HomeMy WebLinkAbout3797-610 18
68' W
v
SCALE IN FEET
0 40 80 120 160
A2(`Jil 12+78.78 v vIN r-E�iVr-ATJV-j-i:,TjrF?_141cT
� o m
an �, v� W ►� m
CURVE
TABLE
LINE
BEAR/NG
CURVE
DEL TA
RAD/US
LENGTH
TANGENT
C 1
95015'04
35.00
58.19
38.36
C2
94'5629 "
35.00
"���'=�iiiiii��1���,��1���'���
38.16
C3
180"00'00"
7.00
21.99
INFINITE
C4
-
-
-
-
C5
180000'00"
7.00
21.99
INFINITE
C6
29 "2954 "
27.00
���ti��
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M MR.
sommomp.mmm�
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29"2954"
111
13.90
7.11
C8
36"52' 12 "
15.00
9.65
5.00
C9
3"*52'12"
15.00
9.65
5.00
C10
180"00'00"
6.00
18.85
INFINITE
r� ' ..��■
�NONCOM
"full N-5.1 I 'ZIS. 1011
�f��ia�Y
mommommomomm
27.00
17.54
9.09 1
C12
37" 13'20 "
27.00
17.54
9.09
(;7,5
36"52' 12 "
15.00
9.65
5.00
C 14
36"52' 12 "
15.00
9.65
5.00
C15
180000'00"
4.00
12.57
/NFIN/ TE
C16
42"50'00"
15.00
11.21
5.88
C 17
42050'00"
15.00
11.21
5.88
C18
91.21'17
30.00
47.83
30.72 �
C19
�■iii
4.00
12.57
INFINITE
C20
42'50'00 "
15.00
11.21
5.88
C21
42.50'00 "
15.00
11.21
5.88
C22
42'36'09 "
15.00
11.15
5.85
C23
43"03'56 "
15.00
11.27
5.92
C24
1801,00'00"
4.00
12.57
INFINITE
C25
90"54'12"
30.00
■N■■■
30.48
C26
■■■■■■i■i
15.00
11.28
5.92
C27
42"3553"
15.00
11.15
5.85
C28
4059'10"
2528.00
220.00
110.07 e
■■■■■■■■�■■■■■■■■■N■■�
1.56' 11 "
2472.00
8355
41.78
C30
4203553"
!�!�'IJlf��1}��!I}I»�11�■��■0�l■�a■s�.��
■i■i■■i
5.85
C31
43'04' 12 "
15.00
11.28
5.92
C32
97"5435"
35.00
59.81
40.20
C33
180000'00"
4.00
12.57
INFINITE
C34
43003'56"
15.00
11.27
5.92
C35
41047J7"
15.01
10.95
5.73
C36
1■Ri�10111
2500.00
NIMBI
AON�E:
C37
4033'09"
2504.00
198.96
99.53
08
4"33'09"
2496.00
198.32
99.21
09
180000'00"
6.00
18.85
INFINITE
C40
42'36'09 "
15.00
11.15
5.85
C41
43'03'56 "
15.00
11.27
5.92
C42
86022'41 "
35.00
52.77
32.85
C43
43'04' 12 "
15.00
11.28
5.92
C44
42'3553"
15.00
11.15
5.85
C45
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3" 10'23"
2528.00
140.00
70.02
C47
3048'03"
2504.00
166.11
8308
C48
3048'03"
2496.00
165.58
82.82
C49
180000'00"
4.00
12.57
INFINITE
C50
43"03'56"
15.00
11.27
5.92
C51
42 "36'09 "
15.00
11.15
5.85
C52
88 "35' 14 "
35.00
54.11
34.15
C53
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2472.00
140.00
70.02
C54
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68' W
v
SCALE IN FEET
0 40 80 120 160
A2(`Jil 12+78.78 v vIN r-E�iVr-ATJV-j-i:,TjrF?_141cT
� o m
an �, v� W ►� m
CURVE
TABLE
LINE
BEAR/NG
CURVE
DEL TA
RAD/US
LENGTH
TANGENT
C 1
95015'04
35.00
58.19
38.36
C2
94'5629 "
35.00
58.00
38.16
C3
180"00'00"
7.00
21.99
INFINITE
C4
-
-
-
-
C5
180000'00"
7.00
21.99
INFINITE
C6
29 "2954 "
27.00
13.90
7.11
C7
29"2954"
27.00
13.90
7.11
C8
36"52' 12 "
15.00
9.65
5.00
C9
3"*52'12"
15.00
9.65
5.00
C10
180"00'00"
6.00
18.85
INFINITE
C11
37" 13'20 "
27.00
17.54
9.09 1
C12
37" 13'20 "
27.00
17.54
9.09
(;7,5
36"52' 12 "
15.00
9.65
5.00
C 14
36"52' 12 "
15.00
9.65
5.00
C15
180000'00"
4.00
12.57
/NFIN/ TE
C16
42"50'00"
15.00
11.21
5.88
C 17
42050'00"
15.00
11.21
5.88
C18
91.21'17
30.00
47.83
30.72 �
C19
180000'00"
4.00
12.57
INFINITE
C20
42'50'00 "
15.00
11.21
5.88
C21
42.50'00 "
15.00
11.21
5.88
C22
42'36'09 "
15.00
11.15
5.85
C23
43"03'56 "
15.00
11.27
5.92
C24
1801,00'00"
4.00
12.57
INFINITE
C25
90"54'12"
30.00
47.60
30.48
C26
43'04' 12 "
15.00
11.28
5.92
C27
42"3553"
15.00
11.15
5.85
C28
4059'10"
2528.00
220.00
110.07 e
C29
1.56' 11 "
2472.00
8355
41.78
C30
4203553"
15.00
11.15
5.85
C31
43'04' 12 "
15.00
11.28
5.92
C32
97"5435"
35.00
59.81
40.20
C33
180000'00"
4.00
12.57
INFINITE
C34
43003'56"
15.00
11.27
5.92
C35
41047J7"
15.01
10.95
5.73
C36
12'30'25"
2500.00
545.72
273.95
C37
4033'09"
2504.00
198.96
99.53
08
4"33'09"
2496.00
198.32
99.21
09
180000'00"
6.00
18.85
INFINITE
C40
42'36'09 "
15.00
11.15
5.85
C41
43'03'56 "
15.00
11.27
5.92
C42
86022'41 "
35.00
52.77
32.85
C43
43'04' 12 "
15.00
11.28
5.92
C44
42'3553"
15.00
11.15
5.85
C45
180000'00"
4.00
12.57
INFINITE
C46
3" 10'23"
2528.00
140.00
70.02
C47
3048'03"
2504.00
166.11
8308
C48
3048'03"
2496.00
165.58
82.82
C49
180000'00"
4.00
12.57
INFINITE
C50
43"03'56"
15.00
11.27
5.92
C51
42 "36'09 "
15.00
11.15
5.85
C52
88 "35' 14 "
35.00
54.11
34.15
C53
J'14'42"
2472.00
140.00
70.02
C54
42'3553"
15.00
11.15
5.85
10 18
68' W
v
SCALE IN FEET
0 40 80 120 160
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►� o N N N ASE-,oqR -?/' . : /;y, r!� S Esg c� ' ' C 3663T
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DRA WING NO. 3704 r_E�JV7_A
/ I /� �� FUTURE12\ -� °� rn o o _ � _10/
SHEET NO. 3 rJ J r - r' 7 �"- - r� - - SEE S/•/T. 5 1 �-�J_� �,� � c� a �► v � h s O �v
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CONSTRUCTION NOTES: ' �?
LINE TABLE
TABLE
LINE
BEAR/NG
LENGTH
Ll
N624524 "W
23.91
L2
N64 "2852 "W
23.91
L3
N65 "33'30 "W
23.64
5' 5' 10 6' 5'
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m -U - - ` 13+98.61, CL CB E4-4
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�= y� oo a- , ao v N o "� Z v ,� ,�' H=4'; ' H =0. 16'
op 2 cp ,1. co op p O op N p Z , N C� j , ^7 o� 1
op cV r•� N II O O N N cp ss ss
-+` + + , co r� �. � d. �, � �o ►� o � + �� • o � N � A/Q PARKHDUSE DRIVE CATCH BASIN "E4-4"
o Z, KS�DE {y LOCAL DEPRESS/ON DETAIL CASE A
-� o o ►� ro v W SEE SCALE. 1 " = 10'
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Al N
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o C. i
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- I �, ; _ - _ , . -250 15 7
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co o rn; o c o W m I 1 ►� ,, -ci 6 m ,�
6\ o00 0 ►; ao v `�`� oo o� :; Z O v 7 1 v C. N 15 41
G 00 o°0p o \ (1) + `O m :F C6 �: co °° ( '� �, °a N N- o ► ,y p v v C V W
0 p o p 10 N
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KNOX A VENUE 18 REMOVE CURB & GUTTER �' \ `u / / / rn F. F /,' v \ V p
►� o N N N ASE-,oqR -?/' . : /;y, r!� S Esg c� ' ' C 3663T
SEE SH T. 3 � �8 � � � � WEST PARK WAY � � o �, � �' f � � �
DRA WING NO. 3704 r_E�JV7_A
/ I /� �� FUTURE12\ -� °� rn o o _ � _10/
SHEET NO. 3 rJ J r - r' 7 �"- - r� - - SEE S/•/T. 5 1 �-�J_� �,� � c� a �► v � h s O �v
ENTRANCE ROAD o �/��j,--- ;. , , o `� • y
CONSTRUCTION NOTES: ' �?
PA Rf«I®UAL ®Kl VL: '�� R74
O1 -CONSTRUCT 4" AC ON 12" COMPACTED NATIVE SOIL (957 COMPACTION) c� 10 `�:;'•� �= ,�� f �� o "� c� fit.
PER SOILS REPORT RECOMMENDATION. (PRIVA TE STREETI � ; _ .. X �► \
(2) -CONSTRUCT 6" CURB AND GUTTER PER CITY STD. PLAN NO. 1003.1�--CONSTRUCT 3' WIDE CONCRETE V -DITCH PER DETAIL ON SHEET 2. t QP -REMOVE X `d�'ECORD DRAWING
9 -CONSTRUCT 8 CURB ONLY PER CITY STD. PLAN NO. 1003 AC D/KE. `''� X
O5E_CONSTTUCT 6" AC DIKE PER DETAIL ON SHEET 2. 1�-ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 109 10 � ESE RECORD DRAW11vr7c-NAVr- BEEN PREPARED, IN
BENCH MARK: # 8-17 BASIS OF BEAR/NGS: • FURNISHED BY OTHERS. PART, ON THE BASIS OF+THE f NGIN ER WILL NOT BED
(D -CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015, ("W" PER PLAN). 16 ADJUST WATER VALVE TO GRADE PER CITY STD. PLAN N0. 130
�7CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 1006. 1@ -REMOVE EXIST BARRICADE BRM /N CTHE CONCRETE BASE OF THE BRG. N089'59'31"E � RESPONSOLE FOR ANY ERRORS OR OMISSIONS WHICH
18 CONSTRUCT LOCAL DEPRESS/ON PER APWA STD.31.3-1 THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE � �� �N W�P�T� INTO THE DOCUMENTSAS Q
10 INSTALL STREET LIGHT, KING L UM/NA/RE # K 118E-EAR-11-100(MOG) -HPS-120- � 343' NORTH OF Hl6HLAND, 0.2 M/ WEST AS SHOWN ON TR. N0. A 'T THEREOF �
K14 -PR -HSS -TSS -SCE (HEIGHT=14.5)CONSTRUCT SIDEWALK DRAIN (SIZE 3) 1 OF SAN SEVAINE RD., 2.65 M/ WEST 16427-1, M.B. 296/7-11. As
0 PER CITY STD. PLAN 124 A OF SIERRA A VE. •
CURVE
TABLE
N0. 118.
CURVE
DEL TA
RADIUS
LENGTH
TANGENT
C55
43"04'12"
15.00
11.28
5.92
C56
43"04'12"
15.00
11.28
5.92
C57
88"35' 14 "
35.00
54.11
34.15
C58
180000,00"
4.00
12.57
INFINITE
C59
42"3553"
15.00
11.15
5.85
C60
2" 19'04"
• 2472.00
100.00
50.01
C61
42"36'09"
15.00
11.15
5.85
C62
43"03'56"
15.00 1
11.27
5.92
PA Rf«I®UAL ®Kl VL: '�� R74
O1 -CONSTRUCT 4" AC ON 12" COMPACTED NATIVE SOIL (957 COMPACTION) c� 10 `�:;'•� �= ,�� f �� o "� c� fit.
PER SOILS REPORT RECOMMENDATION. (PRIVA TE STREETI � ; _ .. X �► \
(2) -CONSTRUCT 6" CURB AND GUTTER PER CITY STD. PLAN NO. 1003.1�--CONSTRUCT 3' WIDE CONCRETE V -DITCH PER DETAIL ON SHEET 2. t QP -REMOVE X `d�'ECORD DRAWING
9 -CONSTRUCT 8 CURB ONLY PER CITY STD. PLAN NO. 1003 AC D/KE. `''� X
O5E_CONSTTUCT 6" AC DIKE PER DETAIL ON SHEET 2. 1�-ADJUST MANHOLE TO GRADE PER CITY STD. PLAN NO. 109 10 � ESE RECORD DRAW11vr7c-NAVr- BEEN PREPARED, IN
BENCH MARK: # 8-17 BASIS OF BEAR/NGS: • FURNISHED BY OTHERS. PART, ON THE BASIS OF+THE f NGIN ER WILL NOT BED
(D -CONSTRUCT 4" THICK P.C.C. SIDEWALK PER CITY STD. PLAN NO. 1015, ("W" PER PLAN). 16 ADJUST WATER VALVE TO GRADE PER CITY STD. PLAN N0. 130
�7CONSTRUCT ACCESS RAMP PER CITY STD. PLAN NO. 1006. 1@ -REMOVE EXIST BARRICADE BRM /N CTHE CONCRETE BASE OF THE BRG. N089'59'31"E � RESPONSOLE FOR ANY ERRORS OR OMISSIONS WHICH
18 CONSTRUCT LOCAL DEPRESS/ON PER APWA STD.31.3-1 THE SOUTH LEG OF AN SCE TOWER ALONG THE CL SUMMIT AVE � �� �N W�P�T� INTO THE DOCUMENTSAS Q
10 INSTALL STREET LIGHT, KING L UM/NA/RE # K 118E-EAR-11-100(MOG) -HPS-120- � 343' NORTH OF Hl6HLAND, 0.2 M/ WEST AS SHOWN ON TR. N0. A 'T THEREOF �
K14 -PR -HSS -TSS -SCE (HEIGHT=14.5)CONSTRUCT SIDEWALK DRAIN (SIZE 3) 1 OF SAN SEVAINE RD., 2.65 M/ WEST 16427-1, M.B. 296/7-11. As
0 PER CITY STD. PLAN 124 A OF SIERRA A VE. •
J:\126-2023\streets\ST06-Rev.dwo. 3/9/2006 4:54:58 PM. DJ
19
CONSTRUCT BARB/CADS PER CITY STD. PLAN
N0. 118.
ELEVA 77 if 1428.609
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