Loading...
HomeMy WebLinkAbout3546-2AUGUSTA DRIVE � II 7 � 1 ti 20 22 22 15 w 10 11 III k 0� 18+06.18 ECR I I I + v 23 N 2.goy (BEG. SAWCUT & �� F �,, o m 8" WATER LINE RECONSTRUCT I III 6'`0 G �r 3 ^ CO PER REV. 4- I 2772 cc I 67.58' �1 �Q� DWG.# ) II I N 20 SHOREACRES WAY II lSgF� I �2/ 10+00.00 CL INT w N 80185s_E 1 - F 1+ CRE -5 WAy 64.94 CL INT. =17+54. 13 I o oq F 1 A f 00 2 4 -11 +55.35 AUGUSTA DR. I +� 0 go°� �6o'G N h99� �6 LACKWOLF WA y (59.64) FS (DWG.# 2772) N C 5 6/1."92' L.Lj 17+02.07 BCR ILO cl: (END SAWCUT& �o I 0 m 00 I REMOVE & RECONS -7,+ I ko I I o PER REV. 4- DWG.# 2772) 201 20' I I , 7, ._ II SEE SHEET 3 BLA CKWOL F WA Y SHOREACRES WAY TOLL FREE 'WEP'1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SCALE IN FEET 40 80 120 1 CONSTRUCT/ON NOTES (D -CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12'; 959' COMPACTED NATIVE MATERIAL 1A CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12'; 959' COMPACTED NATIVE MATERIAL CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. W = 6' �4 -- CONSTRUCT CROSS GUTTER PER CITY STANDARD PLAN NO. 104. "W" = 8' UNLESS SHOWN OTHERWISE ON PLAN. &CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. �- CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 "W" PER PLAN. 1 0 - INSTALL STREET NAME SIGN PER CITY STD NO 139 3 4 5 6 I 7 8 9 10 11 6 11 6 6 TYP. 6 Q) W �i O^� ca T p0 L=24.08 24 L- .41' L=36.94 39. PABL 0 CREEK LANE o o c= 0.15'29.87' 40. 0' 20.39' =171 1 10+00.00 CL IN _ o =12+65.51 24.56' 5.95 �ti'�U g°� r -= /. 0 2 �� 15.04' BLACKWOLF WAY �h ®�9t' �tiF� 6�o� 1 �LJ�^�� 8" WATERLINE -f 28.38' - N 88•59'17' E (w 12 1786/ r 0 1400 F; el m oN`b`?G2 N 6��yip°IJ1 .47' 8" SEWER LINE72 cy 1 O20.30' 22 72 �6, �� o Iv )/Q _ 8, 32.90 44.00 44. 44.11 28.99 ` oi�} j J � 3 � � o H O do � ti1 do n 1kdc) N 2.0,°bOti m�U Q)c� vim' Nm 2.0.E O ^ U rn TYP. 6 9 +w' N m 00 SEE SHEET 3 ^ 9 20 19 18 17 16 ^ �� BLACKW OLF WAYT/ SEE SHEET 6 L PABLO CREEK LANE ONG COVE DRI VE PABL W CURVE TABLE SHOREACRES WAY CURVE DELTA RADIUS LENGTH TANGENT AO 87'00'42" 35.00 53.15' 33.22' ® 85145,56" 25.00 37.42' 23.22' © 94' 14' 14 " 1 25.00 41.12' 26.92' © 8'48'12" 1 25.00 3.84' 1.92' TOLL FREE 'WEP'1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT SCALE IN FEET 40 80 120 1 CONSTRUCT/ON NOTES (D -CONSTRUCT 4" AC PAVEMENT (MIN.) OVER 12'; 959' COMPACTED NATIVE MATERIAL 1A CONSTRUCT 4 1/2" AC PAVEMENT (MIN.) OVER 12'; 959' COMPACTED NATIVE MATERIAL CONSTRUCT 6" CF P.C.C. CURB & GUTTER PER CITY STD. PLAN NO. 1003. CONSTRUCT 4" P.C.C. SIDEWALK PER CITY STD PLAN NO. 1015. W = 6' �4 -- CONSTRUCT CROSS GUTTER PER CITY STANDARD PLAN NO. 104. "W" = 8' UNLESS SHOWN OTHERWISE ON PLAN. &CONSTRUCT RAMPED CURB RETURN PER CITY STD. PLAN NO. 1006. �- CONSTRUCT DRIVEWAY APPROACH PER CITY STD. PLAN NO. 102 "W" PER PLAN. 1 0 - INSTALL STREET NAME SIGN PER CITY STD NO 139 3 4 5 6 I 7 8 9 10 11 6 11 6 6 TYP. 6 Q) W �i O^� ca T p0 L=24.08 24 L- .41' L=36.94 39. PABL 0 CREEK LANE o o c= 0.15'29.87' 40. 0' 20.39' =171 1 10+00.00 CL IN _ o =12+65.51 24.56' 5.95 �ti'�U g°� r -= /. 0 2 �� 15.04' BLACKWOLF WAY �h ®�9t' �tiF� 6�o� 1 �LJ�^�� 8" WATERLINE -f 28.38' - N 88•59'17' E (w 12 1786/ r 0 1400 F; el m oN`b`?G2 N 6��yip°IJ1 .47' 8" SEWER LINE72 cy 1 O20.30' 22 72 �6, �� o Iv )/Q _ 8, 32.90 44.00 44. 44.11 28.99 ` oi�} j J � 3 � � o H O do � ti1 do n 1kdc) N 2.0,°bOti m�U Q)c� vim' Nm 2.0.E O ^ U rn TYP. 6 9 +w' N m 00 SEE SHEET 3 ^ 9 20 19 18 17 16 ^ �� BLACKW OLF WAYT/ SEE SHEET 6 L PABLO CREEK LANE ONG COVE DRI VE PABL W 12 0 CREEK LANE 12+99.27 CL INT. =19+23.61 LONG COVE DRIVE CL DRWY. 6 w=12 13 CL DRWY. 6 W=12' CL DRWY. 6 o w=12' 14 7 EC A 15 0 Q CO CURVE TABLE PABLO CREEK LANE /� . r_ _� INSTALL RI STOP SIGN & STOP CURVE DELTA RADIUS LENGTH TANGENT 0 1 D LEGEND WITH BAR PAVEMENT � RECORD D Rf'1� � � MARKER PER CITY STD. 139 AND CALTRANS STD. DO 113'31 '03" 60.00' 118.88' 91.55' N � No. 37 OE INSTALL STREET LIGHT 5,800 LUMEN (HPSV) SCE #7 9426'08" 30.00' 49.45' 32.42' THESE RECORD DRAWINGS HAVE BEEN PREPARED, IN PER CITY STD. PLAN N0, 1016 11 F 10'16 34" 107.00' 19.19' 9.62' PART, ON THE BASIS OF INFORMATION COMPILED AND O FURNISHED BY OTHERS. THE ENGINEER WILL NOT BE G 10' 1634 " 107.00' 19.19' 9.62' BENCH MARK. BASIS OF BEARINGS. 12 ADJUST MANHOLE AND/OR GATE VALVE BOX TO GRADE PER CITY! # No. 615 RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH ((JS d - H 91 '21 ' 11 " 30.00' 47.83' 30.72' THE BEARING OF N00' 16'44 "W ALONG THEHAVE BEEN INCORPORATED INTO THE DOCUMENTS AS ' Ln STD. NOS. 109 & 130. O RAILROAD SPIKE AT INTERSECTION CENTEP,LINE OF CITRUS AVE., AS SHOWN A RESULT THEREOF_ © 111'54'19" 60.00' 117.19' 88.80' OF CITRUS AVE. AND LOS CECROS ON MAP OF TR. 15908, FILED IN BOOK AVE., IN POWER POLE NO. 9011E 271, PAGES 34 THROUGH 39, INCLUSIVE,��� QJ 91'21'11" 50.00' 79.72' 51.19' ON THE EAST SIDE OF CITRUS AVE. OF MAPS, RECORDS OF SAN BERNARDINO O K 94'26'08" 50.00' 1 82.4 1 ' 1 54.03' ELEVATION: # 1467.59 COUNTY. Z REV. REVISION DESCRIP nON DATE ENGR. CITY DATE Prepared Under The Supervision O f Su : CITY OF FON TA NA CAL /FO RN/A �- SHOULD CONS TRUC T/ON OF THE REQUIRED IMPROVEMENTS P P NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF �oeZ oE�q/0r\'� PREPARED /N THE OFF/CE OF Q �Q� MADOLE AND ASSOCIATES, INC. STREET /MPRO VEMEN T PLANS � APPROVAL SHOWN HEREON AND CARR/ED FORTH /N A cr_c� ��DRAWN DJ SCALE: w No. 62183 03 10601 CHURCH STREET, STE. 107 DJ TRACT NOS. 16541 & 16541-3 AS SHOWN N Exp: 9-30-05 RANCHO CUCAMONGA CA 91730 SHOREACRES WAY &00 D/L/GENT MANNER, THE CITY ENG/NEER MAY REQUIRE �r PHONE (909) 948-1311 DESIGNED BY DA ' s - - - PAB C EK LANE 7E - REVISIONS TO THE PLANS TO BR/NG THEM�NTO '9TF C/ v i o���P Z �N S� SEPT 2003 OFCAL�F Date CHECKED BY APP D DRAWING NO. 2 CU REco�� oR,�wING !! I CONFORMANCE WITH CONDITIONS AND STANDARDS /N EFFECT. RCE 62 3 EXP. 9-30-05 Z ��Z ! 3546 000 CITY ENGINEER R.C.E. 51152 DATE J:\826-1182\streets\st02.dwg, 02/12/2004 10:23:26 AM, DJ