HomeMy WebLinkAbout3235-319
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20+82.51 TORREYPINE
10+00.00 BLACKWOOD
INTERSECTION
__� PROFILE SCALE
HORIZ: 1" 40'
VERT: 1" 4'
10 11 12 13 14 15 10 11 12 13 14
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o PER DWG 2899 w A�� S W o 00 cq z + F„ F�
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0 15 16 17 18 19 50 26 ' Q' �j I 22+37.86 ECR m Q
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� v 61.39 70.00'
F� 20+39.51 ECR + \ 62 �� 135 70.00' 70.00' 63.30' 6.53' ~ F- 10
62.00' 70.00' 70.00' 70.00' 57.00'
s3 _ 3 s � �
10+00.00 BRISBANE CT . u 96 2 1 00 co V) `nA. 4 g6
S cr = 22+82.30 BARK ST. 8 SEWER
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1 4 `�� q INTERSECTION - - - 4 378.88 -
» -
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,� 00
434.00' S) F 11
4
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T 52 9 5 5� �� �q�' 62.00' 70.00 70.00' 54.16'
FLD23+25.31 BCR
62.00' 70.00' 70.00' 70.00' 57.00' 4q-
19.,
EXISTING SEWER ro
21+25.51 BCR EXIST SEWER U ^� �9 02. WI LATS(TYP)
Fay W 28 27 26 25S TYP 24 0 - �� 7 �� �9 I w 66 65 64 00 0
Q/ 134 6 ' 63 m s2 e5
6 zI 9�1 J► 30 , = I N A6 .
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1' 20' 20 1 ' HI0 z> � BARK STREET
TO R REYPINE � N Q v
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BLACKWOOD COURT
BRISBANE COURT
Q�pFESS/pNq
CONSTRUCTION NOTES �oEw C. y���Fy� '� °•` �L u','
1O CONSTRUCT 4" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. C-13 N �,
(SEE GENERAL NOTES 31 & 32) No. 63494 7O E777777,
s 77 ', M
SCALE: 1 "=40' O Exp. Sept. 30, 2006 „�
2 CONSTRUCT 6 CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003
4 CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015 `!'l CIV1� SCALE: 1'=40'
� �TFOF ca��F°��
® PROTECT IN PLACE
25.00'
0 4
O
DELTA BRG
RADIUS
LENGTH TANGENT
REMARK
1
0 233°07'48"
38.00'
154.62'
--
CUL-DE-SAC
2
0 53°07'48"
62.00'
F02
31.00'
RT.
CURB
3
0 36°52'12"
c�'^
39.90'
�,
W
CURB
4
0 253°44'23"
38.00'
168.29'
LO
CUL-DE-SAC.
5
0= 36052'12"
62.00'
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___ .._....._.--77.31
W O.C.
000 00 ? U
• ,_,
+ o
384
20+82.51 TORREYPINE
10+00.00 BLACKWOOD
INTERSECTION
__� PROFILE SCALE
HORIZ: 1" 40'
VERT: 1" 4'
10 11 12 13 14 15 10 11 12 13 14
N�0
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TORREYPINE c� A K T cn 00 z w O N
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EXISTING SEWER �^ ��/ EXISTING SEWER
S T REE T I- o �p =� I v PER DWG 2899 to C)
o PER DWG 2899 w A�� S W o 00 cq z + F„ F�
W to ( O 20 V�� 54 55 56 57 M W 58 1`0- V
0 15 16 17 18 19 50 26 ' Q' �j I 22+37.86 ECR m Q
S3 I
� v 61.39 70.00'
F� 20+39.51 ECR + \ 62 �� 135 70.00' 70.00' 63.30' 6.53' ~ F- 10
62.00' 70.00' 70.00' 70.00' 57.00'
s3 _ 3 s � �
10+00.00 BRISBANE CT . u 96 2 1 00 co V) `nA. 4 g6
S cr = 22+82.30 BARK ST. 8 SEWER
S3 326bb 13 14
E i
8" SEWER 2 0 00
1 4 `�� q INTERSECTION - - - 4 378.88 -
» -
S - -f - - - 8 WATER 2
,� 00
434.00' S) F 11
4
8" WATER - 00 LO 0 2 ?
rn
T 52 9 5 5� �� �q�' 62.00' 70.00 70.00' 54.16'
FLD23+25.31 BCR
62.00' 70.00' 70.00' 70.00' 57.00' 4q-
19.,
EXISTING SEWER ro
21+25.51 BCR EXIST SEWER U ^� �9 02. WI LATS(TYP)
Fay W 28 27 26 25S TYP 24 0 - �� 7 �� �9 I w 66 65 64 00 0
Q/ 134 6 ' 63 m s2 e5
6 zI 9�1 J► 30 , = I N A6 .
32' 2' JIB w M 23 04
j�> 1 18' 8' 1 ' �I �
62 o a 12
c
o m
1' 20' 20 1 ' HI0 z> � BARK STREET
TO R REYPINE � N Q v
STREET Flo wQ
BLACKWOOD COURT
BRISBANE COURT
Q�pFESS/pNq
CONSTRUCTION NOTES �oEw C. y���Fy� '� °•` �L u','
1O CONSTRUCT 4" MIN. A.C. OVER 12" OF 95% COMPACTED NATIVE SOIL. C-13 N �,
(SEE GENERAL NOTES 31 & 32) No. 63494 7O E777777,
s 77 ', M
SCALE: 1 "=40' O Exp. Sept. 30, 2006 „�
2 CONSTRUCT 6 CURB AND GUTTER PER CITY OF FONTANA STD. DETAIL 1003
4 CONSTRUCT 5' WIDE CONCRETE SIDEWALK PER C.O.F. STD. 1015 `!'l CIV1� SCALE: 1'=40'
� �TFOF ca��F°��
® PROTECT IN PLACE
D
REV. REVISION DESCRIPTION . PLANNING � DESIGN ® CONSTRUCTION
p TE ENGRCITY DATE BENCH MARK: BASIS OF BEARINGS: SHOULD CONSTRUCTION OF THE REQUIRED CITY OF FO TA A CALIFORNIA
1 RECORD DRAWING � �pfESSIp
L THE BEARINGS HEREON ARE Q '9 STREET IMPROVEMENT PLANS FOR
EL = 1077.40BASED ON THE CENTERLINE IMPROVEMENTS NOT COMMENCE WITHIN TWO
� �, A.
OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN h�� ���� j`l� F� 27555 YNEz ROAD, SUITE 40o TRACT 16074 -PHASE 3
lWWWAAANNiA AS NORTH 89.03'21" EAST HEREON AND CARRIED FORTH INA = 9� Z ® ® ® TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALE:
CHISELED BOX IN �, BLACKWOOD CT BRISBANE CT AS SHOWN
EASTERLY TOP CURB, PER PARCEL MAP N0. DILIGENT MANNER THE CITY ENGINEER W No.43090 CONSULTING 909.676.8042 ■ FAX 909.676.7240 ■ www.RBF.com R,JB
FDAL TW❑ WORKING 12195, P.M.B.158/28-40; d EXP. 3/3�/p4 TORREYPINES ST TO 434' BARK ST TO 380 JOB NUMBER
FORE ���.� DAYS BEFORE TAMARIND AVE.; 60'FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO '`x DESIGNED BY: NORTH F TORREYPI E ST NORTH OF BARK STY❑U DIG SOUTH OF TAMARIND CT.° MAP, SAID BEARING HAD JI �IVI� ti� PREPARED U ER THE S RVISION OF: N 15-100187
U DIG 500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE BRING THEM INTO CONFORMANCE WITH qlF Eo�� MGIC APPROVED , Y: DRAWING N0.
TOLL FREE 1-800-227-2600 0.00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. OF CN al DATE: Z pt ED BY: %� •� Z 3
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 89'04'00" EAST. MICHAEL A. JTYLW CE N0. 43090 EXP. 3-31-04 MAT ITY ENGINEER R.C.E. 51152 DATE: 3235 8
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0
CURB/CENTERLINE
DATA
O
DELTA BRG
RADIUS
LENGTH TANGENT
REMARK
1
0 233°07'48"
38.00'
154.62'
--
CUL-DE-SAC
2
0 53°07'48"
62.00'
57.49'
31.00'
RT.
CURB
3
0 36°52'12"
62.00'
39.90'
20.67'
LT.
CURB
4
0 253°44'23"
38.00'
168.29'
-- I
CUL-DE-SAC.
5
0= 36052'12"
62.00'
39.90'
20.67'
RT.
CURB
6
0= 33033'26"
120.00'
70.28'
36.18'
CROWN LINE
D
REV. REVISION DESCRIPTION . PLANNING � DESIGN ® CONSTRUCTION
p TE ENGRCITY DATE BENCH MARK: BASIS OF BEARINGS: SHOULD CONSTRUCTION OF THE REQUIRED CITY OF FO TA A CALIFORNIA
1 RECORD DRAWING � �pfESSIp
L THE BEARINGS HEREON ARE Q '9 STREET IMPROVEMENT PLANS FOR
EL = 1077.40BASED ON THE CENTERLINE IMPROVEMENTS NOT COMMENCE WITHIN TWO
� �, A.
OF JURUPA AVENUE SHOWN YEARS OF THE DATE OF APPROVAL SHOWN h�� ���� j`l� F� 27555 YNEz ROAD, SUITE 40o TRACT 16074 -PHASE 3
lWWWAAANNiA AS NORTH 89.03'21" EAST HEREON AND CARRIED FORTH INA = 9� Z ® ® ® TEMECULA, CALIFORNIA 92591-4679 DRAWN BY: SCALE:
CHISELED BOX IN �, BLACKWOOD CT BRISBANE CT AS SHOWN
EASTERLY TOP CURB, PER PARCEL MAP N0. DILIGENT MANNER THE CITY ENGINEER W No.43090 CONSULTING 909.676.8042 ■ FAX 909.676.7240 ■ www.RBF.com R,JB
FDAL TW❑ WORKING 12195, P.M.B.158/28-40; d EXP. 3/3�/p4 TORREYPINES ST TO 434' BARK ST TO 380 JOB NUMBER
FORE ���.� DAYS BEFORE TAMARIND AVE.; 60'FOR THE PURPOSE OF THIS MAY REQUIRE REVISIONS TO THE PLANS TO '`x DESIGNED BY: NORTH F TORREYPI E ST NORTH OF BARK STY❑U DIG SOUTH OF TAMARIND CT.° MAP, SAID BEARING HAD JI �IVI� ti� PREPARED U ER THE S RVISION OF: N 15-100187
U DIG 500' SOUTH OF SLOVER BEEN ROTATED CLOCKWISE BRING THEM INTO CONFORMANCE WITH qlF Eo�� MGIC APPROVED , Y: DRAWING N0.
TOLL FREE 1-800-227-2600 0.00'39" TO NORTH CONDITIONS AND STANDARDS IN EFFECT. OF CN al DATE: Z pt ED BY: %� •� Z 3
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT 89'04'00" EAST. MICHAEL A. JTYLW CE N0. 43090 EXP. 3-31-04 MAT ITY ENGINEER R.C.E. 51152 DATE: 3235 8
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