NCC223018_Site Plan or Location Map_20220824

30C W. Pennsylvania Ave.
wthern Pines, NC 28387
Voice 910-725-1107
www.crawforddsn.com
Landscape Architecture ♦ Fayetteville Civil Engineering ♦ Southern Pines
Crawford Design Company © Copyright 2022
All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the
property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a
proper agreement and appropriate compensation.
IDES
EC0�A
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CERT. No. 5
C-136
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TOWN OF SOUTHERN PINES GENERAL NOTES
FOR CONSTRUCTION
t����ttit!lrtrt.r,,
SEAL
027502
t+IEF4'�Q�=,`��
ALL WATER AND SEWER CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH THE TOWN OF SOUTHERN PINES
STANDARDS AND SPECIFICATIONS FOR WATER AND SEWER CONSTRUCTION, CONTRACTOR SHALL CONTACT THE
CONSTRUCTION INSPECTOR AT LEAST FORTY—EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION, PHONE
NUMBER 910-692-1983, CONTRACTOR SHALL ALSO CONTACT THE CONSTRUCTION INSPECTOR BEFORE
RESTARTING WORK AFTER WORK HAS STOPPED,
2, CONTRACTOR SHALL IMMEDIATELY CONTACT THE TOWN IF THERE IS A CONFLICT BETWEEN THESE PLANS AND
THE PUBLISHED STANDARDS OF THE TOWN, APPROVAL OF THESE PLANS DOES NOT CONSTITUTE ANY WAIVER
FROM THE TOWN STANDARDS,
3, ALL FIRE HYDRANTS THAT ARE INSTALLED, THAT ARE NOT YET OPERATIONAL, SHALL BE BAGGED, IT SHALL BE
THE RESPONSIBILITY OF THE CONTRACTOR TO FURNISH AND INSTALL THE REQUIRED MATERIALS AT THEIR
COST,
4, CONTRACTOR SHALL NOT TAP OR OTHERWISE PENETRATE EXISTING WATER OR SEWER MAIN LINES WITHOUT
PRIOR APPROVAL FROM NCDENR PUBLIC WATER SUPPLY SECTION AND THE TOWN, CONTRACTOR IS
RESPONSIBLE TO AVOID SPILLAGE OF RAW SEWAGE, CONTRACTOR SHALL PROVIDE ALL SEWER PLUGGING AND
PUMPING EQUIPMENT NECESSARY TO AVOID SPILLAGE, VIOLATIONS ARE SUBJECT TO FINES AND PENALTIES
AND WILL BE ENFORCED TO THE FULL EXTENT OF THE LAW,
5, CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF TRAFFIC ON EXISTING ROADWAYS IN ACCORDANCE WITH
NCDOT STANDARD SPECIFICATIONS LATEST EDITION AND TOWN REQUIREMENTS.
6, WATER AND SEWER MAIN CONSTRUCTION SHALL NOT COMMENCE UNTIL INVOLVED ROADWAYS, STORM DRAINS,
AND UTILITY EASEMENTS HAVE BEEN GRADED AND CONTOURED TO APPROXIMATELY FINAL GRADE. PROPERTY
CORNERS OF ALL LOTS ARE REQUIRED TO BE STAKED BY A LICENSED SURVEYOR PRIOR TO INSTALLING WATER
AND SEWER SERVICE CONNECTIONS,
7, ONLY THE AMOUNT OF TRENCH THAT CAN BE OPENED, WORKED IN AND THEN STABILIZED IN A WORK DAY
SHALL BE DONE SO, IF STABILIZATION DOES NOT OCCUR AT THE END OF THE WORK DAY, THEN APPROPRIATE
EROSION, SEDIMENT, AND SAFETY CONTROLS SHALL BE INSTALLED,
8, A PRE —CONSTRUCTION MEETING IS REQUIRED PRIOR TO START OF CONSTRUCTION, MATERIALS SUBMITTAL
SHALL BE DELIVERED AND APPROVED BY THE TOWN OF SOUTHERN PINES FOR WATER AND SEWER
CONSTRUCTION PRIOR TO START OF WORK.
9, ALL PIPES SHALL BE CLEANED BEFORE THEY ARE LAID AND SHALL BE KEPT CLEAN UNTIL ACCEPTANCE OF
THE COMPLETED WORK BY THE TOWN, OPEN ENDS OF PIPES SHALL BE FITTED WITH WATER TIGHT DEVICES TO
PREVENT ENTRANCE OF FOREIGN MATTER WHEN PIPE —LAYING OPERATIONS ARE INTERRUPTED,
10. ALL PUBLIC SANITARY SEWER MAINS SHALL BE INSTALLED IN DEDICATED STREET RIGHT OF WAY OR IN
DEDICATED UTILITY EASEMENTS, MAINS INSTALLED IN TOWN RIGHT OF WAY SHALL BE LOCATED IN THE
CENTER OF PAVEMENT,
11, BEFORE THE SYSTEM MAY BE PUT INTO SERVICE THE TOWN WILL REQUIRE THE AS —BUILT INFORMATION FOR
WATER, SEWER AND STORM DRAINAGE: CONTACT TOSP CIS DEPARTMENT FOR REQUIREMENTS,
12, ALL TRANSITIONS IN PIPE MATERIAL SHALL HAVE RESTRAINED JOINTS, ALL RESTRAINED JOINTS SHALL BE
INSPECTED BY THE TOWN'S CONSTRUCTION INSPECTORS PRIOR TO BEING COVERED,
13, ALL FIRE HYDRANT LEGS SHALL BE DIP, BE RESTRAINED WITH THREADED RODS AND HAVE THRUST BLOCKING,
ALL FIT LEGS SHALL BE INSPECTED BY THE TOWN'S CONSTRUCTION INSPECTORS PRIOR TO BEING COVERED,
14, ALL GRADES FOR ENTRANCES AND FIRE LANES SHALL BE FIELD VERIFIED BY THE FIRE DEPT, PRIOR TO
ACCEPTANCE, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION WITH TESTING BY THE FIRE
DEPARTMENT,
15, ALL UTILITIES SHALL BE ELECTRONICALLY LOCATABLE USING A LOCATING METHOD THAT IS GENERALLY
ACCEPTED BY OPERATORS IN THE PARTICULAR INDUSTRY OR TRADE IN WHICH THE OPERATOR IS ENGAGED,
ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER INFORMATION INDICATED ON THIS
SHEET SHALL BE APPLIED TO ALL CONTRACT DOCUMENTS AND SHEETS IN THIS SET.
GENERAL NOTES CAN BE FOUND ON DETAIL SHEET C6.0 THRU C6.4
Ravensbrook LLC
Ravensbrook Residential Subdivision
MOORE COUNTY, NORTH CAROLINA
'OPERTY INFOPiA AT...&
Owner: Ravensbrook LLC
Property Address / Location: 140 South Lakeshore Drive
Whispering Pines, INC 28327
STORM SEWER SUMMARY REPORT
DESCRIPTI❑N
MATERIAL
LENGTH
T❑WN/PRIVATE
PIPE
15"
CLASS III RCP
34'
PRIVATE
DESCRIPTI❑N
TYPE
QUANTITY
STORM BOXES
SCM RISER
1
SEWER MAIN SUMMARY REPORT
DESCRIPTI❑N
MATERIAL
LENGTH
T❑WN/PRIVATE
SEWER MAIN
8//
SDR-35 PVC
337'
TOWN
DESCRIPTI❑N
SIZE
QUANTITY
SEWER
SERVICES
4//
10
6//
MANHOLES
4'
3
5'
SEWER APPLICATION SUMMARY
# AND TYPE OF UNIT
@ X DEMAND
FLOW REQUESTED
10 SINGLE FAMILY
480 GPD/UNIT
4,800 GPD
TOTAL DEMAND
4,800 GPD
NOTE: 8" SS @ 0.5% can flow 276,859 gpd at half full
(manning equation)
Owner / Client Contact:
Owner / Client Address:
Owner / Client Phone & Email:
Colin Webster, Managing Member
140 South Lakeshore Drive, Whispering Pines, NC 28327
[phone] [e-mail]
STREET SUMMARY
REPORT
DESCRIPTI❑N
MATERIAL
LENGTH
STREETS
TOWN
ASPHALT
462LF
PRIVATE
CURB AND GUTTER
TOWN
0
PRIVATE
SIDEWALK
TOWN
5' CONCRETE
356LF
PRIVATE
WATER MAIN SUMMARY REPORT
DESCRIPTI❑N
MATERIAL
LENGTH
T❑WN/PRIVATE
WATER MAIN
2"
SDR21 PVC
280'
TOWN
6//
C900 SDR18 PVC
387'
TOWN
DESCRIPTI❑N
SIZE
QUANTITY
WATER
SERVICES
3" RES,
10
VALVES
6// Gate valves
1
2" Gate valves
1
HYDRANTS
1
SITE DATA TABLE
PROJECT NAME: RAVENSBR❑❑K RESIDENTIAL SUBDIVISI❑N PHASE 3
OWNER: RAVENSBR❑❑K LLC
OWNER EMAIL CONTACT: colin@ascotgrp,corn
ENGINEER: KEVIN S, LINDSAY, PE, CRAWF❑RD
DESIGN CO,
ENGINEER EMAIL CONTACT:
kevinlindsay@crawforddsn,corn
PROJECT ADDRESS: Waynor Road, Whispering
Pines, NC 28327
LATTITUDE: 35,237738N
L❑NGITUDE: 79,410379W
PARCEL ID#: 20180420
PIN: 857400703186
DEED BOOK & PAGE: 5220 -522
C❑NDITI❑NAL USE PERMIT: CU-06-20
LOT SIZE: PHSE3-6,7 acs,
MIN LOT 22,500SF(CLUSTER)
DISTURBED AREA: 6,28 Acres
CURRENT Z❑NGIN: RS-3
PARKING PR❑VIDED: 2 spaces/unit
WATERSHED: Nick's Creek
RECEIVING WATER COURSE: Juniper Creek
STREAM CLASSIFICATI❑N: WSIII-BW
RIVER BASIN: CAPE FEAR
HQW:
Y ®
FLOOD ZONE (FEMA PANEL #, DATE): 8573J &
8574J-10/17/2006
EXISTING IMPERVI❑US AREA:
0,0 AC
0,0%
PROPOSED IMPERVI❑US AREA:
1,25 AC
19%
TOTAL IMPERVI❑US AREA:
1,25 AC
19%
PIN:
Zoning:
WATER
APPLICATION SUMMARY
DEMAND
FLOW REQUIREMENTS
FLOW PROVIDED
DOMESTIC DEMAND
4,800
GPD
4,800
GPD
PEAK DEMAND
10
GPM
10
GPM
FIRE DEMAND
1,000
GPM
1,000
GPM
SPRINKLER DEMAND
0
GPM
0
GPM
IRRIGATION DEMAND
0
GPM
0
GPM
1,010
GPM
TOTAL DEMAND
1,010
GPM
@ 30
PSI
TRAFFIC DATA
# AND TYPE OF UNIT
@ X TRIPS/DAY
TPD
10 DETACHED
SINGLE FAMILY DWELLINGS
9.44 TPD/UNIT
94.4 TPD
TOTAL DEMAND
94.4 TPD
TIA REQUIRED
TDA REQUIRED
< 300 TPD (1)ACCESS
< 1,000 APT
> 200 ADT
Y,®
Y,®
- Phase 3
857400703186
RS-3
M A P IN.T.S.
s
r
SITE
Rd.
SOUTHERN PINES, N.C.
COVER
C 0.0
NOTES PAGE
C 0.1
PHASING PLAN
C 0.2
EXISTING CONDITIONS PLAN
C 1.0
PRELIMINARY PLAT PHASE 3
PP 1.0
SITE PLAN PHASE 3
C 2.0
FD OVERLAY PHASE 3
C2.1
LIGHTING PLAN PHASE 3
C 2.2
GRADING, DRAINAGE AND EROSION CONTROL PHASE 3 C3.0
SCM-6 C3.6
OVERALL UTILITY PLAN PHASE 3 C 4.0
PLAN AND PROFILE - CALEDONIA DRIVE (ROAD F) - ROAD AND STORM C 5.3C.1
PLAN AND PROFILE - CALEDONIA DRIVE (ROAD F) - WATER AND SEWER C 5.3C.FO
PLAN AND PROFILE - CALEDONIA DRIVE WATER MAIN EXTENSION C 5.3D
DETAILS C 6.0 - 6.7
LANDSCAPE PLAN L 1.0
TOWN OF SOUTHERN PINES
CONSTRUCTION PLAN APPROVAL
ALL CONSTRUCTION METHODS AND MATERIALS AND OTHER STANDARDS AND
SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTHERN
PINES STANDARDS AND SPECIFICATIONS AS OUTLINED IN THE MOST
CURRENT UNIFIED DEVELOPMENT ORDINANCE (UDO). IN THE EVENT OF A
CONFLICT BETWEEN METHODS, MATERIALS, STANDARDS AND/OR
SPECIFICATIONS IN THE APPROVED PANS AND THE UDO, THE UDO GOVERNS
UNLESS A WRITTEN WAIVER IS ISSUED BY THE TOWN ENGINEER, ANY
CHANGE IN APPROVED PANS MUST BE AUTHORIZED BY PRIOR WRITTEN
APPROVAL, PUBIC SANITARY SEWER AND UTILITY EASEMENTS SHALL BE
RECORDED PRIOR TO FINAL ACCEPTANCE AND /OR ISSUANCE OF A
CERTIFICATE OF OCCUPANCY BY THE TOWN,
APPROVAL OF THESE PANS IN NO WAY IS MEANT TO
RELIEVE THE DESIGN PROFESSIONAL OF HIS OR HER
RESPONSIBILITY FOR PROJECT DESIGN
APPROVED FOR CONSTRUCTION
BY DATE PERMIT #
PUBLIC WORKS (TOWN)
PLANNING/ZONING (TOWN)
FIRE (TOWN)
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Crawford Design Company © Copyright 2022 - All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
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Phasina Plan Timeline:
Phase 1: 27 lots. Completed and homes under construction. will include temporary
walking trail.
Phase 2: 32 lots. Complete 1.5 years after recording of Phase 1 Final Plat.
(Includes second entrance prior to Phase 2 Plat recording and clubhouse within
one year of recording of Phase 2 plat)
Phase 3: 10 lots. Complete 1 year after recording of Phase 2 Final Plat.
Phase 4: 26 lots. Complete 1 year after recording of Phase 3 Final Plat. (Phase 4
shall include emergency connection to Forest Creek subdivision prior to recording
of Phase 4 final plat.)
Phase 1&2 Open Space
Areas
sf
ac
Total Area:
2,965,794
68.09
5% Open Space Req.=
1481,290
3.40
Additional Due to Clustering
235,755
5.41
Total Open Space Required=
394,045
8.82
Max 40% Water=
15311618
3.53
Min 60% Non Water=
230,427
5.29
Min 30% Dry/<10% slope=
115,213
2.64
Open Space Provided=
7761,596
17.83
Open Space Wetland=
266,233
6.11
Open Space Water=
39,277
0.90
Open Space Non -Water=
7371,319
16.93
Open Space Dry/<10% slope=
471,085
10,81
Phase 3 Open Space
Areas
sf
ac
Total Area:
285,484
6.55
5% Open Space Req.=
14,274
0.33
Additional Due to Clustering
47,023
1.08
Total Open Space Required=
61,297
1.41
Max 40% Water=
241 519
0.56
Min 30% Dry/<10% slope=
18,389
0,42
Open Space Provided=
-
-
Open Space Wetland=
-
Open Space Water=
-
-
Open Space Non -Water=
-
-
Open Space Dry/<10% slope=
-
-
Phase 1,2,&3 Open Space
Areas
sf
ac
Total Area:
31251J.278
74.64
5% Open Space Req.=
162,564
3.73
Additional Due to Clustering
282,778
6.49
Total Open Space Required=
4451P342
10.22
Max 40% Water=
178,137
4.09
Min 60% Non Water=
2671,205
6.13
Min 30% Dry/<10% slope=
133,603
3.07
Open Space Provided=
776,596
17.83
Open Space Wetland=
2661,233
6.11
Open Space Water=
39,277
0.90
Open Space Non -Water=
737,319
16.93
Open Space Dry/<10% slope=
471,085
10.81
>8.82 req'd
>5.29, o k
>2.64, o k
>10.22 req'c
>6.13, o k
>3.07, o k
` ��� Phase 2
S'En �
�,�� 42.98 acs
IOm-, NcO NO 1 \
In5>T NWZ] I N�� 32 Lots
N o N 1 1 \ 2 \
I �1N 0 3 � Includes Club House and Connection to Southern
4 REOER / / \
Phase 4 5 / 1 Pines Walking Trail
` /MARSHOMARY J. (Construction shall start upon recording of
18 1 acs j I O ; / DPC2, S241 / \
completed within
Phase 2 Final Plat and shall be com p
26 Lots f+l ; MPR GE RGE1 EW
II I 1 06ZONE: RR6 MARSH, WALTER T. II / ; one year of recording of Phase 2 Final Plat)
D131569, P168 JONES, THO S 0.
PC2, S241 / DB1712 P60
ZONE: RR ZO RR
McPHAUL, JANE H. j i G pA
D8383, P253 SGPR 6
ZONE: PD 0 P°� ""�...
} I \ I „�oNE
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CHAVIS, BRENDA & OTHERS �,�,�,
DB�4
1 93E/424 OPEN SPACE
104, P398
S !TIES, LLC
ZONER1R
V A \ \ \ ��� 21,757 SF - 0.49 AC
ZONE PD
%
_ n
n-
\ - - - - PHASE 2 OPEN SPACE
� -
vv 43,882 SF - 1.0 AC o, ° o
/ V 1430 1431 IsI 0�+6b
00_ `
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+_ _ "�w-�-_- --w
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-��---------
yNAYNOR ROAD (S.R. 1897)
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1
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\ K`� PHASE 2 OPEN SPACE I ° � -����\ , r--Ir �---_, 1 LJ
14z8 O 17,546 SF - 0.40 AC , // \� \ \17,50 SF PHASE 1 OPEN SPA E\�� °/ t I o I
_ -
�- V A \ \ o I I 0
Temporary Access to Greenway Trail /° s , / /- - _ '; \ \ o \� J �- _ J L - , ° o
To be removed upon acceptance of r
�s
-' Greenway Trail and Parking �� xo� �� /,� / ° 1
Sewer Outfall to
existing line in Phase 1
(S er Line in 20' easement to TSOP)
0
--co ED G -JLL
r•!' JL--I Lam/
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0
PHASE 2 OPEN SPACE
182,640 SF - 4.19 AC I O 1435
I ` �,,�. / oo r ✓
1 1RP
Greenway Trail Access /
and Parking 1438 �s
Phase6.7 acs
10 Lots
s
1441 1440 q
---77 T___-�>�, Phase 1
gam.- 5+00 -.. - 4+00 3+00 .' \ \
0 r wR,
D210,JP8R17
I I A \ \ V,� ZONE: RR
I L__-�-�
7
i PHASE 21
Il�o\
I I i 264,14'
I+
a� \
\
\
\
\
\
DEHGHAN, ADRIANE C.
D64482, P483
PC16, S540
ZONE: PD
Temporary Access to Greenway Trail
d
-PHASE 1 OPEN SPACE
229,188 SF - 5.26 AC
acs
27 Lots
Under Constru
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Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
230C W. Pennsylvania Ave. ♦ Southern Pines, NC 28387
Voice: 910-725-1107
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CERT. No. c C C CERT. No.
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SEALS
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REVISIONS
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PROJECT DETAILS
Project Manager: KSL
CAD Technician: RFN/GER
Reviewed / Approved By: KSL
Project Number: 17019
SCALE 0 200 400
Full Scale: Horiz.: 1" = 200'
Half Scale: Horiz.: 1" = 400'
ISSUE DATE
9/17/2021
SHEET NUMBER
C092

Crawford Design Company © Copyright 2022 - All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
SITE NOTES
1. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER
INFORMATION INDICATED ON THE COVER SHEET SHALL APPLY TO THIS
PLAN
2. CALEDONIA DRIVE SHALL BE CONSTRUCTED TO SOUTHERN PINES LIDO
STANDARDS FOR LOCAL STREETS: 22' PAVED ROAD WITHOUT CURB AND
GUTTER, 6' SHOULDER ON EACH SIDE, MIN 8' SWALE AND STREET TREE
SECTIONS EACH SIDE.
3. SETBACKS ARE AS PER SOUTHERN PINES UDO: 30' FRONT AND REAR, 10'
INTERIOR SIDE, 15' EXTERIOR SIDE (ALONG ROW).
4. NATURAL VEGETATION IN THE 30 FOOT BUFFER SHALL REMAIN
UNDISTURBED BOTH DURING AND AFTER CONSTRUCTION AND SHALL BE
NOTED ON THE FINAL PLAT.
5. ALL STRUCTURES MUST BE GREATER THAN 30' APART FROM ROOF EDGE
TO ROOF EDGE.
6. ALL DRIVEWAY CULVERTS SHALL BE MIN 15" DIAM. RCP @ 0.5% MIN SLOPE
OR SHALL HAVE A LOW AREA IN DRIVEWAY FOR WATER TO FLOW OVER
WITHOUT IMPACTING STREET.
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Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
230C W. Pennsylvania Ave. ♦ Southern Pines, NC 28387
Voice: 910-725-1107
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PROJECT DETAILS
Project Manager: KSL
CAD Technician: RFN/GER
Reviewed / Approved By: KSL
Project Number: 17019
5 oso ,0
Full Scale: Horiz.: 1" = 50'
Half Scale: Horiz.: 1" = 100'
ISSUE DATE
9/17/2021
SHEET NUMBER
C2,0

Crawford Design Company © Copyright 2022 — All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
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Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
230C W. Pennsylvania Ave. ♦ Southern Pines, NC 28387
Voice: 910-725-1107
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FOR CONSTRUCTION
REVISIONS
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PROJECT DETAILS
Project Manager:
KSL
CAD Technician:
RFN/GER
Reviewed / Approved By:
KSL
Project Number:
17019
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ISSUE DATE
9/17/2021
SHEET NUMBER
C2,02

Crawford Design Company © Copyright 2022 - All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
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6
GRADING / EROSION CONTROL NOTES
0 INSTALL GRAVEL CONSTRUCTION ENTRANCE (SEE DETAIL SHEET).
CONTRACTOR SHALL REPAIR ANY DAMAGE TO THE EXISTING PAVEMENT RELATED
TO CONSTRUCTION ACTIVITY.
2 INSTALL TEMPORARY SEDIMENT FENCING (SEE TOSP DETAIL E-6).
3 INSTALL SILT FENCE OUTLET (SEE TOSP DETAIL E-7)
4 INSTALL TEMPORARY INLET PROTECTION (SEE TOSP DETAIL E-4)
5 INSTALL HORSESHOE INLET PROTECTION (SEE DETAIL 6.0.8, 6.1.1,2)
6 INSTALL RIP -RAP DISSIPATER (SEE TABLE THIS SHEET FOR DIMENSIONS)
7 INSTALL SKIMMER BASIN (SEE DETAIL SHEET 6.0)
8 INSTALL TEMPORARY DIVERSION BERM AND SWALE (SEE DETAIL SHEET)
GENERALNOTES
1. NC 811 SHALL BE CALLED PRIOR TO ANY ACTIVITY.
2. ALL GENERAL NOTES, ABBREVIATIONS, SYMBOLS, AND OTHER
INFORMATION INDICATED ON THE TITLE PAGE SHALL APPLY TO THIS
PLAN
3. ALL ELEVATIONS SHOWN FOR THIS PROJECT ARE IN REFERENCE TO THE
BENCHMARKS AND MUST BE VERIFIED BY THE GENERAL CONTRACTOR
WITH THE SURVEYOR OF RECORD PRIOR TO BEGINNING CONSTRUCTION.
BENCHMARK TO BE SET BY SURVEYOR PRIOR TO CONSTRUCTION.
PURSUANT TO G.S.113A-57(2), THE ANGLE FOR GRADED SLOPES AND
FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED
BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL
DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL,
WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF
GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR
PERMANENT GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO
RESTRAIN EROSION. PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR
PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION MUST
BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 15 WORKING
DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING
COMPLETION OF CONSTRUCTION OR DEVELOPMENT. ALL SEEDED
AREAS WILL BE FERTILIZED, RE -SEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN
A VIGOROUS, DENSE VEGETATION COVER. IF ANY SEEDING FAILURE
OCCURS, THOSE AREAS SHALL BE RE -SEEDED WITH RYE GRAIN FOR
TEMPORARY STABILIZATION AND PREPARED FOR PERMANENT SEEDING.
4. SEE DETAIL SHEETS FOR EROSION CONTROL MEASURES &
MAINTENANCE.
5. CONTACT: KEVIN LINDSAY, 910-920-7661 FOR QUESTIONS CONCERNING THESE PLANS.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION AND
SEDIMENTATION CONTROL MONITORING ACCORDING TO NPDES PERMIT
REQUIREMENTS.
7. SEE SHEET C6.1 FOR TEMPORARY & PERMANENT SEEDING
REQUIREMENTS.
8. ALL BASIN SHALL BE TESTED FOR POSITIVE DRAINAGE, ANY
NON-FUNCTIONING BASINS SHALL BE BROUGHT TO THE ATTENTION OF
THE PROJECT ENGINEER. ANY DAMAGED OR NON-FUNCTIONING INLETS
CAUSED BY CONSTRUCTION ACTIVITIES SHALL BE REPAIRED AT
THE CONTRACTOR'S EXPENSE.
9. AT LEAST 72-HOURS PRIOR TO ANY CONSTRUCTION ACTIVITY,
EXCAVATION, GRADING, OR DIGGING ON THE SITE, THE GENERAL
CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES TO VERIFY
Al FIELD -LOCATE THEIR RESPECTIVE UTILITIES (THE NORTH
CAROLINA ONE CALL CENTER-1-800-632-4949 (NC-811)
EROSION CONTROL CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD
PRE -CONSTRUCTION CONFERENCE.
2. REFRESH ALL EXISTING PHASE 2 MEASURES.
3. INSTALL TEMPORARY SEDIMENT FENCE AND FENCE OUTLETS.
4. INSTALL TEMPORARY SKIMMER BASIN W/ POROUS BAFFLES, PERMANENT
SCM BASINS THAT WILL BE USED AS TEMPORARY SKIMMER BASINS (SEE
NOTE BELOW), AND TEMPORARY SEDIMENT TRAPS W/POROUS BAFFLES.
5. CONSTRUCT SWALES AND TEMPORARY DIVERSION BERMS AS PER
TABLES SHEET 3.0 THIS SHEET AND DETAILS.
6. ROUGH GRADE SITE AND INSTALL CULVERTS, RIP RAP DISSIPATERS.
7. APPLY TEMPORARY SEEDING TO ALL DISTURBED AREAS.
FINE GRADE SITE AND APPLY PERMANENT SEEDING (GROUND COVER)
TO ALL DISTURBED AREAS.
8. TEMPORARY MEASURES SHALL BE REMOVED AFTER APPROVAL FOR
REMOVAL OF ALL TEMPORARY EROSION CONTROL MEASURES BY TOWN
OF SOUTHER PINES HAS BEEN OBTAINED.
GROUND STABILIZATI❑N FOR DWQ REQUIREMENTS
SITE AREA
STABILIZATI❑
STABILIZATI❑N TIME FRAME
DESCRIPTI❑N
N TIME FRAME
EXCEPTI❑NS
PERIMETER DIKES,
7 DAYS
NONE
SWALES, DITCHES
AND SL❑PES
HIGH QUALITYWATER
7 DAYS
NONE
(HQW) ZONES
SL❑PES STEEPER
7 DAYS
IF SL❑PES ARE 10' ❑R LESS
THAN 3:1
IN LENGTH AND ARE N❑T
STEEPR THAT 2:1, 14 DAYS
ARE ALLOWED
SL❑PES 3J1 ❑R
14 DAYS
7 DAYS F❑R SL❑PES
FLATTER
GREATER THAN 50 FEET IN
LENGTH
ALL ❑THER AREAS
14 DAYS
N❑NE (EXCEPT F❑R
WITH SL❑PES
PERIMETERS AND HQW ZONES)
FLATTER THAN 4:1
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\ \ `\ \ `\ W1=4', \ \ \\ \ 2 NOTE: AFTER CONVERSION BY CONTRACTOR TO PERMANENT SCM AND END OF CONTRACT
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Swale Summary
Minimum
Depth
Bottom
Width
Side
Slope
Top
Width
Channel
Slope
Channel
3.1
0.28 ft
2.00 ft
6.1
5.36 ft
4.93%
Straw
3.2
0.46 ft
2.00 ft
6:1
7.52 ft
3.91 %
SNRECP
3.3
0. 52 ft
2.00 ft
1 2:1
1 4.08 ft
1 5.00%
SNRECP
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Landscape Architecture ♦ Fayetteville, NC
Civil Engineering ♦ Southern Pines, NC
230C W. Pennsylvania Ave. ♦ Southern Pines, NC 28387
Voice: 910-725-1107
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SEALS
FOR CONSTRUCTION
REVISIONS
0 --- mm-dd-yy Description
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PROJECT DETAILS
Project Manager: KSL
CAD Technician: RFN/GER
Reviewed / Approved By: KSL
Project Number: 17019
5 oso 100
Full Scale: Horiz.: 1" = 50'
Half Scale: Horiz.: 1" = 100'
ISSUE DATE
9/17/2021
SHEET NUMBER
C3,0

Crawford Design Company © Copyright 2022 — All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
See Site Plan for Design Width
in. Grade 3,000 PSI Concrete
0'
a 2% Max. Slope
a d.. .
4
4 4 � 6' 11' 11' 4 4
FIN. GRADE (TYP)
FIN. GRADE (TYP)
�2%
8
zy
a%
Compacted Sub -Grade
2
—III II —III
lll lll lll lll lll lll
11=111 I —III 1=11I
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II —III —III 1=1II
1=1II I1=1II =
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Standard Culvert Notes:
SECTION VIEW
N.TS.
'
f' °1
1.
All culverts shall be NCDOT Class III or IV.
2.5" SF 9.5 (2 ea. 1.25" LIFTS), & 8" ABC
TO NDCOT STANDARDS
2.
Driveways shall "bottom out" 8 inches below edge of pavement to
allow over -topping without flooding road.
COMPACTED SUB -GRADE
5' SIDEWALK (SEE DETAIL) (PER [NCDOT / CITY] RQMTS.)
3.
3. Minimum cover of 6" for 15" RCP & 8" for 18" RCP. Measured
from top of RCP. (22" & 18.75" in drawing indicated distance from
RCP invert to top of pipe).
4.
Maintain positive drainage downslope to culvert.
5.
Road compaction testing shall be done and shall pass NCDOT
CALEDONIA DRIVE
standards.
6.
Geotechnical report from Ravensbrook Phase 2 is applicable for this
site, and has been approved for use on this phase by the Town.
3 STANDARD CONCRETE SIDEWALK
NOT TO SCALE
\
110,
/
7' 3'
3' 7'
FIN. GRADE (TYP)
FIN. GRADE (TYP)
22%�
�2
ft
2%
�—
2%
—�
a1 5' SIDEWALK (SEE DETAIL)
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Standard Culvert Notes:
/11=
_11=11=1111=
2.5" SF 9.5 (2 ea. 1.25" LIFTS), & 8" ABC — —
—
\
1.
All culverts shall be NCDOT Class III or IV.
"bottom
TO NDCOT STANDARDS
2.
Driveways shall out" 8 inches below edge of pavement to
allow over -topping without flooding road.
3.
3. Minimum cover of 6" for 15" RCP & 8" for 18" RCP. Measured
COMPACTED SUB -GRADE
from top of RCP. (22" & 18.75" in drawing indicated distance from
(PER [NCDOT / CITY] RQMTS.)
RCP invert to top of pipe).
4.
Maintain positive drainage downslope of culvert.
5.
Road compaction testing shall be done and shall pass NCDOT
ROAD CROSS -SECTION --CUL-DE-SAC - CALEDONIA DRIVE
standards.
6.
Geotechnical report from ravensbrook Phase 2 is applicable for this
site, and has been approved for use on this phase by the Town.
2
Landscape Architecture ♦ Fayetteville, NU
Civil Engineering ♦ Southern Pines, NC
230C W. Pennsylvania Ave. ♦ Southern Pines, NC 28387
Voice: 910-725-1107
w w w. c r a w f o r d d s n. c o m

Crawford Design Company • -Copyright 2022 — All drawings, specifications and designs prepared by Crawford Design Company are instruments of service and shall remain the property of Crawford Design Company. The Owner or any other parties shall not use the work on this or any project except by a proper agreement and appropriate compensation.
VICINITY MAP1"=2000'
AI
.a
Red Maple 'October Glory'
Honeylocust 'Moraine'
Willow Oak
There is 1012 linear feet of property line abutting the public street for Phase 3 of
the Ravensbrook Subdivision. As per UDO 4.3.3 (C), one (1) two-inch caliper tree is
required for thirty (30) feet of property line abutting a public street.
1012LF / 30 = 33.73 trees required.
8 trees along lots 60 and 61 were included in Phase 2, as that section of the public
street was built. See TRC approval letter dated September 14, 2021.
26 trees provided in Phase 3 for a total of 34.
General Notes-
1 . See specifications for topsoil mix.
2. Do not damage main roots or
destroy root ball when installing
tree stakes.
3. Water thoroughly after installation-
4- Remove tree rings and stakes two
years after installation.
5. Provide drainage for planting pit in
impermeable soil conditions-
6- Al trees must be tagged and
approved by consultant within 14
days after tender closing.
7. The root collar shall be apparent at
surface of root ball, or contractor
shall be responsible for removing
excess soil from the top of the root
ball in order to establish the correct
grade. Root collar shall be planted
no more than 2-inches above
grade.
8. Mulch shall not exceed 4-inches in
depth and shall remain a minimum
of 6-inches away from the base of
any given tree-
1/2" Dia. Plastic Hose-
(3) T-Bar Iron Support Stakes
13'x1.5"x8'
Maintain Tree Base Slightly Higher
Than Existing Grade, To Allow For
Settlement
Fin. C
B&B Root
Compacted Topsoil Mix As Specified
SECTION VIEW - DECIDUOUS TREE
N.rs.
TYPICAL TREE INSTALLATION
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0
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Trim Branches to Retain
Natural Form of Tree As
Directed By Designer
1/8" (#11 Ga.) Galv. Wire.
Coil Each End Tightly
Shredded Mulch
gate Saucer Around Tree.
Cut & Remove Top 1/3 of
Burlap From Root Ball
Pit Bottom (Min. 6")
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1051 /
1049 /
1052
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Landscape Planting Table
Classification
Key
Common Name
Botanical Name
Quanity
Type / Size
Notes
a�
AR
Red Maple
Acer rubrum 'October Glory'
9
3.0" cal., 8' ht. minimum.
Healthy, Well Branched, Full Foliage
GT
Honeylocust
Gleditsia triacanthos 'Moraine'
8
3.0" cal., 8' ht. minimum.
Healthy, Well Branched, Full Foliage
QP
Willow Oak
Quercus phellos
9
3.0" cal., 8' ht. minimum.
Healthy, Well Branched, Full Foliage
n
2
t
Ln
/
/
Landscape Architecture • -Fayetteville, NC
Civil Engineering • -Southern Pines, NC
230C W. Pennsylvania Ave. • -Southern Pines, NC 28387
Voice: 910-725-1107
w w w. c r a w f o r d d s n. c o m
,,�. 0 DE S I GN �W** p E S I GN
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NITF O,,,I�,,5�(<o \NFFRjT. No. N CERT. No.
C-136 a C-2097 i
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SEALS
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FOR CONSTRUCTION
REVISIONS
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PROJECT DETAILS
Project Manager: KSL
CAD Technician: RFN/GER
Reviewed / Approved By: KSL
Project Number: 17019
s oso 100
ISSUE DATE
9/17/2021
SHEET NUMBER
L-1.0