HomeMy WebLinkAbout3797-7SCALE IN FEET
40 80 120 160
m ��
SIDEWALK &ACCESS RAMP �" ' U PA ���®U�� ®�I ��TO BE CONSTRUCTED W/TH SEE SHT. SC
CH RF AVENUE ----
WG. NO. 3861 RECORD
PRIVATE PARK. (PR/VA TE STREET) T. 5 OF 5
CONSTRUCTION NOTES: 10 INSTALL STREET LIGHT, KING LUM/NAIRE JK118E-EAR-11-100( MOG) -HPS- THESE RECORD DRAWIN(;� 11,M)
PART, ON THE BASIS 0F
Q_ CONSTRUCT 4" AC ON 12" COMPACTED NATIVE SOIL (957 COMPACTION) PER 120-K14-PR-HSS-T5S-SCE (HEIGHT=14.5) FURNISHED BY OTHERS. THE E�
SOILS REPORT RECOMMENDATION. CONSTRUCT STAMPED ASPHALT, FIELD -'ASHLAR SLATE" PATTERN; COLOR TO BE SLATE. RESPONSIBLE FOR ANY ERROR:
BANDS -SINGLE OR TRIPLE ROWS OF "STACKED" BR/CK BORDER, COLOR TO BE TERRACOTTA. HAVE BEEN INCORPORATED INTI
9 -CONSTRUCT 6 CURB AND GUTTER PER CITY STD. PLAN NO. 1003. A RESULT THEREOF.
FOR CURVED SECTION USE "FLEX/BLE STACKED BR/CK" #18-1-202. STAMPS AND COLORS
Q -CONSTRUCT 8" CURB ONLY PER CITY STD. PLAN NO. 1003 BY "STREET PR/NT" (888) 581-2299.
@-CONSTRUCT ROLLED CURB PER DETAIL ON SHEET 2. @-ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 109
CONSTRUCT 6" AC DIKE PER DETAIL ON SHEET 2.1�--ADJUST WATER VALVE TO GRADE PER CITY STD. PLAN NO. 130
CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015, ("W" PER PLAN). 18 CONSTRUCT LOCAL DEPRESS/ON PER APWA STD. 313-1
Q @-CONSTRUCT
O7 -CONSTRUCT ACCESS RAMP PER CITY STD. PLAN N0. 1006. BARRICADE PER CITY STD. PLAN NO. 118. �- CONSTRUCT ACCESS RAMP PER CAL TRANS STD. PLAN A88A CASE "F" DET. ON SHT.11 & DETAIL 'A" HEREON.
Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
0 o APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DIAL TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
BEFORE DAYS BEFORE
YOU DIG YOU DIG 3 R�'corZD D��wiN� 2 I k9LI Au 0310, REVISIONS TO THE PLANS TO BRING THEM INTO
TOLL FREE 1-800-227-2600 22 REV/SED MED/AN CURB & CURB RETURN.
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISED AS SHOWN 61/- I .1 low CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
O
REMOTE CURB
& GUTTER/ I
SIDEWALK
54.49TC
53.99FL
EC
54.47TC, 53.97FL
PRC
54.33TC, 53.83FL
/Y
vn vnm jwutvs w"IGH
THE DOCUMENTS AS'
BENCH MARK. # 8-17 .
CURVE
TABLE
BRASS CAP IN THE CONCRETE BASE OF
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
42'3553"
15.00
11.15
5.85
C2
43'04' 12"
15.00
11.28
5.92
C3
91017'20"
35.00
55.77
35.80
C4
180000'00"
4.00
12.57
INFINITE
C5
2015'59
2528.00
100.00
50.01
C6
43'03'56"
13.50
10.15
5.33
C7
42'36'09 "
16.50
12.27
6.43
C8
42'36'09 "
15.00
11.15
5.85
C9
43'03'56"
15.00
11.27
5.92
C10
180000'00"
4.00
12.57
INFINITE
C11
91.17'20 "
35.00
55.77
35.80
C12
4J@04'12"
15.00
11.28
5.92
C 13
42'3553"
15.00
11.15
5.85
C 14
3' 10'23"
2528.00
140.00
70.02
C15
32531 "
2504.00
149.70
74.87
C 16
3'25'31 "
2496.00
149.22
74.63
C17
4'2958"
2500.00
196.33
98.21
C18
2'44' 19"
2472.00
118.15
59.09
C 19
48009'30"
15.56
1308
6.95
C20
42050'00 "
15.00
11.21
1 5.88
C21
42'50'00 "
15.00
11.21
5.88
C22
42'50'00"
15.00
11.21
5.88
C23
43'03'56 "
15.00
11.27
5.92
C24
42'36'09 "
15.00
11.15
5.85
C25
42'50'00 "
15.00
11.21
5.88
C26
42'50'00 11
15.00
11.21
5.88
C27
42@50'00"
15.00
11.21
5.88
C28
42'5725"
15.00
11.25
5.90
C29
8905235"
35.00
54.90
34.92
C30
180000'00"
4.00
12.57
INFINITE
C31
42050'00"
15.00
11.21
5.88
C32
42050'00"
15.00
11.21
5.88
C33
42050'00"
15.00
11.21
5.88
C34
42'50'00 11
15.00
OEM REMN.M."
5.88
Emig
90007'25"
IEEE-,,
55.05
35.08
C36
42'4235"
15.00
11.18
5.86
C37
42'50'00 »
15.00
11.21
5.88
C38
180000'00"
4.00
12.57
INFINITE
C41
38'43'03"
15.26
10.31
5.36
C42
42050'00 "
15.00
11.21
5.88
C43
4402455"
30.00
23.26
12.25
C44
178049'50"
40.00
124.85
3919.59
C45
4402455"
30.00
23.26
12.25
C46
90'00'00"
31.50
49.48
31.50
. , „i&00
1i.21
. 88
1401;5,J-4"
.
. ,J;5"
2.89
. 16
1;3069L28 »9611961
8-.27
. 15-
. , »
I It LAZ
IL/
99
.
16049'15"
.
C54
90000'00"
25.00
39.27
25.00
mpg
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SCALE IN FEET
40 80 120 160
m ��
SIDEWALK &ACCESS RAMP �" ' U PA ���®U�� ®�I ��TO BE CONSTRUCTED W/TH SEE SHT. SC
CH RF AVENUE ----
WG. NO. 3861 RECORD
PRIVATE PARK. (PR/VA TE STREET) T. 5 OF 5
CONSTRUCTION NOTES: 10 INSTALL STREET LIGHT, KING LUM/NAIRE JK118E-EAR-11-100( MOG) -HPS- THESE RECORD DRAWIN(;� 11,M)
PART, ON THE BASIS 0F
Q_ CONSTRUCT 4" AC ON 12" COMPACTED NATIVE SOIL (957 COMPACTION) PER 120-K14-PR-HSS-T5S-SCE (HEIGHT=14.5) FURNISHED BY OTHERS. THE E�
SOILS REPORT RECOMMENDATION. CONSTRUCT STAMPED ASPHALT, FIELD -'ASHLAR SLATE" PATTERN; COLOR TO BE SLATE. RESPONSIBLE FOR ANY ERROR:
BANDS -SINGLE OR TRIPLE ROWS OF "STACKED" BR/CK BORDER, COLOR TO BE TERRACOTTA. HAVE BEEN INCORPORATED INTI
9 -CONSTRUCT 6 CURB AND GUTTER PER CITY STD. PLAN NO. 1003. A RESULT THEREOF.
FOR CURVED SECTION USE "FLEX/BLE STACKED BR/CK" #18-1-202. STAMPS AND COLORS
Q -CONSTRUCT 8" CURB ONLY PER CITY STD. PLAN NO. 1003 BY "STREET PR/NT" (888) 581-2299.
@-CONSTRUCT ROLLED CURB PER DETAIL ON SHEET 2. @-ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 109
CONSTRUCT 6" AC DIKE PER DETAIL ON SHEET 2.1�--ADJUST WATER VALVE TO GRADE PER CITY STD. PLAN NO. 130
CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015, ("W" PER PLAN). 18 CONSTRUCT LOCAL DEPRESS/ON PER APWA STD. 313-1
Q @-CONSTRUCT
O7 -CONSTRUCT ACCESS RAMP PER CITY STD. PLAN N0. 1006. BARRICADE PER CITY STD. PLAN NO. 118. �- CONSTRUCT ACCESS RAMP PER CAL TRANS STD. PLAN A88A CASE "F" DET. ON SHT.11 & DETAIL 'A" HEREON.
Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
0 o APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DIAL TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
BEFORE DAYS BEFORE
YOU DIG YOU DIG 3 R�'corZD D��wiN� 2 I k9LI Au 0310, REVISIONS TO THE PLANS TO BRING THEM INTO
TOLL FREE 1-800-227-2600 22 REV/SED MED/AN CURB & CURB RETURN.
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISED AS SHOWN 61/- I .1 low CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
O
REMOTE CURB
& GUTTER/ I
SIDEWALK
54.49TC
53.99FL
EC
54.47TC, 53.97FL
PRC
54.33TC, 53.83FL
/Y
vn vnm jwutvs w"IGH
THE DOCUMENTS AS'
BENCH MARK. # 8-17 .
CURVE
TABLE
BRASS CAP IN THE CONCRETE BASE OF
CURVE
DELTA
RADIUS
LENGTH
TANGENT
C1
42'3553"
15.00
11.15
5.85
C2
43'04' 12"
15.00
11.28
5.92
C3
91017'20"
35.00
55.77
35.80
C4
180000'00"
4.00
12.57
INFINITE
C5
2015'59
2528.00
100.00
50.01
C6
43'03'56"
13.50
10.15
5.33
C7
42'36'09 "
16.50
12.27
6.43
C8
42'36'09 "
15.00
11.15
5.85
C9
43'03'56"
15.00
11.27
5.92
C10
180000'00"
4.00
12.57
INFINITE
C11
91.17'20 "
35.00
55.77
35.80
C12
4J@04'12"
15.00
11.28
5.92
C 13
42'3553"
15.00
11.15
5.85
C 14
3' 10'23"
2528.00
140.00
70.02
C15
32531 "
2504.00
149.70
74.87
C 16
3'25'31 "
2496.00
149.22
74.63
C17
4'2958"
2500.00
196.33
98.21
C18
2'44' 19"
2472.00
118.15
59.09
C 19
48009'30"
15.56
1308
6.95
C20
42050'00 "
15.00
11.21
1 5.88
C21
42'50'00 "
15.00
11.21
5.88
C22
42'50'00"
15.00
11.21
5.88
C23
43'03'56 "
15.00
11.27
5.92
C24
42'36'09 "
15.00
11.15
5.85
C25
42'50'00 "
15.00
11.21
5.88
C26
42'50'00 11
15.00
11.21
5.88
C27
42@50'00"
15.00
11.21
5.88
C28
42'5725"
15.00
11.25
5.90
C29
8905235"
35.00
54.90
34.92
C30
180000'00"
4.00
12.57
INFINITE
C31
42050'00"
15.00
11.21
5.88
C32
42050'00"
15.00
11.21
5.88
C33
42050'00"
15.00
11.21
5.88
C34
42'50'00 11
15.00
11.21
5.88
C35
90007'25"
35.00
55.05
35.08
C36
42'4235"
15.00
11.18
5.86
C37
42'50'00 »
15.00
11.21
5.88
C38
180000'00"
4.00
12.57
INFINITE
C41
38'43'03"
15.26
10.31
5.36
C42
42050'00 "
15.00
11.21
5.88
C43
4402455"
30.00
23.26
12.25
C44
178049'50"
40.00
124.85
3919.59
C45
4402455"
30.00
23.26
12.25
C46
90'00'00"
31.50
49.48
31.50
. , „i&00
1i.21
. 88
1401;5,J-4"
.
. ,J;5"
2.89
. 16
1;3069L28 »9611961
8-.27
. 15-
. , »
I It LAZ
IL/
99
.
16049'15"
.
C54
90000'00"
25.00
39.27
25.00
SCALE IN FEET
40 80 120 160
m ��
SIDEWALK &ACCESS RAMP �" ' U PA ���®U�� ®�I ��TO BE CONSTRUCTED W/TH SEE SHT. SC
CH RF AVENUE ----
WG. NO. 3861 RECORD
PRIVATE PARK. (PR/VA TE STREET) T. 5 OF 5
CONSTRUCTION NOTES: 10 INSTALL STREET LIGHT, KING LUM/NAIRE JK118E-EAR-11-100( MOG) -HPS- THESE RECORD DRAWIN(;� 11,M)
PART, ON THE BASIS 0F
Q_ CONSTRUCT 4" AC ON 12" COMPACTED NATIVE SOIL (957 COMPACTION) PER 120-K14-PR-HSS-T5S-SCE (HEIGHT=14.5) FURNISHED BY OTHERS. THE E�
SOILS REPORT RECOMMENDATION. CONSTRUCT STAMPED ASPHALT, FIELD -'ASHLAR SLATE" PATTERN; COLOR TO BE SLATE. RESPONSIBLE FOR ANY ERROR:
BANDS -SINGLE OR TRIPLE ROWS OF "STACKED" BR/CK BORDER, COLOR TO BE TERRACOTTA. HAVE BEEN INCORPORATED INTI
9 -CONSTRUCT 6 CURB AND GUTTER PER CITY STD. PLAN NO. 1003. A RESULT THEREOF.
FOR CURVED SECTION USE "FLEX/BLE STACKED BR/CK" #18-1-202. STAMPS AND COLORS
Q -CONSTRUCT 8" CURB ONLY PER CITY STD. PLAN NO. 1003 BY "STREET PR/NT" (888) 581-2299.
@-CONSTRUCT ROLLED CURB PER DETAIL ON SHEET 2. @-ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 109
CONSTRUCT 6" AC DIKE PER DETAIL ON SHEET 2.1�--ADJUST WATER VALVE TO GRADE PER CITY STD. PLAN NO. 130
CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015, ("W" PER PLAN). 18 CONSTRUCT LOCAL DEPRESS/ON PER APWA STD. 313-1
Q @-CONSTRUCT
O7 -CONSTRUCT ACCESS RAMP PER CITY STD. PLAN N0. 1006. BARRICADE PER CITY STD. PLAN NO. 118. �- CONSTRUCT ACCESS RAMP PER CAL TRANS STD. PLAN A88A CASE "F" DET. ON SHT.11 & DETAIL 'A" HEREON.
Q O REV. REVISION DESCRIPTION DATE ENGR. CITY DATE
SHOULD CONS TRUC TION OF THE REQUIRED IMPROVEMENTS
NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF
0 o APPROVAL SHOWN HEREON AND CARRIED FORTH IN A
DIAL TWO WORKING DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE
BEFORE DAYS BEFORE
YOU DIG YOU DIG 3 R�'corZD D��wiN� 2 I k9LI Au 0310, REVISIONS TO THE PLANS TO BRING THEM INTO
TOLL FREE 1-800-227-2600 22 REV/SED MED/AN CURB & CURB RETURN.
A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT REVISED AS SHOWN 61/- I .1 low CONFORMANCE WITH CONDITIONS AND STANDARDS IN EFFECT.
O
REMOTE CURB
& GUTTER/ I
SIDEWALK
54.49TC
53.99FL
EC
54.47TC, 53.97FL
PRC
54.33TC, 53.83FL
/Y
vn vnm jwutvs w"IGH
THE DOCUMENTS AS'
BENCH MARK. # 8-17 .
BASIS OF BEARINGS:
CAL TRANS BENCHMARK -17. A
BRASS CAP IN THE CONCRETE BASE OF
THE BRG. N089 *59'31 "E
THE SOUTH LEG OF AN SCE TOWER
ALONG THE CL SUMMIT AVE
343' NORTH OF HIGHLAND, 0.2 M/ WEST
AS SHOWN ON TR. NO.
OF SAN SEVAINE RD., 2.65 M/ WEST
16427-1, M.B. 296/7-11.
OF SIERRA AVE.
ELEVA TION: if 1428.609
- ROLLED CURB -
AC
ly, MIN
Prepared Under The Supervision Of
QRS/ON PREPARED /N THE OFF/CE OF
MADOLE AND A SSOC/A TES, INC.
DRAWN BY
Y-
J No. 36637 c 760-A SOUTH ROCHESTER A VENUE dM
EX os -3o -os ONTARIO, CA 91761
P' * PHONE (909) 937-9151 DESIGNED BY.
FF
'9T CIV
FCFCAL�FO Date CHECKED BY
RCE 36637 EXP. 640-106
WENDELL L. IWA TSURU
DETAIL "'A"'
`SCALE.•
C-20'
CL
40'
20 20
1rN i_
SECTION "A -A "
NTS
ROLLED CURB
AC
CITY OF FON TA NA, CALIFORNIA
STREET IMPROVEMENT PLAN
PA RKHOUSE DR/VE SCALE:
(PRI VA TE STREET) AS SHOWN
FROM 1 '} EAST OF "C' ST DA TE:
*'E OF AST PA K WA Y DEC. 2004
IPPRO BYE 1 DRAWING NO. 7
3797 11
Cl 7V ENGIN 6881 D TE
J:\126-2023\streets\ST07-Rev2.dwa. 3/9/2006 4:55:51 PM. DJ