 , () M cD m ai U NZ r m CURE RETURN E IST LET LIP �- O c0 vi 0, ---f U M N 4 o un I 7�° 4 E' DIN UR 9 % ° Z ao O m IC!r o 00 POP Y TO EDI 0 N U U ►� N _ r +N °° orn + tO r 1 1:+2— Q o o o r NN r 2% 0, Z i % 75 F o uj .4 % U n r (� H r % CN O Lr + r N N r O r-0000% U N r �, oe 0% 2, 2% + 'LY ME IA CURB N o o EIS C N R IN EIS N R IN R TCP F U r N O M 0 L + to N EX ST MIGHT LI r �- O z Q _ I 11 "Is Ali W i C R RTU N m � N ' r N N r -- - - - - - - - - - - - - - -- - - -- - -- - --. PROFILE SCALE VERT: 1 in = 2 ft HORIZ: 1 in = 20 ft 10+00 11+00 12+00 13+00 14+00 15+00 MERRILLI AVENUE I (r PP 4222034E 1 3 �FH � ®WV w L=120',W=10' B I I®WV � FH a w a 6" CURB 0 IIGN > U ¢ °° w Q SIG. P SM H ` CITRUS C U to Z r O NW O EXIST. R/w M o + M WCD AVENUE —O & WV F-o PB 4' C.B. '` \ EX. C&G SIGN o PB 5 cru B� r — o ►— - —4 — —� A D� W 1 o"w �, — WV ® ®W.� o„w WV o a t N N ” �F 1 �� W MERRILL AVE L 1 7 �`' X �� 1��� 1�� `�� (� �tO � G '1 �`� �1`°to .�`L ,�'� ���� �6 �� LLI O STA. 10+00.00 o �`' 1 CITRUS AVE +"Ei 6 �4S 2 �`� --INT. �� c� � - 1 - - W C5 O n" I N 00'00'00" � ?0 ti� v �x��- V J +00 10 00 3 14 00 Gj Gj � N �� �5 �k rLci A NV® 6"w r ®WV _ � �p N W 1 WV ,AFD �_ -- - - - --- (L�C 6„�, - G: - – ---- 'C4 M W 6"W G - - - �� 6 , - ��� -- G _ — �•�� — Wv WV o V — a �/11vtQ— E ❑ PB ❑ TRF OH E 4 C. B I -4 _ N 1.5' S/W EX. r o SIGN PARKWAY C&G ::V� — SIGN off — — — — _ — — — PP LE — — \ — 2.5 WIDE PARKWAY — — — — — EX. C&G — —�� — — — 2.5' E — - T T PKW _ — rr I Q - 4 S W SIG I RFSIG ❑ PB CULVERT /W ' — — �= — — ----- — / IN%Lu RFSIG _ w w w W w Q B BENS Mi�Ao °N' EXIST. R/W - N Q oN °O ' o o M ONLij 4 O N U Z N m Q v Z W Q Q N PB B. N �o� �oF- J N to : m OO m Z O a LEGEND r w I hL=120',W=10' Yt F H = FIRF HYMANT 7 m rr, \JAi n T _ n CrTDir VAI n T Tr — TOP 097 rl IRR r'rIA/CT01 IrT/nAl A/nTC:C kviIm10010W,XU1a►l5Ja CURVE DATA D I R L T QA 180'00'00" 1 1.00' 1 3.14' — 0---\ STILT = STREET LIGHT 0 TRFSIG = TRAFFIC SIGNAL --v— = SIGN o PB = PULL BOX o WM = WATER METER TELPED = TELEPHONE PEDESTAL o MB = MAIL BOX ® WV = WATER VALVE O SMH = SEWER MANHOLE O SDMH = STORM DRAIN MANHOLE FL = FLOW LINE TB = TOP OF BERM FS = FINISH SURFACE FG = FINISH GRAGE Q TELMH = TELEPHONE MANHOLE BW = BACK OF WALK • PP = POWER POLE REMOVE EXIST AC PAVEMENT S/W = SIDEWALK PROP AC PAVEMENT Qi CONSTRUCT 8" CONCRETE CURB PER CITY OF FONTANA STD. NO. 1000. 0 CONSTRUCT 6 1/2” MIN. AC PAVEMENT OVER 12" MIN. OF 95% COMPACTED NATIVE SUBGRADE. Q CONSTRUCT MEDIAN TAPER PER APWA STD. PLAN 140-2 AS SHOWN ON SHEET 2. (LENGTH AS SHOWN ON PLAN) `V ADJUST MANHOLE FRAME & COVER TO GRADE PER CITY STD. NO. 2000. O INSTALL REMOVABLE CURB FACE PLATE & COVER PER DETAIL 1 AS SHOWN ON SHEET 2. s� SAWCUT & REMOVE EXISTING AC PAVEMENT. O EXCAVATE TO A DEPTH OF 18" BELOW MEDIAN TOP OF CURB AND BACKFILL WITH 90% MIN. COMPACTED SUBGRADE TO 2"-3" BELOW TOP OF CURB (PLAN VIEW AS SHOWN ON SHEET 9 AND 10) SCALE 2 C' \000" • 10 0 20 4• .•