SW7070108_APPROVED PLANS_20070129

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW/%
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATET��
F
YYYYMM DD

CHANCELLOR HEALTH SERVICES
ASSISTED LIVING FACILITY
TOWN OF WINDSOR
BERTIE COUNTY, NORTH CAROLINA
OWNER/DEVELOPER
Bertie Health Investors, LLC
Spinnaker Development
56 W. THIRD ST,
P.O BOX 2568
HICKORY, N.C. 28601
o' 06
STORMWATER
APPROVED
NO rM CA E
OLIZ ENVIRgQI�tNTq[
DfVISIpNDpWA aNMIS,glpl
TER QUALITY
Date h
20 O
JAN 0 5 2007
Hobbs, Upchurch & Associates,, P.A.
Consulting Engineers, Surveyors & Land Planners
Southern Pines, North Carolina 28387
300 S.W. Broad Street, Southern Pines, North Carolina 28387
Phone: [phone] — Fax: [phone]

REVISIONS
CONSTRUCTION NOTES:
1. THE CONTRACTOR SHALL CONTACT THE POWER CO., GAS CO.,
AND TELEPHONE CO. FOR THE EXACT LOCATION OF ALL
UNDERGROUND MAINS, CABLES, OR LINES BEFORE CONSTRUCTION
BEGINS.
2. PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE SEPARATION
WILL BE MAINTAINED: 12 INCHES VERTICAL SEPARATION BETWEEN
CROSSING OF SANITARY SEWER AND STORM SEWERS, 18 INCHES
VERTICAL SEPARATION BETWEEN CROSSING OF SEWER (INCLUDING
FORCE MAINS) AND WATER MAINS, OR 10 FEET HORIZONTAL
SEPARATION BETWEEN SANITARY SEWER (INCLUDING FORCE MAINS)
AND WATER MAINS. IF THESE SEPARATIONS CANNOT BE MAINTAINED,
DUCTILE IRON PIPE WILL BE USED 10 FEET EITHER SIDE OF
CROSSING AND ALONG ENTIRE LENGTH OF LINE LESS THAN 10
HORIZONTAL FEET FROM WATER MAINS. THE CONTRACTOR SHALL
RECEIVE APPROVAL FROM THE ENGINEER IN THE FIELD BEFORE
PAYMENT WILL BE MADE AT DUCTILE IRON PRICES.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND
• PROTECTING ALL EXISTING WATER SERVICE CONNECTIONS DURING
CONSTRUCTION. ANY DAMAGE WHICH OCCURS AS A RESULT OF
THIS CONSTRUCTION SHALL BE REPAIRED AT NO ADDITIONAL COST
TO THE OWNER. IN THE EVENT OF A TEMPORARY SERVICE
INTERRUPTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE
OWNER AND BEGIN REPAIRS.
4. ALL PIPING FOR FORCE MAINS SHALL BE PRESSURE TESTED,
GRAVITY LINES SHALL BE AIR TESTED, AND MANHOLES SHALL BE
VACUUM TESTED, ALL IN ACCORDANCE WITH THE APPROVED
SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER
24 HOURS IN ADVANCE OF ALL SCHEDULED TESTING.
5. ALL WORK PERFORMED WITHIN NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION RIGHTS -OF -WAY SHALL BE PERFORMED IN
STRICT ACCORDANCE WITH THE NCDOT CONSTRUCTION AND
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL OR
UNIFORM TRAFFIC CONTROL DEVICES. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PERFORMING THE WORK AND ADHERING TO THE
RIGHT-OF-WAY ENCROACHMENT CONTRACT SPECIAL PROVISIONS.
t,
6. THE CONTRACTOR IS INSTRUCTED TO CONTROL SEDIMENTATION
RUNOFF BY METHODS APPROVED BY THE ENGINEERS DURING THE
COURSE OF CONSTRUCTION OF THIS PROJECT. THE CONTRACTOR
IS REMINDED THAT ALL WORK SHALL MEET ALL APPLICABLE
REQUIREMENTS OF THE RULES AND REGULATIONS OF EROSION AND
SEDIMENT CONTROL AS PUBLISHED BY THE DEPARTMENT OF
ENVIRONMENT, HEALTH AND NATURAL RESOURCES, NORTH CAROLINA
SEDIMENTATION CONTROL COMMISSION.
7. THE CONTRACTOR SHALL PROVIDE AS -BUILT DRAWINGS
INDICATING THE ACTUAL AS -BUILT CONDITION OF THE PROJECT AT
COMPLETION. AS-BUILTS WILL BE FURNISHED AT OR PRIOR TO
FINAL INSPECTION BY THE ENGINEER. MARK-UP COPIES OF THE
DRAWINGS INDICATING ALL DIMENSIONS AND ELEVATIONS ARE
ACCEPTABLE AS AS -BUILT DRAWINGS. EROSION CONTROL IS A
PERFORMANCE BASED REQUIREMENT FOR WHICH THE CONTRACTOR IS
RESPONSIBLE.
8. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE
RELOCATION OF ANY POWER POLES OR OTHER EXISTING UTILITIES
WITH THE ELECTRICAL AND/OR TELEPHONE COMPANY PRIOR TO THE
BEGINNING CONSTRUCTION.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING
THE OWNER TO ACCURATELY DETERMINE THE LOCATION OF
EXISTING WATER MAINS AND SEWER LINES WITHIN THE PROJECT
AREA. THE CONTRACTOR SHALL TAKE ADDITIONAL CAUTION IN
EXCAVATING AROUND THE SERVICE LINES AND MAINS WHILE
WORKING WITHIN THIS PROJECT. ANY DAMAGE TO THE MAINS OR
SERVICE LINES SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
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10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE
OWNER TO ACCURATELY DETERMINE THE LOCATION OF EXISTING WATER
MAINS AND SEWER LINES WITHIN THE PROJECT AREA. THE
CONTRACTOR SHALL TAKE ADDITIONAL CAUTION IN EXCAVATING AROUND
THE SERVICE LINES AND MAINS WHILE WORKING WITHIN THIS PROJECT.
ANY DAMAGE TO THE MAINS OR SERVICE LINES SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
11. THE CONTRACTOR SHALL INSTALL TRACER WIRE FOR ALL PVC
INSTALLATIONS. THE LOCATOR WIRE IS TO BE STANDARD 12 GAUGE
COPPER WIRE BURIED IMMEDIATELY OVER THE PIPE. LOCATION WIRE
CONNECTIONS SHALL BE WATERTIGHT, AND WILL BE ACCOMPLISHED BY
USING TWISTER DB PLUS WATERPROOF WIRE CONNECTORS, OR AN
APPROVED EQUAL. THE COST FOR TRACER WIRE INSTALLATION SHALL
NOT BE PAID FOR DIRECTLY, BUT INCLUDED IN THE COST FOR PIPE
INSTALLATION.
(BY OTHrRS) (TYP.) /
IT�
EXISTING
CREEK
i
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cp
TBM NJ_ 4J1....
N = ' 11685.39' -
.E . _ 1.4135.72'
EL.. 102.01' .
'EXISTINO
SOIL ROAD
1
AN
TABLE OF CONTENTS
SHEET
DESCRIPTION
1
COVER SHEET
2
EXISTING SITE PLAN
3
SITE IMPROVEMENT/UTILITY PLAN
4
GRADING, DRAINAGE, EROSION CONTROL PLAN
5
MISCELLANEOUS DETAILS
6
MISCELLANEOUS DETAILS
7
MISCELLANEOUS DETAILS
8
EROSION CONTROL DETAILS
F9
EROSION CONTROL DETAILS
lo
BIO-RETENTION DETAIL
1
I \ I
TBM NL 53 \ I I
N = 11662.33' I
E = 14185.78'
EL. 101.839 1 J
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DATE.' OCT.2006
DESIGNED: JST
GRAPHIC SCALE DRAWN: HMW3
40 OD 160 CHECKED: JST
SCALE' AS SHOWN
1N 1•'M ) I SHEET NO.
1 inch = 40 ft.^
f rs,

PROPOSED UTILITIES ARE SHOWN
FOR PRICING PURPOSES ONLY.
UTILITY PLANS WILL NEED TO BE
FINALIZED AND PERMITTED ONCE
EXTENSIONS TO THE SITE ARE
COMPLETE (BY OTHERS).
TIE EXISTING GRAVEL
DRIVE TO PROPOSED
ROAD
FUTURE
1— FIRE HYD. ASSEMBLY
1— 6" GATE VALVE
1— 6"X6" TEE
EXISTING DIRT ROAD
//
EXISTING
CREEK
\ FUTURE SEWER
�I(BY OTHERS)
24' WIDE ROADWAY
WITH 18"CONCRETE
CURB & GUTTER (TYP.)
NOTE:
ON —SITE UTILITIES SHALL BE
TIED TO PROPOSED UTILITY
EXTENSIONS (BY OTHERS)
TIE EXISTING GRAVEL
DRIVE TO PROPOSED
ROAD
WETLANDS DELINEATION
(BY OTHERS) (TYP.)
BEND (TYP.)
/
3-6"X6" TEE
/
3-6" GATE VALVE
/
1-6" WATER METER
1 —FIRE HYDRANT
/
ASSEMBLY
1—RPBP ASSEMBLY
2-22.5' BEND
/
PROPOSED 6 SEWER
SERVICE WITH CLEANOUT
75MAX.
22.5- BEND (TYP.)
PROPOSED
1— FIRE HYD. ASSEMBLY
1— 6" GATE VALVE
\
PRPOSED 250'
6 WATER
SERVICE
FIRE DEPARTMENT
CONNECTION
FFE: 106.50'
HANDICAP ACCESS
4** 114.42 RAMP (TYP.)
' . 278'
JWALL)
0AOwmr% r%ATA //CAI !M 11 ATIAAIC.
NUMBER OF EMPLOYEE: 30
NUMBER OF ACCOMMODATIONS: 60
REQUIREMENTS:
1 SPACE FOR EVERY 4
ACCOMMODATIONS, AND 1 SPACE
FOR EVERY EMPLOYEE.
REQUIRED SPACES: 45
PROVIDED SPACES: 58
HANDICAP SPACES: 2
TOTAL SPACES: 60
1 14.33'
16' WIDE GRAVEL
FIRE LANE
PROPOSED CON(
SIDEWALK (TYP.)
STORAGE
BUILDING
16' WIDE PAVED
ACCESS ROAD FOR
TRUCK DELIVERIES
PROPOSED PROPERTY
BOUNDARY
REVISIONS
SYM. I DESCRIPTION DATE I BY
GRAPHIC SCALE
( IN FEET )
I inch = 90 !t
aIt OR
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DATE:
JAN.
2006
DESIGNED:
JST
DRAWN:
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CHECKED:
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SC E.
AS SHOWN
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REVISIONS
SYM. I DESCRIPTION
DATE I BY
ACCESS TO THE SITE IS --VIA AN EXISTING DIRT ROAD. /
SURFACING OF THIS ROAD WILL BE BY OTHERS AND IS
NOT INCLUDED IN THIS PLAN. 8flLF LEVEL SPREADER /
AT ELEV. 1 t 1.L) /
VEFLANOS-BELNEATIGN
(BY OTHERS) (TYP.)
WETLANDS IMPACTS FROM UTILITIES ARE APPX.
1/10 TH OF AN ACRE. POST CONSTRUCTION /
NOTIFICATION TO BE FILED BY OWNER. /
FES#1
INV. 100.00'
�0-
100
7Q
2
TIE EXISTING GRAVEL
DRIVE -TO PROPOSED. / / / \ 104
ROAD ELEV. 102,10mop
41
BIORETENTION
/ j /. .. / / AREA #1
YI#1
RIM: 104.001/ BIORETENTION
AA, AREA #2
\ \\ 101 / / / /l 0
YI#2
NOTE: ROOF DRAINS SHALL BE RIM: 104.00'
\ / DIRECTED SO THAT FLOW FROM
\ , HALF OF THE ROOF DRAINS INTO _
\ \ p) EACH OF THE BIORETENTION
AREAS. IF ROOF DRAINS
d DISCHARGE DIRECTLY INTO
BIORETENTION AREAS, OUTLET
\� 0 PROTECTION SHALL BE PROVIDED. .
CI#1 ,
INV. 104.5'
I FFE: 106.5'
�' 7
\2.0
INFILTRATION
AREA #1
NOTE:
1) INFILTRATION AREA SHALL BE
GRADED LEVEL AND SODDED WITH
A DENSE VEGETATIVE COVER.
2) THE INFILTRATION BASIN
SHALL BE PROVIDED WITH A
PERMANENT BENCHMARK IN
ORDER TO DEFINE THE CLEANOUT
DEPTH OF 1 FOOT.
10
105_�
1 U �-
10' WEIR AT
ELEV. 103
NOTE: WEIR SHALL BE LINED
WITH NCDOT TYPE 2 FILTER /
FABRIC AND COVERED WITH 12" o
OF CLASS A RIPRAP FROM TOE %
TO CREST BOTH SIDES.
i
FES#2
INV. 100.00'
STORM DRAINAGE TABLE
LOWER
STRUCTURE
UPPER
STRUCTURE
PIPE
SIZE
PIPE
MATERIAL
PIPE
LENGTH
PIPE
SLOPE
LOWER
INVERT
UPPER
INVERT
FES#1
YI#1
18"
RCP
126'
1.00%
100.00'
101.25'
FES_#2 .
YI#2
15"
RCP
91,
1.10%
100.00'
101.00'
7
NOTES
SITE. DATA:
TOTAL SITE: -5.80 ACRE 1. THESE DRAWINGS FOR PROPOSED CONSTRUCTION
IMPERVIOUS AREA: 1.68 ACRES ARE SUBJECT TO GEOTECHNICAL REVIEW PRIOR TO
PERCENT IMPERVIOUS: -29% ACTUAL CONSTRUCTION. HOBBS UPCHURCH &
ASSOCIATES HAS PERFORMED NO SUBSURFACE
INVESTIGATION TO DETERMINE THE CONSTRUCTABILITYw
THESE PLANS. �, � ' p4, c, vi, 1 IgI`6 M�a�
.2. WETLAND IMPACTS HAVE NOT BEEN ADDRESSED BY 9 U
HOBBS -UPCHURCH & ASSOCIATES. A WETLAND SURVEY
SHOULD -BE COMPLETED PRIOR TO CONSTRUCTION TO
DETERMINE THE IMPACTS IF ANY, TO JURISDICTIONAL
\a WATERS..
PROPOSED PROPERTY
\ BOUNDARY yQjE;
ALL PROPOSED INLET STRUCTURES SHALL BE PROVIDED
\ I WITH. INLET PROTECTION AS SHOWN ON THE ATTACHED
DETAILS.
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DRAINAGE AREA
DELINEATION (TYP.)
LEGEND.
TEMP. BENCHMARK
® PRECAST YARD INLET
/ RCP FLARED END SECTION &
RIPRAP DISSIPATOR
PROPOSED SWALE
AT 1.0% GRADE
NOTE: SWALE SHALL BE LINED
WITH EXCELSIOR MATTING AND
SEEDED THOROUGHLY TO
PROVIDE A DENSE VEGETATIVE
COVER.
30
GRAPHIC SCALE
15 30 w
( IN FEET )
1 inch = 30 ft
JAN 2 6 2007
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PROJ #
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DATE:
JAN. 2006
DESIGNED:
JST
DRAWN:
HMW3
CHECKED:
JST
Ste:
AS SHOWN
SHEET NO.
4
10
OF:
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REVISIONS
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VARIES TO SUIT FIELD
CONDITIONS
VARIES TO SUIT
SERVICES
DITCH BANK
SEWER
MAIN
R"
8"
MANHOLE RING
AND COVER
6x6 NO. 6 SINGLE MAT
REINF. IN CENTER THIRD
OF WALL & IN TONGUE
& GROOVE
TAPPERED
LIFTING
HOLE
RUBBER BOOT
W/CLAMP
GROUT
6" STONE BASE
6x6 NO. 6
W.W. MESH
PRECAST MANHOLE DETAIL
N.T.S.
NOTES:
1. CONCRETE 4,000 PSI MIN.)
REINF. IN ADJUSTABLE RINGS
TO MEET ASTM. C-478-72
WIRE MESH-ASTM. A-1 85-69.
2. FLAT -TOP MANHOLE TO
BE USED WHERE REQUIRED
BY GRADE.
3. MANHOLES SHALL BE COAL
TAR EPDXIED AT ALL FORCE
MAIN DISCHARGE LOCATIONS.
CLEANOUT PLUG THREADED
PVC CAP
FINISHED GRADE -- x
/DITCH BANK
TERMINATE SERVICES
AT PROPERTY LINE
OR LOCATION GIVEN
BY ENGINEER
SERVICE PIPE LENGTH (AS REQUIRED)
UNDISTURBED
EARTH
OR TEE
AS REQUIRED
Af
2'-1 Yz
1'-1N
1'-11 Y2
SECTION A -A
TOP OF COVER
Al
J
BOTTOM OF COVER
MANHOLE RING & COVER DETAIL
N.T.S.
w
2'X2'X6" POURED
IN PLACE COLLAR
OR CONCRETE
DONUT
i�
4" 45' BEND
PIPE WIDTH +
PIPE
4"x4"x4" Wye I ZONE C\ PIPE
PVC CAP
4" PVC SANITARY SEWER
NOTE:
SERVICE SHALL BE 4" PVC
SCHEDULE 40 PIPE
SEWER SERVICE CONNECTION
WITH CLEANOUT DETAIL
N.T.S.
TRENCH DETAIL
N.T.S.
NT
MANHOLE
FINAL
BACKFILL
NOTE:
1. BEDDING SHALL BE SMOOTH TRENCH BOTTOM, OR COMPACTED
LOOSE FILL MATERIAL AS REQUIRED TO PROVIDE A FIRM,
STABLE AND UNIFORM SUPPORT FOR THE FULL LENGTH OF PIPE.
2. PVC SDR 35 SHALL BE BEDDED WITH STONE TO THE SPRINGLINE
OF THE PIPE AT ALL TIMES. STONE BEDDING SHALL CONTINUE TO
TOP OF PIPE IN WET OR UNSUITABLE CONDINTIONS.
3. DUCTILE IRON PIPE SHALL BE BEDDED AND HAUNCHED WITH
CLASS I, II, III OR IV MATERIALS. STONE SHALL BE USED
FOR BEDDING AND HAUNCHING IN WET AND UNSUUTABLE
CONDITIONS.
4. DEFLECTION TESTING WILL BE REQUIRED FOR ALL PIPE.
UNDISTURBED EARTH
UNDISTURBED L...,.,
ELEVATION
NOTE: THRUST BLOCKS SHALL BE CONSTRUCTED OF 2000 P.S.I. CONCRETE
TABLE "A" DIMENSIONS (IN FEET)
PIPE SIZE (NOM. DIA. IN INCHES
BEND
2
4
6
8
10
12
16
18
20
906
1.5
1.9
2.8
3.8
4.7
5.9
7.5
8.5
9.4
45'
1.0
1.4
2.1
2.8
3.5
4.3
5.5
6.2
6.9
22-1T20
0.8
1.0
1.5
2.0
2.5
3.1
4.0
4.5
4.9
11 - 1
0.8
1.0
1.1
1.5
1.8
2.2
2.2
3.2
3.6
THRUST BLOCK DETAIL FOR BENDS
N.T.S.
UNDISTURBED EARTH
UNU151 umitu EARTH
PLAN
NOTE: THRUST BLOCK SIZE DETERMINED BY SMALLEST DIA. OF TEE
DIM.
PIPE SIZE INCHES
(IN FEET)
2
1 4
1 6
1 8
1 10
1 12
1 14
1 16
1 18
20
A
1.6
1 1.9
2.8
3.8
4.7
5.9
1 6.6
1 7.5
1 8.5
9.4
THRUST BLOCK DETAIL FOR TEES
N.T.S.
NOTE:
THE CONTRACTOR SHALL USE
UNI-FLANGE CONSTRUCTION
IN ADDITION TO CONCRETE
THRUST BLOCKING AS SHOWN.
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DUE: JAN, 2006
DESIGNED: BGL
MAWN: HMW3
CMMKED: BGL
SCAM AS SHOWN
SHEET NO.
5
OF: 10

•
•
FIRE HYDRANT TO BE
MUELLER OR APPROVED
EQUAL
CONCRETE THRUST BLOCK
SEE DETAIL
W
TAPS SHALL BE 1" MIN.
REDUCED TO 5/8" OR 3/4
SVC. AS NOTED BY OWNER
STEAMER NOZZLE TO FACE
AWAY FROM FENCE
18" MIN.
3/4" THREADED ROD
(2 REQUIRED)
0
0
Z_
A
j
6" DUCTILE IRON PIPE
LENGHT TO BE DETERMINED
IN THE FIELD
FIRE HYDRANT AND VALVE DETAII
6" THICK ABC BASE COURSE
(100% COMPACTED)
f- 2" S-9.5B
j :.
COMPACTED SUBGRADE
LIGHT DUTY
ASPHALT PAVEMENT SECTION
NOT TO SCALE
LOCK WING
ANGLE VALVE
CORPORATION STOP
GATE VALVE
& VALVE BOX
METER BOX
(CONCRETE, CAST
IRON OR PLASTIC)
J DUAL CHECK VALVE
I' BACKFLOW PREVENTION
1100
i
UNDISTURBED
SADDLE SOIL
TYPICAL SERVICE CONNECTION DETAIL
N.T.S.
PROVIDE TURF BOX
AT EACH VALVE
I SERVICE VALVE TYPICAL
/"j EACH SIDE OF METER BOX
% "0 2" COPPER METER YOKE
MUELLER H-14033 OR EQUAL
2'X2'X6" POURED
IN PLACE COLLAR
OR CONCRETE
DONUT
REVISIONS
VALVE BOX SHALL BE
CENTERED OVER VALVE
GATE VALVE CAP SHALL
READ "SEWER" FOR FORCE
MAIN VALVES AND "WATER"
FOR WATER MAIN VALVES
c
N
CAST IRON
VALVE BOX
VALVE
GATE VALVE AND VALVE BOX
N.T.S.
12" 12"
12" —
MAXIMUM
RESERVED P NA o ACCESSIBLE
VAN
PARKING
$,o R7-8D
VAN ACCESSIBLE
SIGN (AS REQUIRED)
II SIGN
R7-8
R7-8
SIGN
SIGN APPROVED FOR USE R7-8D
UNDER GENERAL STATUTE 2.037.6
LEGEND AND BORDER - GREEN 6" DIA. STEEL
WHITE SYMBOL ON BLUE BACKGROUND TUBE FILLED 5'-0" - CONDITION 1
BACKGROUND - WHITE WITH CONCRETE 7'-0" - CONDITION 2
hl I
cV
NOTE:
CONSTRUCTION AND INSTALLATION OF SIGN '� .i: o FINISHED
R7-8 AND R7-8D AND POST SHALL COMPLY i=ril 1 GRADE
WITH GENERAL STATUE 20-37.6.
CONDITION 1 - PEDESTRIAN PATH DOES NOT PASS UNDER OR AROUND SIGN
CONDITION 2 - PEDESTRIAN PATH GOES BY, UNDER OR AROUND SIGN
HANDICAP PARKING SIGN DETAIL
NOT TO SCALE
i-4" WIDE WHITE PAVEMENT /� HANDICAP PARKING SIGN -
MARKINGS (TYP.) / PLANS
(TEP) SITE LAYOUT
9' TYPICAL
8' HANDICAP
I 8' HANDICAP
8' VAN
15' CAR
5LACE VAN 5PACE 5TKIPING 5PA(;t STRIPING
PARKING SPACE LAYOUT DETAIL
NOT TO SCALE
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DATE: JAN., 2006
DESIGNED: JST
DRAWN: HMW3
CHECKED: JST
SCAM' AS SHOWN
a
0
OR 10

REVISIONS
SYM.
DESCRIPTION DATE BY
0 ��?per'• �•M.dv�y?.
00
00
U
0
DEWATERING
CONCRETE BLOCK
A A
""'+r,rr,r,r,r````
°b 0 ®WW,M1®
.-.
00
AS AS
PIPE DIA.
Q E2
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_ _
REQUIRE REQUIRED
AS REQUIRED
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CONSTRUCTION SPECIFICATIONS
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1.
LAY ONE BLOCK ON EACH SIDE OF THE STRUCTURE
ON ITS SIDE IN THE BOTTOM ROW TO ALLOW POOL
DRAINAGE. THE FOUNDATION SHOULD BE EXCAVATED
AT 2 INCHES BELOW THE CREST OF THE STORM
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o
Lfl�pow
�—
SAS REQUIRED
U x
LEAST
DRAIN. PLACE THE BOTTOM ROW OF BLOCKS AGAINST
/
n
THE EDGE OF THE STORM DRAIN FOR LATERAL SUPPORT
FLOW
N
AND TO AVOID WASHOUTS WHEN OVERFLOW OCCURS.
2:1
SLOPE, GRAVEL FILTER
-
TYPICAL CONC. /
� ui N
c
IF NEEDED, GIVE LATERAL SUPPORT TO SUBSEQUENT
IIIIII
FLARED END
•L
ROWS BY PLACING 2 X 4 WOOD STUDS THROUGH
BLOCK OPENINGS.
--III--111-11
11
SECTION /�
C.) •� o
WIRE SCREEN
IIIII
1111 � 11 � 1III,1I1� I I 111 111 111
2.
CAREFULLY FIT HARDWARE CLOTH OR COMPARABLE
ALL
TEMPORARY SEDIMENT
11=
ISOMETRIC
VIEW
= Lam, �
o
Z3
WIRE MESH WITH 1/2-INCH OPENINGS OVER
BLOCK OPENINGS TO HOLD GRAVEL IN PLACE.
POOL
DEWATERING
36
SECTION A —A
a
c
y -,_.. N a
3.
USE CLEAN GRAVEL, 3/4- TO 1/2-INCH IN
I
-- T
FILTER
BLANKET
.Q vZ3i o
DIAMETER, PLACED 2 INCHES BELOW THE TOP
1' MIN.
^
- 16
O O
OF THE BLOCK ON A 2:1 SLOPE OR FLATTER AND
0 o
2' MAX. 00
v
SMOOTH IT TO AN EVEN GRADE. DOT /j57 WASHED
STONE IS RECOMMENDED.
PRECAST FLARED END SECTION
(FES)
_ us
-,
1 1-1 -III=1
1-1 -I
1 II
1-=
N.T.S.
I11
�ih�����I
SEDIMENT
-III=
BLOCK
AND GRAVEL DROP INLET
PROTECTION
NOTE: TOTAL WEIGHT
N.T.S.
FRAME GRATE & HOOD
43 3/16"
510 LBS.
24" 6"
T
J
n
F-
NOTE:
��1l(�l�tJ��
w
1. EITHER SOLID BRICK, SOLID BLOCK OR
J-
0
PRECAST CONCRETE MAY BE USED.
CROSS SECTION OF
FRAME, GRATE, AND HOOD
2. STANDARD STEPS REQUIRED @ 16" O.C.
-- 36"
D
WHERE DEPTH EXCEEDS 3'.
O
3. USE MIN. 4000 P.S.I. CONIC. MIX.
NOTE: NCDOT
STD #840.03C WITH TYPE
W
"E, F AND G"
GRATES AS APPROPRIATE
Z
�43" MIN.�
4. INSIDE DIMENSION FOR 24" PIPE
AND GREATER USE PIPE DIA. PLUS 12".
BACKFILL TO TOP OF
Q
J
5. WHERE DEPTH EXCEEDS 3' MANHOLE
CURB, GRADE SMOOTH-
-J
STD. MANHOLE RING AND
RING AND COVER TO BE LOCATED
SEED AND MULCH
� 18" x 36" FRAME
uj
COVER
(SEPARATE DETAIL)
OVER STEPS.
AND GRATE W/HOOD
U
MAY BE CAST IN SLAB OR
0 SECURED TO TOP OVER STEPS
TC EL.
CC
G
RIM EL.
PAVEMENT
43" MIN
O
— — _ —
a
I II
III —II I IIIII I MI I I --
IIIII I IIIII I II
REINFORCED CONCRETE DESIGN
TO CONFORM TO THE
=III=I I (=III=I I MI I M I I=I I I
REQUIREMENTS OF ASTM C890
SPECIFICATIONS FOR=I
_
I—III—III=III—III=III=
NOTE:
"STRUCTURAL DESIGN LOADING
FOR WATER AND
I III
1'.
4 WASTEWATER STRUCTURES" AND
SHALL UTILIZE GRADE 60
-II -III -III ..III -III -II
RE —BARS CONFORMING TO THE
REQUIREMENTS OF ASTM
A615 OR WWF CONFORMING TO
THE REQUIREMENTS OF
ASTM A185 OR BOTH. DESIGN
FOR H-20-44 LOADING.
CONCRETE SLAB
ALL STEPS IN MANHOLE
SHALL BE POLYPROPYLENE
2'-2"
PLASTIC, REINFORCED WITH
� Q
112" GRADE 60 REINFORCEMENT.
MANHOLE STEPS @ 16" O.C.
U J
— O
I
IF DEPTH IS MORE THAN 3'.
i
8++
5,. MIN.
e
Q
a
a 1
COURSE
VARIES
�
w
-1 0 U
8" MASONRY WALLS
(n
35" MIN.
CONCRETE
_
HL
BORXPRECAST
J Z
OPENING
STORM DRAIN LINE
>—> 0
W >
Z
35 MIN.
1 COURSE
= O
p
VARIABLE
RECEIVED
o � j
5:1 MAX.
W 0
O
STANDARD STEPS -----'PIPE
BAN 2 6 2007
V w
16 O.C. 4"
4"
--GROUTED INVERT
n
Z
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6" MIN "
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—g'—
i l 1=1 I FEIII—I I I —I I I —I I —III
I I —I I I —I I l—1 I I-
P L A N
=1 11=1 11=1 11=l 11=1 11=1 11=1 I
I I I-1 11=1 11=1 l I-1
6" CONCRETE PAD W/
DATE: JAN, 2006
3000 PSI
CONCRETE
COMPACTED SUBGRADE
#4 REBAR @ 12" O.C.E.W.
DESIGNED: JST
SECTION
"
� t
r
DRAWN: HMW3
`�,
�1
- is
NOTE: NCDOT STD. #840.01
#840.02 MASONRY
CHECKED: JIST
. -:
a�•'r
t
.,.
OR CONCRETE INLET BOXES.
scnLe AS SHOWN
SHEET No.
N.T.S. �.
'"
`p
CURB INLET DETAIL
7
€'
N.T.S.
OF: 10

•
DOWNSTREAM "UP" MUST BE LEVEL.
THE ENTIRE LENGTH OF SPREADER,
SPREADER UP MUST BE 1' MINIMUM. FLOW
SEE PLANS FOR ELEVATION.",&
2-r SURGE STOGEO-TEXTILE FABEXTEND A MINIMUONE FOOT PAST
GRASS LINED CHANNEL 1 FOOT DEEP, 1 FOOT WIDE. SEE
PLANS FOR LENGTH AND ELEVATION.
KOM EROSION CONTROL NETTING TO BE INSERTED AND
SECURED IN GRASS LINED CHANNEL.
RIP RAP
MAINTENANCE
INSPECT THE LEVEL. SPREADER AFTER EVERY RAINFALL UNTIL VEGETATION IS ESTABLISHED
AND PROPERLY MAKE ANY NEEDED REPAIRS. AFTER THE AREA HAS BEEN STABILIZED.
MAKE PERIODIC INSPECTIONS AND KEEP VEGETATION IN A HEALTHY, VIGOROUS CONDITION.
NOTE:
STRUCTURAL STONE SHALL
BE CLASS "A" STONE AND
SHALL BE PAID FOR AT THE
CONTRACT UNIT PRICE PER
TON 'STONE FOR EROSION
CONTROL CLASS "A"'.
SEDIMENT CONTROL STONE
SHALL BE NO. 5 OR NO. 57
STONE AND SHALL BE PAID
FOR AT THE CONTRACT UNIT
PRICE PER TON "SEDIMENT
CONTROL STONE".
TOP OF BERM SHALL BE A
MINIMUM OF ONE FOOT
BELOW THE SHOULDER OR
DIVERSION POINT.
DIVERSION POINT
A
SEDIMENT CONTINWI_ �lwlyt­
RIP RAP OUTLET PROTECTION
AND ENERGY DISSIPATION.
SEE PLANS FOR DETAILS
FLARED END SECTION
NOTE:
LEVEL SPREADER DESIGN WILL BE BASED ON
CURRENT DIVISION OF WATER QUALITY DESIGN
GUIDELINES.
PLAN
STRUCTURAL STONE
12" MIN. "
18"
12 MIN.
12" MIN.
�
SEDIMENT CONTROL STONE­—/
7'-6" MIN.
SECTION A -A
HORSESHOE PROTECTION DETAIL
N.T:S.
PIPE
A
)W
TURAL STONE
'—ROADWAY SHOULDER
FLOW
CLASS "B" RIPRAP
12" LAYER #57 STONE ON FACE
L x W �(V,-r/,
N /v
A
DESIGN
SETTLED TOP
REVISIONS
5'-0" MIN. SYM. DESCRIPTION DATE BY
F O
ao �
cl
w c
12 Q
JVELOCITY VARIES
(SEESCHEDULE)
CROSS SECTION
A �� I
00
� �I
FILTER FABRIC
EXCAVATED
GROUND
2:1 SIDE
SLOPE MAX.
WEIR L
I D
F' B
STONE SECTION
/ C
FILTER FABRIC
OVERFILL 6"
FOR SETTLEMENT
EMERGENCY BY-PASS
1�� 6" BELOW SETTLED
TOP OF DAM
1:1 SIDE SLOPE IN
NATURAL GROUND
TEMPORARY SEDIMENT TRAP DETAIL
1L
4
PROPOSED
FILL SLOPE
3
MAX. 1
L.
EXISTING
SWALE GROUND
DEPTH
SEED & MULCH GRASS SWALE
PROPOSED
FILL SLOPE
EXCELSIOR MAT 2'
OVERLAP AT SEAMS
STAPLES 2' O.C.
BOTH DIRECTIONS
FLON
3
MAX. 1
SWALE
DEPTH /
LIMIT OF LINING
DEPTH
EXCELSIOR MAT GRASS SWALE
(SHALL BE USED IN ALL SWALE CROSSINGS)
RAgF OF nITrH
ELEVATION VIEW
TEMPORARY ROCK SILT CHECK DETAIL
N.T.S.
NOTES:
USE CLASS "B" STONE FOR STRUCTURAL STONE FOR
EROSION CONTROL AND PAY FOR AT THE CONTRACT
UNIT PRICE PER TON 'STONE FOR EROSION CONTROL
CLASS "B".
PROPOSED
FILL SLOPE
RCP PIPE
AT 1
W�1
3
�!MAX-j 1
FILTER FABRIC TO
BE INSTALLED UNDER
ALL RIP -RAP
RIPRAP VELOCITY DISSIPATOR
N.T.S.
FILTER III'
FABRIC
RIP -RAP LINED SWALE
LINING TYPES
S&M: SEED AND MULCH
EM: EXCELSIOR MATTING
RR: RIPRAP
SWALE
DEPTH /
LIMIT OF LINING
DEPTH
PERMANENT DIVERSION DETAIL
N.T.S.
NOTE: PREPARE, SEED AND INSTALL TEMPORARY LINING
ON DISTURBED AREA OF DITCH.
CROSS SECTION
VEE DITCH
CROSS SECTION
TRAPEZOIDAL DITCH
ATURAL GROUND
TURAL GROUND
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DATE: JAN. 2006
DESIGNED: JST
DRAWN: HMW3
CHECKED: JST
SCALE: AS SHOWN
P •. j I 6
61

REVISIONS
COMPACTED
SUBGRADE
6"x6" WELDED
WIRE MESH
40' INTERVALS
CONCRETE SIDEWALK DETAIL
NOT TO SCALE
COMPACTED BACKFILL
18" CONCRETE
CURB & GUTTER
CONCRETE
3 & GUTTER
ASPHALT EXPANSION JOINT MATERIAL
1 /2" WIDE AND FILL FROM BOTTOM
OF CONCRETE TO WITHIN 1/8" TO
1/4-- BELOW TOP OF CONCRETE
EXPANSION JOINT
HANDICAP RAMP DETAIL
NOT TO SCALE
STANDARD STRENGTH FABRIC
SUPPORTED WITH WIRE
MESH WITH POSTS 8' O.C.
-OR-
EXTRA STRENGTH FABRIC
WITH POSTS 6' O.C.
NOTE:
USE ONLY STEEL POSTS.
NO WOODEN POSTS ALLOWED.
POSTS OF
1.33 #/FT STEEL
�" -'•��iiii►iiiiiiiiiiii"
\�II\._ w3 llilllV�
EXTEND FABRIC AND
WIRE INTO TRENCH
SILT FENCE DETAIL
N.T.S.
NOTES:
1. REMOVE ANY SEDIMENT GREATER
THAN 12" DEEP. REPAIR ANY
UNDERMINING IMMEDIATELY.
z
CULVERT AS
REQUIRED
SI
NOTES: APPLICABLE AT ALL POINTS OF
INGRESS & EGRESS UNTIL SITE IS
STABILIZED, FREQUENT CHECKS OF COASTAL PLAIN (2CP)
J THE DEVICE AND TIMELY PERMANENT SEEDING SCHEDULE
J MAINTENANCE MUST BE PROVIDED.
So Mi
"v PERMANENT SEEDING MIXTURE/W NURSE CROP
SPECIES RATE (LB./ACRE) POSSIBLE DATES:
COARSE AGGREGATE
2-3"
CONSTRUCTION ENTRANCE NOTES:
a. GRAVEL PAD TO BE 15'x 50' AND 6" THICK MINIMUM
b. TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS IS TO BE
PROVIDED.
C. ENTRANCE(S) SHOULD BE LOCATED TO
PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES.
d. MUST BE MAINTAINED IN A CONDITION
WHICH WILL PREVENT TRACKING OR
DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE
WILL BE NECESSARY; KEEP SOME HANDY.
e. ANY MATERIAL WHICH STILL MAKES IT
ONTO THE ROAD MUST BE CLEANED UP
IMMEDIATELY.
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
FLOW
SEDIMENT[
CONTROL
STONE
2
1'
1'-6"
MIN.
STRUCTURAL
STONE
CROSS SECTION
2'-O"--1
FRONT VIEW
STONE OUTLET DETAIL
N.T.S.
NOTE:
1- STRUCTURAL STONE SHALL BE
CLASS "A" STONE FOR EROSION
CONTROL PURPOSES. SEDIMENT
CONTROL STONE SHALL BE
#5 OR #57 STONE.
2.OUTLETS TO BE PLACED AT
LOW POINTS ALONG SILT FENCE.
TALL FESCUE 200
RYE (GRAIN) 25
TEMPORARY SEEDING SCHEDULE
SEPT 1 - OCT 31
-OR-
FEB 15 - APR 30
SPECIES RATE (LB./ACRE) DATE
GERMAN MILLET 40 APR 15 - AUG 15
-OR-
RYE (GRAIN) 120 AUG 15 - APR 15
NOTE: TEMPORARY SEED MIX SHALL BE USED FOR ALL AREAS EXPOSED GREATER THAN ONE WEEK
AND SUBJECT TO FURTHER DISTURBANCE. PERMANENT SEED MIX SHALL BE CHECKED FOR
ADEQUACY ON JULY 15.
SPECIES
COMMON BERMUDAGRASS
SOIL AMENDMENTS
SWALE SEEDING MIXTURE
RATE (LB/1000 SF) DATE
2 APR - JUL
LLED TO 6" DEPTH PRIOR TO SEEDING
APPLY AGRICULTURAL LIMESTONE - 1.5 TONS/ACRE
APPLY FERTILIZER AT A RATE OF 40 LB/ACRE NITROGEN IN JAN/FEB, SEPT, AND NOVEMBER
FROM A (12-4-8) TURF FERTILIZER
MULCH
MULCH - 2 TO 2 1/2 TONS/ACRE - SMALL GRAIN STRAW OR EQUIVALENT COVER.
ANCHOR - ASPHALT EMULSION CN SLOPES. ® 430 GAL./ACRE (TYPE R.S.)
MULCH ANCHORIN32 TOOL SHALL BE USED ON ALL OTHER AREAS.
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY
ADEQUATE. MOW TO 3" HT. WHEII AVERAGE HT. OF GRASS BECOMES 5".
RESEED, APPLY SOIL AMENDMENTS AND MULCH DAMAGED OR DEAD AREAS
IMMEDIATELY.
SHEET FLOWFROM PARKING
LOT.
INFILTRATION A X W OVERFLOW WEIR
AT ELEV.
103.0, LINED WITH
NOT TO SCALE RIPRAP FROM TOE TO TOE
MINIMUM 3:1
SIDE SLOPES
ON ALL SIDES
• BOTTOM ELB. 102.0' 10'
CONSTRUCT IMPERMEABLE
BERM AS NECESSARY TO
PREVENT OFFSITE FLOW
INTO THE BASIN. -
LAN I i 3'
INLTRATION BASIN TO BE
SUDED WITH WITH THICK
AETATION SUITABLE FOR
H)OLOGY OF BASIN
OUTLET CHANNEL
AS SHOWN ON PLANS
Now -
SHEET FLOW FROM PARKING
LOT.
I!
3 102.0' 1
CONCRETE
WHEELSTOPS
(TYP.)
HIVE PERMEABLE SOILS \ AT LEAST 3' TO
SEASONALLY HIGH
CROSS SECTION A -A WATER TABLE
(EST. ELEV. 90.0')
INFILRATION BASIN DETAIL
N.T.S.
Ix
N
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i.r c �
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J
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= w
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DATE JAN, 2005
DESIGNED: JST
DRAWN: HMW3
CHECKED: JST
SCALE AS SHOWN
0
3>
0
OF:
10

1
OUTLET
OWfftOW. YARD
I NL`ET ,(,TY P . )
SHEETFLOW
`V W IV W L NY W W Nk W lk * Y, %k W lY V, %l, *
�Y J, �U 41J, N, J, J, J, W �L W Nk �L 14, lk11, %11 Y, %t
W '41 J, W �Y �Y W W V, IVW W NI,W W
%k %k IV 14,�Y �l, %l, J, �l, J, Il, Nk
N, Y, J, �l, mil, mil, W �1, 14,W �L �L %V W lk �L �Y IVY, IV
J, IV 14,J, lk lk J, Y, V, NY J, J, IV J, IV 41lkJ, Y, W %1, 4,
14, IV Y, lk J, W W W W 1p W IV IV IV 14, W J, �Y W Y, W Y,
lk �Y �Y 41W J, J, 41 W V, NY IV J, IV 41 14, V, 41
J, H, IV IV Nl, lY IV %Y Y, J,
W 41 41
ASSORTED PLANTINGS FROM
APPROVED LIST (TYP.)
3" PONDIlNG
10*— SOIL
(TYP.)
TYPICAL SECTION
N.T.S.
Mul
1
2"-3" MULCH
T
J
PLAN VIEW
N.T.S.
BIORETENTION AREA
N.T.S.
REVISIONS
SYM. DESCRIPTION DATE BY :
Q)?�;
U =ail V) C9 j V
el
APPROVED PLANT LIST: Q
c
—THE PROPOSED PLANTINGS IN THE BIORETENTION AREA SHALL CONSISTS M
w O op
OF AN ASSORTED MIXTURE OF THE FOLLOWING: M
•cc o N o N
SCIENTIFIC NAME COMMON NAME V
ITEA VIRGINICA VIRGINIA SWEETSPIRE O .c
CALLICARPA AMERICANA AMERICAN BEAUTYBERRY h _6N
ARONIA ARBUTIFOLIA RED CHOKEBERRY
EUONYMUS AMERICANUS STRAWBERRY BUSH cl
ACER RUBRUM RED MAPLE (TREE) o
= Cn Z
—SUBSTITUTE PLANTS MAY BE ALLOWED ON A CASE BY CASE i ate,
BY CASE BASIS AND SHALL BE APPROVED BY THE ENGINEER = o
BEFORE PURCHASING. Vcn
GRA*S FILTER —A SPECIFIC PLANTING PLAN SHALL BE PROVIDED BY THE _ Cc
m
PI'YP- CONTRACTOR TO THE ENGINEER FOR APPROVAL BEFORE BEGINNINGco
y c�
PLANTING. -Q 3 0
c o
iE CONTRACTOR SHALL PROVIDE SIX = v
(6) OF EACH OF THE ABOVE TREES/SHRUBS.
7_
TDi't_
u,C1]lm
,
i 3 ° A Cv r
N.T.S.
I I N JI I V JVIL
(TYP.)
RECEIVED
PROJ #
JAN 2 6 2007
DWQ
vi
Ill Z
U
Of w Q
W O CU
J z
Q � O
w Z
2 w
O
ry
O z
w O O
U w
2 w
U m
DATE
JAN, 2005
DESIGNED:
JST
DRAWN:
HMW3
CHECKED:
JST
SCALE
AS SHOWN
SHEET NO
W
DE 10