SW6120703_APPROVED PLANS_20120820

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW (e-&,�� Z2�3
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
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YYYYMMDD

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ADA AND LEGAL DISCLAIMER: This dowment Is Intended to comply with She requirements of the Americans with Disabilities Aot (ADA), However architects and engineers are not licensed to interpret laws or give advios conoemIng laws. The owner should have this document reviewed by his attorhey to determine if It complies with ADA and other laws.
C - SERIES DRAWING ABBREVIATIONS:
HIGHLAND MIDDLE SCHOOL
ADV - ADVANCE
MIN - MINIMUM
AFG - ABOVE FINISHED GRADE
MIN S - MINIMUM SLOPE
APPR LOC. - APPROXIMATE LOCATION
MJ - MECHANICAL JOINT
ASS'Y - ASSEMBLY
NIC - NOT IN CONTRACT
BIC - BACK OF CURB
NTS - NOT TO SCALE
B/L - BASE LINE
OHE - OVERHEAD ELECTRIC
B/W - BOTTOM OF WALL
OHP- OVERHEAD POWER
CS - CATCH BASIN
OHT - OVERHEAD TELEPHONE
CBR - CALIFORNIA BEARING RATIO
PB - PLAT BOOK
CG - CURB AND GUTTER
PC - POINT OF CURVATURE
CI - CURB INLET
PED - PEDESTAL
CIL - CENTERLINE
PG - PAGE
CL - CLASS
PH -PHASE
CM - CONCRETE MONUMENT
PI - POINT OF INTERSECTION
CMP - CORRUGATED METAL PIPE
PKG - PARKING
CO - CLEAN OUT
P/L - PROPERTY LINE
CONC - CONCRETE
PT - POINT OF TANGENT
CONN - CONNECTION
PP - POWER POLE
CP - CORRUGATED PLASTIC
PVC - POLYVINYL CHLORIDE
CY - CUBIC YARD
PVMT - PAVEMENT
DB - DEED BOOK
PWR - POWER
DI - DROP INLET
(R) - RECORDED METES & BOUNDS
DIP - DUCTILE IRON PIPE
RD - ROOF DRAIN
D.M.P - DOUBLE MERIDIAN DISTANCES
RJ - RESTRAINED JOINT
DR - DRIVE
RIW - RIGHT-OF-WAY ;
DS - DOWNSPOUT
REQ'D - REQUIRED
E - ELECTRIC
RCP - REINFORCED CONCRETE PIPE
EA - EACH
S - SLOPE
E BOX - ELECTRICAL BOX
SAN - SANITARY SEWER
ELEC - ELECTRIC
SDWK - SIDEWALK
EP - EDGE OF PAVEMENT
SF -SILT FENCE
EIS - EDGE OF SHOULDER
SPT - SPOT GRADE
EX - EXISTING
SS - SANITARY SEWER CONNECTION
F/C - FACE OF CURB
STA - STATION
FDC - FIRE DEPARTMENT CONNECTION
STD - STANDARD
FF - FINISHED FLOOR
STM - STORM
FH - FIRE HYDRANT
STMH - STORM SEWER MANHOLE
FIL - FLOW LINE
T - TELEPHONE
FL - FIRE LANE
TBC - TOP BACK OF CURB
G - GAS
TCM - TELECOMMUNICATIONS MANHOLE
GI - GRATE INLET
TIC - TOP OF CURB
GND - GROUND
TEL - TELEPHONE
GTS - GAS TEST STATION
UGE - UNDERGROUND ELECTRIC
GV - GAS VALVE
UNK - UNKNOWN
HDPE - HIGH DENSITY POLYETHYLENE
UP - UTILITY POLE
HORIZ - HORIZONTAL
VAR - VARIABLE
HVAC - HEATING, VENTILATION, & AIR
VCP - VITRIFIED CLAY PIPE
CONDITIONING
VERT - VERTICAL
INV - INVERT
WI - WITH
IPF - IRON PIPE FOUND
WIL - WATER LINE
IPS - IRON PIPE SET
W - WATER
IRF - IRON ROD FOUND
WUS - WATERS OF THE US
LF - LINEAR FEET
X-ING - CROSSING
(M) - MEASURED METES & BOUNDS
YI - YARD INLET
MECH - MECHANICAL
0 - DIAMETER
MH - MANHOLE
LEGEND
SEWER
-- - --- --- 13^ SAly - _- -
- EXISTING SANITARY SEWER
8"SAN
SANITARY SEWER
N 7605.80
SANITARY MANHOLE NUMBER
1 E 9378.25
WI COORDINATE LOCATION
0
EX SANITARY MANHOLE
(0)SANITARY
MANHOLE
0
EXISTING CLEAN OUT
®
CLEAN OUT
WATER
EXISTING WATERLINE
WATER LINE
8"W
EXISTING WATER VALVE
WATER VALVE
®
POST INDICATOR VALVE
>
EXISTING WATER METER
WATER METER
EXISTING FIRE HYDRANT
-
FIRE HYDRANT
WATER LINE REDUCER
R„ w
EX WATER LINE PLUG
WATER LINE PLUG
WATER LINE CROSS
F T `
WATER LINE TEE
V
FIRE DEPT CONNECTION
0+
WATER SPIGOT
10
EXISTING WELL CASING
NATURAL GAS
0 EXISTING GAS METER
EXISTING GAS VALVE
-__--_..___.__. _._ ...._.___ ___.__ EXISTING GAS LINE
G GAS LINE
MISCELLANEOUS UTILITIES
C> EXISTING LIGHT POLE
X EXISTING YARD LIGHT
EXISTING GROUND LIGHT
p-tp o p
LIGHT POLES
EXISTING UTILITY POLE
UTILITY POLE
* r
EXISTING GUY WIRE
EXISTING ELECTRIC METER
--- — csr r.-- -- ---
- EXISTING OVERHEAD ELECTRIC
OVERHEAD ELECTRIC
OHP
UGP­---
EX UNDERGROUND ELECT LINE
UNDERGROUND ELECTRIC LINE
UGP
M
EXISTING TELEPHONE PEDESTAL
Q
EXISTING TELEPHONE MANHOLE
-- ------"��- - W -- --
— EX OVERHEAD TELEPHONE LINE
OVERHEAD TELEPHONE LINE
OHT
- - - -_- - - -- U(1'/"-._._.-. _..-__.... __
-------- .- EX UNDERGROUND TELEPHONE LINE
UNDERGROUND TELEPHONE LINE
UGT
---- — --� OPO-••--- —
EX OVERHEAD FIBER OPTIC LINE
OVERHEAD FIBER OPTIC LINE
OF
_ .-.... __...-_ .-_._...... UFO I....... _ -_.___._-
EX UNDERGROUND FIBER OPTIC LINE
UNDERGROUND FIBER OPTIC LINE
OF
Ill
EX CABLE TV PEDESTAL
- - OCATV'
EX OVERHEAD CABLE TV LINE
OCATV
OVERHEAD CABLE TV LINE
UCATV---- ---
- — EX UNDERGROUND CABLE TV
UCATV
UNDERGROUND CABLE TV LINE
UG P/C
COMBINED POWERICATV
UG PITIC
COMBINED POWER, TELE, CATV
UG PIT
COMBINED POWER, TELEPHONE
UG TIC
COMBINED TELEPHONE, CAN
HARNETT COUNTY SCHOOLS
HARNETT COUNTY, NORTH CAROLINA
V1t;1N1 I Y MAP'
1"=2000'
EXISTING STORM SEWER
STORM SEWER
EX DROP INLET
DROP INLET & STRUCTURE NUMBER
@
EXISTING STORM SEWER MANHOLE
STORM SEWER MANHOLE
0
EXISTING ROOF DRAIN DOWNSPOUT
©
ROOF DRAIN DOWNSPOUT
EXISTING CURB
CURB
EXISTING CURB & GUTTER
CURB & CUTTER
PROPERTY LINE
DESCRIPTION
ELEVATION
BENCH MARK
OB-1
APPROX BORING LOCATION
------ �`-- %
EXISTING TREE LINE
CLEARING LIMITS
Ia
EXISTING SHRUB
EXISTING TREE
EXISTING FENCE
X
FENCE
-00 —
EXISTING CONTOUR
200
CONTOUR
TIC EIP SWL
595,32 95.32
SPOT ELEVATION
CIL SWALE
EXISTING SIGN
SIGN
®
BOLLARD
LO
FLAG POLE
0
PROPERTY MARKER FOUND 1 ROD FOUND
0
PIPE FOUND
C7
MONUMENT FOUND
OWNER
HARNETT COUNTY SCHOOLS
1008 SOUTH 11 TH STREET
LILLINGTON, NORTH CAROLINA 27546
CONTACT: MR. JOHN BIRATH
PHONE: [phone]
FACSIMILE: [phone]
ARCHITECTURE
SFL+A ARCHITECTS
333 FAYETTEVILLE STREET, SUITE 225
RALEIGH, NORTH CAROLINA 27601
CONTACT: MR. TOM HUGHES
PHONE: [phone]
FACSIMILE: [phone]
SITE DEVELOPMENT
TIMMONS GROUP
5410 TRINITY ROAD, SUITE 112
RALEIGH, NORTH CAROLINA 27607
CONTACT: MR. BRIAN O'KANE
PHONE: [phone]
FACSIMILE: [phone]
GENERAL NOTES:
PROJECT NAME:
HIGHLAND MIDDLE SCHOOL
HARNETT COUNTY, NORTH CAROLINA
TYPE OF PLAN,
SITE PLAN
SITE LOCATION:
BUFFALOE LAKE ROAD
HARNETT COUNTY, NORTH CAROLINA
OWNER:
HARNETT COUNTY SCHOOLS
1008 11 TH ST.
LILLINGTON, NC 27546
CONTACT: MR JOHN BIRATH
PHONE: [phone]
FAX: [phone]
ARCHITECT:
SFL+A ARCHITECTS
333 FAYETTEVILLE STREET, SUITE 225
RALEIGH, NC 27601
PHONE: [phone]
FAX: [phone]
CIVIL ENGINEER:
MR. BRIAN O'KANE, PE
TIMMONS GROUP
5410 TRINITY ROAD, SUITE 112
RALEIGH, NORTH CAROLINA 27607
PHONE: [phone]
FAX: [phone]
SURVEYOR:
MR. THOMAS TEABO, PLS
ANGULAR SURVEYING & MAPPING
1201 AVERSBORO ROAD
GARNER, NC 27529
PHONE: [phone]
FAX: [phone]
PROPERTY INFORMATION:
OWNER: HARNETT COUNTY BOARD OF EDUCATION
DEED BOOK: 2939; PAGE: 341
MAP NO. 2011, PGS. 702
PIN NO.9586-85-8321
TOWNSHIP:
BARBECUE
SITE ACREAGE:
170.81 ACRES
SETBACKS:
FRONT YARD: 35'
REAR YARD: 25'
SIDE YARD: 10'
SIDE YARD, CORNER LOT: 20'
MAX BUILDING HEIGHT: 35'
PARKING REQUIREMENTS:
REQUIRED:
MINIMUM PARKING ALLOWED 39 CLASSROOMS x 5 SPACES
PER CLASSROOM = 195 SPACES
MAXIMUM PARKING ALLOWED (110% REQUIRED): 214 SPACES
PROVIDED:
TOTAL PROVIDED PARKING: 196 SPACES
ZONING CLASSIFICATION:
RA-20-R
LAND USE:
SCHOOL, PUBLIC: ELEMENTARY, MIDDLE, & HIGH
WATER AND SEWER CAPACITY:
1,000 STUDENTS x 15 GALISTUDENTIDAY = 15,000 GPD
PEAKING FACTOR OF 4 AND 8 HR SCHOOL DAY = 125 GPM
WETLANDSISURFACE WATERS:
NONE EXISTING ON SITE
CIVIL DRAWING INDEX
TITLE DRAWING
* CIVIL COVER SHEET C-000
* OVERALL PLAN C-001
EXISTING CONDITIONS & DEMOLITION PLAN C-100
EXISTING CONDITIONS & DEMOLITION PLAN C-101
EXISTING CONDITIONS & DEMOLITION PLAN C-102
EROSION & SEDIMENT CONTROL
PHASE I EROSION CONTROL PLAN
C-200
PHASE II EROSION CONTROL PLAN
C-201
PHASE II EROSION CONTROL PLAN
C-202
PHASE II EROSION CONTROL PLAN
C-203
PHASE III EROSION CONTROL PLAN
C-204
PHASE III EROSION CONTROL PLAN
C-205
PHASE III EROSION CONTROL PLAN
C-206
EROSION & SEDIMENT CONTROL NOTES & DETAILS
C-207
EROSION & SEDIMENT CONTROL NOTES & DETAILS
C-208
SITE LAYOUT & UTILITIES
SITE LAYOUT PLAN
C-300
SITE LAYOUT PLAN
C-301
SITE LAYOUT PLAN
C-302
SITE UTILITY PLAN
C-303
SITE UTILITY PLAN
C-304
SITE UTILITY PLAN
C-305
STRIPING & SIGNAGE PLAN
C-306
STRIPING & SIGNAGE PLAN
C-307
LAYOUT NOTES & DETAILS
C-308
LAYOUT NOTES & DETAILS
C-309
LAYOUT NOTES & DETAILS
C-310
LAYOUT NOTES & DETAILS
C-311
ATHLETIC FIELDS NOTES & DETAILS
C-312
ATHLETIC FIELDS NOTES & DETAILS
C-313
WATERLINE PROFILES
C-314
WATERLINE PROFILES
C-315
SANITARY SEWER PROFILES
C-316
SANITARY SEWER PROFILES
C-317
GRADING & DRAINAGE
• GRADING & DRAINAGE PLAN
C-400
* GRADING & DRAINAGE PLAN
C-401
* GRADING & DRAINAGE PLAN
C-402
STORM SEWER PROFILES
C-403
STORM SEWER PROFILES
C-404
STORM SEWER PROFILES
C-405
* STORMWATER BMP PLAN
C-406
* STORMWATER COMPLIANCE PLAN
C-407
* LOW -DENSITY SWALE DESIGN PLAN
C-408
LANDSCAPING
LANDSCAPE PLAN
L-100
LANDSCAPE PLAN
L-101
LANDSCAPE PLAN
L-102
LANDSCAPING NOTES & DETAILS
L-103
OFF -SITE ROAD
SR-1115 WIDENING PLAN
R-100
ENTRANCE DRIVE PLAN & PROFILE
R-101
ENTRANCE DRIVE PLAN & PROFILE
R-102
ROAD WIDENING NOTES & DETAILS
R-103
ROAD WIDENING NOTES & DETAILS
R-104
* TOTAL NUMBER OF DRAWINGS INCLUDE IN PERMIT SET = 8
Approved Sturlrwatc+ Permit Documenth
Conel,urtion in accottdance with these documents ifir
required by ttw stormwater pert'ltil. Morth Cefoiina
liui$s require that the stormwater system dfsigner
?nspectduring r'�jnalraclion: C0 ItanclefrMY with Itleh YRty
plane and specs; and cer(:ly carri
6jormwater rules. (1 ,A !XAC 2M . 1Dat3 Date
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Call before you dig.
1-800-632-4949
0 333 Fayetteville Str, Ste 225
Raleigh, NC 27601
f" 919-S73.6350
h 919.573.63SS
www.sfia.bi:
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ARCHITECTS
AGENCY REVIEW
TIMMONS GROUP
YOUR VISION ACHIEVED THROUGH BURG,
V[RGTNIA I NORIN CAROLINA I WEST MOW
-
MS DRAWING PREPARED A71HE
RALEIGH OFFICE
5416 Trintty Rood, Sute 112
Raleigh, NC 27507
TEL 919.866,4951
FAX 919,859.5663
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ISSUE DATE: 08.13.12
PROJECT #: 00906.000
DRAWN BY: D.A.
CHECKED BY: B.O.
O 2012 SfL+a Architects, PA
All Rights Reserved
CIVIL
COVER
SHEET
C-000
05L,Ut,\")M�� I L1.440 I

ADA AND LEGAL DISCLAIMER: This document is Intended to comply with the requirements of the Americana Wth Disabilities Act (ADA). However architects and engineers are rwt licensed to Interpret laws or glue advice Concerning laws. The owner should have this document reviewed by hie attorney to determine 9 it complies Wth ADA and other laws
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PROJECT #: 00906.000
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CHECKED BY: B.O.
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AGENCY REVIEW
TIMMONS GROUP
YOUR VISION •CHIEVID THROUGH OURS.
VIRGING NORIN CPROLINA WPST VIRGINfp
THIS DRAWING PREPARED AT THE
RMAIGM OFFICE
5410 THnity ROW, SNIte 112
Rakigh, NC 27607
TEL 919.86&4951
FAX [phone]
wWw.tlmmomcom
3M Dwtlapm�nl �RrMmtld �Gih�MruetunlT�chnolopr
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ISSUE DATE: 08.13.12
PROJECT #: 00906.000
DRAWN BY: D.A.
CHECKED BY: B.O.
© 2012 SfL+a Architects, PA
All Rights Reserved
GRADING &
DRAINAGE
PLAN
C-400

ADA AND LEGAL DISCLAIMER: This document Is Intended to comply with the requirements of the Americana with Disabilities Act (ADA). However architects and engineers are not licensed to Inlerplet laws or ghro advice concsming laws. The owner should have this document reviewed by his attorney to determine If it complies with ADA and other laws.
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333 Fayetteville Str, Ste 325
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THIS DRAWING PREPARED AT THE
RALEIGH OFFICE
5410 Trlhlty Riled, SuBe 112
RalNyh, NC 21607
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© 2012 StL+a Architects, PA
All Rights Reserved
GRADING &
DRAINAGE
PLAN -
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YOUR VISiOR ACHIEVID THROUGH OURS.
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THIS DRAWING PREPARED AT THE
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5410 Tranity Road, SuRe 112
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1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 8" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12" (30 CM) OF RECP%
EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH. ANCHOR THE RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE
BOTTOM OF THE TRENCH. BACKFILL AND COMPPCT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12' (30 CM) PORTION OF
RECP's BACK OVER SEED AND COMPACTED SOIL. SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF STAPLESISTAKES SPACED APPROXIMATELY 12" (30 CM)
ACROSS THE WIDTH OF THE RECP's,
3. ROLL CENTER RECP's IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. RECP's WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL
RECP's MUST BE SECURELY FAST D TO SOIL SURFACE BY PLACING STAPLESISTAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE.
WHEN USING THE DOT SYSTEM , SLES/STAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
4. PLACE CONSECUTIVE RECPs END OVER END (SHINGLE STYLE) WITH A 4" - 6' (10 CM -15 CM) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (10 CM)
APART AND 4" (10 CM) ON CENTER TO SECURE RECP"s,
5. FULL LENGTH EDGE OF RECP's AT TOP OF SiDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLESISTAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM)
DEEP X 6" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. ADJACENT RECP's MUST BE OVERLAPPED APPROXIMATELY 2' - 5" (5 CM -12.5 CM) (DEPENDING ON RECP's TYPE) AND STAPLED.
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M -12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES
STAGGERED 4" (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
8. THE TERMINAL END OF THE RECP's MUST BE ANCHORED WITH A ROW OF STAPLESISTAKES APPROXIMATELY 12" (30 CM) APART IN A 6" (15 CM) DEEP X 6" (15 CM)
WIDE TRENCH, BACKFILL AND COMPACT THE TRENCH AFTER STAPLING,
NOTE:
* IN LOOSE SOiL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE RECP's,
NOTE:
A A CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
B B IF NECESSARY TO ALLOW STAPLES TO SECURE THE
C C A. OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE,
B. PROJECTED WATER LINE
C. CHANNEL BOTTOMiSIDE •* IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE
SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6" (15 cm) MAY
BE NECESSARY TO PROPERLY ANCHOR THE RECP's"
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TRAPEZOIDAL CHANNEL
NTS
SWALE
DRAINAGE AREA
(ACRES)
TOTAL FLOW
(CFS)
SLOPE
(%)
BOTTOM WIDTH
(FT)
RIGHT SLOPE
(H:V)
LEFT SLOPE
(H:V)
FLOW DEPTH
(FT)
LINER
1
0.35
16.28
4.6
2
3:1
3:1
0.55
NA C125
2
0,47
1.13
4.6
2
3:1
3:1
0.22
NAG SC150
3
0,49
14.52
2.1
2
3:1
3:1
0.81
NAG SC150
4
1.34
4.91
1.2
2
3:1
3:1
.60
NAG SC150
5
0.48
0.57
1.2
2
3:1
3:1
0.22
NA C150
B
1.33
1.59
2.3
2
3:1
3:1
6.32
NAG SC150
7
1.09
3.30
0.7
10
3:1
3:1
0.26
NA SC150
8
0.90
1.07
4.5
2
3:1
3:1
0.21
NAG SC150
9
0.27
0.32
2.7
2
3:1
3:1
0.12
NAG SC150
10
C59
8.92
0.7
3:1
3:1
0.80
NAG SC150
11
1.66
3.04
Ti
2
3:1
3:1
0.45
NAG SC150
12
0.35
0.42
.5
2
3:1
3:1
0.17
NAG SC150
13
1.80
2,15
1.0
2
3:1
3:1
0.46
NAG C150
14
2:41
4.41
1.0
5
3.1
3:1
0.45
NAG SC150
15
2.27
2.71
1.17
2
3:1
3:1
0.49
NAG SC150
SCALE 1 "=100�
0 1001 2o0R
ID i DATE I DESCRIPTION
ISSUE DATE: 08.13.12
PROJECT #: 00906.000
DRAWN BY: D.A.
CHECKED BY: B.O.
© 2012 SfL+a Architects, PA
All Rights Reserved
LOW -DENSITY
SWALE DESIGN
P LAN
REV. 01105
*SWALES HAVE BEEN DESIGNED USING RAINFALL INTENSITY FOR THE 10-YEAR STORM PER TABLE 8.03C OF
THE NCDENR EROSION CONTROL MANUAL. (FAYETTEViLLE REGION : 7.96 III
*'TOTAL FLOW INCLUDES FLOW FROM ALL CONTRIBUTING DRAINAGE AREAS.
C-408
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