SW6130303_APPROVED PLANS_20130417

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

w
s
0
TO
SPOUT SPRINGS
SITE
NOT TO SCALE
WATER AND SEWER
HCDPU
700 McKinney Parkway
Lillington, North Carolina 27546
910-893-7575
Contact: Shane Cummings
Know what's below.
Call before you dig.
11
Z10 L. 6
EQI
IER
:NE
ONT
TION
TOWNSHIP
N, NORTH CAROLINA
COUNTY
L PLAN
409 Chicago Drive - Suite 112 " 912 Cedar Creek Road 409 Chicago Drive - Suite 112
11
Fayetteville, North Carolina 12830
Fayetteville, North Carolina 28306
Fayetteville, North Carolina 28306
, pfa , %r UMQCAl
onstruc,v n3se documents is
t North Carotin..
910-426-6777
910-486-5120
910-426-6777
regwretl by ma siorrnwatc
rules require that the stormw ar syslam designer
Inspect during constructor / ,^,onfor with the
and specs and cart N � " Dance willy A '�^
Contact: Scott Brown , PE a
Contact: Mike Evans
Contact: Jimmy Holland, PLS
7� s
nnwatar rules i'SA NCb rr.'I0080
y5 r!v1303o3_o,te�F,/7�zo�3
w Nr ,�ldinn "r�,e,
—3 email: [e-mail]
'
email: [e-mail]
email: [e-mail]
THE CONTRACTOR MUST CONTACT NORTH CAROLINA
bME
CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS
PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING
UTILITIES LOCATED
409 Chicago Drive - 5i to 112
Li , FayeLLe North Car, Ina 28306
Phone [phone], \\�
Fax [phone] \
L ceense Number C-23`- 1
�501 _u--ioN.65,INC
ENSINEERING m JOeVEY � � SpJ � lDN6T211LfION LAYOUT
REVISIONS
®� z
mJ z
Z
c3
z
4 Z
0
Io
0 0
W
w
<LU
w
W
zw
—
S
PROJECT NAN E
SPOUT
SPRINGS
CHURCH
ADDITION
TAX ID# 95E 5-71-9377.000
H M CAGLE DRIVE
BARBEQUE TOWNSHIP
TOWN OF C AMERON
HARNETT COUNTY
NORTH CAF(OLINA
CLIENT
MIKE EVANS
IIIIOFOA�YEI TEVILLE
METAL BUIL ANG SYSTEMS
PRE -ENGINEER[ D STEEL BUILDINGS
910 - 486 - 5120
912 Cedar Creek Road
Fayetteville, Nortl Carolina 28306
Phone: [phone]
Fax: [phone]
PROJECT INFO RMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBEI I:
766
DRAWING SCP LE
SEE SHEETS
DATE RELEAS9D
MAI ICH 12, 2013

TO SITE
SPOUT SPRINGS
�V
C�
Qz
z/Qn�o�TM
VICINITY MAP
NOT TO SCALE
AREA, (BY COORDINATE COMPUTATION)
3,320,566 SF (30.32 AC)
PIN NO: 9585-71-9377.000
ZONING: COMM
35' FRONT
NONE MINIMUM SIDE (20' IF ADJACENT PROPERTY
IS ZONED RESIDENTIAL)
25' REAR
DB 2703, PG 964
DB 2799, PG 362
PB 2010, PG 116
PC#F, SLIDE 619B
PC#F, SLIDE 758E
PC#2, SLIDE 202
LEGEND:
ERBO ERB—EXISTING REBAR
CP o CP—COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
CPP — CORRUGATED PLASTIC PIPE
RCP — REINFORCED CONCRETE PIPE
CI — CURB INLET
DI — DROP INLET
PROPERTY LINE
— ADJACENT PROPERTY LINE
RIGHT—OF—WAY
so STORM DRAINAGE
OVERHEAD UILITY
`rG TREE LINE
BENCHMARK
® SIGN
® MAILBOX
eo HVAC UNIT
ee ELECTRICAL BOX
m TRANSFORMER
0 LIGHT POLE
pp UTILITY POLE
D4 WATER VALVE
FIRE HYDRANT
© WATER SPIGOT
® CATCH BASIN
® DROP INLET
^C0 CLEANOUT
® TREE
RIP RAP
IM ASPHALT
CONCRETE
I BUILDINGS
1. AALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
2. COMBINED SCALE FACTOR: 0.99987262
LOCALIZATION POINT N: 551,145.537 E: 1,987,165.554
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY
VIRTUAL REFERENCE SYSTEM.
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC
SURVEY VIRTUAL REFERENCE SYSTEM.
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
THIS SURVEY.
6. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON.
OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD
AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY
THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY
EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
EASEMENTS, CEMETERIES, AND FLOOD AREAS.
7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN.
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY.
8. THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE
ACCORDING TO MAP/ 3710958400J OF THE FLOOD INSURANCE
RATE, DATED OCTOBER 3, 2006.
I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C"
TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY
PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT
MEETS OR EXCEEDS
THE NORTH
NNg'�O/�RRTHHH CAROLINA ADMINISTRATIVE
SE L Pi{$� �iL QAIIV111 Yr11 { I 'FLATNOT FOR RF(X)RDATION GONVFYANCE.
D AND
PROFESSIONAL LAND SURVEYOR — L-4571
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN
CR A� f�SE��I Vl'lL!'1 TREET.
o NOT FOR RECORDATION, CONVEYANCE, OR SALES
x I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
BOOK 2703 PAGE 964 OR OTHER REFERENCE SOURCE
); THAT THE BOUNDARIES NOT
0 SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION IN
in BOOK PAGE OR OTHER REFERENCE SOURCE
THAT THE RATIO OF PRECISION
OR POSITIONAL ACCURACY IS 1:10,000+;
AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE
6 STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH
CAROLINA (21 NCAC 56. 1600) AND WAS PREPARED IN
> ACC L��E 7�D7gggp y��c 7p�p7yR Iooyot-�—L Q7 MY
6 HAN Fl�LIIViIIVKR 1 I3L2AT
NOT FOR RECORDATION CONVEYANCE OR SALES
w
0
N/F
HM'S KIDS, INC
TRACT ONE
DB 2799, PG 362
PC#2, SLIDE 202
N: 551,634.253
E: 1, 987,501.003 I
NC GRID NAD 83
(NSRS 1)NAVD288
3/8" y
ERB 1
328
327
� w
,•Nj N
n
M
N
Q�N
� Z o
m
m
3/8"
R
32�
I�
I 329
L CONCRETE
HEADWALL -41
i\ 331 F.d�✓%i rc
a
Y
1
DI ! 837
GRATE: 333.55
INV IN: 328.55
c2;- i
`�. hV
I T
tj
s
n 339
nt� �340
CI ! 9213 t — 341 • a ! 8350
HOOD: 341.31 342 HOOD: 341.44
INV IN: 337.95, N INV IN: 337.49
INV OUT. 338.55 (S
NV OUT: 337.23 (8
3
�y
330
.< ll
vR
r,329
ll
6" CONCRETE SLAB
E
-
",.• WOOD—
FENOE-
TBM: 4D COTTON SPINDLE #1
N: 551.145.537
ZIA"
E: 1,987,165.554
ERB
ELEV: 351.41 I
I
NC GRID NAD 83
I N: 551.122657
NSRS 2011
( )
58
1 RID
NAVD BB
N NAD 83
„�4'1' NC GRID NAD 83
(NSRS 2011)
I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
T NAVO 88
SURVEY WAS ESTABLISHED FROM AN ACTUAL CPS SURVEY I
I",h�
UNDER MY SUPERVISION. THIS CPS SURVEY WAS PERFORMED
TO C-211 FGCC SPECIFICATIONS RTK CPS WITH VRS FIELD
PROCEDURES WERE USED. THE COORDINATES WERE OBTAINED
THROUGH A GRID TO GROUND ADJUSTMENT USING THE
i
COMBINED SCALE FACTOR SHOWN HEREON. THIS SURVEY WASI
I
5700
RECEI RELIMINARY PLAT i I
NOT FOR RECORDATION- CONVrYA CE OR S 1
PROFESSIONAL LAND SURVEYOR — L-4571 I '
I
I
�r
C
n
1
CAMERA
POLE
DOUBL
MOBILEHOME
ww
w� w
w
w� w�
w
� 3
�
335
336
337
338
339
340
341
\ 342
343
344
�346 345
347
_— 348 352
r354)
/ 4'CPP/ INV
326\
\ wpm
DI i 9088
GRATE: 325.60
INV IN: 322.00
INV OUT: 321.95
n
I -COI --I. 4�II I�� '1
N/F
SPOUT SPRINGS CHURCH, INC.
DB 2703, PG 964
PC#F, SLIDE 756E
I
409 Chicago Drive - 5, ie 112
FayeLEeviLLe. North Carc na 28306
Phone 1
fax (9o))426i5\\ 7T) ' \
Lm ense Number C-23`
ce
�501_U__ION6,INC
ENGiN�eiN4 /� SueVEr � �v5 � colLhTeucMN uraur
REVISIONS
PROJECT NAN E
z SPOUT
'1 arax- SPRINGS
N � w
m °
N ! CHURCH
N N O Q! m m
ADDITION
INV
3 6.60
o /
EXISTING
INV
33.82 CONDITIONS
x
. CLIENT
X y b x MIKE EVANS
1 yz a 'a y1y, _b x� YyY xva aarvw v av xa <rx }u> saw ..� M• �, ox
FAYEITEVILLE
METAL BUIL )ING SYSTEMS
PRE-ENGINEERE D STEEL BUILDINGS
�` � < ., • � .. _ ° a a .. - _ 910 - 486 - 5120
a 912 Cedar Creek Road
Y Fayetteville, Not Carolina 28306
Phone: [phone]
Fax: (910) 486'3381
u r x - / PROJECT Illi RMATION
M I
to < z
x
a Y N
w
J /
SURVEYED BY:
BERTO
DRAWN BY:
GLENDA
CHECKED BY:
JIMMY
PROJECT NUMBEI I:
766
Nso os'as'w ss3.zs' DRAWING SCP LE
I ITTT`'1•H' ase dOCUM01,11 is
requir u�
required by ttie czar r m « ..-nd. No,•th Carollns
rules require that the stcrmv tel system designer HORIZONTAL: I "=40'
Ins,`F:ct during construction er'fy - Onformity with the
s and specs, and certify C, Au?nce wits I
xl,vater n1les. ° 15'� NCfiC+ 6^9 t 1:1
N r.SF1/�e/3Qy�303 Date
HM'S KIDS, INC��,,,r�La.q� N;'- Tvlsn.i
TRACT TWO GRAPHIC SCALE DATE SURVEYED
DB 2799, PG 362 '- -
PC#F, SLIDE 6198 40 0 20 40 80 160 OCTOBER 24 2012
( IN FEET )
1 inch = 40 ft.
,
SHEET NUMBE R
C-1 ■O

ie 112
a 2a5o6
-10N�,A55, INC
AQnb A C011'+mR WN L yoO A
11111111///
CARO��i����
SEAr"N
DZ
Z~
U
F—
z
Z
may+ Ci
.i^. O
.! u-
w
LL7
Z
Ir
W
E
T
IGS
CH
'ION
.AN
'ANS
TEVILLE
ANG SYSTEMS
D STEEL BUILDINGS
66 - 5120
Road
Carolina 28306
5120
3381
;1' L1111161kv
BEN
BEN
SCOTT
766
LE
'=40-
ED
ICH 12, 2013
R
-2.0

REBAR
CP » CP-COMPUTED POINT
N/F- NOW ORFORMERLY
R/W - RIGHT OF WAY
SITE E
CPP - CORRUGATED PLASTIC PIPE
TO
RCP ~ REINFORCED CONCRETE PIPE
SPOUT SPRINGS
Cl - CURB INLET
'
0 - DROP INLET
PROPERTY LINE
---------`--ADJACENTPROP[RTYUNE
R|0HT-OF-WAY
-STORM DRAINAGE
-----//---`-'OVERH[A0U|UTY
--'«*---'«*`--LIMITS OF CONSTRUCTION
---m'----o``--SILT FENCE LINE
--'u^---'M--'JUTE NETTING
`~
--Div ----ow---DIVERSION BERM
TREE LINE
[wgS|Gm
IMBIwx.ioox
E9HYACUNIT
E@ELECTRICAL BOX
��N��N�N��� U���
VICINITY � �������
[I]TRANSFORMER
/) LIGHT POLE
�^���������U�
r'0UTILITY POLE
=
x�v�U ov��p������
MWATER VALVE,
RR[ HYDRANT
9 WATER 5P|00T
00CATCH BASIN
III DROP INLET
C|[AN0UT
TREE
RIP RAP
ASPHALT
CONCRETE
BUILDINGS
0|wL[T PROTECTION
EROSION CONTROL NOTES
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND
FAILURE EACH ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM THE
SEDIMENT BASIN AND INLET PROTECTION V[NC[3 WHEN THE STORAGE CAPACITY
HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
wH[w THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL RE
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES xBVoTV.5^
DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO
MAINTAIN A PROPER BARRIER.
2. TEMPORARY [R03|0N CONTROL FACILITIES AND/OR PERMANENT FACILITIES
iw7EwD[D TO CONTROL EROSION OF AND EARTH DISTURBANCE VPERAT10N SHALL
BE INSTALLED 8[F0R[ ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR
AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION.
3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL B[
CONSTRUCTED PER THE DETAILS HEREIN, VRSHALL B[CONSTRUCTED |N
ACCORDANCE WITH THE NORTH CARDUNA EROSION AND SEDIMENT CONTROL
PLANNING AND 0[5|Gw MANUAL.
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCU[wR OFFICE A MINIMUM
OF *8 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES.
910-*33-3300
5.REMOVE ALL SOILS AND SEDIMENTS TRACKED 8ROTHERWISE DEPOSITED ONTO
PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS
WHEN TRACKING OCCURS.
6.LOCATE SOIL STOCKPILES NVLESS THAN TWENTY-FIVE (25)FEET FROM ANY
PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE
THAN SEVEN DAYS, STABILIZE THE STOCKPILES RYVEGETATIVE COVER, TARPS,
OR OTHER WEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT
BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES LOCATED ON PAVED
SURFACES MUST BE NV LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER
LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS.
7. wA|wTx|N ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE
UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND
REPLACE DETERIORATED, DxMAG[U, OR ROTTED EROSION CONTROL DEVICES
IMMEDIATELY.
0. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE
BEEN FINISH GRADED, AND ALL DENUDED AREAS IN wn|Cx GRADING OR SITE
BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST
EROSION DUE TO Rmw. vwwD AND RVww|mG WATER vwTom 14 DAYS. USE
SEEDING AND MULCHING, EROSION CONTROL MATTING.SODDING AND
STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE MEASURES. USE
EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED.
9. D0 NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE
PROTECTED AREA HAS UNDERGONE FINAL STAB|UZATI0N AND PERMANENT
VEGETATION HAS BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDENR
APPROVE THE ACTION PRIOR T0REMOVAL.
10. THE CONSTRUCTION ENTRANCES SHALL DE INSTALLED CONCURRENTLY vw[o THE
INITIATION OF CONSTRUCTION ACTIVITY.
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE
OVER ALL OTHER CONSTRUCTION ACTIVITIES.
12. THE PERm|TT[E SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND
PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT.
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT
IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
14. PURSUANT TO V.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS
SHALL BEw8GREATER THAN THE ANGLE THAT CAN RERETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL 0[NCE3 OR
STRUCTURES. |NANY EVENT, SLOPES LEFTEXPOSED WILL, WITHIN 7OR14
CALENDAR DAYS OF COMPLETION VFANY PHASE OF GRADING, BE PLANTED OR
OTHERWISE PROVIDED NTH TEMPORARY OR PERMANENT GROUND CVVFR, DEVICES
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S.
113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN
[R03|0N MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14
WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING
COMPLETION OF CONSTRUCTION DEVELOPMENT.
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES
3H0V44 AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT
DURING THE COURSE OF CONSTRUCTION.
10.ALL SEEDED AREAS WILL 8EFERTILIZED, RESEEDED ASNECESSARY, AND
^^^
m
u
^
n
n
c
o
c
r
//
r
ur
ouu
N/F
HW'SK0l
INC
TRACT ONE
D82709.PV302
PC#2,SUD[202
C
O
N
S
7
n
CONSTRUCTION
O
N
S
E
8
U
E
w
C
[
1. OBTAIN ALL NECESSARY PER
W
|T
S
AND
A
P
P
R
O
Y
AL
S
AND
HOLD
P
R
E
CONSTRUCTION CONFERENCE.
2* INSTALL STONE CONSTRUCTION ENTRANCES AND TEMPORARY INLET
PROTECTION
ON EXISTING CATCH BASINS WHERE SPECIFIED.
J. CONSTRUCT PERMANENT INFILTRATION BASIN TO BE USED AS « TEMPORARY
SKIMMER BASIN.
,
^
."
°
^
�
"
/
o
m
r
v
^
n
^n
n
"
/ '
\
�
\
�
)\
\
-
-
O'� / ,cn^c AND nmr"nn/ u/cnNvn ncnc
SPECIFIED.5CLEARANDGRoBTx[S|[«SwEED[D,
6. ROUGH GRAD[ THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN\ GRASSED.
7 INSTALL NEW STORM WATER PIPES.
VINSTALL EROSION CONTROL MATTING FOR S0A'EAND SLOPES ASSHOWN.
" I`^'"`` -III ""
ES
ll INSTALL INLET PROTECTION ON ALL NEW STORM WATER INLETS.'`'""""W''"E"""=~°
- INSTALL AND PREPARE -�C[COURSE.
° '"`E PARKING LOTS.
'`` FERTILIZE,SEED AND MULCH ALL REMAINING DISTURBED AREAS.
15. UPON SITE STABILIZATION, SEEK NCD[NR APPROVAL TO REMOVE ALL TEMPORARY
MEASURES,
l6. AFTER THE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FROM PERMANENT
INFILTRATION BASIN TO THE u»/«/w ELEVATION OF THE BASIN AND :»p»E«/ TO
THE DESIGN DIMENSIONS. THE INFILTRATION u*u|n SHALL BE xES/uxEu TO THE »
J DESIGN DIMENSIONS.
GROUND
�TSTABILIZATION7
A
T
8
N
CHAR
T
SITE AREA STABILIZATION STABILIZATION TIME
DESCRIPTION TIME FRAME FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITCHES 7 DAYS NONE
AND SLOPES
HIGH QUALITY
WATER (HOW) 7 DAYS NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER 7DAYS LESS IN LENGTH AND ARE
THAN 3:1 NOT STEEPER THAN 2:1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR 7-DAYS FOR SLOPES
FLATTER 14 DAYS GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS (EXCEPT FOR
NTH SLOPES FLATTER 14 DAYS PERIMETERS AND
THAN 4:1 HQW ZONES)
`\
�.
\
\
~
`
'
'
-
'
-
-
-
_
-
-
`
`
`
`
`
.
.
-
/
'
/
/
/
�
�
�
�
�
�
�
17ALL Exoonw :ownRnL wcxsuxcs SHALL BE wmw
nwco AS nu
umco IN THE
DETAILS WITHIN THE PLANS AND ACCORDING TO THE wCDEwR [KoSVw CONTROL
MANUAL. /
w5n634�2oo
�orc1*»^3
NC 6mowm6*3
(NSxSox1)
~^V
n
n
m
..
v
."
..
`
"
`
=
`
^
`
GREEN S75 EROSION CONTROL
BLANKET OR EQUAL
mvL^nco
�
17 THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARSE ON ��nE |S
� � �
STEVE DAVIS. CONTACT 910-429-5679.
�
GRADING NOTES =^LLj
1. ALL SPOT ELEVATIONS ARE TO THE EDGE OFPAVEMENT 0R FINISHED GRADE, U ~'
UNLESS VTH[R0o3[ NOTED. oo
2. THE CONTRACTOR SHALL ASSUME RESPONS|B|UTYFOR ALL LAND 0STVRR|NG o ��`` �
ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND �o
SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN ~M l/`.�
.o
ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON
NEIGHBORING ROADS.
3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE 7
�
�
CLASS B STONE
N.
TOP OF OND: 326.50'
EMERGENCY SPILLWAY: 325.40'
"ONLY EXCAVATE TO ELEV
FOR USE AS THE SKIMMER BASIN.
'(OR EQUAL) NTH A 2.8- ORIFICE FOR
DIEWATERING THE SKIMMER BASIN DURING
CONSTRUCTION. REMOVE THE SKIMMER
�AFTER CONSTRUCTION IS COMPLETE.
RIP RAP ENERGY DISSIPATOR
CLASS A STONE
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER nEusnEwmou wxn`nmcx; ~
NO FILL SHALL BE PLACED UN71L PREPARATION OF THE EXISTING GROUND HAS
BEEN COMPLETED U `INFILTRATION BASIN IS TO BE USED AS
71
N[R
ES DURING 4. PROTECTIVE MEASURES SHALL RF TAKEN BY THE CONTRACTOR AND THE VVit
GRADING PROTECT ADJACENT PROPERTY, THE PUBLIC AND V0,
,CONSTRUCTION THEN CONVERTED TO AN
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND
VTIUTY PIPES, CONDUITS, OR STRVCTUR[S, WHETHER SHOWN OR NOT ON THEA EA
\OF THE SITE. `"
"/ �� _PLaN
|T�*«LB[ HE CONTRACTOR'S RESPONSIBILITY VERIFY LOCATION 0F 5-ALL POND SLOPES MUST BE SEEDED
ALL UTILITIES OR STRUCTURES ABOVE AND BELOW CROUND, SHOWN OR NOT WITHIN SEVEN DAYS.
xo0ww ON THESE PLANS. THEY B[ HELD RESPONSIBLE ALL / / O EMERGENCY
To ANY UTILITIES OR STRUCTURES CAUSED a,HIS OP[R*�Ow. TBw: ^O COTTON SPINDLE #1 N
~'|rS VrCONSTRUCU0^''"'`"'�325��' �
6�ALL CUT AND FILL 3LVP[3 SHOULD BE |NYE3�8A7FD BOTH DURING AND AFTER *�551'/455J7 �/��y� � ^'~,^ARY
WO0`0y^49°v903.26^
NORTH AM[mCANGREEN S753.0ACTYp) UN[NTH CLASS A
GRx0NGBYTHE CONTRACTOR T0DETERMINE |FANY SLOPE 3TAB|UTY -,*---CONSTRUCTIONth Carolina
PROBLEMS D3T|F|T|3DETERMINED THAT THERE |SASLOPE STAB|UTY :1`g.16`'554 ,-` ENTRANCE E«»u«nCONTROL BLANKET »R STONE AS »nvnn
r:v'qm|ex�u:�^-'-m
-�-�-N
E``\J5�-' ,,m~�a
`
-�»m»u
n»z�nn��e
nm,
`/
PRUBU�THE EN�N[[R0FRECORD SHOULD B[NU�R[D [0UA3[[USL0PESvTH|N �s n^n^e�orm� with 1.
N°~"|Dw"""^ m-yyu,g"`""�"°""`'
,,7UAYS� oo-ewknt�olSTVCKP|U[ARExSTx»T0LLEXCEED10'|NHBGxTSHOUU]BEQRAU[DVTH (NSRS2[n1) ^������� °~'ecs and cerimy
3:1 3U]PEJ AND SURROUNDED BY SILT FENCE. NAyD 88 NCA� »»«i
� APPROVED COPIES OF THE GRADING AND [R"^'0N CONTROL PLANS SHALL BE wAvnoo �uo/o'
ON THE PERMITTED SITE w|U[ WORK IS IN PROGRESS.
no
ur
o�/Y
9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A wC'm,in
CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL HM,3 KIDS, INC|NC
FACUTI[3 TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE CONTRACTOR U « | TRACT TWO
v �}ATTT(SCALE
SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL 0B 2790, PC �62
DRAINAGE PATTERNS. PC#F, SLIDE 619B m o zo *o vo 160
1&ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BEREPORTED TO
THE ENGINEER OFRECORD PRIOR TOIMPLEMENTATION OF THE CHANGE. "
11. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL BE UwBD U U
WITH NORTH AMER|CAN GREEN 375 TEMPORARY EROSION CONTROL BLANKET OR
EQUAL SUBSTITUTE. K����haut^^-�&°�K�^�~"
IN FEET
12� CONTRACTORSHALLV[R|FYLOCA�ONSOFD0WNSPV0TSUS|NGTHE liuob= 40)
ft .aRCH|TECTURAL PLANS PRIOR TO CONSTRUCTION.
0 I aNbeUd=e you dVv.
v � n
��� CONTRACTOR
U���� CONTACT
������ ����N N�� ^��� CALL ������� �� � ��� ��� ���� � U�N�NU��U� ��� �� �^�N��� ���N^�� �^� ��N��^�N�^� N� ��������� �^� ���� ���� ��N��N�^� UTILITIES
LOCATED
��-N����^��vN��N N��v����������)N �����K��������N U'���vN�&N�-N��^�����������NU����������N�������k��������U��N��������N U���������������w����������W1�UNU��NN��N��U���.��-����N-N��������~�»�-���N������N�.����N��|��UNN��%�|NU����v����������� N��«�-N������� U��|�������N����NQ'�����vNN���NN�����
ERB
Co
E R jB>,
TEMPORARY
F CONSTRUCTION
ENTRANCE
41,
324
�RE AAY
`\
�.
\
\
~
`
'
'
-
'
-
-
-
_
-
-
`
`
`
`
`
.
.
-
/
'
/
/
/
�
�
�
�
�
�
�
17ALL Exoonw :ownRnL wcxsuxcs SHALL BE wmw
nwco AS nu
umco IN THE
DETAILS WITHIN THE PLANS AND ACCORDING TO THE wCDEwR [KoSVw CONTROL
MANUAL. /
w5n634�2oo
�orc1*»^3
NC 6mowm6*3
(NSxSox1)
~^V
n
n
m
..
v
."
..
`
"
`
=
`
^
`
GREEN S75 EROSION CONTROL
BLANKET OR EQUAL
mvL^nco
�
17 THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARSE ON ��nE |S
� � �
STEVE DAVIS. CONTACT 910-429-5679.
�
GRADING NOTES =^LLj
1. ALL SPOT ELEVATIONS ARE TO THE EDGE OFPAVEMENT 0R FINISHED GRADE, U ~'
UNLESS VTH[R0o3[ NOTED. oo
2. THE CONTRACTOR SHALL ASSUME RESPONS|B|UTYFOR ALL LAND 0STVRR|NG o ��`` �
ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND �o
SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN ~M l/`.�
.o
ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON
NEIGHBORING ROADS.
3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE 7
�
�
CLASS B STONE
N.
TOP OF OND: 326.50'
EMERGENCY SPILLWAY: 325.40'
"ONLY EXCAVATE TO ELEV
FOR USE AS THE SKIMMER BASIN.
'(OR EQUAL) NTH A 2.8- ORIFICE FOR
DIEWATERING THE SKIMMER BASIN DURING
CONSTRUCTION. REMOVE THE SKIMMER
�AFTER CONSTRUCTION IS COMPLETE.
RIP RAP ENERGY DISSIPATOR
CLASS A STONE
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER nEusnEwmou wxn`nmcx; ~
NO FILL SHALL BE PLACED UN71L PREPARATION OF THE EXISTING GROUND HAS
BEEN COMPLETED U `INFILTRATION BASIN IS TO BE USED AS
71
N[R
ES DURING 4. PROTECTIVE MEASURES SHALL RF TAKEN BY THE CONTRACTOR AND THE VVit
GRADING PROTECT ADJACENT PROPERTY, THE PUBLIC AND V0,
,CONSTRUCTION THEN CONVERTED TO AN
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND
VTIUTY PIPES, CONDUITS, OR STRVCTUR[S, WHETHER SHOWN OR NOT ON THEA EA
\OF THE SITE. `"
"/ �� _PLaN
|T�*«LB[ HE CONTRACTOR'S RESPONSIBILITY VERIFY LOCATION 0F 5-ALL POND SLOPES MUST BE SEEDED
ALL UTILITIES OR STRUCTURES ABOVE AND BELOW CROUND, SHOWN OR NOT WITHIN SEVEN DAYS.
xo0ww ON THESE PLANS. THEY B[ HELD RESPONSIBLE ALL / / O EMERGENCY
To ANY UTILITIES OR STRUCTURES CAUSED a,HIS OP[R*�Ow. TBw: ^O COTTON SPINDLE #1 N
~'|rS VrCONSTRUCU0^''"'`"'�325��' �
6�ALL CUT AND FILL 3LVP[3 SHOULD BE |NYE3�8A7FD BOTH DURING AND AFTER *�551'/455J7 �/��y� � ^'~,^ARY
WO0`0y^49°v903.26^
NORTH AM[mCANGREEN S753.0ACTYp) UN[NTH CLASS A
GRx0NGBYTHE CONTRACTOR T0DETERMINE |FANY SLOPE 3TAB|UTY -,*---CONSTRUCTIONth Carolina
PROBLEMS D3T|F|T|3DETERMINED THAT THERE |SASLOPE STAB|UTY :1`g.16`'554 ,-` ENTRANCE E«»u«nCONTROL BLANKET »R STONE AS »nvnn
r:v'qm|ex�u:�^-'-m
-�-�-N
E``\J5�-' ,,m~�a
`
-�»m»u
n»z�nn��e
nm,
`/
PRUBU�THE EN�N[[R0FRECORD SHOULD B[NU�R[D [0UA3[[USL0PESvTH|N �s n^n^e�orm� with 1.
N°~"|Dw"""^ m-yyu,g"`""�"°""`'
,,7UAYS� oo-ewknt�olSTVCKP|U[ARExSTx»T0LLEXCEED10'|NHBGxTSHOUU]BEQRAU[DVTH (NSRS2[n1) ^������� °~'ecs and cerimy
3:1 3U]PEJ AND SURROUNDED BY SILT FENCE. NAyD 88 NCA� »»«i
� APPROVED COPIES OF THE GRADING AND [R"^'0N CONTROL PLANS SHALL BE wAvnoo �uo/o'
ON THE PERMITTED SITE w|U[ WORK IS IN PROGRESS.
no
ur
o�/Y
9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A wC'm,in
CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL HM,3 KIDS, INC|NC
FACUTI[3 TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE CONTRACTOR U « | TRACT TWO
v �}ATTT(SCALE
SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL 0B 2790, PC �62
DRAINAGE PATTERNS. PC#F, SLIDE 619B m o zo *o vo 160
1&ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BEREPORTED TO
THE ENGINEER OFRECORD PRIOR TOIMPLEMENTATION OF THE CHANGE. "
11. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL BE UwBD U U
WITH NORTH AMER|CAN GREEN 375 TEMPORARY EROSION CONTROL BLANKET OR
EQUAL SUBSTITUTE. K����haut^^-�&°�K�^�~"
IN FEET
12� CONTRACTORSHALLV[R|FYLOCA�ONSOFD0WNSPV0TSUS|NGTHE liuob= 40)
ft .aRCH|TECTURAL PLANS PRIOR TO CONSTRUCTION.
0 I aNbeUd=e you dVv.
v � n
��� CONTRACTOR
U���� CONTACT
������ ����N N�� ^��� CALL ������� �� � ��� ��� ���� � U�N�NU��U� ��� �� �^�N��� ���N^�� �^� ��N��^�N�^� N� ��������� �^� ���� ���� ��N��N�^� UTILITIES
LOCATED
��-N����^��vN��N N��v����������)N �����K��������N U'���vN�&N�-N��^�����������NU����������N�������k��������U��N��������N U���������������w����������W1�UNU��NN��N��U���.��-����N-N��������~�»�-���N������N�.����N��|��UNN��%�|NU����v����������� N��«�-N������� U��|�������N����NQ'�����vNN���NN�����
ERB
Co
E R jB>,
TEMPORARY
F CONSTRUCTION
ENTRANCE
41,
324
�RE AAY
324
�RE AAY
ON
JN
SKIMMER 0
409Chicago Prive - �512
�������n z�o
Ph^or(9*)�26677
fax (9/*)4z(-s777
uceo,eNumber (-z5'
��� ��A �~
����� ~��U U ��~
o
���U �_~A�����U��w
^~°�����~~�� ���U��~~~�,UU���~~
REVISIONS
EW
PROJECT NAIV E
�����NUJU �����
V������NU�V� ����N�
��� �� ��-�' ��"� AND
������N����
��V���N��N�
�������������
��o������ N PLAN
N ���
��v���N��N����N 0m�N��N��
�~���=��.�r�=� ������
U�N�����'����
������ ��|�����
rFOAOYOEOT
METAL BUIL )ING SYSTEMS
PRE-ENGINEEFff D STEEL BUILDINGS
912C8d@r Creek Road
Fayetteville,N0rt| C8roliA8283OG
Phone: [phone]
PROJECT INK.RMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
DRAWING SCP LE
HORIZONTAL: 1"=40'
DATE RELEAS --_D
MAI ICH12/2013
SHEET NUMBE R

TO SITE °I"''Jl
LEGEND:
ERBO ERB—EXISTING REBAR
CP
SPOUT SPRINGS
0 CP—COMPUTED POINT
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
CPP — CORRUGATED PLASTIC PIPE
RCP — REINFORCED CONCRETE PIPE
CI — CURB INLET
DI — DROP INLET
PROPERTY LINE
— ADJACENT PROPERTY LINE
87
----RIGHT—OF—WAY
�C-7
C7
su STORM DRAINAGE
OVERHEAD UILITY
"�,. ✓�'`--�G TREE LINE
�"
Q� r4m)FTm
® SIGN
® MAILBOX
HVAC UNIT
ee ELECTRICAL BOX
VICINITYMAP
mTRANSFORMER
0 LIGHT POLE
NOT TO SCALE
PP. UTILITY POLE
N WATER VALVE
FIRE HYDRANT
WATER SPIGOT
® CATCH BASIN
® DROP INLET
^C0 CLEANOUT
® TREE
RIP RAP
ASPHALT
CONCRETE
BUILDINGS
X PROPOSED WATER METER
0 PROPOSED BACK FLOW PREVENTER
UTILITY NOTES
1. THE CONTRACTOR SHALL MAINTAIN A SET OF RED LINE AS—BUILTS DURING THE
CONSTRUCTION OF THE WATER LINE. ALL DEVIATIONS FROM THE PLAN SHALL BE
NOTED ON THE AS —BUILT DRAWINGS. ALL VALVES AND CHANGE IN DIRECTION OF
THE WATER LINE SHALL BE LOCATED WITH A MINIMUM OF TWO DISTANCES FROM
A KNOWN OBJECT. THE CONTRACTOR WILL PROVIDE THE AS —BUILT DRAWINGS TO
THE OWNER TO BE USED FOR THE WATER LINE CERTIFICATION AT THE
COMPLETION OF THE PROJECT.
2. ANY WATER ENTERING THE SANITARY SEWER SYSTEM TO BE CONSTRUCTED
UNDER THE APPROVED PLANS SHALL NOT BE DISCHARGED TO THE EXISTING
SEWER SYSTEM. PLUGS SHALL BE INSTALLED IN EXISTING MANHOLES AS
NECESSARY TO PERMIT PUMPING THE NEW SYSTEM CLEAR OF WATER AND
DEBRIS PRIOR TO ACCEPTANCE BY THE CITY. CARE SHALL BE EXERCISED IN
LOCATING PLUGS TO AVOID INTERRUPTING SERVICE TO EXISTING CONNECTIONS.
MECHANICAL PLUGS OR MORTAR AND BRICK MUST BE USED. INFLATABLE
DEVICES ARE NOT ALLOWED
3. HORIZONTAL DIMENSIONS GIVEN FOR UNDERGROUND UTILITY TIES ARE
APPROXIMATE UNLESS OTHERWISE NOTED.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY
COMPANIES AFFECTED BY THE PROPOSED WORK.
5. THE GENERAL CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS TO
COMPLETE THE PROPOSED WORK, AND SHALL COMPLY WITH ALL LOCAL, STATE,
AND FEDERAL REGULATIONS
6. PIPE SHALL BE LAID UPSTREAM WITH THE SPIGOT ENDS POINTING DOWNSTREAM.
ALL PIPES SHALL BE PLACED TRUE TO LINE AND GRADE WITH ENDS ABUTTING,
CAREFULLY CENTERED, AND WITH A SMOOTH INVERT AT THE JOINT.
7. MINIMUM SEPARATION BETWEEN SEWER (STORM OR SANITARY) AND WATER LINES
SHALL BE 10' HORIZONTAL OR 18" VERTICAL UNLESS NOTED OTHERWISE. MINIMUM
VERTICAL SEPARATION BETWEEN SANITARY SEWER AND STORM SEWER SHALL BE
24" UNLESS NOTED OTHERWISE.
8. ALL MAINS, LATERALS AND APPURTENANCES SHALL BE TESTED IN ACCORDANCE
WITH HCDPU AND NCDENR TECHNICAL SPECIFICATIONS.
9. ALL MATERIALS SHALL BE APPROVED BY HCDPU BEFORE INSTALLATION.
10. ALL SEWER SERVICES SHALL BE 4" PVC WITH A MINIMUM SLOPE OF 2%
11. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF RECORD AND HCDPU A
MINIMUM OF 48 HOURS BEFORE CONSTRUCTION OF THE WATER LINE AND
SANITARY SEWER LINE BEGINS. THE CONTRACTOR SHALL ALSO NOTIFY THE
ENGINEER OF RECORD AND HCDPU 48 HOURS IN ADVANCE OF ALL TESTING.
12. ALL ELEVATIONS ARE IN NAVD 88 DATUM.
1
!
I
1
1
i
1
1
1
�
1
l
1
,I
i
i
-N: 551.634.253
E: 1.987.501.003
NC GRID NAD 83
(NSRS 2011)
NAVD 88
f
�
,
N/F
2 5
HM'S KIDS, INC
TRACT ONE IV
DB 2799, PG 362
PC#2, SLIDE 202
N_Ti
t
I
ME
Yx
/
f
r
y
Know what's beiow.
Call before you dig. I
' 1 ( IN FEET )
' # 1
II inch = 40 ft.
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
409 Chicago Drive - fx to 112
Faye[ke,ALLe. Nor[h Carc na 28506
Phane (910) 426-67/ 7
Fax [phone]
License Number: C-25` 4
4d SIT E
601_U--ION�5 INC
�ENytNEE¢INS �SN¢VEY �C,GS �CONJTP.IJC1bN LGYOIR�
REVISIONS
z
gal O
Ci
y�
z
Z <
�+ O
^L 0
J u
0
w
W
P< W
J
ZLLJ
W
W1
PROJECT NAN E
SPOUT
SPRWGS
CHURCH
ADDITION
UTILITY PLAN
CLIENT
MIKE EVANS
FAYET TEVILLE
METAL BUIL )ING SYSTEMS
PRE -ENGINEER[ D STEEL BUILDINGS
910 - 486 - 5120
912 Cedar Creek Road
Fayetteville, Nortl Carolina 28306
Phone: [phone]
Fax: [phone]
PROJECT INKRMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTI`
PROJECT NUMBEI 1:
766
DRAWING SCP LE
HORIZONTAL: 1 "=40'
DATE RELEAS?D
MAI ICH 12, 2013
SHEET NUMBE R
C-400

350
345
340
335
330
325
320
315
310
DI #8783 TO PO-3
STORM DRAIN -0+50 TO 3+50
.... .........................................................................
-
....
..._........_
..............................................................
_....._.....
..................................
......... ..........
_...... .._._.........
...-.......
__. _ ........_
-
......_..
_..
.......
_..... _...._. ...
......
n
!� N
l_..
...._.iG� _.. .........
.........
____. __ ........
__...__. .......
.._.....
___.__..... .. __- ........................................................................................
_...... .........
0 0�
................_ ........
;.......
o 00
m
O N
nmNM
< 'M
o.....................
___..__
......._. __.
_. __..
O ^N
M
I
Q
M
m+
a
0 R"O
o ma
._............................ ._m
_aa>
__
....... .....
__-____ .........
_...
_...
................
o m
.._...... ..._-__........
-. ...._... ........
......... .........
O
................................. .......... .................
fA U?
.......... ........
........ ___--
.........
......... ..........
_.._
Nown
n6li N-.
......
......... .........
_. .......
--_ ........___. ..-....
�__.
M
I'MMF
... ....
-..__..
....._..
...-.
�........................
...._ \\ ....._
..or�iz
_........._-_..
_..... -. --Q - -- - -
4Z9s---
25%
l ep \
15 RCP1
._.._.
.. pR \
q�f
..
-- -- ---
60
�$
------ -- - —
- -
1233 2 LF
JI ....._.
®1
-.
___..... -- -
...... ....
WN ...
:.
-.:.
78% 15 RCP.....
?;
mr'
MNO
123 51 \
®
227%
a
_.....
N?
.........._...
.........
is,
EXISTING BOX MAY NEED REPLACING
RCP
INCREASED DEPTH
...... ............ ... ......._.....
_..._...
.'
,.,. ___...
..... .._ ....
.....
..._.... .........
.....
....
.......
FkjSn.. \
.....
GRgOf
.......... ...
.........
.........
--
.... ...........
.........
_.....
.........
...... .....
......... ..............
......... .........
................ . _.......
.........................................
.........
.........
.......
_._._... .........
.........
_....
............. ..
M
N
O
0O n
Obi
00
M
OM
O
M
,.Nj
MM]
M
,.Nj M
pNj
M
M M
M
M
350
345
340
335
330
325
320
315
310
0+00 1+00 2+00 3+00 3+50
bi�m ru... sae dacumens ::;
North Garolinr
rules raudug that the storm.;., system designer
I s A during wnstuulor,,, c wnformity with the
r spocs; and c r +f,i r u li
r las-, SAA
�f �W 307303 Dae�%/i�f'/2o /1
GRAPHIC SCALE
40 0 20 40 80 160
( IN FEET )
I inch = 40 ft.
409 Chicago Drive - 5i to t12
Fayekevil-La North Car, na 28506
Phone [phone]T 7 \�\\
Fax [phone] j
License Number: C-23`_ 1 \�
boLU--IoNb INC
A"gNG iK A SuRVGY , A4v5 A CaN3TzucC ow Yoa A
EW
PROJECT NAN E
SPOUT
SPRINGS
CHURCH
ADDITION
STORM DRAIN
PROFILE
CLIENT
MIKE EVANS
III FA71 TEVILLE
METAL BUIL )ING SYSTEMS
PRE-ENGINEERE D STEEL BUILDINGS
910 - 486 - 5120
912 Cedar Creek Road
Fayetteville, Nortl Carolina 28306
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBEI I:
766
DRAWING SCP LE
HORIZONTAL: I "=40'
VERTICAL: 1 "= I'
DATE RELEAS?D
MAI ICH 12, 2013
SHEET NUMBE R
C-5nO

FINISH
GRADE
Z v
119.0E
CARRY BASE COURSE 6"
g• BEYOND SURFACE COURSE
AT LOCATIONS WITHOUT
CURB AND GUTTER
SF9.5A
COMPACTED ABCCOMPACTED
SUBGRADE
1 HEAVY DUTY PAVEMENT
ACCESSIBLE PARKING REQUIREMENTS
PARKINGMINIMUM
SPACES
PROVIDED
NUMBER
OF ACCESSIBLETOTAL SPACES
SPACES REWIRED
YNINUM NUMBER OF
ACCESSIBLE SPACES REQUIRED
TO BE VAN ACCESSIBLE
1 TO 25
1
1
26 TO 50
2
1
51 TO 75
3
76 TO 100
4
101 TO ISO
5
1
151 TO 200
6
1
201 TO 300
7
1
301 TO 40D
8
1
401 TO 500
9
2
501 TO 1000
25 OF TOTAL
1 SS EVERT 8
ACCESSIBLE SPACES
1001 AND OVER
20 PLUS 1 FDR
EACH 100 OYEA 1ODD
1 N EVERY 8
ACCESSIBLE SPACES
41a .4 1 (e))FO MEDIfr�A Ff1RE ACWTE mwnES AM (AM).
NOTI
1. AL 12'XI8' ACCESSIBLE SIGNS OD-e h R7-1)
SHAIL BE MOUNTED AT 7 FEET FROM GRAVE
TO BOTTOM EDGE OF SIGN FACE (WTCD).
MOUNTING HEIGHT CAN BE REDUCED TO
5 FEET F PLACED N AN AREA SEMEN
SIDENAUC AND BUILDING FACE N wMCH
PEBESlNANS ARE NOT ExPET:Tm TO USE-
2- REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (WICO)
US. DEPNDMEKr OF TRANSPORTATION AM NORTH CAROUNA
DEPARTMENT OF TRANSPORTATION SUPPLEMENT
3. IF ACCEsSBLE ROUTE IS A RAISED SDENAK AREA, THEN
RAMPS ARE REWIRED AT LOADING ZONE AREA
4. ALL DIMENSIONS PAVEMENT MARKINGS AND SIGNWE SHALL COMPLY
WITH CURRENT ADA REQUIREMENTS.
5
8
TOP OF POND
6'-0"
67x6" CONCRETE WHEEL STOP
LAG BOLTS & ANCHORS
SUPPLIED W/ WHEEL STOP.
NTS
\_ COMPACTED
SUBGRADE
CARRY BASE COURSE 6"
BEYOND SURFACE COURSE
AT LOCATIONS WITHOUT
CURB AND GUTTER
2 LIGHT DUTY PAVEMENT
RESERVED PARKING RESERVED
PARKING MUfCA YUTCD PARKING
R7� R7-I
12'X18' DISA9LED 12'x18' MUTCD
R7-8
PASSENGER 12'X16'
LOADING
ONLY
VAN RM.-aD R7-eD
ACCESSIBLE 12 z8' REQUIRED ACCESSIBLE MAXIMIVM 12"xs'
RESERVED PARKING SIGN PENALTY
S zso
MAXIMIUM
PENALTY R7*-
$ 250
IPACTED
4,000 PSI CONCRETE SLAB
6x6 W14xW14 WWM.
CV - 5 g iky.✓ r ✓`.*✓-+I+i g,.. >Fi,7 AA
4" STONE BASE
EXPANSION JOINTS SHALL BE
20 FEET +/- O.C.
CONTROL JOINTS EVERY 10 FEET
NTS I I NTS
ACCESSIBLE ROUTE
(SEE NOTE 3)
8' 8' 8' 8' 5' 8-
VAN
ACCESSIBLE (MINIMUM DIMENSIONS)
SPACE
ONE OUT OF EVERY EIGHT (8) ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
PARKING SPACE PAVEMENT MARKINGS
HANDICAP SIGNAGE AND PAVEMENT MARKINGS
CONCRETE WHEEL STOP
SEE PLAN FOR RIP
RW THIDOESS
F PAVEMENT
NTS
3
5
UJ
CLASS B STONE /
SEE PUN FORPLM FOR THE
\\ \/� / TIDE WWAYY WHICH IS TH ! F
' /
EIEVATDN MEW THE FABRIC
FILTER FABRIC MEETS THE STONE
SEE PLAN FOR
%tMY WIDTH
SPILLWAY CROSS SECTION
1. INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE ACHIEVEMENT
OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT
CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE
EMERGENCY SPILLWAY.
2. ALTERNATIVE MATERIALS MAY BE USED OTHER THAN THE SPECIFIED STONE IF
APPROVED BY THE DESIGN ENGINEER.
3. MAX SIDE SLOPES ARE 3:1 NTS
1. REMOVE ALL TREATED OR PLASTIC COATED
BURLAP FROM PLANT BALL
2. INSTALL TOP OF PLANT BALL UP TO
3"-4" ABOVE EXISTING GRADE.
3. SOAK PLANT BALL AND PIT IMMEDIATELY
AFTER INSTALLATION.
4. REMOVE ALL STRING OR WIRE FROM
BASE OF TREE
5. KEEP MULCH 2" AWAY FROM TREE
TRUNK BASE.
FINISHED GRADE-
ELI SAUCER BERM
� z
aE12
�
O
J
m
O
O
X
N
10
-MINIMUM OMIT OF MULCH
TOPSOIL REMOVED FROM HOLE
NTS
3" LAYER OF MULCH
4" SAUCER BERM TO
RETAIN WATER.
REMOVE TOP 1/3 OF
BURLAP FROM BALL
TOPSOIL REMOVED FROM HOLE
UNDISTURBED GROUND
UNDER BALL TO MINIMIZE
SETTLEMENT
NTS
TREE PLANTING
GABION SPECIFICATIONS
MATERIAL
GABIONS SHALL BE MADE OF WELDED STEEL WARE MESH OF A
NOMINAL SIZE OF 3' X 3'. THE WELDED STEEL WIRE SHALL BE PVC
COATED IN ALL APPLICATIONS PERTAINING TO THE GABION.
DIMENSIONS
GABIONS SHALL BE BUILT IN VARIOUS LENGTHS AND HEIGHTS. THE
LENGTH SHALL BE IN MULTIPLES
OF THE WIDTH. THE WIDTH SHALL NOT BE LESS THAN 3. DIMENSIONS
FOR HEIGHTS, WIDTHS AND LENGTHS ARE SUBJECT THE APPLICATION
AND PURPOSE. IF THE LENGTH IS INCREASED BY A MULTIPLE OF THE
WIDTH THE BASKET SHALL HAVE A WIRE WALL DIAPHRAGM SEWN INTO
ITS INTERIOR TO MAINTAIN THE SHAPE OF THE BASKET.
FABRICATION
GABIONS SHALL BE FABRICATED IN SUCH AWAY THAT THE BASE SIDES
LIDS ENDS AND DIAPHRAGMS CAN BE ASSEMBLED AT THE
CONSTRUCTION SITE INTO A RECTANGULAR UNIT OF THE SPECIFIED
SIZE. THE LID SHALL BE A SEPARATE UNIT OF THE SAME MESH AND
WIRE SPECIFICATIONS AS THE BODY. THE WELD SHEAR STRENGTH
SHALL COMPLY WITH ASTM A-185-90A. WHERE THE LENGTH OF THE
GABION EXCEEDS ITS WIDTH, THE GABION SHALL BE DIVIDED BY
DIAPHRAGMS INTO CELLS OF EQUAL LENGTH. THE WIRE MESH SHALL
BE MADE OF GALVANIZED STEEL WRE HAVING A MINIMUM DIAMETER
OF 3 MM. ALL WIRE USED IN THE FABRICATION OF THE GABION AND IN
THE WIRING OPERATIONS SHALL CONFORM TO US FEDERAL
SPECIFICATION DO-W< 11­1 AND POSSESS A SOFT TENSILESTRENGTH
WITH A CLASS 3 FINISH 5 ZINC COATING IN ACCORDANCE WITH ASTM
Ao41. PREFORMED STEEL WIRE SPIRAL BINDERS WTH A 3' PITCH ARE
USED TO ASSEMBLE AND INTERCONNECT EMPTY GABIONS AND SHALL
MEET THE SAME SPECIFICATION AS THE WIRE USED IN THE MESH.
AFTER ASSEMBLY, THE INDIVIDUAL GABION UNITS ARE
INTERCONNECTED USING THE SAME WIRE AND THE CONNECTION
SHOULD BE MADE NO LESS THAN EVERY T ALONG THE PERIMETER.
THEY SHOULD T HEN FILLED WTH CLEAN, HARD STONE FROM 4' -8'IN
DIAMETER. THE LIDS ARE THEN CLOSED AND JOINED TO THE TOP
EDGES OF THE INDIVIDUAL GABIONS AND DIAPHRAGMS. THE USE OF
EXPEDIENT CLIPS OR HOG RINGS FOR THIS PURPOSE IS NOT
PERMITTED
IF PROPERLY CONSTRUCTED, THE LIDS AND PANELS SHOULD MEET
CLOSELY W THOUT GAPS AND THAT THE TIES PROVIDE A TIGHT JOINT
AT ALL PANELS AND DIAPHRAGMS. NTS
GABION BAFFLE
3 CONCRETE PAVEMENT SECTION
ISOMETRIC VIEW
4" MULCH
TOP OF RC
1" ABOVE 1
CLEAN BAC
AND FINISH
2" MOUND
UNDISTURBI
11
mDIALK
3R 8 A B
UTAIIY SMRF 0.01 IW
0.02 (1f! OA/ MAX
1P DM BOB 0.02 (NOR
0 2­11' IAMB /` 0.04 (NE81)
Uf1ER SON)/
SECTION B-B
g-0' Y-4' 6-O'
SBEWNK
I aAe
I .
TOP OF
7RNBIg11
DROP
CROTWIN"aITB
TWIN"
I
QI IFl
VAEIBE SiDM NOT
TO D W IZ7
SECTION A -A
win
PLAN VIEW
1. IYLBOP RVPS S U E R//OD M AL
WNW Pon SKIS
WX 25` RDI
2 WNW HIPS SVIL E MI%IUS1 R11
FLOOR �NW! TRACTION]
NTS
[NOT PEE FOR IEWM AD. m �6
HANDICAP RAMP
SHRUB PLANTING
SUBGRADE
15 GRAVEL PARKING LOT
NTS
FPACTED
NTS
I
16'
4 DUMPSTER PAD
1/6' RADIUS JOINT SEALER
1/8' TO 1/4'
4•
LV
1/2• F� FILLER GROOVE JOINT IN SIDEWALK
TRANSVERSE EXPANSION
JOINT INJOINT IN SID3L��ALK
1. PRINCE CONTROL JONIS AT OISDNCE EQK TO WDTH OF
SDEw PROBE 1/f DO'. Xm WITH PNE-WOED EJ.
R m AT WX 3V O.C.
Z CONQEW CONIFFMIE SIRENGIH Mi E 3000 PSL
N 28 MYS
7 CONCRETE WALK
INFILTRATION BASIN
NOTE: THIS CROSS SECTION IS TO BE USED FOR THE
ENTIRE LENGTH OF THE BASIN.
I SEE PLAN FOR WIDTH 1
409 Chicago Drive - 5i ie 112
FayeHe✓IL(e, North Car, na 28506
Phone [phone] �
Fax [phone]
License Number. C-25_ I1
4 D ,5 :
50L_U- 10N,5
�ENGINEGYIN!�5u¢�ET �C, P., �coNTzu,
Lj
tlCARoi//,ess
SEAGiN/GIN,.TT
!1llt_{,2-13
NTS
./ Z
0
Z U
(0
Qz
C)
0
Ll
O
J w
[� <
w
J
ZLET
PROJECT NAN E
SPOUT
NTS sPRiniGs
CHURCH
ADDITION
EXISTING SITE & STORE � GRASS GROUND
DETAILS
SEE PLAN FOR
it 1..:..` DEPTH .,,.,''" 1
I- J
3
.�h�I;JII, 4" MIN. CLEAN SAND WRAPPED
,II1 F}1,=di IN GEOTEXTILE FILTER FABRIC
COMPACTED _.II_
SUBGRADE SEE PLAN CONSTRUCTION SPECIFICATIONS:
1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER
OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA. CLIENT
2. EXCAVATE THE BASIN AND SHAPE IT TO NEAT LINES AND lA
DIMENSIONS SHOWN ON THE PLANS PLUS 0.2 FT OVERCUT
AROUND THE CHANNEL PERIMEDPRETERTO ALLOW
AND R MIKE E� ANS
BULKING DURING SEEDBED PREPARATIONS AND SOD F
BUILDUP.
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL
SO THAT SURFACE WATER MAY ENTER THE BASIN FREELY.
4. ESTABLISH GRASS IN THE BASIN IMMEDIATELY.
MAINTENANCE 8 CONSTRUCTION: FItAY1E' T TI.IE/�VI�/LLE
1. INSPECT THE BASIN FOR EROSION ONCE A WEEK AND AFTER EVERY RAINFALL METAL BUILDING S 1 Q�Ch..
2. IMMEDATELY REPAIR AND/OR REPLACE ANY DAMAGED AREAS. v v v GI'
3. MAINTAIN PROPER CROSS SECTION UNTIL THE DITCH IS STABLE. PRE-ENGINEERE D STEEL BUILDIN
4. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES. NTS F9 1 0 - 486 - 5 1 2 1
12 INFILTRATION BASIN CROSS SECTION 912 Cedar Creek Road
Fayetteville, Nortl Carolina 28306
Phone: [phone]
Fax: [phone]
PROJECT INFC ,RMATION
DESIGNED BY: E
DRAWN BY: E
CHECKED BY: S(
PROJECT NUMBEI 1:
DRAWING SCA LE
NOT TO SCALE
DATE RELEASED
BD MAI ICH 12, 2013
=U ' •r .:. '�Se dOCUmems i6
raquireo t:y .rt s;,,r,rwa.:r -dt. Noth Carolina
rules rDGaire that the t r �, systam designer
er.t during Donstuct,or. f:,, -Dntormlty with t" SHEET NUMBE R
-,d specs; and Certity
a sr Tines 1 5AN"^.G2I n!,gl; ,
,/30303 C"te /7 2Otz
C-70C
NC, D v sIr ::: �'a QL all*`
13
EMERGENCY SPILLWAY
14