SW6100501_APPROVED PLANS_20100615

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW6���% j(�(
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

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EXISTING
PHYSICAL
PLANT
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0
SITE
DRAWING INDEX:
C-1 EXISTING CONDITIONS
C-1.1 CAMPUS BOUNDARY
C-2 SITE PLAN
C-3.1 SITE DETAILS
C-3.2 SITE DETAILS
C-4 EROSION CONTROL
C-5 EROSION CONTROL DETAILS
C-6 GRADING PLAN
C-6.1 INFILTRATION BASIN
C-7 ROAD EXTENSION PROFILE
C-8 UTILITY PLAN
C-9 UTILITY DETAILS
C-10 WATER LINE PROFILE
C-11 LANDSCAPE PLAN
CAMPUS LOCATOR
Lr�"1 i3 ~I q��
)
'-1
-y C/CAMPUS
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SITE 21 :J iii
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AREA MAP 1=2000
TOWN OF SOUTHERN PINES
CONSTRUCTION PLAN APPROVAL
ALL CONSTRUCTION METHODS AND MATERIALS AND OTHER STANDARDS AND
SPECIFICATIONS SHALL BE IN ACCORDANCE WITH THE TOWN OF SOUTHERN
PINES STANDARDS AND SPECIFICATIONS AS OUTLINED IN THE MOST
CURRENT UNIFIED DEVELOPMENT ORDINANCE (LIDO). IN THE EVENT OF A
CONFLICT BETWEEN METHODS, MATERIALS, STANDARDS AND/OR
SPECIFICATIONS IN THE APPROVED PLANS AND THE UDO. THE UDo GOVERNS
UNLESS A WRITTEN WAIVER IS ISSUED BY THE TOWN ENGINEER. ANY
CHANGE IN APPROVED PLANS MUST BE AUTHORIZED BY PRIOR WRITTEN
APPROVAL PUBLIC SANITARY SEWER AND UTILITY EASEMENTS SHALL BE
RECORDED PRIOR TO FINAL ACCEPTANCE AND /OR ISSUANCE OF A
CERTIFICATE OF OCCUPANCY BY THE TOWN.
l
umQn4s
VVVtvo
APPROVAL OF THESE PLANS IN NO WAY IS MERIT TO ef,�
RELIEVE THE DESIGN PROFESSIONAL OF HIS OR HER
RESPONSIBILITY FOR PROJECT DESIGN ve
Ppco
C,
TOWN OF SOUTHERN PINES
APPROVED FOR CONSTRUCTION
BY DATE
WATER (PW)
SEWER (PW)
STREET (PW)
DRAINAGE (PW)
EROSION CONTROL (PW)
PLANNING/ZONNG
FIRE DEPARTMENT
BLDG. INSPECTION
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............................
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No OCLEARWATER
NE or.rr.rli:�ci�ao
.......................... .
ENGIN
RING & DESIGN. PLLC
.. LOGGER
919.264i9394 PH.
Town of
Southern Pines
SwWhia Cwau*
Cdbp
RNEllicd PIBNd racEy
SCO File #070722601
3395 Airport Road
Pinehurst,
North Carolina 28374
MAY 2 8 2Ui0
DWQ
DATE: MAY 7, 2010
ISSUED FOR: PERMIT/CONSTRUCTION
COVER
SHEET or o m BY:-
TOTR s ms IN SET OHEMI D BY:-
©Copyright 2008 Rosa/Oec*ora Architect; PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 3200 Atlantic Avenue Suite 110. Raleigh, North Carolina 27604 E—Mail: mail®RossDeckardArchitects.com Fax: [phone] Phone: [phone]
1 1
Lk6a rdAr"*ct4 PA

0
22P
Ng9°p3� ,�,
12� r0
16HICK
YI
CI TOP=447.43
RIM=448.03 INV.=
INV.=445.23
72•R�p
-
--UDE ---- UDE---
18P
&A
,8mm
18P
18P
18P
TREE LINE LIMIT OF DISTURBANCE LINE
12"PFP
UDE ---
--
-
-_�
RI
-
8.12
RIIV
=44�.48�
I.-5.24
=44
.63
T448.8OP=1 R H
INV.=442.52
1NV.=444.52-12"
EXISTING ASPHALT
—UUL
MH EXISTING ASPHALT PATH
12" RCP 12.00'
12"RCP
Iu
12.34'
GRAPHIC SCALE
150 300 600
( IN FEET )
I inch = 300 I'L
/
19LP
22LP
/ LIMIT OF DISTURBANCE LINE
/ \
19LP
/
23LP
CONCRETE
ONCRPADMS E
EXIST. HEADWALL
f \ '_T INV.:436.45' QHE \
— UDE—
STORM SEWER MH
TOP=448.01
30"RCP INV.=436.35
1
INV.=443.45
EXISTING
STORMWATER
PONDS
'UDE
RIM 8.20
INV.- 0.28
Im
THE INE /
1
18P
O LP :.
ECM
2003 D
Cl
RIM=448.
INV.=441.04 / \
d
EXISTING TREE > 18"
Jf (TYPICAL),-,,,
O LP
12"RCP
TOP 21P
i TREE LINE 19P
19P TOP*�%IRCH
18P
C 8" AC WATER LINE
IM=447.
INV.- 36 (DRY) \
HYDRANT/BLOW OFF ` CJ
18P END OF ACTIVE LINE _ A`
% / y�
\ 18P V
\ / CJy /
30" RCP
20P
. YI
\ SIX• -- .w,``
\ \ 19P /V• Sy /
\ \ VP 18P EXISTING 8" AC 1ap
\ WATER LINE ap V`
\ 21P
JJ �
LEGEND
—W —W W ISTING WATER LINE V` EXISTING 8" AC
\ ` _ _ _ _ _ /CJ5_ _ _ SANITARY OUTFALL /
—$$ —SS —$$ EXISTING SANITARY SEWER LINE —G.
W —W W
PROPOSED WATERLINE
—S$ SS —S$
PROPOSED SANITARY SEWER LINE
-440
EXISTING MINOR CONTOUR LINE
�f40=
EXISTING MAJOR CONTOUR LINE
407
PROPOSED MINOR CONTOUR
440'
PROPOSED MAJOR CONTOUR
�'• ` %� ..;.
CONCRETE PAVING
--,"°•iGc':+,'.:si'.�{o`'s+.`''-'`,;iF'�>�•
GRAVEL PAVING
EXISTING TREE LINE
O
SEWER MANHOLE
FIRE HYDRANT
WATER METERIVAULT
NOTES:
1. CONTRACTOR SHALL CONTACT THE NC ONE -CALL CENTER PRIOR TO ANY CONSTRUCTION
ACTIVITY.
2. THERE ARE NO 100 YEAR OR 500 YEAR FLOOD BOUNDARIES WITHIN THE PROJECT AREA.
/VY T
OO Copyright 2008 R°ss/Deckord Architects, PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 3200 Atlantic Avenue Suite 110, Raleigh, North Carolina 27604 E—Mail: mailORossDeckardArchitects.com Fax: [phone] Phone: [phone]
1-
)I � 1
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
I inch = 30 ft.
120
11 GG LOGGER CT., A-102
RALEIGH, N.C. 27609
919.264.9394 PH.
Town of
Southern Pines
Sandp& Cy
Wisp
W*W
SCO File #070722601
3395 Airport Road
Pinehurst,
North Carolina 28374
_ DATE MAY 7, 2010
ISSUED FOR: PERMIT/CONSTRUCTION
EXISTING
CONDITIONS
SHEET OF DRANK BY: -
TOTAL SHEETS IN SET CHECKED BY:-
Y
Y
Y
V
Y
V
Y

200 100 0. 200 400
N
1100 LOGGER CT., A-102
RALEIGH, N.C. 27609
91 9.264.9394 PH.
[e-mail]
Town of
Southern Pines
3395 Airport Road
Pinehurst,
North Carolina 28374
DATE: DECEMIBER 22. 20D9
ISSUED FOR: FINAL & PERMrMNG
BOUNDARY
SHEET Oi DRAMN BY: -
TOTAL SHEETS IN SET tlHECREO BY. -

CONTROL CORNER/TBM
ECM SCC 1A
NC GRID COORDINATES
N - 535466.3081
E-1879310.0771
ELEV. 453.3Y (NGVD 27)
COMBINED FACTOR 0.99985127
3p•,441
g9°p3
N
EXISTING PARKING
EXISTING PARKING
EXISTING PARKING
ROADWAY
ENDS
SIGNAGE _
SEE DET. RWE-1/C2
SITE TRIANGLE NOTES:
1. NO SIGNS, PLANTINGS OR OTHER OBSTRUCTIONS SHALL BE PLANTED WITHIN % 165A00'
AREAS DESIGNATED AS SIGHT TRIANGLES THAT ARE HIGHER THAN 3.0' AT THE
TIME OF INSTALLATION OR SHALL ATTAIN THIS HEIGHT SUCH AS PLANTINGS. 5
�- 16. 5. 16
' r65.00, _-- -----
165.00' R35' ALL SITEWORK, FENCING, LANDSCAPING,
TRIpAGLE _ . ( - / 70.65' DET. SINGLE SWING
GATE STRUCTURES, PAVING, ETC., SHOWN IN
165 SITE _ _ , - 19.75' THIS AREA SHALL BE INCLUDED IN ALTERNATE
163.83' - R35' 36.00' #1 AND ARE NOT TO BE INCLUDED IN THE BASE BID
" NO PARKING -FIRE LANE" ������ , -
1 SIGNAGE, SEE ROAD PROFILT 4 = - - - - - - - - - - �0' OPERATOR/ a R1
I OPERATOR/
- - - �KNOX BOX
165.00' g.34' KNOX BOX SLIDE/SWING GATE
ASPHALT ACCESS DET.: SLG1/G
24.00 ROAD (RIBBON SLID 57.00'
PAVEMENT) GATE
- 20. 0' R4 . '
4167'. 38.17'
ASPHALT WALKING PATH
5 / 0.7 w.
T[TITT --- tT--] PAD MOUNTED TRANSFORMER 00' HATCHED AREAS:
5.0' FROM BLDG. /ROOF LINE 6.0' BRICK 8.00' 37.77' HD ASPHALT PAVEMENT / SP TS
MIN. DIM. 8.0'x8.0' SCREEN UIP.
H/C SIGN 'Q WALL z 18.0� R10' STORAGE
PER DET. HCS-1/C2 -o-
EXISTING PARKING LOT
a 40.6T
5.00
CONCRETEZ 5.0' CONDUMPSTER
. DECK OHD 1 • ENCLOSURE
SIDEWALK 9 50, a DET. DE-1/C-3.2
PER DET. SW-1/C2 GRAVEL
_ CONCRETE
I -Po EB OLP O LP IDEWALK I '. 27.6T . DOUBLE 6.0' CHAIN LINK
CONTROL JOINT DUMPSTER
CONCRETE - - 6.0' O.C. (TYP.) SECURITY FENCE
2003UDt
MENT �36 7T PER DET. CLF-1/C2
68" 58.00' MAIN ENTRANCE -----
25.00' 500 SF LAWN EQUIPMENT
98.33' :. 0.00'
EXISTING PARKING 60.142.33' 1 5SIDEWALK -- STORAGE
91,
NEW PHYSICAL PLANT FACILITY 25-00 - 600 SF MAINT. EQUIPMENT
�1 17,861 SF . ; : /. 3.00' STORAGE
LEGEND
-W -w -W -W -w
EXISTING WATER LINE
-SS -SS -SS -SS -SS
EXISTING SANITARY SEWER LINE
-W -W -W -W -w
PROPOSED WATERLINE
-SS-SS-SS-SS-SS
PROPOSED SANITARY SEWER LINE
440,
EXISTING MINOR CONTOUR LINE
-Off
EXISTING MAJOR CONTOUR LINE
Oar
PROPOSED MINOR CONTOUR
440'
PROPOSED MAJOR CONTOUR
' ' •.+' ��
CONCRETE PAVING
:+.dui �i :N.•. :.5, e�:t- •Y:r�N:%se..
�.•' •>;;.�t�:.
GRAVEL PAVING
EXISTING TREE LINE
O
SEWER MANHOLE
FIRE HYDRANT
WATER METERIVAULT
-SF-eF-SF-SF-SF-SF-SF
SILT FENCE
EXISTING PARKING
GRAPHIC SCALE
30 0 IS 30 60
( IN FEET )
1 inch = 30 ft.
- 73.11' -� 176.33'
1 r -
6.0' BRICK 73.33'
SCREEN
WALL CONCRETE
WASH PAD
1----- -71 7 -
.. / 1 T 1.76' D AO _ -
27,71' 1 \�1 < z
mo
21.76' 1 m m GRAVEL COVERED SHED
I m STORAGE
116.00, W L LINE FOR 20 VEHICLE
62.35' '
0
CONCRETE
PAVEMENT
° 35.00`.:
GRAVEL' I
ROOF LMEy
R50'
..70.00' - 52.00'
GRAVEL
FUELING .. .
MULCH/COMPOST"
'RECYCLING -___ BINS '
42.Q0' T. TRAILERS
1. -
22.90'
------ 2.00'
�- 32.78' -1 23.23' l­- 52.00' --{- 48.26' --0 26.00'
SUMMARY INFORMATIONMOTES:
1. NAME OF DEVELOPMENT: SANDHILLS COMMUNITY COLLEGE NEW PHYSICAL PLANT BUILDING
2. PROJECT ADDRESS: 3395 AIRPORT ROAD.ED PIN #: 857312859168, LRK # 991683
3. ZONING DISTRICT: FRR
4. TRACT ACREAGE: 181.04 ACRES. DEED BOOK: 270. DEED PAGE: 375
EXISTING IMOPERVIOUS: 32.61 ACRES, 1,420,491.60 SF OR 18%.
PROPOSED ADDITIONAL IMPERVIOUS THIS PROJECT: 2.29 ACRES, 99,700 SF (W/O ALTERNATE #1), 2.46 ACRES,107,355 SF (W ALTERNATE #1)
PROPOSED NEW TOTAL: 1,520,191.60 SF, 34.90 ACRES, 19.3% (W/O ALTERNATE #1)
PROPOSED NEW TOTAL: 1,527,846.60 SF, 35.07 ACRES,19.37% (W ALTERNATE #1)
5. BUILDING USE: PHYSICAL PLANT FACILITY. PROPOSED MAXIMUM HEIGHT: 24'. SQUARE FOOTAGE: 19,975 SF., ONE FLOOR MASONR/METAL SEAM
CONSTRUCTION. BLC/FAR: 14%.
120 6. OFF STREET PARKING REQUIRED: OFFICE- 2,706 SF/ (1 PER 150)=18, WAREHOUSE: 1 PER 2 EMPLOYEES MAX SHIFT, 6 PERSONS/2= 3 SPACES
7. TOTAL SPACES REQUIRED: 21. SPACES PROVIDED 21, 1-VAN ACESSIBLE,
8. LANDSCAPE BUFFERS: SEE PREVIOUSLY APPROVED CAMPUS MASTER PLAN.
9. PARKING LOT TREES MET BY EXISTING WOODS SURROUNDING PROPERTY.
PROPOSED PARKING AREA FOR VEHICLES NOT SERVICE RELATED OR UNDER CANOPY OR DOCKS: 3,776 SF. EXEMPTED BY 306.C.1
10. FEMA FIRM PANEL 3710857300J. THE PROJECT AREA DOES NOT CONTAIN FLOOD ZONE AREAS.
11. ACCESS GATES SHALL BE PROVIDED BATTERY BACKUP OR BE CONNECTED TO STANDBY POWER.
12. MINIMUM OVERHEAD CLEARANCE AT GATES SHALL BE 13'6" CLEAR, PER STATE FIRE CODE.
13. FIELD SURVEY AND TOPOGRAPHIC INFORMATION PROVIDED BY CENTRAL CAROLINA SURVEYORS, INC., P.O BOX 431, WEST END, NC 27376,
910-673-0151
14. DOWNSTREAM RECEIVING STREAM IS MILL CREEK. CLASSIFICATIONS: WS-HI;HQW
15. DISTURBED AREA: 208,656 SF, 4.8 ACRES
16. ADJOINING PROPERTY OWNERS: SANDHILLS COMMUNITY COLLEGE, DB 937, P. 262, DB 905, P. 544, DB 905, P. 541, ESTHER W. FRYE, DB 287, P. 329,
OMALLY FAMILY INVESTMENTS, DB 3379, P. 246, PINE GROVE ASSOC., DB 520, P. 981, TOWN OF S.P.-WATER RESEVOBZ
17. HOW, LR#2 WATER SUPPLY WATERSHED
1 1110 LOGGER CT., A-102
RALEIGH, N.C. 27609 Y
919.264.9394 PH.
KEVINCLEARWATER-ENGINEERING.CCM
Wlbn.-
LiIkc
L l•
028410
Town of
Southern Pines
cobw
R7dW Pat Facay
SCO File #070722601
3395 Airport Road
Pinehurst,
North Carolina 28374
DATE: MAY 7, 2010
ISSUED FOR: PERMR/CONSTRUCTION
'SITE
PLAN
SHEET DF DRAM BY: -
TOTAL SHEETS IN SET CHECKED BY:-
Y
Y
Y
Y
©Copyright 2008 Ross Veckore Architects, PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 3200 Atlantic Avenue Suite 110, Raleigh, North Carolina 27604 E-Mail: mailORossDeckardArchitects.com Fax: [phone] Phone: [phone] RaceAP11 L,/Q47C8rd A "ac I* PA
i
Y

GRAPHIC SVA E
30 0 15 30 60 120
TD
>>>Ono
IN FEET ) \ \ \ ~ \ \ \ \ \ \ \ \ \ \ / i TE
\ \ 1 I = 30 Tt. / I \ \ ✓ �\ \� \ \ \ \ \ \ \ \ ` \b17CH. DET TD-1= i��S�� \ \ \ _L _ 2410 --
\
SILT FENCE OUTLET _ �\ \�'aY� \ \ ISYP SKIN ER 1 22.
4 .00' - L w
�P R fOSP_E-L
\ \ \ \\ \ \ \ �VO REQ~D: 3,88� (1, 00 FT^ 5. 0'1 1
\ \ r TO f WEI ELEV.: 0.10' 1
J > \ \ TEN�R. TR�E�RROTEC ON/ � � \\ � \ � � � F I ��\
/ - SILT FENCE LI TPSF��� \ \\ \ \ IR WIDTH: 12. ' \ 1
_FUJI I'll
\ \BOM TT LE T
��1 - / 0� \ \ \ \ \\�_ -3� ! ✓ ) \ BOTTOVYIDTh� 2
_ \ \ _\ C \ \ BANK
L SLOP UV.; 53:1 \ \ A
^ \ \ A
- _ _-- -� "� J/ /
/T�-SIN
---- _ SF�SF -SP `� \ \
----_----_--��� _ _- --_ J--------i ^"SF-SII SF---SF�' 1 J-� _ \ TO S�ONBAUPON�� \ \ FIL
RTE
r --- - - - - _ f LAN Z \ / - \ \ COM ION ROSION R\
7 - l \ \ �\ - ` \ \ SMALL 3 RO Y CLEANED \ \\ \
STABILIZED I I \ \ �OF S�MENT.
CONSTRUCTION
ENTRANCE I \ \ - - _ ` \ \ \ \ �\ - `\ \�
DET.: CE-1/C4
\TOPSOI LF`REA
by
\ � / SEEDING SCHEDULE i I � � i' v _. - A V A � A V � A � � � � ✓ �� � A - � ���
NOTE \ i''. \ \ \ \ \ _� \ _✓� -_._ -
\ TEMPORARY SEED MIX SHALL QE USED FOR ALL ARE -AS EXPOSED GREATER THAN ONE WEEK AND SUBJECT TO FURTHER DISTURBANCE.' \ \ \ \ � -43996
I \ \
PERMANENT SEED MIX SHALL BE CHECKED FOR ADEQUACYY J�1LY 15. , �� \ 1.80.
�L\ _
ADEQUATE COVER SHALL HAVE 50 SPRIGS OF BERMUDA OR SERICEESPEDEZA PER ONE SQUARE FOOT. -
\ TEMPORARY SEEDINGRECOMMENDATION for SUMMER (TO BE FOLLOWED BY PERMANENT FALL--$ED--MIX)-
SPECI ATE (LB / ACRE) \
i APR. 15 - AUG. GERMAN MILLET40
\ _
LP - LP pLY '�OWT9 /"-ACRE-6R,WND AGRIURTURAL LIMESTONE and 750 LB /ACRE 10-10- 0-11ZE'R OR FOLLOYF RECeOMM ATIONS \ \\ \ ` / \ �., � \ � �� � I \ ay L- LIMIT OF DIST. LINE/
\ Eg OF SOIL TESTS. TREE PROT-FENCE
1(` LINE - -
\ �MUL�CH 4,O00 LB / ACRE GRAIN STRAW OR EQUIVALENT COVER. / 1
\ \ ANCHOR STRAW BY ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF 400 GAL-/ A6RC�-� l��':/ \ t \ `
\ A
\ MAINTENANCE
\ RE-FERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE- �LI�AND MULCH IMMEDIATELY FOLLOWING EROSION
DAMAGE
TMPORARY SEEDIN& RECOMME III TIOM f6rFl6 FOLLOWED BY PERMANENT FALL SEED MIX)
V'. SPECIES RATE (LB / ACRE)
�- AUG. 15 - DEC. 15 WINTER RYE (GRAIII
SOIL AMENDMENTS 1
APPLY ZOOD LB / ACRE GROUND AGRICULTURAL LIMESTONE and 1,000 LB/ACRE 10-10-10 FERTILZER OR FOLLOW RECOM DED, Sol
TESTS
NOT TO SCALE
MUI
APPLY 4,000 LB / ACRE GRAIN STRAW OR EQUIVALENT COVER.
ANCHOR STRAW BY ROVING, NETTING OR BY TACKING WITH ASPHALT EMULSION AT A RATE OF4400 GAL / ACRE.MAINLP
ANCE
REPAIRNAND-FERTIUZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB / ACRE OF NITROGEN IN MAR IF IT NECESSARY
MTO
ARCHD TEMPORARY COVER BEYOND JUNE 15, OVERSEER WITH 50 LB /ACRE KOBE LESPEDEZA IN LATE R Y OR FAR _ \ r \ 1 I I \
1 /
TEMPORARY SEEDING RECOMMENDATION for LATE WINTER and EARLY SPRING (TO BE FOLLOWED BY PERMANENT FALL SEED MIX)
/ \ \ SPECIES RATE IN /ACRE)
DEC. 1 -APR. 15 WINTER RYE (GRAIN)120
/ \ ANNUAL KOBE LESPEDEZA 50
OMIT LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND BEYONDJUNE
SOILTIEN�ENTS - -. ::.._. I�.:� --- \
/ APPLY
L2,000 lB�ACRE GROUND AGRICULTURAL LIMESTONE and 750 LB / ACRE 1TESTS.rp�' 1,U-10 FERTILIZE OR FOLLO MFJd TI /
000r000=.ar.rr��r�ao
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...I.00..ro. o.r�r��►�r�r..
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............................
.. LOGGER
Town of
Southern Pines
'77• {
• • _
bkMe0if •1
3395 Airport Road
Pinehurst,
North Carolina 28374
yPre /MULCH / � -
APPLY 4,000 LB / ACRE GRAIN STRAW OR'EQUIVALENT COVER. - /I / \ I /
VING, NETTING OR BY
\ / �C�/MO DI,STURBAPaC LINE _ _ - - - \ ' \ \ 4� ' \
/ MAINTENANCES.... \ / \ DY /
REFTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE-FE�IU AND MULCH IMMEDI>A Y FOLLOWING i
DAMAGE.
\ \ PERMANENT SPRING SEED MIX
\ SPECIES RATE (LB/ACRE) / / \ / \ \/ \ /� / �dl /
\ MARCH 1 - JULY 1 COMMON
MON BERMUDA 30
\ \ SERICEA LESPEDEZA 30 / \ `- / \ / _' -\ \ N \ \ti / /
PERMANENT SPRING SEED MIX
SPECIES RATE (LB / ACREr
SEPT. 1 - NOV. 1 COMMON"BERMUDA 30 V i �/)( /
SERICEA LESPEDEZA (UNSCARIFIED) 30KOBE
LEySBEDEZA 10 � � �.� \ ,- - \ �\/� \ � _ _ \ \AAn' � J //\ SK�MME BASIN #2 I � � J
DA:1.5 AC
/ I _ VO�REQID: 2, 00 (1 �880 1[T• ^3�AC)
EROSION CONTROL CONSTRUCTION SEQUENCE (REVISE AS NECESSARY TO ADDRESS SITE SPECIFIC ISSUES) MINIMUM OF 1 INCH OF RAINFALL A WEEK (IF NOT SUPPLIED NATURALLY, CONTRACTOR SHALL PL THE REMAINING AMOUNTUNTIL �- /� / �/ WEI EL 4 .00.
�\ GROUND COVER HAS BEEN ESTABLISHED. \ S �--- \ \ //
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. f J \ \ \ \ WEIq WIgTTH: 0' I I I
2. INSTALL TEMPORARY EROSION CONTROL MEASURES AT LOCATIONS SHOWN ON PLAN. NOT TOE / \ \ \ - \ / / Q/p / EP H:3. '
3. CALL FOR ON -SITE INSPECTION BY TOWN OF SOUTHERN PINES CONSTRUCTION INSPECTOR. s / \ \ // / 1 O7OM ENGTH: 4Q
4. INITIATE GRUBBING AND TOPSOIL STRIPPING OF THE SITE. EROSION CONTROL \ / �/ / I Fj I I
TOWN OF SOUTHERN PINES \ (' I \ / / \ - / / / O OM DT : 14' I I
5. AS CONSTRUCTION PROGRESSES, REMOVE SILT AND SEDIMENT BUILDUPS AT ALL MEASURES TO MAINTAIN / / / D N SL E:2i1
ADEQUATE EROSION CONTROL. SEEDING NOTES � ✓ j
6. WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, GROUND COVER SHALL BE PROVIDED DATE. JaNwTRYaae I I I \ / / \ / // \ / / \ ' V L..RO .: 2,796 F# 3 I
ON EXPOSED SLOPES AND PERMANENT GROUND COVER SHALL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN /
15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION
OR DEVELOPMENT.
7. FOR HOW ZONES, GROUND COVER SHALL BE PROVIDED WITHIN 15 WORKING DAYS OR 60 CALENDAR DAYS
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT, WHICHEVER PERIOD IS SHORTER. DAIS: MAY 7, 2010
8. CONTINUE WITH FINE GRADING OF SITE.
9. WHEN CONSTRUCTION ACTIVITIES ARE COMPLETE AND ALL SOIL AREAS STABILIZED, CALL FOR ON -SITE /
INSPECTION BY TOWN OF SOUTHERN PINES CONSTRUCTION INSPECTOR. TD-TD-TO -TD-TD-To -To -To -To -TDB-ro�►��� ISSUED FOR: PERMIT/CONSTRUCTION
10. IF SITE IS APPROVED, REMOVE TEMPORARY EROSION CONTROL MEASURES AS DIRECTED, SEED, FERTILIZE AND
MULCH RESULTING DISTURBED AREAS. CLEAR ALL DEBRIS AND SEDIMENT ACCUMULATION. ESTABLISH PERMANENT LEGEND TREE PROTEC °N
STABILIZING VEGETATION DURING THE APPROPRIATE TIME OF YEAR. CONSTRUCTION SEQUENCE:
11. UPON ESTABLISHED AND STABILIZED VEGETATION, CALL FOR FINAL INSPECTION BY TOWN OF SOUTHERN PINES w-w-w-w-w oasnNG WATER LINE T°-ro-ro-ro TEMPORARY INVERSION DITCH
CONSTRUCTION INSPECTOR. PHASE 1: CLEAR & GRUB
12. UPON ESTABLISHED AND STABILIZED VEGETATION, CONVERT SEDIMENT BASIN /1 TO INFILTRATION BASIN. ALL-ss--- ss-ss-ss o lsnNcsANITARrsEwERurE
ACCUMULATED SEDIMENT MUST BE REMOVED PRIOR TO CONVERSION AND DURING CONSTRUCTION OF INFILTRATION 1. CONTRACTOR SHALL ENSURE THAT PROPER PERMITS AND INSPECTION BOX IS INSTALLED ON THE SITE, ALONG WITH RAIN GAUGE. NOTIFY AND ATTEND A PRE -CONSTRUCTION MEETING WITH
BASIN. W -W -w-w-w PROPOSED WATERLINE SHCC & NOTIFY NCDENR FAYETTEVILLE OFFICE OF BEGIN DATE.
2. INSTALL CONSTRUCTION ENTRANCE, SILT FENCES, TEMPORARY DIVERSION AND TEMPORARY SEDIMENT BASINS. CLEAR ONLY THE REQUIRED AREAS TO INSTALL THESE MEASURES. SEED,
ss-ss-ss-ss-ss PROPOSED SANITARYSEWET2LIN 1. SEED BED PREPARATION MULCH AND TACK TEMPORARY DIVERSIONS, BERMS, AND BASINS IMMEDIATELY AFTER CONSTRUCTION. CALL FOR INSPECTION IF REQUIRED BY NCDENR.
- ,„~ � EXISTING MINOR CONTOUR LINE 3. ONCE APPROVED, CLEAR AND GRUB SITE FOR ENTRANCE ROAD, DRIVES, PARKING AREAS, AND BUILDING PADS.
2. RIP THE ENTIRE AREA TO 6 INCH DEPTH. 4. ESTABLISH STOCK PILES OF SPOIL AND TOPSOIL. SEED AND STABILIZE AS REQUIRED.
3. REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND -4W- EXISTING MAJOR CONTOUR LINE
UNIFORM. 4. APPLY AGRICULTURAL LIME, FERTILIZER AND SUPERPHOSPHATE IN ACCORDANCE WITH 'SEEDING SCHEDULE' AND +ar PROPOSED MINOR CONTOUR PHASE 11-SITE DEVELOPMENT C-4
MIX WITH SOIL 440PROPOSED MAJOR CONTOUR 1. DURING SITE AND BUILDING DEVELOPMENT TEMPORARY MEASURES SHALL BE INSPECTED WITHIN 24 HOURS OF A RAINFALL OF �' OR MORE OR WEEKLY. REPORTS AS WELL AS APPROVED
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEED BED IS PREPARED 4 TO 6 CONSTRUCTION DRAWINGS SHALL BE MAINTAINED ON SITE FOR AVAILABLE REVIEW.
INCHES DEEP. ;::':.;':•
'••1. �.. �.'• 1
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK CONCRETE PAVING ' ' � _��'�'�>Y- �� 2. WHEN TEMPORARY BASINS FILL WITH SILT TO +THE BAFFLE HEIGHT, THEY SHALL BE CLEANED AND RESTORED TO ORIGINAL DEPTHS. SILT FENCES SHALL BE CLEANED WHEN SILT REACHES Z
AFTER SEEDING. SEED ACCORDING TO 'SEEDING SCHEDULE". �v p .ra a GRAVEL PAVING THE CLEAR FENCE HEIGHT AT INSTALLATION. TEMPORARY DIVERSIONS SHALL BE INSPECTED FOR BLOCKAGE, ETC.
7. MULCH IN ACCORDANCE WITH "SEEDING SCHEDULE" IMMEDIATELY AFTER SEEDING.
ExisnNG TREE LINE PHASE III -CLOSE OUT EROSION
8. INSPECT ALL SEEDING FOR COMPLIANCE KITH THE REQUIREMENTS OF THE SEEDING SCHEDULE . MAKE NECESSARY i
REPAIRS AND RESEED WITHIN THE PLANTING SEASON, IF POSSIBLE, OR THE DAMAGED AREA SHALL BE � 1. UPON ESTABLISHMENT OF VEGETATIVE COVER, PAVING AND INSTALLATION OF REQUIRED LANDSCAPING AND ITS APPROVAL, TEMPORARY MEASURES SHALL BE REMOVED. THE SITE AS WELL
REESTABLISHED FOLLOWING THE ORIGINAL LIME, FERTILIZER AND SEEDING REQUIREMENTS. FIRER HYDRANT AS
CONTROL
� AS SURROUNDING AREAS SHALL BE POLICED FOR CONSTRUCTION DEBRIS AND SHALL BE CLEANED TO THE SATISFACTION OF THE OWNER.
FIRE HYDRANT
WATER METERIVAULT NOTES:
EROSION CONTROL SEQUENCE & 1. AREA OF VEGETATIVE COVER: 109,388 SF, 2.51 ACRES. SHEET OF DRAM BY.-
TOWN OF SOUTHERN PINES -" "- ° -"-° SILT FENCE 2. GROUND COVER SHALL BE PROVIDED WITHIN 15 WORKING DAYS OR 60 CALENDAR DAYS FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT, WHICHEVER IS SHORTER.
SEEDING NOTES TOTAL SHEETS IN SET CHECKED By.
JANUARYZDW _
Oc Cop)right 2008 Ros IVkmd Architects PA Moiling Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 3200 Atlantic Avenue Suite 110, Raleigh, North Carolina 27604 E-Mail: moilORossDeckardArchitects.com Fox: 919.875.9200 Phone: [phone] ROM lop PA
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e I t
,
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,
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STEEP CUT OR FILL SLOPE
2' MIN
COMPACTED
2' MIN
2:1 SLOPE (MAX)
ORIGINAL GRADE
CROSS SECTION
NOTES AND MAINTENANCE
A' . LENGTH, WIDTH AND MINIMUM STONE DIAMETER TO
FRAIES AND MAW 10 RBiAN OFF MET $R1NC7 M WE MET BE DETERMINED BY DESIGN CRITERIA.
IS N Rom' INSPECT RIPRAP OUTLET AFTER EVERY RAINFALL EVENT TO SEE IF ANY EROSION AROUND NOTES t MANIEMANCE
N0 q= AND W WiAN OEM AFM EWW 1WFALL EMIT REPLACE 057 OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. 1. ENIRANCE(S) SHALL BE LOCATED TG PROVIDE MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES 70 SILT FENCE
WMED 910E F IT OLM W 8®REIR AND OLEM IM MON IM OF ANY IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. 2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE TRUCKS IS TO BE PROVIDED Pas
OF>rrEB M OM ODIE�C75 1�NRRRIE AOE1MIE FLOW FOR ANT RANGMOMWELL rPosT (TYP)
LENGTH ONTO MUSTT STREBE EE MAINTAINED
�DDICATOPORE�NG M STOW PREVENT BE �TRRACTOR SHALL +I
0 0 0 o fI57 STONE MAINTAIN RI NECESSARY 16
4. ANY MATERIAL WHICH 51111 MAKES IT ONTO THE ROAD MUST BE CLEANED UP BBffD1ATELY.
5. FREOUENT CNECRS OF THE ENTRANCE(5) AND DMO.Y MAINTENANCE SHALL BE PROVIDED.
A A o B. NOTES ARE APPLICABLE AT All PANTS W INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
RCP FES oe e S
O O O
o 0 0
o D.E.EVATI�I
0 CD 0 o�l100' MIN.
CD D
`Jl •� NOTCH AND FOLD
RCP PIPE o o FABRIC
O1POSr STEEL POST
PLAN 20' OR WIDTH OF
2'-3• MEN. e p PROPOSED STREET DOYEN WIRE FABRIC
o EXISTING " COARSE AGGREGATE OR DRIVEWAY, m
RIP -RAP ROADWAY ^POST
1 SIZE AS REQUIRED (CLASS 'A RID ) " WHICHEVER B' 057 WA HORIZONTAL FENCE FABRIC F
W STE:EL'T' POSTS (TYP) STONE SILT
PIPE OUTLET YWnT FLOW
55 g' RIP
III I ()
WIRE MESH - 19 GAGE, 1111-4 -
114' OPENINGS
4' MAX _ .AB
FLOW PJza'
EXCAVATE FOR NEW CONSTRUCTION
SEDIMENT CAPTURE EXISTING
(SEE PLAN FOR I o 0 0 RGADWAY 85' MIN 15' MIN
N , DIMENSIONS) -III s• .
a
2" MIN.
NON -WOVEN GEOSYNTHETIC
f
FILTER FABRIC UNDERDNER
6" MIN CROSS sEcnal
NOTES R MAINTENANCE
1. INSTALL SILT FENCE PER STD. SILT FENCE DETAIL
2. INSPECT REINFORCED SILT FENCE OUTLETS AT LEAST ONCE A WEER AND AFTER EACH RAINFALL MAKE ANY
REQUIRED REPAIRS IMMEDIATELY.
SECTION A -A & REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAN AND
TO ENSURE STONE FILTER IS FUNCTIONING PROPERLY.
4. LOCATE REINFORCED OUTLET AT LOW POINTS OF SLT FENCE
5, REMOVE RIP RAP STONE CAREFULLY AND ENSURE SILT FENCE IS NOT TORN. REPLACE ANY TORN SECTIONS.
CONSTRUCTION EN7RACE
Norroswe Norroarae NOTTO score NOTTOS
TOWN OF SOUTHERN PINES TEMPORARY INLET PROTECTION DETAIL FE TOWN OF SOUTHERN PINES RIP -RAP VELOCITY DISSAPATOR DETAIL E�5 TOWN OF SOUTHERN PINES TEMPORARY GRAVEL CONSTRUCTION TOWN OF SOUTHERN PINES REINFORCED SILT FENCE OUTLET E-7
�� � ogre: ENTRANCE DETAIL E'3 are u,N . DETAIL C
STABILIZE DIVERSION DITCH
WITH TEMPORARY SEEDING
AND EROSION CONTROL
NETTING
UPSLOPE TOE - POSITIVE GRADE 1.0% MAX.
SIDE SLOPES %
2: 1 (MAX.) \
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \
\ \ \ \ \ \ \ \ \ \ \
STEEP CUT OR FILL SLOPE
PLAN VIEW
DIVERSION DITCH
STD. Na
DI
PLAN VIEW
2' MIN.
f INFLOW
STRUCTURE
DEWATERING x EMERGEN
ZONE
SKIMMER
FILTER FAB — DEWATERING /
DEVICE \
i
S D�
STO ONE/ j CROS ECTION VIEW
w1�MNN—WERV1
SUMMARY: TEMPORARY SEDI NT I
WATER
EL E� SPILL PI�I ' �BAFFLIES IMPERMEAB
1
MAXIMUM DRAINAGE AREA:0 ACRES
LIM
VOL 1800 CUBIC FEET PER ACRE OF DISTURBED AREA V FREEBOARD
SU 325 SQUARE FEET PER CFS � PEAK FLOW 2:1 BAFFLES LIW O: Z:F j L
DEWATERING ECHANISM: SKI R
MINIMUM DEWATERING TIME: 24 HOURS ,
BAFFLES REQUIRED: 3 BAFFLES
DESIGN LIFE: LESS THAN 3 YEARS
SKIMMER DETAIL
SPILLWAY
STD. NO.
SK-1
PVC END
CAP
PVC ELBOW
i
WATER SURFACE
—PVC END
•
CAP
J
/
\
\
SCHEDULE 40
PVC PIPE\
PVC TEE
PVC PIPE
1HOLES
FLEXIBLE
HOSE
i
UNDERSIDE
END VIEW
SKIMMER SEDIMENT BASINS ARE NEEDED WHERE DRAINAGE
AREAS ARE TOO LARGE FOR TEMPORARY TRAPS. DO NOT LOCATE
THE SKIMMER SEDIMENT BASIN IN INTERMITTENT OR PERENNIAL
STREAMS.
SEE DENR STANDARDS & SPECS.
FOR COMPLETE DESIGN CRITERIA & MAINTENANCE
ARM ASSEMBLY
PERSPECTIVE VIEW
PVC VENT
PIPE \
SCHEDULE40
PVC PIPE
ORIFICE
PLATE
PVC TEE
BOTTOM SURFACE
FRONT VIEW
SKIMMER DETAIL
- "C" ENCLOSURE
ER ENTRY
UNIT
!-1/2 GA
MATE
MIN. 10 GA
LINE WERES
FRONT
NEIY
TEII POST
NOTE
USE SILT FENCE ONLY WHEN
WOVEN WERE FABRIC
DRAINAGE AREA DOES NOT
EXCEED 114 ACRE AND
LT FENCE FABRIC
NEVER IN AREAS OF
CONCENTRATED FLOW.
3,
24"
FILL SLOPE
..W GRADE
• FOR REPAIR OF SILT
i
e' MIN. COVER
!, FENCE FAILURES USE
„ %
OVER SORT
Na 57 WASHED STONE. 2
FOR ANCHOR WHEN SILT
O
ANCHOR SKIRT AS
ANCHODIRECTR
FENCE ISA� 7ECDNG
i
ENGINEER
i
MIN.
SIDE VIEW
NOTES & MAINTENANCE
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL MAKE ANY REOUIRED REPAIRS
IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND
REDUCE PARE ON THE FENCE TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
5. REMOVE SEDIMENT DEEPER THAN 12'.
NmTos
STD.
sc2-1 TOWN OF SOUTHERN
ogre .vNuwrr
TEMPORARY SILT FENCE - E6
DETAIL
1 100 LOGGER CT., A-102
RALEIGH, N.C. 27609
91 9.264.9394 PH.
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Town of
Southern Pines
sendal Comm*
CC__
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SCO File #070722601
3395 Airport Road
Pinehurst,
North Carolina 28374
1 08-304.00
DATE: MAY 7, 2010
ISSUED FOR: PERMR/CONSTRUCTION
EROSION
DETAILS
SHEET OF WAM BY: -
TOTAL SHEETS IN SET CHECKED BY: -
,
,
,
Copyright 2008 Ross/Decko d Archifecra, PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 3200 Atlantic Avenue Suite 110, Raleigh, North Carolina 27604 E-Mail: mailORossDeckordArchitects.com Fax: [phone] Phone: [phone] flow Dft- w-a` 1/ "w* PA

CONCRETEWASTE
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CP
455.00
452.50
450.00
447.50
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c: 442.50
ICU
> 440.00
w
437.50
FES-9
435.00 1 INV.:432.79
432.50
EMIR
427.50
425.00
422.50
420.00
DI-8
DI-4
TOP:440.00'
DI-7
TOP:442.10'
INV.
(7,4):433.80'
TOP: 439.
5'
INV. IN:435.35'
INV.
UT:433.70'
INV. IN:414.96
INV. OUT:43'5.25'
INV. OUT:
434.85'
1
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1
5 c� 1
2. i "•F UT 1
SDM 0\ RI RAP PAD-
INV. : 23.7Ile
T /
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TOP: 442-75'
INV. IN: 436-35'
INV. OUT: 436.25"
HYDRAULIC GRADE LINE
30
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DI-2
TOP: 442.75'
INV. IN: 437.80'
INV. OUT: 437.70'
Station
GRAPHIC SCALE
0 ,5 30 nn
( IN FEET )
I inch = 30 ft.
\ _ l
l \ \ \\ \ D1-4 L v 1. \ RDL \ DUMPSTER
SAD /
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(TYP.) DET. E-4 1
U,
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v I , FF 444.00'
°LP / / DL DTURBED AREA:
/-
0\ 208,656 SF, 4.8 ACRES
RDL-1,5 u / / 40-
INV. IN: 440.50' ,:/ / IJu
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H2O GRATE
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PROJECT: SANDHILLS COMMUNITY COLLEGE T _--T ------ -
-- - + - --- --- - -- --- - -;LOCATION S.P.
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-- - -- -- - -- t- ---i_ _ _ 0.012 RCP
1 2 - -3 -- ---4 5.0 6 --7 -1 - $-- RUNOFF 1 10---j - 11 1 - 72- -- 13 14 15 16 --I 17 r 18 - (_- 19
DRAINAGE TOTAL INLET PIPE COEFF. SEGMENT UPPER LOWER
FROM TO AREA AREA TIME TIME tc INTENSITY 10-YR Cc Q10 HW/D SLOPE 1 pn1E0. SIZE I MATERIAL Vets LENGTH TIME INVERT 1 INVERT
acres acres min. min. min. in/hr. cfa ftJft in. in. ftJsec. I ft. min. ft
RDL-1 DI 2 0.28 0.28 5.0 - 5.0 8.0_ 0.85 1.9 0.9 2.0°A L_7.5 8.0 HDPE 6.4 134.0 0.4 440 50 I 437.80
--- - ---
DI 2 DI-3 0.1 0.38 1 5.0 0.4 5.0 8.0 -- 0 85 2.6 ---- - -- - � - _
--- - - -- -- -- r -- - -0_8 - 2.0% 1 8.4 10 0 HDPE 7.5 66 0 0.1_ 437.70 ! 436,35-
_._ DI 3 --�_DI 4 0.1 -� 0.48 5.0 0.5 5.0 8.0 0.85 3.3 0.9 2.0% 9.2 10 0 HDPE 7.4 50 0 0.1 436 25� 435.25
-- --
- - -- -- - -- - -- - - - - F -
DI 4 DI 8 0.2 0.68 5.0 0.6 5.0 8.0 0.85 4.6 I 0.9 2.0% "
o -- ---- -- _ 1 10 5 12.0 HDPE -8.3 70 0 0.1 43515 433.75 -
- -- -
RDL-5 T-6 0 2 _ 0.2 5.0 0.8 5.0 8.0 - - _0_85 14 -0.8 2.2°iL _ 6.6 8.0 HDPE 6.6 I 217 _0 0.5 440 50 435.80
T 6 DI 7 - 011 - -- -
-_ 0.31 5.0 1.3 5.0 8.0 0 85 21 0.8 2.0°� 7.9 - 10.0 HDPE - 7.3 _
- - - -- - -- - - -- -- - -t - --- 1 43 0 0.1 435 80 I 434.95
DF 7 DI 8 0 03 - - 0.34 S.0 1.4 _5.0_I 8.0 0.85 - 2.3 j 0.8 2.0% - 8.1 10.0 HDPE 7.3 53.0 - - 0.1 { 434.85 433.80
FES-9 0 05 - 1.07 - 5.0 1.5 5.0 - - 8.0 _... 0 7 3 0.8 2.0% 12.5 --- 15.0 r HDPE r - - - I - -- - -
DP SDMi10 -0.05 1.12 5.0 1.6 5.0 - -- 8.0-- -= 0.85 7.6 -0.8 2.0%___ _ 15.0 --__ _--_-9 7 __-4__ _ 50.0 0.1 433.70 432.70
- - - -- RCP 9.7 85.0 0.1 i 429.95 428.25
SDAAi10 OUT 0 1.12 5.0 0.0 5.0 8.0 0.85 7.6 0.8 2.5% 12.2 15 0 _._._ ___ t -
- " --- -- ---- -LRCP 10 8 70 0 f 0.1 423.75 F 422 00
(HEADWALL 10 (EXIST.) j FES 11 ( 0.86 - -- - - ---
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0.86 5.0 0.0 5.0 8.0 j 0.85 5.8 0.7 3.8% 10.2 15 0 t ? -L _ ,RCP - 13 3 � _ 126 5 0.2 ( 440.28 I 435.50
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ENGINEERING & DESIGN, PLLC
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Town of
Southern Pines
cokp
SCO File #070722601
3395 Airport Road
Pinehurst,
North Carolina 28374
DATE. MAY 7, 2010
ISSUED FOR: PERMIT/CONSMUCTION
GRADING
PLAN
s+�T w BRAWN BY. -
TBTAL sNEEIS IN SET C Emm BY:-
©copyright Zoos aoss/DecRore Architectx P.t Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 3200 Atlantic Avenue Suite 110, Raleigh, North Carolina 27604 E-Mail: mail®RossOeckardArchitects.com Fax: [phone] Phone: [phone]
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REINFORCED OVERFLOW
W/ CLASS B RIP RAP 6.0' x 1.0'
INV. OUT: 419.25'
426.50' BASIN RIM
426.10' OVERFLOW
1�
9
10" FLARED END SECTION
CLASS B RIP RAP
ELEV. ft FORBAY 420' \
8" DUCTIL IRON DRAIN LINE W/ VALVE BOX INV. IN: 420'
CLASS B
RIP RAP FOREBAY
CLEAN FORBAY @ 421.50'
r�
4" LAYER CLEAN WASHED SAND MINIMUM
4"
—419.6T (SHWT)
STORM WA TER INFILTRATION SECTION SI9.4°
VEGETATIVE SWALE PLANTING SPECIFICATIONS
GRASS COMMON NAME: BAHIAGRASS
BOTANTICAL NAME: PASPALUM notatum 1LUGGE
LIFE CYCLE: PERENNIAL
GROWTH HABIT: SPREADS BY RHIZOMES & STOLONS
SEASON OF GROWTH: WARM
HEIGHT: 15-30 INCHES
pH RANGE: 4.5-7.0
SEEDS PER LB (x1000) : 273
APPLICATIONS: FINE TURF, WATERWAYS & CRITICAL AREAS, COASTAL PLAIN, SOUTHERN PIEDMONT
ADAPTATIONS: TRAFFIC, HEAT, DROUGHT
RECOMMENDED VARIETIES: PENSACOLA & WILMINGTON
3
VE G E TA TI VE SWALE ISM.
50' V"ALE
50
\ DRAIN PIPE _
D\1
34.00' 1� �� L
c
\ etA-SS B RIP P
\ \ �OREBAY
/I —
t0'
STORM WA TER INFILTRATION BASIN PLAN ISM.,NO.
GRAPHIC SCALE
20 0 10 20 40 90
( IN FEET )
1 inch = 20 ft.
C LEARWATE R
RALEIGH, N.C. 27609
919.254.9394 PH.
10CLEARWATER-ENGAIEERING.COM
Town of
Southern Pines
SuKhb
COlepe C
SCO Fie #070722601
3395 Airport Road
Pinehurst,
North Carolina 28374
V
V
DATE: MAY 7, 2010
ISSUED FOR: PERMIT/CONSTRUCTION
V
INFILTRATION
BASIN
SHEET OF BRAWN BY: -
TOTAL SHEETS IN SET CHECKED BY: -
@Copyright 2008 ROss/Deckad Architects PA Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 3200 Atlantic Avenue Suite 110, Raleigh, North Carolina 27604 E—Mail: mail®RossDeckardArchitects.com Fax: [phone] Phone: [phone]
I
Kr W*773 111 -r • r _ - .

N 69003,�6
121'
LANDSCAPE MANAGEMENT
1. GENERAL
A. Proper License
1. Applications of herbicides, insecticides and other chemicals will be applied under the direction of a person licensed by the state of North Carolina to apply such chemicals. The License of the applicator shall be in
good standing and valid. A copy of the Applicators License or Licenses Number shall be presented to the Owner at the time the contract is executed.
If. PROVISIONS
A. All included trees, shrubs and hedging shall receive no less than the following:
1. Pruning
a) Shrubs and trees will be pruned once during the first year of warranty by the Contractor who installed them. The Landscape Contractor and Landscape Architect shall mutually
decide when this shall occur.
b) All pruning of woody plants shall be done in accordance with Pruning Standards for Shade Trees by the National Arborists Association.
c) Pruning schedules shall be dictated by the plants' bloom time so as not, to affect the flowering performance of the plant.
d) Tree pruning shall include work that is necessary to maintain the tree's normal growth pattern, removal of dead or dying portions, and removal of undesirable suckers or water sprouts.
e) Shrub pruning (except in the case of formal hedges) shall include workthat is necessary to maintain the shrub" natural shape.
f) Hedges shall be maintained at the height decided upon by the Landscape Architect at the time of final acceptance.
2. Fertilization
a) Tree fertilization -newly installed trees shall be fertilized by granular surlece application at a rate of 2 lbs. N/1000 square feet/year, once in late February. The fertilizer shall be a complete formulafion with a ratio similar
to 10-8-6, with 50% slow release nitrogen. Those that occur in shrub beds may be fertilized on the same schedule as the shrubs. Broadcast fertilizer in an area two times as wide as the original root ball.
b) Shrubs shall be fertilized once between March 1 and April 1. Surface application of 2 lbs. N/1000 square feet using a complete fertilizer with a ratio similar to 10-" with 50% slow release nitrogen.
3. Mulching
a) All mulched areas shall be checked periodically and are to be re -mulched so that they contain a depth of two to three inches throughout the warranty period. Mulch used shall equal that which was supplied during
installation of the plants. Delivery, storage, and protection of plant mate(ials.
4. Weeding
a) Weeding of mulch beds will be scheduled throughout the year in order o keep the planting areas free of weeds. All the beds and mulched areas shall be maintained in a crisp, clean condition.
b) The Owner or Owner's representative and the Contractor will decide upon the time of weeding. However, the number of weedings shall not exceed six during the one year period.
5. Mowing
a) Mowing and turf management is the responsibility of the Owner.
6. Use of Chemicals
a) Use of pre -emergent and post -emergent herbicides may be applied to tads to control weeds provided the Maintenance Contractor follows manufacturer's recommendations and no desired plant fife in injured.
b) The Contractor guarantees that any of the used herbicides will not dam hae or harm plant life of desired plants permanently. If damage does occur, the Contractor will take full responsibility for this damage.
c) Application of all herbicides will be by or under the supervision of a person licensed by the State of North Carolina to apply herbicides. The license of the Applicator shall be in good standing and valid. A copy of the
Applicator's license of license number shall be presented to the Owner ilt the time the Contract is executed.
7. Watering
a) All non -irrigated plantings will be watered by the landscape Contractor.
b) Water shall be supplied by the Landscape Contractor and be free from pit, acid, alkali, salt, and other substances harmful to the growth of plants.
c) Watering Schedule
(1) Certain soil types and other factors (percolation, tree species, drought, etc.) may make it necessary to adjust the watering schedule. The soil around the installed plants should be probed regularly to
determine the moisture content.
(2) Watering requirements during the initial shock period (installation period), which is the first thirty days after planting, will be as needed. The following schedule serves as the minimum requirement:
(a) Plants transplanted between September 1 hand April 30
(i) Every two days for four weeks.
(ii) Twice per week for four weeks.
(b) Watering requirements during the establishment period (warranty period), which is after the first thirty days during temperate weather conditions (temperature under 90 degrees with
regular rain) shall be as needed. The following schedule serves as the minimum requirement:
(i) May 15 through October 31-every two (2) weeks.
(ii) November 1 through May 14-every three (1) weeks.
(c) Watering requirements during the establishment period during high heat and/or drought conditions shall be as needed. The following schedule serves as the minimum requirement:
(i) May 15 through October 31 one every seven- (7) days.
(ii) November 1 through May 14-every one (11 to two (2) weeks.
(it) Watering requirements for plants located cut slopes and fill slopes may require more frequent watering. The soil around the installed plants should be probed every two (2) weeks to
determine the moisture content.
d) Watering Execution
(1) Apply water only by open-end hose at a low pressure to avoid air pockets and injury to the plant roots and to avoid erosion.
(2) Sufficient watering is achieved by filling the water saucer twice per application per tree and per shrub.
8. Warranty Reports
a) The Contractor is to submit to the Owners representative monthly written reports. This reporting is to include scheduled waterings as per the planting specification, any actions taken, any services performed, any
incident of insect infestation or disease, and note any damage due to other causes such as vehicular damage.
b) Monthly warranty reports are to be submitted within seven (7) days of the first (1st) day of the month.
VISUAL SITE TRIANGLES
NO OBSTRUCTIONS
13
PLANT LIST:
KEY
QTY.
BOTANICAL NAME VARIETY
COMMON NAME
ROOT
HT.
CAL
REMARKS
AROG
6
ACER RUBRUM OCTOBER GLORY
OCTOBER GLORY RED MAPLE
B&B
14
-S.5
CL
11
CUPRESSOCYPARIS LEYLANDII
LEYLAND CYCPRESS
30
3.5"
QP
2
QUERCUS PHELLOS
WILLOW OAK
B&B
14
3.5"
AP
1
ACER PALMATUMJAPANESE
MAPLE
B&B
14
2"
ROOT
HT.
CAL
SPACING
CJ
12
CAMELLIA
JAPONICA
PINK PERFECTION
BT
10
BERBERIS
THUNBERGII
IJAPANESE BARBERRY
BS
55
BUXUS SEMPERvIRENS
ENGLISH BOXWOOD
RC
42
RHODODENDRON
CANESCENS
PIEDMONT AZALEA
30
GRAPHIC SCALE
30 60
( IN FEET )
1 inch = 30 ft.
120
/�� /
i f L --I/ LAWN
1-1
PLANTING NOTES:
AROG
1.
Key letters refer to plant list. Where key letters are
connected to a single plant, the quantity is one.
�6
2.
Group plantings have key letters followed by the quantity
of that plant in the area indicated.
tiJ
3.
Locations for proposed plant beds and trees can be
y
established by using scaled dimensions taken from the planting
plan. Use walks, drives, buildings, etc. as references.
Q
�G
4.
All plants shall meet or exceed the minimum standards in
the AMERICAN STANDARD FOR NURSERY STOCK by the
Oj
5.
American Association of Nurserymen Inc., Washington, D.C.
It shall be the responsibility of the Planting Contractor to
J
verify all plant quantities provided in the plant listing.
�i
6.
The Planting Contractor is responsible for verifying utility
locations prior to digging.
7.
All planting beds and tree pits shall receive a minimum of
3" approved mulch.
8.
All plants shall be compact, uniform, and well grown. Selections
shall not include loose, open plants.
9.
The contractor will provide seeding (grass) for all disturbed
project areas unless otherwise noted.
10.
Mulch shall be premium grade shredded pinebark.
11.Where
adjacent to curb in median planting, plant shrub such that
the center is 2' from the back of curh
...... ................
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C:LEAP,WATER
ENGINEERING & DESIGN. PILLC
.. LOGGER CT., A-102
SEAL
028410
Town of
Southern Pines
•777
-
• -X i 1 •1
3395 Airport Road
Pinehurst,
North Carolina 28374
DATE: MAY 7, 2010
ISSUED FOR: PERMIT/CONSTRUCTION
LANDSCAPE
PLAN
QCopYright 2008 R.IZ/ .ckard Ar hfte t4 PA ''.. Mailing Address: P.O. Box 98044, Raleigh, North Carolina 27624-8044 Street Address: 3200 Atlantic Avenue Suite 110, Raleigh, North Carolina 27604 E—Mail: mail®RossDeckardArchitects.com Fax: [phone] Phone: [phone]
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