WQ0042156_Final Permit_20201210 (2)

DEVELOPMENT DATA:
OWNER/DEVELOPER:
CONTACT:
CIVIL ENGINEER:
CONTACT:
SURVEYOR:
CONTACT:
RUTHERFORDCO, LLC
P.O. BOX 2568
HICKORY, NORTH CAROLINA 28603
HUNTER B. TREFZGER
[phone]
CIVIL DESIGN CONCEPTS, P.A.
168 PATTON AVENUE
ASHEVILLE, NORTH CAROLINA 28801
WARREN SUGG, P.E.
[phone]
McABEE & ASSOCIATES, P.A.
3 McABEE TRAIL
FAIRVIEW, NORTH CAROLINA 28730
ERIC S. McABEE, P.L.S.
[phone]
III
AKE L
URE
ASSISTED LI
RUTHERFORD COUNTY, NORTH CAROLINA
PREPARED FOR:
RUTHERFORDCO, LLC
W C N Lo
0 N 0 0
za°Dou N
HwaLO
a
U)Z 7 It
Z N N
ZO LLj E a
H W 00
J W ON
LLJ
W J ONW
VD
IL w Z
VD
LL
> W x
00 m 0
m
N W O W
Q a
Z a a
a�
3
N
L0
� N
w Z N
O ~
Ul W
LLJ
w � �
w 0
Of U
� U
Of Ld �
� 3 U
0
cn
Z
O
U)
w
ry
Of
Li
Q
0
z
Q
wl
w
CD
0
J
o]
F§'
E
3
3
3
It
m
T
N
U
W
U)
Z
W
U
J
J
W
m
U
Z
L, m m
O O O O O p
P,O, BOX 2568
p O O O O
HICKORY, NORTH CAROLINA 28603
HUNTER B. TREFZGER
[phone]
INDEX OF SHEETS
Sheet No.
Title
C001
COVER
--
SURVEY
C101
EXISTING CONDITIONS & DEMOLITION PLAN
C201
SITE PLAN
C202
ROAD PROFILE
C203
ROAD PROFILE
C301
PHASE I GRADING & EROSION CONTROL PLAN
C302
PHASE II GRADING & EROSION CONTROL PLAN
C401
FINE GRADING PLAN
C501
STORM DRAINAGE PLAN
C502
STORM DRAINAGE PROFILES
C601
WATER PLAN
C701
SEWER PLAN
C702
SEWER EXTENSION PLAN
C921
SITE DETAILS
C922
SITE DETAILS
C923
SITE DETAILS
C931
GRADING & EROSION CONTROL DETAILS
C932
GRADING & EROSION CONTROL DETAILS
C933
GRADING & EROSION CONTROL DETAILS
C951
STORM DRAINAGE DETAILS
C952
STORM DRAINAGE DETAILS
C953
STORM DRAINAGE DETAILS
C961
WATER DETAILS
C962
WATER TREATMENT FACILITY DETAILS
C963
WATER TREATMENT FACILITY DETAILS
C971
SEWER DETAILS
C972
SEWER DETAILS
VICINITY MAP
(NOT TO SCALE)
Know what's below.
Call before you dig.
L
0
w
Ir
w
0
U
DRAWN BY:
0
Z
J
0
W
U)
♦CD
U)
W
0
J
W
�co-
Q
z
J
O
Q
U
O
z
z
D
O
U
0
ry
O
L,
Elf
U
J
0
U
0
0
w
w
w
SWM
CDC PROJECT NO.: 21524
SHEET
cool

/
/
/
F — \
3 INC ^ \ \
JRT5 # 1 74
01
I � \
� \ I
PROPOSED SEWER CLEANOUT (TYP)
(SEE DETAIL) 1 \,
PROPOSED 6"
SEWER SERVICE
J
off
CONTRACTOR SHALL REPAIR AN
REPLACE PORTIONS OF BUFFALO
CREEK ROAD AS NEEDED TO
INSTALL PROPOSED 8" DIP SEWER
\ �\ V,
CHEDULE 40 PVC \ \ k
(1.0% MIN. SLOPE)
CO
SS A\�s
1_ \
TAX PIN: 1622337
EDWARD 111GBEE TRUST
\ D5 930 PG 555
\ I
TAX PIN: 1622334 TAX PIN: 1635635
W PEMDERTON \ FAIRFIELD MOUNTAINS PROPERTY OWNERS
\ D5 G07 PG 2
EXISTING PROPERTY LINE (TYP)
-I—�-�-� I� /_ _ _ _ _
/ PROPOSED 5000 7`
// i / \ I I I I I / GALLON BACKWASH / / �� Qv
I I / TANK (SEE SHEET 963) / / /
1-lS8
\ \ \\ \ \ \ \ PROPOSED 12'x16'���
TREATMENT FACILITY
(SEE SHEET 962)
A V A \\\ PROPOSED GREASE TRAP
\ \ \ \ (SEE ARCHITECTURAL PLANS
\ V A \ v \ SHEET D003 FOR DETAILS)
\ V 1-0,0v
PROPOSED WELL WITH 100' BUFFER
J � /
�/ r
el
kk \
PROPOSED 8" DIP SEWER LINE (TYP) \ \ \ \ \
PROPOSED SAW CUT. CONTRACTOR REMOVE
AND REPLACE PAVEMENT (SEE DETAIL)(TYP) �N"
PROPOSED SEWER MANHOLE e�� �� v
(TYP)(SEE DETAIL) �� 4t' `
F /
PROPOSED ASPHALT OVERLAY
8"x6" TAPPING SLEEVE
WITH GATE VALVE
CONTRACTOR SHALL SAWCUT
ASPHALT, INSTALL NEW WATERLINE
AND REPLACE GAS AND BINDER AS
NEEDED TO OVERLAY ROAD SURFACE
STRUCTURE TABLE
(INVERTS BASED ON 2D LENGTH TO INSIDE EDGES)
STRUCTURE
STATION
STRUCTURE DETAILS
DEPTH
DESCRIPTION
EX MH
10+00
RIM 1215.9
11.5'f
MH
INV. IN 1204.4
MH2
13+26
RIM 1209.8
3.5't
MH
INV. OUT 1206.2
/
\ \ \
41
/ R JICA-
\ CONTRACTOR TO LOCATE ALL FIBER OPTICS AND
COORDINATE WITH APPROPRIATE PROVIDERS PRIOR TO
` COMMENCEMENT OF CONSTRUCTION FOR RELOCATION AS
NEEDED TO INSTALL PROPOSED STORM, SEWER AND WATER
EXISTING GRADE (TYP)
1230— —1230
EXISTING 8" PVC WATER LINE
PIPE TABLE
(SLOPES BASED ON 2D LENGTH TO INSIDE EDGES)
PIPE NAME
SIZE
LENGTH
SLOPE
MATERIAL
MH3—MH1
8"
321.7'
0.6%
DIP
122
121
120
O o
+ N
PUBLIC SEWER
O
+
M
SCALE
H: 1 "=50'
V: V=10'
220
210
200
190
180
N
+
1. SEE UTILITY DETAIL SHEETS FOR ALL GENERAL WATER & SEWER
NOTES. CONTRACTOR RESPONSIBLE FOR INCLUSION OF DETAILS
SHEETS WITH ALL UTILITY PLANS.
2. WATER METERS ARE TO BE PLACED MAXIMUM OF 5' OFF EDGE OF
PAVEMENT/SIDEWALK. WHEN A UTILITY STRIP IS PRESENT, METERS
SHALL BE INSTALLED WITHIN STRIP. WHEN SIDEWALK IS
CONSTRUCTED AND NO STRIP IS AVAILABLE, SERVICE LINES
CROSSING SIDEWALK SHALL BE CONSTRUCTED WITH PVC SLEEVE
EXTENDING 6" ON EITHER SIDE OF SIDEWALK CAROLINA WATER
SERVICE OF NC STANDARDS AND SPECIFICATIONS.
3. TYPICAL EASEMENTS FOR WATER LINES LOCATED OUTSIDE
ESTABLISHED UTILITY EASEMENTS OR ROAD RIGHT—OF—WAYS
SHALL BE A 20 FEET. THE ENTIRE WATER EASEMENT MUST BE
CLEAR AND REMAINED CLEARED OF TREE PLANTINGS, EXISTING
TREES, AND ANY PERMANENT STRUCTURES.
4. CROSSINGS TO MAINTAIN MSD REQUIRED VERTICAL SEPARATION.
CONTRACTOR TO CONTACT ENGINEER ON ANY CROSSING THAT
DOES NOT MEET THIS SEPARATION, OR SEPARATION IS CLOSER
THAN 1'. REFER TO GENERAL NOTES ON SEWER DETAIL SHEET
FOR SEPARATION REQUIREMENTS BETWEEN UTILITIES.
5. TYPICAL EASEMENTS FOR SEWER LINES LOCATED OUTSIDE
ESTABLISHED UTILITY EASEMENTS OR ROAD RIGHT—OF—WAYS
SHALL BE AS SHOWN. THE ENTIRE SEWER EASEMENT MUST BE
CLEAR AND REMAINED CLEARED OF TREE PLANTINGS, EXISTING
TREES, AND ANY PERMANENT STRUCTURES.
6. NO PORTION OF THIS PROJECT LIES WITHIN THE 100—YR FEMA
FLOODPLAIN.
61 V
,
Q
V
0� J
-1 _ 51TE
Q
Z c�F
mJ U)
73
DEVELOPMENT DATA:
OWNER/DEVELOPER:
CONTACT:
CIVIL ENGINEER:
CONTACT:
SURVEYOR:
CONTACT:
PROJECT DATA
VICINITY MAP
(NOT TO SCALE)
RUTHERFORDCO, LLC
P.O. BOX 2568
HICKORY, NORTH CAROLINA 28603
HUNTER B. TREFZGER
[phone]
CIVIL DESIGN CONCEPTS, P.A.
168 PATTON AVENUE
ASHEVILLE, NORTH CAROLINA 28801
WARREN SUGG, P.E.
[phone]
McABEE & ASSOCIATES, P.A.
3 McABEE TRAIL
FAIRVIEW, NORTH CAROLINA 28730
ERIC S. McABEE, P.L.S.
[phone]
PIN: 065310456908
ADDRESS: BUFFALO CREEK RD, CHIMNEY ROCK, NC
DEED BOOK/PAGE: 961/532
SITE ACREAGE: 8.02t ACRES
ZONING: RUTHERFORD COUNTY, UNINCORPORATED
SETBACKS:
FRONT: N/A
SIDE: N/A
REAR: N/A
PARKING CALCULATIONS:
VEHICULAR
TOTAL BEDS:
62
SPACES PROVIDED:
40
HANDICAPPED SPACES:
SPACES REQUIRED:
3
SPACES PROVIDED:
3
BUILDING DATA:
BUILDING DESCRIPTION
HEIGHT
GFA
1 SINGLE STORY
STEEL
38'-8"
31,405 SF
IMPERVIOUS CALCULATIONS:
IMPERVIOUS
PERVIOUS
PRE —DEVELOPMENT:
0.05 ACRES
(0.6%)
7.97 ACRES (99.4%)
POST —DEVELOPMENT:
1.72 ACRES
(21%)
6.30 ACRES (79%)
SOIL TYPES:
PaC2,
PaD2
HYDROLOGIC SOIL GROUP:
B
Know what's below.
Call before you dig.
NORTH
SEWER PLAN
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
W 00 LO
0) CD O Cn
W N T Cl)
W C�C1
N
a Z N N
N Z 7 V
Z
OLU 00 00
H LL 00 00
F J W S
W J
w
IL w z
00 = 0 LL
coQa
Cq W O LL
ZQa
N
Cn
E
O
U
Q �
Q
_
0
vs
C w+
C a�
2
.U) V
r o
�> O
V�V 3
00
T
N
U
W
Cn
z
W
J
J
W
CIO
U
z
� w m-N D mI
z
0
L
>
LLJ
<
o
_Lj
Cn
w
V)
0
0
m
w
w
F-
o
>
o
w
0
z
w
w
o-
0
Q
ch
0
0
N
o'
w
o
0
w
J
z
C>
>
_
z
�
w
0
o
G'
w
o
CD
z
0
m
0
0
0
\
\
\
\
\
w
00
r�
r
n
F_
CD
o
\
�
\
N
p
p
O
O
O
0
6
r
C6
z
V
z
J
W
V
DRAWN BY:
CDC PROJECT NO.:
SHEET
Q
z
J
O
Q
0
0
z
z
O
0
0
0
w
o-
w
I
U
J
J
O
0
0
0
w
w
SWIM
21524

PROPOSED TRAFFIC
CONES (TYP)
On Or1
8" PVC
SS D SS
10+00
OH
CONTRACTOR SHALL REPAIR AND
REPLACE PORTIONS OF BUFFALO
CREEK ROAD AS NEEDED TO
INSTALL PROPOSED 8" DIP SEWER
FLAGGER OR SIGNAL CONTROL
DEVICE TO DIRECT TRAFFIC
AROUND PROPOSED ROADWORK
1230
1220
EXISTING SIGN TO BE TEMPORARILY
REMOVED AND RELOCATED AS
DIRECTED BY NCDOT AFTER
INSTALLATION OF SEWER MAIN
OH OH 0
511
PVC�L
M FM g SS FM-
WOODEN FENCE
x x x x x
PROPOSED 8" DIP SEWER LINE (TYP)
PROPOSED SAW CUT. CONTRACTOR REMOVE
AND REPLACE PAVEMENT (SEE DETAIL )(TYP)
PROPOSED JERSEY
BARRIER (TYP)
EXISTING STORM DRAIN TO REMAIN
\00
m �
IN
Z
� I
� I
I
I ye
I
PROPOSED 6" SCHEDULE 40 PVC I N
SEWER SERVICE (1.0% MIN. SLOPE)
EXISTING UTILITY POLE TO
RELOCATED N
GOO,�G��I J REMOVED AND RELOCATED AS - - - - - -
DIRECTED BY NCDOT AFTER I�
G CGj \�'�0� INSTALLATION OF SEWER MAIN
// \0
'I�'
I � FLAGGER OR SIGNAL CONTROL
P
' N DEVICE TO DIRECT TRAFFIC
0j AROUND PROPOSED ROADWORK
\ 01 ON I �`
_ _ I\ 3+26 7.... �� _ 1 0
—N — 4=
FM —
FM FM
CZ= 0-♦= E=:]- 0 = 0=
II PROPOSED SEWER MANHOLE
N (TYP)(SEE DETAIL)
�O \)�o c, EXISTING SIGN TO BE TEMPORARILY I N
I
\� /�' N 60o39eQ >o 'ijo o IV i�� 4�;'4 _iiv'A r-70L- ' F; �
-♦ - ----
o ^ - ---
r
48.38' G "' --
-- W ---- W n/
r�\k -
RI IFi=A I n /-PFFK Pf n _ Gp _ I IncL/
PROPOSED ASPHALT OVERLAY
J � �
-- -
1�1n 1?1n
1230
1200
O o
O CD
+ N
PUBLIC SEWER
0
O
+
1200
1180
0
N
+
ro
MAINTENANCE LIMIT WW
ASPHALT
;TING GRADE (TYP)
SCALE
V: V=6'
v� V
Q
O� J
SITE
0
F
�o
VICINITY MAP
(NOT TO SCALE)
DEVELOPMENT DATA:
OWNER/DEVELOPER:
RUTHERFORDCO, LLC
P.O. BOX 2568
HICKORY, NORTH CAROLINA 28603
CONTACT:
HUNTER B. TREFZGER
[phone]
CIVIL ENGINEER:
CIVIL DESIGN CONCEPTS, P.A.
168 PATTON AVENUE
ASHEVILLE, NORTH CAROLINA 28801
CONTACT:
WARREN SUGG, P.E.
[phone]
SURVEYOR:
McABEE & ASSOCIATES, P.A.
3 McABEE TRAIL
FAIRVIEW, NORTH CAROLINA 28730
CONTACT:
ERIC S. McABEE, P.L.S.
[phone]
PROJECT DATA
PIN:
065310456908
ADDRESS:
BUFFALO CREEK RD,
CHIMNEY ROCK, NC
DEED BOOK/PAGE:
961/532
SITE ACREAGE:
8.02t ACRES
ZONING:
RUTHERFORD COUNTY, UNINCORPORATED
SETBACKS:
FRONT:
N/A
SIDE:
N/A
REAR:
N/A
DISTURBED AREA:
4.84t ACRES
PARKING CALCULATIONS:
VEHICULAR
TOTAL BEDS:
62
SPACES PROVIDED:
40
HANDICAPPED SPACES:
SPACES REQUIRED:
3
SPACES PROVIDED:
3
BUILDING DATA:
BUILDING DESCRIPTION HEIGHT
GEA
1 SINGLE STORY STEEL 38'-8"
31,405 SF
IMPERVIOUS CALCULATIONS:
IMPERVIOUS
PERVIOUS
PRE -DEVELOPMENT:
0.05 ACRES (0.6%)
7.97 ACRES (99.4%)
POST -DEVELOPMENT:
1.72 ACRES (21%)
6.30 ACRES (79%)
SOIL TYPES:
PaC2, PaD2
HYDROLOGIC SOIL GROUP:
B
30
Know what's below.
Call before you dig. NORTH
SEWER EXTENSION PLAN
GRAPHIC SCALE
0 15 30 60
W — 0D Ln
0 00 CD
CD
M f0 O Ln
LLI OD T In
W N N N
H 00 1* L0
a
N
(1)z V'T
Z N N
Z LLF eD aD
H co aD
O_j W ON
VO
LU
W J 00 W
d W Z
H> W X
OD 2 Q LL.
co<
Cn W Q LL
ZQa
L0
Cn
z
O
Cn
>
w
0-
w w co ~ z
Q 0
W 3- (n
> o >
W z w
0_ Q G
o' 3 o
w w
z > _
0
w
0
z
0
J
m
0 0 0
co
C rnN
0 0 0
r 00
V
z
J
0
W
Cn
Cn
r
�/ /
a
0_ O W L1 �
W
z
Q D
J
W
z J
O
Cn
Z WW
x
W
Of
w
W
(n J
DRAWN BY:
CDC PROJECT NO.:
SHEET
It
00
T
N
U
W
CO)
z
w
U_
I J
CO)
W
m
U
z
z
0
0-
Cn
0
Q
Z
J
O
0-
Q
O
0-
0
z
z
0
U
0-
0
W
o-
w
_
D
0'
I
U
J
J
O
U
0_
O
W
0'
w
2
Qf
SWM
21524
120
C702
( IN FEET )
1 inch = 30 ft.

CAST IRON WITH '
CAST IN TOP
CLEANOUT B,
(SEE DETAIL
CLEANOUT IN CLEANOUT IN
PAVED AREA GRASSED AREA
PAVEMENT GROUND
" SERVICES ARE ALLOWED FOR
SINGLE FAMILY RESIDENCES ONLY.
CLEANOUT DETAIL
NOT TO SCALE
0
w
Inn
cnQ
wU
Jcn
zo
�z
ER LINE
5/8"0 LIFTING BAR (TYP.)
SOVICEDF�/o
�P �y
COVER ®_4 SANITARY >
o SEWER o
6i
5/8"0 LIFTING BAR (TYP.) N.
CONCRETE ANCHOR BOLTS (IF REQUIRED)
18" MIN 2' MATCH FRAME TO EXISTING GRADE
FOR LANDSCAPED LOCATIONS
CONCRETE ANCHOR BOLT
FOUR (4) MIN.
PRECAST MANHOLE
FRAME SET IN NON -ROADWAY LOCATION
MACHINED SURFACES
� 1" MAX T'� T PAVEMENT
GROUT
BRICK-
3 LAYERS (MAX.)
3 BRICKS MAX
MAX
I PRECAST MANHOLE \
FRAME SET IN ROADWAY LOCATION
FLEXIBLE MANHOLE
SLEEVE OR -
ENTRANCE JOINT
PIPE EMBEDMENT
MATERIAL —
UNDISTURBED SECTION B—B
CASTIRON FRAME & COVER
BRICK
ADJUSTMENT
GROUTED OR PRECAST
CONCRETE "U" SHAPED
CHANNEL(S)
FLEXIBLE MANHOLE
SLEEVE OR
ENTRANCE JOINT
A'
-PRECAST CONCRETE GRADE RING
2"x1 /4" BUTYL
NOTES:
1. ALL CASTINGS SHALL BE MANUFACTURED IN THE USA
2. WHERE MANHOLE IS IN ROAD SHOULDER AND ROAD DOES NOT
HAVE CURB AND GUTTER, DO NOT USE ANCHOR BOLTS IN FRAME
3. "CAROLINA WATER SERVICE OF NORTH CAROLINA" TO APPEAR ON
COVERS ONLY WHEN THE SEWER SYSTEM IS TO BE MAINTAINED BY
MSD
STANDARD MANHOLE FRAME
AND COVER
(FOR PUBLIC "MSD" MAINTAINED SEWER MANHOLES)
NOT TO SCALE
2
MANHOLE
STEPS
DETAIL
„A„
4' MIN
MANHOLE
EMBEDMENT
MATERIAL
-HOLE
-EPS
SECTIONAL PLAN
GROUT
INSIDE 2 ROPES
JOINT BUTYL
RUBBER
SEALANT
DETAIL "A"
TRENCH
PIPE WIDTH
EMBEDMENT O
MATERIAL
L��j
\ 6" PIPE SECTION C—C
PIPE EMBEDMENT `UNDISTURBED EMBEDMENT
MATERIAL
MATERIAL
NOTE:
SECTION A —A
MANHOLE STEPS TO BE VERTICALLY IN LINE WITH
"INVERT OUT" FOR PIPE 18" AND LESS. OVER 18"
TO BE LOCATED IN LINE WITH BENCH.
STANDARD MANHOLE
CENTE
INLET
NOT f
o IN EIT
QUADI
z ADJOII
O MANH
OUTLE
u
cn w
wU
�z
QO
> U
o'
O
w
X
Q
00
1
NOT TO SCALE
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
BACKFILL MATERIAL
COMPACTED IN 3" LIFTS
SHEETED OPEN
TRENCH TRENCH
24" MAX 12" MAX
12" MIN 6" MIN
UNDISTURBED
EARTH
STANDARD EXCAVATION
SHEETED OPEN
TRENCH TRENCH
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
24" MAX
12�" MAX
12" MIN I 6" MIN
SPRING LINE OF PIPE
FLEXIBLE MANHOLE
SLEEVE OR PIPE EMBEDMENT
ENTRANCE JOINT MATERIAL —
UNDISTURBED— SECTION B—B
#4 REBA
A
MANHOLE
B
PIPE EMBEDMENT
MATERIAL
MECHANICALLY TAMPED
CENTERLINE OF
INLET PIPING IS
\
NOT ALLOWED IN
#6 @ 6"
EITHER QUADRANT
ADJOINING THE MANHOL
OUTLET. C
C
EXTRA #6 REBAR
OPENING FOR C.I.
SEWER
FRAME & COVER
PIPE
TOP SLAB
#4 HOOP
REINFORCING STEEL
B
SECTIONAL PLAN
CAST IRON FRAME & COVER
BRICK
GROUT
°o°
BUTYL
ADJUSTMENT
INSIDE �°
°o°
° �°
RUBBER
JOINT
SEALANT
FLEXIBLE
MANHOLE
SEE
°
SLEEVE OR
DETAIL
A'
'
4' MAX
ENTRANCE
o
MANHOLE ST(�EPS
'
DETAIL "A"
JOINT
°
MINIMUM
MIN
2"
1 TRENCH
WI TH
41
I
PIPE O „a�
1
EMBEDMENT �'�"I
°
MATERIAL
SECTION C—C
\
6" PIPE EMBEDMENT
PIPE EMBEDMENT UNDISTURBED
SOIL MATERIAL
MATERIAL
SECTION A —A
NOTE:
MANHOLE STEPS TO BE VERTICALLY IN LINE WITH
"INVERT OUT" FOR PIPE 1 AND LESS. OVER
SHALLOW
MANHOLE
18" TO BE LOCATED IN LINE WITH BENCH.
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
BACKFILL MATERIAL
COMPACTED IN 3" LIFTS
NOT TO SCALE
SHEETED OPEN
TRENCH TRENCH
24" MAX 12" MAX
12" MIN 6" MIN
P:
NOTE:
UNDISTURBED J
BELL HOLES NOT SHOWN EARTH
OVERCUT EXCAVATION
SHEETED OPEN
TRENCH TRENCH
BACKFILL MATERIAL
COMPACTED IN 6" LIFTS
24" MAX 12" MAX
12" MIN 6" MIN
SPRING LINE OF PIPE
WASHED STONE01*1
6"MIN
WASHED STONE s" MIN
EMBEDMENT
EMBEDMENT
UNDISTURBED ADDITIONAL WASHED STONE FOR
EARTH UNDERCUT EXCAVATION ONLY
AS DIRECTED BY ENGINEER
NOTES: STANDARD EXCAVATION
CONSTRUCTION OF TRENCHES IN WET CONDITIONS UNDISTURBED
SHALL BE IN ACCORDANCE EARTH
WITH THE LATEST OSHA UNDERCUT EXCAVATION
REGULATIONS. CONTRACTOR IN UNSTABLE SOILS TYPES
SHALL BE RESPONSIBLE FOR
COMPLIANCE WITH ALL
APPLICABLE REGULATIONS.
NO BOULDERS OR STONES
IN EXCESS OF 4" IN SIZE
OFALL THEB NITIALDAS BACKPART TYPICAL TRENCH DETAIL
PIPE BEDDING MATERIAL NOT TO SCALE
SHALL BE # 57 WASHED
STONE.
MANHOLE
STEPS
GENERAL NOTES FOR SEWER
1. SEWER CONSTRUCTION ON THIS SITE MUST BE AUTHORIZED BY PERMITS ISSUED BY THE
CAROLINA WATER SERVICE OF NORTH CAROLINA AND THE TOWN OF LAKE LURE. ALL
SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL
REGULATORY STANDARDS; AND ALL REQUIREMENTS IN THE PROJECT TECHNICAL
SPECIFICATIONS. REQUIREMENTS AND SPECIFICATIONS OF CAROLINA WATER SERVICE OF
NORTH CAROLINA AND THE TOWN OF LAKE LURE STANDARDS SUPERSEDE ALL OTHERS
IN THE INSTALLATION OF THE PROPOSED SEWER EXTENSION.
2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED SEWER PERMITS AND
ASSOCIATED NON —SEWER PERMITS HAVE BEEN OBTAINED PRIOR TO BEGINNING
CONSTRUCTION. CONTRACTOR TO PROVIDE COPY OF STREET CUT PERMIT TO CAROLINA
WATER SERVICE OF NORTH CAROLINA AND THE TOWN OF LAKE LURE PRIOR TO
CONSTRUCTION.
3. ALL CONSTRUCTION SHALL BE UNDER THE INSPECTION OF THE ENGINEER, THE OWNER,
CAROLINA WATER SERVICE OF NORTH CAROLINA AND THE TOWN OF LAKE LURE. THE
ENGINEER SHALL PERIODICALLY INSPECT THE PROGRESS OF INSTALLATION AND SHALL
COMPLETE A FINAL WATER AND SEWER INSPECTION. THE CONTRACTOR SHALL FURNISH,
SECURE, AND PROVIDE ALL NECESSARY TESTING MATERIALS, EQUIPMENT, PROCEDURES,
AND CERTIFIED LABORATORY TEST RESULTS FOR USE WITH ENGINEERS FINAL
CERTIFICATION OF COMPLETION. ANY WORK COVERED PRIOR TO ENGINEER'S INSPECTION
IS SUBJECT TO UNCOVERING AND BACKFILLING AT THE CONTRACTOR'S EXPENSE.
4. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED UTILITY CONTRACTOR.
5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND
ELEVATION FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE
PLANS HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON
THE PLANS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR
LOCATION PRIOR TO CONSTRUCTION.
6. CONTRACTOR SHALL PROTECT EXISTING AND NEWLY BUILT UTILITIES DURING
CONSTRUCTION. ANY DAMAGE TO UTILITIES INCURRED DURING OR RESULTING FROM
CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE
REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT
THE CONTRACTOR'S EXPENSE.
7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE
CONSTRUCTION ACTIVITY IS TO BEGIN. THE CONTRACTOR SHALL NOTIFY ULOCO AT
—800-632-4949 OR 811, 72 HOURS BEFORE CONSTRUCTION BEGINS. NOTIFY THE 1
ENGINEER AT LEAST 72 HOURS BEFORE STARTING CONSTRUCTION ACTIVITIES.
8. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR SHALL INSTALL
AND MAINTAIN ANY EROSION CONTROL MEASURES NECESSARY TO ASSURE MAXIMUM
PROTECTION OF THE SITE. CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL
MEASURES REQUIRED TO CONTROL SEDIMENT DURING INSTALLATION ALL SEWER PIPES
AND APPURTENANCES.
9. SAFETY AND TRAFFIC ROUTING TO BE COORDINATED WITH CAROLINA WATER SERVICE OF
NORTH CAROLINA AND THE TOWN OF LAKE LURE AND IN STRICT ACCORDANCE WITH
NCDOT GUIDELINES FOR CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS.
10. ALL SEWER SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH INC PLUMBING
CODES AND ANY REQUIREMENTS PER LOCAL AUTHORITIES. COORDINATE EXACT
LOCATIONS OF SERVICE LINES WITH THE ARCHITECTURAL, PLUMBING, AND LANDSCAPING
PLANS. SEWER CLEANOUT ASSEMBLY LOCATIONS SHOWN ARE APPROXIMATE AND ARE
SUBJECT TO FINAL VERIFICATION.
11. ALL NON—FERROUS UNDERGROUND SERVICE LINES OUTSIDE BUILDING FOOTPRINT SHALL
BE REQUIRED TO HAVE A MAGNETIC— TYPE WARNING TAPE INSTALLED IN THE BACKFILL
AT LEAST 6" BELOW GRADE.
12. CONTRACTOR TO INSTALL D.I.P. WHERE THE MINIMUM OF 3' COVER OR AT UTILITY
CROSSINGS WHERE MINIMUM VERTICAL SEPARATION REQUIREMENTS CANNOT BE MET.
PIPE MATERIAL MUST TRANSITION TO D.I.P. 10' PRIOR TO CROSSING VIA A SOLID SLEEVE
COUPLING AND EXTEND TO THE NEXT MANHOLE.
13. INSTALL FERROUS PIPING FOR BOTH WATER AND SEWER WITHIN 10, OF A CROSSING IF:
A. SEWER LINE CROSSES OVER WATER, OR
B. VERTICAL CLEARANCE BETWEEN WATER AND SEWER IS LESS THAN 18".
MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS UNLESS
LAID IN SEPARATE TRENCHES WITH THE BOTTOM OF THE WATER LINE AT LEAST 18"
ABOVE THE TOP OF SEWER OR USE FERROUS MATERIAL FOR BOTH WATER AND
SANITARY SEWER.
14. MAINTAIN 24" VERTICAL SEPARATION BETWEEN STORM DRAIN AND SANITARY SEWER, OR
INSTALL FERROUS MATERIAL ON THE SANITARY SEWER WITHIN 10' EACH SIDE OF THE
CROSSING.
15. CONTRACTOR RESPONSIBLE FOR ADJUSTING EXISTING WATER APPURTENANCES AS
NECESSARY DUE TO ANY SITE CONSTRUCTION OR INSTALLATION.
16. TRENCH BACKFILL AND COMPACTION TESTING SHALL BE PERFORMED BY A CERTIFIED
SOILS LABORATORY UNDER ALL PAVED AREAS.
17. THE ENTIRE SEWER EASEMENT MUST BE CLEAR AND REMAINED CLEARED OF TREE
PLANTINGS, EXISTING TREES, AND ANY PERMANENT STRUCTURES.
18. CONTRACTOR SHALL SUPPLY THE ENGINEER WITH RECORD OF DEVIATIONS FROM PLANS
FOR PREPARATION OF FINAL RECORD DRAWINGS.
19. THE PERMITS REQUIRE CERTIFICATION OF COMPLETION BY THE ENGINEER OF THE SEWER
SYSTEMS PRIOR TO ISSUANCE OF FINAL OPERATION APPROVAL BY CAROLINA WATER
SERVICE OF NORTH CAROLINA AND THE TOWN OF LAKE LURE. SECURE FINAL
OPERATIONAL APPROVAL FROM CAROLINA WATER SERVICE OF NORTH CAROLINA AND
THE TOWN OF LAKE LURE PRIOR TO ACTIVATION OF THE SYSTEM.
SEWER DETAILS
W C 000 CLO
a) co C N
W N� 9
H co a N
a N N
N
cnz V v v
Z
z ui a'o ao
oo w
o
J co co
ai
W J W aNVO
a w Z¢
cc
H> w
ao=OLL
cn
co W Oco LL
H
ZQa
a 3
9
N
E
0
0
a y
a
a
.. 0
(4
C N
4
mV ;
a
Z OO 3
V�V 3
w mI
m
cn
cn
cn
z
O
V)
>
cn
L�j
J
ch�
w
cn
m
3:
w
O
O
�
w
U)
I—
cn
>
o
>
m
>_
w
O
z
w
Of
af
U
Q
U
w
I-
m
cn
o
Q
w
w
o
z
U
>
_
oLi
w
z
0
m
O
O
O
O
�o
l
\_
\
w
O
O
N
O
Q
N
O
O
O
O
O
4
1'�
ao
z
DRAWN BY:
CDC PROJECT NO.:
SHEET
SWM
21524
C971

MINIMUM WEIGHT CHART
MIN. WEIGHT-LBS.
COVER
25
BASE
40
TOTAL UNIT
65
COUNTERSUNK
PLUG
N
NOTE:
1. ALL SANITARY SEWER CLEAN OUT BOXES AND
COVERS SHALL BE MANUFACTURED FROM GRAY
IRON (CAST IRON) MEETING THE REQUIREMENTS
OF AWWA C110 AND ASTM A536.
2. ALL SANITARY SEWER CLEAN OUT BOXES AND
COVERS SHALL CONFORM TO PARAGRAPH 2.01(d)
OF ITEM 11, SECTION A OF MSD'S TECHNICAL
SPECIFICATIONS (MADE IN THE U.S.A).
3. SANITARY SEWER CLEAN OUT BOXES AND
COVERS MANUFACTURED BY U.S FOUNDRY
(HAND HOLE RING & FC COVER, MODEL #7610),
EAST JORDAN IRON WORKS (HEAVY DUTY
MONUMENT BOX, MODEL #1574) OR APPROVED
EQUAL. U.S FOUNDRY (HAND HOLE RING & FC
COVER, MODEL #7630) MAY BE USED WHERE
CLEAN OUT IS WITHIN AN ASPHALT OR
CONCRETE PAVED AREA.
8" TO 8$" r 1"MIN. GROUND LEVEL
vw L,,,,
z O
><
� o
NEOPRENE BOOT
J� O�
00
Om
�O
z12w�Q
z_
��0OJ
wU F--o
w
c�Da_
om
000000c0o.�000 LLJ � QO
0000o0oc)o ��"0��oo"0boo"0o
oo o"oo0l000000000=N (n 0oo
0o000o0o0o'o J 000> o0�
o: o.
`
74" MIN. - 9" MAX
134" MIN. - 154" MAX.
CLEANOUT BOX
NOT TO SCALE
10' MIN. OR EDGE OF PAVEMENT
TAPER TO EXISTING
EXISTING
GRAVITY SEWER
MANHOLE BASE SECTION
EXPANSION BAND
GROUT AROUND PIPE -TO
BE FLUSH WITH INSIDE
FACE OF BASE SECTION
MANHOLE
3" MAX. INVERT
PIPE CLAMP-�
6"MIN. WASHED
STONE BASE CORE DRILLED HOLEJ�
NOTES:
1. MATERIAL SPECIFICATIONS: NEOPRENE BOOT - ASTM C-923; PIPE
CLAMP & EXPANSION CLAMP - STAINLESS STEEL, ASTM C-923.
2. TWO PIPE CLAMPS REQUIRED FOR PIPE O.D.'S 15" AND LARGER.
STANDARD MANHOLE BOOT
NOT TO SCALE
2" TYPE SF 9.5A COMPACTED
BITUMINOUS SURFACE COURSE
6" TYPE 1 19.013 BITUMINOUS BINDER COURSE
IN TWO 3" COMPACTED LIFTS
6" C.A.B.C. IN TWO 3" COMPACTED LIFTS
COMPACTED TO 100% COMPACTION - STANDARD
SAWCUT EXISTING PAVEMENT
EXISTING
�
11
III=
_ IILLJ
=111 _ >
BITUMINOUS TACK COAT I1I�I_I� �I IIII��I�III o 0
_��- 1'-0" 1'-0" PIPE 1'-0" 1'-0" =1�1i �I
MAX. O.D. MAX. Tl- D
z_
NOTE: UPPER TWO FEET COMPACTED EARTH
OF BACKFILL UNDER ROADS BACKFILL _II
TO BE COMPACTED TO 100%
-i
11 , i-
III-III-
I I� III
_
�IIII�1111�1--_ _
NOTES: � UNDISTURBED EARTH
1. EDGE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE.
BROOMED CLEAN OF DUST BEFORE TACK COAT IS APPLIED.
2. EDGES TO BE TACKED WITH CRS-I OR CRS-11.
3. THICKNESS OF CABC STONE, 1-19.013 BINDER AND SF 9.5A SURFACE COURSE SHALL MATCH EXISTING
CONDITIONS IF GREATER THAN SHOWN ON DETAILS.
4. CONTRACTOR RESPONSIBLE FOR REPLACEMENT OF ANY PAVEMENT MARKINGS DISTURBED OR COVERED
BY OVERLAY.
TYPICAL PAVEMENT REPAIRS - NCDOT ROADS
NOT TO SCALE
PAVEMENT RESURFACING BID ITEM SEE SPECS.
PAVEMENT REPLACEMENT BID ITEM SEE SPECS.
OR DIRECTED
BY ENGINEER
SAW CUT EXISTING PAVEMENT
EXISTING PAVEMENT
EXISTING BASE COURSE
CABC STONE BID
ITEM SEE SPECS.
DRY
UNDISTURBED
EARTH
2. 0' OD
NO SERVICE TO BE
CONNECTED IN THIS
QUADRANT ,
CONSTRUCT SERVICE LINE AT
3/4 DIA. OF SEWER MAIN
OR HIGHER
2" OF BITUMINOUS SURFACE COURSE, TYPE RSF
OR SF 9.5A, IF REQUIRED BY NCDOT COMPACTED
TO 90% OF MAXIMUM LABORATORY DENSITY.
BITUMINOUS TACK COAT
4" OF BITUMINOUS CONCRETE
BINDER COURSE TYPE 1 19.013
IN TWO 2" LIFTS COMPACTED TO
92% MAXIMUM LABORATORY
DENSITY.
8" OF A.B.C. COMPACTED TO
100% STANDARD PROCTOR
IN 4" LIFTS.
TRENCH BACKFILL MATERIAL
COMPACTED TO 95% STANDARD
PROCTOR IN 6" LIFTS.
INITIAL BACKFILL
SEE TRENCH DETAILS.
NOTES:
1. EDGES ARE TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE, AND BROOMED
CLEAN OF DUST PRIOR TO APPLICATION OF TACK COAT.
PAVEMENT REPAIR AND RESURFACING FOR
NCDOT ROADS AND CITY STREETS
NOT TO SCALE
-WER SERVICE
FLOW
PLAN
SEWER SERVICE
1.00%
SECTION
SERVICE CONNECTIONS AT MANHOLES
NOT TO SCALE
GENERAL NOTES FOR SEWER
1. SEWER CONSTRUCTION ON THIS SITE MUST BE AUTHORIZED BY PERMITS ISSUED BY THE
CAROLINA WATER SERVICE OF NORTH CAROLINA AND THE TOWN OF LAKE LURE. ALL
SITEWORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND NATIONAL
REGULATORY STANDARDS; AND ALL REQUIREMENTS IN THE PROJECT TECHNICAL
SPECIFICATIONS. REQUIREMENTS AND SPECIFICATIONS OF CAROLINA WATER SERVICE OF
NORTH CAROLINA AND THE TOWN OF LAKE LURE STANDARDS SUPERSEDE ALL OTHERS
IN THE INSTALLATION OF THE PROPOSED SEWER EXTENSION.
2. CONTRACTOR TO VERIFY WITH ENGINEER THAT THE REQUIRED SEWER PERMITS AND
ASSOCIATED NON -SEWER PERMITS HAVE BEEN OBTAINED PRIOR TO BEGINNING
CONSTRUCTION. CONTRACTOR TO PROVIDE COPY OF STREET CUT PERMIT TO CAROLINA
WATER SERVICE OF NORTH CAROLINA AND THE TOWN OF LAKE LURE PRIOR TO
CONSTRUCTION.
3. ALL CONSTRUCTION SHALL BE UNDER THE INSPECTION OF THE ENGINEER, THE OWNER,
CAROLINA WATER SERVICE OF NORTH CAROLINA AND THE TOWN OF LAKE LURE. THE
ENGINEER SHALL PERIODICALLY INSPECT THE PROGRESS OF INSTALLATION AND SHALL
COMPLETE A FINAL WATER AND SEWER INSPECTION. THE CONTRACTOR SHALL FURNISH,
SECURE, AND PROVIDE ALL NECESSARY TESTING MATERIALS, EQUIPMENT, PROCEDURES,
AND CERTIFIED LABORATORY TEST RESULTS FOR USE WITH ENGINEERS FINAL
CERTIFICATION OF COMPLETION. ANY WORK COVERED PRIOR TO ENGINEER'S INSPECTION
IS SUBJECT TO UNCOVERING AND BACKFILLING AT THE CONTRACTOR'S EXPENSE.
4. ALL WORK MUST BE PERFORMED BY A NORTH CAROLINA LICENSED UTILITY CONTRACTOR.
5. CONTRACTOR IS RESPONSIBLE FOR LOCATING AND VERIFYING THE EXACT LOCATION AND
ELEVATION FOR ALL UTILITIES PRIOR TO CONSTRUCTION; AND TO NOTIFY ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES. THE LOCATION OF SOME UTILITIES SHOWN ON THE
PLANS HAVE BEEN APPROXIMATED. ALL BURIED UTILITIES HAVE NOT BEEN SHOWN ON
THE PLANS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR
LOCATION PRIOR TO CONSTRUCTION.
6. CONTRACTOR SHALL PROTECT EXISTING AND NEWLY BUILT UTILITIES DURING
CONSTRUCTION. ANY DAMAGE TO UTILITIES INCURRED DURING OR RESULTING FROM
CONSTRUCTION ACTIVITY IS THE RESPONSIBILITY OF THE CONTRACTOR AND IS TO BE
REPAIRED IN ACCORDANCE WITH APPLICABLE STANDARDS OF APPROPRIATE AGENCIES AT
THE CONTRACTOR'S EXPENSE.
7. THE CONTRACTOR IS TO NOTIFY ALL UTILITY COMPANIES AT LEAST 72 HOURS BEFORE
CONSTRUCTION ACTIVITY IS TO BEGIN. THE CONTRACTOR SHALL NOTIFY ULOCO AT
1-800-632-4949 OR 811, 72 HOURS BEFORE CONSTRUCTION BEGINS. NOTIFY THE
ENGINEER AT LEAST 72 HOURS BEFORE STARTING CONSTRUCTION ACTIVITIES.
8. EROSION CONTROL IS FIELD PERFORMANCE BASED AND CONTRACTOR SHALL INSTALL
AND MAINTAIN ANY EROSION CONTROL MEASURES NECESSARY TO ASSURE MAXIMUM
PROTECTION OF THE SITE. CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL
MEASURES REQUIRED TO CONTROL SEDIMENT DURING INSTALLATION ALL SEWER PIPES
AND APPURTENANCES.
9. SAFETY AND TRAFFIC ROUTING TO BE COORDINATED WITH CAROLINA WATER SERVICE OF
NORTH CAROLINA AND THE TOWN OF LAKE LURE AND IN STRICT ACCORDANCE WITH
NCDOT GUIDELINES FOR CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS.
10. ALL SEWER SERVICES SHALL BE CONSTRUCTED IN ACCORDANCE WITH INC PLUMBING
CODES AND ANY REQUIREMENTS PER LOCAL AUTHORITIES. COORDINATE EXACT
LOCATIONS OF SERVICE LINES WITH THE ARCHITECTURAL, PLUMBING, AND LANDSCAPING
PLANS. SEWER CLEANOUT ASSEMBLY LOCATIONS SHOWN ARE APPROXIMATE AND ARE
SUBJECT TO FINAL VERIFICATION.
11. ALL NON-FERROUS UNDERGROUND SERVICE LINES OUTSIDE BUILDING FOOTPRINT SHALL
BE REQUIRED TO HAVE A MAGNETIC- TYPE WARNING TAPE INSTALLED IN THE BACKFILL
AT LEAST 6" BELOW GRADE.
12. CONTRACTOR TO INSTALL D.I.P. WHERE THE MINIMUM OF 3' COVER OR AT UTILITY
CROSSINGS WHERE MINIMUM VERTICAL SEPARATION REQUIREMENTS CANNOT BE MET.
PIPE MATERIAL MUST TRANSITION TO D.I.P. 10' PRIOR TO CROSSING VIA A SOLID SLEEVE
COUPLING AND EXTEND TO THE NEXT MANHOLE.
13. INSTALL FERROUS PIPING FOR BOTH WATER AND SEWER WITHIN 10, OF A CROSSING IF:
A. SEWER LINE CROSSES OVER WATER, OR
B. VERTICAL CLEARANCE BETWEEN WATER AND SEWER IS LESS THAN 18".
MAINTAIN 10' HORIZONTAL SEPARATION BETWEEN SEWER AND WATER MAINS UNLESS
LAID IN SEPARATE TRENCHES WITH THE BOTTOM OF THE WATER LINE AT LEAST 18"
ABOVE THE TOP OF SEWER OR USE FERROUS MATERIAL FOR BOTH WATER AND
SANITARY SEWER.
14. MAINTAIN 24" VERTICAL SEPARATION BETWEEN STORM DRAIN AND SANITARY SEWER, OR
INSTALL FERROUS MATERIAL ON THE SANITARY SEWER WITHIN 10' EACH SIDE OF THE
CROSSING.
15. CONTRACTOR RESPONSIBLE FOR ADJUSTING EXISTING WATER APPURTENANCES AS
NECESSARY DUE TO ANY SITE CONSTRUCTION OR INSTALLATION.
16. TRENCH BACKFILL AND COMPACTION TESTING SHALL BE PERFORMED BY A CERTIFIED
SOILS LABORATORY UNDER ALL PAVED AREAS.
17. THE ENTIRE SEWER EASEMENT MUST BE CLEAR AND REMAINED CLEARED OF TREE
PLANTINGS, EXISTING TREES, AND ANY PERMANENT STRUCTURES.
18. CONTRACTOR SHALL SUPPLY THE ENGINEER WITH RECORD OF DEVIATIONS FROM PLANS
FOR PREPARATION OF FINAL RECORD DRAWINGS.
19. THE PERMITS REQUIRE CERTIFICATION OF COMPLETION BY THE ENGINEER OF THE SEWER
SYSTEMS PRIOR TO ISSUANCE OF FINAL OPERATION APPROVAL BY CAROLINA WATER
SERVICE OF NORTH CAROLINA AND THE TOWN OF LAKE LURE. SECURE FINAL
OPERATIONAL APPROVAL FROM CAROLINA WATER SERVICE OF NORTH CAROLINA AND
THE TOWN OF LAKE LURE PRIOR TO ACTIVATION OF THE SYSTEM.
W C 000 Ln 0
M coN
Lu a)N C Lo
W N� 9
H co a N
a N N
N
N
a V
Z
z uj ea
Z
z
H co 00
J co aNvO
uj
W J co c
a W Z
cc
H> cn Z x
ao=OLL
co
=a
co
H OLL
a
Z Q a
a 3
3
N
N
E
0
0
a y
a
a
.. 0
Vi 0
+^+ L
C N
W
00 2
- �U) a
.� O O 3
0oV 3
3: 3: :2 : w
cn
z
O
V)
J
oo�
m
U)
~
z
w
3
O
w
cn
>
o
>
>_
w
O
z
w
Of
ch
v
Q
N
w
o
Q
w
z
O
>
_
o
0
ry
w
z
0
m
"o
O
O
O
O
�
-
00
O
O
O
O
-I4I�I�ICj
It
co
N
U
w
m
Z
w
U
J
m
J
W
m
U
z
>_ I
m
z
O
m
O
w
0
f
o
z
0
WEARING COURSE CONSIST OF A
3'-6"MIN. 3'-6"MIN. MINIMUM OF 1 1/2" - 2"
Z
2'-6" 1' 0" 1'-0" 2'-6" BITUMINOUS HOT MIX ASPHALT,
MIN. MIN. MIN. MIN. 200` -300° COMPACTED 100%
STANDARD PROCTOR
>
Q
z
EXIST.PAVEMENT 2" LIFTS 4" OF BINDER 2" EXIST.PAVEMENT
o
m
OR 1"-2" COMPACTED 100%cl
Q
EXIST.BASE COURSE \ 2" EXIST.BASE COURSE
_
=OHO 8" A.B.C. COMPACTED _
w
�
) TO 100% STD PROCTOR
„ LIFTS
cn
o
DRY/ ���� ��, ':.::�::::.�'
UNDISTURBED '.::......' \\\ \\\\
o
EARTH ......... ����
TACK WITH RC OR AE-1 SPECIAL
z
���� ����_ •.•.•. ���� TACK. PATCH WILL MATCH EXISTING PAVEMENT
:.....:'.....
/W
�`
J
.'..'.'.':.':.'.:::':.. SEE APPROPRIATE
PIPE BEDDING DETAIL
J
-
o
o
W
....................................
w
o
NOTES:
w
1. EDGES TO BE SAWED WITH A CONCRETE SAW TO A NEAT SQUARED EDGE BROOMED CLEAN OF
DUST BEFORE TACK COAT IS APPLIED.
w
D
2. EDGES AND OVERLAY AREAS AND OVERLAY AREAS TO BE TACKED WITH RC OR AE-1 SPECIAL
TACK.
3. 6" LIFTS OR SUITABLE SOIL OR ABC AT OPTIMUM MOISTURE COMPACTED 95% STANDARD
PROCTOR; ALL WET OR UNSUITABLE MATERIAL TO BE REMOVED FROM SITE PRIOR TO BACKFILL.
4. N.C.D.O.T. APPROVED PATCH DETAIL.
DRAWN BY: SWIM
SEWER DETAILS
CDC
PROJECT NO.: 21524
COA/NCDOT
PAVEMENT REMOVAL & REPLACEMENT
SHEET
FOR PERPENDICULAR CUTS
NOT TO SCALE
C972