SW6140201_APPROVED PLANS_20140214

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
. :PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
(❑
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

B180111111111111IMedical Applications of North Carolina, Inc.
d/b/a FMC Anderson Creek
Harnett County, North Carolina
SITE DATA SHEET' INDEX
OWNER: HM'S KIDS, INC.
DUSTIN BLACKWELL
3035 NC 87 SOUTH
CAMERON, NC 29326
PHONE: [phone]M
ENGINEER: CHANDLER ENGINEERING PA
JIM CHANDLER, PE
309 S. FUQUAY AVENUE
FUQUAY-VARINA, NC 27526
PHONE: [phone]
FAX: [phone]
EMAIL: liicremgfiveringpa com
DEVELOPER: DAVID E. LOOPER & COMPANY, INC.
CLARK ROWE
PO BOX 3224, 32015TH STREET, SE
HICKORY, NC 28602
PHONE: [phone]
PROPERTY LOCATION. H.M. CAGLE DRIVE
PARCEL NUMBER 9585-704666.000
REFERENCE: MAP 2-202
S 87
P
c Q'
�h� 5
o pout Springs
2a 87 �
STTE
cw
a
za e�
cr 9
VICINITY MAP - 1"=1000'
C1.01-
EXISTING CONDITIONS AND DEMOLITION PLAN
C2.01 -
SITE STAKING PLAN
C3.01-
SITE GRADING PLAN
C4.01 -
SEDIMENTATION AND EROSION CONTROL PLAN
C 5.01 -
SITE UTILITY PLAN
C5.02 -
SANITARY SEWER PLAN/PROFILE
C6.01 -
SITE PLANTING PLAN
C7.01 -
SITE DETAILS
C7.02 -
EROSION DETAILS
C7.03 -
EROSION & STORM DETAILS
C7.04 -
UT [ ITY NOTES
C7.05 -
SEWER DETAILS
C7.06 -
WATER DETAILS
PROPOSED USE: COMMERCIAL (DIALYSIS CLINIC)
EXISTING TRACT AREA: 10.75 ACRES (TOTAL)
chandler engineering ��'1„rCi4gr/��
pa ,,.��� Rod''•
ZONING COMM 309 S. Fuquay Avenue, Fuquay-Varina, NC 27526 QQ`� 1r -+
COUNTY: HARNETT Phone: [phone] Fax: [phone] = D SEAL c
TOWNSHIP: BARBEQUE 026UWW
CALL 48 HOURS BEFORE YOU DIG
1-800 632-4949
NORTH CAROLINA ONE -CALL CENTER
ky

GENERAL NOTES PIN/ H58 KIDS INC
95-6 S, INC
.000
MAP i 2-202
ZONING. COMM �
1. ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR T
MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE.
2. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION
ACTIVITIES SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WITH
WITH ALL APPLICABLE RULES AND REGULATIONS_v -
3. REMOVE TOPSOIL AND STOCKPILE APPROPRIAETLY ON -SITE. ON -SITE
TEMP. STOCKPILES SHALL LOCATED WITHIN CONSTRUCTION LIMITS.
\ SPOUT SPRINGS CHURCH INC.
4. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT \\ \� PINT 9585-71-93]]000
TO PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW \ r— \ D8 2371, PG 820
CONSTRUCTION. ANY EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER, \V v I A\ MAP/ 2010-116
ZONING: COMM
ETC. THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL
BE REMOVED AND REPAIRED PER THE SPECIFICATIONS AND DETAILS
OR TO MATCH EXISTING CONDITIONS (WHETHER OR NOT SHOWN ON r \ V A \\\ \\\
THE DRAWINGS TO BE REMOVED). UTILITY INSTALLATIONS MAY UTILIZE
OPEN CUT OF PAVEMENTS UNLESS INDICATED OTHERWISE. TRENCH \\ \\ EXISTING ASPHALT SHALL BE PATCHED PER PAVEMENT REPAIR COMBINATIOSILT/TREE
DETAIL. / "'�\ ice\ \ \ \\ \ \ PROTECTION FENCING (TYP)
D� ��"�� \ \
5. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC ANDA� / \\ \\ \\V A \\ \V A\ \\\
ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, NOTIFY"
ARCHITECT IMMEDIATELY. \ \ \ \ \\ \\ \\ \\
6. THE CONTRACTOR SHALL EMPLOY A QUALIFIED UTILITY LOCATOR
SERVICE TO LOCATE ALL UNDERGROUND UTILITIES (INCLUDING BUT
NOT LIMITED TO ELECTRICAL, TELEPHONE, GAS, CABLE, FIBER OPTIC)
WITHIN THE LIMITS OF CONSTRUCTION.v
7. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS.
EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN
UNDERGROUND ELEMENTS. NOTIFY THE ARCHITECT IMMEDIATELY IF
UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE
MODIFICATION TO THE PROPOSED DESIGN.
8. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE
LOCAL, STATE AND OSHA REGULATIONS.
9. EXISTING MANHOLES, VALVE BOXES, VAULTS, CLEANOUTS, UTILITY POLES
ETC. TO REMAIN WITHIN THE GRADING LIMITS SHALL BE ADJUSTED AS
NEEDED TO FUNCTION PROPERTY WITH THE PROPOSED FINISHED GRADES
(WHETHER OR NOT INDICATED TO BE MODIFIED)_
10. GENERAL CONTRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS
PATHS, LOCATIONS, LIGHTING ETC. W/OWNER.
'\V / EXISTw�.�ICHr POLE TO BE
NEW
vR\v�vEv\LV vOC\vVAT� I EADA\\v0 A\MW1 IKOIvOIRA \ Av\IK v3AV6AW�
Y, LOCATION
A 2 v I\TV \ v H
COORDINATEWORK WITH
LOCAL POWER COMPA�Y (C\ � LEI I I ( IAI I RII II \ALIII1III LI 1II 1 I IIVIIEI I1 GIIIIII I E�Ii I I1 IIAI I I I T1 1 OIIII NI 1 1I 1 /I A1I itNo D
STRIP ITOPN
sI&I l IIiII II 2
TOCKPIL OISOAININ
90 FEET 0}STING THE( DISTUR/C ARIN LIMIT
CURB
AND
BE CUT AND REMOVEv
360 HD
DP
'PARCEL 66 12 CpMBdVATI N S#_T/T /I
/Ejl /EAN958570-6,00�
' 71 �/ 2-202 I I 1 1 PROTECTIONFEN)CING (TYl IPIIIIII 1
I)-----__— 10n CRESMNACOMZONI
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TOPSOI AND V A \ I I I I I COM INATI N SI T/TREE I 1 I I I \ \\ I I I 1 1 \ V A V A \ \
STOCKPILE ON Si E WITHIN I A V A 1 A I F lDTE�770N ENCLI�JG (1jYP) I I I I I I I I \ V A V A \ \
,. T F_�i. THE DISTURBED/CLEA�ING LIMI \I \ \\ \\ II 11 II I I 1 I I I I 11 II A I\ \\ II II II I I \ \ V A V A\ \V A
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HMS q05, INC \
OR 76ZPG.747
PARCEL ID. 039568 W94 04 _
PIN
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CO BINATI SILT REE I
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PROCTION �FENCIN(]�(TYP) I I I I I I
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API 2WO-74.000
MAP
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132000-Z4]
AC
ZONING. COMM
\
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STRUCT. / UTILITY TO REMAIN
TO BE REMOVED
STRUCT / UTILITY TO REMAIN TO BE REMOVED
ELECTRICAL
_ - -
--- -- E
LIGHT POLE LI'
# LP
(OVERHEAD) -
PPpp
ELECTRICAL _
UTILITY POLE 'o'
(UNDERGROUND) "- -
--`-UE-----
GNJ
GW
GUY WIRE �
O
FIRE PROTECTION -- -
-----FP-----
MANHOLE `v>Mhl
OMH
FORCE MAIN -_ ---
-----FM-----
c0
CO
CLEAN OUT J
O
NATURAL GAS -- _ ---
---- G ----
DROP INLET OR BLS CE?
SDI, CB
SANITARY SEWER -- _ _ -
---- SS ---
CATCH BASIN
TELE / COMM. -- -
---- T -----
FIRE HYDRANT �} FH
FH
TELE. / COMM.
-----UT-----
WV
WV
(UNDERGROUND)
WATER VALVE
WATER --
-----W-- --
y�X,
INDIVIDUAL TREE
STORM DRAIN -__
_ _ _ _ _
`-c/
TELEPHONE PEDISTAL fT
O TP
UTILITY POLE -
-0'PP
EXISTING CONCRETE, ASPHALT OR
-
WP
GRAVEL TO BE REMOVED
WOOD POLE -
D
WATER WELL
OWH
SOIL BORING LOCATION SB-1
NOTE: DEMOLITION AND PATCHING OF PAVEMENT AND
DISTURBED/CLEARING LIMITS
SILT/TREE PROTECTION FENCE
c
OTHER EXISTING IMPROVEMENTS IN ADDITION
TO THAT
SEE DETAIL SHEET
INDICATED ON THIS PLAN SHALL BE PERFORMED AS
NECESSARY TO CONSTRUCT AND/OR INSTALL NEW WORK.
I I
I I II
I
I I II
I
I
I
I
I
I
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I
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i I
III III
III 1\\
I II
I I
VICINITY MAP
(NOT TO SCALE)
GRAPHIC SCALE
30 0 15 30 60 120
( IN FEET )
1 inch = 30 ft.
7. Laj l I'I',
REVISIONS
SEE TMSSHM
/
If
L/OMBINAA TION IL
E l
I P40TEChON F NCING TYP)
N
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MAP III WO-Z4V
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ZONINI COMMI
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// // /// // // // // • V o
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CO08tNATION STET/TREE'") Q
P� TECTION FElaCING (T/')
/// j j /// //////// /• /// /// j / // / // // / W
4-4
" 0
/ / / / / // / / / / • rl h�l
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RRvmWEDsr: JPc
DATIL 1=14
PROIHCTNUU330: 1340
/
COiID71Y HARNSIT
Z Cohn&
LOG110N: U8 HWY 678
TOWNWHP. BAaeBQus
\ �` % % j / / // / / SITE EXISTING
CONDITIONS AND
DEMOLITION PLAN
C1 O1
IANUARY 2014

PVC END
CAP \
PVC TEE
PVC ELBOW
1 WATER
r- PVC END
CAP
PVC PIPE FLEXIBLE
112- HOLES IN HOSE
UNDERSIDE
END VIEW
ARM ASSEMBLY
SCHEDULE 40
PVC VENT PVC PIPE
PIPE \ /
SCHEDULE 40
PVC PIPE\
ORIFICE
PLATE
PVC TEE
BOTTOM SURFACE
FRONT VIEW
_.C' ENCLOSURE
PERSPECTIVE VIEW WATERUNENTRY
IT
SKIMMER DETAIL
NOT TO SCALE
TYPICAL POROUS BAFFLE PLACEMENT
SUPPORT WIRE
OR ROPE
BASIN #
SKIMMER
='RIFICE
NUMBER
DAM
BOTTOM
MINIMUM
MINIMUM
SPILLWAY
SPILLWAY
SIZE
SIZE
OF
ELEVATION
ELEVATION
VOLUME
SURFACE AREA
ELEVATION
WIDTH
(IN)
(IN)
SKIMMERS
(FT)
(FT)
(CF)
(SF)
(FT)
(FT)
1
2
1. 5
1
339.00
335. 00
5,400
3,851
33& 00
15. 0
Pond Elevation Pond Area
(ft) (W)
335,00
1,270,000
336.00
2,120.000
337,00
3,005,000
338.00
3,930.000
339.00
4,995r00D
--------------PROPOSED TOP OF EMBANKMENT ELEV. 339.00-----------
100-YEAR WSE: 338.37'
-------------EMERGENCY SPILLWAY ELEV. 338.00'
10-YEARWS_E: 337.96' ___ _ ____
- - -
---I-YEAR WSE_ 336_OS
----------------------
11 1�__
=V: 335.00
4" CLEAN SAND MIN
LBOTTOM WIDTH 1 �
8' MIN.
SHWT ELEV. 327C)
------------------------------------------------------------
INFILTRATION BASIN SECTION
NOT TO SCALE
16.4. Construction
Care should be used during installation to minimize compaction of soil on the bottom
and walls of infiltration devices since this will reduce the permeability at the soil
interface. To avoid compacting the drainage media, light equipment and construction
techniques that minimize compaction should be used. f
Runoff shall not be directed into an infiltration device until the drainage area is
stabilized. A construction sequence must be followed that reflects the need to stabilize
the infiltration device. The longevity of infiltration devices is strongly influenced by the
care taken during construction.
Infiltration trenches should not be covered by an impermeable surface unless there is
suitable maintenance access, the design specifies a H-20 loading capacity, and the
application includes a cross-section of the H-20 design. Direct access must be provided
to all infiltration devices for maintenance and rehabilitation. OSHA safety standards
should be consulted for trench excavation.
A minimum of one observation well shall be included in the design of an infiltration
system to periodically verify that the drainage media is fully draining. The mmitoring
well shall consist of a 4- to 6-inch-diameter, perforated polyvinyl chloride (PVC) pipe
with a locking cap. The well should be placed near the center of the facility or in the
general location of the lowest point within the facility, with the invert at the excavated
bottom of the facility. -
s
1A>f m t1Pnv'!!Jr Sr_n h
Mode Summary
Label
F-
ag
Oz
Q
ITS
Lu
ww
DOWNSTREAM SIDE w
QO
ma
OO
z
CL
STEEL POST 4' MAX. Rr=-
VARIABLE AS DIRECTED BY THE ENGINEER
Scenario Return Hyd"Vmrlh Time to Peak Peak Flow
Evert Volume (min) RPM
(vem) (ft3)
Out -Pre
t-year
1
443.000
805,750
0.01
Out -Pre
to -)year
10
4,952.000
721.000
1.7S
Out -pre
t00-year
too
14,079.000
716.000
5,72
Out -Pact
1-year
t
0,000
0.000
0100
Out -Past
10-year
10
0.000
0.000
0.00
Out -Post
100-year
100
9,480,000
720.25D
10,73
Pond Summary
Label Scenario ReWm Hydregroph Time to Peak Doak Mar Maximum Maximum
Event Voktme (min) (tt3/5) waty Pond Storage
(rears) (ft3} Sur�n (it3j
(ft)
Infiltration
1-year
1
5,SO6.000
716.0001
2.26
(NIA)
(N/A)
Basil (IN)
Infiltration
Basin (d0T)
1-year
1
1000
0.0o0
0.00
336.08
1,841.000
Infiltration
10-y®r
10
16,SDO.000
71S.S00
7.28
(NIA)
(WA)
Basin (IN)
Infiltration
Basin (OUT)
10-Mr
10
0.000
0,000
0.00
337.96
7,530.000
Infiltration
100-year
100
31,769,000
715.250
13.90
(NIA)
(N/A)
Basin (IN)
Infiltration
BdSln (O1JT}
100-year
too
9,480.000
720.250
10.73
338.37
9,219,000
0
t
PLYWOOD PAINTED
WHITE
0 FT TYP.
ANCHOR PLASTIC LINER
WITH #57 STONE
10 MIL PLASTIC LINING
IMPERMEABLE
A SHEETING
3 F' 7
TYP 1
STANDARD BAFFLE
NOT TO SCALE
48"
CONCRETE
WASHOUT
6-INCH
BLACK
LETTERS
ANCHOR PLASTIC LINER
WITH #57 STONE
WIDTH: 2 FOOT MIN.
� >� �I: I OR
FLATTER SIDE
SLOFE
SECTION A -A
PLAN
EXCAVATED WASHOUT STRUCTURE
CONSTRUCTION SPECIFICATIONS
1. LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM
DRAIN INLETS, SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM
CONSTRUCTION TRAFFIC.
2. SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS
AND MAINTAIN AT LEAST 4 INCHES OF FREEBOARD. TYPICAL DIMENSIONS ARE 10 FEET X 10
FEET X 3 FEET DEEP. MINIMUM CAPACITY IS 6 CF PER 10 CY OF CONCRETE.
3. PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY GADS TEARS OR HOLES IN
THE LINER. FOR LINER, USE 10 MIL OR THICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE
OF HOLES AND TEARS OR OTHER DEFECTS THAT COMPROMISE IMPERMEAB' ITY OF THE
MATERIAL.
4, PROVIDE AND MOUNT A SIGN FOR THE WASHOUT WITHIN 30 FEET OF THE FACILITY
5, KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED
(FIG., RIPPED OR PUNCTURED). EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT
FULL, AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER.
WET -VACUUM STORED LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED
MANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVES STRUCTURE TO
PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR
RECYCLING. MAINTAIN RUNOFF DIVERSION AROUND EXCAVATED WASHOUT STRUCTURE UNTIL
STRUCTURE IS REMOVED.
CONCRETE WASHOUT PIT DETAIL
NOT TO SCALE
GRADE
- STEEL POST
CONSTRUCTION SPECIFICATIONS
1.
GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE.
SUPPORT WIRE OR ROPE
2.
INSTALL POSTS ACROSS THE WIDTH OF THE SEDIMENT TRAP/BASIN.
-POROUS BAFFLE MATERIAL DRAPPED
3.
STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A MAXIMUM OF
OVER SUPPORT WIRE H ROPE
TOP OF FABRIC 6' HIGHER
4 FEET APART, AND INSTALLED UP THE SIDES OF THE BASIN AS WELL. THE TOP OF
THAN INVERT OF SPILLWAY
THE FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS
OF BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS.
ANCHOR BAFFLE IN TRENCH OR WITH 8"
/-EROSION CONTROL MATTING STAPLES
4.
INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET
DISCHARGE POINT. BASINS LESS THAN 20 FEET IN LENGTH MAY USE 2 BAFFLES.
GRADE
5.
WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE
MEASURE TO PREVENT SAGGING.
i
6.
WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER THE TOP WIRE,
THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE WEAVE. ATTACH
SIDE VIEW
FABRIC TO A ROPE AND A SUPPORT STRUCTURE WITH ZIP TIES, WIRE, OR STAPLES.
7.
THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR
PINNED WITH 8-INCH EROSION CONTROL MATTING STAPLES.
&
DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE TRAP/BASIN.
MAINTENANCE
1.
INSPECT THE BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE
ANY REQUIRED REPAIRS IMMEDIATELY.
2.
BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES 113 FULL TO PROVIDE ADEQUATE
STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES.
TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT SEDIMENT DEPTH
SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
4.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE
ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO
GRADE, AND STABILIZE IT.
SEAL GE
026466
1 REVISIONS 1
GENERAL NOTES:
Y 1. CLASS "'B" CONCRETE TO BE USED THROUGHOUT
3" i'-9" 1'-9" 3" 2. OPTIONAL CONSTRUCTION - MONOLITHIC POUR,
X X 2" KEYWAY, OR #4 BAR DOWELS AT 12" CENTER,
AS DIRECTED BY THE DESIGNER.
(10)-3/8" DIA. 3. TWO 2" PIPE WEEP HOLES TO BE PLACED AS
WELDED STUD DIRECTED BY ARCHITECT.
`O ANCHORS 8" LG. 4. FORMS ARE TO BE USED FOR THE CONSTRUCTION w F
Ej PIGCY" ANCHORS IF THE BOTTOM SLAB. z
PIGGYBACK =8") 5. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB
OF BOX, ADO TO BASE AS SHOWN ON N.C.D.O.T. p
STANDARD 840.00.
Y HOLES E A STONE DRAIN CONSISTING OF i CUBIC FOOT OF 3
NO. 78M STONE CONTAINED IN A BAG OF POROUS o
PLAN PLAN FABRIC SHALL BE PLACED AT EACH WEEP HOLE. H
W/GRATE & FRAME REMOVED SHOWING POSITION OF BOLTS 7. ALL DROP INLETS OVER 3'-6" IN DEPTH TO BE w W w
FRAME &GRATE PROVIDED WITH STEPS 1'-2" ON CENTERS. 5 5
3/8'"DIA.x 8"LG. STEPS SHALL BE IN ACCORDANCE WITH N.C.D.O.T. C)
�840.1O.T. STANDARD o
N.C.D. WELDED PIGGYBACK STANDARD 840.66.
4'-O' 3'-0'• STUD ANCHORS
a <
i 3,� 3., 3r. I-- �I 3,. v a Q N
Err A 6" 6rr co-r Q N N
'�
_ CONSTRUCTION DOCUMENT
N #4 BAR DIMENSIONS FOR CHANNELS TOTAL
N0. SIZE LENGTH LIN. FL
2 3"x4.1rr 4'-D" 8'-0"
io SEE NOTE #2 DOWEL 6
2 3"x4.1 " 2'-6" 5'-0"
SECTION-XX SECTION-YY DOWEL
. r..4
DIMENSIONS AND GJANPTIES FOR DROP INLET
DIMENSIONS OF BOX & PIPE ::URIC YARDS TOTAL DEDUCTIONS O
PIPE SPAN WIDTH HEIGHT IN BOX QUANTITIES FOR ONE PIPE
BOX & CU. YDS.
COVER
D A B H FLOOR & WALL / CU. YDS. C.M. R.C.
COPING FT H MIN. H rt
12" 3'-0" 2'-0" 2'-8" 0.262 0,222 0.855 0.015 0.024 �1
15" 3'-0" Y 0.929 0.023 0.036 O
18" 3'-5" 1.021 0.033 0.049
24" 4'-0" I L151 0.059 0.085
30" 3'-0" 2'-0" 4'-3" 0,262 0.222 1.207 0.092 O. 127 O (�
1'-7 5/8rr O
-7 5/8 V /
i is/32'" C i/8" 1/8" • O \/ r l
O 3" 6'" i,r 1,r `J
O
D D S 3"-3 3 4"
1181r
rl
A A 3/4r. 3, 2" 3/4" N O
N 0 co
1 15132" rn
C 2 i/8- 3'-1 314" 2 1/8"
i 5183' 6-+-)
1 s/8"
" 3 ,r ^�
1'-4 1/2"
1'-4 112" C
PLAN OF GRATING PLAf• OF FRAME SECTION -AA r..4 Q
CAST IRON (AST IRON fit`
1/811 rT 4-
1
1/8r. 7/8„
1 •_7 5/8•• 3/4" 314" N •� 1 7 5/8 � I
x 3 1 /4
N N
T 2 1 2 1/8" N REVIEWED BY: 1FC
1 1 3/16- DATE: 1/28/14
1" DEPRESSION 2" 2'-6" PROJECTNUMBER. 13-005
COUNTY HARNETT
SECTION-DD SE--TION-CC SECTION -BB ZONING: Comm
LOCATION: US HWY 87 S
TOWNSHIP: BARBEQUE
STANDARD CONCRETE DROP INLET
NOl TO SCALE
314-/W1V
Z,/ z8/24/4
EROSION &
STORM DETAILS
C7603
JANUARY 2014

GENERAL NOTES '/
HM"S KIDS, INC /S, /
PINX MAP # 2-879a.000
MAP # 1-202
1. TOTAL DISTURBED AREA = 4.0 ACRES.
2. ALL EXISTING VAULTS, MANHOLES, STORM DRAIN STRUCTURES,
VALVE BOXES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS
NEEDED TO MATCH FINISHED GRADES.
3. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE
PERFORMED BY THE OWNER'S INDEPENDENT TESTING
LABORATORY.
4. ALL SPOT ELEVATIONS INDICATED ARE AT BACK OF CURB,
UNLESS OTHERWISE INDICATED.
5. SITE IS NOT WITHIN 100 YEAR FLOOD PLAIN.
6. ALL ELEVATIONS ARE BASED ON NC GRID NORTH (NAD 83).
7. A PRECONSTRUCTION MEETING MUST BE SCHEDULED PRIOR TO
WORK, GRADING AND INSTALLATION OF EROSION CONTROL.
B. UTILITY LOCATIONS ARE TO BE FOUND BY CALLING NC ONE
CALL.
9. ALL HANDICAP PARKING SPACES AND STRIPED ACCESSIBILTY
AISLES ARE TO HAVE NO MORE THAN A 1:50 SLOPE IN ALL
DIRECTIONS.
10, ALL SIDEWALKS ARE TO HAVE NO MORE THAN A 1:20 SLOPE
FOR THE LENGTH OF THE SIDEWALK AND NO MORE THAN A
1: 50 SLOPE FOR THE WIDTH OF THE SIDEWALK.
11, IF CONTRACTOR NOTICES ANY DISCREPANCIES IN ANY OF
THESE SLOPE REQUIREMENTS, IT IS THE CONTRACTOR'S
RESPONSIBILTY TO CONTACT THE OWNER PRIOR TO POURING
ANY CONCRETE SO THAT A SOLUTION CAN BE FOUND,
12. SPOT ELEVATIONS ARE GIVEN AT A MAJORITY OF THE MAJOR
BREAK POINTS, BUT IT SHOULD NOT BE ASSUMED THAT ALL
NECESSARY SPOT ELEVATIONS ARE SHOWN. DUE TO SPACE
LIMITATIONS, THERE MAY BE OTHER CRITICAL SPOTS NOT
LABELED THAT SHOULD BE TAKEN INTO CONSIDERATION. THE
CONTRACTOR SHALL REVIEW THE GRADING PLAN IN DETAIL
AND SHALL ENSURE THAT ALL CRITICAL GRADE POINTS ARE
STAKED AND FOLLOWED TO PROVIDE POSITIVE DRAINAGE.
ZONING` COMM
/ 352
\� r 411 \ 351.41 1
w
354 \ h 3si r
/
SPOUT SPRINGS CHURCH INC.
PIN# 9585-71-9377 WO
DO 2311, PG 820
MAP# 2010-116
ZONING. COMM
\ TEMPORARY GRADING EASEMENT
\ 3
W.22 T
0
Cd
LEGEND
N
� N
EXISTING CONTOURS
v �
Z m
E?
PROPOSED CONTOURS
e
EXISTING STORM DRAIN PIPE
m PROPOSED STORM DRAIN PIPE
��/)�j��/��
� _( tic 2
LL 'p
SITE
MORCgS,I, Li-
DISTURBED/CLEARING LIMIT LINE
�-
d
"VTQJ4
i�l
Q u]
---------- DRAINAGE AREA LINE
�!i`
ryP�
m -
,-
a
\\
0000.00 T PROPOSED TOP OF CURB ELEVATIONCIS
LL
0-
\
0000.00 P PROPOSED GROUND/PAVEMENT ELEVATION
\\
P
SEALS
0 BMP MAINTENANCE AND ACCESS EASEMENT
OS2
T ORARY/GRADING EASEMENT
41,
355
35A10 r \
EXISTING CI / / 354.63 T / 35541 T
TOP-356 02' 354.67 P
�INv OUT=352.63 / .%s S �� 355..A 7 V /
V i � v � � ,us.a r IT
°/Ex�lapc r� V A\ ss4s / ssx49 r I 7 7v ,us.49 T e6 P 3S2 7 V/ /
///// TOINV
IN(
/
IN,
INV L OUT--352�1'
-
IMPERVIOUS AREA „ 354
EXISTING IMPERVIOUS AREA: 0.00 ACRES
DIAIYSIS CENTER
3
PROPOSED IMPERVIOUS AREA: 1.01 ACRES (56.1% OF LEASE AREA)
353s3 / /
97 r
20
(� {� ow(��/j CE 4 i
�
i 9 i0lrt i i/r
OI"€hh WAIoF C1UAL vTl 46z r / s
Jypllacl,�f lL �,r !rA Elil�h
so
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/ii 355 I
47
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p//
l ice/ A PARCEL ID'03986830 9 12
94' _ PIN 9585-] -4666. 00 1. o
7,89 \ "PA� # 2-202
f07 AORES
\\ ZONINs,
54
365
/ - - s8 6N,
TOP=36fl96' / -
� � 1 I � I
/�
i =36,9Y
INV OUT=362/%�/''✓�^i -vim A I�
o INV IN=362 2
TOP �I
/
/
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I I
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HMS KIDS" INC A
DR:. 03956: 797
l I I I I I I I I I I I I I
PARCEL ID: 039568 0094 04 I I I
PIN 9585-]0-0210.000
\ MAP # 2000-747
2D2NG: AC V I I l l I I i �► �' i i i I I I TC RM RAII�IA'G C�HARl' I I I
\v I I I I � I I I I
I I I
*4� �l 41I
I
III
I
II
II
I
MATCHLIN / / / l / �v .I i �� ■
SEE THIS SHEET
MAJOR DRAINAGE STRUCTURE SCHEDULE (DESIGN)
STRUCTURE NO.
PIPE
I SLOPE
PIPE
DIA.
PIPE
LENGTH
PIPE
MATRL
UPPER
W.
LOWER
INV.
I UPSTREAM
STRUCTURE
DATA
UP STRM
DN STRM
OP ELEV.
DEPTH
TYPE
(IN)
(FT)
(FT)
(FT)
(FT)
(FT)
1
2
1.49%
15
145
HDPE WITH SOIL TIGHT JOINTS 349.48
347.32
353.48
4.00
DI
2
3
1.08%
15
192
HDPE WITH SOIL TIGHT JOINTS 347.32
345.24
353.32
6.00
DI
3
4
16.00%
18
64
HDPE WITH SOIL TIGHT JOINTS 345.24
335.00
353.24
8.00
DI
5
3
3,54%
15
98
HDPE WITH SOIL TIGHT JOINTS 348.71
345.24
352.71
4.00
DI
LEGEND
NOTES
N
DI DROP INLET, SEE DETAIL
SHEET
TOP ELEV.
OF DROP
INLET (DI) IS
TOP OF GRATF.
O STRUCTURE IDENTIFICATION
VICINITY MAP
(NOT TO SCALE)
GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft.
MATCHLINE
120
REVISIONS
SEE THISSHEETIT
CONSTRUCTION DOCUMENT
I I � U
PIryXA9 85iI70-021 .000 II
MAP
ZONINt�:�COMM 74 V
I I I I
�j)CIS
It4-4
4-4
CIS
REVIEWED BY JFC
DATE: I/28114
PROJECT NUMBER: 13-005
/ / / / / / / / COUNTY HARNETT
ZONEQG: COMM
V/ / / / LOCATION: US HWY 87 S
TOWNSHIP: BARBEQUE
V/ SITE GRADING
PLAN
sw61¢0 Zo, C3,01
JANUARY 2014