over all site planU IN LKHL_ INUI CJ
1. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS ALL PERMIT APPROVALS AND EASEMENTS
ON THE JOB SITE AT ALL TIMES.
2. CONSTRUCTION AND MATERIAL SPECIFICATIONS SHALL CONFORM TO THE STATE OF NORTH CAROLINA AND THE COUNTY OF HARNETT
DESIGN AND CONSTRUCTION STANDARDS.
3. ALL SHOP DRAWINGS MUST BE REVIEWED AND APPROVED BY THE ENGINEER BEFORE MATERIALS ARE ORDERED,
4, IT IS THE CONTRACTOR'S RESPONSIBILITY TO ACCURATELY LOCATE BOTH HORIZONTALLY AND VERTICALLY ALL EXISTING UTILITIES
PRIOR TO START OF CONSTRUCTION. ALL COSTS ASSOCIATED WITH ANY DAMAGE TO KNOWN OR UNKNOWN EXISTING UTILITIES
RESULTING FROM THE CONTRACTOR'S FAILURE TO ADEQUATELY PROTECT THE EXISTING UTILITIES DURING CONSTRUCTION SHALL BE
BORNE SOLELY BY THE CONTRACTOR.
P PINT AN IN F
5. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS, MONUMENTS. OTHER PERMANENT POINTS D LINES 0
REFERENCE AND CONSTRUCTION STAKES. A PROFESSIONAL LOUD SURVEYOR, AT THE CONTRACTOR'S EXPENSE, SHALL REPLACE
PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR,
T DIRECTED THE OWNER, TO INSTALL NEW INFRASTRUCTURE. ON
6. CONTRACTOR SHALL CLEAR AND GRUB ALL EASEMENTS. AS D ECTED BY E E .
ROADWAY RIGHT -OF -WAYS, THE CONTRACTOR SHALL ONLY REMOVE THE TREES WITHIN THE EASEMENTS AND RIGHT -OF -WAYS AND
SHALL MAKE EVERY EFFORT DURING CONSTRUCTION TO PROTECT THE TREES THAT WILL NOT BE REMOVED.
7. THE CONTRACTOR SHALL FURNISH, INSTALL. AND MAINTAIN ALL NECESSARY EROSION CONTROL MEASURES WHETHER OR NOT
SHOWN ON THE PLANS TO PROTECT ADJACENT CREEKS. RIVERS. ROADWAYS, ETC. FROM SILTATION AND EROSION.
S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RELOCATION OF EXISTING UTILITIES IF REQUIRED DURING INSTALLATION OF NEW
WORK. THERE WILL BE NO ADDITIONAL OR SEPARATE PAY ITEM FOR THIS WORK UNLESS SPECIFICALLY CALLED OUT IN THE BID
FORM. ANY RELOCATION OF EXISTING UTILITIES MUST BE COORDINATED WITH THE AFFECTED UTILITY COMPANY.
9. THE CONTRACTOR SHALL SUPPORT ALL UTILITY POLES AS NECESSARY. THE CONTRACTOR SHALL COORDINATE UTILITY POLE
ROAD CENTERLINE
LiNE TABLE
LINE
BEARING
DISTANCE
L1
S56'53'41 "E
3.51'
L2
S60'28'49 "E
579.16'
L3
S1641'40"W
391.43'
L4
S34'53'38 "W
552.04'
L5
S49'00'1 6"W
850.29'
L6
S40'59'44 "E
13.32'
L7
S5'35'05 "E
27.15'
L8
SO'07'02"W
46.23'
L9
Si 6'50'30 "E
9.72'
L10
S73'I8'20 "E
157.50'
1-11
S55' 6'22"E
110.47'
ROAD CENTERLINE
CURVE TABLE
CURVE
RADIUS
CHORD
BEARING
CHORD
DISTANCE
ARC
LENGTH
Cl
200.00'
S58'41'15 "E
12.51'
12.52'
C2
300.00'
S21'53'35 "E
374.23'
404.09'
C3
300.00'
S2547'39"W
94.89'
95.29'
C4
500.00'
S41'56'57"W
122.83'
123.14'
C6
500.00'
S23.17'24 "E
304.12'
309.02'
STONE CROSS, LLC
250 .00'
$2'44'07 "E
2487'
24.86'
EC7
300.00'
S8721'44 "E
66.47'
88.80'
TOTAL ±34.65
\• tJ1� rt 9,530 IF m I LOTS PER PHASE:
\ 74,703 5E ` ro „ PHASE 1 17
O 1 / Z I PHASE 2 22
\ 2 r PHASE 3 20
\ O ifW 11 I PHASE 4 17
SUPPORT WITH THE APPROPRIATE UTILITY COMPANIES. I TOTAL 76
14,678 IF 91352 IF
10. CONTRACTOR SHALL RESTORE /REFUGE ALL SIGNS, MAILBOXES, ETC. ENCOUNTERED DURING CONSTRUCTION TO ORIGINAL R/W. R/W LOT 113
CONDITION. • RI r aY / ` 'iP ✓ o o MIN. L07 SIZE REQUIRED: 9,000 $F (W/ 35% OPEN SPACE)
/ ® F '.I 7,500 IF (W/ 35E OPEN SPACE)
11. ALL PIPE /CULVERTS SHALL MEET THE REQUIREMENTS OF NCDOT. CONSiRULRON &,j T 10,890S _ 12 l 1 "OM�n MIN. LOT SIZE PROVIDED: 9,002 IF
12. ALL EXCAVATED MATERIAL SHALL BE PLACED WITHIN THE LIMBS OF DISTURBANCE DURING UTILITY INSTALLATION. THE CONTRACTOR 1 2.5' CURB •HY F N •- m
SHALL PROVIDE THE NECESSARY SEDIMENT AND EROSION CONTROL MEASURES TO CONTROL RUN -OFF. ALL EXCESS EXCAVATED J'+ 10.5' SH 2. CURB 24' PAVEMENT R Y' N. �.,� 9,774 _ ` - I AREA IN R /W: 4.50 AC
MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION SITE AND DISPOSED OF LEGALLY AT A PERMITTED SITE. 1 /FT 1' i \ • �S \� Q s. Z V M AREA IN LOTS: 20.70 AC
i 4' T yayFT _L ° a AREA IN WETLANDS: 8.28 AC
13. THE CONTRACTOR SHALL VERIFY THE LOCATION AND WIDTH OF ALL EXISTING EASEMENTS AND RIGHT OF WAYS WITH NCDOT AND 1 LOT 112 \ �fl } <"
a AREA IN OPEN SPACE: 9.45 AC 27.39
HARNETT COUNTY PRIOR TO THE START OF CONSTRUCTION. 1 `T'+ �, F 9,657 SF W ( )
14. CHECK DAMS SHALL BE USED AS NEEDED TO PREVENT DITCH EROSION. 6• AGGREGATE SURFACE COURSE \ i 9, 5 IF
6' BASE CDURSF SURFACE COURSE 1 \ I,1 LF OF STREETS:
15. WETLANDS DELINEATION PROVIDED BY WETLAND AND NATURAL RESOURCE CONSULTANTS AND SURVEYED BY WITHERS & RAVENEL. -Asa N" W1=�m ROOT 3,011 LF
INC, c1 ABC \.- 6 ad R002 228 LF
15. BOUNDARY SURVEY WAS PROVIDED BY WITHERS k RAVENEL INC. -FINK PAVACNI KgCN 9+KL O 14 R003 1 LF
g19.[Or ro xcDDr MWEW AND \ #
17. TOPOGRAPHIC INFORMATION BASED ON NC UDAR AND DIGITAL ELEVATION DATA. APPROVAL. - � 9,792 SF \ 9,331 SF 1'+ R004 519 LF
18. TEMPORARY TURNAROUNDS SHALL BE PROVIDED AT THE END OF PHASES 1 AND 3 PER HARNETT COUNTY UDO, ARTICLE 6. 1 mN
TYPICAL ROADWAY SECTION LF OF PUBLIC WATERLINE:
SECTION 2.10. LOT 38R � PHASE 1 710 LF
19. THIS PROJECT VALL MEET LOW DENSITY SrORMWATER REQUIREMENTS BY HAVING LESS THAN 249 IMPERVIOUS AND PROVIDING ^'rs gqj;, 15 14� PHASE 2 1,155 LF
CURB CUTS AND PERMANENT VEGETATIVE SWALES LOCATED WITHIN PERMANENT EASEMENTS. CURB CUTS AND SWALE DESIGN WITH STREET TREES L+,fy O# ,\ #' 1 PHASE 3 905 LF
LOCATIONS WILL BE PROVIDED WITH CONSTRUCTION PLANS 9,
° Tn 419 IF 9,236 --F °o PHASE 4 1 170 LF
1. ONE (1) DECIDUOUS TREE PER EVERY 50 LF OF STREET. y \ '+ ',•4. TOTAL 3,940 LF
20. WETLAND AREAS SHALL NOT BE CLEARED, DRAINED. FILLED, OR OTHERWISE IMPACTED EXCEPT AS PERMITTED BY NCOENR AND 2. MIN. 2" CALIPER AND 6' HEIGHT AT PLANTING. 1 L07 39 `'�
uSACOE. 3. TREES SHALL BE STAGGERED ON BOTH SIDES OF THE RIGHT -OF -WAY AND PLANTED 5' -10' 16 ` • °I�n LF OF PUBLIC SEWER:
21. OVERHILLS ROAD IS ON THE NCDOT THOROUGHFARE PLAN AND SUBJECT TO FUTURE NCOOT ROADWAY IMPROVEMENTS, OUTSIDE OF RIGHT OF WAY. 1 / \ ° «\!1 NI1� f # -- FZ PHASE 1 730 LF
AUTUMN F
OVERCUP OAK
SPECIES: SCARLET OAK, , FLAME MAPLE, CHINESE ELM OR APPROVED EQUAL. 1 i 919-SF PHASE 2 995 LF
22. THIS PROJECT LIES WITHIN THE MILITARY CORRIDOR OVERLAY PER HARNETT COUNTY U00 AND POTENTIALLY SUBJECT TO ADVERSE 4. PHASE 3 820 LF
IMPACTS OF THE OPERATIONS FORT BRACC, �' i - - -- - tt PHASE 4 925 LF
23. FOUNDATION SURVEYS SHALL BE REWIRED FOR LOTS LESS THAN 15,000 SF PER HARNETT COUNTY UDO. \ ` / \�" •� I ' # ss 17 _111 TOTAL 3,470 LF
24. STREET LIGHTING SHALL BE INSTALLED PER SHEET 1.1 AND IN ACCORDANCE TO HARNETT COUNTY U00. FINAL STREET LIGHTING \ / ' / ,'7 x _ 4 .
PLAN SHALL BE PREPARED BY ELECTRICAL SERVICE PROVIDER. 12,093 SF 11 AVERAGE SEWER FLOW (360 GPD /UNIT):
25. STREET NAMES *STONE CHASE WAY' AND STONE QUARRY DRIVE" WERE ABANDONED WITH PREVIOUS MAP AND RELOCATED TO j ` I\/E i ` a . �K&, 1 PHASE 1 6,120 GPD
_ DR O / a - _ PHASE 2 7,920 GPD
NIS 26. STONE ACROSS HOA SHALL BE THE PROPERTY OWNER FOR THE OPEN SPACE AREAS AND THUS RESPONSIBLE FOR ANY g8 E5TNE "�' F�'m / f, _ - ' 81'1 PHASE 3 7,200 GPD
i
t
t w
` �0 PUBLIC �c ( `` ` ,,; /" - - - 1 1 _ PHASE 4 6.120 GPD
MAINTENANCE, r i — \ 'd�cc_, \ \t t LOT 40R . ^ • �� 1 TOTAL 27,360 GPD
27. HARNETT COUNTY HAS THE RIGHT TO ACCESS AND MAINTAIN ALL PUBLIC UTILITY EASEMENTS WITHIN PRIVATE LOT AREA AND i ` I t+yUY \ \•/ �' — - 11
PRIVATE 32 ', }1111 IMPERVIOUS AREA
OPEN SPACE AREAS. / \ , {
\ `\ LOT 31 ` �� / ' ""�• i -- ��• t 11 AREA IN PAVEMENT:
\ \ ` \ L07 45 \ >�• • / _ ty1 29' BOC -BOG 2.79 AC
\ i •\ \ \�` '•. ;p4y`b AREA IN SIDEWALK:
LOT (4' WIDE) 0.32 AC
AREA IN FOOTPRINTS:
38 \10,935 5F \ (2 980 $F /LOT7 5 20 AC
11
\\ \ \ 65F 7, IMPERVIOUS AREA EA. 24.07
\ STONE CROSS SUBDIVISION \ / .` ,.
ra ddduuY � ' ^^ w� W TOTAL IMPERVi0U5 AREA: 831 AC
/ i LOT 43R \12,55 / 18 �> ,\
_......,. \
B. zoos, Pc. n 7 \! 37 \0 IF + '
° �� _ _ _ _ •S \ O '3 / THIS PROPERTY IS NOT LOCATED WITHIN A FLOOD HAZARD
L07 54 LOT 46 \ / / _ \13,273 IF
AREA. F.E. M. A. MAP ry37085C155 D ZONE X.
• '6' Q �1, O y III
194j11 �� \\ \ Loi 4H \� LOT 47 / \73,4265F �V`P / \ 19 \ *i
.2 is +
P)0 c`" J��r \ \ \ \ sa.,. 35 ` 19,819 IF + +/
O " g.. �.�JP
LOT 53 I Oi 57 \\ LOT 50 LOT 49 ..y \ .. \\ %/ / \12,699 SF \ /
y! I DT 52 \\ S� / 20
72 GD / - ° \11,424 IF \ \ 20,7085F
S`6$• 2 gym. �,._,.,._ r... r .. �- 40' rh
.n 17,037 IF v5 4 "W - I _ . <� ° . \ .. S— y 33 / \ 21 +
m `49.75 a " I �` 13,268 IF \14,693 IF
54634'09�W- 139.83' 22
10,892 IF #' ,' 74,343 IF
71 73
/ a
on - O \ 9,7555E
12, 10,8 5 IF \ 9,618 IF Vi 24 3,656SF
4 =0 IF m 15,955 IF
- ) 1 56 $ •'r 037 SF/
\ 55
72,4025E 1435, PG.
72,3095E i �
N J # \13,986 12,699SF --"ice ,cRO 25 �° • ry
STONE S , C 74 - B.'
52 5E 1.�
12,257SF D.B. 1 3 12,8795E - OS - ) O ipG P.LN.: 0515 -30 -_ 900y
P.LN.: 1 "'� 51 31
14,518IF d.rA'� ��- /
W 12,222 IF
- 9,097 IF ` ♦ - #' s' r - - T 2
69 # I d 75 18,064 IF /- - _� « 40 26 •O - - -
4 1
11,8525F Lu 11,7315E �77,0875F
ASE P v Y
9 457 5F
CIA O
41
___ -�Aa 9,4895E t �
15,322 IF O 28 12,19 19
—•� �STO{ EE CHASF�WAv \ 46 # # \ z9
I 48 1 47 12,584 IF O 42 13,056 SF 9,412 IF -
.0 � 61 I O 50 { 49 1113525F ` 72,6375E
t005F 9, 7005E 9,100SF 9,100IF 10,4325E 11,217IF 11,7145E 14,6185E 1/a •. - - - -
'9,1001 9,1005E 9,100SF 9, 1005E 9,1005E 9,700 SF 9, O4a
N 49'gp1G{ 2066.58 --- - - - - -- - -- - - - -- --- _ - - - -- -- � Pl
----------- --- - -ATES (- - - - - -- -r— 1 I I { I NOT R C SF UCTION
{ PINE RIDGE ESTATES I ( I I Loi 29 LOT 3a LOT 39 GRAPHIC SCALE
P.C.2 SL. 396 LOT 19 LOi Z8 I
WELL LOT I Loi 9 LOT IB I II { PINE RIDGE ESTATES r
as o ao ro ,w
Loi 5 l I i PINE RIDGE ESTATES I P.C.2 SL. 396 �'NM ;,„•
I I I I P.C.2 SL. 396 _. _.
No.
Revi ion
'•,
B
Q-v,
TLM
Daw "By
TLM GAB
kale -
t.
Dme
01/30/2013
JURISDICTION:
HARNETT COUNTY
RA
/^
WITHERS a `L
v
ENGINEERS 1 PLANNERS 1 SURVEYORS
111 MuKe Ia DOm Lary,NMh Caeolina 17511 10:91Y4693340 www. hnNaverrel.eom i2nx NO. C.0032
sheet vo.
01.0
`�.�
ZONING:
20R
\
V-at LOT 43 .,
LAND USE:
COMPACT MIXED USE
` ,
PROPERTY OWNER:
STONE CROSS, LLC
STONE CROSS UBDMSION
i PHASE 1
- ` 99, PG a4
\
\
�' •
3 B9
- •
.
ro i
TAX ID#.-
DEED BOOK:
0515 -30 -4536
DB 1435. PG 493
B.M.
LOr a \ \
36•yt-5
;
RIVER BASIN:
TOWNSHIP:
CAPE FEAR
ANDERSON CREEK
1
` 5325fi
I
PROPOSED USE:
RESIDENTIAL
45
I
LOT
t
FRONT SETBACK
20'
LOT 46
r
®
" i
SIDE YARD SET BACK =
5'
6 3
2A
11,310 IF
,`
I
OWNER-
REAR YARD SETBACK =
15'
'/�p-��{
CORNER SETBACK =
15'
53256
\ \J
`V
;r
'; I
STONE CROSS LLC
j
0
\
o
Y I
ATTN: BRET MANGUM
PHASE
E ACREAGE:
a O9m
125
WHISPERING PINES DRIVE
PHASE 1
6.33 ACRES
14,4315E
``�
`I'
I
SPRING LAKE, NC 28390
PHASE 2
13.67 ACRES
/
05
/
97085E
�}
,i
910- 814 -2633
PHASE 3
PHASE 4
7.17 ACRES
747 ACRES
TOTAL ±34.65
\• tJ1� rt 9,530 IF m I LOTS PER PHASE:
\ 74,703 5E ` ro „ PHASE 1 17
O 1 / Z I PHASE 2 22
\ 2 r PHASE 3 20
\ O ifW 11 I PHASE 4 17
SUPPORT WITH THE APPROPRIATE UTILITY COMPANIES. I TOTAL 76
14,678 IF 91352 IF
10. CONTRACTOR SHALL RESTORE /REFUGE ALL SIGNS, MAILBOXES, ETC. ENCOUNTERED DURING CONSTRUCTION TO ORIGINAL R/W. R/W LOT 113
CONDITION. • RI r aY / ` 'iP ✓ o o MIN. L07 SIZE REQUIRED: 9,000 $F (W/ 35% OPEN SPACE)
/ ® F '.I 7,500 IF (W/ 35E OPEN SPACE)
11. ALL PIPE /CULVERTS SHALL MEET THE REQUIREMENTS OF NCDOT. CONSiRULRON &,j T 10,890S _ 12 l 1 "OM�n MIN. LOT SIZE PROVIDED: 9,002 IF
12. ALL EXCAVATED MATERIAL SHALL BE PLACED WITHIN THE LIMBS OF DISTURBANCE DURING UTILITY INSTALLATION. THE CONTRACTOR 1 2.5' CURB •HY F N •- m
SHALL PROVIDE THE NECESSARY SEDIMENT AND EROSION CONTROL MEASURES TO CONTROL RUN -OFF. ALL EXCESS EXCAVATED J'+ 10.5' SH 2. CURB 24' PAVEMENT R Y' N. �.,� 9,774 _ ` - I AREA IN R /W: 4.50 AC
MATERIAL SHALL BE REMOVED FROM THE CONSTRUCTION SITE AND DISPOSED OF LEGALLY AT A PERMITTED SITE. 1 /FT 1' i \ • �S \� Q s. Z V M AREA IN LOTS: 20.70 AC
i 4' T yayFT _L ° a AREA IN WETLANDS: 8.28 AC
13. THE CONTRACTOR SHALL VERIFY THE LOCATION AND WIDTH OF ALL EXISTING EASEMENTS AND RIGHT OF WAYS WITH NCDOT AND 1 LOT 112 \ �fl } <"
a AREA IN OPEN SPACE: 9.45 AC 27.39
HARNETT COUNTY PRIOR TO THE START OF CONSTRUCTION. 1 `T'+ �, F 9,657 SF W ( )
14. CHECK DAMS SHALL BE USED AS NEEDED TO PREVENT DITCH EROSION. 6• AGGREGATE SURFACE COURSE \ i 9, 5 IF
6' BASE CDURSF SURFACE COURSE 1 \ I,1 LF OF STREETS:
15. WETLANDS DELINEATION PROVIDED BY WETLAND AND NATURAL RESOURCE CONSULTANTS AND SURVEYED BY WITHERS & RAVENEL. -Asa N" W1=�m ROOT 3,011 LF
INC, c1 ABC \.- 6 ad R002 228 LF
15. BOUNDARY SURVEY WAS PROVIDED BY WITHERS k RAVENEL INC. -FINK PAVACNI KgCN 9+KL O 14 R003 1 LF
g19.[Or ro xcDDr MWEW AND \ #
17. TOPOGRAPHIC INFORMATION BASED ON NC UDAR AND DIGITAL ELEVATION DATA. APPROVAL. - � 9,792 SF \ 9,331 SF 1'+ R004 519 LF
18. TEMPORARY TURNAROUNDS SHALL BE PROVIDED AT THE END OF PHASES 1 AND 3 PER HARNETT COUNTY UDO, ARTICLE 6. 1 mN
TYPICAL ROADWAY SECTION LF OF PUBLIC WATERLINE:
SECTION 2.10. LOT 38R � PHASE 1 710 LF
19. THIS PROJECT VALL MEET LOW DENSITY SrORMWATER REQUIREMENTS BY HAVING LESS THAN 249 IMPERVIOUS AND PROVIDING ^'rs gqj;, 15 14� PHASE 2 1,155 LF
CURB CUTS AND PERMANENT VEGETATIVE SWALES LOCATED WITHIN PERMANENT EASEMENTS. CURB CUTS AND SWALE DESIGN WITH STREET TREES L+,fy O# ,\ #' 1 PHASE 3 905 LF
LOCATIONS WILL BE PROVIDED WITH CONSTRUCTION PLANS 9,
° Tn 419 IF 9,236 --F °o PHASE 4 1 170 LF
1. ONE (1) DECIDUOUS TREE PER EVERY 50 LF OF STREET. y \ '+ ',•4. TOTAL 3,940 LF
20. WETLAND AREAS SHALL NOT BE CLEARED, DRAINED. FILLED, OR OTHERWISE IMPACTED EXCEPT AS PERMITTED BY NCOENR AND 2. MIN. 2" CALIPER AND 6' HEIGHT AT PLANTING. 1 L07 39 `'�
uSACOE. 3. TREES SHALL BE STAGGERED ON BOTH SIDES OF THE RIGHT -OF -WAY AND PLANTED 5' -10' 16 ` • °I�n LF OF PUBLIC SEWER:
21. OVERHILLS ROAD IS ON THE NCDOT THOROUGHFARE PLAN AND SUBJECT TO FUTURE NCOOT ROADWAY IMPROVEMENTS, OUTSIDE OF RIGHT OF WAY. 1 / \ ° «\!1 NI1� f # -- FZ PHASE 1 730 LF
AUTUMN F
OVERCUP OAK
SPECIES: SCARLET OAK, , FLAME MAPLE, CHINESE ELM OR APPROVED EQUAL. 1 i 919-SF PHASE 2 995 LF
22. THIS PROJECT LIES WITHIN THE MILITARY CORRIDOR OVERLAY PER HARNETT COUNTY U00 AND POTENTIALLY SUBJECT TO ADVERSE 4. PHASE 3 820 LF
IMPACTS OF THE OPERATIONS FORT BRACC, �' i - - -- - tt PHASE 4 925 LF
23. FOUNDATION SURVEYS SHALL BE REWIRED FOR LOTS LESS THAN 15,000 SF PER HARNETT COUNTY UDO. \ ` / \�" •� I ' # ss 17 _111 TOTAL 3,470 LF
24. STREET LIGHTING SHALL BE INSTALLED PER SHEET 1.1 AND IN ACCORDANCE TO HARNETT COUNTY U00. FINAL STREET LIGHTING \ / ' / ,'7 x _ 4 .
PLAN SHALL BE PREPARED BY ELECTRICAL SERVICE PROVIDER. 12,093 SF 11 AVERAGE SEWER FLOW (360 GPD /UNIT):
25. STREET NAMES *STONE CHASE WAY' AND STONE QUARRY DRIVE" WERE ABANDONED WITH PREVIOUS MAP AND RELOCATED TO j ` I\/E i ` a . �K&, 1 PHASE 1 6,120 GPD
_ DR O / a - _ PHASE 2 7,920 GPD
NIS 26. STONE ACROSS HOA SHALL BE THE PROPERTY OWNER FOR THE OPEN SPACE AREAS AND THUS RESPONSIBLE FOR ANY g8 E5TNE "�' F�'m / f, _ - ' 81'1 PHASE 3 7,200 GPD
i
t
t w
` �0 PUBLIC �c ( `` ` ,,; /" - - - 1 1 _ PHASE 4 6.120 GPD
MAINTENANCE, r i — \ 'd�cc_, \ \t t LOT 40R . ^ • �� 1 TOTAL 27,360 GPD
27. HARNETT COUNTY HAS THE RIGHT TO ACCESS AND MAINTAIN ALL PUBLIC UTILITY EASEMENTS WITHIN PRIVATE LOT AREA AND i ` I t+yUY \ \•/ �' — - 11
PRIVATE 32 ', }1111 IMPERVIOUS AREA
OPEN SPACE AREAS. / \ , {
\ `\ LOT 31 ` �� / ' ""�• i -- ��• t 11 AREA IN PAVEMENT:
\ \ ` \ L07 45 \ >�• • / _ ty1 29' BOC -BOG 2.79 AC
\ i •\ \ \�` '•. ;p4y`b AREA IN SIDEWALK:
LOT (4' WIDE) 0.32 AC
AREA IN FOOTPRINTS:
38 \10,935 5F \ (2 980 $F /LOT7 5 20 AC
11
\\ \ \ 65F 7, IMPERVIOUS AREA EA. 24.07
\ STONE CROSS SUBDIVISION \ / .` ,.
ra ddduuY � ' ^^ w� W TOTAL IMPERVi0U5 AREA: 831 AC
/ i LOT 43R \12,55 / 18 �> ,\
_......,. \
B. zoos, Pc. n 7 \! 37 \0 IF + '
° �� _ _ _ _ •S \ O '3 / THIS PROPERTY IS NOT LOCATED WITHIN A FLOOD HAZARD
L07 54 LOT 46 \ / / _ \13,273 IF
AREA. F.E. M. A. MAP ry37085C155 D ZONE X.
• '6' Q �1, O y III
194j11 �� \\ \ Loi 4H \� LOT 47 / \73,4265F �V`P / \ 19 \ *i
.2 is +
P)0 c`" J��r \ \ \ \ sa.,. 35 ` 19,819 IF + +/
O " g.. �.�JP
LOT 53 I Oi 57 \\ LOT 50 LOT 49 ..y \ .. \\ %/ / \12,699 SF \ /
y! I DT 52 \\ S� / 20
72 GD / - ° \11,424 IF \ \ 20,7085F
S`6$• 2 gym. �,._,.,._ r... r .. �- 40' rh
.n 17,037 IF v5 4 "W - I _ . <� ° . \ .. S— y 33 / \ 21 +
m `49.75 a " I �` 13,268 IF \14,693 IF
54634'09�W- 139.83' 22
10,892 IF #' ,' 74,343 IF
71 73
/ a
on - O \ 9,7555E
12, 10,8 5 IF \ 9,618 IF Vi 24 3,656SF
4 =0 IF m 15,955 IF
- ) 1 56 $ •'r 037 SF/
\ 55
72,4025E 1435, PG.
72,3095E i �
N J # \13,986 12,699SF --"ice ,cRO 25 �° • ry
STONE S , C 74 - B.'
52 5E 1.�
12,257SF D.B. 1 3 12,8795E - OS - ) O ipG P.LN.: 0515 -30 -_ 900y
P.LN.: 1 "'� 51 31
14,518IF d.rA'� ��- /
W 12,222 IF
- 9,097 IF ` ♦ - #' s' r - - T 2
69 # I d 75 18,064 IF /- - _� « 40 26 •O - - -
4 1
11,8525F Lu 11,7315E �77,0875F
ASE P v Y
9 457 5F
CIA O
41
___ -�Aa 9,4895E t �
15,322 IF O 28 12,19 19
—•� �STO{ EE CHASF�WAv \ 46 # # \ z9
I 48 1 47 12,584 IF O 42 13,056 SF 9,412 IF -
.0 � 61 I O 50 { 49 1113525F ` 72,6375E
t005F 9, 7005E 9,100SF 9,100IF 10,4325E 11,217IF 11,7145E 14,6185E 1/a •. - - - -
'9,1001 9,1005E 9,100SF 9, 1005E 9,1005E 9,700 SF 9, O4a
N 49'gp1G{ 2066.58 --- - - - - -- - -- - - - -- --- _ - - - -- -- � Pl
----------- --- - -ATES (- - - - - -- -r— 1 I I { I NOT R C SF UCTION
{ PINE RIDGE ESTATES I ( I I Loi 29 LOT 3a LOT 39 GRAPHIC SCALE
P.C.2 SL. 396 LOT 19 LOi Z8 I
WELL LOT I Loi 9 LOT IB I II { PINE RIDGE ESTATES r
as o ao ro ,w
Loi 5 l I i PINE RIDGE ESTATES I P.C.2 SL. 396 �'NM ;,„•
I I I I P.C.2 SL. 396 _. _.
No.
Revi ion
Date
B
Q-v,
TLM
Daw "By
TLM GAB
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01/30/2013
STONE CROSS
SECTION Ili: PHASE I
Harnett County North Carolina
OVERALL SITE PLAN
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ENGINEERS 1 PLANNERS 1 SURVEYORS
111 MuKe Ia DOm Lary,NMh Caeolina 17511 10:91Y4693340 www. hnNaverrel.eom i2nx NO. C.0032
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\ / \ 0 DRIVE \ � � � A u,\
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a 10,8555F R qG6 y,e� 3N01 A / 50 '
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� — _ NOTES: / /
O I 11,1145E $ 3 -a®../ '1n, I $B ry t R MP'�C i / \\ \ i. THIS FPROJECT WILL EET �OW/DENSITY '.STORMWATER REQUIREMEN BY HAVING LESS TH 247
y
1s, n, ` 7 c° \ •o 9,611 SF a t ` O IMPERIOUS AND PRO ING CURB CUTS A>D PERMANENT VEGET TIVE SWALES LOCATED--WITHIN
- , A PERMANENT EASEMEN S. CURB CUTS AND SWALE DESIGN NTH LOCATIONS WILL BE PROVIDq WITH
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INSTALL MH SF >
PART OF PHASE 2
,.I 14,618 SF MH6E,3- �''
I' O •m \ ,ai•.- i. a rrri \\ �''' r _ \ 0
9,896 SF 1' .o QFiP3E$ z \ \
47 INSTALL TEMPORARY''
ry0h O LDWDFF ASSEMBLY , 10OSF . r I \ \\ \ \\ \\ \ \
A EACH PHASE .LINE--
/ 15,3225E
z
E %. SANIfARY
SEWER'EASEMENT
I N 37 0;A 13,268 SF : ` e l / 0)
+ -+ FIRRt� HYDRANT \
22 _ ` `._, '„• 9,097 SF iJ1 = ' ASSEMBLY r
R5 m. MH -e ��� \ ,. ' Co
' >. . Jt \� 34 \ ,�•
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O I 13,056 SF r
a� G R 11,424SF
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12,699 5F Lp / 40' . O rTT
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26 MH 2 -a ry \'� * \ o. \s i\ \r -.._ % Y• - A O \
} 9,412 SF
13,4265f
45 +• \ ✓` ?N 12,037 SF ,. EX, SANITARY -/ \ m. / z
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Y BEWER EASEMENT
1 \ ,..
t INSTALL PERMANENT 5F
r r BLOWOFF ASSEMBLY = - r \ :� h _ 'N 14 S
aT g.E -Sac - \\ \ 9,002 SF ,. •ly 13,273 SF
/ t , ,703 F
14,431
TIE TO EX. EDP /
i YP. 12,1955E \ \\ r \\
T \\., ,� o.� a \69 \�. \.° / / ! , \.� 14,678 SF \ i
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b. o \`. \ a• 4' S1DEW (TYP.)
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A� WETIAN 26 23 12,556 SF r / / i t r WETAND 0 SF '
! i 17,0875E /
\\ ...e' i 15 M _
MH 213,656 SF•
R 25. 1089 OH Ex\
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1 9
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\ / 39 .m t t ' N ! t \•� 9,6575E 66' REMOVE E %. BLOWOFF ry$ M�y ll
10,935 SF 0` 7D /
'iP \ O a ' AND TIE TO EX. WATEWq I
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\i \ 14,3435E °m. \ \a± 1 e t . r Aa ..,'' 6 ° �• J•
32' .,,.., -`'.. � ~. 9,1925E �'. 60 7O PROPOSED STREET
„�.._- -�. -� -. ` ' ' ' i , \ \ 1�., + �• \ ' 1 I ' ' TEMPORARY TURN - AROUND. c / LIGHT (TYP) t-
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' ! i r , \t `�..•\ / 21 / \ I /,m 9,41VF... / 7D A q >. , \ % 11,310 SF 'W
......14,693 SF O
...,,\ \ 1 r STORM DRUNAGE ° s o
/: EASEMENT i �.J,.. 70 9,7085E
./ ' to \
� \ \t ,- ; 34 � � / /�7d 9530 SF
v1 '� . \ ASSE Hr T 9,352 SF 70 ff
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r- hl W I t ! . t ! ' \\ 20,708 SF 12m .
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W IT1 � , ! i 3 . i \' 0• � �. ,, � �- � 75 ,. ' % 9,174 SF
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n ! ! \ ♦ . 1 /: r" i T-t PROPOSED WETLVL
66' 1 I 4B .. ..i .� 14 'IMPACT �$
i h ♦ 19 INSTALL ,* \:% 9,3315E
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19,819 SF t L- -- t _- ATTACH P 5E BLNE 20' .N 1$ . .. •51 _
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- �' \ EANTARY SEWER per' / + n '-', L@+n \ + 9,236 SF 5
\EASEMENT __ __ ______ _____ _ _.- -- -_ _...- -__,-
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6
9,1195E s _,
\\ SS \ \ 18,350 SF �. 1' 1
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JAMES M. TYSON, lll, AND
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I 3� `\ ' .� , � -' I P• WIFE MARY S. TYSON
DOGHOUS' MH ' ,, Zi \Np• e — �
EX. SANITARY SEWER D.B. 1848, PG. 232
P.B. 2004, PG. 1 1 16 MH ,
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pp'."8°,H ,,,
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P.N.: 0515 -31 -9766
DOGHOUSE MH � PC ? MH 2-1 00 Y GRAPHIC SCALE NOT Rg11 C S UCTIO
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No.
R vision
Date
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STONE CROSS
SECTION III: PHASE I
1 Harnett County North Carolina
PRELIMINARY SITE PLAN (1 OF 2)
�`� VE 9heHNO.
ENGINEERS I PLANNERS i SURVEYORS 01.1
M cK n Dr e C ry, NOnhC ro,ina D311 111:91 -3340 www.withemave 1— L— N..0 -33
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02100107.10
� 1 LOT 107 // \
\ \ NOTES:
LOT 108 LOT 35 7, THIS P DECT WILL MEET LOW DENSITY STORMWATER REQUIREMENTS BY HAVING LESS THAN 24°%
, \
LOT 29 7PERVIOUS AND PROVIDING CURB CUTS AND PERMANENT VEGETATIVE SWALES LOCATED WITHIN
PERMANENT EASEMENTS. CURB CUTS AND SWALE DESIGN WITH LOCATIONS WILL BE PRONDED
WITH CONSTRUCTIGW PLANS.
LOT 27 LOT 34
\� \ LOT 33 , BOBBLE UE, CERIIN
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i LOT 28 - ` O 50 r C�
— — _ LOT 32
LOT 31 \ \ ' '� w�
LOT 45
LOT 55 '
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\ B. + 2006, PC. 1141 t 43R
REMOVE EX. BLOWOFF ASSEMBLY �/.� � _�— „� -�' � \ \ \ r
LOT 54 AND TIE TO EX. WATERLI \
�Q. .p. LOT 46 \ TIE TO EX. EDP
LOT 48 \ LOT 47
LOT 49
'I0• „ ��' / � 0��' ` \ \ /
N - WETLANDS O LOT 53 I \ LOT 50
} LOT 51
LOT 52
17,037 SF qJ... .., - [
24', a ' \• e WETLANDS 54
23
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• 48`
42 6'
- -.....
71 fA ?4' .bfi• .. . • '_� ' — — ._ _+� �•�' . 22` 9' 46' JJ, eT' 6 10,892 SF tt
19 •
12,43011 �fA 73 59
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T 15,9555E ",X . gg 55 SF
6s 57
9 .
A, u, Sq. RO ... S °. 56_. 70,855 SF 9,611 SF"�
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12,3095E 20
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r E9$ ^• WETLANDS ..W (2-6
�+ ... S� \ 12,699 SF '
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12:257 SF STONE S , L4� 74 ^.,: `� F,d ., r� '� 'i+ 13,986 SF ` "m...12,402 SF
12,879 SF
_ . D. B 1 5 93..... 32: n - O5• 52o 8.
PJ N.: 1 5' os �� 14,518 SF 70 P I. N:
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132•,. ,...�. _..rO r • a xr1g1'Q, 5t F 2� O H 3-2 6A:6'{Y'r
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2 222 S \ -
1 �
v . INS L TEMPORARY � n • Q t
69 m G. i-�, ' + 78,064 SF t . 7D, • 9 4
� „ SL F ASSEMBLY AT � W x++ 0 3•
- 11,852 Sr I rA� EACH PHASE LINE ✓� 70' ,�
Z t1,7315f y 4 896 SF
'� e..... r... 6 'B[ �•--� \
_ ._ H ASl i9• ... _53' ''' 0 P`(ASSERANF` \ +7 g
f04' c�' 66'- - ; 18]' PART OF PHASE�3 �
_.. '728
W fi'TEE
F M 4Y W
1— — SS 45
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4-3 MN e're E -MH t ,4895.. �\ MH 3-4T�+ 41
1' 70' r 70 . r 70' • • 70' 70' ]D' 69 - f 70' " 2 - \
POSED STREET .
.PRO a, .� la.
ASSEM� >+ $� NE CHASE AY / . /{/ .. �' ^ GcHr (TYP.) �.
,�Y / TE PORARY TURN -, ROU w w ''._ ` INSTALL PERMANENT TL't46 > 15,322 SF �" l
- III ABC STON ), _ _ 46 l SL ASSEMBLY AT 60•
• �." a a �\ 45F O
t CUL -DE -SAC
- •,� 13,
12,58
.. 66 °� .. - -65 O 63 S', 62 R 61 M 4✓ M
- I o _ I I' 11,352 SF
„pP 9,7005E 9,1005E 9,7005E 9,7005E 9,100 SF 9,1005F 9,1005F 9,1005F 3,100 SF 9,1005E 70,4325E 11,217 SF ;\ t 12,6375E /�, 43 \!o• 42 ^,..may
' $t L < 14,618 SF
yggy,� " t • 11,1145F <
51 70 70' 70' 70• % 70' 70' 70' 70• 7 ' 70' 68' 88'- 72' 72' S6' 163' 1 '- 12 -
r-- — — — — — — — — — — — '"-- — — — — — — — — -
PINE RIDGE ESTATES 1
' P.C.2 SL. 398
LOT 5
WELL LOT LOT 9 I LOT 18 LOT 19 LOT 28
PINE RIDGE ESTATES
P.C.2 SL. 396. <S�'
----- - - - - -- ---- - - - - -- ----- - - - - -J
---- - - - - --
— — — — — — — — — —
W. GOVERNOR BRANDON � PIKE Y
_ STREET GRAPHIC SCALE NOT R9 C �S�2UCTION
— —`�
'— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —
- -- - - --
No.
Revision
Date
B V
rDT..
Dmwo 6Y �'
TLM GAS
kale
D "e-01/30/2013
STONE CROSS
SECTION III: PHASE I
Harnett County North Carolina
PRELIMINARY SITE PLAN (2 OF 2)
'TAE v� Sher.
ENGINEERS 1 PLANNERS t SURVEYORS 01.2
2
IIImae ..D,IveCzry,NwlhGrullna17511 td 91 9-06 33 34o www.whhasmmeLcom U—S. C-32
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