20160424 Ver 1_More Info Received_20160518

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DEVELOPMENT DATA
LAND OWNER: TOWN OF BLACK MOUNTAIN
160 MIDLAND AVENUE
BLACK MOUNTAIN, NC 28711
JAMEY MATTHEWS
CONTACT: [phone]
CIVIL ENGINEER:
INDEX OF SHEETS
Sheet No.
Title
C000
COVER SKEET
C200
SIDEWALK PLAN
C201
SIDEWALK PLAN
C921
SITE DETAILS
C922
SITE DETAILS
DEVELOPMENT DATA
LAND OWNER: TOWN OF BLACK MOUNTAIN
160 MIDLAND AVENUE
BLACK MOUNTAIN, NC 28711
JAMEY MATTHEWS
CONTACT: [phone]
CIVIL ENGINEER:
CIVIL DESIGN CONCEPTS, P.A.
168 PATTON AVE.
ASHEVILLE, NORTH CAROLINA 28801
CONTACT:
JESSE GARDNER, P.E.
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SURVEYOR:
HIGH COUNTRY SURVEYORS, INC.
117-D CHERRY STREET
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BLACK MOUNTAIN, NORTH CAROLINA 28711
CONTACT:
JOHN M. STOLLERY
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PROJECT LOCATION:
MONTREAT ROAD
BLACK MOUNTAIN, NORTH CAROLINA 28711
VICINITY MAP
(NOT 'CO SCALE)
BEFORE YOU DIG I
CALL 1-800-632-4949
N.C. ONE—CALL CENTER
IT'S THE LAW I.
DATE: FEBRUARY 25, 2016
DRAWN BY: SKB
CDC PROJECT NO.: 21220
SHEET
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DATE: FEBRUARY 25, 2016
DRAWN BY: SKB
CDC PROJECT NO.: 21220
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EXISTING TREES TO BE REMOVED AS
NECESSARY TO ACCOMMODATE
PROPOSED SIDEWALK (TYP)
EXISTING MAILBOX TO BE REMOVED
AND RELOCATED TO THE STREET
SIDE OF THE SIDEWALK (TYP)
PROPOSED HEAVY DUTY CONCRETE
APRON THROUGH GRAVEL DRIVEWAY
(TYP) (SEE DETAIL)
CONTRACTOR TO ADJUST EXISTING WATER METER LID
AND BOX TO BE FLUSH WITH FINISH GRADE
EXISTING MSD SEWER LINE (TYP)
CONTRACTOR TO ADJUST EXISTING WATER
METER LID AND BOX TO BE FLUSH WITH
FINISH GRADE ELEVATION
EXISTING EDGE OF PAVEMENT (TYP)
EXISTING MAILBOX TO REMAIN
CONTRACTOR TO REMOVE A
PORTION OF WALL AS NECESSARY
TO ACCOMMODATE SIDEWALK (TYP)
EXISTING WHITE LINE (TYP)
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EXISTING PAVED ROAD
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PROPOSED 5' WIDE SIDEWALK WITH 2%
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NECESSARY TO ACCOMMODATE SIDEWALK (TYP)
EXISTING POWER POLE
TO REMAIN (TYP)
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DEVELOPMENT DATA
LAND OWNER:
TOWN OF BLACK MOUNTAIN
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160 MIDLAND AVENUE
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JAMEY MATTHEWS
CONTACT:
[phone]
CIVIL ENGINEER:
CIVIL DESIGN CONCEPTS, P.A.
168 PATTON AVE.
$ ROOM
ASHEVILLE, NORTH CAROLINA 28801
CONTACT:
JESSE GARDNER, P.E.
[phone]
SURVEYOR:
HIGH COUNTRY SURVEYORS, INC.
DANS DR
117-D CHERRY STREET
BLACK MOUNTAIN, NORTH CAROLINA 28711
CONTACT:
JOHN M. STOLLERY
[phone]
PROJECT LOCATION:
MONTREAT ROAD
BLACK MOUNTAIN, NORTH CAROLINA 28711
CONTRACTOR TO ADJUST EXISTING
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BE FLUSH WITH FINISH GRADE
EXISTING 1' CONTOURS (TYP)
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EXISTING EDGE OF PAVEMENT (TYP)
CONTRACTOR TO ADJUST EXISTING WATER
METER LID AND BOX TO BE FLUSH WITH
FINISH GRADE ELEVATION
EXISTING OVERHEAD UTILITIES
EXISTING MAILBOX TO BE REMOVED
AND RELOCATED TO THE STREET SIDE
OF THE SIDEWALK (TYP)Of
20'
EXISTING MSD SEWER LINE (TYP)
EXISTING POWER POLE TO REMAIN
PROPOSED 5' WIDE SIDEWALK WITH 2%
MAXIMUM CROSS SLOPE (TYP) (SEE DETAIL)
PROPOSED HEAVY DUTY CONCRETE
THROUGH GRAVEL DRIVEWAY (TYP)
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EXISTING POWER POLE TO REMAIN
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DEVELOPMENT DATA
LAND OWNER:
TOWN OF BLACK MOUNTAIN
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CIVIL ENGINEER:
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168 PATTON AVE.
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ASHEVILLE, NORTH CAROLINA 28801
CONTACT:
JESSE GARDNER, P.E.
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SURVEYOR:
HIGH COUNTRY SURVEYORS, INC.
117—D CHERRY STREET
BLACK MOUNTAIN, NORTH CAROLINA 28711
CONTACT:
JOHN M. STOLLERY
[phone]
PROJECT LOCATION:
MONTREAT ROAD
BLACK MOUNTAIN, NORTH CAROLINA 28711
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CONTRACTOR TO REMOVE STONE WALL AS NECESSARY TO ACCOMMODATE
NECESSARY TO ACCOMMODATE SIDEWALK (TYP) SIDEWALK
CONTRACTOR TO SAW CUT AND REPLACE e
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EXISTING TREES TO BE REMOVED AS ACCOMMODATE PROPOSED SIDEWALK x,
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EXISTING FENCE TO BE REMOVED AS
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EXISTING PROPERTY LINE (TYP) � CONSTRUCTION EASEMENT (TYP)
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DATE: FEBRUARY 25, 2016
DRAWN BY: SKB
CDC PROJECT NO.: 21220
SHEET
C201

PERMANENT SEEDING SCHEDULE
GENERAL SEEDING NOTE:
THE SEED MIXTURES SHOWN BELOW ARE THE MINIMUM ACCEPTABLE SCHEDULES FOR
NCDENR. THE OWNER MAY CHOOSE TO HAVE AN ALTERNATIVE PERMANENT SEED MIX
APPLIED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE
OWNER PRIOR TO SEEDING AND SUBMIT ANY ALTERNATIVE PERMANENT SEEDING
SCHEDULE TO THE ENGINEER FOR APPROVAL PRIOR TO APPLICATION OF THE SAME.
MIXTURE #1M
Seeding Mixture
Species Rate (Ib/acre)
Tall fescue 100
Sericea lespedeza 20
Korean lespedeza 10
Redtop 5
Kentucky bluegrass 5
Seeding note
After Aug. 1, use unscarified seed for sericea lespedeza.
Nurse plants
Between May 1 and Aug. 15 add 10 Ib/acre German millet or 15 Ib/acre
Sudangrass. Prior to May 1 or after Aug. 15, add 40 Ib/acre rye (grain). It
may be beneficial to plant the grasses in late summer and overseed the
lespedezas in March.
Seeding dates
Best Possible
Below 2500 ft: Aug. 15 -Sept. 1 July 25 -Sept. 15
Mar. 1 -Apr. 1 Mar. 1 -May 10
Above 2500 ft: July 25 -Aug. 15 July 15 -Aug. 30
Mar. 20 -Apr. 20 Mar. 5 -May 15
Complete seeding earlier in the fall, and start later in spring on north and
east facing slopes.
Soil amendments
Apply lime and fertilizer according to soil tests, or apply 4,000 Ib/acre ground
agricultural limestone and 1,000 Ib/acre 5-10-10 fertilizer.
Mulch
Apply 4,000-5,000 Ib/acre grain straw mulch. Anchor mulch by tacking with
asphalt, roving or netting. Netting is the preferred anchoring method on
steep slopes.
Maintenance
Mow no more than once a year. Refertilize in the second year unless growth
is fully adequate. Reseed, fertilize and mulch damaged areas immediately.
TEMPORARY SEEDING SCHEDULE -
LATE WINTER/EARLY SPRING
Seeding Mixture
Species Rate (Ib/acre)
Rye (grain) 120
Annual lespedeza (Kobe in Piedmont 50
and Coastal Plain, Korean in Mountains)
Omit annual lespedeza when duration of temporary cover is not to extend
beyond June.
Seeding dates
Mountains - Above 2500 ft: Feb. 15 -May 15
Below 2500 ft: Feb. 1 -May 1
Piedmont - Jan. 1 -May 1
Coastal Plain - Dec. 1 -Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Ib/acre ground agricultural
limestone and 750 Ib/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, netting or a
mulch anchoring tool. A disk with blades set nearly straight can be used as
a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im-
mediately following erosion or other damage.
TEMPORARY SEEDING SCHEDULE -
SUMMER
Seeding mixture
Species Rate (Ib/acre)
German millet 40
In the Piedmont and Mountains, a small -stemmed Sudangrass may be
substituted at a rate of 50 Ib/acre.
Seeding dates
Mountains - May 15 -Aug. 15
Piedmont - May 1 -Aug. 15
Coastal Plain - Apr. 15 -Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 Ib/acre ground
agricultural limestone and 750 Ib/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. A disk with blades set nearly
straight can be used as an anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, fertilize and mulch
immediately following erosion or other damage.
TEMPORARY SEEDING SCHEDULE -
FALL
Seeding mixture
Species Rate (Ib/acre)
Rye (grain) 120
Seeding dates
Mountains -Aug. 15 -Dec. 15
Coastal Plain and Piedmont - Aug. 15 -Dec. 30
Soil amendments
Follow soil tests or apply 2,000 Ib/acre ground agricultural lime-
stone and 1,000 Ib/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt,
netting or a mulch anchoring tool. A disk with blades set nearly
straight can be used as a mulch anchoring tool.
Maintenance
Repair and refertilize damaged areas immediately. Topdress with
50 Ib/acre of nitrogen in March. If it is necessary to extend
temporary cover beyond June 15, overseed with 50 Ib/acre Kobe
(Piedmont and Coastal Plain) or Korean (Mountains) lespedeza in
late February or early March.
GROUND STABILIZATION
CRITERIA SUMMARY
PERIMETER DIKES, SWALES,
7 DAYS
NONE
DITCHES, AND SLOPES
0.0'
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HIGH QUALITY WATER
7 DAYS
NONE
(HQW) ZONES
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SLOPES STEEPER
7 DAYS
IF SLOPES ARE 10' OR LESS IN
THAN 3:1
7.3'
LENGH AND ARE NOT STEEPER
8'
0.0'
THAN 2:1, 14 DAYS ARE ALLOWED.
SLOPES 3:1 OR FLATTER
14 DAYS
7 -DAYS FOR SLOPES GREATER
2.0'
7.8'
THAN 50' IN LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE (EXCEPT FOR PERIMETERS
SLOPES FLATTER THAN 4:1
8.1'
AND HQW ZONES)
GENERAL NOTES
1. ALL SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND NATIONAL
REGULATORY STANDARDS AND ALL REQUIREMENTS IN THE PROJECT TECHNICAL SPECIFICATIONS.
2. THE CONTRACTOR SHALL PROVIDE DURING CONSTRUCTION, AND ANY SUBSEQUENT
MAINTENANCE, PROPER SIGNS, SIGNAL LIGHTS, FLAGMEN AND OTHER WARNING DEVICES FOR THE
PROTECTION OF TRAFFIC IN CONFORMANCE WITH THE LATEST MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES FOR STREETS AND HIGHWAYS INCLUDING ANY SUBSEQUENT AMENDMENTS OR
SUPPLEMENTS. THE CONTRACTOR SHALL GIVE NOTICE TO THE NCDOT DISTRICT ENGINEER PRIOR
TO STARTING ANY CONSTRUCTION ACTIVITY WITHIN NCDOT RIGHT-OF-WAY.
3. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL SITEWORK CONSTRUCTION AND
SCHEDULING AS REQUIRED TO PERMIT THE INSTALLATION OR CONSTRUCTION OF OTHER TRADES
IN A LOGICAL SEQUENCE, (IE: BUILDING CONTRACTORS, ELECTRICAL CONTRACTOR, ETC.).
4. THESE PLANS SHOULD NOT BE USED IN ANY WAY FOR THE SALE OR CONVEYANCE OF LAND
AND/OR RIGHT-OF-WAYS.
5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO INSTALL AND MAINTAIN ADEQUATE EROSION
CONTROL DEVICES (SILT FENCE, SEDIMENT TRAPS AND BASINS, DITCH CHECKS, INLET
PROTECTION, CONSTRUCTION ENTRANCES ETC.) AS REQUIRED TO PREVENT ANY OFFSITE
SEDIMENTATION, SILTATION OF CREEKS OR TRACKING OF MUD OR DEBRIS ONTO PUBLIC ROADS.
ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH THE NC SEDIMENTATION
CONTROL COMMISSION, EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, AND
THE APPROVED DESIGN PLANS AND SPECIFICATIONS.
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION
AND TO NOTE ANY CONFLICTS. THE LOCATION OF SOME UTILITIES SHOWN ON THE PLANS HAVE
BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON THE PLANS AND IT IS
THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR LOCATION PRIOR TO CONSTRUCTION.
ANY DAMAGE TO UTILITIES INCURRED DURING OR RESULTING FROM CONSTRUCTION ACTIVITY IS
THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE REPAIRED AT THE CONTRACTOR'S
EXPENSE. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE
CONSTRUCTION ACTIVITY IS TO BEGIN. ADDITIONALLY, THE CONTRACTOR SHALL NOTIFY NC ONE
CALL AT 1-800-632-4949, 48 HOURS BEFORE CONSTRUCTION BEGINS.
7. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO MAINTAIN ADEQUATE JOB SAFETY AND
SECURITY THROUGHOUT THE DURATION OF PROJECT CONSTRUCTION.
8. ALL PROPOSED FINISH ELEVATIONS ARE THE FINAL ELEVATIONS INDICATED FOR ASPHALT,
CONCRETE OR GROUND. SEE APPROPRIATE DETAILS TO DETERMINE SUBGRADE ELEVATIONS.
9. ALL DIMENSIONS ARE PARALLEL AND PERPENDICULAR TO BASE LINES, PROPERTY LINES AND
BUILDING LINES UNLESS OTHERWISE NOTED. ALL DIMENSIONS ARE HORIZONTAL UNLESS
OTHERWISE NOTED.
10. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD BEFORE CONSTRUCTION. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FIELD DIMENSIONS. IF THE PLANS DIFFER FROM
ACTUAL FIELD CONDITIONS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER
AND ENGINEER IMMEDIATELY PRIOR TO PROCEEDING WITH
CONSTRUCTION.
11. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT PUBLIC AND PRIVATE PROPERTIES
THROUGHOUT CONSTRUCTION. ANY DAMAGE TO PUBLIC OR PRIVATE PROPERTIES THAT IS A
RESULT OF CONSTRUCTION, SHALL BE PROPERLY REPAIRED BY THE CONTRACTOR AT THE
CONTRACTOR'S EXPENSE.
12. THE CONTRACTOR IS TO COORDINATE ALL TIE-IN WORK WITH THE UTILITY OWNER AND THE
ENGINEER. ANY DISRUPTION IN THE SERVICE OF EXISTING UTILITIES WILL REQUIRE THE
PERMISSION OF THE UTILITY OWNER.
13. ALL CUT AND FILL SLOPES SHALL BE 2 (HORIZONTAL) TO 1 (VERTICAL) OR FLATTER UNLESS
OTHERWISE NOTED.
14. ANY RIGHT-OF-WAYS, EASEMENTS AND PROPERTY DESCRIP11ONS OR ACQUISITIONS WHICH
MAY BE REQUIRED FOR THIS PROJECT ARE TO BE PROVIDED BY OTHERS.
15. IT IS THE CONTRACTOR'S RESPONSIBILITY TO SCHEDULE AND COORDINATE ALL SITE VISITS
BY THE ENGINEER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AT LEAST THREE DAYS IN
ADVANCE OF UTILITY INSTALLATION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP OPEN
UTILITY TRENCHES SAFE AND SECURE. NO TRENCHES SHALL BE LEFT OPEN WHEN WORK CREWS
ARE NOT ON SITE. ONCE THE ENGINEER'S SITE VISIT HAS BEEN CONDUCTED, IT IS THE
CONTRACTOR'S RESPONSIBILITY TO PROPERLY BACKFILL THE OPEN TRENCHES ON THE SAME
WORKING DAY.
16. THE EXISTING PROPERTY LINES, LOCATION AND TOPOGRAPHIC INFORMATION WERE PREPARED
BY OTHERS AND DOES NOT REPRESENT THE WORK OF CIVIL DESIGN CONCEPTS, PA.
17. ALL DEBRIS, STRUCTURES AND UTILITIES TO BE DEMOLISHED AND REMOVED FROM THE
PROJECT SITE ARE NOT SHOWN ON THIS PLAN. ANY ADDITIONAL DEBRIS, STRUCTURES AND
UTILITIES ENCOUNTERED DURING CONSTRUCTION, WHICH IN THE OPINION OF THE ENGINEER
SHOULD BE DEMOLISHED AND REMOVED, SHALL BE DISPOSED OF OFF-SITE AT THE
CONTRACTOR'S EXPENSE. IN ACCORDANCE WITH APPLICABLE LOCAL, STATE & FEDERAL
REGULATIONS. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY REQUIRED PERMITS.
18. IT IS RECOMMENDED THAT THE CONTRACTOR OBTAIN A SOIL SAMPLE OF THE AREA TO BE
DISTURBED AND HAVE THE SAMPLE EVALUATED PRIOR TO SEEDING IN ORDER TO PROVIDE A
DETAILED DESCRIPTION OF LIME AND FERTILIZE APPLICATION RATES.
6" THICK OF 4000 P.S.I.
CONCRETE
8" COMPACTED STONE BASE, TYP.
NOTE: COMPACTED SUBGRADE
1. THIS TYPICAL PAVEMENT SCHEDULE SHALL APPLY UNLESS INDICATED OTHERWISE IN THE
GEOTECHNICAL ENGINEERING REPORT PREPARED FOR THE SUBJECT SITE CONDITIONS AND
ANTICIPATED USAGE.
HEAVY DUTY CONCRETE SECTION
NOT TO SCALE
1/2" DEEP TOOLED
JOINT SEALER
DISCONTINUE WWF 1/2" JOINT
2" FROM SIDES OF I FILLER
EXPANSION JOINT
EXPANSION (ISOLATION) JOINT
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SLOPE AWAY FROM BLDG.
@ 2%, TYPICAL UNLESS
NOTE OTHERWISE
6"x 6% WIA x W1.4
WWF 2" CLR. FROM TOP,
TYPICAL ALL SIDEWALK
4" OF CABC
1/8" TOOLED
RADIUS, TYP. 1/8"
�- FILL WITH TOOLED
JOINT SEALER
1-112"
��DISCONTINUE WWF 2"
FROM SIDE OF
CONTRACTION JOINTS
GROOVED
CONTRACTION (CONTROL) JOINT
PROVIDE EXPANSION AND
CONTRACTION JOINTS AS
REQUIRED
4" THICK CONCRETE
SIDEWALK, MAX. SLOPE
TRANSVERSE TO PRIMARY
TRAFFIC PATTERNS, TYPICAL
SLOPE FINISH GRADES
AWAY FROM SIDEWALK
(TYPICAL)
-- FINISH GRADES TO BE FLUSH
WITH SIDEWALK EDGES, TYPICAL
CONTRACTION
OR EXPANSION
JOINT, TYPICAL
=5%(1'/20') NOTES: rL_-%14 VICVV
1. ALL SIDEWALK SHALL BE MINIMUM 4" THICK, REINFORCED 4,000 PSI AIR -ENTRAINED CONCRETE.
2. SEE PLAN FOR SIDEWALK LOCATIONS AND DIMENSIONS.
WELL COMPACTED 3. PROVIDE EXPANSION JOINTS AT MAXIMUM 50 FT. INTERVALS IN ANY DIRECTION AND AT ALL
-SUITABLE SUBGRADE LOCATIONS WHERE SIDEWALK JOINS BUILDING OR FIXED OBJECTS.
(ALL LOCATIONS)
4. CONTRACTOR TO SUBMIT DIMENSIONED JOINT LAYOUT SKETCHES ON ALL SIDEWALKS TO THE
ENGINEER FOR APPROVAL PRIOR TO CONSTRUCTION.
SECTION VIEW
TYPICAL SIDEWALK DETAIL
NOT TO SCALE
HI -VISIBILITY CROSSWALK
SIDEWALK
WCR
24" WHITE
CROSSWALK LINE
24 GAP
24" WHITE
CROSSWALK LINE
10' MIN. WIDTH
LEGEND
0 DIRECTION OF
0 TRAFFIC FLOW
ZIL WCR WHEELCHAIR RAMP
STOPBAR
STANDARD CROSSWALK
CRO STO
WALK CROSSWALK $, WHITE
CROSSWALK LINES
GENERAL NOTES
1- THE MINIMUM WIDTH OF STANDARD CROSSWALKS IS 6 FEET. THE MINIMUM WIDTH
OF HI -VISIBILITY CROSSWALKS IS 10 FEET.
2- CENTER CROSSWALKS TO THEIR CORRESPONDING WHEELCHAIR RAMPS, BUT DO NOT
SET THEM WITHIN THE INTERSECTION AREA ESTABLISHED BY BISECTING THE
INTERSECTION RADII.
3- PLACE STOP BARS A MINIMUM OF 4 FEET FROM NEAREST CROSSWALK LINE, BUT NOT
WITHIN THE AREA OF A WHEELCHAIR RAMP. PLACE STOP BARS PARALLEL TO
CROSSWALK LINES, BUT CAN BE PLACED PERPINDICULAR TO TRAVEL LANES.
4- COORDINATE PLACEMENT OF CROSSWALKS IN ALL CASES WITH THE LOCATION OF
WHEELCHAIR RAMPS. (SEE SIGNAL PLANS).
ISOMETRIC VIEW
NOTES:
1. DETECTABLE WARNING DOMES SHALL COVER 2`-0" LENGTH AND FULL WIDTH OF THE
RAMP FLOOR AS SHOWN ON THE DETAILS.
2. OBTAIN 70% CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT -ON -DARK,
OR DARK -ON -LIGHT SEQUENCE COVERING THE ENTIRE RAMP.
W
A
RAMP WIDTH AREA IS VARIABLE
_
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5'
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BASE DIAMETER
i 0.45"R TO 0.70"R
TOPDVMETER OF NO U1
THAN 50%70 NO MOI
THAN 65% OF THE BASE
DIAMErER
7.8'
7.3'
6.5'**
8'
0.0'
8.8'
7.3'
6.5'-
W
A
W+A+9"
X
B
5'
0.0'
5.8'
5.8'
5.0'*
6'
0.0'
6.8'
6.8'
6.0'
7'
0.0'
7.8'
7.3'
6.5'**
8'
0.0'
8.8'
7.3'
6.5'-
5'
2.0'
7.8'
7.S'
5.0'
5'
2.5'
8.3'
8.1'
4.8'
5'
3.0'
8.8'
8.3'
4.4'
5'
3.5'
9.3'
8.4'
4.1'
5'
4.0' 1
9.8'
8.8'
3.8'
5'
4.5' 1
1D.V
8.7'
3.4'
5'
6.0'
10.8'
8.9'
3.1'
DROP CURB
STD. 21-(
). B = DISTANCE FROM FRONT EDGE OF SIDEWALK
;�. o.' a `:,• TO BACK POINT OF 12:1 (8.33%) SLOPE.
',y ' •° �' ' ' ° °'' •' •'!' ' ' ° * BACK OF SIDEWALK DROP REQUIRED FOR ALL
"B" SIDEWALK SLOPES.
C NCRETE ** BACK OF SIDEWALK DROP REQUIRED FOR
DETECTABLE WARNING DOMES SIDEWALK SLOPES 0.04.
0.02 (MIN.
0.08 (MAX.;
0.04 NORM.
X.
SECTION B -B
W
SIDEWALK (5' STD.)
B
... ....... ._ __ .__._._
0.01 __-�
MIN.
0.04 MAX.) I 4"
0.02 (NORM.) j
SIDEWALK 6'-0" 3'-4" ^" �0_p_q_F
ELEVATION; CURB CURB \ Ufl
TRANSITION DROP TRANSITION
CURB
l - GUTTER,
VARIABLE SLOPES NOTT,,,,.--•''
TO EXCEED 12:1 (8.33%)
SECTION A -A
(SEE NOTE 13)
NOTE: A PORTION OF ONE OR BOTH RAMPS
MAY EXTEND OUTSIDE THE RETURN.
- EXPANSION JOINT
T( EE STD. 848.01)
4" Aj
< l`1
9�qy\F yet EXPANSION JOINT ,
8 F (SEE STD. 848.01);'
BIDEWALK
r -
D
ANY RADII
(40" MIN. FLOOR WIDTH)
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DATE: FEBRUARY 25, 2016
DRAWN BY: SKB
CDC PROJECT NO.: 21220
SHEET
C921

MIN. 10 GA.
LINE WIRES
VARIABLE AS DIRECTED BY THE ENGINEER
STEEL POST
_PLASTIC OR NOTE:
WIRE TIES
USE SILT FENCE ONLY WHEN
2 GA. DRAINAGE AREA DOES NOT
/ EXCEED 1/4 ACRE AND NEVER IN 0
INTERMEDIATE AREAS OF CONCENTRATED FLOW -1
WIRES N
GRADE
-'* FOR REPAIR OF SILT
SILT FENCE FILTER FABRIC FENCE FAILURES, USE
No. 57 WASHED STONE,
AS AN ANCHOR WHEN SILT
FRONT VIEW FENCE IS PROTECTING
CATCH BASIN.
CONSTRUCTION NOTES
1. CONSTRUCT THE SEDIMENT BARRIER OF STANDARD STRENGTH OR
EXTRA STRENGTH SYNTHETIC FILTER FABRICS.
2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT
EXCEED 24" ABOVE THE GROUND SURFACE. (HIGHER FENCES MAY
IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE OF
THE STRUCTURE.)
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO
THE LENGTH OF THE BARRIER TO AVOID JOINTS. WHENINT
JO S ARE
NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT A
SUPPORT POST WITH 4' MIN. OVERLAP TO THE NEXT POST.
4. SUPPORT STANDARD STRENGTH FILTER FABRIC BY WIRE MESH
FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS.
EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM OF THE TRENCH.
FASTEN THE WIRE RENFORCEMENT THEN THE FABRIC ON THE
UPSLOPE SIDE OF THE FENCE POST. WIRE OR
PLASTIC TIES
SHOULD HAVE A MIN. 50 Ib TENSILE STRENGTH.
5. EXCAVATE A TRENCH APPROXIMATELY 4" WIDE
AND 8" DEEP ALONG
THE PROPOSED LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
6. PLACE 12" OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE
TRENCH.
7. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC
AND COMPACT. THOROUGH COMPACTION OF THE BACKFILL IS
CRITICAL TO SILT FENCE PERFORMANCE.
8. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
MAINTENANCE NOTES
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A
WEEK AND AFTER EACH RAINFALL MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE
COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY
TO PROVIDE ADEQUATE STORAGE VOLUME FOR
THE NEXT RAIN AND TO REDUCE PRESSURE
ON THE FENCE. TAKE CARE TO AVIOD
UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS AND BRING
THE AREA TO GRADE AND STABILIZE IT AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN
PROPERTY STABILIZED.
SILT FENCE
NOT TO SCALE
0
1
N
STEEL POST
— WOVEN WIRE FABRIC
— SILT FENCE FILTER FABRIC
FILL
5 SLOPE
GRADE
ANCHOR 12" LONG SKIRT IN
TRENCH 8" DEEP AND 4" WIDE*
SIDE VIEW
MATERIALS NOTES
1. USE A SYNTHETIC FILTER FABRIC OF AT
LEAST 95% BY WEIGHT OF POLYOLEFINS OR
POLYESTER, WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING
TO THE REQUIREMENTS IN ASTM D 6461,
WHICH IS SHOWN IN PART IN TABLE 6.62b OF
THE NCDENR EROSION AND SEDIMENT
CONTROL PLANNING AND DESIGN MANUAL.
SYNTHETIC FILTER FABRIC SHOULD CONTAIN
ULTRAVIOLET RAY INHIBITORS AND
STABILIZERS TO PROVIDE A MINIMUM OF 6
MONTHS OF EXPECTED USUABLE
CONSTRUCTION LIFE AT A TEMPERATURE
RANGE OF 0 TO 1207.
2. ENSURE THAT POSTS FOR SEDIMENT FENCES
ARE 1.33 LB/ LINEAR FT STEEL WITH
A
MINIMUM LENGTH OF 5 FEET. MAKE SURE
THAT STEEL POSTS HAVE PROJECTIONS TO
FACILITATE FASTENING THE FABRIC.
3. FOR REINFORCEMENT OF STANDARD STRENGTH
FILTER FABRIC, USE WIRE FENCE WITH A
MINIMUM 14 GAUGE AND A MAXIMUM MESH
SPACING OF 6 INCHES.
.....\,.i.. B
F I
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SECTION X -X
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FOR MANHOLE COVER & FRAME
OPT"IONALaCE0
, TO C,
BRICK NOV BE USED
TO ADJUST FRAME A
COVER TO SURFACE
ELEVATION, mm. i'
£ _
SECTION
- C OR a - D
GENERAL NOTE5>
OHA,4V,ER ALL EXPOSED CORNERS I '.
USE 3
13..E arr.>AS: .,,. CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION _ MONOLITHIC
`CYrL
,c KEYWAY, 0S
=[4 REAR DOWELS AT 12„ CENTERS AS DIRECTED BY THE ENGINEER
USE FORMS TO ICONSTRUCT THE-, BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET N BASE SLAB 0R BOX,
ADD € i BASE AS SHOWN ON STANDARD NO. 840 = 00 .
PROIf'w0E ALL JUNCTION BOXES OVER S`-Sx: IN DEPTH WITH STEPS
1 ON CENTERS IN \ACCORDANCE WITH STC.. NO, 640 66,.
ADJUST THE: STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
T0INCLUDE THE ADDITION THE MANHOLE {:I DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP .'v'.SAz„, ADDITIONAL AA. V, .R:£:: `�B's..E
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
DEPTH N��S r>a s_`I-g� 3.s; THIS STRUCTURE FROM TOP OF BOTTOM SLAB T �" TOP
ELEVAT?ON IS 12 E::,....
DIMENSIONS AND QUANTITIES ES O OR CONCRETE JUNCTION BOXI S
DIMENSIONS OF BOX AND PIP "7, ..,...„...�..,..r....,x.�`'"aP CLAE.>.,. ��.C€::�•�a �,. ?Cia`t.” c� s” ,..;.�.m,:c* FOR y
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N QUANTITIES l>i v..
QUAN a ; 0 "C# s ONE
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.a PE € �.°�?N I51"B?Tii £ HE:C%11� ARtT '>A" zN S0� BOX �`._A C � Ir.:
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DATE: FEBRUARY 25, 2016
DRAWN BY: SKB
CDC PROJECT NO.: 21220
SHEET
C922