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HomeMy WebLinkAbout3084-45 TRACT 16178 T 7 22' O ti o C5 � � 19 20 M ZI SCALE IN FEET 1 :0 120 14 m------ - --- -- ---I V11%, jr CAP c A s Jr o LA jp- 7 cp ILIA IN 0. c ` r' IIN ��r� -� n GCl _0\ y n� 6 ~' cp --- i� r aor o + �r0 2Q' t �+� N+„+ Joy .r 0 fn Ar f N o >' V) 3 cA c v o w r c� M `� I 7 1 7 ++;�� a �► 7 LA 2 � M� �� N t TRACT 1617 2 31 30 29 Loa 28 `� �' y 7 ,,, N �� **FUTURE PADS FOR FUTURE TR. 16178 SI44LL 22 f 7 ? 1 0 $ 7 ('� 26 C' BE AT LEAST 1' ABOVE OVERFLOW ELEVATrON. rz 22 22 \� 7 ,..CORD DRAVV" MEDINAH STREET ! ll.. );40 "AVP u���,:._ W�� A� (1+ger }gnrc 1049 No. 36637��/I NOT ., w qOc c OR QM' Cj >4S CrtA7ED INTO THE DOCi . CNIT ; TOLL FREE -800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REV. REVISION DESCRIPTION ME DAZE ENGR CITY DATI= SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT 410-0S 1 COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 2 SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT CONSTRUCTION NOTES CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT Cl 41.33'09" 470.00 340.86 178.31 C2 70.39'58" 450.00 555.01 319.01 C3 40'25'50" 430.00 303.43 158.34 C4 4'56'51 " 470.00 40.58 20.30 C5 15.02'08" 450.00 118.09 59.39 C6 V56'52" 430.00 37.13 18.58 C7 28'40' 19" 50.00 25.02 12.78 C8 23'16'26" 50.00 20.31 10.30 C9 23.06' 16" 50.00 20.16 10.22,- C10 28'52'45" 50.00 25.20 12.87 CONSTRUCTION NOTES O CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) U3 CONSTRUCT 6 -CF CURB & GUTTER PER CITY STD. PLAN NO. 1003 © CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 ® INSTALL STREET LIGHT (SCE #10) 9.500 LUMEN QCONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN 300-2. "W" PER PLAN. DETAIL ON SHEET NO. 10. 16 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NOS. 109 & 130. Q CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1. DETAIL ON SHEET NO. 10. 18 CONSTRUCT 6" P.C.C. CART PATH , MATCH FINISH OF EXISTING CART PATH. 19 REMOVE & DISPOSE OFF EXISTING CONCRETE CART PATH. ©1 CONSTRUCT CART PATH DRIVEWAY APPROACH PER DETAIL ON SHEET NO. 3. Q 22 SAWCUT/REMOVE EXIST. CURB &GUTTER AND SIDEWALK Q 23 RELOCATE EXISTING STREET LIGHT FROM STA. 32 +00.00 TO STA. 314 83.24 . ' I T 3iVSTRUCT DRIVEWAY QPPROAC STD. PLAN NO. 03 W-= 16 UNLESS NOTED ON PLAN BENCH WFK: No. 615 OF BEAF&M RAILROAD SPIKE AT INTERSECTION E BEARING OF NST30'06"E ALONG OF CITRUS AVE. AND LOS CECROS E No. LINE OF, SEC. 30. T.1 N..R.5W.. AVE.. IN POWER POLE NO. 9011E B.M. PER R.S. 58/5. WAS USED AS ON THE EAST SIDE 1 CITRUS AVE. E�BASIS OF BEARINGS FOR THIS SIERRA LAKES SPECIFIC PLAN ELE!VAT101� 1467.59 Prepared Under The Supervision Of : CITY OF FONTANAI CALIFORNIA PREPARED OFFICE ADOLE AND ASSOCIATES, INC.. STREET IMPROVEMENT PLANS ,odor O' s�IEET, sTE>D7 DRAMRA. TRACT No . 1617 5 SCALE , A FtidCl'tPl`IO E A�x��tl W= DESKGIED BY: MEDINAH STREET DATE: ' E.R.Q. 'FROM i ETY OF 'NR DR. TO 1583E ETY OF BEL NR DR. APRIL 2002 to : '-(- Lq. o z CHECKED BY• VED BY: DRANANG NO.: 4 I RCF' EXP OZ DATE 3084 10 E.R. C ENGINEER R.C.E. 51152 J:\826-1176\Street\st04.dwg, 04/292002 03:48:39 PM, of CURVE TABLE CURVE DELTA RADIUS LENGTH TANGENT C 11 4.18'57" 440.00 33.14 16.58 C12 4!41'32" 460.00 37.67 18.85 C13 28'52'45" 50.00 25.20 12.87 C14 23'06' 16" 50.00 20.16 10.22 C15 23'16'26" 50.00 20.31 10.30 C16 28'40'19" 50.00 25.02 12.78 O CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12" COMPACTED NATIVE MATERIAL (SEE GENERAL NOTES 31 & 32) U3 CONSTRUCT 6 -CF CURB & GUTTER PER CITY STD. PLAN NO. 1003 © CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015 ® INSTALL STREET LIGHT (SCE #10) 9.500 LUMEN QCONSTRUCT CURB OPENING CATCH BASIN PER A.P.W.A. STD. PLAN 300-2. "W" PER PLAN. DETAIL ON SHEET NO. 10. 16 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY STD. NOS. 109 & 130. Q CONSTRUCT LOCAL DEPRESSION PER A.P.W.A. STD. PLAN 313-1. DETAIL ON SHEET NO. 10. 18 CONSTRUCT 6" P.C.C. CART PATH , MATCH FINISH OF EXISTING CART PATH. 19 REMOVE & DISPOSE OFF EXISTING CONCRETE CART PATH. ©1 CONSTRUCT CART PATH DRIVEWAY APPROACH PER DETAIL ON SHEET NO. 3. Q 22 SAWCUT/REMOVE EXIST. CURB &GUTTER AND SIDEWALK Q 23 RELOCATE EXISTING STREET LIGHT FROM STA. 32 +00.00 TO STA. 314 83.24 . ' I T 3iVSTRUCT DRIVEWAY QPPROAC STD. PLAN NO. 03 W-= 16 UNLESS NOTED ON PLAN BENCH WFK: No. 615 OF BEAF&M RAILROAD SPIKE AT INTERSECTION E BEARING OF NST30'06"E ALONG OF CITRUS AVE. AND LOS CECROS E No. LINE OF, SEC. 30. T.1 N..R.5W.. AVE.. IN POWER POLE NO. 9011E B.M. PER R.S. 58/5. WAS USED AS ON THE EAST SIDE 1 CITRUS AVE. E�BASIS OF BEARINGS FOR THIS SIERRA LAKES SPECIFIC PLAN ELE!VAT101� 1467.59 Prepared Under The Supervision Of : CITY OF FONTANAI CALIFORNIA PREPARED OFFICE ADOLE AND ASSOCIATES, INC.. STREET IMPROVEMENT PLANS ,odor O' s�IEET, sTE>D7 DRAMRA. TRACT No . 1617 5 SCALE , A FtidCl'tPl`IO E A�x��tl W= DESKGIED BY: MEDINAH STREET DATE: ' E.R.Q. 'FROM i ETY OF 'NR DR. TO 1583E ETY OF BEL NR DR. APRIL 2002 to : '-(- Lq. o z CHECKED BY• VED BY: DRANANG NO.: 4 I RCF' EXP OZ DATE 3084 10 E.R. C ENGINEER R.C.E. 51152 J:\826-1176\Street\st04.dwg, 04/292002 03:48:39 PM, of