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Home My WebLink About3082-6Z SEE TR. 16074 ON-SITE ST. IMPROVEMENT PLANS SHEET 6 6 DWG. NO. 2902 W BONSAI LANE J `M crLi Li 0 11 68 CL 3 w w I 4' 34 C - c o 1 22' 22' 1 6 59 58 N 0 wo IN W N +' S7 J 0 w c W ro ( 53.97 53.99 0 ( X X MA C LI FL 3 FL � w 0 W w X5+76 $ -- — ---—, — --� F W m m � Li 3 CL + 56 V) 55 0 EE SHEET w j . tR. 1607 I PR. nM LOT E 120, 7' 4 4 �! 54. i TRACT 16232 W O W 541 53 0 6 Z W Q� 2 52 I 51 50 w uj w w co _. o 842.48' 49 CD0 W x LOT D } 6 Q 3 O W 48 C3 0- X U-1 x W cr W H Q 3 8 & TAMARIND AVE. 111 V2 65" to rj4' 31' � 1 ' + I N af 0 47 OD a V) m cn w V) / x � AkCHLINE x�`' 10+75.9 — — — —— — — — — — - — — — — 55.5 SEI fHEET 7 6 EXIST. POWERPOLE FL o � 1 PF' PIP 4 _ — — — — — — -Vzu W}--- -57: o , FI— — — - 7777 -rte- $ ': } .. 7r- ori- Z �,., .., Z a 39+77.67 JURUPA AVE. 3 .. r = 10+00.00 BONSAI LN__ m' ,. INTERSECT ION _ v _ _.._ U _ Li x 10x rr W __ _ —----- 1 - _W o w w w w J U N 40' 20' O' 40' 80' GRAPHIC SCALE: 1 " = 40' LEGEND PAVEMENT LAP JOINT SEE DETAIL ON SHEET 2 OPROPOSED A.C. PAVEMENT P EXISTING EDGE OF PAVEMENT RD 0 DIAL TWO W❑RKING BEFORE DAYS BEF❑RE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT JURUPA AVENUE dO��W ccm • N R uj NQ -63494 Exp. Sept. 30, 2006 tpA cIVI%_ qTE OF C 14:-H� -4�-— 48— 49 _ 50 RR ti, ti s` 20 3.9't 5' LAP JOINT -(R/W).— a 49+33.59 JURUPA AVE. E o - = 10+00-00 TAMARIND AVE. o _ CONST.f�±+ INTERSECTION _. O - N.. .. x _ W EXISTING JURUPA AVE. IMPROVEMENTS CONSTRUCTION NOTES PER CITY OF FONTANA PLANS cD O1 CONSTRUCT 6.5" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. FOR TR 13332 -SOUTH PARK (SEE GENERAL NOTES 31 AND 32) o DWG. #2565 O CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 3 0 O3 CONSTRUCT CONCRETE SIDEWALK (W=6') PER CITY OF FONTANA STD. 1015 `oo O O4 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006 O CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104 00 O6 EXISTING POWER LINES TO BE PLACED UNDERGROUND w CURB DATA DELTA BRG RADIUS LENGTH TANGENT REMARK 1 A-- 90000'00" 35.00' 54.98' 35.00' CURB RETURN 2 A 90°00'00" 35.00' 54.98' 35.00' " 3 6 89035'00" 35.00 54.72' 34.75' " O CONSTRUCT LAP JOINT PER DETAIL ON SHEET 2 CL 11-1 12 RELOCATE FIRE HYDRANT PER TRACT 16074 WATER PLANS Li In 20 CONSTRUCT VARIABLE WIDTH A.C. LIFT W/SEAL COAT (f.17) � r, REV. REVISION DESCRIPTION DTE ENGR. CITY DATE IBENCH MARK: BASIS OF BEARINGS: SHOI.a�D CONSTRUCTION OF THE REQUIRED PLANNING DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS FOR � RECORD DRAWING � 'G THE BEARINGS HEREON ARE Q�pFEsstoN,� Q EL = 1077.40 BASED ON THE CENTERLINE IMPROVEMENTS NOT COMMENCE WITHIN TWO �o ` A j OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN �� `` TRACT 16074 -OFFSITE PHASE 1 ��` �"�, 27555 YNEZ ROAD, SUrrE 400 AS NORTH 89'03'21" EAST a �y TEMECULA CAUFOFHA 92591-4679 DRAWN BY: SCAL 1w CHISELED BOX IN HEREON APD CARRIED FORTH IN A �; JURUPA AVENUE AS SHOWN s EASTERLY TOP CURB, PER PARCEL MAP NO. DILIGENT MANNER, THE CITY ENGINEER No.43090 CONSULTING 909.676.8042 ■ FAX 909.676.7240 www.RBF.com RJB RLS 12195, P.M.B.158/28-40; °` Exp. 3/31/04 FROM 1234' WEST OF TAMARIND JOB NUMBER TAMARIND AVE.; 60' DESIGNED BY: 15_1�187 FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO PREPARED NDER THfRVISION OF: TO AMAR D SOUTH OF TAMARIND CT., BRING THEM INTO COI�ORMANCE WITH sly C/ y �� Q~� MAP, SAID BEARING HAD MCH Q 500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE lF OF C f`�1E�uuj APP V B DRAWING N0. 6 Q 0.00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. DATE: D CHECKED B�'• t �/ •Ol 89'04'00" EAST. MICHAEL LMA RCE N0. 43090 EXP. 3-31-04 MA CITY ENGINEER R.C.E. 51152 DATE: 3082 10 W m m � Li 3 CL + 56 V) 55 0 EE SHEET w j . tR. 1607 I PR. nM LOT E 120, 7' 4 4 �! 54. i TRACT 16232 W O W 541 53 0 6 Z W Q� 2 52 I 51 50 w uj w w co _. o 842.48' 49 CD0 W x LOT D } 6 Q 3 O W 48 C3 0- X U-1 x W cr W H Q 3 8 & TAMARIND AVE. 111 V2 65" to rj4' 31' � 1 ' + I N af 0 47 OD a V) m cn w V) / x � AkCHLINE x�`' 10+75.9 — — — —— — — — — — - — — — — 55.5 SEI fHEET 7 6 EXIST. POWERPOLE FL o � 1 PF' PIP 4 _ — — — — — — -Vzu W}--- -57: o , FI— — — - 7777 -rte- $ ': } .. 7r- ori- Z �,., .., Z a 39+77.67 JURUPA AVE. 3 .. r = 10+00.00 BONSAI LN__ m' ,. INTERSECT ION _ v _ _.._ U _ Li x 10x rr W __ _ —----- 1 - _W o w w w w J U N 40' 20' O' 40' 80' GRAPHIC SCALE: 1 " = 40' LEGEND PAVEMENT LAP JOINT SEE DETAIL ON SHEET 2 OPROPOSED A.C. PAVEMENT P EXISTING EDGE OF PAVEMENT RD 0 DIAL TWO W❑RKING BEFORE DAYS BEF❑RE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT JURUPA AVENUE dO��W ccm • N R uj NQ -63494 Exp. Sept. 30, 2006 tpA cIVI%_ qTE OF C 14:-H� -4�-— 48— 49 _ 50 RR ti, ti s` 20 3.9't 5' LAP JOINT -(R/W).— a 49+33.59 JURUPA AVE. E o - = 10+00-00 TAMARIND AVE. o _ CONST.f�±+ INTERSECTION _. O - N.. .. x _ W EXISTING JURUPA AVE. IMPROVEMENTS CONSTRUCTION NOTES PER CITY OF FONTANA PLANS cD O1 CONSTRUCT 6.5" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. FOR TR 13332 -SOUTH PARK (SEE GENERAL NOTES 31 AND 32) o DWG. #2565 O CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 3 0 O3 CONSTRUCT CONCRETE SIDEWALK (W=6') PER CITY OF FONTANA STD. 1015 `oo O O4 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006 O CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104 00 O6 EXISTING POWER LINES TO BE PLACED UNDERGROUND w CURB DATA DELTA BRG RADIUS LENGTH TANGENT REMARK 1 A-- 90000'00" 35.00' 54.98' 35.00' CURB RETURN 2 A 90°00'00" 35.00' 54.98' 35.00' " 3 6 89035'00" 35.00 54.72' 34.75' " O CONSTRUCT LAP JOINT PER DETAIL ON SHEET 2 CL 11-1 12 RELOCATE FIRE HYDRANT PER TRACT 16074 WATER PLANS Li In 20 CONSTRUCT VARIABLE WIDTH A.C. LIFT W/SEAL COAT (f.17) � r, REV. REVISION DESCRIPTION DTE ENGR. CITY DATE IBENCH MARK: BASIS OF BEARINGS: SHOI.a�D CONSTRUCTION OF THE REQUIRED PLANNING DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS FOR � RECORD DRAWING � 'G THE BEARINGS HEREON ARE Q�pFEsstoN,� Q EL = 1077.40 BASED ON THE CENTERLINE IMPROVEMENTS NOT COMMENCE WITHIN TWO �o ` A j OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN �� `` TRACT 16074 -OFFSITE PHASE 1 ��` �"�, 27555 YNEZ ROAD, SUrrE 400 AS NORTH 89'03'21" EAST a �y TEMECULA CAUFOFHA 92591-4679 DRAWN BY: SCAL 1w CHISELED BOX IN HEREON APD CARRIED FORTH IN A �; JURUPA AVENUE AS SHOWN s EASTERLY TOP CURB, PER PARCEL MAP NO. DILIGENT MANNER, THE CITY ENGINEER No.43090 CONSULTING 909.676.8042 ■ FAX 909.676.7240 www.RBF.com RJB RLS 12195, P.M.B.158/28-40; °` Exp. 3/31/04 FROM 1234' WEST OF TAMARIND JOB NUMBER TAMARIND AVE.; 60' DESIGNED BY: 15_1�187 FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO PREPARED NDER THfRVISION OF: TO AMAR D SOUTH OF TAMARIND CT., BRING THEM INTO COI�ORMANCE WITH sly C/ y �� Q~� MAP, SAID BEARING HAD MCH Q 500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE lF OF C f`�1E�uuj APP V B DRAWING N0. 6 Q 0.00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. DATE: D CHECKED B�'• t �/ •Ol 89'04'00" EAST. MICHAEL LMA RCE N0. 43090 EXP. 3-31-04 MA CITY ENGINEER R.C.E. 51152 DATE: 3082 10 cr W H Q 3 8 & TAMARIND AVE. 111 V2 65" to rj4' 31' � 1 ' + I N af 0 47 OD a V) m cn w V) / x � AkCHLINE x�`' 10+75.9 — — — —— — — — — — - — — — — 55.5 SEI fHEET 7 6 EXIST. POWERPOLE FL o � 1 PF' PIP 4 _ — — — — — — -Vzu W}--- -57: o , FI— — — - 7777 -rte- $ ': } .. 7r- ori- Z �,., .., Z a 39+77.67 JURUPA AVE. 3 .. r = 10+00.00 BONSAI LN__ m' ,. INTERSECT ION _ v _ _.._ U _ Li x 10x rr W __ _ —----- 1 - _W o w w w w J U N 40' 20' O' 40' 80' GRAPHIC SCALE: 1 " = 40' LEGEND PAVEMENT LAP JOINT SEE DETAIL ON SHEET 2 OPROPOSED A.C. PAVEMENT P EXISTING EDGE OF PAVEMENT RD 0 DIAL TWO W❑RKING BEFORE DAYS BEF❑RE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT JURUPA AVENUE dO��W ccm • N R uj NQ -63494 Exp. Sept. 30, 2006 tpA cIVI%_ qTE OF C 14:-H� -4�-— 48— 49 _ 50 RR ti, ti s` 20 3.9't 5' LAP JOINT -(R/W).— a 49+33.59 JURUPA AVE. E o - = 10+00-00 TAMARIND AVE. o _ CONST.f�±+ INTERSECTION _. O - N.. .. x _ W EXISTING JURUPA AVE. IMPROVEMENTS CONSTRUCTION NOTES PER CITY OF FONTANA PLANS cD O1 CONSTRUCT 6.5" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. FOR TR 13332 -SOUTH PARK (SEE GENERAL NOTES 31 AND 32) o DWG. #2565 O CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 3 0 O3 CONSTRUCT CONCRETE SIDEWALK (W=6') PER CITY OF FONTANA STD. 1015 `oo O O4 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006 O CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104 00 O6 EXISTING POWER LINES TO BE PLACED UNDERGROUND w CURB DATA DELTA BRG RADIUS LENGTH TANGENT REMARK 1 A-- 90000'00" 35.00' 54.98' 35.00' CURB RETURN 2 A 90°00'00" 35.00' 54.98' 35.00' " 3 6 89035'00" 35.00 54.72' 34.75' " O CONSTRUCT LAP JOINT PER DETAIL ON SHEET 2 CL 11-1 12 RELOCATE FIRE HYDRANT PER TRACT 16074 WATER PLANS Li In 20 CONSTRUCT VARIABLE WIDTH A.C. LIFT W/SEAL COAT (f.17) � r, REV. REVISION DESCRIPTION DTE ENGR. CITY DATE IBENCH MARK: BASIS OF BEARINGS: SHOI.a�D CONSTRUCTION OF THE REQUIRED PLANNING DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS FOR � RECORD DRAWING � 'G THE BEARINGS HEREON ARE Q�pFEsstoN,� Q EL = 1077.40 BASED ON THE CENTERLINE IMPROVEMENTS NOT COMMENCE WITHIN TWO �o ` A j OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN �� `` TRACT 16074 -OFFSITE PHASE 1 ��` �"�, 27555 YNEZ ROAD, SUrrE 400 AS NORTH 89'03'21" EAST a �y TEMECULA CAUFOFHA 92591-4679 DRAWN BY: SCAL 1w CHISELED BOX IN HEREON APD CARRIED FORTH IN A �; JURUPA AVENUE AS SHOWN s EASTERLY TOP CURB, PER PARCEL MAP NO. DILIGENT MANNER, THE CITY ENGINEER No.43090 CONSULTING 909.676.8042 ■ FAX 909.676.7240 www.RBF.com RJB RLS 12195, P.M.B.158/28-40; °` Exp. 3/31/04 FROM 1234' WEST OF TAMARIND JOB NUMBER TAMARIND AVE.; 60' DESIGNED BY: 15_1�187 FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO PREPARED NDER THfRVISION OF: TO AMAR D SOUTH OF TAMARIND CT., BRING THEM INTO COI�ORMANCE WITH sly C/ y �� Q~� MAP, SAID BEARING HAD MCH Q 500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE lF OF C f`�1E�uuj APP V B DRAWING N0. 6 Q 0.00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. DATE: D CHECKED B�'• t �/ •Ol 89'04'00" EAST. MICHAEL LMA RCE N0. 43090 EXP. 3-31-04 MA CITY ENGINEER R.C.E. 51152 DATE: 3082 10 w J U N 40' 20' O' 40' 80' GRAPHIC SCALE: 1 " = 40' LEGEND PAVEMENT LAP JOINT SEE DETAIL ON SHEET 2 OPROPOSED A.C. PAVEMENT P EXISTING EDGE OF PAVEMENT RD 0 DIAL TWO W❑RKING BEFORE DAYS BEF❑RE YOU DIG YOU DIG TOLL FREE 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT JURUPA AVENUE dO��W ccm • N R uj NQ -63494 Exp. Sept. 30, 2006 tpA cIVI%_ qTE OF C 14:-H� -4�-— 48— 49 _ 50 RR ti, ti s` 20 3.9't 5' LAP JOINT -(R/W).— a 49+33.59 JURUPA AVE. E o - = 10+00-00 TAMARIND AVE. o _ CONST.f�±+ INTERSECTION _. O - N.. .. x _ W EXISTING JURUPA AVE. IMPROVEMENTS CONSTRUCTION NOTES PER CITY OF FONTANA PLANS cD O1 CONSTRUCT 6.5" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. FOR TR 13332 -SOUTH PARK (SEE GENERAL NOTES 31 AND 32) o DWG. #2565 O CONSTRUCT 8" CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003 3 0 O3 CONSTRUCT CONCRETE SIDEWALK (W=6') PER CITY OF FONTANA STD. 1015 `oo O O4 CONSTRUCT RAMPED CURB RETURN PER CITY OF FONTANA STD. NO. 1006 O CONSTRUCT CROSS GUTTER (W=10') PER CITY OF FONTANA STD. 104 00 O6 EXISTING POWER LINES TO BE PLACED UNDERGROUND w CURB DATA DELTA BRG RADIUS LENGTH TANGENT REMARK 1 A-- 90000'00" 35.00' 54.98' 35.00' CURB RETURN 2 A 90°00'00" 35.00' 54.98' 35.00' " 3 6 89035'00" 35.00 54.72' 34.75' " O CONSTRUCT LAP JOINT PER DETAIL ON SHEET 2 CL 11-1 12 RELOCATE FIRE HYDRANT PER TRACT 16074 WATER PLANS Li In 20 CONSTRUCT VARIABLE WIDTH A.C. LIFT W/SEAL COAT (f.17) � r, REV. REVISION DESCRIPTION DTE ENGR. CITY DATE IBENCH MARK: BASIS OF BEARINGS: SHOI.a�D CONSTRUCTION OF THE REQUIRED PLANNING DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS FOR � RECORD DRAWING � 'G THE BEARINGS HEREON ARE Q�pFEsstoN,� Q EL = 1077.40 BASED ON THE CENTERLINE IMPROVEMENTS NOT COMMENCE WITHIN TWO �o ` A j OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN �� `` TRACT 16074 -OFFSITE PHASE 1 ��` �"�, 27555 YNEZ ROAD, SUrrE 400 AS NORTH 89'03'21" EAST a �y TEMECULA CAUFOFHA 92591-4679 DRAWN BY: SCAL 1w CHISELED BOX IN HEREON APD CARRIED FORTH IN A �; JURUPA AVENUE AS SHOWN s EASTERLY TOP CURB, PER PARCEL MAP NO. DILIGENT MANNER, THE CITY ENGINEER No.43090 CONSULTING 909.676.8042 ■ FAX 909.676.7240 www.RBF.com RJB RLS 12195, P.M.B.158/28-40; °` Exp. 3/31/04 FROM 1234' WEST OF TAMARIND JOB NUMBER TAMARIND AVE.; 60' DESIGNED BY: 15_1�187 FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO PREPARED NDER THfRVISION OF: TO AMAR D SOUTH OF TAMARIND CT., BRING THEM INTO COI�ORMANCE WITH sly C/ y �� Q~� MAP, SAID BEARING HAD MCH Q 500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE lF OF C f`�1E�uuj APP V B DRAWING N0. 6 Q 0.00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. DATE: D CHECKED B�'• t �/ •Ol 89'04'00" EAST. MICHAEL LMA RCE N0. 43090 EXP. 3-31-04 MA CITY ENGINEER R.C.E. 51152 DATE: 3082 10 CURB DATA DELTA BRG RADIUS LENGTH TANGENT REMARK 1 A-- 90000'00" 35.00' 54.98' 35.00' CURB RETURN 2 A 90°00'00" 35.00' 54.98' 35.00' " 3 6 89035'00" 35.00 54.72' 34.75' " O CONSTRUCT LAP JOINT PER DETAIL ON SHEET 2 CL 11-1 12 RELOCATE FIRE HYDRANT PER TRACT 16074 WATER PLANS Li In 20 CONSTRUCT VARIABLE WIDTH A.C. LIFT W/SEAL COAT (f.17) � r, REV. REVISION DESCRIPTION DTE ENGR. CITY DATE IBENCH MARK: BASIS OF BEARINGS: SHOI.a�D CONSTRUCTION OF THE REQUIRED PLANNING DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS FOR � RECORD DRAWING � 'G THE BEARINGS HEREON ARE Q�pFEsstoN,� Q EL = 1077.40 BASED ON THE CENTERLINE IMPROVEMENTS NOT COMMENCE WITHIN TWO �o ` A j OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN �� `` TRACT 16074 -OFFSITE PHASE 1 ��` �"�, 27555 YNEZ ROAD, SUrrE 400 AS NORTH 89'03'21" EAST a �y TEMECULA CAUFOFHA 92591-4679 DRAWN BY: SCAL 1w CHISELED BOX IN HEREON APD CARRIED FORTH IN A �; JURUPA AVENUE AS SHOWN s EASTERLY TOP CURB, PER PARCEL MAP NO. DILIGENT MANNER, THE CITY ENGINEER No.43090 CONSULTING 909.676.8042 ■ FAX 909.676.7240 www.RBF.com RJB RLS 12195, P.M.B.158/28-40; °` Exp. 3/31/04 FROM 1234' WEST OF TAMARIND JOB NUMBER TAMARIND AVE.; 60' DESIGNED BY: 15_1�187 FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO PREPARED NDER THfRVISION OF: TO AMAR D SOUTH OF TAMARIND CT., BRING THEM INTO COI�ORMANCE WITH sly C/ y �� Q~� MAP, SAID BEARING HAD MCH Q 500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE lF OF C f`�1E�uuj APP V B DRAWING N0. 6 Q 0.00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. DATE: D CHECKED B�'• t �/ •Ol 89'04'00" EAST. MICHAEL LMA RCE N0. 43090 EXP. 3-31-04 MA CITY ENGINEER R.C.E. 51152 DATE: 3082 10 O CONSTRUCT LAP JOINT PER DETAIL ON SHEET 2 CL 11-1 12 RELOCATE FIRE HYDRANT PER TRACT 16074 WATER PLANS Li In 20 CONSTRUCT VARIABLE WIDTH A.C. LIFT W/SEAL COAT (f.17) � r, REV. REVISION DESCRIPTION DTE ENGR. CITY DATE IBENCH MARK: BASIS OF BEARINGS: SHOI.a�D CONSTRUCTION OF THE REQUIRED PLANNING DESIGN ■ CONSTRUCTION CITY OF FONTANA, CALIFORNIA STREET IMPROVEMENT PLANS FOR � RECORD DRAWING � 'G THE BEARINGS HEREON ARE Q�pFEsstoN,� Q EL = 1077.40 BASED ON THE CENTERLINE IMPROVEMENTS NOT COMMENCE WITHIN TWO �o ` A j OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN �� `` TRACT 16074 -OFFSITE PHASE 1 ��` �"�, 27555 YNEZ ROAD, SUrrE 400 AS NORTH 89'03'21" EAST a �y TEMECULA CAUFOFHA 92591-4679 DRAWN BY: SCAL 1w CHISELED BOX IN HEREON APD CARRIED FORTH IN A �; JURUPA AVENUE AS SHOWN s EASTERLY TOP CURB, PER PARCEL MAP NO. DILIGENT MANNER, THE CITY ENGINEER No.43090 CONSULTING 909.676.8042 ■ FAX 909.676.7240 www.RBF.com RJB RLS 12195, P.M.B.158/28-40; °` Exp. 3/31/04 FROM 1234' WEST OF TAMARIND JOB NUMBER TAMARIND AVE.; 60' DESIGNED BY: 15_1�187 FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO PREPARED NDER THfRVISION OF: TO AMAR D SOUTH OF TAMARIND CT., BRING THEM INTO COI�ORMANCE WITH sly C/ y �� Q~� MAP, SAID BEARING HAD MCH Q 500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE lF OF C f`�1E�uuj APP V B DRAWING N0. 6 Q 0.00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. DATE: D CHECKED B�'• t �/ •Ol 89'04'00" EAST. MICHAEL LMA RCE N0. 43090 EXP. 3-31-04 MA CITY ENGINEER R.C.E. 51152 DATE: 3082 10