SW6220703_Plansheet - Grading_Drainage Plan_20220810

\\ I
\ \ I\ EXISTING
PINE STUMP
\ I _ WITH NAIL ❑
MILLS FAMILY PROPERTIES, LLC
315 �\ / / /��- J - DB 3496, PG 751
ALAN EDWARD TYNDALL ���1 _ 54 -� O
DB 3801, PG 981 1
� 38 77
�� 53 55 6 / 78
� —_-� — —. � I ,III , (/ / -�- � , // / /, 79 ••�-
76 R LEMON E Co �,• ��6 = . ` \ GROUND STABILIZATION CHART
(SR1323) 1 L - w �, /W (Pl' 08 ` N`. ✓ /
331 3u ' wo h '� I I J� % 3 05 f Y r - . 1. f' ;
/� o 77/-,!�Moo;ES;�I e I •��.1.`.`. ^/ o �• 9�- �� _
NORTH r 75 LAJ
/ \
� 1 f � � r 3�^,� v ��•L••�� � // w U� � f // J `�••�• ��+�.1�. .� !\ �_ � � I � / ,•�. •�•�•I •I
I 5 I !l'� `�• r J I
/ (J 50 I I ����N�• / p 82 81 \ �'+: ; N+�� �) , �1 :'-'•� �• ,�; \
VICINITY MAP �� w % J59 /� 58 k w 5�. r l) ( ,( • • �►•• �:•`
pl sf lJ o ill 74 , a
NOT TO SCALE49
i i> i `.• / f , f :..�,• �.• .--.'.•.-
rj
73 l\\` ( •'f_ �� �,y: .:X`
,o I III 84
• � 1 ) I iN/F
+`+,`+
83 1 \' �.� \8�� WILLIAMS C. SMITH &WIFE,
f 2a J 1 M I r f 3° I a I �' \ ) , TTELIZABETH B. SMITH
47 / )� i/ ,��9�,`,' ; 1 I 0� \�\ l� �� �,�••'•••. DB 735, PG 838
C9 `\ •��� �S 62 1 1 / 3/0
O
❑ s I N 46 1 +%t •�•
�
LEGEND:
EIP Oo EIP-EXISTING IRON PIPE
EIR Oo EIR-EXISTING IRON ROD
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
OVERHEAD UTILITY
WETLANDS
PERMANENT EASEMENT
TREE LINE
270 MAJOR CONTOUR
278 MINOR CONTOUR
X 301.25' SPOT ELEVATION
•� / Q (� ` \ J /, 1- \ BENCHMARK
0� : \I I /
01l�' 320 2g5/ / J .7 /` MAILBOX
\�,`.w` \•I.•,` �� �� ^1 \� 86 f /1 t`.+`• .`� f // ,:'�,-�,• •,,,-�♦�c� t 2g�/`~�� ✓ PP TRANSFORMER
1 J \ �" \ f r ) l I ! , f, 11 • UTILITY POLE
45 , O �\ ` 11 \�\ �' �'` :[. ,\%�' 32 ( I 1 /" l l P` :•. �' �" , 1 I
r� � o ) J �-�• •• ` � NOTIFICATION OF COMBINED SELF -MONITORING AND C• GUY WIRE
O ok t1 / ` `�`.r x�: '�: .� ` , : `G: ;' •�" / SELF -INSPECTION FORM: T TELEPHONE PEDESTAL
87 ' / j - .�,.�,` a ( I 0
\ ��`�•;�"�` �� M� c� 8 3�� �� ��\\ \ A+��"� � I I N (� • / /// �'�� \\ ' � ` • ✓ j/ � ` THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN N WATER VALVE
\a 0' 33s '_(` ///�����oC ( +'�•�'�' �` 'I/ / ;/ M r / �� �( �� �� 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR AFIRE HYDRANT
N 572,380.020 //O �� 4q RAW<O 44 / �\ ^ '� �}� 1 i �� • •'J�. .C.�1/ h 88 / , `•?.`•`y \� /`• .`�// w ' I LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH y�o
E 1,960,394.139 I 1/2"1c� (pie /�O / O�/ 0 65 \`1` ,.•� fo / N i / O I •,•,• r�� PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED [ WATER METER
NC GRID NAD 83 EIP \ �/ /�/ try l /1,•\ / •+�`,',` �� (J
(2011) / 43 UT / \\� 11�\\\ 1 �� ',' , �o� J / �,1 �/, , , /^S ^\ EROSION AND SEDIMENTATION CONTROL PLAN IS BEING ® CATCH BASIN
/G, .YqC ���, 7 // / 1 I� , l l \ \ \ \ ^ • G� G 89/��� f ) r� /1 < • �-j ,�\ �� 1 \- FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE SHRUB
I ( 42 -� S \\ \ �%� ��CM\ J\��O / //% •'••`i`+` (� •I'•.• �• / ��- /� INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
S h \)� `�� � �,� � Q-J . \� ( I /�I( / . � I / � ✓ � I ASPHALT
1/2° 1/2" \ 41 �'� o5j 66 \\ \� '� I �� 's J��� 90 f TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS WETLANDS
ERB EIP( 67 69 l V, �' so. .O O� r •/ ` /j- -� `/ J� j`.•.,• `.' l: AND NPDES SELF -MONITORING REPORTS, DWQ AND DEMLR UNSUITABLE SOILS
40 39 55 ��S 29 �-- SELF - INSPECTION
�s\W \ 68l� 1 - Q�'�� \ 4gvg<`,A / /� I z • �S- . o , I DEVELOPED A COMBINED FORM. THE SELF INSPECTION
O \ 1 l } �J �� s /�� - J I ( /`•`�` f /// \ 1 PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING LOC LIMITS OF CONSTRUCTION
�-IJ r 2„ �^ / l \6 e �O �21 �"'' / _ Nf J' ( \ I •�// PROGRAM OF THE NPDES STORMWATER PERMIT FOR SF SILT FENCE LINE
1 2" 16 J I 1 ERe �� �1/ \ . �\ - - w Q` OC' l �O ,. �i 1 I I G / CA7`. f ���\ ( _\\ • I CONSTRUCTION ACTIVITIES. THE FOCUS OF THE JN JUTE NETTING
E B -�� /` M D \ \�; 0_/315 ti // �`)/ \�,•+ SELF -INSPECTION REPORT IS THE INSTALLATION AND
" 1/2 �f 38 o ' % �G I \, I <O�'Q C /` ��` / �� �I`� MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL DIV DIVERSION BERM
1/2 ERB f ` ^ 3o q OG �31 (� / ( h , / `\� MEASURES ACCORDING TO THE APPROVED PLAN. THE INLET PROTECTION
1/2" ERB �___ / / 36 i of 34 / �, s ( 91 ` \� `III I / // 1 `` I o
- --/ �� O \ \ / / I INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
ERe \ 1121/2 r -,CHECK DAM WITH WEIR
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
;ERB ri 14�, I 13 / I �,_ 6�—�-�__ 363 35 ' 1 COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
r 1 5 1 \ _ / r Mom 5 /8„� �� L ��320 �- �//� i/ FSSJ / ^ 01 , I
5/8' rn HTTP: //PORTAL,NCDENR.ORG/WEB/LR/EROSION
I - 5 8 (J 1 ERB o / / / ���� J' % 7 316 \ O / 1� // p p9`
I - Iv l / ERB\ ✓ M/ �J �� / 1 f/` - .� _ /� 3 I1 ,, / (j �/��' I IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
I R ERB '� ' //'✓ ; — �— ; = J\ J '7 . �c 1�
_ 1 ERS p ` J / �i�✓ j f��- . - r- yam/ \ // /, I J� •\ '�•' • PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910)
OV�I `+':` _ �✓ l� t0_C �1 /� 433-3300.
SR 1399 (SPRINv L� R/W\ ERB ' ' J %% /=T•%�;�`CA5 ��• ,/,�,y �„ T oo� �w>�\' // ���( �/ o \ • �.�. v ������✓ 1„
50' P 1� /1<% . �'�—'" •� - �, a / 1j ✓ EIP
CAROLINA SEASONS / '�_
PHASE 2 SECTION 1 ERB I // B / - - �` \� 1. 21 ((� / /� I 97 0 •`
PB 2009, PG 96 \ �__� ��((� / <'-� \ •/ O °'� �' ��� l\ �,f/ // �/ \ •��
96 CA6 :�• / I ( `\`
CONSTRUCTION SEQUENCE 110 \ / �// ��j�'�✓ ' ��`�- - �\ \� / / cY �� l y /� I 1 1 /f r 'J _ HOC '� /��� _ �\
222 i►1 I " % J%}� i�� , �- os :- \ /f f \ ;'4�
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND 11 EIP)
HOLD PRE CONSTRUCTION CONFERENCE.
�f �/ `-�/ \ ` i `' j_ V� / r 15 /)/ / 1� 1 ` �v " , 2 : ' r' �� 2. INSTALL STONE CONSTRUCTION ENTRANCES, TEMPORARY O � I /� _�- \ �� I ,'"� � - o, J / �I 3 )�11 , // / r��� l� � U �. _ G
SILT FENCE, AND TEMPORARY DIVERSION BERMS WHERE ERB \ I/// / / J� �s I/ f I�•'• SPECIFIED. �" J 338 1 •� 23 /' 1 g0o>
/ ram` ///� GOB -'\ O / f�,` �
3. CONSTRUCT TEMPORARY SKIMMER BASINS & SEDIMENT \ \ �rrJ / ��/// wt _ / /� / �`�% / rJ f 95 / GRADING NOTES AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE
TRAPS. \ �-� f 31 j 32 j� P �o \ -/ I / 0 310 // �•,•,' / j "' \\� 1 •,• \ PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
4. CLEAR AND GRUB THE SITE AS NEEDED, \ O f . % 1t / / •,•
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDINGOOw•// 1 1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL OPERATION.
TO AREAS REMAIN GRASSED. / j \ Q % v
6. INSTALL TEMPORARY CHECK DAMS IN SWALES AS SHOWN. \ � � �� `�48 �sr0 � �, �� J � \� � \ / CA4 0� � � , ; •�,`' •� / /r� % Jam" \\o CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED 7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH
7. INSTALL UTILITIES. 1" EIP -Z _ I 1 ��:/// �o \�\ M /, +�./ I S 94 // Oafs \ l �� 1--� GRADE OF THE CURB, UNLESS OTHERWISE NOTED. DURING AND AFTER GRADING BY THE CONTRACTOR TO
8. INSTALL INLET PROTECTION ON ALL NEW STORM WATER (PINCHED)C\ S� \SRB _ %� \ �`_ � / % �% _ �„�•,�:.,� ��� `S� 3 ��-, \\ ' • JD 14 i 2 ALL SIDEWALKS
CROSS PEDESTRIAN
NO STEEPER THANSURFACES AND IS DETERMNE IF INED ANY
SLOPE
ERSTABILITY
PROBLEMS
ROSTABILITY
EXIST. IF IT
INLETS. ma's) \f �0 25 1 / f < ,� r� �\ ) �C
9. PERFORM FINE GRADING. ,✓� l I ��f ,) `j / �� O \(% �\ N F LONGITUDINAL SLOPE NO STEEPER THAN 5%. PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
10. INSTALL AND PREPARE BASE COURSE. �/ 30 _ -M I / // , j , 0 99 �` \` / 3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL 8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
3 / /I r�/--/ WILLIAM ARNOLD JOHNSON & LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED
11. PAVE ROADWAYS. CAROLYN KAY JOHNSON
12. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED WITH THE APPROVED EROSION AND SEDIMENTATION BY SILT FENCE.
26 / , �// 3�0 / 93 \� \� DB 816, PG 976 CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND 9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL
AREAS. S�NSIDE6 -� 29 \ �// /� �i / w �/� t PB 1, PG 306 MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS
13. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO 1" EIP���jf� / //� V DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. IN PROGRESS.
REMOVE ALL TEMPORARY MEASURES. O / ) III, o ��o O /
[- \ �27 / � �J'I �' � � �//��. 100 4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE 10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE
14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED QP28 �j / ( _ PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN
AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO
ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. l I (����J.• ) / �^� �h �� 101 BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HANDLE THE STORM WATER ARE CONSTRUCTED. THE
15. TERMINATION OF COVERAGE UNDER THE NPDES GENERAL
2"
✓ / 1/2 �(� / • l •r•r; r ((� / l - ��o \ HAS BEEN COMPLETED CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES MUST a EIP / 1 sRD / , �`.,t • f l II I (�I 1 L \� \� 5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
BE REQUESTED BY THE PERMITTEE VIA A NOTICE OF / //�i ,,,:i'C' .� l� �` 20 �r5 Q� �\ 1U, I\� CONTRACTOR AND THE OWNER TO PROTECT ADJACENT 11. ANY DEVIATION FROM THE APPROVED GRADING PLAN
TERMINATION (NOT). THE NOT IS AVAILABLE AT: / ❑ /j /2„ J 1/2'%/ ��/ /1(� L\O O 1 I \ PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR
HTTPS://EDOCS.DEQ.NC,GOV/FORMS/NCG01-TERMINATION. ' jj1 �J / ( •, •+� �,�`, ` \\\ 19 1 1�
PLEASE NOTE THAT THE CLOSE OUT INSPECTION REPORT HEIR I • • \ \ OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR TO IMPLEMENTATION OF THE CHANGE.
MUST BE UPLOADED AS PART OF COMPLETING THE NOTICE N/Fl / \ -`�c�, `' , ) 18 \ \\ E 1,963,081.011 THE UNDERGROUND UTILITY PIPES, CONDUITS, OR 12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR
OF TERMINATION PROCESS. LEON UNDERWOOD III & WIFE,/2 / ���,�\�S \ 1 2„ 1� `NC GRID NAD 83 STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75
SAMANTHA UNDERWOOD SRB /1-1 ���j���•-. I " 11` s s /N 17 \ \ (1� „ (2011) 6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY TEMPORARY EROSION CONTROL BLANKET OR EQUAL
/ DB 3855, PG 336 d \ �•� .`•� J�7I� / �A 1" EIP I > ���� 1EIP v � THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE SUBSTITUTE.
PB 2020, PG 206 / p �• ^ )_ 1 ( t,j \�
EROSION CONTROL NOTES CHANNEL. IF REMAINING FOR MORE THAN SEVEN DAYS, ACTIVITIES. ► •� ~ �a GQ-� P \ ��� \ ✓/
STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE h�
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR OR OTHER MEANS. CONTROL EROSION FROM ALL ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES \ . ..`.�`"`:��` RB
MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE. STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES. PERFORMING WORK ON THIS PROJECT, \
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE l ^ I �Q 0 10
AND INLET PROTECTION DEVICES WHEN THE STORAGE MUST BE NO LESS THAN FIVE FEET FROM THE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY \ •;•1 11 \ / �O �`^`' \ 3N5 `- -� ��
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ! 1 I L�'" DSO, 166
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL MORE THAN 24 HOURS. ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE \ ❑ 15 f Qo R, w ps/�jti1 \\ ❑ '
NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. j / O _ C (Ve ON N/F
\ </C TR 1/2 33i I
11
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING 14. PURSUANT TO G.S. 113A-57 2 THE ANGLE FOR GRADED � JEAN M. WILLS
( ), 1 / r 0 O El w� C 8 �• (/ FF EIP
BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT DRAINAGE AREA HAS BEEN STABILIZED. INSPECT SLOPES AND FILLS SHALL BE NO GREATER THAN THE RTY •�•� 1 / �h \ o Tk/TY O/� \\ DB 1698, PG 900
FENCE PROPER WILL BE
REPAIRED AS NEEDED TO MAINTAIN A AEMEROSION
AND SEDIMENT CONTROL DEVICES ON ANGLE THAT CAN
ERETAINED OVER OR
DAILY
BASIS AND REPLACE DETERIORATED, DAMAGED, GED, R OTHER ADEQUATE EROSION CONTROL DEVICES OR ti ( 1 1 \ O (OC qC PB 1, PG 306 SS) \\\\1(L
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR ROTTED EROSION CONTROL DEVICES IMMEDIATELY. STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, cl1Tt� ` 3qs \\� 12 2 .
PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF 8• TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY l o f�tiL
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED N/F f C O
WILLIAM COLEMAN OVERTON _ - 6 � �-
BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE DENUDED AREAS IN WHICH GRADING OR SITE BUILDING WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES TRACT 2 OF 3 w G/ �� \/ '� 1/2" Q ill
OR AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. 13 C-4 EIP OO
CONSTRUCTION. AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR DB 3561, PG 73 / C
TRACT 2 OF
3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION T �� �� z �� O �. ✓ ( I
DB 906, PG 850 \ 1/z' r C-5 1 \ CA3
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR CONTROL MATTING, AND/OR SODDING AND STAKING IN MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN I / EIP / i �J I -
/ PC #E, SLIDE 2-B �� 1-'
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH GREEN SPACE AREAS AND OTHERWISE APPROPRIATE 90 CALENDAR DAYS FOLLOWING COMPLETION OF !- , I �)�G3,�
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON CONSTRUCTION OR DEVELOPMENT. r)) I'
F' `• I - SRB w r JIIIIII \ 11
DESIGN MANUAL. AREAS TO BE PAVED. 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION � 14 / � _- \ / / 103 /11� /( N/F
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL CONTROL MEASURES SHOWN AND ANY ADDITIONAL ��/) 1/2" ' �1 �\ J 330 �111 I SAMMY D. THOMAS
OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING I J /EIP r G6 , 2" EIP O DB 3366, PG 626
LAND DISTURBING ACTIVITIES. 910-433-3300 FINAL STABILIZATION AND PERMANENT VEGETATION HAS THE COURSE OF CONSTRUCTION. / / ` (PINCHED) o" -- 3 /'! .r1/2" PB 1, PG 306
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS f o YS ( \� O� J �� 1 / j / EIP
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE APPROVE THE ACTION PRIOR TO REMOVAL. NECESSARY, AND MULCHED ACCORDING TO THE DETAILS / ( / /% \ CAROLINA SEASONS �� o� / / //1/2",
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED HEREIN. //� D EIP !I �� SECTION ONE r�� �1 �� L2 �\ 104 // ,N IP,/
/ 1 /z1 C-7 , C-2 �� - �j CA2 '
WHEN TRACKING OCCURS. CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT PC #E, SLIDE 85-C
6. LOCATE SOIL STOCKPILES NO LESS THAN FIFTY (50) FEET ACTIVITY. ARISE ON SITE IS SHAUN GARDNER. CONTACT /� /� o o \� \ �v� -
FROM ANY PUBLIC OR PRIVATE ROADWAY OR DRAINAGE 11, THE INSTALLATION OF EROSION CONTROL MEASURES SHALL 910-988-8172, I / / - _ � -- -
TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION - /��- 1EIP' 1EIP '
�� 2,.
GRAPHIC SCALE I r�A-3 N EIP-
• 150 0 75 150 300 600 A4 ) I � A__ / _ CA1
p I TBM
4D DISK #3
1 N 570,310.618 _
( IN FEET ) / EIP E ELEV2354. 617 \ ERB r EIP
1 inch = 150 ft. i�-� \ INC GRID NAD 83 Z�_ _ _ EIP
Know what's below. 1 ; A-5 ; NAVD 188 SR 1323 (PONDEROSA TRAIL)
Call before you dig. 1EIP — moo} _ _ _ _ 60' PUBLIC R/W THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
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)
4DSite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
,�` IIA "0 z
C�1
``ZOO•• ..•R• % %z
SS J
SEA
• 02
() I I1118) ``` `
0 7 2 7- 22
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
OVERALL
GRADING AND
EROSION
CONTROL PLAN
CLIENT
GALT LAN D
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1631
DRAWING SCALE
HORIZONTAL: 1 "=150'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-3nO

LC
• �- - - TEMPORARY SEDIMENT TRAP #4, y
oo� L=35', W=20', D=4' I NFL
• • 0� SIDE SLOPES= 2:1
TOP OF BASIN: 302.00' C3.6
�• PIPE 4 ' BOTTOM OF BASIN: 298.00' / / ♦ FET C, C3.5
95.38 LF ® 1.63% 66" . x O 6 EMERGENCY SPILLWAY: 301,00'
CLASS III RCP(__ SIDE SLOPES OF BASIN ARE TO
o n / BE SEEDED WITHIN SEVEN DAYS. / / f l i l / C3'3
NV 296.00 / i p�J o° CA7
�\�e soL�T� /OC'VE(GETATIVE
/ I W '``— / / ` �310 \`D� = =/ // �� jJ 93 / // // ��� �" j / SHEET KEY C3.1
/// to BUFFER I v v �� S+�► W % // /� / / ,� p �� `�� \\ \
FROM TOP OF BANK I / /Z /
/ w
���1 CASlk
i DITCH #14 / / WO1 \ 1
30' VEGETATIVE BUFFER �c 19VoNAG S75
Cl)00 / I ` FROM TOP 0 iBANK
/ / ( \
/
z TEMPORARY SEDIMENT TRAP #3 �,
L=45', W=25', D=5' / ALL DITCHES AND r'V \ / // \ �- �� \ I ♦SFF
Y / SIDE SLOPES= 2:1 DIVERSIONS TO BE SEEDED o �� 338.15 338.27 101 S
TOP OF BASIN: 306.00' WITHIN 7 DAYS c 0'0 •-7� / o / \ \ \ O \ \ \ �- �\ \\ ♦ HEFT C
z G / // v l BOTTOM OF BASIN: 301.00'--335.99�DITCH
I r- // /r / 6' EMERGENCY SPILLWAY: 304.00' (/ , DITCH #13 /4OC. �`' /NAG S56/
SIDE SLOPES OF BASIN ARE TO m I /%/ / NAG C125 M 337.07. 340.-*
BE SEEDED WITHIN SEVEN DAYS. I 1 / \ C�0 / �3a� O� 0
J/ .t / /v �� w v/ w .✓ w ' I I I I I 1 I I \ \ \ ( 342.59 °�
Gj y w �W w W w 11 I �, I ICI III 111\\\ 1 ,�°40
\\ \
4, ' Q20 Loc
4 • , \ \ \ \ / /
J / I19
2 MITS 4 AC F CONSTRUCTIONOC
\ I I I I
40c \ \ \ \ \ I \ 1 1
�`W<O 349.19
�- v .v .v I ( \ l ' 00 ( ( I 17 DITCH #12 c
% 1 \ � NAG S75 349.75 \ � 11 1
I I N\ 571,140.312 \
/ / l 011 \ DITCH #, o l
0'r \Jg NAG S75 E 1,W16'N 1 8 \
`F �, I �^ J (�--� �� 1/2" EIP ) l NC GRID NAD 83
350.31 �? (2011)
INSIDE
I \��P�-1_EIP
\ \ ( 349.54 \JQ� 1\
l \
(� \ 1\ S\\ ( `0 -� 348.49 \ \ \ RIP RAP DISSIPATER/
40'\ \\ \ / / (� I 1 11 ( 350.68 \ \ L=9' W=5/11' \
1 \
DAB,. Drnx=1 2"
,� l w l l _i` �� //1►�\J/ / / / // I I J / / oo CLASS B 18" THICK
w w w .✓\ W I INO '337.70 \
DITCH #9 �0, J0, ° ?�W ps/MM� -
\ 1 G v NAG SC150 e</C N \
°C )/G�T
PIPE 3
61.98 L C ®SS1.74V RCP PO 111-11 L0C
N/Fw w � � � � � y w W I/ �O \ INV 338.78 \��O
CAROLINA SEASONS PROPERTY \ , w u u l y y I / I I I �,"- ALL'DITCHES AND C
OWNERS ASSOCIATION, INC. I I f I l l ( \ \ DIVERSIONS TO BE SEEDED
W W DB 947, PG 533 W W W W y y 1
l / WITHIN 7 DAYS
N/F
WILLIAM COLEMAN OVERTON
TRACT 2 OF 3 ) i I I / / o \ \O
DB 3561, PG 73 y I TEMPORARY SEDIMENT TRAP #11
TRACT 2 OF L=30', W=12', D=4' /
_ DB 906, PG 850 it SIDE SLOPES= 2:1
PC #E, SLIDE 2-B v w b 1 TOP OF BASIN: 341.00' v ( I I \ \ wso \ \
r BOTTOM OF BASIN: 337.00' I
6' EMERGENCY SPILLWAY: 340.00'
SIDE SLOPES OF BASIN ARE TO
� 41 W W BE SEEDED WITHIN SEVEN DAYS.
Y Y Y W W 1 / / / 11'Ir
JO \ J /' �yry J EIP 1
v / 4 1 /2„
Oo
SRB
W I I I�j�O 343.68 34S G 1EIP
LEGEND:
y \� 337.33 DITCH #11 / C-4 ; EIP 0o EIP-EXISTING IRON PIPE
339.10 /NAG SC150BN / \ EIR
/
EIR-EXISTING IRON ROD
\ TEMPORARY ACCESS- 341.43 M\ /
EASEMENT` \ o�' I / N/ F ERGOo O ERB-EXISTING REBAR
v
1
� \ � AMBER MORRIS sRe i .87 I & HUSBAND, O SRB-SET REBAR
y \\ N (I BRADLEY MORRIS N/F - NOW OR FORMERLY
DB 2278, PG 349 R/W - RIGHT OF WAY
y 1 11r 1338.061 PC #E, SLIDE 85-C , RCP - REINFORCED CONCRETE PIPE
- TEMPORARY TURN 336.82 M� 13 / / \ , PROPERTY LINE
AROUND \
\ \\ SILT FENCE �o\ / (--� \ - - ADJACENT PROPERTY LINE
OUTLET /w > / / G5 ; \ RIGHT-OF-WAY
OVERHEAD UTILITY
HOC \ \ \ I / \ I I / CARRIE JOHNSON \ - - WETLANDS
I ( \/ ( & HUSBAND, PERMANENT EASEMENT
y IP I I
\ ANTHONY L. JOHNSON \ � TREE LINE
DB 2943, PG 40 ,
(r I I o ( / 270 MAJOR CONTOUR
1/2"
\ PC E, SLIDE 85-C
1/ \) x soi.zs SPOT$ELEVATION OR CONTOUR
/ , ( EIP / \
BENCHMARK
MAILBOX
\ , m TRANSFORMER
C-6)
\ PP• UTILITY POLE
N/F \ C GUY WIRE
GEORGE W. CHRISTMAN & WIFE,
I, GERALDINE R. CHRISTMAN 0 TELEPHONE PEDESTAL
DB 2511, PG 851 D4 WATER VALVE
PC #E, SLIDE 85-C FIRE HYDRANT
4 // I \ 0 WATER METER
1/2"\ , ® CATCH BASIN
� � � / � EIP SHRUB
ASPHALT
GRAPHIC SCALE W ✓�/ / / / I ,- \ \ 0 WETLANDS
v I / C-7 0 UNSUITABLE SOILS
50 0 25 50 100 200 /� LOC LIMITS OF CONSTRUCTION
N/F SF SILT FENCE LINE
V/ ,JESSE J. PORTER & WIFE, \
/ � ( " 11 I EVELYN T. PORTER , JN JUTE NETTING IN FEET 1/B1 DB 2096, PG 245
� � /' � � PC #E, SLIDE 85-C DIV DIVERSION BERM
1 inch = 50 ft. / / o 0INLET PROTECTION
/ EIP CHECK DAM WITH WEIR
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
4 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I G-2354
www.4Dsitesotutions.com
`'`N►►CA UO
2 : pF SS 0 ..�L
Q� �r•;
SEA
• 02
•:
z���
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
GALT LAN D
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1631
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
J U LY 27, 2022
C-302

LEGEND:
EiP 00 EIP-EXISTING IRON PIPE
EIR 00 EIR-EXISTING IRON ROD
ERB0 ERB-EXISTING REBAR
SRB0 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
OVERHEAD UTILITY
WETLANDS
PERMANENT EASEMENT
TREE LINE
270 MAJOR CONTOUR
278 MINOR CONTOUR
x 301.25SPOT ELEVATION
BENCHMARK
B MAILBOX
m TRANSFORMER
PP UTILITY POLE
C• GUY WIRE
❑T TELEPHONE PEDESTAL
wV
D4 WATER VALVE
FIRE HYDRANT
❑❑ WATER METER
® CATCH BASIN
SHRUB
0 ASPHALT
0 WETLANDS
= UNSUITABLE SOILS
LOC LIMITS OF CONSTRUCTION
SF SILT FENCE LINE
JN JUTE NETTING
DIV DIVERSION BERM
0INLET PROTECTION
OCHECK DAM WITH WEIR
_ ` MATCH LINE- SEE SHEET C-3.6
vEll
o SILT FENCE I i / v v IV 0001 ✓ I l I ( \ , l
y W %/� W W ✓J� O >OUTLET (TYP)
40,
01
S 0 C /w// /� IV /_/ \\ - \ 1 1
t2STOCKPILE
AREA l / I ,ol r/�� �I .� w // � y✓ W � �' /®� � 7 � � ^ i . I l 1
j / &
l v
/
w-,► / / � JI v I / \w ) E /ry�w 290
- / I ♦ y I��, y Ar� tJ
4f'��
WI _( (phi i�1 I i CA7 - W I y I
LINE THE CHANNEL NTH
RIP RAP 30' DOWNSTREAM y W ��` W W .l l W II \ ♦ .l .l y
OF PIPE END D50=10" DMAX=15"
CLASS 1 _ \ \ I ��� I�w w �� w' // / // /- / / \ � \ 1 l I♦W / W I y
f LINE FILL SLOPE WITH \ I I ( ( o ♦ i� '
NAG S150 SPL C %� •� y W w •v w w / I 1 �\ w w
w TEMPORARY SEDIMENT TRAP #7 \ I \ \ \ I 1 \ \ 41
L=35', W=20'_D=3' �\ \ \ I I I ` \ \ J1�\ \ u W � /w i J
1
SIDE SLOPES= 2:1 \ \ \ \ I l \ SILT FENCE y �/ :r / J \ l ( \ W
TOP OF BASIN: 305.00'\\ \ \ OUTLET (TYP) //� ♦ / f > I 1
G BOTTOM OF BASIN: 302.00' - \ \ STOCKPILE \
o 6' EMERGENCY SPILLWAY: 304.00' \ \ \ 11 \ I AREA \ RIP RAP DISSIPATER \
/ SIDE SLOPES OF BASIN ARE TO \ \ 1 ` �l / �\ \ / I // ♦_1 / / p� �� I /
'313.52 \ / BE SEEDED WITHIN SEVEN DAYS. \ 1 ` 1 �� \ Ar'
1 / �j p01 5 LpGJ D�4" D /6"
1 1 ) L=4' W=2 4'
J / \ \ \ 1 I I ' / S / / / ` 0/\00> Opt SF G 1 JCLASS A 12" THICK
314.20 S 92 1 I 1 I \ \ \ / / III / SF LOG ♦.
ALL DITCHES AND 1I / \ , ` / I I ♦ / / ) / o �pG /
DIVERSIONS TO BE SEEDED
315.12 S' -WITHIN 7 DAYS 1 I 1 l w / / / /®J )41 I ��`%V / n TEMPORARY SKIMMER BASIN #1
316.24 / L=60', W=25', D=4'
® / �� ( I W /W W W / \W i \\ I / / ♦ SIDE SLOPES= 2:1
1 \_
2 317.35 \ 1 L / I I f W %v W W ` / TOP OF BASIN: 295.50'�\ \ I I ♦ v vI / �.v >) I I I pOe ♦ BOTTOM OF BASIN: 291.50' \�
\\I I I S 6' EMERGENCY SPILLWAY: 294.50'
C / �/ / o> INVERT OF SKIMMER: 291.50'
I �- OOl O SIDE SLOPES OF BASIN ARE TO
\ 1 T
PO 7 �On �vo> \\\ \ \ \ \ /vi y� �`� i Z j��wC ♦ I/ I /r I `� /�� - �- p `JO ^� \ / `,** BE SEEDED WITHIN SEVEN DAYS.
W W ♦ o i f/NV 311.95 \ / / / W /� y > W / 1 _ o> \ 1 ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL)
) _
W W 1 0� �p� X \ SF\W W /W �� W / / W W y\ y/ W W W /W W / _ 1 ) / \ oWITH 1.2" ORIFICE FOR DEWATERING THE
I1 / \y III / / / \�V ' I 1 i / / / / I o SEDIMENT BASIN DURING CONSTRUCTION. ti
DITCH #17 pO LIMITS OF CONSTRUCTIONy �� / / ✓ r- ->NO CLEAR
I ,^ �, NAG S75 �, \ \ \ ,� 21.4 AC r'/ / o I v
v v v v , Op/ o a \\ \\\ v y�\ v p\ 4 .�// .� .� .� /Iy` v v v v , / / 0 - o
RIP RAP DISSIPATER
�♦♦\ \y I W �j 5�``��9�G, c1 ���\ ��' 1 II I\\\\� I� �1 1I / I�1I J I 1 \1 �j� \I J1 \l \ �\>\%CC l\ ♦'v1I/�Ww I w/ �)v vI Ww /v \7�,//w W w / / / // /�/// �, / / �// �J lI /-/ J // / i/ o
L=9'W=5/11' o /w
D 8"D 12" �CLASS \ 18" THICK3p wO\DITCH #18
C125
P NO CLEAR
O\\\\\
T /
/
IV
/�
�I IW \� ♦ / v/ / / c> i 7\ w
PO 6 ./ �� ♦ / /� / / m , �° , 1 I 1 I I,�� W �- o \ / \ y CA6 v •v •v •v \ /
INV 311.00 ,yj G / I (/ I\ / l! JI \ I I �\ / � J\ � l �\ I .y / �
l I J %
o IILT FENCE 1 // �i/ I ��
PIPE 6 \ I OUTLET TYP v� v v v y �I /
. G STOCKPILE 1 l (TYP) ` / J / ( /
OOL 56.62 LF ®8.12% 18"i / / 1 / / AREA I 1 I ` . y �� w w w w 1 1 / J/ / �� / 307.54\3os
/ CLASS III RCP 22 *' I
/1 / / / O / / / 1 11 v ���
PO 5r / o / // / / / l I \v� ,
\INV�15.60 / / n m1 / / / �/l JYI / 1/ J I \ /I♦ +
%MAIL KIOSK AREA / W 1i�y y /1' 310 V \
Y Y �Y Y Y Y J O Y Y Y Y Y Y
r � CHECK DAM WITH WEIR TO � C -/ <
o r
O
p ) r r_ > ♦ � r�/� � y � � 1
BE PLACED IN ALL ROADWAY > / I / /
_1 3 DITCHES EVERY 100' I / I I w / W / I ;♦ ` \ \ 1 / / 311.00 �( \\ w\ w w w w w \
DITCH #15 �/ // SILT FENCE ( / \\ 1 � I 1 �
/ / r NAG S75 / OUTLET (TYP) // �\ I 313.17'
G m I 3' STREAM 1 /
I I I � � I � -/ / � � / / r � ` y 2 LIMITS4 A OF CONSTRUCTION
i/ " y 0' VEGETATIVE BUFFER TEMPORARY SEDIMENT TRAP #5 I \ % J W W W
,� . FROM TOP OF BANK v L=35', 20', D=4' �\ \ G \\ W W \-
,/ N A SIDE SLOPES= 2:1 y \� /� I - // �- O \ t
N I\ -
/�o TOP OF ,�ASIN: 302.00' 95
c' DI,V BOTTOM pF BASIN: 298.00' I
330 I / / / / _// k k k 6 EMERGENCY SPILLWAY: 301.00'
J iSLOPES✓ / M SIDE OF BASIN ARE TO
BE SEED) WITHIN SEVEN DAYS.310
SC 50BN16 ,� / / // / Q �J DITCH #37�
\ NAG C125 W W W W
I / S ) // 30' VEGETATIVE BUFFER►
S J TEMPORARY SEDIMENT TRAP 2 FROM TOP OF BANK w
S L-46 , W-26' D-5' 0 1 Laoff' \ \ - W \
SIDE SLOPES= 2:1 ✓�' / .l w w/ v �lv /� ♦ / ( I / / �/ O I
Fj TOP OF BASIN: 306.00' ..A4 9 / / f I \ \ \
C / BOTTOM OF BASIN: 301.00' / // LINE THE CHANNEL WITH / / ) l f I r
/, 6' EMERGENCY SPILLWAY: 304.00' ^� / RIP RAP 30' DOWNSTREAM / I I r// v
A SIDE SLOPES OF BASIN ARE TO 1j / ' o OF PIPE END D50=10" DMAX=15"♦ / / 1 1 J 11 / / �,o �, \ \\ \
BE SEEDED WITHIN SEVEN DAYSJ/ J / / W CLASS 1 /� \ \\ \ \ \ \ 1
IPO
294.45 r' �go
00000 / 94 / // /� I I / I t�\
l / p // / I 1 1 ♦ / �/ /� / \ / // / ALL DITCHES AND
DIVERSIONS TO BE SEEDED
Mq ���, ✓ hr / WITHIN 7 DAYS
SEE �i� /�j/ j \ %21 ��-
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C17
106.75
205.00
N27°47'26"W
105.55
C18
39.27
25.00
N87°42'31 "W
35.36
C19
36.36
205.00
S42°12'34"W
36.32
C30
45.23
255.00
N42°12'34"E
45.17
C31
39.27
25.00
NO2°17'29"E
35.36
C91
85.79
255.00
S33°04'15"E
85.39
C92
47.00
255.00
S18°09'09"E
46.93
C95
30.77
25.00
N09°38'12"W
28.87
C96
110.98
50.00
N18°41'05"E
89.56
C97
52.36
0 U
z
*Irz 'I,
*j jpo 8 IN
� INV 3�09.95 �
PIPE 55
,' 45.57 LF ® 4.39% 1 "'
CLASS IV RCP 5F
/RIPAP DISS PI ATER
L=9' W=5/11'
D-8" D-12"
y---CLASS B 18" THICK
ZV
IV 99
�14��
/
\
\ 11 WILLIAM ARNOLD JOHNSON & WIFE, 00
W CAROLYN KAY JOHNSON
\DB 816, PG 976 PB 1, PG 306
GRAPHIC SCALE -
50 0 25 50 100 200
50.00 S67°43'45"E 50.00
50.00 S06°03'03"E 52.52 ( IN FEET )
1 inch = 50 ft. ,
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
4 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
.````��`►►CA /?O
2:"kSS0..�L
• SEA
• 02
•:• ��
TT
1111111101
0 7 2 7- 22
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
GALT LAN D
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1631
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-3n3

LEGEND:
EIP Oo EIP-EXISTING IRON PIPE
EIR Oo EIR-EXISTING IRON ROD
ERB0 ERB-EXISTING REBAR
SRB0 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
OVERHEAD UTILITY
- - WETLANDS
PERMANENT EASEMENT
TREE LINE
270 MAJOR CONTOUR
278 MINOR CONTOUR
x 301.25' SPOT ELEVATION
BENCHMARK
MB MAILBOX
m TRANSFORMER
PP UTILITY POLE
C• GUY WIRE
❑T TELEPHONE PEDESTAL
wV
N WATER VALVE
to
♦�S
.00v v�/ w /w �_w v �• JI
.yam ♦c\3 6
30' VEGETATIVE BUFFER
�=+ W JFROM TOP OF BANK
�Y �Y + �Y Y `Y �_�L ��L \�L �Y �Y J/ �Y �J f- �� �I •-� I \
y-10
w
9
+
- -
I���
SOto
/\ 0
tP
ZYYIFIRE HYDRANT �y �� / / I — u� // / / _yam �0 0�' A \ 4 S
❑❑ WATER METER / / �� / -� \ I I i / "� -r P QJ v TEMPORARY SEDIMENT TRAP #12 FF
® CATCH BASIN I \ �/�_ �y�� L=50', W=20', D=5' SS
�� SIDE SLOPES= 2:1
SHRUB \ �// / / / \ I I 1 I,� 1 \ \\ / _ o �, '/ TOP OF BASIN: 327.00'
ASPHALT BOTTOM OF BASIN: 322.00'
0 WETLANDS _ _ \ \ `� — j 0 F� �0 \ 1 1 1 \ �i / / 6' EMERGENCY SPILLWAY. 326.00' 3
UNSUITABLE SOILS _ / / srQ.c� 1� 1 /W // /�/ SIDE SLOPES OF BASIN ARE TO
\ / Y y .ry \� DITCH #19 BE SEEDED WITHIN SEVEN DAYS. l
LOC LIMITS OF CONSTRUCTION / / \ / / `5 348 \� I 1 11 y/ // /� / NAG C125
—
SF SILT FENCE LINE 347.52 , \ � � � �
JN JUTE NETTING Re"
_
DIV DIVERSION BERM s/ �\ �� �� ��j / ♦
o INLET PROTECTION — l f �� � �� 347.70 347.20\�o �
OCHECK DAM WITH WEIR �� 0 ��- 25
50 0
46.66
_'v*"'LIMITS
OF CONSTRUCTION
21A
f_ IERB
5/8 DE
1NSEP�� O C\ BOG/
26 / / / / I
SRB EIP I /���
GRAPHIC SCALE N F
/ LEON UNDERWOOD III & WIFE,
25 50 100 200 / 1/2 / / / / /
SAMANTHA UNDERWOOD 1 / / / / / / / / SRB
DB 3855, PG 336 I /
/ PB 2020, PG 206 / / J 1
( IN FEET )12
1 inch = 50 ft. , / / )) / 41*
1 /2
SRB
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
I / / AF
■
4 sl e
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
`````��`►►CA "O �Z//
SEA
02 '
V//;CTT
, ,O I11118�
0 7 2 7- 22
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
GALT LAN D
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1631
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-304

W �►
- r
� , �► may-
0 1
♦ / �\ 1 1 46
o0 1 \ \
N
`)
\ \ \C
DITCH #31 r "63
-
3
w TEMPORARY SEDIMENT TRAP #14\onw L=35', W=15', D=4'NAG S150 � 1 /
yW 11 W CWlW ( SIDE SLOPES= 2:1
�33650 %
�i RIP RAP DISSIPATER TOP OF BASIN: 346.00'
�, � • s ��, \ /,� �, �, / �
% L=12' W=6/14" \ / 45 BOTTOM OF BASIN: 342.00'
ro 'EMERGENCY SPILLWAY: 345.00'
"336.96D8D=12
I
)
SIDE SLOPES OF BASIN ARE TO ! I I \ I
CO Q\ CLASS B 18" THICK `I I I� t I I I ^� `- A � / / � � � � / � � 3 0 BE SEEDED WITHIN SEVEN DAYS.301
� \ \ \ 1 I / � � •�
\ 1335.25 S,cZ- \ W y W J l / / / / o o \ ♦� v w W
0 336.48 \�° PO 2 \\� \ / � / p� DITCH #33 \ \ \ 1
C9 5 INV 330.24. �� w l w y/ `i' i I / NAG S75
\3� 1335.25\ \ - \OS,c� `�\ DITCH #30_ �� I� y w W ` n0 34& �0
z\ o S \ NAG S75 / /�/ / /°>
\ > 336 -�/ w y/ y / / / / / Opp I ` ( 1 \ \ \ I I C W I w L Wes\
\ .y \ .y.,/ l• .Y .y .y / / / ^ LOC_k
N 572,380.020 \ \ O PO \ 33S �0® 1 y / 0
LOC
E 1,960,394.139INV 30.54 - -� \ ( / l C l \ I I >
,NC GRID NAD 83 3q4 •o ` I / / /
(2011) \ \ \ r. / /DITCH #32 1,44 NAG S75 41 .�\'k ✓/ v
Ai��.� /
.
01
EIPR/v4< I dD5D))\
(pFR J
.�
I co
( I PIPE 9 V 174/ \
ry
43 44.00 LF 0 0.67% 24" CLASS V RCP C ° p�V
\ - LOC/ DITCH #28F-
/ \ \ \ �V NAG S75 / I 1 \ 1 \ \ W
DITCH #29 3 .41 I \ \ \ \ \ 1 I � \ \ 1 \ W w
NAG S75 - oc �J \ \ l \ \ \ \ \ \ \ 1 \ �1
TEMPORARY SKIMMER BASIN 13 '°h°\ _ 353.40 r - '°' \ \ l \ \ \ \ \ \ ` I _ cn
1 3 .52 352.96/ l 1
L=91', W=46'_D=4' # / / W
I I \ \ \ SIDE SLOPES= 2:1 / �`0 66 I \ 1 1 ` `�� �Z
/ \ 41 - \ TOP OF BASIN: 337.00' C 3 2.52 �� / 354.48 0) \ \ O \ I I \ 1 I \ \ \ \� 1 \ \ \ \ I
l \\ 1 l W BOTTOM OF BASIN: Y: 3.00' \ / / \ Opp \ y J
1/2" 1 6' EMERGENCY SPILLWAY: 336.00' � DITCH #27° 355.56 \ \ \ � 1\ 67
ERB _� \ SIDE SLOPES OF BASIN ARE TO ��pC •_ 353.99 / / Opp \ \ \ _ 1 �\ \ \ \ I I \ 69 I I y Q
BE SEEDED WITHIN SEVEN DAYS. NAG C125 �
1EIPi / ` 40 **ATTACH A 2.5" FAIRCLOTH SKIMMER (OR EQUAL) 3g j • ,� /355�355.56 ,
s3 \ \ WITH 1.9" ORIFICE FOR DEWATERING THE / . 355.46. s \ \ \ \ I \ \ P68 SEDIMENT BASIN DURING CONSTRUCTION./55.51�1 \ 1
n -� 355.46
Cn I UTILITY c
EASEMENT
I
�0 I I III) 1 ♦�,�/�
/ 1/2ERB ` 16 / _� 35 - / • / J / �.°G I I 41 4# � �" ik -
_ l
1/2"\ / 1/2" DITCH #26 �v�o o LOC
ERB NAG S75��QJ LIMITS OF CONSTRUCTION �\ tpC
p `� 3 21.4 AC COC W �p OF w 0
I„� / _� _.✓DITCH 25/ �p R e<1c &F o ° I I 1 \ I DITCH #23
ERe -J �/ / 36 h� NAG S75 / 36 C� U�</py 0 l I I \ \ NAG SC150BN
1/2"/ ) Ol \\
- ERB 1/2 / \ / ALL DITCHES AND �p �^JO OOl �oG.
/ ER` DIVERSIONS TO BE SEEDED /
I
1ERe /- _ / o / / / WITHIN 7 DAYS/gyp
`/ALL DITCHES AND / / / COC 13 I - / / o DIVERSIONS TO BE SEEDED /
WITHIN 7 DAYS / 35 / i / <OC G/
J /
1I ///Z
W��,�I �( �/ v//✓/ /// //"/ C� UNO/ C
154 LO/ 3639cITCH #2
.0 AG SC150BNrry� 37 .0
365.13 p
5/8„ 3_362.45
636 `(/ /toERB V5/s„
LEGEND ERB
10
EiP - PC-_ I /
OEIP-EXISTING IRON PIPE 61.7
EIR / J/" � / ♦ I _/ I
/
30' VEGETATIVE BUFFER
.00EIR-EXISTING IRON ROD SPRING FLS R
ERB v FROM TOP OFBANKi
S
O ERB-EXISTING REBAR �C
sR6" �' .v v
0 SRB-SET REBAR /'/
J/
-
/
N/F -NOW OR FORMERLY / 1 \ �--�-�_ �w /� /� /w v v v
R/W -RIGHT OF WAY 339`�` I / / I � / l l I� � 1 f` / � �
RCP -REINFORCED CONCRETE PIPE C3.7
PROPERTY LINE / / l ( /•�^ J �HE
ADJACENT PROPERTY LINE / �// l` / // E
-- RIGHT-OF-WAY ��` '/5,s>, l l l r l w \ v .� %� y M; v / v�/ v MF\�C • •_ SEE
OVERHEAD UTILITY C3.6 \ ERB / / / �j/ \ y Y\ Y >✓ W ) W W '
WETLANDS ��� 5 a
.
PERMANENT EASEMENT CAROLINA SEASONS ERB y✓
PHASE 2 SECTION 1
TREE LINE C3.3 PB 2009, PG 96
270 MAJOR CONTOUR 1
278 MINOR CONTOUR 5
C3.4 RI3
x 301.25' SPOT ELEVATION BENCHMARK \ 11 r- v� I +
FMB] MAILBOX I+
m TRANSFORMER C3.2 I \ JAMES DAVID MCCALL
PPS UTILITY POLE SHEET KEY ID r
C3.1 \ DB 3519, PG 444 / / y .v •v
C• GUY WIRE I _
PB 2009, PG 96
❑T TELEPHONE PEDESTALwv
N WATER VALVE 10,E
FIRE HYDRANT I N/F \ I W W y
,� _ MRH LAND HOLDINGS III, LLC W W J J
1 WATER METER I DB 3910, PG 323
® CATCH BASIN \ PB 2009, PG 96
SHRUB
ASPHALT R
\ I j
WETLANDS 1 ERB
W W
UNSUITABLE SOILS
LOC LIMITS OF CONSTRUCTION \
SF SILT FENCE LINE
JN JUTE NETTING
DIV DIVERSION BERM \ \ W W W
INLET PROTECTION
o
OCHECK DAM WITH WEIR
GRAPHIC SCALE
50 0 25 50 100 200
\ \X/
( IN FEET
1 inch = 50 ft. \\\ \ \
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C33
368.70
325.00
S79°47'29"W
349.24
C34
39.27
25.00
S67°17'29"W
35.36
C35
39.19
25.00
S2237'04"E
35.30
C36
32.32
25.00
N59°19'20"E
30.11
C37
39.27
25.00
N22°42'31 "W
35.36
C38
21.03
25.00
S88°11'47"W
20.41
C39
14.66
50.00
S72°29'55"W
14.60
C40
125.96
50.00
N26°55'58"W
95.20
C41
100.57
50.00
S77°08'24"E
84.45
C42
21.03
25.00
S4336'50"E
20.41
C43
39.27
25.00
N67°17'29"E
35.36
C44
81.06
1975.00
N21 °06'56"E
81.06
C65
90.01
2025.00
S20°16'51 "W
90.00
C66
26.05
2025.00
S21 °55'22"W
26.05
C67
39.27
25.00
S22°42'31 "E
35.36
C68
151.92
275.00
S8332'07"E
150.00
C69
160.05
275.00
N63°57'53"E
157.80
3-
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
losite
civillutions
gineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
X \A CA O
SS ''''
fo..-
SEA
• 02
COTT
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
GALT LAN D
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1631
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-3m5

IT —se
Ld
LLJ
GO
1 /
w Wl�w
LL i W W
y W
� W 1 1
�.1. .l. 41 I 'I
'+ Y 1
W y
Jl
Ld
w WW1 -¢rx
wCn
\,
w
CA8 C I O° �00>
J
w / - DITCH #35 �.
NAG SC150BN o ,
- I " JN
l o
RIP RAP DISSIPATER
L=12' W=5/11' I
D-8" D-12" w
CLASS B 18" THICK`% ro
I `V 314.30 `r
PIPE 8�
y 43.26 LF ® 0.77% 18"
CLASS IV RCP%'
j o
SEEDED WITHIN SEVEN DAYS.
DITCH #34/F M
C�a /
C9\'(E Soto
O
O N
MA TCH LINE —
SEE SHEET C
3.7 0
Cl)
W W W y y U
'o
I I 84 \1 W l W CA7 .v w �w '0
w 1 I : I \ �Y �Y \ �L�� \ \ ► \ I l \ . , \ Y,, Y `L y / . `� �W-
IV
1 1 l I I I ♦ y y L L -W-
L— _ I
I I I WI I 0 ` ft 2`9& / �\\ \ ' \� l \ \ -
I I I 001 ) \ \ \ I Y Y \ IV `�Y
II O % :, `Y `1' `Y `1' `1' `Y `1' `Y `1'
Ala I W W
\� 0 001 ,G y f l \ ) I I v \� +\�
6 <, , / `Y `Y `Y / / `Y `Y- � I 1 I / / � �Y + - \ �Y �Y �Y � W W �Y/ \ \
308
\ \ \ / I l \ // /*
\ \ g10, \ ° LOC ��
I 1-
TEMPORARY SEDIMENT TRAP #8
SIDE SLOPES= 2:1
\ \ TOP OF BASIN: 303.00'
\ \ BOTTOM OF BASIN: 299.00'
i 6' EMERGENCY SPILLWAY: 302,00'
;0_ i 315 \ \ SIDE SLOPES OF BASIN ARE TO
j BE SEEDED WITHIN SEVEN DAYS. / \
\ '316.74
- \ I \
86 / . /
317.91 \ LIMITS OF CONSTRUCTION I J I I y W 1' J W
\ \ 21.4 AC1k Ile
1
Y �Y �Y �Y -1p
1p IV IV
30' VEGETATIVE BUFFER
FROM TOP OF BANK w I I y w 87
41 Y '� I / I I \ �" ■
I/ / / / / • - t• t• � �` Illllr try � �l t• � IIIII. _ �\� /� � I� Illlli I� �
MATCH LINE— SEE SHEET C-3.3 /= Mir
MPORARY SEDIMENT TRAP #6 4, \W
L=35', W=20', D=4' l
SIDE SLOPES= 2:1 I j/
TOP OF BASIN: 308.00'
BOTTOM OF BASIN: 304.00' /ter )w
H\ SIDE SLOPES OF BASIN AJ
BE SEEDED WITHIN SEVfW
J IW
LEGEND:
EiP Oo EIP-EXISTING IRON PIPE
EiR OO EIR-EXISTING IRON ROD
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
OVERHEAD UTILITY
WETLANDS
PERMANENT EASEMENT
TREE LINE
270 MAJOR CONTOUR
278 MINOR CONTOUR
X 301.25' SPOT ELEVATION
BENCHMARK
MB MAILBOX
m TRANSFORMER
pp UTILITY POLE
C• GUY WIRE
❑T TELEPHONE PEDESTAL
wv
N WATER VALVE
FIRE HYDRANT
16 WATER METER
® CATCH BASIN
SHRUB
ASPHALT
WETLANDS
0 UNSUITABLE SOILS
LOC LIMITS OF CONSTRUCTION
SF SILT FENCE LINE
JN JUTE NETTING
DIV DIVERSION BERM
OINLET PROTECTION
OCHECK DAM WITH WEIR
/
GRAPHIC SCALE
�-
41
�� — = 1 \ \ 50 0 25 50 100
,o, \ C3.2
MgTcyy`\ , �� �—�7 CA5 y SHEET KEY
F�
( IN FEET )
SEF s W W L
1 inch = 50 ft.
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
200
4 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
`````��`►►CA "O �Z/'
SEA
02CTT
'
z 1fiO I I1118�
0 7 2 7- 22
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
GALT LAN D
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1631
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-3m6

\ \ I
\
\ I
\
\ EXISTING
\ PINE STUMP
WITH NAIL
SILT FENCE
---\- TEMPORARY SEDIMENT TRA\#161 \ \ y 1 I / / / / OUTLET (TYP)
._ L=80', W=20', D=4'
z \ \\\ /— f / SIDE SLOPES= 2:1
�� \ TOP OF BASIN: 301.00'
BOTTOM OF BASIN: 297.00' J01
cD -� 6' EMERGENCY SPILLWAY: 300.00'
z ✓ _/ / ,_ ✓ SIDE SLOPES OF BASIN ARE TO
BE SEEDED WITHIN SEVEN DAYS.
53
(7
O 55 \\ I TEMPORARY SEDIMENT TRAP #17
L=40' W=16' D=4'
SIDE SLOPES= 2:1
TOP OF BASIN: 306.00' c
r BOTTOM OF BASIN: 302.00'
6' EMERGENCY SPILLWAY: 305.00'
�W /w� ` / SIDE SLOPES OF BASIN ARE TO BE SEEDED WITHIN SEVEN DAYS. rJ0
0
N/F
MILLS FAMILY PROPERTIES, LLC
DB 3496, PG 751
I /
N/F � \- � � 0 91bel di —f— o I ° I .� .� . I , � / LEMO
ALAN EDWARD TYNDALL / —� / 0� � — D • I , I I l ( / / l 1 309.55 308.56 50' R/yy (pue FREE COURT I
DB 3801, PG 981 / / I� \ ' _ 3os — UTILITY ACC
u' O
/ 310.53 •+u. _ .— 306
— - Al
0
qX
4 V
59
/
•� , I h 1 f� I � � I % y� 1 0
t I 'CONSTRUCTION
LIMITS � F CON �TRUCTION �/ ` \. � � � � / I --/ o
21.4 AC
AL
.J / / o6110
LLJ
LLJ
LLJ
Cn
Mq TCy I \ \ \ \ \ I I I I \lo
\ 1
C-3 W
I I \ \ J
C3.7
( I \ \
C3.6
C3.5
C3.3 �W .► y� . y y/ �
C3.4
GRAPHIC SCALE 50 0 25 50 100 200 C3,2
SHEET KEY C3.1
( IN FEET )
1 inch = 50 ft.
O
'V:j
♦w Io IV
v
♦♦
LIMITS OF CONST
4 00 21.4 AC
I
\\TEMPORARY SEDIMENT TRAP #9
\ \ \ L=50', W=25', D=4'
SIDE SLOPES= 2:1
\ 80 TOP OF BASIN: 292.00'
\ \\ BOTTOM OF BASIN: 288.00'
\ I I 6' EMERGENCY SPILLWAY: 291.00'
/1 I SIDE SLOPES OF BASIN ARE TO
I I BE SEEDED WITHIN SEVEN DAYS.
ILI
MATCH LINE_ 14.
SEE SHEET C-3.6 �' W
LEGEND:
EIP 00 EIP—EXISTING IRON PIPE
EIR 00 EIR—EXISTING IRON ROD
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
OVERHEAD UTILITY
WETLANDS
PERMANENT EASEMENT
TREE LINE
270 MAJOR CONTOUR
278 MINOR CONTOUR
x 301.25' SPOT ELEVATION
BENCHMARK
MB MAILBOX
[I]TRANSFORMER
pp UTILITY POLE
C• GUY WIRE
❑T TELEPHONE PEDESTAL
wv
N WATER VALVE
FIRE HYDRANT
❑❑ WATER METER
® CATCH BASIN
SHRUB
0 ASPHALT
WETLANDS
UNSUITABLE SOILS
LOC LIMITS OF CONSTRUCTION
SF SILT FENCE LINE
JN JUTE NETTING
DIV DIVERSION BERM
0INLET PROTECTION
OCHECK DAM WITH WEIR
4 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I G-2354
www.4Dsitesotutions.com
`````��`►►CA R1/O %
�Z/' per•• � ..•• �
SS
SEA
• 02
•:• ��
zO ii �in%e�
0 7 2 7- 22
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
GALT LAN D
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1631
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-307
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED

0
M
00
0
z
0
z
♦ I �
,
♦ I ,
\
I `
_
_
I \
_
♦
I
_
I
\-� I C3.7
DITCH #7 �� I
N NAG S75 C3.6
C3.3
I
C3.4
OC
C3.2
-DITc � _ \ \ \ RIP RAP DISSIPATER SHEET KEY
NAG S75 _ 40C SO S \ L=9 W=5/11 \ C3■ 1
Riw pS�Mtijo S� \ CLASS B 18" THICK -ALL DITCHES AND Ugh/C T \
DIVERSIONS TO BE SEEDED LOC � R, S� 33, \
WITHIN 7 DAYS HOC 34a 11,76 4y \ NOV 342.50
`'Z CcFSS) �F 1E P DITCH #6 \ \\ \\ \\ \
\S75/(D
400
-
PIPE 10 ` \ \ 0 �\
46.39 LF ® 1.08% 18" • OC CLASS IV RCP
INOV 1343.00\ ` 'RIP RAP DISSIPATER < \
\ OC \ D-8" D11 �12"
40 \ \ ` ` �, CLASS B 18" THICK
N/F —�
GEORGE W. WILLIAMS & WIFE,\
PHYLLIS S. WILLIAMS r \ `
DB 1292, PG 319 II \ \
LOTS C2 & C-3 OF
PC #E, SLIDE 85-C l \
'1 /2„
SR
\
2" EIP \
(PINCHED) \
-
-
N/F \
GEORGE W. WILLIAMS & WIFE, \
PHYLLIS S. WILLIAMS \
DB 1292, PG 319
LOTS C2 & C-3 OF
PC #E, SLIDE 85-C
\ 1 /2„
EIP
A_1 ;
N/F
GEORGE W. WILLIAMS & WIFE,-
PHYLLIS S. WILLIAMS
DB 3649, PG 240
PC #E, SLIDE 85-C
���j16�—
N/F
JEAN M. WILLS
DB 1698, PG 900
CA3
LIMITS OF CONSTRUCTION21.4 AC
\
3
/ 001 313 CHECK DAM
PIPE gl j L� WITH WEIR /
11 LF ® 1.66% 30" O -- ' 317.271r r/ / /(n'P)
CLASS V RCP 317.29 i DITCH #1
3'\1„316.12 G�NAG C125
/ O
� 316.66 / �-' � Po s RIP RAP DISSIPATER
/INV 312.00
L=20' W=8/23'
,\ / ���,• j TEMPORARY D-10" D-15"
�00� ! / ' 1 OC COON CLASS 1 24" THICK
•PO 15ENTRANCE
O UOCINV 313.00
�OODITCH #1
NAG C125
EXISTING WOODS TO QUALIFY
FOR 30' BUFFER
DO NOT CLEAR
EIP '
\ 5/8" I \
ERB
L EIP
SR 1323 (PONDEROSA TRAIL)
60' PUBLIC R/W
1" EIP --�-- __ -- WITH NAIL
AT BASE
LEGEND:
EIP Oo EIP-EXISTING IRON PIPE
EIR Oo EIR-EXISTING IRON ROD
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
OVERHEAD UTILITY
WETLANDS
PERMANENT EASEMENT
TREE LINE
270 MAJOR CONTOUR
278 MINOR CONTOUR
x 301.25SPOT ELEVATION
BENCHMARK
M MAILBOX
m TRANSFORMER
PPS UTILITY POLE
C• GUY WIRE
❑T TELEPHONE PEDESTAL
wv
D4 WATER VALVE
FIRE HYDRANT
❑❑ WATER METER
® CATCH BASIN
SHRUB
0 ASPHALT
0 WETLANDS
UNSUITABLE SOILS
LOC LIMITS OF CONSTRUCTION
SF SILT FENCE LINE
JN JUTE NETTING
DIV DIVERSION BERM
OINLET PROTECTION
OCHECK DAM WITH WEIR
I
\ I 1,
1 I / N/F
I SAMMY D. THOMAS
I / DB 3366, PG 626
PB 1, PG 306
J ,
1EIP
EXISTING WOODS TO QUALIFY
FOR 30' BUFFER
DO NOT CLEAR
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
1 inch = 50 ft.
4 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
www.4Dsitesotutions.com
`````'`N►►CA UO ���' per•• � ...R•
SEA
02 '
G I NE•.•'���
0 7 2 7- 22
REVISIONS
PROJECT NAME
MAGNOLIA
HILLS
SUBDIVISION
DETAILED
GRADING AND
EROSION
CONTROL PLAN
CLIENT
GALT LAN D
DEVELOPMENT,
LLC
206 Shoreline Drive
Raeford, North Carolina 28376
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
CHRIS
DRAWN BY:
CHRIS
CHECKED BY:
SCOTT
PROJECT NUMBER:
1631
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
J U LY 27, 2022
SHEET NUMBER
C-3n 1
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED