ENT SERVICE CENTER ACCESS ROAD
LEGEND
EXISTING MAJOR CONTOUR
AD
EXISTING STORM SEWER MANHOLE
FINE ARTS
CENTER
CK
RO
EXISTING WATER LINE
EXISTING IRRIGATION VALVE
E
GL
EXISTING WATER MANHOLE
SITE
AV
EN
UE
EA
W
RO
EXISTING FIRE HYDRANT
NE
VA
DA
EAGLE
ROCK RD
GARDEN OF THE GODS
LA
NE
CE
NT
AUSTIN BLUFFS PARKWAY
ER
NE
AD
EXISTING STORM SEWER INLET
W
DO
W
EXISTING NATURAL GAS LINE
M
EA
GAS
LA
PROPERTY BOUNDARY (ZONE LOT LINE)
PROPOSED ACCESS ROAD
EXISTING NATURAL GAS VALVE
CONSULTANTS
EXISTING STORM SEWER
PA
UNION BLVD
IN
RK
G
EA
RD
D
G
LO
ST
AN
TO
N
SD
LE
EXISTING SANITARY SEWER MANHOLE
I-25
T
RO
NEVADA
AVENUE
S
EXISTING SANITARY SEWER
RO
G
SS
CK
LO
T
EXISTING MINOR CONTOUR
PA
RK
IN
5280
EXISTING LIGHT POLE
PROJECT AREA
EXISTING OVERHEAD POWER LINE
SS
VICINITY MAP
EXISTING OVERHEAD TELEPHONE LINE
SCALE: NTS
PA
RK
PROPOSED SIGN
IN
G
LO
WA
Y
T
PA
RK
AV
EN
UE
SITE MAP
1
C0.0
BY
SCALE: NTS
PROJECT NAME
AU
ST
IN
BL
UF
FS
NE
VA
DA
SCHEDULE & PROJECT REQUIREMENTS
GENERAL NOTES
WITHIN 10 DAYS OF RECEIVING THE NOTICE OF AWARD.
UTILITIES, WHETHER INDICATED ON THE PLANS OR NOT, THE CONTRACTOR IS TO NOTIFY THE
ENGINEER AND OWNER IMMEDIATELY.
2. THE CONTRACTOR MUST COMPLETE THE FINAL PUNCH LIST AND FINALLY COMPLETE THE PROJECT WITHIN 10 DAYS AFTER
SUBSTANTIAL COMPLETION.
3. WORK MAY BE CONDUCTED OUTSIDE NORMAL BUSINESS HOURS AND ON WEEKENDS AS APPROVED BY OWNER PRIOR TO
2. CONTRACTOR SHALL PROVIDE TRAFFIC CONTROL FOR PEDESTRIANS AND VEHICLES THROUGHOUT
CONSTRUCTION - TO INCLUDE BARRICADES, FLAGMAN, SIGNS ,TEMPORARY VEHICLE ACCESS, FIRE
PROCEEDING.
ACCESS AND PEDESTRIAN ACCESS AS NEEDED.
4. CONTRACTOR TO MAINTAIN PEDESTRIAN TRAFFIC DURING CONSTRUCTION ACTIVITIES.
3. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL UTILITIES THROUGHOUT
CONSTRUCTION. SHOULD A UTILITY FAIL AS A RESULT OF THE CONTRACTOR'S ACTION , IT SHALL BE
5. STAGING AREA TO BE DETERMINED PRIOR TO CONSTRUCTION AND SHALL BE COORDINATED WITH THE OWNER'S REPRESENTATIVE
REPAIRED IMMEDIATELY, AT NOT COST TO THE PROJECT.
6. NON-CONFORMING (OUT OF SPECIFICATION) CONCRETE SHALL NOT BE PLACED IN THE PROJECT.
CO.O
COVER SHEET
C1.0
DEMOLITION PLAN - BASE BID
C1.1
DEMOLITION PLAN - ALTERNATIVE 1
C2.0
SITE PLAN & DETAILS - BASE BID
C2.1
SITE PLAN & DETAILS - ALTERNATIVE 1
C2.2
PLAN AND PROFILE
C3.0
TYPICAL DETAILS AND SECTIONS
C3.1
TYPICAL ROAD SECTION
DATE
THE CONTRACTOR IS RESPONSIBLE FOR FIELD LOCATION AND VERIFICATION PRIOR TO BEGINNING
WORK. SOME OF THE UTILITIES ARE PRIVATE AND MUST BE LOCATED BY A PRIVATE LOCATING FIRM
WORKING FOR THE CONTRACTOR . IF IT APPEARS THAT THERE COULD BE A CONFLICT WITH ANY
REV.
1. CONTRACTOR SHALL EXECUTE AGREEMENT AND PROVIDE BONDS , INSURANCE CERTIFICATES AND CONSTRUCTION SCHEDULE
DESCRIPTION
SHEET INDEX
1. ALL UTILITY INFORMATION HAS BEEN SHOWN ACCORDING TO THE BEST AVAILABLE INFORMATION.
PROJECT NO:
4. CONTRACTOR SHALL COORDINATE WITH OTHER CONTRACTORS WORKING WITHIN THE
SURROUNDING AREA.
5. BEFORE DIGGING, CALL THE UTILITY NOTIFICATION CENTER OF COLORADO SPRINGS AREA, 8-1-1 (OR
1-800-922-1987), 2 - 3 BUSINESS DAYS PRIOR TO ANY EXCAVATION, DIGGING, OR GRADING FOR THE MARKING
OF UNDERGROUND UTILITIES.
DESIGNED BY:
ATC
DRAWN BY:
ATC
CHECKED BY:
SSS
DATE:
SHEET TITLE
SHEET NO:
N. NEVADA AVE.
5
5
1
2
4
4
CONSULTANTS
4
5
1
6
3
1
5
1
C1.0
0
DEMOLITION PLAN - BASE BID
30
60
Feet
CONSTRUCTION FENCE
KEY NOTES
SAW CUT 670 LF OF EXISTING ASPHALT
CONCRETE WASHOUT (TO BE LOCATED)
2
SAW CUT AND REMOVE 8 LF CURB AND GUTTER
3
REMOVE 1,345 SY OF ASPHALT PAVEMENT
4
CURB AND GUTTER TO REMAIN
5
ASPHALT PAVING TO REMAIN
6
EXISTING MANHOLE - PROTECT IN PLACE
PROJECT NAME
1
INLET PROTECTION
BY
VEHICLE TRACKING CONTROL
DESCRIPTION
CURB SOCK
NOTES
1. REFER TO CITY OF COLORADO SPRINGS DRAINAGE CRITERIA MANUAL VOLUME
DATE
2 - STORMWATER QUALITY POLICIES, PROCEDURES AND BEST MANAGEMENT
PRACTICES FOR BMP INSTALLATION DETAILS AND MAINTENANCE DETAILS.
2. NO CONCRETE WASHOUT SHALL BE DISCHARGED TO THE GROUND SURFACE.
REV.
TEMPORARY CONTAINMENT MEASURE SHALL BE USED DURING CONSTRUCTION
& REMOVED AT THE END OF THE PROJECT.
PROJECT NO:
3. THE SITE IS ANTICIPATED TO BE LESS THAN 1 ACRE IN SIZE AND WILL NOT
REQUIRE A PERMIT TO DISCHARGE STORMWATER FROM THE CONSTRUCTION
SITE. THE CONTRACTOR SHALL PRACTICE EROSION PREVENTION AND
STORMWATER MANAGEMENT.
DESIGNED BY:
ATC
DRAWN BY:
ATC
CHECKED BY:
SSS
DATE:
SHEET TITLE
EROSION CONTROL &
STORMWATER MANAGEMENT
2
C1.0
SHEET NO:
N. NEVADA AVE.
8
5
2
1
7
4
CONSULTANTS
7
6
3
1
8
1
C1.1
0
DEMOLITION PLAN - ALTERNATIVE 1
30
60
Feet
CONSTRUCTION FENCE
KEY NOTES
PROJECT NAME
1
INLET PROTECTION
SAW CUT 550 LF OF EXISTING ASPHALT
CONCRETE WASHOUT (TO BE LOCATED)
2
SAW CUT AND REMOVE 8 LF CURB AND GUTTER
3
REMOVE 1,345 SY OF ASPHALT PAVEMENT
4
REMOVE 155 LF OF EXISTING CURB AND GUTTER
5
REMOVE 194 SY OF EXISTING ASPHALT PAVEMENT
6
EXISTING MANHOLE - PROTECT IN PLACE
5
CURB AND GUTTER TO REMAIN
6
ASPHALT PAVING TO REMAIN
BY
VEHICLE TRACKING CONTROL
DESCRIPTION
CURB SOCK
NOTES
1. REFER TO CITY OF COLORADO SPRINGS DRAINAGE CRITERIA MANUAL VOLUME
DATE
2 - STORMWATER QUALITY POLICIES, PROCEDURES AND BEST MANAGEMENT
PRACTICES FOR BMP INSTALLATION DETAILS AND MAINTENANCE DETAILS.
2. NO CONCRETE WASHOUT SHALL BE DISCHARGED TO THE GROUND SURFACE.
REV.
TEMPORARY CONTAINMENT MEASURE SHALL BE USED DURING CONSTRUCTION
& REMOVED AT THE END OF THE PROJECT.
PROJECT NO:
3. THE SITE IS ANTICIPATED TO BE LESS THAN 1 ACRE IN SIZE AND WILL NOT
REQUIRE A PERMIT TO DISCHARGE STORMWATER FROM THE CONSTRUCTION
SITE. THE CONTRACTOR SHALL PRACTICE EROSION PREVENTION AND
STORMWATER MANAGEMENT.
DESIGNED BY:
ATC
DRAWN BY:
ATC
CHECKED BY:
SSS
DATE:
SHEET TITLE
EROSION CONTROL &
STORMWATER MANAGEMENT
2
C1.1
SHEET NO:
0
30
60
Feet
N. NEVADA AVE.
1
EXISTING CURB AND
GUTTER TO REMAIN
15
3
LEASE PARCEL CORNER
3
10
2
4
9
56' RADIUS
12
7
9
CONSULTANTS
2
24'
LEASE PARCEL BOUNDARY
11
3
11
EXISTING STREET
LIGHT TO REMAIN
32' RADIUS
32'
34' RADIUS
10
22'
EDGE OF EXISTING ASPHALT
1
C2.0
SITE PLAN - BASE BID
6
8
7
14
13
5
59' RADIUS
3
PROPOSED SIGN: NO PARKING FIRE LANE (SEE SHEET C3.0 DETAIL 6)
4
PROPOSED SIGN: STOP/INCOMING TRAFFIC DOES NOT STOP
WITH STOP BAR (SEE SHEET C3.0 DETAIL 8 & 9)
5
PROPOSED STOP SIGN WITH STOP BAR (SEE SHEET C3.0 DETAIL 8)
6
4" WHITE PARKING STRIPE (TYP.)
7
4" DOUBLE YELLOW STRIPE
8
CONCRETE WHEEL STOP (TYP.)
9
EXISTING FIRE HYDRANT TO REMAIN
10
4" YELLOW STRIPE FOR NO PARKING
11
4" WHITE STRIPE INDICATING EDGE OF ROADWAY (1' FROM EAST EDGE OF ASPHALT)
12
EXISTING MANHOLE - PROTECT IN PLACE - ADJUST AS REQUIRED TO
MATCH PROPOSED PAVEMENT SURFACE
BY
PROPOSED SIGN: NO PARKING (SEE SHEET C3.0 DETAIL 5)
DESCRIPTION
2
DATE
INSTALL 1,345 SY OF ASPHALT PAVEMENT
REV.
1
PROJECT NAME
KEY NOTES
PROJECT NO:
DESIGNED BY:
ATC
DRAWN BY:
ATC
CHECKED BY:
SSS
DATE:
SHEET TITLE
13
PROPOSED SIGN: MOTORCYCLE PARKING ONLY (SEE SHEET 3.0 DETAIL 7)
14
SEE SHEET C3.0 DETAILS 3 & 4 FOR PARKING STALL DETAILS
15
REPLACE IN KIND 8 LF CURB AND GUTTER
SHEET NO:
0
N. NEVADA AVE.
1
15
16
PROPOSED TBC
3
4
9
60
Feet
EXISTING CURB AND
GUTTER TO REMAIN
3
LEASE PARCEL CORNER
30
56' RADIUS
12
7
9
6
24'
5
17
LEASE PARCEL BOUNDARY
3
4
11
32' RADIUS
32'
34' RADIUS
3
EXISTING STREET
LIGHT TO REMAIN
10
CONSULTANTS
7
2
EDGE OF PROPOSED ASPHALT
1
22'
EDGE OF EXISTING ASPHALT
SITE PLAN - ALTERNATIVE 1
6
8
14
13
KEY NOTES
NOTE
* ELEVATIONS ARE ESTIMATES AND ARE TO BE USED AS A GUIDELINE. PROPOSED CURB SHOULD
TRANSITION SMOOTHLY FROM EXISTING TIE-IN POINTS AND PROPOSED SOIL FILL SHOULD BE
GRADED FROM THE TOP BACK OF CURB TO MEET THE GRADE OF EXISTING SOIL TO THE NORTH
AND PROVIDE POSITIVE DRAINAGE FOR ALL AREAS.
4
PROPOSED SIGN: STOP/INCOMING TRAFFIC DOES NOT
STOP WITH STOP BAR (SEE SHEET C3.0 DETAIL 8 & 9)
5
PROPOSED STOP SIGN WITH STOP BAR (SEE SHEET C3.0 DETAIL 8)
6
4" WHITE PARKING STRIPE (TYP.)
7
4" DOUBLE YELLOW STRIPE
SEEDING SPEC
8
CONCRETE WHEEL STOP (TYP.)
THE SEED MIX FOR THIS PROJECT IS A HIGH PLAINS/FOOTHILLS MIX WHICH INCLUDES THE
FOLLOWING:
9
EXISTING FIRE HYDRANT TO REMAIN
10
4" YELLOW STRIPE FOR NO PARKING
11
4" WHITE STRIPE FOR EDGE OF ROADWAY (1' FROM EAST EDGE OF ASPHALT)
12
EXISTING MANHOLE - PROTECT IN PLACE - ADJUST AS REQUIRED TO
MATCH PROPOSED PAVEMENT SURFACE
13
PROPOSED SIGN: MOTORCYCLE PARKING ONLY (SEE SHEET 3.0 DETAIL 7)
14
SEE SHEET C3.0 DETAILS 3 & 4 FOR PARKING STALL DETAILS
15
REPLACE IN KIND 8 LF CURB AND GUTTER
16
FILL WITH SOIL AND SEED WITH NATIVE GRASS**
17
CONSTRUCT 123 LF OF CURB AND GUTTER* (SEE
PROPOSED ELEVATION ESTIMATES IN TABLE)
(SEE SHEET 3.0 DETAIL)
** THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING AND WATERING THE SEEDED
AREA AS NEEDED FOR A PERIOD OF 7 WEEKS OR UNTIL THERE ARE NO BARE AREAS LARGER THAN
25 SQUARE INCHES, WHICHEVER IS GREATER.
20%
15%
10%
10%
10%
10%
8%
7%
5%
5%
ANNUAL RYEGRASS
SLENDER WHEATGRASS
MOUNTAIN BROME
PUBESCENT WHEATGRASS
HARD FESCUE
CANADA BLUEGRASS
INDIANGRASS
SIDEOATS GRAMA
BLUE GRAMA
SWITCHGRASS
SEED SHALL BE BROADCAST AT A RATE OF 25 LBS OF PURE LIVE SEED (PLS) PER ACRE OR DRILLED
AT A RATE OF 20 PLS PER ACRE. FERTILIZER SHOULD BE APPLIED IMMEDIATELY AFTER SEEDING AT
A RATE OF 50 POUNDS OF AVAILABLE NITROGEN PER ACRE AND 40 POUNDS OF AVAILABLE
PHOSPHATE PER ACRE.
A MINIMUM 2" THICK LAYER OF TOP SOIL SHALL BE PLACED IN AREAS TO RECEIVE NATIVE SEEDING
WHERE TOPSOIL IS ABSENT AT THE COMPLETION OF GRADING OPERATIONS. TOP SOIL SHALL BE
PLACED AND UNIFORMLY SPREAD PRIOR TO SEEDING. TOP SOIL MATERIAL AND ITS PLACEMENT
SHALL BE INCIDENTAL TO THE APPLICABLE SEEDING ITEM. NO SEPARATE MEASUREMENT OR
PAYMENT SHALL BE MADE FOR IT.
ELEVATION TABLE
AT QUARTER POINTS OF PROPOSED CURVES
POINT
1
2
3
4
5
6
7
X
ELEVATION (TBC)
6223.98
6224.16
6224.41
6224.46
6224.65
6224.19
6223.60
BY
PROPOSED SIGN: NO PARKING FIRE LANE (SEE SHEET
C3.0 DETAIL 6)
DESCRIPTION
3
DATE
INSTALL 1,345 SY OF ASPHALT PAVEMENT
59' RADIUS
REV.
1
5
7
PROJECT NAME
1
C2.1
PROJECT NO:
DESIGNED BY:
ATC
DRAWN BY:
ATC
CHECKED BY:
SSS
DATE:
SHEET TITLE
SHEET NO:
N. NEVADA AVE.
EXISTING BACK OF
CURB
73.40'
L1
C1
4' (TYP.)
CONSULTANTS
32' (TYP.)
C2
52.12'
15.12'
ACCESS ROAD PLAN
6225
GRADE BREAK STA = 5+53
ELEV = 6,222.37
GRADE BREAK STA = 3+00
ELEV = 6,214.94
60
Feet
6230
6225
-1.40%-2
.23%
GRADE BREAK STA = 6+87
ELEV = 6,223.12
1%
4.2
6220
BEGIN PROJECT
STA 2+32.00
ELEV = 6214.440
BY
GRADE BREAK STA = 6+75.29
ELEV = 6,223.38
0.73%
6215
30
STA 6+27.80 PCC
ELEV = 6223.984
1.17%
6215
DESCRIPTION
6220
%
3.30
0
EVCS: 6+41
EVCE: 6,223.86'
BVCS: 3+31
BVCE: 6,215.30'
6230
PVI Sta: 6+11
PVI Elev: 6,224.28'
K = 12.77
60.00' VC
PROJECT NAME
PVI Sta: 4+06
PVI Elev: 6,216.18'
K = 49.38
150.00' VC
CURVE TABLE - C/L OF ROAD
CURVE # LENGTH RADIUS DELTA
1
62.90
45.00
80.08
2
60.42
45.00
76.98
BVCS: 5+81
BVCE: 6,223.29'
LINE TABLE - C/L OF ROAD
LINE # LENGTH DIRECTION
1
332.52 N82° 43' 05" E
EVCS: 4+81
EVCE: 6,219.34'
1
C2.2
ESTIMATED LOCATION
OF STREET LIGHT WIRE
6210
6210
0+00
2
C2.2
1+00
2+00
3+00
4+00
5+00
6+00
7+00
ACCESS ROAD PROFILE AT CENTERLINE
REV.
DATE
ESTIMATED CROWN
OF GAS LINE*
ESTIMATED CROWN OF
SANITARY SEWER*
7+72.81
PROJECT NO:
DESIGNED BY:
ATC
DRAWN BY:
ATC
CHECKED BY:
SSS
DATE:
SHEET TITLE
NOTES FOR CONSTRUCTION
UTILITIES NOTES
PROPOSED GRADE IS INCLUDED IN PROFILE FOR REFERENCE.
THE SURFACE OF PROPOSED PAVEMENT SHOULD BE
CONSTRUCTED TO MATCH EXISTING PAVEMENT AT EDGES
WHERE ADJOINING EXISTING PAVEMENT OR CURB AND GUTTER.
THE SURFACE OF THE PAVEMENT SHALL BE SMOOTH AND SHALL
PROVIDE POSITIVE DRAINAGE.
UTILITY LOCATIONS AND ELEVATIONS ARE APPROXIMATE.
USE CAUTION WHEN DIGGING TO AVOID DAMAGING EXISTING UTILITIES.
ANY DAMAGE TO EXISTING UTILITIES WILL BE REPAIRED AT NO COST TO THE OWNER.
* VERTICAL LOCATIONS OF UTILITIES ARE NOT SURVEYED AND SHOULD NOT BE RELIED ON.
SHEET NO:
2-12" #4 REBAR
CONCRETE PARKING BLOCK
8.50'
9.00'
NOTE: NO PARKING SIGN SHOULD
FACE CURB. SHOWN IN THIS
ORIENTATION FOR SIMPLICITY
2.25'
0.75'
1.25'
SQUARE POST (TYP)
1"*
12
1"
42
7.0'
6"
1
2"
2.0'
6.00'
FROM BOTTOM OF MAIN
SIGN TO TOP OF GROUND
(PER MUTCD CHAPTER 2)
MINIMUM OF 1' IF
SIDEWALK IMPEEDS
1.5'
18'
18"
*DIMENSION IS VARIABLE ALONG EXISTING CURB
AND GUTTER. MATCH EXISTING ADJACENT CURB
AND GUTTER WITH NEW CONSTRUCTION.
1
C3.0
CURB AND GUTTER
2
C3.0
CONSULTANTS
6"
4 @ 4'
12"
TYPICAL SIGN PLACEMENT DETAIL
2'
3
C3.0
TYPICAL PARKING STALL
OPTION A
OPTION B
5" ASPHALT
4
C3.0
MOTORCYCLE PARKING
3" ASPHALT
8" PREPARED
SUBGRADE
BY
8" PREPARED
SUBGRADE
PROJECT NAME
6" AGGREGATE
BASE COURSE
NOTES
6
C3.0
SIGN DETAIL
7
C3.0
SIGN DETAIL
1. GEOTECHNICAL ASSESSMENT FOR THE PROJECT SITE WAS COMPLETED BY CTL THOMPSON INC. INFORMATION
AND RECOMMENDATIONS HEREIN REFERENCE CTL THOMPSON'S JULY 2015 GEOTECH REPORT.
DESCRIPTION
SIGN DETAIL
2. SUBGRADE - THE EXISTING SUBGRADE HAS BEEN INSPECTED BY A GEOTECH ENGINEER AND HAS BEEN
DEEMED ACCEPTABLE FOR PREPARATION. THE GEOTECH REPORT RECOMMENDED THE TWO OPTIONS LISTED
BELOW AS ACCEPTABLE ALTERNATIVES.
3. OPTION A: 8" OF THE SUBGRADE SHALL BE SCARIFIED, MOISTURE CONDITIONED, RECOMPACTED, & PROOF
DATE
ROLLED AND APPROVED BY GEOTECH PRIOR TO PLACING NEW PAVEMENT.
4. OPTION B: PROVIDE & PLACE CDOT CLASS 6 BASE COURSE ($/TON INSTALLED): THE EXISTING MATERIAL BELOW
PAVEMENT SHALL BE REMOVED TO ALLOW INSTALLATION OF 6" CDOT CLASS 6 BASE COURSE, AND THE 8" OF
EXISTING SOIL BENEATH THE BASE COURSE SHALL BE SCARIFIED, MOISTURE CONDITIONED, RECOMPACTED &
PROOF ROLLED AND APPROVED BY GEOTECH PRIOR TO PLACING BASE COURSE & NEW PAVEMENT.
30"
5. SUBGRADE AND BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% MAXIMUM MODIFIED PROCTOR DRY
DENSITY (ASTM D1557) AT AT +/- 2% OF OPTIMUM MOISTURE CONTENT, OR 97%-100% MAXIMUM STANDARD DRY
DENSITY (ASTM D698) AT +/-2% OF OPTIMUM MOISTURE CONTENT. SEE COLORADO SPRINGS STANDARD SPECIFICATIONS
FOR ADDITIONAL DETAILS.
8
C3.0
SIGN DETAIL
9
C3.0
SIGN DETAIL
REV.
5
C3.0
PROJECT NO:
DESIGNED BY:
ATC
DRAWN BY:
ATC
CHECKED BY:
SSS
DATE:
SHEET TITLE
6. NEW PAVEMENT SHALL MATCH EXISTING SURFACE GRADE AT EDGES WHERE ADJOINING EXISTING PAVEMENT OR CURB
AND GUTTER THROUGHOUT THE COURSE OF THE PROPOSED ACCESS ROAD. THE PAVEMENT SURFACE SHALL BE SMOOTH
AND SHALL PROVIDE POSITIVE DRAINAGE TOWARD THE INLET AT 1% SLOPE OR GREATER
ASPHALT PAVEMENT SECTION DETAIL
SCALE: NTS
10
C3.0
SHEET NO:
CONSULTANTS
MATCH SURFACE GRADE OF
EXISTING ASPHALT
4" WHITE STRIPE FOR EDGE OF ROADWAY
EXISTING TYPE 3 CURB AND GUTTER
(LEAVE IN PLACE) (DETAIL ON C3.0)
12.0'
1.0'
CROSS SLOPE VARIES
DEPTH
DEPENDS ON
ASPHALT
OPTION
(SEE DETAIL
ON C3.0)
BY
DESCRIPTION
SCALE: NTS
1
C3.1
DATE
ACCESS ROAD TYPICAL SECTION DETAIL
REV.
11.0'
PROJECT NAME
1.0'
CENTER OF DOUBLE 4" YELLOW STRIPE
(OFFSET 6" ON EACH SIDE)
PROJECT NO:
DESIGNED BY:
ATC
DRAWN BY:
ATC
CHECKED BY:
SSS
DATE:
SHEET TITLE
SHEET NO: