20230972 Ver 1_Design/Maps/Site Plans_20230912

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OWNER SITE DATA DEVELOPER
ROBERT S. HENDRIX
392 FARMINGTON RD.
MOCKSVILLE, NC 27028
PAGE #
DESCRIPTION
C000
COVER SHEET
C100
EXISTING CONDITIONS
C200
PRELIMINARY SUBDIVISION PLAN
C201
ENLARGED SITE PLAN
C202
ENLARGED SITE PLAN
C203
SITE DETAILS
C204
SITE DETAILS
C205
ROADWAY PLANS
C206
ROADWAY PLANS
C207
ROADWAY PLANS
C208
ROADWAY PLANS
C300
OVERALL GRADING & DRAINAGE PLAN
C301
ENLARGED GRADING & DRAINAGE PLAN
C302
ENLARGED GRADING & DRAINAGE PLAN
C303
GRADING & DRAINAGE DETAILS
C304
GRADING & DRAINAGE DETAILS
C305
STORM SEWER PROFILES
C306
STORM SEWER PROFILES
C307
STORM SEWER PROFILES
C400
OVERALL UTILITY PLAN
C401
ENLARGED UTILITY PLAN
C402
ENLARGED UTILITY PLAN
C403
SANITARY SEWER PLAN & PROFILES
C404
SANITARY SEWER PLAN & PROFILES
C405
UTILITY DETAILS
C406
UTILITY DETAILS
C501
EROSION CONTROL PLAN - PHASE 1
C502
EROSION CONTROL PLAN - PHASE 2
C503
EROSION CONTROL DETAILS
C504
EROSION CONTROL DETAILS
C505
EROSION CONTROL DETAILS
C601
LANDSCAPE PLAN
C602
LANDSCAPE DETAILS
REVISION BLOCK
CAROB'''%
NOT FOR
CONSTRUCTION
SITE
409 FARMINGTON RD, MOCKSVILLE, NC 27028
5840-58-3409
D.B. 895 - PG.870
FARMINGTON TWSP - DAVIE COUNTY - NORTH CAROLINA
V C N TY MAP
PINEBROOK
SCHOOL RD,
NOT TO SCALE
JORDAN
GRANT
ENGINEERING • SURVEYING • PLANNING
JORDAN GRANT & ASSOCIATES, PLLC
2351 SIMONTON RD, STATESVILLE, NC 28625
[e-mail]
704-928-7919
FIRM # P-1227
N
W E
S
C2C LAND DEVLOPMENT, LLC
P.O. BOX 4628
MOORESVILLE, NC 28117
919-606-5852
RDENZLER061 [e-mail]
PROJ. NO:20211243

ZONING CODE SUMMARY
CONSULTANT NAME: JORDAN GRANT & ASSOCIATES CONSULTANT PHONE: [phone]
CONSULTANT ADDRESS: 2351 SIMONTON ROAD CONSULTANT EMAIL: matt.grant®Jordan—grant.com
STATESVILLE, NC 28625
DEVELOPER NAME. C2C LAND DEVELOPMENT LLC. DEVELOPER PHONE:[phone]
DEVELOPER ADDRESS:P.0 BOX 4628DEVELOPER EMAIL: [e-mail]
MOORESVILLE, NC 28117
PROJECT NAME: HENDRIX VILLAGE PARCEL(S) ID: 5840-58-3409
PROJECT ADDRESS: 409 FARMINGTON RD.
MOCKSVILLE, NC 27028
--------------------------------------
SUBDIVISION NOTES:
1. THE MAIL COLLECTION SHALL BE COORDINATED WITH THE POST OFFICE
UNTIL SUCH TIME THAT CLUSTER MAILBOX UNITS ARE INSTALLED.
2. THE HENDRIX VILLAGE HOMEOWNERS' ASSOCIATION TO PROVIDE
MAINTENANCE TO COMMON OPEN SPACE (COS) LOTS.
3. THE HENDRIX VILLAGE HOMEOWNERS' ASSOCIATION TO PROVIDE
MAINTENANCE TO THE ROADWAY SYSTEM INCLUSIVE OF ROADS,
DITCHES, AND CULVERTS UNTIL NCDOTACCEPTANCE OF THE ROADWAY
SYSTEM.
4. THE CREEK BRANCHES SHOWN ARE CATEGORIZED AS "INTERMITTENT"
PER U.S.G.S TOPOGRAPHIC MAPS.
5. ALL SANITARY SEWER LINES ARE TO BE 8" UNLESS OTHERWISE
SPECIFIED.
SURVEY NOTES:
PROPERTY SUBJECT TO ANY FACTS THAT MAY BE
DISCLOSED BY FULL AND ACCURATE TITLE SEARCH
PROPERTY SUBJECT TO EASEMENTS AND RIGHTS OF WAY
OF RECORD AND THOSE NOT OF RECORD, IF ANY EXIST.
AREA BY COORDINATE COMPUTATION.
PROPERTY MAY BE SUBJECT TO GOVERMENTAL ORDINANCES,
ZONING AND OTHER REGULATIONS CONCERNING THE DIVISION
AND DEVELOPMENT OF REAL ESTATE.
NO SUBTERRANEAN SURVEY PERFORMED AT THIS SITE
North Carolina One —Call Center
2300 B. Keadowview Road, Suite 227
Greensboro, North Carolina 27407
[phone]
2 DAYS BEFORE DIGGING IN
NORTH CAROLINA
CALL 1-800-632-4949
UNDERGROUND LOCATORS.
CONTRACTOR SHALL CONTACT
THE UNDERGROUND LOCATORS
EVERY 10 DAYS FOR AN UPDATE
TO UTILITY LOCATIONS.
Call BEFORE you DIG!
"It's The Law"
SITE AREA: 18.504 ac JURISDICTION: DAVIE COUNTY
ZONING: R _20_(DAVIE_COUNTY)______ PROPOSED USE: R-8 (RESIDENTIAL)
WATERSHED: N/A OVERLAY: N/A
--------------------------
FEMA PANEL: 5840 DATE: 9/17/2008___
TOTAL PROPOSED LOTS: 72 TOTAL PROPOSED COS LOTS: 4
TOTAL AREA IN PROPOSED LOTS: 7.866 ac TOTAL AREA IN PROPOSED COS LOTS: 8.088 ac
TOTAL PROPOSED R/W AREA: 2.355 ac TOTAL R/W AREA DEDICATED: 0.195 ac
DENSITY (UNITS PER ACRE): 3.93____________
TOTAL LINEAR FEET OF PROPOSED ROADWAYS: 1,813 ft
APPROXIMATE IMPERVIOUS COVERAGE: 4.416 ac, 23.9%
SETBACK (DAVIE COUNTY)
FRONT:30 _ ft
SIDE:____1O__ ft EXIST.
REAR:30 ft ss \SSMH
CORNER:_ 15 ft \ \
SANITY%EWER: s PIN: 5840-58-5932
YIDED BY: DAVIE COUNTY \ MERRON644
RIIQ DANNERAL EN
,
WATER SERVICE: ss \ D.B. P.B.. 2, PG. PG. 31
PROVIDED BY: DAVIE COUNTY \\
\ ZONED: RA & R20
WASTE SERVICE: EXISTING
PROVIDED BY: PRIVATE COLLECTION BENT \ \ \ �` \ o o o FENCE
EIP i
( I I \ �10. / / /.�o ° i I \ _ I EXISTING
S 88 19 29 E 1,544.59' TOTAL -700- — _ _ \ \ r
" / ____0 9
\ \ OUTBUILDING -,
xl I II EXIS4. \ \ \\\\\\\\\\\\\\\\\\ \ \ \ �� �� / \ v I 1
PIN: 5840-38-2429�'�\\\
\\\ SMF\
EX{STING/o
STEVEN D. WHITAKER & \gyp
/LLINDA M. WHITAKER /OUTBUILDING
co x
D.B. 1073, PG. 423 PI
P.B. 12, PG. 454
ZONED: RA \
CENTERLINE OF / / / / / EXISTING I
CREE BRA14CH / / 6� / OUTBUILDING/
i< EXISTING I
/ / WELD x \
EXISTING \ I PI
PARN I x
c.� 100 YEAR FLOOD LINE / � / � / / I 1
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\ I I \ \ \ \ \// / /// / / / / / /� EXISTING
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EXISTING / �� / / \ \ / I I I I \ \ \ I 1 I I I { \ / / / / / / / / / / / / / / / / / OUTBUILDING EXISTING I 1
FEN E EXIST. \ \ / \ 1 1 I I I I I I I I I I I \ \ \ / / / / / / / / / / / j I / / / / 1 I / / / / / / / DWELLING x
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\\ \ \ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ III // / // // // / I I / / / / / / I I I / I I / I ( /
+ l \\ \\ \ \ I \ \ \ \\ \ \\ \\ \ \ \\ \ \ \\ \\ \ \ \\ \ \ \ \\ / I I \ EXIST STING
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\ \ \ \ \ \ \ // I I I / // /� / t 11 1 I I I \\
I)JI 1 \ \ I \ \ I I I I \ \ \ \ \ \ \ \ \ \ II II II �/ //ii�//�j( / l / 1 I I I EAI /
�j �>, I III 1 1 l I I I I \ \ I I I J//i _ / / / / / / I / I \ I N 83° 35' 339.87' TOTAL �o
3 \\ I 1 I I 1\ \ \ 1 1 I ( l/ 58' w
>o' �L \ \ \ — — — —� I \ \ I I 1 I I I I I I I I 1 1 \ l I I / / / / l / I I \ EXISTING
CM P
1 _ FENCE
PIN: 5840-58-8414
o RICKY WAYNE PARISH & I
LEGEND
FY
FRONT YARD SETBACK
RY
REAR YARD SETBACK
SY
SIDE YARD SETBACK
CY
CORNER YARD SETBACK
HYD
FIRE HYDRANT
SSMH
SANITARY SEWER MANHOLE
RAN
RIGHT OF WAY
P. B.
PLAT BOOK
PG.
PAGE
CBU
CLUSTER MAIL BOX UNIT
EIP
EXISTING PIPE FOUND
EIR
IRON REBAR SET
EAI
IRON REBAR FOUND
CM
IRON REBAR FOUND
RCP
REINFORCED CONCRETE PIPE
COS
COMMON OPEN SPACE
TYP
TYPICAL
ESMT
EASEMENT
STE
SIGHT TRIANGLE EASEMENT
PP
POWER POLE
WM
WATER METER
TP
TELEPHONE PEDESTAL
LP
LIGHT POLE
PROPOSED FIRE HYDRANT
Q
COMPUTED POINT
z
NOT FOR
ti
PINEBROOK
ITE
SZ�� SCHOOL RD.
CONSTRUCTION
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/ \ 615, \\\ I I I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ / / / J I / // / //( I I I / / / / / I I \ \ \ \ \ \ \ \ \ \ \ SUZANN BROWN PARISH CM
2 ' I I I I 1 I I 1 \ \ \ \ \ \ / / 1 J///// I �J I 1 / / / / / / I \ \ \ \ \ \ \ I
D.B. 107, PG. 923
o Wo_
N \ \\\ \ I \ 1 1 \ 1 \ \ \ \ \ 1 I / / /// // /// // / I (/ / / / / \ — — d
\ 1 \ \ \ \ ZONED R20
PIN: 5840-38-2429
I
24"
STEVEN D. WHITAKER & co RCP
LINDA M. WHITAKER � /// PD.B. 1073, PG. 423 N 4° 3_S2" IPlJW285P.B. 12, PG. 454
ZONED: RA \ � /1/I \ \ \ \ \ I I \ \ \ \ \ \ — /// // // \ \ � \/\ � � — � \ — \ \/ 1 *TIE* EIP
s EXI�ST.-
� // I\ \ \ \ \ \ \ ` I I \\ \\\ \ \�////i/i/ /�/I \ �I\ \� \` S \ SSMH h // I
100 YEAR �LQO� LINE ��\ \ \ \ \ I \ \ \ \ — — //ii/// / \ \ \ l/ CO I
\S /I l
c i cV PIN: 5840-58-8214 °
u'j, �, / \ \ \ \ ✓ \ _ �p MANDI WHISENHUNT & N 84 39 20 W
r — \ \ \ \ /// / i , / / /� / 1 \ / CENTERLINE OF / °
o I ` \ \ \ \ — \ \ — — / // j / / ( l I CREEK RA CH / / DENNIS WHISENHUNT 24.96' *TIE*
6 — \ \ _ _ _ // / /// i / CFLyTEI�IN� OF \ \ \ g N D.B. 1166, PG. 1019
I \ \ 8 \ \ // 10 YEAR FLOOD LINE I 1 1
EIR \I ` \� \ , \ , \ S`\ — \ N 87° /�/ / �/� \_A7CRE�K TRP�NCM .\ (\ \\ \ \ \ t\ ZONED: R20
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27 37 W 1,096.72 I \ � \ 1 ) J l l
PIN:5840-48-7220 � I
MARK A. DELLINGER & 690-. \ \ \ \ L �c9� I _ \I `) ` EAI
PAMELA C. DELLINGER I DO'
D.B. 192, PG. 173 EXISTING PIN: 5840-58-7274 N: 808,221.39
ZONED: RA FENCE J EMORY CRAWFORD & MARTHA E: 1,545,645.57
CARPENTER CRAWFORD I
D.B. 1174, PG. 1032
P.B. 13, PG. 327
ZONED: RA, R20, & HB I
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CROSS HATCHING INDICATES AREA INSIDE OF
ROAD R/W TO BE DEDICATED FOR PUBLIC USE.
(AREA = 8,474.48 S.F., 0.195 AC.)
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Sheet No:
C10O
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ZONING CODE SUMMARY
CONSULTANT NAME: JORDAN GRANT & ASSOCIATES CONSULTANT PHONE: [phone]
CONSULTANT ADDRESS: 2351 SIMONTON ROAD CONSULTANT EMAIL: matt.grant®Jordan-grant.com
STATESVILLE, NC 28625
DEVELOPER NAME. C2C VENTURES LLC. DEVELOPER PHONE:[phone]
DEVELOPER ADDRESS:P.0 BOX 4628DEVELOPER EMAIL: rdenzler0613Cahoadrunner.com
MOORESVILLE, NC 28117
PROJECT NAME: HENDRIX VILLAGE PARCEL(S) ID: 5840-58-3409
PROJECT ADDRESS: 409 FARMINGTON RD.
MOCKSVILLE, NC 27028
--------------------------------------
SITE AREA: 18.504 ac JURISDICTION: DAVIE COUNTY
ZONING: R-20 (CITY OF STATESVILLE) PROPOSED USE: R-8 (MULTI -FAMILY TOWN HOMES)
WATERSHED: N/A OVERLAY: N/A
FEMA PANEL: 5840 DATE: 9/17/2008__-
TOTAL PROPOSED LOTS: 72 TOTAL PROPOSED COS LOTS: 4
TOTAL AREA IN PROPOSED LOTS: 7.866 ac TOTAL AREA IN PROPOSED COS LOTS: 8.088 ac
TOTAL PROPOSED R/W AREA: 2.355 ac TOTAL R/W AREA DEDICATED: 0.195 ac
DENSITY (UNITS PER ACRE): 3.93____________
TOTAL LINEAR FEET OF PROPOSED ROADWAYS: 1,813 ft
APPROXIMATE IMPERVIOUS COVERAGE: 4.416 ac, 23.9%
SETBACK (DAVIE COUNTY)
FRONT: 30 _ ft
SIDE:____10__ ft
REAR: 30 ft
CORNER:_ 15 ft
SANIT",SEWER:
RIIQ YIDED BY: DAVIE COUNTY
WATER SERVICE:
PROVIDED BY: DAVIE COUNTY
WASTE SERVICE:
PROVIDED BY: PRIVATE COLLECTION
North Carolina One -Call Center
2300 R. Meadowwiew Road, Suite 227
Greensboro, North Carolina 27407
[phone]
2 DAYS BEFORE DIGGING IN
NORTH CAROUNA
CALL 1-800-632-4949
UNDERGROUND LOCATORS.
CONTRACTOR SHALL CONTACT
THE UNDERGROUND LOCATORS
EVERY 10 DAYS FOR AN UPDATE
TO UTILITY LOCATIONS.
Call BEFORE you DIG!
"It's The Law"
LEGEND
FY
FRONT YARD SETBACK
RY
REAR YARD SETBACK
SY
SIDE YARD SETBACK
CY
CORNER YARD SETBACK
HYD
FIRE HYDRANT
SSMH
SANITARY SEWER MANHOLE
RAN
RIGHT OF WAY
P.B.
PLAT BOOK
PG.
PAGE
CBU
CLUSTER MAIL BOX UNIT
EIP
EXISTING PIPE FOUND
EIR
IRON REBAR SET
EAI
IRON REBAR FOUND
CM
IRON REBAR FOUND
RCP
REINFORCED CONCRETE PIPE
COS
COMMON OPEN SPACE
TYP
TYPICAL
ESMT
EASEMENT
STE
SIGHT TRIANGLE EASEMENT
PP
POWER POLE
WM
WATER METER
TP
TELEPHONE PEDESTAL
LP
LIGHT POLE
PROPOSED FIRE HYDRANT
Q
COMPUTED POINT
PIN:5840-38-2429
STEVEN D. WHITAKER &
LINDA M. WHITAKER
D.B. 1073, PG. 423
P.B. 12, PG. 454
ZONED:RA
EI
�1� 21252 �
PIN:5840-38-2429
STEVEN D. WHITAKER &
LINDA M. WHITAKER
D.B. 1073, PG. 423
P.B. 12, PG. 454
ZONED:RA
LINE
BEARING
DISTANCE
L1
N 88° 19' 29" W
60.93'
L2
S 01' 40' 31 " W
142.00'
L3
S 88° 19' 29" E
52.59'
L4
N 04° 58' 39" E
59.25'
L5
N 05° 04' 29" E
82.99'
L6
N 88° 19' 29" W
22.00'
L7
S 01° 40' 31" W
142.00'
L8
S 88° 19' 29" E
22.00'
L9
N 88° 19' 29" W
22.00'
L10
S01°40'31"W
142.00'
Ll l
S 88° 19' 29" E
22.00'
L12
N 88° 19' 29" W
1 22.00'
L13
S01°40'31"W
142.00'
L14
S 88° 19' 29" E
22.00'
L15
N 88° 19' 29" W
32.00'
L16
S01°40'31"W
142.00'
L17
S 88° 19' 29" E
32.00'
L18
S 88° 19' 29" E
32.00'
L19
N 88° 19' 29" W
32.00'
L20
S 01° 40' 31" W
142.00'
L21
S 88° 19' 29" E
22.00'
L22
N 88° 19' 29" W
22.00'
L23
S 01° 40' 31" W
142.00'
L24
S 88° 19' 29" E
22.00'
L25
N 88° 19' 29" W
22.00'
L26
Isol, 40' 31" W
1 142.00"
L27
S 88° 19' 29" E
22.00'
L28
N 88° 19' 29" W
22.00'
L29
S 01° 40' 31" W
142.00'
L30
N 88° 19' 29" W
52.00'
L31
S01°40'31"W
142.00'
L32
S 88° 19' 29" E
52.00'
L33
IS 88° 19' 29" E
32.00'
L34
N 88° 19' 29" W
32.00'
L35
S 01° 40' 31" W
142.00'
L36
S 88° 19' 29" E
58.00'
L37
N 88° 19' 29" W
58.00'
L38
S 01° 40' 31" W
142.00'
L39
S 88° 19' 29" E
52.00'
L40
N 01 ° 40' 31 " E
142.00"
L41
N 88° 19' 29" W
52.00'
L42
S 01' 40' 31 " W
142.00'
L43
N 88° 19' 29" W
22.00'
L44
S 01° 40' 31" W
142.00'
L45
S 88° 19' 29" E
22.00'
L46
N 88° 19' 29" W
22.00'
L47
IS 01 ° 40' 31 " W
142.00,
L48
IS 88° 19' 29" E
22.00'
L49
IN 88° 19' 29" W
22.00'
L50
IS 01° 40' 31" W
142.00'
SUBDIVISION NOTES:
SSMH
L51
S 88° 19' 29" E
22.00'
L52
N 88° 19' 29" W
32.00'
L53
S 01' 40' 31 " W
142.00'
L54
S 88° 19' 29" E
32.00'
L55
S 88° 19' 29" E
32.00'
L56
N 88° 19' 29" W
32.00'
L57
Sol, 40' 31" W
142.00'
L58
S 88° 19' 29" E
22.00'
L59
N 88° 19' 29" W
22.00'
L60
S 01° 40' 31" W
142.00'
L61
S 88° 19' 29" E
22.00'
L62
N 88° 19' 29" W
22.00'
L63 IS
01° 40' 31" W
142.00'
L64
S 88° 19' 29" E
22.00'
L65
N 88° 19' 29" W
22.00'
L66
S 01° 40' 31" W
142.00'
L67
S 88° 19' 29" E
52.00'
L68
N 88° 19' 29" W
52.00'
L69
S 01° 40' 31" W
142.00'
L70
N 88° 19' 29" W
32.00'
L71
S01°40'31"W
142.00'
L72
S 88° 19' 29" E
32.00'
L73
S 88° 19' 29" E
34.10'
L74
N 88° 19' 28" W
59.10,
L75
S 01' 40' 33" W
117.00'
L76
N 88° 19' 29" W
37.00'
L77 IS
01° 40' 31" W
142.00'
L78
S 88° 19' 29" E
12.00'
L79
N 01' 40' 33" E
117.00'
L80
S 88° 19' 29" E
22.00'
L81
N 88° 19' 29" W
22.00'
L82
S 01° 40' 31" W
142.00'
L83
S 88° 19' 29" E
22.00'
L84
N 88° 19' 29" W
22.00'
L85
S 01° 40' 31" W
142.00'
L86
S 88° 19' 29" E
22.00'
L87
N 88° 19' 29" W
22.00'
L88
S 01° 40' 31" W
142.00'
L89
S 88° 19' 29" E
47.00'
L90
N 88° 19' 29" W
47.00'
L91
S01°40'31"W
119.50,
L92
S 01' 40' 32" W
22.50'
L93
N 88° 19' 29" W
45.00'
L94
S 01° 40' 31" W
119.50,
L95
S 88° 19' 29" E
45.00'
L96
N 01° 40' 31" E
47.49'
L97
N 88° 19' 28" W
43.90'
L98
S 01' 40' 31 " W
122.00'
L99
S 01 ° 40' 33" W
119.50,
L100
S 88° 19' 29" E
10.00,
L101
S 88° 19' 29" E
37.00'
1. THE MAIL COLLECTION SHALL BE COORDINATED WITH THE POST OFFICE
UNTIL SUCH TIME THAT CLUSTER MAILBOX UNITS ARE INSTALLED.
2. THE HENDRIX VILLAGE HOMEOWNERS' ASSOCIATION TO PROVIDE
MAINTENANCE TO COMMON OPEN SPACE (COS) LOTS.
3. THE HENDRIX VILLAGE HOMEOWNERS' ASSOCIATION TO PROVIDE
MAINTENANCE TO THE ROADWAY SYSTEM INCLUSIVE OF ROADS,
DITCHES, AND CULVERTS UNTIL NCDOTACCEPTANCE OF THE ROADWAY
SYSTEM.
4. THE CREEK BRANCHES SHOWN ARE CATEGORIZED AS "INTERMITTENT"
PER U.S.G.S TOPOGRAPHIC MAPS.
5. ALL SANITARY SEWER LINES ARE TO BE 8" UNLESS OTHERWISE
SPECIFIED.
L101
S 88° 19' 29" E
37.00'
L 102
N 01 ° 40' 31 " E
142.00'
L103
N 88° 19' 29" W
47.00'
L104
S 01° 40' 32" W
22.50'
L105
N 88° 19' 29" W
22.00'
L106
S 88° 19' 29" E
22.00'
L107
IN01°40'31"E
142.00'
L108
N 88° 19' 29" W
22.00'
L109
S 88° 19' 29" E
22.00'
L110
N01°40'31"E
142.00'
L111
N 88° 19' 29" W
22.00'
L112
S 88° 19' 29" E
22.00'
L113
IN01°40'31"E
142.00"
L114
N 88° 19' 29" W
12.00'
L115
S 88° 19' 29" E
37.00'
L116
N01°40'33"E
117.00'
L117
N 01' 40' 33" E
32.00'
L118
S01°40'31"W
32.00'
L119
S 88° 19' 29" E
140.00'
L120
N 01' 40' 33" E
22.00'
L121
S01°40'31"W
22.00'
L122
S 88° 19' 29" E
140.00'
L123
N 01' 40' 33" E
22.00'
L124
S 01° 40' 31" W
22.00'
L125
S 88° 19' 29" E
140.00'
L126
N 01' 40' 33" E
22.00'
L127
is 01° 40' 31" W
22.00'
L128
S 88° 19' 29" E
140.00'
L129
N 01' 40' 33" E
52.00'
L130
S 01° 40' 31" W
52.00'
L131
S 88° 19' 29" E
140.00'
L132
S 01° 40' 37" W
51.08'
L133
S 87° 27' 37" E
150.03'
L134
N01°40'31"E
53.35'
L135
N 88° 19' 29" W
150.01'
L136
N 01' 40' 31" E
32.00'
L137
N 88° 19' 29" W
150.01,
L138
S 01' 40' 37" W
32.00'
L139
S 01' 40' 37" W
52.00'
L140
N 01° 40' 31" E
52.00'
L141
N 88° 19' 29" W
150.01,
L 142
S 01' 40' 37" W
22.00'
L143
N01°40'31"E
22.00'
L144
N 88° 19' 29" W
150.00'
L145
S 01' 40' 37" W
22.00'
L146
N 01° 40' 31" E
22.00'
L147
N 88° 19' 29" W
150.00,
L148
S 01° 40' 37" W
22.00'
L149
N 01° 40' 31" E
22.00'
L150
N 88° 19' 29" W
150.00'
L151
N01°40'31"E
32.00'
PAMELA C. DELLINGER
D.B. 192, PG. 173
ZONED:RA
SURVEY NOTES:
PROPERTY SUBJECT TO ANY FACTS THAT MAY BE
DISCLOSED BYA FULLAND ACCURATE TITLE SEARCH
PROPERTY SUBJECT TO EASEMENTS AND RIGHTS OF WAY
OF RECORD AND THOSE NOT OF RECORD, IF ANY EXIST.
AREA BY COORDINATE COMPUTATION.
PROPERTY MAY BE SUBJECT TO GOVERMENTAL ORDINANCES,
ZONING AND OTHER REGULATIONS CONCERNING THE DIVISION
AND DEVELOPMENT OF REAL ESTATE.
NO SUBTERRANEAN SURVEY PERFORMED AT THIS SITE
TEMPORARY
CONSTRUCTION
EASEMENT
L152
N 88° 19' 29" W
47.00'
L153
N 88° 19' 29" W
22.00'
L154
N 88° 19' 29" W
22.00'
L155
N 88° 19' 29" W
22.00'
L156
N 88° 19' 29" W
37.00'
L157
S 01' 40' 37" W
32.00'
L158
is 01 ° 40' 37" W
117.00"
L159
N 01° 40' 31" E
142.00'
L160
N 88° 19' 29" W
12.00'
L161
N01°40'31"E
142.00'
L162
N 88° 19' 29" W
22.00'
L163
N 88° 19' 29" W
22.00'
L164
N01°40'31"E
142.00'
L165 IN
01 ° 40' 31" E
142.00,
L166
N 88° 19' 29" W
22.00'
L167
N 01' 40' 31" E
142.00'
L168
N 88° 19' 29" W
47.00'
L169
N 88° 19' 29" W
32.00'
L170
S 88° 19' 29" E
32.00'
L171
N01°40'31"E
142.00'
L172
N 88° 19' 29" W
22.00'
L173
S 88° 19' 29" E
22.00'
L174
N01°40'31"E
142.00'
L175
N 88° 19' 29" W
22.00'
L176
S 88° 19' 29" E
22.00'
L177
N 01 ° 40' 31" E
142.00'
L178
N 88° 19' 29" W
22.00'
L179 IS
88° 19' 29" E
22.00'
L180
N 01° 40' 31" E
142.00'
L181
S 88° 19' 29" E
62.00'
L182
N 01 ° 40' 31" E
29.00'
L183
N 01 ° 40' 31" E
22.00'
L184
N 01' 40' 31" E
22.00'
L185
N01°40'31"E
22.00'
L186
N 01° 40' 31" E
47.00'
L187
N 88° 19' 29" W
62.00'
L188
N 88° 19' 29" W
140.56'
L189
S 88° 19' 29" E
165.56,
L190
N 01° 40' 31" E
22.00'
L191
S 88° 19' 29" E
165.56'
L192
N 01° 40' 31" E
22.00'
L193
S 88° 19' 29" E
165.56,
L194
N 01° 40' 31" E
22.00'
L195
S 88° 19' 29" E
165.56
L196
N 01° 40' 31" E
22.00'
L197
N 01° 40' 31" E
47.00'
L198
S01°40'31"W
18.00'
L199
S 88° 19' 29" E
143.06'
L200
S 88° 19' 29" E
22.50'
7201
N 01 ° 40' 31 " E
32.00'
L202
S 01° 40' 31" W 11
32.00'
PIN:5840-58-5932
RONALD PAULALLEN &
MERLIE DANNERALLEN
D.B. 165, PG. 644
P.B. 2, PG. 31
ZONED: RA & R20
L203
S 88° 19' 29" E
143.06'
L204
N 88° 19' 29" W
47.50'
L205
N 01° 40' 31" E
177
L206
S 01' 40' 31 " W
58.00'
L207
S 88° 19' 29" E
190.56'
L208
N 01 ° 40' 31 " E
45.00'
L209
is 88° 19' 29" E
158.151,
L210
N 05° 31' 32" E
27.45'
L211
N 05° 31' 06" E
30.68'
L212
N 88° 19' 29" W
114.55'
L213
S01°40'31"W
13.00'
7214
N 88° 19' 29" W
47.50'
L215
N 05° 31' 06" E
32.07'
L216
N 88° 19' 29" W
116.70"
L217
S 01' 40' 31 " W
32.00'
L218
N 05° 31' 06" E
47.11'
7219
N 88° 19' 29" W
142.35'
7220
S 01° 40' 31" W
47.00'
L221
S 88° 19' 29" E
22.50'
L222
S 01° 40' 31" W
22.00'
L223
N 05° 31' 06" E
22.05'
L224
IN 88° 19' 29" W
143.83'
L225
S 01° 40' 31" W
22.00'
L226
N 05° 31' 06" E
22.05'
L227
N 88° 19' 29" W
145.31'
L228
N 05° 31' 06" E
2.55'
L229
N 01' 40' 31" E
19.46'
L230
N 88° 19' 29" W
145.48"
L231
S 01° 40' 31" W
22.00'
L232
S 01° 40' 31" W
22.00'
L233
N 01' 40' 31" E
47.00'
L234
N 88° 19' 29" W
120.48'
L235
N 88° 19' 29" W
207.40'
L236
S 88° 19' 29" E
207.40'
L237
S 87° 27' 37" E
397.01"
L238
N 01' 40' 33" E
82.33'
L239
N 88° 19' 29" W
45.00'
L240
N 01' 40' 31" E
47.51'
L241
N 88° 19' 29" W
228.35'
L242
S 16° 15' 14" W
161.51,
L243
S 65° 21' 52" W
177.22'
L244
IS 24° 21' 38" W
48.25'
L245
S 60° 37' 37" E
147.70'
L246
S 19° 37' 55" E
147.71'
L247
S 52° 37' 37" E
128.01,
L248
N 05° 31' 32" E
135.19'
7249
S 87° 27' 37" E
499.69'
L250
N 05° 25' 41" E
60.22'
L251
N 05° 21' 31" E
31.96'
L252
N 88° 19' 29" W
314.94'
L253
IS 83° 3558" E
309.99'
3:1 CUT MAX
3:1 FILL MAX
ASPHALT TACK COAT
TYPICAL SETBACKS
0 00+0
09+61, 00+6L
o� -
2.5' EOP TO BOC
AN N RIP
5' SW'
i
30' FY
PROPOSED 5 UNIT
TOWN HOME
0
U
30' RY
N: 808,221.39
E: 1,545,645.57
1-1/2" S9.5A
INTERMEDIATE COURSE
1-1/2" S9.5A, S9.513
U. E). 11 00, rb. I v I y
ZONED: R20
� tiHJt I:VUKJt
8" COMPACTED ABC STONE
SUBGRADE
COMPACTED SUBGRADE
TYPICAL PAVEMENT SECTION
50' R/W (MINIMUM)
t
25'-0" (MIN)
VARIABLE
W-6" (MIN) 13'-6" 13'-6"-
1'-6' (MIN) (MIN) 2 _6 (MIN) (MIN)
(MIN) 5'-0"5'-0" 11,-0" 11'-0'
1 /4"
PER FT. SLOPE 3/8" PER FT.
4" CONC.
SIDEWALK LOCAL RESIDENTIAL STREET
CURVE
RADIUS
ARC LENGTH
CHORD LENGTH
CHORD BEARING
Cl
25.00'
39.27'
35.36'
S 43° 19' 28" E
C2
25.00'
39.27'
35.36'
N 46° 40' 32" E
C3
45.00'
69.59'
62.86'
S 42° 37' 27" E
C4
25.00'
39.27'
35.36'
N 43° 19' 28" W
C5
25.00'
39.27'
35.36'
S 46° 40' 32" W
C6
25.00'
39.27'
35.36'
N 43° 19' 29" W
C7
25.00'
39.27'
35.36'
S 46° 40' 31" W
25'-0" (MIN)
VARIABLE
11'-6" (MIN)
V-6"
MIN MIN) (MIN) (
2'-6'
5'-0" 5'-0" (MIN)
1 /4"
PER FT. 3:1 CUT MAX
4" CONC. 3:1 FILL MAX
SIDEWALK
4" COMPACTED ABC STONE
UNDER CURB MINIMUM
CARO
z
NOT FOR
SITE � Z�`�
SCHOOL RRD. D
CONSTRUCTION
'���11111III1�\\
OG
: `, �5z <�
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0
N fE0zW
S
N 840 39' 20" W
24.96' *TIE*
Lot
Area SF
Acres
Frontage
1
8055.49
0.185
52.59'
2
3124.00
0.072
22.00'
3
3124.00
0.072
22.00'
4
3124.00
0.072
22.00'
5
1 4544.00
0.104
32.00'
6
4544.00
0.104
32.00'
7
3124.00
0.072
22.00'
8
3124.00
0.072
22.00'
9
3124.00
0.072
22.00'
10
1 7384.00
0.170
52.00'
11
4544.00
0.104
32.00'
12
8236.00
0.189
58.00'
13
7384.00
0.170
52.00'
14
3124.00
0.072
22.00'
15
1 3124.00
0.072
22.00'
16
3124.00
0.072
22.00'
17
4544.00
0.104
32.00'
18
4544.00
0.104
32.00'
19
3124.00
0.072
22.00'
20
3124.00
0.072
22.00'
21
3124.00
0.072
22.00'
22
7384.00
0.170
52.00'
23
1 4544.00
0.104
32.00'
24
8257.92
0.190
190.37'
25
5120.04
0.118
168.27
26
3124.00
0.072
22.00'
27
3124.00
0.072
22.00'
28
3124.00
0.072
22.00'
29
6674.00
0.153
69.50'
30
5377.50
0.123
45.00'
31
6896.71
0.158
47.49'
32
6673.92
0.153
69.50'
33
3124.00
0.072
22.00'
34
3124.00
0.072
22.00'
35
3124.00
0.072
22.00'
36
5119.95
0.118
168.27'
37
4479.97
0.103
32.00'
38
3079.97
0.071
22.00'
Vicinity Map - Not to Scale
CROSS HATCHING INDICATES AREA INSIDE OF
ROAD R/W TO BE DEDICATED FOR PUBLIC USE.
(AREA = 8,474.48 S.F., 0.195 AC.)
NOTE:
DESIGNER MUST CONSIDER
AND ALLOW FOR DRAINAGE
OF THE TURNAROUND
R/W RIGHT
VARIES OF WAY
MATCH
STREET
WIDTH 5' RAD.
LO 80' BOC-BOC
� O
"NO
95'
STANDARD RESIDENTIAL
T-TURNAROUND (PERMANENT)
39
3079.97
0.071
22.00'
40
3079.96
0.071
22.00'
41
7279.90
0.167
52.00'
42
7832.89
0.180
201.11'
43
4800.22
0.110
32.00'
44
7800.31
0.179
52.00'
45
3300.11
0.076
22.00'
46
3300.10
0.076
22.00'
47
3300.09
0.0761
22.00'
48
4800.10
0.110
32.00'
49
5120.03
0.118
168.27'
50
3124.00
0.072
22.00'
51
3124.00
0.072
22.00'
52
3124.00
0.072
22.00'
53
6674.00
0.153
47.00'
54
4544.00
0.104
32.00'
55
3124.00
0.072
22.00'
56
3124.00
0.072
22.00'
57
3124.00
0.072
22.00'
58
8804.00
0.202
62.00'
59
7647.17
0.176
201.83'
60
3642.31
0.084
22.00'
61
3642.31
0.084
22.00'
62
3642.31
0.084
22.00'
63
7781.30
0.179
69.50'
64
4577.90
0.105
32.00'
65
10434.95
0.240
60.50'
66
8668.23
0.1991
60.50'
67
3699.92
0.085
32.00'
68
1 6616.45
0.152
69.50'
69
3148.05
0.072
22.00'
70
3180.56
0.073
22.00'
71
3200.36
0.073
22.00'
72
6703.46
0.154
181.75'
COS1
29450.28
0.676
207.40'
COS2
214708.96
4.929
174.84'
COS3
83402.431
1.9151
499.69'
COS4
24752.22
0.568
314.94'
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RIGHT OF WAY
EDGE OF TRAVEL LANE
CURB & GUTTER
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EDGE OF TRAVEL LANE
RIGHT OF WAY
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ADA RAMP LOC.
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MIN. MIN. IN. (MATERIAL TO MATCH TRAVEL LANES)
CONCRETE PAD
FOR CBU
1� CBU
— — — MM*
NOTE:
TURNOUT NOT REQUIRED IF ALL THE FOLLOWING
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ADA RAMP LOC. FOR CBU ADT s 200
CBU LANE WIDTH z 15'
CBU LOCATION WITH SIDEWALK NO BIKE LANE
7'
TURNOUT 2' CBU
MIN.
BERM _
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ADA RAMP LOC.
CONCRETE PAD
FOR CBU
7'
TURNOUT CBU
;CONCRETE
.5
ADA RAMP LOC. PAD
SIDEWALK FOR CBU
CBU LOCATION WITH SIDEWALK
FIGURE 2
CBU PLACEMENT FOR C & G SECTION RESIDENTIAL LOCAL AND COLLECTOR
SUBDIVISION STREETS
NOTES TO AiE.,
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_ _ _ _ _ _ _ _ _ _ _ EDGE OF FAYGMENr
EDGE OF IAVBV14T-E08NNG ROAD - - - - - - mot OF FAVIEWN11
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NOTE: Drainage easements may be required to accamodate drainage beyond the right-of-way.
RECOMMENDED ROAD CONNECTION
WITH CURB AND GUTTER
*SEE ISLAND DETAIL IF AN INTERIOR
ISLAND IS TO BE INSTALLED
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C 03

GRADING & DRAINAGE NOTES
GENERAL NOTES - SITEWORK
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1. EARTHWORK QUANTITIES HAVE NOT BEEN ESTIMATED AND SITE AS SHOWN IS NOT ASSUMED TO
REPRESENT A BALANCED CUT/FILL CONDITION.
1.
NORTH CAROLINA, DAVIE COUNTY, MOCKSVILLE, SURVEYED BY JORDAN GRANT &
12. THE TOP 18" OF NEW FILL SHALL BE COMPACTED TO 98% OF MAXIMUM
20.
ALL UTILITY TRENCHES SHALL BE THOROUGHLY COMPACTED TO PREVENT
oz
ASSOCIATE.
DRY DENSITY BY THE STANDARD PROCTOR METHOD ASTM D-698. ALL
SETTLEMENT AND DAMAGE TO FUTURE PAVEMENT AND STRUCTURES.
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2. CONTRACTOR SHALL PERFORM HIS OWN ESTIMATES AND SHALL PROVIDE ALL EARTHWORK
OTHER FILL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY.
PINEBROOK
NECESSARY TO ACHIEVE THE DESIGN GRADE, INCLUDING ANY OFF -SITE BORROW OR SPOILS
2•
THE CONTRACTOR SHALL VERIFY THE LOCATION AND INVERT ELEVATION OF ALL
21.
CONCRETE SIDEWALKS SHALL BE CONSTRUCTED WITH 3000 PSI CONCRETE,
SITE
ao
Z SCHOOL RD.
REQUIRED. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL GRADED AREAS, INCLUDING
UNDERGROUND UTILITIES AND VERIFY PROPERTY CORNERS AND TOPO BEFORE ANY
13. ALL EXCAVATION SHALL BE "CLASSIFIED EXCAVATION". EXCAVATION SHALL
4" THICK NON -REINFORCED WITH JOINTS AS SHOWN ON DETAILS.
PAVING, LAWN, AND LANDSCAPE AREAS.
CONSTRUCTION IS BEGUN. CALL UTILITY COMPANIES BEFORE ANY EXCAVATION TO
BE CLASSIFIED AS "COMMON EXCAVATION" OR "ROCK EXCAVATION". ROCK
LOCATE ALL BURIED CABLES AND UNDERGROUND UTILITIES.
EXCAVATION SHALL BE SUCH MATERIAL WHICH CANNOT BE REMOVED BY
22•
ALL AREAS NOT COVERED BY BUILDINGS AND PAVEMENT SHALL RECEIVE
3. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO ENGINEER ANY DISCREPANCIES FOUND
MEANS OTHER THAN BY BLASTING OR WITH AN AIR HAMMER, COMMON
TOPSOIL AND BE GRASSED IN ACCORDANCE WITH OWNER'S SPECIFICATION.
BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR
3.
THE CONTRACTOR SHOULD NOTIFY THE ENGINEERS FOR A REVIEW SHOULD
EXCAVATION SHALL INCLUDE ALL MATERIAL THAT CAN BE RIPED,
INSTRUCTIONS PRIOR TO PROCEEDING.
DISCREPANCIES BE DISCOVERED ON THE SITE OR ON THE DRAWINGS.
BOULDERS AND ALL OTHER MATERIALS THAT DO NOT FALL IN THE
23.
CONCRETE CURB &GUTTER SHALL BE 30" WIDE WITH 6" CURB
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4.
ALL REFERENCES TO SPECIFICATIONS FOR HIGHWAY CONSTRUCTION OR
CATEGORY OF ROCK EXCAVATION AS DEFINED ABOVE.
AND
4. CONTRACTOR SHALL VERIFY LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING
CONTRACTION JOINTSIINSCONSTRUCTEDOTALLEDPSIONCRETE TO COMPLY WITHWITHPANSION NCDM&PTOI JOINTSNTS
STANDARD
MATERIALS ARE MADE FROM NORTH CAROLINA STATES HIGHWAY.
v
WORK, BOTH PUBLIC AND PRIVATE. CONTRACTOR IS FULLY RESPONSIBLE FOR ALL UNDERGROUND
14.
ALL FILL MATERIAL SHALL BE FROM A SOURCE APPROVED BY THE TESTING
SPECIFICATION FOR MATERIALS & CONSTRUCTION OF CURB & GUTTER.
UTILITIES AND SHALL REPAIR ANY DAMAGE AS A RESULT OF THIS CONTRACT.
COMPANY AND SHALL BE FREE OF ROOTS, ORGANICS AND BOULDERS
5.
ALL DIMENSIONS SHOWN ARE MEASURED FROM OUTSIDE FACE OF BUILDING
LARGER THAN 1 CUBIC FOOT. FILL SHALL BE PLACED IN 8" LIFTS AND
24.
GRADING CONTRACTOR SHALL INCLUDE IN COST ALL CUT/FILL NECESSARY
5.
CONTRACTOR SHALL BLEND NEW EARTHWORK SMOOTHLY TO TRANSITION BACK TO EXISTING
WALL AND FACE OF CURB & GUTTER.
COMPACTED AS SPECIFIED.
FOR EARTHWORK BALANCE. CONTRACTOR SHALL INCLUDE IN COST ALL
GRADE.
6.
EARTHWORK SHALL BE TO THE LINES AND GRADES SHOWN,
WETTING/DRYING OR SOILS NECESSARY TO ACHIEVE COMPACTION PER
N
6.
THE PROPOSED CONTOURS AND SPOT ELEVATIONS, SHOWN IN DRIVES, PARKING LOTS, AND
PROOF -ROLLING AND COMPACTION TEST SHALL BE ACCOMPLISHED IN THE
15.
ALL EXISTING SLOPES STEEPER THAN 4:1 THAT WILL RECEIVE FILL SHALL
BE PLOWED AND SCARIFIED SO NEW FILL WILL BOND WITH EXISTING
SPECIFICATIONS.
SIDEWALKS ARE FINISHED ELEVATIONS INCLUDING ASPHALT OR CONCRETE. REFER TO PAVEMENT
FIELD TO TEST ALL AREAS THE OWNER SHALL RETAIN THE SERVICES OF A
SURFACE.
25.
THE SEQUENCE OF WORK SHALL CONFORM TO THE EROSION CONTROL
CROSS SECTION DATA TO ESTABLISH CORRECT SUB -BASE OR AGGREGATE BASE COURSE
TESTING COMPANY TO TEST ALL AREAS.
NARRATIVE.
W E
ELEVATIONS TO BE COMPLETED UNDER THIS CONTRACT.
16.
CONTRACTOR SHALL SCARIFY ALL EXISTING ASPHALT PAVEMENT BEFORE
S
7.
CONTRACTOR SHALL PROTECT ALL TREES THAT ARE TO REMAIN AS
PLACING FILL.
26.
THE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE AND
7.
GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS SUBJECT
MARKED IN THE FIELD BY OWNERS REPRESENTATIVE.
COMPLY WITH ALL INSTRUCTIONS FROM REGULATORY AGENCIES.
TO A FINE.
17.
THE GRADING CONTRACTOR SHALL CONFORM TO ELEVATIONS AND
VicinityMap - Not to Scale
8.
THE GRADING CONTRACTOR SHALL PROOF ROLL THE CONSTRUCTION AREA
DIMENSIONS SHOWN WITHIN A TOLERANCE OF PLUS OR MINUS 0.10 FEET.
27.
ALL PROPOSED RAMPS TO BE ADA COMPLIANCE. REFER TO NCDOT
8.
STABILIZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY
WITH HEAVY PNEUMATIC EQUIPMENT. ALL SOFT SPOTS SHALL BE
(FINAL GRADED SURFACE UNDER BUILDING SLABS SHALL BE WITHIN A
STANDARD DETAIL 848.05.
TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN
UNDERCUT AND RE -COMPACTED WITH SUITABLE STRUCTURAL FILL
TOLERANCE OF 1/4" WHEN MEASURED WITH A 10' STRAIGHT EDGE).
SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE EROSION
MATERIAL.
CONTROL PLANS. SEE EROSION CONTROL PLANS AND DETAILS FOR ALL TEMPORARY AND
9.
ALL NEW ELEVATIONS SHOWN ARE FINISHED GRADE ELEVATION. THE
18.
ALL SANITARY WORK SHALL BE CONSTRUCTED TO LINES AND GRADES
PERMANENT SEEDING SCHEDULES.
GRADING CONTRACTOR SHALL DEDUCT THE FOLLOWING FOR SUB -GRADE
SHOWN AND AS DETAILED ON THE DRAWINGS. THE CONTRACTOR SHALL
9.
CROSS SLOPE OF SIDEWALKS SHALL BE 1 /4"/FT. (MAX).
ELEVATION: BUILDING - 8"; CONCRETE PAVEMENT - 6"; SIDEWALKS - 4";
PROVIDE STANDARD CLEAN -OUT OR MANHOLES AT ALL BENDS AND
TURF AREA 4".
CHANGES IN GRADE IN SEWER LINES AND CONNECTIONS TO EXISTING
SEWER LINES. PIPE BEDDING AND BACKFILL SHALL BE CAREFULLY
10.
PIPE LENGTHS SHOWN ON CULVERTS DO NOT INCLUDE FLARED END SECTIONS.
CONTROLLED. ALL SANITARY SEWER WORK SHALL COMPLY WITH LOCAL
10.
THE CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION THAT
CODES AND ORDINANCES.
11.
CALL STORMWATER PROGRAM MANAGER 72 HOURS BEFORE STORMWATER PIPE IS TO BE
INTERFERE WITH NEW CONSTRUCTION, REMOVE DEBRIS FROM SITE OR BURN
INSTALLED FOR SITE INSPECTION, 704-761-2376.
IN ACCORDANCE WITH LOCAL LAWS. THE CONTRACTOR SHALL BE
19.
ALL WATER LINES SHALL BE INSTALLED AS SHOWN ON THE DRAWINGS. ALL
RESPONSIBLE FOR OBTAINING NECESSARY BURNING PERMITS. PROTECT ALL
PIPES, VALVES AND FITTINGS SHALL COMPLY WITH AWWA STANDARDS, ALL
12.
ALL HDPE STORM SEWER PIPE SHALL MEET NCDOT SPECIFICATION AND STANDARD.
TREES THAT ARE TO REMAIN.
LOCAL CODES AND ORDINANCES, PIPE BEDDING AND BACKFILL SHALL BE
11.
TOPSOIL SHALL BE STRIPPED TO A DEPTH AS REQUIRED AND STOCKPILED
CAREFULLY CONTROLLED. WATER LINES SHALL BE PRESSURE TESTED, AND
AS DIRECTED BY THE OWNERS REPRESENTATIVE.
DISINFECTED AS REQUIRED.
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LEGEND
FY
FRONT YARD SETBACK
RY
REAR YARD SETBACK
SY
SIDE YARD SETBACK
RAN
RIGHT OF WAY
P. B.
PLAT BOOK
PG.
PAGE
EIP
EXISTING IRON PIPE
EIR
EXISTING IRON REBAR
IRS
IRON REBAR SET
CM
CONCRETE MONUMENT
CP
COMPUTED POINT
RCP
REINFORCED CONCRETE PIPE
COS
COMMON OPEN SPACE
FH
FIRE HYDRANT
CBU
CLUSTER MAILBOX UNIT
STE
SIGHT TRIANGLE EASEMENT
BFE
BASE FLOOD ELEVATION
BMP
BEST MANAGEMENT PRACTICES
O
I COMPUTED POINT
O
PROPOSED MANHOLE
PROPOSED FIRE HYDRANT
18" RCP
W W W
WATERLINE
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CET° ERLINE�OFiF- CREEK BRANC
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68S 100 YEAR FLOOD LINE CREEK BRAN \ 1
North Carolina One -Call Center
2300 W. Meadowview Road, Suite 227
Greensboro, North Carolina 27407
[phone]
2 DAYS BEFORE DIGGING IN
NORTH CAROLINA
CALL 1-800-632-4949
UNDERGROUND LOCATORS.
CONTRACTOR SHALL CONTACT
THE UNDERGROUND LOCATORS
EVERY 10 DAYS FOR AN UPDATE
TO UTILITY LOCATIONS.
Call BEFORE you DIG!
"It's The Law"
bo 69, OP
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22. 5' is 0.
TEMPORARY I
CONSTRUCTION I
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Sketch Map provided for illustrative purposes and
Photograph and Data Form Location Map preliminary planning only. Not intended to be
relied upon for exact location, dimension, or
orientation. All findings and assessments are
subject to verification from the Army Corps of
Engineers, NC Division of Water Resources,
and/or other appropriate local authorities. Do not
/ 1 reproduce map set except in its entirety.
1
Perennial DWQ Form
3
Upland Form
Legend
C Review Area
o Streets
O Davie Co. Parcels Ir
Contours: 2Ft
Delineationi Perennial
Intermittent
Wetland
Project Name: Farmington Road
Location: 405 Farmington Road Mocksville, NC 27028
Wetland Form
Intermittent DWQ Form �
For: C2C Land Development LLC Attn: Richard Denzler
0 100 200 300 400 Ft.
e 1 of 1 Figure: I
Coordinates: 35.962041 °,-80.5341860 Date: March 15, 2023