HomeMy WebLinkAbout5023-32
D
J
3005' S
3SIGHT DISTANCE
BASIL LEAF LANE
7215'A"WAV? AND,
INDICATES PROPOSED A.C. PAVEMENT
INDICATES REMOVE EXISTING A.C. PAVEMENT
INDICATES OVERLAY EXISTING A.C. PAVEMENT
REED DRIVE
LIME AVENUE
BASIS OF BEARINGS:
BASIS OF BEADINGS: TAKEN FROM THE CENTERLINE OF LIME AVENUE AS SHOWN
ON TRACT NO. 16271-1, M.B. 297/15-18. BEING N 00'01' 12" W
40 MPH
305' SIGHT 'DISTANCE
4
40 MFH
305' SIGHT
GRAMIC SCALE
(IN f ff)
1 NCH s 40 FT.
91
>-`
CLEVELAND DRIVE
G
S —
CONSTRUCTION NOTES
lr�-- CONSTRUCT 4.5" AC PAVEMENT (MIN) OVER 12" OF 95X COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 do 32)
2 CONSTRUCT 8" PCC CURB do GUTTER PER CITY STD. PLAN NO. 1000
3 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. PLAN NO. 403, W=8'
4 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, WIDTH & TYPE AS SHOWN
ON PLAN
5 CONSTRUCT MODIFIED CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003
8 INSTALL 9500 LUMEN HPSV (100 WATT, 110) LUMINAIRE PER CITY STD. PLAN NO. 404
11 ADJUST MANHOLE FRAME do COVER TO GRADE PER CITY STD. PLAN NO. 2000
12 SAWCUT do REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN.)
13 GRIND EXISTING PAVEMENT AND OVERLAY FOR SMOOTH TRANSITION AS SHOWN
0 O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 940LAD CONSTRUCTION OF REQUIRED ORIGINAL BENCHMARK (SINCE DESTROYED) Prepared By: CITY OF FONTANA, CALIFORNIA
CITY OF M ROVFMENTS NOT COr1M�lENCE WITHIN PREPARED FOR: SPK N FNORTH FACEONTANA OFPOWER POLE K NO. 361 RAILROAD A LLA A D ENGINEERING p Q�tOF E J S i O� `
TWO YEARS OF THE DATE OF APPROVi1L N0. 1536697E AT THE S.W. CORNER OF SULTANA Civil Engineering Land Surveying Land Planning <v-a��No �<< �
OFFSITE STREET IMPROVEMENT PLAN
AA M LENNAR HOMES AVENUE AND BASELINE AVENUE. ELEVATION: 1365.01 g g Y g g en �� 9�a ti� DRAWN BY: TRACT NO 17885 SCALE:
rM
SHOWN HEREON M1D CNtRf� FORTH INA 980 MONTI=CITO DRIVE SUITE 302 16866 Seville Avenue - Z
Ma
DIAL TWO WORKING DKWff hMh' THE CITY EN(�NEER MAY CORONA, CA 92879 SITE BENCHMARK Fontana, California 92335 W No. 36052 M RRA HMG AS NOTED
BEFORE DAYS BEFORE R E REVISIONS TO THE PLANS TO SAN BERNARDINO COUNTY BENCHMARK NO. 7-15 (9 9) aw
Fax (909) 434-1820 Exp. 6/30/14 DESIGNED BY: LIME AVENUE DATE:
YOU DIG YOU DIG EQI (951) 817-3545 "1970" BRASS CAP IN CONCRETE ABUTMENT, LOCATEED 4 s �. RRA FROM FOOTHILL 8L�'NMTH OF FOOTHILL KVDL September, 2013
BRING THEM INTO C WITH FAX 951 817-3650 34' NORTH OF CENTERLINE OF FOOTHILL BLVD. _ 1 9 • � 6. 3 �' CIVIL `
TOLL FREE 1-800-227-2600 ( ) AND 131' WEST OF CENTERLINE OF LIME AVENUE. Raymond J. Allard, R.C.E. 36052 Date ATE` FC CHECKED A OVE t'V f'O DRAWING NO.: �/6 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONDITIONS ANO STANDARDS IN EFFECT Y OF Cqi.� RJA DATE.MOM e�yAlfol�r (expires 6/30/2014)
CITY. ENGINEER R.C.E. 51152 5023
161
CURVE &
LINE TABLE
RADIUS
DELTA
LENGTH
TANGENT BEARING
A
30.00'
89'5639"
47.09'
29.97'
B
30.00'
90'03'21"
47.15'
30.03'
C
30.00'
89'56'39"
47.09'
29.97'
D
30.00'
90'03'21"
47.15'
30.03'
7215'A"WAV? AND,
INDICATES PROPOSED A.C. PAVEMENT
INDICATES REMOVE EXISTING A.C. PAVEMENT
INDICATES OVERLAY EXISTING A.C. PAVEMENT
REED DRIVE
LIME AVENUE
BASIS OF BEARINGS:
BASIS OF BEADINGS: TAKEN FROM THE CENTERLINE OF LIME AVENUE AS SHOWN
ON TRACT NO. 16271-1, M.B. 297/15-18. BEING N 00'01' 12" W
40 MPH
305' SIGHT 'DISTANCE
4
40 MFH
305' SIGHT
GRAMIC SCALE
(IN f ff)
1 NCH s 40 FT.
91
>-`
CLEVELAND DRIVE
G
S —
CONSTRUCTION NOTES
lr�-- CONSTRUCT 4.5" AC PAVEMENT (MIN) OVER 12" OF 95X COMPACTED NATIVE SOIL
(SEE GENERAL NOTE 31 do 32)
2 CONSTRUCT 8" PCC CURB do GUTTER PER CITY STD. PLAN NO. 1000
3 CONSTRUCT PCC CROSS GUTTER AND SPANDREL PER CITY STD. PLAN NO. 403, W=8'
4 CONSTRUCT 4" PCC SIDEWALK PER CITY STD. PLAN NO. 1006, WIDTH & TYPE AS SHOWN
ON PLAN
5 CONSTRUCT MODIFIED CURB ACCESS RAMP PER CITY STD. PLAN NO. 1003
8 INSTALL 9500 LUMEN HPSV (100 WATT, 110) LUMINAIRE PER CITY STD. PLAN NO. 404
11 ADJUST MANHOLE FRAME do COVER TO GRADE PER CITY STD. PLAN NO. 2000
12 SAWCUT do REMOVE EXISTING AC PAVEMENT TO A CLEAN STRAIGHT LINE (1' MIN.)
13 GRIND EXISTING PAVEMENT AND OVERLAY FOR SMOOTH TRANSITION AS SHOWN
0 O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE 940LAD CONSTRUCTION OF REQUIRED ORIGINAL BENCHMARK (SINCE DESTROYED) Prepared By: CITY OF FONTANA, CALIFORNIA
CITY OF M ROVFMENTS NOT COr1M�lENCE WITHIN PREPARED FOR: SPK N FNORTH FACEONTANA OFPOWER POLE K NO. 361 RAILROAD A LLA A D ENGINEERING p Q�tOF E J S i O� `
TWO YEARS OF THE DATE OF APPROVi1L N0. 1536697E AT THE S.W. CORNER OF SULTANA Civil Engineering Land Surveying Land Planning <v-a��No �<< �
OFFSITE STREET IMPROVEMENT PLAN
AA M LENNAR HOMES AVENUE AND BASELINE AVENUE. ELEVATION: 1365.01 g g Y g g en �� 9�a ti� DRAWN BY: TRACT NO 17885 SCALE:
rM
SHOWN HEREON M1D CNtRf� FORTH INA 980 MONTI=CITO DRIVE SUITE 302 16866 Seville Avenue - Z
Ma
DIAL TWO WORKING DKWff hMh' THE CITY EN(�NEER MAY CORONA, CA 92879 SITE BENCHMARK Fontana, California 92335 W No. 36052 M RRA HMG AS NOTED
BEFORE DAYS BEFORE R E REVISIONS TO THE PLANS TO SAN BERNARDINO COUNTY BENCHMARK NO. 7-15 (9 9) aw
Fax (909) 434-1820 Exp. 6/30/14 DESIGNED BY: LIME AVENUE DATE:
YOU DIG YOU DIG EQI (951) 817-3545 "1970" BRASS CAP IN CONCRETE ABUTMENT, LOCATEED 4 s �. RRA FROM FOOTHILL 8L�'NMTH OF FOOTHILL KVDL September, 2013
BRING THEM INTO C WITH FAX 951 817-3650 34' NORTH OF CENTERLINE OF FOOTHILL BLVD. _ 1 9 • � 6. 3 �' CIVIL `
TOLL FREE 1-800-227-2600 ( ) AND 131' WEST OF CENTERLINE OF LIME AVENUE. Raymond J. Allard, R.C.E. 36052 Date ATE` FC CHECKED A OVE t'V f'O DRAWING NO.: �/6 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT CONDITIONS ANO STANDARDS IN EFFECT Y OF Cqi.� RJA DATE.MOM e�yAlfol�r (expires 6/30/2014)
CITY. ENGINEER R.C.E. 51152 5023
161