SW8040805_APPROVED PLANS_20040826

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�!'����
DOC TYPE
❑ CURRENT PERMIT
`APPROVED PLANS
4
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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O HOR GRID NpRTH N \ \ \ \ \ \• ; / i
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POND PROFILE ARROWHEAD/DUCK POTATO
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NCY OVERFLOW SECTIONS
EMERGE
SCALE. N.T.S.
PERCENTAGES OF POOL VOLUMES PERCENTAGES OF POOL SA PERMANENT POND
PERMANENT POOL ELEV. 9.0
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SA = 5,753 SF \ Q�pFESSIpygl�q'%
BOT. ELEV. = 5.0
TEMPORARY POOL' ELEV. 10.31 \ $ E A L
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SA = 5,974 SF \
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TEMPORARY
PERMANENT
TOTAL
POOL
POOL
POOL
VOLUME
VOLUME
VOLUME
CF
CF
CF
DETENTION POND
7,277
9,423
16 700
FOREBAY No. 1
1,719
2 329
4 049
TOTAL
8,996
11,752
20,748
TOTAL FOREBAY
1,719
2,329
4 049
PERCENT FOREBAY
19.11%
19.829G
19.51R
TEMPORARY
PERMANENT
POOL
POOL
VOLUME
VOLUME
SF
SF
DETENTION POND
5,974
5,153
FOREBAY No. 1
1,469
1,147
TOTAL
7,444
6,300
TOTAL FOREBAY
1,469
1,147
PERCENT FOREBAY
19.74%
18.21%

SECTION ONE
SANDY HILLS SUBDIVISION
30 0 30 60
scale feet
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scxE AS SHOWN
F 5357
�+ 8/19/04
SHEET NUMBER:
C7
OF

STONE PAD AT SITE EXITS TO REMOVE MUD FROM TIRES
1.) STONE SHALL BE 2" TO 4" WASHED STONE (6" THICK)
2.) THE ENTRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS —OF —WAY. THIS MAY
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE AND
REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP
SEDIMENT.
3.) WHEN NECESSARY WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT
PRIOR TO ENTRANCE ONTO PUBLIC RIGHT—OF—WAY. WASHING SHALL BE STANDARD NC DOT SIGN —
DONE ON AN AREA STABLIZED WITH CRUSHED STONE WHICH DRAINS #R7-8A SEE ENLARGEMENT
INTO AN APPROVED SEDIMENT CONTROLLING STRUCTURE. USE SAND
BAGS, GRAVEL., BOARDS OR OTHER APPROVED METHODS TO PREVENT
SEDIMENT FROM ENTERING ANY STORM DRAIN, DITCH, OR WATER—
COURSE.
4.) ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO
PUBLIC RIGHTS —OF —WAY MUST BE REMOVED IMMEDIATELY.
2 1 /2" • GALV.
STEEL POST
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
C01
10" 0 CONC.
DETAIL -SPLIT RAIL FENCE
SCALE: 1 /2" = 1'-0"
VRMYLL
DETAIL -PLASTIC PICKET FENCE
SCALE: 1 /2" = 1'-0"
2'X4" FRAME TYPICAL
FILTER FABRIC
BURY FABRIC 12" MIN.
1
§4a1�
DROP
V
TYPICAL FABRIC FRAME
SILT FENCE DETAIL AT INLETS
NOT TO SCALE
STANDARD NC DOT SIGN
#R7-8 SEE ENLARGEMENT AT RIGHT
CATCH BASIN --
SECTION A
12"
RESERVED
PARKING
60" IF MTD ON BLDG OR °O
POST BEHIND SIDEWALK WHITE SYMBOL ON
BLUE BACKGROUND
84" MIN IF PEDESTRIAN BACKGROUND — WHITE
PATH FROM CAR TO LEGEND do BORDER — GREEN
WALK PASSES BY OR
UNDER THE SIGN
MAXIMUM
PENALTY
$250
LEGEND AND BORDER — GREEN
I BACKGROUND — WHITE
I 12"
T
HANDICAPPED PARKING SIGN & POST
NOT TO SCALE
GRADE
63RADE
MANHOLE
BOTTOM PLAN
SEWER GUARD INSERT
OLE OPENING FOR
ITRIC M. H. UNITS
STANDARD RING do COVER
,� MINIMUM WEIGHTS:
FRAME: 208 LBS
COVER: 120 LBS.
r PAVING RINGS:
1-1/2" MIN. WEIGHT — 42 lb&
2' MIN. WEIGHT = 53 lbs.
REINFORCED PRECAST RISER RING
(4" MINIMUM )
PRECAST M.H. UNITS
/� WITH CAST
IN STEPS AT 12" D.C..
MANHOLE STEPS O 12" O.C..
SEALANT ON ALL JOINTS
GROUT LIFTING HOLES
__----RUBBER BOOT WITH
STAINLESS STEEL BAND.
'= CARRIER PIPE INFLOW.
STANDARD MANHOLE DETAIL
NOT TO SCALE
MANHOLES TO CONFORM TO ASTM C478, JOINT
SURFACE TO CONFORM TO ASTM C76, SEALANT TO
CONFORM TO SS—S-210A, CONNECTORS TO CONFORM
TO ASTM C923, CONCRETE TO CONFORM TO ASTM
C47B, STEPS TO CONFORM TO ASTM C497.
NOTE: IF LATERAL SERVICE COVER IS LESS THAN 3'—O"
FOR ANY REASON, THE SERVICE PIPE WILL BE DUCTILE IRON PIPE
ALSO. PIPES WITH LESS THAN 2 FEET OF COVER
WILL BE DUCTILE IRON PIPE
9'-0"
4" WIDE PAINT STRIPS
WHITE 2 UNIFORM
COATS, APPLY TO
4
CLEAN, DRY BITUM
CONC. SURFACE
COMPLETELY CONCEAUN
f
THE PAVEMENT.
• a
PAINT TO CONFORM
TO FEDERAL SPEC.
TT—P-115—E.
f
l
PAINT STRIPE DETAIL
NOT TO SCALE
VARIFR%_WF PI AN
r :►
R CLOTH
NC DOT
..ASS B
5" RANGE)
RIP RAP DETAIL - OUTLET TO
DITCH
6" CURB &GUTTER
MIN. 12-1/2 GA.
INTERMEDIATE
WIRES a
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INDICATED ON PLAN AS
STEEL POST
WIRE FENCE
FILTER MEDIA EXXON
GTF 100E OR APPRO
EQUAL
Z F !6
s
BACKFlLL do COMPACT
8" TRENCH AFTER
PLACING FABRIC
NOTES: 1.) WIRE FENCE SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12"
STAY SPACING.
2.) FILTER FABRIC SHALL MEET OR EXCEED 150 LBS. GRAB
TENSILE (ASTM—D-1682). 180 PSI. BURST (ASTM—D-2263)
AND 70 ON COE E.O.S. TEST.
3.) STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE
SELF —FASTENER TYPE.
4.) STEEL POSTS FOR SILT FENCE SHALL BE NO HIDER THAN
8' APART O.C. WITH WIRE BACKING.
5.) CONTRACTOR TO FIELD LOCATE AS NECESSARY TO CONTROL
SURFACE EROSION.
DETAIL TEMPORARY SILT FENCE
Nor M SCALE
TLET - RISER
0 SCALE
INSTALL j"x !" WIRE FABRIC
OVER OUTLET PIPE
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• 11270 '
ID E . CR�S% 10,
DESKNM BY: DEC
DRAM ". OJA
ouAurr ookyRou DEC
SCE: AS SHOWN
RLE Nl MaM 5357
DAM 8/19/04
SHEET NUMBER:
C8
OF 9
• I'
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BLOCKING DIMENSIONS
PIPE SIZE
0
UP TO 10"
4' - 0"
2' - 6"
1' -- 6"
12"TO16"
5'-O"
4'-p"
2'-ON
18"TO24"
8'-0"
6'-O"
3'-O'
�— UNDISTURBED SOIL GRADE
: III BACKFILL III=!
A=
CONC. BLOCKING I II I I I I II I-
.- - C � •' II II .:- III) f1#I
III —I I —' i t I I=11=
UNDISTURBED
SOIL
PLAN —BEND SECTION —_ PLUG
SEE SECTION FOR DEPTH B SEE PLAN FOR LENGTH A
NOTES:
1. 2500 P.S.I. CONC.
2. REMOVE LOOSE EARTH AND POUR AGAINST UNDISTURBED SOIL
3. BACKFILL TO EXISTING/FINISH GRADE AFTER CONCRETE GRADE
HAS CURED FOR 24 HOURS.
A UNDISTURBED SOIL BACKFILL I I—IIII
—
CONC. BLOCKING
_. � —
C t _ —
1I I=1 EE 1=1 I =- '
I El I I I l I I= I� I l i-
UNDISTURBED SOIL
PLAN — TEE SECTION -_BEND do TEE
SEE SECTION FOR DEPTH B SEE PLAN FOR LENGTH A
CONCRETE BLOCKING
NOT TO SCALE
SUPPORT -FILL
W/ GROUT
SUMP No. 57
WASHED STONE
DETAIL -FIRE SERVICE ENTRY
NOT TO SCALE
GROOVE END ON OUTLET SECTION
TONGUE E
12" CRUSHED
STONE BED
REINFORCING BAR
OR STEEL FABRIC
12" THICK CRUSHED
STONE
..r..r..r ..,.....,., MFG.
A.
JLV ! 1 I V
REINFORCED CONCRETE PIPE
FLARED END SECTIONS
NOT TO SCALE
CHAINS
REQ'D.
VALVE BOX
CONCRETE APRON
24" • OR SQUARE.
OD
FINISH GRADE
/ I
N7
I
4 CUBIC FEET g&
I
05
CRUSHED
EDTONE
6" GATf VALVE
6" D.I.P. 6" TEE
'OURED IN PLACE
Q
;ONCRETE BLOCKING . ;'
CONCRETE BLOCK
GALVANIZED. 1/2" 0
RESTRAINT BOLTS.
BOTH SIDES
NOTE:
RESTRAINT BOLTS CAN BE SUBSTITUTED WITH LOCKED HYDRANT
TEE & LOCKED HYDRANT ADAPTER. (WHERE APPLICABLE)
HYDRANT
- TRAFFIC TYPE
NOT TO SCALE
z
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in 5
N
ENCLOSURE
2 1/2" BACKFLOW PREVENTER NOTE*-
ASSEMBLY REDUCED PRESSURE BACKFLOW PREVENTER
ASSEMBLIES SHALL BE APPROVED BY THE USC
FOUNDATION OR ASSE FOR CROSS CONNECTION
CONTROL
O
= Z N
5 CONCRETE PAD SIZE AND
2 N MOUNTING BOLTS TO
CONFORM TO ENCLOSURE
MANUFACTURE S DIMENSIONS
e
UV- 21 2"
ILDING FROM METER
BACKELOW PREVENTER DETAIL
NTS
10' MINIMUM 10' MINIMUM
5 IF NO DITCH R/W VARIES - SEE PLAN FOR ROUTE IF NO DITCH 5
PAVEMENT WIDTH VARIES AND THE
LOCATION IN THE R/W VARIES, SEE
PLAN - PROFILE FOR INDIVIDUAL
LOCATION. ASPHALT SURFACE
Z CENTERLINE OF PAVEMENT
STEEL ENCASEMENT
SEAL EACH END CARRIER PIPE
WITH 1:3 PORTLAND
CEMENT. CASING WILL BE INSTALLED AT LINE AND GRADE SHOWN ON
THE INDIVIDUAL PROFILE FOR EACH CROSSING. BORING/JACKING
TO LINE AND GRADE IS REQUIRED
TYPICAL BORING / JACKING DETAIL
NOT TO SCALE
PV(
TOE OF
SLOPE
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2'-0"
CONC. COLLAR
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MIN. WEIGHTS:
aaIN
FRAME: 195 LBS
GRATE- 160 LEIS
PLAN
TOP ELEVATION
V_p"
CONC. COLLAR 1
L Sma-7.,
rrr:�l
BRICK MASONRY w
OR PREFAB CONC.
#//,
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FLOW
3000 P51 CONCRETE °°.
SEc nON
TOP FLUSH W/GRADE
DROP _INLET_
NOT TO SCALE
CONCRETE VAULT FURNISHED
FINISHED GRAD do INSTALLED BY GENERAL CONTRACTOR
GATE VALVE ATE VALVE
D.I.P. D.I.P.
PCONC BLOCK
PIPESTAND
SECTION
DRESSER COUPLING
GATE VALVE,
ALUM. LOCKABLE
HATCH
-1-
D.I.P. BYPASS J ATE VALVE
PLAN
METER VAULT (39
NTS
OUTSIDE FACE
OF BLOCK
TE VALVE
D.I.P.
VAULT
►BOVE
GRADE
OUTLET -- 4" SCHED. 40 PVC
"� "'�"^'"'�•� "HEETS
1-SECTION AT WALL PILE CAP
CRUSHED''
STONE BASE
UNPAVED AREAS PAVED AREAS
CONC.COLLAR
(IN TRAFFIC AREA VALVE BOX
POURED CONCRETE
2C LL`INSTEAD OF ,� I
1
I m
12"
C.I. VALVE BOX do LID NTELESCOPING
TELESCOPING TYPE w
EXTENSION
AS REQUIRED
EXTENDED TO
12" BELOW TOP
GATE VALVE —'
VALVE BOX
NOT TO SCALE
1
a
b
i
THREADED PLUG
CLEANOUT
BOX W/ LID -
4"X 4" WYE
r PIPE MATERIAL- SCH 40, SOLVENT WELD
GATE VALVE: PVC 1120. ASTM D-1785
RESILIENT SEAT,
NON -RISING STEM, NUT
OPERATED. [►TA ►aft A Or% cl-uJro ^11 C A AIAI IT
s PIPE
lam.
HAICHE3 ,� BE eo51'm N.W. COVER GWMP ALLIM.
FRAMC AND 304s s HARDWARE. HATCHES TO BE
HALLDAY OR APPR04ED EQUAL WITH SS LDa010 BAR
sxe ALUM.-
ACEM HATCH
NOT TO SCALE
aN Ir a� Lm
5•f INSPECTION
PLm
Nr-ar Dui
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ACESS HATCH
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1 PEES
FUMNING
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CONNECTION
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ALL NFPLES ARE WE.
EL Lao
PUMP WF
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sat 316 STAMM Sn.
AT EACH LOCAININ
EL 740
MY.
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NOTE i EA, P1 Esa
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OCOMNECIIa1 Ta OMISTt
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150 Q
DETAIL -PRESSURE
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5 HP, 055 RPM
2XV. 3 if
LIFT STATION DETAIL
SEE SITE PLAN
COVERS
6".
4" _MANHOLE_ 4"
(ACROSS ENiRET
TOP)
"
6" BLOCK
PRECAST
CONC. c
SEPTIC W
TANK M
o�
1,000 GAL
CAPACITY
H.
4" P.V.C.
TEE (TYP.)
- 4" SCHED. 40 PVC
SEE NOTE 2
BAFFLE
GREASE TRAP DETAIL
�A�' /n�N��OT TO SCALE
N O_ E:
1. STRUCTURE TO BE CAPABLE OF H-20 LOADING
2. PROVIDE 4" DROP IN GRADE
N
11" MIN.
17 MAX.
I'
ASPHALTIC
CONCRETE
PAVING
• ► �: al � : = t; Ala:
NOTES:
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE
2. CONTRACTION JOINTS (CJ), SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS
PAVEMENT WITH NO CURB.
5. 1/2" EXPANSION JOINT (EJ) REQ'D AT 3W MAX.. AT SIDEWALK
JUNCTIONS. AT STRUCTURES AND AS NOTED ON SITE PLAN,
CURB
30' MAX. SPACING
EJ
PLAN --TYPICAL SIDEWALK
` SLOPE WALK
1/8" R. TOOLED JOINT 1/4" X 1" DEEP WITH AN - 1/8" MIN PER FT.
1/2" EXPANSION 1/8" R. TOOLED JOINT _ AWAY FROM BLDG.
rJOI T MATL o UNLESS NOTED
f I OTHERWISE
' 110 1/4: MIN. DROP
Ej- AT DOORS
EXPENSION JOINT CONTRACTION JOINT BLDG.-STRUCTURE
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DATE: 8 /19 /04
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SHEET NUMBER:
C9
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CLEARING LIMITS
SILT FENCE
CLEARING LIMITS
SILT FENCE
FOREBAY
595 SF
EXISTING ELEV. 9.00
PERMANEN OND ELEV. 9.00
VEGETATIVE FILTER
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87 ' SILT FENCE •� CLEAI�iNG LIMITS
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