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L_ -- -- \ `� p % `\ \ \ _ -' �� 1 SARAH RAY \ v5E \
/ NOT INCLUDE THE \ �\ R C \ `\TR E__ -- < I \ f F �� `- -
/ 20 TOWN OF F0 ggAy- _ _ ` E f �1 T A. \ J \
/ PLACEMENT, I BU ';� "r BI IVTI "-----~\ _ _ : ���. DB 10002, PG. 10 74 \
_ � � �, � � GK F PG, 526 ���
VAR NA PU C P -, !�
/ INSTALLATION OR ANY '' �` S --
IN '�- _'`�_ �� �' ,�..-4 BM 1991, PG. 526 � � L1.G �1� � U. p
/ UTILITY EASEMENT -\ - .� _ -'; - T '?�-7 �� / ! \ \ 8v 1G g� ,9
CONS TRUC TION \ \ -_\ ,3 - --Ill--._ - E
` _ - 5 �'� �-" ,� PIN# 0658.04- 90- 036 7 \ p8 19 p� ��0
AC TI VI TES FOR THE Nom\ \ - - 11
- / ,� ,N, /F
F `= ;_ _ ; -- / i ZONING: R40
� 0� 0658NG . PNS
RONALD E. DRI VER, d w1 �\VQ 4 W f/ / / r \ ONI �1 PG G
MOBILE CLASS ROOM X14\ T -y--- �`- _ - ---�`� �- RVT GENE 1\4Li ION, JR., and wife, \ USE: SINGLE FAMILY RESIDENCE \ P1�# 2�L
PHYLLIS J. DRIVER �� �` �l'I'N L/ R/�A - ^.... 4 2 /�� FAY C NEWTON J�,�F L'(' ��
1 AREA OR MOBILE DB 6740, PG. 617 �-------_._ M/TS / 4 (T�T4�, E \ \ � NI pll I 21
I CLASS ROOM UNITS. BM 1994 PG. 1809 20' TOWN Of FUQUA -�\ '4880 J / DB 35624 PG. 586 \ \ G� F PG • 52° �9
I Q -��_ , �1 / . - \ \I- v, , �1, PG X52 , -
BM 1995, PG. 999 VARINA PUBLIC oC) I 1 8M 1985, PG. 917 \ \ w 1 91, ,gG a —
I PIN 065 7.02 - 8 9 - 3 708 UTILITY EASEMENT �G _ _ 7 1 p 3 19 0 ?, N
# -v PIN# 065 7.02 89 82 \ \ 80 58- G- P� _. - DEREK RA
- - a ZONING: R20 z � ZONING: R20 \ \ oligo J PG , , - � SARAk
. - - - - - - -- � \ USE: POND � .e \ P\<�1 Z 11 � DB 10002,
. ! - - _- I _ _._- - v USE. SINGLE FAMILY RESIDENCE
-,
\ a - \ \ PIN# 0658.b
� v \ �" #l_ONINC
\\
1N .INDEX .
SITE DATA N TDRAV'V GI I.. 51 T� DATA_
SITE��S
Z E RD.
0
y
01 �� �
C "�
a-- J�
© �0�P
•
� k�
P-
J
VVIL_80o R° .
VICINITY MAP
(NOT TO SCALE)
PR...
O.1
E-27 ELEMENTARY SCHOOL
. ­ IJE1.CT:
WCPSS PROJECT #.:
859-0612
.. OWNER:
WAKE COUNTY BOARD OF EDUCATION
OWNER CON TA C T.
CHUCK FRENCH
COMPUTER .CLASSROOMS:
WAKE CO. PUBLIC SCH OOL SYSTEM
SPECIAL PROGRAM CLASSROOMS.
1551 ROCK QUARRY ROAD
VISUAL ARTS CLASSROOM:
RALEIGH, NC 27610
MUSIC CLASSROOM:
919-508-9049
DESIGNER:
CLH DESIGN, PA
DESIGNER CON TA C T.
RENEE PFEI FER
CHILD NU TRI TION:
MACGREGOR PARK
125 EDINBURGH SOUTH, SUITE 310
11
CARY, NC 27511
PHONE: [phone]
FAX: 919=319- 7516
PROJECT ADDRESS:
0 HERBERT AKINS ROAD, FUQUA Y- VARINA, NC
PIN: I I 1
0658.04=81-2183
ZONING:
R-40
EXISTING USE:
AGRICULTURAL
PROPOSED USE:
INS TI TUTIONAL/EDUCATIONAL
TRACT AREA:
44.015 AC.
TOTAL BUILDING AREA:
73,51 1 SF.
BUILDING SETBACKS:
FRONT YARD= 35'
SIDE YARD= 75'
REAR YARD= 30'
TOTAL IMPERVIOUS AREA:
6.73 AC. ( 293,160 S.F.)
. I . L
. 1.
I . I I
I I
VEHICULAR SURFACE AREA:
15 7, 390 (3.61 ACRES)
IMPERVIOUS SURFACE AREA:
291,065 SF (15.27)
DISTURBED AREA:
29.60 ACRES
GENERAL CLASSROOMS:
43
COMPUTER .CLASSROOMS:
1
SPECIAL PROGRAM CLASSROOMS.
4
VISUAL ARTS CLASSROOM:
1
MUSIC CLASSROOM:
1
PRE -K CLASSROOM: I
1
MEDIA CENTER:
1
CHILD NU TRI TION:
1
TOTAL CLASSROOMS: 53
PHYSICAL EDUCATION OFFICE:1
PSYCHOLOGIST/ SOCIAL WORKER OFFICE: 4
ADMINISTRATIVE OFFICES: 7
TO TA L OFFICES: 12
PARKING REQUIREMEN TS:
PARKING CODE: 1 SP / CLASSROOM AND ADMINISTRATIVE OFFICE
TOTAL CLASSROOMS AND ADMINISTRATIVE OFFICES: 65
TOTAL SPACES REQ'D., 65
TOTAL SPACES PROVIDED: 1,37
TOTAL H/C SPACES REQ'D: 5 (WITH 1 BEING VAN ACCESSIBLE)
TOTAL H/C SPACES PROVIDED: 6 (WITH 1 BEING VAN ACCESSIBLE)
CO.1 OVERALL PIAN
C1.1 -C1.5 SITE STAKING PLAN- AREA 1- AREA 5 A AND B
C2.1 -C2.5 SITE EXISTING CONDITIONS AND DEMO PLAN- AREA 1 -AREA 5 A AND B
C3.1- C3.5 SI TE GRADING PLAN- AREA 1 -AREA 5 A AND B
C4.1 -C4.5 SITE EROSION CONTROL PLAN- AREA 1 -AREA 5 A AND B
C5.1- C5.5 SITE UTILITY PLAN- AREA 1 -AREA 5 A AND B
C5.6-05.8 SITE SANITARY SEWER PLANS AND PROFILES
C5.9-05.10 OFF-SITE . WATER PLANS AND PROFILES
C6.1 -C6.4 SITE LANDSCAPE PLANS- AREA 1 -AREA 5 A AND B
C7.1 -C7.11 SITE DETAILS
C8.1 -C8.2- HERBERT AKINS ROAD PLAN AND PROFILE
SUPPLEMENTARY SHEETS FOR PERMITTING PURPOSES ONLY
(NOT INCLUDED IN BID SET
SITE LIGHTING PLAN
C8.3 OVERALL STREAM IMPACT MAP
A2.1 BUILDING ELEVATIONS
A2.2 BUILDING ELEVATIONS
GRAPHIC SCALE
100 0 50 100 200
1 1 1 1
( IN FEET )
1 inch = 100 ft.
Small Kane Architects, PA
3105 glenwaad ave
suite 100
ralelgh, nc 27612
919-833-1994
fax [phone]
BID DOCUME T
1.
CLH DESIGN, P.A.
MacGregor Park
125 Edinburgh South
Suite 310
Cary, North Carolina 27511
Phone: [phone]
Fax: [phone]
UGH UUL UXU U LM
� I . FUaUAT- VAfRINA, NGP \ t \ A �: ��14
A" I '. * t, .T
I iiii, � ­-, -
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o � 4 T*%
E61 qz�;, 0k I _;,�,eo16
400
ARCHITECT'S PROJECT NO, 010341.00
GLH PROJECT NO. 06-129
SITE
OVERALL STREAM
IMPACT PLAN
o 20PI 5MAI-i1l.. KANE ARCHITECTS, .''..... I.PA. I I...Ai-I COPYRI­ IGHT RIGHT5 RE5ERYF_D1.. 12 FEBR.: 1.. -UARY 2008

u ..
architecture
planning
FOREBA Y Interior design
1 I •
t �
i
Small Kane Architects, PA
WETLAND ,
ADDITIONAL i
OU TLE ! _, r
r ''� � 3105 gl ®nwood ave
DETEN TI ON — — `� sate 100
r raleigh, nc 276.12
• i AREA
�`� ` •.,/'� 919- 833 -1994
fax [phone]
rc
.. ' •` ° i
•
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►•• .�r.'
Q 10(OCUMIENT�
J.
TTAL
�3:) LP-)
, ...
. .
�...•..•/ - MARS
DETENTION
i WETLAND 82
DETENTION
WETLAND 81 e
...IAA
WET AN 'd:... .•:•..;..... \ \ � .
L D �..
OUTLET
C A
1
d o •F
DEEP °
• �' - 684
POOL .W
W
GO R Y S. ��•��
I 1 t �\\
1 t D8
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-
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EMERGENCY --,..."
SPILL WA Y
i t
1 ° 1
� t
� J
� t
-� FOREBA Y
o t
ADD 4" OF TOPSOIL THROUGHOUT S TORM WA TER WETLAND AREA. TOPSOIL ADD 4" OF TOPSOIL THROUGHOUT S TORM WA TER WETLAND AREA. TOPSOIL
SHALL BE PLACED WITHIN THE SHALLOW LAND SHALLOW WATER AND DEEP
SHALL BE PLACED WITHIN THE SHALLOW .LAND, SHALLOW WATER AND DEEP
t POOL AREAS AND ADHERE TO THE FOLL O IMNG REQUIREMENTS. POOL AREAS AND ADHERE TO THE FOLLOWING REQUIREMENTS:
1. THE SOIL MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR 1. THE SOIL MUST BE UNIFORM AND FREE OF STONES, STUMPS, ROOTS, OR
t
OTHER SIMILAR MATERIAL GREATER THAN 2 INCHES.
OTHER SIMILAR MATERIAL GREATER THAN 2 INCHES.
2. SOIL TEXTURE SHALL BE A LOAMY SAND, WITH NO MORE THAN 10% 2. SOIL TEXTURE SHALL BE A LOAMY SAND WITH NO MORE THAN 1090
i CLAY (USDA SOIL TEXTURAL CLASSIFICATION). CLAY (USDA SOIL TEXTURAL CLASSIFICATION).
3. A MINIMUM ORGANIC CONTENT OF 1090 BY DRY WEIGHT. 3. A MINIMUM ORGANIC CONTENT OF 10% BY DRY WEIGHT.
4. THE PH SHALL BE BETWEEN 5.5 AND 7.0. 4. THE PH SHALL BE BETWEEN 5.5 AND 7.0. CLH DESIGN,
MacGregor Park
125 Edinburgh South
Suite 310
Cary, North Carolina 27511
Phone: (919 ) 319 -6716
Fax: (919 ) 319-7516
lismalikane,
NOTE: WETLAND AREA WILL NEED TO BE DRAINED ONE DAY PRIOR TO PLANTING. A WILL NEED TO BE DRAINED ONE DAY PRIOR TO PLANTING,
[P= 2 -7
TLAND TREE LIST SHALLOW RSH PLANT Lis WETLAND TREE LIST SHALLOW RSH PLANT LIST ELEMENTAUIU
o
KEY
QTY
PLANT NAME
SIZE
:.:.:.:•'•:•:•,••...'.;.:
21
POND CYPRESS
2 -112" CAL.
• • : ... -. • :.
SAGITTARIA LANCIFOLIA - NARROWLEAF SAGITT.
TAXODIUM ASCENDONS
B &B
• _ • ...• .. _.
21
RIVER BIRCH
2 -112" CAL,
1, 944 SF
GOLDEN CLUB - ORONIICUM AQUATICUM
BETULA NI GRA
B&B
6,867 SF
20
BALD CYPRESS
2-112" CAL.
CLETHRA ALNIFOLIA
SC /RPUS PUNGENS - COMMON THREE SQUARE
TAXODI UM DI STI CHUM
B&B
*
20
WA TER TUPELO
2-112" CAL.
ILEX VERTICILLATA
48
N YSSA., AQUA TI CA
B &B
KEY
PLANT NAME
Qry,
REMARKS
:.:.:.:•'•:•:•,••...'.;.:
IRIS VIRGINIANA -BLUE FLAG
35
QUART CONTAINERS
• • : ... -. • :.
SAGITTARIA LANCIFOLIA - NARROWLEAF SAGITT.
35
LANDSCAPE ARCHITECT
• _ • ...• .. _.
SAURURUS CERNUUS - LIZARD'S TAIL
35
TO APPROVE LOCATIONS
1, 944 SF
GOLDEN CLUB - ORONIICUM AQUATICUM
35
IN THE FIELD.
6,867 SF
CAREX STRICTA - TUSSOCK SEDGE
35
2-112" CAL.
CLETHRA ALNIFOLIA
SC /RPUS PUNGENS - COMMON THREE SQUARE
35
B &B
*
10
WATER TUPELO
2-112 " CAL.
ILEX VERTICILLATA
48
1 GALLON CONTAINERS
B &B
CEPHALANTHUS OCCIDENTAUS
qs
LANDSCAPE ARCHITECT
IN THE FIELD.
ITEA VIRGINICA
46
TO APPROVE LOCAAONS
SHOWN ON THE PLAN)
IN THE FIELD.
(THESE PLANTS ARE IN ADDITION TO TREES
348 TOTAL
SHOWN ON THE PLAN)
PLANTS
KEY
QTY
PLAN T NAME
SIZE
:.:.:.:•'•:•:•,••...'.;.:
10
POND CYPRESS
2-112" CAL.
• • : ... -. • :.
SAGITTARIA LANC/FOLIA - NARROWLEAF SAGI TT.
TAXODI UM ASCENDONS
B &B
• _ • ...• .. _.
11
RIVER BIRCH
2 -1/2" CAL.,
1, 944 SF
GOLDEN CLUB - ORONIICUM AQUATICUM
BETULA NIGRA
B&B
3,537 SF
1 p
BALD CYPRESS
2-112" CAL.
CLETHRA ALNIFOLIA
SCIRPUS PUNGENS — COMI4ON THREE SQUARE
TAXODI UM DI S UCHUM
B &B
*
10
WATER TUPELO
2-112 " CAL.
ILEX VERi1CILLATA
24
N YSSA AQUA TI CA
B &B
KEY
PLANT NAME
QTy,
REMARKS
:.:.:.:•'•:•:•,••...'.;.:
IRIS VIRGINIANA -BLUE FLAG
18
QUART CONTAINERS
• • : ... -. • :.
SAGITTARIA LANC/FOLIA - NARROWLEAF SAGI TT.
18
LANDSCAPE ARCHITECT
• _ • ...• .. _.
SAURURUS CERNUUS - LIZARD'S TAIL
18
TO APPROVE LOCATIONS
1, 944 SF
GOLDEN CLUB - ORONIICUM AQUATICUM
18
IN THE FIELD.
3,537 SF
CAREX STRICTA - TUSSOCK SEDGE
18
1 GALLON CONTAINERS
CLETHRA ALNIFOLIA
SCIRPUS PUNGENS — COMI4ON THREE SQUARE
18
LANDSCAPE ARCHITECT
VACC/NIUM CRASSIFOLIUM
51
LANDSCAPE ARCHI TECT
ILEX VERi1CILLATA
24
1 GALLON CONTAINERS
TO APPROVE LOCATIONS
CEPHALANINUS OCCIDENTAUS
24
LANDSCAPE ARCHITECT
IN THE FIELD.
TEA VIRGINICA
24
TO APPROVE LOCH TIONS
SHOWN ON THE PLAN)
IN THE FIELD.
(THESE PLANTS ARE IN AIaDIT/ON TO TREES
180 TOTAL
SHOWN ON THE PLAN)
PLANTS
WAKE COUNTY PUBLIC
SCHOOL SYSTEM
F AY- VARINA, NC
ARCHITECT'S PROJECT NO. 070341.00
GLH PROJECT NO. 06 -129
r%rr-n Al A n c► ► ni A IL IT I ►e"-r DEEP POOL PLANT LIST r%rrM A .. ff, do".. M. .. I-.- ..do- T WEEP P001 PI ANT I/, T (c,n97M�nrr n nnn
M'S MFr TAI= ■. ®7 :/ MM: ■&T1�M I&7 l »fAWj�I /� ■"Z7��JMW /■► \/�0�7 - - ■!rn-i011010E- OWM0,791NV ■111
' war �� i...� ■ � � ■ w w w �► �r ■ ■ ■ f�i w • � ■ i� ■ i/ ■
KEY
PLANT NAME
Q TY.
REMARKS
:.:.:.:•'•:•:•,••...'.;.:
NUPHAR LUTEUM - SPADDERDOCK
58
QUART CONTAINERS
• • : ... -. • :.
PEL TANDRA VIRGINIANA - ARROW ARUM
58
LANDSCAPE ARCHITECT
• _ • ...• .. _.
JUN CUS EFFU SUS - SOFT RUSH
58
TO APPROVE L OCA T ION S
1, 944 SF
SCHOENOPLECTUS TABERNAEMONTANI -
58
IN THE FIELD.
7, 728 SF
SOFT STEM BULRUSH
19
1 GALLON CONTAINERS
CLETHRA ALNIFOLIA
52
1 GALLON CONTAINERS
LANDSCAPE ARCHITECT
VACC/NIUM CRASSIFOLIUM
51
LANDSCAPE ARCHI TECT
I TEA VIRGINICA
52
TO APPROVE LOCATIONS
(THESE PLANTS ARE IN ADDITION TO TREES
97 TOTAL
IN THE FIELD.
(THESE PLANTS ARE IN ADDITION TO TREES
387 TOTAL
SHOWN ON THE PLAN)
PLAN TS
KEY
PLANT NAME
QTy.
REMARKS
:.:.:.:•'•:•:•,••...'.;.:
SAGITTARIA LA77FOLIA - DUCK POTATO
20
QUART CONTAINERS
• • : ... -. • :.
NUPHAR LUTEUM - SPADDERDOCK
20
LANDSCAPE ARCHITECT
• _ • ...• .. _.
HYMENOCALIS LIROSOME - SPIDERLILY (BULBS --
PLANT IN 2' OR LESS DEPTH OF WA TER)
19
TO APPROVE LOCATIONS
IN THE FIELD.
1, 944 SF
SCHOENOPLECTUS TABERNAEMONTANI -
27
IN THE FIELD.
3.609 SF
CLETHRA ALNIFOLIA
19
1 GALLON CONTAINERS
CLETHRA ALNIFOLIA
VACC/NIUM CRASSIFOLIUM
19
LANDSCAPE ARCHITECT
VACC/NIUM CRASSIFODUM
24
TO APPROVE LOCA 17ONS
ITEA VIRGINICA
24
IN THE FIELD.
(THESE PLANTS ARE IN ADDITION TO TREES
97 TOTAL
IN THE FIELD.
SHOWN ON THE PLAN)
PLANTS
v S.. mom / 1 r of 11 1% ✓ / I IF Ana 11 IN L.. /
KEY
PLANT NAME
QTY.
REMARKS
:.' .:.:.:• :• :• ; :• :..:.:. •
NUPHAR LUTEUM - SPADDERDOCK
27
QUART CONTAINERS
: • ::.:. • ... • • • • : • :. •
PELTANORA VIRGINIANA —ARROW ARUM
27
LANDSCAPE ARCHITECT
• •
... -
JUNCOS EFFUSUS —SOFT RUSH
27
TO APPROVE LOCA110NS
• • • •
SCHOENOPLECTUS TABERNAEMONTANI -
27
IN THE FIELD.
3.609 SF
SOFT STEM BULRUSH
CLETHRA ALNIFOLIA
24
1 GALLON CONTAINERS
1 GALLON CONTAINERS
VACC/NIUM CRASSIFODUM
24
LANDSCAPE ARCHITECT
ITEA VIRGINICA
24
TO APPROVE LOCA710NS
IN THE FIELD.
(THESE PLANTS ARE IN AODIAON TO TREES
180 TOTAL
SHOWN ON THE PLAN)
PLANTS..
KEY
t
PLANT NAME
QTY,
REMARKS
:.' .:.:.:• :• :• ; :• :..:.:. •
SAGITTARIA LA 77FOLIA - DUCK POTATO
11
QUART CONTAINERS
: • ::.:. • ... • • • • : • :. •
NUPHAR LUTEUM - SPADDERDOCK
11
LANDSCAPE ARCHITECT
• •
... -
HYMENOCALIS LIROSOME -• SPIDERLILY (BULBS --
10
TO APPROVE LOCATIONS
• • • •
PLANT IN 2' OR LESS DEPTH OF WA TER)
IN THE FIELD.
1, 071 SF
CLETHRA ALNIFOLIA
10
1 GALLON CONTAINERS
VACC/NIUM CRASSIFOLIUM
11
LANDSCAPE ARCHITECT
TO APPROVE LOCATIONS
IN THE FIELD.
(THESE PLANTS ARE IN ADDITION TO TREES
53 TOTAL
SHOWN ON THE PLAN)
PLAN TS
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►rH ►► BARS "N".-. BAR-$ ►►Z►► BARS � 9rr REINF. STEEL LBS. 555
WING ELEVATION SHEET 1 GF 2 SHEET 2 OF 2
"H"I "N") & "Z" BAR DIMENSIONS ARE OUT TO OUT. CON./R.C. CU. YDS 7.1 8 . 39, 838 . 39
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CONST. JT. B1
SECTION - BB SECTION AA
T
ELEVATION SEE STD.# 838.45 FOR GENERAL NOTES.
-__
BILL OF MATERIAL FOR ENDWALL
REINF. STEEL 1 PIPE mi
__
2 6►► _ ' S' -Orr T 1 TOP & BOTTOti1 B R ZE LENGTH J
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H BARS N BARS Z BARS
WING ELEVATION CON./C.S. CU. YDS _ _ 7.5 _ SHEET 2 GF 2
"H ", "N", & "Z" BAR DIMENSIONS ARE OUT TO OUT.
- 1838m39
C� 2001 SMALL KANE ARCHITFGTB, I'A, ALL COPYRIGHT RK�4 -ITS R-SERVrP.
I
id"953

ANCHOR TEMPORARY PLA TE /BOARD TO
STRUCTURE, ATTACH FLEXIBLE PIPE TO
ORIFICE, SIZE OF ORIFICE TO MATCH
SKIMMER. 1111,111, IIIIIIIIIIIIIIIIIIIIIillillillillilI
co
TEMPORARY FAIRCLOTH SKIMMER
OR APPROVED EQUAL. Y
DIAMETER: 3"
R
0
FLEXIBLE PIPE —�
REMOVE SKIMMER do TEMP. 3'' 0"
PLA TE /BOARD ONCE 8
BASIN IS REMOVED AND
IS NO LONGER UTILIZED. R
�o
CONNECT SUBDRAIN COLLECTION
SYSTEM, GROUT TO
PROVIDE WATERTIGHT SEAL.
TEMPORARY SEDIMENT BASIN NOTES:,
PLAN VIEW
1. INSPECT DEVICE AFTER EACH RAINFALL. REMOVE SEDIMENT WHEN SEDIMENT REACHES A
DEPTH OF NO MORE THAN ONE-HALF THE HEIGHT OF THE RISER.
2. CLEAN SKIMMER WHEN DEVICE NO LONGER DRAINS PROPERLY:
3. PROVIDE PAINT MARK ON RISER AT 12" HEIGHT. CLEAN AND REPAIR ONCE SEDIMENT
REACHES MARK.
4. INSTALL ALL COMPONENTS OF POND EMBANKMENT, OUTLET STRUCTURE, SKIMMER,
EMERGENCY SPILLWAY, ETC. (UNLESS NOTED) PRIOR TO BEGINNING CLEARING OPERATIONS.
5. REMOVE ALL TRASH AND OTHER DEBRIS FROM RISER AND POOL AREA
r"CRJrGI� I VC VICVV
FABRIC FOLDED
OVER HORIZONTAL
POS T
HORIZONTAL POST
FENCE AND FABRIC °
BURIED IN TRENCH
,\ r
6 "x6" TRENCH
BACKFILLED AND I as
COMPACTED
iL ■
SECTION AT OPENING
.-EL FENCE POST AT LEAST 18"
IN ►v 3vL►D GROUND.
2. WOOD POSTS ARE NOT ACCEPTABLE.
3. USE STAPLES 1' APART TO ATTACH FABRIC
TO "HOG WIRE
4. BAFFLE SPACED AS PER APPROVED PLAN.
CONCRETE SLAB
MANHOLE RING AND COVER
14 BARS 8 "0. C. E. W.
in 8» 8»
TOP SLAB ELEV: 398.42' �--1 I -----1
SIORETEN 77ON 14 REBAR 6" O.C. E.W. NOTE:
OPEN - THROAT OUTLET IN EACH OPENING
Y
co -.. -� ... - - PROTECT. PLAN 71NG SOIL WITH PERIMETER
SILT FENCE AND INSTALL SOD ON SIDE SLOPES,
RIM ELEV: 396.50'
_ UTLET ROPE FOR ACCESS TO
BARREL SKIMMER FOR MAINTENANCE REMOVE SILT FENCE AND DRAINAGE FABRIC
TOP SOD ELEV: 395.50
ONCE SITE I S STABILIZED LI ZED WM TH PERMANENT
GROUND COVER.
TEMP. FAIRCLOTH SKIMMER .
OR APPROVED EQUAL.
DIAME TER: 3"
REMOVE SKIMMER & TEMP.
3'- 0" PLAN 77NG SOIL
PLA T 190ARD ONCE
BASIN IS REMOVED AND
IS NO LONGER U TIUZED.
8 CONNECT SUBDRAIN COLLECTION
oil SYS TFM, GROU T TO OUTLET STRUCTURE NOTES:
PROVIDE WATERTIGHT SEAL.
--- 1. ALL STRUCTURES OVER 3' -6" IN DEPTH TO BE
PROVIDED WITH STEPS l-2" ON CENTERS. STEPS
SHALL BE IN ACCORDANCE WITH STANDARD 840.66.
OUTLET 2. CLASS "'A" (3,000 PSI) CONCRETE TO BE USED.
BARREL
3. ALL MOTOR JOINTS ARE 112" f 1/8"
4. FORMS ARE TO BE USED FOR THE CONSTRUCTION
OF THE BO T TOM SLAB.
BOTTOM TOM OF TEMPORARY f2 "-` 1 12 �-.-
SEDIMENT BASIN ELEV =392.5
N
OUTLET STRUCTURE
SCALE. N. T. S.
R'
osTs�� BOTTOM OF BAFFLE IN
S TRENCH AND TRENCH ,
FILLED WITH SOIL AND
iOEq.,Nc COMPACTED
pli1xi •
TOP OF BAFFLE SHALL BE 6 to
BELOW THE RIM OF OU TL T
STRUCTURE
HOG WIRE ATTACHED -J'
TO POSTS WITH LENGT,tIS
OF WIRE 7—HORIZONTAL METAL POST
WIRED SECURELY TO
VER TICAL POSTS
BAFFLE INSTALLATION - STEP 1
5. BAFFLE FABRIC SHALL WOVEN JUTE NET. BAFFLE INS TA LL A TION
3' MIN 3'- 0" 12"
LEVEL SPREADER
3 TOP ELEV = 392.8'
11
N
6"
SPREADER CHANNEL
LONGITUDINAL SLOPE (0 %)
cfl
COMPA C TED
SUBGRADE
SECTION A - A
TOP ELEV = 392.80' (SAME ELEVATION ACROSS ENTIRE LEVEL SPREADER)
BERly 50
age
N
c>J
#4 REBAR 2500 PSI
8 0. C. E. W CONCRETE
SECTION B-9
SCALE: N.T.S.
3'- 0"
TOP ELEV = EXIST GRADE
#4 REBA R
8" 0. C. E. W.
2500 PSI
CONCRETE
LEVEL SPREADER
NA TURAL GROUND
3" #5 7 WA SHED S TONE
ON FIL TER FABRIC
BERM
SPREADER CHANNEL
LONGITUDINAL SLOPE
BAFFLE INSTALLATION - STEP 2
EXTERIOR fv, ,�
PRINCIPAL SPILL WA Y
SLOT, NO. OF SIDES= 4
OUTLET
R
C4
■I
III II -- II -- 11= I1�11�11 =�
VEGETATIVE FILTER & EXTERIOR LEVEL SPREADER PLAN VIEW
PLANTING SOIL BED
SURFACE AREA (SF)
REQUIRED
.PROVIDED
4211
4490
E?IORETENTION AREA MAINTENANCE SCHEDULE
DESCRIPTION
METHOD
FREQUENCY
SEASON
SOIL
INSPECT AND REPAIR
VISUAL
MONTHLY
ALL
EROSION
MINIMUM
PHOSPHORUS (P2 05)
75 LBS.
ORGANIC LAYER
RE -MULCH ANY
BY HAND
WHENEVER NEEDED
ALL
VOID AREA
SOLUBLE SAL TS
500 PPM MAXIMUM
4" PERFORATED HOPE PIPE.
REMOVE PREVIOUS MULCH
BY HAND
ONCE EVERY
SPRING
LAYER BEFORE APPLYING
590
2 -3 YEARS
SECTION
NEW LAYER (OPTIONAL)
8590
L E VEL SPREA
DER
ADD MULCH
BY HAND
ONCE PER YEAR
SPRING
PLANTS
REPLACE. ANY DEAD OR
SEE PLANTING
TWICE PER YEAR
MAR 15 -APR 30
DISEASED VEGETATION
SPECIFICA110NS
OCT 1 - NOV 30
CONSIDERED BEYOND
TREATMENT
TREAT ALL DISEASED
MECHANICAL
WHENEVER NEEDED
ALL
PLANTS NOT TO BE REMOVED
OR BY HAND
WATER PLANT MATERIAL
BY HAND
IMMEDIATELY AFTER
N/A
AND END OF EACH DAY
COMPLETION OF
FOR 14 CONSECUTIVE
PROJECT
DAYS AFTER PLANTING
REPLACE SUPPORT
BY HAND
ONCE PER YEAR
SPRING
STAKES
REPLACE DEFICIENT
BY HAND
WHENEVER NEEDED
ALL
STAKES OR N?RES
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE UNTIL SUBSTANTIAL COMPLETION
AT WHICH TIME OWNER WILL' ASSUME MAINTENANCE RESPONSIBILITY.
LANDSCAPE WARRANTIES SHALL APPLY TO BIOREIENTION AREA PLANTINGS.
TOP ELEV= 397.92'
PRINCIPAL SPILLWAY ELEV= 396.50'x_
--12" SHALLOW PONDING --e-
* * ***\k L -
TOP OF SOD ELEV= 395.50'
24 -IN PLANTING SOIL BED
PLACE IN 12" LIFTS
L OOSEL Y COMPA C TED
4" WASHED SAND
` L NON - WOVEN FIL TER FABRIC
. .
8 -IN X57 WASHED STONE
I-
SUB-DRAIN
4" HDPE PERFORATED PIPE
WRAPPED IN NON - WO VEN
BIORETEN TION SECTION GEOTEXT /LE FABRIC.
N. T. S.
J
0
50 LF
EXTERIOR 'v
LEVEL SPREADER
0
1, 0�'
FL 0 W FROM
SPILL WAY
C
VEGETATIVE FILTER SECTION C - C
LAWN SEEDING AND SHRUBS,
SEE SHE E T C6.1 FOR
EXTEND TO ADDITIONAL INFORMATION.
CONSTRUCTION
LIMITS
f a 3\ TEMPORARY LIN
N \ \ \ \ \ \1/\
\ I SEE DETAIL SHE
TER STRIP
50# FIL
CLEANOUT, TYP,
ARC OUTLET
LEVEL SPREADER
TOP ELEV= 396.00' 1 ;�5_
IF—
do
EMERGENCY SPILL WA Y
N. T. S.
#4 REBAR
8" O.C.E. W.
ASeBUILT SURVEY REQUIREMENTS
NOTE:: CONTRACTOR SHALL PROVIDE AS -BUILT TOPOGRAPHIC
SURVEY PERFORMED BY A PROFESSIONAL LAND SURVEYOR
CERTIFYING EACH 810- RETENTION AREA DIMENSIONS,
ELEVATIONS, OUTLET STRUCTURE INVERTS, ORIFICE DIAMETER,
PIPE SIZES AND CLEANOUT LOCATIONS. TOPOGRAPHY SHALL
EXTEND 20 FEET OUTSIDE LIMITS PLANTING BED.
PLANTING SOIL BED MIXTURE
pH RANGE
5.2 TO
7.00
12" CLASS A S TONE
(050=4'**) ON FILTER
P -INDEX
< 50
FABRIC
MAGNESIUM
35 LBS.
PER ACRE,
MINIMUM
PHOSPHORUS (P2 05)
75 LBS.
PER ACRE,
MINIMUM
POTASSIUM (K20)
85 LBS.
PER ACRE,
MINIMUM
SOLUBLE SAL TS
500 PPM MAXIMUM
4" PERFORATED HOPE PIPE.
CLA Y
5%
CONNECT TO BIO- RE TEN TION
SI L T
590
SECTION
SAND
8590
L E VEL SPREA
DER
HARDWOOD MULCH
590
NOTE: HARDWOOD MULCH SHALL BE SHREDDED AND
INTERIOR
LEVEL
SPREADER PLAN VIEW
12" CLASS A S TONE
(050=4'**) ON FILTER
LONGITUDINAL SLOPE
FABRIC
OF SPREADER SHALL
BE LEVEL (0X)
12 ►' RADIUS= 10.5'
N
DEPTH =6"
SPIN
3
FLOW
STORM DRAIN
WRAP FIL TER
FABRIC AROUND
LEVEL SPREADER SUB -DRAIN
STONE
#57 WASHED
2500 PSI
CONCRETE
N
_ COMPAC TED
SUBGRADE
WRAP FIL TER
FABRIC AROUND
LEVEL SPREADER SUB -DRAIN
STONE
4" PERFORATED HOPE PIPE.
CONNECT TO BIO- RE TEN TION
SUBDRAIN SYSTEM.
SECTION
IN TERIOR
L E VEL SPREA
DER
N, T. S.
r'

POND SCHEDULE
POND NUMBER
B1
82
A (FT)
369.00
383.00
B (FT)
3 72, 00
386.00
C (FT)
373.00
386.67
D (FT)
374.00
387.00
E (FT)
375.92
388.92
F (FT)
375-00
388.00
G (FT)
376.00
389.00
H (FT)
364.00
382400
i (FT)
5.0
4.0
J (FT)
4.0
4.0
K
90LF18 "RCP
47LF15 "RCP
L (FT)
8.0
8.0
M (IN)
12
12
N (IN)
18
18
O (IN)
12
12
P (IN)
18
12
Q (IN)
2
1.5
R (1N)
6
4
S (IN)
6
2.5
T (FT)
374.00
286.67
W (FT)
368.00
382.00
V (FT)
371.50
385.67
W (F'T)
371.50
385.50
2 -YR STORM ELEV.
372.91
386.72. #
10 -YR STORM ELEV.
373.53'
387,08'
100 -YR STORM ELEV
374.48'
387.96'
TEMPORARY FAI RCL 0TH SKIMMER
OR APPROVED EQUAL.
DIAMETER: S
FLEXIBLE PIPE
X
PR /MARY SPILLWAY
OR /LL OPENING IN END
CAP. DIAMETER: 0
Y
CONNECT FLEXIBLE PIPE
TO POND DRAIN. GA TE
VALVE SHALL REMAIN
OPEN. REMOVE SKIMMER
ONCE POND IS NO LONGER
UTILIZED AS TEMPORARY "
SEDIMENT BASIN. 8
J
R
ao
0o
Fri
iI I �R�
TOP SLAB ELEV: E
PROVIDE TEMPORARY PRE - TREATED WETLAND OUTLET
WOOD OR GROUT AS NECESSARY OPEN - THROAT YARD INLET
TO BLOCK ORIFICE /WEIR UP
TO ELEV: T
RIM ELEV: 0
ROPE FOR ACCESS TO ,
SKIMMER FOR MAINTENANCE
i
� PRIMARY SPILL WA Y
TEMP.. FAIRCLOTH SKIMMER DRILL OPENING IN END
OR APPROVED EQUAL. CAMP. DIAMETER. Q
DIAMETER: S
4 PVC ---•-
.r•
CONCRETE SLAB
MANHOLE RING AND COVER
4 BARS 8 "0. C. E. W.
vi 8" 8"
i- ---I i-""-i
14 REBAR 6" 0. C. E. W.
IN EACH OPENI
3„
Z
EMBANKMENT
SLOPE
VALVE
STEM SUPPORT
EMBANKMENT
J
PRIMARY SPILLWAY
INVERT ELEV.: B 4 PVC TEE
4 "PVC
PRIMARY SPILLWAY
DRILL OPENING IN END
CAP. DIAMETER: Q
8M.
CONNECT. FLEXIBLE PIPE
TO POND DRAIN. GATE
VALVE SHALL REMAIN
OPEN. REMOVE SKIMMER
ONCE POND IS NO LONGER
UT]UZED AS TEMPORARY---"
`-+�- X SEDIMENT BASIN.
1DI AXI WFW BARREL .:OUTLET INVERT ELEV.: A -_
TEMPORARY SEDIMENT BASIN NOTES:
BOTTOM PSS= U
1. INSPECT DEVICE AFTER EACH RAINFALL. REMOVE SEDIMENT WHEN SEDIMENT REACHES A
DEPTH OF NO MORE THAN ONE -HALF THE HEIGHT OF THE RISER.
2. CLEAN SKIMMER WHEN DEVICE NO LONGER DRAINS PROPERLY.
J. PROVIDE PAINT MARK ON RISER AT 12" HEIGHT. CLEAN AND REPAIR ONCE SEDIMENT
REACHES MARK.
4. INSTALL ALL COMPONENTS OF POND EMBANKMENT, OUTLET STRUCTURE, SKIMMER,
EMERGENCY SPILLWAY, ETC. (UNLESS NOTED) PRIOR TO BEGINNING CLEARING OPERA71ONSO
5. REMOVE ALL TRASH AND OTHER DEBRIS FROM RISER AND POOL AREA BAFFEL NOTES:
1. DRIVE STEEL FENCE POST AT LEAST 18"
6. CLOSE POND DRAIN WHEN TEMPORARY SKIMMER IS REMOVED. INTO SOLID GROUND.
2. WOOD POSTS ARE NOT ACCEPTABLE.
3. USE STAPLES 1' APART TO ATTACH FABRIC
TO "HOG WIRE ".
4. BAFFLE SPACED AS PER APPROVED PLAN.
5. BAFFLE FABRIC SHALL WOVEN JUTE NET.
0
TS BO T TOM OF BAFFLE IN
FABRIC FOLDED s',1,�� TRENCH AND TRENCH
OVER HORIZONTAL �! FILLED WI TH SOIL AND TOP OF BAFFLE SHALL BE 6 "
POST D,o COMPACTED BELOW THE RIM OF OUTLET
HORIZONTAL POST ��c STRUCTURE
FENCE AND FABRIC
BURIED IN TRENCH
" r x6 " TRENCH ,
6 , 00
BACKFILLED AND
COMPACTED
■
SECTION AT OPENING
rtKSrtG 1l Vt VII= vv
E
EXTEND TO SLOP
HOG WIRE ATTACHED -1'
TO POSTS WITH LENGT S HORIZONTAL METAL POST
OF WIRE WIRED SECURELY TO
VERTICAL POSTS
BAFFLE INSTALLATION - STEP i
BAFFLE INSTALLATION
SCALE: N. T. S.
BAFFLE INSTALLATION - STEP 2
TOP OF EMBANKMENT ELEV.: G
I OUTLET
IBARREL
EMBANKMENT I
I
a
PVC DRAIN IMTH GATE
VALVE AND HAND WHEEL.
ANCHOR TO OUTLET S TRUC TURE.
VA VLE TO BE OPEN DURING
CONSTRUCTION.
DIAMETER. R
14 [4
MIN . MIN
ANTI -SEEP COLLAR
SCALE: N. T. S.
SECTION Y- Y
PROVIDE TEMPORARY PRE - TREATED
WOOD OR GROUT AS NECESSARY
TO BLOCK ORIFICE /WEIR UP
rO ELEV: T
TOP SLAB ELEV. E
WETLAND OUTLET
OPEN- THROA T YARD INLE T
RIM ELEV: D
SECONDARY SPILLWAY
INVERT ELEV.: C
MANHOLE RING AND COVER
PRIMARY SPILL WA Y
INVERT ELEV.: B
OUTLET STRUCTURE NO TES
1. ALL STRUCTURES OVER 3' -6" IN DEPTH TO BE
PROVIDED WITH STEPS l'-2" ON CENTERS. STEPS AV
SHALL BE IN ACCORDANCE WITH STANDARD 840.66.
2. CLASS "A" (3,000 PSI) CONCRETE TO BE USED,
3. ALL MOTOR JOINTS ARE 112 f 118"
4. FORMS ARE TO BE USED FOR THE CONSTRUCTION
OF THE BOTTOM SLAB.
#4 REBAR 6" O.C. E. W.
small
IN EACH OPENING
3"
ANCHOR REBAR
TO STRUCTURE
PERMANENT OU TLET STRUCTURE
SCALE: N. T. S.
ASsBUILT SURVEY REqUIREMLN1*5
NOTE: CONTRACTOR SHALL PROVIDE AS -BUILT TOPOGRAPHIC
SURVEY PERFORMED BY A PROFESSIONAL LAND SURVEYOR
CERTIFYING WET DETENTION POND AREA DIMENSIONS,
ELEVATIONS, OUTLET STRUCTURE INVERTS, ORIFICE DIAMETER,
PIPE SIZES AND CLEANOUT LOCATIONS. TOPOGRAPHY SHALL
EXTEND 20 FEET OUTSIDE LIMITS OF POND.
INSTALL SLOPE PROTECTION MATTING 12 ,
ON ALL SLOPES STEEPER THAN 6:1
AND FLOOR OF POND 41A1- 4�11WAEI I I I� I I
CONC. AN TI - SEEP
_ 100- YR STORM -
COLLARS, QTY: 2 T
EMER, SPILLWAY CREST ELEV.: F EMERGENCY SPILLWAY
yR S - III., - 3 INSTALL SLOPE PROTECTION MATTING
10- 3 I I• ,'- I - 1 N ALL SLOPES STEEPER THAN 6:1
OUTLET STRUCTURE 1r..- -!_� D
TAIL THIS ' .- .1111
6# SHALLOW LAND -2- YR ST SHEET E COMPACTED 4 - 0 (-�_ _ SEED & MULCH EMBANKMENT
ELEV: B 6 IMPERVIOUS FILL -� 1- 11-
- I PERMANENT POOL � �� � a � � _ SEE SEEDING SCHEDULE.
I IN T ERIOR EMBANKMEN T: B �` I I �' '� -
t� TOP --- �
PERMANEN T POOL TOP INTERIOR EMBANKMENT: B ---� �V. B -
ELEV: 8 3 1 WEIR ELEV: V
-- N
WEIRELEV: V � -- - - - - -- -- - - - -- - -- - - - - -- - - - - -- - - - - - -- --- - - - - -- -- -- - --- - -- -- - -- - - -- -
3 � DEEP POOL -
FOREBA Y
1 - FES OUTLET
1 PERMANENT SEDIMENT BARREL OUTLET RCP WITH RUBBER GASKET (ASTM C-443) OUTLET BARREL: K INV, H
PERMANENT SEDIMENT 3
1 STORAGE (PSS) INV ELEV A - -- - - -- - - - - - -- - -- - --- - -- -- - -- - - - - - -- - - - - -- -- - - - -- -- - - - -- - - -- - - - - - -- -- - - - - --
S TORAGE (PSS) V• A
3
ELEV,
A 1(- a
v
SEE FOREBA Y ` � � cn '� Q
WEIR SECTION �'-
cnCc � ~Oj = U 1 1 N
PSS OUTLET PROTECTION
� W � % z @OTTOM SEE GRADING PLAN
FOREBAY BOTTOM P5S= U .- _-.- --- ---- -- --- '- -5�'�'
1 ZI
ac BOTTOM ELEVATION OF TEMPOAR Y NOT '
4
3 SEDIMENT BASIN. BACKFILL 2 -FT DEEP CUT OFF TRENCH.
3 WETLAND MARSH AND MARSH EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL, FREE OF ROOTS,
40 OTHER OBJECTIONABLE MATERIAL. SCARIFY SURFACES BEFORE EXCAVATE TRENCH ALONG CENTERLINE
EMBANKMENTS UPON CONVERSION VEGETATION, ROCKS & OF EMBANKMENT AND EXTEND INTO BOTH
OF BASIN TO PERM. WETLAND. PLACING FILL. PLACE FILL IN 6 -6 INCH LOOSE LIFTS. COMPACT TO AT LEAST 95% OF ABUTMENTS TO AT LEAST THE ELEVATION
SEE CONSTRUCTION SEQUENCE THE STANDARD PROCTOR DENSITY. OF THE RISER CREST.
ON EROSION CONTROL PLANS.
DETENTION WET AN AND EMBANKMENT SECTION
SCALE: N. T.S.
a
#5 BARS, 12" OC SEC TION X- X
STORMWATER WETLAND MAINTENANCE SCHEDULE
DESCRIPTION
METHOD
FREQUENCY
SEASON
EMBANKMENT
INSPECT AND REPAIR
VISUAL
ANNUALLY
ALL
EROSION / ANIMAL NESTINGS
OUTLET STRUCTURE
DEBRIS / OBSTRUCTIONS
BY HAND
WHENEVER NEEDED
ALL
FOREBA Y / DEEP POOL
SEDIMENT / DEBRIS
BY HAND
ONCE PER YEAR
ALL
PLANTS
REPLACE ANY DEAD OR
SEE PLANTING
TWICE PER YEAR
MAR 15 - APR 30
DISEASED VEGETATION
SPECIFICA TIONS
OCT 1 - NOV 30
CONSIDERED BEYOND
TREA TMEN T
MECHANICAL
WHENEVER NEEDED
ALL
TREAT ALL DISEASED
PLANTS NOT TO BE REMOVED
OR BY HAND
BY HAND
IMMEDIATELY AFTER
N/A
WATER PLANT MATERIAL
AND END OF EACH DAY
COMPLETION OF
FOR 14 CONSECUTIVE
PROJECT
DAYS AFTER PLANTING
REPLACE SUPPORT
BY HAND
ONCE PER YEAR
SPRING
STAKES
REPLACE DEFICIENT
BY HAND
WHENEVER NEEDED
ALL
STAKES OR WIRES
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTENANCE UNTIL SUBSTANTIAL COMPLETION
AT WHICH TIME OWNER WILL ASSUME MAINTENANCE RESPONSIBILITY.
LANDSCAPE WARRANTIES SHALL APPLY TO STORMWATER WETLAND PLANTINGS.
STONE ON FILTER FABRIC
EMERGENCY SPILLWAY SECTION
SCALE: N. T. S.
INSTALL SLOPE PROTECTION MATTING
ON ALL SLOPES STEEPER THAN 6:1
Ivl r11 r /v► v I
ar
SCALE: N. T. S.
3
1 18" THICK CLASS 'B'
STONE ON FILTER FABRIC
3
i �w�
STONE ON FILTER FABRIC
FOREBA Y WEIR SECTION
SCALE. N. T. S.
INSTALL SLOPE PROTECTION MATTING
ON ALL SLOPES STEEPER THAN 6:1
12'
TOP INTERIOR EMBANKMENT: B
3
WEIR ELEV: V -
kane
architecture
planning
Interior design
Small Kane Architects, PA
3105 glerlwood ave
suite 100
raleigh, roc 27612
919- 833 -1994
fax 919 - 832 -2993
kkk CARO
pFsss /O
N
• 953
CD •`
1001- INfC��
60 P,
a/01,
CLH DESIGN, P.A
MacGregor Park
125 Edinburgh South
Suite 310
Cary, North Carolina 27511
Phone: (919 ) 319 -6716
Fax: (919 ) 319-7516
Em,2.7
ELEMENTA'n�I
Ca00f�
WAKE COUNTY PUBLIC
SCHOOL L S'VS4C ail
�UQUAYOMOVARINA NC
ARCHITECT'S PROJECT NO. 010341.00
CLH PROJECT NO, 06 -129
7EIC V L
IDETA L.�r�:,
SHALLOW WATER
ELEV: W
v o

SEEDBED PREPARA 710N
CHISEL ALL CUT GRADED OR COMPACTED AREAS TO A MINIMUM DEPTH OF 8"
2. DISC ALL AREAS TO RECEIVE GRASS TO A MINIMUM OF 8 INCHES, MIX AND
AMEND WITH 3 INCHES OF TOPSOIL. REFER TO SPECIFICATIONS FOR TOPSOIL
REQUIREMENTS.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING
SURFACE REASONABLY SMOOTH AND UNIFORM. CONSTRUCTION EQUIPMENT &
TRAFFIC SHALL BE REMOVED PRIOR TO SEEDING.
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND PHOSPHATE UNIFORMLY
AS PER SPECIFICATIONS AND MIX WELL WITH SOIL.
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM
SEEDBED IS PREPARED TO A 6 INCHES DEPTH.
6. SEED AT RATE SPECIFIED, ACHIEVE AND MAINTAIN MINIMUM 95% COVERAGE
PRIOR TO FINAL ACCEPTANCE, AS DETERMINED ON A PER SQUARE YARD
SAMPLE BASIS.
7 MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. BEGIN THOROUGH
WATERING OF GRASSED AREAS IMMEDIATELY UPON INSTALLATION, DO NOT
ALLOW GRASSED AREAS TO BECOME EXCESSIVELY DRY.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS
-WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60%
DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND
SEEDING RA TES,
9. REFER TO WRITTEN SPEC1 FI CA TIONS FOR WARRANTY AND MAINTENANCE OF
LAWNS PRIOR TO OWNER'S FINAL ACCEPTANCE.
10. IF CONFLICTS OCCUR BETWEEN WRITTEN SPECIFICATIONS AND THE DRAWINGS,
THE WRI TTEN SPECIFICA TIONS SHALL PREVAIL.
LIME. & FER77UZA 7 SON SCHEDULE
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY A MINIMUM 3,000 LB /ACRE GROUND
AGRICULTURAL LIMESTONE A.ND A MINIMUM 500 LB /ACRE 10 -10 -10 FERTILIZER, AS NEEDED TO ESTABLISH
957 COVERAGE (AS:-DETERMINED ON A PER SQUARE YARD BASIS) PRIOR TO SUBSTANTIAL
COMPLETION, CONTRACTOR TO SUBMIT A COPY OF ALL SOIL REPORTS TO OWNER UPON RECEIPT.
SURFACE S TABI LI ZA T ION REQUIREMENTS
PERMANENT OR TEMPORARY GROUND COVER SHALL BE PROVIDED OVER ALL
DISTURBED AREAS OF THE SI TE AS SOON AS POSSIBLE, HOWEVER, NO LATER
30 DAYS . AFTER CONSTRUCTION A C TI VI TIES HAVE PERMANENTLY OR TEMPORARILY
CEASED DURING ANY PHASE OF WORK.
TEMPORARY OR PERMANENT GROUND COVER SHALL BE PROVIDED ON ALL SLOPES
WITHIN 15 WORKING DAYS OR 30 CALENDAR DAYS AFTER CONSTRUCTION ACTIVITIES
PERMANENTLY OR TEMPORARILY CEASED.
USE JUTE, EXCELSIOR MAT TING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO
COVER THE BOTTOM OF CHANNELS, APPLY 4000 LB /ACRE GRAIN STRAW AND
ANCHOR STRAW BY STAPLING NETTING OVER THE TOP,
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN
SLOPES AND CLOG DRAINAGE DEVICES.
TEMPORARY SEEDING SCHEDULE
DA TE TYPE PLANTING RA TE
AUG 15 - APR 15 3 -WAY TALL FESCUE BLEND AND 70 LBS /ACRE
WINTER RYE (GRAIN) 25 LBS /ACRE
APR 15- AUG 15 3 -WAY TALL FESCUE BLEND AND 120 LBS /ACRE
GERMAN MILLET * ** 25 LBS /ACRE
OR SUDANGRASS 30 LBS /ACRE
(SMALL - STEMMED VAR.) * **
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF
DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER
LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.
** *TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FOR DESIRED
PERMANENT VEGETATION, DO NOT ALLOW TEMPORARY COVER TO GROW OVER
12" IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.
PERMANENT SEEDING SCHEDULE - LAWN AREAS
DA TE TYPE PLAN TING RATE
APR 15- AUG 15 ** HULLED COMMON BERMUDA 85 LBS /ACRE*
AUG 15 APR 15 TEMPORARY SEEDING APPLIES **
* OR AS REQUIRED TO ACHIEVE 957' COVERAGE AS DETERMINED ON A PER
SQUARE YARD BASIS PRIOR TO SUBSTANTIAL COMPLETION.
** WHEN SEEDING MUST TAKE PLACE OUT -OF- SEASON FOR PERMANENT GRASS,
APPROPRIATE TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR
SHALL BE RESPONSIBLE FOR PERMANENT SEEDING AS SPECIFIED IN SEASON
AT NO ADDITIONAL COST TO OWNER.
LAWN MAINTENANCE:
CONTRACTOR SHALL BE RESPONSIBLE FOR LAWN MAINTENANCE UNTIL
SUBSTANTIAL COMPLETION.
LAWN MUST BE AT 95% COVERAGE AT SUBSTANTIAL COMPLETION REVIEW
TO BE ACCEP TED.
IF NOT AT 95q, SUBSTANTIAL COMPLETION WILL BE DELAYED UNTIL THE
FOLLOWING - GROWING SEASON.
CENTER TREE JN PLANTING WELL AT CORRECT
DEPTH FOR ROOT BALL
CONCRETE KEY
• 4" DEPTH
MULCH - SEE SPECIFICATIONS
DO NOT PLACE ON TRUNK
CONC, SIDEWALK
4" DEPTH
�-FI L TER FABRIC
REMOVE TOP 213 OF WIRE
BASKET WHERE PRESENT
CONDI TIONED SOIL
1 PART FINELY GROUND
PINE BARK MULCH TO
3 PARTS CLAY /LOAM.
ABC STONE TO 6" DEPTH
N. T.S.
1
LANDSCAPE NO
1. LOCATE ALL EXISTING UTILITIES PRIOR TO INSTALLATION NOTIFY LANDSCAPE
ARCHITECT OF ANY DISCREPANCIES BETWEEN FIELD CON SHOWN ON THE PLAN.
2. VERIFICATION OF TOTAL QUANTITIES AS SHOWN ON THE PLANT LIST SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR, AND THE TOTAL QUANTITIES SHALL BE AS SHOWN ON THE PLAN.
3. CONTACT THE LANDSCAPE ARCHITECT FOR INSPECTION 48 HOURS IN ADVANCE OF THE
SCHEDULED SITE VISIT AND AT THE FOLLOWING INTERVALS:
- REVIEW OF GRADING PRIOR TO PLANT AND LAWN INSTALLATION
- REVIEW OF PLANT MATERIAL PRIOR TO INSTALLATION.
- ONE SUBSTANTIAL COMPLETION MEETING FOR PLANT INSTALLATION.
- ONE FINAL INSPECTION FOR ALL SEEDING /PLANTING OPERATIONS.
4. ALL PLANT MATERIAL SHALL CONFORM WITH THE STANDARDS SET FORTH BY THE AMERICAN
ASSOCIATION OF NURSERYMEN AND THE WRITTEN SPECIFICATIONS:
5. ESTABLISH POSITIVE DRAINAGE IN ALL PLANTING BEDS AND AWAY FROM BUILDING.
6. APPLY PRE - EMERGENT HERBICIDE TO ALL NEW PLANTING BEDS AT MANUFACTURER'S
RECOMMENDED RATE PRIOR TO INSTALLATION OF PLANT MATERIAL.
7. DO NOT INSTALL PLANT MATERIAL IN IMPERVIOUS SOILS (i.e. HOLES WHICH WHEN FILLED WITH
WATER, DO NOT COMPLETELY DRAIN WITHIN TWO HOURS).
8. LANDSCAPE SUB - CONTRACTOR (UNDER GC. CONTRACT) SHALL BE. RESPONSIBLE FOR WA TERING
ALL PLANTS AND LAWN AREAS AT HIS COST FROM HIS OWN WA TER SOURCE INCLUDING DURING
PERIODS OF DROUGHT UNTIL FINAL COMPLETION.
9. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ALL EQUIPMENT & SUBCONTRACTORS
AWAY FROM SEEDED AREAS. IF DAMAGE OCCURS, THROUGH NO FAULT OF THE OWNER, AREAS
SHALL BE REGRADED AND RESEEDED IMMEDIATELY AT NO ADDI TIONAL COST TO ` THE OWNER.
CONTRACTOR SHALL WATER AND MAINTAIN THOSE AREAS UNTIL THEY ARE AT 95% COVERAGE AT
SUBSTANTIAL COMPLETION.
10. SUBSTITUTIONS OF PLANT MATERIAL SHALL ONLY BE ACCEPTED 60 DAYS PRIOR TO COMMENCEMENT
OF PLANTING OPERATIONS. SUBSTITUTION REQUESTS MUST BE IN WRITING AND WILL ONLY BE
ACCEPTED FOR LACK OF AVAILABILITY REASONS WHICH CAN BE SUBSTANTIATED OR FOR SUPERIOR
S TOCK SUBS TI TU TIONS.
SEEDING
11. LANDSCAPE CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT TO REVIEW GRADING ONE WEEK
PRIOR TO SEEDING, IF THE LANDSCAPE CONTRACTOR AND LANDSCAPE ARCHITECT FIND GRADING
UNACCEPTABLE FOR FINAL SEEDING, LANDSCAPE CONTRACTOR SHALL BRING IT TO THE ATTENTION
OF THE GENERAL CONTRACTOR. LANDSCAPE CONTRACTOR SHALL NOT PROCEED WITHOUT
APPROVAL BY LANDSCAPE ARCHITECT.
12. WCPSS SHALL REVIEW, TEST AND APPROVE SEEDBED PREPARATION AND SEEDING METHODS PRIOR
TO AND DURING SEEDING.
NA TURALIZED SEEDING SCHEDULE FOR SURFACE BLANKET' X T•9
NATURALIZED SEED MIX (NOT TO BE A#O VWD)
TYPE PLAN TING RATE
APR 15 -JULY 30 WARM SEASON GRASS MIXTURE (BELOW) 35 -40 LBS /ACRE OR
(OR AS RECOMMENDED BY ERNST SEED CO. (1- 800 - 873 -3321) PER MANUFACTURER'S
BY MANUFACTURER) OR APPROVED EQUAL REQUIREMENTS FOR 90%
COVERAGE
40% HORDEUM VULGARE GRAIN BARLEY
26% ANDROPOGON GERARDII 'NIAGRA' NIAGRA BIG BLUESTEM
1479 ANDROPOGON SCOPARIUS 'CAMPER' CAMPER LITTLE BLUESTEM
14% SORGHASTRUM NUTANS 'RUMSEY' 'RUMSEY' INDIAN GRASS
6% PANICUM VIRGATUM 'CAVE -IN -ROCK' CAVE -1N -ROCK SWI TCHGRASS
ADD
WEEPING L 0 VE GRASS 4 LBS/ ACRE.
JULY 31 -APR 14 SEE TEMPORARY SEEDING SCHEDULE
SEE SPECIFICATIONS REGARDING EROSION CONTROL MATTING FOR SLOPES
ALL NATURALIZED SEEDING AREAS SHALL BE PERMANENTLY VEGETATED UTILIZING A SURFACE
BLANKET AND INJECTED NATURALIZED SEED MIXTURE.
SURFACE BLANKET SPECIFICATION:
1.0 DESCRIPTION: THIS WORK SHALL CONSIST OF FURNISHING, CONSTRUCTING AND MAINTAINING AN
ECOBLANKET OR SIMILAR TO REXIUS SPECIFICATIONS. ECOBLANKET OR SIMILAR IS A GROUND COVER
(SURFACE BLANKET) OF THE REXIUS SPECIFIED COMPOST /MULCH (FILTERING MATERIAL) COMBINED
WITH A SPECIAL ADDITIVE (MICROBLEND) CONSTRUCTED WITH A PNEUMATIC BLOWER TO CONTROL
AND REDUCE SOIL EROSION.
2.0 MA TERIAL: THE SURFACE BLANKET FILTERING MATERIAL CONSISTS OF THE REXIUS TESTED AND
APPROVED BLEND OF COMPOST AND MULCH MATERIALS, ACCORDING TO THE REXIUS PARTICLE SIZING
SPECIFICATIONS, IN COMBINATION WITH THE REXIUS MICROBLEND ADDITIVE. PARTICLE SIZE AND
COMPOST QUALITY MUST MEET EXACT SPECIFICATIONS OF THE REXIUS SURFACE BLANKET FILTERING
MATERIAL SUPPLIED BY A CERTIFIED INSTALLER.
3.0 CONSTRUCTION:
3.1. SURFACE BLANKET SHALL BE INSTALLED BY A REXIUS CERTIFIED INSTALLER AND PROOF OF
CERTIFICATION AS AN ECOBLANKET OR SIMILAR INSTALLER SHALL BE SUBMITTED TO THE
ENGINEER /LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. TEST RESULTS FOR
SURFACE BLANKET PERFORMANCE SHALL BE MADE AVAILABLE UPON REQUEST.
3.2. ON AREAS SHOWN ON THE PLANS, THE SURFACE BLANKET SHALL BE UNIFORMLY APPLIED
DIRECTLY AT THE SOIL SURFACE WITH A PNEUMATIC BLOWER AS SPECIFIED BY REXIUS. SURFACE
BLANKET SHALL BE APPLIED AT A DEPTH OF 1 INCH AND APPROXIMATELY 3 FEET (91.5 CM) OVER
THE TOP OF THE SLOPE, AND /OR OVERLAPPING INTO EXISTING VEGETATION. (SEE DETAIL) IN
EXTREME CONDITIONS AND WHERE SPECIFIED BY THE ENGINEER, ECOBERMS SHALL BE ADDED AND
CONSTRUCTED AT THE TOP OF THE SLOPE AND IN PARALLEL INTERVALS DOWN THE PROFILE OF THE
SLOPE IF NECESSARY.
3.3. REXIUS MICROBLEND SHALL BE APPLIED /INJECTED AT A MINIMUM RATE OF 535 LBS. PER ACRE
(OR AS SPECIFIED BY REXIUS) FOR A 2 INCH SURFACE BLANKET AND, AND 270 LBS. PER ACRE FOR
A 1 INCH SURFACE BLANKET. (TO BE INSPECTED AND CONFIRMED BY INSPECTOR /PROJECT MANAGER)
THE REQUIRED RATE OF MICROBLEND IS 2 LBS. PER CUBIC YARD OF FILTER MATERIAL.
3.4. FILTER MATERIAL SHALL BE INJECTED WITH SEED DURING APPLICATION. THE
ENGINEER /LANDSCAPE ARCHITECT SHALL SPECIFY SEED AND APPLICATION REQUIREMENTS, AND THE
COMPOST /MULCH COMPONENT SHALL ABIDE BY THE MINIMUM STANDARDS SET BY REXIUS FOR
SEEDING.
3.5. PROTECT SURFACE BLANKETS IN AREAS OF CONCENTRATED FLOW (IE. DITCHES) WITH
ADDITIONAL CHANNEL LINERS AS INDICATED ON THE PLANS.
4.0 MAINTENANCE: THE CONTRACTOR SHALL MAINTAIN THE SURFACE BLANKET IN A FUNCTIONAL
CONDITION AT ALL TIMES. CONTRACTOR SHALL MAKE PERIODIC INSPECTIONS OF THE SURFACE
BLANKET FOR EFFECTIVENESS AND SHALL IMMEDIATELY CORRECT ALL DEFICIENCIES. WHERE
DEFICIENCIES EXIST, ADDITIONAL SURFACE BLANKET MATERIAL SHALL BE INSTALLED IMMEDIATELY TO
REQUIRED DEP TH.
r-i i rf r- w r+r n I A ► 0 ii r- -r
SURFACE BLANKET 3D.CROSS SEC77ON It T's
DO NOT PRUNE OR CUT LEADER.
SEE SPECIFICATIONS SECTION
2 900 FOR OE TAILS.
ARBOR TAPE OR 314 OR
WOVEN BELT SYNTHETIC
FABRIC STRAP, GREEN.
FLUORESCENT
SAFETY FLAGGING
MULCH IS NOT TO BE
IN CONTACT WITH NI
3" MUL H
6 ' EAR
SAUCER
1 OR PROFILE
2" x 2" STAKE
24" MIN.
BELOW GRADE
REMOVE TOP 213
OF WIRE BASKE T
WHERE PRESEN T.
REMOVE FROM PIT
3" MULCH
4" EARTH
SAUCER
FINISHED
GRADE
��tM
NOTE :
PLANT PITS ONLY FOR
SINGLE PLANTS. FOR
OTHER PLANTING PREPARE
THE EN TIRE BED AREA
2" MULCH
FINISH
GRADE
ol
bVINJ
ROO T BALL x 2
TREE PLAN TING
BALL + 24"
TYPICAL SHRUB PLANTING
46 41
�w t1 •� s� •• to •• 11
BACKFILL MIXTURE :
1 PART SCREENED PINE
BARK TO 2 PAR TS SOIL
WITH B -8 -8 FERT. MIXED
IN AT i LB. /100 S.F.
GROUND COVER PLANTING
0 TEC TED SOIL
ONLY STAKE TREES ON SLOPES 3:1 OR GREATER
OR IN HIGH WIND CONDITIONS.
ORIENT TREES AS THEY WERE IN THE FIELD.
WRAP ONLY TREES SUSCEPTIBLE TO SCORCH.
START TREE WRAP, IF REQUIRED, AT SECOND BRANCH.
TIE SECURELY AT TOP, BOTTOM, AND AT 2' INTERVALS.
__-2" x 2" STAKE
48" MIN.
ABOVE GRADE
TOP OF ROOT BALL AT
FINISHED GRADE. REMOVE
BURLAP AND TWINE FROM
TOP 113 OF ROO T BALL.
/FINISHED
GRADE
PREPARED & MULCHED PLANT BED
OR PREPARED LAWN AREA
SOIL BACKFILL MIXTURE
1 PART GROUND PINE
BARK TO 6 PARTS SOIL
WITH 8-8-8 FER T. MIXED
IN AT 1 L81100 S.F.
MAKE HOLE 1' WIDER ON
ALL SIDES THAN ROOT
BALL DIAMETER
TOP OF ROOT BALL A T
FINISHED GRADE. REMOVE
BURLAP AND TWINE FROM
TOP 113 OF ROOT BALL.
REMOVE CONTAINER,
SOIL BACKFILL MIXTURE
1 PART GROUND PINE
BARK TO 6 PAR TS SOIL
WITH 8-8-8 FER T M I XED
IN A T 1 LB 1100 S.F.
MAKE HOLE 12" WIDER ON
ALL SIDES THAN ROOT
BALL DIAMETER
PLANTING DETAILS
SC
TIGHT 1
AMEI
ARBORTArt OR 0"
WOVEN BELT S
FABRIC $ TRAP,
FLU ORES CLEW T
SAFETY FLAGGING
2" x 2"
STAKE
EDGE OF 'HOLE
STAKES I/ SOLII
GROUND NL Y
11YING PLAN
4
SOD INSTALLATION
TO BE APPLIED TO ALL PLANTING BEDS
REPORTED AS
PLAN IINC7 BED EDGE
ARBOR TAPE OR 112 "
WOVEN BELT SYNTHETIC
VEGE TA TED
FABRIC STRAP, GREEN.
„ „
1 x 2 STAKE
LOOSELY STAKED, TO
5.0 -8.5
REMAIN FOR TWO YEARS
18" MIN.
ABOVE_ GRADE
DSIM (MMHOS /CM)
45' ANGLE
31 MULCH
(ELECTRICAL CONDUCTIVITY)
TOP OF ROOT BALL AT
4" EARTH
FINISHED GRADE.
SAUCER
FINISHED
CARBON DIOXIDE
GRADE
< 8
N/A
� VOLU T10N RATE
12" MIN
BELOW GRADE
% DRY WEIGHT BASIS
SOIL BACKFILL MIXTURE
< 1
(MAN- MADE I NER TS)
1 PAR T GROUND PINE
BARK TO 6 PARTS SOIL
NO TE
WITH 8-8-8 FER T. MIXED
PLANT PITS ONL Y FOR
IN A T 1 LB 1100 S.F.
SINGLE PLAN TS. FOR
OTHER PLANTING PREPARE
MAKE HOLE 9" WIDER ON
THE EN TIRE BED AREA
BALL + 18
ALL SIDES THAN ROOT
BALL DIAMETER
TYPICAL PINE PLANTING
MATERIAL DECOMPOSED - THE COMPOST PORTION OF THE SURFACE BLANKET SHALL BE DERIVED
FROM WELL ORGANIC MATTER SOURCE PRODUCED BY CONTROLLED AEROBIC (BIOLOGICAL)
DECOMPOSITION THAT HAS BEEN SANITIZED THROUGH THE GENERATION OF HEAT AND STABILIZED TO
THE POINT THAT IT IS APPROPRIATE FOR THIS PARTICULAR APPLICATION. COMPOST MATERIAL SHALL
BE PROCESSED THROUGH PROPER THERMOPHILIC COMPOSTING, MEETING THE US ENVIRONMENTAL
PROTECTION AGENCY'S DEFINITION FOR A 'PROCESS TO FURTHER REDUCE PATHOGENS' (PFRP). THE
COMPOST PORTION SHALL MEET THE CHEMICAL, PHYSICAL AND BIOLOGICAL PROPERTIES OUTLINED
BELOW. THESE AND ALL OTHER REQUIRED PROPERTIES FOR THE PERFORMANCE OF THE SURFACE
ARE INCLUDED IN THE SURFACE BLANKET MANUFACTURER'S GUIDELINES (SEE CHART BELOW).
1,4
PARAMETERS
REPORTED AS
ECOBLANKET TO BE
ECOBLANKET TO BE LEFT
(UNITS OF MEASURE)
VEGE TA TED
UN- VEGETATED
PH 2
PH UNI IS
5.0 -8.5
N/A
SOLUBLE SALT CONCENTRATION 2
DSIM (MMHOS /CM)
MAXIMUM 5
NIA
(ELECTRICAL CONDUCTIVITY)
STABILITY 3
CARBON DIOXIDE
MG CO2 - C PER G OM PER DAY
< 8
N/A
� VOLU T10N RATE
PHYSICAL CONTAMINANTS
% DRY WEIGHT BASIS
< 1
< 1
(MAN- MADE I NER TS)
M T.S.
'UL WALK, GuKu UK
OW STRIP
smalikane
architecture
planning
Interior design
Small Kane Architects, PA
3105 glenwood ave
suite 100
raieigh, nc 27612
919 - 833 -1994
fax [phone]
BID �O UMENTS
SUBMITTAL
E. _
684
Fc D R Y
�Z�os
CLH DESIGN, P.A.
MacGregor Park
125 Edinburgh South
Suite 310
Cary, North Carolina 27511
Phone: [phone]
Fax: [phone]
[P==27
ELEMENTAnmov
1. RECOMMENDED TEST METHODOLOGIES ARE PROVIDED IN TEST METHODS FOR THE
EXAMINATION OF COMPOSTING AND COMPOST (TMECC) THE US COMPOSTING COUNCIL)
2. EACH SPECIFIC PLANT SPECIES REQUIRES A SPECIFIC PH RANGE. EACH PLANT ALSO WAKE COUNTY pU B UC
HAS A SALINITY TOLERANCE RATING, AND MAXIMUM TOLERABLE QUANTITIES ARE SCHOOLSYSTEM
KNOWN. WHEN SPECIFYING THE ESTABLISHMENT OF ANY PLAINT OR TURF SPECIES, IT
IS IMPORTANT TO UNDERSTAND THEIR PH AND SOLUBLE SALT REQUIREMENTS, AND FUQUA Y- VARINA, NC
HOW THEY ,RELATE TO THE COMPOST IN USE.
3. STABILITY /MATURITY RATING IS AN AREA OF COMPOST SCIENCE THAT IS STILL..
EVOLVING, AND AS SUCH, OTHER VARIOUS TEST METHODS COULD BE CONSIDERED.
ALSO, NEVER BASE COMPOST QUALITY CONCLUSIONS ON THE RESULT OF A SINGLE
STABILITY /MATURITY TEST.
ARCNIfECT'S PROJECT NO, 010341.00
4. LANDSCAPE ARCHITECTS AND PROJECT (FIELD) ENGINEERS MAY MODIFY THE GLN PROJECT NO, 06 -129
ALLOWABLE COMPOST SPECIFICATION RANGES BASED ON SPECIFIC FIELD CONDITIONS
AND PLANT REQUIREMENTS.
El'rW L
.
INSPECTION. PROCEDURES:
[DETA � LS
MICROBLEND, IN COMBINATION WITH PROPERLY MANUFACTURED FILTER MATERIAL AND
INSTALLED USING A PNEUMATIC BLOWER, IS CRITICAL TO THE PERFORMANCE OF
SURFACE BLANKET AS TESTED. IN ORDER TO INSURE ITS PROPER INSTALLATION., A
LETTER OF CERTIFICATION BY REXIUS MUST BE SUBMITTED BY THE INSTALLER PRIOR
TO APPLICATION. IN ADDITION, PROOF OF USE OF MICROBLEND SHALL BE
INSPECTED BY THE LANDSCAPE ARCHITECT,
h�g
FEB � 4 D
20p8
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SANpsT�� �R
�WCCH
@ 2001 SMAt.L KANFE ARGNITFECTS, P•4. ALL COPI'RIGNT RK"TS RESERVEC. 12 FEBRUARY Y0m8 ❑

DUCTILE IRON GRATE (SEE STORM SCHEDUL NOTES
1. PRECAST CONCRETE MANHOLES SHALL MEET THE ,
REQUIREMENTS OF ASTM C -478, STREAM CHANNEL
HEAVY -DUTY, ASThI A48, 5 MAX.
- CLASS 30 CAST IRON BANK HEIGHT
1 �I
2. MANHOLE JOINTS SHALL BE PREFORMED PLASTIC RING AND GRATED COVER
GASKET PER FED. SPECIFICATION SS--S- 00210. "
architecture
STANDARD STEPS WITH SLOTS OF 1 -1/4 ,, ,,I�, �, (, i ` �/ W1 SURFACE FLOW
16 ON CENTER MOTH planning .
MAX AND A TOTAL _ _ �, �jj smallkane
GRADE ADJACENT GROUND 3. TRANSITION REDUCING SLABS MAY BE USED TO OPEN AREA O ,,'~� o ' i/ (j�l ��� DIVERS/0N interior design do
PROVIDE POSITIVE DRAINAGE TO ENABLE USE OF A 4 -FT DIA ECCENTRIC 150-- SQ.IN. MIN. 0
GRATE
Va , ° � o
______PVC INLINE DRAIN CONE SECTION. I� , ° o ° ° a O °
°� °o �/° ° ° °o o ° o
IN�I
4, MANHOLES SHALL BE OF THE FOLLOWING MIN. I�� °� "0'
° � °° ° ° ° 0 o � ° °o °° � °o 0 0
INS! DIAMETERS: � 1 a °, o ° �o ° g � ° o ----- ._.,... ---
DE E TE'RS. I 1� � ° , a o o o ° °
1 1 its
HDPE RISER
PIPE STYLE MH DIA � I Ur ut.�►GNtU � Ire'` 1 � 1�1� �� �' - .- Iry o _ ' N !r
FOR HS -20 LOADING I Small Kane Architects, PA
�► a MA Y BE FLAT . OR
36 OR LESS 5 FT
I� 3105 lerlwood av®
. ECCENTRIC :CONE � I 9
suite 100
6 N P STONE APPROACH SECTION ralelgh, nc 27612
0 OR GREATER AS i DI CA TED U TO 20 v 5:1 MAX. SLOPE ON ROAD
SEE NOTES
MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN
UTILIZE REDUCERS AS
NEEDED t0 CONNECT TO
a '"` ••" „''
J
STONE OVER
PIPE
fax 919 - 832 -2993
WIDTH ;
_
TEE OR ELLBOW
SPAN
FILTER CLOTH
BARS - U
BARS - V
BARS - W
5" PREFORMED PLASTIC
D
A
_ B
C
G
MIN H1
GASKET JOINTS
SURFACE FLOW
DIVERSION
F
NO.
LENG Th
BEND
24°
LENGTh
LBS.
12'►
3,-00)
pt
2P- 2
12
� � ORIGINAL STREAMBANK
2�_ ►,
-
-
-
6
4%
- -
-
-
-
. 15'►
go
2► -2 ►0
_
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HOPE TEE
(RUN DIA. TO MATCH SEE ORANAGE SCHEDULE FOR SIZE
-
STONE/ ` °s��q2ye����¢
-
-
-
DOWNSTREAM PIPE SIZE)
BRICK AND M THICK 157
MORTAR INVERT
�O%%�
-
18"
NO TES:
STONE BEDDING
-
2'_ 1D►t
-
-
--
-
FILTER CLOTH
- -
-
-
1. PIPE AND FITTINGS SHALL BE HOPE, SMOOTH INTERIOR, CORRUGATED EXTERIOR.
24 to
-
-
31-21#
FLAT TOP DETAIL
-
-
-
-
2, INLINE DRAINS SHALL BE AS MANUFACTURED BY NYLOPLAST OR APPROVED EQUAL.
-
-
-
30 it
STANDARD PVC INLINE DRAIN N.r.S.
STANDARD STORM DRAINAGE JUNCTION BOX MANHOLE w.rs
TEMPORARY STREAM CROSSING N TS.
31- 4 to
VAR.
to
4 114 of
MINIMUM DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN
DIMENSIONS. OF BOX AND..PIPE
COVER
DIMENSION
PIPE
SPAN
WIDTH ;
WIDTH
SPAN
HEIGHTHEIGHT
BARS - U
BARS - V
BARS - W
TO TAL
D
A
_ B
C
G
MIN H1
H2
E
F
NO.
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NO.
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it-6p'
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3
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48"
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3 -3
48 1
EXPANSION JOIN T ( 4 BARS "V"
NORMAL GUTTER LINE 03 EQUAL SPACES
DEPRESSED GUTTER L1 6 ,.
STD. STEPS #840.66 co co 6
3 1/2 1/2"
�y T-STD. STEPS #840.66 S
,._
= 8" B 8" MIN. -- - - - -- _
A .
8" MIN r
Z 8 MIN. °o R R r7 j Q ,,�� r.*'
- 0 to A MIN.
1-0 3 - 0 3 �� �� A RD
�. FEggja y-�
C E EL E VA TION M 9
_ m aD Q, MIN Q� a •
- D NORMAL CURB AND GUTTER ON LI GH T GRADES it "t LU w "
co ao 6 G
F T
USE ON LA GRADES 2% AND UNDER
8.. Z D FILTER 953
FABRIC
(AMOCO 2006 OR 09 , C� �z
CURB AND GUTTER WITH CATCH BASIN ON STEEP GRADES S 0011. �GINE�
.GENERAL NOTES.. 8 MIN. EQUIVALENT) , y Ot�L► ��
EXPANSION JOIN T - N T . i���
„ 6 " 6 " END ELEVATION _ _ PLAN OF TOP SLAB SECTION SS .,��� y A.
1. MORTOR JOINTS 112 TO 118 THICK. A WHERE 30 TO 36 PIPE IS USED NORMAL GUTTER LINE STONE CHECK DAM- too ,# Og
SEC TION - JJ DEPRESSED GUTTER LINE A l ��
►. ►► STONE SHOULD BE PLACED OVER zI
2, CL A SS B CONCRETE TO BE USED THROUGHOUT. SIDE EL E VA TION z
THE CHANNEL BANKS TO KEEP
Q SECTION-MM #4 BARS "V "' WATER FROM CUTTING AROUND
3. THE POURING OF FLOOR SLAB TO BE ACCOMPLISHED BY FORMING. ® 3 EQUAL SPACES
„ THE DAM.
4. DEDUCT FOR PIPE'S FROM TOTAL CU. YARDS OF BRICK MASONRY. I I 6" #8 BARS W
5. ALL CATCH BASINS OVER 3' -6" IN DEPTH TO BE PROVIDED WITH STEPS 1' -2" co SECTION- YY
ON CENTER. STEPS SHALL BE IN ACCORDANCE WITH STD. NO. 840.66.
6. USE TYPE "E "F" AND "G" GRATES UNLESS OTHERWISE INDICATED, N FRAME GRATE & HOOD
6' -0" t° CLASS "B"
SEE STD. NO. 840.03 I r - -� T T
,� w J EROSION i
7. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4 SOLID CONCRETE BACK OF CURB oo I 8 J I ELEVA T1ON CONTROL
BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. F 1 M I B � M NORMAL CURB AND GUTTER ON STEEP GRADES 6 E �-- #4 BARS "U" STONE
X F I Q USE ON GRADES OVER 27 „
8. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OR BOX, ADD TO BASE A B 8 P' r- - SECTION-RR �• 24 MAX.
AS SHOWN ON NCDOT STD. ND. 840.00. ­ -
Y Y - - EXPANSION JOIN TS Fl L TER AT CENTER
_ 8
I I
9. FOR 8' -0" IN HEIGHT OR LESS, USE 8" WALLS, OVER 8' -0" IN HIGHT, USE 12" WALL = I I I I 4' -6" 4' -6" FABRIC
TO 6' -0 FROM TOP OF WALL AND 8" WALL FOR THE REMAINING 6' -0 B
QUA LI TIES TO BE ADJUSTED ACCORDINGLY.
SECTION A - A
L.X
PLAN ;T
SEC TION -XX PLAN PLAN PLAN 5'- O"
STANDARD CONCRETE CA TCH BASIN N.T.S. TEMPORARY CHECK DAM N. T °1
CONSTRUCTION NOTES:
1. PLACE TEMPORARY SEDIMENT CONTROL MEASURES BELOW BASIN AS INDICATED. CLEAR, TOP OF EMBANKMENT EL = D 5' MIN. BAFFLE (TYP) 0� FABRIC FOLDED
GRUB AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT EARTH BERM F OVER HORIZONTAL
MAT. REMOVE ALL SURFACE SOILS CONTAINING HIGH AMOUTS OF ORGANIC MATTER. EMERGENCY SPILLWAY POST
CLH .
EMER. SPILL WA Y CREST EL = C
HORIZON TAL POST or MacGra
2. PLACE OUTLET BARREL ON A FIRM, SMOOTH FOUNDATION OF IMERVIOUS SOIL. DO NOT g Park
USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL OR CRUSHED STONE AS BACKFILL FENCE AND FABRIC ° 125 Edinburgh South
AROUND PIPE. PLACE FILL MAERIAL AROUND PIPE IN 4 -IN LAYERS AND COMPACT IT � BURIED IN TRENCH .- Suite 310
ROPE FOR ACCESS TO 2 LINE EMERGENCY SPILLWAY 2 Cary, North Carolina 27511
UNDER AND AROUND THE PIPE TO AT LEAST 907 OF THE STANDARD PROCTOR DENSITY,
HA TAKEN T N T RAISE THE PIPE FROM FIRM CONTACT WITH ITS FOUNDATION. SKIMMER FOR MAINTENANCE � �, � � � WITH LAMINATED PLASTIC OR � � Phone: [phone]
CARES LL BE E 0 0 SE E Fax: [phone]
IMPERMEABLE GEOTEXTILE
FABRIC. SEE NOTE TE 5. r
SEED &MULCH 6x6 TRENCH
J. ASSEMBLE THE SKIMMER IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. - - - - - - - - - - - - EMBANKMENT BACKFILLED AND
ATTACH SKIMMER TO BARREL PIPE WITH FLEXIBLE JOINT AND POSITION THE SKIMMER FLOATING SKIMMER COMPACTED 1
OVER THE EXCA VA TED PIT. ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE ■ C3 27
"T,
SIDE OF THE BASIN. SKIMMER SIZE: E
ORIFICE SIZE: E COMPACTED 61 x2'Wx12 "D SECTION A T OPENING
MANUFACTURER: J. W. FAIRCLOTH & SONS SELECT FILL
4, EMBANKMENT SHALL BE CONSTRUCTED OF CLEAN STRUCTURAL SOIL, FREE OF ROOTS, CL A SS A STONE
VEGETATION, ROCKS & OTHER OBJECTIONABLE MATERIAL. SCARIFY SURFACES BEFORE N (0 L
PLACING FILL, PLACE FILL IN 6 -8 INCH LOOSE LIFTS. COMPACT TO AT LEAST 90% OF
THE STANDARD PROCTOR DENSITY.
TEMPORARY OUTLET PIPE: PVC (SCH. 40) 1.07 SLOPE DIA: E SEDIMENT BASIN
BA SIN IN V EL = B EXCAVATE 18 „ DEEP PIT BELOW
5. LINE THE ENTIRE EMERGENCY SPILLWAY WITH LAMINATED PLASTIC OR IMPERMEABLE SKIMMER TO PREVENT IT FROM
GEOTEXTILE FABRIC. FABRIC SHALL BE WIDE ENOUGH TO COVER THE BOTTOM AND SIDES BOTTOM ELEV = A SETTLING IN MUD BAFFEL NOTES:
OF THE SPILLWAY AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. WOKE COUNTY PUBLIC
PERSPECTIVE VIEW °
THE EDGES SHALL BE SECURED WITH 8 -IN STAPLES OR PINS. THE FABRIC SHALL BE 1. DRIVE STEEL FENCE POST AT LEAST 18" SCHOOL SYSTERN
LONG ENOUGH TO EXTEND DOWN THE SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH INTO SOLID GROUND.
OF THE FABRIC ,.SHALL BE ONE POECE,
NOT JOINED OR SPLICED IF THE LENGTH OF BASIN SECTION
THE FABRIC IS INSUFFICIENT FOR THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE Z. WOOD POSTS '.ARE NOT ACCEPTABLE.
SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED. THE UPPER SECTIONS SHALL N 3. USE STAPLES 1' APART TO ATTACH FABRIC
FUQUAY -- VARINA, NC
OVERLAP THE LOWER SECTIONS SO WATER CANNOT FLOW UNDER THE FABRIC. SECURE TO "HOG WIRE
THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS. 4. BAFFLE SPACED AS PER APPROVED PLAN.
5. BAFFLE FABRIC SHALL WOVEN JUTE NET.
o� �y�•F -f-
MAIN TENANCE NOTES: s �
TOP OF EMBANKMENT >S
3 3 1. INSPECT DEVICE AFTER EACH RAINFALL. REMOVE SEDIMENT WHEN SEDIMENT REACHES A S, BOTTOM OF BAFFLE IN '
t � �� TRENCH AND TRENCH �� ARCHITECT S PROJECT NO. 01P�34l,fd0
-I I- DEPTH OF NO MORE THAN ONE -HALF THE HEIGHT OF THE RISER. REPAIR BAFFELS IF TOP OF BAFFLE SHALL BE 6 CLH PROJECT N4. �6 129
BASIN A B C D E F �� FILLED WITH SOIL AND -
THEY ARE DAMAGED. BELOW THE RIM OF OUTLET
NUMBER (FT) (FT) (FT) (FT) (IN) (FT) EMER. SPILLWAY CREST _ COMPACTED
c S TRUC TORE
2. PULL SKIMMER TO SIDE OF BASIN WITH ROPE AND INSPECT REGULARLY. KEEP SKIMMER 0 11%S
1 394..5_: 396.0: 398, 0 400, 0 2 10 LINE EMERGENCY SPILLWAY
HEAD, ORIFICE AND PIPE FREE OF DEBRIS. REMOVE SEDIMENT FROM BENEATH SKIMMER V L
383.5 385.0 387.5 389.0 3 12 WITH LAMINATED PLASTIC OR
2 AND ENUSRE VEGETATION DOES NOT INTERFERE WITH SKIMMER OPERATION.
3 403, 5 405.0 407.0 409, O 2 10
F IMPERMEABLE GEOTEXTILE
FABRIC. SEE NOTE 5.
3.
CHECK FABRIC L IN ED S PI LL WA Y FOR DA MA GE A ND MAKE ANY REPAIRS WITH FABRIC C
4 391 4 5 393.0 395.0 397; 0 2 10
THAT SPANS THE FULL WIDTH OF THE SPILLWAY.
5 383.5 385.0 3870 389,0 2 10 EMERGENCY SPILLWAY SECTION
NTS
HOG WIRE A TTACHED
TO POSTS WITH LENG Tk1 S
OF WIRE
HORIZONTAL METAL POST
WIRED SECURELY TO D
VERTICAL POSTS
BAFFLE INSTALLATION. - STEP 1 BAFFLE INSTALLATION - STEP 2
814 2008
TEMP. BAFFLED TAILS DENR_ WATER.
�DS AND ST QUAuT�r
ORNATER SIC
H
TEMPORAR Y SKIMMER- "EN T BASIN H. T. S, @ 2 "1 SMAW. KANrz ARCIaITEGTS► FA ALL. COPYFtlGWT JR16"TS RE°• E" 12 FEBR,IARY 2008

small
kane
architecture
planning
Interjor deslon
Small Kane Architects, PA
3105 glenwood ave
sufte 100
raleigh, nc 27612
919 -833 -1994
fax [phone]
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MacGregor Park.
125 Edinburgh South
Suite 310
Cary, North Carolina 27511
Phone: [phone]
Fax: [phone]
E -27
ELEMENTARY
SCHOOL
MMIG;1aE COMbSPS'( PNJ o UC
SCHOOL SVSTEM
FUQUA1'- V,4RINA, NC
ARCH I TECT'S PROJECT NO. 010341.00
GLH MOJECT No. 0h -129
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12 FEBRUARY IOOB

,smallkan.e
architecture
planning
Interior design
Small Kane Architects, PA
3105 glenwood ave
suite 100
raleigh, nc 27612
919 -833 -1994
fax [phone]
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MacGregor Park
125 Edinburgh South
Suite 310
Cary, , North Carolina 27511
Phone: (919 ) 319 -8716
Fax: (919 ) 319 -7518
0 47
ELEMENTARY
3�'59:� 'n'� Oa
WAKE COUNTY PU LM
SCHOOL SYSTEM
FUQUA Y- VARINA. NC
ARCHITECTS F4WJECT NO. 01 0341.00
CLH PROJECT NO. 06 --129
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smallk.ane
architecture
planning
Interior design
Small Kane Architects, PA
3105 glenwood ave
suite 100
ralelgh, nc 27612
919- 833 -1994
fax 919 - 832 -2993
DD DaC�M�l��l��
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125 Edinburgh South
Suite 310
Cary, North Carolina 27511
Phone: [phone]
Fax: [phone]
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ELEMENTAn'D
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WAKE COUNTY pUBUC
SCHOOL SYSTEM
FUQU,4Y- vARINA, NC
ARCHITECT'S PFZOJECT NO. 010341.00
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( IN FEET ) .
C� 2001 9MA�.L KAI� AFaGNITEGTB, PA. AFL COPI'RIGI -4T RKaFITB RES�rih/Ep. .1 I
59n �n [D(OCUNF=NT�t��:�b
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1.
1.
1.
CLH DESIGN, P.A.
E -27 I �
-1
I .. I
I...
. I I
ELEMENTARY
SCHOOL
WAKE COUNTY PUBLIC
L ICS
SCHOOL SYSTEM
UGQUAY.- VARINA, NC
1.
I 11
1.
1.
AKICH I TECT'3 MWJEC`f NO. 010341 #00
6LW 1°ROJECT NO f�& 129

LEGEND
GRADING NOTES
1. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER ARE
TO TOP OF CURB, UNLESS OTHERWISE SHOWN.
2. TOTAL DISTURBED AREA = 31 AC.
3. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES,
STORM DRAIN STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO
MATCH FINISH GRADE.
4. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE
PERFORMED BY THE OWNERS INDEPENDENT TESTING LA80RATQRY.
(SEE SPECIFICATIONS FOR ADD177ONAL INFORMATION)
50 ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FIL TER
PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL
ON SHEET C7.1.
6. EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL
REMAIN UNDISTURBED. UNLESS NOTED OTHERWISE.
7. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO
REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR
CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR
U 77LIZING A LICENSED LANDSCAPE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER,
8. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE
CODES _ IN OBSERVING EROSION CONTROL MEASURES BOTH
ON AND OFF - S1 TE.
9. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL
DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY STATE
AU THORI TIES OR. THE ARCHITECT.
10. SITE IS NOT WITHIN 100 YEAR FLOOD PLAIN.
11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -St
DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS
GENERATED DURING CONSTRUCTON AND FOR OBTAINING
ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND /OR
WASTE AREAS.
12. ALL CONSTRUC T1ON SHALL BE IN ACCORDANCE WITH ALL TOWN
OF FUQUA Y- VARINA AND NCDO T STANDARDS AND SPECIFICATIONS.
13. WETLANDS AND .1 TREAMS HAVE BEEN FOUND ON SITE. NO WETLANDS
WILL BE DISTURBED ON SITE. STREAM CROSSINGS WILL BE PERMI TIED
M TH THE NCDENR DIVISION OF WATER QUALITY AND THE USACOE.
DRAINAGE STRUCTURE SCHEDULE
EXI S TING CON TOURS
PIPE
FINAL CON TOURS
270.4'
EXISTING SURVEY SPOT ELEVATION
1. TOP ELEV.. OF Y7 IS RIM Cf S(IRFACE INFLUENT;
LOWER
270.50T
D1 IS TOP OF GRA 1E;- MH I AND GUH IS TOP OF
CO
PROPOSED TOP OF CURB SPOT ELEVATION
270.50
SLGf'
D
PROPOSED GROUND /PAVEMENT ELEVATION
29
STORM STRUCTURE NUMBER
EXIS71NG STORM DRAIN PIPE
TOP.. ELEV.
PROPOSED STORM DRAIN PIPE
TYPE
TREE PROTECTION FENCE
MANHOLE, SEE DETAIL SHEET C7.6.
- ROOF DRAIN PIPING, SEE UTILI TY PLAN.
RD
TCE
tEMPORARY CONSTRUCTION EASEMENT LABEL.
GRADING NOTES
1. ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER ARE
TO TOP OF CURB, UNLESS OTHERWISE SHOWN.
2. TOTAL DISTURBED AREA = 31 AC.
3. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES,
STORM DRAIN STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO
MATCH FINISH GRADE.
4. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE
PERFORMED BY THE OWNERS INDEPENDENT TESTING LA80RATQRY.
(SEE SPECIFICATIONS FOR ADD177ONAL INFORMATION)
50 ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FIL TER
PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL
ON SHEET C7.1.
6. EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL
REMAIN UNDISTURBED. UNLESS NOTED OTHERWISE.
7. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO
REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR
CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR
U 77LIZING A LICENSED LANDSCAPE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER,
8. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE
CODES _ IN OBSERVING EROSION CONTROL MEASURES BOTH
ON AND OFF - S1 TE.
9. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL
DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY STATE
AU THORI TIES OR. THE ARCHITECT.
10. SITE IS NOT WITHIN 100 YEAR FLOOD PLAIN.
11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -St
DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS
GENERATED DURING CONSTRUCTON AND FOR OBTAINING
ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND /OR
WASTE AREAS.
12. ALL CONSTRUC T1ON SHALL BE IN ACCORDANCE WITH ALL TOWN
OF FUQUA Y- VARINA AND NCDO T STANDARDS AND SPECIFICATIONS.
13. WETLANDS AND .1 TREAMS HAVE BEEN FOUND ON SITE. NO WETLANDS
WILL BE DISTURBED ON SITE. STREAM CROSSINGS WILL BE PERMI TIED
M TH THE NCDENR DIVISION OF WATER QUALITY AND THE USACOE.
DRAINAGE STRUCTURE SCHEDULE
NOTES & ff"
STRUCTURE NO.
PIPE
PIPE
PIPE
PIPE
1. TOP ELEV.. OF Y7 IS RIM Cf S(IRFACE INFLUENT;
LOWER
UPSTREAM STRUCTURE DATA
D1 IS TOP OF GRA 1E;- MH I AND GUH IS TOP OF
CO
UIP STRIVI
DN STRM
SLGf'
D
LENGTH
MATRI#
Ihf%/.
INV.
TOP.. ELEV.
DEPTH
TYPE
MH
MANHOLE, SEE DETAIL SHEET C7.6.
J. ALL DOWYSIREAM OUTLET STRUCTURES SHALL BE
CUTLET.
RCP
_
IN
FT
RCP W/ SU80RAIN, SEE SUBORAIN 1RENCH
F
F=
FT
Y1
OPEN tHROA T YARD INLET, SEE DETAIL SHEET C7.5.
STRUCIUW ID. NQ.
Al
A2
1.30%
15
23
RCP
405.00
404.70
408.85
3.85
CB
A2
A3
3.54%
15
288
RCP
404.60
394.40
408.78
4.18
CB
A3
A4
130%
15
23
RCP
394.30
394.00
398.45
4.15
CB
A4
A5
1.87%
15
16
RCP
393.90
393.60
398.55
4.65
CB
A5
A6
1.00%
18
50
RCP
393.50
39300
39858
5.08
C8
AS
A7
4.35%
18
46
RCP
389.00
387.00
397.30
8.30
CB
A8
A9
114%
15
35
RCP
392.50
39110
396.50
4.00
CB
A9
A10
104%
15
48
RCP
392.00
391.50
396.50
4.50
C8
A10
fib
3.38%
15
68
RCP
391.40
389.10
396.10
4.70
CB
All
A10
1.14%
15
35
RCP
392.50
39210
396.10
3.60
CB
B1
B2
2.50%
36
104
RCP
386.50
38390
38917
3.27
FES
C1
C2
4.39%
15
294
RCP
400.50
38t60
404.45
3.95
CB
C2
C3
2.34 %n
15
64
RCP
387.50
38600
391.50
4.00
CB
C3
C4
1 15 %
15
26
RCP
385.90
385.60
389.65
3.75
CB
D1
D2
1.00%
15
100
RCP /SD
398.00
397,00
401.50
3.50
DI
D2
D3
1.09%
15
32
R CP/SD
396.90
396.55
401.50
4.60
D
D3
D4
102%
15
44,
RCPISD
396.45
396.00
402.10
5.65
CB
D4
D5
1.00%
15
130
RCPISD
395.90
394.60
403.95
8.05
CB
D5
D6
1.05%.
18
76
R CP/SD
394.50
393.70
401.80
7.30
CB
D6
D7
1.15 %
24
52
RCPISD
393.60
393.00
400.50
6.90
C8
D7
D8
1.03%
24
174
RCPISD
392.90
391.10
400.50
7.60
DI
D8
D9
1.25%
24
16
RCPISD
391.00
390.80
400.50
9.50
CB
D9
D10
1.45%
24
234
RCPISD
390.70
387.30
400.50
9.80
C8
D10
D11
3.03%
24
234
RCPISD
387.20
380.10
397.00
9.80
DI
D 11
D12
128%
30
188
RCP
376.50
374.10
395.00
18.50
Y
D12
D13
0.58%
36
224
RCP
374.00
372.70
379.00
5.00
Y
D13
D14
0.60%
36
182
RCP
372.60
371.50
377.00
4.40
Y
D15
D16
1.25%
15
16
RCP
395.20
39500
398.70
3.50
CB
D16
D9
1.00%
15
90
RCP
394.90
394.00
398.70
3.80
CB
D17
D10
0.91%
15
66
RCP
393.00
392.40
396.50
3.50
DI
D18
D10
1.09%
15
64
RCP
392.00
391.30
398.40
6.40
D I
D19
D20
062%
15
224
RCP
395.00
393.60
402.00
7.00
D
D20
D21
1.16%
15
216
RCP
393.50
391.00
397.00
3.50
D
D21
D12
6.96 %
15
112
RCP
382.00
374.20
395.00
13.00
DI
D22
D6
1.67%
8
60
PVC
397.00
396.00
402.00
5.00
ID
D23
D24
1.25%
8
32
PVC
397.00
396.60
402.50
5.50
ID
D24
D25
1.14%
8
44
PVC
396.50
396.00
402.50
6.00
ID
D25
D9
1.36%
8
66
PVC
395.90
395.00
402.50
6.60
ID
D26
D27
1.30%
12
23
RCP
396.90
396.60
402.50
5.60
DI
D27
D19
2.22%
12
63
RCP
396.,50
395.10
402.50
6.00
DI
D28
D29
8.89%
18
90
RCP
367.00
359.00
374.00
7.00
Po
D29
D30
5.16%
18
64
RCP
353.30
350.00
363.00
9.70
MH
E 1
E2
0.74%
15
54
RCP
398.50
398.10
402.00
3.50
D
E2
E3
0 -69%
15
58
RCP
398.00
397.60
402.00
4.00
DI
E3
E4
0.65%
15
62
RCP
397.50
397.10
401.00
3.50
D
E4
E5
0.77%
18
124
RCP
397.00
396.05
401.70
00
D
E5
E6
0.83%
18
42
RCP
395.95
395.60
402.00
6.05
MH
E7
E3
0.65%
15
46
RCP
398.00
397.70
401.50
3.50
DI
E8
E4
232%
15
56
RCP
398.50
397.20
402.00
3.50
DI
NOTES & ff"
PO
POND OUTLET
1. TOP ELEV.. OF Y7 IS RIM Cf S(IRFACE INFLUENT;
CB
CATCH BASIN, SEE DETAIL SHEET C7.6.
D1 IS TOP OF GRA 1E;- MH I AND GUH IS TOP OF
CO
CLEANOUT, SEE DETAIL SHEET C7.4.
RAt AND C8 IS TOP OF HOOD.
D!
DROP INLET, SEE DETAIL SHEET C7.4.
2. REFER TO UI7UTY PLAN FOR ROOF DRAWAGE
FES
FLARED END SECTION
LA1E1W PIPES
ID
INLINE DRAIN, SEE DETAIL SHEET C7.6.
MH
MANHOLE, SEE DETAIL SHEET C7.6.
J. ALL DOWYSIREAM OUTLET STRUCTURES SHALL BE
CUTLET.
RCP
REffORCED CONCRETE PIPf.
C�OtNOZEIE FLARED END (FES) UNLESS
RGPI/ D
RCP W/ SU80RAIN, SEE SUBORAIN 1RENCH
OTN WSE.
SEC71ON O.N. DETAIL SHEET C7.5.
Y1
OPEN tHROA T YARD INLET, SEE DETAIL SHEET C7.5.
STRUCIUW ID. NQ.
U !iW I MIA1.11. tCANr. AfiCGHITr.GT3, PA. AL.I. GQPTRIC$HT .R1GHTS 1IR459RVEp. '
Small ;Kane Architects, PA
3105 glenwood ave
suite 100
raleigh, pc 27612
919- 833 -1994
fax [phone]
U BMITTAL
E- 7
ELEMENTARY
grit,
CHO�L
SITE GRADING
PLAN
AREA 5 A AND B

GRAPHIC SCALE
a o xo w a
( IN FEET )
1 inch = 40 ft
160
Aw
ab
A
LEGEND
GRADING NOTES
1. ALL SPOT ELEVA77ONS INDICATED AT CURB AND GUTTER ARE
TO TOP OF CURB, UNLESS OTHERWISE SHOWN.
2. TOTAL DISTURBED AREA = 31 AC.
J. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES,
STORM DRAIN STRUCTURES, CLEANOU TS, ETC. AS NEEDED TO
MATCH FINISH GRADE.
4. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE
PERFORMED BY THE OWNERS INDEPENDENT TESTING LABORATORY.
(SEE SPECIFI CA 77ONS FOR ADDITIONAL INFORMATION)
5. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER
PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL
ON SHEET C7.1.
6. EXISTING VEGETAi77ON WITHIN TREE PROTECTION AREAS SHALL
REMAIN UNDISTURBED. UNLESS NOTED OTHERWISE.
7. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO
REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR
CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR
UTILIZING A UCENSE0 LANDSCAPE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
8. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE
CODES IN OBSERVING EROSION CONTROL MEASURES BOTH
ON AND OFF -SITE.
9. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL
DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY STATE
AUTHORITIES OR THE ARCHITECT.
10. SITE IS NOT WITHIN 100 YEAR FLOOD PLAIN.
11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR. OFF -SITE
DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS
GENERATED DURING CONSTRUCTION AND FOR OBTAINING
ALL APPLICABLE PERMITS FOR OFF -SI TE STOCKPILES AND /OR
WASTE AREAS.
12. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN
OF FUQUAY- VAR /NA AND NCDOT STANDARDS AND SPECIFICATIONS.
13. WETLANDS AND STREAMS HAVE BEEN FOUND ON SITE. NO WETLANDS
WILL BE DISTURBED ON SITE. STREAM CROSSINGS WILL BE PERMITTED
Wl TH THE NCDENR DIVISION OF WATER QUALITY AND THE USACOE,
EXISTING CONTOURS
FINAL CON TOURS
270.4'
EXIS71NG SURVEY SPOT ELEVATION
1. TOP ELEV. OF Y! IS RIN OF SURFACE NVFLUENT,•
CS
270.50T
DI IS TOP OF GRATF,• *I AND GUH IS 70P OF
CO
PROPOSED TOP OF CURB SPOT ELEVATION
2 70.50
PROPOSED
STRUCTURE NO.
GROUND/PA YEMEN T ELEVATION
2 9
STORM STRUCTURE NUMBER
-- EXIS77NG STORM DRAIN PIPE
UPPER
PROPOSED STORM DRAIN PIPE
UPSTREAM STRUCTURE DATA
TREE PROTECTION FENCE
RD-
ROOF DRAIN PIPING, SEE UTILITY PLAN,
TCE
TEMPORARY CONSTRUCTION EASEMENT LABEL.
GRADING NOTES
1. ALL SPOT ELEVA77ONS INDICATED AT CURB AND GUTTER ARE
TO TOP OF CURB, UNLESS OTHERWISE SHOWN.
2. TOTAL DISTURBED AREA = 31 AC.
J. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES,
STORM DRAIN STRUCTURES, CLEANOU TS, ETC. AS NEEDED TO
MATCH FINISH GRADE.
4. ALL BACKFILL, COMPACTION, SOILS TESTING, ETC. SHALL BE
PERFORMED BY THE OWNERS INDEPENDENT TESTING LABORATORY.
(SEE SPECIFI CA 77ONS FOR ADDITIONAL INFORMATION)
5. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER
PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL
ON SHEET C7.1.
6. EXISTING VEGETAi77ON WITHIN TREE PROTECTION AREAS SHALL
REMAIN UNDISTURBED. UNLESS NOTED OTHERWISE.
7. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO
REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR
CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR
UTILIZING A UCENSE0 LANDSCAPE CONTRACTOR AT NO
ADDITIONAL COST TO THE OWNER.
8. THE GRADING CONTRACTOR SHALL COMPLY WITH ALL STATE
CODES IN OBSERVING EROSION CONTROL MEASURES BOTH
ON AND OFF -SITE.
9. THE GRADING CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL
DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY STATE
AUTHORITIES OR THE ARCHITECT.
10. SITE IS NOT WITHIN 100 YEAR FLOOD PLAIN.
11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR. OFF -SITE
DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS
GENERATED DURING CONSTRUCTION AND FOR OBTAINING
ALL APPLICABLE PERMITS FOR OFF -SI TE STOCKPILES AND /OR
WASTE AREAS.
12. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN
OF FUQUAY- VAR /NA AND NCDOT STANDARDS AND SPECIFICATIONS.
13. WETLANDS AND STREAMS HAVE BEEN FOUND ON SITE. NO WETLANDS
WILL BE DISTURBED ON SITE. STREAM CROSSINGS WILL BE PERMITTED
Wl TH THE NCDENR DIVISION OF WATER QUALITY AND THE USACOE,
NOTES & LEOVD
DRAINAGE STRUCTURE SCHEDULE
PO
POND OUTLET
1. TOP ELEV. OF Y! IS RIN OF SURFACE NVFLUENT,•
CS
CATCH BASIN, SEE DETAIL SHEET C7.6.
DI IS TOP OF GRATF,• *I AND GUH IS 70P OF
CO
CLEANOUT, SEE DETAIL SHEET 67:4.
RIX* AND C8 IS TOP OF HOOD.
DI
STRUCTURE NO.
PIPE
PIPE
PIPE
PIPE
UPPER
LOWER
UPSTREAM STRUCTURE DATA
UP STRM
DN STRM
SLOPE-
DIA.
LENGTH
MATRI:
INV,
INV.
TOP ELEV.
DEPTH
TYPE
YI
OPEN THROAT YARD INLET, SEE DETAIL SHEET C7.5.
IN
FT
STRUCTURE 10. NO.
F
F
FT
Al
A2
1.30 %
15
23
RCP
405.00
404.70
408.85
3.35
CB
A2
A3
3.54°x%
15
288
RCP
404.60
394.40
408.78
4.18
CB
A3
A4
1.30°f
15
23
RCP
394.30
394.00
398.45
4.15
CB
A4
A5
1.87°7
15
16
RCP
393.90
393.60
398.55
4:85
CB
A5
A6
1.00°:
18
50
RCP
393.50
393.00
39858
5.08
CB
AS
A7
4.35%
18
46
RCP
389.00
387.00
397.30
8.30
CB
A8
A9
1.14%
15
35
RCP
392.50
392.10
396:50
4.00
CB
A9
A10
1.0 4 %
15
48
RCP
392.00
391.50
396.60
4.50
C8
A10
AS
3 38 %a
15
68
RCP
391.40
389.10
396.10
4.70
C8
All
A10
1.14%
15
35
RCP
392.50
392.10
396.10
3.60
CB
81
82
2.50%
36
104
RCP
386.50
383.90
389:77
3.27
FES
C1
C2
4.39%
15
294
RCP
400.50
387.60
404.45
3.95
CB
C2
C3
2.34%
15
64
RCP
387.50
386.00
391:50
4.00
CB
C3
C4
115%
15
26
RCP
385.90
385.60
389:65
3.75
CB
D1
D2
1.00%
15
100
RCP/SD
398.00
397.00
401:50
3.60
DI
D2
D3
1.09%
15
32
RCP/SD
396.90
396.55
401.50
4.60
DI
D3
D4
1.02%
15
44
RCP/SD
396.45
396.00
402.10
5.65
CB
D4
D5
1.00%
15
130
RCP/SD
395.90
394.60
403.95
8.05
CB
D5
D6
105%
16
76
RCP/SD
394.50
393.70
401.80
7.30
CB
D6
D7
1.15%
24
52
RCP/SD
393.60
393.00
400.50
6.90
CB
D7
D8
1.03%
24
174
RCP/SD
392.90
391.10
400.50
7.60
DI
D8
D9
1.25°lo
24
16
RCP/SD
391.00
390.80
400.50
9.50
CB
D9
D10
1.45 %d
24
234
RCP/SD
390.70
387.30
400.50
9.80
CB
D10
D11
3.03%
24
234
RCP/SD
387.20
380.10
397.00
9.80
DI
D11
D12
1.28%
30
188
RCP
376.50
374.10
395.00
18.50
y
D12
D13
0.58%
36
224
RCP
374.00
372.70
379.00
5.00
Y
D13
D14
0.60%
36
182
RCP
372.60
371.50
377.00
- 4.40
y
D15
D16
1.25°
15
16
RCP
395.20
395.00
39830
3.50
CB
D16
D9
1.00 %
15
90
RCP
394.90
394.00
398.70
180
CB
D17
D10
0.91%
15
66
RCP
393.00
392.40
396.50
3.60
DI
D18
D10
1.09%
15
64
RCP
392.00
391.30
398:40
6.40
DI
D19
D20
0.62%
15
224
RCP
395.00
393.60
402.00
7110
DI
D20
D21
1.16%
15
216
RCP
393.50
391.00
397.00
3.60
DI
D21
D12
6.96 %
15
112
RCP
382.00
374.20
395.100
13.00
DI
D22
D6
167 %n
8
60
PVC
397.00
396.00
402.00
5.00
ID
D23
D24
1.25«
8
32
PVC
397.00
396.60
402.50
5.60
ID
D24
D25
114%
8
44
PVC
396.50
396.00
402.50
6.00
ID
D25
D9
136%
8
66
PVC
395.90
395.00
402.50
6.60
ID
D26
D27
130%
12
23
RCP
396.90
396.60
40250
5.60
DI
D27
D19
2.22%
12
63
RCP
396.50
395:10
402.50
6.00
D
D28
D29
8.89%
18
90
RCP
367.00
359.00
374.00
7.00
PO
D29
D30
516%
18
64
RCP
353.30
350.00
363.00
9.70
MH
E1
E2
0 74%
15
54
RCP
398.50
398.10
402.00
3.50
DI
E2
E3
069%
15
58
RCP
398.00
397.60
402.00
4.00
DI
E3
E4
0.65%
15
62
RCP
397.50
397.10
401.00
3.50
DI
E4
E5
0.77%
18
124
RCP
397.00
396.05
401.70
4.70
D1
E5
E6
0.83%
18
42
RCP
395.95
395.60
402.00
6.05
MH
E7
E3
0.66
15
46
RCP .
398.00
397.70
401.50
3.50
DI
E8
E4
2.32 %
15
56
RCP
398.50
397.20
402.00
3.50
DI
NOTES & LEOVD
PO
POND OUTLET
1. TOP ELEV. OF Y! IS RIN OF SURFACE NVFLUENT,•
CS
CATCH BASIN, SEE DETAIL SHEET C7.6.
DI IS TOP OF GRATF,• *I AND GUH IS 70P OF
CO
CLEANOUT, SEE DETAIL SHEET 67:4.
RIX* AND C8 IS TOP OF HOOD.
DI
DROP INLET, SEE DETAIL Sh1EET C7.4.
2. REFER TO Ul)UTY PLAN FOR ROOF DRAWA(
FES
FLARED END SECTION
LA TOM PIPES
ID
INLINE DRAIN, SEE DETAIL SHEET C7.6.
MH
MANHOLE, SEE DETAIL SHEE'r C7.6.
J. ALL DO WMEM OUTLET STRUCTURES SHALL BE
RCP
REINFORCED CONCRETE PIPE
COIMpREIF FLAW END SECTIONS (FES) UNLESS
RCP /SD
RCP W1 SUBORAIN, SEE SUBDRAIN TRENCH
01HERWSE.
SECTION ON DETAIL SHEET C7.5
YI
OPEN THROAT YARD INLET, SEE DETAIL SHEET C7.5.
1
STRUCTURE 10. NO.
U tf01'O i t>MAL.L. 1CANrm A1%GHITP.GTS, PA. A1.1- GOPI'RIGWT R*WT5 RESERVED. '

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GRADING NOTES
s
t ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER ARE
TO TOP OF CURB, UNLESS OTHERWISE SHOWN.
20 TOTAL DISTURBED AREA = 31 AC.
3. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES,
STORM DRAIN STPUCTURES, CLEANOUTS, ETC. AS NEEDED TO
MATCH FINISH GRADE.
40 ALL BACKFILL, COMPACTION, SOILS TESTING, ; ETC. SHALL BE
PERFORMED BY THE OWNERS INDEPENDENT TESTING LABORATORY.
(SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION)
5 ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER
PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL
ON SHEET C7.1.
6. EXIS17NG VEGETATION WITHIN TREE PROTECTION AREAS SHALL
REMAIN UNDISTURBED. UNLESS NOTED OTHERWISE.
7. ANY AND ALL LANDSCAPING AND EXISTING TREES &. SHRUBS TO
REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR.
CONSTRUCTION SHALL BE REPLACED B Y. THE CON TRA C TOR
UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO
ADD17IONAL COST TO THE OWNER,
8. THE GRADING CON TRACTOR SHALL COMPLY WITH ALL STATE
CODES IN OBSERVING EROSION CONTROL MEASURES BOTH
H
ON AND OFF - SI T,
9. THE GRADING CONNTRACTOR SHALL MAINTAIN ALL EROSION CONTROL
DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY STATE
AU THORI TIES OR THE ARCHITECT.
10. SITE IS NOT WI THIN 100 YEAR FLOOD PLAIN.
11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE
DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS
GENERATED DURING CONSTRUCTON AND FOR OBTAINING
ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND /OR
WASTE AREAS.
12. ALL CONST RUC77014 SHALL BE IN ACCORDANCE WITH ALL TOWN
OF FUQUA Y- VARINA AND NCDOT STANDARDS AND SPECIFICATIONS,
13. WETLANDS AND STREAMS HAVE BEEN FOUND. ON SITE. NO WETLANDS
WILL BE DISTUR19EO ON SITE. STREAM CROSSINGS WILL BE PERMITTED
WON THE NCDENR DI V1 S10N OF WATER QUALITY AND THE USA COE
DRAINAGE STRUCTURE SCHEDULE
'BID DOO TMm FE4 1 9k MSO
STRUCTURE NO.
_
EXI S TING CON TOURS
PIPE
FINAL CON TOURS
270.4'
EXISTING SURVEY SPOT ELEVATION
UPSTREAM STRiJCTURE DATA
UPS'TRM
270.507
SLOPE
DIA.
PROPOSED TOP OF CURB SPOT ELEVATION
270.50
INV.
INV.
PROPOSED GROUND /PAVEMENT ELEVATION
29
STORM STRUCTURE NUMBER
i
EXISTING STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
FT
TREE PROTECT ION FENCE
F, :
,ROOF DRAIN PIPING, SEE UTILITY PLAN.
RD-
TCE
TEMPORARY CONSTRUCTION EASEMENT LABEL.
GRADING NOTES
s
t ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER ARE
TO TOP OF CURB, UNLESS OTHERWISE SHOWN.
20 TOTAL DISTURBED AREA = 31 AC.
3. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES,
STORM DRAIN STPUCTURES, CLEANOUTS, ETC. AS NEEDED TO
MATCH FINISH GRADE.
40 ALL BACKFILL, COMPACTION, SOILS TESTING, ; ETC. SHALL BE
PERFORMED BY THE OWNERS INDEPENDENT TESTING LABORATORY.
(SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION)
5 ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER
PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL
ON SHEET C7.1.
6. EXIS17NG VEGETATION WITHIN TREE PROTECTION AREAS SHALL
REMAIN UNDISTURBED. UNLESS NOTED OTHERWISE.
7. ANY AND ALL LANDSCAPING AND EXISTING TREES &. SHRUBS TO
REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR.
CONSTRUCTION SHALL BE REPLACED B Y. THE CON TRA C TOR
UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO
ADD17IONAL COST TO THE OWNER,
8. THE GRADING CON TRACTOR SHALL COMPLY WITH ALL STATE
CODES IN OBSERVING EROSION CONTROL MEASURES BOTH
H
ON AND OFF - SI T,
9. THE GRADING CONNTRACTOR SHALL MAINTAIN ALL EROSION CONTROL
DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY STATE
AU THORI TIES OR THE ARCHITECT.
10. SITE IS NOT WI THIN 100 YEAR FLOOD PLAIN.
11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF -SITE
DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS
GENERATED DURING CONSTRUCTON AND FOR OBTAINING
ALL APPLICABLE PERMITS FOR OFF-SITE STOCKPILES AND /OR
WASTE AREAS.
12. ALL CONST RUC77014 SHALL BE IN ACCORDANCE WITH ALL TOWN
OF FUQUA Y- VARINA AND NCDOT STANDARDS AND SPECIFICATIONS,
13. WETLANDS AND STREAMS HAVE BEEN FOUND. ON SITE. NO WETLANDS
WILL BE DISTUR19EO ON SITE. STREAM CROSSINGS WILL BE PERMITTED
WON THE NCDENR DI V1 S10N OF WATER QUALITY AND THE USA COE
DRAINAGE STRUCTURE SCHEDULE
'BID DOO TMm FE4 1 9k MSO
STRUCTURE NO.
_
PIPE ! PIPE
,
PIPE
PIPE
UPPER
LOWER
UPSTREAM STRiJCTURE DATA
UPS'TRM
DM STRMI
SLOPE
DIA.
LENGTH
MATRL
INV.
INV.
TOP ELEV.
DEPTH
TYPE
11
FT
_ ;;
F, :
A ALL DONWSMEAM Ol/1LET SIRUCTURES 91ALL BE RCP REINFORCED CONCRETE PIPE
F
FT
CaMCRETE fLA�D END SEC110NS (fES) UNLESS RCP /SD RCP W/ SUBDRAIN, SEE SUBDRAIN TRENCH
07HERNlSE. 5EC71ON ON DETAIL SHEET C7.5.
YI OPEN THROAT YARD INLET, SEE DETAIL SHEET CZ 5,
1® STRUCTURE ID. NO.
At
A2
1.30% 30
15
23
RCP
405.00
404.70
408.85
3.85
Cg
A2
A3
3.54%
15
288
RCP
404.60
394.40.
408.78
4.18
Cg
A3
A4
1.30%
15
23
RCP
394.30
394.00
398.45
4.15
CI3
A4
A5
1.87%
15
16
RCP
393.90
393.60
398.55
4.65
CB
A5
Ab
1.00%
18
50
RCP
393.50
39300
39858
5.08
CI3
AS
A7
4.35%
18
46
RCP
389.00
- 387.00
397.30
8.30
CB
A8
A9
1 14%
15
35
RCP
392.50
392.10
396.50
4.00
CB
A9
A10
1.04%
15
48
RCP
392.00
391.50
396.50
4.50
CB
A10
A6
3.38`Yo
15
68
RCP
391.40
389.10
396.10
4.70
CB
A11
A10
1 -14%
15
35
RCP
392.50
392.10
396.10
3.60
CB
81
B2
2.50%
36
104
RCP
386.50
383.90
389.77
3.27
FE S
C1
C2
4.39%
15
294
RCP
400.50
381.60
404.45.
3.95
CB
C2
C3
2.34%
15
64
RCP
387.50
38600
391.50
4.00
CB
C3
C4
1.15%
15
26
RCP
385.90
38560
389.65
3.75
CB
D1
D2
1.00%
15
100
RCP/SD
398.00
397.00
401.50
3.50
DI
D2
D3
1.09%
15
32
RCP/SD
396.90
396.55
401.50
4.60
DI
D3
D4
102%
15
44
RCP/SD
396.45
396.00
402.10
5.65
CB
D4
D5
1.00°%
15
130
RCP/SD
395.90
394.60
403.95
8.05
CB
D5
D6
1.05%
18
76
R CPISD
394.50
39310
401:80
7.30
CB
D6
D7
1.15°%
24
52
RCP/SD
393.60
393.00
400.50
6.90
CB
D7
D8
1.03%
24
174
RCP/SD
392.90
391.10
400.50
7.60
DI
D8
D9
1.25%
24
16
R CP/SD
391.00
390.80
400.50
9.50
CD
D9
D10
1.45%
24
234
RCP/SD
390.70
387.30
400.50
9.80
CD
D10
D11
3.03%
24
234
RCP /SD
387.20
380.10
397.00
9.80
DI
D11
D12
1.28%
30
188
RCP
376.50
374.10
395.00
18.50
y
D12
D13
0.58%
36
224
RCP
374.00
372.70
379.00
5.00
y
D 13
D14
0.60%
36
182
RCP
372.60
371.50
377.00
4.40
Y
D16
D16
1.25°%
15
'16
RCP
395.20
395 -00
398.70
3.50
CB
D16
D9
1.00°%
15
90
RCP
394.90
394.00
398.70
3.80
CB
D17
D10
0.91%
15
66
RCP
393.00
39240
396.50
3.50
DI
D 18
D 10
1.09°%
15
64
RCP
392.00
391.30
398.40
6.40
D
D 19
D20
0.6 2%
15
224
RCP
395.00
393.60
402.00
7.00
D I
D20
D21
1.16%
15
216
RCP
393.50
391.00
397.00
3.50
DI
D21
D12
6.96%
15
112
RCP
382.00
374.20
395.00
13.00
DI
D22
D6
1.67%
8
60
PVC
397.00
396.00
402.00
5.00
ID
D23
D24
125%
8
32
PVC
397.00
396 -60
402.50
5.50
ID
D24
D25
1.14°%
8
44
PVC
396.50
396.00
402.50
6.00
ID
D25
D9
1.36%
8
66
PVC.
395.90
395 -00
40150
6.60
ID
D26
D27
130%
12
23
RCP
396.90
396.60
40250
5.60
DI
D27
D19
2.22°%
12
63
RCP
396.50
395.10
402.50
6.00
DI
D28
D29
8.89°%
18
90
RCP
367.00
359.00
374.00
7.00
PO
D29'
D30
5.16°%
18
64
RCP
353.30
350.00
363.00
9.70
MH
E1
E2
0.74%
15
54
RCP
398.50
398.10
402.00
3.50
DI
E2
E3
069%
15
56
RCP
398.00
397.60
402.00
4.00
DI
E3
E4
0.65%
15
62
RCP
397.50
397.10
401.00
3.50
DI
E4
E5
0.77%
18
124
RCP
397.00
396.05
401.70
4.70
DI
E5
E6
0.83%
18
42
RCP
395.95
395.60
402.00
6.05
MH
E7 E3 0.65% 15 46 RCP 398.00 397.70 401.50 3.50 DI
E8 E4 232% 15 56 RCP 398.50 397.20 402.00 3.50 D I
SN/ PA
MacGregor Park
125 Edinburgh South
Suite 310
Cary, North Carolina 27511
Phone: (919 ) 319 -6716
Fax: (919 ) 319-7516
0
ELEMEN
151
as
W.AKE COUNTY PUBUC
SCHOOL SYSTEM
FUQUAY- VARINA, NC
ARCHITECT* PROJECT NO, 010341.00
CLH PROJECT NO. 06 -129
NOTES & LEGEND
PO POND OUTLET
1. TOP ELEV. OF n IS RN OF SURFACE INfLUENT,• CS CATCH BASIN, SEE DETAIL SHEET C7.6.
DI IS TOP OF (MA TE; Ni AND GNH IS TOP OF CO CLEANOUT, SEE DETAIL SHEET C7,4,
d [R@[NOW"
MR AND C8 IS MP Of' HOOD. DI DROP IWLET, SEE DETAIL SHEET C7.4,
2. REFER TO U nU I Y PLAN FOR ROUE ~AGE fES FLARED ENO SEC TUN
FEB 1 4 2008
U WW pS ID INUNE DRAIN, SEE OETAIL STIEFT C7.6,
MH MANHOLE, SEE DETAIL SHEET CZ 6.
DENR • WATER-QUAUTY
A ALL DONWSMEAM Ol/1LET SIRUCTURES 91ALL BE RCP REINFORCED CONCRETE PIPE
WETLANDS AND STORMWATER BRANCH
CaMCRETE fLA�D END SEC110NS (fES) UNLESS RCP /SD RCP W/ SUBDRAIN, SEE SUBDRAIN TRENCH
07HERNlSE. 5EC71ON ON DETAIL SHEET C7.5.
YI OPEN THROAT YARD INLET, SEE DETAIL SHEET CZ 5,
1® STRUCTURE ID. NO.
CQ 4001 3MALl. KANE ARCHITECTS, PQ ALL. COPYRIGHT RIGHTS RESERVEA. I I M FEBRUARY 2008

\
"Y
. _ . - - - - \\
o
\ \ \ \ \
ARF
,� \ \ 4
0o \ \ \ \ \ \ \ o \ \ \ \
--- VAI_
40 \ > \
\ \ I \ \ /
N/F
\ -- .1 i A DE VEL OPERS, LLC
J \
� / � \ � \ \ • _ / 08 9246, PG. 105 7
PIN# 0658.04 9)
)78 -7082
ZONING: R20
USE. AGRICUL TUREICROPS
4F\/
�- __-- -- -- l 0 4 0 I L
400
Imp
\ R
400.4 401.7 400.4 \ 4()0
A�
- ... \ \ ``\ os
\ i \
- _ 1 T
0X70 1
_
TRIAN
MA
\ III ` I Y ti X1 \
JL
tA
Ile
-
p� 40� OT \ IIII \ I I I I I \ \
401.60T POND I I I I I i _ \ \ \
4 00.05 \ I ` I
wa TFR SURFACE ELEVATION
LEG-END
CRADING NOTES
1. ALL SPOT ELE VA 7IONS INDI CA TED AT CURB AND GUTTER ARE
TO TOP OF CURB, UNLESS OTHERWISE SHOWN.
2. TOTAL DISTURBED AREA = 31 AC.
3. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES,
STORM DRAIN STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO
MATCH FINISH GRADE.
4. ALL BACKFILL , COMPACTION, SOILS TESTING, ETC. SHALL BE
PER FORMED BY THE OWNERS INDEPENDENT TESTING LABORATORY.
(SEE SPECIFICATIONS FOR AD0177ONAL INFORMATION)
5. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER
PROTECTION AFTER STOPPAGE OF WORK EACH DAYY, SEE DETAIL
ON SHEET C7.1.
6. EXISTING VEGETA T70N WI THIN TREE PROTECTION AREAS SHALL
REMAIN UNDISTURBED. UNLESS NOTED OTHERWISE.
7. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO
REMAIN WHICH ARE DAMAGED DURING DEMOLI TION OR
CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR
11 71KIr e I rrFNSFD LANDSCAPE CON TRAC TOR AT NO
Small Kane Architects, PA
3105 glenwood ave
suite 100
raleigh, roc 27612
919 -833 -1994
fax [phone]
[EI1V��
UFO)
EXIS TING CONTOURS
FINAL CON TOURS
270.40
EXISTING SURVEY SPOT ELE VA TI ON
270.50T
PROPOSED TOP OF CURB SPOT ELEVATION
2 70.50
PROPOSED GROUND/ PA YEMEN T ELEVATION
29
STORM STRUCTURE NUMBER
- _
EXISTING STORM DRAIN PIPE
PROPOSED STORM DRAIN PIPE
TREE PRO TEC 71ON FENCE
RD ---- --
ROOF DRAIN PIPING, SEE UTILITY PLAN.
TCE
TEMPORARY CONSTRUCTION EASEMENT LABEL.
CRADING NOTES
1. ALL SPOT ELE VA 7IONS INDI CA TED AT CURB AND GUTTER ARE
TO TOP OF CURB, UNLESS OTHERWISE SHOWN.
2. TOTAL DISTURBED AREA = 31 AC.
3. CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, MANHOLES,
STORM DRAIN STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO
MATCH FINISH GRADE.
4. ALL BACKFILL , COMPACTION, SOILS TESTING, ETC. SHALL BE
PER FORMED BY THE OWNERS INDEPENDENT TESTING LABORATORY.
(SEE SPECIFICATIONS FOR AD0177ONAL INFORMATION)
5. ALL STORM DRAIN PIPES SHALL BE PROTECTED WITH STONE FILTER
PROTECTION AFTER STOPPAGE OF WORK EACH DAYY, SEE DETAIL
ON SHEET C7.1.
6. EXISTING VEGETA T70N WI THIN TREE PROTECTION AREAS SHALL
REMAIN UNDISTURBED. UNLESS NOTED OTHERWISE.
7. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO
REMAIN WHICH ARE DAMAGED DURING DEMOLI TION OR
CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR
11 71KIr e I rrFNSFD LANDSCAPE CON TRAC TOR AT NO
Small Kane Architects, PA
3105 glenwood ave
suite 100
raleigh, roc 27612
919 -833 -1994
fax [phone]
[EI1V��
UFO)

. . I . N . �. I
I . I I I . � I N I \ iiIIIII' I . I I .
r ;, \ \ \ \-
\ \ Al. j� \ \ \ \ z\ \ \ \ --) \ \ \ \ r -- LEGEND - �
. � \ \ \ \ \ \ \ I I
.. � \ \ \ \ I
\ a -1, � - - EXISTING CONTOURS � .
\\\ \ I I I \ \ \ \ \ \ \ \ \ \ I \ \ \ \ \ \ ��
\ \ \ \ \ \ i \ \ . I I \ \ \ \ \ \ \ \ \ 4 FINAL CONTOURS architecture \ \ \ 1 \ \ \ K \ \
planning
3 =. ` � \ \ \ i \ � 2 70.4'
. \ \ \ ,,, \ \ \ \ \ ., \ \ \ 1 I \ \ � \ + EXISTING SURVEY SPOT ELEVATION interior design
\ o \ \ \ \ \ \ \ \ \ \ \ 9 11 \ \
\ \ \ \ \ \ \ \ \ \ � \ \ \ \ 399.5 \ `�
` �" � \ ��� �� ` 1 \ \ � 270.50T
. \ \ \� - \ \ -� \ PROPOSED TOP OF CURB SPOT ELEVATION
\ \ \ \ \ .� \ \ � \ \ \ \ _-
\ . \ \ \ \ �. • \ \ \ \ \ 1 I \ QP \ \ \ \ .�
\ \ \ \, .
r \ \ \ \ \ \ \ \ \ \ \ \ ` 1 `� \ \ \ \ \ o ( z � \ 2 7 0.50 N
\ \ K \ \ \ PROPOSED GROUND/PA VEMEN T ELE VA O .
F \ \ \ \ \ \ \ \ \ \ \ \ 1 , \ \ \ \ \ I ,/1' '�-, '-� \\ 40 \ \ 2 9 STORM STRUCTURE NUMBER .t \ I ��
. . I b \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I \ -� h Small Kane Architects P
. I V I ,�, � . . . \ \ \ \ \ \ \ � \ \ \ \ \ \ \ \ \ I / �� tom\
\ \ STOCKPIL FOR ) � ` EXISTING STORM DRAIN PIPE
'� \ \ . t \ \ \ �. \ \ \ \ \ \ ` -_ \ \ \ \ ( / � \ 3105 glenwood ave
�r \ t \ \ \ \ \ \ \ DI T10NAL DEVELOPMENT � / � suite 100
\ \ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \ I PROPOSED STORM DRAIN PIPE
raietgh, nc 27612
\ \ \ \ \ \ \ A \ \ \ \ \ \ \ 4 I I / '
\ \ \ \ \ \ \ \ \ \ \ 1 \ \ � I f / p TREE PROTECTION FENCE 919- 833 -1994 1. \ O
� \ _ _ 1 \ o 0 0 0
\ ` \ I / 4 et• et• fax 91 9,832 -2993 11 \ o / d. 1.
,.. . ) \ y + :1 1\ \ 1 \ \ I \ 10' -.. - \ RD ROOF RAIN PIPING SEE UTILITY PLAN.
.3 ( 1 � I / \ 00 0
.\�1 o I - \ I I I / / / / __
I . \ Q I o \ o ° , / � - - -- \ \ TCE TEMPORARY CONSTRUCTION EASEMENT LABEL. \ � 1 / / /
.
1. 1 \ i I I ( I J / / � ��_ ��
I � I I 1. I I 1 ( ,�� / I I / / /
at \ I I IIII ��b
I 1. - I .. I . 1 J / / ! / [Pi � . 1d:E . N ..
(. I 1 I 1.
I.. 1. � �-- 1. ... 1. �-, .:.... I - I � . . . I + �� l I I 1 i o / �-
m I I \ I j /
1 I I / / I /
+1 ". ".... �. 1. � 1. � �......... I I. I:, � .. I
I � , ( 3 \ [D
- .. I .. I..., I I 1 5 � I i � o
TT R ARE L I I .
:: \ 40 � I I• � I � I \ / % I I I l l 1. ALL SPOT ELEVATIONS .INDICATED A T CURB AND GU E , .
�� I I 111. .1 I I If 1 I I /
� TO TOP OF CURB.. UNLESS OTHERWISE SHOWN.
1 � I\ �, 1 I i I / 1 \ l l / I I 1 I l 1. � -a I. I l / l I I .4 / 401.7 400.4 401.7 400.4 � 401.7
/ - - - - TOTAL DISTURBED AREA 31 AC. � � I / �:. � � I I 1 `� / j 40 / 400.4 400.4 2,
. \ . / -�_
\ I
) - -I' -Lz-�� --&--w- --- � ammommme
\ � N / l / � 400.30 � � 3 CONTRACTOR SHALL ADJUST ALL EXISTING VAULTS, . MANHOLES,
1
• 4Q0.30 STORM DRAIN STRUCTURES, CLEANOUTS, ETC. AS NEEDED TO
a /
\ T \ I I ( \ \ - MATCH FINISH GRADE.
\ ...�. , W I . / / / I / / / / 400 398.70T _ , .
i � /
i / I / ; �� �� _.. -:�� .. :.. I.�.:. / i / � � _ """ 4. ALL BACKFILL,
.r_ \ -,�• ` / / _:$:Y; y.. / � .� „. gas ,. COMPACTION, SOILS TESTING, ETC SHALL BE
/ J _ JJ / �:;r / �, -:.Q :..:. I ,_ 7,,k.:,, . / � PERFORMED BY THE OWNERS INDEPENDENT TESTING LABORATORY. TORY.
Y3. I /
. ( � / ,' -: / 1 :er `- �...:1.. / / SEE SPECIFI CATIONS FOR ADDITIONAL INFORMATION .
1 � l s�� I. J / 1 I C �
I. zl/�, I / /
1 1 l �,� / / , / l I l l / / :,A,. / l 16 1
1�/ / / / / ^ ) / / / ° / / / h / �`'* ` / 399.70 T 5. ALL STORM DRAIN PIPES SHALL BE PROTECTED IM TH STONE FIL TER 11 DUANE ` tHMOEGE `r; I., A � / / / / l l ) I / "5°' / / / / /
\ / / I / / / / / / 399.70T PROTECTION AFTER STOPPAGE OF WORK EACH DAY. SEE DETAIL .
. DB 11633, P .: X21 ,.. �� l * , , l / . l / / / l / / J / , 1 .
\l I p r / / / / l / I I l l / l / DO / `\ A�QQ ON SHEET C7.
000 LPG. / i 9
BM 2 � l / l l / / 9
l.f / l / / �F I / l / /
/
PIN 0658. 4 -7f --39� / / 6. EXISTING VEGETATION 1MTHIN TREE PROTECTION AREAS SHALL.
# w / / / / / / / / / / / / .
ZONING. �l N i l l / / M RGUER'1 TE B. AKINS �.-
/ / / I / / / / / / j
/ 405 � REMAIN UNDISTURBED. UNLESS NOTED OTHERWISE.
USE: VAC�4NT / \ l / l j / / / DB 2182, PG 348 / / /
/ / / / /
/ "M �''� \ l l / 6B 456 G. 149) R W EEO / / �v / / � 4 05 ``� 7. ANY AND ALL LANDSCAPING AND EXISTING TREES: e SHRUBS TO
1. / /
/ / / �, :x J / / / / / / / / / FFE
/ I. `� l l / - 1- 21 3 / / / / / 4 00.70 T 4 00.70 T --- 4 05 REMAIN WHICH ARE DAMAGED DURING _ DEMOLI T ION OR
/ - ,\ \ ;i , J � / / PIN# 0658.0 8 ( /
I / / / I / 398.80 , .7 T 399.70T A Y THE CONTRACTOR
/ - l l = ; I / / / ZON/N R40 / / / � � p� / 399 0 CONSTRUCTION SHALL BE REPL CED B
I I /
l / \ / I / l / IUS . AGR1C L TURF 6ROPS / / / / / � 396 0 � 4 1.25 T U PLIZING A LICENSED LANDSCAPE CON TRACTOR A T NO / / r ( I / /
/ 0
. / / �, : l I / / / I / / / 398.75 T ADDITIONAL COST TO THE OWNER,
� IK ' / / / �,: / ,,��11111111/�I 00 ��� ��i
/ I I l / i / / / O 1 CONTRACTOR SHALL COMPLY WITH ALL STATE �` '�� A �"
/ \ I l / / / l = 400.50T 8. THE GRADING CO C �� O **
/ / / ,��/ / / I l I � / l / / / / � .� / / / p0 401.50 T �
/ / _.. + CODES I N OBSERVING EROSION CONTROL MEASURES BOTH O
/ I / / •
/ / / I / / / / 398.75T _ � F
I 191
/ j ''� I / / / / / / 398.30T ON AND OFF SITE'. C� % / / �1 I , l l I / / / C O 401.90 T Q� AV .
/ Yj m I / / / + Q .0
I / / / I 0 ERO ION CONTROL - OAS NC PR ER`IES LLC/ i / \ I I / / / ( I / / / pg p$ 9. THE GRADING CONTRACTOR SHALL MAINTAIN ALL S
/ - I / o I / ` -- -
1
DB 11633, P 1 87 / \ I I ! I I / / / o, I \ = / I / / / / 4.Q 401.50T DEVICES AFTER EACH RAINFALL EVENT OR AS DIRECTED BY STATE
/ -I 1 r I n \ I ° A U THORI TIES OR THE ARCHITECT. - 9 5 3
BM 2000, : P . ,7 V ( � I I I I / / \ r = � / ( / / 39 7.00 Vr / lift �
/ I \ \ �< / / 401.75
PIN# 0658.04 --- 70 37 1 I I \ ! • I ( I I l I / / \ \ / 10. SITE IS NOT WI THIN 100 YEAR FLOOD PLAIN. �: F�/ �GQ' 4�
NING ILl I ( / / \ / \ / -- <� GINS .
zo I I I I I I _ �- / / \ \ \ I op �, Q'
USE INDUSTRIAL BU LDI G q_; i I r / \ ` 401.35 11. THE GRADING CONTRACTOR SHALL BE RESPONSIBLE FOR OFF --SITE �'' �. �. ���
I 395.0
I - 402.4 T 401.95 4 02.45 T
ma�.yy,. ww
I AV
.. .. I 1ti:i I .. \ .: - .. _'wTnif,[S? :l�t"wE'Kft :F ri. - }.M., -' / I 11 37 .OD / I 402.45T 402.45T 5 ���������
/ l ( �� $
_ 1 DISPOSAL OF ALL CLEARING AND GRADING WASTE MATERIALS 11 �•
D 0 i GENERATED DURING CONSTRUCTION ANO FOR OBTAINING
. - I Z / / . . I
�� I I
I
\ \ ALL APPLICABLE PERMITS FOR OFT' -SITE STOCKPILES AND /OR
. . 402.65 402.75 402.75
I I I \ x 402.75 WASTE AREAS.
I I I / 399.00 _ . 1. J
\ I / I / •� 402.70 402.3 12. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL TOWN 1. -I . I I ,,� % f 399.00 --�
I I I / /
.
OF FUQUA Y- VARINA AND NCDOT STANDARDS ANDSPECIFICATIONS,
I unl I 1 % °`I I
\- 1 I / I 2 2 4" PVC 2 r-4 02.82 F 402.82 I ) ( �� � I \ C 2 13. WETLANDS AND STREAMS HAVE BEEN FOUND ON SITE. NO WETLANDS
I i \ I I I / WILL BE DISTURBED ON SITE, STREAM CROSSINGS WILL BE PERMITTED
�° I ( �\ �� 1 / I � / J � 398.40 I \�
I � \ < I � I I / I � � WITH THE NCDENR DIVISION OF WA TER QUALITY AND THE . USA COE.
i 1 \ \- I '� 2 1 I I / I �
.11.11 11 -1 ,X 1 �\,\ \ 1<�, I I 1
1. o i / I \
1 / I I I 4�
1 7\
j 399.00 -� N
I { \ 3 00_ 1 1 1 \ o
1 t 1 / \ ._ o
\ \ \ I I I 1 _ \ DRAINAGE STRUCTURE SCIDULE
1 j ` I i 403.00 NEW Y I '\,\ I I
X 1 1 v.�. I \ 1 1 I � \
I .
1 , 1 I I \ J, 1 STRUCTURE NO_ PIPE PIPE PIPE PIPE UPPER LOWER UPSTREAM STRUCTURE DATA
1 ` 402.90\ 8��� PLAY EQUIPMENT
1 ` 6'y I I I f \ A \ R UP STRM DN STRM SLQPE DIA LENGTH MATRL IW. INV. TOP ELEV. DEPTH TYPE
_ `. ' I ! I<r • ` TOL . 90 �� 4^ Al SEA, GRADE TO \
,J
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\ .
1 \ I `AREA, C�ADE TO \ _ _ � -IN BELOW FINISH \
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\\ I � 2 GR - SEE STAKING
\ 1 1 \ I \ �. ? -IN 13ELOOV FIN! ` \ - \
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PLAN ADDITIONAL
. \ \ \ 15 23 RCP 394.30 394 0�l 398.5 4.1.
._ 1 \ ADE, SEE :STAKIN � INFOR N. o ,� A4 1.30.x, ce
N FOR AD I T10i11 \ 400.30 � �- \ \ A4 A5 1.87% 15 16 RCP 393.90 393.60 398:55 4 :65 CB
1 c� \ 402.50 N o °
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• I INFORMA TI \
\ °
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1.30
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of
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\ \ \ \ \ \ s
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-- � � � \ \ \ 400.05 � � • 19 \ a --- \ \
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\ \ \ 401.15 401.40 4Q2.10 \
. 1 I \ 1 \ \ \ I E8 D2 ° 7
\ \ \ \ \ \ \ � � 402.65 402.4 \ B1 B2 2.50 !° 36 104 RCP 386.50 383.90 389.77 3.2 , FE S
I I I \ `AG \ \ \ 1 \ \ 402.80 p / \ . 11 \ \ 1 \ � \ - \ \ 1I•' -. � C1 C2 4.39°x° 15 294 RCP 400.50 387.60 404.45 3.95 CB 14 I I . \ \ \ I ` \ - _ _ _ _ _ 402.30 402.3 402.75 402.77 O C2 C3 234% 15 64 RCP 387.50 386.00 391.50 4.00 CB
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L__ -- J L___- J =40 D3 Dd 02 5 PA
wife, nd \ L H
WILLIAM H. HOWE, a \ \ \ \` \ 2 \ r,� �\ 402.3 �6 / 02. t 0 \ \ °
ELENA V. HO WE \ ____ - - \ \
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\ \ \ \ \ \ \ `_ \ 402.77 � D5 D6 105% 18 76 R CP/SD 394.50 393.70 401.80 7.311 CB
DB 11730, PG, \ I • -� \ � \ '11\ 402.15 v o 0 0 o v \ M o � o MacGregor Park
336 \ \
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\ \ \ \ \ Q -L - _ = _ - - 1 -C - _ - - - - \ � 402.20 402.55 402.65 / E�- 75 \ D7 D8 1.03 °�u 24 174 RCPISD 392.90 391.10 400.50 7.60 DI Suite 310
PIN 0658.04- 70 -4531 # I \ \ \ \ o. \ r - (�\ i \
i I \ \ \ \ \ \ \ \ \ \ D8 D9 1.25% 24 16 RCPJSD 391.00 390.80 400.50 9.50 CB Cary, North Carolina 27511
_ ZONING: LI ( j � \\ \-SF, I \ i I \ I PLAY EQUI�IafE.ALT _ '� \
\ \\ D9 010 1.45 °0 24 23d RCP/SD 390.70 387.30 400.50 9.81] cB Phone: [phone]
1 .USE. VACANT \ \'per \ \ I \ I I I 40 \ ,
1 \ ,N \ AREA, GRADE TO 402.90 / \ D10 D11 3.03% 24 234 RCP/SD 387.20 380.10 397.00 9.80 DI Fax. [phone]
_\ \ \ \ -v \ \ I \ I 401.32 / 7 � \ \ 402.\77 � I 11
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_� \
\ \ �, - - - - T \ - - - - �-J 402.30 6 -IN BELOW FINISF� ` \ \ \ o
\ / \ \ D 12 013 0.58 l° 36 224 RCP 374.00 372.70 379.00 5.00 Y
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\ \ <1 � FFE- 403.00 \ \ °
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. I I.,.:.:: ...'. I � � I I . - I \ \ \ `,, \ \ '`' --- -/ 1 ` \ \ \ D1 ELEMENTARY
/ / / ` \ \ \'off \ �\ \ 401.12 FFE= 403.00 / \ \
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402. \
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.. / \ . ^ \ � ` r \ \ DZ 012 6.96��0 15 112 RCP 382.00 374:20 395.00 13.00 DI WAKE COUNTY P
\ 1
/ / / \ \ \ \ \ \ ` MM n M nn
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/ \ \ �- Nq 4 - R \
/ �M � ' CLA a B- STIONE / OUTLET UC TURE �- - 5.169 a 18 64 RCP 353.30 350.00 363: 00 9.7 0 MH NAT J CT NO. 010341.00
/ / \ \ _ � - - FES T \ \ 029 0� ARC ECT 3 PRD E
\ / - - - - -
\ / - --
/ -�'�`- \ -_�'� '� -- / / _ \ - _ - -- - -- - -- -- -� �� \ CLN PROJECT No. 0b -1215
\ ��•.
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- - _ _ = _ _ - _� - ` - - - �J \ ' E2 E3 0 69 °0 15 58 RCP 398.00 3.97.60 402.00 4.00 DI
/ / \ \ \ ` _ s� _ !: E3 E4 0.65`: {° 15 62 RCP 397.50 397.10 401.00 3.50 DI Q -'AD ift / FT - - - - _ _ ,
\ _ / //� / \ \ \ _ �e'/4�C`_ i'�� 1 " - -� - - - - '. f.. -,0 E4 E5 0.7 7 Q o 18 124 RCP 397.00 396.05 401.70 4.7 0 D �� Ln U
\ / / \ \ \--1. � R,« ` '' ��_ �- ./ / E� E6 0 83 , ° 18 42 RCP 395.95 395.60 402.00 6.05 MH
\ . / / \ \ \ b' ^ T1 UMI ET . , E3 0.65.0 15 . , 46 RCP 398.00. 397.70 401.50 , 3.60 DI UMD LAN
%ft /� `_ � / --1 E2% I
\ / / RONALD E. DRIVER, and wife, \ - _ _ - - TRIP --:. 1.,.- / / 4 2.32 °' �,o D I Q
/ PHYLLIS J. DRIVER \ \ - -- - - _ i , - _ •_•,._ " / / E8 E o 15 56 RCP 398.50 397.20 402.00 3._
. - ----� / \ \ 5.- / / / / /
OB 6 740 PG. 617 \ _ . �` I ^�
A \ / / / /
�c BM 1994, PG. 1809
/ SEED
I / . BM 1995, PG. 999 - ` _ .' 12 Lx5'Wx22' / / / / /A CRd NaIFS LEND _ Q 12 @ L5=" 0 w [2
C4 I PIN. 0657.02 -89 -3708 - -- - - - -- - _ \ 6LIASS B ST NE / / / PO POND OUTLET
{ ZONING: R20 � � ` � I / / / / � 1. T ELEV. OF )7 IS Rig SURFACE INFLUENT; CB CATCH BASIN, SEE DETAIL SHEET C7.6.
� ' USE: Ponlo �� �� 1 I I j i / °� � FEB 1 4 \ / DI IS TOP OF (RATE N14 AND (�W IS TOP OF CO CLEANOUT, SEE DETAIL SHEET C7.4. 2008
\ ` � � i I i I J / RIM; AND C9 IS TAP 09 HOOD. 01 DRUB INLET, SEE DETAIL SHEET C7.4.
11 . I . - - - - - - / /
� / DENR - WATER
\ GRAPHIC SCALE �
> > I i FES FLARED END SECTION QUALIT`►'
\ � REFER TO V n uTY PLAN 1"OR Row ORA wE WETLANDS AND STORMWATER BRANCH
� I 2' ID INUNE DRAIN, SEE DETAIL MEET C7.6.
40 \o \\ 20 40 s0 teo � � \ LATERAL PIPE'S MH MANHOLE, SEE DETAIL SHEET C7.6,
_ - \ .3. ALL DOMNSTREA�I Oil TLI" STRUCTURES SHALL BE RCP REINfARCEO CONCRETE PIPE 1. 11 _ A END XCWNS ( ) UNLESS R /SD DRAIN, SSE . . \� 1F FI�4!?ED FES CP RCP W ' SUBORAIN .TRENCH '1� ( I.. :. i \ OINERMlSE. SECIIUN OVN DETAIL SHEET 07.5.
... \ *
.11 I . 11 N F9ET- ) Y1 OPEN THROAT YARD- INLET, SEE- DETAIL SHEET C7.5.
+ ~r 40 f t• \
®1 STRUC7VRE ID. NO.
�� \
\ \
© 20Q� SMALL. KAII ARCWITECTS, P�4. AL.I_ C�PYRIGWT.1R�TS RESERVED. 12 FEBRUARY 2008 0
\ \ \

I . I --- ____ - KEY NOTES
- ­ __ ____. ­­­­ I
A TEMP. TREE PROTECTION FENCE, SEE DETAIL SHEET C7.1, __0____0____0_
B CLEAR AND GRUB, STRIP TOPSOIL WITHIN CONSTRUCTION LIMITS.
8 CSTRUCTURES /U TIL1 TIES TO BE REMOVED.
D
REMOVE MAILBOX. CONSTRUCT NEW MAILBOX IN NEW LOCATION (SEE
STAKING PLANS). MATCH EXISTING MATERIALS /DIMENSIONS.
E RELOCATE SIGN. INSTALL SIGN IN NEW LOCATION SEE STAKING PLANS.
1
F UTILITY STRUCTURES TO BE RELOCATED /REMOVED BY LOCAL UTILITY COMPANY.
COORDINATE SCHEDULE WITH LOCAL UTILITY COMPANY.
. �� . . . � I �� � .....­. 1. ­ 1 � . 1. . 1 I I I � . .. I , .. � .. , 11. .. � � I � I ­ . - ... � . I . � I . 1 I 1� . . -� I � I � 1 1. 1 1I . . . . I 1I . '. .'. .. I . 1: . 1
. . . - . . :
ZONING: R40
i inch = 40 f t. '� .
I 1 I 1 .
USE. SINGLE FAMILY RESIDENCE
N/F
: I .11 � 1. I 11 - 11 �� . . - ..I.I.-.. - I.... - 11 11 0 15 "RCP W
LEGEND=STRUCTURESIUTILITIES.,TO..
..
K & A DEVELOPERS, LLC INV = 423.18' „
.. .
D8 9246, PG: 1057 ; -- - - - - -- E =- - - - - --
15 RCP - - - - - OVERHEAD LIGHT POLE LP
INV= 423.68 ELECTRICAL
PIN 0658.04 - 9 -- 7oez 2 "TREE 15 "RCP \ I
I �\ - \ , UNDERGROUND ________ -- - - - - -- UTILITY POLE ,PP
ZONING:. R20 \ � � / / �_, V= 422.53 � � J UE
_ 1 RCP ► ELECTRICAL \ � USE: AGRICULTURE /CROPS \ 42 r-- --- r i ,� / 1 CP � � � sHR e \ �
� 1 / \ \ \ I X \ \ / I = 425.89 / ► MA H LE MH
i ..
�„!- / / \ \ � 1 15 RCP_. GW� INV= 1.99 � ► II f j - -- I FIRE PROiE'CT10N -- - - - - -- FP--- - - - - -- N 0 O
1 18 RCP ` \ � _ >c o TP - JPE_ -
. \ V 419. �- \ P ► - _ CO
I \ � = 87 15 RCP - \ � - -�� �_ 4A =_ --- - AS -- - - - - -- G -- - - - - -- CLEAN- OUT
INV 414. = 2 "TREE �� 1 _, E - - - .0 G O
\ \
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�- \ _ 15 "RCP ' _ - -
-_
. � \ \ _ � \ ____`� - - - a 1397 . � �� � � -,_ - w
D CB
_ \ 15 / / � I N V- 418.83 `�� G T E '� 1 > i-
� . ��,x..... • ;��- �������_�- - '`�` '�- � � � 425 �.. __--- _ � r� , � SANITARY SEWER - - - - - - - - SS - - - - - - - - DROP 1 NLET, CA TCH BASIN
R , \ \ ��� ` -7 \ IN V= 415.8 7 / i 1 i v i X = __ - . - - -�► % -- _-- _ --� " FMB
\ \ _- +- FH
s��.. �._:.... - J 6C� PUBLIC R � � �` \ \ - F Z _ _:, {L�.:: ( -- - - -- _� '� _ _ _ -- - - - - -- -- - - - - -- FIR HYDRANT
. .� \ \ -14 � I � jl - �,� �- � _ _ - TELEPHONE T E -6 FH
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__ _
1 RCP _ _
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A _ _ _ - T , _ _� MAIL BOX o MB
- _-J - - - -- _ ,� ,� -�j� __ - __� - -r- ��-r - -� - ! R MAIN --------FM--------
�- - _�- - - I I U T _ - - -- � FORCE . .
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X . _ � -7- 15 "R / .
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I I Q --- X X - - X -� \ I ` IN 4 5.53 l
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Q v 18 "RCP I \ \- � ti r
CREPE . MYRTLE I ► . l I N V= 414. 78 w ( \ 1 "RCP
I .. / , HARL I I iv � 1 = 425.8 .
.\ - / ,/ REMOVED
I I •\ 20 OAK � � I 08
1. / - l i N/F e NIF OVERHEAD LP
-- - - - - -- -- - - - - -= LIGHT POLE
/ / DEREK RAY, and wife,
PINS E
� BULLOCK FAMILY, LLC '� ARAN RAY ELECTRICAL �
/ OB t 0717 PG 2733 P .
USE: SIN UNDERGROUND '
Qj 8M ) 991, . PG. 526 DB 10002, PG. 1074 ELECTRICAL 1-- - - - -_- UE-- -- -m" ' UTILI TY POLE Ar
. N F PG 526 -
PIN 0658 04 -90 -3498 8M 1991,
11 / W FIRE PROTECTION ---------- - - - - -- MANHOLE E)MH
LA IRA L::KR IER ZONING. R40 PIN# 0658.04 -90 -0367
I 11 � ZONING: R40 GAS - - - - -- --
DB 12352, G:. 95 U$E VACANT
G CLEAN OUT CO
SM 1991, PG. 526
/. N/F / USE: SINGLE FAMILY RESIDENCE
PIN, 0 58, 04 =-g±0 _- P7
SANI TARP SEWER -- - - - - -- 5�--- --- - -- DROP INLET,CATCH BAS /N 1, e
.
BULLOCK FAMILY, -LLC N/F
ZONING$ .' R40 MI Y
US SINGLE FAMILY . RE DENCE 1. N/F
DB 10717, PG. 2733 BULLOCK FA L , LLC
FH
BM 1991, PG. 526 717, PG. 27 ;X 14 TELEPHONE - - - - -- T -- - - - - -- FIRE HYDRANT --
. De 0 33
. 11 BULLOCK FAMILY, LLC
PIN 0658^04 -9 -4348
BM 1991, PG. 526
. : :�1 - �p DB 10717, PG 2733` N/F UNDERGROUND WV 11 . ZONI G• R 0 PIN 0658 04-- 90- 5239 •
BM 1991 PG. 526 '
-- - - - - -- (Jj'-- - - - - -- WATER VALVE
. USE: VACANT ZONING R40
EARLY EUGENE NEWTON, A., and wife, TELEPHONE
FA YE C. NEWTON �zX� v_ r a z�:.; .1111 GIN
PIN 0858 04 -90 -3557 FIBER OPTIC FO CONSTR. /CLEARING LIMITS TS
• USE: VACAN T
ZONING R40 DB 3562, PG. 586
-- - - - - -- -- - - - - --
USE VACANT
- -- - BM 1985, PG. 911 PA VEMEN T, $) ,J, STRUCTURES, ...
PIN, 0657.02 -89- 7821 FORCE MAIN - --- -- FA+H- - - - - -- Cd�G TO BE REI410VL0. ; ;
. I ZONING: R20
USE: SINGLE FAMILY RESID NCE STORM GRAIN = _ _ • = _ _ _ _ _
INDIVIDUAL TREE
. . I
. .
�l �. TO BE REMOVED. �.
� I
. I.,
.. I I . r 1. - , ­....�� . GENERAL � I : - P40TES
f
... .
I .
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� . .
AREA:*A � I � � � . 1. ALL UTILI TIES OR STRUCTURES NOT INDICATED TED FOR REMOVAL OR
. . �
MODIFI CA TION AR?Y . TO REMAIN AND �BE PROTECTED FROM DAMAGE.
. I �: .. _ ,
11 . � .11 I .. .
2
'� % � � \ ` \ . ALL WASTE MA TERJAL GENERA TED FROM CLEARING AND DEl OLI T(ON
\ \ \ \ \ \• \ ACTIVITIES SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE MTH
\ ` \ �x �,� W1 TH ALL APPLICABLE RULES AND REGULATIONS. CONTRACTOR SHALL
. I ... I . � I � . � I . \ \ \r }
I \ � J SALVAGE ALL SICNAGE, METERS, ETC. TO OWNER. COORDINATE W1 TH
�\
.. N/F \ ,-\ � \ \ OWNER PRIOR TO DEMOLITION,
N/F �7 L \�� y rf \ \ \ <_
JEFFREY FOURNIER, and wife, � -:� % N/F N F _ - � V,� J. INSTALL TREE PROTECTION FENCING PRIOR TO BEGINNING CLEARING
PHILUP SETTLE, and wife, MICHELLE FOUR�NIER NSF / � L �==` � � � \ \ HAZEL P. DICKENS FAMILY LIMITED TED PARTNERSHIP
HAROLD VAUGHAN, and wife, �41w l ._.. OPERA TIONS. CLEAR AND GRUB AS NEEDED WITHIN CONSTRUCTION
N/F DA WIN SETTLE OB 12658 PG. 0) 6 KERRY MARLE Y 1 \ \ MELISSA BAKER
SUSAN VAUGHAN I I I I \ LIMITS PER SPECIFICATIONS AND DRAWINGS. EXISTING TREES,
KEVIN FI GG, on d wife, DB 10200, PG. 1898 OB 8088, PG. 1090 - � \,� F BM 1994, PG. 1`645 \ D8 9231, PG. 2359 SHRU S OR OTHER LANDS AP A T � FRANCENE FIGG SM 1994 PG. )645 BM 1994 PG. 1645 DB 11242, PG. 1798 v� �� j ) \ * \ O. B LANDSCAPE MATERIAL WHICH WILL CONFLICT WITH
RODNEY GO WIN, and wife, PINJ 0667.01 -09 -3919 ' BM 1994, PG. 1645 n I I I \ . \ PIN# 0667.01-19-1335 NEW CONSTRUCTION SHALL BE REMOVED (WHETHER OR NOT SHOWN ON
VICKI GODWIN D 11654, PG. 27 9 P!N# 0668.03 -00 -2046 ZONING: R40 PINS 0667.01-09-3991 i I \ \ \ '� ZONING: R40 THE DRAWINGS) FOLLOWING APPROVAL OF ARCHITECT. BY
4 P ZONING: R40 ZONING. R40 PIN/ 066 Z OI - 09 -3794 �/ I � \ \ G �
OB 1086:., PG, 1704. :199. , G. 16 USE. SINGLE FAMILY RESIDENCE ) � , ��� \ \ � USE. AGRICULTURE /CROPS SUBMITTING A 8IL?, CONTRRACTOR ACKNOWLEDGES THAT THE SITE HAS
PIN . 0668.03 --00 -- 37 USE: SINGLE FAMILY RESIDENCE USE. SINGLE FAMILY RESIDENCE ZOiIVING. R40 _ _ \ \ \
P 1645 � / _- \
\ BEEN IN VESTI GA T D TO DETERMINE TYPE SIZE AND QUAN71 T Y OF
BM 199 G. USE. SINGLE FAMILY RESIDENCE �/ J ,1: \ n \
PIN# 0668 43-� 00= :1179 ZONI N.G, R4a
�� /I I `\ 9 \ \ o, CLEARING REQUIRED FOR CONSTRUCTION.
• R4 USE: SINGLE FAMILY RES DENCE ��/ \ \ \ \ \
• ZON G, 0 (�) � / / :• / \ \ � 4, REMOVE EXCESS TOPSOIL AND DISPOSE OF PROPERLY OFF -SITE.
U$E. SINGLE MILY RESIDENCE ` \ \c
1.11 „ / / / \ \ \.
15 R P / _ /i.. \\ \ W I .. vn
_ \
IN V= 33.82 / / \ l 5. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT
\\- TO PROVIDE A S: AIGHT AND UNIFORM JOINT WITH NEW
s "TREE _ � % �! \-- � I \ S \ \ \ CONSTRUCTION. ANY EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER,
. 6 rRE� 15 RCP -10 - ._� f, v� G �, , ETC. THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL
I N v= 4 32.4 9 ' \ c� _ ` � / " � {. T S \ \ \ I BE REMOVED AND REPAIRED PER THE . SPECI FI CA T IONS AND DETAILS
11 15 "RCP \ �� -`' SIB' ��`'� S �\ \ \ BARN OR TO MATCH EXISTING CONDI TTONS (WHETHER OR NOT SHOWN ON
15 CP - = � \ sHRVe� � J1P - -�� i i , \ \ \
1 i \ � \ R D THE DRA WINGS To BE REMOVED UTILITY INSTALLATIONS MAY UTILIZE
15' 'RCP �-- IN X6.87' 15 "RCP l 4 TR �� INV= 431.98 o Q ,. sHRVe SHRUB , �� , r', G \ \ \ \ )' .11
/ �- IN 0 ,\ \ o `�� UT _I �,` _._- --y_ T. / , / , 6 "r \\ \ \ OPEN CUT OF PAVEMENTS UNLESS INDICATED OTHERWISE. ,TRENCH
INV= 423.68 c� 1 �CP i } \ .r � - \.,� 4 T \ \ IN EXISTING ASPHALT SHALL BE PATCHED PER PAVEMENT REPAIR
J 0° I INV = 4 7.34 I w i I --, - E _____C I ► r. E-- T i 3 5 �y \�� 2 DAR \ �\ \ \
Q _ - � 4 \ \ DETAIL.
. r- RCP: J .I I -4 Lu �i - I \ = r` _ E sf+RVe _" -�2"r €€- 435 -� ,,,! � / oAK \`a\ �\
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> _ �= - E MPS= - = - - - P - G �3 \ 6. PROTECT ALL ADJACENT PROPERTIES THE GENERAL PUBLIC. AND
425.89 I I lP r F _ _._ -. _. I 1 - CP / DAR
r
�' -�-�E ;:- -- - - - - - � -- - - �. .� - _ j _ / Z \ \�` 0 ALL OF THE OWNER'S FAC/LI TIES. SHOULD DAMAGES OCCUR NOTIFY
APE. ;D - ve _ - _ r _ _ _ INV- 434.0 cEDAR ,
TP -=. nA:� 1. - - 435 _
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--8 1� �- A L - Oy K \
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.. I 1 43 ' / ' -- -- T' , _ _ _ , - G \ \ \ 7. THE CONTRACTOR SHALL EMPLOY A QUALIFIED U TLI TI Y LOCATOR
-�- _ f ,11 r / ,fir B _ -�- �-r �' s 1 AR \
20 OAK \ _�- \ \ \ SERVICE TO LOCATE ALL UNDERGROUND UTILITIES (INCLUDING BUT
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-'" - - - - �. -s�-;� 5 LP \ V= 429.95' INV- 430. 4 ( _ _ _ _ 35 \ \
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- t- �" 8 ) INV 429.05 'C \ - _ _ _ _ _ - - - �_
_ S � f \ \ \ NOT LIMITED TO ELECTRICAL, TELEPHONE, GAS, CABLE, FIBER OPTIC)
W.- _ / : - 12 "SLATE \ �n� 60 P(�e _ _ _ / - _ / S \ , \ \ \ o WITHIN THE LIMITS OF CONSTRUCTION.
- <� 15 "RCP 15 "RCP \ � `� -- HEAD LL_ - --- - - - - -- -- - -_-___ -� / / \ \ \ T--)
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T - - - -- r �-- -�- _ -- --� 435 , C, ,� O ,� \ � \
' Q FINV - 42 7� _ _ - - - - - -� _ ---_:_ .__ _. -� ,r -_ _ -- - _ - - - _` f _ N� 3 CEDAR \\ \ \ \ EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN
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:. /� -- �'� ,-� i - - - ._--- 430 - _ -- -- -- APT` --�- - - - x -�- \ \
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`- - I 11 __ �'� f _ -' / - -- --- - - - � I �\ \ / \ �' ` \' \\ \ UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE
- f - / / ( fj � -- --- -IP 15 RCP 7�F' \ \ \ N F 2 TREE \ \
O I I \ / \ \ \ \ MODIFICA TION TO THE PROPOSED DESIGN.
--� /� -.� . '�- �/ - IN = 430 7' I \ \ ` \
- --� -- , ` % , � 15 "RCP `\ V 0 I z I (3 \ � � DONALD DICKENS, and wife, � \ \ t
W \ / VIRGINIA DICKENS \ \ \ 9 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE
;% -� i i� J \ INV = 428.09' ` 2 TR \ U .. O "TREE Y. '
,; - P �� / ��' �`\ Q: PINE / Q \ \ I Z TREE DB 39 78, PG. 4 73 O v' \ \\ \ \ LOCAL, S TA TE ANfJ OSHA REGUL A T IONS.
� / O ' \ I� I 15 RCP \ \ 435 BM 1984 PG. 1056 CREPE MYRTLE -s, \\ \\ \
\ \
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424.65 � / / ; u, / � x f 4i \ IN V= 430.42' > ve ` 10. EXISTING MANHOLES VALVE BOXES VAULT EANOU TS UTILITY , \ i l \ PIN 0667.01 -09 -2347 \ \ S' C '
\ L L TY POLES
. // % 1- RCP \ / \ � _
/ " \ \� ETC TO REMAIN IMTI-t /N THE GRADING LIMITS SHALL BE ADJUSTED AS
.1 , ' \ / i HOLLY ZONING. R20 O \
. 41, _ �'\ /� i V- 426.4 7 / \ 3 ) \ \ NEEDED TO FUNCTION PROPERTY WITH THE PROPOSED FINISHED GRADES
%� \ r' , \ USE: SINGLE FAMILY RESIDENCE i \ / i \ I \ \ RR.. / ()�) \ WETHER OR NOT INDICATED TO BE MODIFIED).
V4 5.53' 1 RCP \
_ 30 OAK �� \ \ I \
) y _ , 15 RCP
IN v- 426:35 _ � / / \ \ \ \ \ \ 1 t. GENERAL CON TRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS
f,� � NSF INV - 427.74 \' ' \ \ I PATHS LOCATIONS LIGHTING ETC. W OWNER 1.
1 "RCP NAPLES GROWN, and w� fe, N F `� \ `\ "eRA
I = 42 5..8 BAR8ARA -: BRO OWN MICHAEL H. AKI NS �� U \ \ 1 D�RD 12. EXISTING SITE INFORMATION TAKEN FROM SURVEY BY MCK1 M AND CREED. 1. > . SURVEY PROVIDED BY OWNER AND DATED
9/7/07.
DB 12500, � PG. 2693 DB 2078, PG. 231 / M B o \ \ \ \ AR
BM 1995, PG. 1510 / \ ` \ \ 13. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO
1995, PG. 1510
\\ \
\ \ \ REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION
PINS 0�5 7.02- 99 -�56 PINS 0657.02- 99 -4683 EPE MYRTLE I � \ \
ZONING: R20 ZONING. R20 6 TREE -- - -- ~ 15 R P LACED
SHALL BE REP BY THE CONTRACTOR UTILIZING A :LICENSED
USE: SINGLE' FAMILY RES ENCE USE: SINGLE FAMILY RESIDENCE \ IN v= 8. 4
G_ VEL \ LANDSCAPE CON TRACTOR AT NO ADDITIONAL COST TO THE OWNER.
- �\ A\ (PIPE
\
N F
\a,\ NOT FO \ 14. ALL DRIVEWAYS, SIDEWALKS AND /OR MAILBOXES WITHIN, HERBERT AKINS
I . I . I I . I � . I I . . 1 9 9. . I � � � I I . � . 9 \\�
ROBERT PEELE, BRADFORD PEELE,
9 ­1 I I ­� 1 9 \ � ROAD RIGHT-OF-WAY THAT ARE TO BE DEMOLISHED ..DUE Td GRADE
. I � AND ELIZABETH PUCKETT I \ \ \ 9 1 9 N /F \\\ \\ \ CHANGE OR UTILITY INSTALLATION SHALL BE REPLACED TO THEIR ORIGINAL
\ CONDITION. SEE SHEETS C).1 AND C1.5 FOR DR1 VEWA Y, SIDEWALK AND
. ... I I I DB 12059, PG. 698 RICHARD CANTIN '�\ \\ \ \ \ � I I I
A� I . 111. . . . I BM 1984; . PG. 587 D8 12173, PG. 1121 ��� \\\ ° \\ \
im I . ., I .1 1. - � . . ­.. I � . I .. MAILBOX LOCATIONS
.11 I . . 1 . I � I I I I . � �.. . . PIN# 0667.01 �-09-- 0847 1
. � .1
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. - I I - . . BM ) 9f34, PG. 587 d� \ \\ ` \\ \ I I
..­..� ­ I - I ZONING. R20 . , PIN# 0667.01 -09 -0744 Pa'' \ \\ `\ \
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. I . ­ I -
. .. - � . 1. USE. I ZONING. R20 I \\ \ ALL CONSTRUCTION SHALL BE IN ACCORDANCE I
. "...... �p . I . .1 . � . , . . . USE: SINGLE FAMILY RESIDENCE' \? \
. - ... �� � \\ Wl TH THE TOWN OF FUQUA Y- VARINA AND I �
1. . �
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11.1 . GRAPHIC SCALE \ \ NCDOT STANDARDS AND SPECIFICATIONS.
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1 1 1 1 1 1 1 . TOP= 429.70' � �\ "\
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WAKE CVVUV 0 ll Ir'l�J o L��C
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FUQUA1'- VARINA, NC
12 fEBtQ1ARY 1fL08 Emim
C2.5
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N/F
KENNETH LAKIN, and wife,
�F
SHARI LAKIN RODNEY G
WIN, and wife,
N/F DB 7642, PG. 704 VICKI
GODWIN
KIMBERLY M. KOCH/S BM 1994, PG. 1645 OB 1086
, PG. 1704
1
DB 7066s PG. 605
1 PINj 0668.03 -00 -1239 BM 199 GRAPHIC SCALE
ZONING: R40
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A TEMP. TREE PROTECTION FENCE, SEE DETAIL SHEET C7.1, __0____0____0_
B CLEAR AND GRUB, STRIP TOPSOIL WITHIN CONSTRUCTION LIMITS.
8 CSTRUCTURES /U TIL1 TIES TO BE REMOVED.
D
REMOVE MAILBOX. CONSTRUCT NEW MAILBOX IN NEW LOCATION (SEE
STAKING PLANS). MATCH EXISTING MATERIALS /DIMENSIONS.
E RELOCATE SIGN. INSTALL SIGN IN NEW LOCATION SEE STAKING PLANS.
1
F UTILITY STRUCTURES TO BE RELOCATED /REMOVED BY LOCAL UTILITY COMPANY.
COORDINATE SCHEDULE WITH LOCAL UTILITY COMPANY.
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INV= 423.68 ELECTRICAL
PIN 0658.04 - 9 -- 7oez 2 "TREE 15 "RCP \ I
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1 18 RCP ` \ � _ >c o TP - JPE_ -
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-- - - - - -- -- - - - - -= LIGHT POLE
/ / DEREK RAY, and wife,
PINS E
� BULLOCK FAMILY, LLC '� ARAN RAY ELECTRICAL �
/ OB t 0717 PG 2733 P .
USE: SIN UNDERGROUND '
Qj 8M ) 991, . PG. 526 DB 10002, PG. 1074 ELECTRICAL 1-- - - - -_- UE-- -- -m" ' UTILI TY POLE Ar
. N F PG 526 -
PIN 0658 04 -90 -3498 8M 1991,
11 / W FIRE PROTECTION ---------- - - - - -- MANHOLE E)MH
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SM 1991, PG. 526
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BM 1991, PG. 526 717, PG. 27 ;X 14 TELEPHONE - - - - -- T -- - - - - -- FIRE HYDRANT --
. De 0 33
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BM 1991 PG. 526 '
-- - - - - -- (Jj'-- - - - - -- WATER VALVE
. USE: VACANT ZONING R40
EARLY EUGENE NEWTON, A., and wife, TELEPHONE
FA YE C. NEWTON �zX� v_ r a z�:.; .1111 GIN
PIN 0858 04 -90 -3557 FIBER OPTIC FO CONSTR. /CLEARING LIMITS TS
• USE: VACAN T
ZONING R40 DB 3562, PG. 586
-- - - - - -- -- - - - - --
USE VACANT
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PIN, 0657.02 -89- 7821 FORCE MAIN - --- -- FA+H- - - - - -- Cd�G TO BE REI410VL0. ; ;
. I ZONING: R20
USE: SINGLE FAMILY RESID NCE STORM GRAIN = _ _ • = _ _ _ _ _
INDIVIDUAL TREE
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�l �. TO BE REMOVED. �.
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AREA:*A � I � � � . 1. ALL UTILI TIES OR STRUCTURES NOT INDICATED TED FOR REMOVAL OR
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MODIFI CA TION AR?Y . TO REMAIN AND �BE PROTECTED FROM DAMAGE.
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11 . � .11 I .. .
2
'� % � � \ ` \ . ALL WASTE MA TERJAL GENERA TED FROM CLEARING AND DEl OLI T(ON
\ \ \ \ \ \• \ ACTIVITIES SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE MTH
\ ` \ �x �,� W1 TH ALL APPLICABLE RULES AND REGULATIONS. CONTRACTOR SHALL
. I ... I . � I � . � I . \ \ \r }
I \ � J SALVAGE ALL SICNAGE, METERS, ETC. TO OWNER. COORDINATE W1 TH
�\
.. N/F \ ,-\ � \ \ OWNER PRIOR TO DEMOLITION,
N/F �7 L \�� y rf \ \ \ <_
JEFFREY FOURNIER, and wife, � -:� % N/F N F _ - � V,� J. INSTALL TREE PROTECTION FENCING PRIOR TO BEGINNING CLEARING
PHILUP SETTLE, and wife, MICHELLE FOUR�NIER NSF / � L �==` � � � \ \ HAZEL P. DICKENS FAMILY LIMITED TED PARTNERSHIP
HAROLD VAUGHAN, and wife, �41w l ._.. OPERA TIONS. CLEAR AND GRUB AS NEEDED WITHIN CONSTRUCTION
N/F DA WIN SETTLE OB 12658 PG. 0) 6 KERRY MARLE Y 1 \ \ MELISSA BAKER
SUSAN VAUGHAN I I I I \ LIMITS PER SPECIFICATIONS AND DRAWINGS. EXISTING TREES,
KEVIN FI GG, on d wife, DB 10200, PG. 1898 OB 8088, PG. 1090 - � \,� F BM 1994, PG. 1`645 \ D8 9231, PG. 2359 SHRU S OR OTHER LANDS AP A T � FRANCENE FIGG SM 1994 PG. )645 BM 1994 PG. 1645 DB 11242, PG. 1798 v� �� j ) \ * \ O. B LANDSCAPE MATERIAL WHICH WILL CONFLICT WITH
RODNEY GO WIN, and wife, PINJ 0667.01 -09 -3919 ' BM 1994, PG. 1645 n I I I \ . \ PIN# 0667.01-19-1335 NEW CONSTRUCTION SHALL BE REMOVED (WHETHER OR NOT SHOWN ON
VICKI GODWIN D 11654, PG. 27 9 P!N# 0668.03 -00 -2046 ZONING: R40 PINS 0667.01-09-3991 i I \ \ \ '� ZONING: R40 THE DRAWINGS) FOLLOWING APPROVAL OF ARCHITECT. BY
4 P ZONING: R40 ZONING. R40 PIN/ 066 Z OI - 09 -3794 �/ I � \ \ G �
OB 1086:., PG, 1704. :199. , G. 16 USE. SINGLE FAMILY RESIDENCE ) � , ��� \ \ � USE. AGRICULTURE /CROPS SUBMITTING A 8IL?, CONTRRACTOR ACKNOWLEDGES THAT THE SITE HAS
PIN . 0668.03 --00 -- 37 USE: SINGLE FAMILY RESIDENCE USE. SINGLE FAMILY RESIDENCE ZOiIVING. R40 _ _ \ \ \
P 1645 � / _- \
\ BEEN IN VESTI GA T D TO DETERMINE TYPE SIZE AND QUAN71 T Y OF
BM 199 G. USE. SINGLE FAMILY RESIDENCE �/ J ,1: \ n \
PIN# 0668 43-� 00= :1179 ZONI N.G, R4a
�� /I I `\ 9 \ \ o, CLEARING REQUIRED FOR CONSTRUCTION.
• R4 USE: SINGLE FAMILY RES DENCE ��/ \ \ \ \ \
• ZON G, 0 (�) � / / :• / \ \ � 4, REMOVE EXCESS TOPSOIL AND DISPOSE OF PROPERLY OFF -SITE.
U$E. SINGLE MILY RESIDENCE ` \ \c
1.11 „ / / / \ \ \.
15 R P / _ /i.. \\ \ W I .. vn
_ \
IN V= 33.82 / / \ l 5. ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT
\\- TO PROVIDE A S: AIGHT AND UNIFORM JOINT WITH NEW
s "TREE _ � % �! \-- � I \ S \ \ \ CONSTRUCTION. ANY EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER,
. 6 rRE� 15 RCP -10 - ._� f, v� G �, , ETC. THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL
I N v= 4 32.4 9 ' \ c� _ ` � / " � {. T S \ \ \ I BE REMOVED AND REPAIRED PER THE . SPECI FI CA T IONS AND DETAILS
11 15 "RCP \ �� -`' SIB' ��`'� S �\ \ \ BARN OR TO MATCH EXISTING CONDI TTONS (WHETHER OR NOT SHOWN ON
15 CP - = � \ sHRVe� � J1P - -�� i i , \ \ \
1 i \ � \ R D THE DRA WINGS To BE REMOVED UTILITY INSTALLATIONS MAY UTILIZE
15' 'RCP �-- IN X6.87' 15 "RCP l 4 TR �� INV= 431.98 o Q ,. sHRVe SHRUB , �� , r', G \ \ \ \ )' .11
/ �- IN 0 ,\ \ o `�� UT _I �,` _._- --y_ T. / , / , 6 "r \\ \ \ OPEN CUT OF PAVEMENTS UNLESS INDICATED OTHERWISE. ,TRENCH
INV= 423.68 c� 1 �CP i } \ .r � - \.,� 4 T \ \ IN EXISTING ASPHALT SHALL BE PATCHED PER PAVEMENT REPAIR
J 0° I INV = 4 7.34 I w i I --, - E _____C I ► r. E-- T i 3 5 �y \�� 2 DAR \ �\ \ \
Q _ - � 4 \ \ DETAIL.
. r- RCP: J .I I -4 Lu �i - I \ = r` _ E sf+RVe _" -�2"r €€- 435 -� ,,,! � / oAK \`a\ �\
.__
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-� 20
> _ �= - E MPS= - = - - - P - G �3 \ 6. PROTECT ALL ADJACENT PROPERTIES THE GENERAL PUBLIC. AND
425.89 I I lP r F _ _._ -. _. I 1 - CP / DAR
r
�' -�-�E ;:- -- - - - - - � -- - - �. .� - _ j _ / Z \ \�` 0 ALL OF THE OWNER'S FAC/LI TIES. SHOULD DAMAGES OCCUR NOTIFY
APE. ;D - ve _ - _ r _ _ _ INV- 434.0 cEDAR ,
TP -=. nA:� 1. - - 435 _
e
- -� ...- - - -- -- -- - r� t �' a ARCHI TECT IMMEDIA TEL Y,
--8 1� �- A L - Oy K \
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.. I 1 43 ' / ' -- -- T' , _ _ _ , - G \ \ \ 7. THE CONTRACTOR SHALL EMPLOY A QUALIFIED U TLI TI Y LOCATOR
-�- _ f ,11 r / ,fir B _ -�- �-r �' s 1 AR \
20 OAK \ _�- \ \ \ SERVICE TO LOCATE ALL UNDERGROUND UTILITIES (INCLUDING BUT
1. IN
-'" - - - - �. -s�-;� 5 LP \ V= 429.95' INV- 430. 4 ( _ _ _ _ 35 \ \
I� _ ... Y \
- t- �" 8 ) INV 429.05 'C \ - _ _ _ _ _ - - - �_
_ S � f \ \ \ NOT LIMITED TO ELECTRICAL, TELEPHONE, GAS, CABLE, FIBER OPTIC)
W.- _ / : - 12 "SLATE \ �n� 60 P(�e _ _ _ / - _ / S \ , \ \ \ o WITHIN THE LIMITS OF CONSTRUCTION.
- <� 15 "RCP 15 "RCP \ � `� -- HEAD LL_ - --- - - - - -- -- - -_-___ -� / / \ \ \ T--)
\
T - - - -- r �-- -�- _ -- --� 435 , C, ,� O ,� \ � \
' Q FINV - 42 7� _ _ - - - - - -� _ ---_:_ .__ _. -� ,r -_ _ -- - _ - - - _` f _ N� 3 CEDAR \\ \ \ \ EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN
- - -- - - - - -- - -- �' \ -' Z \\ I \ ` \ UNDERGROUND ELEMENTS. NOTIFY THE ARCHITECT I MMEDIA TEL Y I F
r , - �-
:. /� -- �'� ,-� i - - - ._--- 430 - _ -- -- -- APT` --�- - - - x -�- \ \
ZA_
`- - I 11 __ �'� f _ -' / - -- --- - - - � I �\ \ / \ �' ` \' \\ \ UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSITATE
- f - / / ( fj � -- --- -IP 15 RCP 7�F' \ \ \ N F 2 TREE \ \
O I I \ / \ \ \ \ MODIFICA TION TO THE PROPOSED DESIGN.
--� /� -.� . '�- �/ - IN = 430 7' I \ \ ` \
- --� -- , ` % , � 15 "RCP `\ V 0 I z I (3 \ � � DONALD DICKENS, and wife, � \ \ t
W \ / VIRGINIA DICKENS \ \ \ 9 ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH APPLICABLE
;% -� i i� J \ INV = 428.09' ` 2 TR \ U .. O "TREE Y. '
,; - P �� / ��' �`\ Q: PINE / Q \ \ I Z TREE DB 39 78, PG. 4 73 O v' \ \\ \ \ LOCAL, S TA TE ANfJ OSHA REGUL A T IONS.
� / O ' \ I� I 15 RCP \ \ 435 BM 1984 PG. 1056 CREPE MYRTLE -s, \\ \\ \
\ \
i J S , � ..i \
424.65 � / / ; u, / � x f 4i \ IN V= 430.42' > ve ` 10. EXISTING MANHOLES VALVE BOXES VAULT EANOU TS UTILITY , \ i l \ PIN 0667.01 -09 -2347 \ \ S' C '
\ L L TY POLES
. // % 1- RCP \ / \ � _
/ " \ \� ETC TO REMAIN IMTI-t /N THE GRADING LIMITS SHALL BE ADJUSTED AS
.1 , ' \ / i HOLLY ZONING. R20 O \
. 41, _ �'\ /� i V- 426.4 7 / \ 3 ) \ \ NEEDED TO FUNCTION PROPERTY WITH THE PROPOSED FINISHED GRADES
%� \ r' , \ USE: SINGLE FAMILY RESIDENCE i \ / i \ I \ \ RR.. / ()�) \ WETHER OR NOT INDICATED TO BE MODIFIED).
V4 5.53' 1 RCP \
_ 30 OAK �� \ \ I \
) y _ , 15 RCP
IN v- 426:35 _ � / / \ \ \ \ \ \ 1 t. GENERAL CON TRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS
f,� � NSF INV - 427.74 \' ' \ \ I PATHS LOCATIONS LIGHTING ETC. W OWNER 1.
1 "RCP NAPLES GROWN, and w� fe, N F `� \ `\ "eRA
I = 42 5..8 BAR8ARA -: BRO OWN MICHAEL H. AKI NS �� U \ \ 1 D�RD 12. EXISTING SITE INFORMATION TAKEN FROM SURVEY BY MCK1 M AND CREED. 1. > . SURVEY PROVIDED BY OWNER AND DATED
9/7/07.
DB 12500, � PG. 2693 DB 2078, PG. 231 / M B o \ \ \ \ AR
BM 1995, PG. 1510 / \ ` \ \ 13. ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO
1995, PG. 1510
\\ \
\ \ \ REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION
PINS 0�5 7.02- 99 -�56 PINS 0657.02- 99 -4683 EPE MYRTLE I � \ \
ZONING: R20 ZONING. R20 6 TREE -- - -- ~ 15 R P LACED
SHALL BE REP BY THE CONTRACTOR UTILIZING A :LICENSED
USE: SINGLE' FAMILY RES ENCE USE: SINGLE FAMILY RESIDENCE \ IN v= 8. 4
G_ VEL \ LANDSCAPE CON TRACTOR AT NO ADDITIONAL COST TO THE OWNER.
- �\ A\ (PIPE
\
N F
\a,\ NOT FO \ 14. ALL DRIVEWAYS, SIDEWALKS AND /OR MAILBOXES WITHIN, HERBERT AKINS
I . I . I I . I � . I I . . 1 9 9. . I � � � I I . � . 9 \\�
ROBERT PEELE, BRADFORD PEELE,
9 ­1 I I ­� 1 9 \ � ROAD RIGHT-OF-WAY THAT ARE TO BE DEMOLISHED ..DUE Td GRADE
. I � AND ELIZABETH PUCKETT I \ \ \ 9 1 9 N /F \\\ \\ \ CHANGE OR UTILITY INSTALLATION SHALL BE REPLACED TO THEIR ORIGINAL
\ CONDITION. SEE SHEETS C).1 AND C1.5 FOR DR1 VEWA Y, SIDEWALK AND
. ... I I I DB 12059, PG. 698 RICHARD CANTIN '�\ \\ \ \ \ � I I I
A� I . 111. . . . I BM 1984; . PG. 587 D8 12173, PG. 1121 ��� \\\ ° \\ \
im I . ., I .1 1. - � . . ­.. I � . I .. MAILBOX LOCATIONS
.11 I . . 1 . I � I I I I . � �.. . . PIN# 0667.01 �-09-- 0847 1
. � .1
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. - I I - . . BM ) 9f34, PG. 587 d� \ \\ ` \\ \ I I
..­..� ­ I - I ZONING. R20 . , PIN# 0667.01 -09 -0744 Pa'' \ \\ `\ \
,� �, I . � I . . . I .
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. �:.�'.... I.. 11.1 I - I ­ � I . � . . . .1 . . ". . I �. 1'.1. ..
- S INGLE FAMILY RESIDENCE �'J \ \
. I . ­ I -
. .. - � . 1. USE. I ZONING. R20 I \\ \ ALL CONSTRUCTION SHALL BE IN ACCORDANCE I
. "...... �p . I . .1 . � . , . . . USE: SINGLE FAMILY RESIDENCE' \? \
. - ... �� � \\ Wl TH THE TOWN OF FUQUA Y- VARINA AND I �
1. . �
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11.1 . GRAPHIC SCALE \ \ NCDOT STANDARDS AND SPECIFICATIONS.
. \ \ \\ �,
\ \1 S RCP �' I I
,� � . I .1 � ..., I I
40 0 20 40 80 180 CA TCH BASIN \ �' \ blAr �.
1 1 1 1 1 1 1 . TOP= 429.70' � �\ "\
I I . I N**�� . I ****�I � **�� . / < � ��r /�� NNI IIIIIIII� = 1 \.: 4 ZNINV IN(N) 426.9 `� �,\ 1_� �,.
V 0 T = 426.35 \
. IN FEET IN U (E� \ 01JA-r CN
\ \\ .
1 inch = 40 ft. \ \ '\ \ \ *o 5160
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I � I 1. � . I I I I 11 © 2001 SMALL KANE ARCWITECTS, PA. A�.i� C FYRICsNT R*WT3 '' SERvI 1.
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C.LH.-DESIGN, P.A
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FUQUA1'- VARINA, NC
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_ _ _ i! \\ � ; . \ o ,, / I \ \ , . I j 1 I _. __ . - - - _ I KEY NOTES
2 13 TEMP. TREE PROTECTION FENCE, SEE DETAIL SHEET C7.1. --O----<>--- � __0_
CLEAR AND GRUB, STRIP TOPSOIL WITHIN CONSTRUCTON LIMITS.
S2 TRUCTURES /U TIL I TIES TO BE REMOVED. .
D
C REMOVE MAILBOX. CONSTRUCT NEW MAILBOX IN NEW LOCATION (SEE
STAKING PLANS). MATCH EXISTING MATERIALS /DIMENSIONS.
E RELOCATE SIGN. INSTALL SIGN IN NEW LOCATION SEE STAKING PLANS.
I .
F UTILITY STRUCTURES TO BE RELOCATED /REMOVED BY LOCAL UTILITY COMPANY,
.
COORDINATE SCHEDULE WITH LOCAL UTILITY COMPANY.
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BU'F�"ER C \ ____ \ I / \ �d \ / ). 1. LL EJ TlUTIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR
. _: - j
4
MODIFICATION ARE TO REMAIN AND
. J \ \ j \ \ \\ \ / /
- _ - -_'_ ---_ _.._._ -- --\ } \ s BE PROTECTED FROM OHMAGE.
0
-_. _ 11 \\
-- � a 1 _ z -J 1 / i I / \ \ \ / 2. ALL: WASTE MA TEf lAL GENERA TED FROM CLEARING AND DEMOLITION TION
�_ \ \ \� \ \ \ 1 / l 1 l / / \ \ / \,\
.__._
- _ _ \ / \ \ A C T i V► TIES SHALL BE 01 St3ED OF OFF = S! TE . I N ACCORDANCE., I+� TH
-, - _ _ �,' .11 . -_ �
-- / 1 / \
\ WITH ALL APPLICABLE CABLE RU N
d' 0 L RULES AND REGULA TIONS. CONTRACTOR SHALL 1. . _
_ -�
. _ _ / \ \
`� 1 ♦ \ \ SALVAGE ALL S /GNAGE METERS ETC T
\- -
~-� 1~ .. �\ -_� I 0 OWNER. COORDINATE WITH 11 I I : ­ ': I . - �'i 11 - I � I \ / / \ \ \ \
/ 1 1 \ \ �\
/ / I \ _� K & A DEVELOPERS LLC OWNER PRIOR T
`'-- -- �` -- ` -: - \ \ PK S _ - , 0 0 DEMOLITION. TION.
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1 / \ OB 9246 G. 05
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__1 . \ I / / / I \ \
P 58.04 -91- 7082 PROTECTION TE
-� � -�-� -- - _ ��O \ \ s / I I / \ OPERATIONS. CLEAR AND R 1. ...
\ \ \ \ \\ / GRUB AS NEEDED 4M THIN CONSTRUCTION
/ 1 /
ZON! 20
\ \
._:. - \ / \ LIMITS PER SPECIFICATIONS AND RA WI
-- \ \ � s / J k \ \� \\
CISE: AGR /CUL TY1RE CROPS D NGS. EXISTING TREES,
___ _ -�. 1. . '\ \ `� 1. \� -� � l I \ N\ \ SHRUBS OR OTHER LANDSCAPE MATERIAL WHICH IMLL CONE 1
:.. 4_ w \ \ NEW CONSTRUCTION SHALL 1. ......
. -- --- \ \ \ / 1 I �\�� \ \
L BE REMOVED (WHETHER OR NOT SHOWW ON
_ : _ .. S \ � \ _ \ / i <p \ �/ \\ � THE DRAWINGS FOLLOWING APPROVA F
-- .. .. -�-� - _ -� \ / \ l \ \ \ ) 0 ARCHITECT. 8Y
--_ \ \ \ \ \ I / / -v \
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\ \s\
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`- .--= \ \ \ \ \ \ \ SUBMITTING A BID CONTRACTOR ACKNOWLEDGES ES THAT
AS
--_._
,�.� \ \ / \ \ \ \ / I �� \ \ G THE SITE H
\ \ \\ I \ \ I / \ /
--
\ \ \ \ BEEN INVESTIGATED TO DETERMINE TYPE, SIZE AND QUANTITY TI T' OF
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___ `�
\ \ \ / / \ \ \ \ I ` I / ' / \ \'�? \ \ \ / CLEARING REQUIRED FOR CONSTRUCTION.
.
\ \
..
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. --� \ I / / \ ` , \� I I / �\ %\\\ \ \ 14. 4. REMOVE EXCESS TOPSOIL AND DISPOSE OF PROPERLY OFF -SITE , \ � I i i
� \ \ \ \ \ I / \\ \ � \\ \\
\ / / \ / / � / \ \\ �('' 5 ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT
-__ f \ I I ,� I o \ \ \ \ t\
\ \ \ \ '� \ I ( I 1 \ \ \ TO PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW
��,� \ \ \ \
-- \ / / / \\ \ I / \\ \ -
__ \ \ \ 1. \ ->, -
,39 -� - \ \ �\ \
\ \ \ / \ \ \ \ \�\\ I CONSTRUCTION. ANY EXISTING PAVEMENT, SIDEWALK, CURB & GUTTER
s --
\ \ � / / � \ \ \ \ \ I / '\ \ o
`� -- -- \ \ \ \ \ s \
\ \ \`\ ETC. THAT MUST BE REMOVED TO ALLOW _ NEW CONSTRUCTION . SHALL
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\ \ - \ \ / I I \ -y� / \ \\ /
\ \ \ \4
'\ N \ _ / \ cA \ \ \ BE REMOVED AND REPAIR P N
�� \ \ I \ ED ER THE SPECI FICA TIO S AND DETAILS
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\ \ \ Y \ \ \ r- i I / \ C
\ \ ' I \ \
4 \ \� 1.
\ \ I \ �, \ \ l - THE DRAWINGS TO BE REMOVED UIILiTY INSTALLATIONS MAY UTILIZE
�\ \ \
\ J \ \
\ ` :,
\ i I� \ ,\
\ \ \ \ \ \ ( ` B I I / \ / OPEN CUT OF PAVEMENTS UNLESS INDICATED OTHERWISE, TRENCH 945 PG. -,4 1 W 13E D \ \ \ I \ EN.CH
I \ ,\ \
\ \ -F .
.'" \ \ \ \ rA \ A I ( \ I N EXISTING ASPHALT SHALL BE PATCH P R P
-� r/
11 / \ \ \ ED E AVEMENT REPAIR
. \ \ \ \ \ \ \ \ \ j I I I I ( �, \ \ �\ \ \ DETAIL.
ONI R \ � � / \
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USE: AG UL E/C OP - \ \ \ I I I I I I I I ��� / \ �� \ \ \\ ` / 6. PROTECT A A
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\ \ \ \ �� �� I i I I o� / \\ \
\ \ \ ( i I I I I 2 / \ \\ �� \ \ 'A \ / ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, NOTIFY
___ �'' \ - \ \ o \ � � \ I ( I l \ G \ \ \ J ARCHITECT I MMEDIA TEL Y.
{ { \ / o\ / \
\ \ \ \ I I �\ \ \ \
. \ I \ \ \ \ � � \ \\ I I I I I I j I I I �� I o \ \ \ \ \ 7, THE CONTRACTOR SHALL EMPLOY_ A QUALIFIED U TL/7I Y LOCATOR
I \ \ \\ I I I I i / \ \ \\ SERVICE TO LOCATE ALL UNDERGROUND UT1LI TIES INCLUDING BUT
1.
. \ �\ I \ \ \ 11 . \ I I � \ _ - �- - 2�. \ \\ I I ( I I I I I �� / \ �\ \ \ \\ / NOT UM1TE0 TO ELECTRICAL, TELEPHONE, GAS, CABLE, FIBER OPTIC)
\ I \ - - -- -__ _ A I I / \ \ \ /
} I \ \ \ \ _ \ \\ I I ( I I \ �\ \ N/I THIN THE UM! TS OF CONSTRUCTION.
I 1 _ I �, \ \ s \ /
\ \ \ \ \
. I \ -��� � \\ \\ I I I I I I { I I I I / / \G ♦mss \ \
,� I I I 1 \ \ \ _ - - , - �o ,��yp - I o I I ( �� \ \\ ' �],� \\ \ \�0� 8. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS.
} 1 \ \ I \ _ ` ti� �,p F \ \ I I J � \ \ \\ \ �- o- \ EXERCISE REASONABLE EFFORTS TO PROTECT ANY UNKNOWN..
o '� �, I I / 1 \\\ 11 ­1 ( \ 4 I ( I I I 1 I \ �, \ \ \ -'O UNDERGROUND ELEMENTS. TS. NOTIFY THE ARCHITECT IMMEDIATELY IF
\ I \ \ , - _ _ ` ^ _ �E NNI L\ ; \`,, I ( I I I ( I I I I � \_.,_,� a4 : of \ \\ I` \ \ \ UNKNOWN ELEMENTS ARE DISCOVERED THAT WOULD NECESSI TA TE
\ v' - - \ / - - - \ A M) va\ cA I I I I I I ( - \ \\ \ ` ��\ \ \ \\ MODIFICATION TO THE PROPOSED DESIGN.
.. I Y \ �. _- --__ ��, \� I I I I I I I I I I _ :1. \\ \ s\ W c,
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\ Uc7IoN r��, \ \ \ \ \ \ \ \ I I / ( I I I iL s \� \ \ \
Gory,, z I \ 1 390 ---- ____ \ \ \ -�, I / I I
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. \ \ \ i I I I I \ � \ LOCAL STATE AND OSHA REGULA TIONS.
\ \ \ l ( i \ i
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,� J I _ I `_ \ \ \ `� \ \ \ {i 10. EXISTING MANHOLES, VALVE BOXES, VAULTS CLEANOU TS UTILITY POLE
\ l /� - \ \ 1 / / ( / I I \ \ - \ \\ / S
\ \ / - -- -- -- - _ \ \ ( I I I J I / - \ `\ \ ETC. T REMAIN
o � _ - \ �\ / o I q \ \ \\ / O E WITH N THE GRADING LIMITS SHALL BE ADJUSTED AS
0 1 1/ I I I o 1 I - 1\ \\
NEEDED TO FUNCTION PROPERTY WI 1H THE PROPOSED FINISHED GRADES
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\ I - _ � \ \ \ \ I i I I - \ �,\ \ \\ \ \\ � i�AA
11. GENERAL CONTRACTOR TO COORDINATE ALL PEDESTRIAN ACCESS ,\\
� \ \ I % \ L' _ � � \ \ I ( I ., ( / \ \ \ \ \ \ / t. f _ f PATHS, LOCH TIONS, LIGHTING ETC. W /OWNER.
\ - I r -- \ \ \i / / I I I I x ♦ \ \ \ \ \ \�
\ \ \ I / _ � :I \ \ - ` - \ \�} I ` / I ( I / \ \ \ \ \ \\\ \\ / 12. EXISTING SITE INFORMATION TAKEN FROM SURVEY BY MCKI M AND CREED.
I � \ I ( � 1 � 1 j J I / _ \ \ C
\ \ \ / _ � \ \ \ \ t / / I I I \ \\ \ \ \� \\ / , _ � SURVEY PROVIDED BY OWNER AND DATED 917107.
I ( � - - , \ \ \- \ \ \ \ o I I / I I i I , I \ \ �" �� \ -
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I ` ( I f � � ., \ \ �\ \ ' � � / I j j I I I I .�.r I � / \ \ \ \\/ \ \ \ \ v / 13. ANY AND ALL LANDSCAPING AND EXISTING TREES do SHRUBS.:. TO
\ \ i� \ \ \ \�� I I ( I I I \\ \ \\ \ \ \\
I I I \ -- -- - - } j j I I ( ( \ \� \ \ \� REMAIN WHICH ARE DAMAGED DURING OFMOUTION - OR CONSTRUCTION
\ \ � \ I \ / \ \ I SHALL BE REPLACED BY THE CONTRACTOR UTILIZING A LICENSED % I B > Q I � - 395 \ \ o I I I C I ( I I';:. I I \ / ``: I \ \\ \\ �\ \ \ \ \'� \� I LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
. I \ i ( \ \ \ I I I I I `'- \ \� \ o \ \\ 14. ALL DRI VEWA Y5, SIDEWALKS AND OR MAIL60XES WITHIN HERBERT AK11rIS
\ I \ \ i \\ _ . \ \ \ \ ` \\ ROA RIGHT- F- A
\ / � � \ \ I \ \ I ( I � 'I- \ \ \ \ I / D O W Y THAT ARE TO BE DEMOLISHED DUE -Ti GRADE 1.
, I \ \ \ \ 1 \ \ \ \ 1 � 1 1 \ 1 t; \ \ \ �\ \ \
\ ( o, \ \ \ ( \\ \ \ i ` ` � , \ �\ \ / CHANGE OR U 7ILI TY INSTALLATION SHALL . BE REPLACED TO THEIR ORIGINAL
I \ \ \ t \ \ \ 1 I I �w \\\ \\ . \\ .
\ \ �. \ �� \ \ \ ` PKS \\ \ / COND/ TION. SEE GHEE TS C1.1 AND C). 5 FOR DRIVEWAY SIDEWALK AND
. I \ \ r � � \ I \ \ \.. 11 I
✓ _ \ \ \ \ 1 \ \ \ \ MAILBOX LOCATIONS.
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- - - - / - -� \ \ -v \ \ \ \ \ ALL CONSTRUCTION SHALL BE IN ACCORDANCE
\ \ \ \ \ \ - 1 \ v \\ WITH \ / ,- \ \ \ \ / j / �:. � \ � � �� . \\ \ \ \ \\ � �-r THE TOWN OF FU�?UA Y VAR/NA AND
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DENR - WAYEk QUALiTl'
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FUQU,4l'- MARINA, NC
SITE EXISTING .
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CONIDITIONS AND ..
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IDEIMOLITIOO N PLAN 1�
11
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KFY NOTES
\ \ \ /
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WATQE—"
AltFA.3 p Ch
A*4
\ \ \ \ \ \ \ 1 \ \ \ \ \ N
�Pcl
C / \ �. F
A TEMP. TREE PROTECTION FENCE, SEE DETAIL SHEET C7.1.
B CLEAR AND GRUB, STRIP TOPSOIL WITHIN CONSTRUCTION LIMITS.
C STRUCTURES /U TIL I TIES TO BE REMOVED.
D REMOVE MAILBOX. CONSTRUCT NEW MAILBOX IN NEW LOCATION (SEE
STAKING PLANS). MATCH EXISTING MATERIALS /DIMENSIONS.
E RELOCATE SIGN. INSTALL SIGN IN NEW LOCATION SEE STAKING PLANS.
F UTILITY STRUCTURES TO BE RELOCATED /REMOVED BY LOCAL UTILITY COMPANY.
COORDINATE SCHEDULE WITH LOCAL UTILITY COMPANY.
=.. �. \`fl. �` \ \ \\ NSF
i DEVELOPERS, LLC
'TO REMAIN
\ \ \ \ 1 \ \ \ l &A
K
\ \ ` / \ -� \
\ \ \ ) . / / \ \ J ` �� / / / / J J J \ \ \ \ \ \\ G ( DB 9246, PG. 1 057 -
h � \ � �o / /2 0 � \ � / / / l l 1 �} � �� \ \ � � \ \ \ N 0658.04 -91- 7082
\,
o i- \ 2 \ \ I \ )� �� J 6 \ 1 p� \ PI POLE LP
E \ ..., � / ZONING. LIGHT �
--� � R20 OVERHEAD -- - - - - -- E -- - - - - --
\ / ♦ _ , \ \ \ ` \ \ F s l USE. AGRI CUL T UREICROPS ELECTRICAL pp
\ / 2 \ 9 -- _ UNDERGROUND - - - - - - - - - - - - - - - - UTILITY POLE
- / / �� / \ / \ \ \� \\
_._ -- �\ \ \ \ ,- ✓ — \ \ \ �,_ -- = — — -- - / � / �- ---- � -- ! -- _ — �= / / J �� `l ���I ^ o J J I J I I - sz ♦ ",- _. \ \ \ \ \ \ � (� \ \ \ \ \ \ \ O ../ � -- - - - - -- o a
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� FIRE PROTECTION
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ftT 40 \ 1 J J �� �' o �3, \ �'� \ TELEPHONE FIRE
HYDRANT
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\ / UNDERGROUND WA TER VALVE 0
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--- - - - - -- FO -
SIGN
FIBER OP -- - - - - - - - -- MAIL
MB goo w - - BO x WATER S _
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STORM � _
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N ' \ POND (1 I { I I I I I I A�. \ \ OVERHEAD - - - -- LP
I .��- \ - - -- E --- - - - - -- LIGH T POLE
WA TER SURFACE ELE VA TION I I { J I i I I J
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`---' POND = 9.405
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J � � � � I r � Vk' �� GAS 1 J / D 956, G. )�91 (R W DEAD) I I / ,` p! CB
I'd I � \ \ \� R - - - - -- $,�- -- = -- DROP I NLE T, CA TCH 6ASIN
INS 658.84 -81 2)83 SANITARY SEWER
ON1N R I �_�_ - RE HYDRANT , FH
1 J I l I I I U AORICU TURE CROP I I/ FIRE
/ TELEPHONE
WV
loe I J a\ \ \\ UNDERGROUND - - - - -- UT- - = - - -- WATER VALVE
I / ►- I �' TELEPHONE
— —
\,
I ______ -- --- --•_ -- CONSTR: /CLEARING LIMI TS
FIBER OP TIC FO
\ -- - - - - -- -- - - - - -- PAVEMENT,:- S /W,
I, \ C &G TO 8E REM�O VEO. . .
/ MAIN --- -- - -- F'�,/ -- - - -- ..
1
r I NEB �" ��, \ FORCE
E S -
\ 1
/ l GEC i I \ STORM DRAIN — -" -- -- —
1 I 1 11 I 1
-
J I 18 P � 1 I �� G -\ INDIVIDUAL TREE
J �� �� \ I G O 'p� TO BE REMOVED.
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1
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GENERAL NOTES
Small Kane Architects, PA
3105 glenwood ave
suite 1 po
raleigh, rtc 27612
919- 833 -1994
fax [phone]

KEY NOTES
A TEMP. TREE PROTECTION FENCE, SEE DETAIL SHEET C7.1. ^ ^----
B CLEAR AND GRUB, STRIP TOPSOIL WITHIN CONSTRUCTION LIMITS.
C STRUCTURES /U 71LI71ES TO BE REMOVED.
D REMOVE MAILBOX. CONSTRUCT NEW MAILBOX IN NEW LOCATION SEE
STAKING PLANS). MATCH EXISTING MATERIALS /DIMENSIONS.
.E RELOCATE SIGN. INSTALL SIGN IN NEW LOCATION SEE STAKING PLANS.
F UTILITY STRUCTURES TO BE RELOCATED/REMOVED BY LOCAL UTILITY COMPANY,
COORDINATE SCHEDULE WITH LOCAL UTILITY COMPANY.
LEGEND - STRUCTURES /UTILITIES TO REMAIN
OVERHEAD --
- - - - -- E -- - - - -
-- LIGHT POLE
LP
ELECTRICAL
-------- U►E-- - - - - ==
UTILI TY POLE
PP
UNDERGROUND
ELECTRICAL
_ _ - UE--------
UT1L1 TY POLE
PP
_
FIRE PROTECTON - -
- - - - - - FP --------
MANHOLE
a ti1H
0
GAS --
- - - - -- C -- - - - -
-- CLEAN OUT
o,
SANITARY SEWER --------
SS-- - - - -
-- DROP INLET,CATCH .BASIN
Dl, GB
El
TELEPHONE --
- - - = -- T -- - - - -
-- FIRE HYDRANT
FH
UNDERGROUND --
- - -` -- UT ------
=- MATER VALVE
Wv
TELEPHONE
PA YEMEN T, S /W, STRUC TCJRES,
FORCE MAIN
--- - - ---- FAf--- = - ---=
FIBER OPTIC --
- - - - -- FO -- - - - -
=- SIGN
O S
WATER --
- - - - -- w --- - - -
--- MAIL BOX
o MB
FORCE MAIN --
- - - - -- FM--- - - ---
STORM DRAIN =
_
INDIVIDUAL TREE
TO REMAIN.
LEGEND - STRUCTURES /UTILITIES
TO BE REMOVED
OVERHEAD
ELECTRICAL
-- -_ -, -- E' -- _____ --
LIGHT POLE
LP
UNDERGROUND
ELECTRICAL
-------- U►E-- - - - - ==
UTILI TY POLE
PP
FIRE PROTECTION
f'p
MANHOLE
QM1.1
GAS
-- - - - - -- -- - - - - --
CLEAN OUT
CO
SANITARY SEWER
-----=-- SS-- = = - - --
DROP INLET,CA TCH BASIN
Dl, CB
TELEPHONE
T _ : �
FIRE HYDRANT
FH
UNDERGROUND
TELEPHONE
-- - - - - -- D T---= -� -� --
WA TER VAL VE
WV
FIBER OPTIC
-- - - - - -- FO -- - - - = --
CONS TR. /CLEARING LIMI TS mx, atl
PA YEMEN T, S /W, STRUC TCJRES,
FORCE MAIN
--- - - ---- FAf--- = - ---=
UG TO BE REMOVED,
S TORM DRAIN
--
INDI WDUAL TREE
TO BE REMOVED.
_
GENERAL NOTES
10 ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR
MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE.
2. ALL WASTE MATERIAL GENERATED FROM CLEARING AND DEMOLITION
' -' `�-�
ACTIVITIES. SHA L.� BET 1 >; -- ACCORDANCE WL TH
WITH .ALL APPLICABLE RULES AND REGULATIONS. CONTRACTOR `SHALL
SALVAGE ALL SICNAGE, METERS, ETC. TO OWNER, COORDINA 7E: WITH r
OWNER PRIOR TO DEMOLITION.
J. INSTALL TREE PRO TEC 77ON FENCING PRIOR. TO BEG/NNI NG _ CLEARING
OPERATIONS. CLEAR AND GRUB AS NEEDED IMTHIN CONSTRUCTION
LIMITS PER SPECIFICATIONS AND DRA INGS. EXISTING . TREES,
SHRUBS OR OTHER LANDSCAPE MATERIAL WHICH WILL CONFLICT WITi-I
NEW CONSTRUCTION SHALL BE REMOVED (WHETHER.. OR NOT SHOWN ON
THE DRAIMNGS). FOLLOWING APPROVAL OF ARCHITECT.. BY
SUBMITTING A BiD, CONTRACTOR ACKNOWLEDGES THA T THE SI TE' HAS
BEEN. INVESTIGA► �ED TO DETERMINE TYPE, SIZE AND QUANTITY OF
CLEARING REQUIRED FOR CONSTRUCTION.
4, REMOVE EXCESS TOPSOIL AND DISPOSE OF PROPERLY OFF- SI TE.
5. ALL PA YEMEN T OR CONCRETE TO BE REMOVED SHALL BE SAW CUT
TO PROVIDE A STRAIGHT AND UNIFORM JOINT WITH NEW
CONSTRUCTION. ANY EXISTING PAVEMENT, SIDEWALK, CURB do GUTTER,
ETC.. THAT MUST' BE REMOVED TO ALLOW NEW CONSTRUC77ON SHALL
BE REMOVED AND REPAIRED. PER THE _SPECIFICATIONS AND DETAILS
OR TO MATCH EXISTING CONDI77ONS (WHETHER OR NOT SHOWN ON
THE DRA W NGS 1-0 BE REMOVED). UTILITY. INSTALLATIONS MAY UTILIZE
OPEN CUT OF PAVEMENTS UNLESS INDICATED OTHERWySE. TRENCH
IN. EXISTING ASPHALT SHALL BE PATCHED PER PAVEMENT REPAIR
DETAIL.
6. PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND
ALL. OF THE OWNERS FACILITIES. TIES. SHOULD DAMAGES OCCUR, NOTIFY
ARCHI TFCT IMMEDIA TEL Y.
Z THE CONTRACTOR SHALL EMPLOY A QUALIFIED UTLITIY LOCATOR
SERVICE TO LOCATE ALL UNDERGROUND U ILI TIES (INCLUDING BUT
NOT LIMITED TO ELECTRICAL, TELEPHONE, GAS, CABLE, FIBER OPTIC)
WI THIN THE LIAR TS OF CONSTRUCTION,
8. VERIFY ALL ILLUSTRATED KNOWN UNDERGROUND ELEMENTS..,
EXERCISE REASONABLE EFFORTS TO PROTECT ANY. UNKNOWN
UNDERGROUND ELEMENTS. NOTIFY THE .ARCHITECT I MMEDI A TEL Y IF
UNKNO WN ELEMEN TS ARE DISCO VERED THAT WOULD NECESSI TA T E
MODIFICATION TO THE PROPOSED DESIGN.
9. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH.. APPLICABLE
LOCAL, STATE AND OSHA REGULATIONS,
10. EXISTING MANHOLES, VALVE BOXES.. VAULTS, CLEAN-OUTS, UTILITY POLES
ETC. TO REMAIN WI THIN THE GRADING LIMITS SHALL BE ADJUSTED AS
NEEDED TO FUNC TION PROPER TY IM TH THE, PROPOSED FINISHED GRADES
(KETI-IER OR NOT INDICATED TO BE MODIFIED).
11. GENERAL CONTRACTOR TO COORDINATE ALL. PEDESTRIAN ACCESS
PATHS, LOCATIONS, LIGHTING ETC. W /OWNER.
12. EXISTING SI7E INFORMATION TAKEN FROM SURVEY BY MCKIM AND CREED.
SURVEY PROVIDED BY OWNER AND DATED 917107.
13. ANY AND ALL LANDSCAPING AND EXI STING TREES .& SHRUBS TO
REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION
SHALL BE REPLACED BY THE CONTRACTOR UTILIZING. A LICENSED
LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
14. ALL DRIVEWAYS, SIDEWALKS AND /OR .MAILBOXES WITHIN HERBERT AKINS
ROAD RIGHT - OF— WAY THA T ARE TO BE DEMOLISHED DUE TO GRADE
CHANGE OR UTIL' TY INSTALLATION SHALL BE REPLACED TO THEIR ORIGINAL
CONDITION. SEE SHEETS C1:1 AND C1.5 FOR - DRIVEWAY, SIDEWALK AND
MAILBOX LOCH TIONS.
,
RONALD E. DRIVER, and wife, � � � --_ � ` O8 04 _
PHYLLIS J. DRIVER
\ f \ I 4
DB 6740, PG. 617 A1//
/ / ALL CONSTRUCTION SHALL BE IN ACCORDANCE
`390 \ `� 74
\ "� / TO —
- BM 1994, PG. 1809 '� y / 4 / WITH T7-lE TOWN OF f UQUA Y VARINA AND
BM 1995, PG. 999 �:`� / S(tEO NCDOT STANDARDS 11,ND SPECIFICATIONS.
/A CRO PIN# 0657.02 -89 -3708 ZONING: R20
USE: POND
CQ 2001 SMALL KANO AlItCNITEGTS, PA. ALL C_ OpI'RICsWT R*-1T8 SS$E(''a5/�p:
BID D• UMENT
S BMITTAL
■■
SITE E ST NG
CONDITIONS AND
101EIMOL T rn ' ^J PLAN
A
EA 1
C2.1