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HomeMy WebLinkAbout4312-24N 990 995 N rn 993 985---- ----------------00 _ 22' _ 228 229 230 231 232 233 CONSTRUCTION NOTES NOTE: FOR INTERSECTION DETAILS SEE SHEET 40 CI i CONSTRUCT 61/2" AC OVER 4" CMB SEE TABLES FOR EXISTING FENCE, GATE, MAIL BOX AND TREE REMOVAL SHEETS 47-51 LIMITS OF PAVEMENT �5 CONSTRUCT MEDIAN TAPER PER SPPWC STD. PLAN 140-2 RECONSTRUCTION 32 �1 O6 GRIND EXISTING 2" AC PAVEMENT AND PLACE 2" OVERLAY ( U r w IN, n7 GRIND EXISTING 2- AC PAVEMENT AND PLACE 2;" OVERLAY 193-411-01 J m J 39 I- 42 42 _ 42 26 26 � w Q 0 w rZ 3 2 opo s� O W N 0 N N l� Q W ~ W CO � e W W J m _ Q 193-561-61 m 193-561-50 193-561-49 O M 193-561-48 193-561-47 193-561-46 193-561-15 193-561-14 193-561-13 193-561-12 N 12 CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006 14 CONSTRUCT RESIDENTIAL DRIVEWAY (PARKWAY TYPE) PER CITY OF FONTANA STD. NO. 1002 21 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. NO. 1000 22 CONSTRUCT 8" CURB PER CITY OF FONTANA STD. NO. 1000 23 ONSTRUCT STANDARD ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003 26 JUST WATER VALVE TO GRADE PER CITY OF FONTANA STD. NO. 6000 HDR ENGINEERING, INC. 2880 MARKET STREET, SUITE 100 RIVERSIDE, CA 92501 (951) 320-7300 ora—filsrv01 \ustnpro j\200093\003\pro ject_drawings\layou ts\200093e16.dgn TOLL FREE ® 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 12/4/2007 193-561-11 In O In CV 27 ADJUST MANHOLE TO GRADE PER CITY OF FONTANA STD. NO. 2000 31 CONSTRUCT TYPICAL MEDAIN TREATMENT, SEE LANDSCAPE PLANS 32 POWER POLE TO BE RELOCATED (BY OTHERS) 34 RELOCATE EXISTING WATER METER (BY OTHERS) REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE RecotZb vRawimil I I I/fm 06114 8:46:36 PM DFLTUSER I 193-561-05 O M cn ..lf] 234 992 POPLAR 0 Li rn 0 00 0 + 0 ro rn N r- 0) 235 36 RELOCATE EXISTING FIRE HYDRANT (BY OTHERS) 39 CONSTRUCT LOCAL DEPRESSION PER SPPWC STD. PLAN 3 1 3- 1 , CASE E, H = 2" 42 ADJUST SEWER MANHOLE TO GRADE PER INLAND EMPIRE UTILITIES AGENCY STD. PLAN SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 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. PROPOSED MEDIAN TC J W ® 5' - 1 5' S/0 Z 0 0.95% --- ------- OD L rn rn EXISTING °' a, GROUND 236 I In n / r1 ♦ V -r A r] r- rl CURVE DATA No. L 100.00' 0 w 77.84' In CURB RETURN + �4 A� 04 A� 0 b ------------ --------r------------- 00 0) rn N a 50 L 50.00' _ cf)06 993 ��"v _ 0) 1 0 o C cn to U re i cn omo LO o: W° 990 --s U L 50.08' b p 0° p O -------o) :ri N to to 0) + 14-N W* 0) w 993 TC a o 0 00 �"� N N Oo GROUND cn am fn a) o 1` N �r 00 ' _ ' 360P058EDNl0 W Z + + ,�� M `� m M rn 0' _-_ " _, 79.24 0 o Ui + _ _ _ _ _ -- + °° 0t0 .- C N R o N0) o 0.99% _ __-------' m CURB RETURN n 0 + , N ^ 00 8' -17' S/O cL 990— v ao `n ami ai �ai _ ------------------ rn-------- ca 9901`0 D �., D� �N !4 /4 n co � � ' c4 N °,�° t2 m °' w w + m rn a) a rn _ -- '__w `" 0i 0) N d GROUND + N 5rn_ � 5 rn `'� 5 rn A __> --1-g3* m 0) rn co' 0.93% 0+0 z co N PROPOSED TC ® __ ____---- E - ---------- - - � r U ,� h 4� 0� 'N � � --- _ � ►n 00 N 990 995 N rn 993 985---- ----------------00 _ 22' _ 228 229 230 231 232 233 CONSTRUCTION NOTES NOTE: FOR INTERSECTION DETAILS SEE SHEET 40 CI i CONSTRUCT 61/2" AC OVER 4" CMB SEE TABLES FOR EXISTING FENCE, GATE, MAIL BOX AND TREE REMOVAL SHEETS 47-51 LIMITS OF PAVEMENT �5 CONSTRUCT MEDIAN TAPER PER SPPWC STD. PLAN 140-2 RECONSTRUCTION 32 �1 O6 GRIND EXISTING 2" AC PAVEMENT AND PLACE 2" OVERLAY ( U r w IN, n7 GRIND EXISTING 2- AC PAVEMENT AND PLACE 2;" OVERLAY 193-411-01 J m J 39 I- 42 42 _ 42 26 26 � w Q 0 w rZ 3 2 opo s� O W N 0 N N l� Q W ~ W CO � e W W J m _ Q 193-561-61 m 193-561-50 193-561-49 O M 193-561-48 193-561-47 193-561-46 193-561-15 193-561-14 193-561-13 193-561-12 N 12 CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006 14 CONSTRUCT RESIDENTIAL DRIVEWAY (PARKWAY TYPE) PER CITY OF FONTANA STD. NO. 1002 21 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. NO. 1000 22 CONSTRUCT 8" CURB PER CITY OF FONTANA STD. NO. 1000 23 ONSTRUCT STANDARD ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003 26 JUST WATER VALVE TO GRADE PER CITY OF FONTANA STD. NO. 6000 HDR ENGINEERING, INC. 2880 MARKET STREET, SUITE 100 RIVERSIDE, CA 92501 (951) 320-7300 ora—filsrv01 \ustnpro j\200093\003\pro ject_drawings\layou ts\200093e16.dgn TOLL FREE ® 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 12/4/2007 193-561-11 In O In CV 27 ADJUST MANHOLE TO GRADE PER CITY OF FONTANA STD. NO. 2000 31 CONSTRUCT TYPICAL MEDAIN TREATMENT, SEE LANDSCAPE PLANS 32 POWER POLE TO BE RELOCATED (BY OTHERS) 34 RELOCATE EXISTING WATER METER (BY OTHERS) REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE RecotZb vRawimil I I I/fm 06114 8:46:36 PM DFLTUSER I 193-561-05 O M cn ..lf] 234 992 POPLAR 0 Li rn 0 00 0 + 0 ro rn N r- 0) 235 36 RELOCATE EXISTING FIRE HYDRANT (BY OTHERS) 39 CONSTRUCT LOCAL DEPRESSION PER SPPWC STD. PLAN 3 1 3- 1 , CASE E, H = 2" 42 ADJUST SEWER MANHOLE TO GRADE PER INLAND EMPIRE UTILITIES AGENCY STD. PLAN SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 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. PROPOSED MEDIAN TC J W ® 5' - 1 5' S/0 Z 0 0.95% --- ------- OD L rn rn EXISTING °' a, GROUND 236 I In n / r1 ♦ V -r A r] r- rl CURVE DATA No. - 36' N/0 --- cti 0.82% - - ` 0 w m rn 0) N b ------------ --------r------------- 00 0) rn N a 50 _-__--- ___------� oo _ cf)06 993 ��"v _ 0) 1 180000'00" o C 00 cr) 88 _ - --- W° 990 --s U W ___________�_-`_-- — N 0° CO ----------- -------o) '(� LO '+ 985 ®— N EX I ST I NG cn N g EX I ST I NG 0' 0° TC a W W CA �"� N N Oo GROUND cn am fn a) r- 1` N �r w rn m 993 990 0, ' _ ' 360P058EDNl0 W Z Z N 990 995 N rn 993 985---- ----------------00 _ 22' _ 228 229 230 231 232 233 CONSTRUCTION NOTES NOTE: FOR INTERSECTION DETAILS SEE SHEET 40 CI i CONSTRUCT 61/2" AC OVER 4" CMB SEE TABLES FOR EXISTING FENCE, GATE, MAIL BOX AND TREE REMOVAL SHEETS 47-51 LIMITS OF PAVEMENT �5 CONSTRUCT MEDIAN TAPER PER SPPWC STD. PLAN 140-2 RECONSTRUCTION 32 �1 O6 GRIND EXISTING 2" AC PAVEMENT AND PLACE 2" OVERLAY ( U r w IN, n7 GRIND EXISTING 2- AC PAVEMENT AND PLACE 2;" OVERLAY 193-411-01 J m J 39 I- 42 42 _ 42 26 26 � w Q 0 w rZ 3 2 opo s� O W N 0 N N l� Q W ~ W CO � e W W J m _ Q 193-561-61 m 193-561-50 193-561-49 O M 193-561-48 193-561-47 193-561-46 193-561-15 193-561-14 193-561-13 193-561-12 N 12 CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006 14 CONSTRUCT RESIDENTIAL DRIVEWAY (PARKWAY TYPE) PER CITY OF FONTANA STD. NO. 1002 21 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. NO. 1000 22 CONSTRUCT 8" CURB PER CITY OF FONTANA STD. NO. 1000 23 ONSTRUCT STANDARD ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003 26 JUST WATER VALVE TO GRADE PER CITY OF FONTANA STD. NO. 6000 HDR ENGINEERING, INC. 2880 MARKET STREET, SUITE 100 RIVERSIDE, CA 92501 (951) 320-7300 ora—filsrv01 \ustnpro j\200093\003\pro ject_drawings\layou ts\200093e16.dgn TOLL FREE ® 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 12/4/2007 193-561-11 In O In CV 27 ADJUST MANHOLE TO GRADE PER CITY OF FONTANA STD. NO. 2000 31 CONSTRUCT TYPICAL MEDAIN TREATMENT, SEE LANDSCAPE PLANS 32 POWER POLE TO BE RELOCATED (BY OTHERS) 34 RELOCATE EXISTING WATER METER (BY OTHERS) REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE RecotZb vRawimil I I I/fm 06114 8:46:36 PM DFLTUSER I 193-561-05 O M cn ..lf] 234 992 POPLAR 0 Li rn 0 00 0 + 0 ro rn N r- 0) 235 36 RELOCATE EXISTING FIRE HYDRANT (BY OTHERS) 39 CONSTRUCT LOCAL DEPRESSION PER SPPWC STD. PLAN 3 1 3- 1 , CASE E, H = 2" 42 ADJUST SEWER MANHOLE TO GRADE PER INLAND EMPIRE UTILITIES AGENCY STD. PLAN SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 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. PROPOSED MEDIAN TC J W ® 5' - 1 5' S/0 Z 0 0.95% --- ------- OD L rn rn EXISTING °' a, GROUND 236 I In n / r1 ♦ V -r A r] r- rl CURVE DATA No. m R + O O 49 89° 1 1 ' 35" W 77. 84' 0 50 N _ cf)06 79. 24' 0.99%- ® 180000'00" o C 00 N/A 88 o W° 990 --s U 00 0 ___________�_-`_-- — N 0° CO ----------- -------o) '(� LO '+ ----`-- M C N r- EX I ST I NG 0' 0° O V W PROPOSED MEDIAN TC _ ------ - N r- � GROUND N 0 W Z ® 21-41 S/O (l 82q __ _------- ao co 00 rn N 990 995 N rn 993 985---- ----------------00 _ 22' _ 228 229 230 231 232 233 CONSTRUCTION NOTES NOTE: FOR INTERSECTION DETAILS SEE SHEET 40 CI i CONSTRUCT 61/2" AC OVER 4" CMB SEE TABLES FOR EXISTING FENCE, GATE, MAIL BOX AND TREE REMOVAL SHEETS 47-51 LIMITS OF PAVEMENT �5 CONSTRUCT MEDIAN TAPER PER SPPWC STD. PLAN 140-2 RECONSTRUCTION 32 �1 O6 GRIND EXISTING 2" AC PAVEMENT AND PLACE 2" OVERLAY ( U r w IN, n7 GRIND EXISTING 2- AC PAVEMENT AND PLACE 2;" OVERLAY 193-411-01 J m J 39 I- 42 42 _ 42 26 26 � w Q 0 w rZ 3 2 opo s� O W N 0 N N l� Q W ~ W CO � e W W J m _ Q 193-561-61 m 193-561-50 193-561-49 O M 193-561-48 193-561-47 193-561-46 193-561-15 193-561-14 193-561-13 193-561-12 N 12 CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006 14 CONSTRUCT RESIDENTIAL DRIVEWAY (PARKWAY TYPE) PER CITY OF FONTANA STD. NO. 1002 21 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. NO. 1000 22 CONSTRUCT 8" CURB PER CITY OF FONTANA STD. NO. 1000 23 ONSTRUCT STANDARD ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003 26 JUST WATER VALVE TO GRADE PER CITY OF FONTANA STD. NO. 6000 HDR ENGINEERING, INC. 2880 MARKET STREET, SUITE 100 RIVERSIDE, CA 92501 (951) 320-7300 ora—filsrv01 \ustnpro j\200093\003\pro ject_drawings\layou ts\200093e16.dgn TOLL FREE ® 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 12/4/2007 193-561-11 In O In CV 27 ADJUST MANHOLE TO GRADE PER CITY OF FONTANA STD. NO. 2000 31 CONSTRUCT TYPICAL MEDAIN TREATMENT, SEE LANDSCAPE PLANS 32 POWER POLE TO BE RELOCATED (BY OTHERS) 34 RELOCATE EXISTING WATER METER (BY OTHERS) REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE RecotZb vRawimil I I I/fm 06114 8:46:36 PM DFLTUSER I 193-561-05 O M cn ..lf] 234 992 POPLAR 0 Li rn 0 00 0 + 0 ro rn N r- 0) 235 36 RELOCATE EXISTING FIRE HYDRANT (BY OTHERS) 39 CONSTRUCT LOCAL DEPRESSION PER SPPWC STD. PLAN 3 1 3- 1 , CASE E, H = 2" 42 ADJUST SEWER MANHOLE TO GRADE PER INLAND EMPIRE UTILITIES AGENCY STD. PLAN SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 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. PROPOSED MEDIAN TC J W ® 5' - 1 5' S/0 Z 0 0.95% --- ------- OD L rn rn EXISTING °' a, GROUND 236 I In n / r1 ♦ V -r A r] r- rl CURVE DATA No. A R L T 49 89° 1 1 ' 35" 00 77. 84' 0 50 LO C _ cf)06 79. 24' 50. 7 1 ' ® 180000'00" o C 00 N/A 88 o 2. 00' +c U __------ ___________�_-`_-- — N F— m � w 06 0) LO '+ M C ----------------- r) --- r- O V 09 '� N 0 985 Q �r 00 rn co � 1'Q0% _ _ _ _ _ -- 0t0 PROPOSED MED IAN TC m __-----`rte ' 0 8' -17' S/O cL _ _-- ---- c ° 990 F- a) 06 X M w N N 0.95% -�--- __ _ _ __-- - O `�EX __ -- --- Co O °' 0+0 z 0�0 -------------`-- r I ST I NG GROUND rn 00 00 N 990 995 N rn 993 985---- ----------------00 _ 22' _ 228 229 230 231 232 233 CONSTRUCTION NOTES NOTE: FOR INTERSECTION DETAILS SEE SHEET 40 CI i CONSTRUCT 61/2" AC OVER 4" CMB SEE TABLES FOR EXISTING FENCE, GATE, MAIL BOX AND TREE REMOVAL SHEETS 47-51 LIMITS OF PAVEMENT �5 CONSTRUCT MEDIAN TAPER PER SPPWC STD. PLAN 140-2 RECONSTRUCTION 32 �1 O6 GRIND EXISTING 2" AC PAVEMENT AND PLACE 2" OVERLAY ( U r w IN, n7 GRIND EXISTING 2- AC PAVEMENT AND PLACE 2;" OVERLAY 193-411-01 J m J 39 I- 42 42 _ 42 26 26 � w Q 0 w rZ 3 2 opo s� O W N 0 N N l� Q W ~ W CO � e W W J m _ Q 193-561-61 m 193-561-50 193-561-49 O M 193-561-48 193-561-47 193-561-46 193-561-15 193-561-14 193-561-13 193-561-12 N 12 CONSTRUCT 4" PCC SIDEWALK PER CITY OF FONTANA STD. NO. 1006 14 CONSTRUCT RESIDENTIAL DRIVEWAY (PARKWAY TYPE) PER CITY OF FONTANA STD. NO. 1002 21 CONSTRUCT 8" CURB & GUTTER PER CITY OF FONTANA STD. NO. 1000 22 CONSTRUCT 8" CURB PER CITY OF FONTANA STD. NO. 1000 23 ONSTRUCT STANDARD ACCESS RAMP PER CITY OF FONTANA STD. NO. 1003 26 JUST WATER VALVE TO GRADE PER CITY OF FONTANA STD. NO. 6000 HDR ENGINEERING, INC. 2880 MARKET STREET, SUITE 100 RIVERSIDE, CA 92501 (951) 320-7300 ora—filsrv01 \ustnpro j\200093\003\pro ject_drawings\layou ts\200093e16.dgn TOLL FREE ® 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 12/4/2007 193-561-11 In O In CV 27 ADJUST MANHOLE TO GRADE PER CITY OF FONTANA STD. NO. 2000 31 CONSTRUCT TYPICAL MEDAIN TREATMENT, SEE LANDSCAPE PLANS 32 POWER POLE TO BE RELOCATED (BY OTHERS) 34 RELOCATE EXISTING WATER METER (BY OTHERS) REV. I REVISION DESCRIPTION I DATE I ENGR. I CITY I DATE RecotZb vRawimil I I I/fm 06114 8:46:36 PM DFLTUSER I 193-561-05 O M cn ..lf] 234 992 POPLAR 0 Li rn 0 00 0 + 0 ro rn N r- 0) 235 36 RELOCATE EXISTING FIRE HYDRANT (BY OTHERS) 39 CONSTRUCT LOCAL DEPRESSION PER SPPWC STD. PLAN 3 1 3- 1 , CASE E, H = 2" 42 ADJUST SEWER MANHOLE TO GRADE PER INLAND EMPIRE UTILITIES AGENCY STD. PLAN SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL 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. PROPOSED MEDIAN TC J W ® 5' - 1 5' S/0 Z 0 0.95% --- ------- OD L rn rn EXISTING °' a, GROUND 236 I In n / r1 ♦ V -r A r] r- rl CURVE DATA No. A R L T 49 89° 1 1 ' 35" 50. 00' 77. 84' 49. 30' 50 900 48' 09" 50. 00' 79. 24' 50. 7 1 ' ® 180000'00" 2. 00' 6. 28' N/A 88 1800 00' 00" 2. 00' 6. 28' N/A / Prepared Under The Supervision Of ' PRoFESSiON Oe , F T KIMIs Z C 57374 A Exp, 12-31-09 sT CIVIL .G 4 q, OF CALAEOE` Date : 12/5/07 237 995 995 1 995 SCALE HOR , Ze I" = 40' 238 VERT: I " = 4' I elf,, i ►Arn I A AI T A nrn ' yJ-gZSL- I U O d' N N Q W t = W CO 3 U J W V y i - Q 193-682-12 REMOVAL NOTES 0 40 REMOVE EXISTING PAVEMENT 42 REMOVE EXISTING CURB SCALE IN FEET 0 40 80 120 CITY OF FONTANA, CALIFORNIA JURUPA AVENUE STREET IMPROVEMENTS DRAWN BY: MM LAYOUT PLAN SCALE: 1 11=401 1=40' DESIGNED BY: STA 226+40 TO STA 238+40 DATE KRW 10/18/2007 CHECKED BY: APPROVED„�,Yc DRAWINGNO.7-7 TK CITY ENGINEER R.C.E. 51152 DATE: 4 3 1 2