SW6211206_Plansheet - Set_20220314

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R CHI, LLC
3947 DUNN ROAD #5
FAYETTEVILLE, NC 28312
910-391 —6229
dnwr*lght@dnwr'lghtllc.com
0
COVER
SP! — EXISTING CONDITIONS
SP2 — EROSION CONTROL PLAN
SP3 — GROUND STABLIZATION NOTES
SP14— SE'LF— INSPECTION, RECORDKEEPIN
SP5 SITE, UTILITY ARD DR)MRAGE PL N
SP15a DRAINAGE AREAS AND DETAILS
SP6 PROFILES AND CONSTRUCTION DETAILS
SP7 PLAN AND PROFILE
SP8 — PLAN AND PROFILE
SP9 — CONSTRUCTION DETAILS
splol — CONSTRUCTION DETAILS
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GEORGE M. ROSE, P.E.
P.O. BOX 53441
FAYETTE'ILL E, NC 28305
910-977-5822
[e-mail]
GROSS DENSITY 22 LOTS/10.35 ACRES= .113 LOTS/ACRE
REQUIRED SETBACKS: FRONT 30
REAR 35$
SIDE 5' (ZERO LOT LINE)
ij� 111111 111,

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ROCKROSE
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VICINITY MAP
NO SCALE
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EIR EXISTING IRON ROD (PROPERTY CORNER)
ERB EXIST REBAR (PROPERTY CORNER)
ISS IRON STAKE SET (PROPERTY CORNER)
EIR EXIST IRON PIPE (PROPERTY CORNER)
SETBACK LINES
NI nTF-c
1. TOTAL AREA IN TRACT = 450,840 SF = 10.35 ACRES
2. OWNER/DEVELOPER:
R CHI LLC
3947 DUNN ROAD #5
FAYETTEVILLE, NC 28312
[e-mail]
910-379-0629
3. REFERENCE: DB 11210 PG 824
4. REID NO: 0477099650000
5. THERE ARE NO WETLANDS LOCATED ON THIS SITE.
6. THIS PROPERTY REZONED FROM Al TO RR UNDER
CASE NO. ZON-21-009.
7. SUBJECT PROPERTY IS NOT IN THE WATERSHED.
8. SUBJECT PROPERTY IS IN FLOOD ZONE X.
9. BAYWOOD TERRACE DRIVE IS A PUBLIC STREET TO BE CONSTRUCTED
TO NCDOT STANDARDS WITH A 50-FOOT PUBLIC RIGHT-OF-WAY AND IS
TO BE ACCEPTED INTO THE NCDOT SECONDARY ROADS SYSTEM.
10. REQUIRED SETBACKS: FRONT 30'
SIDE 5' (ZERO LOT LINE)
REAR 35'
11. THIS SUBDIVISION WAS DESIGNED IN ACCORDANCE
WITH SECTION 2402 OF THE CUMBERLAND COUNTY
SUBDIVISON ORDINANCE AS AMENDED AND
REWRITTEN JUNE 21, 2021.
12. SOILS WITHIN THIS SUBDIVISION ARE SUITABLE FOR
SEPTIC SYSTEMS PER SOILS REPORT BY SOUTHEASTERN
SOIL & ENVIRONMENTAL ASSOCIATES DATED JUNE 28, 2021.
13. NO STORMWATER BMP IS ASSOICATED WITH THIS SITE. STORMWATER
CALCULATIONS AND EROSION CONTROL PLANS HAVE BEEN REVIEWED
AND APPROVED BY DENR (LETTER OF APPROVAL DATED 1-19-22)
THE UNDERSIGNED HERE ACKNOWLEDGES THAT THE LAND
SHOWN ON THIS PLAN IS WITHIN THE SUBDIVISION REGULATION
JURISDICTION OF THE CITY OF FAYETTEVILLE AND THAT THIS PLAT
AND ALLOTMENT IS MY FREE ACT AND DEED.
ROBERT J. DORAN
REGISTERED AGENT, R CHI, LLC
NORTH CAROLINA
CUMBERLAND COUNTY
I, A NOTARY PUBLIC FOR SAID COUNTY
AND STATE AFORESAID CERTIFY THAT
PERSONALLY APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED
THE EXECUTION OF THE FOREGOING INSTRUMENT.
WITNESS MY HAND AND OFFICIAL STAMP THIS DAY OF
A.D., 20
NOTARY PUBLIC
MY COMMISSION EXPIRES:
I, GEORGE M. ROSE CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL
SURVEY MADE UNDER MY SUPERVISION (DEED DESCRIPTION
RECORDED IN DEED BOOK 11210 PAGE 6240); THAT THE
BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS
DRAWN FROM INFORMATION FOUND IN THE REFERENCE PLATS
AND DEEDS AS SHOWN; THAT THE RATION OF PRECISION IS
1:10,000+; THAT THIS PLAT WAS PREPARED IN
ACCORDANCE WITH G.S. 47-30 AS AMENDED.
WITNESS MY ORIGINAL SIGNATURE, LICENSE NUMBER
AND SEAL THIS DAY OF AD 20
PROFESSIONAL LAND SURVEYOR L-2721
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EX. 1.5 STORYI
JI DWELLING
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0477093551000
RUSSELL HUMPHRIES 75
DB 7785 PG 220
0477095344000 0478005138000
BRAD TYSON LEE PB 121 PG 126ZONED AI BENNY HENRY, JR,
DB 4234 PG 19 DB 11209 PG 710
0477097141 000 PB 121 PG 126 PB 116 PG 160
BRAD TYSON LEE ZONED Al ZONED RR
DB 7785 PG 224
PB121
P126
ZONED AI
E
EIR 76
N 13°13'55" W 800.44' EIR TO EIR EIR N 13°13'41" W 333.67' EIR TO EIR EIR I
0478006231000
120.00 90.00 90.00 90.00' 95.00 95.00 100.00 103.00, 17.44, 88.55, 1 193.92, 51.20, MATTHEW KEEN
DB 8869 PG 101
35' REAR PB 116 PG 160
ifSETBACK _........ _........ _........ _........ _........ _........ _........ _........ _........ _........ _........ _........ _........ _........ _........ _........ _........ _........ _........ _........ _........ _........ ZONED RR
I 1( 1 1 I � 11 I I i t �( 1
I I I I I zl I zl I zl 1 zl I zl I zl I zl
SETBACK fv � J J J
cn o cn 1 cCOn a°'°, I J cri l rn rn l 0) � � I C,4,4 13 °�� �� z - J
z -1 -1 c° rn cl 1m cnl Iry �h J
c,4 c,41 I- U; Ui °
J zl zl col C° 0� - �I ry 01 1- CAI w7 col Icl 18,901 SF �� 12 rn
CID 0021 2 0 'I =I _ C1 � I - 0� I 1 �� L4 O
�i �i 19 l I 18 17 I I 16 15 14 I �
°I N °^I ml I ml ml m1 ml I ml 1 23,212 SF 1 0 0478007223000
m STEVEN FOX
cl c? 19,079 SF N 18,951 SF 1 1 18,182 SF 17,776 SF 16,334 SF 16,318 SF I I 16,682 SF I 17,136 SF = De 96a1 PG 15a
c" 22 �I cL* 0c"i m PB 116 PG 160
ZONED RR
m I 'I I � I I I 1 1 I I � i. i i CA
25,154 SF m m C8
I� SIDE ...........- i U!
SETBACK 5.18' 103.00' 87.36' C7 D m
'��10' X 70' SIGHT I I I I 1 1 L.............. ...... 5 C6
I TRIANGLE I 18•36' S 13°08'21 E 195.54'
I
.........I C9 158.81 ' O
Cl 64 g6.36 5 36, 7B
20. ' p0„ E 13 PC C21
85.00' 86.31' C2 C3 C4 S 22`47' 0� N 63°15'45" W 1 GMICHAEL2BEST
0,,0
S 1 °08 21 E 19 .54 0
DB 11172 PG 287
00 PT I C15 C14 50.18 100.00 45.36 •pp, C10 � Pe 116 Pc 160 I
°ENADRL'"E S 13°08'21" E PC C20 S 22,47,00„ E 71 135 36 C16 30' FRoNT C13 ZONED RR
206.30' 7 SETBACK .................................................................................................. C12 C11 11 rn
29.14' BAYWOOD TERRACE DRIVE f L................................................................................................I L.......................................�
°° 50' PUBLIC R/W C17 L............. 5' SIDE 20,942 SF I
~ =
0 I O
84.00 87.31' C19 C18 SETBACK z z .. ...... L...... - r
I �I �I zl a 0
rIC2O zI zI �I rnI �l �j,����Q6'
10
I
1 1 z I I � I I, � I h -I logo cn I loo wl l0 �°� �77• 1 79 c D
10 X 70 SIGHT z c,a o o �
z v rn 01 I; C,iI I• 19,671 SF �� Z
z rn 1 O J O C, 10 O O cn O rnl TRIANGLE J �, w 7 _1 cn 8 col cn g 0478009228000 C
1
�I I- 2 �I I- 3 01 h 4 Ln 011 1 6 0 - _ �1 0 >--� CHRISTIAN ORELLANA c�
co co m DB 9649 PG 359
c,, °'I I(A OI Iw C'1 I- (A (0 l�A CAI C°I - ml F��PB 116 PG 160
co cn cn cn 14,043 SF 15,199 SF col Iq 16,569 SF _1 1 18,505 SF I 1 17 991 SF 1 1 18 505 SF 1 1 19 287 SF m ZONED RR G
J- 1 � 13,807 SF �I w C. I m
� 00 col 1(3 CO1 h m I m t m
15,872 SF 'I tI 1 m1 1 1 1
" v m m \t I
o _ i a i
....................................................................................................
-B
D
r 119.00, 35' REAR 100.00' 100.00' 100.00' 100.00' 100.00' 196.14' ISS TO ISS
EIR 102.00 SETBACK 102.00 102.00
N 13*15'28" W 1136.13' EIR TO ISS
STATE OF NORTH CAROLINA
COUNTY OF CUMBERLAND
I, REVIEW OFFICER
OF CUMBERLAND COUNTY, CERTIFY THAT THE MAP
OR PLAT TO WHICH THIS CERTIFICATE IS AFFIXED
MEETS ALL STATUTORY REQUIREMENTS FOR
RECORDING.
DATE:
REVIEW OFFICER
0477193770000
COLON CARTER HEIRS
D 4 PG 19
PB 87PG 34
ZONED Al
CURVE TABLE
CURVE NO.
CHORD DIRECTION
CHORD LENGTH
ARC LENGTH
RADIUS
CI
N 31 °51'59" E
49.49'
54.98'
35.00'
C2
S 13*14'51" E
3.69'
3.69'
975.00'
C3
N 16*00'17" W
90.11,
90.14'
975.00'
C4
N 20°43'06" W
70.26'
70.28'
975.00'
C5
N 20°36'54" W
77.56'
77.58'
1025.00'
C6
N 15°47'34" W
94.92'
94.95'
1025.00'
C7
N 37*14'02" W
20.41'
21.02'
25.00'
C8
N 17*17'44" W
69.51'
76.85'
50.00'
C9
N 51 °41'50" W
42.20'
43.56'
50.00'
C10
S 80°47'48" E
38.34'
39.35'
50.00'
C11
S 37*34'10" E
35.32'
36.09'
50.00'
C12
S 9°04'52" W
43.79'
45.33'
50.00'
C13
S 10*57'21" W
20.41'
21.03'
25.00'
C14
S 14*36'12" E
49.83'
49.84'
975.00'
C15
S 19°01'23" E
100.53'
100.57'
975.00'
C16
S 22°22'51" E
13.70'
13.70'
1025.00'
C17
N 21 *13'47" W
55.58'
55.59'
1025.00'
C18
N 16°49'06" W
102.21'
102.25'
1025.00'
C19
N 13°32'59" W
14.69'
14.69'
1025.00'
C20
N 17°57'40" W
168.13'
168.33'
1000.00'
C21
N 17°57'40" W
168.13'
168.33'
1000.00'
ERB
-
SS 1,58
-ROM
80
ERB ISS
77
TKb
0478100320000
THOMAS N. MALONE
DB 8286 PG 655
PB 116 PG 160
ZONED RR
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I
I
81
N
0478101384000
EARL WATKINS, JR,
DB 8043 PG 735
PB 116 PG 160
III
ZONED RR
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--
-
40' DRAINAGE EASEMENT
A ZERO LOT LINE SUBDIVISON
PROPERTY OF R CHI, LLC
BAYWOOD TERRACE
EASTOVER TOWNSHIP
FAYETTEVILLE
SCALE 1 " = 60'
CUMBERLAND COUNTY
NORTH CAROLINA
JAN U ARY 2022
GEORGE M. ROSE, P.E.
P.O. Box 53441
Fayetteville, NC 28305
60 30 0 60 120
SCALE IN FEET

VICINITY MAP
NO 5r�ALE
LE6END
EIF' EX15TINO IRON ROD (PROPERTY GORNER)
ERB EX15T REE3^1 (PROPERTY CORNER)
1 15 5 IRON 5T^rE 5ET (FROPERTr' GORNER)
E I EX15T IRON PIPE (PROPERTY GORNERJ
[_ P EXI&TIN6 L16HT POLE
PP EX15TIN& PONER, POLE
EX�15TIN6 60Y HIRE
- 0FdE-­­-­- EXISTIN& OVERHEAD ELECTRICAL
EX15TIN(5 GONTOUR
NOTES
I. TOTAL AREA IN TRACST = 450,840 '5F 1035 AGRE5
2, ONNEWPEVELOPER:
R CHI LLC
5c`14-7 PUNN ROAD #5
FAYETTEVILLE, NG 25312'
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cfI0-5q1--(q22,1
3, REFERENCEPE3 111210 F(v 524
4, REINS P,10-7-1014%50000
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EIR,, EX15TIN6 IRON ROL) (PROPERTY CORNER)
ERF3 EX15T REBAR (PROPERTr CORNER)
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EX,15TINC,
DF� EXIST IRON PIPE (PROPERTY CORNER)
QRx� SHOULDER,
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EXI5TINe LI6HT POLE
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FFI* EX15T , PONER POLE
U 1 EX15TIN6 CvUY NiRE
12 MAX
NILD FINE
0�­IE-­ EX15TING, OVERHEAD ELECTRICAL
q
0+00 UTILIT"r PROFILE A
EX15TINO CONTOUR
I \V/ E - -
REMOVE PLU6 AND INSTALL
PERMANENT ROADSIDE DITCH
450 BENDS
SEE ROADHAY'5ECTION, 5HEET SP5
T
_,0+12 450 Bi
ARRO�N5 INDICATE DIRECTION OF FLON
50' R1 &HIT —OF —NA)"
20' PAVEMENT
GOMPACTED 51
EXISTINIS, 0 W->CK PIPE INLET PROTECTION
21" BLONCIFF SEE DETAIL (FIO. 6550) NOTE., GUL-PE-1_---)AG RAPIU5 15,55D'
EX� b" PLU65 ,,0+111�00 GON5TRUCTION 5EQUENGE: TO ED6E OF PAVEMENT AND
450 BEND 50.0' TO RI6HT—(_)F—NAr
k A CERTIFICATE OF GOVERA6E MUST BIE OBTAINED BEFORE
kAkA Id =kA=kl = A I, I I A $� I n Al A 11 A I
ORA55ED DITIGH SERVE5
b" AE3G 51"'ONE BA!5E A5 VFOETATIVE
GONVErANGE
2" SDR-21 FVG OR, 8"
G-q010 F\i NATER LINE
t_Al� A— %.� I k,� L_ I./_L/ �� I v LO I
2. IN5TALL CONSTRUCTION ENTRANCE. Ru""Al-1)"'INAY SEGTI 0"N
3. 6ONTA6T DENR LAND OUALITY AT 1110-453-5300 BEFORE
NO 5GALE
BE61NNIN6 ANY ADDITIONAL V40RK ON THE. SITE.
4. INSTALL SILT FENCE HHERE INDICATED ONTHE PLAN.
5, 51TEEROU&H 6RADIN6 OPERATIONSI. ENTIRE 51TE HILL BE 5TRIPPED AND
BUILDINO PADS CONSTRUCTED FOR, EACH LOT,
"T. INISTALL HATER LINE5 AND 5ERVI6E5.
1. FINE ORADE ROAPHAY AREA5, INSTALL 5TONEBA5E AND PAVIN65,
13. FINAL SEFDtNiSr AND LAND1.3CAPINI
61 41
. ............... . ....... . .... . ...
14, A NO-rIcr-- OF TERMINATION 15 TO BE OBTAINED FROM DEMLIR AFTER THE
..
5HOUL.Di 6RA55ED
PROJECT 15 5TA5LIZEP AND C�LO`i OUT BY DFMLR PER5ONNEL,
D�TCH
­.5ILT FENCE
5EE PLAN VIEN
g
PERMANENT 6ROUND COVER 5HOULD BE PROVIDED FOR ALL V15TURBED
AREAS HITHIN 15 HORKINO DAYS OR' qO CALENDAR DAY5 (161HIGHEVER
15 5HORTER) FOLLONING, THE COMPLETION OF CON$TPJJCTION OR
DEVELOPMENT.
CONSTRUCTION
INDWIDUAL EROSION CONTROL PLANS HILL BE SUBMITTED FOR INDIVIDUAL
LIMITS
LOTI-5 PRIOR TO COMMENCEMENT OF HOME CONSTRUCTION,
NEN 5" C,--qOO
&ENERAL MAINTENANCE REOUIREMENT5:
HATER LINE
I� ALL ER05ION CONTROL PRACTIGE5 HILL BE CHEGKED FOR
5TAE31LITY AND OPERATION FOLLONIN6 EVERY RUNOFF-PRODi
SEGTI'ON A —A
RAINFALL BUT IN NO CASE LE55 THAN ONCE EVERYIAEEK. ANY
NEEDED REPAIRS HILL BE MADE IMMEDIATEL.Y" -To MAINTAIN ALL,
5ANDEROSA ROAD
PRACTICES, AS, DE516NED.
NO SGALE
2, ALL, SEEDED AREAS HILL BE FERTILIZED, RESEEDED AS NECE55ARY,
AND MULCHED ACCORDIN& TO SPECIFICATIONS IN THE \/ElSETATION
PLAN TO MAINTAIN A \/1601ROU5, DENSE VEOETATIVE COVER,
li, INSPECT ALL (5ROUNDCOVER AREAS IMMEDIATELY'AFTER RAINFALL EVENTS TO INSIURE NO ERO50N
IS OCURRN(v, IN15PE Yi 5EEDLIN65, AND PERIF
'CT NF 'ORM MAINTENANCEA5 REOUIRED�
2 FILL IN ANY RILLS AND 6ULLIES, THEN RE-5EED AND MULCH. CONSIDER TEMPORARY DIVERSIOW5'
UNTIL NEN PLANTS TAKE ROOT,
3, HEAK OR VAMACvED SPOTE) TO BE PROMPTLY REL.IMED, FERTILIZED, MULCHETl AND RE -SEEDED,
REFERT ILJZATION MAY BE NEEDED TO MAINTAIN, PRODUCTIVE 5TAND5,
(0,0 E OF TO 4, A FERTILIZATION PRO&RAM 6 REGUIRED FOR FRFOLIENTI-'r HOI FINE 7.)RP AND SOP, FREQUENCY
HATER MAIN AN5 Atli OF FFIRTILIZATION TO BE DETERMNED THROUGH PERIODIC 501L TE-5TIN67.
INSPECT ALL MATTIN& AT L.EA5T �'E.EKLY AND AFTER EACH 516NIFICANT (1/2" OR' &REATER) RAINFALL -
EVENT AM) RFPAIR IMMFD�ATELY AIS NECESSARY,
2, &OOD CONTACT NITH THE 6ROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR. BENEATH
THE MATTIN6,
3. ANY AREAS OF MArTIN& THAT ARE VAMA6EV OR NOT IN CLO5E CONTACTNITH, THE OROUND 1.5HALL
BE REPAIRED AND STAPLED,
4� IF EROSION OCtCUR5 ME TO POORLY' CONTROLLEV PRAiINAISE, THE PROBLEM 5HAL.L BE FIXET) AND
THE ERODED AREA PROTECTED.
Ex, I 15570ky''
5, MONITOR AND REPAIR THE MATTIN(5 A5 NECESSARY' UNTIL 65ROUND GOVER 15 ESTABLISHED,
AND R
REMOVE ,EPI-ACf-
PORTION OF CONCRETE
DRIVE A5 REQUIRED �OR-
HATER LINE IN51"ALLATION
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ENTRANCE -
0+00 511RE-ET PROFILE
(-,ENTERLINE 5ANDER05A RD
TA 142100
0+15 STREET PROFILE
=q+56 PROFILE A
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1 ,5EE SHEET5 5P3, 5P4
IN\/ 15" RCP"
135:10
SILT PENCE OUTLET
5,EE DETAIL
CONEFTRUCTION
LIMITS
11+26 UITIL PROF A
2"BLONOFF
81, PLU6
ILT FENCE
V
04 170,�5,544c��oo
F'Ji I-EE
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P5, 12.1 1:::16, 26
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0,11-11,13,11coor;
65ROOND 5TABILIZATION
SITE AREA
5TABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEP'TION5
PERIMETER VIKE5,
D�VEi BEFUlfS,
5AALE5, 1)1ITGHF5
-1 DAY'55
NONE
AND 5L.OPE5
­_..__....___­­ ... . .......... ........... ... ...... . .. .... .......... .............
Hi,51­1 OUALVII
PIATER (HaN
1 DAYS
NONE
Zi
5LOPES STEPPER
IF SLOPE5 ARE 10'OR
THAN 3t 1
-1 DAYS
LE-55 IN LEN6TH, AND ARE
NOT STEEPER. THAN 2,1,
14 DA'T'S ARE ALLONED
— ---- -----
5TEEFER
. ..........
. .... _ ...... . ... .. . . .. . ...... ................ . ....... . . .
"1­DA'T'5 FOR, 5LOPES,
rHAN 5- 1
�4 DAY$
6RE-EATER THAN 50 FEET
IN LEN(-TH,
ALL., OTHER AREA5
NONE
ArrH SLOPE5 FLATTER
�4 r)Are6
0EXCIEPT FOR
THAN 4,1
PER�METeR5 AND
-j—­
HON_ZONE5)
NCI
WIft FM
t, 0I OLT FgMZ'PER STID, M LT FE*M Di
K J) li A;gW ILET F11511" 9MMIER.
Lft
ARE, IDD jj:�NTS
P= C� SILT= FAX"Ci
fAWC
MAIWENANCE 41
6SCMINT 0600411115,10 NECESSARY TO PROVIDE AQMXKTF-
B'"'" " 101, TME INERT P-49 MiDi Rem" PRESKM om Tf*
"I'MUI TAKE CARF TOAVII LIMMINNi TW'I OUBBING
CIEAMCAI f"OW & ROtACE,$ TONEAS NECESSARY AS IT 4600#46
CLOGOW Wli 911CIPANT,
wiw wft Ploft AND W$ViA"
WFAW-OW
Z Aftilli ALL FIBNCM MATERIMqUI&ANO ~ASLE SeWaefa 00,0MIS AMID
1111111111140, T"t AWAroapADE AND $TAWtI�iEj-rApjIjk jW COM7MVFSI
DRA�MAGEARVAi�MWMPRO"ftLYSTAIJILIZEM
il �i
S Willi IN
= ft*E, r ill,
wo
51 LT FENCE OUTLET
NO 5GALE
1. 6RADF THE E-A)RFACE OF THE INSTALLATION AREAS 50 THE &ROI 15 SHOOTH AND LOOSE. ALL RILLS,
&ULLIE15 AND ANY OTHER M.511.)RBEV AREAS MU5T BE FINE &RAVED PRIOR To IN5TALLAT]ON.
2. EXCAVATE TE"NAL TRENCHES i DEEP AND &III NIVE) AGROS5 'THE CHANNEL AT THE UPPER AND LONER
END OF THE LINED CHANNEL 5E( ',TION5� AT' 25' INTERVALS, ANCHOR THE MATTN& ACROSS THE CHANNEL.
B7HER IN 6"' B`r b" TRENCHES OR BY 145TALLIN6 TNO CL.05ELY-15PACED RC)N5 OF ANCHOR5. EXCAVATE
LONrvin)DIANAL TRENCHES 6" DEEP AND HIDE ALON(5 THE CHANNEL ED(5ES IN NHICH TO BURr THE OUTSIDE
EDISIES OF THE MATTIN6.
3� DEPLOY THE MATTIN65 BYNRAPPIN6 OVER THE TOP OF THE TRENCH AND UNROLLIN6 UPSTREAM. OVERLAP
APJ,,N-C.ENT ROLLS A MINIMUM OF 3", ALLOH THE MATTIN�(7 'TO CONFORM TO TH�E TRENCH. PIN THE MATTIN6
(THO LAYER.15) TO THE BOTTOM OF THE TRENCH, BACKFIL L AND COMPACT.
4. AT THE LIPPER TERMINAL TRENCH, ALLOH -THE MATTIN65 TO CONFORM TO THE TRENCH, 5ECURE NITH PINS OR
I 'HE t TOP OF THE TRENCH ON ONTO
STAPLES, BACKFILL, COMPACT AND THEN BRIW5 T OIAT BACK OVER THE
-THE, EXISTIN6 MAT (2'TO 3'OVERLAP IN THE 0OHN5TREAM V�RECTION) AND PIN AT I' INTERVAL5.
5. FOR ANGHORIN6 DEVICE5, USE Il &AUO-E, MIN 6"LON6 B"r III AIDE 57APLE5 OR HIM, 12" LON6 NOCIPEN STAKES
HITH ANCHORS 1:)RIVEN FLL)5.H TO THE 6ROUND, ANCHOR 3' ON CENTER ALO�N6 THE CENER AND THE OVERLAP.
PROPFRTY BOUNDARIES ARE
Nc
04­r1e")r;,355IrD00 NA
GONSTRUCITION L-11',1ITS EXGEPT
P465EL.. HIAIPIIR�E5�
F�5 � 1&.5 R 6:, 220
HHERE NOTED
FF�3:2� 1 (26,
TOTAL LIMITS, 466,155 5F 1012
AOREI.�5 Zc',�'NEII A�
N 13 0131141 it N 333h-111 E�R. TO EIR—­1 E I
5F. ........ ....
100�001 0'. �00
I -7.44� 775, 5,120'
11425
4-2 5 1425
143
PROPERTY BOUNDARIE5 APZ—,
CON5TRUCTION LMT5 EXCEPT
COLON CARTER, HEIF�,'-, HHERE NOTED
SILT FENCE ROADSFIDE DITCHE5 015 4234 F'(,-,, 0
SEE ROADNAY 5EGTION THI5 SHEET P13 pel 34
`51*IN G,*NTX'�,
SGALE I" = (90"
60 30 0 60 120
SCALE IN FEET
The ShC4'ig W9 �od
NO SCALE
qino� and "'uss 5zc
20"'y
'th"O
. ..... ... ........ .. . ..... ... ...
mo
k,,,� k sk"T I Q1,q, wfi naf h., N l"I"; I,
St'i 1" 41 P qil, �.,l i ol h4up" el.
"00 arqr­IIIqr1m,I1e,0 0,iirlk 00
und di)Ay "i uaifltyp
,or, tiiairke rl, mou mi, vi&
"M11"O Ifirell, sv� 41/ 1
ru.ed we wi Im"come"4 ,vV1bj,5he0
U 15
,U.rhn%r,I,h.*� Pill- laili 'IVA It' ip.lio.WII. It, rl.lrk,
1,110, hYlOO h, tho ', wpp­ exI 61 hez-1,2 Fo j"
A%rl, 64fi, hid, td', . Nod 0 1 "knitwu MR., Nb.,9­Id
-hi Fr 0,WIF6N1 Wd 04DII1­6 WI pr,-old 0 r0l­ ed 6, of
d .�w Fill, �a . r.op­I­ "op Or 0 k, 120, F:
2 B_ . "IM poi P., ­01,­4 F­ ­ 133 10/11­ It Ow.� .1h, .
5 Fz Hai ­ Al.A. t. � I P�, I, h­ P, lj-k id, , Wi `II,01i fhi i �. f �krt,,
r. jh� ""'l of$t ddho, i ",ty, " It., I't". I— 'oh" Ivilpi 1� ot 111— 14
­0 ".4, F­Iq hit 6 li
I C­tiv" 01. .�Ii I W `14.
It hi U. hdI "I Iii. oth""t" I.— "I ­'­d 124, h111.1t, hi 0.
'­orirl "'i dj­­ h'F'oI­F, 1,
,hii I,.
6_" I, lilt., ­,ofti­­ IIN oA la �h. 1 .1 W, 0,
4,411 jitj'j;6
P.M." rv,. h1i ­t� ­4 Ill 0 O,f"i
Pro, rIFI­r hi -',oh , to. ti r"'a
, 5qa­t 1,h,*.,I Mr­,0 FlItOr NO, . 1,�, ­l, ­0I ".1r.—d ... 'Ii ki 0'.
1,. 0 ith. P..h, nA."d a'. �Ir. ­h wini to ffin OF Ole lool'o, Fak­
_FhT0r­­i, that, F�,rlc o" Ffie palaps &,do o* rom hu"06 P,"A HIM M. avall, ap
0.00 h". "Jol"ho'go fvaw w"oll. 0­qvi
F,I�­ th .,olphhr ­­ 0 ­1 Y­ po�r', o 'ir ht'� V.Lt
1116tiF, `oi il. tri i to. 4­16 1:1 111.1,1111". 11
el INV. eii Pit'— f.&kt .1th 6 1— r, dowt .t r.wr­. I- ­h wflh­�
V--I, f'or- 0' rl,�', r,raLloh�,"'I14 Io P'.I,,, III— "" ip­rr, 'ip 1­ 0­10
'JI�" InI­ X� lop" ti I
I . �_ohr, roarO. 14 fthov 'Ido �ya & imrhol d­rr Vor"a 0. rie'ali
I I,w of pake dd p,h apm Ir a, Vw r­I­ 6, 2,,r,)
&Pti­ 1:�, W�I­ OF &W Ot�� �,, nioht,� Flia li ryirt ­ Or 00 tlarir.h
q WIWIII 01. .,1 oll pin­d the I'llt- I.&I. ha ­W­1. Tho, ­K,
oh'ilp'l' "'ll P", Y11,11­10
F&CF 5ljCftbMEIr10'0
10MIPWO, 0ohv­Ii r­ah,rin61fId3 `­ and 0­0­011ki Nhr,,,,h,00dIrv­r Pon,,&
aow,li .Ii ­,o, ta. P.Ol" i a vt
tll'" a ti", q­� �ir­ 01 ", O'li
rhd lo­ hf joti,, ­d p­ti, ti Fw fvF F� middi, Ol Ftw
I_ "IFF,
2 1­11 1­11 4 �1.r 1,ii hI hIRIIIII CyaIt ­ ylpjj��th­
3 '.'r,�," 2 ..t di ., &. do­.I,­,, Wd. ,f 1h. oll� I.,,ol ­d
�,o, be, " frh­ anali posiO, to o,o,fd-r th, foli
,4 1 peh,o� Rh rho Nr,,Io. h," " �tbr
I',,. Ati.,1,1, Oh. ln&11, w ..i �0. Ihl- I- lill phi wra, a I'd— 0 4w
I'Ayr, �Alt­h ­h 1. .10q,­114 15 otw­ li ". h.b
masi, � i �X­t A[oo, amth fl. 1. 011to,i to ­q p,tol Opp'.
.I,." III to ­4g,"3
=opl,"o.".0.1, P, wI "Od'd I .­ p.lhl, ­d .,io $ I,..
�,­ 111,,, 7N 1 .1 � I, 'j—,11 1-1
�r "Wil I,d ­,­Wd Nr i A"001.
,­q,-W,r,
4 nt,,, Ia R, -.,00 (�o I do, oil ,­d'i
".4 F', th. '� hor," IkI I'. air �Id 0."', 'kI.I I r,
at ", I,,, ii P-r hi v." e.­ftuot vo "pa".- o". Oac va, lhi
ri Ih,­ t.r fl bi­,Fo�
­41,­ 1—. h kri &h.. , �,i Oid rl;.l �11.lh III IN, ­i
9­10 W. rm"'� 0 . ­'ohi ,dui r.I, dl,­Tol. 1,11,
low r. Rohlohe ­d�­i rAlp�IL* - --li to
do7V�tI,o­p6­ it Fri
P'd i -A- .. th. ".4 .0 W Pro— l,
111 .11, W, i I"d.,"I"i 16 qfteli I161INt fi OF 16111�',q 11i
1�0 Ilk.ki ... li ddrO.ft ­ FIv,q y, ­0 w OrOdk, ­U 6r,*rlIwr# I 0i IfoF
unar,lixt" &hlinaqw avao has Ima, WqwHi, adbIllmd
ER051ON CONTROL MATTIN67 ROCK PIPE INLET PROTECTION
NO 56ALE NO 5CALE
RO NGE REQUIREMENT5.
I � IN5PI Ri PIPE INLET PROTECTION AT LEA5T NEEKLY` AND AFTER EACH
516NIFICANT0/2 INCH OR. 6REATER) RAINFALL EVENTAND REPAIR. IMMED�ATELY.
REMOVE 5ED�MENT AND RESTORE THE SEDIMENT 5'roRAr5E AREA TO IT5 OR16INAL
DIMENIFAON,5 NHEN THE 5EDIMENTHA5 ACCUMULATED TO ONE-HALF THE DEPTH OF
THE TRAP, PLACE THE SEDIMENT THAT 15 REMOVED IN THE DE516NATf.P DISPOSAL
AREA AND REPLACE THE., 6ONTAM;INATED PARTOF THE &RAVEL, FACIN6.
21 ('�HECK THE 5TRUCTURE FOR DAMA6E. ANY RIPRAP D15PLACED f::ROM THE, STONE
'A' I
H0R5E5HOE MUST BE:REPLAGED IMMEDIATELY',,
Vki 0�1
3� AFTER, ALLTHE SEDIMENT AREAS HAVE BEEN FER,MANEtrrL,,r, 5TABILIZED, REMOVE, ­ h" ""', "' h `,,
10
THE STRUCTURE AND AI_L UNSTABLE 5EDIMENT. 5M00`T'H THE AREATO BLEND H�TH
THE ADJOININ6 AREAS AND PROVIDE PERMANENT 67ROUND COVER (50RFAC,E
F,
STABILIZATION),
a 115
SEEDING SPECS,
FOR EROSION CONTROL.:
...........
EROSION CONTROL $HALL BE PERFORMFD AS DrrALED IN THE STANDARD SPCC-
IFICATIONS FOR ROAD AND STRUCTURES. JULY 1, 1990
THE USE OF TEMPORARY EROSION CONTROL MEASURES SHALL BE INCLUDED tO
PREVENT SlLTADON OF WATERWAYS AND ADJACENT PROPERTY, IFIE USE OF SILT
BASPIS, AND TEMPORARY SEEDING, AND MULCHING, AS NEEDED
I$ PfCOMMFFIDEO�
GROUNiD STABILIZATION OF PERIMETER ARII AND SUOPE$ GREATER THAN SIT
SK4LL OCCUR WffHIN 7 DAYS, DITCHES AND DIVEI BERMS SHALL BE
STABILIZED Wi I DAYS,
PERMANENT GROUNDCOVER FOR: ALL DISTURBED ARM SMALL BE PROVII)i
WITHIN 15 Wi DAYS ON NO MORE THAN 90 CALENDAR DAYS WHlCHEVBA
IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR OEVELI4PIMENT,
PURSUANT TO G,S, 113A-57(2),, THE i, FOR GPADED SLOPES AND FILLS
S14ALL St. NO 0i THAN THE AMBLE THAT CAN BE RETAINED BY veouxityr
COVER OR OTHER ADEQUATE EROI CONTROL DEVICES OR STRUCTURES.
IN ANY EVENT, SLOPE$ LEFT DPOSED WILL, WRNIN 7 AND 14 CALENDAR DAYS Of
COMPLETION OF ANY PHASE OF GRACING, K PLANTED OR OTHERWISE PROADED
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCRES
SUFFICIENT TO RFRAN EROI
E_�RN16NI�NT, EROSION CONTROL SHALL BE PERFORMED AS FOLLOW&
1, ALL DISTURBED ARli SHALL HE DRESSED TO TYPICAL SECTIONS AND PLOWED TO A
DFPTH OF 5*
i THE TOP 2`�P,L) SHALL BE PULVFRf7ED TO PROVIDE A UNIFORM
SEFDOED, I UME SHOULD 9 APPLIED BEFORE PLOWING OPFRATIONJ
2, LIME SEED, AND FERTIUZER SHALL BE APPLIED WtH NECESSARY EQUIPMENT TO
ONE UNIFORM OI7F10Un,0.NR8F 7T.4EUE97ERIALS. THE HANUBUCKET METHOD IS
NOT ACCRABLE 0,1 AFF AND TYPES OF FRIALS TO SE APPLIED
PER ACRE, 80# CALL FESCUE
50# PENSACOLA SWARRASS
30# SERICEA LESPEDEZA
10f KOBE LESPEDEZA
300-&000# LIMI
1,000# '10-10-10 FERI�LIZER
BFST SEFDIHIC Di POSSIBLE SUDING DATES�:
FES, 15 - MAR, 20 FEB. 15 - APM 30
SEPT, I - SEPT� 30 SEMI I - OCT, 30
.9—F?
200f TALL FESCUE (SUEND OF 2 OR 3 IMPROAD VARIETIES)
25# ". (OPAN)
3,000-5,000# UMESTONC
1,0000 10-10-10 FE"UZER
Si SEENNO DATES� POSSIBLE SFE0100 DAMw
SEPi 15 - OCT, 15 SEPL I OCT� 31
3, S,EEDED AREA SHALL BE CLILTIPACKEC TO FIRM SEEDBED AND COVER SEED,
4� ORRIN STRAW SHALL BE APPLI 0M SEEDED ARE" AS A MULCH BASS
THE (ROUND SHOULD NOT BE tvi WHEN R10ft; BY A MULCHED AREA IF PRO-
PER APPLICATION IS ACHEIVIED. THICK CLUMPS OF STRAW ARE NOT PERMISSIBLE A29
A UNIFORM COVERAGE, IS FXPEMD�
5� MULCHED AREA $HALL BE TACKED WITH ASPHALT SUFFICIFNIFT TO HOLD STRAW IN
PLACE,
6. 01 TRCATMENT $HALL K USED IN AREAS WHERE VfM ORAM COULD CAUSE
DITCH Efil USE OF JUM MASH, CXCWIOR MAI OR FIBERGLASS ROVING
IS ACCEPTABLE DITCH TREATMENT SHALL BE INSTALLED BEFORE MULCHING
OMMI
OENFRAL ER015ION AND
SEDIMENT CONTROL NOTE5�
I� LIHLms CTHIBISHim iwirawrw. Aw. veoRrATive Am
STRUCMIRAL FROI ANDI SIVIMENT' C41NTROL PRAcwnas
"LL Bili WNSTRLCTW AND IVidKITAINi AC40RDqNs To
MINNAM STANDA" AND SPISCIPICATIONS ON THE NORT14
CAROLINA EPI AW 90PIrri CONTROL HANP00i
2A A COPY OF THE APPROVED, 1940,911 AM SWIMEW'WRITROL
PLAN %QI OF MAINTAINIRD ON THE SITE AT ALL ntI]IRS.
I
5, (4VMAF1,T0Fk 15 RESP"Bi FOR INSTALLATION OF ANY
ADVITIONAL OONTROL MEAeVIRES WIN,055ARY TO PReVIENT
ERCOON AW SWIFIR9,11ATION AS PETERMINEV, BY THe
RAN APPROVING, AUTHIDI
4, C41,11RIAICTOK 6HALL INSRYT ALL aATRi MASUIRIBS
P,MKLY AtV AFTEI EA444 FUNOPP-PROVIAZINO EVERY.
ANY NECESSARY RWAIRS CR CLEANUP TO
II0QHTAJN THE Elo".10TIVENSSR, OF THE EROSION
UMTRM CIEV".0 $11ALL Be HAVe IMMAATMY,
5, ALL E"i AND Si WHITIROL MI5A6U%tM Aft TO Be
PL,kCCID PRIOR To 09 A6 THE FIRST STOP IN C-5,41UH&
IM PLAN APPROYINki AVINOMI KLL BE NarPolffC, 0i FrEfli
Peci THE
or t!��
SFIBTURr
PRIOR TO No AC-nvlw�
AND ONE VOI PKIOR TO FINAL INWWTM,
"'L CONTRACTOR SHAU. 511 MV KILCH "'110 DAY Of" INITIAL.
DISTUIli ANVF IN W Colli SHAi 0i 1OW Pli W
LEFT UNSEECII AND UWIUi AT ANY ONE TII
6, SWIMINT FRHI SHALL Me R0,� F"
THE NTE KINEN Is AC4ePTPM AND
STAOILMATION 19 CAPHIPLETE
X, 4114
% A.,
C)
"PSZGE
TEMPORARY
SEEDING SPECIFICATIONS:
S"ding Mixture
5percloo, Ri (lb/dcre)
III (Tc" 120
Rai In Hoortaki 50
seedin
Notes
14 all Hhwl d"wol of tompoli ww Is not to
..XI1.=0
AX
zoo.atl� AI 2wo Pi Nli Is - Hay 15
131 25W III Fob 1 -
PwKhw,vt - jan, I - M" I
c4di fth - vww, 1 - ARI IS
51 amendments
Follom hilRaisswKilat4am of wA Ni or ai ZOW Bilkiato
agirkultviral N"Oto"s, and *750 lbi 10-10-10 f=
Mulch
AW4 40W tvi Miraoi. I A Ali %.t11b1==111i
A"� "ba
= 6401
,Ur L tooL
Maintenance
Aslimillim 9, =
=,M 1I aid MI
,,Ladn
otgs=
dal
Seeding Mixtivil
Spe""Mi Fates ft/acli
00i
!%1.0111111.91=1
mi The sulbilitilutold 4 a rate, oP W IbAlli
Seeding dates
Hourlitaw - M0415 - Alog,
Plodwi - Play I - Ali 15
alsootal plan - ApI - Avg� 15
Soil amendments
III evoommovidatlions &P "I livi or ai
,24t%b/a grvvnd
,n gw
o 10-1 10 fortflIzor.
MUICIFT
AVIV 4000 b/oci obi Aw4hor oti by tackli
H asphalt nottii,4 or a Fal isi 11
Al diii With 01*606 set roar�ly kr4ght CM.=M"d
as a III owlahoi tool,
Maintanani
RA"rttiuo Ro Pot NFIN Passed,
rioNsrult" =16h arvow
or 0"w
TolOW 6,M Tomporaq Seeding
Slivi Mixture
spec,les Rates (Iblacre)
Ri (grallov 120
Seeding dates
Hivi - AI 15 - Vill 0
0
C.odeal Pk*n FlodinGi - Ai IS i� Cli W
1"l amendments
Follow will tell or oppiq 2AX" bi girvi
TO, wal NFROOti and I lb/awo
Mulch
11 19 4AV Wai w1raw AtOw strai I kKkii
asphalt, Fretting or a mi arichor
Ll A disk olth Wadoo sot now
ran bo vis" as a Mich avjwkq=
Haintenance,
REVISK)ND
Nr
—2-.p
..f . _��r
2,4q 22 5F q,59 A5PH, b" PCP
3-10-22 REMOVE FES
.1
0
1
w
EL
0
w
r^
0
C14
Ld
'0
z
x
oo
WI
00
LI)
11
dr.-
W
0
M
0'0
0
Cr
CL
cr)
jj
�x
w
LL
r%
(N
00
0)
z
z
0
co O�
5; 01
z
<
L.J —ji i
M of
L,Lj
v I
Li
Alp 1%
LL_
rN001,
L.L_
LLJ
v):
ry-i 0
LLJ
0
z
<
W
c)
la-Z
_j_j
0
ry 0-11
bi
Z
0<1
ZU_
100�
I— I
coz
0<
ct�_j
Gil 0-
DATE: DEC 2021 _�I
DRAWN BY.- GMR
CHECKED: GMR
SCALE---. NOTED
SH�EET NO.

50' R�6HT-OF-NA'r'
?
12" MAX
A
5EE 15HEET 5P2 FOR 0
11 1 1:1
CONTINUATION TO HATER i'll,
4
0 oT5,t-'-7ju
LINE TIE: AT HILD PINE E-)RIVE lk, -00'.0
"I �J I
T� 111 ddu ��I����I j!
"A T
4e F,
GOMPACTED 50IL'
NOTE: Guy.. -DE -SAC', RADIUS 15 55D'
TO EDGE OF PAVEMENT AND
550.0' TO FI6HT-0E-NA'r
VVNIT'r HAP
NO 5CALE
LE6END
E I R, EXISTING IRON ROD (PROPERTY CORNER)
EF�.E3 EX15T REBAR (PROPERT--r CORNER)
IRON STAKE SET` (PROPERTY CORNER)
ElFP EXIST IRON PIPE (PROPERTY CORNER)
I - F)k EX15TIN,& LIC7HT POLE
F-,F* EX1571NO FIOHER POLE
EX15TIN6 &UY HIRE
------ EX115TIN6 OVERHEAD ELECTRICAL
EX15TIN6 CONTOUR
NQTE!�
1, TOTAL AREA IN TRACT =: 450,a4O 5F = 1035 ACRES
2, OHNERA)EVELOPER:
R CHI LLCM
314-7 DUNN ROAD #5
FAYETTEVILLE, NC, 26312
dny4r h0cocinyrfight 11c.com
1 5ZII-6224 REMOVE AND REPLACE I I I I I [" , , , , l .,. I
PORTION OF CONGREI
3. REFEIRENCE: DB 11210 P6 524
DRIVE AS REOUIRED FOR 1.)4 -� �C)61'71 4
4. REID NOz 04'770cf,q650000 HATER LINE IN5TALLATION DRAD TY5err LEE
5, THERE ARE NO HETLAND5 LOCATED ON "THIS 51TE, DO '1 55 P& 224
EX, f2`1 Rr-Fl FF3 Q1 '(,-1, 26
6. SUBJECT PROPERTY 15 NOT IN 'THE HATER5HED. Al
T. 5UBJECT PROPERTY 15 IN FLOOD ZONE X.
5, THERE 15 NO 5T0RM1NATER 5HP A550CIATED HITHTH6 DEVELOPMENT.
q. BA'rNOOV TERRACE DRIVE 15 A PUBI-IC 5"FREETTO, BE 00145TRUCTED.
TO NWOT 5TANDAR05 HITH A SCE -FOOT" PUBLIC RI6HT-0E--HA`r AND 15
TO BE ACc,,'�EPTEP INTO 'THE NCDOT 5ECONVAR"Y'ROAD5 5Y5TEM,
120,00' qo.oOl qo.c
10, REOWREP 5ETBACK5: FRONT 30' -- 4
REAR 55'
51VE 5'(ZER0 LOTLINE) I---- -- - 142
11, Ti-115 1505DIVICPION HAS DE516NEP IN ACCORDANCE z
WITH 5EGTI0N 2402 OF THE CUMBERLAND COUNTY
5UE3Vl\/150N ORDINANCE A5 AMENDEE) AND
RENRITTENJUNE 21, 2.'021,
12.SOILS 9NITHINTHI15 5UF3DI\/I5I0N ARE 5UITABLE FOR 501L 4 ENVIRONMENTAL A5150GIATF5 VATED JUNE 26,202k
z 5EPT�C SYSTEMS PER 5OIL5 REPOFzT B,i, 5OUTHEA5TERN
ALL LOT5 TO BE SERVED BY PUBLIC HATER AND INDIVIDUAL
5EPTI(., 5"r5TEM5, m I ql,o-llq 5F IbC45I 5F
b+q5 ?�a -j / ;�9 PAD 1415 PAD
1,9� NO 5TORMHATER, 5MP 15 AeSOIGATED P41TH TH15'51TE. 15TORMHATER, NEN FIRE- HYPRANT (3� 22"" - PAD 142.0
HAVE BEEN RE-VIENED Q
CALCULATION5 AND ERONONI CONTROL PLANE3 ca=p r)s=.rAii cwppTcx-)t;
AND APPROVED BY'DENR (LETTER OF APPROVAL DATED I-Iq-22)
14ALL CONSTRUCTION TO BE IN ACCORDANCE HITH ALL
CUMBERLAND COUNTY 5TANPARD5 AND 5PEGIFIGATION5,
6. T"HE CONTRACTOR Wc5TOONTACT THE NORTH CAROLINA CIALL CENTER INV 18"
AT bOO--(532--4q4q PRIOR TO VIO-OIN6 IN ORDER TO LOCATE ALL 155A4
EXI5TIN('v UTILITIE'3, 04235
56 LF Ib" CLA55
V FZ(,',P AT 030%
0+00 5TREETPROFILE
GENTERL I NE 5ANPER05A RP d .. .. .....
TA 142,00
0+15 57REETPROFILE
=LI+56 PROFILE A
5"Xb" TEE
2 EACH 8"
5EE SHEETS '5P3, 5P4
INV 16" RCP
155:10
11+26 UTIL PR,OF A
2" BLOW.)FF
6" PLUO
....... ........
GURVE NO.
GHORD DRECITION
GHORD LEN6TH ARC, LEN
RADW5
cl I
N 3V'5I'5(4` E
---------------
4LI,41' 15 4, q b'
1,95,00'
G2
5 0<1415111 E
5.0 1
q15D4.. "
c3
IN 16000'11" N
10,11, (10,14'
q-15.00'
G4
N 20045'06" H
10.26' 10�25
....... .... .......
q'15DO'
G5
IN 20036'54" kq
......... . .
77,56 1156
......... . . . . .......... .........
1025DO'
..........
. . ..... ...... cl (9
IN 1504-1'34" Vq
(44.12' 4.115'
1025.,00'
. .
c1l
N 31014'02" N
20,41' 2,02'
25DO'
clb
N 1-I'T"I'44" Vq
6q.,511 16.85,
50DO,
CA
N 5104150 h
42,20' 4556'
50DO'
Glo
..............
5 50`4148" E
. ...... ............. ....... . .......
3834' 3ci,3511
. . . ......
. ....... --- ..... ..... . . . .
50.00'
Gil
5 3-7054101" E
... ..... . . .....
5532' 56.061 ..... . ..
50DO"
.......... .
--- -
G12
-------------
5 q"04'52" ?q
43,"'7l' 45,35'
50.00'
G13
5 10051'21�" Vq
. . . . ... . ......... . .... ...... . . . ................
20411 2D5
------------------ - - ------
25DO'
64
5 14036'12" E
...... . .......
0.834q.b4'
...... ...................... ..
q-75.00'
. . ............ ....
G 5
5 M"01'25" E
10055' 1005 T
cil5DO'
GI(b
-------------- --
5 22"225'1" E
. ..............
13101
1025.00'
cl I
........ .
N 21 0 1541 Pi
. ...........
5551�31 5 zA 11
1025.00'
60
-- ----- ------ ----
IN 16'4q'06" h
------- --- --- -
102.2 1' 10225
1025.00'
Glq
N 13032'5q" h
l4bq' Whq'
1025,00'
G20
N 1105140" N ......
---- --- --
.... . .. lbbBl 1bb351
1000.00,
G21
.......... ..
N I-T05140" N
bl, 6',ii' 68331
1000DO,
/ &RASSED D�TCH SERVES
5" AE3G STONE BASE AS \/t-:GE'FATI\/E
GONVE"rANGE
2" 5DR.-21 PVC, OR 811
G-100 F\/G HATER LINE
NOTE-.: NO LAND5CAPINO PROPOSED IN THIS AREA, ANY
ADDITIONAL LANDSCAPINO PROPOSED MUST BE
APPROVED BY CUMBERLAND COUNTY PRIOR, TO CONSTRUCTION.
III P.E. LINE TO RE51PENCE
BY PLUMBIN6 CONTRACTOR
ON
MEIN 3/4" RP BACKFLON IN
ABOVE GROUND HOT E30X
m
L J
I" P.E. HATER HATER METER BOX
5EIR\4CE 5/5lli METER
NEN 4" 50FZ-21 PVC KIL,
51 EDGE OF PAVEMENT
NEN NATEFZ 5Ef;Z\V I GES
A f
Ncl - /-NND BAG"FLONS
5GALE 1°'° 10'
NA \,,D lz
ART
09 -1 7b"i Ca 2-2c)
131AP "I r Ar AN I EE
f:�P, 1234 Pr7 6] PE3 kip PIG 26,
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21
F.3f.:,NNr" Hp''NRY, JR.
ZONEE,� Al o.DO I120r1 F6 '110
PE3 116) F'(r bc)
ZONE"T-) RR
b00.44-1 N 13,13,41 pq 335,61' EIRTO FIR
01 115,00, 100.001 105.00
. . . . . ............. . . . . . . 42 S -- 42,5 , 6 2 i 0
MAT"HEVI KEE:J1
143
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jl
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rnPTA('(15 rtl
rtl
ril m
23,212 5F
PAD 1435
2 5F 5F 16,334 5F 16,515 5F 16,682 5F 1-7,136 5" ()4 le5oo r22,`3000
42,5 " ;�T
PAD 142-5 PAP 1425 PAD 1425 PAD 143.0 -E E,rAIL 5 EVF"� rox
PAD 1425 HATER 'E�ERVICE,
. . . . ..... METER AND BACKIFLON E')B, 0681 F(5 � 56
DETAIL 5HT 5P5 m Carr
Rp,
103.00, u
77- -- ----- - --
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77 7----
0
6
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V'XV REDUCER
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m Z01�4ED RR
... . . ............ . .....................Rp
. ........ . . ....
42
i00.001 100,001 100,001 I00, 001 100"001 146.14' 155 'TO I5
10242'
N 15*15'2j3" H 15,5
1 7 " I lq3 770000 DB b2b6 P6 (,"55
cicN 01,4 GARIER HEIR5 p,[,� Hk.b P(160
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r
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0-4, li"'?g
J,
40' VRAI NA6E EASEMENT
V
Al w
42,
OVERALL PLAN
5GALE I` = 60'
T)o 30 0 60 120
SCALE IN FEET
REMSONS,
Hq-22 ROADNA"r 5ECTION
2-10-22 PER crp REVIEN,
2-lq-22 5f: q-55 A5PHj0-' RCP
3-10-22 REMOVE FE5
Lli
0
w
0
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u
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DATE: DEC 2021
DRAWN BY: GMR'
'MR CHECKED:
SCALE: NOTED

FEMSIMS
2-24-22 APP RQAZ)klA'( IMPERV
V!
R E
A,
ORAINA&E AREA
PLAN
A
SCALE V' 60"
60 30 0 60
120
SCALE M FEET
I
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13b.44
0+23.5
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(--,,EN"'FER,L I NE SANDEFD,05A RD
TA 42DO
0+1b STREETPROFILE
=ci+56 PROFILE A
"FEE
SEE E:)HEETS
INV lb'' RCF)
(13. -10
PLAN
5GALE 1 9,0'
30 15 0 30 6*
SCA.LE IN FEET
50' R1OHT-,-OF-NAY
GOMPACTED SOIL
NOTE GUL-DE.-SAG RADIUS IS 35.0'
TO E06E OF FAVEMENT AND
50,0'TO R16HT-OF--hA"r
81" ABC, STONE BASE
16,554 5F
P'Al:--) 1422
6RA55EE,-) PITGH 5ERVE5
A5
GONVEYANGE
2Ilk' 5DR-21 PVC, OR b"l
G-qO0 P\/G VqATER LINE
ROADHAY SEGTION
NO 5GALE
TOTAL IMPERV�OL)5 PER LOT
IMPERVIOU5 DRAIN5 TO STREET
1/2 OF YARD AREA
PRAIN5 TO REAR
HOU5E, PORGHEI-5
AND Pr T�05
2,650 5F
PRIVENAY
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20'ROAPHA'r
T"rPlGAL IMPERVIOU5 PER LOT
TYPIGAL PRAINA6E PATTERN PER LOT
I
REVSC*&
6RAPE-
0
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a3
0-
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0
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><
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00
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REVISMS
b SF
1 42.5
loo"
16156q 5F
PAD 142.5
-30 15 0 30 so
ALF IV FFE'T
V,K
2 51212 SF
PAD 143.5
V NATER SERVIGE,
i�­IETER AND E3AC,K-,FL,Oh
5EE DETAIL SHT SF5
m
Nc, r ID
NA 0
m
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0
CL
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0
w
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0
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0
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00
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0
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0
>
w
LL
co
DATall III TE: DEC 2021
DRAWN YR
CHECKED: M R
SCALE: NOTED

-- - ------ -- --.- ..... .... . . ...... . ........ .
z
Ltj
LL
z
z
w
CD
c) Z
0
0
<
z
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ks)
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EOP . .... . -'. -- - --- --- -111 -11-1 .11-1- -1- -1 -11 -1 --- --- --- --- ".-- -- I ",--
5ANDEROSA
60' PUBLIG
R/N
z LU
LU
W- FL
LL UJ w C) < uj
11.U-
Q PLAN GL
z 5GALE 40' -�z k- C)
lu
z
z n
LU Lu >
T I z m
40 20 0 40 80 LU ks) LU
SCALE IN FEET z U- o-/ Lw :r
< z LU
LU Lu
a.: , = �.)
Lu d) <
iu
+ LW
z
Z-
QL C) K + W LW
d) Z ks) k,)
�w
ENGROAGHMENT GOR-515TS OF:
1126 LF NEN b" 6-q00 PVG NATER, LINE NITH
A550C,IATEF) 450 BE (3 EA),b11Xb11 TEE, all
65ATE VALVE, 5" PLUO, 2`1 BLONOFF
50 LF 15" RGPNITH FLARED END 5EGTIONS
PNC ENGROAGHMENT NO. �cf52-7
DRANINIO NUMBER DH--5600A
REMSIOW,
�-20-22 ENCROAeH NOTE5
... . ........ ......... . ... - ...... . . . . . . --- ..... . . ..... . . . .................... . ... . . .......
�R-
.2 LOHER VAL AT ENT
CL.
E
CL
w
(C2
%J
qqc!
x
w
00
LI)
add
w
0
Co
_j
I
Lc)
0
CL
"HI
W
LL
0
0
DATE: DEC 2021
DRAWN BY: GMR
CHECKED: GMR
SGALE: NOTED