SW7120704_APPROVED PLANS_20120821

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
Fp APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
ka
YYYYMMDD

MAP
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WEE WINKS, LLC INTENDS TO REDEVELOP FOUR PARCLES ON THE EASE SIDE OF
DUCK ROAD. THE CONSTRUCTION WILL INCLUDE THE CONSTRUCTION OF THREE
NEW RETAIL AND OFFICE BUILDINGS. THE SITE IS LOCATED ON 1.58 ACRES
LOCATED AT 1216 DUCK ROAD, DUCK, NORTH CAROLINA. APPROXIMATELY 1.5
ACRES OF THE SITE ARE TO BE DISTURBED. CONSTRUCTION IS SCHEDULED TO
BEGIN IN THE FALL OF 2012.
THE SITE IS DEVELOPED WITH SANDY SOILS.
DISTURBED AREAS ARE TO BE STABILIZED WITH TEMPORARY/PERMANENT
VEGETATION ACCORDING TO THE SEQUENCE OF CONSTRUCTION.
1. SOILS
UPLAND SOIL TYPES AS MAPPED IN THE SOIL SURVEY OF DARE COUNTY:
FRIPP FINE SAND (FrD)
F• CONSTRUCTION SEQUENCE.
• OBTAIN SITE PLAN APPROVAL
• OBTAIN ALL NECESSARY ENVIRONMENTAL PERMITS
- • FLAG OR STAKE WORK LIMITS
• HOLD PRE -CONSTRUCTION MEETING
PHABE Ofe
• INSTALL SILT FENCING ALONG WAMPUM DRIVE AND DUCK RIDGE
VILLAGE COURT
• DEMOLISH AND REMOVE EXISTING STRUCTURES, PAVEMENTS AND GAS
TANKS (UTILIZE EXISTING DRIVEWAYS FOR ACCESS)
• INSTALL CONSTRUCTION FENCING AND ENTRANCE
• INSTALL TREE PROTECTION
• CLEAR LOT OF EXISTING VEGETATION AS SHOWN
• BEGIN EXCAVATION OF EXISTING MOUND TO PLAN GRADES, BRING
FRONT OF SITE TO GRADE IN ORDER TO PLACE REMAINDER OF SILT
FENCE AND DUCK ROAD CONSTRUCTION ENTRANCE
• PLACE FILL MATERIALS TO BRING BUILDING PAD TO PROPOSED GRADE,
PROVIDE TEMPORARY SEEDING
• COMMENCE CONSTRUCTION OF NEW STRUCTURES
• COMPLETE GRADING AND INSTALLATION OF BULKHEADS
• INSTALL PERMANENT REINFORCED TURF MATTING AND SOIL FILLING AND
VEGETATION ON SLOPES
• INSTALL NEW SEPTIC SYSTEM AND DRAINAGE SYSTEM
• CONSTRUCT NEW PAVEMENT
• SEED, FERTILIZE AND WATER DISTURBED AREAS TO ESTABLISH
PERMANENT VEGETATION
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1 / / / 1 / /
. /
1. PRIOR TO ANY LAND DISTURBING ACTIVITIES AND AFTER DELINEATION OF THE LIMITS OF
CLEARING, THE CONTRACTOR SHALL SCHEDULE A PRE -CLEARING MEETING ON THE SITE WITH
THE REPRESENTATIVE INDICATED IN THE SPECIFICATIONS INCLUDING THE OWNER,
CONSTRUCTION MANAGER, ARCHITECT, ENGINEER AND DARE COUNTY PLANNING DEPARTMENT
IN ORDER TO IDENTIFY AND MARK SPECIFIC TREES WHICH ARE TO BE PROTECTED IN
ACCORDANCE WITH SECTION 3.38 OF THE NORTH CAROLINA EROSION AND SEDIMENT
CONTROL HANDBOOK.
2. PRIOR TO THE COMMENCEMENT OF ANY EXCAVATION, THE CONTRACTOR SHALL HAVE THE
APPROPRIATE UNDERGROUND UTILITIES LOCATED.
3. PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES, EROSION AND
SEDIMENTATION CONTROL MEASURES IDENTIFIED ON THE EROSION AND SEDIMENT CONTROL
AND THIS PLAN SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT PLANS
SPECIFICATIONS.
4. ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION ENTRANCE AS DESIGNATED
ON THE SEDIMENT AND EROSION CONTROL PLAN.
5. THE LIMITS OF LAND DISTURBANCE SHALL BE MAINTAINED AS NOTED UNLESS OTHERWISE
APPROVED. THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE LIMITS OF LAND
DISTURBANCE AS WELL AS EXISTING IMPROVEMENTS SPECIFICALLY NOTED FOR PROTECTION
ARE NOT ADVERSELY IMPACTED BY ANY CLEARING OR CONSTRUCTION ACTIVITIES.
6. AREAS WHICH HAVE BEEN DESIGNATED IN THE PLANS TO REMAIN UNDISTURBED SHALL BE
IDENTIFIED PRIOR TO CLEARING. IN ADDITION TO SECTIONS SHOWN WHERE ALL VEGETATION
IS TO REMAIN, ADDITIONAL SPECIMEN TREES WITHIN AREAS DESIGNATED FOR SELECTIVE
CLEARING MAY BE SPECIFIED AND FLAGGED TO REMAIN. ANY SPECIMEN TREES DAMAGED
SHALL BE REPLACED IN KIND.
7. EVERYTHING WITHIN "PROJECT LIMITS" ESTABLISHED BY LIMITS OF DISTURBANCE SHALL BE
CLEARED UNLESS NOTED TO REMAIN. CONTACT THE ENGINEER IF UNCLEAR. ALL CLEARED
AREAS SHALL BE GRUBBED AND LEVELED. ALL REMOVAL AND DISPOSAL SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REMOVED BY THE CONTRACTOR TO AN
OFF SITE LOCATION.
8. EXPOSED SWALES, DITCHES, DIKES OR SIMILAR SLOPES, SLOPES WITH SIDE SLOPES
STEEPER THAN 3:1, OR DISTURBED AREAS WITHIN HQ WATER ZONES SHALL BE STABILIZED
WITH A TEMPORARY OR PERMANENT GROUND COVER WITHIN 7 CALENDER DAYS. EXPOSED
EARTHEN AREAS SHALL BE STABILIZED WITH A TEMPORARY OR PERMANENT GROUND COVER
WITHIN 14 DAYS.
9. IF EXCESSIVE WIND EROSION OR STORM WATER RUNOFF DEVELOPS DURING TIME OF
CONSTRUCTION IN ANY LOCATION ON THE PROJECT SITE, ADDITIONAL SAND OR SILT FENCING
SHALL BE INSTALLED AS DIRECTED BY ENGINEER, SEE SAND OR SILT FENCE DETAIL.
10• CONTRACTOR SHALL BE RESPONSIBLE TO CONFORM WITH ALL PERMIT CONDITIONS WITHIN
THE NCDENR DIVISION OF LAND RESOURCES, LAND QUALITY SECTION LETTER OF APPROVAL.
SOIL EROSION AND SEDIMENTATION CONTROLS TO BE INSPECTED, MAINTAINED AND REPAIRED
AS NECESSARY.
11. NO BURNING IS PERMITTED ON SITE (UNLESS OTHERWISE APPROVED BY THE LOCAL FIRE
MARSHALL, MUNICIPAL AGENCY OF JURISDICTION AND THE OWNER).
12. NO BORROW PERMITTED FROM THE SITE.
13. ANY OFF -SITE MATERIAL USED FOR GRADING FILL SHALL BE OBTAINED FROM A PERMITTED
BORROW PIT.
14. EXISTING SURVEY AND TOPOGRAPHIC INFORMATION BASED ON THE SURVEY INFORMATION
OBTAINED BY ALBEMARLE AND ASSOCIATES, LTD ON XX/XX/XX.
15. CONTRACTOR TO PROVIDE AS -BUILT TOPOGRAPHIC SURVEY OF ENTIRE SITE AT TIME OF
SUBSTANTIAL COMPLETION. INFORMATION REQUIRED INCLUDES CONTOURS AT 1' INTERVALS
DISPLAYED AT 1 "=30' FOR DISTURBED AND UNDISTURBED AREAS.
V. DEMOIJTION NOTES
ALL EXISTING IMPROVEMENTS SHOWN WITHIN THE LIMITS OF DISTURBANCE SHALL BE
REMOVED UNLESS SPECIFICALLY NOTED TO REMAIN. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR PROPER DISPOSAL TO AN OFFSITE LOCATION PROVIDED BY THE
CONTRACTOR.
CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CAREFULLY REMOVE ALL
ITEMS SHOWN TO BE RELOCATED. PRIOR TO REMOVAL, ANY CONDITIONS THAT PREVENT
SUCH REMOVAL OR EXISTING DAMAGE TO THE ITEMS SHALL BE REPORTED TO THE OWNER
IMMEDIATELY. CONTRACTOR WILL BE RESPONSIBLE FOR ITEMS DAMAGED DURING THE
PROJECT.
WAMNO
LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN HAS BEEN TAKEN FROM RECORD
DRAWINGS. EXACT LOCATION OF THESE UTILITIES IS UNKNOWN. LOCATION OF OTHER
UNDERGROUND UTILITIES IS UNKNOWN AND HAS NOT BEEN SHOWN ON THESE DRAWINGS.
ALL UNDERGROUND UTILITIES ENCOUNTERED SHALL IMMEDIATELY BE REPORTED TO THE
CONSTRUCTION MANAGEMENT GROUP_
1. DISCONNECT ALL EXISTING POWER TO THE SYSTEM AT THE SOURCE.
COORDINATE POTENTIAL RE -USE OF EXISTING POWER LINES WITH ELECTRICAL
PLANS AND SPECIFICATIONS.
2. OBTAIN AN APPROVED HAULER PUMP TO REMOVE ANY REMAINING LIQUID,
SLUDGE, AND SCUM FROM TANKS TO BE ABANDONED/REMOVED.
3. REMOVE TANKS AND PROPERLY DISPOSE OF REMAINS AT AN AUTHORIZED
LANDFILL. .
4. REMOVE EXISTING DRAINLINES WITHIN DRAINFIELDS SHOWN TO BE REMOVED.
REMOVE SURFACE FEATURES WITHIN DRAINFIELDS SHOWN TO BE ABANDONED.
5, BACKFILLED AREAS SHALL BE COMPACTED TO A MINIMUM OF 95% DENSITY.
MORE STRINGENT COMPACTION REQUIREMENTS MAY APPLY WITHIN THE PROJECT
SPECIFICATIONS.
6. UPON COMPLETION OF REMOVAL, BACKFILL, AND COMPACTION, ALL DISTURBED
SUFACES SHALL BE COATED WITH HYDRATED LIME (IF EXPOSED TO EFFLUENT)
AND A VEGETATIVE COVER SHALL BE ESTABLISHED.
v min
NOTE:
APPLICABLE AT ALL POINTS OF INGRESS &
EGRESS UNTIL SITE IS STABILIZED,
FREQUENT CHECKS OF THE DEVICE AND
TIMELY MAINTENANCE MUST BE PROVIDED.
1. WASHED STONE (#4 STONE OR 2" TO 3" AGGREGATE).
PAD TO BE 501 X 20'W X 6"D AT A MINIMUM.
2. TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS IS TO BE PROVIDED.
3. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR
MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
4. MUST BE MAINTAINED IN A CONDITION WHICH WILL
PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO
STREETS. PERIODIC TOP DRESSING WITH STONE SHALL
BE NECESSARY.
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K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
WINTER RYE GRAIN 3 LB/1000 SF
NOTE: DELETE RYE GRAIN IF OVERSEEDING ESTABLISHED RYE OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
SPECIES RATE
K-31 FESCUE 3 LB/1000 SF
COMMON BERMUDAGRASS 1 LB/1000 SF
GERMAN MILLET 3 LB/1000 5F
NOTE: DELETE MILLET IF OVERSEEDING ESTABLISHED MILLET OR FESCUE.
DELETE FESCUE IF OVERSEEDING ESTABLISHED FESCUE.
SPECIES RATE
K-31 FESCUE
WINTER RYE GRAIN
3 LB/1000 SF
5 LB/1000 SF
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 500 LB
PER ACRE OF 10-10-10 FERTILIZER.
USE JUTE, EXCELSIOR MATTING OR OTHER EFFECTIVE CHANNEL LINING
MATERIAL TO COVER BOTTOM AND SIDES OF SWALES. ANCHOR MATTING
PER MANUFACTURERS RECOMMENDATIONS. HYDRQSEEDING IS ALSO AN
ACCEPTABLE METHOD OF TEMPORARY STABILIZATION.
A MINIMUM OF 3 WEEKS IS REQUIRED TO FOR ESTABLISHMENT. INSPECT
AND REPAIR MULCH FREQUENTLY. FERTILIZE THE FOLLOWING SPRING
WITH 50 LB/ ACRE NITROGEN.
LINE TABLE
LINE
LENGTH
BEARING
L1
4.81
N87'53'14"E
L2
12.43
N71'51'17"E
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD
BEARING
DELTA
C1
58,18
190.00
57.95'
N83'19'45"W
17'32'37"
C2
35.09
265.00
35.06'
S84'05'39"W
735'09"
C3
35.45
265.00
35.42'
S76"28'09"W
739'52"
C4
28.54
235.00
28,52'
S76'42'20"W
6'57'28"
C5
134.46
2218.94
134.43'
S19'26'56"E
3'28'19"
C6
31.32
20.00
28,22'
S27-26-58"W
89'43'36"
C7
5,3 44
190.00
53.27'
S79754'43"W
16"06'58"
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MM � ►OT:
1. OWNER: WEE WINKS, LLC
5020 MARTINS POINT ROAD
KITTY HAWK, NC 27949
2. THE OWNER INTENDS TO DEMOLISH THE TWO EXISTING STRUCTURES AND
GAS PUMPS AND CONSTRUCT THREE STRUCTURES UNDER THE 'VILLAGE
COMMERCIAL DEVELOPMENT OPTION." THE NEW STRUCTURES WILL BE:
WEE WINKS (4,410 SF) - RETAIL
ABC LIQUOR STORE (2,160 SF) - RETAIL
BRINDLEY BEACH (4,108 SF OFFICE) - OFFICE
3. THE PROPERTY IS
JERRY DAVIS COMMERCIAL SHOPS, RECORDED IN D.B. 1730, PG. 339
DARE CO. PIN NO. 9859 12 75 7657
PROPERTY ADDRESS: 1216 DUCK ROAD, DUCK, NC
LOT 1, DUCK RIDGE VILLAGE, P.C. E, SL. 761
RECORDED IN D.B. 1730, PG. 339,
DARE CO. PIN NO. 9859 12 75 8626
PROPERTY ADDRESS: 100 DUCK RIDGE VILLAGE COURT, DUCK, NC
LOT A, POTESKEET VILLAGE, P.C. A, SL. 269
RECORDED IN D.B. 1730. PG. 339
DARE CO. PIN NO. 9859 12 75 7804
PROPERTY ADDRESS: 1215 DUCK ROAD, DUCK, NC
LOT B, POTESKEET VILLAGE, P.C. A, SL. 269
RECORDED IN D.B. 1730, PG. 339
DARE CO. PIN NO. 9859 12 75 8804
PROPERTY ADDRESS: 101 WAMPUM DRIVE, DUCK, NC
4. THE SITE IS LOCATED IN FIRM ZONES X AND AE(7')
FIRM MAP NUMBER 3720985900J,
EFFECTIVE DATE SEPTEMBER 20, 2006. (SUBJECT TO CHANGE BY FEMA)
5. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES UNLESS OTHERWISE
SPECIFIED. ELEVATIONS SHOWN ARE HEREON PER NAVD88_
6. AREAS SHOWN ARE BY COORDINATE METHOD.
7. EXISTING SURVEY INFORMATION PROVIDED BY CAHOON & KASTEN
ARCHITECTURE. SURVEY WAS PERFORMED BY BISSELL PROFESSIONAL GROUP
ENTITLED "EXISTING CONDITIONS SURVEY" REVISED 05/04/2012.
8. THERE ARE NO DELINEATED WETLANDS ON THE PROJECT SITE.
9. TOTAL PROPERTY AREA - 68,681.26 SF
10. THE PROPERTY IS LOCATED IN ZONE VC (VILLAGE COMMERCIAL). RETAIL AND
OFFICE BUILDINGS ARE PERMITTED USES.
PROPROSED SETBACKS AND COVERAGES ARE AS FOLLOWS:
VILLAGE PROPOSED VILLAGE COMMERCIAL
OM�ME CIIA DEVELOPMENT ONION
FRONT 15' 10'
SIDE 10' 10'
CORNER 15' 10'
REAR 20' 20'
COVERAGE 60% 60%
11. PARKING REQUIREMENTS:
RETAIL: (6,570 SF)*(1 SPACE/200 SF) = 32.85 SPACES
OFFICE: (4,108 SF)*(1 SPACE/200 SF) = 20.54 SPACES
EMPLOYEES: (15 EMPLOYEES)*(i SPACE/2 EMP) = 7.5 SPACES
REQUIRED PARKING = 61 SPACES, 57 SPACES PROVIDED
12. AREA TO BE DISTURBED: 66,540 SF (1.5 ACRES)
13. COVERAGE IS AS FOLLOWS:
EXISTING:
BUILDINGS 5,653 SF
SIDEWALKS/CONCRETE 1,902 SF
DRIVEWAY/PARKING 13,861 SF
GRAVEL 3,101 SF
DUCK RIDGE VILLAGE COURT 621 SF
EX. COVERAGE: 25,138 SF (37.8%)
PROPOSED:
BUILDINGS 9,857 SF
PARKING 24.116 SF
SIDEWALKS 3,458 SF
DUCK RIDGE VILLAGE COURT 621 SF
PROP. COVERAGE: 38,052 SF (55.4%)
14. THE OWNER SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF ALL
BUFFERING. ALL REQUIRED LANDSCAPING AND BUFFER AREAS SHALL BE
MAINTAINED IN GOOD CONDITION SO AS TO PRESENT A HEALTHY AND
ORDERLY APPEARANCE AND SHALL BE KEPT FREE FROM REFUSE AND
DEBRIS, THIS INCLUDES, BUT IS NOT LIMITED TO THE REPLACEMENT OF
PLANTS DAMAGED BY INSECTS, DISEASE, VEHICULAR TRAFFIC AND
VANDALISM.
15. LIGHTING FOR THE SITE CONSISTS OF DOMINION POWER COLONIAL CUT-OFF
FIXTURES (150 WATT) ON 14' POLES.
16, ALL OUTDOOR LIGHTING SHALL BE ERECTED, ALTERED OR MAINTAINED IN
ACCORDANCE WITH THE PROVISIONS IN SECTION 156.116 OF THE TOWN OF
DUCK ORDINANCE. ALL LIGHT PRODUCED ON SITE SHALL BE CONTAINED
WITHIN THE PERIMETER OF THE SITE BY DESIGN, ORIENTATION OR SHIELDING
OF THE LIGHT SOURCE. PROPOSED LIGHTS WILL MATCH EXISTING LIGHTS.
17. ALL NEW UTILITIES ARE TO BE PLACED UNDERGROUND.
18. THE BUILDING WILL COMPLY WITH VOL. 1C OF THE NORTH CAROLINA STATE
BUILDING CODE AND CURRENT NFPA REQUIREMENTS.
19. BUILDING HEIGHT SHALL NOT EXCEED 35'.
20. THIS PROJECT WILL REQUIRE THE FOLLOWING PERMITS:
NCDENR DWQ - STORMWATER MANAGEMENT PERMIT
- NCDENR DLQ - LAND DISTURBANCE PERMIT
- NCDOT -DRIVEWAY ACCESS PERMIT
NCDOT ENCROACHEMNT AGREEMENT
- DARE COUNTY HEALTH DEPARTMENT IMPROVEMENT PERMIT (SEPTIC)
- TOWN OF DUCK - DEVELOPMENT PERMIT, SIGN PERMIT, BUILDING PERMIT
LINE TABLE
LINE
LENGTH
BEARING
L1
4.81
N87'53'14"E
L2
12.43
N71'51'17"E
CURVE TABLE
CURVE
LENGTH
RADIUS
CHORD
BEARING
DELTA
C1
58.18
190.00
57.95'
N83'19'45"W
17'32'37"
C2
35.09
265.00
35.06'
S84'05'39"W
735'09"
C3
35.45
265.00
35.42'
S76'28'09"W
7'39'52"
C4
28.54
235.00
28.52'
S76'42'20"W
6'57'28"
C5
134.46
2218.94
134.43'
S19'26'56"E
3'28'19"
C6
31.32
20.00
28.22'
S27'26'58"W
89'43'36"
C7
53.44
190.00
53.27'
S79*54'43"W
16'06'58"
NC GRID NAD 83
LEGEND
0GALG CALCULATED POINT
�� CONCRETE MONUMENT FOUND
IRON PIPE FOUND
"iRP IRON ROp FOUND
iR5 IRON ROD SET
@RW R/W MONUMENT FOUND
WATER SERVICE MONUMENT
-- - RIGHT OF WAY
10. EXISTING POWER POLE
OVERHEAD ELECTRIC
- L15C UNDERGROUND ELECTRIC
r UNDERGROUND TELEPHONE LINE
® EXISTING TELEPHONE PEDESTAL
© EXISTING CABLE TV PEDESTAL
7�( PROPOSED LIGHT POLE
- -w- - - EXISTING CONTOURS
-1O - - - PROPOSED CONTOURS
+14.67 EXISTING SPOT ELEVATIONS
1 PROPOSED SPOT ELEVATIONS
, EXISTING TREELINE
PROPOSED TREELINE
I- A � .
.'A.. EXISTING CONCRETE
EXISTING PAVEMENT
i-;1:e _' '., .' PROPd5ED CONCRETE
,9 PROPOSED PAVEMENT
CANOPY TREE
` LARGE TREE
� 1
SMALL TREE
_.._.
EXISTING DROP INLET
m
PROPOSED CURB INLET
®
PROPOSED DROP INLET
®
PROPOSED STORM MANHOLE
•
PROPOSED DRAIN BASIN
FLARED END SECTION
Q(
RIP RAP
�
STORMWATER FLOW ARROW
PROPOSED DRAINAGE PIPE
PROPOSED DITCH/SWALE
Q
EXISTING SANITARY MANHOLE
040
EXISTING SANITARY CLEANOUT
H
"
PROPOSED SANITARY VALVE
•C/o
PROPOSED SANITARY CLEANOUT
65
EXISTING SANITARY SEWER
SS �-
PROPOSED SANITARY SEWER
=
EXISTING FIRE HYDRANT
❑
EXISTING WATER METER
D4
EXISTING WATER VALVE
■
PROPOSED WATER METER
W
EXISTING WATERLINE
W
PROPOSED WATERLINE
r , �.
HANDICAP PARKING
�
SIGNAGE
4J �► 1-I
TRAFFIC FLOW ARROWS
-
WHEELSTOPS
SF
SILT FENCE
LIMITS OF DISTURBANCE
, I M G SHRUB
I -1
3 IX. TREES TO REMAIN
EX. SHRUBS TO REMAIN N ; �„ `
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-, LIVE _. ti j r: EXISTING VEGETATION O S02'06'46"E 49.90' : `-
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OFFICE ' .. .... I ..................... .
{ ) I q0- BIKE LANE' PAVEMENT
.......................
�.
,�z,
-.: .MARKI G .. . ............. . . T
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12.0' r+1� RELOCATE EX. I EAGERSTR MIA
t44' .11: y.x �' C7 WATER METER LANDSCAPING REQUIREMENTS c?EMrr�TLI
x `' I ... tNSTALL 26' -STOP BAR. ...... OSMANT1iUSAAAICANUS (Ej DEVtLWQOD
�r+h► tr+*�� rr�++�� - ':`° � ..... PRUNUs CAROLINIA (E) C�i40[ !NA LAtlRL tIr
CJ C7 7•:7c • . - .. sraP slcw .(MurCD Rr=r) PARKING LOT
• ry L7 D1t�. nnlfl PEDESTRuur'SIGN -TREES &SHRUBS ALONG ALL DRNEWAYS uS`OPIORAtAPONICA PAGCYaTREE
�° . _
�> ' Q Q >� ' (f�urco 1M1 t 2) VACCiNIU#y1 ARB2ETUNI S�'Ai21�LE6ERF7Y
. tt3 - " 1 - 2 LARGE / 2 SMALL / 30 SHRUB / 100 LF
:: i - 1 ISLAND 15 SPACES
`�. a'a r r . . . . . . . . . . . . . . . . . . . . /
},p �-� a ... ........ .. "'" .'- .. ' - 1 CANOPY TREE {NOT WITHIN 75' OF BUILDINGS) AMORP14AFRUTICOSA 1AUNGOis�sH
E�sH l� : 5 R' ,�V�-S: ? - 6 SHRUBS ARONtA ARBUT1FOLiA REf3 cNOKEBERitY
'�dA . B o \. �x ! ' ..... � _ CEANATHUS AMERICANUS AfEW IERSEYTEA
' GROUND COVER MULCH
lNFlLTRA ;,d / R EX GlA13RA 111fKBRRY
t1 it o / f`�' ..'.'..•.'.._':.. :..:.....:.....:.:.:.. ..:...... L£XVOWTORIA (E) YAUFONHOLLY
0 Po LANDSCAPE BUFFER MYI2ICA CERIFERA (E r sIuTHERN wnxMYRTLE
............ .... .. .. .............. � 10 WIDTH UM TOBIRA (E) FirrossoruM
t 1 INFlLTRATION - 1 LARGE TREE 100' RAPHKMEUMBELLATE ilwi tAAiFTAWiHC)R11
BASIN {�1 r ✓ / RHODODENDRONATLANTICUM DWARFAZALEA
(SEE DETAIL) J I , .. .-- ..... ........'. ... I ........ ... ' - 5 SMALL TREES / 100'
.. I :........ ........ . . .. ..... . ..... .. ..... ..... � 20 SHRUBS / 100' SABALMINOR E DWARFPALMETTO
_ {l
BORE '. ...'.'- . -' '. - .... I SALVIAF'ARINACEA (5) MEALYCUPS.AGE
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- i' \ ...... - ... 1111�Y IREES UB
- .. .......... ...... -
, `' .............. " ... INiDCRiES THE SPECIES IS APPRO#�RIATE F£]R SLfl A9i
E
\ ... . " . () - INi3IGAl ES THE SPECIES t5 EVERGREEN
:REINSTALL:EDGE'OF.'. i PARKING AISLES 490' 10 10 D 147
• NEW 64 SF
r +FREE STANDING : 'BIKE LANE PAVE )
. ' :MARKING: IF: .GED........... . ............................. ....... ' NOTES'
slew GURIILG�CgNSTRUCTION ............... LANDSCAPE ISLANDS {4) 0 0 4 24 i.LAR1Ei1REEsaHALL81=2�1Pl=RANpBRAIN.HE{C,TiTATTI(VTEl3FPiAITING
Tmffmac ... � GRAPHIC SCALE
2 SMALL. TREES SHALL BE 1.5" CALIPER ANC) 5 MIN, HEIGHT AT TIME OF PLANTING
VAULT Cs � , 3. SHROI3.S SHALL BE 3D• TALL AT TIME Of PLAN PING
�- 51 :-A ' ` r ...........
INSTALL. ?4' STDP. BAR,. . ' .....
20 D 10 2D 40 $d LANDSCAPE BUFFER 395 22 a AT LEAST 2D9L OF TyE REgUIRED BLiFFER TREES SHALT sir EVERGtZEEN (bTIN. 5
'STOP SIGH '(MUTCD R1-1) EVERGREEN}
AND 'PEDESTR4�W: SIGN: : ' : TOTAL REQUIRED 14 3D 4 250 T
:-:-': urcD:wilr2
5 NO AAORE HAN'6 OF THE SHRUBS 1rAAY BE DECIDU011S (MAtC 23IDUOUS)
. i , ) &. ALL SHR1t PLANTED ON SY OPE$ 3-1 OR MIEEPER SHALL BE APPROPRIATE FOR
: ::::::::.:. :: : :::::::::::: ..::::: :::CONNECT TO; ' : ' : - : ' : ' ::: ' TOTAL PRESERVED 10 20 0 0 SLOPE STABILIZATION. A MIMMUMAL INCISIONI IN THE MATTING SHALL BE MADE TO
: p4•� •S� : �. . Ex.: WATER :METER' : I IN FEET
GRD` .LK .:. ' . . . r�P1`�0% .:.:.� :.:. • . • . ' . ' .....::: (LOCATION UHKN0IYN) / { ) ACCOMMODATE THE SHRUB PLANTING AND MATTING SHALL BE REATTACHED TO
. . ' . ' 1 INCH = 20 FT. TOTAL TO BE ADDED 4 10 4 250 THE SLOT ,
:: �y:::::: . :::::.: . :::: ` ::::: 7. AL L REMAINING MATTED SLOPES SHALL BE S£Ei11 0 il1I1TH SVViTCFfGF2A.S3 4R
- ".' : ' . ' . . ' . ' . ' . - ' . . ' . . . : ' TOTAL ADDED 4 10 4 250 OTHER SLOPE 3TA@iLIZATIOPI SEES) MIXTURE SEE T�AATTING NOTES FOR ADDITK3NA1
. REQUIREMENTS.
B. OtMATIONS FROM THESE RECOMMENDATIONS SHALL BE APPROVED BY THE
. . . DIRECTOR OF COMMUNITY DEVELOPMENT
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0 S vi/ _71a o-7o t1
ti
AS NOTED
(SEE SITE PLAN)
FORM CURB SECTIONS
WITH STD. CURB FORMS X- PREFORMED JOINT FILLER
L
PAVEMENT VARIES (6" TYP.)
0 AT HC ACCESS
%\�� 6x6 No. 10/10 WWM
14"
- 6"
M W DOWN SI EW"
NTS
5' CONCRETE PATHWAY
(UNLESS OTHERWISE
Y2" TOOLED RADIUS SPECIFIED)
EX. GRADE
1 /4"/ FT.
� NI(SEE NOTE 7) FT, (Typ)
1 /2" 5" THICK (6" AT DRIVEWAYS)
� FIBER REINFORCED CONCRETE
(UNLESS OTHERWISE SPECIFIED)
COMPACT EXISTING
SUBGRADE TO 95%
STANDARD PROCTOR
DENSITY
NOTES:
1. ALL CONCRETE SHALL BE 4,000 PSI, 5" THICK, UNLESS NOTED OTHERWISE. DRIVE APRONS AND PATHWAY AT DRIVEWAYS SHALL
BE 6" THICK CONCRETE SHALL BE PREPARED IN ACCORDANCE WITH ACI 211.1, ACI 301 AND ASTM C94.
2. CONTROL JOINTS SHALL BE PLACED PERPENDICULAR TO THE EDGE OF PAVEMENT AT 5' SPACING. CONTROL JOINTS SHALL BE
SAWED.
3. EXPANSION JOINTS SHALL BE PLACED AT THE END OF EACH SECTION OF CONSTRUCTION INCLUDING THE LOCATIONS THAT
PAVEMENT ABUTS EXISTING PAVEMENT AND AT 30' INTERVALS. EXPANSION JOINT MATERIAL SHALL BE Xz" THICK AND CONFORM TO
ASTM D 1751.
4. LONGITUDINAL SLOPE SHALL NOT EXCEED 5%.
5. A BROOMED SURFACE FINISH SHALL BE PROVIDED UNLESS OTHERWISE APPROVED BY THE OWNER.
6. TESTING SHALL BE PROVIDED BY THE CONTRACTOR.
7. REFER TO PLANS FOR SLOPE DIRECTION.
COACFEW MEW" DETAL
NTS
NOTE: CONFIRM ASPHALT PAVEMENT THICKNESS WITH GEOTECHNICAL REPORT.
STAII DAAD PA VW DETAL
NTS
Y
18" CURB & GUTTER
W/ FLARE TO MATCH
GRATE
X
4
8" UNLESS
OTHERWISE
SPECIFIED
%FW PL VITIM DETAI,r
NTS
1'
1'-6" PAVEMENT
(SEE DETAIL)
27IR 1.
2'R
12" . e n .
�
6
p ' n
CONCRETE
STAIIDAM C(M AND GUrTM
NITS
Y
FgECAST 9RUAM! MET MOTES
1. USE 4,000 PSI CLASS CONCRETE THROUGHOUT WITH REINFORCEMENT PER
NCDOT 840.45. STRUCTURE SHALL COMPLY WITH ASTM C913
X 2. PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 16" ON CENTER.
USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
3. MAXIMUM DEPTH IS LIMITED TO 10' FOR WAFFLE BOXES.
4. CONSTRUCT WITH PIPE INVERTS AS INDICATED ON PLANS.
5. REFER TO NCDOT STD. DWG. 840.02 AND 840.14 FOR BOX DIMENSIONS.
" 6. PROTECT DRAINAGE INLETS FROM SEDIMENTATION USING SILT FENCE UNTIL
STABILIZATION IS COMPLETE.
TRAFFIC RATED PRECAST PLAN RIM ELEVATION -
REINFORCED LID Y
(COORDINATE OPENING 'FRAME
CDOTT GRATE -
WITH NCDOT 840.02)
` CONIC.° CURB d< PAVEF�
,.. .
VARIES
VARIES
(SEE PLANS)
6' d
(TYP)jr
INV. ATION
e• • 6"
6" + •n
SECTION X-X
PRCA3T
CUB NFT
X
TRAFFIC RAT
NCDOT PRECAST DRAINAGE REII
STRUCTURE (NCDOT 840.45) FRAME SHALL BE BICYCLE SAFE Y
IF LOCATED IN SIDEWALK OR PLAN
PATHWAY. COORDINATE OPENING
WITH NCDOT 840.14.
1/4"R TOOLED EDGE
4000 PSI CONCRETE
4x4 WWF
SUBGRADE (95%
STANDARD PROCTOR)
DRIP LINE
(MAY BE REDUCED
TO Xs DRIP LINE ON
ONE SIDE OF TREE)
lx6 FENCING
ALTERNATING SIDES
6x6 POSTS -
2x4 WHALER
GROUND
PLAN MEW
6' O. C. Fi
2 9.
MIN. 6,
3" J
3'
CONCRETE
FOOTER
12"
NOTES;
1. ALL FENCE LUMBER TO BE CCA TREATED
(APPROVED FOR GROUND CONTACT)
2. ALL FASTNERS, HINGES, LATCHES OR OTHER
HARDWARE TO BE HOT DIPPED GALVANIZED.
3. 2" x 4" DIAGONAL BRACING TO BE
PROVIDED AT FENCE CORNERS.
FENCE DETAL
NTS
2x1 BATTEN -
10" MAX -
TENNAX PROTECTION
#8d GALVANIZED NAIL
2x4 TREATED j\\
® 10, O.C. i
4' MIN. BURY ,/\\
vow
rn
1'-0"xl'-6"x.080" ALUMINUM HANDICAP
(SERVE
PARKING -
PARKING SIGN. SIGN TO READ
`j
"RESERVED PARKING" WITH
®
IDENTIFICATION SYMBOL, BOLTED TO
STEEL TUBE WITH 3/8" CADMIUM
PLATED BOLTS, NUTS AND WASHERS.
Iru►xIMUM
PE22550TM O)
CORNER RADIUS: 1-1/2" (TYPICAL)
4"x4" STYP POST 1
NOTES:
1_ REGARDLESS OF AGE, ALL ACCESSIBLE
SPACES SHALL BE IDENTIFIED BY
ABOVEGROUND SIGNS ONLY (SEE N.C.G.S.)
2. NEW SPACES SHALL NOT USE
GROUND -PAINTED SYMBOLS.
3. ACCESSIBLE SPACES ARE REQUIRED TO BE
STRIPED OFF ONLY; BLUE COLORING IS NOT
NECESSARY NOT REQUIRED.
4. STRIPING IS WHITE ON DARK PAVEMENT;
BLACK ON LIGHT PAVEMENT. (N.C.D.O.T.)
5. CONDITION 1: PEDESTRIAN PATH DOES NOT
PASS UNDER OR AROUND SIGN. CONDITION
2: PEDESTRIAN PATH GOES BY, UNDER, OR
AROUND SIGN.
6. STANDARD SIGN COLORS: BACKGROUND -
WHITE, LETTERING/BORDER - GREEN, FIGURE
- WHITE ON BLUE FIELD.
TREATED 2X4
NOTES:
1. IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED TREES MAY OCCUR. IN SUCH CASES, REPAIR ANY DAMAGE TO
THE CROWN, TRUNK OR ROOT SYSTEM IMMEDIATELY.
2. REPAIR ROOTS BY COVERING DAMAGED ROOTS WITH MOIST
TOPSOIL OVER EXPOSED ROOTS.
3. REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREAS. TAPER THE CUT TO PROVIDE DRAINAGE, AND
PAINT WITH TREE PAINT.
4. CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN BRANCH. USE THREE SEPARATE
CUTS TO AVOID PEELING BARK FROM HEALTHY AREAS OF THE TREE.
5. BARRIER SHOULD BE INSTALLED OUTSIDE THE DRIP LINE OF TREE BRANCHES AS FAR AS PRACTICAL.
7f1EE DETAL
NTS
�AS; fIEFFORM CUMAXPOP IILET MOTES
1. USE 4,000 PSI CLASS CONCRETE THROUGHOUT WITH REINFORCEMENT PER
NCDOT 840.45. STRUCTURE SHALL COMPLY WITH ASTM C913
2. PROVIDE ALL DROP INLETS OVER 3'-6" IN DEPTH WITH STEPS 16" ON CENTER.
X USE STEPS WHICH COMPLY WITH STD. DRAWING 840.66.
3. MAXIMUM DEPTH IS LIMITED TO 10' FOR WAFFLE BOXES.
4. CONSTRUCT WITH PIPE INVERTS AS INDICATED ON PLANS.
5. REFER TO NCDOT STD. DWG. 840.02 AND 840.14 FOR BOX DIMENSIONS.
6. PROTECT DRAINAGE INLETS FROM SEDIMENTATION USING SILT FENCE UNTIL
STABILIZATION IS COMPLETE.
♦ A'
2,_0. g" VARIES SEE PLANS VARIES 6"
MIN. (TYP) OTE 6)
(TYP)
as d ,
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(SEE PLANS)
a'
6'
(TYP) INV. ELEVATION
6'
6. 4
e.• 4
SECTION X-X SECTION Y-Y
SECTION Y-Y
PfECAI
-Mawr
NTSr
3.0'
LINE FILTER SLOPE AND
INVERT WITH SOD AND
IRRIGATE TO ESTABLISH
VECETA7W FL TER
NTS
OUTLET PIPE
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(COUPLINGS SHALL BE
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SLOPE TO MATCH 6" 18" 6"
SIDE SLOPE
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NOTES: 1. DIMENSIONS L, W, B. D & F ARE TO BE DETERMINED BASED
ON FLOW AND DISCHARGE
2. Dso DIAMETER TO BE DETERMINED BASED ON DISCHARGE VELOCITYC202
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GRADIVG A107
1. ALL CONSTRUCTION TRAFFIC SHALL UTILIZE THE CONSTRUCTION ENTRANCE AS DESIGNATED.
2. PRIOR TO COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES, ALL EROSION AND
SEDIMENTATION CONTROL MEASURES IDENTIFIED ON THIS PLAN SHALL BE INSTALLED IN
ACCORDANCE WITH THE EROSION CONTROL PLAN.
3. THE CONTRACTOR SHALL ENSURE THAT AREAS OUTSIDE OF THE LIMITS OF LAND
DISTURBANCE AS WELL AS TREES SPECIFICALLY NOTED FOR PROTECTION ARE NOT
ADVERSELY IMPACTED BY ANY CLEARkNG ACTIVITIES.
4. AREAS WHICH ARE TO BE FILLED SHALL BE RAISED IN COMPACTED SEQUENTIAL LIFTS NOT
TO EXCEED 8 INCHES IN DEPTH. FILL MATERIAL SHALL BE CLEAN, WELL GRADED SAND.
FILL LOCATED BENEATH PAVEMENT SHALL BE COMPACTED PER GEOTECHNICAL REPORT.
TOPSOIL STOCKPILED CAN BE USED ON SITE FOR RESPREAD UPON COMPLETION OF FILL
AND USED WITHIN STORMWATER TREATMENT AREA.
5. LIMITS OF SLOPES AND GRADING SHALL BE IN ACCORDANCE WITH THE LIMITS SHOWN
HEREON.
6. IF RUNOFF IS DIRECTED TOWARDS INFILTRATION BASINS DURING CONSTRUCTION, BASINS
SHALL BE STRIPED OF ALL FINES AND RUNOFF MATERIALS UPON SUBSTANTIAL COMPLETION
OF SITE STABILIZATION AND CONSTRUCTION. BASINS SHALL BE RESTORED TO DESIGN
PARAMETERS, INCLUDING THE ESTABLISHMENT OF A CLEAN SAND LINING.
1. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CONTACT NC ONE CALL (800-632-4949) TO
LOCATE UNDERGRDUND UTILITIES.
2. ALL STORM SEWERS SHALL BE PLACED IN ACCORDANCE WITH THE MANUFACTURER'S
RECOMMENDATIONS. (STORM SEWERS SHALL BE SMOOTH INTERIOR, DOUBLE WALLED HDPE WITH
GASKETED CONNECTIONS UNLESS OTHERWISE NOTED.)
3. DROP INLETS AND DRAINAGE STRUCTURES SHALL BE CONSTRUCTED PER NCDOT 840.
4. ALL OPEN PIPE ENDS SHALL BE FITTED WITH A FLARED END SECTION OF THE SAME MATERIAL
AND SIZE. END SECTIONS SHALL BE PROVIDED WITH TEN CUBIC FEET OF CLASS "B' RIP -RAP,
PLACED TWELVE INCHES IN DEPTH. TOP OF RIP RAP SHALL MATCH THE F.E.S. INVERT.
5. INSTALLATION OF STORMWATER MANAGEMENT MEASURES SHALL BE IN ACCORDANCE WITH THIS PLAN
AND REQUIREMENTS STIPULATED BY THE DMSION OF WATER QUALITY STORMWATER PERMIT.
6. UPON COMPLETION OF THE WORK, THE CONTRACTOR SHALL SUPPLY A CERTIFIED AS -BUILT
SURVEY. THE SURVEY SHALL INCLUDE ALL SITE IMPROVEMENTS AND STORMWATER MANAGEMENT
FEATURES WITH ELEVATIONS-
STOIFMA7ER MAMGE NT NDTM
1. UPON ACCEPTANCE BY THE OWNER, IT IS THE OWNER'S RESPONSIBILITY TO PROVIDE NECESSARY
MAINTENANCE SO THAT THE STORMWATER SYSTEM WILL FUNCTION AS INTENDED.
2. AFTER EVERY RUNOFF PRODUCING RAINFALL EVENT AND AT LEAST MONTHLY, INSPECT THE
STORMWATER MANAGEMENT POND FOR EROSION, TRASH ACCUMULATION, VEGETATIVE COVER, AND
GENERAL CONDITION. ALSO INSPECT THE INFLOW STRUCTURES, OUTLET STRUCTURE, RIP -RAP
AND BASIN FOR OBSTRUCTION OR DETERIORATION. REMOVE ANY BLOCKAGE AND REPAIR THE
STRUCTURE TO APPROVED DESIGN SPECIFICATIONS
3. REPAIR ERODED AREAS IMMEDIATELY, RE -SEED AS NECESSARY TO MAINTAIN ADEQUATE
VEGETATIVE COVER, REMOVE TRASH AS NEEDED.
4. CHECK FOR SEDIMENTATION WITHIN THE BASIN ANNUALLY. IF DEPOSITION OF MATERIAL IS
OBSERVED WITHIN THE SYSTEM, REESTABLISH DESIGN GRADES AS INDICATED ON APPROVED SITE
PLAN.INSPECT BASIN WALLS AND STRUCTURES TO ENSURE THAT THEY ARE MAINTAINED AT THEIR
DESIGN ELEVATIONS. IF EROSION OCCURS, REESTABLISH DESIGN ELEVATIONS AS INDICATED ON
APPROVED SITE PLAN.
5. REFER TO STORMWATER MANAGEMENT WET POND OPERATION AND MAINTENANCE AGREEMENT FOR
REQUIRED MAINTENANCE OF THE WETLAND BASIN.
REFER TO STORMWATER MANAGEMENT INFILTRATION BASIN OPERATION AND MAINTENANCE
AGREEMENT FOR REQUIRED MAINTENANCE OF THE INFILTRATION BASIN.
Know what's be I ow.
Call before you dig.
BASIN #1 LINE TABLE
LINE
DIRECTION
LENGTH
L1
S71'51'19"W
12.59'
L2
SOO'57'28"E
38.15'
L3
N89'02'32"E
9.96'
BASIN #1 CURVE TABLE
CURVE
RADIUS
LENGTH
BEARING
CHORD
C1
171.00'
8.26'
S73'14'14'IN
8.26'
C2
1,00'
1.82'
N53'10'07"W
1.58'
C3
1.00'
1.57'
N44 02'32"E
1.41'
C4
1.00'
1.26'
S54 46'33"E
1,18'
C5
2199.94'
33.72'
S18'09'17"E
33.72'
C6
1.00'
1.56'
S2T04.1 1 "W
1.41'
RE7`AINING WALL NOTES
1. ALL LUMBER SHALL CONFORM WITH AWPA STANDARDS AS NOTED WITHIN THE
APPROPRIATE USE CATEGORY.
2. PILINGS: SHALL BE 8"x8"x20' OR 8"Ox2O' TIMBER CONFORMING WITH UC-4C.
3. WALERS SHALL BE 6"x6" TIMBER CONFORMING WITH UC-4B. WALERS SHALL
OVERLAP (2' MIN.) AT PILES.
4. SHEATHING: SHALL CONSIST OF 2 ROWS OF 1 "x8" OF AN "OVERLAPPING" DESIGN
AND SHALL CONFORM WITH UC-4C.
5. DEADMAN SHALL BE 6"x6"x10' OR 8"Ox10' TIMBER (PLACED VERTICALLY) AND
SHALL CONFORM WITH UC-4C.
6. ALL FASTENERS SHALL BE HOT -DIPPED GALVANIZED PER ASTM A-153 (2 OZ.
ZINC/SF).
7. BACKFILL SHALL BE CLEAN GRANULAR FREE DRAINING SAND. VEGETATION AND
DEBRIS SHALL BE REMOVED PRIOR TO BACKFIWNG.
8. RETURNS SHALL BE PROVIDED AT ALL BULKHEAD TERMINUS POINTS. RETURN
LOCATIONS AND LENGTHS SHALL BE FIELD ADJUSTED TO PROVIDE ADEQUATE BURY
INTO FINAL GRADES.
SLOPE STABILIZATION NOTE&
1. SLOPES STEEPER THAN 3(H):1(V) SHALL BE PROTECTED WITH HIGH PERFORMANCE
TURF REINFORCEMENT MATTING (PYRAMAT® HPTRM). SLOPES 2(H):1(V) OR
STEEPER SHALL INCLUDE PERMANENT ANCHOR REINFORCEMENT SYSTEMS
(ARMORMAX BY PROPEX®) DESIGNED ACCORDINGLY.
2. ARMORMAX SHALL BE INSTALLED IN ACCORDANCE WITH PROPEX8 DRAWING S100
(DATED 2/15/12 OR LATEST VERSION).
3. 24" TEMPORARY TIE DOWN PINS SHALL ALSO BE USED (2/SY).
4.SHRUBS SHALL BE PLANTED ALONG SLOPES AS SHOWN ON SHEET C201.
OPENINGS IN HPTRM SHALL BE LIMITED TO A MINIMUM SIZE TO ACCOMMODATE
PLANTING OF THE SHRUB. SHRUB SHALL BE NEW JERSEY TEA, SOUTHERN WAX
MYRTLE, VELVET SAGE, SNOWBERRY OR OTHER APPROPRIATE SLOPE STABILIZATION
SHRUB.
5. REMAINDER OF SLOPE SHALL BE SEEDED WITH SWITCH GRASS AT 12 LB/ACRE.
ESTABLISH VEGETATIVE
COVER FOR STABILIZATION
10" MITER FOR WATER RUNOFF
6"x6" WALERS
6" 2'-6"
6'
5/8" O HDG
THRU-BOLT, NUT &
LDCK WASHERS (TYP.)
14' MIN
2'-6"
2'
MIN.
12"
12' MIN
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I I � PILES 0 5'-4" O.C.
u (SEE NOTES)
I
a a a NC GRID NAD 83 , 1
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OUT
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CLEAN b a \ : \..
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i s , ' WITH SUMP {BASIN #1)
SHRUBS ABOVE
l J ? 'a! ✓
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/ Po 6 / +' 3.87.. ESTABLISH GRASS ALONG
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\ GJ FLOW / 59 ..................... ........,,...,-........
\ DROP INLET
SHRUB AND GRASS
B `� +v5 • RIM fi.00 .......... ..... ..... i BERM AND OUTER SLOPE
1 12" INV. 3. ✓ ............... CLEAN SAND
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5 13 �,0. . - STORM PIPE WITH FES
r .':'3.90':'. /
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'TOP ELEv: a.o: �s ' 20 0 10 20 40 80
. 'TOP 'AREA`=' 2052:9F - 4.17 VA1LT �C' : ' : ' :: ' ' . - : - . 3.4: ' :::: � ..BASIN #3.. .
.HdTTOM:EIEif �'3.5• : rL 51 / BERkI:TO'B.5'.':':':':-.-:'.::�''.- '. ':':':':':':':':' TOP ELEV. = 4.9'
:BOTTOM AREA'#'649'SF \ � . : . ..:.::::::::: '
'TOP AREA = 292 SF
. r: A .:.: i 3g : BOTTOM ELEv. 3.9'
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. i _ _ .'.'.' BOTTOM AREA 14 SF
i. IN FEET
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