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TEMPORARY SILT 'WRAP, SEE DETAIL
�� �$ / / £ . / \ STOCK PILE f z. 38. t 1 z" FES w/'! 0'x1 Q'X1'
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AREA �/ ° ° •e t I DISSIPATER
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20' EMERGENCY SPILLWAY
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PROPOSED STORM
ACONSTRUCTION 1t ,.� / o� / / / z £ / ATER RETENTION POND
LIMITS � / � � �
4 > / REROUTE. EXISTING / . // / f I
\ / / sz•j� DITCH TO D'R/�I*z� $�� � / � (j t � FLOOD POOL 36.00
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-CTP CARRERA, IN .� NORMAL Pool -�
l BOOK 1394 PAGE $?8
8oTTOM - 31.00
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$£ -..._. -= = `_`.- .- _ _ - - -- RIP RAP ENERGY
or
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NOW OR FORMERLY
-NORTH CAROLINA AGRICULTURAL FOUNDATION, INC,-
BOOK 1527 PAGE 1070
FUTURE BUILDING TRACT 5
MAP CABINET 2. PAGE 202
EXTENSION
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;. ��'' TOP GRADE 37.5
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-SMITH PROPERTIES OF WILMINGTON, LLC .` � �. � „a C7 go ! !
BOOK 1236 PAGE 1212 ,�, ,
ATCH S
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1 S 68 4114 E 336.17` 7 3� •
CATCH BASIL #1 41.0 k # t {
TOP GRADE 39.00 40.5 CATCH BASIN #4 �` �p • '
INV=36.00 TOP: GRADS ELEV 39.00'
CONSTRUCTION INVERT : 35.9Q t t i k f NOW OR FORMERLY
NWCM ENTERPRISES
LIMITS ► k t t 1 1��
CATCH BASIN #1A # ! r # # 1 ,ry`� BOOK 1189 PAGE 0830
TOP GRADE El EV 39.00' t 1 f Qom°' TRACT THREE
INV = 37.1 Q x3 ag'g 1 t4 , k !
INVERT =36.50 MAP CABINET 25 PAGE 202
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ROAD (SR 7426
DOTE:
1 iiiRE ARE NO WETL NDS ON THIS SITE, 14 m
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2. DIRECT ALL ROOF DRAINAGE TO THE STORMDRAIN
SYSTEM LEADING TO TH RETENTION POND*
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1. INSTALI. TEMP, GRAVEL CONSTRUCTION' ENTRANCES AND SILT
FENCE.
2. BEGIN CLEARING AND GRUBBING
3. REROUTE EXISTING DITCH AND .INSTALL SEDIMENT TRAP AT THE
END.
4. EXCAVATE RETENTION POND TO ACT AS A SEDIMENT TRAP.
5. USE MATERIAL FROM POND AS FILL IF DEEMED SUITABLE.
6. MAINTAIN MEASURES AND GRASS AREAS AS REQUIRED.
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VICINITY MAP
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NOW OR FORMERLY
-K.BX ENTERPRISES, INC.-
NOW OR FORMERLY
-CTP CARRERA, INC.-
BOOK 1394 PAGE 1238
12
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NOW OR FORMERLY
-SMITH PROPERTIES OF WILMINGTON, LLC-
BOOK 1236 PAGE 1212
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An PAYURG
NEW p"Et) ROAD
R/W
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NOTE: THERE ARE NO
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s 68*41"14r E 336.17'
CONSTRUCTION
LIMITS
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(FORMERLY AIR VIDE TRACT)
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PROPOSED STORM
WATER RETENTi:ON POND
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BE RELOCATED FROM
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FUTURE BUILDING
EXTENSION
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NOW OR FORMERLY
-NORTH CAROlINA AGRICULTURAL FOUNDATION, INC.-
BOOK 1527 PAGE 1070
TRACT TWO
MAP CABINET 25 PAGE 202
NOW OR FORMERLY
-WCM ENTERPRISES -
BOOK 1189 PAGE 0830
TRACT THREE
MAP CABINET 25 PAGE 202
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DATE- 09/ 06
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SCALE.- 1 50'
50 25 0 50 100

MWIM
RELOCATED DITCH SECTION
N.T.S.
POND DEMENSIONS 0 NORMAL POOL
SCALE: 1 40'.-01"
10'
VEGETATED SHELF
0 6:1 SLOPE ---1
NORMAL POOL = 35.00
BOTTOM 31.00
_ I. ....._....
=III=I # I=I I I=I i I- 3 MAX FDREBAY
BOTTOM = 31.00
POND SECTION.
DETENTIOWPOND NOTES:
1. RESTORE'- POND TO DESIGN SIZE AND SHAPE UPON COMPLETION OF CONSTRUCTION AND STABILIZATION OF SITE.
2. SEED FOR SLOPES SHALL BE 207o CARPET GRASS, 24% BERMUDA, 207 .TURF FESCUE, 107 CREEPING RED
FESCUE, AND 247 RYE. SEED AT RATE' . QF . 2=-3 #0S PER 1000 SF.
3. THE VEGETATED SHELF SHALL BE PLANTED WITH A COMBINATION OF TWO OF THE FOLLOWING ON 3' CENTERS.
1. CATTAIL
2. COONTAIL
3. SPATTER DOCK
4
NOTE
1. BASIN. FRAME AND GRATE MAY
VARY IN NONESSENTIAL DIMENSIONS.
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4' X 4' PRECAST CONC. BASIN
W/ KNOCKOUT PANELS
ALL 4 SIDES
12* DIA. OUTLET
INV. = 34.90
R A tl-rM DMAD f GALV. OR ASPHALT
4 O.C. EACH WAY LAID
ATTACH SCREE
GALV. LAG. t
ANCHORS
1 /2" OPNG. t
ALUMINUM EXI
METAL SCREE!
2.0" I.D. INLE:
GROUT IN,- PLC
INV. = 35.00
CF
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SECTION ELEVATION
DETENTION POND. OUTLET STRUCTURE
N.T.S.
TOP 36.00
INLET 35.00
BOTTOM 34.50
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TEMPORARY GRAVELLED
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CONSTRUCTION ENTRANCE
OVERFILL. V
FORSETTLEMENT
�-- 2:1 SIDE SLOPE MAX
A SIDE SLOPE MAX
STONE SECTION
TEMPORARY SILT TRAP DETAIL.
OF BANK
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STEEL OR WOOD POST
WIRE MESH FOR STANDARD FABRIC
4 GA. Bx6 MESH !6STANDARD
OR EXTRA STRENGTH
TANFOARD FABRIC w!
ALTER FABRIC
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1__LANCHOR
------ DIRECTION OF WATER FLOW
FABRIC SKIRT
MIN. r DEEP & e WIDE.
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NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF .30" IN WIDTH WITH
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC ' SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE ' OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 4' IN, HEIGHT AND
4" IN DIAMETER. FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE
1" LONG OR TIE WIRES.
TEMPORARY SILT FENCE
NTS
COMPACTED SUBGRADE
NOTE: PAVEMENT SECTION. MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL. COORDINATE
W/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION
N.T.S.
NCDOT
EROSION CONTROL
STONE
A
g a
SEE SITE PLAN STONE SHALL NOT
BLOCK OR IMPEDE
8 PIPE FLOW
SEE SITE PLAN
MIRAFI 600X FILTER FABRIC
SECTION A - A OR APPROVED EQUAL'
FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION
ENERGY DISStPATOR
NTS
TEMPORARY/PERMANENT
GRASS SPECIFICATION SITE WORK NOTES. -'
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1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS.
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2. THE CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL
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RIGHT OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
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STREETS.
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3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
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OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
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CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
LIMITS OF CONSTRUCTION.
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4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
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5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
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BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
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ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
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6. DISPOSAL' CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SNAIL
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BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
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APPLICABLE LOCAL AND STATE CODES.
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7. BORROW MATERIAL. THE SITE WORK CONTRACTOR SHALL FURNISH
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BORROW MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED'
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PERMITS ASSOCIATED WITH BORROW OPERATIONS.
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8. FILL AND COMPACTION: AFTER STRIPPING, THOSE AREAS DESIGNATED TO
VIBRATORY STEEL
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RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON
WHEELED ROLLER TO COMPACT THE TOP 8 TO AT LEAST 98% OF
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MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
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RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY
OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC.
0
FILL MATERIAL 5' OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN
0
LAYERS 7 NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE
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STANDARD PROCTOR MAXIMUM DRY DENSITY {ASTM D--698WITH THE UPPER 12
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INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE STANDARD 'PROCTOR
MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN BUILDING AREAS TO A LINE Q Iwo
OUTSIDE THE BUILDING AREAS SHALL BE PLACED IN LAYERS NOT TO EXCEED 8"
AND COMPACTED TO AT LEAST 98% ' OF THE STANDARD PROCTOR MAXIMUM DRY cc M
60OX MARIFI FABRIC DENSITY (ASTM D--698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING
CLASS B RIP RAP COMPACTED IN 6 INCH LAYERS TO 1007 OF THE STANDARD PROCTOR MAXIMUM
EMERGENCY SPILLWAY
NTS
10.5' OR EQUAL
DRY DENSITY. IN AREAS WHERE ND STRUCTURAL FILL IS TO BE PLACED THE
UPPER 12 INCHES OF IN --PLACE SUBGRADE SHOULD BE COMPACTED TO AT 98%
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OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO
COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED IN
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DRY TO
TOP -= 38.00'
ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS TOO WET TO
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SECURE PROPER COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR
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OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE
cm
CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT THE
SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTESAND SOILS
1
REPORT FOR ADDITIONAL REQUIREMENTS.
3
- 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
ELEV. = 36.10'
CONSTRUCT HIS WORK.
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATION FROM.
SURVEY BY OTHERS, AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
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OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND
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AUTHORITIES.
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14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO
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NCDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
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16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
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17. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.
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EROSION CONTROL
18.- THE CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE .HIS
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MATTING DR SOD
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RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK CONDITION.
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EROSION CONTROL NOTES AND MAINTENANCE PLAN:
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TYPICAL GRASS SWAL E
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N.T.S.
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
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AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE
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LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY'
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TO MAINTAIN ALL PRACTICES AS DESIGNED.
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2. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR AS
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SOON THEREAFTER AS POSSIBLE. ALL EROSION AND SEDIMENT CONTROL PRACTICES
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WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF
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PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANYco
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NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED.
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3. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE CONTRACTOR
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SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY BASIS. THIS WILL
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO. 4 STONE. ANY
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC'
ROADWAYS SMALL BE REMOVED IMMEDIATELY,
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4. INSTALL EROSION CONTROL MEASURES AROUND THE INLETS AS SHOWN ON
THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT THE EROSION
CONTROL AROUND THE INLETS AFTER EACH, RAIN AND MAKE REPAIRS' IMMEDIATELY.
WIRE MESH
REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP TO PROVIDE ADEQUATE
STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE
AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS ' AND ANY
UNSTABLE. SOIL AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE
DISTURBED AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE
AREAS AROUND THE DROP INLETS.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES
0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER.
06066
5' STEEL. POST
6. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
DES.;
JPN
(SELF --FASTENER
HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES SHALL
STEEL. ANGLE TYPE)
BE SEEDED AND STABILIZED WITHIN 15 DAYS.
CKD.:
JST
7. THE STORMWATER POND WILL ACT AS SEDIMENT BASINS AND WILL BE CLEANED
DRWN.:
PAS
OUT WHEN THE LEVEL OF SEDIMENT REACHES 2.0 Fr. BELOW THE TOP OF THE
DATE.
06 0 06
/
RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO
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LONGER DRAINS PROPERLY.
8. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3�
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HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN ALL SLOPES SHALL, BE
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SEDIMENT CONTROL ti `E 9. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF DISTURBANCE. S
STONE 2' NOTES: ALL. SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
1. SEDIMENT CONTROL STONE DENSE VEGETATIVE COVER.LIP
SHALL BE #5 OR #57. 10. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE 'r�.,..........,,•'`�
2. WIRE MESH SHALL BE SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
SECTION A...�.A HARDWARE CLOTH 19 GAGE
MIN. AND SHALL HAVE 1 /4" 11. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
MULTI --DIRECTIONAL FLOW MESH OPENINGS. PROJECT IS COMPLETED.
12. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
TEMP. INLET PROTECTION PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSEOUT.

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2. DIRECT ALL ROOF DRAT AGE TO THE STORMDRAIN � � CL-
SYSTEM LEADING TO THE ; ETENTlON POND.
'Z
CONSTRUCTION SEQUENCE FOR EROSION CONTROL
1: INSTALL. TEMP. GRAVEL CONSTRUCTION ENTRANCES AND SILT
FENCE.
2. BEGIN CLEARING AND GRUBBING
3. REROUTE EXISTING DITCH AND : INSTALL SEDIMENT TRAP AT THE
END*
4. EXCAVATE RETENTION POND TO ACT AS A SEDIMENT TRAP.
5. USE MATERIAL. FROM POND AS FILL IF. DEEMED SUITABLE.
6. MAINTAIN MEASURES AND GRASS AREAS AS REQUIRED.
LEGEND
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PROPOSED CONTOUR
PROPOSED SPOT ELEVATION 0 GRADE
PROPOSED STORM DRAIN
EROSION CONTROL AROUND INLET
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BOOK 1394 PAGE 1238
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NOTE.- THERE ARE NO WETLANDS ON THIS SITE. 4L
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SCALE:
SCALE: 1 50'
50 25 0 50 100
C�

RELOCATED DITCH SECTION
N.T.S.
POND DEMENSIONS 0 NORMAL POOL
SCALE: 1 " -= 40'�--0"
10'
VEGETATED SHELF
0 6:1 SLOPE
.; 3
NORMAL POOL 35.00
ELEV. = 33.33
---i ' 3 -! i I =1 I I I 3
BOTTOM 31,00 1
10
FOREBAY
3 MAX BOTTOM = 31.50
POND SECTION.
DETENTION POND NOTES:
1. RESTORE POND TO DESIGN SIZE AND SHAPE UPON COMPLETION OF CONSTRUCTION AND STABILIZATION OF SITE,
2. SEED FOR SLOPES SHALL BE 20% CARPET GRASS, 24% BERMUDA, 207* TURF FESCUE, 10% CREEPING RED
FESCUE, AND 247* RYE. SEED AT RATE OF 2-3 #'S PER 1000 SF.
3. THE VEGETATED SHELF SHALL BE PLANTED WITH A COMBINATION OF TWO OF THE FOLLOWING ON 3' CENTERS.
1. CATTAIL
2. COONTAIL
3. SPATTER DOCK
4'
NOTE
1. BASIN, FRAME AND GRATE MAY
VARY IN NONESSENTIAL DIMENSIONS.NO
- -
4' X 4' PRECAST CONC. BASIN
W/ KNOCKOUT PANELS F I`r
ALL 4 SIDES
12" DIA. OUTLET
INV. = 34.90
AA a-17c171 DMAQ �GALV. OR ASPHALT
4 O.C. EACH WAY LAID
i
ATTACH SCREEN
GALV. LAG & WI
ANCHORS
1 /2' OPNG. GA
ALUMINUM EXPA
METAL SCREEN
2.0" I.D. INLET
GROUT IN PLACI
INV. = 35.00
CRU!
SECTION ELEVATION
DETENTION POND OUTLET STRUCTURE
TOP 36.00
INLET 35.00
BOTTOM 34.50
A
�oP
COARSE2 30
CONSTRUCTIONTEMPORARY GRAVELLED
ENTRANCE
NTS
OVERFILL 6"
FOR SETTLEMENT
�---2:1 SIDE SLOPE MAX
:1 SIDE SLOPE MAX
STONE SECTION
TEMPORARY SILT TRAP DETAIL
Dlhd NSIONs STOME AREA WEIR LENGTH
1 12'x12'x5' 360CF 4 FT
} --
z
STEEL OR WOOD POST
`^ #
WIRE MESH FOR STANDARD FABRIC
_
°Q
MIN. STANDARD
STANDARD OR EXTRA STRENGTH
FABRIC o
- . U.
FILTER FABRIC
y N
00 a:
f�
DIRECTION OF WATER FLOW
ANCHOR FABRIC SKIRT
MIN. 8" DEEP & 4" WIDE.
L-i Li
NOTES:
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH
30 LB/IN TENSILE STRENGTH FOR STANDARD FABRIC
AND 50 LB/IN FOR EXTRA STRENGTH.
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS
ARE NECESSARY, LAP FABRIC POST TO POST.
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE
SELF --FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND
4" IN DIAMETER. FABRIC SHALL BE FASTENED TO
WOODEN POST WITH NOT LESS, THAN #9 WIRE STAPLE
1 " LONG OR TIE WIRES.
TEMPORARY SILT FENCE
NTS
Z I Tr't I-=-Z kNk UU I
TOP OF BANK 6" TYPE ABC STONE (N DOT)
38.0
ry
COMPACTED SUBGRADE
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION
N.T.S.
NCDOT
EROSION CONTROL
STONE
I1
SEE SITE PLAN STONE SHALL NOT
BLOCK OR IMPEDE
PIPE FLOW
SEE SITE PLAN
MIRAFI 600X FILTER FABRIC
SECTION A - A OR APPROVED EQUAL
FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION
ENERGY DISSIPATOR
NTS
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS.
2. THE CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL
RIGHT OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,'
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT --FILL COMPACTED AS SPECIFIED.
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
APPLICABLE LOCAL AND STATE CODES.
7. BORROW MATERIAL, THE SITE WORK CONTRACTOR SHALL FURNISH
BORROW MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED
PERMITS ASSOCIATED WITH BORROW OPERATIONS.
8. FILL AND COMPACTION: AFTER STRIPPING, THOSE AREAS DESIGNATED TO
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10--TON VIBRATORY STEEL
WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98% OF
MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, SILTY
OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM, OR SC.
FILL MATERIAL 5' OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN
LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95% OF THE
STANDARD PROCTOR MAXIMUM DRY DENSITY {ASTM D--698) WITH THE UPPER 12
INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN BUILDING AREAS TO A LINE
OUTSIDE THE BUILDING AREAS SHALL BE PLACED IN LAYERS NOT TO EXCEED 8"
AND COMPACTED TO AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY
60OX MARIA FABRIC DENSITY (ASTM D--698) WITH THE UPPER 12 INCHES OF SUBGRADE BEING
CLASS B , RIP RAP . � r,,, , , , COMPACTED IN 6 INCH LAYERS TO 100% OF THE STANDARD PROCTOR MAXIMUM
DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED THE
UPPER 12 INCHES OF IN --PLACE SUBGRADE SHOULD BE - COMPACTED TO AT 98%
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO
DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED IN
ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS 'TOO WET TO
SECURE PROPER COMPACTION, IT SHALL BE HARROWED REPEATEDLY OR
OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL OPTIMUM MOISTURE
CONTENT IS OBTAINED. FILL SHALL BE PLACED IN SUCH A MANNER THAT THE
SURFACE WILL DRAIN READILY AT ALL TIMES. SEE STRUCTURAL NOTES AND SOILS
REPORT FOR ADDITIONAL REQUIREMENTS.
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO -
CONSTRUCT HIS WORK.
10, THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
OF EXISTING UTILITIES DURING CONSTRUCTION.
11. EXISTING BOUNDARY, TOPOGRAPHIC AND TREE SURVEY INFORMATIONFROM
SURVEY BY OTHERS, AND PROVIDED BY OWNER.
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
EMERGENCY- SPILLWAY 13, THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE AGENCIES AND
NT S AUTHORITIES.
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO
NCDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
STATE PLUMBING CODES. METER AND TAPS SHALL . MEET ALL LOCAL
REQUIREMENTS:
16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
LINE SWALE w/ 17. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.
EROSION CONTROL - 18-. THE CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
----; '---I I MATTING OR SOD 1--' ' `---` ; '-- RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED CED EARTHWORK CONDITION.
I- O,o�.
TYPICAL GRASS SWALE EROSION CONTROL NOTES AND MAINTENANCE PLAN:
N.T.S. 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. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR AS
SOON THEREAFTER AS POSSIBLE. 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.
s.
3. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO PREVENT
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE CONTRACTOR
SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY BASIS. THIS WILL
A A REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO. 4 STONE. ANY
OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC
' ROADWAYS SHALL BE REMOVED IMMEDIATELY.
4. INSTALL EROSION CONTROL MEASURES AROUND THE INLETS AS SHOWN ON
THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT THE EROSION
CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE REPAIRS IMMEDIATELY.
-- 1 /4" WIRE MESH REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP TO PROVIDE ADEQUATE
STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE
AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY
UNSTABLE SOIL AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE
DISTURBED AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE
AREAS AROUND THE DROP INLETS.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES
0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER.
5' STEEL POST 6. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
(SELF --FASTENER HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES SHALL
STEEL ANGLE TYPE) BE SEEDED AND STABILIZED WITHIN 15 DAYS.
7. THE STORMWATER POND WILL ACT AS SEDIMENT BASINS AND WILL BE CLEANED
OUT WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FT. BELOW THE TOP OF THE
} r}; RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO
LONGER DRAINS PROPERLY.
8. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
�41\Z IN,i�` �` / ���/,�������,��/,�fl La w /,�J�/,���/, /.�� tiff/,���1,���/.���/.���/.���/,�� HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES SHALL BE
w SEEDED AND STABILIZED WITHIN 21 CALENDAR DAYS.
uj
SEDIMENT CONTROL J 9. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 1 �' S DAYS OF DISTURBANCE.
STONE L`- 2' NOTES: 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.
1. SEDIMENT CONTROL STONE
SHALL BE #5 OR #57. 10. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
2. . WIRE MESH SHALL BE SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
SECTION A --A HARDWARE CLOTH 19 GAGE
MIN. AND SHALL HAVE 1 /4 11. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
MULTI --DIRECTIONAL. FLOW MESH OPENINGS. PROJECT IS COMPLETED.
12. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
TEMP. INLET PROTECTION PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSEOUT.
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BRUNSWICK COUN IKONOMIC DEVELOPMENT _ y -
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CORPORATION ��- 34.40 I W
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- I
DWC FL OXXXXXXX, PLOT:x

---v Pvc PO
r DISGIAB6E PIPE
aW OUTSIDE SPACE 91
Y BATE VALVE
EXCAVATION TO CEIW D190t.
- ----r OW VALVE
PPE 01 POSMON
PUMP(SI
TANK
ACCESS
HATCH
32WX48b W/
BILCO #0-6AL
OR APPROVED
EQUAL
180d., 30 PVC VENT
W/ GALV, SCREEN
40 DIAMETER
INFLUENT LINE PLAN
VENT
HATCH
'I
MIN. -1
HANDLE
STEPS,
0 120 O.C.
01
PUMP DIS.
ELEC. NOTES & SPECS.
SYSTEM GROUND 1#8 CU.11/20 C. W/ 3/4" CU.
CLAD DRIVEN GROUND ROD
SERVICE 100 A 1 3PH. 4W,120/24OV.
PANEL IOOA. 3PH. MLO CU BUSS, NEMA 0 ENCL.
W/ LOCKABLE DOOR, NQOB
CIRCUITS: 1-3P, 75A BKR,3#4, W/GRND,CONTR. CAB.
1-1P, 20A SKR12#12, W/GRND, RECPT.
1-1P, 20A BKR,2#�12, W/GRND, ALARM
1-1P, 20A BKR, SPARE
THE RE:CE:PT.IS MTD. ON SIDS OF POWER PANEL
OR AS REQD, AND W/ WATER PROOF COVER
PROVIDE SEAL -OFF FITTINGS ON ALL CONDUITS
CONNECTING TO LIFT STA.-GAS TIGHT
PROVIDE NEMA 4X CONTROL PANEL W/ HOA SWITCH
SYST. DUPLEXER, STAGGER START, VISUAL HIGH
WATER ALARM b 90 db AUDIBLE ALARM, HORN
NOTE: THE CONTRACTOR SHALL VERIFY AVAILABLE
POWER, VOLTAGE, ETC. PRIOR TO ORDERING
EQUIPMENT & ADJUST CIRCUITS AS REQD.W/ENG
APPROVAL. ALL WORK PER CURRENT NEC.
SEE SITE PLAN (ELECT FOR ELEC. SOURCE.
ALARM LIGHT, MAY ROTATE BOd INCREMENTS
�oLmPSjANEL,NEMA 0
CONDu
UNISTRUT AVY DUTY HOT DIP GALV.
FRAME, BURY, 120 bIA. CONC. ENCASE.
Is
4 EL
L " F.M. BEE: 8HT. Cl
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OR CONTINUATION
2
4
i --
80 PRECAST WET WELL
RAIL
4'-00
41-01
SY�ST1�
(2I, MYERS WGL-20, 2HP GRINDER
SECTI
25 GPM G 25 TDH
I'r l
ALARM LEVEL
TURN ON LEVEL, TWO PUMPS
Q
TURN ON LEVEL, ONE PUMP
LI F T STATION
M
TURN OFF LEVEL
NTS
STATION -
NTS
NCDOT
EROSION CONTROL
STONE
A O A
o � �
F
BLOCKING
DIMENSIONS
PIPE SIZE
a
UP TO 101
4'-0"
1211 TO 18"
5'-0"
4'-0"
2'-O"
IS" TO 24"
81-0II
61-0n
31-00
s>N�
. • �•. son.
SUCTION - PLUG
PLAN - Dt!ND
� ruram wa
PLAN - TEE SECTION - BEND 8 TEE
CONCRETE BLOCKING
1-1/20 TYPE 1-2 (NCDOT,
-6" ABC STONE (NCDOT)
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER 6 GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEMENT SECTION,
NTS
LIGHT DUTY
2" TYPE 1-2 (NCDOTj
2" BINDER (NCDOTl
-8" ABC STONE (NCDOT)
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAV"EME'NT StCTION
NCDOT DUTY
00- SEE SITE PLAN STONE SHALL NOT
BLn m IMPEDE
PIPE FLW
it
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SEE SITE PLAN
SECTION A - A NIRAFI 60OX FILTER FABRIC
OR APPROVED EQUAL.
NOTEt FILTER FABRIC AND STONE SHALL BE TOED UNDER FLARED END SECTION
ENERGY DISSIPAT01
ag
2-2 1/2a HOSE NO
4 1/2" PUMPER CONNECTIOt
FACE TO CENTER LINE
OP STRUT
WORD 'WATER" ON COVERt
C.I. VALVE BOX --
GATE VALVE MIN. SIZE 60
TURN RIGHT TO OPEN
2" TYPE 1-2 INCDOTI
--8" ABC STONE (NCDOT)
NOTE: PAVEMENT SECTION MAY VARY
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
PAVEEWEENT SECTION
NTS
HEAVY DUTY
TYPICAL GRASS SWALE
N.T.S.
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT OF
EET S REMENTS AS
T ON TOLEXISTING STREQUIREMENTS
T'O TRAFIFIC CONTROL AND CONNEAND
3. CLEARING AND GRUBBING: REMOVE ALL TREES STUMPS ROOTS
SHRUBBERY ASPHALT CONCRETE STRUCTURES 'BURIED STUMPS,
STORAGE TANKS, ETG'. WITHIN LIMITS OF CON�TRUC N.
4. STRIPPING: BEFORE EXCAVATING OR FILLING REMOVE ALL TOPSOIL,
WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5, MUCKING: REMOVE ANY SOFT ORGANIC SILT MATERIALS AND EXISTING
BURIED CONSTRUCTION DEBRIS' AS REQUIRED AND FILL TO SUBGRADE
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS 'SPECIFIED.
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6.
DISPOSAL: CLEARED, GRUBBED STRIPPED OR EXCAVATED SPOIL SHALL BE
WITH
acre
REMOVED FROM SITE AND DISPOSED F IN ACCORDANCE ALL
Q
APPLICABLE LOCAL AND STATE CODES.
7.
BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW MATERIAL
REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED
WITH BORROW OPERATIONS.
m
8.
FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS 'DESIGNATED TO
WITH STEEL
z
z
FILL SHOULD BE PROOFROLLED A 10-TON V15RATORY
8 TO AT LEAST 8% OF MAXIMUM
v�i
WHEELED ROLLER TO COMPACT THE TOP
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
0
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP,
-.
SM OR SC, FILL MATERIAL SHALL THEN BE PLACED IN LAYERS NOT TO
°
EXCEED 8 AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY ASTM D-698j, WITH THE UPPER 12 'INCHES OF
PROCTOR MAXIMUM
"Q
SUBGRADE BEING COMPACTED TO 98/• OF THE STANDARD
u
DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED
THE UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO
AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE
MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER
SHALL BE WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF
THE MATERIAL IS TOO WET TO SECURE PROPER COMPACTION IT SHALL BE
HARROWED REPEATEDLY OR. OTHERWISE AERATED WITH SUITABLE EQUIPMENT
UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED
IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL
0
TIMES.
9°
LAYOUT. THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
CONSTRUCT HIS WORK.
10.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
>n
EXISTING UTILITIES DURING CONSTRUCTION.
11.
EXISTINGINFORMATIONIBY
z
UNDERWOOD & ASSOCIATES AND YOWNER.SURVEY
12.
THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE,
0
13.
THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE
uj
AGENCIES AND AUTHORITIES.
w
14°
ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO
NCDOT STANDARDS,
15.
WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
� U
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
REQUIREMENTS.
Od " ::
16.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
V)
ad
TOOLED
17.
SEE GEOTECHNICAL REPORT - N/A
Z
' IS.
CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
U Od
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK
u Im
CONDITION,
19.
REINF. CONE, PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR
"RAM NECK'. INSTALL PER MANUFACTURER'S REQUIREMENTS.LO
o
20.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
rn
SHALL BE A CHLORINATED RUBBER ALKYD FS TT-P-115, TYPE III,
W M M
FACTORY MIXED, QUICK DRYING, NON-BLEEING.
M M
10ICULAItOt# 21.
D"�''T
NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1' VERTICAL TO
zoo
3 HORIZONTAL.
Y o rn T-
PLAN 22. ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF < w
DISTURBANCE. z z
. NJpx
ALK
� Pot Go23, ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE rn 3r. i tZ
QJ CONCReTepoi °'t TO°4°w U* rR PROJECT IS COMPLETED.
ap, � ua.�
.••••• � 24. SHOWN ON NTHISTPMAN ARE NOT EFFECTIVE TO HALT EROSION IF THOSE
�o • - (3
25. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR
Z
axe -ono W.M.w.ACTED
sueexADe AS SOON THEREAFTER AS POSSIBLE. -.-
60 MIN. SECTION '" °" 26. CONSTRUCT THE DROP INLETS WITH PROTECTION TO ACT 'A5 A SILT BASIN
2" - 30 �� CONCRETE SIDEWALK CONTROL JOINT DURING CONSTRUCTION. v
COARSE AGGREGATE �
27. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE 0
1120 ASPHALTIC PReFORMCD 9"R ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY. W
EXPANSION JOINT
,z� 28, REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL Z
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE-
..-... $ T"EMPORARY GRAVELLED .: --- OUT.
ENTRANCE
exe-1ono w.w.M 29. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS Z
CONST�'UCT'ION UBGRAOCD �" ��_, „� OF NEW WASTE AND WATER LINES. W
SU60RAOI: LI
SECTION
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL_
HYDRANT TC
HAVE BREAK
r SECTION OR
REMOVABLE
BARREL
BURY LINE PLUSH WITH
H
FINISH GRADE
LCONCRET'L` PAD
1s" x 1811 x 61,
NOTE:
1-DUCTILE IRON PIPE
REQUIRED ON ALL HYDRANT
BRANCH LINOS
HYDRANTS SHALL BE:
STANDARD BRUNSWICK CO,
GUIDELIN ES FOR
STANDARD HYDRA T
FOR RID ONLY
DO NOT USE
FOR CONSTRUCTION
DESIGN
SETTLED
TOP - %
1 FT. THICK LAYER OF 1
5' MIN.
NCDOT EROSION CONTROL
STONE CLASS B
CROSS SECTION
a 4*
ti�
FILTER FABRIC
12' WEIR LENGTH
OVERFILL 611
FOR SETTLEMENT
'\- 2:1 SIDE SLOPE MAX
SIDE SLOPE MAX
STONE SECTION
TEMPORARY SILT TRAP DETAIL
Utz % iyya
DATE PRINTEll
TEMPORARY EROSION CONTROL
GRASSING DETAIL
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
REASONABLY SMOOfH AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
I* SEE BELOW)
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM
SEED BED IS PREPARED 4-6 INCHES DEEP.
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH,
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING
WITHIN THE PLANTING SEASON IF POSSIBLE, IF GRASS STAND SHOULD BE
OVER 60% DAMAGED RC -ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATE9.
8. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
*APPLY: AGRICULTURAL LIMESTONE - 2000 lBS/ACRE
MULCH �Z 2R NS ��APPROX 80 BALE31 SMALL GRAIN STRAW/ACRE
ANCHOR -TACK w! LIQUIU ASPHALT A 400 GAL/ACRE OR
EMULSIFIED ASPHALT ! 400 OAUACRE
SEEDING SCHEDULE
QAIE. P.69D!!GI BRIE
AUO 15 - NOV t TALL FESCUE 90 LDS/ACRE
NOV 1 -MAR 1 RYE (GRAIN) 120 LBS/ACRE
MAR t- JUN 30 PENSACOKLpA �BpANAIGRASS 60 LBS/ACRE
KOBE1�4CARiFIEDI LeSPEDZA 80 LDS/ACRE
COMMON BERMUDA GRASS 50 LBS/ACRE
(HULLED)
DULY i - AUG 15 COMM?HU L EDI UDA GRASS 50 L&4/ACRE
BROWNTOP MILLET 20 LB5/ACRE
ALL DISTURBED ARES SHALL BE SEEDED WITHIN 30 DAYS OF THE
COMPLETION OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNINCa OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
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1
SITE!
•y l
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VICINITY,IMAP
N#T*
0 A
j All; ;;; n a•q.
40,1' ` J
611 CONCRETE PAVEMENT
....
39.05 \ :�
aim30.0
,eedxl, :l
n,a.•
•9•(; :aa. ti QjROLLS tni X LE ti by ... .... � •!, „� r,,
+" 34.0
37 .� ;
6 jt';a,:r. i
CATCH BASIN A:;��.s'r: ... t'
TOP 36.90. �, 1 �t
INV. 35.0 f _
- 'C, t /� ��+.vi`' .� + t� •�d;,i'. 1;'w•f��Y•K•~• ••
.'}.
<< , .... ' ;
i ti l ' s: , �• y . t ;i .:..:. .'.'.'.'...... 07
....
7.0
PROPOSED BUILDING '
41.0 3.0
F �•I F.E.S.
NV. 34.5
41.0 is W/ 10, X 15, X 11
i 1 9 .0 RIP RAP ENERGY
`s>� I 1 Kok' iQ,DISSIPATOR
..... ... 6011?
40.0 f V SIDEWALK c°
40.0 { ,
LIFT STATION Y . i. .. r
...w. `. ..... a
t ; % as
( 'F� l . .
e�
i METER \...
a .......
40.0
i
40.3 °'R
/ -INV. = 56.5
LEGEND
PROPOSED CONTOUR
EXISTING CONTOUR
38.0 PROPOSED SPOT ELEV.
:t EXISTING SPOT 'ELEV.
- ► SWALE
x LIGHT DUTY
HEAVY DUTY
��� 2411 X 811 TAPPING SLEE iE
}
IN,
AND VALVE. (VERIFY
1 TING LINE SIZE) / A.C. Goy1.2JcT�o
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97140.
Des. JPN
DRWN. KFD
DATE 5/14/97
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• 11966
966
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ELEC. NOTES & SPECS,
SYSTEM GROUND 108 CU.11/211 C. W/ 3/4" CU.
CLAD DRIVEN GROUND ROD
WN. VALT E 501 SERVICE 100 A., 3PH. 4W,120/24OV.
��104LL KO"
PANEL t00A. 3PH. MLO CU BUSS, NEMA 3R ENCL.
W1 LOCKABLE DOOR, NQOB
CIRCUITS: 1-3P, 76A BKR,3#4, W/GRND,CONTR. CAB.
1-1P, 20A BKR12#12, W/GRND, RECPT.
1-1P, 20A BKR12#12, W/GRND, ALARM
IRtt M PlbDil VALVE
iTw 1-1P, 20A BKR, SPARE
L
THE RECEPTJS MTD. ON SIDE OF POWER PANEL
OR AS REQD, AND W/ WATER PROOF COVER
6' ffi%WBE PIPE
PROVIDE SEAL -OFF FITTINGS ON ALL CONDUITS
AUDW OUTM SPAM IN
il:SYST.
TE VALVE
CONNECTING TO LIFT STA.-GAS TIGHT
fXCAVAnoN TO Carr DMM
PIPE III POSITION
VALVE
PROVIDE NEMA 000NTROL PANEL W/ HOA SWITCH
DUPLEXER, STAGGER START, VISUAL HIGH
WATER ALARM & 90 db AUDIBLE ALARM, HORN
PUMPS)
NOTE: THE CONTRACTOR SHALL VERIFY AVAILABLE
-
POWER, VOLTAGE, LTC. PRIOR TO ORDERING
EQUIPMENT & ADJUST CIRCUITS AS REQD.W/ENG
..
APPROVAL. ALL WORK PER CURRENT NEC.
SEE SITE PLAN (ELEC) FOR ELEC. SOURCE.
TANK
{
t.
i
ACCESS
'
T9
Slllx4Ah wi
BILCO #Q-6AL
OR APPROVED
EQUAL 180d., 3" PVC VENT
W/ GALV. SCREEN
100 DIAMETER
INFLUENT LINE PLAN
ALARM LIGHT, MAY ROTATE 90d INCREMENTS
ONTROL PANEL,NEMA 4X
VENT --
CONDUITiS)
HATCH
UNISTRUT HEAVY DUTY HOT DIP GALV.
FRAME, 96' BURY, 12N bIA. CONC. ENCASE.
611 MIN. HANDLE Go
48" X 481 FRAME AND COVER (MIN.)
-SEE
EL 27.8
am mr
..
:,
NOTE 8
:,
Lim
6" CONCRETE CAP
'
W/ 2 NO. 4 RODS
±.
CONT. IF C.M.U. CONSTRUCTION
.:.
, .
31 MI
q.
STEPS,
.l ti
2" PVC MIN. DIX DRAIN
:�
6 1211 O.C.
::
r
SLOPE TO WETWELL WITH 101
TRAP OR FLAP VALVE IN WCTWELL
'
R44a
n
7
;
611 TEE
PUMP DIS.
r:
611 CONC. BASE
L 15.5
4Now
gum
H F.M. SEE SNT. C-4
3 `+
-
N
t•
OR CONTINUATION
2
�
-
8'-0" DIA STAY -RIGHT
EL 14.OQ M 7�
PRECAST WET WELL
4
EL 12.00
.. •
; ,
LIFT OUT RAIL
a,-Ou
81-011
MTEW
12), MYFRG 4vv, 7 1/2 tit' TO rumr
SECTION
180 GPM s 60 TDH
ALARM LEVEL
3 1 TURN ON LEVEL, TWO PUMPS
2Q TURN ON LEVEL, ONE PUMP
LIFT STATION
0 TURN OFF LEVEL
NTS
LIFT STATION-
NTS
2-2 1/211 HOSE NOZZLES
4 1/211 PUMPER CONNECTIO
PACE TO CENTER LINE
OP STREET
,
HYDRANT TO
HAVE BREAK
SECTION OR
WORD 'WATER« ON CO
REMOVABLE
BARREL
•BURY LINE PLUSH WITH
I
FINISH GRADE
C.I. VALVE Box
OATS VALVE MIN. SIZE 61,
TURN RIGHT TO OPEN
DRAIN
CONCRETE PAD
IVx16"x6"
NOTE:
1-DUCTILE IRON PIPE
REQUIRED ON ALL HYDRANT
BRANCH LINES
HYDRANTS SHALL BE:
STANDARD BRUNSWICK CO.
GUIDELINES
FOR
STANDARD
HYDRANT
BLOCKING
DIMENSIONS
PIKE SIZE
®
®
Q
UP TO V
41-ON
211-60
1'-6"
12H TO 18s
5'-OR
4'-0p
21-00
181 TO 24s
W-ON
G1-09
31-09
SECTION - PLUG
PLAN - BEND
�Aperlu
PLAN - TEE SECTION - BEND CI:
CONCRETE BLOCKING
WM PAVEMENT SECTION MAY VARY
DePCN m W" 1w coN nww
CON"tACM SH&L COOPSMM
w/OWNER & NOTCCHM M.
EI!NII! m TO DETERMINE
ACT11M. PAVEMENT SICCTION.
PAVEMENT SECTION
we
LIGHT DUTY
, /I
ail $ 25t
TYPICAL GRASS SWALE
N.T.S.
! i-9 a CONTROL
STONE
1 t SIX Km SHALL NDT
_,--STOW
R= OR !KK
PIPE FLOW
SE SITE PLAN
60OX FILTER FAIR
OR APPROVED EQK
1
I , , „ ,. .M!1
ENERGY
DISSIPAT
WS
TEMPORA
CONSTRUC
•'f�'fI't'�i�/ ��ff��/�fN •f�•II�'�i�I��!fI��1•� i0!
..,•i,��..f f • f f•�f�i
OR^Vft MUM
i fI•L�t�Of�•fi�%��f�f*"VOL PILTICA
•t•I� ••.t•.�i)
••�ii■--,� i'- •�-iI-II-•n a � ii ��
..all STNLCTUN
1 1/20 TYPE I.1 01cDO1
,-- r MC STONE 0! 0'"
NOTES PAVEMENT SECTION MAY VARY
DEPENDINs " !'ICED CONDmONB.
CONTRACM WAU COORDINATE
w/Ovam l
eWUMR TO DETERMINE
ACTUM- PAVEMENT SECTION.
PAVEMENT SECTION
NTS
HEAVY DUTY
Z
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a.
SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH v m
FIELD CONSTRUCTION CONDITIONS. 0
2. CONTRACTOR SHALL COORDINATE WORK o (n
PR�wE AND �►TE (JUO� WITHIN NCDOT AND LOCAL RIGHT OF tr
WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY REQUIREMENTS AS o
HER� TO TRAFFIC CONTROL AND CONNECTION TO EXISTING STREETS. W
3. CLEARING AND GRUBBING: REMOVE ALL TREES, STUMPS, ROOTS
SHRUBBERY ASPHALT CONCRETE STRUCTURES BURIED UTILITIES rn
STORAGE-1 JANKS, ETd. WITHIN LIMITS OF CONSTRUCTION.
4. STRIPPING: BEFORE EXCAVATING OR FILLING REMOVE ALL TOPSOILBASIN, MW AND
Z
GUTE MAY VARY IN WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. '
PLAN NONesaem & DIIENSIONS. 0
5. MUCKING: REMOVE ANY SOFT ORGANIC SILT MATERIALS AND EXISTING
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE J O
ELEVATIONS WITH A CLEAN SELECT FILL COMPACTED AS SPECIFIED. 0
.
CLEARED, GRUBBED STRIPPED OR EXCAVATED SPOIL SHALL BE m
FR,�IE AND eRATt �- 6. DISPOSAL:
R MOVEa FOM SITE AND DISO D OF C R >�
.� � � A , � ,r IN A ,. CO..O . WITH L
z-
PLICXBLE� ,r ,., ... �w bAN � H AL,.�LOCAL >N TTE E.
PRECAST CONC. BASIN
C) (3
4SI O� PAN 7. BORROW MATERIAL; THE CONTRACTOR SHALL FURNISH BORROW MATERIAL
REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS ASSOCIATED ~
OUTFLOW PIPE - WITH BORROW OPERATIONS. �.
8. FILL AND COMPACTION AFTER STRIPPING THOSE AREAS DESIGNATED TO
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL
WHEELED ROLLER TO COMPACT THE TOP 811 TO AT LEAST 98% OF MAXIMUM
DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, o 0
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP,
COMPACTED SUbGRADE OR V SM OR SC FILL MATERIAL SHALL THEN BE PLACED IN LAYERS NOT TO Q-. Z
SECTION CNACD STONE. EXCEED 811 AND COMPACTED TO AT LEAST 95% OF THE STANDARD PROCTOR
MAXIMUM DRY DENSITY (ASTM
D-698 WITH THE UPPER 12 INCHES OF Lu Of SUBGRADE BEING COMPACTED TO 98,E OF THE STANDARD PROCTOR MAXIMUM
�- DRY DENSITY. IN AREAS WHERE NO STRUCTURAL FILL IS TO BE PLACED � O Z
THE UPPER 12 INCHES OF IN -PLACE SUBGRADE SHOULD BE COMPACTED TO
AT LEAST 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE Q
CATCH BASIN DETAIL MATERIAL IS TOO DRY TO COMPACT TO THE REQUIRED DENSITY EACH LAYER
SHALL BE WETTED IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF �---
THE MATERIAL IS TOO WET TO SECURE PROPER COMPACTION IT SHALL BE Q
HARROWED REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT
UNTIL OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED
IN SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL,
TIMES.UJ
1H
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO (�
CONSTRUCT HIS WORK,
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
EXISTING UTILITIES DURING CONSTRUCTION. ui '� ~
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
MIKE UNDERWOOD & ASSOCIATES AND PROVIDED BY OWNER.
# root= 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF RELOCATION
OR DISCONNECTION OF ALL EXISTING UTILITIES WITH APPLICABLE
�? ArFNCIFS, ANC_) AUTHORITTC-0, Iu w
14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO w
NCDOT STANDARDS. � n
� t- cJ r7 r7
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND cn z
STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL ^^
."Ill , � REQUIREMENTS. Y z o o
ALA" 16, ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. Quj
17. SEE!GEOTECHNICAL REPORT - N/A z z
••;.--l---r-
o Q
18. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS °' I.
.a�„o ww «...AcTwRESPONSIBILITY. PLANS DO - NOT REPRESENT A BALANCED EARTHWORK
f CONDITIOIN,
SC'TiON '
CONCRETE SIDIrwA" comrim -tomT 19. REINF. CONC, PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR
VP nC ►NWVOM >wl RAM NECK". INSTALL PER MANUFACTURERS REQUIREMENTS. U
:` 20. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT Z
•F
• SHALL BE A CHLORINATED RUBBER ALKYD FS TT-P-115, TYPE III, --
„�,o,,,,� FACTORY MIXED, QUICK DRYING, NON-BLEEbING. p O
aawlaos � _ �
SECTION 21. NO CUT OR FILL $LOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTIC'AL TO
WHEEL CHAIR RAMP 3 HORIZONTAL.
22. ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF W
TYPICAL SIDEWALK AND DISTURBANCE,
ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE W
WHEEL CHAIR RAMP DETAIL 23. PROJECT IS COMPLETED. z
24. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE n 0
SHOWN ON THIS PLAN ARE NOT EFFECTIVE. U Z
25. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR W
AS SOON THEREAFTER AS POSSIBLE.
26. CONSTRUCT THE DROP INLETS WITH PROTECTION TO ACT AS A SILT BASIN U 0
DURING CONSTRUCTION. Z
27. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE. REMOVE 0
ACCUMULATED SILT AS NEEDED TO KEEP THEM FUNCTIONING PROPERLY. f'-
28. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSE- D
OUT.
29. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS Z
OF NEW WASTE AND WATER LINES. Q
0
U
1 FT. THICK LAYER OF 5' MIN.
NCOOT # 57 STONE 1 1
X
Q
TORAGE AREA 1� ?�
O
NCDOT EROSION CONTROL � 97140
STONE CLASS B FILTER FABRIC
CROSS SECTION Des. JPN
DESIGN DRWN. KFD
SETTLED OVERFILL 6:1
TOP 1��
FOR SETTLEMENT DATE 5/14/97
- - - - -- it
WEIR LENGTH
1 e ' J �r'Y
FILTER FABRIC -� - 2.1 SIDE SLOPE MAX
U
1;1 SIDE SLOPE MAX f
3 MIN
STONE SECTION
TEMPORARY SILT TR
AP. DETAIL 'y )