20180772 Ver 1_More Info Received_20181003

Strickland, Bev
From: Andy Munday <[e-mail]>
Sent: Wednesday, October 03, 2018 9:51 AM
To: Mairs, Robb L
Subject: [External] FW: Salvation Army
Attachments: Salvation Army complete set.pdf
• ernal email. Do not click links or open attachments unless verified. Send all suspicious email as an attachment to
Hello Robb,
Sorry about the delay in getting these to you. These show the revisions to the parking. Thanks,
Andy
From: Lisa Jones
Sent: Tuesday, October 02, 2018 10:44 AM
To: [e-mail]
Cc: Andy Munday <[e-mail]>
Subject: Salvation Army
Attached are the latest pdf's for Salvation Army.
Thanks,
Lisa
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CL - CENTERLINE
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DR - DRIVE
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EDP - EDGE OF PAVEMENT
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EX - EXISTING
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FH - FIRE HYDRANT
SPCS
- SPACES
FT - FEET
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GUY - GUY
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PROPOSED DRAINAGE EASEMENT
(SEE NOTE 5)
CONCRETE 77'77REQUIRED
LANDSCAPE AREAS
DUKE TRANSMISSION LINE EASEMENT f EXISTING OAK
MOREHEAD WILDW00D-ATLANTIC BEACH ���/j TREE TO REMAIN
115KV LINE (OL156)
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NCPIN 637616835422000
DB1539 P33
MAILING ADDRESS:
204 CHURCH ST
MOREHEAD CITY. NC 28557
ZONING R10
146.45
MOREHEAD WILDWOOD-ATLANTIC BEACH
115KV LINE (OL156) STRUCTURE #58
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CRAIGE, HAROLD N ETAL SUSAN
NCPIN 637616835492000
DB1285 P398
MAILING ADDRESS:
3409 CAMELOT DR
NEW BERN, NC 28560
ZONING R10
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COLICINS. JIMMY EE ETUX JANIE
4 P11N 63761837486000
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MAILING ADDRESS:
208 WALDRON DR
MOREHEAD CITY. NC 28557
ZONING R10
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EX WOODSLINE, CLEAR �L ���
AS NEEDED FOR CONSTRUCTION °� - I
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NOTE: DURING CONSTRUCTION IF IT IS DETERMINED THAT THE EXISTING
OAK TREE (NEAR THE GUYS FOR PP AS#58) MUST BE REMOVED DUE TO
LOW LYING LIMBS OR INDICATORS OF FAILURE TO THRIVE, WADE TEAGUE
910-520-6795 OF DUKE ENERGY MUST BE CONTACTED FOR EVALUATIONS
PRIOR TO REMOVAL. NO EXCAVATORS OR BACKHOE MUST BE USED TO
REMOVE THE TREE. TREE IS TO BE HAND CUT TO SURFACE AND A
STUMP GRINDER USED TO REMOVE PORTION OF STUMP BELOW GRADE.
SHEET # 1 OF 6
PROJECT #:PM2422
DESIGN FILE #: PM2422 SALVATION ARMY MOREHEAD CITY REVISED 2.DGN
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POWER POLE AND GUYS TOi
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NCPIN 637612957514000
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YATES, JASON N ETAL. SADORSKI
NCPIN 637616839325000
DB1020 P350
MAILING ADDRESS:
2704 AVERY ST I
MOREHEAD CITY. NC 28557
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NCPIN 637616829983000
M DB490 P394
MAILING ADDRESS:
3817 GALANTIS DR
MOREHEAD CITY, NC 28557
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PROPERTY OWNER: SALVATION ARMY
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NCPIN 637616839325000
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MOREHEAD CITY. NC 28557
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MOREHEAD CITY, NC 28557
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PROPERTY OWNER: SALVATION ARMY
PIN NUMBER— 637616836242000
REVISIONS:

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BOGUE SOUND
VICINITY MAP
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AC
- ACRE
LF
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ABC
- AGGREGATE BASE
LP
- LIGHT POLE
COURSE
MAX
- MAXIMUM
BLDG
- BUILDING
MBL
- MINIMUM BUILDING LINE
BRG
- BEARING
MIN
- MINIMUM
CF
- CUBIC FEET
N/F
- NOW OR FORMERLY
CL
- CENTERLINE
NTS
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CO
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O.C.
- ON CENTER
CPP
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PED
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PIPE
PP
- POWER POLE
DI
- DROP INLET
R
- RADIUS
DR
- DRIVE
RCP
- REINFORCED CONCRETE PIPE
EL
- ELEVATION
R/W
- RIGHT-OF-WAY
EIR
- EX. IRON ROD
SH
- SHEET
EDP
- EDGE OF PAVEMENT
SIR
- SET IRON ROD
EX
- EXISTING
SSMH
- SANITARY SEWER MANHOLE
FE
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TEL
- TELEPHONE
FF
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TOW
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FT
- FEET
TYP
- TYPICAL
INV
- INVERT
WM
- WATER METER
CJ
- CRACK CONTROL JOINT
SF
SILT FENCE
PROPOSED DRAINAGE EASEMENT
(SEE NOTE 5)
LO— LAND DISTURBANCE LIMITS
REOUIRED
^�
LANDSCAPE AREAS
- - 19-
- - EXISTING CONTOURS
20
PROPOSED CONTOURS
EXISTING OAK
TREE TO REMAIN
WETLANDS
STANDARD 24"
CURB AND GUTTER
CONCRETE
Co
ROCK DOUGHNUT
DUKE TRANSMISSION LINE
-
EASEMENT MOREHEAD
WILDWOOD ATLANTIC BEACH
115KV LINE (OL156)
LANDSCAPE STRIP REQUIREMENTS \
10' LANDSCAPE STRIP: REQUIRED ALONG THE PROPERTY LINE(S) WHICH ABUT ALL RIGHTS-OF-WAY ON \\,
INDIVIDUAL LOTS AND ALONG THE PROPERTY LINES) WHICH ABUT MAJOR AND MINOR THOROUGHFARES IN
NEW MAJOR OR MINOR SUBDIVISIONS: AND MUST MEET THE FOLLOWING REQUIREMENTS PER ONE HUNDRED
(100) LINEAR FEET:
1 CANOPY OR 2 UNDERSTORY TREES AND B. 12 SHRUBS: AND
A COMBINATION OF EVERGREEN GROUND COVER, MULCH, SHELL, ROCK. AND/OR LOW -GROWING
EVERGREEN SHRUBS OR OTHER GROUND COVER AS APPROVED BY THE LAND USE ADMINISTRATOR
SHALL COVER THE LANDSCAPE STRIP ALONG ITS ENTIRE LENGTH.
2.5' LANDSCAPE STRIP: REQUIRED ALONG THE EDGE OF OFF-STREET PARKING AREAS. ALLEYS. VEHICULAR
ACCESS AREAS, INTERNAL DRIVEWAYS FOR PARKING AREAS WHICH PROVIDE PARKING FOR FIVE (5) OR MORE
VEHICLES. MUST MEET THE FOLLOWING REQUIREMENTS PER ONE HUNDRED (100) LINEAR FEET:
1 CANOPY TREE OR 2 UNDERSTORY TREES: AND
6 SHRUBS.
A COMBINATION OF EVERGREEN GROUND COVER. MULCH. SHELL, ROCK, AND/OR LOW -GROWING
EVERGREEN SHRUBS OR OTHER GROUND COVER AS APPROVED BY THE LAND USE ADMINISTRATOR
SHALL COVER THE LANDSCAPE STRIP ALONG ITS ENTIRE LENGTH.
I A I T C n f n l3 O A O V i A I f' A O C A I A A I n c r A o r 1.1 !•
REQUIRED IN PARKING AREAS BETWEEN PARKING SPACES, AT THE END OF PARKING BAYS, OR IN TREE
ISLANDS FOR NEW OR REDEVELOPED PARKING AREAS MUST MEET THE FOLLOWING REQUIREMENTS PER
TWELVE (12) PARKING SPACES:
A. (1) 1 CANOPY OR 2 UNDERSTORY TREES
WEST PARKING LOT
NUMBER OF SPACES = 30 SPACES
ISLANDS REQUIRED = 3
ISLANDS PROVIDED = 3
EAST PARKING LOT
NUMBER OF SPACES = 54 SPACES
ISLANDS REQUIRED = 5
ISLANDS PROVIDED = 5
FOLLOWING ARE THE MINIMUM REQUIREMENTS FOR A SCREEN "B":
1. I HERE AHE IU BE AB6ULU I ELY NU I HEES FLAN I ED I HA I AHE I ALLEN THAN 12' AT MA I UHE
HEIGHT WITHIN THE DUKE ELECTRICAL EASEMENT ANY REQUIRED TREES TALLER THAN THIS
REQUIREMENT ARE TO BE LOCATED OUTSIDE THIS EASEMENT.
?.ANY SHRUBS TO BE PLANTED WITHIN DUKE ENERGY EASEMENT MUST NOT HAVE A MATURE
HEIGHT OF MORE THAN 7 FEET.
3. NO IRRIGATION SYSTEMS INSTALLED WITHIN DUKE ENERGY EASEMENT. ON GRADE DRIP HOSE
SYSTEMS WITH WATER PUMPING DEVICES ANDVOR WELLS LOCATED OUTSIDE OF THE EASEMEN-I
ARE ACCEPTABLE.
I. THERE ARE TO BE NO BERMS LOCATED WITHIN DUKE ENERGY EASEMENT.
COLLINS. DAVID LEE I — —
NCPIN 637616835422000
DB1539 P33
MAILING ADDRESS: I-)
204 CHURCH ST
MOREHEAD CITY, NC 28557
ZONING R10
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(A) FIVE-FOOT MINIMUM SCREEN YARD WIDTH ESTABLISHED ALONG THE OUTER EDGE OF THE PROPERTY LINE THAT SEPARATES THE TWO ZONING
CLASSIFICATIONS. PLUS AN ADDITIONAL FIVE-FOOT SCREEN WIDTH FOR A COMBINED TOTAL SCREEN YARD WIDTH OF TEN (10) FEET: AND
(B) ROWS OF EVERGREENS: EVERGREENS MUST BE PLACED NO MORE THAN FIVE (5) FEET APART TO FORM A CONTINUOUS HEDGE ALONG THE LENGTH
OF THE SCREEN. AND EVERGREENS MUST BE NO LESS THAN SIX (6) FEET IN HEIGHT AT THE TIME OF PLANTING PLUS AN ADDITIONAL STAGGERED ROW
OF EVERGREENS MUST BE PLACED NO MORE THAN THIRTY (30) FEET APART. EVERGREENS MUST BE NO LESS THAN SIX (6) FEET IN HEIGHT AT THE TIME
OF PLANTING AND MUST BE CAPABLE OF GROWTH TO AT LEAST FIFTEEN (15) FEET IN HEIGHT BASED UPON THE PLANT SPECIES AND CULTIVAR. : AND
(C) MUST HAVE EITHER ONE OF THE FOLLOWING REQUIREMENTS: 1 FENCE OR WALL CONSTRUCTED IN A DURABLE FASHION OF BRICK. STONE. MASONRY
MATERIALS. WOOD POSTS AND PLANKS, OR ANY COMBINATION OF THE AFORESAID MATERIALS WITH NO MORE THAN TWENTY-FIVE (25) PERCENT OF A FENCE
SURFACE LEFT OPEN, WITH THE OPEN AREAS DISTRIBUTED EQUALLY OVER THE ENTIRETY OF THE FENCE. THE FENCE SHALL BE EQUIVALENT TO THE
MAXIMUM HEIGHT PERMITTED UNDER SECTION 14-1 OF THIS ORDINANCE FOR EACH YARD. THE FINISHED SIDE OF THE FENCE SHALL FACE ABUTTING PROPERTY:
OR 2 FOUR -FOOT (MINIMUM) TALL BERM WITH MAXIMUM SLOPE OF 3:1. BERMS EXCEEDING SIX (6) FEET IN HEIGHT SHALL HAVE A MINIMUM SLOPE OF 4:1.
ALL BERMS SHALL BE STABILIZED TO PREVENT EROSION AND SHALL BE LANDSCAPED WITH SHRUBS PLACED NOT MORE THAN FIVE (5) FEET APART: AND
(D) A COMBINATION OF EVERGREEN GROUND COVER, MULCH, SHELL. ROCK. AND/OR LOW -GROWING EVERGREEN SHRUBS OR OTHER GROUND COVER AS APPROVED
BY THE LAND USE ADMINISTRATOR SHALL COVER THE BALANCE OF THE SCREENING YARD.
SHEET # 2 OF 6
PROJECT #:PM2422
DESIGN FILE #: PM2422 SALVATION ARMY MOREHEAD CITY REVISED 2.DGN
SCALE: 1 "= 30'
CRAIGE. HAROLD N ETAL SUSAN
NCPIN 637616835492000
DB1285 P398
MAILING ADDRESS:
3409 CAMELOT DR
NEW BERN, NC 28560
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MAILING ADDRESS:
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MOREHEAD CITY, NC 28557
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YATES. JASON N ETAL SADORSK
NCPIN 637616839325000
DB1020 P350
MAILING ADDRESS:
2704 AVERY ST
MOREHEAD CITY. NC 28557
ZONING R7
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STORMWATER POND EASEMENT
SCALE: 1"= 20'
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NOTES:
1) TRACT AREA 3.515 ACRES
2) CURRENT ZONE : CH/CU
PROPOSED ZONE: CH/CU REVISED
3) REQUIRED PARKING
FAMILY STORE
3567 SF WAREHOUSE @ 1 SPC/600 SF = 6 SPCS
6551 SF LOW VOLUME RETAIL @ 1 SPC/450 SF = 15 SPCS
REQUIRED SPACES = 21 SPCS
CENTER FOR WORSHIP AND SERVICE
50 SEAT CHAPEL (3847 SF) @ 1 SPC/200SF = 20 SPCS
4340 SF OFFICES/CLASSROOM @ 1 SPC/250SF = 18 SPCS
GILLIKIN DEVELOPMENT CORP REQUIRED SPACES = 38 SPCS
NCPIN 637616829983000 TOTAL REQUIRED SPCS = 59 SPCS
D6490 P394 PROVIDED PARKING SPCS = 61 SPCS
MAILING ADDRESS.
3817 GALANTIS DR
MOREHEAD CITY, NC 28557 FUTURE EXPANSION PARKING SPCS = 20 SPCS
ZONING R5 4) BOUNDARY AND WETLANDS TAKEN FROM SURVEY PREPARED BY E. GLENN CORBETT.PLS.
+DSCAPE TITLED SALVATION ARMY. BOUNDARY AND WETLANDS, DATED 1/31/18 AND SIGNED BY
USACE THOMAS P. CHARLES 4/11/18.
5) THE DRAINAGE EASEMENT TO BE DEDICATED TO THE TOWN OF MOREHEAD CITY TO BE
'CH ON OR NEAR PROVIDED AS SHOWN.
.INE DESIGNATED
THE US BY USACE 6 ) ALTERNATE SCREEN B REQUESTED FOR THE PORTION LOCATED WITHIN THE WETLANDS.
EHEAD 7) THE EXISTING OAK TREE IS PROPOSED TO REMAIN UNDER THE CONDITION THAT THE OWNER
LAND HAS THE TREE EVALUATED TO DETERMINE IF THE LOWER LYING BRANCHES CAN BE PRUNED
ANDS) AND THE TREE REMAIN VIABLE. OTHERWISE THE TREE MAY WILL NEED TO BE REMOVED
AND DUKE ENERGY CONTACTED GIVEN THE PROXIMITY OF GUY WIRES TO THE TREE.
REVISIONS:
Na BY I DATE DESCRIPTION
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WT 5/29//8 DUKE NRG t11T
2 LHJ 18131118 1 REV PARKING/GRAa
# PE 5279 :
LINWOOD E. STROUD, P.E.
PROPERTY OWNER: SALVATION ARMY
PIN NUMBER— 637616836242000
ITE STAKING 81 LANDSCAPE REQUIREMENTS PLAN
SALVATION ARMY
MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA
CLIENT: THE SALVATION ARMY DESIGNED:
GYT/LES
ADDRESS: 1700 ARENDELL STREET DRAWN:
MOREHEAD CITY. NC 28557 GYT/LHJ
PHONE: [phone] CHECKED:
GYT/LES
STROUD ENGINEERING, P.A.
107—B COMMERCE STREET
GREENVILLE, N.C. 27858
[phone] LICENSE NO. C-0647
DATE:
5/3/18
SCALE:
1 "= 30'
SHEET 2 OF 6

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1. REMOVE AND/OR RELOCATE EXISTING OBSTRUCTIONS.
2. INSTALL GRAVEL CONSTRUCTION ENTRANCE(S) 8 SILT FENCING AT SPECIFIED LOCATIONS.
3. COMPLETE CLEARING 8 GRUBBING OPERATIONS.
4. EXCAVATE. ROUGH GRADE. AND TEMPORARILY SEED STORMWATER DETENTION BASIN.
5. ROUGH GRADE PARKING AREA, INSTALL DROP INLETS AND STORM DRAIN PIPING
INCLUDING SEDIMENTATION CONTROL MEASURES.
6. SEED AND MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED WITHIN 14 DAYS
OF LAND DISTURBANCE.
T. BEGIN PREPARATION OF BUILDING SITE.
8. INSTALL UTILITIES.
9. FINE GRADE DRIVE AND PARKING AREA AND PLACE STONE BASE COURSE.
10. CONSTRUCT BUILDING.
11. PAVE DRIVE AND PARKING AREA.
12. PERFORM FINAL GRADING, SEED AND MULCH ALL REMAINING DISTURBED AREAS.
13. ONCE THE SITE IS STABILIZED REMOVE ACCUMULATED SEDIMENT AND SKIMMER FROM STORMWATER
DETENTION BASIN. INSTALL NEW 6" SCREW CAP DRILLED WITH 1.75" ORIFICE TO THE ORIFICE
OUTLET. PERFORM FINAL GRADING OF BASIN AND REMOVE ANY ACCUMULATED SEDIMENT.
14. INSTALL WET DETENTION BASIN VEGETATION AS SPECIFIED ON WET DETENTION DETAILS AND
VEGETATION PLAN.
15. REMOVE TEMPORARY EROSION CONTROL MEASURES.
MAINTENANCE PLAN
1.ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND EFFECTIVE
OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK.
REPAIRS REOUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND FUNCTIONS
INDICATED ON THE PLAN.
2.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING WHEN IT BECOMES 0.5 FEET
DEEP AT THE FENCE. THE FENCE SHALL BE REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN
BARRIER.
3.ALL SEEDED AREAS SHALL BE FERTILIZED, RESEEDED AND MULCHED AS NECESSARY ACCORDING TO
THE SEEDING SCHEDULE TO ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER.
LEGEND
AC
- ACRE
LF
- LINEAR FEET
ABC
- AGGREGATE BASE
LP
- LIGHT POLE
� �-�
^ - t
TC20.47 \ /
COURSE
MAX
- MAXIMUM
BLDG
- BUILDING
MBL
- MINIMUM BUILDING LINE
BRIG
- BEARING
MIN
- MINIMUM
CF
- CUBIC FEET
N/F
- NOW OR FORMERLY
CL
- CENTERLINE
NTS
- NOT TO SCALE
CO
- CLEAN OUT
O.C.
- ON CENTER
CPP
- CORRUGATED PLASTIC
PED
- PEDESTAL
GRADING, EROSION 8. SEDIMENTATION CONTROL PLAN
PIPE
PP
- POWER POLE
DI
- DROP INLET
R
- RADIUS
DR
- DRIVE
RCP
- REINFORCED CONCRETE PIPE
EL
- ELEVATION
R/W
- RIGHT-OF-WAY
EIR
- EX. IRON ROD
SH
- SHEET
EDP
- EDGE OF PAVEMENT
SIR
- SET IRON ROD
EX
- EXISTING
SSMH
- SANITARY SEWER MANHOLE
FE
- FINISHED ELEVATION
TEL
- TELEPHONE
FF
- FINISHED FLOOR
TOW
- TOP OF WALL
FT
- FEET
TYP
- TYPICAL
INV
- INVERT
WM
WATER METER
SF
SILT FENCE
PROPOSED DRAINAGE EASEMENT
(SEE NOTE 5)
_LD LAND DISTURBANCE LIMITS
REOU[RED
-19- - 19- -
- EXISTING CONTOURS`
LANDSCAPE AREAS
20
PROPOSED CONTOURS
EXISTING OAK
WETLANDS
TREE TO REMAIN
STANDARD 24"
CONCRETE CURB AND GUTTER
DUKE TRANSMISSION LINE
0
ROCK DOUGHNUT
EASEMENT MOREHEAD
WILDWOOD ATLANTIC BEACH
115KV LINE (OL156)
STORMWATER DATA
TRACT AREA =153.105.168 SF
RECEIVING STREAM = CALICO CREEK
STREAM CLASS = SC:HOW
STREAM INDEX NUMBER = 21-32
DRAINAGE AREA #1 = 109.000 SF
PROPOSED IMPERVIOUS AREA
PARKING = 38.471 SF
BUILDING = 18.295 SF
SIDEWALKS = 3.767 SF
GRAVEL DRIVE = 2.081 SF
FUTURE = 5.284 SF
TOTAL AREA = 67.898 SF
TRACT % IMPERVIOUS = 44.35%
��_-----�9__ _*°,�.:ar:,a,, •S- ♦ �`� `� I I 1 1 1 V 111 r1 1`® �
/�° �` / ° PLACE JERSEY BARRIERS - 8s�, I 1 1 lrll N
\ IN AREA OF TWO (2) 1v 18�. / / �r ll 1V
° °� v PRIOR TO CONSTRUCTION vs
TRANSMISSION POLES. _ `" _ T r" �> v TO ENSURE PROTECTIONINSTALL LO gT10NS FOR OWNSPOUT v ;� DIse6 `� ` ��_//// i��ly
\� FENCING TREE PROTECTION
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25 FOOT BUFFER. r - ?$: FROM EQUIPMENT. GRADING IN F F 20 - - - wP a,;4' .
•
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LIMITED TO SURFACE GRADING PROT�� •� I
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AND NOT NEAR ANCHORS. - ` �. R r.> 2�
\ MOREHEAD W I LDWOOD-ATL ANT I C BEACH _ - ; : g\° - -` �" - - - - - TSW199
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Intl,,, / i LIMITS. 2.96 AC
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SHEET # 3 OF 6
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DESIGN FILE #: PM2422 SALVATION ARMY MOREHEAD CITY REVISED 2.DGN
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CLIENT. THE SALVATION ARMY
GYT/LHJ
ADDRESS: 1700 ARENDELL STREET DRAWN:
MOREHEAD CITY, NC 28557 GYT/LES
PHONE: [phone] CHECKED:
GYT/LHJ
STRGUD ENGINEERING, P.A. DATE
107-B COMMERCE STREET 5/3/18
GREENVILLE, N.C. 27858 SCALE:
[phone] LICENSE NO. C-0647 1 "= 30'
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CLIENT. THE SALVATION ARMY
GYT/LHJ
ADDRESS: 1700 ARENDELL STREET DRAWN:
MOREHEAD CITY, NC 28557 GYT/LES
PHONE: [phone] CHECKED:
GYT/LHJ
STRGUD ENGINEERING, P.A. DATE
107-B COMMERCE STREET 5/3/18
GREENVILLE, N.C. 27858 SCALE:
[phone] LICENSE NO. C-0647 1 "= 30'
SHEET 3 OF 6

Ix
F16LF 18" HDPE @ 2.0% F. �� _ is 12.75 �.,� '�� �� '--- -----------=�ET_LAN�S
_ app
OI�ARY P_0_0_L _...
16 E 14 .,.2.5- _ _ _.
•
9� ------ _--��-
• ERMANE,4- POOL -°-
���` ELL„j 3.0 ji
`��vv - -- -!2 - •�� ��,.� --� ------��--------------cz
S,
�-\- �--ti - iii i / / / •�� - - _ _ _ _ '' ' �- -
0. --� I ----�' � ``\/ / / / � /�� ��--- '-�c�� __ 131.E C '�•
S .7 7p
'MA LN ' ► 1
♦�,Q `\ `\
BASIN _ ,h �L; t-
► �_
I I
VEGETATED SLOPES
PLANTED WITH NON -
CLUMPING TURF GRASSES
WET DETENTION POND DESIGN DATA
DRAINAGE AREA = 109.000 SF
IMPERVIOUS AREA
PARKING = 51.798 SF
BUILDING = 18.954 SF
SIDEWALKS = 3.321 SF
GRAVEL DRIVE = 1.595 SF
FUTURE = 6.082 SF
TOTAL AREA = 81.750 SF
POND DESIGN SUMMARY
PERMANENT POOL ELEVATION = 13.0 FT
PERMANENT POOL SURFACE AREA REO'D = 5.336 SF
PERMANENT POOL SURFACE AREA = 6.214 SF
STORAGE POOL ELEVATION = 14.25 FT
REO'D STORAGE VOLUME = 9.878 CF
PROPOSED STORAGE VOLUME = 11.650 CF
FOREBAY DEPTH = 3.0 FT
FOREBAY VOLUME = 3.552 CF
MAIN BASIN DEPTH = 5.5 FT
MAIN BASIN VOLUME = 18.946 CF
AVERAGE DEPTH = 3.56 FT
(USED 3.5' FOR SA/DA CHART)
THE FOLLOWING CRITERIA APPLY TO VEGETATION IN AND AROUND THE WET POND:
(o) THE DAM STRUCTURE, INCLUDING FRONT AND BACK EMBANKMENT SLOPES OF
THE POND SHALL BE VEGETATED WITH NON -CLUMPING TURF GRASS: TREES
AND WOODY SHRUBS SHALL NOT BE ALLOWED:
(b) THE VEGETATED SHELF SHALL BE PLANTED WITH A MINIMUM OF THREE DIVERSE
SPECIES OF HERBACEOUS, NATIVE VEGETATION AT A MINIMUM DENSITY OF
50 PLANTS PER 200 SQUARE FEET OF SHELF AREA.
WETLAND PLANT RECOMMENDATIONS
PLANTS FOR SUBMERGED AND PARTIALLY SUBMERGED VEGETATED SHELVES
BOTANICAL NAME COMMON NAME
ASCLEPIAS INCARNATA
CAREX TENERA
CHELONE GLABRA
EUPATORIADELPHUS DUBIUS
EUPATORIADELPHUS FISTULOSUS
EUPATORIADELPHUS MACULATUS
HIBISCUS COCCI NEUS
HIBISCUS LAEVI S
KOSTELETZKYA VI RGI NI CA
LOBELIA CARDI NALI S
LOBELIA ELONGATA
LOBELI A SI PHI LI TI CA
RHYNCHOSPORA COLORATA
SACCHARUM BALDWINII
SWAMP MILKWEED
QUILL SEDGE
WHITE TURTLEHEAD
DWARF JOE PYE WEED
JOE PYE WEED
SPOTTED TRUMPETWEED
SCARLET ROSE MALLOW
HALBERDLEAF ROSEMALLOW
SEASHORE MALLOW
CARDINAL FLOWER
LONGLEAF LOBELIA
GREAT BLUE LOBELIA
STARRUSH WHITETOP
NARROW PLUMEGRASS
VEGETATION SCHEDULE
SO FT IN
PLANT
" PLANTS OF
WETLAND AREA
WETLAND
CATEGORY
CATEGORY IN
AREA
WETLAND AREA
WETLANDS PLANTS
2040
HERBACEOUS PLANTS
446
PLANT REQUIREMENTS:
I. SELECT PLANTS FROM THE WETLAND PLANT LIST ABOVE.
2. A MINIMUM OF THREE (3) DIVERSE SPECIES OF HERBACEOUS, NATIVE
VEGETATION.
3. A MI NI MUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS
FOR PLANT SURVIVAL/REPLACEMENT. AT THE END OF THE FIRST YEAR
AND AGAIN AT THE END OF THE TWO-YEAR WARRANTY PERIOD, ALL
PLANTS THAT DO NOT SURVIVE MUST BE REPLACED.
4, THE DESI GN FOR PLANTI NGS SHALL MI NI MI ZE THE NEED FOR HERBI CI DES.
FERTILIZERS, PESTICIDES, OR SOIL AMENDMENTS AT ANY TIME BEFORE.
DURING AND AFTER CONSTRUCTION AND ON A LONG TERM BASIS. PLANTINGS
SHALL BE DESIGNED TO MINIMIZE THE NEED FOR MOWING. PRUNING AND
IRRIGATION.
5. PLANT MATERIAL SHOULD BE PURCHASED FROM A SIMILAR PROVENANCE OR
LOCAL SOURCE TO ENSURE SURVIVABILITY.
%6 T \ `\ ` \ `� `� ► 1 1 1 1
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7(9
D I #6
TOP 17.77
S INV 14.65
INV 1 4.77 ��- - /
SHEET # 4 OF 6
PROJECT #:PM2422
DESIGN FILE #: PM2422 SALVATION ARMY MOREHEAD CITY REVISED 2.DGN
GENERAL NOTES:
FOREBAY AT
PERMANENT POOL EL13
LENGTH
RAD IUSO
CHORD LENGTH
CHORD DIRECTION
= 6.06
= 5.00
= 5.70
= N72048'12"E
MAIN BASIN AT
PERMANENT POOL EL13
LENGTH
RADIUS O5
CHORD LENGTH
CHORD DIRECTION
NGTH
RECTION
0
NGTH
RECTION
NGTH
RECTION
NGTH
RECTION
--7\
FLOAT
."I
PVC VENT PIPE
FLOAT
SCH 40 PVC PIPE
(BARREL OR ARM)
FLEXIBLE HOSE
<FHO�y e ,
Op
4RM
ATTACH FLEXIBLE HOSE TO ORIFICE
TEE PER MANUFACTURERS
RECOMMENDATIONS
1. TOPSOIL FROM THE SITE WILL BE SPREAD ACROSS THE VEGETATED SHELF PRIOR TO PLACEMENT
OF PLANTS.
2. WET DETENTION BASINS SHOULD INCORPORATE SEVERAL (MINIMUM OF THREE (3) DIVERSE
SPECIES OF SHALLOW WATER EMERGENT AND SHALLOW LAND HERBACEOUS VEGETATION ON THE
VEGETATED SHELF.
3. SPACING SHOULD BE APPROXIMATELY 24' -36 -CENTERS, YIELDING COVERAGE IN APPROXIMATELY
1-2 YEARS. RESPECTIVELY.
4. TURF GRASS SHOULD BE MAINTAINED ON THE TOPS OF BERMS AND ON THE EXTERIOR SLOPES OF
CONTAINMENT BERMS.
SOIL SPECIFICATIONS
SOILS USED WITHIN A STORMWATER BMP MUST ADHERE TO THE FOLLOWING REQUIREMENTS:
1. THE SOIL MIX MUST BE UNIFORM AND FREE OF STONES. STUMPS. ROOTS, OR OTHER
SIMILAR MATERIAL GREATER THAN 2 INCHES.
2. SOIL TEXTURE OF THE MIX USED FOR STORMWATER WETLANDS SHOULD BE LOAMY SAND,
WITH NO MORE THAN 10% CLAY ( USDA SOIL TEXTURAL CLASSIFICATION).
3. A MI NI MUM ORGANIC CONTENT OF 10% BY . DRY WEIGHT FOR AREAS PLANTED WITH WOODY
SPECIES AND 5% FOR TURF AREAS.
4. THE PH SHOULD BE BETWEEN 5.5 AND 7.0. IF THE PH FALLS OUTSIDE OF THIS RANGE.
IT MAY BE MODIFIED WITH LINE TO INCREASE THE PH OR IRON SULFATE AND SULFUR TO
LOWER THE PH. THE LIME OR IRON SULFATE MUST BE MIXED UNIFORMLY INTO THE SOIL
PRIOR TO USE.
5. TOPSOIL STOCKPILE LOCATION ( I F USING ON-SITE SOILS) OR SOURCE OF TOPSOIL IF
IMPORTED TO THE SITE. SOIL ANALYSIS FOR ALL TOPSOIL TO BE USED WITHIN A BMP
FACILITY.
PLANTING SPECIFICATIONS:
1. FOR EROSION CONTROL PLANTING AND BANK STABILIZATION ( UPLAND AREA) FOLLOW EROSION
CONTROL SEEDING SCHEDULE.
2. UTILIZE A 90 -DAY SLOW RELEASE FERTILIZER TABLET FOR PLANTS.
3. PLACE 3 OR 4 INCHES OF QUALITY TOPSOIL TO THE SHALLOW LAND AND SHALLOW WATER REGIONS.
THE PROJECT CAN UTILIZE THE EXISTING TOPSOIL BY STOCK PILING ON SITE AND AMENDING SOIL
AS NECESSARY BASED ON SOIL ANALYSIS RESULTS.
4. THE DETENTION POND MUST BE STABILIZED WITHIN 14 DAYS OF CONSTRUCTION. CONSIDER
CONSTRUCTION SEQUENCING SO THAT PLANTS CAN BE PLANTED AND THE POND CAN BE
BROUGHT ONLINE WITHIN 14 DAYS.
PLANTING SEASONS:
HERBACEOUS PLANTS ...................APRIL TO JUNE (RECOMMENDED)
MID -SEPTEMBER TO MID -OCTOBER
GRASSES..............................YEAR ROUND
PLANTING OUT OF SEASON IS NOT RECOMMENDED. IF CONSTRUCTION SCHEDULE
AND PLANTING SCHEDULE DO NOT CORRESPOND, STABILIZE BANKS (VEGETATED
SHELF) WITH APPROPRIATE TEMPORARY COVER CROP AND EROSION
CONTROL MATTING UNTIL APPROPRIATE PLANTING SEASON.
PLANTS SHOULD BE INSTALLED AS LARGE DRIFTS (I.E. MASSES OF A SINGLE
SPECIE) WITHIN THEIR RESPECTIVE PLANTING AREA. OVERLAPPING OR WEAVING
OF THE PLANTING AREA EDGES IS RECOMMENDED.
ALL PLANTS SHALL BE DIRECTLY DESCENDED FROM INDIVIDUALS GROWING WILD
WITHIN 100 MILES OF THE PROJECT SITE. IF SUITABLE STOCK CANNOT BE OBTAINED.
PLANTS OF OTHER GENETIC PROVENANCE MAY BE UTILIZED WITH THE APPROVAL OF
THE LOCAL REGULATORY AGENCY.
DO NOT PLANT CATTAILS. CATTAILS. ALTHOUGH A WETLAND PLANT, PROVIDE A HAVEN
FOR MOSQUITOES AND WILL TAKE OVER AND CROWD OUT OTHER VITAL VEGETATION.
WATER ENTRY UNIT
WITH TRASH SCREEN
ORIFICE OPENING INSIDE
THE HORIZONTAL TUBE WITH
A CONSTANT HYDRAULIC HEAD
:DOLE 40 PVC
rtrt (BARREL OR ARM)
FLEXIBLE HOSE
2" SKIMMER
TOP VIEW
FAIRCLOTH SKIMMER
SCALE: NOT TO SCALE
J. W. FAIRCLOTH & SON INC.
WWW.FAIRCLOTHSKIMMER.COM
TELEPHONE: [phone]
FAX: [phone]
FLOAT
WATER ENTRY UNIT
= 1.21
= 1.00
= 1.14
= N72051'18"E
= 55.54
= 406.00
= 55.50
= S76016'30"E
= 29.85
= 19.00
= 26.87
= S35011'38"E
= 38.46
= 19.00
= 32.22
= S67047'56"W
= 1.61
= 1.00
= 1.41
= N08°04'1
6"W
MFRFVW GRATE _ _ ,,,,_, ,-EL14.880
TEMPORARY POOL EL 14.25
PERMANENT POOL 13.0
24
I
6"PVC SCREW
TYPE PLUG
6"PVC TEE DRILLED ON
BOTTOM WITH 1.50"
ORIFICE EL12.0
TRASH SCREEN REMOVABLE ALUM.
GRATING McNICHOLS GAL - 100A
OR EQUIVALENT WITH 1" X 1 -*i'
BRG. BAR. STANDARD MESH 4 x t5,16
A"k6llb EX.pt
I II
I II
t tl
t II
► I T H
1 I INV 11.0
NV -t
EXTENDED BASE
�­EL9.8
INSTALL SKIMMER (DETAIL THIS SHEET) AT
BEGINNING OF CONSTRUCTION. ONCE SITE
IS STABILIZED REMOVE SKIMMER d 6"SCREW
ON CAP AND REPLACE WITH 6"SCREW ON CAP
DRILLED WITH 1.50" ORIFICE
OVERFLOW DEVICE
SCALE: NOT TO SCALE
NOTES:
1. FOREBAY AND MAIN BASIN TO BE CLEANED OUT
TO PERMANENT GRADE AT COMPLETION OF
CONSTRUCTION.
2. PROVIDE PUMP MECHANISM ON SITE FOR MAINTENANCE
AND/OR EMERGENCY POND DRAINING.
3. SEE THIS SHEET FOR PLANTING PLAN.
17 ---------------------------------------------------------------------------------
---------------------
PLANT _ BERM _PER SEEDING
�. SCHEDULE SHEET -s--------------------------------------- - - - - -- - --
15 --- --- __-OVERFLOW EL 14_8_______ - - - - - - - - - - - - ---------- ____OVERFLOW EL -14.8 �_�_�� -- - - --
TEMPORARY_.aTMAaE MQLUL LL ZL _
14 - - -- - - - - - - - - - - - - - - - ------------------------- - - - - - - - - - - - - - --- - - - - --
13 -___ PERMANENT POOL EL 13.0 ; _________
_ 5
12 - - - - ------------------------ - - - - -- - - ----- - - - - -- --------------------------------------
------ - - - - --
•• FOREBAY
11 - - - - - -- >------------------- - - - - -ry - - - - -- � -- - -- F - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --------- - - - - --
•� a- w = MAIN BASIN
10 - - - - - - -- ------------------------
--------- ---------------------------------- -- -----------------
a.
g - - - - - - - -------------------------------------';---------- - - - - --
---------------------------------�•
EL 10.0 SEDIMENT TO BE REMOVED FROM BASIN
--------------------------------------------- ---- - -- -----------------
8 "� EL 7.5 SEDIMENT TO BE REMOVED FROM BASIN
7 -----------------------------------------------
--7 --------- - - - --
- - - - -- --------------- - - -
BOTTOM EL 6.5
6 ------------------------------------------------------------------------------------------------------
5 ------------------------------------------------------------------------------------------------------
4
POND X -SECTION A -A
SCALE:
V: I"= 4'
H: 1"= 20'
°o �N CAR0'N
Essi '�.'L�%
0F O,� ys
# PE 5279
GINE
F/w
LINWOOD E. STROUD, P. /.
REVISIONS:
17
16
15
14
13
12
11
10
9
8
7
6
5
4

LEGEND
i
�
TEST COCK tx1
AC - ACRE
LP -
LIGHT POLE
BLDG - BUILDING
LF -
LINEAR FEET
BRG - BEARING
MAX -
MAXIMUM
CF - CUBIC FEET
MBL -
MINIMUM BUILDING LINE
CL - CENTERLINE
MIN -
MINIMUM
CO - CLEAN OUT
N/F, -
NOW OR FORMERLY
DR - DRIVE
NTS -
NOT TO SCALE
EL - ELEVATION
PP -
POWER POLE
EIR - EX. IRON ROD
R -
RADIUS
EOP - EDGE OF PAVEMENT
RCP -
REINFORCED CONCRETE PIPE
EX - EXISTING
R/W -
RIGHT-OF-WAY
FE - FINISHED ELEVATION
SH -
SHEET
FF - FINISHED FLOOR
SIR -
SET IRON ROD
FH - FIRE HYDRANT
SPCS -
SPACES
FT - FEET
TSW -
TOP OF SIDEWALK
GUY - GUY
TYP -
TYPICAL
WETLANDS
F771tSEEONOTE05AINAGE
EASEMENT
CONCRETE
�Cr
DUKE TRANSMISSION
LINE EASEMENT
MOREHEAD WILDWOOD-ATLANTIC
BEACH
115KV LINE COL156)
EIPJ
1
6
E -Ipt
r �
i
r
r
/
'4k" ",Z;
® , or
b
A
\ ,
NOTE: ANY PORTION OF THE EXISTING
SIDEWALK, CURB AND GUTTER OR
STREET DAMAGED ALONG BRIDGES
STREET DURING THE INSTALLATION
OF. WATER & SEWER SERVICES SHALL
BE REPAIRED TO NCDOT STANDARDS.
- m
e_.
- P°� �• �•►
,
kl
PP
EIR
GUY
V - _ GUY , .�� .� ■
GUY ® ° �� �° m'�°� �♦
\\ �...EX IST 1 NG _ - l •�.
\� ATERMAIN — -
\\1115KV
MOREHEAD WILDWOOD-ATLANTIC BEACH °~ _ D `$ FIRE LINE-6"RPDA WI H FDCurge o
°2
LINE (OL156) STRUCTURE #58 _ ` -Jr _ -` LOCATED ON ROADSID OF ENCLOSURE
` INSTALLED IN ABOV GROUND /
INSULATED & HEAD ENCLOSURE
(MUST REMAIN OU SIDE DUKE EASEMENT)
000 GALLON
`6" DUCTILE IRON PIPE✓ ` \ DOMESTIC L INE-2"RPZ INSTALLED gSTREAS
- E TRAP
- WATER MAIN---- - IN ABOVE GROUND INSULATED &
�" 10'-6" g"�- \�\�\ i.j� ` -- "- -- HEATED ENCLOSURE (MUST REMAIN
6
—� 6"x 6" TAPPING — ��.g OUTSIDE DUKE EASEMENT) n /
___
6„ SLEEVE & VALVE —
--————————— — — — — ——
--------- [TRAFFIC
METER NCDOT LIFTERS 4" -- 36" \ � RATED m... �gFsl
Is
CTS PE
I I I I 5'-0" 6"x 2,. SERVICE - _ __ '' °°� y�Q• / ``moi
24"0 24"0 /
(o
A
-'GUY /
_ 9
6" GIG -
24'0
U
24'0 CAST IRON RINGS &\\ EXIST
OUTLET TEE FUNISHED & \ WATERMAI
COVERS BROUGHT TO GRADE 1 `
BY CONTRACTOR INSTALLED BY CONTRACTOR \ - N/
`\ EX I FIG _- �• .-..---------' �
\\ FIRE GRANT _ -
6" \\ ti 1%
[NV 20.758"0 3" 8„0 312” NOTE: -
CLEAN OUT TO BE SET 1' 3' ABOVE
[NV 20.42FINISH GRADE DURING CONSTRUCTION.
UTILITY CONTRACTOR TO LOWER CLEANOUT
TO FINISH GRADE FOLLOWING FINAL \� EXSSMH /
1-1/2"0 BUTYL LANDSCAPING. \.\ _ -RIM 20.07
RUBBER SEALANT 36EAST INV 13.92 (8CLAY)" FIN. GRADE �\ WEST INV 14.13 (8"CLAY)
IN JOINT 6'-0" SCH40 PVC SCREW PLUG.\�
70" 61" N�WTSERV SERVICE I N� 14.,50) 1�
UNLESS IN PAVED AREA \ /
SHALL BE CAST IRON WITH —.__.--- '� ; /
„ BRASS PLUG
4"0 PVC TEE 67 #57 STONE TO BE INSTALL ' EIR
UNDER SERVICE PIPE3' - 5' DEEP J
tM1N 3OR USE DIP) - -- I
36" DOUBLE WYE
LIFTERS ° AND ��g BEND J
24„ 22 1 /2
72" BEND TRANSMISSION.-
SCH 40 r��
SOLVENT �! LINE STRUCTURE #59
• e• a•i•i• 'a•s• 'e• 'i WELD CAP
6"M N M M —�t:� . '° 6 a,', as a 6" °•' °•
I U '''i ' ° \x j� e • STUB OUT 1 PAST WYE
#57 WASHED
STONE e. SCH 40 PVC DWV SEWER SERVICE
PIPE ASTM D-2665. D-1785) \
- _F
2000 GALLON GREASE INTERCEPTOR SANITARY SEWER CLEANOUT DETAIL ." \
30 15 0 30 60
SHEET # 5 OF 6 wlrlm I I I I I wirlimmimmi I I I 1 1
►:7
1
PROJECT #:PM2422 SCALE: 1 "= 30'
DESIGN FILE #: PM2422 SALVATION ARMY MOREHEAD CITY REVISED 2-DGN
NOTE: ORDER WATER METERS ON FIRST
DAY OF CONSTRUCTION TO ENSURE
ADEQUATE TIME FOR DELIVERY
CONCRETE METER BOX
(HS25 LOADING)
2 METER NC DOT TRAFFIC
RATED
METER CUT -OFF. -
FLOW
i
�
TEST COCK tx1
HEATER 1000W, 120V SIMILAR
I
i
1
TO BFPRODUCTS #HU1000SS.
(OPTIONA
,
2"RPZ
WATTS SERIES 009
Z7=
o ^'
J
a ;
SUPPORTS
j
i
INSULATED & HEATED
ANCHOR
1
I
BOLTS
1000W. 120V SIMILAR
z 6" "T
TO BFPRODUCTS #HU1000SS.
OR APPROVED EQUAL
X10,
EN Q RN
TE
IN WET"h.,c
�
�Cr
WETL-A*S
114
21
��WET
j
.°•-_,
- m
e_.
- P°� �• �•►
,
kl
PP
EIR
GUY
V - _ GUY , .�� .� ■
GUY ® ° �� �° m'�°� �♦
\\ �...EX IST 1 NG _ - l •�.
\� ATERMAIN — -
\\1115KV
MOREHEAD WILDWOOD-ATLANTIC BEACH °~ _ D `$ FIRE LINE-6"RPDA WI H FDCurge o
°2
LINE (OL156) STRUCTURE #58 _ ` -Jr _ -` LOCATED ON ROADSID OF ENCLOSURE
` INSTALLED IN ABOV GROUND /
INSULATED & HEAD ENCLOSURE
(MUST REMAIN OU SIDE DUKE EASEMENT)
000 GALLON
`6" DUCTILE IRON PIPE✓ ` \ DOMESTIC L INE-2"RPZ INSTALLED gSTREAS
- E TRAP
- WATER MAIN---- - IN ABOVE GROUND INSULATED &
�" 10'-6" g"�- \�\�\ i.j� ` -- "- -- HEATED ENCLOSURE (MUST REMAIN
6
—� 6"x 6" TAPPING — ��.g OUTSIDE DUKE EASEMENT) n /
___
6„ SLEEVE & VALVE —
--————————— — — — — ——
--------- [TRAFFIC
METER NCDOT LIFTERS 4" -- 36" \ � RATED m... �gFsl
Is
CTS PE
I I I I 5'-0" 6"x 2,. SERVICE - _ __ '' °°� y�Q• / ``moi
24"0 24"0 /
(o
A
-'GUY /
_ 9
6" GIG -
24'0
U
24'0 CAST IRON RINGS &\\ EXIST
OUTLET TEE FUNISHED & \ WATERMAI
COVERS BROUGHT TO GRADE 1 `
BY CONTRACTOR INSTALLED BY CONTRACTOR \ - N/
`\ EX I FIG _- �• .-..---------' �
\\ FIRE GRANT _ -
6" \\ ti 1%
[NV 20.758"0 3" 8„0 312” NOTE: -
CLEAN OUT TO BE SET 1' 3' ABOVE
[NV 20.42FINISH GRADE DURING CONSTRUCTION.
UTILITY CONTRACTOR TO LOWER CLEANOUT
TO FINISH GRADE FOLLOWING FINAL \� EXSSMH /
1-1/2"0 BUTYL LANDSCAPING. \.\ _ -RIM 20.07
RUBBER SEALANT 36EAST INV 13.92 (8CLAY)" FIN. GRADE �\ WEST INV 14.13 (8"CLAY)
IN JOINT 6'-0" SCH40 PVC SCREW PLUG.\�
70" 61" N�WTSERV SERVICE I N� 14.,50) 1�
UNLESS IN PAVED AREA \ /
SHALL BE CAST IRON WITH —.__.--- '� ; /
„ BRASS PLUG
4"0 PVC TEE 67 #57 STONE TO BE INSTALL ' EIR
UNDER SERVICE PIPE3' - 5' DEEP J
tM1N 3OR USE DIP) - -- I
36" DOUBLE WYE
LIFTERS ° AND ��g BEND J
24„ 22 1 /2
72" BEND TRANSMISSION.-
SCH 40 r��
SOLVENT �! LINE STRUCTURE #59
• e• a•i•i• 'a•s• 'e• 'i WELD CAP
6"M N M M —�t:� . '° 6 a,', as a 6" °•' °•
I U '''i ' ° \x j� e • STUB OUT 1 PAST WYE
#57 WASHED
STONE e. SCH 40 PVC DWV SEWER SERVICE
PIPE ASTM D-2665. D-1785) \
- _F
2000 GALLON GREASE INTERCEPTOR SANITARY SEWER CLEANOUT DETAIL ." \
30 15 0 30 60
SHEET # 5 OF 6 wlrlm I I I I I wirlimmimmi I I I 1 1
►:7
1
PROJECT #:PM2422 SCALE: 1 "= 30'
DESIGN FILE #: PM2422 SALVATION ARMY MOREHEAD CITY REVISED 2-DGN
NOTE: ORDER WATER METERS ON FIRST
DAY OF CONSTRUCTION TO ENSURE
ADEQUATE TIME FOR DELIVERY
CONCRETE METER BOX
(HS25 LOADING)
2 METER NC DOT TRAFFIC
RATED
METER CUT -OFF. -
FLOW
FLOW
2" TO
BUILDING
FORD ADAPTER (C84-77-G)W/
2"CTS P.E. TUBING REDUCED
FROM MOREHEAD STAINLESS STEEL INSERT PR R
CITY WATER MAIN ATE VALVE WITH I ASSEMBLY
2"OPERATING NUT
(6"x
ORPORATION STOP IN VALVE BOX
`MUELLER H 15008)
2" SERVICE SADDLE (FORD FC202)
EPDXY COATED DOUBLED STRAPPED
1. ALL MATERIAL MUST BE FORD BRAND IF AVAILABLE.
2. SERVICE SADDLES ARE (SERIES FC202) EPDXY COATED DOUBLE STRAPPED.
3. USE A 2X3 BRASS NIPPLE BETWEEN SADDLE AND VALVE.
4. VALVES MUST BE AMERICAN FLOW CONTROL (AFC) EPDXY COATED WITH A 2" OPERATING NUT.
5. VALVE BOXES MUST BE DOMESTIC MADE SCREW TYPE WITH TRAFFIC RATED EXTEND LID.
6. USE FORD ADAPTER (C84 -77-G) WITH A STAINLESS INSERT (INSERT 55) TO CONNECT 2" CTS
P.E. TUBING TO THE VALVE AND METER SETTER.
T. USE 14 GAUGE TRACER WIRES FROM TAPPING VALVE TO METER BOX.
8. THERE MUST BE; A MINIMUM OF 2 FEET OF AVAILABLE WIRE INSIDE THE METER BOX. THE WIRE
MUST BE SECURED TO THE TUBING USING PLASTIC CABLE TIES EVER 4 FEET.
9. THE METER SETTER IS FORD BRAND (LSBB-1177 9547601 DWG 95476-01) ALL BRASS SETTER
I WITH LOCKABLE BYPASS. STAINLESS STEEL BOLTS WITH RUBBER GASKET MUST BE USED TO ATTACH
i METER TO THE SETTER.
' I 10. USE 2" NEPTUNE COMPOUND METER E -CODER TYPE WITH ATTACHED MTUs POTTED TO MOREHEAD
I CITY FREQUENCY. IT USUALLY TAKES 6 T08 WEEKS FOR DELIVERY FROM THE DATE ORDERED.
ip 1 11. USE CDR METER BOX (WA00-3048-24WPR). IT SHOULD BE 48" LENGTH, 30" WIDE, 24" HIGH.
' i 12. USE 2 FT. BRASS NIPPLE BETWEEN THE METER SETTER AND THE RPZ. USE BRASS FITTINGS AND
IR PIPE BETWEEN THE METER SETTER AND RPZ. NO EXCEPTIONS!
13. THE RPZ MUST BE TESTABLE ABOVE GROUND AND IN AN ENCLOSED BOX. RPZ EXAMPLE: WILKINS 975 XL.
ALL SERVICES MUST BE TESTED FOR LEAKS BEFORE COVERING UP AND BE INSPECTED BY A TOWN
INSPECTOR OR A QUALIFIED PERSON REPRESENTING THE TOWN.
2"DOMESTIC SERVICE
WATTS 6"SERIES
BRIDGES STREEM 957RPDA
I
4" STORZ CONNECTION
WITH AUTOMATIC BALL
DRIP ASSEMBLY
CONCRETE OR
METAL PIPE
SUPPORT
6"DIP W/
FLANGE
WATERPROOF GFC1
RECEPTICLE
BRIDGES=EE r-
3/4"METER (NEPTUNE ECODER
WITH MTUs. PROGRAMMED
FOR MOREHEAD CITY)
(2)-4"
INSULATED & HEATED ENCLOSURE.
TEST COCK tx1
HEATER 1000W, 120V SIMILAR
STRAINER
TO BFPRODUCTS #HU1000SS.
(OPTIONA
OR APPROVED EQUAL
2"RPZ
WATTS SERIES 009
Z7=
o ^'
BR 1 CK
a ;
SUPPORTS
x z
INSULATED & HEATED
ANCHOR
ENCLOSURE. HEATER
BOLTS
1000W. 120V SIMILAR
FLOW
2" TO
BUILDING
FORD ADAPTER (C84-77-G)W/
2"CTS P.E. TUBING REDUCED
FROM MOREHEAD STAINLESS STEEL INSERT PR R
CITY WATER MAIN ATE VALVE WITH I ASSEMBLY
2"OPERATING NUT
(6"x
ORPORATION STOP IN VALVE BOX
`MUELLER H 15008)
2" SERVICE SADDLE (FORD FC202)
EPDXY COATED DOUBLED STRAPPED
1. ALL MATERIAL MUST BE FORD BRAND IF AVAILABLE.
2. SERVICE SADDLES ARE (SERIES FC202) EPDXY COATED DOUBLE STRAPPED.
3. USE A 2X3 BRASS NIPPLE BETWEEN SADDLE AND VALVE.
4. VALVES MUST BE AMERICAN FLOW CONTROL (AFC) EPDXY COATED WITH A 2" OPERATING NUT.
5. VALVE BOXES MUST BE DOMESTIC MADE SCREW TYPE WITH TRAFFIC RATED EXTEND LID.
6. USE FORD ADAPTER (C84 -77-G) WITH A STAINLESS INSERT (INSERT 55) TO CONNECT 2" CTS
P.E. TUBING TO THE VALVE AND METER SETTER.
T. USE 14 GAUGE TRACER WIRES FROM TAPPING VALVE TO METER BOX.
8. THERE MUST BE; A MINIMUM OF 2 FEET OF AVAILABLE WIRE INSIDE THE METER BOX. THE WIRE
MUST BE SECURED TO THE TUBING USING PLASTIC CABLE TIES EVER 4 FEET.
9. THE METER SETTER IS FORD BRAND (LSBB-1177 9547601 DWG 95476-01) ALL BRASS SETTER
I WITH LOCKABLE BYPASS. STAINLESS STEEL BOLTS WITH RUBBER GASKET MUST BE USED TO ATTACH
i METER TO THE SETTER.
' I 10. USE 2" NEPTUNE COMPOUND METER E -CODER TYPE WITH ATTACHED MTUs POTTED TO MOREHEAD
I CITY FREQUENCY. IT USUALLY TAKES 6 T08 WEEKS FOR DELIVERY FROM THE DATE ORDERED.
ip 1 11. USE CDR METER BOX (WA00-3048-24WPR). IT SHOULD BE 48" LENGTH, 30" WIDE, 24" HIGH.
' i 12. USE 2 FT. BRASS NIPPLE BETWEEN THE METER SETTER AND THE RPZ. USE BRASS FITTINGS AND
IR PIPE BETWEEN THE METER SETTER AND RPZ. NO EXCEPTIONS!
13. THE RPZ MUST BE TESTABLE ABOVE GROUND AND IN AN ENCLOSED BOX. RPZ EXAMPLE: WILKINS 975 XL.
ALL SERVICES MUST BE TESTED FOR LEAKS BEFORE COVERING UP AND BE INSPECTED BY A TOWN
INSPECTOR OR A QUALIFIED PERSON REPRESENTING THE TOWN.
2"DOMESTIC SERVICE
WATTS 6"SERIES
BRIDGES STREEM 957RPDA
I
4" STORZ CONNECTION
WITH AUTOMATIC BALL
DRIP ASSEMBLY
CONCRETE OR
METAL PIPE
SUPPORT
6"DIP W/
FLANGE
WATERPROOF GFC1
RECEPTICLE
BRIDGES=EE r-
3/4"METER (NEPTUNE ECODER
WITH MTUs. PROGRAMMED
FOR MOREHEAD CITY)
(2)-4"
90°
11 PROPOSED BUILDING
OS&Y EQUIPPED WITH TAMPER
SWITCH PROVIDED BY UTILTIY
CONTRACTOR AND WIRED TO
FIRE ALARM PANEL BY
4"DIA
ELECTRICAL CONTRACTOR.TYP
6—RISER
BOTH VALVES
INSULATED & HEATED
ENCLOSURE. HEATER
1000W. 120V SIMILAR
z 6" "T
TO BFPRODUCTS #HU1000SS.
OR APPROVED EQUAL
6"DIP W/ CONCRETE BOTTOM
FLANGE (4" MIN.THICKNESS)
F_d
66"SDR21,
TO BUILDING
4" STORZ CONNECTION 4 DIP
WITH AUTOMATIC BALL
DRIP ASSEMBLY (OPPOSITE SIDE 0
METER LOCATION)
NOTE: ENSURE THAT INSULATED & HEATED ENCLOSURE
IS OF ADEQUATE SIZE TO ACCOMMODATE THE 90 ELL
AND 4" PIPE TO STORZ CONNECTION LOCATED ON THE
ROAD SIDE OF ENCLOSURE.
-- �•a�0 FEss/0
5279
__— #PE
NGINE. •' O.
LINWOOD E. STROUD, P.E.
OS&Y EOUIPPED WITH TAMPER SWITCH
PROVIDED BY UTILTIY CONTRACTOR
AND WIRED TO FIRE ALARM PANEL
BY ELECTRICAL CONTRACTOR.TYP
BOTH VALVES
PROPOSED BUILDING 11
INSULATED & HEATED
ENCLOSURE, HEATER
1000W. 120V SIMILAR
TO BFPRODUCTS #HU1000SS.
1 OR APPROVED EQUAL
4 "x 2r4"SWING
NIPPLCHECK VALVE
4"90°INSTALLED VERTICAL
PER MANUFACTURER
WATTS 6"SERIES
957RPDA
REDUCED PRESSURE DETECTOR ASSEMBLY
REVISIONS:
Na I BY I DATE I DESCRIPTION
I I LHJ 18131118 1 REV PARK/NG/GRADING
TILITY PLAN
SALVATION ARMY
MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA
CLIENT: THE SALVATION ARMY DESIGNED:
GYT/LES
ADDRESS: 1700 ARENDELL STREET DRAWN:
MOREHEAD CITY. NC 28557 GYT/LHJ
PHONE: [phone] CHECKED:
GYT/LES
STROUD ENGINEERING, P.A.
107-B COMMERCE STREET
GREENVILLE, N.C. 27858
[phone] LICENSE NO. C-0647
DATE:
r&.&iA
CALE:
1 "= 30"
HEET 5 OF 6

6'- 10'
x VARIES
2% MAX SLOPE
D D o D o D o D o D
o
3000 PSI CONCRETE D D
CHAMFERED
EDGE
4-6" SLOPE VARIES
A -PAVEMENT STRUCTURE
VARIES. SEE PLANS
SCALE: NOT TO SCALE
TYPICAL SIDEWALK SECTION
3"S -9.5B ��°°°°°°°°°°°°°° °°°°°g x°°°888°°°° °°°°°D°�� °°e°8°088 oee°° oee`
p �° °o°°°°°°° °°o °°°
(PLACED IN TWO LIFTS) �° � O O p 0 O p C
6 "CABC Op0
o`�pp Oop o O pp o O C
(NCDOT TYPE 1 �° v O O ° oo0�0 10 00
OR TYPE 2) ,f I In-)
EXIST ING
suecRADE %�/%/%�/%�/%/%/%�/%/%/%/%
(4' MIN LANDI
SCALE: NOT TO SCALE
ASPHALT PAVING
SLOPE 12:1 MAX (5'-4" MIN.)
SIDEWALK RAMP PLAN
12:1 MAX (5'-4" MIN.
D > °
'c AMPf wa�7C D .. D' D D
EXPANSION JOINT °
CAST -IN-PLACE
DETECTABLE WARNING
SURFACE SYSTEM SIDEWALK
SIDEWALK RAMP SECTION
NIM
SCALE: NOT TO SCALE
HEAVY DUTY CONCRETE PAVING
6-
LgNOjNC
OJQ'Q� .
�,
h
2% MAX CROSS SLOPE NOT TO
EXCEED 2;G ON ANY
PORTION OF RAMP OR
41 TRANSITION TO STREET.
Rqy�
w/OTy
GENERAL NOTES:
1 -ENGINEER MAY SPECIFY LOCATION. RAMP TO ALIGN WITH EXISTING OR PROPOSED WALKS.
2.GRADE CHANGES FROM SIDEWALK TO RAMP TO BE A MAXIMUM OF 12:1. DISTANCE TO BE GOVERNED BY GRADE.
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
HANDICAP SIDEWALK RAMP CURB RAM P
SAWED JOINT
(SEE PLAN)
FILL WITH
JOINT FILLER 1/8"
1" DEEP
o o •
CUT 50% OF MESH
AT JOINT
NOTES:
1. SAW CUT SHOULD BE MADE AS SOON
AS CONCRETE HAS CURED SUFFICIENTLY
TO ALLOW CONSTRUCTION TRAFFIC ON
SLAB.
2. LOCATION OF CONTROL JOINTS ARE
APPROXIMATE: HOWEVER. SPACING SHOULD
NOT EXCEED 15 FEET FOR HEAVY DUTY
CONCRETE PAVEMENT.
SCALE: NOT TO SCALE
CJ - SAWED CONTROL JOINT DETAIL
JOINT SEALER
R I,B,
I,2•_,u,_ JOINT•FILLER
TRANSVERSE EXPANSION JOINT IN SIDEWALK
SCALE: NOT TO SCALE
NOTE:
A 112' EXPANSION JOINT SHALL BE REQUIRED AT 45' INTERVALS.
A '�" EXPANSION JOINT SHALL BE REQUIRED WHERE THE
SIDIWALK JOINS ANY RIGID STRUCTURE.
RI
1"
GROOVED JOINT IN SIDEWALK
SCALE: NOT TO SCALE
NOTE:
A GROOVED JOINT 1" DEEP WITH I,8 RADII SHALL BE
REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS
WIDTH VARIES
3000 PSI CONCRETE
_ MAX PER FT. -►
SCALE: NOT TO SCALE
TYPICAL SIDEWALK DETAIL
SHEET # 6 OF 6
PROJECT #:PM2422
DESIGN FILE #: PM2422 SALVATION ARMY MOREHEAD CITY REVISED 2•DGN
6" 18"
RAD.
3000 PSI
CONCRETE
3" RAD.
d
8RAD.
4
N Q .
24 "
2-3 INCH WASHED
(6" THICK)
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
STANDARD
CURB & GUTTER (24") STONE CONSTRUCTION ENTRANCE
USF
MODEL 4655-6172
ALL SIGNS APPROVED
FOR
JUNCTION BOX
12"
FOR USE UNDER
VAN ACCESSIBLE
6"
6"
6"
GENERAL STATUTE
SIGN (IF REQUIRED)
G �
20-37.6
��
VAN
12"
...:.1..:....:...:1n..:..:.ou.:.:.:.:.:■..:...:■..:■..:...:■..::..:..:..uuo..■.-■.■.-..n■.:.o1....u.
ACCESSIBLE
Z
IGN R7-8 OR R7 -8A
.nnn-::.:nIuun�II::-..n.'
a
..
._�......
... ION: I...... ..n....■n■.■.■n.
........ onuunnIN: -n..-.--.N.":i
RESERVED
-'
i
VAN ACCESSIBLE SIGN
PARKING
12"
,
SIGN R7 -8D
o
11
°D
>
■.■1....E".':u.0.....0
o
N
a,
• l
x
..........................................■......n1m.
u.....u■...I
MAXIMUM
~•
by
"-' 3
:
0� PENALTY 3/8"
11
z
a
(TYP)
$250
-
.■11■■■■■■■■■■■■■■■■■■■■■■■■■■..........
ti
N N
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Q4 YO.37.6 3/8"
IBIBUBUBB!"1.........■.■...■..■■■■■■■■■■■..........11..
D
"
W
(TYP)
• •.
z
R7 -8D
R7 -8A
�n m
•
• • .'
FINISHED GRADE R=1-1/2"
(TYP)
I
I•
•.
•
j jl I
COLORS (ALL SIGNS):
8" S0. 3.000 PSI
;j
LETTERING AND BORDER...
GREEN
CONC. FOOTING o
i; '
BACKGROUND.............WHITE
I
II
ARROW (OPTIONAL) .......
GREEN
N
i i
FIGURE.................WHITE
ON BLUE FIELD
!I I
NOTE:
R7 -8D PENALTY SIGNS ARE
REQUIRED TO
ACCOMPANY ALL R7-8 OR R7
-8A PARKING
g
SIGNS ERECTED AFTER DECEMBER
31.
1990.
SCALE: NOT TO SCALE
HANDICAP SIGNAGE
JOINT SEALER
R I,B,
I,2•_,u,_ JOINT•FILLER
TRANSVERSE EXPANSION JOINT IN SIDEWALK
SCALE: NOT TO SCALE
NOTE:
A 112' EXPANSION JOINT SHALL BE REQUIRED AT 45' INTERVALS.
A '�" EXPANSION JOINT SHALL BE REQUIRED WHERE THE
SIDIWALK JOINS ANY RIGID STRUCTURE.
RI
1"
GROOVED JOINT IN SIDEWALK
SCALE: NOT TO SCALE
NOTE:
A GROOVED JOINT 1" DEEP WITH I,8 RADII SHALL BE
REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS
WIDTH VARIES
3000 PSI CONCRETE
_ MAX PER FT. -►
SCALE: NOT TO SCALE
TYPICAL SIDEWALK DETAIL
SHEET # 6 OF 6
PROJECT #:PM2422
DESIGN FILE #: PM2422 SALVATION ARMY MOREHEAD CITY REVISED 2•DGN
6" 18"
RAD.
3000 PSI
CONCRETE
3" RAD.
d
8RAD.
4
N Q .
24 "
2-3 INCH WASHED
(6" THICK)
SCALE: NOT TO SCALE SCALE: NOT TO SCALE
STANDARD
CURB & GUTTER (24") STONE CONSTRUCTION ENTRANCE
I III III I
L(a-� 8 "GOWN '8 4
T 11 I -I I I -III -I I I -I I h
.FORWARD ALONG............ I
-THE TRENCH
II II
• I I �F ILTER I I
24 II FABRIC ii CROSS SECTION
II II VIEW
II II
�� II
INSTALLATION NOTES:
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE
OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY.
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS CLOSE
AS POSSIBLE TO THE FABRIC. ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE.
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES. ALL SPACED WITHIN THE TOP 8 INCHES OF THE
FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC. WITH EACH PUNCTURE AT LEAST
1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN
TIGHTENED TO PREVENT SAGGING.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOUVE GROUND LEVEL.
8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE
SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST
60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST. AND THEN EACH SIDE TWICE FOR A TOTAL
OF 4 TRIPS.
SCALE: NOT TO SCALE
TYPICAL SILT FENCE
SEED BED PREPARATION PERMANENT SEEDING MIXTURE (SWALES d DITCHES)
LIME----------------------------- 2 TONS/AC COMMON BERMUDAGRASS-------------- 80 LBS/AC
10-10-10 ------------------------- 1.000 LBS/AC
SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED MULCHING
IN A LOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED STRAW(WHEAT. OATS. BARLEY.RYE)----- 1-2 TONS/AC (AFTER SEEDING)
EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE (STRAW QUALITY SHALL BE DRY. UNCHOPPED 8 UNWEATHERED)
TO BECOME SEALED OR CRUSTED. LOOSEN IT JUST PRIOR TO SEEDING BY ASPHALT TACK --------------------200 GAL./TON OF MULCH
DISKING. RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER 1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING.OR
THAN 3:1 ON THE CONTOUR BEFORE SEEDING. A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED
AS A MULCH ANCHORING TOOL.
TEMPORARY SEEDING MIXTURE 2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE BOTTOM OF
(DECEMBER 1 -APRIL 15) SWALES d DITCHES. THE LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW
RYE (GRAIN)---------------------- 120 LBS/AC WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW
KOBE LESPEDEZA (SCARIFIED) ---50 LBS/AC AS PREVIOUSLY INSTRUCTED.
(OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT MAINTENANCE
TO EXTEND BEYOND JUNE) IF GROWTH IS LESS THAN FULLY ADEQUATE. REFERTILIZE IN THE SECOND YEAR
(APRIL 15 -AUGUST 15) WITH 500 LB/AC 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA 1S OMITTED
GERMAN MILLET--------------- 40 LBS/AC FROM THE MIXTURE. RESEED. FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
(AUGUST 15- DECEMBER 30)
RYE (GRAIN)---------------------- 25 LBS/AC
(IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15.
OVERSEED WITH 50LB/AC KOBE.)
PERMANENT SEEDING MIXTURE
TALL FESCUE---------------------- 60 LBS/AC
PENSACOLA BAHIAGRASS------------- 50 LBS/AC ,
SERICEA LESPEDEZA---------------- 30 LBS/AC
KOBE LESPEDEZA------------------- 10 LBS/AC
1. FROM SEPTEMBER 1 - MARCH 1. USE UNSCARIF IED SERICEA SEED
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE
TO 30 LBS/AC
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND
INCREASE KOBE TO 40 LBS/AC.
4. BETWEEN APRIL 15 AND AUGUST 15. ADD 10 LB/AC GERMAN MILLET
OR 15 LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15, ADD
25 LB/AC RYE (GRAIN).
SEEDING SCHEDULE
EXPANSION
JOINT
L
36"
REBAR @ LINE OW ALL REBAR #5
6" O.C. 5,8 DIA.
USF
MODEL 4655-6172
OR EQUAL. RING & COVER
FOR
JUNCTION BOX
3
6"
6"
6"
6"
6"
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T 11 I -I I I -III -I I I -I I h
.FORWARD ALONG............ I
-THE TRENCH
II II
• I I �F ILTER I I
24 II FABRIC ii CROSS SECTION
II II VIEW
II II
�� II
INSTALLATION NOTES:
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE
OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY.
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS CLOSE
AS POSSIBLE TO THE FABRIC. ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE.
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES. ALL SPACED WITHIN THE TOP 8 INCHES OF THE
FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC. WITH EACH PUNCTURE AT LEAST
1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN
TIGHTENED TO PREVENT SAGGING.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOUVE GROUND LEVEL.
8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE
SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING AT LEAST
60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST. AND THEN EACH SIDE TWICE FOR A TOTAL
OF 4 TRIPS.
SCALE: NOT TO SCALE
TYPICAL SILT FENCE
SEED BED PREPARATION PERMANENT SEEDING MIXTURE (SWALES d DITCHES)
LIME----------------------------- 2 TONS/AC COMMON BERMUDAGRASS-------------- 80 LBS/AC
10-10-10 ------------------------- 1.000 LBS/AC
SURFACE ROUGHENING: IF RECENT TILLAGE OPERATIONS HAVE RESULTED MULCHING
IN A LOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED STRAW(WHEAT. OATS. BARLEY.RYE)----- 1-2 TONS/AC (AFTER SEEDING)
EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE (STRAW QUALITY SHALL BE DRY. UNCHOPPED 8 UNWEATHERED)
TO BECOME SEALED OR CRUSTED. LOOSEN IT JUST PRIOR TO SEEDING BY ASPHALT TACK --------------------200 GAL./TON OF MULCH
DISKING. RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER 1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT. NETTING.OR
THAN 3:1 ON THE CONTOUR BEFORE SEEDING. A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED
AS A MULCH ANCHORING TOOL.
TEMPORARY SEEDING MIXTURE 2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE BOTTOM OF
(DECEMBER 1 -APRIL 15) SWALES d DITCHES. THE LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW
RYE (GRAIN)---------------------- 120 LBS/AC WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW
KOBE LESPEDEZA (SCARIFIED) ---50 LBS/AC AS PREVIOUSLY INSTRUCTED.
(OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT MAINTENANCE
TO EXTEND BEYOND JUNE) IF GROWTH IS LESS THAN FULLY ADEQUATE. REFERTILIZE IN THE SECOND YEAR
(APRIL 15 -AUGUST 15) WITH 500 LB/AC 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA 1S OMITTED
GERMAN MILLET--------------- 40 LBS/AC FROM THE MIXTURE. RESEED. FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
(AUGUST 15- DECEMBER 30)
RYE (GRAIN)---------------------- 25 LBS/AC
(IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15.
OVERSEED WITH 50LB/AC KOBE.)
PERMANENT SEEDING MIXTURE
TALL FESCUE---------------------- 60 LBS/AC
PENSACOLA BAHIAGRASS------------- 50 LBS/AC ,
SERICEA LESPEDEZA---------------- 30 LBS/AC
KOBE LESPEDEZA------------------- 10 LBS/AC
1. FROM SEPTEMBER 1 - MARCH 1. USE UNSCARIF IED SERICEA SEED
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE
TO 30 LBS/AC
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND
INCREASE KOBE TO 40 LBS/AC.
4. BETWEEN APRIL 15 AND AUGUST 15. ADD 10 LB/AC GERMAN MILLET
OR 15 LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15, ADD
25 LB/AC RYE (GRAIN).
SEEDING SCHEDULE
EXPANSION
JOINT
L
36"
REBAR @ LINE OW ALL REBAR #5
6" O.C. 5,8 DIA.
SECTION VIEW
GENERAL NOTES:
1. A CONTRACTION JOINTS SHALL BE SPACED @ 10 INTERVALS.
2. CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE
OF TEMPLATES OR FORMED BY OTHER METHODS. WHERE
CONTRACTION JOINTS ARE NOT FORMED BY TEMPLATES. A
MIN -DEPTH OF 1112' IS REQUIRED.
3. EXPANSION JOINTS ARE REQUIRED AT 90' INTERVALS AND
AT BOTH ENDS OF THE RADIUS TERMINATING THE VALLEY
GUTTER -EXPANSION JOINTS REQUIRED WITHIN THE VALLEY
GUTTER SHALL BE EVENLY SPACED ALONG THE LENGTH OF
THE VALLEY GUTTER.
4. ALL CONCRETE SHALL BE 3000 PSI.
5. REBAR IS REQUIRED FOR ALL VALLEY GUTTER EXCEEDING
44' IN LENGTH (L-44')
6. APPROVAL FOR USE OF VALLEY GUTTER AT STREET INTERSECTIONS
IS AT THE DISCREATION OF THE CITY ENGINEER.
STANDARD 36" VALLEY GUTTER W/ REINFORCEMENT
SCALE: NOT TO SCALE
NCDOT #5 OR
#57 WASH STONE
(12"MIN THICK)
4"MINIMUM
THICKNESS
ROCK DOUGHNUT - M8N
TEMPORARY INLET
NCDOT #5 OR
#57 WASH STONE
(12"MIN THICK)
INSTALL REGULAR FLOW SILT SACK
SEDIMENT TRAP AS MANUFACTURED
BY ACF ENVIRONMENTAL (OR APPROVED EQUAL)
SACK TO BE MAINTAINED AND REMAIN
IN PLACE UNTIL ASPHALT PAVEMENT
IS COMPLETED.
ROCK DOUGHNUT TEMPORARY INLET PROTECTION
ALL HDPE PIPING SHALL
BE DUAL -WALL PIPE
NOTE: ALL STORMDRAIN PIPING TO
BE INSTALLED ON MINIMUM 6" CLASS II
OR HIGHER GRANULAR FILL BEDDING
24"x 36" STANDARD GRATE
CAST IRON FRAME & GRATE
USF
MODEL 4655-6172
OR EQUAL. RING & COVER
FOR
JUNCTION BOX
3
6"
6"
6"
6"
6"
'
SECTION VIEW
GENERAL NOTES:
1. A CONTRACTION JOINTS SHALL BE SPACED @ 10 INTERVALS.
2. CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE
OF TEMPLATES OR FORMED BY OTHER METHODS. WHERE
CONTRACTION JOINTS ARE NOT FORMED BY TEMPLATES. A
MIN -DEPTH OF 1112' IS REQUIRED.
3. EXPANSION JOINTS ARE REQUIRED AT 90' INTERVALS AND
AT BOTH ENDS OF THE RADIUS TERMINATING THE VALLEY
GUTTER -EXPANSION JOINTS REQUIRED WITHIN THE VALLEY
GUTTER SHALL BE EVENLY SPACED ALONG THE LENGTH OF
THE VALLEY GUTTER.
4. ALL CONCRETE SHALL BE 3000 PSI.
5. REBAR IS REQUIRED FOR ALL VALLEY GUTTER EXCEEDING
44' IN LENGTH (L-44')
6. APPROVAL FOR USE OF VALLEY GUTTER AT STREET INTERSECTIONS
IS AT THE DISCREATION OF THE CITY ENGINEER.
STANDARD 36" VALLEY GUTTER W/ REINFORCEMENT
SCALE: NOT TO SCALE
NCDOT #5 OR
#57 WASH STONE
(12"MIN THICK)
4"MINIMUM
THICKNESS
ROCK DOUGHNUT - M8N
TEMPORARY INLET
NCDOT #5 OR
#57 WASH STONE
(12"MIN THICK)
INSTALL REGULAR FLOW SILT SACK
SEDIMENT TRAP AS MANUFACTURED
BY ACF ENVIRONMENTAL (OR APPROVED EQUAL)
SACK TO BE MAINTAINED AND REMAIN
IN PLACE UNTIL ASPHALT PAVEMENT
IS COMPLETED.
ROCK DOUGHNUT TEMPORARY INLET PROTECTION
ALL HDPE PIPING SHALL
BE DUAL -WALL PIPE
NOTE: ALL STORMDRAIN PIPING TO
BE INSTALLED ON MINIMUM 6" CLASS II
OR HIGHER GRANULAR FILL BEDDING
24"x 36" STANDARD GRATE
CAST IRON FRAME & GRATE
DROP INLET / JUNCTION BOX
Drape baffle mail overwire strand and
secure with plastic ties at posts and an wire every 12"
9 Gauge Min High ..".
Tension VAreStrand `MIN
Shall BeSecured
To PostTo Support(
Baffle Material I l
Baffle Material
If the temporary sediment basin will be
converted to a permanent stormwater basin
of greater depth,the baffle height should be
based on the pool depth during use as
temporary sediment basin.
Note: Install three (3) coir fiber baffles in basins
at drainage outletswith a spacing of 1/4 the
basinlength.Two (4 eDir fiber bales can be
installed in the basins less than 20 ft. in length
with a spacing of 1/3 the basin length.
SCALE: NOT TO SCALE
MIN 6" #57 STONE
BEDDING
SCALE: NOT TO SCALE
Extend 9 gauge wireto basin side or healIT post to andhor
baflletooside of basil) and secure to vrerbeal past
4'Max. I
Y..
.4 ." f
*
11 Gauge
Landscaping Staple
I I
Steel Post
Y-VDepth
BafeMalterial should be securedtothe bottom
and sides of basin using t Y landscape staples
SCALE: NOT TO SCALE
POROUS BAFFLE DETAIL
u
P.E.
REVISIONS:
Na BY DATE DESCRIPTION
I GYT 5/I0/I8VALLEY GUTTER
2 LHJ 81.311181 REV PARKING/GRADING
ETAILS
SALVATION ARMY
MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA
CLIENT: THE SALVATION ARMY DESIGNED:
GYT/LES
ADDRESS: 1700 ARENDELL STREET DRAWN:
MOREHEAD CITY, NC 28557 GYT/LHJ
PHONE: [phone] CHECKED:
GYT/LES
/ STROUD ENGINEERING, P.A. DATE:5/3/18 5/3/18
107-B COMMERCE STREET
GREENVILLE, N.C. 27858 SCALE:
[phone] LICENSE NO. C-0647 1 "= 30
SHEET 6 OF 6
USF
MODEL 4655-6172
OR EQUAL. RING & COVER
FOR
JUNCTION BOX
r.�i:.: `ilk:• x^
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DROP INLET / JUNCTION BOX
Drape baffle mail overwire strand and
secure with plastic ties at posts and an wire every 12"
9 Gauge Min High ..".
Tension VAreStrand `MIN
Shall BeSecured
To PostTo Support(
Baffle Material I l
Baffle Material
If the temporary sediment basin will be
converted to a permanent stormwater basin
of greater depth,the baffle height should be
based on the pool depth during use as
temporary sediment basin.
Note: Install three (3) coir fiber baffles in basins
at drainage outletswith a spacing of 1/4 the
basinlength.Two (4 eDir fiber bales can be
installed in the basins less than 20 ft. in length
with a spacing of 1/3 the basin length.
SCALE: NOT TO SCALE
MIN 6" #57 STONE
BEDDING
SCALE: NOT TO SCALE
Extend 9 gauge wireto basin side or healIT post to andhor
baflletooside of basil) and secure to vrerbeal past
4'Max. I
Y..
.4 ." f
*
11 Gauge
Landscaping Staple
I I
Steel Post
Y-VDepth
BafeMalterial should be securedtothe bottom
and sides of basin using t Y landscape staples
SCALE: NOT TO SCALE
POROUS BAFFLE DETAIL
u
P.E.
REVISIONS:
Na BY DATE DESCRIPTION
I GYT 5/I0/I8VALLEY GUTTER
2 LHJ 81.311181 REV PARKING/GRADING
ETAILS
SALVATION ARMY
MOREHEAD CITY, CARTERET COUNTY, NORTH CAROLINA
CLIENT: THE SALVATION ARMY DESIGNED:
GYT/LES
ADDRESS: 1700 ARENDELL STREET DRAWN:
MOREHEAD CITY, NC 28557 GYT/LHJ
PHONE: [phone] CHECKED:
GYT/LES
/ STROUD ENGINEERING, P.A. DATE:5/3/18 5/3/18
107-B COMMERCE STREET
GREENVILLE, N.C. 27858 SCALE:
[phone] LICENSE NO. C-0647 1 "= 30
SHEET 6 OF 6