SW6220604_Plansheet 03 - Proposed Conditions_Site Plan_20220926

_ l- +F eUO2-751
NOTES ET
�tio /_PnIN 9681-61-1975,000
1. REVIEW AND APPROVAL OF THE PLANS DOES NOT RELIEVE 11. VEGETATED BUFFERS SHOWN ARE REQUIRED BY THE STABLE PRIOR TO NCDOT ACCEPTANCE INTO THE STATE - -
THE OWNER, CONTRACTOR, OR DEVELOPER FROM MEETING NCDEQ AS PART OF PHASE II STORMWATER RULES. SYSTEM.
ALL THE REQUIREMENTS OF THE HARNETT COUNTY ZONING
/ DEVELOPMENT ORDINANCE, AND ANY OTHER STATE, AND 12. SEE PLAN / PROFILE SHEETS (SHEETS 3 - 6) FOR 22. ALL PERMANENT DRAINAGE EASEMENTS (P.D.E.) SHALL
FEDERAL REGULATIONS AND APPROVALS. ADDITIONAL DESIGN AND LAYOUT INFORMATION. NOT BE MAINTAINED BY THE NCDOT. P.D.E.'S SHALL BE \ /
MAINTAINED BY THE HOMEOWNER'S ASSOCIATION SET UP / I /
STREAM IMPACT
2. IMPROVEMENTS TO THE HARNETT REGIONAL WATER (HRW) 13. CONTRACTOR TO VERIFY QUANTITIES SHOWN ON PLANS FOR THIS SUBDIVISION. IF NO HOMEOWNER'S GRADE / \
WATER SUPPLY SYSTEM AS SHOWN ON THESE PLANS BASED ON ACTUAL FIELD CONDITIONS. ASSOCIATION IS FORMED, THE INDIVIDUAL PROPERTY \ \ _ AREA of / \I I BLADE
SHALL BE IN STRICT CONFORMANCE WITH CURRENT HRW OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE. - Y I q1
STANDARDS SPECIFICATIONS AND POLICIES. SEE 14. CENTERLINE OF WATER MAIN TO BE INSTALLED 4' FROM --� \ \
SHEETS 15-16 FOR ADDITIONAL INFORMATION. EDGE OF PAVEMENT (TYP), UNLESS SHOWN OTHERWISE. 23. DRIVEWAYS FOR ALL LOTS CREATED WITH THIS I O� ��SIN ' / I I 2U \ \\ \ 96
SUBDIVISION SHALL ACCESS THE INTERNAL SUBDIVISION _���' qC
3. PLANS BASED ON APPROVED PRELIMINARY SUBDIVISION 15. SEE PLAN FOR APPROXIMATE LOCATION OF STREET LIGHTS. ROADS AND NOT HAVE ACCESS TO KNIGHT ROAD (S.R. ���c �� �i- i \. \ \ \ 3Q l�C
PLAT PREPARED BY J THOMAS ENGINEERING, WITH OWNER TO COORDINATE WITH DUKE POWER FOR EXACT 1279) NOR ROSSER PITTMAN ROAD (S.R. 1215). \ �i r♦; 21 I / 19 __1\ 9�j
CONDITIONAL APPROVAL BY COUNTY DEVELOPMENT LOCATION. PER COUNTY ORDINANCE STREET LIGHTS \ �i� OPEN SPACE AMENITY
REVIEW BOARD (DRB) ON FEBRUARY 9, 2022. MINOR SHALL HAVE MAX. SPACING OF 300 FT. 24. THE MAIL (CBU) KIOSK TURN -OUT SHALL BE ADA �tiG , � WALKING TRAIL I \ \ ❑ V E PL AP \ \ \ \
CHANGES MAY HAVE TO BE MADE TO THE ROAD COMPLIANT. SEE DETAIL C-13 ON SHEET 13 FOR MORE G / (SEE DETAIL D-13, SHEET 13) ' o
CENTERLINE AND LOT LINES BASED ON ACTUAL FIELD 16. ELECTRICAL POWER AND COMMUNICATION FACILITIES DESIGN INFORMATION. THE MAIL KIOSK AREA IS LOCATED
CONDITIONS. THOSE CHANGES WILL BE REFLECTED ON SHOULD CONFORM TO THE CURRENTLY APPLICABLE IN THE R/W BUT SHALL BE MAINTAINED BY THE H.O.A. > ��E �/ VEGETATED BUFFER
THE FINAL PLAT. NATIONAL ELECTRIC SAFETY CODE EXCEPT VERTICAL (WILL NOT BE MAINTAINED BY NCDOT). �� \ (TYP)
CLEARANCES SHALL BE NO LESS THAN 18" IN ANY CASE. i I - (SEE NOTE 11) ' 22
4. TOPOGRAPHIC FEATURES SHOWN ON THESE PLANS ARE 25. STOP SIGNS SHALL BE INSTALLED AT THE FOLLOWING \ I \ -9IS
�§<
FROM THE STATE'S LIDAR DATA. THE OWNER'S SURVEYOR 17. ALL UTILITY STRUCTURES SHALL BE LOAD RATED FOR THE INTERSECTIONS: 1 I �� y y \ \ \ C9
SUPPLIED FIELD LOCATIONS AND ELEVATIONS IN CERTAIN APPROPRIATE DEAD LOAD PLUS HL-93 LIVE LOAD. SUCH - LIAM DRIVE / KNIGHT ROAD
AREAS WHERE MORE DETAIL WAS NEEDED FOR DESIGN. STRUCTURES SHALL BE DESIGNATED AND CERTIFIED BY A - VILI DRIVE /KNIGHT ROAD S
18 \ \ 9 c�
THIS PLAN MAKES NO ASSURANCES FOR A BALANCED LICENSED P.E. OR DESIGNATED AS MEETING NCDOT - MILDRED PLACE / VILI DRIVE \ - ��I I y t \ \ \ 1 69 \ \ / 4
(EARTHWORK) PROJECT. STANDARD DRAWINGS AND SPECIFICATIONS. - SAGE DRIVE / VILI DRIVE --- - - - - - - 000
------ y I /
- BANEBERRY PLACE / KNIGHT ROAD - - - -
5. THE PROPERTY BOUNDARY SHOWN ON THESE PLANS WAS 18. ALL ASPHALT WORK TO BE ACCEPTED BY THE NCDOT MUST PLACE SIGN IN THE LOCATION SHOWN ON THE PLANS. QS
PROVIDED BY THE OWNER'S SURVEYOR. BE IN ACCORDANCE WITH NCDOT STANDARD STOP SIGNS SHALL BE NCDOT APPROVED TYPE AND
SPECIFICATION FOR ROADS AND STRUCTURES (JANUARY INSTALLED PER NCDOT POLICY. GRAVEL DkIVE TO • • • • • 0S • • •
6. OWNER TO OBTAIN CONSTRUCTION 2018), DIVISION 6-ASPHALT PAVEMENTS. IN PARTICULAR WALKING TRAIL WETLANDS
EASEMENTS/AGREEMENTS PRIOR TO ANY OFF -SITE WORK SECTION 609-QUALITY MANAGEMENT SYSTEM FOR 26. DRIVEWAYS FOR LOTS 1, 36, 37, AND 53 SHALL BE
(IF NECESSARY). ASPHALT PAVEMENTS AND SECTION 610-ASPHALT LOCATED TO MAXIMIZE THE DISTANCE FROM KNIGHT ROAD GRAVEL PARKING FOR WETLAND FIRE HYD
(SR 1279). THIS RESTRICTION SHALL BE NOTED ON THE _ WALKING TRAIL IMPACT AREA 01
CONCRETE PLANT MIX PAVEMENT. �_ i o y y
i 2,680 SF 17
7. NO CHANGES TO THE PROPOSED WATER SYSTEM, FINAL PLAT. � \ . � -.�
INCLUDING LOCATION OF LINES, HYDRANTS, VALVES, ETC. 19. NCDOT MUST REVIEW AND APPROVE ANY SUBDIVISION \ . . . . . . \ 23
UNLESS WRITTEN APPROVAL FROM HRW IS FIRST NAME SIGNS OR MARKERS. IF A SUBDIVISION MARKER IS 27. CERTIFICATION REQUIRED ON THE FINAL PLAT:
OBTAINED. APPROPRIATE BACKFLOW PREVENTION IS USED FOR ENTRANCE AT KNIGHT ROAD (S.R. 1279) IT . . . . . . . . . . . . . . .
REQUIRED FOR ANY IRRIGATION METERS INSTALLED.
MUST BE LOCATED OUTSIDE THE R/W. (SEE PRELIMINARY
PLAT FOR SIGN EASEMENT LOCATION)
8. OWNER IS RESPONSIBLE FOR THE DESIGN AND OBTAINING
PERMITS FOR THE INDIVIDUAL SEWER SEPTIC SYSTEMS
20. THE OWNER WILL PROPOSE TO ADD THE ROADWAYS INTO
REQUIRED FOR EACH LOT. THE LOCATION OF THE SEPTIC
THE NCDOT SYSTEM. THE CONTRACTOR SHALL FOLLOW
SYSTEM DRAIN FIELD AND REPAIR AREA SHOULD BE
THE NCDOT STANDARDS AND TESTING REQUIREMENTS FOR
STAKED IN THE FIELD SO THESE AREAS ARE NOT
THE ROADWAY CONSTRUCTION. APPROPRIATE
DISTURBED DURING CONSTRUCTION.
DOCUMENTATION MUST BE SUBMITTED TO THE NCDOT,
INCLUDING ASPHALT QUALITY MANAGEMENT REPORTS AND
9. THIS PROPERTY IS LOCATED IN ZONE 'X' ON THE FEMA
SUBGRADE, BASE, AND ASPHALT COMPACTION TEST
FIRM MAP 37109680001 DATED 10/3/2006.
RESULTS, UTILITY ENCROACHMENT AGREEMENTS (FOR ALL
UTILITIES ENCROACHING ON THE PUBLIC R/W) PRIOR TO
10. JURISDICTIONAL WETLANDS AND STREAMS HAVE BEEN
NCDOT TAKING OVER THE ROAD SYSTEM.
LOCATED BY THE OWNER'S CONSULTANT, SWCA
ENVIRONMENTAL CONSULTANTS AND PROPOSED IMPACTS
21 DRAINAGE STRUCTURES INSTALLED WITHIN THE EXISTING
' y /
\ LOT NO. •(TYP) / I /
y y.
-- - - - - -- -- - - -- S
. P4 am NE (TYP)
I WETLANDS . . . . . .
\ . . . . �. 24
\' \ /
. . . . . . . J. . . . . . . . ..... •-•-•-•-.-.-. �_.•.•.•. 1 Q.y y 15
. . . / . . . . . . . . . . . . . . . . . / ti
/. . . . . . . . . . . . . J . . . . . . . . .
• /
WILL BE PERMITTED BY OWNER PRIOR TO ANY IMPACTS. AND/OR PROPOSED R/W MUST BE PER NCDOT STANDARD I .
/
IMPACT AREAS ARE SHOWN ON THESE CONSTRUCTION DRAWINGS. THE NCDOT (STATE) WILL NOT BE If I / /
DRAWINGS. CONTRACTOR WILL BE RESPONSIBLE FOR RESPONSIBLE FOR MAINTENANCE / INSPECTION OF ANY y 50 14 EIP /
FOLLOWING THE 401/404 PERMIT STIPULATIONS DURING STORMWATER APPURTENANCES OUTSIDE THE R/W. THIS SPECIAL DITCH 03 r49 48 25
CONSTRUCTION. INCLUDES OUTFALL DITCHES. ALL DITCHES MUST BE / (SEE NOTE 21) y
y /
/ � / ���_F•�� � � � � -0 17W
694.91
BANEBERR o
I / PLACE y y 13 \
1 51 F PUBLIC R
• M /W (60)I
P.D.E. F 506+ I M F w JAb y FIRE HYD \ /� Q- Cj) G /
/ (20' WIDE, SEE NOTE 22) { o I I I M F Mf F F f �J - � ,p
I
o i - -- AA
F
STOP' SIGN f f o l \ N v �%
(SEE NOTE 25) f £ N /
I / 1 2 HYD 'STOP' SIGN �T 12 \ r) O
I/ EIP NAIL \ (SEE NOTE 25) I M �
\ AT BASE \ 26
DITCH FLOW DIRECTION
TYP) . T /
5,000 \ / \
46
. . . . . . . . . \ . . . IMPACT AREA 02 27 T T
\ \ \ \ OS . .•. . . �. . . . 2145E
WETLANDS
X \ I I \ . . . . . .
�/
\ . . _ 346 . . . . . . . . . . . . . . . ,y 1
\ \ \ I PC STA: 405+28.92 . . . . . . . . . . . . .
' I \ PT STA: 407+43.51 . . . . . . . . . . . / Q • i / 28
L4.60' I SPECIAL DITCH 04 v T I'i 11
= 2 / N04° 39' 43"E M
\ \ \ \ I \ \ -342 T = 108.98' Mh h� 65 T - / 1916.07 I • /
\ \ \ pS - WETS D I T I 9
\ DS -338- IMPACT ARE _ T /44
S70° 04' 15"W % ' 2,29
S
VEGETATED BUFFER _ l 29 /
\ \ \ 105.83' M_ AIL (CBU) KIOSK TURNOUT _ .
4j I \ /
L ❑ T \ \ I (TYP) �3.34- EE NOTE 23
R❑Y WILL & 1 W (SEE NOTE 11) �.
\ N 64 - f FIRE H�D
\ \
YCE W. PHIL L P\S • . � 3.�0 SAGE DR FIRE H • /
3, 1403, PG. 183 I E , PUBLI R/dV(60 N85° 20' 17"W T T - 3 1 8 /
M 528.92' T
_J
9681-40-3548AO ® 4 43
_ F
c30
FIRE HYD ----i /
F F F I )J I �- oO T /
��$_T
+ N STREET LIGHT (TYP) /
M I - DITCH FLOW DIRECTION T LOT NO. (TYP) - l
(TYP)
\ / I I I 1 / \ 'STOP' SIGN T ( 42
_ I 1 /
(SEE NOTE 25) T 31
rv) 69 CENTER CUL-DE-SAC 7 \ �T k \ EIP I M M M I. \ 1 I STA: 4 7+89.3 l � \ 66 63 ` T l
HILL BPS I t� I LANDS\ \ l V S�� LOT LINE (TYP)
�TT
SL. 213 / M I A V �� V A a y 6
-2375,000 . . . \ \ a T Tl 41 y I/----�� ----� ---
�. . . . . . . . . . . :� _ �T l 32
/ I I . . . . �WETL•ANE)s . . / . 0s, I N04° 39' 43"E
L �L _ lV 1227.61'
05 / i . . . . . . . I 62 ti T ti 3 MATTIE LEE ❑C TREE
' I I / -,- . . y \ \ fly y 5 rE TIM❑THY ❑CLT EE
/ - WILL 99E :27 /
P.D E. �. \ \ 4 T 40 y /1 LOT # 1-A / 8 A� P� 297
/ D B 35
(20' WIDE, SEE NOTE 22) i y L ❑ T 3
/ / 1 SPECIAL DITCH 02 �T / 1 / 1 P C # C , P G /71 #
Q / MAP# 2018"66
59 / (SEE NOTE 21) WET D \ , > DITCH FLOW DIRECTION 33 `� PIN 9681 /80-6286.000
/ / / I I 60 . . . . . IMPACT AREA I• (TYP) J y / / PIN 9 � 1- 6 0 - 8 2 q 2. 0 0 0
/ / 1 /• 815•SF• / i l l FIRE HYD -
/ WETLANDS �y 4
M iC FIRE HYD
-L___ / I I I I I •� I t ��R l 39
f-M l 3E UIC308+ p FIRE HYD 4
3- M
I I \ 58-
I
I y
F i AA 3 II
- TLANDS\- P.D. \ �• F �C h, o� I -----' I ----- {------- -
\ / I (20' WIDE, SEE NOTE 2� F ` i-----------+
STREET LIGHT TYP l /
( ) N85° 20' 17"W .- + _ E _�INlf�
- 38 I 35
I 812.91' I / 'STOP' I J y y /
�- 57 (SEE NOTE 25) I i ` _
/ SPECIAL DITCH 01 l 2 / 1
CP / / (SEE NOTE 21) \ \ 55
53
/
CHU (SEE NOTE 25 � _ FIRE HYD 36 �y� _- �1� 1 E A S E M� N T 3 0' X 3�0'
o SK EE M y STOP' SIGN y WIND REAM�
D. B, 4 P � E❑D / / / ' I \ \ RBS 10 X 70 SIGHT TRIANGLE 10 X 70 SIGHT TRIANGLE I a 1 A L L T�L L L I / O
77 (SEE NOTE 25) FIRE HYD 0PT1C
EX IBIT "A" 1
• \ 10 X 70 SIGHT TRIANGLE y 10 X 70 SIGHT TRIANGLE
PIN�680-499�78�g000 / T�RGE W❑MOCK // \ I / �� v /
/ 3 �A W❑MAC/K / TDMAS R -
� '� � W IN V.
z / PI PE, 4 / / RUBI❑ L��ARTINE & / �� -_ " , 1\
C�365.3
o�� N 9�80-9-9 52 00 / CY NAL ELY
9 D.B. 37Z63, PG, 91�5 I � _
o
ZS� 2� Igo I I o m PAP 96 001-783 / I R7 / _ CT NEW WATER SYSTEM To-� - - -b RiW SO E %IN . / / 100 0 50 100 200
80-59-3wQ6 U PROPOSED ROADWAY EXISTING HRW SYSTEM PROPOSED RO/ / I
- KNIGHT ROAD (SR 1279) KNIGHT ROAD (SR 1279) EO ST NG HRW SYSTENNECT NEW M
TO " -
INTERSECTION WITH \ (CONNECTION POINT 2) INTERSECTION WITH
_/ / (CONNECTION POINT 1) 1 0 SCALE: 1 - 100
J THOMAS ENGINEERING, INC.
CIVIL
ENGINEERING
&
PLANNING
143
Charlotte
Avenue,
Suite
104
Sanford,
North
Carolina
27330
[phone] phone
www.jthomasengineering.com
license
no.
C-3389
PROFESSIONAL ENGINEER'S SEAL
a
QZ
W
Z
O
WJ
VW
z
Z
0
z Q
Q
as
J
am
E
V
J
O
�=
z
a
J
t
O
I__4
z
W
a
W
U
O
Z)
0WNz
z
(�
J
O
�
~
V
a
Z
Q
�
U
J
J
�
Z
QO
OV
Q
W
CC
H
w
V�
=
Z
O
W
W
Z
REVISIONS
13 JUN 2022: PER COMMENTS RECEIVED IN 1ST
SUBMITTAL TO REGULATORY AGENCIES.
26 SEP 2022: PER COMMENTS RECEIVED FROM NCDEQ
STORMWATER.
AGENCY REVIEW
ONLY
Scale:
Drawn by:
SEE SCALE BAR
JRT
Sheet:
Designed
by:
JRT
3
18
Reviewed by:
JRT
of
Project Number:
Date:
21-002
30 MAR 2022