SW6140902_APPROVED PLANS_20141010

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

VICI
NO!
EXIST
WATER A
PWC OF FAIY
955 Old Wilmngl
Fayetteville, NoA
910-223-4734
Contact: Join All
SITE
a 1
i
mm -
OWNER/D=EVELOPE-R SURVEYOR
4D SITE SOLUTIONS, INC. CAVINESS LAND DEVELOPMENT, INC. 4D SITE SOLUTIONS, INC.
• 409 Chicago Drive - Suite 112
o
Fayetteville, North Carolina 28306
R c 1/F- 910-42 6-6777
Know what's below. 1j 14
Call before you dig. Contact: Scott Brown, PE
email: [e-mail]
639 Executive Place, Suite 400
Fayetteville,North Carolina 28305
910-481-0503
Contact: Watson Caviness
email: [e-mail]
409 Chicago Drive - Suite 112
Fayetteville, North Carolina 28306
910-426-6777
Contact: Jimmy Holland, PLS
email: [e-mail]
Approved Stormwater Permit Documents
Construction in accordance with these documents is
requlred by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
plans and spars; and certify complience withthe
stormwater rules. (15A NCAC 2H .1008(j))
Permit # i�G✓ C 1460L, Date /O •/D.
by
Sheet#Revision Date C/./L-? /
409 Chicago Drive -.suite 112
FayetWtL North Carolina 28306
Fax (W) 42 5777 \\\
License Number. C-2354
4d ,5ITL
�501LUTION�5, INC
AcN MccanK A�VLrgG AcP�A,�Tm,,T��,Oo A
REVISIONS
PROJECT NAME
BLACKBRIDGE
VILLAGE
SUBDIVISION
ZERO LOT LINE
TAX ID# 0403-56-8794
BLACKBRIDGE ROAD
ROCKFISH TOWNSHIP
NEAR TOWN OF HOPE MILLS
CUMBERLAND COUNTY
NORTH CAROLINA
CLIENT
639 Executive Place, Suite 400
Fayetteville, North Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
843
DRAWING SCALE
SEE SHEETS
DATE RELEASED
SEPTEMBER16,2014
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

\SOS
O S \
J 47) ` \
/
y'Py EAST COAST HOMES, INC / �� BY COORDINATE COMPUTATION SOURCE OF TITLE
OS F ! / DB 9161, PG 343 AREA: ( ) NOTES,
00 ! p of N: 436,831.320 PB 114, PG 132 �. DB 5753, PG 883 1. ALL DISTANCES SHOWN ARE HORIZONTAL ROUND DISTANCES
6 2 e z.00s.1z6sn, zoNlNc RID / 46) �� 880,588 SF (20.22 AC)
GOV DR s / 146 CUMBERLAND COUNTY UNLESS OTHERWISE NOTED.
SPKES NC GRID
01NAD 83'` N/F / ` REGISTER OF DEEDS 2. COMBINED SCALE FACTOR: 0.99988624
HpME 5 ( ) - TM OF
/ sTEPHAwE L. KIRer PIN N0: 0403-56-8794 LOCALIZATION POINT N: 437,286.435 E: 2,06,230.868
DB 7370, PG 593 CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVEY
N68'19'18"E 's PB 114, PG 132 / EASEMENT REFERENCES:
,A 20 49' TIE >S zoN1Nc R10 \a5) / ` ZONING: R-7,5 DB 3032, PG 594 VIRTUAL REFERENCE SYSTEM.
N G� o SITE / 1Re%'',,; >3• "/F a DB 3052, PG 139 3 WERE ESTABLISHED. THE HORIZONTAL USING SI GRTHE NRTHTICAL �CAROLINA GEODETIFOR THIS C
B G / DANILO A. GREEN AND
v O l \ / SURVEY VIRTUAL REFERENCE SYSTEM.
�'� S/B" WIFE KATHRYN L. GREEN � 30' FRONT
N/F ERB DB ]459, PG 828-� �� 10' SIDE
(� 'P PB 459 PG 182 1 44 REFERENCED 4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
t-JOHNNIE H. BUNNELLS & WIFE, ZONING R10 �) . 35' REAR DB 449, PG 283 INFORMATION REFERENCED ON THE FACE OF THIS MAP.
Z �O Up y0� ELEANOR YATES BUNNELLS yA / N/F / 5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
DB 3320, PG 260 THIS SURVEY.
o VF l Sl DB 4024, PG 232 ^ lg3 \ ROBERT W. WANNAMAKER AND , DB 3583, PG 235 PG PB 626. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEAR04
O o 'P , 93 / 9g• WIFE ANNA JENNINGS WANNAMAKER �� DB 3724, PG 357
G r DB 7384, PG 315 \ 3-) / DB 4024, PG 232 AND R BASED ON REFERENCED INFORMATION SHOWN HERE ON.
2 PB 114, PG 132 1 43 �
ZONING RIO DB 6957, PG 140 OTHER DOCUMENTS RT . N RECORD MAY EXIST IS A COULD
\ / N/F %� DB 7231, PG 136 AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY
s/e' 2 JESSIE W. SASSER AND / THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY
0 PP \ ERB ERB WIFE LISA L. SASSER / �� `\ DB 7240, PG 63
o-p °N .x DB 7394, PG 176 - \ DB 7343, PG 699 EXIST BUT ARE UNKNOWN R REFERENCED HERE ON, SUCH AS
0 11 3/8- ^6 BO 3, SHED P6 O114. N PC13242) D8 7355, PG 83 BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
EIR NC , / / N/F / DB 7355, PG 408 EASEMENTS, CEMETERIES, AND FLOOD AREAS.
s�NORTH .0 1/2' \ `MLLIAM L. AMBROSE �.� h'OM Be 7370, PG 593 7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN THIS
ERB DB 8460. PG 111 / F ` DB 7384, PG 315 MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN.
PB 114, PG 132 60• `ST SUS SUBSURFACE N INVESTIGATIONS BUT SHOULD ALSOLALLOWEFR
> 1 a1) qLL DB 7386, PG 148 CONTRACTORS
9 ZONING R10 �� R� '1�
^i e / W S� DB 7394, PG 176
VICINITY MAP z \ / N/F VI DB 7459, PG 828 CONTINGENCIES WHICH MIGHT ARISE BY REASON OF
1/2" ManvN HILL AND ,� G F ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN
ED 77, P FILL101 DB 8284, PG 101 DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY.
NOT TO SCALE DB 8277, Pc 101 - 8. THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE
= ^�% ERB 8 � PB na. Pc 13z / 1'a0 \ � � � DB 8284, PG 876
0 ) DB 8460, PG 111
03 . zoNwc R10 _ ACCORDING TO MAP 37200403J OF THE FLOOD INSURANCE
N/F ^`� 30, / N/F DB 9161, PG 343 M 0
MARCIE Y. TAYLOR & HUSBAND, - 1/2" p G,q\ CURTIS RAY LESANE AND T DB 9170, PG 746 RATE, DATED JANUARY 5, 207.
DONALD L. TAYLOR m ERB 6 30S Fq WIFE ELEANOR McLEITH LESANE/ �� DB 9288, PG 778 9• THE GAS LINE WAS MARKED BY OTHER AND SURVEYED BY 4D.
DB 3320, PG 260 �4�> 8 pSM DB 7366. Pc 1aa / �� PB 62, PG 93
LEGEND: 9 f PB 114, PG 13z 39
EIP PB D PG 69 1as -'N ? F3 / ` THE LOCATION SHOWN ON THIS SURVEY REPRESENTS THE
p0 EIP-EXISTING IRON PIPE 68'7 �+G gT\ / N/F) ��. ` PB 114. PG 132 MARKS PLACED BY OTHERS AND 4D IS NOT LIABLE IF ACTUAL
>' 7 ZONING RID PB 72. PG 69
EPK tsa 7B^ 1/z" JOFIN MJRPHY AND
LINE IS NOT LOCATED ACCORDINGLY.
O EPK-EXISTING PK NAIL / F 70ERB \� WIFE MIIYJNG MURPHY /
ERB ERB-EXISTING REBAR s�>4• 80.0 DB 2284�PG t8z6 138)
2' SHED 7.NwG Rio
sRB0 SRB-SET REBAR /z \ / ALBERT D\N/cusnN AND
N/F - NOW OR FORMERLY �\
L. AGU
R/W -RIGHT OF WAY 7sg �64 ERB
\> wIFOBH 7355 a3snN �` \
U 9,g / PB 114, PG 132 / 1\37
> \G R10 N/F
RCP -REINFORCED CONCRETE PIPE / ceDRlc L. CRIER
PROPERTY LINE - 1 z"
ADJACENT PROPERTY LINE ERB DB 7231, PG 136 / _ �� SSMH /8004 /
G 80 PB114, PC ZONING R10 2 1 36 ) \ RIM 159.83 V /
-- RIGHT-OF-WAY 7y• / INV 151.68 (TOP)
/
ss SANITARY SEWER LINE 1/z. \ / N/F / \ INV IN50.56 (BOTTOM) �Q4
s0 STORM DRAINAGE ERB / aWFE"CA B. DLD DACELOCKEAR/ / �� Q /
^ De 9170, PG 32 1\35) / 5
W WATER LINE b 99j, PB 114, P, 13L _ PQ' J
GAS UNDERGROUND GAS LINE / "/F ERB / Z �-
/� ZONING RIC 5/8 Q
OVERHEAD UTILITY C� "1 R2 `) SHED BERNARD FIELDS AND / _ ) J \ /
N1FE DAWN FIELDS (BENT) I V' \
DB 7343. PG 699 5/8'
PERMANENT EASEMENT PB 114. PG 132 34 ) ERB 4 _
1 8' ZONING RID '
X FENCE LINE ]ss / r4 \ / (BENT) 1\32 )
ERB WIFE CATHERINE HUNNINGS / FRANKLIN D. RIVERA-MEDINA
Ncs s- TREE LINE (\ ; 1�, 1/2" JOHN COHRON HUNNINGS AND h� N/F
x 20e.47•SPOT ELEVATION \ /
,p ` T �8 DB 7355. PG 406 / AND WIFE UNDA RIVERA
BENCHMARK i \N 3'
QQ PB 114, PG 0 / DB 1140, PG 63
® SIGN
�'n':'. \# � 5/8' ZONING R70 / S PB 1NIN PG O /
ZONING R10
® BOLLARD \ ERB / / ERB
MAILBOX W fO
m TRANSFORMER ^ ,^ 78q I tRB \9235, 5/8' /\ / 1\ eIM", 62043
ERB SHELF 154.26
INV IN 153.59 (4-CO
>$ LIGHT POLE / INV Ou�t53.53
PP UTILITY POLE 3 �'� i` 6007' S EVWIFENCW. LAI M. JR. AND
[] TELEPHONE PEDESTAL N ;a \ � o• ti RB PB 114. PG 132
C GUY WIRE ,3 6 0o j� \ 5/8. DB 9288, PC 778
zoNlNc Rie
CABLE PEDESTAL ..v -. /
0
D4 WATER VALVE
Z y,, c,
yyFIRE HYDRANT ' N 437 2861435 �0
`
U SANITARY SEWER MANHOLE 3 raj
0 TREE
ASPHALT
SOIL
N/F
DONALD TAYLOR, JR &
MARCIE TAYLOR
DB 3724, PG 357
PB 62, PG 93
110
r>>
29 )
N/F
c�
o ROBERT E. CLARK
m AND WIFE,
Q LONA E. CLARK
o DB 3390, PG 337
5 PB 63, PG 29
ZONING RR
V
173 >1
179 / 177
N/F
GRAHAM W. RENF?OW JR.
DB 7354, PG 594
PB 63, PG :9
ZONING F^
GRAPHIC SCALE
60 D 3° 60 120
( IN FEET )
1 inch = 60 ft.
171
po E ELDDie EEV4�e99 N/ 9'/e•
® NC GRID NAD 83 F 4
201
NAVD 188 / >�00'
CEMETERY I of
AREA N/F
MARCIE YOUNG TAYLOR 1)FIRSz
DB 449, PG 283
PB 62, PG 93
N: 436.831.320
E: 2,005,126.977
NC GRID NAD AD 3
64y3. 1 (2011)
9,g _
N/F / 6>, 1
CAVINESS LAND ^� EIP
DEVELOPMENT, INC.
DB 9446, PG 307 ' ,SON
PB 62. PG 93
1 /2' ro
1Fi8 N I SHE
I m
y6 3/4'
^ EIP
160
a,
167
'ej rns
A
7s9 ��.. \ p�� �� ro ALEJANDRO ROSADO
�'�� aV1 cj1 A�kfj9 1^ DB 6957, PG 140
S� I6 rn
zse 2 v � gs SRO w
IN
m \ N/F m
rn C9- fir, WELDON W. MEL\UJ & WIFE,
/-� W Q_ GERALDINE P. MELVIN
\ Olom:N --. ' o, DB 3583, P 235
'>0
W �
172 1j7
.. PP PP ! 7j2 1/2. .. 1"
/x SRB / / // //-S43'20'24"W 417.75' TIE EIP Approved Stomi water Permit Documen
�- - - - - - - - - on-s rucf o in actor ante w fh 1l��ocuments is
S43'25'49"W 1043.42' 168 167 __ �___ 166 ---- -165 165 1 1 1 /z" EIP a 162 required by the stormwater permk. North Carolina
4'X 84 (DISTURBED) rules require that the stormwater system designer
%3'25'49"W..
'ied�% Mall
wring construction; certify conformity with the
� Ins d
EPK %; eh plans and specs; and certify compliance with the
P 36.73' TIE stormwater 1 NC 2 008
- ter rules. ( 5A AC H .1 j) )
_15Rcs
INV INV 164 163 ,
�Mq - 170 W8 = ,sa �� wE - Per-myk#, z�SL/[�/G�/�4� `l' O Z Date�Q���
-'� 169
113 ' SIN 0/ Sheet# G /. D Revision Date R•/G'l�
W W PP
1, 9 \) I 1r 1 .)
I N/F 1 O /n I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
F
;,,PI;r wolzswP CENTER CHURCH, INC. UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
ARJELIS EDIXON 1 it 1 DANIEL KEN HAFER DB 7216, PG 512 UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
DB 3689, PC 560 1 E > 1 DB 4504, PG 743 I B 59, PG 110 P 1 BOOK SHOWN. PAGE HEREON OR OTHER REFERENCE
PB 69, PG 99 I a I PB 69, PG 99 I I I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS SOURCE ); THAT THE BOUNDARIES
RR SURVEY WAS ESTABLISHED FROM AN ACTUAL GPSSURVEY NOT SURVEYED ARE INDICATED AS DRAWN FROM
ZONING RR `-' ZONING UNDER MY SUPERVISION. THIS CPS SURVEY WAS INFORMATION IN BOOK PAGE OR OTHER
O I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C" PERFORMED TO C-211 FGCC SPECIFICATIONS RTK 4PS WITH REFERENCE SOURCE THAT THE
TOPCA4 d0 ��i� PERFORMEDIC MAP U DER MY DIRECT SUPERVISION ANDFROM AN LTHAT IT WERE OBTAINED s FIELD CEDURES TH THROUGH GRIDRE ED. THE TTO ROUNDRDIIIATES RATIO OF ADJUSTMENT 1 100 O+PAND ISION OR THAT THIS MAPNAL MEETSCURACY IS
THE REQUIREMENTS
����� •FESS%���?���i I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS OF THE STANDARDS OF PRACTICE FOR LAND SURVEYING IN
240 ,Q� WL<'`99 EXISTING PARCEL OR PARCELS OF LAND AND DOES NOT CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND SURVEY WAS PERFORMED ON SEPTEMBER 26, 2015 USING NORTH CAROLNA (21 NCAC 56. 1600). WITNESS MY HAND
'9 AL CREATE A NEW STREET OR CHANGE AN EXISTING STREET. SEAL THIS 16 DAY OF .SEPTLMDLR. A.D., 2014. TWO TRIMBLE 5700 RECEIVERS. AND SEAL THIS 16 DAY OF JEPTEMeER 2014.
:
457 ✓IaL��Ga-'0``S' �l�'.c'�" r �' " "cam""' "` ' �7q�Qr�"r�• ,'.r-e�r/•''". • �/,LI[!w'+`.. s'1-�(/� .
o �E ------ ,. FN k ---- --
SUR,.�lG`�� PROFESSIONAL LAND SURVEYOR - L-4571 PROFESSIONAL LAND SURVEYOR - L-4571 PROFESSIONAL LAND SURVEYOR - L-457 PROFESSIONAL LAND SURVEYOR - L-4571
bg lco I'+
409 Chicago Drive - .bite 112
f=ayeHe ue. North Carolina 28306
Ph~ Ph(910) 426-6777
Fax (910) A26-5777 �\
LJcense Numben G235Q
,5oLUTION�, INc
ALNpfxmtic A SuevCnNG A GPI A, CmUTlzaw N LAYOur A,
bpi -Ica-14
REVISIONS
PROJECT NAME
BLACKBRIDGE
VILLAGE
SUBDIVISION
ZERO LOT LINE
EXISTING
CONDITIONS
CLIENT
639 Executive Place, Suite 400
Fayetteville, North Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
SURVEYED BY:
MATT
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
843
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE SURVEYED
MAY 22, 2014
SHEET NUMBER
C-1 ■ O

A09 Chicago Nve - Suite 112
FareHe-Oue. North Carolina 28306
¢Py yPP soRp4 �GN oR / / ` CONSTRUCTION SEQUENCE GRADING NOTES EROSION CONTROL NOTES Faa(910)-426-5777
47) \ a Lic�etnse I Number: C-235d \
1 . OBTAIN ALL NECESSARY CONSTRUCTION CONFERENCE. RMITS AND APPROVALS AND HOLD PRE 1. ALL SPOT OTHERWISEELEVATIONS ARE TO THE FINISHED GRADE OF THE LOT, UNLESS 1 FAILURE EAOUTLET CH ACTIVE DAYPROTECTION
ON SITE. BE CHECKED FOR SEDMENT WILL BE RE
MOVED CE AND
FROM THE /1 r
� FF A) G \ Eo ° 9 / � `\ ❑ � 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE AND 2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING SEDIMENT BASIN AND INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY T
N: 436,851.32D / _ `a DIVERSION BERMS WHERE SPECIFIED. ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WALL BE CLEANED OR REPLACED L oI IoA I L r INCof 2 ° E: 2,005,126.977 46) a 3. CONSTRUCT TEMPORARY SEDIMENT BASIN aS SHOWN. SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WALL BE J L� T Nb 'V
G G OR NC GRID NAD 83 • C/ a
jPKEs 2011 \ / \T. 4. CLEAR AND GRUB THE SITE AS NEEDED. ALL EROSION NG CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON REMOVED FROM BEHIND THE SEDIMENT FENCE MIEN BE IT BECOMES ABOUT 0.5
�s ( ) z' EIP 5. ROUGH GRADE i}IE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN NEIGHBORING ROADS. DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO
;WITH NAIL a GRASSED. 3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE MAINTAIN A PROPER BARRIER.
45) / `. 6. INSTALL EROSION CONTROL MATTING. CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS; 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES
T� J� 7. INSTALL UTILITIES. NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL
ay p SITE 5Ra / 8. INSTALL INLET/OUTLET PROTECTION ON Au_ NEW STORM WATER INLETS/OUTLETS. BEEN COMPLETED BE INSTALLED BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR
am< .IRE
5/8" \ / 9. PERFORM FINE GRADING. 4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION.
P Fiy� P N/F R6 - `. 10. INSTALL AND PREPARE BASE COURSE. TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING 3. TEMPORARY &PERMANENT EROSION CONTROL MEASURES SHALL BE
�O P / JOHNNIE H. BUNNELLS & WIFE 144) / 11. PAVE ROADWAYS. OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN
O sq ti0 ELEANOR YATES UNN BUNNELLS 12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR NOT ON THE ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL ``�\\\\Stull//'
\ / 13. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY PLAN PLANNING AND DESIGN MANUAL. �� \k RQ /�
i DB 4024, PG 232 \. MEASURES. 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF ��
PB 62. PG 93 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDENR OFFICE A MINIMUMQ� ..........�/ �i�
" \14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR NOT OF 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES. rrESS/ ••• i
••
0 rm = < \ !/\ 143) / DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL SHOWN N THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE S10-433-3300 ,Q�-
�G " �� j4 MANUAL TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION. 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO SEA
0 \ 5/8' %`1/2" / . \ 6. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE N A DAILY BASIS 02 =
�p ERB i ERB \ / _ `\ a GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY WHEN TRACKING OCCURS.
Po i1',t, 3/8" t S/C i 42) / ` PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY 6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE (25) FEET FROM ANY
�G T 15 \ M a PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE INE •••��`
JCS -o� EIR -� 't ERB / / - `` y0 FS `\� 7. 3:1 SLOPESTOCKPILE AANDSSURROUNDED BTHAT WILL Y ESILTOFENCEEIGHT SHOULD BE GRADED WITH ORAOTHER MEANS. ONN SEVEN DAYS, ATROL EROSION BILIZE THE STOCKPILES
FRJM ALL STOCKPILES BY PLACING SILT '''''S
i 41 ) \ 0' %q ` 8. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES LOCATED ON PAVED
V�C�NY MAP / R h, (pFSO ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER U l j .'t -1 y
�T • •-'A• 16 1/2" /� l��. <c�/�F `�9 CONDITION SUCTING H ATHAT ETHEY CAN TRANSPORURSES THROUGH TTHEIS NATURAL DRAINAGE TE SHALL REMAIN NUNTIL 7. MAINTAIN A LINE ALL TEMPORARY D SHALL BE REROSION ED IF FAND OSEDI ENT CONTRORE THAN 24 L IN PLACE V
NOT TO SCALE . ALL EXIS
ERB
y� / a0- / FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE CONTRACTOR UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
r ' \ a SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND
/ ` DRAINAGE PATTERNS.
REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES
MARCIE Y. TAYLOR & HUSBAND, I 1 17 . 10. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO
1/2 IMMEDIATELY.
DONALD L. TAYLOR - `� a I ERB THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF THE CHANGE. 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE REVISIONS
DB 3320, PG 260 .- '3 . 11. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR MORE SHALL BE LINED BEEN FINISH GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE
LEGEND: PB 72, PG 69 - _ E - WITH NORTH AMERICAN GREEN S75 TEMPORARY EROSION CONTROL BLANKET OR
UP CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST
P 0EIP-EXISTING IRON PIPE EQUAL SUBSTITUTE. EROSION DUE TO RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS. USE
I
EPK
1/2" \72. STORM PIPE DISTANCES SHOWN ARE TO THE BACK OF CURB FOR ALL CURB
O EPK-EXISTING PK NAIL ERB SEEDING AND MULCHING, EROSION CONTROL MATTING, AND/OR SODDING AND
ERB "
. ( \ / INLETS AND TO THE CENTER OF THE BOX FOR. ALL OTHER STRUCTURES UNLESS
'- / - STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE MEASURES. USE
O ERB-EXISTING REBAR � -' -1 � t ,' � f` I�38) / OTHERWISE NOTED.
EARLY BASE ON AREAS TO BE PAVED.
5RB0 SRB-SET REBAR \ s `. 19 `. �� 9. DONOT REMOVE APPLICATION
ANY EROSION L AND SEDIMENT CONTROL DEVICES AFTER THE
N/F - NOW OR FORMERLY 13 1 1/2" / / `� PROTECTED AREA HAS UNDERGONE FINAL STABIUZAT1N AND PERMANENT
a ERB `. VEGETATION HAS BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDENR
R/W -RIGHT OF WAY ! .". •<O(1, `\ / i 37> \ APPROVE THE ACTION PRIOR TO REMOVAL.
RCP - REINFORCED CONCRETE PIPE i' 80'RO,gk a` 20 T�\ �\ 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE
LI
NE E / / .� - w(pU� , / ; 1/2" / INITIATION OF CONSTRUCTION ACTIVITY.
T \ ERB / 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE
ADJACENT PROPERTY LINE / /-/C� / / _ `\ r ��13
OVER ALL OTHER CONSTRUCTION ACTIVITIES.
--RIGHT-OF-WAY) r,F >,: 12• THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND
ss SANITARY SEWER LINE - \ �-v ,, s ^1s.i �� PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT.
so STORM DRAINAGE -/ \ �� �/ `/ / ER \ J/� / I ) a� �w� 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL RUNOFF-PRODUCINGRATION FOLLOWING EVERY CHECKED FOR
w WATER LINE ,12 _ / ® i a` /` O� \ / / 5/> ��2J MADIN E IMMEDSTABILITY ICASEIATES YE TO NMAINTA \ALL PR CTIESRY WEEK. Y AS DESGNEDNEEDED AIRS WILL 8E BUT
sAs UNDERGROUND GAS LINE , / . ? \ 22 ERB \ ; -C
f ` / `� 1/2 / (BENT) t ( (� 3 �14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS
OVERHEAD UTILITY f ��.,� - / ERe ` \ ) r J / SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
PERMANENT EASEMENT / . ` / �\ ./ I\3q) ERe �
X FENCE LINE /O J s/6. O-� / VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR
33 �1 < % / 23 \ (BENT y STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14
„C y CALENDAR DAYS OF TREE LINE /� , I `a \ /f " 1/2 / J /`� OTHERWISE PROVIDEDCETION NTHLTEMPORARY OR PERMAOF ANY PHASE NENT GROUND COVER, DEVI ADING, BE PLANTED OR
ES
-Lac-Loc-LIMITS OF CONSTRUCTION I / I� `� \ 'ERB /"� OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S.
- s - sE -SILT FENCE LINE ( �32 ;� aj.4 EROSION 113A-57(MUSTROVISIONS BE ACCOMPLISHED PERMANENT
FOR ALLGROUND COVER DISTURBED AREASFFWI THINT 140 RETAIN
-JUTE NETTING / -]� . \\ 24 - \� "`•_ . -
� ,./ / a �`\�; � / �� O i \ \ _5 Rg• / '/5/e: WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING
-olv-olv-DIVERSION BERM 11 \ / t - _ \ E B / / ERe'�� COMPLETION OF CONSTRUCTION DEVELOPMENT.
' / ;"� \ / / 3. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES
x 208.4r SPOT ELEVATION 1 35 a ' r. - • r V2 / SHOWN AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT
BENCHMARK -, �� \a �, 25 % SRg 5/6- -� �+ /y/`��'1 / DURING THE COURSE OF CONSTRUCTION.
• ,.... _ _. 7 / ® SIGN / , 1216. ED AS NECESSARY,AND PROJECT NAME
-ALL SEEDED AREAS WALL BE FERTILIZED, RESEED
-� 31 '�� � a � - - . a .. MULCHED ACCORDING TO THE DETAILS HEREIN.
aL BOLLARD 17 E ON CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE SITE IS
.� % \\` `. - ,'/ 5/8' WATSON CAVINESS. CONTACT 910-481 0503.
m TRANSFORMER \\ \
X� LIGHT POLE 1 1 i / ' � �'-
PP* UTILITY POLE \7 BLACKBRIDGE
O l� ' I 30 _ _ _ �QM J TBM: 4D NAIL /t /
C GUY WIRE III i . J N 437.286.435
1 - ` ` �'E 2,006.230.868
❑T TELEPHONE PEDESTAL I 43 / r 1 �- Rv0, I ELEV164.89 VILLAGE
© CABLE PEDESTAL 1 1 i �\ 1 r! I ,! r3 Z) NC GRID NAD 33
D4 WATER VALVE Nn2w &6
,� SUBDIVISION
S SANITARY SEWER MANHOLE N/F
O INLET PROTECTION MARCIE YOUNG TAYLOR I•EIRS
o
/ \ j _ DB 449, PG 283 ( 37 41 0 1 ( = PB 62, PG 93 N436,831ZERO LOT LINE
S' : .320
77
N F j ...\ I 29 NC GRIDS NAD y83
DONMARCIE TAYLOR & 2
W ..,\ ,%�. _ ^, J - a \ 6 'r, ..". (zon
f
DB 3724, PG 357 O '" ^ PB 62, PG 93
tL N I W '- CAVIN N/ LAND I _ I Z EIP OVERALL
DEVELOPMENT, INC. Q c�
� 1 1 r l] m j I DB 9172 P11 307 r `1 m �...FFr:-_�_n �, I I I t '.. It Z? r IJQ� ���93GRADING AND
EROSION
CONTROL PLAN
CLIENT
00
w
----- �---""-------�-
ro p-`' .......
..... ••-�_-
_
-- -a---
(�1: -- _. _ ----- _.._.----�-- -
'
�� -
29 )
_S 1
9
/
I
_ __
__ 00
--
N/F
�HRIST WORSHIP CENTER CHURCH, INC.
DB 7216, PG 512
a I
FB 59, PG 110
CY
_L0ristruction in acW
cume
required by the stor
rules
require
e that l
q t th
1 r
1 Insp
ect during 9
0
P n con s9omGwi e w he
plans and specs; and certify compliance with the
W3 stormwater rules. ( ISA NCAC 2H .1008(j))
APO Permit 4/, Date •/O•
\p by NC Division of Water QualAy
O GQ• Sheet # 3 d Revision Date q 7 . /4
GRAPHIC SCALE
60 0 30 60 120 240
( IN FEET)
1 inch = 60 ft.
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-63J-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER LAKES,
SWALES, DiTHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
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
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
639 Executive Place, Suite 400
Fayetteville, North Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
843
DRAWING SCALE
HORIZONTAL: 1 "=60'
DATE RELEASED
SEPTEMBER 16, 2014
SHEET NUMBER
C-10

SITE
Zp� 'p FiL 1'l.
F FP
F
Sq y0,p
!
& o= 10
CPOG 0NIn a
o NORTH
s�
VICINITY MAP
NOT TO SCALE
LEGEND:
EiP Oo EIP—EXISTING IRON PIPE
FPNO EPK—EXISTING PK NAIL
LRe0 ERB—EXISTING REBAR
sRe0 SRB—SET REBAR
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
RCP — REINFORCED CONCRETE PIPE
PROPERTY LINE
—ADJACENT PROPERTY LINE
— — RIGHT—OF—WAY
ss SANITARY SEWER LINE
sG STORM DRAINAGE
w WATER LINE
GAs UNDERGROUND GAS LINE
OVERHEAD UTILITY
— PERMANENT EASEMENT
X FENCE LINE
TREE LINE
— we— Loc— LIMITS OF CONSTRUCTION
— sF — s — SILT FENCE LINE
— m — m — JUTE NETTING
— oiv — mv— DIVERSION BERM
X 208.47'SPOT ELEVATION
BENCHMARK
® SIGN
® BOLLARD
® MAILBOX
m TRANSFORMER
1 LIGHT POLE
PP
• UTILITY POLE
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE
CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE AND
DIVERSION BERMS WHERE SPECIFIED.
3. CONSTRUCT TEMPORARY SEDIMENT BASIN AS SHOWN.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN
GRASSED.
6. INSTALL EROSION CONTROL MATTING.
7. INSTALL UTILITIES.
B. INSTALL INLET/OUTLET PROTECTION ON ALL NEW STORM WA"rER INLETS/OUTLETS.
9. PERFORM FINE GRADING.
10. INSTALL AND PREPARE BASE COURSE.
11. PAVE ROADWAYS.
12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
13. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY
MEASURES.
14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE
DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL
MANUAL.
I
rn
NF
/ \
DONALD TAYLOR, JR & > 1
MARCIE TAYLOR
DB 3724, PG 357 O W ti
PB 62, PG 93 O W
Lu Q h
c a: I
a
IJ
I
MATCH LINE — SEE SHEET C-3.'
m I �TE MI I RARj INLET
y PROTECTION (TYP)
1 _
m
J
1
I I
t
>� f�
1 Q m 1
g:
(7
Z o
O
C GUY WIRE
❑T TELEPHONE PEDESTAL E----�"-, --169'-----�'�--��--------
© CABLE PEDESTAL �' / { ',6a
D4 WATER VALVE 1,�
rxFIRE HYDRANT[Fr.—]
l�JSANITARY SEWER MANHOLE
171a .`171
OINLET PROTECTION 3 - ---,
J
\ I I 166
CAVINESS LAND I / _
DEVELOPMENT, INC. y
DB 9446, PG 307 } -"
PR 69. Pr 93 n
1 Q '.1'
Y/ �m
Y
� a
Z '
i Of I
z 10
W0
m
c,+
♦�---
'-21A
------i��'
CI-20A
_—
a
o.
O�
O�
J G
�3 A
o�
o—,...
oX
ott
n N
78.00 LF O 0.71% 18" RCP
N voi.
1 77
o
w
- CI-90..
....._.
_
170
NARROW PINE COURT~_ 167 —
50' R/W (PUBLIC) �---
236.51 LF 0 0.55% 15" RCP
CI-79 _
--168' ---_-.--------
( 168
1�
'I
1.
-- 1
170TF� � � 1 m, ! i
170.80
1
17
0.45 I
O I
73
170 1
TEM 0 AR
Y
CONSTRUCTION
ENTRANCE
RIP RAP ENERGY DISSIPATC
P I L• 7.5', W: 3.75',7.5', D50: 8"
----THICKNESS: 18"
CLASS B STONE
—
POSSIBLY RELOCATE
—
----_ OWER POLE r "-
\ BLACK BRIDGE ROAD (SR 1115)
1 1
60' R/W (PUBLIC)
J
GROUND STABILIZATION CHART
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HOW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
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
ALL OTHER AREAS
NONE
(EXCEPT FOR
NTH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HOW ZONES)
_. —. ....._ ...__ ........
... ....
- _
-�-
7 __ —Ti Approved Stormwater Permit Documents
4 /
�F--- _
_ ` ,� '- \ .��� Construction in accordance with these documents is
•�, _ ' � A 7, required by the stormwaterrules Permit North Carolina
iy USE NAG S75 MATTING _ USE NAG S75 MATTING/ Insperequire
during le that the stormwater system designer RELOCATE TELEPHONE �— OR EQUAL. USE STAPLE / —� 1 �.� ,:OR EQUAL. USE STAPLE �—construction;certifyconformi with the
r 29 ) co AND CABLE PEDESTAL ( 1 ) PATTERN "D"' I F- r Plans and specs; and certi compliance with the
JmJ / 9 ) co � I PATTERN "D" 1 ) stormwater rules. (15A NCAC 2H .1008 (i) )
r 1 Permt# S'/G/¢��dL Date/DAD•/!�
0�3 X w 1 by 2J7� % �� _ -B'wiaier�-er-Weler-@eslily
' 1' I ' C 3/
Sheet # 9l
Q Revision Date
/ c _ 1—
W
40 J Chicago Drive - Nike 112
FayeHe+SUe. North Carolina 28306
Phone [phone]
Fan [phone]
License Number. C-2354
.50LUTION,5.INIC
�u,GlNccanl4 /� suevtrnls � N3 � rON.SToyciiorl LAraui�
REVISIONS
PROJECT NAME
BLACKBRIDGE
VILLAGE
SUBDIVISION
ZERO LOT LINE
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
639 Executive Place, Suite 400
Fayetteville, North Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
843
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
160 SEPTEMBER 16, 2014
SHEET NUMBER
C-3ol

Cr
O�
OR
n,
-0 NOMM
1�
VICINITY MAP
NOT TO SCALE
LEGEND:
DIP 0 EIP—EXISTING IRON PIPE
EPKO EPK—EXISTING PK NAIL
ERBO ERB—EXISTING REBAR
SRBO SRB—SET REBAR
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
RCP — REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
RIGHT—OF—WAY
ss SANITARY SEWER LINE
so STORM DRAINAGE
w WATER LINE
cAs UNDERGROUND GAS LINE
OVERHEAD UTILITY
— PERMANENT EASEMENT
X FENCE LINE
TREE LINE
—toc—Loc—LIMITS OF CONSTRUCTION
— si, — sr — SILT FENCE LINE
— m — m —JUTE NETTING
— o1v — o1v — DIVERSION BERM
x 208.47' SPOT ELEVATION
BENCHMARK
® SIGN
® BOLLARD
® MAILBOX
m TRANSFORMER
LIGHT POLE
PP UTILITY POLE
C GUY WIRE
l TELEPHONE PEDESTAL
© CABLE PEDESTAL
D4 WATER VALVE
y�XFIRE HYDRANT
,
L/ SANITARY SEWER MANHOLE
O INLET PROTECTION
/
/
/
N: 436,831.320
E: 2,005,126.977
NC GRID NAD 83
(2011)
/
\
2" EIP
WITH NAIL,,
\ \ N/F
\ \ / JOHNNIE H. BUNNELLS & WIFE,/
\ ELEANOR YATES BUNNELLS
DB 4024, PG 232
\ \ / PB 62, PG 93
\ 5/1
\ ER
N/F
MARCIE Y. TAYLOR & HUSBAND,
DONALD L. TAYLOR
DB 3320, PG 260 —
PB 72, PG 69
C i 46)
\� / I�45)
16� �
ERB
/ 43)
14ERB
h
/ 42 —60,
ST \
PR/IMF
1r�.7 j 1/2"
( Q ERB \ /
\41) \
_ 16
- 166
1 12-
ERB40
/ y
65
/ \ /
� � \ 165
165 / 1�5.25 1/2" / r ERB 1
164 16415 6 9�66 1 B \ \ 11111
\ \ CI 6A -�- 1/2"
(DOUBLE) ,�,... /..... i ERB
.._ 163
28.00 LF ® ,.V 164
28.00 LF ®! 0.54% 18" RCP '66 5
0.71% 24" RCP //\\\\ERB
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE
GROUND STABILIZATION CHART
STE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HOW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
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
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
Approved Stormwater Permit Documents
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs; and certify compliance with the
stormwater rules. (15A NCAC 2H .1008 (j) )
Permit # S/,t/G14,0q j Dale/jO /O - (
by W-QN**wGPAW09)uaft
Sheet # G .3. 2- Revision Date'?•46 •/¢
CONSTRUCTION CONFERENCE.
,
2.
INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORAR' SILT FENCE AND
DIVERSION BERMS WHERE SPECIFIED.
,
3.
CONSTRUCT TEMPORARY SEDIMENT BASIN AS SHOWN.
GRUB THE SITE AS NEEDED.
SHEET
KEY
4.
CLEAR AND
5.
ROUGH GRADE THE SITE AND APPLY TEMPORARY SEED NG TO AREAS REMAIN
GRASSED.
•
6.
7.
8.
INSTALL EROSION CONTROL MATTING.
INSTALL UTILITIES.
INSTALL INLET/OUTLET PROTECTION ON ALL NEW STOPM WATER INLETS/OUTLETS.
•
9.
10.
PERFORM FINE GRADING.
INSTALL AND PREPARE BASE COURSE.
®
11.
PAVE ROADWAYS.
GRAPHIC SCALE
12.
FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
13.
UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY
40 0 20 40 80
MEASURES.
14.
ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED IN THE
Know what's below.
DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL
MANUAL.
Call
before you dig.
( IN FEET )
1 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
160
409 Chicago Rive -.Suite 112
Fayetteviite. North Carolina 28306
fax (90),V6-5777
Lirenee Number: C-2554
,5oLUTIONb, INC
ALNpNc 'K A �RVLt Nc A �P3 A 69A�MX7" urourA
0�-lb-/`(
REVISIONS
PROJECT NAME
BLACKBRIDGE
VILLAGE
SUBDIVISION
ZERO LOT LINE
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
639 Executive Place, Suite 400
Fayetteville, North Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
843
DRAWING SCALE
HORIZONTAL:1 "=40'
DATE RELEASED
SEPTEMBER 16, 2014
SHEET NUMBER
C-302

P
NOOA
4* i 38) / . �\ CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE
° P / °° . CONSTRUCTION CONFERENCE.
°c P OR �� / / \ • \ ` \ ` 2INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE AN
s \C
E SjNµE DIVERSION BERMS WHERE SPECIFIED.
1 37) / .`\ ` 3. CONSTRUCT TEMPORARY SEDIMENT BASIN AS SHOWN.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS I
N TG�i o SITE % „ 2 �� I GRASSED.
v Om G N \ / / 6. INSTALL EROSION CONTROL MATTING.
ya p F� ERB \ / \ / 7. INSTALL UTILITIES.
F�^Q F'P _ / 8. INSTALL INLET/OUTLET PROTECTION ON ALL NEW STORM WATER INLETS
y V 1, 36) 9. PERFORM FINE GRADING.
2 Qp O'A 10. INSTALL AND PREPARE BASE COURSE.
11. PAVE ROADWAYS.
1/2-
12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
O C> 2 ERB - t� �..,s, P 13. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL 1
MEASURES.
35) v / 14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED AS OUTLINED
\ 4- DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION
�P ON / s/\ 47 MANUAL.
NURITH=Cv 12627.70 (BENT)
/2
ERB / OJ ,\ \
�� \ 1 34) ERB e I 0 \
VICINITY MAP �� 23 ' % \ - (BENT) c ! 9 / \3$) \ \
NOT TO SCALE ; 1/2-
ERB"
/ o /
LEGEND: se
EIP O EIP-EXISTING IRON PIPE
K 168.05
EP. `
O 5/8" EPK-EXISTING PK NAIL , + / \ i ERB / ©p / \
ERGO 5/8'
ERB-EXISTING REBAR O ERB
SIRE-SETSRB-SET REBAR 47 <O \\, , z'
N/F - NOW OR FORMERLY RCp SO t'YOq `. , _ 25 SRB / / \ e�z 1
R/W - RIGHT OF WAY .� / C s/= p / -.y <
R W O 6> / 1 7. O /
sB \ f _ _ ERc / -_n 1\33) \ =a aV
RCP -REINFORCED CONCRETE PIPE�-
rp� ��
PROPERTY LINE •�.. ' �� - /��F - \ J /
ADJACENT PROPERTY LINE
----RIGHT-OF-WAY \ 5/8
/ss SANITARY SEWER LINE •CI\ �� rs7 / \ SF ..___ o '�, ERB
so STORM DRAINAGE `
w WATER LINE 35.36 LF O r� . TEM.4D NA1L 5
1t ,�1 N 26 43
ces UNDERGROUND GAS LINE 0.42% 42" RCP CI-15A 8
437.8
OVERHEAD UTILITY i 0 <^8/ - ,� Q.� E 2,006,230.86ELEV 164.83
Po NC GRID NAD 8 3D S4 (F S? 3 /
- PERMANENT EASEMENT CI-12 X 4a• ® os� o \ Q /' (2011)
X FENCE LINE
TREE LINE R� 28.00 15 RCP
CI-131.0
-toc-Loc- LIMITS OF CONSTRUCTION \ 35.36 LF O
/
- sv - sv -SILT FENCE LINE - 0.42% 42 RCP
- dN - m -JUTE NETTING
-orv-olv-DIVERSION BERM p
'. ,xyS
X 20a47'SPOT ELEVATION /
/ ` I SRe
O
BENCHMARK / / TEMPORARY INLET Q \ -
® SIGN ' / PROTECTION (TYP)_J9� N/F
168.2 r2 l r MARCIE YOUNG TAYLOR HEIRS
LINE ® BOLLARD NAG 5715 MATTINGALE NTH USING DP8462, PG g83
® MAILBOX 48 • IF n OR EQUAL USE STAPLE '
mTRANSFORMER 1 1G8.1 t i \ - PATTERN "D'
Y,Y LIGHT POLEQ -
PP
• UTILITY POLE •.... I
C GUY WIRE 1 1 29
❑T TELEPHONE PEDESTAL
CI - 16 Tsq
KI CABLE PEDESTAL - 1 -- 26
D4 WATER VALVE
FIRE HYDRANT 167
ti� SANITARY SEWER MANHOL - U 166.5
OINLET PROTECTION -"'... z�
-
U� 1 0 Go " I / x . oo yT,. EASEMENT / ' //
F 1 W a I . ,c. l �{ i
W
3
w
169.10
169.40
I
}\
I
N
47
I
LU
46
Lu
I
Uw
1'G
GROUND STABILIZATION CHART
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HOW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
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
ALL OTHER AREAS
NONE
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HOW ZONES)
3/4"
EIP
N: 436.831.320
E: 2,005,126.977
NC GRID NAD 83
(2011)
1"
EIP
w _
Z -„-, -- . ,-, I � I NAG S75 MATTINGTAPL � RIP RAP ENERGY DISSIPATOR � . -
J OR EQUAL USES E ♦6°'\- ....- i THICKNW IC1.22 D50.10 5c>a 15q 161 ,r _-
- PATTERN D"
S _ S 5"
e CLASS 1 STONE
Q / `
v2
FES 17� GABION BAFFLE
cz �: ELEV., 162.00'
NARROW PINE COURT,,,
.....:..... -
..
50' R/W (PUBLIC) � .,. `-�., 271 55 LF O 3.20% 24 ES-1 RCP
•SIDESLOPES OF BASIN ARE
1 30&50 LF O 0.45% 24" RCP �--
-
-
3:1 FROM THE TOP OF BASIN
l P1 DIV..,- AREnTO HE INVERT
BE EED D WITHIN 7 DAYS
-. - -. .:.: ....... CI-22
D
f DN - I d Stw ter Permit Documents
• \ \ ON / N/OF Approve
r in accordance with these documents is
RIP RAP ENERGY DISSIPATOR ALEJANDR ROSADO
Construction
j01 PERMANENT INFILTRATION BASIN I required by the stormwater permit North Carolina
" _�0-OOl L:12', W: 6',14', D50: 8" ,,HIGH WATER: 158 4 DB 6957, PG 140 rules require that the stormwater system designer
O OOl THICKNESS: 18" 2' (10 YR) Inspect during construction: certify conformity with the
- CLASS 8 STONE TOP OF BASIN: 162.00' plans and specs, and certify compliance with the
tee INVERT OF BASIN: 151.00' I stormwater rules. (15A NCAC 2H .1008 (D)
J
J ` p 02 INFILTRATION RATE: 1.291N/HR Permit Date 10 b
o s I by 7n �,P,P...c..0 639 Executive Place, Suite 400
17 .9 171 1 INFILTRATION BASIN IS TO BE USED AS A
0 LIMITS OF CONSTRUCTION \ ', TEMPORARY SKIMMER SEDIMENT BASIN THROUGH Sheet # A 3.�Revision Dateq.1G •/1f• Fayetteville, North Carolina 28305
50 49 / 21.1 ACRES 00�> CONSTRUCTION THEN CONVERTED TO AN I Phone: [phone]
/ ! INFILTRATION BASIN UPON STABILIZATION
\ 'GABIONS SHALL BE STACKED OF THE SITE. Fax: [phone]
WITH A MINIMUM 3 WIDE BASKETS
WITH A7.5'BASE. THEN EVERY 3' ONLY EXCAVATE TO A DEPTH OF 159
OF RISE IN HEIGHT SHALL BE
FOR SEDIMENT BASIN, THEN AFTER SITE IS
/ OFFSET IN 0.75' UP TO 1", STABILIZED CONVERT TO PERMANENT C3.2
INFIL
N BASIN Y COMPLETING
TION
AND iRODD�NG BASING IMPORTED SOD SHALLANOT
PROJECT INFORMATION
4o9 Chicago Drive - .Suite 112
Fayette+tUe. North Carolina 28306
Fphon9 910 \\\\
License Number C-2354
bOL_UTIiONb, INC
�Ul',1NCL➢JIYi �JI12ViYIlYi T �3 � CON.Ji2LLTW1 LAYOIfr
vS-16-/y
REVISIONS
PROJECT NAME
BLACKBRIDGE
VILLAGE
SUBDIVISION
ZERO LOT LINE
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
USE NAG S75 MATTING
OR EQUAL USE STAPLE,
'
I �` ' BE GROWN IN CLAY SOILS.
„ PATTERN "C"
0A
@ter .., „2"
77
J�' _
EIP
�- _
-
----------------------------------------
-
-----------�.-----
SHEET KEY
7 --- -:::-POSSIBLY
RELOCATE- ...
... ............
1 1/2 EIP
,._ -" I ` ........ (DISTURBED)
..........
POWER POLE r001
001 00-1
001 �001 OOl
I
0 EPK
,
O-
.. _.�.'fi.JD1_..•"�Ol
..... ...... ..i
•
- �00?�-""-001
�J'
--ie� -
-�, _�
- --�--- ----
__ ..
- �,-a---�=`
_....---------------------
GRAPHIC SCALE
1
,,•
1
Know what's below.
40 D 20 40 80
Call before you dig.
IN
/F
1
( IN FEET )
'
CHRIST WORSHIP CENTER
CHURCH, INC.
1 inch = 40 ft.
I
DB 7216,
PB 59,
PG 512
PG 110
1
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
160
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
843
DRAWING SCALE
HORIZONTAL: 1 "=40'
DATE RELEASED
SEPTEMBER 16, 2014
SHEET NUMBER
C-33

170
165
160
155
150
INFILTRATION BASIN
SANITARY SEWER -0+50 TO 3+00
OF BASIN
WIDTH
HIGH WATER (1001'R) 160.02'
HIGH WATER (10YR) 158.42'
HIGH WATER (1YR) 152.38'
170
165
160
155
150
0+00 1 +00 2+00 3+00
Approved Stormweter Permit Documents
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during construction; certify conformity with the
plans and specs; and certify compliance with the
stormwater rules. (15A NCAC 2H .1008 (j) )
Permit # S��i 0 q42-- Date aia- _
by ]2n r. " .. .
Sheet # S.5 Revision Date q •!G • fit/'
GRAPHIC SCALE
20 0 10 20 40 80
( IN FEET )
1 inch = 20 ft.
409 Chicago Pave - Suite 112
FayeRedlle. North Carolina 28306
Phonee(914667 \\��
L� Number. C-2354
6OLiUTION6, INC
A,Ltko ce'i� A,wevtn IG A<P� A, COW.Twx-" I Your
D2 ,
�'hGINEOOTT
�S-l6-1y
REVISIONS
PROJECT NAME
BLACKBRIDGE
VILLAGE
SUBDIVISION
ZERO LOT LINE
INFILTRATION
BASIN
CLIENT
639 Executive Place, Suite 400
Fayetteville, North Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
843
DRAWING SCALE
HORIZONTAL: 1"=20'
VERTICAL:1"=2'
DATE RELEASED
SEPTEMBER 16, 2014
SHEET NUMBER
C-5z5

CURB AND GUTTER TO BE POURED
IN 10' SECTIONS WITH EXPANSION
JOINTS EVERY 50'
(90' IF MACHINE PLACED)
11 3 B"
(END OF CURVE)
2
Q7 ryQ-
3000a PSI
QM 7 CONCRETE<. _r n
11 7/8"
(LOW POINT IN CURVE)
)E
24"
1 24" STANDARD ROLL CURB
FLARED DID SECTION DIMENSIONS
PPE DA
D
WALL
OD
L
A
B
C
E
i
G
K
J
K
M
15'
15,
1/4
19 1/2-
]4 3/4-
7'27
1/4-
47 1/2-
'47
W-
17 5/8-
18 3/4-
TT
16 1/2-
2'
2'
18'
18'
1
23-
74 3/4-
9'
3/4'
W*W
Ile
M 1/4'
19 1
2'
2'
24'
24'
3'
30'
80'
9'
4r'
3T
4' 47 3
Z7 1 •
27 1 e'
25 J 4'
2e Ile
2 13 15
2 3 4'
W.
1.
4'
44-
9] 1/2-
IS-
W-
3] 1/2-
71-
40 7/8'
40-
39 3/4-
39-
3 3/4-
3 3/4-
b'
48'
5'
ST'
99 1/4-
25 1/2-
M 1/4-
29'
W 1/2-
W 3/4-
52 3/4'
W 1/r
51 3/4-
4 1/4-
4 1/4'
TOP VIEW
NTS
NOTES
1. ALL CONCRETE TO BE 4000 PSI.
2. REINFORCEMENT STEEL MEETS ASTM 615
GRADE 60 .
3. ALL EXPOSED EDGES CHAMFERED 3/4'
E 4. PIPE TO BE GROUTED INTO FLARED END
SECTION JOB SITE BY CONTRACTOR.
S. PRECAST FES STRUCTURES SHOULD BE
POSITIONED AROUND AN EXISTING PIPE OR PIPE
INSERTED INTO FES. FLARED END SECTIONS
SHOULD BE PLACED ON A PREPARED FOUNDATION
AS SPECIFTED BY THE ENGINEER.
- 6. COMPACTION OF BACKFILL MATERIALS SHALL BE
AS REQUIRED BY THE ENGINEER.
NTS
TEMPORARY SEEDINGIMULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING
SEEDING MIXTURE
SPECIES RATE (LBJACRE
RYE (GRAIN) 120
ANNUAL KOBE LESPEDEZA 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE.
SEEDING DATES:
JANUARY 1 - MAY 1
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LBJACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR SUMMER)
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
GERMAN MILLET 40
A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB./ACRE.
SEEDING DATES:
MAY 1 -AUGUST 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB MORE GROUND AGRICULTURAL LIMESTONE AND 750
LB/ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR FALLt
SEEDING MIXTURE:
SPECIES RATE (LBJACRE
RYE (GRAIN) 120
SEEDING DATES:
AUGUST I5-DECEMBER 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBJACRE GROUND AGRICULTURAL LIMESTONE AND
1,000 LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB./ACRE OF NITROGEN IN MARCH. IF
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/ACRE KOBE LESPEDEZA
IN LATE OR EARLY MARCH.
8 TEMPORARY SEEDING SPECIFICATIONS
FINISH GRADE
SF9.5A
\-COMPACTED
SUBGRADE
CARRY BASE COURSE 6"
BEYOND SURFACE COURSE
AT LOCATIONS WITHOUT
CURB AND GUTTER
2 PAVEMENT SECTION
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND
STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY
ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE
WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING
ACTIVITY. AND ONE WEEK PRIOR TO FINAL INSPECTION.
3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES
ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE
4, A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL
PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS
OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
LIMITED TO OFF -SITE BORROW OR WASTE AREAS, STAGING OR
STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR
REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL.
CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL_
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A
COPY OF THE AMENDED PERMIT.
6, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR
OR THE ENGINEER.
6" COMPACTED
ABC
NTS
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
6. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE
IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND
STABILIZED.
9. DURING DEWATERING OPERATIONS. WATER SHALL BE PUMPED
INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO
RECEIVING OUTLET.
10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
MEASURES WEEKLY AND AFTER EACH RUNOFF -PRODUCING EVENT
ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
MADE IMMEDIATELY.
11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT
GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE
ENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED.
12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE
REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND
ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA.
13- WHEN CROSSING CREEK OR DRAINAGE -WAY, THE CONTRACTOR
SHALL RIP -RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND
RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN
21 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED
IMMEDIATELY.
5 GENERAL EROSION AND SEDIMENT CONTROL NOTES
SEEDING SPECIFICATIONS
SEEDING MIXTURES
SPECIES RATE(LBSJACRE
TALL FESCUE SO
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES:
1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED,
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB /ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED. OMIT SERICEA AND INCREASE KOBE TO 40 LB /ACRE
NURSE PLANTS:
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LE./.ACRE OF GERMAN MILLET OR 15 LB /ACRE SUDANGRASS. PRIOR TO MAY 1
OR AFTER AUG. 15, ADD 25 LBJACRE RYE (GRAIN).
SEEDING DATES:
BEST POSSIBLE
EARLY SPRING: FEB. 15-MAR. 20 FEB. 15-APR. 30
FALL SEPT, 1-SEPT. 30 SEPT 1-OCT, 31
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 - 5,000 LB./ACRE GROUND AGRICULTURAL
LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000-BiACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB./ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR
TOP DRESS WITH 500 LBJACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE.
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
SEEDING SPECIFICATIONS
SEEDING MIXTURE:
SPECIES RATE (LB./ACRE)
COMMON BERMUDAGRASS 40-80(1-2 LB/1 000 ET2)
SEEDING DATES:
COASTAL PLAIN: APR. -JULY
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 500 LB /ACRE 10-10-10 FERTILIZER.
MULCH:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000
LB./ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG
DRAINAGE DEVICES.
MAINTENANCE:
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHME14T. INSPECTION AND REPAIR MULCH FREQUENTLY.
REFERTILIZE THE FOLLOWING APR. WITH 50 LB/ACRE NITROGEN.
9 PERMANENT SEEDING SPECIFICATIONS
GRAVEL ENTRANCE SHALL BE 50 FEET
IN LENGTH AND 12 FEET IN WIDTH
WITH 2DFOOT RADIUSAT EXISTING G
ROADWAY
36 0 MIN 4 0 10'�0'
I BL -�
FILTER.-2FIC-1
11
WASHED STONE
GRAVEL CONSTRUCTION ENTRANCE
See Plans, ��°.
I_E.�T ! .
2'
6" CABC
r
w
z
J
14' 11'
12'
NOTES
1. SECTION SHOWN TO DEPICT TYPICAL CUT & FILL CONDITIONS
ONLY. GRADING PLAN SHOWS WHETHER SECTION IS IN CUT,
FILL OR BOTH
2. A 4' SIDEWALK IS REQUIRED ON SOME STREETS. SEE PLANS
FOR LOCATION OF SIDEWALK.
3. WHERE SIDEWALK IS REQUIRED, THERE SHALL BE A 2.5' STRIP
BETWEEN BACK OF CURB AND SIDEWALK, SIDEWALK SHALL HAVE A
MAXIMUM CROSS -SLOPE OF 2% FROM BACK EDGE OF SIDEWALK
TO BACK OF CURB.
ROADWAY TYPICAL SECTION
DESIGN CRITERIA
AGGREGATE SIZE - USE 2-3 INCH WASHED STONE
DIMENSION OF GRAVEL PAID
THICKNESS -6INCHES MINIMUM
WIDTH- 12 FT. MINIMUM. OR FULL WIDTH ATA GE AN
POINTS HI THE ERV-HICULARGREATER
ENTRANCE AND EXIT
CESS
ARE.. WHICHEVER IS GREATER
LENGTH - W FT. MINIMUM.
LOCATION - LOCATE CONSTRUCTION ENTRANCES AND
EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE
AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL
CONSTRUCTION VEHICLES. AVOID STEEP GRADES
AND ENTRANCES AT CURVES IN PUBLIC ROADS.
CONTRACTOR SHALL INSTALLADDITIONAL GRAVEL
CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS
REOUIRED FOR STAGING ANOgR BORROW AREAS AND
MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER.
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
ACCEPTANCE.
MAINTENANCE
MAINTAIN THE GRAVEL PAD INBA CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
SQ' /7TAD.
REQUIRE PERIODIC TOPORESSING WITH 2-INCH STONE. AFTER EACH
RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
11
OBJECTIONABLE MATERIALS SPILLED. WASHED OR TRACKED ONTO
PUBLIC ROADWAYS.
AGGREGATE
6" MIN. THICKNESS
2-3" COURSE
NTS
6 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
PIPE OUTLE
WELL-DEFINED
PIPE OUTLET TO FIAT AREA -
NO WELL-DEDNED CHANNEL
A
PLAN
GRAVEL OR FABRIC
SECTION A -A
PLAN
GRAVEL OR FABRIC
NOTES
1. LA IS THE LENGTH OF THE RIPRAP
APRON.
2. D - 1.5 TIMES THE MAXIMUM
STONE DIAMETER BUT NOT LESS
THAN 6'.
3. IN A WELL-DEFINED CHANNEL DMD
THE APRON UP THE CHANNEL
BANKS TO AN ELEVATION OF 6'
ABOVE THE MAXIMUM TAILWATER
DEPTH OR TO THE TOP OF THE BANK,
WHICHEVER IS LESS.
4. A FILTER FABRIC OR BLANKET SHOULD BE
INSTALLED BETWEEN THE RIPRAP
AND SOIL FOUNDATION.
i e {
S
x y.y
r D
FILTER DYER
GRAVEL OR FABRIC
SECTION A -A
MAINTENANCE
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY
AND AFTER SIGNIFICANT 9 INCH OR GREATER)
RAINFALL EVENTS TO SEE IF ANY EROSION
AROUND OR BELOW THE RIPRAP HAS TAKEN
PLACE, OR IF STONES HAVE BEEN DISLODGED.
IMMEDIATELY MACE Ad. NEEDED REPAIRS TO
PREVDD FURTHER DAMAGE.
10 TYPICAL RIP RAP APRON
NTS
NTS
NATURAL GROUND
MAX. SLOPE (TYP)
1+
I
N. 2.5
NATURAL GROUND �1 i
3 /
COMPACTED SOIL
���
BE RBNICLL TO 12 INCHES AND THE TOP WIDTH TO 6',
OTHER REQUIREMEm SWILL REMAIN THE SHE.
TEMPORARY DIVERSION KEY NOTES:
1. CLEAR THE ARE UNDER THE BERM AND STRIP THE ROOTS/OTHER ORGANICS.
2. COMPACT THE SIDE SLOPES, PREFERABLY WITH A TRACKED VEHICLE TO SLOW RUNOFF VELOCITIES.
3. VEGITATE THE RIDGE OF THE BERM IMMEDIATELY AFTER CONSTRUCTION UNLESS THE BERM WALL REMAIN IN PLACE
FOR LESS THAN 30 DAYS.
MAINTENANCE:
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
AND MAKE TIMELY REPAIRS AS NEEDED.
7 TEMPORARY DIVERSION BERM
Approved Storrnweter permit Documents
Construction in accordance with those documents is
required by the stormweter permit. North Caroline
rules require that the stormweter system designer
Inspect during construction: certify conformity with the
plans and specs; and Certity compliance with the
stormwater rules. 05A NCAC 2H .1008(j))
PermN # Sul G / 4 0 9 o Z Date /O • !O • /tl
by 4. n
Sheet #__C_4_&_Revision Date ' !4,
NTS
409 Chicago Drive - Suite 112
FayeReAt.le. North CaroUna 28506
Phone (91o) 426-6777
Fax [phone]
I-icense Number. C-2354
60LUTION'5, INC
�cNAlNccmNt SUQVGnN(, AP5 c TPUc"LAyouT
REVISIONS
PROJECT NAME
BLACKBRIDGE
VILLAGE
SUBDIVISION
ZERO LOT LINE
DETAILS
CLIENT
639 Executive Place, Suite 400
Fayetteville, North Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
843
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
SEPTEMBER 16, 2014
SHEET NUMBER
C-61.0

DRIVE STEEL POSTS 18' INTO THE GROUND
MAXIMUM B' O C. AND EXCAVATE A 4' X B'
ATTACH WIRE FENCE TO PASTS AND EXTEND
ATTACH WIN OFTHEFENCE POSTSAN THE
THE
MOTES.
TRENCH UPHILL ALONG THE LINE OF
PO6T6.
EXCAVATED TRENCH AND TURNED OUT
4' IN THE TRENCH.
1. WIRE SHALL BEA MINIMUMOF 32 INCHES IN WIDTH AND
STANDARD METAL POSTS 2'-0" IN GROUND
TOP B BOTTOM STRAND
SHALL HAVE A MINIMUM OF 6 WIRES WITH IT STAY SPACING.
NOlE3:
MIN. TOGA LIRE
2 FILTER FABRIC SHALL BE A MINIMUM OF 36- IN WIDTH AND
1. GRADE THE BASIN SUCH THAT THE BOTTOM IS LEVEL
A 1 TS UIWE IWeWIAE UAIH
(�
STEEL POSTS
STAY WIRES
MIN. 12IQ GA
SHALL BE FASTENED ADEQUATELY TO THE WRE WITH 0 WIRE
STAPLES I-17 LONG. FABRIC THAT DETERIORATES TO SUCH
DRIVE POSTS 24-INTO THE GROUND
ATTACH VANE FENCE TO POSTS AND EXTEND
2. INSTALL THE BAFFLES AS SHOWN ON THE GRADING PLAN.
YFSX GPB♦INGS)
LINE HARES
EXTENT THAT ITS EFFECTIVENESS IS REDUCED SHALL BE
REPLACED BY CONTRACTOR AT CONTMCTCR'S EXPENSE.
MAXIMUM 4' 0 C. AND EXCAVATE A 4' X 8-
TRENCH UPHILL ALONG THE LINE OF
THE BOTTOM OF THE FENCE F INTO THE
EXCAVATED TRENCH AND TURNED OUT 4'IN
BAFFLES SHALL EXTEND THE FULL MOTH OF THE BASIN.
MIN. 12-14 GA.
-
3. STEEL POSTS SHALL BE A MIN. OF 5' HEIGHT AND SHALL BE
POSTS.
THE TRENCH. SUPPORT LIRE OR
3. DO NOT SPLICE THE FABRIC. USE A CONTINUOUS PIECE
ACCROSS THE BASIN OR TRAP.
.......-.f a
`n
4'^
THE SELF FASTENER ANGLE STEEL TYPE.
4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER KEEN
STEEL PORTS
ROPE
4. POSTS FOR THE BAFFLES BAD, BE 4' DID
FIiRd BFRN
Slm POST
^ Qp
LME GRIDS A$IWLON DEPRESSION
"
,.
"
RIND AFTER OCCURRENCE .FEC ANYNECESSARY
MAINTENANCE
Co IPPRDI(`J•jt THE N[L
APPROACHING
REPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF
CLEAN-ACH UP TO
q
4
THE DEVICE SHALL DE MADE IMMEDIATELY.
1. INSPECT THE BAFFLES EACH ACTIVE DAY DNSITE IN
STEEL ME POSTS PFEETOST NV 11E GROUND
-..._.......-�........_ 2 OU OIG THE
- vk ...._.._. SINMXINDNG TE MET SPACES Pb515 EVENLY AR0IRD
F "{
.r '�
.-.a,, `
A,
S. REMOVE DEPOSITED SEDIMENT ALONG THE FENCE TO
PROVIDE
NO CASE IfSS THAN ONCE PER KEEN AND AFTER EACH
CH
RAINFALL EVENT. MAKE ANY REPAIRS IMMEDIATELY.
THE PIER&I OF THE tlKET A MA1BLIIlY OF 4 FEET
--''
zrti
'�syj?y
ADEQUATE STORAGE VOLUME AND TO REDUCE
PRESSURE ON THE FENCE
BOTTOM ANCHORED WnH SIMPLES
APART
._,.,., ,,, *
STEP
STEP 2
AS NEEDED.
2. REMOVE SEDIMENT DEPOSITS AMEN ME MEASURE
REACHES HALF FULL. TAKE CARE TD AVOID DAMAGING THE
!'a4Xt_
I fd e ��1A1 3. SURROUND THE POSTS WITH MIE MESH RWOK#M
5. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN NCDENR
BAFFLES MEN T£ SEDIMENT IS REMOVED.
'4 �qy CLOTH. SECURE THE WME MESA TO THE SIEFL POSTS AT
' "`' X h THE TOP, IbD1E ND BOTTOM. PIACMG A 2 fDDT FLAP
ATTACH THE FILTER FABRIC TO THE RARE FENCE,
EXTEND THE BOTTOM OF ME FABRIC W INTO THE
BACKFILL THE TRENCH AND COMPACT THE SOIL
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
REPRESENTATIVE. THE ACTION WILL BE APPROVED MEN THE
''
3. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE
S
i .
7aY v'X _ ---'
a 11E WIRE RESIT UNDER 11E GPANIl FOR ANCHORING
`�">�Szv ,y '✓'_'Lisf IX'�vyg��..4%�; 6 RECOMMENDED
TRENCH AND TURNED OUT C IN THE TRENCH.
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
CONTRIBUTING DRAINAGE AREA IS STgBIE.
_
2S-
�'"+`
`:"
CONTRACTORREPRESENTATIVE THE AIS CTION M.I. BY AN
NCDENR REPRESENTATNE. THE ACTION Wu BE
APPROVED MIEN THE CONTRIBUTING DRAINAGE AREA IS
4. PLACE DEAN GRAVEL (ML'Dr (f5 OR 157 STONE) ON
STEP 1
STEP 2
STABLE,
INLET ZONE
ffi Ls SURFACE AEA
A 2:1 SLOPE WITH A HBDn OF 18 NC16 AROUND 71E
r WiE AND SIIOTHf RI IN EVEN CARATS
SLOPE GRAVEL FILTER /5MUM AHED TOAIEIINr OF IS-
TOP RACEDOF
POSTS MAX 8' 0 C.
HARE FENCE HARE'
ATTACHED By ITE NETTING ROTTHE FABRIC
APPROVED BXTEND OOF STATHE
4. PLACEMENTLEON-3BAFFLES:
INLET ZONE 35% OF LENGTH FROM ENTRYPOINT2:1
FIRST INLET
FW6 CHAMBER
FIRMLYBACKFIL THE TANCHOR THE BOTOMOFTHE SILT
SILT
FIRMLY TOANCHORFABRIC
BOVE
YNMN OR%iE TOP CF IK)X 5 DUCE THE CONR✓�DWD ORANGE AREA WS BEEN
STAMM REMO'T: A.CAMULATED SEDIMENT AND
- wr ,=
y
A
�� -
r�
"+
m FILTER FABRIC
THE BOTTOMFARE
AND POSTS EXTEND THE BOTTOM OFT 4' IN TH IC
8- INTO TRENCH
FENCE. BURIED FABRICS HALL BE BE VISIBLE
HAULNT BE VI
THAN OP ME FABRIC SHALL BE B' HIGHER
SECOCELLLL-25% OF
SECOND CELL -15%OF LENGTH FROM FIRST CELL
FIRST CELL
OUTLET ZONE-15%CE LENGTH FROM SECOND CELL
OF
25x OF SURFACE AREA
ESTABLISH FINAL CRIDING ELEVATIONS
I,. }
...t 3 t `4EE ,
': j,,
� �' � '?
'.
v„ x
� � �
Q PJ RARE STAPLES t-1/2'LONG
BOTTOM OF MBE FENCE N0
2 �
TRENCH OR EROSION CONTROL
OL MAT ING
STAPLE OR USE B'ER031W CWTROL MATTING
STAPLES.
THE
THAN THE KfIR
POSTS MA%4'OC.
SEfdD dI16FlM
.� OF SIIFA. AREA
& COMPACT THE AREA PROPERLY AND STABILIZE IT WITH
`"' I :.
.-t„�" L {
I
O FILTER FABRIC BURIED B'IN
QIIIEr
GiATIKDC
.+�. ��
E%CAVATEO TRENCH &TURNED
WT 4' IN THE TRENCH
A
TOP STAY WRE OR ROPE
ZD�
1S OF, SURFACE AREA
�yQW
% JUTE NETTING OR EWNRENT
BOTTOM OF FABRIC BURIED 3'
1
f IN EXCAVATED TRENCH
STEEL POST DRIVEN
TURNED OUT I IN THE
'x
PERSPECTIVE VIEW
N' INTO GROUND
{9 TRENCH, OR PINNED WTHF
q
t EROSION CONTROL MATTING
STEP 3
MAINTENANCE
STEP 4
SECTION A
STAPLES.
-iLW
HMIrBUNCE
�P
:._..
-
I.INSPECTSEDIMENT FENCES AT LEAST
ONCE A K£EK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
INSPECT INLETS AT IF.WI WEBILY AND AFTER EACH SIGNIFICANT (IQ INCH WGREATER)
RAINFALL EVENT. CLEAR THE MFSH IME OF ANY DEBPoS OR OTHER OBJECTS TO PROVIDE
2. SHOULD THE FABRIC OF A SEDIMENT FENCE
COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
A
_ STEEL POST DRIVEN
24' IWO GROUND
ADEQUATE R_M FOR SUBREWEM MW, TAE CARE NOT TO DAM(# OR UNDERCUT
3, REMOVE SEDIMENT DEPOSITS AS NECESSARY
TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE
NEXT RAIN AND TO REDUCE
STEP 3
STEP4
SECTION
THE WRE MFSM DJRNG lIF SEOIIEM REMOVA.REPLACE STCK/5 NEEDED.
NTS
PRESSURE ON THE FENCE. TAKE CARE TOAVOID
4. REMOVE ALL FENCING MATERALSAND
UNDERMINING THE FENCE DURING CLEANW T.
UNSTABLE SEDIMENT DEPOSITS AND MINGTHE AREA TO
GRACE AND STABILIZE AFTER NTS
A -A
NITS
THE CONTRIBUTING DRAINAGE AREA HAS
BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL.
1 HARDWARE CLOTH & GRAVEL INLET PROTECTION
2 SILT FENCE
3
POROUS
BAFFLES
d.w 11.22MI
GABION SPECIFICATIONS
4 w It 22MI
TRAP INSTALLATION
8W[244MI •
�I 2ar CO SIR
LI
ew'12a M1 i
-I 2 w 10 SIR
MATERIAL
GABIONS SHALL BE MADE OF WELDED STEEL WIRE MESH OF
NOMINAL SIZE OF 3' X T THE WELDED STEEL AI RE SHALL BE PVC
COATED IN ALL APPLICATIONS PERTAINING TO THE GADION.
DIMENSIONS
12"
4w (1 MR
4W TI MR
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
07 STAPLES PER SQ. YO,
0.7 STAPLES PER SO. YD.
FOR HEIGHTS, WIDTHS AND LENGTHS ARE SUBJECT THE APPLICATION
6•
(08 STAPLES PER SQ. M)
IS 0 STAPLES PER $0. M)
AND PURPOSE. IF THE LENGTH I$ INCREASED BY A MULTIPLE OF THE
\/� (.
WIDTH THE BASKET SHALL HAVE A WARE WALL DIAPHRAGM SEAM INTO
ITS INTERIOR TO MAINTAIN THE SHAPE OF THE BASKET.
eL ti %s• -'\ ....
�i a2,$-Y`L„�% 3 ® O
2wI061 MI 3w 1091MI • 1�10��
200'106IMI 300'10.91MI • •
400,
1w101
FABRICATION
GABIONS SHALL BE FABRICATED IN SUCH AWAY THAT THE BASE SIDES,
-x� , .:.:-
4w.It�Y1MI •
112� • •
LIDS ENDS AND DIAPHRAGMS CAN BE ASSEMBLED AT THE
1_ 2ar(061N
•
J_ y
T
2.w`1061M)
CON STRUCTIONSITE INTO A RECTANGULAR UNIT OF THE SPECIFIED
" '
"^n
2 w (o 61MI
xw' 1061MI •
SIZE. THE LID SHALL BE A SEPARATE UNIT OF THE SAME MESH AND
•
• • •
WIRE SPECIFICATIONS AS THE BODY. THE WELD SHEAR STRENGTH
" "\
4w B MR
•
• •
4.W B MR
SHALL COMPLY WITH ASTM A-185-90A. WHERE THE LENGTH OF THE
3B ^
4w pmm
• 4w hz2Ml •
GABIONSIION SHALL BE
A TONEXCEEDS
^ ^ ^
•
• •
TO CELLSOF EQUAL NGTH THE WIREDIVIDED
MESH SHALL
•
• •
BE MADE OF GALVANIZED STEEL WIRE HAVING A MINIMUM DIAMETER
• •
OF 3 MM. ALL WARE USED IN THE FABRICATION OF THE GA13ION AND IN
'
1.3 STAPLES PER SQ. YO. - 1.7 STAPLES PER SO. YD,
IT 5 STAPLES PER$0. M) (2.0 STAPLES PER SQ. M)
1.3 STAPLES PER SO. YD. 17 STAPLES PER w. YD.
15 STAPLES PER SO M
( 1 (2 0 STAPLES PER SQ. M7
THE WIRING OPERATIONS SHALL CONFORM TO US FEDERAL
SPECIFICATION OO-W-46IH AND POSSESS A SOFT TENSILE STRENGTH
WITH A CLASS 3 FINISH 5 ZINC COATING IN ACCORDANCE WITH ASTM
I 3"
Ab41. PREFORMED STEEL WIRE SPIRAL BINDERS WITH A 3' PITCH ARE
USED TO ASSEMBLE AND INTERCONNECT EMPTY GABIONS AND SHALL
®
® ®
MEET THE SAME SPECIFICATION AS THE WIFE USED IN THE MESH.
L
L
1mto 46MI I.50'(OI6M1
AFTER ASSEMBLY, THE INDIVIDUAL CARTON UNITS ARE
.. 5
O
3w (o at Ml • 3ar 11191 Ml • •
3w fo.9l Ml • • • 1W'Ia46M1 3w 1091M1 • • • •
1W'(O.a6M1
INTERCONNECTED USING THE SAME WIRE AND THE CONNECTION
• •
2w[D DM
•ti • • •
SHOULD BE MADE NO LESS THAN EVERY 6' ALONG THE PERIMETER.
vS
• •
4.w' T MMI
�- w'1061MI
THEY SHOULD THEN FILLED WITH CLEAN. HARD STONE FROM 4'-WIN
1 W' III MR
• •
• • • • • •
4 w' 1122MI
1 W 10 30R
DIAMETER. THE LIDS ARE THEN CLOSED AND JOINED TO THE TOP
• • • 20D(061M]
• • • • •
EDGES OF THE INDIVIDUAL GABIONS AND DIAPHRAGMS. THE USE OF
4w.I 22K
• • • • • 0 •
2 W ID.SIR
EXPEDIENT CLIPS OR HOG RINGS FOR THIS PURPOSE IS NOT
• •
1,00(03OAI
PERMITTED.
• • • • •
• •
• • • • • • •
IF PROPERLY CONSTRUCTED, THE LIDS AND PANELS SHOULD MEET
34 STAPLES PER SQ. YD. 36 STAPLES PER SQ. 1T].
• • • • • •
CLOSELY WITHOUT GAPS AND THAT THE TIES PROVIDE A TIGHT JOINT
AT ALL PANELS AND DIAPHRAGMS
p.t STAPLES PER 50. M) (43 STAPLES PER SO. M)
NTS
34 STAPLES PER B0. YD. 36 STAPLES PER SU. YD.
(41 STAPLES PER SO. M) (43 STAPLES PER SQ M)
NTS
NTS
5 STAPLE PATTERN FOR 4' ROLLS
6 STAPLE PATTERN FOR 8' ROLLS
7
GABION BAFFLE
INFILTRATION BASIN
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
NOTE: THIS CROSS SECTION IS TO BE USED FOR THE
2.
BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
ENTIRE LENGTH OF THE BASIN.
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
SEE PLAN FOR WIDTH
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET.
3.
ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE
EXISTING
-
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES
GROUND
>. k GRASS,., T
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM' STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
,_
"
x,
4.
THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
ON BLANKET TYPE.
aii SEE PLAN FOR
'
1 L-X DEPTH
5.
CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
1
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
3
BLANKET WIDTH.
'• *' 3
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
I I )':, -: 4" MIN. CLEAN SAND WRAPPED
PROPERLY SECURE THE BLANKETS.
,(�ttv IN GEOTEXTILE FILTER FABRICCOMPAC
-
SEE PLAN CONSTRUCTION SPECIFICATIONS:
SUBGRATED
SUBGRADE
1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER
OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.
2. EXCAVATE THE BASIN AND SHAPE IT TO NEAT LINES AND
DIMENSIONS SHOWN ON THE PLANS PLUS 02 FT OVERCUT
AROUND THE CHANNEL PERIMETER TO ALLOW FOR
BULKING DURING SEEDBED PREPARATIONS AND SOD
MAINTENANCE:
BUILDUP.
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL
1. INSPECT THE EROSION CONTROL BLANKET ONCE A WEEK AND AFTER EVERY RAINFALL.
SO THAT SURFACE WATER MAY ENTER THE BASIN FREELY.
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED BLANKET.
4. ESTABLISH GRASS IN THE BASIN IMMEDIATELY.
3. IF GROUND COVER IS NOT ESTABLISHED THROUGH THE BLANKET WITHIN 2 WEEKS, THE BLANKET
SHOULD BE REMOVED AND THE AREA RESEEDED. AFTER RESEEDING, THE BLANKET SHOULD BE
MAINTENANCE & CONSTRUCTION:
REINSTALLED.
1. INSPECT THE BASIN FOR EROSION ONCE A WEEK AND AFTER EVERY RAINFALL
2. IMMEDIATELY REPAIR AND/OR REPLACE ANY DAMAGED AREAS.
NTS4.
3. MAINTAIN PROPER CROSS SECTION UNTIL THE DITCH IS STABLE.
KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES NITS
V
8 INFILTRATION BASIN CROSS SECTION
Approved Stormwater Permit Documents
4 EROSION CONTROL BLANKET INSTALLATION
Construction in accordance with these documents is
required by the stormwater permit. North Carolina
rules require that the stormwater system designer
Inspect during Construction; Certify conformity with the
plans and specs; and certify Compliance with the
stormwater rules.(tSA NCAC 2H . 1008(j))
Permit# 5WGl4 0 0 Date 10- 10' l
by ?79ls✓.AU
Sheet # (, / Revision Date 9• «• �4
A09 Chicago Drive - 'June 112
FayetteviLle. North Carolina 2,8
, 306
Phone (go) 426-6777
FxR [phone] v
LJcense Number C-2554
�5oL_UTIONs5 iNc
�cHCIMxcTDNc � OIXLVL.YING /IL GT'S � CGIi>TI2IKTMN LAYOUT
REVISIONS
PROJECT NAME
BLACKBRIDGE
VILLAGE
SUBDIVISION
ZERO LOT LINE
DETAILS
CLIENT
639 Executive Place, Suite 400
Fayetteville, North Carolina 28305
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
843
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
SEPTEMBER16,2014
SHEET NUMBER
C-6ol