SW6100601_Plansheets_20100625

CU-M-B RLAND COUNTY, NORTH CARO INA
DESIGN DOCUMENTS
JUN 2010
FOR:
1 V LLLLO CK LLC DEVELOPER:
FULLBLOCK,LLC
321 NORTH FRONT STREET
/� T TI-� STREET
WILMINGTON, NC 28401
3 / 1 NORTH F1 �-(O I \ I 1 S 1 Fl F-1 E-1 1 ATTN: WILLIAM FULLER JR. [phone]
L� FRONT l �I lJ 1W ENGINEER (CIVIL) DENR—FRO
WILMINGTON, NC 28401 PARAMOUNTE ENGINEERING, INC.
5911 OLEANDER DRIVE, SUITE 201 JUN 2 8 2010
WILMINGTON, NORTH CAROLINA28403
(910)
7 6 3 _ 0 3 Q 0 ATTN: ROBERT BALLAND, P.E. [phone] D WQ
SHEET INDEX
SHEET NUMBER SHEET TITLE
SITE 3 ` - - C-0.0 COVER SHEET
C-1.0 NOTES
<P 301 (S Za� C-2.0 SITE PLAN
5i R 4 jog �J C-3.0 GRADING & DRAINAGE PLAN
/ C-3.OA DRAINAGE AREA MAP
m C-4.0 UTILITY PLAN
C-5.0 - C-5.4 DETAILS
km Toly
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY baba us e11vd1 Ct-';a /
CONSTRUCTION IN THE VICINITY OF SAID UTILITIES. �SRp7�• I ey
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF (; ICup
PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR °nstrhe rill � m Caro
ar is
Qt• 1 I requued sto
r� 'he rnw .;n r � h ar erliblIna
TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. ��pe 1 rules require that he 3, m d signer
a a � storrrnwatel OloO , �H ,)!,h�therme
CONTACT CAROLINA ONE CALL AT
_6f�51&110
1-800-632 4949 `Ssyen M O C cY_%,al. U ^1C uroision of water C1uai ty
Sheet # iUwe
CONTACT THESE UTILITIES o
� �• •••, °tee
CUMBERLAND COUNTY PLANNING PUBLIC WORKS COMMISSION (WATER, SEWER, & ELECTRIC) AM: PAM SPEICHER ATTN: MR. JOHN P. ALLEN, PE Q1� l ���`j 1 �j' a PREPARED BY:
PH: 91W8.7605 PH: 910.2234734 - ......
PIEDMONT NATURAL GAS BELL SOUTH Ay
LOCATION MAP ': �:C Q pA�AMauNTE
SCALE: 1 "=4W NOFTrH 0 • $ �i 'z
PH: 910-799-7185 PH: 1A006324949 o• 4 S.�L .fir. E N G I N E E R 1 N G,
EMERGENCY DIAL 911 TIME WARNER CABLE _ _ . 36235 N'
PH: 910-763463a 5911 Oleander Drive, Suite 201
'c, t{I�.t-- GIN .
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POLICE - FIRE - RESCUE Opti�Ry Wilmington, North Carolina 28403
....,,,.<n [phone] (0) [phone] (F)
NC License #: C-2846
PROJECT # 10137.PE
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
i _ I .i T- r.

PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
SPECIES RATE (LB/ACRE)
CENTIPEDE GRASS 10.20
Seeding Dates
MARCH-JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FERTILIZER
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY-20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
TEMPORARY SEEDING -LATE WINTER/EARLY SPRING
Seeding Mixture
WINTER AND EARLY SPRING
SPECIES RATE (LB/ACRE)
Rye (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT
AND COASTAL PLAIN, KOREAN IN MOUNTAINS) 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SUMMER
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
FALL
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
Seeding dates
COASTAL PLAIN - DECA-APR. 15 - LATE WINTER AND EARLY SPRING -
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LBIACRE 10,10-10 FERTILIZER
Mulch
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH
ANCHORING TOOL.
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REPERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
0
EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES:
NOTE: THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR
EACH'PHASE" OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH
PART OF THE PROJECT IS DEVELOPED; WHETHER AS A WHOLE OR IN PHASES. ANY EROSION
CONTROL DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE BASIN DESIGNED TO
HANDLE SEDIMENTATION AND EROSION IS STABILIZED AND ALL IMPROVEMENTS WITHIN THE BASIN
ARE COMPLETE.
1. ESTABLISH THE LIMITS OF DISTURBANCE, CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION
ENTRANCE($), AND TEMPORARY SILT FENCE.
2. CLEAR AND REMOVE FROM SITE ALL TREES (ONLY ONES TO BE REMOVED), ROOTS, ROOT MAT,
ETC. FROM THE AREA WITHIN THE DESIGNATED CLEARING LIMITS.
3. INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE
AREA DISTURBED.
4. PLANT GRASS OVER ALL GRADED AREAS WITHIN 15 DAYS OF CEASE OF ANY GRADING ACTIVITY.
5. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE CATCH BASIN; DROP INLET,
ETC., THE CONTRACTOR SHALL INSTALL INLET PROTECTION TO STOP ANY SEDIMENT FROM
ENTERING THE DRAINAGE SYSTEM.
6. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE SYSTEM, THE CONTRACTOR
SHALL INSTALL OUTLET PROTECTION AS SHOWN ON THE PLANS AND DETAILS.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO
PRE-CONSTRUTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY
INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES.
8. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, THE CONTRACTOR SHALL
CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL
FINAL INSPECTION AND APPROVAL BY NCDENR.
9. UPON RECEIVING FINAL INSPECTION AND APPROVAL BY NCDENR THE CONTRACTOR CAN
REMOVE TEMPORARY EROSION CONTROL MEASURES.
10. THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND MAINTAIN
SPRIGGED, SODDED, AND PLANTED AREAS UNTIL ALL CONSTRUCTION IS COMPLETE.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:.
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL HANDBOOK. (NO SEPARATE PAYMENT).
2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE
PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING
AND/OR LAND DISTURBANCE.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE
MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON
THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF -SITE BORROW OR WASTE AREAS,
STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A
SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO
NCDENR FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE
OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DETERMINED BY EITHER THE REVIEWING AGENCY OR THE ENGINEER. (NO SEPARATE
PAYMENT).
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL
TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE
SODDED OR SEEDED AS INDICATED AND STABILIZED.
9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED
FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.
10, THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
IMMEDIATELY.
11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE
STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY
THE ENGINEER (NO SEPARATE PAYMENT). NCDENRS FINAL APPROVAL IS REQUIRED.
12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALLCONSTRUCTION
STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED
AREA. (NO SEPARATE PAYMENT).
13, WHEN CROSSING CREEK OR DRAINAGE -WAY, THE DIVISION OF WATER QUALITY SHALL BE
CONTACTED PRIOR TO DISTURBING A CREEK. THE CONTRACTOR SHALL INSTALL RIP -RAP WITH
FABRIC DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL CONTOURS,
BUT NOT STEEPER THAN 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED
IMMEDIATELY.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE
EVERY WEEK ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2
INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE
STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP AT
THE FENCE. THE SEDIMENT FENCE WILL BE BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED WITH 8
FOOT STAKE SPACING.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
5. INLET PROTECTION - INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH
SIGNIFICANT (} INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN
THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE
CONTAMINATED PART OF THE GRAVEL FACING.
5. SEDIMENT BASIN - REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS
WHEN IT ACCUMULATES TO WITHIN ONE HALF OF THE DESIGN DEPTH. PLACE SEDIMENT IN AN
AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR
EROSION DAMAGE, PIPING, AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
8. SKIMMER - INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE SURE
THAT THE INTAKE MECHANISM, ORIFICE, OR DISCHARGE PIPE IS. NOT CLOGGED WITH TRASH OR
SEDIMENT. IF THE BASIN IS DRY, MAKE SURE THAT ANY VEGETATION GROWING ON THE BOTTOM
IS NOT HOLDING THE SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO PREVENT THE
SKIMMER FROM PLUGGING WITH ICE.
COORDINATION NOTES:
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR
CONSTRUCTION OF THESE PLANS.
2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND WITH THE CITY
OF FAYETTEVILLE, CUMBERLAND COUNTY, PWC, AND THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL
CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO
COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY
WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A
PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE
CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF
PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE
ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
5. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS BY OTHERS FOR ALL
BUILIDNG DIMENSIONS AND DETAILS.
GENERAL NOTES:
1. EXISTING CONDITIONS AND TOPOGRAPHIC SURVEY COMPLETED BY PARAMOUNTE
ENGINEERING, INC. THE SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY
DISCREPANCIES REPORTED TO THE OWNER, OWNERS REPRESENTATIVE AND/OR
ENGINEER IMMEDIATELY.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF
EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING
UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE
AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS, ELECTRONIC DEVICES,
HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN
ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS
SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY
DAMAGE TO THE EXISTING UTILITY LINES INCLUDING LOSS OF UTILITY REVENUES.
CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES,
SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER
LINES, ETC.
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS
OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR
CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH
ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM
INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL
PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR
TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR
OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE
ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN
ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE
OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL
DEVICES" BY THE DOT.
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO
CONSTRUCT THE WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND
SHALL BE PROPERLY DISPOSED OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED BY THE CONTRACTOR
FOR A PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 (800)
632-4949 AN ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE
DIGGING.
SITE NOTES:
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS
SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.
2. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM
DAMAGE.
3. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY,
4. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
5. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON
COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
6. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION
LIMITS" BROOM CLEAN AT ALL TIMES.
7. ALL UTILITIES TO SERVICE PROPOSED STRUCTURE SHALL BE UNDERGROUND ON
SITE.
8. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE
DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY
MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN
ACCORDANCE WITH THE SPECIFICATIONS.
9. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE EXACT
LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE
OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER
TO THE ENGINEER.
10. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY
THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT
SHALL BE MADE WITHOUT THE PERMISSION OF THE OWNER.
11. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND
UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON
PLANS AND WHERE SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS
INITIATIVE AND AT NO EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND
STRUCTURES AS NECESSARY. NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION
SHALL ACCRUE TO THE CONTRACTOR FROM THE PRESENCE OF SUCH PIPE OTHER
OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL OR REARRANGEMENT OF THE SAME.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UNDERGROUND
STRUCTURES. CONTACT NORTH CAROLINA ONE CALL" TOLL FREE 1-800-632-4949 AT LEAST
48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR
CONTACTING ALL NONSUBSCRIBING UTILITIES.
12. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC., THAT MAY BE REQUIRED.
13. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND
METHODSASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
14. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE YELLOW REFLECTIVE MARKINGS AND
SHALL C04FORM TO NCDOT.
15. ALL PARKNG LOT DIMENSIONS ARE FROM FACE OF CURB.
16. LANDSCAFE PLANTINGS AT ENTRANCE/ EXITS WILL BE INSTALLED AND MAINTAINED SO AS
NOT TO INTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND
AT ENTRA4CE/EXIT LOCATIONS PER LOCAL STANDARDS.
17. SEEDING 10 BE INSTALLED TO LOCAL REQUIREMENTS & STANDARD PRACTICES.
18. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB
UNLESS OTHERWISE NOTED.
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PEI JOB#: 10137.PE

SITE 3 1 ate•
@^ 301
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6
LOCATION MAP
SCALE:1"=400' NORTH
SITE INFORMATION
PROJECT NAME:
LOT 2 @ AIRPORT COMMERCE PARK
PROPOSED USE:
OFFICENVAREHOUSE BUILDING
TAX PARCEL NUMBER:
0435-14-1782
SITE ADDRESS:
115 AIRPORT ROAD
LOT 2, AIRPORT COMMERCE PARK
CURRENT ZONING:
M(P) (PLANNED INDUSTRIAL DISTRICT)
TOTAL SITE AREA:
2.14 ACRES
OWNER INFORMATION:
FULLBLOCK, LLC
WILLIAM FULLER, JR.
321 N. FRONT STREET
WILMINGTON, NC 28401
[phone]
DIMENSION REQUIREMENTS
FRONT SETBACK 100,
SIDE SETBACK 50'
REAR SETBACK 50'
MAXIMUM HEIGHT 36
BUILDING INFORMATION
1-STORY OFFICEIWAREHOUSE BUILDING - 12,000 SF TOTAL FOOTPRINT
TOTAL PARKING (OFFICE/WAREHOUSE)
REQUIRED: (OFFICE) 1 SPACE PER 300 SF NET FLOOR AREA
REQUIRED: (WAREHOUSE) 1 SPACE PER COMPANY VEHICLE, TWO SPACES PER
THREE WAREHOUSE EMPLOYEES
REQUIRED: (OFFICE) 12 SPACES (3,699 SF NET)
REQUIRED: (WAREHOUSE) 16 SPACES (4 COMPANY VEHICLES, 18 EMPLOYEES)
TOTAL REQUIRED: 28 SPACES
TOTAL PROVIDED: 28 SPACES
HANDICAP PARKING REQUIRED: 2 SPACES
HANDICAP PARKING PROVIDED: 2 SPACES
SIGNAGE
DESIGN CRITERIA: SECTION 1305 & 1306, CUMBERLAND COUNTY ZONING
ORDINANCE
EXISTING UTILITIES
SANITARY SEWER: 8" SEWER (BRIDGEWOOD DRIVE)
WATER: 8" MAIN (BRIDGEWOOD DRIVE)
STORM SEWER: PUBLIC (BRIDGEWOOD DRIVE)
GAS: N/A
ELECTRIC: OVERHEAD (AIRPORT RD. - SOUTH SIDE)
UNDERGROUND (BRIDGEWOOD RD.)
TELEPHONE: UNDERGROUND (BRIDGEWOOD RD.)
FIRE HYDRANT: 2-PUBLIC (1-BRIDGEWOOD DRIVE, 1-AIRPORT RD.)
PROPOSED UTILITIES
SANITARY SEWER: 4" SCH 40 PVC SEWER SERVICE
WATER: 314" WATER SERVICE
ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST DETAILS
AND TECHNICAL SPECIFICATIONS OF THE FAYETTEVILLE PUBLIC WORKS
COMMISSION PWC (PWC).
STREETSCAPE
AIRPORT ROAD - 257LF / 5OLF = 5.1
REQUIRED
PROVIDED
ONE LARGE SHADE TREE PER 5OLF: 5
5
(OR) TWO SMALL ORNAMENTAL TREES PER 5OLF: 10
0
BRIDGEWOOD DRIVE - 353LF / 5OLF = 7.1
REQUIRED
PROVIDED
ONE LARGE SHADE TREE PER 5OLF: 7
7
(OR) TWO SMALL ORNAMENTAL TREES PER 5OLF: 14
0
YARD SPACE
AIRPORT ROAD -12OLF BUILDING WIDTH
REQUIRED
PROVIDED
ONE ORNAMENTAL TREE PER 50LF: 2
2
TWO SHRUBS PER 10LF: 24
25
BRIDGEWOOD DRIVE - 100LF BUILDING LENGTH
REQUIRED
PROVIDED
ONE ORNAMENTAL TREE PER 5OLF: 2
2
TWO SHRUBS PER 10LF: 20
21
PARKING AREA LANDSCAPE
TOTAL PARKING SPACES = 28 SPACES
REQUIRED
PROVIDED
ONE LARGE SHADE TREE OR TWO
SHADE TREES FOR EVERY 20 SPACES: 1
5
Plant list
Trees & Shrubs
Key
Qty
Common Name
Size & Specs.
CM
17
Natchez Crape le
8'-10' HGT. 4' LMED CLEAR MULTI -STEM
GA
35
lGlossyAbelia
3 GAL. CONT
ND
45
Nandina domestics Harbor dwa
3 GAL. CONT
EA
35
Encore azalea
3 GAL. CONT
Grasses/Sod
Sod
Centipede
17,701 s uare feet
Contactor shall ensure that at the time of plangrgl
sod adequate water shall be provided by means of irrigation
and/or hand watering fora period of four months beyond the date
of project corn etion and acceptance b the owner
or owners
representative
Mulch
Pinestraw
9,254 square feet rox. 185 bales
PLANTING NOTES:
1.) THE SIZE OF THE TREES TO BE PLANTED SHALL BE A MINIMUM OF TWO INCH CALIPER
FOR LARGE SHADE TREES AND A MINIMUM OF SIX FEET IN HEIGHT FOR SMALL
ORNAMENTAL TREES.
2.) REQUIRED PLANT MATERIALS SHALL BE MAINTAINED BY THE PROPERTY OWNER,
INCLUDING REPLACING DEAD OR UNHEALTHY TREES AND SHRUBS.
3.) ALL YARD AND PLANTING AREAS SHALL BE MAINTAINED IN A NEAT, ORDERLY, AND
PRESENTABLE MANNER AND KEPT FREE OF WEEDS AND DEBRIS.
4.) WHEN RETENTION/DETENTION BASINS ARE REQUIRED BY THE STATE OR LOCAL
ORDINANCES FOR STORMWATER, WATERSHED OR OTHER PURPOSES, THE BASINS
SHALL BE SECURED WITH A MINIMUM FOUR FOOT HIGH FENCE WITH ALOCKABLE GATE.
�C
ROGERS & BREECE INC
PIN #: 0435-15-3050
DB 4235 PG 164
I FUTURE DUMPSTER IF IT IS DESIRED TO NOT INITIALLY
PAD LOCATION PAVE THE LOADING / UNLOADING
(SEE DETAIL) AREA, 8 ABC STONE COMPACTED'
TO 100% ASTM D698 CAN BE USED
IN PLACE OF THE HEAVY DUTY
PAVEMENT SECTION
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= PROPOSED BUILDING FOOTPRINT
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ROGERS & BREECE INC
PIN #: 0435-14-6951
DB 4235 PG 164
PROPOSED5'CONCRETE
SIDEWALK
PROPOSED 2'-6" CONCRETE
CURB AND GUTTER
HEAVY DUTY PAVEMENT
�- SECTION SHALL BE USED IN THE
LOADING/UNLOADING AREA AND
REAR DRIVEWAY
GROVE & LIBBIE
CONTRACTOR SHALL SAW CUT
SERVICE, CO., LLC
EXISTING CURB AND GUTTER
AND REMOVE +/-74LF AS SHOWN
PIN #: 0435-14-5604
DB 6376, PG 723
PROPOSED TRAFFIC
ARROW (TYP.)
FUTURE ASPHALT
DRIVEWAY
(LIGHT DUTY PAVEMENT SECTION)
PROPOSED5'CONCRETE
SIDEWALK
PROPOSED 2'-6" CONCRETE
CURB AND GUTTER
CONTRACTOR SHALL SAW CUT
EXISTING CURB AND GUTTER
AND REMOVE +/-62LF AS SHOWN
L=32.96'
R=45.00'
CHORD=
S50.44'00"W
32.23'
PROPOSED TURN DOWN
SIDEWALK TO BE IN
ACCORDANCE WITH CURRENT
ADA ACCESSIBILITY GUIDELINES
PROPOSED HANDICAP PARKING
MARKINGS AND SIGNAGETO BE
IN ACCORDANCE WITH CJRRENT
ADA ACCESSIBILITY GUIDELINES
(TYP.)
DENR-FRCS
JUN 2 8 2010
DWQ
WINSTEAD RENTALS
LIMITED
PIN #: 0435-14-4419
DB 5120, PG 677
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046235
ST •:yGINe
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C-200
PEI JOBM 10137.PE

POND #1 OUTFALL
Line ID
Length
Size
Material
Sloe
Down
Rim Uft
in
%
M178.42
AInv.Rim
ft
ftMH-2
TO FES-1
29
18
RCP CL. 111
0.51
-
184.50
DI-3 TO MH-2
42
15
RCP CL. III
0.50
184.50
182.20
DI-4 TO DI-3
43
15
RCP CL. III
0.50
178.57
182.20
182.20
DI-5TO DW
58
15
RCP CL. III
2.50
178.57
180.30
182.20
185.40
DI-6 TO MH-2
141
15
'HDPE or RCP CL. 111
0.75
179.15
180.21
184.50
183.90
*ALL HOPE PIPE SHALL BEADS N-12 HP STORM PIPE OR APPROVED EQUAL AND SHALL BE INSTALLED TO MANUFACTURER SPECIFICATIONS.
NOTES:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALL CUMBERLAND COUNTY
STANDARDS AND SPECIFICATIONS.
2. THE CONTRACTOR SHALL PLACE INLET PROTECTION AROUND ALL STORM DRAIN
INLETS TO PROTECT THE STORM DRAIN SYSTEM FROM CLOGGING DURING
CONSTRUCTION. INLET PROTECTION SHALL REMAIN IN PLACE UNTIL ALL
SURFACES ARE STABILIZED.
3. THE LANDSCAPE ISLANDS IN THE FRONT PARKING LOT SHALL BE CONTAINED
USING EXTRUDED CURB. THE DRIVEWAY CONNECTIONS SHALL BE STANDARD
2'-6" CONCRETE CURB AND GUTTER AS DETAILED.
4. ALL PROPOSED SPOT ELEVATIONS SHOWN IN THE PARKING LOT ARE AT
PROPOSED EDGE OF PAVEMENT ELEVATIONS.
5. ALL ROOF DRAINS SHALL BE DIRECTED TO DISCHARGE TO THE STORM
DRAINAGE SYSTEM.
6. ALL HDPE PIPE SHALL BE ADS N-12 HP STORM PIPE OR APPROVED EQUAL AND
SHALL BE INSTALLED TO MANUFACTURER SPECIFICATIONS.
WET DETENTION / SEDIMENT BASIN NOTES:
1. THE PROPOSED WET DETENTION POND SHALL BE USED DURING CONSTRUCTION
AS A SEDIMENT BASIN UNTIL THE SITE IS FULLY STABILIZED.
2. THE CONTRACTOR SHALL CONSTRUCT THE SEDIMENT BASIN TO THE PROPOSED
DEPTHS OF THE WET DETENTION POND AS ILLUSTRATED ON THE PLANS AND
INSTALL THE PROPOSED OUTLET STRUCTURE. ONCE THE OUTLET STRUCTURE
IS IN PLACE, THE CONTRACTOR SHALL IMMEDIATELY INSTALL THE SKIMMER TO
THE PERMANENT POOL DRAWDOWN ORIFICE.
3. ONCE THE SITE IS STABILIZED THE CONTRACTOR SHALL REMOVE ALL SEDIMENT
FROM THE BASIN AND ESTABLISH THE FINISHED GRADES OF THE PROPOSED
WET DETENTION POND, INCLUDING THE VEGETATIVE SHELF.
4. REFER TO THE SEDIMENT BASIN DETAIL FOR THE REQUIRED SEDIMENT
REMOVAL ELEVATIONS DURING CONSTRUCTION.
�
I
OUTLET PROTECTION
RIP RAP APRON #1
(SEE DETAIL) -
20' UTILITY EASEMENT
EMERGENCY SPILLWAY''
(SEE DETAIL)
10' VEGATATIVE SHELF
(SEE POND SECTION DETAIL)
PROPOSED 6'
CHAIN LINK SECURITY
FENCE W1 LOCKABLE GATE
/1
FOREBAY PROTECTION -
(SEE DETAIL)
OUTLET PROTECTION -
RIP RAP APRON #2
(SEE DETAIL)
ROGERS & BREECE INC
PIN #: 0435-04-9899
D135115,PG312
1
/
INLET PROTECTION -
/ (TYP-j
/1
PG=184.19 O
PG=185.
i
3=184 - ' \ / FFE=186.25
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w
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t TEMPORARY CONSTRUCTION
ENTRANCE (TYP.)
TP , I [SEE DETAIL]
WINSTEAD RENTALS
LIMITED
PIN #: 005-14-4419
DB 5120, PG 677
PG=184.42-1
PG1!..'50-7
85.60 1
LPG=186.96
f
20/
t/7
i
LIMITS OF DISTURBANCE (TYP.) N qtI/
AIRPORT ROAD S.I.2260
I [98,300 SF (2.56 Ac.)]
(ROW VARIES) ``
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LEGEND: `" n`9---C' evsion'ate S� �
- - 199-- EXISTING CONTOUR
199 PROPOSED CONTOUR O
EG=198.90 �� EXISTING SPOT ELEVATION
PG=197.90 -----. PROPOSED SPOT ELEVATION
PROPOSED DRAINAGE FLOW PATH
INLET PROTECTION
DI = DROP INLET W
MH = MANHOLE
GRAPHIC SCALE
0 15 30 60 90
H
SCALE: 1`=30'
I
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I
ROGERS & BREECE INC
PIN #:0435-14-6951
DB 4235 PG 164
GROVE & LIBBIE
SERVICE, CO., LLC
PIN #:0435-14-5604
DB 6376, PG 723
WINSTEAD RENTALS
LIMITED
PIN #:0435-14-4419
^.0, PG 677
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SEALER DUMMY GROOVE
EXPANSION JOINT CONTRACTION JOINT
VARIES (SEE PLAN) 3,000 PSI
1/4" PER FT. CONCRETE
SECTION VIEW
6" ASPHALT
° •_ a _f /_ PAVEMENT
112" EXPANSION JOINT- MAX. 50' O.C.
& BETWEEN STRUCTURES
GROOVED CONTRACTION-�
JOINT
PLAN VIEW
SIDEWALK DETAIL
NOT TO SCALE
t'LAIV VItVY
50' MIN.
5" DIVERSION TO DIRECT RUNOFF FROM RAY -
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
TOP OF RISER = 182.00
1" SCH. 40 PVC
DRAWDOWN ORIFICE
1.0" STORAGE ELEVATION = 181.41
NORMAL POOL EL. = 180.50
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PLANNNNOPTIONAL SPACED 8
BRICK MAY BE USED C. TO C.
TO ADJUST FRAYS 6
COVER TO SURFACE
ELEVATIOi MAX. 1'.
i
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o - E OR F Lill.
A I
SECTION
SECTION X-X C-C OR D-D
P ,
4' ; S
SEE
B
SECTION Y-Y
GENERAL NOTES:
CHAMFER ALL EXPOSED CORNERS 10.
USE CLASS "B" CONCRETE THROUGHOUT.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR
#4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD TO BASE AS SHOWN ON STANDARD NO. 840.00.
PRWIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
TO INCLUDE THE ADDITION OF THE MAMIaE (I.E. DIAGONAL BARS
SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
ELEVATION IS 12 FEET.
#4 BAR
e" DOWEL
- DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES
DIMENSIONS OF BOX AND PIPE
REINFORCEMENT
I SARS 'A"
-TOP SLAB
DIMENSIONS
CIVIC YARDS
IN BOX
TOTAL WANTITIES
BOX AND SLABS
DEDUCTIONS FOR ONE
PIPE CU.YDS.
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
H
NO.
LENGTH
E
F
TOP
SLAB
BOTTOM
BLAB
MU.1
Fi. OF Hf.
LBS.
REINF
W. YDS.
YIN. H"
C.S.
R.C.
12"
2'-0"
2'-0'
2'-3"
f2
2'-9^
3' 0",
3'-0"
0.167
0.167
0.185
22
0.750
0.015
0.024
15"
2'-3"
2'-S"
2'-8^
12
3'-0"
W-3"
3'-3"
0.196
0.196
0.204
24
0.902
0.023_
0.036
18"
2'-0'
2'-Bn
V-9"
14
3'-3"
3'-6"
W-60
0.227
0.227
0.222
30
1.065
0.033
0.049
24'
3'-0..
3'-0.
3'-3"
18
3'-9.
4'-0"
4'-0"
0.296
0.206
0.259
40
1.434
0.059
0.085
30"
3'-6.
- W.G.
3'-9"
18
4'-S"
V-6"
4'-6"
0.375
0.376
0.286
51
1.860
0.092
0.127
36.
4'-0"
4'-0"
4 -S"
20
4'-9"
5'-0"
8 -0"
0.463
0.463
0.333
64
2.341
0.132
0.178
-8"
4'-8"
4-9'
22
$'-9^
5'-8"
6'-8"
0.580
0.560
O.S70
77
2.878
0. 180
0.243
48"
5'-4"
5'-4"
5' 3"
26
6'-8"
8'-L.
8'-4"
0.743
0.743
0.407
111
3.623
0.235
0.317
54"
5'-10"
W-10
W-9"
28.
W-7"
6'-toff
8 -10"
0.865
0,865
0.444
126
4.283
0.297
0.401
60"
6
6'-s"
so
x-s"
7-B"
T-e"
1.042
1.a2
0.4e1
145
5.090
0.367
0,495
MAn
T-1"
T-1^
8'-8"
92
7'-10"
8'-1"
8'-1".
1.210
1.210
0:518
169
5.917
0."4
0.589
A
SOLID COVER SHOWN PERFORATED. PERFORATED AVAILABLE
IF SPECIFIED.
STATE USE OF SYSTEM ON COVER
(I.E.: SEWER, STORM DRAIN, ELECTRICAL)
TOP OF COVER
I--*Cd
AN
BOTTOM OF COVER
1" R.
PLAN OF COVER
m
Z PLAN OF FRAME
m CC
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C4
6'
EL. 180.00 (TOP OF RIP -RAP)
FILTER FABRIC 6" THICK CLASS'B' RIP -RAP
GALVANIZED BAR GRATING 1" x 1/8" BEARING BARS. FOREBAY PROTECTION DETAIL
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x 114" NOT TO SCALE
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
Fri �
/
/ OUTLET PIPE
(1) 12' RCP CLASS III
/ INV. UP = 180.50
INV. DOWN = 180.50
/ SLOPE = 0.00%
J
4'x4' REINFORCED NOTE:
CONCRETE BOX 1. FOR MAINTENANCE EFFORTS OR IN CASE OF EMERGENCY,
STORMWATER STORED BELOW PERMANENT POOL SHALL BE
PUMPED.
2. ALL STORMWATER (INCLUDING ROOF DRAINAGE) MUST BE
6" EXTENDED BASE CONVEYED TO THE STORMWATER BMP.
OUTLET STRUCTURE DETAIL
NOT TO SCALE
I �1
G--444"
long" -
SECTION B-B
MINIMUM WEIGHTS - LBS.
FRAME -180
COVER - 120
TOTAL - 300
SPECIFICATION
CLASS 30 IRON MEETING
ASTM A-48
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SECTION E-E SECTION F-F
HEET 1 OF 1 - SHEET R OF 1
840.16 1840.161
ALL OUTLET
PIPES SHALL HAVE
FLARED END SECTIONS
STORM DRAIN PIPE
SLOPE = 0%
STORM DRAIN PIPE
LENGTH
RIP -RAP o
APRON
PLAN
TAILWATER
FLOW
FILTER FABRIC -/
SECTION
RIP -RAP SCHEDULE
N.C.D.O.T. CLASS B
RIPRAP, MINIMUM
18" THICK, TYPICAL
UPSTREAM
DOWNSTREAM
PIPE DIA. (IN.)
LENGTH (FT.)
WIDTH (FT.)
WIDTH (FT.)
1
12
6
3
7
2
18
6
45
45
NOT TO SCALE
DENR-FRCS
JUN 2 82010
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SUITABLE PLANTS WET DETENTION POND PLANTING
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PICKERELWEED (PONTEDERIA CORDATA) CONTRACTOR TO INSTALL ON THE 10:1
DUCK POTATO (SAGGITARIA LATIFOLIA AND SAGGITARIA CARDINALIS) SLOPED SHELF, EQUAL NUMBERS OF EACH
SWAMP ROSE (HIBISCUS MOSHEUTOS) OF THE LISTED SUITABLE PLANTS. DURING
BLUE FLAG (IRIS VIRGINICA) INSTALLATION, GROUP SIMILAR SPECIES OF
CARDINAL FLOWER (LOBELIA CARDINAUS) PLANTS TOGETHER. INSTALL PLANTS 24"
O.C. IN ACHECKERBOARD PATTERN.
SOD ALL SLOPES ABOVE PERMANENT POOL EL O
10,
10.1 SHELF 6" ABOVE & 6" BELOW ( 1
EL. 180.50 EL. 184.00 _ PERMANENT
SP � OPLANTED
VEGETTHH SUITABLE �•/
�10
- EL. 182.25 (TOP OF RIP -RAP) -I
'- _10
ERMANEN POOL 180.50 W
FILTER FABRIC 6" THICK CLASS'S' RIP -RAP I I-' I I- a 3It s 5' POND H
I �-_ w
EMERGENCY SPILLWAY DETAIL POND SIDE SECTION
NOT TO SCALE NOT TO SCALE
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OVERFLOW STRUCTURE
TOP OF DAM EL. = 184.00
(SEE DETAIL)
O
------------------------------------------------
100YR.EL.=182.58--_____ ____
----------------------------.--
TOP EL. FOREBAY
---------------
50 YR. EL. = 182.44
25YR.EL.=182.28----------------
--------
182.06
'
------------
-----------
-------------___tOYR.EL
-- - ------ -
1 YR. EL. = 181.42 -
______...
-
1.0"RUNOFF STORAGE EL. =181Al
-----
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PERMANENT POOL EL. (NORMAL WATER SURFACE) 180.50
1
�, FOREBAY
-----
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MAIN POND
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. BOTTOM EL. FOREBAY = 177.00
-
-
10'
VEG SHELF
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POND BOTTOM EL.=175.50
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FOREBAY IS DIVIDED FROM THE
' 1' OF POND DEPTH IS FOR
SEDIMENT ACCUMILATION
10:1 SLOPE TYP.
AROUND POND
r s'W
by ✓eater t,u3iRy
MAIN POND BY EARTHEN BERM
FOREBAY AND STORAGE
POND SECTION PER POLICY
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