20130686 Ver 1_Site Plan_20130708

Strickland, Bev
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signed plans in pdf form.

CITY of
ASHEVILLE
PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNER (S):
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DBA 371 PG.0077
9668 -03 -9619 DBA 371 PG.0077
9668 -04 -7497 DBA 371 PG.0077
PROPERTY SIZE:
131.70 ACRES
BUILDING SETBACKS:
N/A
NUMBER OF BUILDINGS:
0
BUILDING HEIGHT:
N/A
ZONING DISTRICT:
RS2, RM8, RM16
DISTURBED AREA:
11.40 ACRES (GRADING AREA AND RESURFACING)
GRADING AREA:
5.16 ACRES
TOTAL PRE — DEVELOPMENT PERVIOUS AREA:
7.99 ACRES
TOTAL PRE — DEVELOPMENT IMPERVIOUS AREA:
3.41 ACRES
TOTAL POST— DEVELOPMENT PERVIOUS AREA:
7.49 ACRES
TOTAL POST— DEVELOPMENT IMPERVIOUS AREA:
3.91 ACRES (0.38% PROPERTY INCREASE)
I
II
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PLAN
20 0 10 20 40 60
GRAPHIC SCALE I INCH = 20 FEET
BUILDING
DORATO FRANK H & DORATO MARY F
9668058282
ZONING: RS4
BUILDING
STI GATE
_VE BOX
/ uP PROPOSED`
- _ _ _ -...\ - - _
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BUNCOMBE COUNTY, NORTH CAROLINA
BP# 12 -6939
SCHEDULE OF DRAWINGS
G -001 ..... COVER SHEET C -121 ..... GRADING AND EROSION CONTROL PLAN C -151 ..... SIGNAGE PLAN
C -119 ..... SITE PLAN
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SEAL e =
= e 027788 S =
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A SSOCIATES`
ENGINEERING • PLANNING • FINANCE
55 BROAD STREET ASHEVILLE, NC 28801 PH. (828) 252 -0575 FIRM LICENSE # C -0459 MARCH, 2013
REV: APRIL, 2013
G -002 .....
LEGENDS AND SHEET INDEX
C -122 .....
GRADING AND EROSION CONTROL PLAN
C -152 .....
SIGNAGE PLAN
CE -101 ....
EXISTING CONDITIONS AND DEMOLITION PLAN
C -123 .....
GRADING AND EROSION CONTROL PLAN
C -153 .....
SIGNAGE PLAN
CITY of
°
p
CE -102 ....
EXISTING CONDITIONS AND DEMOLITION PLAN
C -124 .....
GRADING AND EROSION CONTROL PLAN
C -154 .....
SIGNAGE PLAN
ASHEVILLE
4
BOTANY
Uv
UZU
CE -103 ....
EXISTING CONDITIONS AND DEMOLITION PLAN
C -125 .....
GRADING AND EROSION CONTROL PLAN
C -155 .....
SIGNAGE PLAN
NAME AND LOCATION OF PROJECT:
ENGINEER:
G�
G
LAKE CRAIG /AZALEA ROAD IMPROVEMENTS
BILLY J. ROARK, PE
o° oAI c
CE -104 ....
EXISTING CONDITIONS AND DEMOLITION PLAN
C -126 .....
GRADING AND EROSION CONTROL PLAN
C -156 .....
SIGNAGE PLAN
�
E
Y
FLOOD MANAGEMENT PROJECT
McGILL ASSOCIATES, P.A.
P
GR °�F
MOFFj�
CE -105 ....
EXISTING CONDITIONS AND DEMOLITION PLAN
C -127 .....
GRADING AND EROSION CONTROL PLAN
C -157 .....
SIGNAGE PLAN
69 GASHES CREEK ROAD
55 BROAD STREET
RD
7
CE -106 ....
EXISTING CONDITIONS AND DEMOLITION PLAN
C -128 .....
GRADING AND EROSION CONTROL PLAN
C -158 .....
SIGNAGE PLAN
ASHEVILLE, NORTH CAROLINA 28805
ASHEVILLE, NORTH CAROLINA 28801
(828) 252 -0575
AD VETERANS
vMINISTRATION
7� SKYVIEW
CE -107 ....
EXISTING CONDITIONS AND DEMOLITION PLAN
C -129 .....
GRADING AND EROSION CONTROL PLAN
C -159 .....
SIGNAGE PLAN
PROPERTY OWNER(S):
T N
�� HOSPITAL
� MEMORIAL ��M•
S
Q0 CEMETARY moo.
RD.
CE -108 ....
EXISTING CONDITIONS AND DEMOLITION PLAN
C -131 .....
UTILITY PLAN
C -401 .....
PROPOSED ROAD PROFILE
CITY OF ASHEVILLE
STORMWATER DESIGN:
Ir
gRPNO
8��k
P.O. BOX 7148
��
CE -109 ....
EXISTING CONDITIONS AND DEMOLITION PLAN
C -132 .....
UTILITY PLAN
C -501 .....
MISCELLANEOUS DETAILS
FRED GROGAN, RLA
$'
70 5P
ASHEVILLE NORTH CAROLINA 28802
EQUINOX ENVIRONMENTAL CONSULTATION AND DESIGN, INC.
OTEEN
OUNTq o
AZALEA a
C -101 .....
MASTER PLAN
C -133 .....
UTILITY PLAN
C -502 .....
MISCELLANEOUS DETAILS
(828) 259 -5846
37 HAYWOOD STREET, SUITE 100
w
C -102 .....
MASTER PLAN
C -134 .....
UTILITY PLAN
C -503 .....
MISCELLANEOUS DETAILS
ASHEVILLE, NORTH CAROLINA 28801
0
CONTACT PERSON:
ww
C -103 .....
MASTER PLAN
C -135 .....
UTILITY PLAN
C -504 .....
MISCELLANEOUS DETAILS
(828) 253 -6856
ASHEVILLE
MUUNIF IPAL
40 00
McCRAY COATES, PE
=O�
COURSE ==e
C -104 .....
MASTER PLAN
C -136 .....
UTILITY PLAN
C -505 .....
MISCELLANEOUS DETAILS
P.O. BOX 7148
RIVER RELOCATION ENGINEER:
C -105 .....
MASTER PLAN
C -137 .....
UTILITY PLAN
C -506 .....
MISCELLANEOUS DETAILS
ASHEVILLE, NORTH CAROLINA 28802
GRANT GINN, PE
(828) 259 -5966
W
C -106 .....
MASTER PLAN
C -138 .....
UTILITY PLAN
C -507 .....
MISCELLANEOUS DETAILS
WOLF CREEK ENGINEERING, PLLC
7 FLORIDA AVENUE
i
C -107 .....
MASTER PLAN
C -139 .....
UTILITY PLAN
C -600 .....
RIVER RELOCATION DETAILS
PROJECT
WEAVERVILLE, NORTH CAROLINA 28787
C -108 .....
MASTER PLAN
C -141 .....
CONSTRUCTION STAGING PLAN
RE -101 ....
REVEGETATION PLAN
(828) 658 -3649
40
LOCATION
e��
C -109 .....
MASTER PLAN
C -142 .....
CONSTRUCTION STAGING PLAN
RE -102 ....
REVEGETATION PLAN
N
STRUCTURAL ENGINEER:
C -111 .....
SITE PLAN
C -143 .....
CONSTRUCTION STAGING PLAN
SW -105 ....
STORMWATER PLAN
D. PAUL FAMA, PE
74A
C -112 .....
SITE PLAN
C -144 .....
CONSTRUCTION STAGING PLAN
SW -106 ....
STORMWATER PLAN
SKA CONSULTING ENGINEERS, INC.
OyROTTF
��
C -113 .....
SITE PLAN
C -145 .....
CONSTRUCTION STAGING PLAN
SW -107 ....
STORMWATER DETAILS
530 HENDERSONVILLE ROAD
=
ASHEVILLE, NORTH CAROLINA 28803
C -114 .....
SITE PLAN
C -146 .....
CONSTRUCTION STAGING PLAN
SW -108 ....
STORMWATER PLANTING PLAN
(828) 274 -4440
C -115 .....
SITE PLAN
C -147 .....
CONSTRUCTION STAGING PLAN
S0.1 .......
ABBREVIATIONS AND GENERAL NOTES
VICINITY MAP
NOT TO SCALE
C -116 .....
SITE PLAN
C -148 .....
CONSTRUCTION STAGING PLAN
S1.1 .......
FOUNDATION PLAN
C -117 .....
SITE PLAN
C -149 .....
CONSTRUCTION STAGING PLAN
S2.1 .......
FOUNDATION DETAILS
C -118 .....
SITE PLAN
S2.2 .......
FOUNDATION DETAILS
C -119 ..... SITE PLAN
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SEAL e =
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A SSOCIATES`
ENGINEERING • PLANNING • FINANCE
55 BROAD STREET ASHEVILLE, NC 28801 PH. (828) 252 -0575 FIRM LICENSE # C -0459 MARCH, 2013
REV: APRIL, 2013

EXISTING CONDITIONS LEGEND
TEL
PED
TELEPHONE PEDESTAL
1962
CALCULATED POINT
ELEC
SPED
ELECTRIC PEDESTAL
GIPS
1/2" REBAR SET WITH CAP
o CATV
RESURFACE EXISTING
CMP
ASPHALT PAVEMENT
PED
CABLE TV PEDESTAL
■...... ■
CONCRETE MONUMENT
u
STORM DRAINAGE PIPE WITH
ACM
FLARED END SECTION AND
SIGN
SIGN
-R /W
RIGHT —OF —WAY MONUMENT
CAN
WITH MATTING
®DOT
AIR RELEASE VALVE
RBF
UNDERGROUND CABLE TV SIGN
MON
D.O.T. CONTROL POINT
BUG FOC
UNDERGROUND FIBER OPTIC CABLE SIGN
•RBF
REBAR FOUND
BUG Tcs
UNDERGROUND TELEPHONE CABLE SIGN
ORRSPIKE
RAILROAD SPIKE
UG GAS
UNDERGROUND GAS LINE SIGN
o PK NL
PK NAIL FOUND /SET
�UG ELEC
UNDERGROUND ELECTRIC LINE SIGN
0 SPINDLE
SPINDLE FOUND SET
LP
CENTERLINE
®CPHUB
C
LIGHT POLE
WMO
HUB & TACK SET
• UP
UTILITY POLE
CP /NL GPS
CONTROL POINT NAIL SET / FOUND
E
GUY WIRE ANCHOR
MCP /NL
CONTROL POINT /NAIL SET GPS
TRAFFIC SIGNAL POLE
0CP /TEMP
CONTROL POINT TEMPORARY MARK
R(D
RAILROAD CROSSING SIGNAL
NGS METAL ROD
NATIONAL GEODETIC SURVEY METAL ROD
Q
MANHOLE
NGS CM
NATIONAL GEODETIC SURVEY CONCRETE MONUMENT
SS
Q MH
SANITARY SEWER MANHOLE
0
TEMPORARY CONTROL POINT SET
Q SDMH
STORM DRAIN MANHOLE
®
NETWORK TRIANGULATION POINT
Q
COMMUNICATION MANHOLE
ELMMH
Q MH
ELECTRICAL MANHOLE
STAKE
STAKE FOUND
Q J.B.
JUNCTION BOX
INTERSTATE HIGHWAY
SPIGOT
SPIGOT /YARD HYDRANT
66FFE
U.S. HIGHWAY
O C.O.
SEWER CLEAN —OUT
*ELEVATION
FINISHED FLOOR ELEVATION
O E.ss
ELECTRIC SERVICE STUB —OUT
MW
MONITORING WELL
0 G.SS
GAS SERVICE STUB —OUT
� Pz
PIEZOMETER
®cB
CATCH BASIN
0
LANDFILL GAS MONITORING PROBE
°CI
CURB INLET
0
SURFACE WATER SAMPLING LOCATION
OwM
WATER METER
69
LANDFILL GAS VENT
AFH
FIRE HYDRANT
O
LANDFILL GAS COLLECTION WELLHEAD
D° wv
WATER VALVE
w
POTABLE WATER WELL
oa BLOW OFF VALV.
BLOW OFF VALVE
OMB
MAILBOX OR PAPER BOX
b G/M
GAS METER
OPB
POSTAL DROP BOX
b G/V
GAS VALVE
3 SAT DISH
SATELLITE DISH
Dla IcV
IRRIGATION CONTROL VALVE
°YARD ORNAMENT
STATUE, BIRD BATHS, ETC.
°° Plv
POST INDICATOR VALVE
TREES
® E.JUNC
ELECTRIC JUNCTION BOX OR OUTLET
0
SHRUBS / BUSHES
° SIG
Box
TRAFFIC SIGNAL BOX
fu ur)Dl-7nklTAi
GROUND DISTANCE
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(G) NC STATE PLANE GRID DISTANCE
CULVERT
FENCE
SILT FENCE
GUARD RAIL
APPROXIMATE LOCATION OF
EXISTING SEWER LINES
APPROXIMATE LOCATION OF
EXISTING WATER LINES
APPROXIMATE LOCATION OF
EXISTING GAS LINES
TOP & TOE LINES
DITCH LINES
APPROXIMATE LOCATION OF
UNDERGROUND CABLE TV LINE
APPROXIMATE LOCATION OF
OVERHEAD CABLE TV LINE
APPROXIMATE LOCATION OF
UNDERGROUND FIBER OPTIC CABLE LINE
APPROXIMATE LOCATION OF
UNDERGROUND ELECTRIC LINE
APPROXIMATE LOCATION OF
OVERHEAD ELECTRIC LINE
APPROXIMATE LOCATION OF
UNDERGROUND TELEPHONE LINES
APPROXIMATE LOCATION OF
OVERHEAD TELEPHONE LINES
RIGHT —OF —WAY
TREELINE
SHRUBLINE
PROPERTY LINE NOT SURVEYED
ROCKLINE
PROPOSED DEMOLITION LEGEND
ASPHALT PAVEMENT
TO BE DEMOLISHED AND REMOVED
���' �, PIPE
X % r T'
�""� TO BE DEMOLISHED AND REMOVED
STRUCTURE
TO BE DEMOLISHED AND REMOVED
TREE
TO BE REMOVED
PROPOSED SITE WORK LEGEND
1960
10' CONTOUR
1962
2' CONTOUR
O
PROPOSED
EM
ASPHALT PAVEMENT
.
RESURFACE EXISTING
CMP
ASPHALT PAVEMENT
:.a .
CONCRETE PAVEMENT
■...... ■
HANDICAP ACCESS RAMP
PROPOSED EROSION CONTROL
AND STORM DRAINAGE LEGEND
-- -- - --- --- — -- - -- STREAM LINE PROPOSED WATER LEGEND
— —
DROP INLET WITH
DB
TEMPORARY INLET PROTECTION
O
JUNCTION BOX
EM
LIMITS OF DISTURBED AREA
.
TEMPORARY SILT FENCE
CMP
STABILIZED CONSTRUCTION
CONC
ENTRANCE
■...... ■
STORM DRAINAGE PIPE
u
STORM DRAINAGE PIPE WITH
DIP
FLARED END SECTION AND
E &T
RIPRAP OUTLET PROTECTION
FOC
SLOPE STABILIZATION
IPS
WITH MATTING
-- -- - --- --- — -- - -- STREAM LINE PROPOSED WATER LEGEND
— —
CENTERLINE ROADS
DB
DEED BOOK
-q-q
CENTERLINE OTHER THAN ROADS
W
WATER LINE
%,,.
SWAM PLINE /WETLANDS
CMP
CORRUGATED METAL PIPE
CONC
CONCRETE
CMU
CONCRETE MASONRY UNIT
u
APPROXIMATE LOCATION of
DIP
FIRE HYDRANT, VALVE AND TEE
E &T
OVERHEAD UTILITY LINE
FOC
FIBER OPTIC CABLE
IPS
IRON PIN SET
0/H
AIR RELEASE VALVE
RBF
REBAR FOUND
j
VALVE
OTIPF
OPEN TOP IRON PIN FOUND
PVC
POLYVINYL CHLORIDE PIPE
CTIPF
CRIMPED TOP IRON PIN FOUND
PG
BLOWOFF (DISCHARGE TO STREAM /DITCH)
CMU
CONCRETE MASONRY UNIT
DOT
DEPARTMENT OF TRANSPORTATION
R/W
RIGHT OF WAY
NCSP
BLOWOFF (TRAFFIC BEARING)
q_
CENTERLINE
O
C
CURVE (SEE CURVE TABLE)
WMO
WATER METER
POB
POINT OF BEGINNING
w
c?
CID
CALCULATED POINT
cn
z o
PB
PLAT BOOK
DB
DEED BOOK
L
LINE (SEE LINE TABLE)
BLDG
BUILDING
CIP
CAST IRON PIPE
CMP
CORRUGATED METAL PIPE
CONC
CONCRETE
CMU
CONCRETE MASONRY UNIT
CPP
CORRUGATED PLASTIC PIPE
DIP
DUCTILE IRON PIPE
E &T
ELECTRIC & TELEPHONE
FOC
FIBER OPTIC CABLE
GIP
GALVANIZED IRON PIPE
0/H
OVERHEAD
RCP
REINFORCED CONCRETE PIPE
U/G
UNDERGROUND
VCP
VITRIFIED CLAY PIPE
PVC
POLYVINYL CHLORIDE PIPE
FFE
FINISHED FLOOR ELEVATION
PG
PAGE
REF
REFERENCE
DOT
DEPARTMENT OF TRANSPORTATION
NGS
NATIONAL GEODETIC SYRVEY
NCSP
NORTH CAROLINA STATE PLANE
MTR BOX
METER BOX
O
WETLAND
0
�j
CONSTRUCTION STAGING LEGEND
f
EQUIPMENT STAGING AREA
STAGE 1
STAGE 2
STAGE 3
STAGE 4
CE 101
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GRAPHIC SCALE I INCH = 150 FEET
NOTE: LOCATIONS OF EXISTING UTILITIES AS SHOWN ARE APPROXIMATE ONLY.
EXACT LOCATIONS ARE TO BE VERIFIED IN THE FIELD BY THE CONTRACTOR.
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BIKE LANE I
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REGRADE EXISTING DRAINAGE DITCH
PROPOSED i
GUARDRAIL
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Fin
NO. I DATE I BY
CITY of
ASHEVILLE
PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNERS:
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
CONTACT PERSON:
W
c,
McCRAY COATES
Uu
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P.O. BOX 7148
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ASHEVILLE, NORTH
CAROLINA
28802
(828) 259 -5966
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PIN NUMBERS:
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DB.2635
PG.0053
9668 -14 -0551
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PG.0077
9668 -03 -9619
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9668 -04 -7497
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11.40 ACRES (GRADING AREA AND RESURFACING)
GRADING AREA:
5.16 ACRES
TOTAL PRE - DEVELOPMENT PERVIOUS AREA:
7.99 ACRES
TOTAL PRE - DEVELOPMENT IMPERVIOUS AREA:
3.41 ACRES
TOTAL POST- DEVELOPMENT PERVIOUS AREA:
7.49 ACRES
TOTAL POST- DEVELOPMENT IMPERVIOUS AREA:
3.91 ACRES (0.38% PROPERTY INCREASE)
PLAN
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REVISION DESCRIPTION
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PROJECT
LOCATION
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VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNER(S)
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DBA 371 PG.0077
9668 -03 -9619 DBA 371 PG.0077
9668 -04 -7497 DBA 371 PG.0077
PROPERTY SIZE:
131.70 ACRES
BUILDING SETBACKS:
N/A
NUMBER OF BUILDINGS:
0
BUILDING HEIGHT:
N/A
ZONING DISTRICT:
RS2, RM8, RM16
DISTURBED AREA:
11.40 ACRES (GRADING AREA AND RESURFACING)
GRADING AREA:
5.16 ACRES
TOTAL PRE — DEVELOPMENT PERVIOUS AREA:
7.99 ACRES
TOTAL PRE — DEVELOPMENT IMPERVIOUS AREA:
3.41 ACRES
TOTAL POST— DEVELOPMENT PERVIOUS AREA:
7.49 ACRES
TOTAL POST— DEVELOPMENT IMPERVIOUS AREA:
3.91 ACRES (0.38% PROPERTY INCREASE)
PSPHALT PPRK1Np Up1
CITY OF ASHEVILLE
9668039619
ZONING: RS2

\
PROPOSED
RESURFACE EXISTING ASPHALT (TYP.)
PROPOSED
GUARDRAIL
CITY of
ASHEVILLE
PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNERS:
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DBA 371 PG.0077
9668 -03 -9619 DBA 371 PG.0077
9668 -04 -7497 DBA 371 PG.0077
PROPERTY SIZE:
131.70 ACRES
BUILDING SETBACKS:
N/A
NUMBER OF BUILDINGS:
0
BUILDING HEIGHT:
N/A
ZONING DISTRICT:
RS2, RM8, RM16
DISTURBED AREA:
11.40 ACRES (GRADING AREA AND RESURFACING)
GRADING AREA:
5.16 ACRES
TOTAL PRE - DEVELOPMENT PERVIOUS AREA:
7.99 ACRES
TOTAL PRE - DEVELOPMENT IMPERVIOUS AREA:
3.41 ACRES
TOTAL POST- DEVELOPMENT PERVIOUS AREA:
7.49 ACRES
TOTAL POST- DEVELOPMENT IMPERVIOUS AREA:
3.91 ACRES (0.38% PROPERTY INCREASE)
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8" CPP I. E.: 2030.34'
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CITY of
ASHEVILLE
PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNERS:
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DBA 371 PG.0077
9668 -03 -9619 DBA 371 PG.0077
9668 -04 -7497 DBA 371 PG.0077
PROPERTY SIZE:
131.70 ACRES
BUILDING SETBACKS:
N/A
NUMBER OF BUILDINGS:
0
BUILDING HEIGHT:
N/A
ZONING DISTRICT:
RS2, RM8, RM16
DISTURBED AREA:
11.40 ACRES (GRADING AREA AND RESURFACING)
GRADING AREA:
5.16 ACRES
TOTAL PRE — DEVELOPMENT PERVIOUS AREA:
7.99 ACRES
TOTAL PRE — DEVELOPMENT IMPERVIOUS AREA:
3.41 ACRES
TOTAL POST— DEVELOPMENT PERVIOUS AREA:
7.49 ACRES
TOTAL POST— DEVELOPMENT IMPERVIOUS AREA:
3.91 ACRES (0.38% PROPERTY INCREASE)
i I SPENCER HEATHER & MURRAY CHARLES
9668249037
ZONING: RM8
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CATCH BASIN I
TOP EL: 2031.45' I
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R20'
SPENCER HEATHER & MURRAY CHARLES
/ 9668249037
/ I.E.: 2035.34' ZONING: RM8
NESBITT KAREN B & NESBITT DOUGLAS A
NESBITT KAREN B & NESBITT DOUGLAS A
9668235458
ZONING: RM8
NO. I DATE I BY
CITY of
ASHEVILLE
PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNER(S):
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DBA 371 PG.0077
9668 -03 -9619 DBA 371 PG.0077
9668 -04 -7497 DBA 371 PG.0077
PROPERTY SIZE:
131.70 ACRES
BUILDING SETBACKS:
N/A
NUMBER OF BUILDINGS:
0
BUILDING HEIGHT:
N/A
ZONING DISTRICT:
RS2, RM8, RM16
DISTURBED AREA:
11.40 ACRES (GRADING AREA AND RESURFACING)
GRADING AREA:
5.16 ACRES
TOTAL PRE - DEVELOPMENT PERVIOUS AREA:
7.99 ACRES
TOTAL PRE - DEVELOPMENT IMPERVIOUS AREA:
3.41 ACRES
TOTAL POST- DEVELOPMENT PERVIOUS AREA:
7.49 ACRES
TOTAL POST- DEVELOPMENT IMPERVIOUS AREA:
3.91 ACRES (0.38% PROPERTY INCREASE)
PLAN
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NESBITT KAREN B & NESBITT DOUGLAS A
NESBITT KAREN B & NESBITT DOUGLAS A
9668235458
ZONING: RM8
NO. I DATE I BY
CITY of
ASHEVILLE
PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNER(S):
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DBA 371 PG.0077
9668 -03 -9619 DBA 371 PG.0077
9668 -04 -7497 DBA 371 PG.0077
PROPERTY SIZE:
131.70 ACRES
BUILDING SETBACKS:
N/A
NUMBER OF BUILDINGS:
0
BUILDING HEIGHT:
N/A
ZONING DISTRICT:
RS2, RM8, RM16
DISTURBED AREA:
11.40 ACRES (GRADING AREA AND RESURFACING)
GRADING AREA:
5.16 ACRES
TOTAL PRE - DEVELOPMENT PERVIOUS AREA:
7.99 ACRES
TOTAL PRE - DEVELOPMENT IMPERVIOUS AREA:
3.41 ACRES
TOTAL POST- DEVELOPMENT PERVIOUS AREA:
7.49 ACRES
TOTAL POST- DEVELOPMENT IMPERVIOUS AREA:
3.91 ACRES (0.38% PROPERTY INCREASE)
PLAN
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REVISION DESCRIPTION
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TOP Ef�:20 3.47'
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TOP EL: 2033.49'
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0
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CITY OF ASHEVILLE
9668220260 /
OZONING: RS2
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TOP EL: 2033.49'
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\ TOP EL: 2035.98'
15" CPP I. E.: 2033.47'
0
f
OW\CITY OF ASHEVILLE
cB ZONING 2RM8
NO. I DATE I BY
CITY of
ASHEVILLE
PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNERS:
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DBA 371 PG.0077
9668 -03 -9619 DBA 371 PG.0077
9668 -04 -7497 DBA 371 PG.0077
PROPERTY SIZE:
131.70 ACRES
BUILDING SETBACKS:
N/A
NUMBER OF BUILDINGS:
0
BUILDING HEIGHT:
N/A
ZONING DISTRICT:
RS2, RM8, RM16
DISTURBED AREA:
11.40 ACRES (GRADING AREA AND RESURFACING)
GRADING AREA:
5.16 ACRES
TOTAL PRE — DEVELOPMENT PERVIOUS AREA:
7.99 ACRES
TOTAL PRE — DEVELOPMENT IMPERVIOUS AREA:
3.41 ACRES
TOTAL POST— DEVELOPMENT PERVIOUS AREA:
7.49 ACRES
TOTAL POST— DEVELOPMENT IMPERVIOUS AREA:
3.91 ACRES (0.38% PROPERTY INCREASE)
PLAN
20 0 10 20 40 60
GRAPHIC SCALE
REVISION DESCRIPTION
1 INCH = 20 FEET
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C -109

CITY of
ASHEVILLE
PLAN
20 0 10 20
GRAPHIC SCALE
PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNER (S):
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DB.1371 PG.0077
9668 -03 -9619 DB.1371 PG.0077
9668 -04 -7497 DB.1371 PG.0077
PROPERTY SIZE:
131.70 ACRES
ZONING DISTRICT:
RS2, RM8, RM16
RECEIVING WATER COURSE:
SWANNANOA RIVER — CLASS C
FRENCH BROAD RIVER BASIN
I
NOTES:
1. TREES WITH CANOPY WITHIN LIMITS OF
DISTURBANCE TO BE REMOVED. TREES IN
QUESTION TO BE REVIEWED BY PROJECT
REPRESENTATIVE.
2. ALL EXISTING MANHOLE TOPS, GRATES, VALVE
BOXES SHALL BE ADJUSTED TO MATCH
FINISHED GRADE. SAN. MANHOLE RING AND
COVERS MUST BE PROVIDED WITH "MSD"
STAMPED ON COVER PLUS ALL MANHOLES AT
ALL LOCATIONS WITH PLAIN LIDS.
3. ALL SIGNS DISTURBED BY CONSTRUCTION ARE
TO BE PROTECTED AND RELOCATED AS
DIRECTED BY OWNER AND ENGINEER.
4. PARTS OF AZALEA ROAD VARY BETWEEN
16' -20' WIDE. LOW AREAS SHALL BE
WEDGED UP AND THE ENTIRE ROAD OVERLAID.
5. EXISTING ASPHALT ROAD BASE CONSISTS OF
OLD CONCRETE ROAD.
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NO. DATE BY REVISION DESCRIPTION CE=l 02

IPS GPS STATIC
N: 685191.42
E: 962241.60
EL: 2125.97
IPS GPS STATIC
A V L INVESTMENT PROPERTIES LLC
9668251574
ZONING: RM16
PK NL FOUND
\ N: 684978.69
E: 962223.96
EL: 2058.86 1 PK NL SET
N: 684991.51
\ E: 962235.91
�- r EL: 2059.02
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E: 962389.39
EL: 2053.96
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PK /NL SET
I N: 684867.17
E: 962380.76
EL: 2052.06
I SEA NIC ENTERPRISES INC
I 9668259444
ZONING: RM8
I. E.: 2050.14'
NO. I DATE I BY
CITY of
ASHEVILLE
PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
W
c,
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK
ROAD
�S 0
"`�.�
ASHEVILLE, NORTH
CAROLINA
28805
PROPERTY OWNERS:
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CITY OF ASHEVILLE
Z
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P.O. BOX 7148
O =
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ASHEVILLE, NORTH
CAROLINA
28802
(828) 259 -5846
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ASHEVILLE, NORTH
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28802
(828) 259 -5966
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PIN NUMBERS:
Q
z LLI
9668 -22 -0260
DB.2635 PG.0053
9668 -14 -0551
DB.1371
PG.0077
9668 -03 -9619
DB.1371
PG.0077
9668 -04 -7497
DB.1371
PG.0077
PROPERTY SIZE:
131.70 ACRES
[L -
ZONING DISTRICT:
RS2, RM8, RM16
RECEIVING WATER COURSE:
SWANNANOA RIVER
- CLASS
C
FRENCH BROAD RIVER BASIN
NOTES:
1. TREES WITH CANOPY WITHIN LIMITS OF
DISTURBANCE TO BE REMOVED. TREES IN
QUESTION TO BE REVIEWED BY PROJECT
REPRESENTATIVE.
2. ALL EXISTING MANHOLE TOPS, GRATES, VALVE
BOXES SHALL BE ADJUSTED TO MATCH
FINISHED GRADE. SAN. MANHOLE RING AND
COVERS MUST BE PROVIDED WITH "MSD"
STAMPED ON COVER PLUS ALL MANHOLES AT
ALL LOCATIONS WITH PLAIN LIDS.
3. ALL SIGNS DISTURBED BY CONSTRUCTION ARE
TO BE PROTECTED AND RELOCATED AS
DIRECTED BY OWNER AND ENGINEER.
4. PARTS OF AZALEA ROAD VARY BETWEEN
16' -20' WIDE. LOW AREAS SHALL BE
WEDGED UP AND THE ENTIRE ROAD OVERLAID.
5. EXISTING ASPHALT ROAD BASE CONSISTS OF
OLD CONCRETE ROAD.
PLAN
20 0 10 20
GRAPHIC SCALE
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CITY of
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PROJECT
LOCATION
G
VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNER(S):
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DB.1371 PG.0077
9668 -03 -9619 DB.1371 PG.0077
9668 -04 -7497 DB.1371 PG.0077
PROPERTY SIZE:
131.70 ACRES
ZONING DISTRICT:
RS2, RM8, RM16
RECEIVING WATER COURSE:
SWANNANOA RIVER — CLASS C
FRENCH BROAD RIVER BASIN
PLAN ;
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CITY OF ASHEVILLE --.ry
9668039619
ZONING: RS2
03/13/13 WML REVISED PER TRC COMMENTS
ICE=105
NO. DATE BY REVISION DESCRIPTION

9
ET 1
8.87
2.81,
39' 111
I
' LARGE TREE IN RIVER
(TO BE REMOVED)
NO. I DATE I BY
CITY of
ASHEVILLE
PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
W
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK
ROAD
ASHEVILLE, NORTH
CAROLINA 28805
PROPERTY OWNERS:
CITY OF ASHEVILLE
0 0000.
P.O. BOX 7148
w
ASHEVILLE, NORTH
CAROLINA 28802
(828) 259 -5846
CONTACT PERSON:
O =
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McCRAY COATES
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P.O. BOX 7148
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ASHEVILLE, NORTH
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(828) 259 -5966
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9668 -22 -0260 DB.2635 PG.0053 LLI
9668 -14 -0551 DB.1371 PG.0077 z Q
9668 -03 -9619 DB.1371 PG.0077 L1J J z
9668 -04 -7497 DB.1371 PG.0077 J
PROPERTY SIZE: 0
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ZONING DISTRICT: % L1J
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RECEIVING WATER COURSE: 0
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FRENCH BROAD RIVER BASIN uj
NOTES: Z � 00 m
1. TREES WITH CANOPY WITHIN LIMITS OF O LL] Z 0-) DISTURBANCE TO BE REMOVED. TREES IN
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9668 -14 -0551 DB.1371 PG.0077 z Q
9668 -03 -9619 DB.1371 PG.0077 L1J J z
9668 -04 -7497 DB.1371 PG.0077 J
PROPERTY SIZE: 0
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ZONING DISTRICT: % L1J
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RECEIVING WATER COURSE: 0
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FRENCH BROAD RIVER BASIN uj
NOTES: Z � 00 m
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QUESTION TO BE REVIEWED BY PROJECT '
REPRESENTATIVE. LLJ �
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BOXES SHALL BE ADJUSTED TO MATCH J z z
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ALL LOCATIONS WITH PLAIN LIDS. C) 00
3. ALL SIGNS DISTURBED BY CONSTRUCTION ARE 0
TO BE PROTECTED AND RELOCATED AS
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4. PARTS OF AZALEA ROAD VARY BETWEEN U LL z
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REVISION DESCRIPTION
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DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNER):
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DB.1371 PG.0077
9668 -03 -9619 DB.1371 PG.0077
9668 -04 -7497 DB.1371 PG.0077
PROPERTY SIZE:
131.70 ACRES
ZONING DISTRICT:
RS2, RM8, RM16
RECEIVING WATER COURSE:
SWANNANOA RIVER — CLASS C
FRENCH BROAD RIVER BASIN
NOTES:
1. TREES WITH CANOPY WITHIN LIMITS OF
DISTURBANCE TO BE REMOVED. TREES IN
QUESTION TO BE REVIEWED BY PROJECT
REPRESENTATIVE.
2. ALL EXISTING MANHOLE TOPS, GRATES, VALVE
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FINISHED GRADE. SAN. MANHOLE RING AND
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ALL LOCATIONS WITH PLAIN LIDS.
3. ALL SIGNS DISTURBED BY CONSTRUCTION ARE
TO BE PROTECTED AND RELOCATED AS
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4. PARTS OF AZALEA ROAD VARY BETWEEN
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ASHEVILLE
PROJECT
LOCATION
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PLAN
20 0 10 20 40 60
GR HIC SCALE 1 INCH = 20 FEET
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNER( s):
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
ENGINEER:
BILLY J. ROARK, PE
McGILL ASSOCIATES
55 BROAD STREET
ASHEVILLE, NORTH CAROLINA 28801
(828) 252 -0575
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DBA 371 PG.0077
9668 -03 -9619 DBA 371 PG.0077
9668 -04 -7497 DBA 371 PG.0077
PROPERTY SIZE:
131.70 ACRES
BUILDING SETBACKS:
N/A
ZONING DISTRICT:
RS2, RM8, RM16
STREET TREES:
REQUIRED: 14 TREES
PROVIDED: 14 TREES
PARKING LOT LANDSCAPING:
REQUIRED: 1 TREE & 4 SHRUBS PER 1500 SQFT
PROVIDED: 6 TREES & 24 SHRUBS
STREET LIGHTS:
REQUIRED:
PROVIDED:
FEATURES DEDICATED TO COA:
UNNAMED ROAD, WATER EASEMENT
OPEN SPACE CALCULATIONS:
(NEW IMPERVIOUS AREA) X 0.25 =
OPEN SPACE REQUIRED
0.48 AC X 0.25 = 0.12 ACRES
BUILDING
DORATO FRANK H & DORATO MARY F
9668058282
ZONING: RS4
Public Road:
I HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) FOR THE PROPERTY SHOWN
AND DESCRIBED HEREON, AND THAT I (WE) HEREBY ADOPT THIS PLAN OF ILDING
SUBDIVISION WITH MY (OUR) FREE CONSENT, AND DEDICATE ALL ROAD RIGHTS -OF-
WAY AND OTHER SITE AND EASEMENTS TO PUBLIC USE AS NOTED IN THE DISCLOSER
OF PRIVATE ROADWAYS. FURTHERMORE, BY SIGNING THIS CERTIFICATION, I
ACKNOWLEDGE MY RESPONSIBILITY TO PETITION THE CITY OF ASHEVILLE FOR THE
ACCEPTANCE, OF STREETS AND SIDEWALKS (AS APPLICABLE) FOR PUBLIC
MAINTENANCE.
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E: 962241.60
EL: 2125.97
PK /NL SET
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E: 962235.91
EL: 2059.02
CP /NL SET
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E: 962240.45
EL: 2058.39
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E: 962380.76
EL 2052.06
I. E.: 2050.14'
SEA NIC ENTERPRISES INC
9668259444
ZONING: RM8
CITY of
ASHEVILLE
PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNERS:
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
ENGINEER:
BILLY J. ROARK, PE
McGILL ASSOCIATES
55 BROAD STREET
ASHEVILLE, NORTH CAROLINA 28801
(828) 252 -0575
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DBA 371 PG.0077
9668 -03 -9619 DBA 371 PG.0077
9668 -04 -7497 DBA 371 PG.0077
PROPERTY SIZE:
131.70 ACRES
BUILDING SETBACKS:
N/A
ZONING DISTRICT:
RS2, RM8, RM16
STREET TREES:
REQUIRED: 14 TREES
PROVIDED: 14 TREES
PARKING LOT LANDSCAPING:
REQUIRED: 1 TREE & 4 SHRUBS PER 1500 SQFT
PROVIDED: 6 TREES & 24 SHRUBS
STREET LIGHTS:
REQUIRED:
PROVIDED:
FEATURES DEDICATED TO COA:
UNNAMED ROAD, WATER EASEMENT
OPEN SPACE CALCULATIONS:
(NEW IMPERVIOUS AREA) X 0.25 =
OPEN SPACE REQUIRED
0.48 AC X 0.25 = 0.12 ACRES
PLAN
GRAPHIC SCALE
60
1 INCH = 20 FEET
Public Road:
I HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) FOR THE PROPERTY SHOWN
AND DESCRIBED HEREON, AND THAT I (WE) HEREBY ADOPT THIS PLAN OF
SUBDIVISION WITH MY (OUR) FREE CONSENT, AND DEDICATE ALL ROAD RIGHTS-OF-
WAY AND OTHER SITE AND EASEMENTS TO PUBLIC USE AS NOTED IN THE DISCLOSER
OF PRIVATE ROADWAYS. FURTHERMORE, BY SIGNING THIS CERTIFICATION, I
ACKNOWLEDGE MY RESPONSIBILITY TO PETITION THE CITY OF ASHEVILLE FOR THE
ACCEPTANCE OF STREETS AND SIDEWALKS (AS APPLICABLE) FOR PUBLIC
MAINTENANCE.
'
Signature: Date: I°-
NO. I DATE I BY
REVISION DESCRIPTION
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PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNER(S)
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
ENGINEER:
BILLY J. ROARK, PE
McGILL ASSOCIATES
55 BROAD STREET
ASHEVILLE, NORTH CAROLINA 28801
(828) 252 -0575
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DBA 371 PG.0077
9668 -03 -9619 DBA 371 PG.0077
9668 -04 -7497 DBA 371 PG.0077
PROPERTY SIZE:
131.70 ACRES
BUILDING SETBACKS:
N/A
ZONING DISTRICT:
RS2, RM8, RM16
STREET TREES:
REQUIRED: 14 TREES
PROVIDED: 14 TREES
PARKING LOT LANDSCAPING:
REQUIRED: 1 TREE & 4 SHRUBS PER 1500 SQFT
PROVIDED: 6 TREES & 24 SHRUBS
STREET LIGHTS:
REQUIRED:
PROVIDED:
FEATURES DEDICATED TO COA:
UNNAMED ROAD, WATER EASEMENT
OPEN SPACE CALCULATIONS:
(NEW IMPERVIOUS AREA) X 0.25 =
OPEN SPACE REQUIRED
0.48 AC X 0.25 = 0.12 ACRES
CONCRETE
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CITY OF ASHEVILLE
9668039619
ZONING: RS2
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Public Load: SAND BAR /
I HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) FOR THE PROPERTY SHOWN .� �
AND DESCRIBED HEREON, AND THAT I (WE) HEREBY ADOPT THIS PLAN OF / \
SUBDIVISION WITH MY (OUR) FREE CONSENT, AND DEDICATE ALL ROAD RIGHTS -OF- � �
PLAN
/
WAY AND OTHER SITE AND EASEMENTS TO PUBLIC USE AS NOTED IN THE DISCLOSER \
OF PRIVATE ROADWAYS. FURTHERMORE, BY SIGNING THIS CERTIFICATION, I / SHEET
ACCEPTANCE ACKNOWLEDGE MY RESPONSIBILITY TO PETITION THE CITY OF ASHEVILLE FOR THE
ACCEPTANCE OF STREETS AND SIDEWALKS (AS APPLICABLE) FOR PUBLIC
/20 o io 20 ao MAINTENANCE.
/ Signature: Date;
GRAPHIC SCALE 1 INCH :0 FEET
Cml 15
NO. DATE BY REVISION DESCRIPTION

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CITY of
ASHEVILLE
PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNERS:
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
ENGINEER:
BILLY J. ROARK, PE
McGILL ASSOCIATES
55 BROAD STREET
ASHEVILLE, NORTH CAROLINA 28801
(828) 252 -0575
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DBA 371 PG.0077
9668 -03 -9619 DBA 371 PG.0077
9668 -04 -7497 DBA 371 PG.0077
PROPERTY SIZE:
131.70 ACRES
BUILDING SETBACKS:
N/A
ZONING DISTRICT:
RS2, RM8, RM16
STREET TREES:
REQUIRED: 14 TREES
PROVIDED: 14 TREES
PARKING LOT LANDSCAPING:
REQUIRED: 1 TREE & 4 SHRUBS PER 1500 SQFT
PROVIDED: 6 TREES & 24 SHRUBS
STREET LIGHTS:
REQUIRED:
PROVIDED:
FEATURES DEDICATED TO COA:
UNNAMED ROAD, WATER EASEMENT
OPEN SPACE CALCULATIONS:
(NEW IMPERVIOUS AREA) X 0.25 =
OPEN SPACE REQUIRED
0.48 AC X 0.25 = 0.12 ACRES
Public Road':
I HEREBY CERTIFY THAT I AM (WE ARE) THE_OWNER(S) FOR THE PROPERTY SHOWN
AND DESCRIBED HEREON, AND THAT I (WE); HEREBY ADOPT THIS PLAN OF
SUBDIVISION WITH MY (OUR) FREE CONSENT, AND DEDICATE ALL ROAD RIGHTS-OF-
WAY AND OTHER SITE AND EASEMENTS TO PUBLIC USE AS NOTED IN THE DISCLOSER
OF PRIVATE ROADWAYS. FURTHERMORE, BY SIGNING THIS CERTIFICATION, I
ACKNOWLEDGE MY RESPONSIBILITY TO PETITION THE CITY OF ASHEVILLE FOR THE
ACCEPTANCE OF STREETS AND SIDEWALKS (AS APPLICABLE) FOR PUBLIC
MAINTENANCE.
Signature; Date.
PLAN
20 0 10 20 40 60
GRAPHIC SCALE 1 INCH = 20 FEET
REVISED PER TRC COMMENTS
REVISION DESCRIPTION
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CITY of
ASHEVILLE
PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNERS:
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
ENGINEER:
BILLY J. ROARK, PE
McGILL ASSOCIATES
55 BROAD STREET
ASHEVILLE, NORTH CAROLINA 28801
(828) 252 -0575
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DBA 371 PG.0077
9668 -03 -9619 DBA 371 PG.0077
9668 -04 -7497 DBA 371 PG.0077
PROPERTY SIZE:
131.70 ACRES
BUILDING SETBACKS:
N/A
ZONING DISTRICT:
RS2, RM8, RM16
STREET TREES:
REQUIRED: 14 TREES
PROVIDED: 14 TREES
PARKING LOT LANDSCAPING:
REQUIRED: 1 TREE & 4 SHRUBS PER 1500 SQFT
PROVIDED: 6 TREES & 24 SHRUBS
STREET LIGHTS:
REQUIRED:
PROVIDED:
FEATURES DEDICATED TO COA:
UNNAMED ROAD, WATER EASEMENT
OPEN SPACE CALCULATIONS:
(NEW IMPERVIOUS AREA) X 0.25 =
OPEN SPACE REQUIRED
0.48 AC X 0.25 = 0.12 ACRES
Public Road':
I HEREBY CERTIFY THAT I AM (WE ARE) THE_OWNER(S) FOR THE PROPERTY SHOWN
AND DESCRIBED HEREON, AND THAT I (WE); HEREBY ADOPT THIS PLAN OF
SUBDIVISION WITH MY (OUR) FREE CONSENT, AND DEDICATE ALL ROAD RIGHTS-OF-
WAY AND OTHER SITE AND EASEMENTS TO PUBLIC USE AS NOTED IN THE DISCLOSER
OF PRIVATE ROADWAYS. FURTHERMORE, BY SIGNING THIS CERTIFICATION, I
ACKNOWLEDGE MY RESPONSIBILITY TO PETITION THE CITY OF ASHEVILLE FOR THE
ACCEPTANCE OF STREETS AND SIDEWALKS (AS APPLICABLE) FOR PUBLIC
MAINTENANCE.
Signature; Date.
PLAN
20 0 10 20 40 60
GRAPHIC SCALE 1 INCH = 20 FEET
REVISED PER TRC COMMENTS
REVISION DESCRIPTION
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TOP EL: 2031.01'
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SIDEWALK
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I TOP EL: 031.47' A u
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CP /NL SET
N: 683585.66
E: 961976.98
EL: 2034.44
0
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CP /NL SET
CITY OF ASHEVILLE
9668220260
ZONING: RS2
a�x
GRAVEL
PARKING
LOT
R20'
une
STREET TREE (SYCAMORE
PROPOSED
STREET TREE (SYCAMORE)
STREET TREE (SYCAMOR
NESBITT KAREN B & NESBITT DOUGLAS A
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ZONING: RM8
MB1] B PROPOSED
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RESURFACE EXISTING ASPHALT (TYP.)
NESBITT KAREN B & NESBITT DOUGLAS A
9668235458
ZONING: RM8
CP /NL SET
N: 683778.34
E: 962378.88
EL 2048.83
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNER(S):
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
ENGINEER:
BILLY J. ROARK, PE
McGILL ASSOCIATES
55 BROAD STREET
ASHEVILLE, NORTH CAROLINA 28801
(828) 252 -0575
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DB.1371 PG.0077
9668 -03 -9619 DB.1371 PG.0077
9668 -04 -7497 DB.1371 PG.0077
PROPERTY SIZE:
131.70 ACRES
BUILDING SETBACKS:
N/A
ZONING DISTRICT:
RS2, RM8, RM16
STREET TREES:
REQUIRED: 14 TREES
PROVIDED: 14 TREES
PARKING LOT LANDSCAPING:
REQUIRED: 1 TREE & 4 SHRUBS PER 1500 SQFT
PROVIDED: 6 TREES & 24 SHRUBS
STREET LIGHTS:
REQUIRED:
PROVIDED:
FEATURES DEDICATED TO COA:
UNNAMED ROAD, WATER EASEMENT
OPEN SPACE CALCULATIONS:
(NEW IMPERVIOUS AREA) X 0.25 =
OPEN SPACE REQUIRED
0.48 AC X 0.25 = 0.12 ACRES
PLAN
20 0 10 20
GRAPHIC SCALE
40 60
1 INCH = 20 FEET
Public Road:
I HEREBY CERTIFY THAT I AM (WE ARE) THE OWNER(S) FOR THE PROPERTY SHOWN
AND DESCRIBED HEREON, AND THAT I (WE) HEREBY ADOPT THIS PLAN OF
SUBDIVISION WITH MY (OUR') FREE CONSENT, AND DEDICATE ALL ROAD RIGHTS -OF-
WAY AND OTHER SITE AND EASEMENTS TO PUBLIC USE AS NOTED IN THE DISCLOSER
OF PRIVATE ROADWAYS. FURTHERMORE, BY SIGNING THIS CERTIFICATION, I
ACKNOWLEDGE MY RESPONSIBILITY TO PETITION THE CITY OF ASHEVILLE FOR THE
ACCEPTANCE OF STREETS AND SIDEWALKS (AS APPLICABLE) FOR PUBLIC
MAINTENANCE.
Signature: Date: /° -
U 04/23/13 1 WML
NO. DATE BY
REVISED PER TRC COMMENTS
REVISION DESCRIPTION
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TOP Ef�:20 3.47'
15" CPP I.E.�203 .42'
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DROP INLET
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TOP EL: 2033.49'
CP /NL SET
CP /NL SET
N: 683119.54
E: 961990.17
EL: 2034.68
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CITY OF ASHEVILLE
9668220260 /
OZONING: RS2
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TOP EL: 2033.49'
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E: 962100.76
EL: 2039.59
CATCH BASIN
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15" CPP I. E.: 2033.47'
GRASS
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CP /NL SET
\\ N: 683082.74
\ E: 962138.14
\ EL: 2039.08
I CITY OF ASHEVILLE
ZONING 2RM8
CITY of
ASHEVILLE
PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNERS:
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
ENGINEER:
BILLY J. ROARK, PE
McGILL ASSOCIATES
55 BROAD STREET
ASHEVILLE, NORTH CAROLINA 28801
(828) 252 -0575
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DBA 371 PG.0077
9668 -03 -9619 DBA 371 PG.0077
9668 -04 -7497 DBA 371 PG.0077
PROPERTY SIZE:
131.70 ACRES
BUILDING SETBACKS:
N/A
ZONING DISTRICT:
RS2, RM8, RM16
STREET TREES:
REQUIRED: 14 TREES
PROVIDED: 14 TREES
PARKING LOT LANDSCAPING:
REQUIRED: 1 TREE & 4 SHRUBS PER 1500 SQFT
PROVIDED: 6 TREES & 24 SHRUBS
STREET LIGHTS:
REQUIRED:
PROVIDED:
FEATURES DEDICATED TO COA:
UNNAMED ROAD, WATER EASEMENT
OPEN SPACE CALCULATIONS:
(NEW IMPERVIOUS AREA) X 0.25 =
OPEN SPACE REQUIRED
0.48 AC X 0.25 = 0.12 ACRES
Wes,
20 0 10 20 40 60
GRAPHIC SCALE
1 INCH = 20 FEET
Public Road:
I HEREBY CERTIFY THAT I AM (WE ARE) THE OWNERS FOR THE PROPERTY SHOWN
AND DESCRIBED HEREON, AND THAT I (WE) HEREBY ADOPT THIS PLAN OF
SUBDIVISION WITH MY (OUR) FREE CONSENT, AND DEDICATE ALL ROAD RIGHTS-OF-
WAY AND OTHER SITE AND EASEMENTS TO PUBLIC USE AS NOTED IN THE DISCLOSER
OF PRIVATE ROADWAYS, FURTHERMORE, BY SIGNING THIS CERTIFICATION, I
ACKNOWLEDGE MY RESPONSIBILITY TO PETITION THE CITY OF ASHEVILLE FOR THE
ACCEPTANCE OF STREE=TS AND SIDEWALKS (AS APPLICABLE) FOR PUBLIC
MAINTENANCE.
Signature: W, r Date;
NO. I DATE I BY
REVISION DESCRIPTION
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C -119

CITY of
ASHEVILLE
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DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNER(S):
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DB.1371 PG.0077
9668 -03 -9619 DB.1371 PG.0077
9668 -04 -7497 DB.1371 PG.0077
PROPERTY SIZE:
131.70 ACRES
ZONING DISTRICT:
RS2, RM8, RM16
DISTURBED AREA:
11.40 ACRES (GRADING AREA AND RESURFACING)
GRADING AREA:
5.16 ACRES
CUT FILL:
CUT: 26160.61 CU. YD. FILL: 18216.33 CU. YD.
NET: 7944.28 CU. YD.<CUT>
TOTAL PRE — DEVELOPMENT PERVIOUS AREA:
7.99 ACRES — 348050 SQ. FT.
TOTAL PRE — DEVELOPMENT IMPERVIOUS AREA:
3.41 ACRES — 148550 SQ. FT.
TOTAL POST— DEVELOPMENT PERVIOUS AREA:
7.49 ACRES — 326300 SQ. FT.
TOTAL POST— DEVELOPMENT IMPERVIOUS AREA:
3.91 ACRES — 170300 SQ. FT. (0.38% PROPERTY
INCREASE)
SOIL TYPES:
UfB, UhE, W, TaD, EvE2. CkD2
-11L6111111%
COMPACTION REPORTS MUST BE PROVIDED
TO THE CITY OF ASHEVILLE STORMWATER
SERVICES DIVISION INDICATING THAT FILL HAS
BEEN COMPACTED TO NOT LESS THAN 95%
MAXIMUM DENSITY (STANDARD PROCTOR).
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INV. IN: 2050.14 0
I INV. OUT: 2045.65 1
I SEA NIC ENTERPRISES INC
I 9668259444
ZONING: RM8
I. E.: 2050.14'
LP
1 04/23/13 WML
NO. DATE BY
CITY of
ASHEVILLE
PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNER(S):
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DBA 371 PG.0077
9668 -03 -9619 DBA 371 PG.0077
9668 -04 -7497 DBA 371 PG.0077
PROPERTY SIZE:
131.70 ACRES
ZONING DISTRICT:
RS2, RM8, RM16
DISTURBED AREA:
11.40 ACRES (GRADING AREA AND RESURFACING)
GRADING AREA:
5.16 ACRES
CUT FILL:
CUT: 26160.61 CU. YD. FILL: 18216.33 CU. YD.
NET: 7944.28 CU. YD.<CUT>
TOTAL PRE - DEVELOPMENT PERVIOUS AREA:
7.99 ACRES - 348050 SQ. FT.
TOTAL PRE - DEVELOPMENT IMPERVIOUS AREA:
3.41 ACRES - 148550 SQ. FT.
TOTAL POST- DEVELOPMENT PERVIOUS AREA:
7.49 ACRES - 326300 SQ. FT.
TOTAL POST- DEVELOPMENT IMPERVIOUS AREA:
3.91 ACRES - 170300 SQ. FT. (0.38% PROPERTY
INCREASE)
SOIL TYPES:
UfB, UhE, W, TaD, EvE2, CkD2
Q } NOTE:
COMPACTION REPORTS MUST BE PROVIDED
TO THE CITY OF ASHEVILLE STORMWATER
SERVICES DIVISION INDICATING THAT FILL HAS
BEEN COMPACTED TO NOT LESS THAN 95%
MAXIMUM DENSITY (STANDARD PROCTOR).
REVISED PER TRC COMMENTS
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CITY of
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U 04/23/13 1 WML
NO. DATE BY
CITY of
ASHEVILLE
PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNER(S):
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DBA 371 PG.0077
9668 -03 -9619 DBA 371 PG.0077
9668 -04 -7497 DBA 371 PG.0077
PROPERTY SIZE:
131.70 ACRES
ZONING DISTRICT:
RS2, RM8, RM16
DISTURBED AREA:
11.40 ACRES (GRADING AREA AND RESURFACING)
GRADING AREA:
5.16 ACRES
CUT FILL:
CUT: 26160.61 CU. YD. FILL: 18216.33 CU. YD.
NET: 7944.28 CU. YD.<CUT>
TOTAL PRE — DEVELOPMENT PERVIOUS AREA:
7.99 ACRES — 348050 SQ. FT.
TOTAL PRE — DEVELOPMENT IMPERVIOUS AREA:
3.41 ACRES — 148550 SQ. FT.
TOTAL POST— DEVELOPMENT PERVIOUS AREA:
7.49 ACRES — 326300 SQ. FT.
TOTAL POST— DEVELOPMENT IMPERVIOUS AREA:
3.91 ACRES — 170300 SQ. FT. (0.38% PROPERTY
INCREASE)
SOIL TYPES:
UfB, UhE, W, TaD, EvE2, CkD2
0 rN
TION REPORTS MUST BE PROVIDED
CITY OF ASHEVILLE STORMWATER
S DIVISION INDICATING THAT FILL HAS
OMPACTED TO NOT LESS THAN 95%
M DENSITY (STANDARD PROCTOR).
PLAN
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69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
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9668 -14 -0551 DB.1371 PG.0077 LJJ Z
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CITY of
ASHEVILLE
PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNER(S):
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DBA 371 PG.0077
9668 -03 -9619 DBA 371 PG.0077
9668 -04 -7497 DBA 371 PG.0077
PROPERTY SIZE:
131.70 ACRES
ZONING DISTRICT:
RS2, RM8, RM16
DISTURBED AREA:
11.40 ACRES (GRADING AREA AND RESURFACING)
GRADING AREA:
5.16 ACRES
CUT FILL:
CUT: 26160.61 CU. YD. FILL: 18216.33 CU. YD.
NET: 7944.28 CU. YDXCUT>
TOTAL PRE - DEVELOPMENT PERVIOUS AREA:
7.99 ACRES - 348050 SQ. FT.
TOTAL PRE - DEVELOPMENT IMPERVIOUS AREA:
3.41 ACRES - 148550 SQ. FT.
TOTAL POST- DEVELOPMENT PERVIOUS AREA:
7.49 ACRES - 326300 SQ. FT.
TOTAL POST- DEVELOPMENT IMPERVIOUS AREA:
3.91 ACRES - 170300 SQ. FT. (0.38% PROPERTY
INCREASE)
SOIL TYPES:
UfB, UhE, W, TaD, EvE2, CkD2
NOTE:
COMPACTION REPORTS MUST BE PROVIDED
TO THE CITY OF ASHEVILLE STORMWATER
SERVICES DIVISION INDICATING THAT FILL HAS
BEEN COMPACTED TO NOT LESS THAN 95%
MAXIMUM DENSITY (STANDARD PROCTOR).
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NAME AND LOCATION OF PROJECT:
LAKE CRAIG
M
FLOOD MANAGEMENT
PROJECT
69 GASHES CREEK
ROAD
ASHEVILLE, NORTH
CAROLINA 28805
PROPERTY OWNER (S):
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH
CAROLINA 28802
(828) 259 -5846
CONTACT PERSON:
O 2
C)
McCRAY COATES
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P.O. BOX 7148
W
ASHEVILLE, NORTH
CAROLINA 28802
(828) 259 -5966
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PIN NUMBERS:
>
9668 -22 -0260
DB.2635 PG.0053
9668 -14 -0551
DBA 371 PG.0077
9668 -03 -9619
DBA 371 PG.0077
9668 -04 -7497
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-1. TREES WITH CANOPY WITHIN LIMITS OF
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QUESTION TO BE REVIEWED BY PROJECT
REPRESENTATIVE.
2. ALL EXISTING MANHOLE TOPS, GRATES, VALVE
BOXES SHALL BE ADJUSTED TO MATCH
FINISHED GRADE. SAN. MANHOLE RING AND
COVERS MUST BE PROVIDED WITH "MSD"
STAMPED ON COVER PLUS ALL MANHOLES AT
ALL LOCATIONS WITH PLAIN LIDS.
3. ALL SIGNS DISTURBED BY CONSTRUCTION ARE
TO BE PROTECTED AND RELOCATED AS
DIRECTED BY OWNER AND ENGINEER.
4. PARTS OF AZALEA ROAD VARY BETWEEN
16' -20' WIDE. LOW AREAS SHALL BE
WEDGED UP AND THE ENTIRE ROAD OVERLAID.
5. EXISTING ASPHALT ROAD BASE CONSISTS OF
OLD CONCRETE ROAD.
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IPS GPS STATIC
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9668251574
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LAKE CRAIG
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ASHEVILLE, NORTH
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OTEEN
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LAKE CRAIG
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FLOOD MANAGEMENT PROJECT
69 GASHES CREEK
ROAD
ASHEVILLE, NORTH
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ASHEVILLE, NORTH
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PIN NUMBERS:
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9668 -22 -0260
DB.2635 PG.0053
9668 -14 -0551
DB.1371 PG.0077
9668 -03 -9619
DB.1371 PG.0077
9668 -04 -7497
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CITY of
ASHEVILLE
OTEEN
PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK
ROAD
ASHEVILLE, NORTH
CAROLINA 28805
PROPERTY OWNER(S):
CITY OF ASHEVILLE
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ASHEVILLE, NORTH
CAROLINA 28802
(828) 259 -5846
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9668 -22 -0260
DB.2635 PG.0053
9668 -14 -0551
DB.1371 PG.0077
9668 -03 -9619
DB.1371 PG.0077
9668 -04 -7497
DB.1371 PG.0077
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' /// PROPOSED
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CATCH BASIN
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TOP EL: 2031.45 /
15" CPP (F) IN I.E.:2028.64' I FES 1
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8 D.I.P. (CL 350) WATER LINE,
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CITY of
ASHEVILLE
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PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK
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NAME AND LOCATION OF PROJECT:
LAKE CRAIG
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FLOOD MANAGEMENT
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69 GASHES CREEK
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ASHEVILLE, NORTH
CAROLINA 28805
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CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH
CAROLINA 28802
(828) 259 -5846
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PIN NUMBERS:
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9668 -22 -0260
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9668 -03 -9619
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9668 -04 -7497
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CITY of
ASHEVILLE
PROJECT
LOCATION
VICINITY MAP
NOT TO SCALE
DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNER(S):
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DB.1371 PG.0077
9668 -03 -9619 DBA 371 PG.0077
9668 -04 -7497 DBA 371 PG.0077
PROPERTY SIZE:
131.70 ACRES
BUILDING SETBACKS:
N/A
NUMBER OF BUILDINGS:
0
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NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNER(S):
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DB.1371 PG.0077
9668 -03 -9619 DBA 371 PG.0077
9668 -04 -7497 DBA 371 PG.0077
PROPERTY SIZE:
131.70 ACRES
BUILDING SETBACKS:
N/A
NUMBER OF BUILDINGS:
0
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N/A
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DEVELOPMENT DATA BLOCK
NAME AND LOCATION OF PROJECT:
LAKE CRAIG
FLOOD MANAGEMENT PROJECT
69 GASHES CREEK ROAD
ASHEVILLE, NORTH CAROLINA 28805
PROPERTY OWNER(S):
CITY OF ASHEVILLE
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5846
CONTACT PERSON:
McCRAY COATES
P.O. BOX 7148
ASHEVILLE, NORTH CAROLINA 28802
(828) 259 -5966
PIN NUMBERS:
9668 -22 -0260 DB.2635 PG.0053
9668 -14 -0551 DB.1371 PG.0077
9668 -03 -9619 DBA 371 PG.0077
9668 -04 -7497 DBA 371 PG.0077
PROPERTY SIZE:
131.70 ACRES
BUILDING SETBACKS:
N/A
NUMBER OF BUILDINGS:
0
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N/A
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RS2, RM8, RM16
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ASHEVILLE, NORTH CAROLINA 28802
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9668 -14 -0551
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9668 -04 -7497
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GENERAL CONSTRUCTION NOTES
REVISION DATE - JUNE 16, 2009
1. FINISH GRADE TOLERANCES SHALL BE AS NOTED IN THE SPECIFICATIONS. THE ENGINEER MAY MAKE GRADE
CHANGES AS REQUIRED IN THE FIELD WITHOUT EFFECTING THE UNIT BID PRICE FOR UNCLASSIFIED EXCAVATION.
2. UNLESS OTHERWISE STATED, ALL FILL AREAS SHALL BE CONSTRUCTED IN LAYERS OF 8" MAXIMUM THICKNESS,
WITH WATER ADDED OR SOIL CONDITIONED TO THE OPTIMUM MOISTURE CONTENT AS DETERMINED BY THE
ENGINEER AND COMPACTED WITH A SHEEP'S FOOT ROLLER TO A COMPACTION EQUAL TO OR GREATER THAN
95% (100% IN THE TOP 2' OF THE SUB GRADE BELOW ROADWAYS AND PARKING LOTS) OF THE DENSITY
OBTAINED BY COMPACTING A SAMPLE OF THE MATERIAL IN ACCORDANCE WITH THE STANDARD PROCTOR
METHOD OF MOISTURE- DENSITY RELATIONSHIP TEST, ASTM D698 OR AASHTO -99 UNLESS SPECIFIED IN OTHER
SPECIFICATIONS.
3. ENTIRE AREA TO BE GRADED SHALL BE CLEARED AND GRUBBED. NO FILL SHALL BE PLACED ON ANY AREA
NOT CLEARED AND GRUBBED.
4. ALL SOIL EROSION CONTROL MEASURES REQUIRED BY THE GRADING PLAN SHALL BE PERFORMED PRIOR TO
GRADING, CLEARING OR GRUBBING. ALL EROSION CONTROL DEVICES SUCH AS SILT FENCES, ETC., SHALL BE
MAINTAINED IN WORKABLE CONDITION FOR THE LIFE OF THE PROJECT AND SHALL BE REMOVED AT THE
COMPLETION OF THE PROJECT ONLY ON THE ENGINEER'S APPROVAL. PAYMENT SHALL BE CONSIDERED
INCIDENTAL TO CLEARING AND GRUBBING. IF DURING THE LIFE OF THE PROJECT, A STORM CAUSES SOIL
EROSION WHICH CHANGES FINISH GRADES OR CREATES "GULLIES" AND "WASHED AREAS ", THESE SHALL BE
REPAIRED AT NO EXTRA COST, AND ALL SILT WASHED OFF OF THE PROJECT SITE ONTO ADJACENT PROPERTY
SHALL BE REMOVED AS DIRECTED BY THE ENGINEER AT NO EXTRA COST. THE CONTRACTOR SHALL ADHERE
TO ANY APPROVED EROSION CONTROL PLANS WHETHER INDICATED IN THE CONSTRUCTION PLANS OR UNDER
SEPARATE COVER.
5. DISPOSABLE MATERIAL
A. CLEARING AND GRUBBING WASTES SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED OF BY
THE CONTRACTOR AT HIS EXPENSE, UNLESS SPECIFIED OTHERWISE.
B. SOLID WASTES TO BE REMOVED, SUCH AS SIDEWALKS, CURBS, PAVEMENT, ETC., MAY BE PLACED IN
SPECIFIC DISPOSAL AREAS DELINEATED ON THE PLANS OR REMOVED FROM THE SITE AS REQUIRED BY
THE SPECIFICATIONS. THIS MATERIAL SHALL HAVE A MINIMUM COVER OF 2'. THE CONTRACTOR SHALL
MAINTAIN SPECIFIED COMPACTION REQUIREMENTS IN THESE AREAS. WHEN DISPOSAL SITES ARE NOT
PROVIDED, THE CONTRACTOR SHALL REMOVE THIS WASTE FROM THE SITE AND PROPERLY DISPOSE OF IT
AT HIS EXPENSE.
C. ABANDONED UTILITIES SUCH AS CULVERTS, WATER PIPE, HYDRANTS, CASTINGS, PIPE APPURTENANCES,
UTILITY POLES, ETC., SHALL BE THE PROPERTY OF THE SPECIFIC UTILITY AGENCY, OR COMPANY HAVING
JURISDICTION. BEFORE THE CONTRACTOR CAN REMOVE, DESTROY, SALVAGE, REUSE, SELL OR STORE FOR
HIS OWN USE ANY ABANDONED UTILITY, HE MUST PRESENT TO THE OWNER WRITTEN PERMISSION FROM
THE UTILITY INVOLVED.
D. ON SITE BURNING IS AN ACCEPTABLE METHOD OF DISPOSING OF FLAMMABLE WASTES. WHEN BURNING IS
ANTICIPATED, THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND
MEETING GOVERNING CODES. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OR HIS REPRESENTATIVE AS
TO THE SPECIFIC LOCATION OF BURNING.
AFTER BURNING IS COMPLETED, PURE ASH MAY BE DISPOSED OF BY MIXING WITH FILL DIRT. ALL
MATERIAL NOT TOTALLY BURNED SHALL BE DISPOSED OF AS SPECIFIED IN "B" ABOVE. THE CONTRACTOR
SHALL NOT HOLD UP WORK PROGRESS FOR THE PURPOSE OF WAITING FOR A "BURNING DAY ".
6. IN THE EVENT EXCESSIVE GROUNDWATER OR SPRINGS ARE ENCOUNTERED WITHIN THE LIMITS OF
CONSTRUCTION, THE CONTRACTOR SHALL INSTALL NECESSARY UNDER DRAINS AND STONE AS DIRECTED BY
THE ENGINEER. ALL WORK SHALL BE PAID BASED UPON UNIT BIDS, UNLESS SPECIFIED OTHERWISE.
7. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ADJUSTMENT OF ALL UTILITY SURFACE
ACCESSES WHETHER HE PERFORMS THE WORK OR A UTILITY COMPANY PERFORMS THE WORK.
8. THE CONTRACTOR SHALL CONTROL ALL "DUST" BY PERIODIC WATERING AND SHALL PROVIDE ACCESS AT ALL
TIMES FOR PROPERTY OWNERS WITHIN THE PROJECT AREA AND FOR EMERGENCY VEHICLES. ALL OPEN DITCHES
AND HAZARDOUS AREAS SHALL BE CLEARLY MARKED IN ACCORDANCE WITH THE SPECIFICATIONS.
9. ALL AREAS WHERE THERE IS EXPOSED DIRT SHALL BE SEEDED, FERTILIZED AND MULCHED ACCORDING TO THE
SPECIFICATIONS. THE FINISHED SURFACE SHALL BE TO GRADE AND SMOOTH, FREE OF ALL ROCKS LARGER
THAN 3 ", EQUIPMENT TRACKS, DIRT CLODS, BUMPS, RIDGES AND GOUGES PRIOR TO SEEDING; THE SURFACE
SHALL BE LOOSENED TO A DEPTH OF f4 " -6" TO ACCEPT SEED. THE CONTRACTOR SHALL NOT PROCEED WITH
SEEDING OPERATIONS WITHOUT FIRST OBTAINING THE ENGINEER'S APPROVAL OF THE GRADED SURFACE. ALL
SEEDING SHALL BE PERFORMED BY A MECHANICAL "HYDRO- SEEDER ". HAND SEEDING SHALL BE AUTHORIZED
ON AN AREA BY AREA APPROVAL BY THE ENGINEER. DISTURBED AREAS SHOULD THEN BE MATTED WITH
SHORT -TERM PHOTODEGRADABLE EROSION CONTROL MATTING.
10. WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE CORRUGATED METAL PIPE (CMP) CONFORMING TO AASHTO
M -36, WITH REROLLED ENDS TO ACCOMMODATE CORRUGATED COUPLING BANDS. 18" PIPE SHALL BE 16
GAUGE, 24" AND 30" PIPE SHALL BE 14 GAUGE AND 36" PIPE AND OVER SHALL BE 12 GAUGE AS SPECIFIED
ON THE PLANS, PIPE AND COUPLING BANDS SHALL CONFORM TO NCDOT 1032 -3 FOR PLAIN PIPE OR 1032 -4
(A) FOR BITUMINOUS COATED AND PARTIALLY PAVED PIPE. DIMPLE BANDS SHALL NOT BE USED.
WHERE SPECIFIED, STORM DRAIN PIPE SHALL BE REINFORCED CONCRETE PIPE (RCP) CONFORMING TO AASHTO
M -170, AS CONTAINED IN NCDOT STANDARD SPECIFICATION 1032 -9 FOR WALL "B" TYPE.
WHERE SPECIFIED, ALL STORM DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE (HDPE). SMOOTH WALL
INTERIOR, WITH WATER TIGHT JOINTS, BACKFILLED WITH # 57 WASHED STONE UP TO MIN. 6" OVER THE TOP
OF THE PIPE. HDPE PIPE USED FOR STORM DRAINAGE DETENTION SYSTEMS SHALL BE ADS N12 WT
OR APPROVED EQUAL.
WHERE SPECIFIED, ALL CORRUGATED METAL STORM DRAIN PIPE (CMP) SHALL BE ALUMINIZED TYPE 2
CORRUGATED STEEL MANUFACTURED IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M -36. THE PIPE
SHALL BE MANUFACTURED FROM ALUMINIZED STEEL TYPE 2 MATERIAL CONFORMING TO THE REQUIREMENTS OF
AASHTO M -274. ALL PIPE SHALL BE FURNISHED WITH REROLLED ENDS AND SHALL BE JOINED WITH HUGGER
BANDS. THE USE OF DIMPLE BANDS WILL NOT BE ALLOWED. PIPE THROUGH 24" DIAMETER SHALL BE 16
GAUGE, PIPE THROUGH 42" DIAMETER SHALL BE 14 GAUGE, PIPE THROUGH 54" DIAMETER SHALL BE 12
GAUGE.
11. CONTRACTOR SHALL VERIFY ALL ELEVATIONS BEFORE INSTALLATION OF FACILITIES.
12. CATCH BASINS CAST -IN -PLACE SHALL CONFORM TO THE REQUIREMENTS OF NCDOT STANDARD SPECIFICATIONS
FOR ROADS AND STRUCTURES (LATEST EDITION) ARTICLES 840 -1 THROUGH 840 -3. CURB INLET CATCH BASIN
SHALL CONFORM TO NCDOT STANDARD DETAILS 840.02 THROUGH 840.04. DROP INLETS SHALL CONFORM TO
STANDARD DETAIL 840.14. JUNCTION BOXES SHALL CONFORM TO STANDARD DETAIL 840.31.
13. CURB INLET FRAME, GRATE AND HOOD SHALL BE NEENAH R- 3233D, PRODUCTS BY DEWEY BROS., U.S.
FOUNDRY OR EQUAL. DROP INLET FRAME AND GRATE SHALL BE NEENAH R -3339A OR EQUAL. FIELD INLET
COVER SHALL CONFORM TO NCDOT STANDARD DETAIL 840.04, OPENING FACING UPSTREAM.
14. CONCRETE AND MASONRY SHALL MEET THE REQUIREMENTS OF APPROPRIATE SECTION OF NCDOT STANDARD
SPECIFICATIONS FOR ROAD AND STRUCTURES (LATEST EDITION). CONCRETE SHALL BE CLASS A OR B, 4000
PSI MINIMUM, MEETING THE REQUIREMENTS OF SECTION 1000, CONSTRUCTED IN ACCORDANCE WITH SECTION
825. MASONRY SHALL MEET THE REQUIREMENTS OF SECTION 1040, CONSTRUCTED IN ACCORDANCE WITH
SECTION 830 AND /OR 834.
15. TOPS OF PROPOSED FRAMES AND GRATES SHALL BE FLUSH WITH FINISHED GRADE.
16. PRE CAST CONCRETE BOXES ARE ACCEPTABLE ALTERNATIVES FOR PROPOSED CATCH BASINS.
1 5/8" 0.
GALV. PIP
RUSTIC BIKE RACK
REVISION DATE - NOVEMBER 17, 2009
6x6 P.T. POST
CITY OF ASHEVILLE
EROSION CONTROL NOTES
REVISION DATE - NOVEMBER 3, 2008
GENERAL: ALL EROSION CONTROL MEASURES ARE TO BE PERFORMED IN STRICT ACCORDANCE WITH
REQUIREMENTS OF THE CITY OF ASHEVILLE. THE FOLLOWING CONSTRUCTION SEQUENCE SHALL
BE COMPLIED WITH FOR ALL WORK.
1. - OBTAIN GRADING AND EROSION CONTROL PERMIT FROM THE CITY OF ASHEVILLE.
2. - INSTALL ALL EROSION CONTROL MEASURES AS REQUIRED.
3. - OBTAIN GRADING PERMIT THROUGH ON -SITE INSPECTION BY A REPRESENTATIVE OF THE CITY OF
ASHEVILLE.
4. - PROCEED WITH GRADING, CLEARING AND GRUBBING.
5. - SEED AND MULCH DENUDED AREA WITHIN 14 DAYS AFTER COMPLETION OF ANY PHASE OF
GRADING. SEED AND SOIL AMENDMENTS SHALL BE PLACED ON A PREPARED SEEDBED AT THE
FOLLOWING RATES PER ACRE:
SUMMER (PERMANENT) SEEDING (MAY 15 TO AUGUST 15)
LIME 4,000 LBS.
FERTILIZER (10- 10 -10) 1,000 LBS.
KY -31 FESCUE 100 LBS.
STRAW MULCH 4,000 LBS. (ANCHORED)
GERMAN MILLET 40 LBS.
(OR SMALL - STEMMED SUDAN GRASS ® 40 LBS.)
WINTER (TEMPORARY) SEEDING (AUGUST 15 TO MAY 15) MOUNTAINS
LIME 4,000 LBS.
FERTILIZER (10- 10 -10) 1,000 LBS.
KY -31 FESCUE 100 LBS.
STRAW MULCH 4,000 LBS. (ANCHORED)
RYE (GRAIN) 120 LBS.
FOR ALL SLOPES 2:1 OR STEEPER ADD TO THE ABOVE:
SERICEA LESPEDEZA (KOREAN) 50 LBS.
IF HYDROSEEDING, WOOD CELLULOSE MAY BE USED IN ADDITION TO STRAW MULCH AT THE RATE
OF 1,000 LBS PER ACRE.
ALL SEEDING SHALL BE MAINTAINED, WATERED, ETC., UNTIL A PERMANENT VEGETATIVE GROUND
COVER IS ESTABLISHED OVER ALL DISTURBED AREAS.
ALL SLOPES 2:1 OR STEEPER SHALL BE COVERED BY EROSION CONTROL MATTING.
6. - MAINTAIN SOIL EROSION CONTROL MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED.
7. - REMOVE SOIL EROSION CONTROL MEASURES AND STABILIZE THESE AREAS.
8. - REQUEST FINAL APPROVAL BY THE CITY OF ASHEVILLE.
EXISTING ROAD 10' 4' 36' MIN.
ell 6"
MENEM 6" HUMP TO DIVERT RUNOFF
FROM EXISTING ROAD
FROM EXISTING ROAD -"QQ
2 " -3" COARSE AGGREGATE
(RAILROAD BALLAST)
1. A STABILIZED PAD OF CRUSHED STONE SHALL BE LOCATED WHERE TRAFFIC WILL
BE ENTERING OR LEAVING A CONSTRUCTION SITE TO OR FROM AN EXISTING ROAD.
2. STONE TO BE 2 - 3 INCH WASHED STONE RAILROAD BALLAST.
3. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC STREETS OR EXISTING
PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE
AS CONDITIONS DEMAND AND REPAIR AND /OR CLEANOUT OF ANY MEASURES
USED TO TRAP SEDIMENT.
4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC STREETS
MUST BE REMOVED IMMEDIATELY.
5. WHEN NECESSARY WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO
ENTERING A PUBLIC STREET, WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON
AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED
SEDIMENT BASIN.
6. REFERENCE NCDENR LAND QUALITY SECTION DESIGN MANUAL: 6.06.
STABILIZED CONSTRUCTION ENTRANCE
REVISION DATE - NOVEMBER 3, 2008
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SCALE: 1/2" = V -0"
2 1/2" DIA. X 72"
ALUMINUM OR
GALVANIZED POST
CHAIN -LINK
WIRE OR PLASTIC TIE (TYP.)
FENCE
33" MIN. POST FILTER FABRIC LAYERS OVERLAPPED
AND 2ND BY 6" AND FOLDED
LAYER FILTER
FABRIC 16" MIN. FILTER
1ST LAYER FABRIC F�
FILTER
FABRIC BACKFILL TRENCH
AND COMPACT
THOROUGHLY
"MIN.::: �� UPSLOPE
�0
io ? / \j/ ::::: (DISTURBED AREA)
EXISTING
GROUND
DETAIL VIEW
NOT TO SCALE
CONSTRUCTION SPECIFICATIONS:
1. CHAIN -LINK FENCE SHALL BE 42 INCHES IN HEIGHT AND USE 42 INCH FABRIC AND 6 FOOT LENGTH POSTS.
2. POLES DO NOT NEED TO SET IN CONCRETE..
3. CHAIN LINK FENCE SHALL BE FASTENED SECURELY TO THE FENCE POSTS WITH WIRE TIES OR STAPLES.
4. FILTER CLOTH SHALL BE FASTENED SECURELY TO THE CHAIN LINK FENCE WITH TIES SPACED EVERY 24"
HORIZONTALLY AT THE TOP AND MIDDLE (VERTICAL) SECTIONS.
5. FILTER CLOTH SHALL BE EMBEDDED A MINIMUM OF 8 INCHES INTO THE GROUND.
6. WHEN TWO HORIZONTAL SECTIONS OF FILTER FABRIC ADJOIN EACH OTHER, THEY SHALL BE OVERLAPPED BY 6"
AND FOLDED.
7. FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND DAILY DURING PROLONGED
RAINFALL. REPAIRS SHALL BE MADE AS NECESSARY.
8. FABRIC SHALL BE REPLACED PROMPTLY IF FOUND TO BE IN DISREPAIR.
9. SEDIMENT DEPOSITS SHALL BE REMOVED AFTER EACH STORM EVENT AND WHEN DEPOSITS REACH APPROXIMATELY
1/3 HEIGHT OF BARRIER.
SUPER SILT FENCE
REVISION DATE - JUNE 2010
INSTALL 19GA
HARDWARE CLOTH
AND STONE ­-
#57 WASHED STONE
2'x4' POST
19 GA. HARDWARE
CLOTH WITH Ya' MESH
24" 16"
HHM
DROP INLET
PLAN
OPENING
a.
CATCH BASIN
5" LONG HEAVY DUTY STEEL
T -POSTS SET 24" MIN. INTO
GROUND (MAX. 4' SPACING)
ENO. 57 WASHED STONE
GROUND
�5'f�
NOTES:
1. ATTACH HARDWARE TO OUTSIDE OF FENCE POSTS WITH
APPROVED FASTENERS.
2. FILTERS SHALL BE INSPECTED WEEKLY AND AFTER EVERY RAIN
AND REPAIRED AS REQUIRED.
3. SEDIMENT SHALL BE REMOVED AFTER DEPOSITS REACH HEIGHT
OF BARRIER.
4. STEEL POSTS SHALL BE MINIMUM 1:33 POUND PER L.F. 5. REF:
NCDENR 6.51.1
INLET PROTECTION
REVISION DATE - NOVEMBER 3, 2008
EXCAVATED AREA
FOR SEDIMENT
STORAGE
PLAN VIEW CRITICAL ROOT ZONE I
ELEVATION VIEW
NO. I DATE I BY
TYPES OF PROTECTIVE BARRIERS
TREE PROTECTION DETAIL
REVISION DATE - NOVEMBER 3, 2008
REVISION DESCRIPTION
VE
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C -501

4,000 PSI CONC. SLAB
RIVER ROCK VERGE SF 9.5A ASPHALTIC CONCRETE
12" 12" 6" 1
FINISHED GRADE ° 10 1 /2'P °° d
< 5" d v
3/a
\\ �/\\ �/\\ �/\\ ��\\
/ �:\ \� /\ / /. /� /� /i. /ice / /.\ / /•\� /\�/ /\ .
8" COMPACTED
2' -6" NCDOT ABC STONE
NOTE: COMPACTED SUBGRADE
PROVIDE CONTRACTION JOINTS AT 10' INTERVALS
IN CONCRETE CURB. PROVIDE EXPANSION JOINTS
AT 60' INTERVALS AND AT RIGID STRUCTURES.
30" VALLEY CURB DETAIL
FOR TRAFFIC CIRCLE
NOT TO SCALE
2" SF 9.5A
4" 1 19.OB-�
SAW CUT EXISTING
ASPHALT
EXISTING
ASPHALT
EXISTING
CONCRETE
6 „ MIN. COMPACTED ABCJ
4” MIN. COMPACTED ABC
COMPACTED SUBGRADE
SECTION A -A
1/2" RAD.
FINISH GRADE JOINT
1.0000
A GUTTER
^ `SURFACE
\TOOLED CONTRACTION JOINTS 0 10' O.C.
L—► A
1/8" RAD.�
FILLERS �III� i/z
EXPANSION JOINTS 0 30' O.C. AND
ADJACENT TO ALL RIGID OBJECTS
CONSTRUCTION NOTES:
1. CURB SHALL BE CONSTRUCTED WITH CLASS B 4000 psi CONCRETE.
2. SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH THE BRUSH
MARKS PARALLEL TO THE CURB.
3. FILL AND SEAL THE TOP 1/2" OF EXPANSION JOINTS AND TOP 1"
OF CONTRACTION JOINTS WITH APPROVED JOINT SEALING COMPOUND.
4. REFERENCE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES, SECTION 846 -3.
CONCRETE CURB & GUTTER (2' -6 11
/
NOT TO SCALE
REVISION DATE - NOVEMBER 3, 2008
NOTE:
MIN. 3000 PSI CONCRETE
REQUIRED THROUGHOUT.
DRAINAGE STRUCTURE TOP
VARIES WITH APPLICATION,
/ / ^ \ SEE CATCH BASIN SCHEDULE
(VERIFY TRAFFIC LOAD
� REQUIREMENT FOR EACH TOP)
/
I< %I
I Y ' I
I I
I I
CONCRETE CATCH BASIN
EXTENSION RISER; LENGTH AND
WIDTH TO MATCH BASIN, HEIGHT
VARIES WITH PROPOSED GRADE
(SEE CATCH BASIN SCHEDULE)
PRE -CAST CONCRETE CATCH BASIN;
LENGTH, WIDTH AND HEIGHT VARIES
BY MANUFACTURER AND APPLICATION;
SEE CATCH BASIN SCHEDULE AND
VERIFY WITH SUPPLIER
5 " -8" WALL THICKNESS
WITH KNOCKOUT PANEL
NO PORTION OF STRUCTURE SHALL BE
REMOVED, DAMAGED OR OTHERWISE
ALTERED EXCEPT THOSE AREAS
DESIGNATED AS KNOCKOUT PANELS
INLET
(3) No. 4 REBAR � 6" � VARIES 6"
KNOCKOUT PANEL I„
(TYP. EACH SIDE) 6
II II.
u I a
.II w II
B fel- B
V)
INLET - u. - - I - ;li VARIES
h
-- 41r q
Irr If
CONCRETE INVERT INSTALLED
AT A CONSTANT SLOPE 6„
FROM INLET TO OUTLET • �!
I I
I I I
OUTLET
SECTION A (P
KNOCKOUT PANEL
(TYP. EACH SIDE) --\
A_
PIPE TO BE FLUSH WITH
INSIDE WALL OF BASIN
AND GROUTED SMOOTH
PROPOSED PIPE
INVERT = BOTTOM OF
PIPE AT FLOW LINE
EROSION
CONTROL
BLANKET
FJ "
EXCAVATED CUT
S LOPE
METAL STAPLE
W
EROSION CONTROL BLANKET
COMPACTED FILL
SLOPE
EROSION
/ CONTROL
2' BLANKET
Mq�
A
010
NOTES:
1. INSTALLATION OF MATTING SHALL CONFORM TO MANUFACTURER'S REQUIREMENTS.
2. SEE GRADING PLAN FOR LOCATIONS OF CUT AND FILL SLOPES.
3. MATTING SHALL BE: NORTH AMERICAN GREEN SC150, AMERICAN EXCELSIOR
EROSION CONTROL BLANKET, OR EQUAL, INSTALL ON ALL DISTURBED SLOPES
(CHOSEN PRODUCT MUST BE RATED FOR SLOPES 2:1 TO 1:1).
4. ALLOW 3" MIN. OVERLAP BETWEEN PARALLEL STRIPS.
5. BURY THE TOP END OF THE MAT IN A TRENCH 4" OR MORE IN DEPTH. TAMP THE
TRENCH FULL OF SOIL. SECURE WITH ROW OF STAPLES, 10" SPACING, 4" DOWN
FROM THE TRENCH. OVERLAP END OF TOP STRIP 4" AND STAPLE.
SLOPE STABILIZATION WITH MATTING
REVISION DATE - NOVEMBER 3, 2008
— — — — — CATCH BASIN TOP
(SEE SCHEDULE FOR TYPE)
— — — — — — —
----------
► a `s
BASIN RISER
`II .n'. HEIGHT VARIES
All �. (2) No. 4 REBAR
.0
_ I
•li
'u
al
+I , 16=
7 I �\
INLET
PRE -CAST CATCH BASIN
REVISION DATE — OCTOBER 22, 2010
-1
CATCH BASIN HEIGHT
`APPROVED STEPS REQUIRED VARIES BY PIPE SIZE
FOR STRUCTURES OVER AND MANUFACTURER
V -6" IN DEPTH, 12" O.C.
—No. 4 REBAR 0 6" O.C.
EACH DIRECTION
300 PSI CONCRETE TO FORM INVERT;
PROVIDE CONSTANT SLOPE FROM ALL
INLETS TO OUTLET, 12" OF #57 STONE
SECTION B MAY BE REQUIRED
FOR POOR SOIL AND /OR WET CONDITIONS;
CONTRACTOR MUST VERIFY WITH ENGINEER
BEFORE PLACING BOX
6" CONCRETE TOP WITH
MANHOLE RING AND
COVER CAST IN
2 " -5" 12"
(5cm- 12.5cm) Cinrr
6"
(15cm)
6"
15c1
..........................
...................... ^ ^
.................... ^ ...............
3"
^ (7.5cm
...................
................................ '''''''''''''''''''''''''''''
.........................
^ ..........................
^ ^
NOTES:
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP'S), INCLUDING ANY
NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP'S IN A 6" DEEP X 6" WIDE TRENCH WITH
APPROXIMATELY 12" OF RECP'S EXTENDED BEYOND THE UP —SLOPE PORTION OF THE TRENCH.
ANCHOR THE RECP'S WITH A ROW OF STAPLES /STAKES APPROXIMATELY 12" APART IN THE BOTTOM
OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO
COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF RECP'S BACK OVER SEED AND COMPACTED
SOIL. SECURE RECP'S OVER COMPACTED SOIL WITH A ROW OF STAPLES /STAKES SPACED
APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE RECP'S.
3. ROLL THE RECP'S DOWN OR HORIZONTALLY ACROSS THE SLOPE. RECP'S WILL UNROLL WITH
APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL RECP'S MUST BE SECURELY FASTENED TO SOIL
SURFACE BY PLACING AND SPACING STAPLES /STAKES IN APPROPRIATE LOCATIONS PER
MANUFACTURER RECOMMENDATIONS.
4. THE EDGES OF PARALLEL RECP'S MUST BE STAPLED WITH APPROXIMATELY 2 " -5" OVERLAP
DEPENDING ON RECP'S TYPE.
5. CONSECUTIVE RECP'S SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE)
WITH AN APPROXIMATE 3" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12"
APART ACROSS ENTIRE RECP'S WIDTH.
6. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE
NECESSARY TO PROPERLY SECURE THE RECP'S.
STAPLE /ROLL INSTALLATION
REVISION DATE - NOVEMBER 3, 2008
NOTE:
STRUCTURES SPECIFIED TO HAVE FLAT
JUNCTION BOX (FJB) TOP WILL BE THE
SAME TOP AS YARD INLET WITHOUT
THE OPEN THROAT OF THE YARD INLET
UNLESS NOTED OTHERWISE
MANHOLE RING AND COVER TO
BE EXTENDED SO THAT ITS TOP
IS FLUSH WITH PROPOSED
GRADE AND /OR PAVING
6" CONCRETE TOP WITH
GRATE AND FRAME CAST IN
UNLESS NOTED OTHERWISE GRATE
AND FRAME FOR THIS TOP TO BE
24 "x24" ( "NEENAH R3339A ") OR
( "U.S. FOUNDRY 4190 -6259) OR
APPROVED EQUAL; VERIFY TRAFFIC
LOAD REQUIREMENTS ON ALL GRATE
AND FRAME ASSEMBLIES
JUNCTION BOX TOP
CATCH BASIN SCHEDULE SYMBOL -(JB)
RIM = TOP OF COVER
GRATES PLACED IN PEDESTRIAN
TRAFFIC AREAS TO SHALL BE
ORIENTED WITH OPEN SLOTS
RUNNING PERPENDICULAR TO
TRAFFIC FLOW (TYP. ALL GRATES)
FLAT CATCH BASIN TOP
CATCH BASIN SCHEDULE SYMBOL -(FCB)
RIM = TOP EDGE OF GRATE
HEAVY,. "T" ,.., . r- A —
FRAME
UNLESS NOTED OTHERWISE GRATE AND
FRAME ASSEMBLY FOR THIS TOP SHALL
BE 24 "x36" ( "NEENAH R3233D ") OR
( "U.S. FOUNDRY 5181 - 6420 ") OR
APPROVED EQUAL CONFORMING TO
N.C.D.O.T. ROADWAY STANDARDS 840.03
CURB INLET TOP
CATCH BASIN SCHEDULE SYMBOL -(CI)
RIM =TOP OF GRATE DIRECTLY UNDER
HOOD OPENING
CATCH BASIN TOP DETAILS
REVISION DATE — OCTOBER 22, 2010
SOLID TOP
CATCH BASIN SCHEDULE SYMBOL -(ST)
RIM = TOP OF COVER
6" SOLID CONCRETE TOP;
WIDTH AND LENGTH TO
MATCH CATCH BASIN
CAST IN 2 LIFTING "EYES"
NOT TO BE REMOVED
UNLESS OTHERWISE NOTED
4000 PSI CONCRETE
TYPICAL ALL TOPS
CONCRETE TOP WITH
GRATE AND FRAME
UNLESS NOTED OTHERWISE GRATE
AND FRAME FOR THIS TOP TO BE
24 "x24" ( "NEENAH R- 3339A ") OR
(U.S. FOUNDRY 4190 -6259) OR
APPROVED EQUAL; VERIFY TRAFFIC
LOAD REQUIREMENTS ON ALL GRATE
AND FRAME ASSEMBLIES
CATCH BASIN TOP
CATCH BASIN SCHEDULE SYMBOL -(CB)
RIM = TOP EDGE OF GRATE
CATCH BASIN SCHEDULE SYMBOL -(YI)
RIM = BOTTOM OF THROAT OPENING
YARD INLET SHALL RECEIVE
FLAT TOP WITH MANHOLE RING
AND COVER CAST IN FLUSH
USE PRE CAST BOX, 4" AND
2" CONCRETE BLOCK, OR BRICK
TO ELEVATE TOP TO ACHIEVE
THE DESIRED THROAT OPENING
THROAT OPENING
ALL FOUR SIDES UNLESS
NOTED OTHERWISE
REVISION DESCRIPTION
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PAVEMENT
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EXISTING
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'EXISTING ' ` '' ': •`''' <e.;
3 . TOOLED . JOINT° a a' TQOLED JOINT :.
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COMPACTED TO 100% COMPACTION - STANDARD
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0
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WITH RUBBERIZED ASPHALT
B
WITH RUBBERIZED ASPHALT
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TACK COAT 1' -0" 1' -0" PIPE 1' -0" 1'- 0 " "� D
B
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MAX. 0. D. MAX.
S
PLAN
PLAN
STOP BAR
A
COMPACTED EARTH
/\\ BACKFILL
NOTE: UPPER TWO FEET OF
BACKFILL UNDER ROADS TO
BE COMPACTED TO 100 %
5' OR AS NOTED ON PLANS
\v
UNDISTURBED EARTH
4" CONCRETE SIDEWALK FINISH GRADE
SLOPE 1/4" PER FOOT
CONCRETE CURB
6" WIDTH VARIES
12" GAP, TYP.
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NOTES:
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2„ SF 9.5A FINISH GRADE
SLOPE 1 /4" PER FOOT
�� Y°° ° °°
1. EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE.
BROOMED CLEAN OF DUST BEFORE TACK COAT IS APPLIED.
\/\ \/\ \/\ \
i\/j\ / /\/j\ // �j / /\/j�
\`j� \/�j \j\ \/ \ \/ \ j \/ / �j �y� j y'��j / �/ �j y \ / \/�j \j�
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2. EDGES TO BE TACKED WITH CRS -I OR CRS -II.
EXISTING \/\ \\
3. THICKNESS OF CABC STONE, I -19.0B BINDER AND SF 9.5A SURFACE
COURSE SHALL MATCH EXISTING CONDITIONS IF GREATER THAN SHOWN ON
DETAILS.
4" MIN. COMPACTED ABC
CONCRETE \ \ \� \ \ \ \� \ �/l\ \\/\
OR STONE 4 \ // \// / / /j� / \ /� / \ / \ /�j�� \ / /j�/ / /j� / \ /� /\ �j� //� /j�/
1 19.08 \ \ \ \\ \ \\ \ \\ \ \\ \ \\ \ \\ \ \ \��
4' MIN.
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4. CONTRACTOR RESPONSIBLE FOR REPLACEMENT OF ANY PAVEMENT
/ / \ \//
w
Z
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MARKINGS DISTURBED OR COVERED BY OVERLAY.
SECTION B -B
y// y
` \ \i��
w
4" MIN. COMPACTED ABC
6" MIN. COMPACTED ABC
COMPACTED SUBGRADE
NOTES:
p _3
Q
TYPICAL PAVEMENT REPAIRS
1 HANDICAP RAMPS, HEM
RTHEOINTERSECTION
�y O
U
SECTION B -B
WITHIN AREA ESTABLISHED THE NTERSECTTIION RADII.
L^L
NOT TO SCALE
REVISION DATE - NOVEMBER 3, 2008
BROOM FINISH SURFACE
2. PLACE STOP BARS A MINIMUM OF 4 FEET FROM NEAREST CROSSWALK LINE, BUT NOT WITHIN
THE AREA OF A HANDICAP RAMP. PLACE STOP BARS PARALLEL TO CROSSWALK LINES, BUT
uj
PERPENDICULAR TO DIRECTION
OF TRAFFIC
BROOM FINISH SURFACE
CAN BE PERPENDICULAR TO TRAVEL LANES.
Q �
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TOOLED JOINT
1/8" TO 1/4°
JOINT SEALER 1/8" RADIUS 1"
•' ; '�' ' '� '.•. •,'
PERPENDICULAR TO DIRECTION
OF TRAFFIC
V- SHAPED
TOOLED JOINT
JOW,TTSEALER 1/8" RADIUS
HI- VISIBILITY CROSSWALK
0 2
REVISION DATE - DECEMBER 2 010
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O 1 1
I
2" LIFTS OF ASPHALT 1' -0 SEE TRENCH DETAIL 1 -0
TYPE SF 9.5A TO FOR WIDTH
EXPANSION JOINTS 0 SIDEWALK GROOVE
11/2- JOINT FILLER �I� I 1/2"
12" 12"
N
U
MATCH EXISTING
PAVEMENT THICKNESS
30' 0. C. & ADJACENT JOINTS SPACING AT
TO ALL RIGID OBJECTS WIDTH OF SIDEWALK
EXPANSION JOINTS 0 SIDEWALK GROOVE
ui
EXISTING PAVEMENT EXISTING PAVEMENT
30' O.C. & ADJACENT JOINTS SPACING AT
TO ALL RIGID OBJECTS WIDTH OF SIDEWALK
RESERVED RESERVED
PARKING PARKING
Q
O
co
2 MIN.
r
I I
�
s c
OR STONE OR STONE
SECTION A -A
SECTION A -A
® ®
Q
O
6 MIN. CABC COMPACTED
\ / / \ / / \ / / \ / / \ / / \ / / \ //\ TO '100 ' S7D: P'ROC7OR \ //\ \ / / \ / / \ / / \ / / \ / / \ / / \/ 6" MIN.
/ LIFTS
//\ \ / \ \ /, \ \ / / \ \ /� \,� \, \\
_
VAN ACCESSIBLE SIGN r -
- I R7
z
\
(AS REQUIRED) -8 R7 -8a
/ / \ \ / \ \\ • •• \ \ / \ \/\
L- -J SIGN APPROVED FOR USE UNDER
w
•• •
/ / \// • '.:' :: ':::: ' / / \ //� TACK EXISTING PAVEMENT
CONSTRUCTION NOTES:
CONSTRUCTION NOTES:
GENERAL STATUTE 20 -37.6
�
m
/� \j '' : :.• \j� \j�\ EDGE WITH CRS -I OR CRS -II.
\ / / \ /.' \ / / \/� PATCH TO MATCH EXISTING
o COLORS: (ALL SIGNS) LEGEND AND
J
\ :`•.::.' :•'•.: :•': •.': \ \
PAVEMENT
\% \ \%j
1. CURB SHALL BE CONSTRUCTED WITH CLASS B 4000 PSI CONCRETE.
1. CURB AND SIDEWALK SHALL BE CONSTRUCTED WITH CLASS B 4000 PSI
BORDER - GREEN WHITE SYMBOL ON
SIGN BLUE BACKGROUND BACKGROUND -
R7 -8
DRY/ j \ ..•:: ° :.' %j
UNDISTURBED j \ \j ::: •,•:.:' '• .•�• '::. . '.:::. / \�
2. SIDEWALK SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH HE BRUSH
CONCRETE.
BOTTOM OF SIGNS WHITE ARROW - GREEN
R7 -8 OR R7 -8a OR
•
EARTH :. \ \ / / \ \� 6" LIFTS OF SUITABLE SOIL
OR CABC AT OPTIMUM
MARKS PERPENDICULAR TO THE CURB.
2.
2. SIDEWALK SURFACE SHALL BE GIVEN A LIGHT BROOM FINISH WITH
R7 -8a
MOISTURE COMPACTED 95%
3. CURB SHALL BE GIVEN LIGHT BROOM FINISH PARALLEL TO CURB LINE.
THE BRUSH MARKS PERPENDICULAR TO THE CURB.
0 12"
SIGN
co J
STANDARD PROCTOR
3. CURB SHALL BE GIVEN LIGHT BROOM FINISH PARALLEL TO CURB LINE.
o R = 1 -1/2"
R7 -8D
o (TYPICAL)
N J
/ " /
\\ •: •:• •. '. I •• . •:... \ \ PIPE
MAXIMUM
'p� PENALTY 3/8"
CD _ � w w Q
0 U i Q
m m > >
$2 (TYPICAL)
I
� � p W � LLj p
w '
NOTE: �
1. EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE. BROOMED
3/8p
R7 -8D (TYPICAL)
p z m z F Q
z iii 0 0 9 U) z o
c 5 z
CLEAN OF DUST BEFORE TACK COAT IS APPLIED.
m � 0 cn w o
O OU
2. EDGES TO BE TACKED WITH EMULSIFIED ASPHALT TACK CRS -I OR CRS -II.
CONCRETE SIDEWALK
MONOLITHIC CONCRETE SIDEWALK DETAIL
x
0 0 U 0 E
ASPHALT DRIVE REPAIR
NOT TO SCALE
REVISION DATE - NOVEMBER 3, 2008
NOT TO SCALE
REVISION DATE - DECEMBER 3, 2011
00 12"
R =
(TYPICAL)
(TYPICAL)
�+ /
NOT TO SCALE
x VAN
3/8-
REVISION DATE - NOVEMBER 3, 2008
� ACCESSIBLE
(TYPICAL)
3/8"
(TYPICAL)
2" SF 9.5A ASPHALT
2" TYPE 1 19.088 BITUMINOUS BINDER
W
HANDICAP
PARKING SIGN
6" COMPACTED
FINISHED GRADE VAN ACCESSIBLE SIGN
Q
(R7 -8E)
AGGREGATE BASE COURSE
12"
vJ
NOTE:
2' -0" SUBGRADE
RESERVED
PARKING
O
1. ALL STRIPING IS THERMO PLASTIC, PER
- - - - - - - (COMPACTED 100% IN 8" LIFTS)
GENERAL NOTES:
1. REGARDLESS OF AGE, ALL ACCESSIBLE
W
N.C.D.O.T. STANDARD 1087(C).
N NOTE:
_ _ _ _ _ _ _
SPACES SHALL BE IDENTIFIED BY ABOVE- -
®
7
4' WIDE WHITE HC HC PARKING SPACE TO
= _ _ _ _ _ =
GROUND SIGNS ONLY. (SEE N.C.G.S.) N ~�
L
PAINTED STRIPES ° SLOPE MAXIMUM 2% IN
- - - - - - -
2. NEW SPACES SHALL NOT USE GROUND -
2. PAVEMENT MARKINGS SHALL CONFORM
- ANY DIRECTION
MSPACES
TO N.C.D.O.T. DIVISION OF HIGHWAYS
a
3. ACCESSIBLE ARE REQUIRED TO TM
BE STRIPED OFF ONLY; BLUE COLORING
STANDARD DRAWINGS:
IS NOT NECESSARY NOR REQUIRED R7 -8E
- 1205.01, SHEET 1 OF 2
4. STRIPING IS WHITE ON DARK PAVEMENT;
W
- 1205.04, SHEET 1 OF 2
8� 8•
�- .-I_ _�-.�
BLACK ON LIGHT PAVEMENT. (N.C.D.O.T.) THIS SIGN MAY BE USED INSTEAD
U
- 1205.05, SHEET 1 OF 1
5' STANDARD
95% IN 8" LIFTS FILL DEPTH
OF SIGNS R7 -8 / R7 -8D
- 1205.06, SHEET 2 OF 2
8' VAN
VARIES (COMPACTED)
- 1205.07, SHEET 1 of 1
SIGN MOUNTING HEIGHT
- 1205.08, SHEET 1 of 7
ACCESSIBLE STRIPING DETAIL
NOT TO SCALE
FOR HANDICAP PARKING
REVISION DATE - NOVEMBER 3, 2008
SHEET
NOT TO SCALE
GENERAL NOTE (STRIPING)
REVISION DATE - NOVEMBER 3, 2008
ORIGINAL GROUND AFTER
REVISION DATE - NOVEMBER 3, 2008
CLEARING AND GRUBBING
TYPICAL CROSS - SECTION
C=503
NOT TO SCALE
NO.
DATE
BY
REVISION DESCRIPTION

FLANGED 90-
BEND
B
t-
REMOVABLE ACCESS PANEL
PREFABRICATED, INSULATED
SIZE
W/ LOCK All HINGED
3" ROOF
HEATED ENCLOSURE UL RATED
6 INCH
INSULATION I". DOOR SIZED FOR
FOR DAMP LOCATIONS AND
COMPLY OMPLY TO AL NECESSARY
�4
FULL CHARGE.
ELECTRICAL & BUILDING
[
PRV
OF
CODE REOUIRMENTS
SEE NOTE 3\
OF
E DUrE D PRESSUR
10 INCH
I" MIN.
A S E BLY
1 1/2 ROOF
GATE VALVE
FREE OF CONCRETE. A LAYER OF
FIRE RATED
(OS&Y)
DOMESTIC
INSULATION
W To
-OPTIONAL LOCATION FOR
FIRE DEPARTMENT
FLANGED 90-
BEND 12"
AND DETAILS MANUAL
CONNECTION ON
ffiBIPARRA% INE.
0
MIN.
2.
By FIRE OFFICIAL
LARGE METER BOX.
E-O
12'
ASSEMBLY
GENERAL NOTES: OPERATION OF THE FIRE HYDRANT.
MN.
1. LOCATION SHOULD BE COORDINATED WITH NCDOT
F_ 12'
DOMESTIC
DOUBLE
2 112'
WITHIN 15 FEET
BELOW GROUND IN A
AND THE CONCRETE.
3. HYDRANT LOCATION SHALL NOT INTERFERE
CHECK
&
OF THE WATER
PRECAST DRAINABLE PIT,
11- (I 5
5 5
4. CONCRETE BOLLARDS WILL BE REQUIRED FOR
ASSEMBLY
ABOVE
i FLANGED 90' BEND
i
City of Asheville, NC
HIGH
CUSTOMER
REDUCED
MOUNTED WALL !4
WITHIN 15 FEET
FLANGED 90' BEND
MOUNTED HEATER
6' WASHED STONE
IRRIGATION
PRESSURE
COMPACTED EARTH
OF THE WATER
SUPPLY
W.15
BLOCK DIMENSIONS BASED ON
FLOW
DIVISION
METER
ENCLOSURE. HORIZONTAL
PROVIDE BRACES (TYP.)
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L: L
ASSEMBLY
SECTION BB
IN PAVED AREAS
INSTALLATION ONLY,
NOT TO SCALE
FIRE
DOUBLE
PREFABRICATED INSULATED
HEATED ENCLOSURE AS
HINGED, INSULATED
DRAIN OPENING
- --\
APPROVED BY ENGINEER
FLANGED 90-
BEND
B
t-
REMOVABLE ACCESS PANEL j
OPENING EACH SIDE PLAN
NOT TO SCALE
City of Asheville, NC
Transportation & Engineering
Department
OPTIONAL LOIA1111 11 FIRE
DEPARTMENT CONNECTION ON
DEDICATED FIRE UNE, TO BE
APPROVED BY FIRE FFICtAL
FDC SIGN REQUIRED PER FMO
FIRE LINE
INSIDE PIT DIMENSIONS
PRESSURE REDUCING LAB OR WALL
VALVE SLAB HEATER
SIZE
SIZE
SEE NOTERV
6 INCH
VARIES
.12 �CATE VALVE 12-
IS MIN,
AIN. Y)
�4
_77
4'-0' . 4'-0"
DOUBLE LEAF
8 INCH
OF
' ?R
4'-0" x 4'-0"
OF
E DUrE D PRESSUR
10 INCH
FROM BOTTOM AND SIDES.
A S E BLY
ON DEVICE
DEVICE
REMOVABLE ACCESS PANEL j
OPENING EACH SIDE PLAN
NOT TO SCALE
City of Asheville, NC
Transportation & Engineering
Department
OPTIONAL LOIA1111 11 FIRE
DEPARTMENT CONNECTION ON
DEDICATED FIRE UNE, TO BE
APPROVED BY FIRE FFICtAL
FDC SIGN REQUIRED PER FMO
FIRE LINE
INSIDE PIT DIMENSIONS
ACCESS DOOR
SIZE
SIZE
LENGTH I WIDTH I DEPTH
6 INCH
VARIES
DOUBLE LEAF
BACKFLOVV
SIZE VAULT SO THAT THE TOP
IS A MINIMUM 6' FROM THE
4'-0' . 4'-0"
DOUBLE LEAF
8 INCH
OF
BOTTOM AND ALSO TO PROVIDE
A MINIMUM 12" OF CLEARANCE
4'-0" x 4'-0"
OF
DOUBLE LEAF
10 INCH
FROM BOTTOM AND SIDES.
4'-0" . 6*-0'
GENERAL NOTES.
1. WHERE SPRINKLER SYSTEMS ARE USED,
A FIRE DEPARTMENT CONNECTION SHALL
BE PROVIDED ON THE BUILDING OR AS
OTHERWISE APPROVED BY FIRE OFFICIAL,
CONNECTION LOCATION(S) MUST BE
APPROVED BY FIRE OFFICIAL.
2. AMR ASSEMBLIES REQUIRED FOR THE
METER.
3, A PRESSURE REDUCING VALVE (PRV) MUST BE
INSTALLED BEFORE THE BACKFILOW PREVENTER IF
THE AVERAGE SYSTEM PRESSURE EXCEEDS 175 PSI
PRV SIZE SHALL MATCH LINE SIZE.
4. IN BUILDING INSTALLATION WILL "ONLY' BE
ALLOWED WHERE EXISTING SITE CONDITIONS
MAKE IT UNFEASIBLE TO COMPLY WITH CHART
BELOW. APPROVAL MILL BE GRANTED ON A CASE
BY CASE BASIS AND WILL REQUIRE THE
EXECUTION OF AN ESTOPPEL CERTIFICATE BY THE
OWNER / DEVELOPER,
5. ALL NON-METERED FIRE SERVICE MAINS SHALL
HAVE A DETECTOR METER WITH A REMOTE
READING DEVICE INSTALLED AT THE FACE OF THE
BUILDING / ENCLOSURE OR TOP OF VAULT.
5. THERE SHALL BE A MINIMUM OF 12" SEPARATION
OR FREE CLEARANCE BETWEEN THE SIDES AND
BOTTOM OF THE ENCLOSURE / VAULT AND
BACKFILOW ASSEMBLY.
GENERAL INSTALLATION REQUIRMENTS
GENERAL NOTES:
F-
TYPE OF
GENERAL NOTES
v 0 0
00
CD
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D
DEGREE
TYPE OF
BACKFLOVV
SIZE
LOCATION
INSTALLATION
OF
SERVICE
PREVENTI
OF
REQUIREMENTS
REQUIREMENTS
HAZARD
SIDEWALK
ON DEVICE
DEVICE
FREE OF CONCRETE. A LAYER OF
RAMP
FT /
MODERATE
DOMESTIC
DOUBLE
W To
WITHIN 15 FEET
BELOW GROUND IN A
AND DETAILS MANUAL
5' MAX
CHECK
2.
OF THE WATER
LARGE METER BOX.
vn
FLAT TO ALLOW ACCESS TO AND
ASSEMBLY
GENERAL NOTES: OPERATION OF THE FIRE HYDRANT.
METER
1. LOCATION SHOULD BE COORDINATED WITH NCDOT
MODERATE
DOMESTIC
DOUBLE
2 112'
WITHIN 15 FEET
BELOW GROUND IN A
AND THE CONCRETE.
3. HYDRANT LOCATION SHALL NOT INTERFERE
CHECK
&
OF THE WATER
PRECAST DRAINABLE PIT,
4. CONCRETE BOLLARDS WILL BE REQUIRED FOR
ASSEMBLY
ABOVE
METER
City of Asheville, NC
HIGH
DOMESTIC /
REDUCED
%, &
WITHIN 15 FEET
ABOVE GROUND
STANDARD HYDRANT LOCATION
IRRIGATION
PRESSURE
ABOVE
OF THE WATER
INSULATED HEATED
W.15
BLOCK DIMENSIONS BASED ON
ZONE
DIVISION
METER
ENCLOSURE. HORIZONTAL
q
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ASSEMBLY
IN PAVED AREAS
INSTALLATION ONLY,
MODERATE
FIRE
DOUBLE
2' &
ADJACENT TO
BELOW GROUND IN A
tUN_METERED>
CHECK
ABOVE
ROAD
PRECAST DRAINABLE PIT
BACKFILL MATERIAL
BACKFILL MATERIAL
DETECTOR
RIGHT-OF-WAY
BLOCKING,
2. VALVE PAD REQUIREMENTS
SHALL NOT BE APPLICABLE
4000 PSI
ASSEMBLY
COMPACTED IN
3" LIFTS
MODERATE
FIRE
DOUBLE
21 &
WITHIN 15 FEET
BELOW GROUND IN A
(METERED)
CHECK
ABOVE
OF THE WATER
PRECAST DRAINABLE PIT
ASSEMBLY
METER
1. CONSTRUCTION OF TRENCHES
HIGH
FIRE
REDUCED
21 &
ADJACENT TO
ABOVE GROUND
(UN- METERED)
PRESSURE
ABOVE
ROAD
INSULATED HEATED
ZONE
UNDISTURBED
RIGHT-OF-WAY
ENCLOSURE, HORIZONTAL
DETECTOR
INSTALLATION ONLY.
EARTH
TOP SECTION
ASSEMBLY
HIGH
FIRE
REDUCED
2- &
ADJACENT TO
ABOVE GROUND
ND
IT'
ul, Ti =1
'J�­l
(METERED)
PRESSURE
ABOVE
M
O
INSULATED HEAT ED
OVERCUT EXCAVATION
ZONE
BUTTERFLY VALVE
VD
RIGHT-OF -WAY
ENCLOSURE, HORIZONTAL
�NL AL
I
ASSEMBLY
INSTALLATION
cc
rimi,
24" X 24"
CONCRETE
1/3 C.Y. OF
#57 STONE
CABC BEDDING S
24"J�L6 X 16"(W)
MINIMUM.
2' MIN.-
City of Asheville, NC
WATER ENGINEERING
DIVISION
APPROVED RESTRAINT DEVICE
MEGALUG OR EQUAL
CRETE
•
GENERAL NOTES:
F-
aaao
GENERAL NOTES
v 0 0
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z< BACK OF CURB----______
SHEETED OPEN
TRENCH TRENCH
_j <
ZPARKING
TRENCH TRENCH
LOT
1. ALL FITTINGS MUST BE RESTRAINED AS 3.
FITTING JOINTS SHALL BE KEPT
1. VALVE BOX SHALL NOT CONTACT
3. VALVE BOX ADJUSTMENT MUST BE DONE BY ADJUSTING/RAISING
L SAME AS
PARKING
3' RADIUS SPACES
SIDEWALK
FINISHED GRADE TYPICAL FINISHED GRADE
_3' RADIUS
WHEELCHAIR
FREE OF CONCRETE. A LAYER OF
RAMP
FT /
0
" PROPOSED 3'
HYDRAN, T
tr
I/PROPOSED
2' MIN
WATER MAIN OR VALVE.
2. VALVE PAD REQUIREMENTS
5' MAX 2' MIN
AND DETAILS MANUAL
5' MAX
00
u
CURB AND GUTTER
IN PAVED AREAS IN UNPAVED AREAS
UNOBSTRUCTED ARE MUST ALSO BE
vn
FLAT TO ALLOW ACCESS TO AND
GENERAL NOTES: OPERATION OF THE FIRE HYDRANT.
Z
1. LOCATION SHOULD BE COORDINATED WITH NCDOT
SHALL NOT BE APPLICABLE
ALONG STATE MAINTAINED ROADWAYS.
BACKFILL MATERIAL--,,g,.
2. OBSTRUCTION FREE AREA SHALL APPLY TO ALL
W c)
=� �
LOCATIONS FOR FIRE HYDRANT INSTALLATION.
AND THE CONCRETE.
3. HYDRANT LOCATION SHALL NOT INTERFERE
1
WITH THE REQUIREMENTS OF THE NORTH
TI
CAROLINA BUILDING CODE.
4. CONCRETE BOLLARDS WILL BE REQUIRED FOR
FOR IMPROVED PAVED SURFACES.
INSTALLATION WITHIN PARKING AREAS
DIMEN. IN FEET
City of Asheville, NC
2.4 2.8 1 4.5 1
REVISIONS
STD. NO.
DATE I
-
DESCRIPTION
RESPONSIBLE TO CALCULATE THRUST 4.
STANDARD HYDRANT LOCATION
612009
RE ISED DETAIL FROM 6.07
COVER
EO
WATER ENGINEERING
TYPICAL FINISHED GRADE
IN UNPAVED AREAS
W.15
BLOCK DIMENSIONS BASED ON
RESTRAIN PIPE JOINTS IN LIEU OF
DIVISION
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rimi,
24" X 24"
CONCRETE
1/3 C.Y. OF
#57 STONE
CABC BEDDING S
24"J�L6 X 16"(W)
MINIMUM.
2' MIN.-
City of Asheville, NC
WATER ENGINEERING
DIVISION
APPROVED RESTRAINT DEVICE
MEGALUG OR EQUAL
CRETE
•
NO. I DATE I BY
REVISION DESCRIPTION
GENERAL NOTES:
SHEETED OPEN
aaao
GENERAL NOTES
v 0 0
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0
0 <
SHEETED OPEN
TRENCH TRENCH
.0
0 `
TRENCH TRENCH
z
1. ALL FITTINGS MUST BE RESTRAINED AS 3.
FITTING JOINTS SHALL BE KEPT
1. VALVE BOX SHALL NOT CONTACT
3. VALVE BOX ADJUSTMENT MUST BE DONE BY ADJUSTING/RAISING
m
GENERAL NOTES: SURFACE COURSE /-TYPICAL
FINISHED GRADE TYPICAL FINISHED GRADE
SPECIFIED IN THE STANDARD SPECIFICATIONS
FREE OF CONCRETE. A LAYER OF
N
00
N
00
0
Z
tr
�
WATER MAIN OR VALVE.
2. VALVE PAD REQUIREMENTS
THE TOP SECTION OF THE EXISTING ADJUSTABLE SCREW -TYPE
VALVE BOX TO GRADE OR BY INSTALLING A NEW VALVE BOX
TOP SECTION. THE USE OF PAVING RINGS OR ADJUSTING C.I.
AND DETAILS MANUAL
POLYETHYLINE PLASTIC SHALL BE
00
u
1� VALVE BOX NOT TO CONTACT
WATER MAIN OR VALVE OR
IN PAVED AREAS IN UNPAVED AREAS
z
vn
PLACED BETWEEN THE FITTING
Z
6 1 8 10
SHALL NOT BE APPLICABLE
SLEEVES IS NOT ALLOWED.
BACKFILL MATERIAL--,,g,.
0
W c)
=� �
COMPACTED BACKFILL UNDER
AND THE CONCRETE.
1
O
TI
COMPACTED IN
FOR IMPROVED PAVED SURFACES.
DIMEN. IN FEET
1.2 1 1,6 1 2.0
2.4 2.8 1 4.5 1
VALVE BOX,
6" LIFTS
-IN
RESPONSIBLE TO CALCULATE THRUST 4.
_tlk
COVER
EO
TYPICAL FINISHED GRADE
TYPICAL FINISHED GRADE
IN UNPAVED AREAS
BLOCK DIMENSIONS BASED ON
RESTRAIN PIPE JOINTS IN LIEU OF
(il
2� ALL FITTINGS AND APPURTENANCES . ..... "L2 - - ------ ------- -
SHALL BE RESTRAINED AS PER
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-
IN PAVED AREAS
CONCRETE DEADMAN & PODDING,
SPECIFICATIONS IN LIEU OF THRUST
CAB(
I I
BACKFILL MATERIAL
BACKFILL MATERIAL
BLOCKING,
2. VALVE PAD REQUIREMENTS
SHALL NOT BE APPLICABLE
4000 PSI
_ff-F1 F-F)
COMPACTED IN
3" LIFTS
1-2
FOR IMPROVED PAVED SURFACES.
3, VALVE BOX ADJUSTMENT MUST BE DONE BY ADJUSTING/RAISING
N A
L
a.
CABC, K�
1. CONSTRUCTION OF TRENCHES
THE TOP SECTION OF THE EXISTING ADJUSTABLE SCREW-TYPE S-0"
0 0
WATER LINE
ADJUSTABLE
UNDISTURBED
UNDISTURBED
6"
VALVE BOX TO GRADE OR BY INSTALLING A NEW VALVE BOX MAXIMUM
�T
EARTH
TOP SECTION
REGULATIONS. CONTRACTOR
TOP SECTION. THE USE OF PAVING RINGS OR ADJUSTING C.I.
SLEEVES IS NOT ALLOWED.
VALVE BOX
SHALL BE RESPOSIBLE FOR
IT'
ul, Ti =1
'J�­l
STANDARD EXCAVATION
OVERCUT EXCAVATION
COMPLIANCE WITH ALL
BUTTERFLY VALVE
APPLICABLE REGULATIONS.
' "
S-0"
24" X 24 X 6" 4000 PSI MAXIMUM
CONCRETE PAD
X19
NOTE:
LAST IN-LINE GATE VALVE MEGA-LUG OR AL
APPROVED EQU
TAPPING SLEEVE
3 - 0
MINIMUM VALVE BOX
COVER
SHOWN
SHEETED OPEN
2. NO BOULDERS OR STONES
OR BUTTERFLY VALVE
10 0
3/4" THREADED ROD
WATER LINE
MAIN
NiP
IN EXCESS OF 4" IN SIZE
WITH MEGA-LUG OR
SHEETED OPEN
TRENCH TRENCH
SHALL BE USED AS PART
APPROVED EQUAL
PLAN
(GALVANIZED OR
STANDARD VALVE
BOX-BOTTOM
DIMJ GATE VALVE
24" MAXIMUM-
OF THE INITIAL BACKFILL.
0 0
j
+1.01 F +1.0,
BACKFILL MATERIAL
SECTION
COMPACTED BACKFILL
BACKFILL MATERIAL
COMPACTED IN
COMPACTED IN
6" LIFTS
3. PIPE BEDDING MATERIAL
SHALL BE # 57 WASHED
PL
NOTES:
6" LIFTS
12 ,MA
3�
STONE.
III
0 0
12 M IN 6%
SPRING LINE OF PIP
SPRING LINE OF
PIPE
VALVE
1. TAPPING SLEEVE WILL BE
MUELLER #H -615 OR
APPROVED EQUAL.
..........
A+PIPE
Q
0 0
0 0
------------ -
MEGALUG OR EQUAL
2. APPROVED RESILIENT
WASHED STONE
ar a t'�` " Y as
ADJUSTABLE
0
WASHED STONE :a 1q
� Iw/
EMBEDMENT
SEAT TAPPING VALVE.
D.I. CL. 350
0
0 0
WATER LINE
- -
SCREW-TYPE
VALVE BOX
i -
f
LLB
DUCTILE IRON
WATER MAIN
ONE (1) JOINT OF DUCTILE IRON PIPE
0\ 1 )0
H
3. SOLID CONCRETE OR BRICK
BLOCKING WILL BE USED AS
ADDITIONAL WASHED
f
UNDISTURBED
STONE FOR UNDERCUT
j
FOOTING FOR DUCTILE IRON PIPE,
MAIN
EARTH
EXCAVATION ONLY AS
STANDARD EXCAVATION
DIRECTED BY ENGINEER
SIDE VIEW-
END MEW-
IN WET CONDITIONS
UNDISTURBED-/
0 0
WATER LINE
RESTRAINED DIMJ OR
UNDERCUT EXCAVATION
4. ALL FITTINGS AND APPURTENANCES
IN UNSTABLE SOILS TYPES
HYDRANT
'TEE"
City of Asheville, NC
TYPICAL
TYP
TRENCH
DETAIL
REVISIONS
SHALL BE RESTRAINED AS PER IN
City of Asheville, NC
A
END OF LINE
Ir"'LUG
REVISIONS
RESTRAINED BUTTERFLY
VALVE
DATE
DESCRIPTION
�RESTRAINED
-
DESCRIPTION
LIEU OF THRUST BLOCKING
REVISED DETAIL FROM 6.19
612009
REVISED
DETAIL FROM 6.14
WATER ENGINEERING
IAL
W.21
SLEEVE
SPECIFICATIONS
APPROVED RESTRAINT DEVICE
DIVISION
ELEVATION
DIVISION
MEGALUG OR EQUAL
City of Asheville, NC
TYPICAL
VALVE & VALVE BOX
REVISIONS
STD. NO.
City of Asheville, NC
TYPICAL BUTTERFLY
REVISIONS -
STD. NO.
City of
Asheville NC
TAPPING SLEEVE AND
REVISIONS
STD. NO.
DATE
DESCRIPTION
DATE
I DESCRIPTION
DATE
I DESCRIPTION
6!2009
REVISED DETAIL FROM 6.22
WATER ENGINEERING
INSTALLATION
/ ADJUSTMENT
6/2009-FR-EVISED
DETAIL FROM 6.06
ITAW1.18
WATER ENGINEERING
VALVE INSTALLATION
6/2oo-gTREVISED
DETAIL FROM 6.20
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WATER
ENGINEERING
VALVE ASSEMBLY
W.20
DIVISION
DIVISION
DIVISION
NO. I DATE I BY
REVISION DESCRIPTION
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GENERAL NOTES
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1. ALL FITTINGS MUST BE RESTRAINED AS 3.
FITTING JOINTS SHALL BE KEPT
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SPECIFIED IN THE STANDARD SPECIFICATIONS
FREE OF CONCRETE. A LAYER OF
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AND DETAILS MANUAL
POLYETHYLINE PLASTIC SHALL BE
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PIPE SIZE (NOMINAL DIAMETER IN INCHES)
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PLACED BETWEEN THE FITTING
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1 12 16 24
BACKFILL MATERIAL -�
BACKFILL MATERIAL--,,g,.
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2. DIMENSION TABLE GIVEN IS A GUIDE
AND THE CONCRETE.
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COMPACTED IN
COMPACTED IN
ONLY. ENGINEER SHALL BE
DIMEN. IN FEET
1.2 1 1,6 1 2.0
2.4 2.8 1 4.5 1
6" LIFTS
6" LIFTS
RESPONSIBLE TO CALCULATE THRUST 4.
CONTRACTOR HAS THE OPTION TO
BLOCK DIMENSIONS BASED ON
RESTRAIN PIPE JOINTS IN LIEU OF
12 MI' MIa
ACTUAL SOIL AND OPERATING
CONCRETE DEADMAN & PODDING,
BACKFILL MATERIAL
BACKFILL MATERIAL
COMPACTED IN
3" LIFTS
COMPACTED IN
3" LIFTS
GENERAL NOTES:
1. CONSTRUCTION OF TRENCHES
SHALL BE IN ACCORDANCE
WITH THE LATEST OSHA
UNDISTURBED
UNDISTURBED
6"
EARTH
EARTH
REGULATIONS. CONTRACTOR
SHALL BE RESPOSIBLE FOR
STANDARD EXCAVATION
OVERCUT EXCAVATION
COMPLIANCE WITH ALL
APPLICABLE REGULATIONS.
RETAINER GLAND
_2A
NOTE:
LAST IN-LINE GATE VALVE MEGA-LUG OR AL
APPROVED EQU
BELL HOLES NOT
SHOWN
SHEETED OPEN
2. NO BOULDERS OR STONES
OR BUTTERFLY VALVE
3/4" THREADED ROD
IN EXCESS OF 4" IN SIZE
WITH MEGA-LUG OR
SHEETED OPEN
TRENCH TRENCH
SHALL BE USED AS PART
APPROVED EQUAL
(GALVANIZED OR
TRENCH WIDTH
TRENCH TRENCH
OF THE INITIAL BACKFILL.
BITUMINOUS COATED)
+1.01 F +1.0,
BACKFILL MATERIAL
BACKFILL MATERIAL
COMPACTED IN
COMPACTED IN
6" LIFTS
3. PIPE BEDDING MATERIAL
SHALL BE # 57 WASHED
PL
A
d
6" LIFTS
12 ,MA
24" MAX 12" MAX
12" MIN - 6" MIN
STONE.
DIMJ PLUG
12 M IN 6%
SPRING LINE OF PIP
SPRING LINE OF
PIPE
4. SELECT BACKFILL MATERIAL
SHALL BE CLASS I OR 11 AS
PER NCDOT STANDARD
..........
A+PIPE
DIAMETER
SPECIFICATIONS.
------------ -
MI
K-4,B M1
WASHED STONE
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UNDISTURBED EARTH
WASHED STONE :a 1q
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EMBEDMENT
EMBEDMENT 7\\\7\�\,/�11
ONE (1) JOINT OF DUCTILE IRON PIPE
ADDITIONAL WASHED
UNDISTURBED
STONE FOR UNDERCUT
SIZE VARIES
EARTH
EXCAVATION ONLY AS
STANDARD EXCAVATION
DIRECTED BY ENGINEER
SIDE VIEW-
END MEW-
IN WET CONDITIONS
UNDISTURBED-/
EARTH
UNDERCUT EXCAVATION
IN UNSTABLE SOILS TYPES
City of Asheville, NC
TYPICAL
TYP
TRENCH
DETAIL
REVISIONS
STD. NO.
City of Asheville, NC
A
END OF LINE
Ir"'LUG
REVISIONS
STD. NO.
DATE
DESCRIPTION
DATE
-
DESCRIPTION
6/2009
REVISED DETAIL FROM 6.19
612009
REVISED
DETAIL FROM 6.14
WATER ENGINEERING
IAL
W.21
WATER ENGINEERING
W.23
DIVISION
DIVISION
NO. I DATE I BY
REVISION DESCRIPTION
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GENERAL WATER NOTES
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REVISION DATE - MARCH 1, 2011
STEADFAST BRIDGES
1.
WATER CONSTRUCTION ON THIS SITE IS AUTHORIZED BY PERMITS ISSUED BY THE NORTH CAROLINA
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DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES (NCDENR), AND THE CITY OF ASHEVILLE
(COA). THE WORK IS SUBJECT TO INSPECTIONS AT ALL TIMES BY REPRESENTATIVES OF NCDENR, COA,
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THE OWNER, OR THE ENGINEER. THE PERMITS REQUIRE CERTIFICATION OF COMPLETION BY THE
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ENGINEER OF THE WATER SYSTEMS PRIOR TO ISSUANCE OF FINAL OPERATION APPROVAL BY NCDENR.
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A DIVISION OF
BILTOLAST PRODUCTS INC.
2.
CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND ELEVATION FOR ALL UTILITIES, DRAINAGE AND
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OTHER UNDERGROUND FACILITIES BOTH EXISTING AND PROPOSED AT LEAST 3 DAYS PRIOR TO
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000
4021 GAULT AVENUE
CONSTRUCTION, AND SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS AT LEAST
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FORT PAYNE, AL 35967 -8139
1- 800 - 749 -7515
24 HOURS PRIOR TO CONSTRUCTION.
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3.
INSTALL FERROUS PIPING FOR BOTH WATER AND SEWER WITHIN 10 FT. OF A CROSSING IF:
A. SEWER LINE CROSSES OVER WATER, OR
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B. VERTICAL CLEARANCE BETWEEN WATER AND SEWER IS LESS THAN 18 INCHES.
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MAINTAIN 10 FEET HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS UNLESS LAID IN
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SEPARATE TRENCHES WITH THE BOTTOM OF THE WATER LINE AT LEAST 18 INCHES ABOVE THE TOP OF
SEWER, OR USE FERROUS MATERIAL FOR BOTH WATER AND SEWER.
" TOOLED EDGE
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4.
MAINTAIN 12 INCHES VERTICAL SEPARATION BETWEEN STORM DRAIN AND WATER INSTALL FERROUS
2" RADIUS
I POWER, PHONE &
MATERIAL ON WATER AND STORM SEWER LINE WITHIN 10 FEET EACH SIDE OF CROSSING.
EXISTING GROUND
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5.
COORDINATE EXACT LOCATIONS OF VAULTS, METERS, BACK FLOW PREVENTION DEVICES, AND SERVICE
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PAVEMENT ,• / / , , /, \ /, \/
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6.6' TO THE NORTH SIDE OF THE BRIDGE CENTERLINE
LINES WITH THE DETAILED ARCHITECTURAL, PLUMBING, AND LANDSCAPING PLANS.
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ALL WATER MAINS SHALL HAVE 3 FT MINIMUM COVER AND BE CONSTRUCTED OF A FERROUS
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MATERIAL.
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MATERIALS AND INSTALLATION FOR WATER LINES SHALL CONFORM TO CITY OF ASHEVILLE STANDARD
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SPECIFICATIONS AND CURRENT DESIGN GUIDELINES, UNDER THE INSPECTION OF THE CITY AND BY A
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NORTH CAROLINA LICENSED UTILITY CONTRACTOR.
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8.
ALL WATER MAINS 3" AND GREATER IN DIAMETER SHALL BE CLASS 350 DIP AND ALL SERVICE LINES
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LESS THAN 3 IN DIAMETER SHALL BE TYPE K COPPER TUBING.
6'
9.
ALL WATER APPURTENANCE COMPONENTS ARE TO BE MADE USING BRASS FITTINGS AND ARE TO BE
LEAD FREE.
`�`��P ° ° ° ° ° ° °°°
°
p °�P�'
4" MIN. COMPACTED ABC
» Lad
2 FIBERGLASS INSULATION
10.
CONTRACTOR SHALL PROTECT EXISTING UTILITIES DURING CONSTRUCTION. REPAIRS SHALL BE MADE IN
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COMPACTED SUBGRADE
WITH UV- RESISTANT PVC JACKET
ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT THE CONTRACTORS
EXPENSE.
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11.
CONTRACTOR SHALL NOTIFY N.C. ONE -CALL CENTER (811) & APPROPRIATE UTILITY AGENCY PRIOR TO
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Lab
PERFORMING ANY WORK.
3 T6 TYP
12.
ALL WATER METERS MUST BE INSTALLED AT OR AHEAD OF THE ROAD RIGHT -OF -WAY LINE. IN AREAS
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WHERE GRADING MAY PRESENT A CONFLICT WITH THIS REQUIREMENT, THE WATER METER SHALL BE
STAND —UP CONCRETE CURB
TYP
16
INSTALLED WITHIN THE SHOULDER SECTION OF THE ROAD AWAY FROM BANKS OR STEEP SLOPES.
NOT TO SCALE
UTILITY SUPPORT
(FIELD WELD TO FLOOR BEAMS) 8 D.I. SEWER LINE
13.
THE CITY OF ASHEVILLE REQUIRES A 3 -FOOT MINIMUM SEPARATION BETWEEN THE BACK OF
CURB /EDGE OF PAVEMENT AND THE WATERLINES.
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REVISION DATE - NOVEMBER 3, 2008
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8 D.I. WATER LINE
14.
TYPICAL EASEMENTS FOR WATER LINES LOCATED OUTSIDE ESTABLISHED UTILITY EASEMENTS OR ROAD
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9" X 4" X 318"
RIGHT -OF -WAYS SHALL BE 20 FEET IN WIDTH AND LOCATED IN EASEMENT PER SKETCH.
2
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NEOPRENE PAD
15.
CROSS- CONNECTION CONTROL PROTECTION DEVICES ARE REQUIRED BASED ON DEGREE OF HEALTH
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HAZARD INVOLVED AS LISTED IN APPENDIX -B OF THE RULES GOVERNING PUBLIC WATER SYSTEMS IN
NORTH CAROLINA. THESE GUIDELINES ARE THE MINIMUM REQUIREMENTS. THE DEVICES SHALL MEET
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NOTES:
AMERICAN SOCIETY OF SANITARY ENGINEERING (ASSE) STANDARDS OR BE ON THE UNIVERSITY OF
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1. WATER AND SEWER LINES SHALL BE 8" PUSH -ON
SOUTHERN CALIFORNIA APPROVAL LIST. THE DEVICES SHALL BE INSTALLED AND TESTED (BOTH INITIAL
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6" 2' -0" 6"
RESTRAINED JOINT DUCTILE IRON PIPE (CL 350).
AND PERIODIC TESTING THEREAFTER) IN ACCORDANCE WITH THE MANUFACTURERS RECOMMENDATIONS
OR THE LOCAL CROSS- CONNECTION CONTROL PROGRAM, WHICHEVER IS MORE STRINGENT.
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2. PIPES MUST BE STRAPPED OR FASTENED TO
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FINISH GRADE
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STEEL SUPPORTS.
20' PERMANENT EASEMENT
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CONCRETE
UTILITY HANGER DETAIL
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SCALE: 1" = 1' -0"
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REVISION DATE - NOVEMBER 3, 2008
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SEAL CORE ON EXPOSED FACE OF
ABUTMENT WALL USING NONSHRINK
GROUT OUTSIDE THE LINK SEAL.
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PROPOSED 12 x 6 BUS SHELTER
MODEL NUMBER 4005
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EAST ELEVATIQN 3667.2'
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AS MANUFACTURED BY
WEST ELEVATION 3668.4--j'.-`,- ' Y.:;: • ° °
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COLUMBIA EQUIPMENT
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180 -10 93RD. AVE.
JAMACIA, NY 11433
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1- 800 - 742 -1297
8 PUSH -ON RESTRAINED JOINT
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OR EQUAL
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INSULATION TO BE INSTALLED FLUSH
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(REQUIRED FOR WATER LINE ONLY)
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SHELTER TO BE ANCHORED
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TO CONCRETE IN
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PIPES THROUGH ABUTMENT WALL
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CONCRETE TO BE REINFORCED WITH EXISTING SIDEWALK
FIBER -MESH REINFORCEMENT.
SHEET
BUS SHELTER
C=505
NOT TO SCALE
NO.
DATE
BY
REVISION DESCRIPTION

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SHEET 1 OF 7 SHEET 2 OF 7
862.021 862.02 A. T . -1 SYSTEM
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ASPHALT OR IP GRADE
CONCRETE 6 MIN. THICK
THROUGH DRIVE
6�MINLTHBUILT 5.5' S' °10' MIN. SEE NOTE 6 SIDEWALK THROUGH DRIVE EXISTING PAVEMENT 2% MAX
1p.6% MAX
\ \\ 15;g MAX
1/2'
I
8" C.A.B.C. J EXPANSION q r
JOINT 5' S'
B
1/2" EXPANSION I 12' MIN. SECTION AA
JOINT 18' MAX NOT I SCALE
CONCRETE + 5' MIN.
EXISTING CURB DRIVEWAY NOTES.
APRON 1. RESIDENTIAL DRIVEWAYS -6" CABC WITH 6" CONCRETE
42" RADIUS 1f A FOR FULL LENGTH & DEPTH OF DRIVEWAY APRON
� TYP. �
2. CURB SHALL BE TAPERED TO FINISH FLUSH WITH
EXPANSION JOINTS -I UTILITY /PLANTER SIDEWALK.
STRIP 3. RADIUS SHALL NOT ENCROACHED ON ADJACENT
PROPERTIES.
19' MIN. 4. SIDEWALK SECTION SHALL NOT BE REQUIRED ALONG
CONCRETE GUTTER 25' MAX STREETS WHICH ARE NOT PLANNED FOR SIDEWALK.
WHEN EXISTING GUTTER EXISTING GUTTER 5. DRIVEWAY APRON MUST EXTEND A MINIMUM OF 10' FROM
IS PRESENT ROADWAY EDGE.
A 6. WHERE SIDEWALK IS OR TO BE INSTALLED, DRIVEWAY APRON
MUST EXTEND A MINIMUM OF 10' PAST SIDEWALK.
NOT TO SCALE NOTES TO CONTRACTOR:
1. RESIDENTIAL DRIVEWAYS TO BE 12' TO 18' IN WIDTH.
2. COMMERCIAL AND INDUSTRIAL DRIVEWAYS TO BE A
MAXIMUM OF 36 FEET WIDE.
REVISIONS 3. ALL CONCRETE SHALL BE A MINIMUM OF 4000 P.S.I.
DATE DESCRIPTION 4. ELEV. "B" MINUS ELEV. "A" EQUALS 1 INCH.
6/06 UPDATED REVISIONS
SEE NOTE 'A'
16d COMMON NAIL
LL LL
STEEL
H Hi GUARDRAIL
SEE NOTE 'B` q \SEE NOTE 'B' POST
F F)
'W6' STEEL POST WITH 8" WOOD POST WITH
ROUTED OFFSET BLOCK WOOD OFFSET BLOCK
PLAN
SEE NOTE 'A'
SEE NOTE 'A' 16d COMMON NAIL
l .I
SEE
NOTE 'B` SEA
NOTE B
rn
GROUND LINE GROUJND� LINE ,
j Mid r AR
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BUFFERED END SECTION
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S EWALK BUILT W MAX. RECOL5'
ASPHALT OR IP GRADE
CONCRETE 6 MIN. THICK
THROUGH DRIVE
6�MINLTHBUILT 5.5' S' °10' MIN. SEE NOTE 6 SIDEWALK THROUGH DRIVE EXISTING PAVEMENT 2% MAX
1p.6% MAX
\ \\ 15;g MAX
1/2'
I
8" C.A.B.C. J EXPANSION q r
JOINT 5' S'
B
1/2" EXPANSION I 12' MIN. SECTION AA
JOINT 18' MAX NOT I SCALE
CONCRETE + 5' MIN.
EXISTING CURB DRIVEWAY NOTES.
APRON 1. RESIDENTIAL DRIVEWAYS -6" CABC WITH 6" CONCRETE
42" RADIUS 1f A FOR FULL LENGTH & DEPTH OF DRIVEWAY APRON
� TYP. �
2. CURB SHALL BE TAPERED TO FINISH FLUSH WITH
EXPANSION JOINTS -I UTILITY /PLANTER SIDEWALK.
STRIP 3. RADIUS SHALL NOT ENCROACHED ON ADJACENT
PROPERTIES.
19' MIN. 4. SIDEWALK SECTION SHALL NOT BE REQUIRED ALONG
CONCRETE GUTTER 25' MAX STREETS WHICH ARE NOT PLANNED FOR SIDEWALK.
WHEN EXISTING GUTTER EXISTING GUTTER 5. DRIVEWAY APRON MUST EXTEND A MINIMUM OF 10' FROM
IS PRESENT ROADWAY EDGE.
A 6. WHERE SIDEWALK IS OR TO BE INSTALLED, DRIVEWAY APRON
MUST EXTEND A MINIMUM OF 10' PAST SIDEWALK.
NOT TO SCALE NOTES TO CONTRACTOR:
1. RESIDENTIAL DRIVEWAYS TO BE 12' TO 18' IN WIDTH.
2. COMMERCIAL AND INDUSTRIAL DRIVEWAYS TO BE A
MAXIMUM OF 36 FEET WIDE.
REVISIONS 3. ALL CONCRETE SHALL BE A MINIMUM OF 4000 P.S.I.
DATE DESCRIPTION 4. ELEV. "B" MINUS ELEV. "A" EQUALS 1 INCH.
6/06 UPDATED REVISIONS
SEE NOTE 'A'
16d COMMON NAIL
LL LL
STEEL
H Hi GUARDRAIL
SEE NOTE 'B` q \SEE NOTE 'B' POST
F F)
'W6' STEEL POST WITH 8" WOOD POST WITH
ROUTED OFFSET BLOCK WOOD OFFSET BLOCK
PLAN
SEE NOTE 'A'
SEE NOTE 'A' 16d COMMON NAIL
l .I
SEE
NOTE 'B` SEA
NOTE B
rn
GROUND LINE GROUJND� LINE ,
j Mid r AR
Z
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ROUTED . WOOD F-
OFFSET BLOCK ;r � GUARDRAIL POST < < .
rk WOOD OFFSET z ir m (.:1
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6"
NEUTRAL AXIS -�
811
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5.8
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CONCRETE 6 MIN. THICK
THROUGH DRIVE
6�MINLTHBUILT 5.5' S' °10' MIN. SEE NOTE 6 SIDEWALK THROUGH DRIVE EXISTING PAVEMENT 2% MAX
1p.6% MAX
\ \\ 15;g MAX
1/2'
I
8" C.A.B.C. J EXPANSION q r
JOINT 5' S'
B
1/2" EXPANSION I 12' MIN. SECTION AA
JOINT 18' MAX NOT I SCALE
CONCRETE + 5' MIN.
EXISTING CURB DRIVEWAY NOTES.
APRON 1. RESIDENTIAL DRIVEWAYS -6" CABC WITH 6" CONCRETE
42" RADIUS 1f A FOR FULL LENGTH & DEPTH OF DRIVEWAY APRON
� TYP. �
2. CURB SHALL BE TAPERED TO FINISH FLUSH WITH
EXPANSION JOINTS -I UTILITY /PLANTER SIDEWALK.
STRIP 3. RADIUS SHALL NOT ENCROACHED ON ADJACENT
PROPERTIES.
19' MIN. 4. SIDEWALK SECTION SHALL NOT BE REQUIRED ALONG
CONCRETE GUTTER 25' MAX STREETS WHICH ARE NOT PLANNED FOR SIDEWALK.
WHEN EXISTING GUTTER EXISTING GUTTER 5. DRIVEWAY APRON MUST EXTEND A MINIMUM OF 10' FROM
IS PRESENT ROADWAY EDGE.
A 6. WHERE SIDEWALK IS OR TO BE INSTALLED, DRIVEWAY APRON
MUST EXTEND A MINIMUM OF 10' PAST SIDEWALK.
NOT TO SCALE NOTES TO CONTRACTOR:
1. RESIDENTIAL DRIVEWAYS TO BE 12' TO 18' IN WIDTH.
2. COMMERCIAL AND INDUSTRIAL DRIVEWAYS TO BE A
MAXIMUM OF 36 FEET WIDE.
REVISIONS 3. ALL CONCRETE SHALL BE A MINIMUM OF 4000 P.S.I.
DATE DESCRIPTION 4. ELEV. "B" MINUS ELEV. "A" EQUALS 1 INCH.
6/06 UPDATED REVISIONS
SEE NOTE 'A'
16d COMMON NAIL
LL LL
STEEL
H Hi GUARDRAIL
SEE NOTE 'B` q \SEE NOTE 'B' POST
F F)
'W6' STEEL POST WITH 8" WOOD POST WITH
ROUTED OFFSET BLOCK WOOD OFFSET BLOCK
PLAN
SEE NOTE 'A'
SEE NOTE 'A' 16d COMMON NAIL
l .I
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NOTE 'B` SEA
NOTE B
rn
GROUND LINE GROUJND� LINE ,
j Mid r AR
Z
C9
ROUTED . WOOD F-
OFFSET BLOCK ;r � GUARDRAIL POST < < .
rk WOOD OFFSET z ir m (.:1
�( BLOCK Lt_ p H
' GUARDRAIL POST
s
DOUBLE FADE GUARDRAIL 'W6' STEEL POST WITH 8" WOOD POST WITH
ROUTED OFFSET BLOCK WOOD OFFSET BLOCK
SIDE FRONT
NOTES:
A - 5g" DIA. BUTTON HEAD SPLICE BOLT 114" LONG (8 REG. PER SPLICE JOINT).
B fig" DIA. BUTTON HEAD BOLT 7112 "I9" LONG WITH NUT FOR BOLTING 6 "18" ROUTED OFFSET BLOCK TO STEEL POSTS OR
$" DIA. BUTTON HEAD BOLT 18" LONG WITH STD. WASHER UNDER NUT FOR BOLTING TO WOOD POSTS (1 REG. PER LOCATION)
C - FIELD PUNCHING OF HOLES INTO GUARDRAIL SHALL BE AS DIRECTED BY THE ENGINEER.
TYPICAL GUARDRAIL AND GUARDRAIL POST ALTERNATIVES
314" .- q
1 16 rr " 1 716 rr
19f6 "xi lbn SPLICE BOLT SLOTS
'�b' RAD. 55
Z ��� 55°
coi 55
cv BAD.
r 55 rJ 5 rx2r' POST BOLT SLOT
3�/8rr BAD.-
1
N 25 15 rrXBrr SPLICE BOLT SLOTS
NEUTRAL AXIS
SECTION X -X
.2r_3y12n
A
NEUTRAL AXIS -�
0 0 com
W Q LL
B
5
0.0
5.8
5.8
5.0
8
qC H
-'W' BEAM
W` BEAM
6.0 ••
to LL 0 W
0 (H!} <C
GUARDRAIL
GUARDRAIL
7.3'
H
ISOMETRIC
VIEWS
8.8
C
CL
POST BOLT SLOT
_
ti
' GUARDRAIL POST
s
DOUBLE FADE GUARDRAIL 'W6' STEEL POST WITH 8" WOOD POST WITH
ROUTED OFFSET BLOCK WOOD OFFSET BLOCK
SIDE FRONT
NOTES:
A - 5g" DIA. BUTTON HEAD SPLICE BOLT 114" LONG (8 REG. PER SPLICE JOINT).
B fig" DIA. BUTTON HEAD BOLT 7112 "I9" LONG WITH NUT FOR BOLTING 6 "18" ROUTED OFFSET BLOCK TO STEEL POSTS OR
$" DIA. BUTTON HEAD BOLT 18" LONG WITH STD. WASHER UNDER NUT FOR BOLTING TO WOOD POSTS (1 REG. PER LOCATION)
C - FIELD PUNCHING OF HOLES INTO GUARDRAIL SHALL BE AS DIRECTED BY THE ENGINEER.
TYPICAL GUARDRAIL AND GUARDRAIL POST ALTERNATIVES
314" .- q
1 16 rr " 1 716 rr
19f6 "xi lbn SPLICE BOLT SLOTS
'�b' RAD. 55
Z ��� 55°
coi 55
cv BAD.
r 55 rJ 5 rx2r' POST BOLT SLOT
3�/8rr BAD.-
1
N 25 15 rrXBrr SPLICE BOLT SLOTS
NEUTRAL AXIS
SECTION X -X
.2r_3y12n
A
NEUTRAL AXIS -�
3n
- - --
B
5
0.0
5.8
5.8
5.0
8
V -1/2"
LAP
6.8
6.0 ••
7'
0.0
7.8'
7.3'
6.5'•►
8
2r_=-
V
8.8
7.3
CL
POST BOLT SLOT
_
7.8
7.8
5.0
5
'
N
8.1
4.8
5
3.0
B.8
0,
Srr 41//4 rr41 rr
Orr Orrrr
3.5
9.3'
8.4'
4.1'
5
4.0
9.8
8.6
3.8
5
2rr (
41,/4"
8.7
3.4
�
5.0
10.8
ca
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TERMINAL
END SECTION
TYPICAL
END SHOE
SYSTEM PARTS -
GENERAL USE
W
SIDEWALK (5' STD.)
9 A
6" UTILITY STRIP B
DROP CURB (STD. 0.02 (MIM.) 0.01 (MIM.)
2' -8" CURB & /r 0.04 (MAX.)
31 GUTTER SHOWN) /r 0.08 (MAX) / 0.02 (NORM)
0.04 (NORM) j
R -3 "� I
\ �
DETECTABLE TE WARNING
1�
W
A
W+A +9
X
B
5
0.0
5.8
5.8
5.0
8
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
7.8
5.0
5
2.5
B.
8.1
4.8
5
3.0
B.8
8.3
4.4
5'
3.5
9.3'
8.4'
4.1'
5
4.0
9.8
8.6
3.8
5
4.5
10.3
8.7
3.4
5
5.0
10.8
8.9
3.1
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862 "02 v_
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121 MAX. RAMP
g- DETECTABLE WARNING
PLATE
SECTION B -B
4' -0"
6' -0" MIN. I 6' -0"
SIDEWALK CURB T T CURB
ELEVATION TRANSITION I CURB I TRANSITION TOP RB
B X- (A +9 ")
B- DISTANCE FROM FRONT EDGE OF SIDEWALK TO BACK
POINT OF 1 -1 (8.331) SLOPE
ISOMETRIC VIEW BACK OF SIDEWALK DROP REQUIRED FOR ALL
SIDEWALK SLOPES.
•• BACK OF SIDEWALK DROP REQUIRED FOR SIDEWALK
SLOPES 0.02. oicl ®iz�a3saj M
SECTION A -A
NOTE
USE NEENAH FOUNDRY COMPANY R -4984 DETECTABLE WARNING
PLATE OR EQUAL AND MUST COMPLIES WITH ADAAG (AMERICANS WITH
DISABIUTIES ACT ACCESSIBILITY GUIDELINES) AND ARCHITECTURAL DETECTABLE WARNIN NOTE A PORTION OF ONE OR BOTH
BARRIER ACT 1968 GUIDELINES. PLATE RAMPS MAY EXTEND OUTSIDE
113(s 0.82 SIDEWALK THE RETURN.
EXPANSION
JOINT
- - - ---- A. A EXPANSION
: ®' ®m:® ®. =.® ®.= .91'Le. P i JOINT
y: ®? =® y:® y SIDEWALK
Wlin - A WIDENING
_® ® ® ® ® ® ® ® ® ® ® (WHEN REQ'D)
;®
11%8 ®== ®` = -.02. ` ®== ®`= ` ® = = ®' `® 10: 4 rt l EXPANSION
- = -- -- -- -- -- - -- -> -mp WWr Jol
1 " "..n ". ""..n "...:m". "m. ,m ". "m. , "" 1 PER
. " "..n ". " "..n ". " ".. ".. " "..m..m "..mA
J IN
® ® ® ®
CROSS WALK MARKINGS.
AMA-_.® APPEARANCE MAY VARY 4a �
REVISIONS CAST IRON DETECTABLE
DATE DESCRIPTION WARNING PLATE
/8/06 ADD. DET. WARN. PLATE THIS PORTION OF RAMP
MUST FALL WITHIN
3/07 REV. NOTE 5 CROSSWALK LIMITS. PLAN VIEW
5/07 CHG. DRIVEWAY BY OTHERS
CITY OF ASHEVILLE, N.C. STD. No. CITY OF ASHEVILLE, N.C. CITY OF ASHEVILLE R G H T OF WAY STD. No.
Aj t ENGINEERING DEPARTMENT STANDARD DRIVEWAY APR 0 N 3.15 ENGINEERING DEPARTMENT STANDARD WH E E LC H A R RAMP 3.17
ASHEVILLE ASHEVILLE
A
U 04/23/13 1 V\/ML
NO. DATE BY
REVISED PER TRC COMMENTS
REVISION DESCRIPTION
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862 "02 v_
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121 MAX. RAMP
g- DETECTABLE WARNING
PLATE
SECTION B -B
4' -0"
6' -0" MIN. I 6' -0"
SIDEWALK CURB T T CURB
ELEVATION TRANSITION I CURB I TRANSITION TOP RB
B X- (A +9 ")
B- DISTANCE FROM FRONT EDGE OF SIDEWALK TO BACK
POINT OF 1 -1 (8.331) SLOPE
ISOMETRIC VIEW BACK OF SIDEWALK DROP REQUIRED FOR ALL
SIDEWALK SLOPES.
•• BACK OF SIDEWALK DROP REQUIRED FOR SIDEWALK
SLOPES 0.02. oicl ®iz�a3saj M
SECTION A -A
NOTE
USE NEENAH FOUNDRY COMPANY R -4984 DETECTABLE WARNING
PLATE OR EQUAL AND MUST COMPLIES WITH ADAAG (AMERICANS WITH
DISABIUTIES ACT ACCESSIBILITY GUIDELINES) AND ARCHITECTURAL DETECTABLE WARNIN NOTE A PORTION OF ONE OR BOTH
BARRIER ACT 1968 GUIDELINES. PLATE RAMPS MAY EXTEND OUTSIDE
113(s 0.82 SIDEWALK THE RETURN.
EXPANSION
JOINT
- - - ---- A. A EXPANSION
: ®' ®m:® ®. =.® ®.= .91'Le. P i JOINT
y: ®? =® y:® y SIDEWALK
Wlin - A WIDENING
_® ® ® ® ® ® ® ® ® ® ® (WHEN REQ'D)
;®
11%8 ®== ®` = -.02. ` ®== ®`= ` ® = = ®' `® 10: 4 rt l EXPANSION
- = -- -- -- -- -- - -- -> -mp WWr Jol
1 " "..n ". ""..n "...:m". "m. ,m ". "m. , "" 1 PER
. " "..n ". " "..n ". " ".. ".. " "..m..m "..mA
J IN
® ® ® ®
CROSS WALK MARKINGS.
AMA-_.® APPEARANCE MAY VARY 4a �
REVISIONS CAST IRON DETECTABLE
DATE DESCRIPTION WARNING PLATE
/8/06 ADD. DET. WARN. PLATE THIS PORTION OF RAMP
MUST FALL WITHIN
3/07 REV. NOTE 5 CROSSWALK LIMITS. PLAN VIEW
5/07 CHG. DRIVEWAY BY OTHERS
CITY OF ASHEVILLE, N.C. STD. No. CITY OF ASHEVILLE, N.C. CITY OF ASHEVILLE R G H T OF WAY STD. No.
Aj t ENGINEERING DEPARTMENT STANDARD DRIVEWAY APR 0 N 3.15 ENGINEERING DEPARTMENT STANDARD WH E E LC H A R RAMP 3.17
ASHEVILLE ASHEVILLE
A
U 04/23/13 1 V\/ML
NO. DATE BY
REVISED PER TRC COMMENTS
REVISION DESCRIPTION
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C -506

BRIDGE ATTACHMENT SPECIFICATIONS
1. ANCHORS SHALL BE EPDXY TYPE, AS MANUFACTURED BY HILTI, RAWL
OR EQUAL. ANCHORS SHALL BE DESIGNED TO BE INSTALLED INTO DRILLED
HOLES INTO THE EXISTING CONCRETE STRUCTURE. ANCHORS SHALL BE
DESIGNED FOR A MINIMUM ALLOWABLE BOND /CONCRETE CAPACITY OF
4500 POUNDS AND SHEAR CAPACITY OF 3800 POUNDS. EACH ANCHOR
SHALL BE CAPABLE OF SUPPORTING A TOTAL WEIGHT OF 1450 POUNDS
EACH. NO ANCHOR HOLE WILL BE DRILLED TO WITHIN LESS THAN 1" OF
THE SURFACE OF THE BRIDGE DECK. ANCHORS TO BE INSTALLED IN
7/8" STAINLESS STEEL ALL- THREAD ROD, STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. ALL
EPDXIED IN PLACE (SEE BRIDGE HOLES DRILLED FOR EPDXY ANCHORS SHALL BE THOROUGHLY CLEANED
ATTACHMENT SPECIFICATIONS) PRIOR TO INSTALLATION OF THE EPDXY AND ANCHORS.
2. IF REINFORCEMENT IS ENCOUNTERED DURING DRILLING OF ANCHORS,
DRILLING OPERATION SHALL STOP AND THE HOLE SHALL BE REPAIRED.
THE CONCRETE SURFACE SHALL BE CLEANED WITH A STIFF BRUSH AND
THE HOLE SHALL BE VACUUM CLEANED TO REMOVE DUST. FILL VOID WITH
ADJUSTABLE GALV. STEEL YOKE A HIGH - MODULUS, HIGH - STRENGTH STRUCTURAL EPDXY PASTE ADHESIVE,
PIPE ROLL, GRINNELL FIGURE 181, SUCH AS THE `NEAT' FORM OF SIKA DUR 31, HI -MOD GEL, OR AN
B -LINE FIGURE 3110, OR EQUAL APPROVED EQUAL. NEW HOLE SHALL BE DRILLED 3 INCHES AWAY.
3. ALL LATERAL BRACES AND HANGERS SHALL BE LOCATED A MINIMUM
1' -6" FROM ANY EXISTING BRIDGE EXPANSION JOINT. CONTRACTOR SHALL
FIELD LOCATE EXISTING EXPANSION JOINTS PRIOR TO ORDERING PIPE AND
SHALL ADJUST PIPE LENGTHS ACCORDINGLY TO COMPLY WITH ALL
FIBERGLASS INSULATION SUPPORT SPACING REQUIREMENTS.
"H UV- RESISTANT PVC JACKET
0 0 0 0 0
N N N N N
Q Q Q Q Q
W W W W W
FION SADDLE, GRINNELL
162, B -LINE FIGURE ~ ~
DR EQUAL, 9" X 4" X z z z z z
:OPRENE PAD = o = _ = o =
w w w w w
z E E z
4' -6" 4' -6"
G CONDUIT MAX. MAX.
N 6' -0" 6' -0" 6' -0" 6' -0"
PIPE HANGER SUPPORT DETAIL TYPICAL PIPE SUPPORT ALIGNMENT DETAIL
FOR EXISTING BRIDGE FOR EXISTING BRIDGE
PIPE LATERAL SUPPORT DETAIL
FOR EXISTING BRIDGE
N OTE:
PIPE HANGERS /LATERAL SUPPORTS SHALL BE PLACED
ON EACH SECTION OF PIPE (SEE DETAIL)
8" STAINLESS STEEL
kLL- THREAD ROD, EPDXIED IN
'LACE (SEE BRIDGE ATTACHMENT
;PECIFICATIONS)
3 %3 %3/8" EPDXY COATED
STEEL ANGLE IRON - COAT
WITH 2 COATS OF HIGH BUILD
EPDXY, 3 MIL. MIN. PER COAT
INSULATION PROTECTION
SHIELD AND 9" X 4" X 3/8"
NEOPRENE PAD LINK SEAL
2 "x3/8" EPDXY COATED STEEL STRAP CORE DRILL OPENING IN EXISTING WING WALL
- COAT WITH 2 COATS OF HIGH
BUILD EPDXY, 3 MIL. MIN. PER COAT
2" FIBERGLASS INSULATION
WITH UV- RESISTANT PVC JACKET
TING CONDUIT
RAIN
NOTE:
CONTRACTOR SHALL NOT TO
DISTURB EXISTING TELEPHONE
CONDUITS, CABLES OR HANGERS
a CONCRETE BRIDGE STRUCTURE
4 v v v 4 v
a 4
v a
4 v
:I
v
4
va
HEADWALL
4
a
P
a
a.
.
v
`;
4.
_�O
4 a
a.
4
.U° wN r
o N
% O
CONCRETE. BRIDGE STRUCTURE
p
°o v
'. oopO
Q
a
a
Q
. 4
0
Q v
v
Uz°
v
N
N
1
O
4
4
a
LATERAL SUPPORT
(TYP) (SEE DETAIL)
0
8" PUSH -ON RESTRAINED JOINT
DUCTILE IRON PIPE (CL 350)
51
C
0
SEAL CORE OPENING ON EXPOSED FACE
OF HEAD WALL USING NONSHRINK
GROUT OUTSIDE THE LINK SEAL.
MATCH EXISTING CONCRETE.
2" FIBERGLASS INSULATION WITH —
UV- RESISTANT PVC JACKET.
INSULATION TO BE INSTALLED FLUSH
AGAINST CONCRETE HEAD WALL
BRIDGE HANGER PLAN
FOR EXISTING BRIDGE
W
v
`;
4.
_�O
4 a
a.
a
.U° wN r
o N
% O
CONCRETE. BRIDGE STRUCTURE
p
51
C
0
SEAL CORE OPENING ON EXPOSED FACE
OF HEAD WALL USING NONSHRINK
GROUT OUTSIDE THE LINK SEAL.
MATCH EXISTING CONCRETE.
2" FIBERGLASS INSULATION WITH —
UV- RESISTANT PVC JACKET.
INSULATION TO BE INSTALLED FLUSH
AGAINST CONCRETE HEAD WALL
BRIDGE HANGER PLAN
FOR EXISTING BRIDGE
NO. I DATE I BY
N OTE:
CONTRACTOR SHALL NOT TO
DISTURB EXISTING TELEPHONE
CONDUITS, CABLES OR HANGERS
REVISION DESCRIPTION
W
a
`;
U�
_�O
4 a
.
a
.U° wN r
o N
% O
CONCRETE. BRIDGE STRUCTURE
p
°o v
'. oopO
Q
,1/,,7
4
Q
. 4
0
Q v
PIPE HANGER (TYP)
Uz°
(SEE DETAIL)
N
N
1
O
0
a
a
4 EXISTING
CONDUIT
TO REMAIN
z
N
z
�
z
z w
�a
NO. I DATE I BY
N OTE:
CONTRACTOR SHALL NOT TO
DISTURB EXISTING TELEPHONE
CONDUITS, CABLES OR HANGERS
REVISION DESCRIPTION
U'
I­ W
Q
Z
w z J
J
w �J O
> w� Q
0 p� U
2 DIU I-
Q Zm zrn Lu
� 2 � � N
W < �
LLJ J Z � d
N Q� pm
a 2O w
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CD O 00
O >=
U � Z
Y pip
J
M
W
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r
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cq
Q 00
w
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li
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a 2O w
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CD O 00
O >=
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Y pip
J
M
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r
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cq
Q 00
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o N
% O
ga•=
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Q
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W
U'
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Q
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w z J
J
w �J O
> w� Q
0 p� U
2 DIU I-
Q Zm zrn Lu
� 2 � � N
W < �
LLJ J Z � d
N Q� pm
a 2O w
,p
CD O 00
O >=
U � Z
Y pip
J
M
J
r
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cq
�
CD
O 2
Q
W
W
Q
Q
m
m
>
>
a
w
w D
a
0
z
m
z
Q
z w
0
o
c?
cn
z
z-
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m
5 0
w
0
0
0
[n
0
OU
w
li
U)
Q
w
0
U)
Z)
0
w
z
Q
w
U
U)
2
SHEET
C -507