SW8960518_Approved Plans_20160707

VICINITY MAP
NOT TO SCALE
INDEX
COME
1-1
GENERAL NOES AND LEGEND
G-1
STOWATEQ PLAN-1
0�2
STORMWATE PLAN-2
P-1
POND #1 DETAILS
P-2
POND *42 DETAILS
D-1
STC PNI WATER DETAILS
D-2
$TOP1V WATER DETAILS
IPPROVED
N-)T `Z-R NIA ENVIRONMENTAL
NIA
F
F

2
0
aE_N9l_ZAL NQ!Mt.
1. UNLESS NOTED OTHERWISE ALL WORK, MATERIALS AND TESTING SHALL SE IN
ACCORDANCE WITH - CURRENT VERSION OF NODOT 'STANDARDS AND
SPECIFICATIONS. ALL TEST RESULTS/TEST REPORTS SHOULD BE DELIVERED
..IMMEDIATELY TO THE OWNER/ENGINEER FOP REVIEW.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR HIRING A NO LICENSED
GEOTECHNICAL ENGINEER AND CONSTRUCTION MATERIALS TESTING FIRM TO
DEVELOP A COMPREHENSIVE TESTING PLAN FOR ALL WORK. THE TESTING PLAN
SHOULD BE SUBMITTED TO ENGINEER FOR APPROVAL A MINIMUM OF 14 DAYS
BEFORE BEGINNING WORK,
3. EXISTING UTILITY INFORMATION IS NOT TO 1315 RELIED ON AS BEING EXACT OR
COMPLETE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION,
VERIFICATION, SUPPORT AND PROTECTION OF ALL ABOVEGROUND AND
UNDERGROUND UTILITIES TO REMAIN IN PLACE, INCLUDING ANY UTILITIES NOT
INDICATED ON CONTRACT DRAWINGS, ANY CONFLICTS OR DISCREPANCIES
SHALL BE BROUGHT TO THE OWNER'S AND ENGINEER'S ATTENTION IMMEDIATELY.
4. CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES, TREES, PAVEMENT,
UTILITIES, AND OTHER PROPERTY UNLESS THEY ARE TO BE DEMOLISHED. ANY
PROPERTY NOT AUTHORIZED FOR REMOVAL, BUT DAMAGED BY THE
CONTRACTOR SHALL BE RESTORED BY THE CONTRACTOR TO. THE OWNER'S
SATISFACTION AT NO ADDITIONAL EXPENSE TO THE .OWNEP.
5. CONTRACTOR SHALL MAKE EVERY EFFORT TO SAVE PROPERTY IRONS,
MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND
CONSTRUCTION
STAKES. PROPERTY IRONS, MONUMENTS, AND OTHER PERMANENT
POINTS OF REFERENCE DESTROYED BY THE CONTRACTOR SHALL BE REPLACED
BY A NORTH CAROLINA LICENSED LAND SURVEYOR AT THE CONTRACTOR'S
EXPENSE.
6. THE CONTRACTOR SHALL MAKE SURE THAT WORK PERFORMED UNDER THIS
CONTRACT SHALL NOT IMPACT THE OPERATION OF ANY ADJACENT PROPERTIES.
7, THE CONTRACTOR SHALL RESTORE ANY ACCESS 120ADS AND STAGING AREAS
USED BACK TO THEIR ORIGINAL CONDITION, ALL DISTURBED AREAS SHALL BE
VEGETATED IN ACCORDANCE WITH NCDENP REQUIREMENTS.
8. THE CONTRACTOR SHALL TAKE ADEQUATE PROTECTIVE MEASURES TO ENSURE
THAT EXISTING' PAVEMENT SURFACES ARE NOT DAMAGED FROM TRACKED
CONSTRUCTION EQUIPMENT OR ANY OTHER POSSIBLE SOURCE WHEN EQUIPMENT
IS BEING MOVED DURING AND AFTER WORK IS BEING CONDUCTED, CONTRACTOR
SHALL REPAIR ANY PAVED AREAS DAMAGED DURING CONSTRUCTION TO THE
SATISFACTION OF THE OWNER AT NO ADDITIONAL EXPENSE,
9. EXISTING PAVEMENTS AND ALL OTHER AREAS ADJACENT TO THE SITE SHALL BE
KEPT CLEAN AT. ALL TIMES. DO NOT ALLOW BUILD UP OF SOIL, MUD, DUST 012
OTHER DEBRIS.
10, CONTRACTOR IS RESPONSIBLE FOR ALL SURVEYING AND STAKING TO COMPLETE
THE WORK,
11, ANY AND ALL MATERIAL QUANTITIES INDICATED ON THIS PLAN SET ARE FOR
REFERENCE ONLY. CONTRACTOR MUST VERIFY ALL MATEMAL QUANTITIES
SHOWN.
12. CONTRACTOR IS RESPONSIBLE FOR ALL PUMPING AND DEWATERING NEEDED TO
COMPLTETE THE PROPOSED SCOPE WORK.
13. CONTRACTOR IS RESPONSIBLE FOR ALL EARTHWORK INCLUDING BUT NOT LIMITED
TO STRIPPING, ROUGH GRADING, CUTTING, FILLING, STOCKPILING, MOISTURE
CONDITIONING OF ONSITE SO LSD EXPORTING -UNSUITABLE/EXCESS MATERIAL..
IMPORTING MATERIAL.
14, CONTRACTOR SHALL COORDINATE WITH OWNER FOR LAYDOWN AND
CONTRACTOR STAGING AREA.
gKl.$TIN Q CQNDITIQNAND VEY NOTE -St
1. THIS PLAN HAS BEEN PREPARED USING DIGITAL DRAWING FILE PROVIDED BY
ROBE12T SESSOMS & ASSOCIATES, PLLC; VIA EMAIL ON APRIL 10, 2015, REVISED
EROSION AND- SEDIMENT CONT120L PLAN AND WATER QUALITY PLAN BY - HANOVER
DESIGN SERVICES, P.A. DATED MARCH, 30 1998, SUPPLEMENTAL SURVEY BY CAPE
FEAR ENGINEERING, INC. AND FLED OBSERVATIONS BY CAPE FEAR ENGINEERING,
INC.
2. TOPOGRAPHIC INFORMATION SHOWN BASED ON SURVEYS BY ROBERT SESSOMS &
ASSOCIATES, PLLC DATED 5/28AS AND CAPE FEAR ENGINEERING, INC (C.F.E.) IN
APPIL 2015.
3. SURVEY INFORMATION BY ROBERT SESSOMS & ASSOCIATES, PLLC WAS ADJUSTED
FROM NAVO 88 DATUM TO NGVD 29 DATUM .BY C.F.E., TO BE ON SAME DATUM AS
THE ORIGINAL DESIGN STORM WATER PLANS.
4. SURVEY INFORMATION BY C.F.E. IS ON NGVD 29 VERTICAL DATUM.
5.. ALL SURVEY INFORMATION HORIZONTAL INFORMATION IS BASED ON MAP BOOK 36
PAGES 284-285.
6. ALL DISTANCES ARE GROUND HORIZONTAL & IN FEET UNLESS OTHERWISE NOTED
7. THE SURVEYOR 'MAKES NO GUARANTEE THAT THE UTILITIES AND SITE FEATURES
SHOWN COMPRISE ALL UTILITIES AND SITE FEATURES IN THE AREA EITHER IN
SERVICE OR ABANDONED. CAPE 'FEAR ENGINEERING, INC. FURTHER DOES NOT
WARRANT THAT - THE UTILITIES AND SITE FEATURES SHOWN ARE IN THE EXACT
LOCATION INDICATED; CAPE FEAR ENGINEERING WAS NOT PWY,$IC_ALLY LOCATED
THE UNDERGROUND UTILITIES.
L.ITI
1. ALL CONSTRUCTION DEBRIS NOT WANTED BY THE OWNER SHALL BECOME THE
P120,PeQTY OF THE CONTRACTOR.
2. THE CONTRACTOR SHALL LOCATE UNDERGROUND UTILITIES AND COORDINATE
DEMOLITION AND / OR RELOCATION WORK. ONCE LOCATED IN THE FIELD POSITIVE
VERIFICATION BY POTHOLING MAY -Sr= REQUIRED. REPORT ANY CONFLICTS OR
DISCREPANCIES TO ENGINEER IMMEDIATELY.
3. CONTRACTOR SHALL MINIMIZE IMPACT OF TEMPORARY STORAGE OF EXCAVATED
SOILS,
4. DIMENSIONS SHOWN ARE FOR GENERAL REFERENCE. CONTRACTOR SHALL BE
RESPONSIBLE FOR REMOVAL OF ALL ITEMS, INCLUDING ALL EXCAVATED MATERIALS
NECESSARY TO COMPLETE WORK WITHIN THIS CONTRACT.
5. WHERE ASPHALT/CONCRETE DEMOLITION IS REQUIRED, CONTRACTOR SHALL USE A
SAW CUT AT THE LIMITS OF'DEMOLITION 012 NEAREST JOINT TO OBTAIN A CLEAN
VERTICAL EDGE.
6. DEMOLITION AND SUBSEQUENT CONSTRUCTION OF STORMDRAIN FACILITIES SHALL
BE PERFORMED IN SUCH A MANNER THAT THE OLD PIPE AND STRUCTURES ARE
REMOVED AND NEW STRUCTURES AND PIPING ARE IMMEDIATELY PUT INTO SERVICE.
CONTRACTOR SHALL ENSURE THAT STOPMDPAJN DOES NOT REMAIN OUT OF
SERVICE FOR LONGER THAN )2-HOURS AT A TIME. CONTRACTOR SHALL MAKE
NECESSARY PROVISIONS TO MAINTAIN PROPER ST012M DRAINAGE DURING
CONSTRUCTION.
7. DEDICATED DEMOLITION AND OTHER WASTE AREAS/EARTHEN MATERIAL
STOCKPILES MUST BE LOCATED AT LEAST 50' FROM STOPMDRAINS 012 STREAMS.
8. ALL PIPING INDICATED FOR DEMOLITION TO BE REMOVED UNLESS NOTED FOR
ABANDONMENT..
5!QR6ffiA7r9R-_.A.ND..9.QAPjNQ WTE
1. THE PROPOSED PROJECT WILL REQUIRE A PLAN REVISION OR MODIFICATION TO
THE EXISTING NCDENQ STATE ST012MWATE12 PERMIT (SW8 960518). NO WORK
SHALL BE PERFORMED UNTIL AFTER THE PERMIT MODIFICATION WAS BEEN
APPROVED.
2. CONTRACTOR SHALL COORDINATE WITH THE UTILITY PROVIDERS FOR REQUIRED
UTILITY ADJUSTMENTS AND/OP RELOCATIONS.
3. ALL OUT OR FILL. SLOPES SHALL BE 3-1 OR FLATTER UNLESS OTHERWISE NOTED.
4. DURING CONSTRUCTION, CONTRACTOR SHALL PERF012M GRADING IN A MANNER
AND SEQUENCE THAT WILL PROVIDE PROPER DRAINAGE AT ALL TIMES.
5. UPON THE COMPLETION OF CONSTRUCTION AND - SITE STABILIZATION, ALL
PROPOSED AND EXISTING PIPES SHALL 'BE CLEANED OUT TO REMOVE ALL
ACCUMULATED SILT AND DEBRIS.
6. UPON THE COMPLETION OF CONSTRUCTION AND SITE STABILIZATION,, ALL
ACCUMULATED SEDIMENT SHALL BE REMOVED F120M THE PROPOSED
STORMWATER POND, TO DESIGN DEPTH.
7. CONTRACTOR SHALL ASSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR
ALL NATURAL AND PAVED AREAS.
8. UNLESS OTHERWISE NOTED, ALL STOPMDRAIN MATERIALS, CONSTRUCTION AND
WORKMANSHIP. SHALL CONFORM TO NCDOT STANDARDS AND SPECIFICATIONS.
9. THE PROPOSED DESIGN INCLUDES MULTIPLE FABRICATED OMP ELEMENTS
INCLUDING FLANGED PIPE CONNECTIONS TO EXISTING BRICK HEADWALLS. HEADER
PIPES W1 PIPE OVERFLOW RISERS, BEVELED PIPE ENDS, ETC. THE DESIGN OF
THESE ITEMS ARE SHOWN FOR GENERAL REFERENCE AND SCHEMATIC
REPRESENTATION ONLY. CONTRACTOR SHALL BE RESPONSIBLE FOR ENGAGING
CONTECH TO PREPARE DETAILED SHOP DRAWINGS, DETAILS AND
SPECIFICATIONS FOR THESE ITEMS. CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS TO ENGINEER FOR APPROVAL BEFORE ORDERING.
10. CONTRACTOR SHALL CONTACT ENGINEER A MINIMUM OF FIVE BUSINESS DAYS
PRIOR T0 INSTALLING ANY NEW PIPES AND/OP STRUCTURES SO THAT ENGINEER
CAN. APP12OP121ATELY SCHEDULE INSPECTIONS.
QQR RL IM - 6-LU Aw MilI a E-1
1. UNLESS NOTED OTH ERWISE101 . ALL PIPE SHALL CORRUGATED
ALUMINUM PIPE (16 GAUGED BY CONTECH OR ENGINEER APPROVED
EQUAL,
2. THE ALUMINUM COLS SHAL.L. CONFORM TO THE APPLICABLE
REQUIREMENTS OF AASHTO M 197 OR ASTIVI 8 744
3. ALL PIPE CARS SHALL BE MANUFACTURED IN ACCORDANCE WITH
APPLICABLE Rf=-QUIQE!ME7=NTSOF AASHTO M 196 OR ASTM B 745.
4, ALL HANDLING AND ASSEMBLY SHALL SE IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
5. INSTALLATION SHALL BE IN ACCORDANCE WITH AASHTO STANDARD
SPECIFICATIONS POP HIGHWAY BRIDGES, SECTION 26, DIVISION 11 OR
ASTM B 788.
6. CONST12UCTION LOADS MAY BE HIGHER THAT FINAL DESIGN LOADS.
CONTRACTOR SHALL FOLLOW THE MANUFACTURERS GUIDELINES.
MQ.51m
I. CONTRACTOR SHALL COMPLY WITH CURRENT NC DEPARTMENT OF
ENVIRONMENT AND NATURAL. RESOURCES (NODEN0 "EROSION AND
SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" FOR ALL
EROSION CONTROL WORK,
2. IF UNFORESEEN - EROSIVE CONDITIONS DEVELOP DURING
CONSTRUCTION AS THE RESULT OF INCREASED QUNOFF OR
SEDIMENT DISPLACEMENT, THE CONTRACTOR SHALL TAKE ACTION
TO REMEDY SUCH CONDITIONS AND PREVENT DAMAGE TO
ADJACENT PROPERTIES.'
3. EROSION AND SEDIMENT CONTROL. MEASURES SHALL BE MAINTAINED
CONTINUOUSLY, RELOCATED WHEN NECESSARY, AND SHALL Be
CHECKED FOR STABILITY AND PROPER FUNCTIONING AFTER EVERY
RAINFALL EVENT.
=L9NQ9..QF LAND.121
I. PPECONSTRUCTION CONFERENCE TO BE HELD P121OR TO THE BEGINNING OF WORK.
2, DETERMINE AND MARK LIMITS OF DISTURBANCE,
3. TOP SOIL REMOVAL AND STORAGE, ALL ROOTS, STUMPS, OR OTHER DEBRIS
SHALL SE 12EMOVED FROM TOP SOIL PQIOP TO STOCKPILING.
4. INSTALL STOPMDRAIN AND INLET/OUTLET PROTECTION.
5. BRING SITE TO FINAL GRADE, SPREAD STOCKPILED TOPSOIL OVER DISTURBED
AREAS,
6, INSPECT AND MAINTAIN ALL E120SION CONTROL DEVICES EVERY 7 DAYS AND
AFTER EACH SIGNIFICANT RAINFALL- EVENT (0.5" OR GREATER).
7, PLACE TEMPORARY SEEDING, INCLUDING MULCHING AND CRIMPING, ON ALL
PERIMETER SWALES AND ALL AREAS WITH SLOPES GREATER THAN 34 THAT ARE
TO BE LEFT IDLE FOR MOPE THAN 7 DAYS. PLACE TEMPORARY SEEDING,
INCLUDING MULCHING AND CRIMPING, ON ALL OTHER DISTURBED AREAS THAT ARE
TO BE LEFT IDLE FOR MORE THAN 14 DAYS.
8. PERMANENT GRASS SHALL BE INSTALLED FOR ALL AREAS AT FINAL G;,>Aor=- AND
IN SEASON, FERTILIZE, WATER AND REPLACE AS REQUIRED TO ESTABLISH A
VIGOROUS STAND OF GRASSa TEMPORARY' IRRIGATION MAY BE REQUIRED UNTIL
GRASS IS FULLY ESTABLISHED.,
9. CONTRACTOR SHALL MAINTAIN GRASS AS REQUIRED, THIS INCLUDES BUT IS NOT
LIMITED TO IRRIGATING AND MOWING GRASS AND PE -SEEDING / RE -SODDING BARE
OR ERODED AREAS.
10, AFTER COMPLETION OF CONSTRUCTION AND THE SITE IS STABILIZED, 12EMOVE ALL
ACCUMULATED SEDIMENT FROM SILT FENCE AND OTHER EROSION CONTROL
MEASURES AND SPREAD EVENLY ACROSS THE SITE. GRASS THESE AREAS
IMMEDIATELY AND 'REMOVE ALL EROSION CONTROL MEASURES.
11. IF SEDIMENT CAN NOT BE SPREAD EVENLY ACROSS THE SITE BECAUSE THE SITE
HAS ALREADY BEEN STABILIZED / VEGETATED, CONTRACTOR SHALL BE
RESPONSIBLE FOR TRANSPORTING SEDIMENT OFFSITE AND DISPOSING OF
SEDIMENT IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS,
ABBREVIATIONS
EXISTING LEGEND
BOC
BACK OF CURB
CI
CURB INLET.
PROJECT BOUNDARY
CMP
CORRUGATED METAL PIPE
RIGHT-OF-WAY
co
CLEANOUT
COLIC
CONCRETE
ROAD CENTERLINE
Ex
EXISTING
ROADWAY
FES
FLARED END SECTION
FFE
FINISHED FLOOR ELEVATION
STORM INLET
HDRE
HIGH DENSITY POLYETHYLENE
STORM PIPE
IE
INVERT ELEVATION
LF
LINEAR FEET
CONTOURS
MIN
MINIMUM
O/s
OFFSET
POB
POINT OF BEGINNING
POO
POINT OF CONNECTION
RIM
RIM ELEVATION OF STRUCTURE
PROPOSED LEGEND
SSMH
SANITARY SEWER MANHOLE
TYP
TYPICAL
STORM PIPE
WL
WATERLINE
wm
WATER METER
121P PAP APRON
DS
DOWNSPOUT
CONTOURS
19
FO
FIBER OPTIC
CATV
CABLE TV
DITCH MAINTENANCE
SEE GENERAL NOTES ON THIS SHEET.
c
FINAL DESIGN ISSUED FOR
CONTRACTOR BIDS
mTH
B
_1L15116_
REVISED 35% CONCEPT DESIGN
PER CLIENT COMMENTS
MTH
EILl 8L1 5
A
35% CONCERT DESIGN ISSUED
TO CLIENT FOR REVIEW
MTH
7/31 /15
REV.
#
DESCRIP11ON
REV.BY
DATE
REVISIONS

AA-
zHOUSE
LOT 43
c 3©'
DRANAGE
EASEMENT
OL
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LOT 42
E
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t�i
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F F G4 AVEI IE
-- .. 50` PUBLIC R/W ---T
LOT 38 LOT 37 LOT 36
LOT 35
- PROJECT BOUNDARY
jLLJ
r
IMIDRAK
EASES!
OVA
OWiV r
TOK
)T S14
CLARITY:
s
F
D
ADD KUIRE, BEACH DRAINAGE
PROJECT INFO
MTH
fi 10
C
FINAL DESIGN ISSUED FOR
CONTRACTOR BIDS
MTH
1 Ll5 18
B
REVISED 35% CONCEPT DESIGN
PER CLIENT COMMENTS
MTH
8 18 15
A
35% CONCEPT DESIGN ISSUED
TO CLIENT FOR REVIEW _
MTH
7 31 15
REV.
�
DESCRIPTION
— REV,BY
DATE
REVISIONS

NOTES/LMEND
SEE GENERAL NOTES AND LEGEND ON
SHEET 1-1.
FFINAL. DESIGN
NOTFOR CONSTRUC710)
MTH
D
REVISE POND #1 GRADING
2 18 16
C
FINAL DESIGN ISSUED FOR
MTH
CONTRACTOR BIDS
1 15 1 fi
B
REVISED 35% CONCEPT DESIGN
MTH
PER CLIENT COMMENTS
8 18 15
A,
35%CONCEPT DESIGN ISSUED
MTH
TO CLIENT FOR REVIEW
7 31 15
REV.,
#
DESCRIPTItN
REV.BY
DATE
REVISIONS

LOT 71
LOT 70
LOT 72 LOT 69
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R IP
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SWAALE (SEE DETAIL)
/ ,
RIP -RAP APPON AT
P ND OUTI. eT SWALE
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b=I. VEP15TATED SHELI=
„ 2.
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L
ENILARGEDPLO)"ND #1 PLAN
1" - 20'
r
(
C
t
20 q 2Q 40 EXCAVATE POND TO DESIGN
BOTTOM ELEVATION
} 1 INCH = 20 FEET
DESIGN BOTTOM = 10.0'
C
t
s
C
(
EXISTING POND BOTTOM = VARIES
THE VEGETATED SHELF SHALL. BE PLANTED VWTH A WMUM OF THPEE
Mali E VVETLANR SPECES. A MNMUM OF 50 PLANTS PER 2W SF OF
SHELF AREA SHALLBE MVM. PLANTS SHOULD GENERALLY BE PLAWED
24" TO 3b' ON C� ANr3 Si4= YELD RIL COVMAC IN M2 YEARS
THE
F0LL0 G �S OF WETLANDS VEGETATION ARE SUITABLE FOR
PLANING ALONG THE 104 VEGETATED SHELF t
PLANTS SUITED FOR SHELF THATS UNOM"ATER
- SAGiTARIA LANCIFOLIA SLILL TONGUE}
- SAC -MAMA LATIFWA a= POTATO}
- SAURLRUS CERNUUS {UZ=TAD .
PLANTS SLAM FOR SHELF THAT S ABOVE WATER
- ASCLEPIAS NCAi2NATA (SWAMP MN.:KWE.U)
- CARED( T8452A (OLLL SEDGE)
- Cl-18..ONE GLABRA &"TE i'URTLBHEAD)
IF ONE OR MORE OF THE SUGGESTEfl SiPi=CES'IS IJNAVA .A[31.F, APPROPRIATE
WETLANDS CATION COMMON TO THE: COASTAL'NORTH CARO" REf"
MAY BE SUBSTITUTED. SEE CH 9 OF STATE STORMWATER ' MfANUAL FOR LIST
OF OT43Z RECOMMENDED WETLANDS PLANTS,
VEGETATED SHELF REQUIREME IT
NOT TO SCALE
PILL POND BANK TO MOVE
POND AWAY FROM AND OFF
OF EXISTING LOT LINES
PROVIDE PERMANENT
VEGETATION ON ALL
DISTURBED AREAS
EXISTING VEGETATED SHELF
(6—FT MINIMUM)
-rnn ter- nna€F/
NORMAL POOL 18.1L
� FILL EXISTING POND AS
REQUIRED TO REPAIR ERODED
/ AREAS AND PROVIDE MAX 3:1
SLOPES ABOVE NORMAL POOL
APPROXIMATE EXISTING GRADE
NOTES:
1. THE ABOVE SECTION IS INTENDED TO PROVIDE A SCHEMATIC REPRESENTATION OF POND REPAIR
WORK REQUIRED. SPECIFIC SCOPE OF WORK REQUIRED WILL VARY FROM LOCATION TO LOCATION.
TYPICAL POND REPAIR SECTION
NOT TO SCALE
E
ADD EXITING VEGETATED SHELF
AND PLANTING SPECS
MTH
fi 1 5
1
D
REVISE POND #1 GRADING
MTH
21516
C
FINAL DESIGN ISSUED FOR
CONTRACTOR BIDS
MTH
1 15
15
B
REVISED 35% CONCEPT DESIGN
PER CLIENT COMMENTS
MTH
S 18
15
A
35% CONCEPT DESIGN ISSUED
TO CLIENT FOR REVIEW
MTH
7- _ 31
.15
REV.
DESCRIPTION
REV.BY
DATE
REVISIONS
0 3 3 6 15
Vv
6
r!/}J1/ifFtltilflYStlttl\\

-OJT 54
vnv
m
Lb
Ln
m
ENLARGED POND #2 PLAN
1 20'
N_QTE: NO WORK IS EXPECTED
FOR EXISTING OUTLET
STRUCTURE. SHOWN FOR
REFERENCE/PERMITTING ONLY.
B PLAN VIEW
WEIR EL. 20.4 , IAN i0" r1-k10
±18.1
TOP OF TRASH
RACK EL. 21.2
WEIR EL. 20.4
Iff", P"- I F,r-
-fc, 4
8.1
SECTION A -A SECTION B-B
-EXISTING POND #2 OUTLET STRUCTURE DETAIL
THE VEGETATED %W SHALL BE RAMED WIT14 A MNMW OF THREE
DIVERSE WFW0 SPECIES. A W*AJM OF 50 PLANTS PER 200 SF OF
SHELF AREA SHALL BE PROVIDW. PLANTS SHOULD SALLY BE PLANTED
24! TO N ON CB03Z NO SHOULD YELD FUL COVEIZAGE IN 1-2 YEARS.
TI-E FOLLOWING SPECES OF WETLANDS VEGETATION ARE SUTASLE FOR
PLANTM ALONG TIE 104 VEGETATED SHELF,
PLANTS SUITED FOP %W THAT'S LINDERWATER
20 0 20 40 SAGITTAI�A, LANCFOUA RU TONGM
I I• SAGATAIZA LATFOLIA (DLKX POTATO)
SAMAS cERNuus w-ARDTAw
1 INCH = 20 FEET PLANTS SUTED FOR SHELF THAT$ ABOVE WATER
ASCLEPIAS INCARNATA (SWAMP MLKWEM)
CAREX TENERA (OULL SEDGE)
CI-MONE GLABRA (WHITE TURTLEI-M)
F ONE OR MORE OF T� SJGGESTW SPWIES Is LINAVAILARZ APPROPRIATE
WETLANDS VEGETATM COMMON TO THE! COASTAL NORV CAROLINA REGION
MAY BE SMTMJIW SEE 04 9 OF STATE STORMWATEP BW MANJAL FOR UST
OF OTHER RECOMYeM WETLANDS PLANTS.
VEGETATED SHELF REQUIREMENTS
NOT TO SCALE
TOP OF EMBANKMENT = ±22.5'
ROTTOM F1 = 10. 0'
6
7�1/ZZ
WIDE
6:1 SHELF
EMBANKMENT SECTION (POND,#2)
NOT TO SCALE
Z7__ NORMAL POOL = 18. 1'
EXISTING POND BOTTOM = VARIES
EXCAVATE POND TO DESIGN
BOTTOM ELEVATION
6" PVC CAP
WITH 4 "
DRILLED ORIFICE
W-10-0
PROVIDE WETLANDS
VEGETATION AS REQUIRED
(SEE NOTES ABOVE)
........................
..............
. ....... I ............ *.#
1.1-141 .......... ... .........
-F) .........................................♦
..............................
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.................... ..., ..............
..................... 1-1 ......
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.... ........... —, .....................
................ I ...........................
............................. ........
............. ...... ................... .. ........
............... ......................... ......
...............................................
................
TOP OF BANK
PROVIDE PERMANENT
VEGETATION ON ALL
DISTURBED AREAS
6' VEGETATED
SHELF
TOP OF SHELF = 19. 1'
\—CONSTRUCT 6:1 VEGETATED
SHELF ALONG ENTIRE
PERIMETER OF POND
. 6-,u kFILL EXISTING POND AS
REQUIRED TO REPAIR ERODED
AREAS AND PROVIDE 3:1
SLOPES.
"—APPROXIMATE EXISTING GRADE
PROPOSED GRADE
NOTES:
1. THE ABOVE SECTION IS INTENDED TO PROVIDE A SCHEMATIC REPRESENTATION OF POND REPAIR
WORK REQUIRED. SPECIFIC SCOPE OF WORK REQUIRED WILL VARY FROM LOCATION TO LOCATION.
TYPICAL POND REPAIR SECTION
NOT TO SCALE
C
FINAL DESIGN ISSUED FOR
CONTRACTOR BIDS
MTH
5L1 6
B
—lLi
REVISED 35% CONCEPT DESIGN
PER CLIENT COMMENTS
MTH
8/18/15
A
357- CONCEPT DESIGN ISSUED
TO CLIENT FOR REVIEW :7
MTH
31/15
REV.
#
DESCRIPTION
REV. BY
DATE
REVISIONS
CAly
' cite o
CA wpm FEAm R
151 Poole Rd.,Suite 100; Belville, NC, 28451,
TEL [phone]; FAX [phone]
www.capefearengineering.com
N.C. LICENSE # C-1621
('PROJECT
NUMBER : 275-64
SCALE 1 K=20'
DATE
TRACKING
- ----------------
ECEIVEil
R 201,
u
BY:
NOT. TO SCALE
PROJECT NUMBER SHEET NUMBER
275~64 POW2.

MULCHING MATERIALS AND APPLICATION RATES
MATERIAL RATE PER ACRE QUALITY
MATERIAL
RATE PER ACR
4UALI1l
NOTES
STRAW
1-2 tans
Dry, unchoppd,
unweathered; ovoid weeds.
Shoul come from wheator oat
spreag by hand or machine; mush
The
"tacked down.
TEMPORARY SEEPING
GRASS TYPE
Ak4gUNT(,FER1111ZATION/1000
1 ®S
ING
INITIAL
SF
MAINTENANCE
RYE GRAIN
1-2 LBS,
NOV. THRU JAN.
25 LBS. 10-10-10
NA
NA
NA
BROWNTOP MILLET
1--•2 LBS.
JUNE THRU AUG.
25 LBS. 10-10-10
NA
NA
NA
I PERMANENT SEEDING
GRASS TYPE
AMOUNT
1 OOO S
TIME OF
SEEDING
FERTILIZATION71000 SF_,__
INITAL
MAINTENANCE
BERMUDA, COMMON
1--2 LBS.
APR. THRU JUNE
25 LBS. 10-10-10
MARCH — APRIL
12 LBS. 14--10-10
EACH 4-8 WEEKS
1-2 LBS. N.
AUG. -- SEPT.
12 LBS. 10-10-10
FESCUE, TALL
(KENTUCKY 31)
5-7 LBS.
SEPT. THRU OCT.
FEB. THRU OCT.
25 LBS. 10-10-10
FEB. — MARCH
12 LBS. 10-10-10
MAY & DEC.
1/2 TO 1 LB. N.
SEPT.. — OCT.
12 LBS. 10-10-10
SERICEA .
LESPEDEZA (SLOPES)
.1-�2 LBS.
MARCH 'THRLJ APR.
25 LBS. 10-10-10
FEB. — MARCH
1/2 TO 1 LB. N.
NA
NEW STABILIZATION TIMEFRAMES
SITE AREA DESCRIPTION
STABILIZATION
TiMEFRAME EXCEPTIONS
ElPERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGHQUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPES SWEEPER THAN 3:1
7 DAYS
IF SLOPES ARE .10' OR' LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50` IN
LENGTH.
ALL -OTHER AREAS WITH SLOPES FLATTER THAN 4.1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HQW ZONES
IS THE LENGTH OF THE RIPRAP-
ZrI FABRIC
p
APRON.
1 i-0?i
SCALE 1/4
2. d = 1.5 TIMES THE: MAXIMUM STONE
DIAMETER. BUT NOT LESS THAN 6". SECTION A-- A
3. A FILTER BLANKET OR FILTER FABRIC
ul
SHOULD BE:. INSTALLED. BETWEEN THE
RIPRAP AND SOIL FOUNDATION.
LO
RIP P APRON
NOT TO SCALE
Q
LO
1. La
EXIST. BRICK.
HEADWALL
SLOPE SWALE TO POND
T= _ BACKFILL --f --III �I I I=
I I I=I I I�I I I! ; . I � I I I�► t I :�,r--
EXIST. 36" CMP
f f f EXIST. IE. ±18.85
TO PION
PIPE BEDDING AND=III=I I I
COMPACTED SUBGRADE
WATERTIGHT FABRICATED CONNECTION.
TO EXISTING BRICK HEADWALL.
(BY CONTECH)
MATCH INVERTS.
SECTION VIEW
y`
TOP OF BANK . NEW
DRAINAGE SWALE _
D Q4
NEW 30" CMP
EXIST. 36" CMP
ZUj
..i—•,+a NEW 30 CMP F! 1
TOP OF BANK NEW
DRAINAGE SWALE
EXIST. BRICK
HEADWALL
FINE GRADE TO PROVIDE
POSITIVE DRAINAGE TO
NEW LOT LINE SWALE
AND INSTALL RIPRAP
APRON p
PLAN VIEW �� �G�, L J
EXIST. CONC.
ROADWAY
O \ DRAINAGE. FLUME
ENLARGED SEGMENT D2
NOT TO SCALE
30"
EASEMENT
PROVIDE PERMANENT .! ,, r
' VEGETATION ON ALL
t 3 MIN,t;
I t► I I I I SLOPES'
I # ! REMOVE
._ ACCUMULATED ,af j;,
SEDIMENT ,;,t
,7
NOTE: IT IS EXPECTED THAT ONLY;
MINIMAL DITCH MAINTENANCE IS
NEEDED TO REMOVE ACCUMULATED -j I+ i I 4 I I FILE. ERODED AREAS
SEDIMENT, FIX 'EROSION AND AND RESHAPE DITCH
PROVIDE POSITIVE DRAINAGE, BOTTOM VARIES TO RESTORE DESIGN
SECTION (TYPICAL).
TYPICAL SECTION (SEGMENT D1)
NOT TO SCALE
eo
D
ADD SLOPE LABELS TO SWALE
DETAILS
MTH
6 15 1 6
FINAL DESIGN ISSUED FOR
CONTRACTOR BIDS
MTH . .
1 15 16
B
REVISED 357. CONCEPT DESIGN
PER CLIENT COMMENTS
MTH
118 15
A
35% CONCEPT DESIGN ISSUED
TO CLIENT FOR REVIEW
MTH
7 31 1
REV.
DESCRIPTION
REV.BY
DATE
REVISIONS

1
2:1 BEVEL CUT
TOP VIEW
193 LF » 24" DIA ALUMINUM CAAP 16 GAUGE
PIPE LENGTHS TBD
24" RISER WITH FRAME &
GRATE
EXISTING
HEADWALL
t�
42"X29" R 4 +
ALUMINUM LAAP 12
18" CMP
GAUGE
IW CMP
42"X29" ARCI IED
ALUMINUM CARP 12 18'
18" CMP
GAUGE
BANDED JOINTS WITH NEOPRENE GASKETS
18" CMP
24" RISER WITH FRAME &
GRATE
SIDE VIEW
BANDED JOINTS WITH NEOPRENE GASKETS
193 LF - 24" DIA ALUMINUM CRAP 16 GAUGE
PIPE LENGTHS TBD
DETAIN
NEW 42"X29" PIPE
BULKHEAD PLATE
ENLARGED SEGMENT. D5
NOT TO scuE
30'
EASEMENT
PROVIDE PERMANENT
VEGETATION ON ALL
3 MIN.
SLOPES
's I
REMOVE
ACCUMULATED
NCDOT
f
�4.
SEDIMENT
CLASS 'B'
RIPRAP
_
FILL
ERODED .AREAS
AND RESHAPE DITCH
FILTER FABRIC
—I I
`
`
' TO RESTORE DESIGN
, ,I EL,
�18:� SECTION (TYPICAL).
NOTE. IT IS EXPECTED THAT ONLY
MINIMAL DITCH MAINTENANCE IS
4'
NEEDED TO REMOVE ACCUMULATED
BOTTOM
SEDIMENT, FIX EROSION AND
PROVIDE POSITIVE DRAINAGE.
'""PICAL SECTION" (SEumENT
D3
NOT TO SCALE
EXISTING CMP
FRAME GRATE
24" DROP INLET
g" BULKHEAD PLATE WELDED
BETWEEN PIPE
42"X29"
DETAIL
FLANGED JOINT ON 42"X29" PIPE
USE,? THICK NEOPRENE GASKET WITH J" X 6" LONG WEDGE ANCHORS
30'
EASEMENT
FIIZM:
POMONA PIPE PRODUCTS
4611 DUNDAS DR.
GREENSBORO, NC 27407
336-292-8060
i<'R03ECT:
DATE: SHEET
DEC 15, 2015
NOT TO SCALE
IINfI e\vvts✓i I Li\lvl/nivf..14 I
r VEGETATION ON ALL
uNvr_� I yr r'Ir r— 't —O Or—LVYY
BOTTOM OF SUALE (.SEE 3 MIN.
^t SLOPES
PLANS FOR
ELEVATIONS)
St ;
jim YY F
{p
REMOVE
r
( it,
ACCUMULATED
9
Iyl SEDIMENT
Y;
I`
....
18" RCPt�
(INSTALL
TO PROVIDE
Ifi ,t
......
FILL ERODED AREAS
POSITIVE
FLOW/DRAINAGE) —�
I, , ,� -,
,
AND RESHAPE DITCH
TO RESTORE DESIGN
4'
SECTION (TYPICAL).
BOTTOM
TVPCAL
Sl=CMON
SEGMC:T
n4"
NOT TO SCALE
ADD SLOPE LABELS TO :SWALE
DETAILS.
MTH
6 15 16
C
FINAL DESIGN L ISSUEDL FOR
LL CONTRACTOR LBIDS L
MTH
1 15 16
D
REVISED 35% CONCEPT LDESIGN
PER CLIENT `COMMENTS
MTH
S 18 15
A
35% CONCEPT DESIGN ISSUED
TO CLIENT FOR REVIEW
MTH
7 31 15
REV.
DESCRIPTION
REV.DY
DATE
REVISIONS