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HomeMy WebLinkAbout3920-310 LEGEND - - - ■��■U■;u■■�u��■'ia�ii■n■�■�■��■-�■■i■�■i■�■iiiiiiiiii��������iiii RP ........... STREET LIGHTING --------- PROPOSED 8" SEWER MAIN ------------- PROPOSED 8" WATER MAIN • ; •::,; �' • PROPOSED CONC. SIDEWALK INVERT ELEVATION LIMITED USE AREA 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 PER DWG N . 3921 4 DRIVE W=1 DIVE LOT 12 . ;. 1 I W=24 j 6.98 7 1 +65.06 •• 6.5' I � I • 5' SEE SHEET 2 MILLER A .- ., :. �����IIII� C::'�■��II���� ■■II�...��'llllll�ll 11 ..........�IIIC■■........�..�..11 �a������� ■■■■■■■iii�iiiiiiii■■ �iiiii�iiuui■■■■ ■■ ii�iiiiiii�� ■■iii�i�����iiiiiiiii�n■ =- �i�illii���llllll��iill!�1!!!�!!i1�1111l�:� • '��ROB l��EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE::::� ��!����� �i_�;;EE�EEEE!! '�l��i�IllilfiilTiilriF7�■■� ■■N�iiil■■■■■■■1■■■■rL3i��i��i�3��QiiaQi�Q'1.'!a� � �� '.'_<.•c�1r[!W■■■E�'�!'#��■kl■N■■■■ ■■■■R■■■■■■_ ■■■■■■■■�Ih7�illi■■■ EE9iiii1lt�����9�����ue���EEEEEEE�i!!�:EEEEEEEEEEEEEE�:��IiE:EEEEEEEEEEEEE�!�I�iEEEEEEEEEEEE����111ii�cEEEEEEE 10 LEGEND - - - TRACT BNDY./RIGHT-OF-WAY RP ........... STREET LIGHTING --------- PROPOSED 8" SEWER MAIN ------------- PROPOSED 8" WATER MAIN • ; •::,; �' • PROPOSED CONC. SIDEWALK INVERT ELEVATION 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 9 8 7 6 430' V=50MPH A LO 00 JOIN EX. 8+50.0 8 f 3 -----FS 350.00 X --------------------- - - - - -- -- 9+00 8+00 7+00 6+0 o - 7+8s'0o S89045'1 0" �- z "�----=------- - F534978 ------ --- ------- N . _.+ 8+ 10.00 -- r n w FS 349.96 FS 349.8610:1 TAPE ?� O ------�=_..-------- -- 7+10.00 - s+8s.00 / FS 349.55 FS 349.45 EX. R 7+60.00 7+35.00 • . FS 349.70 FS 349.60 Ion CURVE TABLE CURVE LENGTH RADIUS DELTA TANGENT C1 55.02' 35.00' 90003'18" 35.03' r -C2 54.94' 35.00' 89'56'42" 34.97' SCALE 1" = 40' LINE OF SIGHT 1 1 TRACT BNDY. 1 1 O W 1/2 OF FARM LOT tU � THE SE M1 -TR OOPOC LANDS �- AND WATER C OO MPANV9 M.B. o 19 -12 O APH 00 24 3-9X31=69 0 [ Z. 5 4 3 2 J 430' V=50NPH EX. R/W -� ---- --49- ----------------- - - - - - - ---------------- w A-1 -t°c�- c -- MILLER AVE ° 3+00 2"+7�a- -7 +d�oo 4+00 w _ FS 347.95 2+00 FS 347.83 1 +0� . Iri - I + 2+35.00 ' Noo� f6 FS 348.23 FS 348_1 - �' --------- �`�°� --- -- - -- ---------- -- --- ---- = r� 1 N � 5 10 f 1+60.00 +51.96 LINE OF »W d 4i >, 9 - - - - FS 347.70 - - FS 347.64 SIGHT S4 ° - - -1 J-- omm►w�u PROPOSED 6 8 ? V " LO 6 I cd + 4 RIVE �. LOT 11 W o ' I + [ W=16 D /VE 0+94. j' ( W=16' 7 D 8"' SFWAir PER DWG N . 3921 4 DRIVE W=1 DIVE LOT 12 . ;. 1 I W=24 j 6.98 7 1 +65.06 •• 6.5' I � I • 5' SEE SHEET 2 MILLER A 4 I LOT 2 I PROPOSED "N v0 RN "� �m LOT 1 Q co W 3+10.0 2+85.00 ` FS 348.63 FS 348.43 X. R/W -') c,p ""DETAIL 12" v 1� I� IQ 1� RACT BNDY. �L 348.63 E 9/2 OF E 1/2 OF FARM LOT 492 1 SEffl-TROO NCS LAPID AND WATER COMM PAH -l9 M.B. 11-1, 1 LO APH 02.43-131 469a o z ARIES 5 0 O2" AC CAP ":....:............................. 2 CLEAN SAN SECTION "3- 3" N.T.S. 3 1 - I *-*\ - EX. R/W f 8 • `' 348.68 348.75 X. R/W 73 a a . 5 d I RACT BNDY. PROPOSED R/W DETAIL "2" SCALE: 1"=1E; Is] CONSTRUCTION NOTES O CONSTRUCT 4" MIN. A. C. PAVEMENT ON 12" MIN. OF 95X COMPACTED NATIVE SUBGRADE (SEE GENERAL NOTES 31 & 32) O2 CONSTRUCT 8" CURB & 18" GUTTER PER CITY OF FONTANA STD. 1003 O CONSTRUCT 6" CURB & 18" GUTTER PER CITY OF FONTANA STD. 1003 G CONSTRUCT DRIVE APPROACH PER CITY OF FONTANA STD. 1005 O CONSTRUCT SIDEWALK PER CITY OF FONTANA STD. 1006 O CONSTRUCT CURB RETURN ACCESS RAMP PER CITY OF FONTANA STD. 1006 OINSTALL STREET LIGHT PER STREET LIGHTING PLAN, STREET LIGHTS TO BE PAID FOR AND COORDINATED BY DEVELOPER AND INSTALLED BY SCE. O CONSTRUCT 6.5" MIN. A.C. PAVEMENT ON 12" MIN. OF 95.x' COMPACTED NATIVE SUBGRADE f0 CONSTRUCT CROSS GUTTER MODIFIED TO 8' PER CITY OF FONTANA STD. 105 nit CONST. 1 " MIN. A. C. OVERLAY TO CIL OF STREET, COLD PLANE AT CIL AND JOIN LINES PER DETAIL HEREON f 6 CONSTRUCT 2" AC CAP ON SAND BASE PER DETAIL ON SHEET 3 1© CONSTRUCT 8" A. C. DIKE PER DETAIL ON CITY OF FONTANA STD. 136 AUTOCAD FILENAME: street.dwg