e n g i n e e r i n g - driggsidaho.org · design date no. revisions this ... 䤀洀瀀 ⌀...
TRANSCRIPT
SHEET
CH
EC
KE
DD
RA
WN
DE
SIG
ND
AT
EN
O.
RE
VIS
IO
NS
E N
G
I N
E
E
R
I N
G
PH
ON
E (801) 299-1327 F
AX
(801) 299-0153
533 W
2600 S
, S
UIT
E 275, B
OU
NT
IF
UL, U
T 84010
TH
IS
D
RA
WIN
G IS
P
RO
PE
RT
Y O
F A
QU
A E
NG
IN
EE
RIN
G IN
C. A
ND
IS
T
RA
NS
MIT
TE
D IN
C
ON
FID
EN
CE
N
EIT
HE
R R
EC
EIP
T N
OR
P
OS
SE
SS
IO
N C
ON
FE
RS
O
R T
RA
NS
FE
RS
A
NY
R
IG
HT
S T
O R
EP
RO
DU
CE
, U
SE
,
OR
D
IS
CL
OS
E, IN
W
HO
LE
O
R IN
P
AR
T, D
AT
A C
ON
TA
IN
ED
H
ER
EIN
F
OR
A
NY
P
UR
PO
SE
W
IT
HO
UT
T
HE
W
RIT
TE
N P
ER
MIS
SIO
N O
F A
QU
A E
NG
IN
EE
RIN
G IN
C. ©
C
OP
YR
IG
HT
ED
2
01
6 B
OU
NT
IF
UL
, U
TA
H
CIT
Y O
F D
RIG
GS
HO
WA
RD
A
VE
NU
E S
ID
EW
AL
K IM
PR
OV
EM
EN
TS
P
RO
JE
CT
KE
Y N
O. 20
15
7 P
RO
JE
CT
N
O. A
020
(15
7)
SID
EW
ALK
LA
YO
UT
C-1
AutoCAD SHX Text
Chain Link Fence
AutoCAD SHX Text
Landscape Feature
AutoCAD SHX Text
T
AutoCAD SHX Text
E
AutoCAD SHX Text
E
AutoCAD SHX Text
W
AutoCAD SHX Text
I
AutoCAD SHX Text
4" Dia. PVC W/ Water Meter & ICV Along Side
AutoCAD SHX Text
Dilapidated Concrete Pad
AutoCAD SHX Text
Electric Meter
AutoCAD SHX Text
Electric Meter
AutoCAD SHX Text
W
AutoCAD SHX Text
Jersey Wall
AutoCAD SHX Text
Landscape Feature
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
Asphalt Bike Path
AutoCAD SHX Text
Howard Avenue 82.5' R.O.W Inst. No. 120207
AutoCAD SHX Text
SCHOOL DIST #401 Lot 8 Block 7
AutoCAD SHX Text
SCHOOL DIST #401 N. 2nd Street Vacated
AutoCAD SHX Text
Block 8 Vacated
AutoCAD SHX Text
N 89°34'04" E 511.50' Meas.
AutoCAD SHX Text
Concrete Ribbon
AutoCAD SHX Text
Crown of Road
AutoCAD SHX Text
Crown of Road
AutoCAD SHX Text
6136
AutoCAD SHX Text
6135
AutoCAD SHX Text
6134
AutoCAD SHX Text
6133
AutoCAD SHX Text
6132
AutoCAD SHX Text
6131
AutoCAD SHX Text
PROTECT SIGN THROUGHOUT CONSTRUCTION
AutoCAD SHX Text
RADIUS 20'
AutoCAD SHX Text
RADIUS 20'
AutoCAD SHX Text
PROTECT EXISTING LANDSCAPING THROUGHOUT CONSTRUCTION
AutoCAD SHX Text
PROTECT EXISTING UTILITY POLE
AutoCAD SHX Text
PROTECT SIGN THROUGHOUT CONSTRUCTION
AutoCAD SHX Text
4" PCC ON 6" UBC
AutoCAD SHX Text
5" PCC ON 6" UBC & 12" PIT RUN
AutoCAD SHX Text
5" PCC ON 6" UBC &12" PIT RUN12" PIT RUN
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
2'-0"
AutoCAD SHX Text
RESTORE AND/OR REROUTE ALL IRRIGATION/SPRINKLER SYSTEMS AFFECTED BY CONSTRUCTION
AutoCAD SHX Text
RADIUS 26'
AutoCAD SHX Text
872 SF- ASPHALT PAVEMENT PER DRIGGS STANDARD COD-R-09
AutoCAD SHX Text
1,184 SF- ASPHALT PAVEMENT PER DRIGGS STANDARD COD-R-09
AutoCAD SHX Text
BUS ENTRANCE
AutoCAD SHX Text
BUS EXIT
AutoCAD SHX Text
SURVEY MARKER #1
AutoCAD SHX Text
PROVIDE FILTER SOCKS WITH GRAVEL IN FLOWLINE DURING CONSTRUCTION
AutoCAD SHX Text
ROW
AutoCAD SHX Text
SCALE: 1"=20'-0"
AutoCAD SHX Text
SIDEWALK PLAN
AutoCAD SHX Text
Scale in Feet
AutoCAD SHX Text
0
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
RESTORE LANDSCAPE AFFECTED BY CONSTRUCTION
AutoCAD SHX Text
REMOVE SOD, GRAVEL, AND/OR LANDSCAPING FOR SIDEWALK CONSTRUCTION REPLACE TO PREEXISTING CONDITIONS AFTER CONSTRUCTION (TYP)
AutoCAD SHX Text
WATER LINE (BY OTHERS) COORDINATE SCHEDULE WITH CASCADE PIPELINE CORPORATION (208) 895-0286
AutoCAD SHX Text
SAW CUT EXISTING ASPHALT TO PROVIDE CLEAN STRAIGHT EDGE
AutoCAD SHX Text
SAW CUT EXISTING ASPHALT TO PROVIDE CLEAN STRAIGHT EDGE
AutoCAD SHX Text
RADIUS 30'
AutoCAD SHX Text
RADIUS 30'
AutoCAD SHX Text
A
AutoCAD SHX Text
CD-2
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
HORIZ SCALE: 1"=20'-0";
AutoCAD SHX Text
SIDEWALK PROFILE
AutoCAD SHX Text
VERT SCALE: 1"=10'-0"
AutoCAD SHX Text
0
AutoCAD SHX Text
1/2
AutoCAD SHX Text
1
AutoCAD SHX Text
DRAWING IS TO SCALE
AutoCAD SHX Text
1" = FULL SCALE
AutoCAD SHX Text
IF BAR MEASURES:
AutoCAD SHX Text
1/2" = HALF SCALE
AutoCAD SHX Text
MMM
AutoCAD SHX Text
DCH
AutoCAD SHX Text
RJR
AutoCAD SHX Text
B
AutoCAD SHX Text
01/08/18
AutoCAD SHX Text
DCH
AutoCAD SHX Text
01/09/2018
AutoCAD SHX Text
W:\Driggs\Streets\Howard Ave Sidewalk Imp #001145.c\Drafting\Civil\C-1.dwg
AutoCAD SHX Text
MATCHLINE SEE SHEET C-2
AutoCAD SHX Text
SCALE: 1"=20'-0"
AutoCAD SHX Text
SIDEWALK LAYOUT
AutoCAD SHX Text
Scale in Feet
AutoCAD SHX Text
0
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
NOTES: 1- RESTORE ALL LANDSCAPING TO PRE-CONSTRUCTION CONDITION. 2- RESTORE AND/OR REROUTE ALL IRRIGATION/SPRINKLER SYSTEMS AFFECTED BY CONSTRUCTION. 3- INSTALL CONTROL JOINT A MINIMUM OF 2" DEEP AT 10' INTERVALS. 4- INSTALL EXPANSION JOINTS AT 60' INTERVALS. 5- ALL SIDEWALK TO BE 4" PCC ON 6" UBC, DRIVEWAY CROSSINGS SHALL BE 5" PCC ON 6" UBC. 6-PIPELINE CONSTRUCTION SHALL BE DONE BEFORE SIDEWALK AND PIPELINE CONSTRUCTION SHALL BE DONE BEFORE SIDEWALK AND ASPHALT CONSTRUCTION BEGINS. CONTRACTOR SHALL COORDINATE WITH CASCADE PIPELINE CORPORATION FOR CONSTRUCTION SCHEDULE
AutoCAD SHX Text
LEGEND 5" PCC ON 6" UBC
SHEET
CH
EC
KE
DD
RA
WN
DE
SIG
ND
AT
EN
O.
RE
VIS
IO
NS
E N
G
I N
E
E
R
I N
G
PH
ON
E (801) 299-1327 F
AX
(801) 299-0153
533 W
2600 S
, S
UIT
E 275, B
OU
NT
IF
UL, U
T 84010
TH
IS
D
RA
WIN
G IS
P
RO
PE
RT
Y O
F A
QU
A E
NG
IN
EE
RIN
G IN
C. A
ND
IS
T
RA
NS
MIT
TE
D IN
C
ON
FID
EN
CE
N
EIT
HE
R R
EC
EIP
T N
OR
P
OS
SE
SS
IO
N C
ON
FE
RS
O
R T
RA
NS
FE
RS
A
NY
R
IG
HT
S T
O R
EP
RO
DU
CE
, U
SE
,
OR
D
IS
CL
OS
E, IN
W
HO
LE
O
R IN
P
AR
T, D
AT
A C
ON
TA
IN
ED
H
ER
EIN
F
OR
A
NY
P
UR
PO
SE
W
IT
HO
UT
T
HE
W
RIT
TE
N P
ER
MIS
SIO
N O
F A
QU
A E
NG
IN
EE
RIN
G IN
C. ©
C
OP
YR
IG
HT
ED
2
01
6 B
OU
NT
IF
UL
, U
TA
H
CIT
Y O
F D
RIG
GS
HO
WA
RD
A
VE
NU
E S
ID
EW
AL
K IM
PR
OV
EM
EN
TS
P
RO
JE
CT
K
EY
N
O. 2
01
57
P
RO
JE
CT
N
O. A
020
(15
7)
SID
EW
ALK
LA
YO
UT
C-2
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
Raised Landscape Feature
AutoCAD SHX Text
Raised Landscape Feature
AutoCAD SHX Text
Raised Landscape Feature
AutoCAD SHX Text
Chain Line Fence
AutoCAD SHX Text
Non-Typical Fire Hyrant
AutoCAD SHX Text
Howard Avenue 82.5' R.O.W Inst. No. 120207
AutoCAD SHX Text
N. 3rd. East St.
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
DIERKSEN, BLAIN A W Lot 712 Lot 7
AutoCAD SHX Text
DAVISON, SCOTT E Lot 712 Lot 7
AutoCAD SHX Text
TISDEL, CURTIS N Lot 8 Inst. No. 155778
AutoCAD SHX Text
RANZINGER, DOUG Parcel 2 Inst. No. 158629
AutoCAD SHX Text
Crown of Road
AutoCAD SHX Text
6143
AutoCAD SHX Text
6142
AutoCAD SHX Text
6141
AutoCAD SHX Text
6140
AutoCAD SHX Text
6139
AutoCAD SHX Text
6138
AutoCAD SHX Text
6137
AutoCAD SHX Text
RELOCATE 2 FT FROM SIDEWALK EDGE, PROTECT AND PROVIDE ACCESS TO MAILBOX THROUGHOUT CONSTRUCTION
AutoCAD SHX Text
4" PCC ON 6" UBC
AutoCAD SHX Text
PROTECT SIGN THROUGHOUT CONSTRUCTION
AutoCAD SHX Text
PROTECT EXISTING LANDSCAPING THROUGHOUT CONSTRUCTION
AutoCAD SHX Text
PROTECT EXISTING LANDSCAPING THROUGHOUT CONSTRUCTION
AutoCAD SHX Text
PROVIDE ACCESS TO AND PROTECT MAILBOX THROUGHOUT CONSTRUCTION
AutoCAD SHX Text
DIRECTIONAL PEDESTRIAN RAMP SEE DETAIL (TYP)
AutoCAD SHX Text
PROTECT EXISTING SIGN THROUGHOUT CONSTRUCTION
AutoCAD SHX Text
DIRECTIONAL PEDESTRIAN RAMP
AutoCAD SHX Text
PROTECT EXISTING UTILITY POLE THROUGHOUT CONSTRUCTION
AutoCAD SHX Text
5" PCC ON 6" UBC
AutoCAD SHX Text
5" PCC ON 6" UBC
AutoCAD SHX Text
RESTORE AND/OR REROUTE ALL IRRIGATION/SPRINKLER SYSTEMS AFFECTED BY CONSTRUCTION
AutoCAD SHX Text
5" PCC ON 6" UBC
AutoCAD SHX Text
TO BE PRUNED/TRIMMED (BY CITY)
AutoCAD SHX Text
PROVIDE FILTER SOCKS WITH GRAVEL IN FLOWLINE DURING CONSTRUCTION
AutoCAD SHX Text
1
AutoCAD SHX Text
CD-1
AutoCAD SHX Text
CROSSWALK LADDER TYPE SEE DETAIL (TYP)
AutoCAD SHX Text
4
AutoCAD SHX Text
CD-2
AutoCAD SHX Text
TYPICAL ASPHALT PAVEMENT SEE DETAIL (TYP)
AutoCAD SHX Text
2
AutoCAD SHX Text
CD-1
AutoCAD SHX Text
ROW
AutoCAD SHX Text
SCALE: 1"=20'-0"
AutoCAD SHX Text
SIDEWALK PLAN
AutoCAD SHX Text
Scale in Feet
AutoCAD SHX Text
0
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
SAWCUT AND REPLACE ASPHALT (26 SF)
AutoCAD SHX Text
SAWCUT AND REPLACE ASPHALT (29 SF)
AutoCAD SHX Text
SAWCUT AND REPLACE ASPHALT (30 SF)
AutoCAD SHX Text
REMOVE SOD, GRAVEL AND/OR LANDSCAPING FOR SIDEWALK CONSTRUCTION REPLACE TO PREEXISTING CONDITIONS AFTER CONSTRUCTION (TYP)
AutoCAD SHX Text
COMPACT 6" OF UBC (TYP)
AutoCAD SHX Text
CUT AND REPLACE EXISTING TIMBER/CONCRETE EDGE
AutoCAD SHX Text
RELOCATE TREE INSIDE EDGE OF PROPERTY LINE, CONFIRM LOCATION WITH CITY AND OWNER
AutoCAD SHX Text
WATER LINE (BY OTHERS) COORDINATE SCHEDULE WITH CASCADE PIPELINE CORP. (208) 895-0286
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
N. 3RD EAST ST.
AutoCAD SHX Text
HORIZ SCALE: 1"=20'-0";
AutoCAD SHX Text
SIDEWALK PROFILE
AutoCAD SHX Text
VERT SCALE: 1"=10'-0"
AutoCAD SHX Text
0
AutoCAD SHX Text
1/2
AutoCAD SHX Text
1
AutoCAD SHX Text
DRAWING IS TO SCALE
AutoCAD SHX Text
1" = FULL SCALE
AutoCAD SHX Text
IF BAR MEASURES:
AutoCAD SHX Text
1/2" = HALF SCALE
AutoCAD SHX Text
MMM
AutoCAD SHX Text
DCH
AutoCAD SHX Text
RJR
AutoCAD SHX Text
B
AutoCAD SHX Text
01/08/18
AutoCAD SHX Text
DCH
AutoCAD SHX Text
01/09/2018
AutoCAD SHX Text
W:\Driggs\Streets\Howard Ave Sidewalk Imp #001145.c\Drafting\Civil\C-1.dwg
AutoCAD SHX Text
MATCHLINE SEE SHEET C-1
AutoCAD SHX Text
MATCHLINE SEE SHEET C-3
AutoCAD SHX Text
SCALE: 1"=20'-0"
AutoCAD SHX Text
SIDEWALK LAYOUT
AutoCAD SHX Text
Scale in Feet
AutoCAD SHX Text
0
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
NOTES: 1- RESTORE ALL LANDSCAPING TO PRE-CONSTRUCTION CONDITION. 2- RESTORE AND/OR REROUTE ALL IRRIGATION/SPRINKLER SYSTEMS AFFECTED BY CONSTRUCTION. 3- INSTALL CONTROL JOINT A MINIMUM OF 2" DEEP AT 10' INTERVALS. 4- INSTALL EXPANSION JOINTS AT 60' INTERVALS. 5- ALL SIDEWALK TO BE 4" PCC ON 6" UBC, DRIVEWAY CROSSINGS SHALL BE 5" PCC ON 6" UBC. 6-PIPELINE CONSTRUCTION SHALL BE DONE BEFORE SIDEWALK ADN PIPELINE CONSTRUCTION SHALL BE DONE BEFORE SIDEWALK ADN ASPHALT CONSTRUCTION BEGINS. CONTRACTOR SHALL COORDINATE WITH CASCADE PIPELINE CORPORATION FOR CONSTRUCTION SCHEDULE
AutoCAD SHX Text
LEGEND 5" PCC ON 6" UBC
SHEET
CH
EC
KE
DD
RA
WN
DE
SIG
ND
AT
EN
O.
RE
VIS
IO
NS
E N
G
I N
E
E
R
I N
G
PH
ON
E (801) 299-1327 F
AX
(801) 299-0153
533 W
2600 S
, S
UIT
E 275, B
OU
NT
IF
UL, U
T 84010
TH
IS
D
RA
WIN
G IS
P
RO
PE
RT
Y O
F A
QU
A E
NG
IN
EE
RIN
G IN
C. A
ND
IS
T
RA
NS
MIT
TE
D IN
C
ON
FID
EN
CE
N
EIT
HE
R R
EC
EIP
T N
OR
P
OS
SE
SS
IO
N C
ON
FE
RS
O
R T
RA
NS
FE
RS
A
NY
R
IG
HT
S T
O R
EP
RO
DU
CE
, U
SE
,
OR
D
IS
CL
OS
E, IN
W
HO
LE
O
R IN
P
AR
T, D
AT
A C
ON
TA
IN
ED
H
ER
EIN
F
OR
A
NY
P
UR
PO
SE
W
IT
HO
UT
T
HE
W
RIT
TE
N P
ER
MIS
SIO
N O
F A
QU
A E
NG
IN
EE
RIN
G IN
C. ©
C
OP
YR
IG
HT
ED
2
01
6 B
OU
NT
IF
UL
, U
TA
H
CIT
Y O
F D
RIG
GS
HO
WA
RD
A
VE
NU
E S
ID
EW
AL
K IM
PR
OV
EM
EN
TS
P
RO
JE
CT
KE
Y N
O. 20
15
7 P
RO
JE
CT
N
O. A
020
(15
7)
SID
EW
ALK
LA
YO
UT
C-3
AutoCAD SHX Text
T
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
W
AutoCAD SHX Text
I
AutoCAD SHX Text
Deciduous and Conifer Trees
AutoCAD SHX Text
Carsonite Post "Underground Power
AutoCAD SHX Text
Communication Pedestal
AutoCAD SHX Text
Guy Wire
AutoCAD SHX Text
W
AutoCAD SHX Text
I
AutoCAD SHX Text
W
AutoCAD SHX Text
Bushes
AutoCAD SHX Text
Raised Landscape Feature
AutoCAD SHX Text
Deciduous and Conifer Trees
AutoCAD SHX Text
W
AutoCAD SHX Text
Landscape Feature
AutoCAD SHX Text
N. 4th. East St.
AutoCAD SHX Text
N. 5th. East St.
AutoCAD SHX Text
Block 10
AutoCAD SHX Text
Howard Avenue 82.5' R.O.W Inst. No. 120207
AutoCAD SHX Text
SCHACHMAN, KATHLEEN A Lot 5C Inst. No. 243632
AutoCAD SHX Text
HIBBERD, DEBRA Lot 6S
AutoCAD SHX Text
R-D ENTERPRISES LLC Lot 7 Inst. No. 144416
AutoCAD SHX Text
R-D ENTERPRISES LLC S Lot 8 12 Lot 8
AutoCAD SHX Text
Base Elev.= 6149.30'
AutoCAD SHX Text
6150
AutoCAD SHX Text
6149
AutoCAD SHX Text
6148
AutoCAD SHX Text
6147
AutoCAD SHX Text
6146
AutoCAD SHX Text
6145
AutoCAD SHX Text
6144
AutoCAD SHX Text
W
AutoCAD SHX Text
DIRECTIONAL PEDESTRIAN RAMP SEE DETAIL (TYP)
AutoCAD SHX Text
4" PCC ON 6" UBC
AutoCAD SHX Text
RELOCATE 2 FT FROM SIDEWALK EDGE, PROTECT AND PROVIDE ACCESS TO MAILBOX THROUGHOUT CONSTRUCTION
AutoCAD SHX Text
PROVIDE ACCESS TO AND PROTECT EXISTING MAILBOX THROUGHOUT CONSTRUCTION
AutoCAD SHX Text
DIRECTIONAL PEDESTRIAN RAMP
AutoCAD SHX Text
5" PCC ON 6" UBC
AutoCAD SHX Text
5" PCC ON 6" UBC
AutoCAD SHX Text
RESTORE AND/OR REROUTE ALL IRRIGATION/SPRINKLER SYSTEMS AFFECTED BY CONSTRUCTION
AutoCAD SHX Text
PROVIDE FILTER SOCKS WITH GRAVEL IN FLOWLINE DURING CONSTRUCTION
AutoCAD SHX Text
TYPICAL ASPHALT PAVEMENT SEE DETAIL (TYP)
AutoCAD SHX Text
CROSSWALK LADDER TYPE SEE DETAIL (TYP)
AutoCAD SHX Text
4
AutoCAD SHX Text
CD-2
AutoCAD SHX Text
1
AutoCAD SHX Text
CD-1
AutoCAD SHX Text
2
AutoCAD SHX Text
CD-1
AutoCAD SHX Text
REMOVE AND REPLACE EXISTING WEST SIDE "CATCH TYPE" VALLEY GUTTER SEE DETAIL
AutoCAD SHX Text
3
AutoCAD SHX Text
CD-2
AutoCAD SHX Text
PROTECT VALVE BOX THROUGHOUT CONSTRUCTION AND REPLACE CONCRETE GRADE COLLAR
AutoCAD SHX Text
ROW
AutoCAD SHX Text
SCALE: 1"=20'-0"
AutoCAD SHX Text
SIDEWALK PLAN
AutoCAD SHX Text
Scale in Feet
AutoCAD SHX Text
0
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
SAWCUT AND REPLACE ASPHALT (22 SF)
AutoCAD SHX Text
COMPACT 6" UBC (TYP)
AutoCAD SHX Text
REMOVE SOD, GRAVEL, AND/OR LANDSCAPING FOR SIDEWALK CONSTRUCTION REPLACE TO PREEXISTING CONDITIONS AFTER CONSTRUCTION (TYP)
AutoCAD SHX Text
SAW CUT EXISTING CONCRETE VALLEY GUTTER
AutoCAD SHX Text
N. 4TH EAST ST.
AutoCAD SHX Text
EXISTING GRADE
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
N. 5TH EAST ST.
AutoCAD SHX Text
HORIZ SCALE: 1"=20'-0";
AutoCAD SHX Text
SIDEWALK PROFILE
AutoCAD SHX Text
VERT SCALE: 1"=10'-0"
AutoCAD SHX Text
0
AutoCAD SHX Text
1/2
AutoCAD SHX Text
1
AutoCAD SHX Text
DRAWING IS TO SCALE
AutoCAD SHX Text
1" = FULL SCALE
AutoCAD SHX Text
IF BAR MEASURES:
AutoCAD SHX Text
1/2" = HALF SCALE
AutoCAD SHX Text
MMM
AutoCAD SHX Text
DCH
AutoCAD SHX Text
RJR
AutoCAD SHX Text
B
AutoCAD SHX Text
01/08/18
AutoCAD SHX Text
DCH
AutoCAD SHX Text
01/09/2018
AutoCAD SHX Text
W:\Driggs\Streets\Howard Ave Sidewalk Imp #001145.c\Drafting\Civil\C-1.dwg
AutoCAD SHX Text
MATCHLINE SEE SHEET C-2
AutoCAD SHX Text
SCALE: 1"=20'-0"
AutoCAD SHX Text
SIDEWALK LAYOUT
AutoCAD SHX Text
Scale in Feet
AutoCAD SHX Text
0
AutoCAD SHX Text
20
AutoCAD SHX Text
40
AutoCAD SHX Text
NOTES: 1- RESTORE ALL LANDSCAPING TO PRE-CONSTRUCTION CONDITION. 2- RESTORE AND/OR REROUTE ALL IRRIGATION/SPRINKLER SYSTEMS AFFECTED BY CONSTRUCTION. 3- INSTALL CONTROL JOINT A MINIMUM OF 2" DEEP AT 10' INTERVALS. 4- INSTALL EXPANSION JOINTS AT 60' INTERVALS. 5- ALL SIDEWALK TO BE 4" PCC ON 6" UBC, DRIVEWAY CROSSINGS SHALL BE 5" PCC ON 6" UBC.
AutoCAD SHX Text
LEGEND 5" PCC ON 6" UBC
5"
SHEET
CH
EC
KE
DD
RA
WN
DE
SIG
ND
AT
EN
O.
RE
VIS
IO
NS
TH
IS
D
RA
WIN
G IS
P
RO
PE
RT
Y O
F A
QU
A E
NG
IN
EE
RIN
G IN
C. A
ND
IS
T
RA
NS
MIT
TE
D IN
C
ON
FID
EN
CE
N
EIT
HE
R R
EC
EIP
T N
OR
P
OS
SE
SS
IO
N C
ON
FE
RS
O
R T
RA
NS
FE
RS
A
NY
R
IG
HT
S T
O R
EP
RO
DU
CE
, U
SE
,
OR
D
IS
CL
OS
E, IN
W
HO
LE
O
R IN
P
AR
T, D
AT
A C
ON
TA
IN
ED
H
ER
EIN
F
OR
A
NY
P
UR
PO
SE
W
IT
HO
UT
T
HE
W
RIT
TE
N P
ER
MIS
SIO
N O
F A
QU
A E
NG
IN
EE
RIN
G IN
C. ©
C
OP
YR
IG
HT
ED
2
01
6 B
OU
NT
IF
UL
, U
TA
H
E N
G
I N
E
E
R
I N
G
533 W
2600 S
, S
UIT
E 275, B
OU
NT
IF
UL, U
T 84010
PH
ON
E (801) 299-1327 F
AX
(801) 299-0153
CIT
Y O
F D
RIG
GS
HO
WA
RD
A
VE
NU
E S
ID
EW
AL
K IM
PR
OV
EM
EN
TS
P
RO
JE
CT
KE
Y N
O. 20
15
7 P
RO
JE
CT
N
O. A
020
(15
7)
DE
TA
ILS
CD-1
DCH
AutoCAD SHX Text
GRATINGS OR SIMILAR ACCESSES SHALL NOT BE LOCATED IN THE AREA AT THE BASE OF THE CURB RAMP OR LANDING AREA. IF OBSTRUCTIONS SUCH AS GRATINGS, INLETS, UTILITY POLES, PULL BOXES, FIRE HYDRANTS, ETC. ARE ENCOUNTERED, THE LOCATION AND DIMENSIONS MAY BE ADJUSTED UPON APPROVAL OF THE ENGINEER. NO LIP SHALL BE PERMITTED AT THE CURB RAMP SLOPE TO GUTTER PAN. PLANTMIX BITUMINOUS SURFACE SHALL BE FLUSH WITH THE EDGE OF THE GUTTER PAN IN THE AREA OF THE CURB RAMP. ROUGH BROOM TEXTURE ON CURB RAMPS AND WINGS. CURB RAMP WINGS DO NOT HAVE TO BE WITHIN CROSSWALK. HOWEVER THE RAMP ITSELF HAS TO BE INSIDE CROSSWALK. ALL SLOPE RATES ARE RELATIVE TO LEVEL AND SHALL MEET ADAAG STANDARDS. GUTTER SHALL MAINTAIN POSITIVE DRAINAGE TO PREVENT PONDING. DETECTABLE WARNING PANELS SHALL BE ADA SOLUTIONS INC. 24"x60" CAST IN PLACE TACTILE SURFACE (COLOR: YELLOW) MODEL 2460IDPAV2 OR EQUAL. DETECTABLE WARNING PANELS SHALL BE INSTALLED PER MANUFACTURES INSTALLATION GUIDELINES AND CONFORM TO ADAAG (9.29.2) "CONTRAST". ALL CONCRETE TO BE REMOVED TO SAW CUT OR EXPANSION JOINTS. PORTLAND CEMENT CONCRETE (P.C.C.) SHALL HAVE THE FOLLOWING CHARACTERISTICS: 4000 PSI MIN. COMPRESSIVE STRENGTH @28 DAYS. AIR ENTRAINMENT 6% ±1% MAX, SLUMP 4 INCHES.CONTRACTORS SHALL CORRECT ANY CONFLICT WITH EXISTING PULL BOXES EXISTING BOXES AND INSTALLATION OF NEW PEDESTRIAN RAMPS. DETECTABLE WARNING SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND SHALL BE PLACED ON FOUR (4) INCHES OF P.C.C. MAXIMUM SLOPE OF GUTTER AT RAMP IS 50:1 MAX.
AutoCAD SHX Text
%%UPEDESTRIAN RAMP NOTES:
AutoCAD SHX Text
1.
AutoCAD SHX Text
2.
AutoCAD SHX Text
3.
AutoCAD SHX Text
4.
AutoCAD SHX Text
5.
AutoCAD SHX Text
6.
AutoCAD SHX Text
7.
AutoCAD SHX Text
8.
AutoCAD SHX Text
9.
AutoCAD SHX Text
10.
AutoCAD SHX Text
11.
AutoCAD SHX Text
12.
AutoCAD SHX Text
50:1 MAX
AutoCAD SHX Text
TRUNCATED DOME PLATE
AutoCAD SHX Text
SEE NOTE 8 THIS SHEET
AutoCAD SHX Text
12:1 MAX
AutoCAD SHX Text
50:1
AutoCAD SHX Text
MAX
AutoCAD SHX Text
PER PLAN
AutoCAD SHX Text
A
AutoCAD SHX Text
-
AutoCAD SHX Text
%%UPLAN
AutoCAD SHX Text
PLANS
AutoCAD SHX Text
SLOPE PER
AutoCAD SHX Text
SIDEWALK TYP
AutoCAD SHX Text
6" UNTREATED BASE COURSE
AutoCAD SHX Text
COMPACTED TO 95%%% PER
AutoCAD SHX Text
CITY STANDARDS
AutoCAD SHX Text
%%USECTION A-A
AutoCAD SHX Text
12:1 MAX
AutoCAD SHX Text
50:1 MAX
AutoCAD SHX Text
13.
AutoCAD SHX Text
PROPERTY LINE
AutoCAD SHX Text
VARIES
AutoCAD SHX Text
MAX
AutoCAD SHX Text
50:1 MAX
AutoCAD SHX Text
SUBASE PER
AutoCAD SHX Text
PAVEMENT PLANS
AutoCAD SHX Text
PAVEMENT PER PLANS
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
DIRECTIONAL PEDESTRIAN RAMP
AutoCAD SHX Text
1
AutoCAD SHX Text
-
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
PAVEMENT SECTIONS
AutoCAD SHX Text
2
AutoCAD SHX Text
-
AutoCAD SHX Text
DRIGGS STANDARD DETAIL COD-R-09
AutoCAD SHX Text
*MODIFIED FROM DRIGGS STANDARD DETAIL COD-R-09
AutoCAD SHX Text
RADIUS VARIES
AutoCAD SHX Text
SEE PLAN
AutoCAD SHX Text
CURB AND GUTTER
AutoCAD SHX Text
PER PLANS
AutoCAD SHX Text
REMOVE SOD, GRAVEL, AND/OR LANDSCAPING FOR SIDEWALK CONSTRUCTION, REPLACE TO PREEXISTING CONDITIONS AFTER CONSTRUCTION
AutoCAD SHX Text
BACK OF SIDEWALK (BOW)
AutoCAD SHX Text
MIN SLOPE 1% MAX SLOPE 2%
AutoCAD SHX Text
4.CONCRETE SHALL BE FIBER REINFORCED CLASS 3500. UNLESS OTHERWISE CONCRETE SHALL BE FIBER REINFORCED CLASS 3500. UNLESS OTHERWISE INDICATED.
AutoCAD SHX Text
MMM
AutoCAD SHX Text
DCH
AutoCAD SHX Text
RJR
AutoCAD SHX Text
B
AutoCAD SHX Text
01/08/18
AutoCAD SHX Text
01/09/2018
AutoCAD SHX Text
W:\Driggs\Streets\Howard Ave Sidewalk Imp #001145.c\Drafting\Details\CIVIL DETAILS.dwg
SHEET
CH
EC
KE
DD
RA
WN
DE
SIG
ND
AT
EN
O.
RE
VIS
IO
NS
TH
IS
D
RA
WIN
G IS
P
RO
PE
RT
Y O
F A
QU
A E
NG
IN
EE
RIN
G IN
C. A
ND
IS
T
RA
NS
MIT
TE
D IN
C
ON
FID
EN
CE
N
EIT
HE
R R
EC
EIP
T N
OR
P
OS
SE
SS
IO
N C
ON
FE
RS
O
R T
RA
NS
FE
RS
A
NY
R
IG
HT
S T
O R
EP
RO
DU
CE
, U
SE
,
OR
D
IS
CL
OS
E, IN
W
HO
LE
O
R IN
P
AR
T, D
AT
A C
ON
TA
IN
ED
H
ER
EIN
F
OR
A
NY
P
UR
PO
SE
W
IT
HO
UT
T
HE
W
RIT
TE
N P
ER
MIS
SIO
N O
F A
QU
A E
NG
IN
EE
RIN
G IN
C. ©
C
OP
YR
IG
HT
ED
2
01
6 B
OU
NT
IF
UL
, U
TA
H
E N
G
I N
E
E
R
I N
G
533 W
2600 S
, S
UIT
E 275, B
OU
NT
IF
UL, U
T 84010
PH
ON
E (801) 299-1327 F
AX
(801) 299-0153
CIT
Y O
F D
RIG
GS
HO
WA
RD
A
VE
NU
E S
ID
EW
AL
K IM
PR
OV
EM
EN
TS
P
RO
JE
CT
KE
Y N
O. 20
15
7 P
RO
JE
CT
N
O. A
020
(15
7)
DE
TA
ILS
CD-2
DCH
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
VALLEY GUTTER
AutoCAD SHX Text
3
AutoCAD SHX Text
-
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
CROSSWALK "LADDER TYPE"
AutoCAD SHX Text
4
AutoCAD SHX Text
-
AutoCAD SHX Text
SCALE: NTS
AutoCAD SHX Text
GATE VALVE
AutoCAD SHX Text
5
AutoCAD SHX Text
-
AutoCAD SHX Text
TO BE USED AT CROSSINGS ALONG SCHOOL ROUTES, AT
AutoCAD SHX Text
MULTI-USE PATHWAYS, AND AT MID-BLOCK CROSSINGS
AutoCAD SHX Text
DRIGGS STANDARD DETAIL COD-R-02
AutoCAD SHX Text
DRIGGS STANDARD DETAIL COD-R-04
AutoCAD SHX Text
DRIGGS STANDARD DETAIL COD-W-05
AutoCAD SHX Text
NOTES: 1- STRIPING SHALL BE THERMOPLASTIC.
AutoCAD SHX Text
SCALE: 1/2"=1'-0"
AutoCAD SHX Text
BUS ENTRANCE/EXIT
AutoCAD SHX Text
A
AutoCAD SHX Text
-
AutoCAD SHX Text
4" THICK HOT PLANT MIX BITUMINOUS SURFACING
AutoCAD SHX Text
6" OF 3/4" MINUS CRUSHED AGGREGATE BASE COURSE
AutoCAD SHX Text
MATCH EXISTING PAVEMENT
AutoCAD SHX Text
PROPOSED 6' SIDEWALK
AutoCAD SHX Text
4" THICK HOT PLANT MIX BITUMINOUS SURFACING
AutoCAD SHX Text
FLOWLINE
AutoCAD SHX Text
12" COARSE AGGREGATE SUB-BASE (PIT RUN)
AutoCAD SHX Text
COMPACTED SUB-GRADE
AutoCAD SHX Text
Scale in Feet
AutoCAD SHX Text
0
AutoCAD SHX Text
2
AutoCAD SHX Text
4
AutoCAD SHX Text
HOWARD AVE
AutoCAD SHX Text
MIN SLOPE 1% MAX SLOPE 2%
AutoCAD SHX Text
MMM
AutoCAD SHX Text
DCH
AutoCAD SHX Text
RJR
AutoCAD SHX Text
B
AutoCAD SHX Text
01/08/18
AutoCAD SHX Text
01/09/2018
AutoCAD SHX Text
W:\Driggs\Streets\Howard Ave Sidewalk Imp #001145.c\Drafting\Details\CIVIL DETAILS.dwg