SW8090310_Approved Plans_20161230

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LEGEND
EXISTING
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RIGHT OF WAY
+ + + +
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LIMITS OF DISTURBANCE
SEDIMENT FENCE
MAJOR CONTOURS
MINOR CONTOURS
fm
FORCEMAIN
PLUG VALVE
REDUCER
COMBINATION AIR VALVE
CLEANOUT
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GRAVITY SEWER
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WATER LINE
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WATER METER
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FIRE HYDRANT
STORM PIPE
DITCH
CATCH BASIN
TEMPORARY INLET PROTECTION
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OVERHEAD ELECTRICAL
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UNDERGROUND ELECTRICAL
UTILITY POLE
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TELEPHONE PEDESTAL
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UNDERGROUND TELEPHONE
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FIBER OPTIC MARKER / 'PEDESTAL
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FIBER OPTIC
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FENCE
TREE LINE
MAILBOX
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EXISTING IRON PIPE
TEMPORARY ROCK CHECK DAM
LIGHT
EDGE OF PAVEMENT
SIGN
C.4.8
PLAN & PROFILE
STA.
97+`1y0TO
110+00
C.4.9 .
PLAN &PROFILE
STA.
110400TO
124+00
C.4.10
PLAN & PROFILE
STA.
124�00TO
138+00
C.4.11
PLAN &PROFILE
STA.
138+00TO
151+00
C.4.12
PLAN &PROFILE
STA.
151+00
TO164+50
C.4.13 -
PLAN & PROFILE
STA.
164+50TO
178+ 00
C.4.14 -
PLAN &PROFILE
STA.
178+00TO
190+i 08
G5.1
DETAILS
C.5.2
DETAILS 2
C.5.3
DETAILS
C.6.1
HARRIS TEETER
PUMP STATION
DEMOLITION PLAN
C.6.2
HARRIS TEETER
PUMP STATION
IMPROVEMENTS
C.6.3
LOWE'S PUMP STATION DEMOLITION
PLAN
El -
ELECTRICAL SHEET 1
E2
ELECTRICAL SHEET 2
PROPOSED
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BEFORE YOU DIG!
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DATE.- JUKE 24) 2016 SHEET C. 1. 1 PROJECT NO. 4 1. 1"75

SURVEY CONTROL
BENCHMARK
NORTHING
EASTIN
1
1 SHIRT
259,402.92
2,420,004.05
2
GARDEN
261, 503.91
2, 421, 732.17
3
FLEA
26 3,179.01
2, 425, 230.68
4
Z 116
263, 427.56
2, 425, 705.44
5
CLENNIE
264,163.55
2,426,588.86
6
KOTTAGE
262,921.45
2,433,764.75
7
IX 229
262,759.61
2, 433, 821.47
8 IKOTTAGE
AZ MKI
262,128.07
2,433,854.59
COORDINATES BASED ON NCGS PUBLISHED COORDINATES
SURVEY CONTROLtK
'CLENNIE'
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SURVEY CONTROL
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SURVEY CONTROL
'FLEA'
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PROPOSED
FORCEMAIN
PROPOSED
GRAVITY /
SEWER
0
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k 41
SHEET INDEX
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NC ONE CALL
(TOLL FREE)
0
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IT'S THE LAW!
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SCALE: 1 " = 500'
500' 0 500'
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION.
C..4- • ,4
SURVEY CONTROL ---
'KOTTAGE'
SURVEY CONTROL
C.1.1 -
COVER &SHEET INDEX
JV V x'zzs
C.2.1 -
OVERALL SITE PLAN
C.3.1 -
GRAVITY SEWER IMPROVEMENTS
C.3.2 -
EXISTING FORCEMAIN CONNECTION
SURVEY Eoirreo�-
C.4.1 -
PLAN & PROFILE STA.
0+00 TO 14+00
C.4.2 -
PLAN & PROFILE STA.
14+00 TO 28+00
C.4.3 -
PLAN & PROFILE STA.
28+00 TO 42+00
C.4.4 -
PLAN & PROFILE STA.
42+00 TO 56+00
�
C.4.5 -
PLAN & PROFILE STA.
56+00 TO 70+00
V
C.4-6 -
PLAN & PROFILE STA.
70+00 TO 84+00
2
C.4.7 -
PLAN & PROFILE STA.
84+00 TO 97+00
C.4.8 -
PLAN & PROFILE STA.
97+00 TO 110+00
C.4.9 -
PLAN & PROFILE STA.
110+00 TO 124+00
C.4.10 -
PLAN & PROFILE STA.
124+00 TO 138+00
C.4.11 -
PLAN & PROFILE STA.
138+00 TO 151 +00
C.4.12 -
PLAN & PROFILE STA.
151 +00 TO 164+50
CA - 13 -
PLAN & PROFILE STA.
164+50 TO 178+00
CA ' 14 -
PLAN & PROFILE STA.
178+00 TO 190+08
C.5.1 -
DETAILS 1
C.5.2 -
DETAILS 2
C-5.3 -
DETAILS 3
(C.6-1 -
HARRIS TEETER PUMP STATION DEMOLITION PLAN
C.6.2 -
HARRIS TEETER PUMP STATION IMPROVEMENTS
C.6.3 -
LOWE'S PUMP STATION DEMOLITION PLAN
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ELECTRICAL SHEET 1
� /E2 -
ELECTRICAL SHEET 2
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PROJECT
END
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CONTRACTOR SHALL CONNECT
c PROPOSED 8' FORCEMAIN1° TO EXISTING
8 FORCEMAIN WITH TWO 45° DIP MJ
BENDS WITH THRUST BLQPK
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C.5.1
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SEWER FROM LOWE'S
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p .SCALE: 1 „ � 50'
50 0 50
SCALE OF MAP MAY VARY
DUE TO METHODS OF REPRODUCTION, --
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-' BEFORE YOU DIG! D.B. 3732, � PG. 242 -.. �-- --
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V. IN 42.73 ( 1 MH_1
/ f EASEMENT (15 FROM /
PROVIDE TRAFFIC CONTROL f INV. OUT 42.63 PROPERTY LINE) 1 RIM 55.55'
/ AS NECESSARY INV. IN 45.89'
{ / / INSTALL APPROX. 252 L.F.
!` OF 8" PVC (DR 35) INSTALL APPROX. 255 L.F. INV. OUT 45.79'
r1 EXISTING MANHOLE GRAVITY SEWER C� 1,20% OF 8" PVC DR 35 f (INCLUDE TWO 6" STUBS
f= RIM 49.02' ( } f PER DIRECTION OF
I GRAVITY SEWER @ 1.20%
INV. IN 31.93' (EXISTING 12") / ► / 1 ENGINEER) /
� �, I
INV. IN PROPOSED
NOW OR FORMERLY f f EXISTING MANHOLE
39.71 (BEFORE DROP) WEINGARTEN INVESTMENTS INC
f 31.93' AFTER DROP / RIM 57.00'
D.B. 3732, PG. 242 INV. IN 45.59' (EXISTING)
/ INSTALLED AS DROP MANHOLE --'�
I SEE DETAIL r I INV. OUT 45.49' (EXISTING)
} 4 / / /
INV. .OUT 31.83 (EXISTING) I r i {CAP EXISTING INLET AND /
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FILL MANHOLE WITH SELECT FILL)
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NOW OR FORMERLY
NOW OR FORMERLY r NOW OR FORMERLY
(WEINGARTEN INVESTMENTS INC / BURKE ALSTON ESTATE /
{ f I D.B. 3732., PG. 242 � D.B. 569, PG 18 � ,�� WEINGARTEN INVESTMENTS INC
I - D.B. 3732, PG 242
i / 1 I C(D S
f: EXISTING 'LOWE'S PUMP STATION''<D
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f / (SEE SHEET C.6.3 FOR. — -- /
I �, : ' / DEMOLITION DETAILS AND
I FORCEMAIN CONNECTION) / /
RM
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APPROX. 51
HORIZONTAL: 1" = 50'
VERTICAL: 1" = 5'
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INSTALL APPROX.
255 L.F.
INSTALL
APPROX.
252 L.F.
SEV ER FROM
LOWE'S
OF 8" PVC (DR 35)
OF 8"
PVC (DR 35)
GRAVITY SEWER
@ 1.20%
GRAVITY
SEWER @
1.20%
3
35
30
s
30
3+00
GENERAL NOTES:
(1) TOPOGRAPHICAL INFORMATION OBTAINED BY NCDOT CONTOUR DATA, INFORMATION PROVIDED FOR ENGINEERING DESIGN
PURPOSES ONLY -- NOT FOR RECORDATION.
(2) LIMITS OF DISTURBANCE SHALL FOLLOW R.O.W. AND PERMANENT EASEMENTS UNLESS OTHERWISE SHOWN ON PLANS.
(3) PROPERTY LINES AND RIGHTS--OF--WAY AS PROVIDED BY PENDER COUNTY GEOGRAPHIC INFORMATION SYSTEM AND NCDOT.'
ACTUAL PROPERTY LINES AND RIGHTS---OF--WAY ADJACENT TO FORCEMAIN CONSTRUCTION AREAS TO BE LOCATED PRIOR
TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY UPON DETERMINATION THAT
CONSTRUCTION ACTIVITIES AS SHOWN MAY RESULT IN THE NEED FOR ADDITIONAL -TEMPORARY CONSTRUCTION
EASEMENT(S).
(4) THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM
THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING UNDERGROUND UTILITIES AND
CABLES. THE CONTRACTOR SHALL WORK WITH THE OWNER TO MINIMIZE CONFLICTS.
(5) CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
(6) CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING
UTILITIES.
(7) CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EXISTING UTILITIES WITH UTILITY OWNER.
8 ALL WORK TO BE PERFORMED IN ACCORDANCE WITH ALL NCDOT, LOCAL STATE AND FEDERAL, STANDARDS AND
REQUIREMENTS. CO TR A CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY
ARISE FROM THE PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS.
(9) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION, UNLESS OTHERWISE SHOWN, FROM BOTTOM OF
STORMWATER PIPE AND TOP OF SEWER PIPE,
10 LATERAL SEPARATION OF SEWERS OR WATER MAINS. WATER MAINS SHALL BE LAID AT LEAST TEN 10 FEET LATERALLY { ) { ) EE L ER LLY
FROM
EXISTING OR PROPOSED SEWERS, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A TEN (10) FOOT LATERAL
SEPARATION --- IN WHICH CASE:
(A) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE WATER MAIN AT
LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER; OR
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A
BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST
EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER.
(11) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A. SEWER, THE
WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN (1'8)'
INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH
SEPARATION ---- IN WHICH CASE, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS
AND WITH JOINTS THAT. ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE
OF THE CROSSING.
(12) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A
SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF
CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.
(13) UNLESS OTHERWISE SPECIFIED IN THE PLANS, MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
(14) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GENERAL STATUTE 113A 51--66)
THIS PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE CONTRACTOR SHALL
ADHERE TO ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS PRESCRIBED BY NCDENR. A COPY OF THE
APPROVED SEDIMENTATION AND EROSION CONTROL PLAN SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES.
(15) CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED AT LOW SPOTS ALONG SEDIMENT FENCING NOT TO EXCEED 200 L.F.
INTERVALS.
(16) ALL DISTURBED AREAS .TO BE SEEDED, MULCHED, AND STABILIZED IN ACCORDANCE WITH SEEDING SPECIFICATIONS.
(17) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL DEMOLITION AND WASTE MATERIALS.
(18) CONTRACTOR SHALL COORDINATE ALL WORK AT INTERSECTIONS WITH NCDOT STAFF TO INSURE CONTINUOUS OPERATION
OF ALL SIGNAL WIRES AND TRAFFIC CONTROL DEVICES.
(19) TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND
AMENDMENTS OR SUPPLEMENTS THERETO. PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC., SHALL BE INSTALLED TO
ENSURE PUBLIC SAFETY.
(20) SEWER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFICATIONS AND DETAILS
(21) FORCEMAIN SHALL BE 5' FROM PROPERTY LINE UNLESS OTHERWISE SHOWN ON PLANS.
(22) CONTRACTOR SHALL COORDINATE WITH DUKE ENERGY REGARDING INSTALLATION OF FORCEMAIN NEAR UTILITY POLES,
INCLUDING ANY REQUIRED CASTS. IF POSSIBLE, CONTRACTOR SHALL
ACHIEVE 5 SEPARATION FROM ALL UTILITY POLES.
(23) ALL FITTINGS SHALL BE DIP (AWWA C110 OR AWWA C153).
(24) ALL BENDS SHALL BE SUPPORTED BY THRUST BLOCKING IN ACCORDANCE WITH THE THRUST BLOCKING DETAIL.
(25) PROPOSED MANHOLE RIMS SHALL BE FLUSH WITH GRADE.
CONSTRUCTION SEQUENCE:
(1)
PERFORM THE CONSTRUCTION STAKE OUT.
(2)
CLEAR SITE, BUT DO NOT GRUB.
(3)
INSTALL ALL EROSION AND SEDIMENTATION CONTROL MEASURES.
(4)
INSTALL PROPOSED FORCEMAIN AND GRAVITY SEWER, BUT DO
NOT CONNECT SERVICE.
(5)
INSTALL PROPOSED HARRIS TEETER PUMP STATION ELECTRICAL
IMPROVEMENTS.
(6)
INSTALL PROPOSED HARRIS TEETER PUMP STATION VALVE VAULT
PIPING.
(7)
INSTALL PROPOSED HARRIS TEETER PUMP STATION WET WELL
IMPROVEMENTS (PUMPS, PIPING, ETC.).
(8)
CONNECT PROPOSED FORCEMAIN AND GRAVITY SEWER TO
EXISTING PIPING.
(9)
PERFORM HARRIS TEETER PUMP STATION STARTUP WITH
ENGINEER AND TOWN STAFF.
(10)
PERFORM DEMOLITION WORK AT LOWE'S PUMP STATION.
(11)
SCARIFY, SEED, FERTILIZE, MULCH, AND STABILIZE ALL DISTURBED
AREAS.
(12)
AFTER DISTURBED AREAS ARE STABILIZED WITH VEGETATION, THE
CONTRACTOR SHALL RETURN TO THE SITE AND REMOVE ALL
TEMPORARY EROSION CONTROL MEASURES.
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SCALE LE OF MAP MAY VARY . / -� / % / / / /
DUE TO METHODS OF REPRODUCTION, __ � � /
--- _
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f / / / f J D.B. 3732, PG 242 / / / �r
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'1111/ / / I —5`� WEINGARTEN INVESTMENTS INC J TAP EXISTING 4" PVC / / /
/ / �. / -- "� D.B. 3732, PG. 242 FORCEMAIN CAP / /
/ / r1-11.1
r I / / `' / / DOWNSTREAM END OF / / / / ',
I / / / C°/ EXISTING FORCEMAIN WITH,/ / / /
I I / �/ / I CONCRETE, / / / /
I I I / eh / �'�5 -____ -- _.. / SEE DETAIL / / /%
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NOW OR FORMERLY / / o Y a
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` BURKE ALSTON ESTATE t
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GENERAL NOTES.-
(1) TOPOGRAPHICAL INFORMATION OBTAINED BY NCDOT CONTOUR DATA, INFORMATION PROVIDED FOR ENGINEERING DESIGN
PURPOSES ONLY -NOT FOR RECORDATION.
(2) LIMITS OF DISTURBANCE SHALL FOLLOW R.O.W. AND PERMANENT EASEMENTS UNLESS OTHERWISE SHOWN ON PLANS.
(3) PROPERTY LINES AND RIGHTS--OF---WAY AS PROVIDED BY PENDER COUNTY GEOGRAPHIC INFORMATION_ SYSTEM AND NCDOT.'
ACTUAL PROPERTY LINES AND RIGHTS -OF --WAY ADJACENT TO FORCEMAIN CONSTRUCTION AREAS TO BE LOCATED PRIOR
TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY UPON DETERMINATION THAT
CONSTRUCTION ACTIVITIES AS SHOWN MAY RESULT IN THE NEED FOR ADDITIONAL TEMPORARY CONSTRUCTION
EASEMENTS}.
(4) THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEEN TAKEN FROM INFORMATION MADE AVAILABLE FROM
THE VARIOUS UTILITY OWNERS. THIS INFORMATION IS NOT INCLUSIVE OF ALL EXISTING UNDERGROUND UTILITIES AND
CABLES. THE CONTRACTOR SHALL WORK WITH THE OWNER TO MINIMIZE CONFLICTS.
(5) CONTRACTOR TO FIELD VERIFY LOCATION OF ALL UTILITIES PRIOR TO COMMENCING CONSTRUCTION.
(6) CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR TO PERFORMING WORK THAT MAY AFFECT EXISTING
UTILITIES,
(7) CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT OF ALL EXISTING UTILITIES WITH UTILITY OWNER.
8 A LL WORK TO BE (} PERF aR ED IN ACCOR
DANCE WITH
ALL NCDOT LOCAL STATE AND FE
DERAL
STANDARDS AND
REQUIREMENTS. CONTRACTOR A SH LL NOTIFY G N EN I EER IMMEDIATELY OF ANY AND ALL PERCEIVED CONFLICTS THAT MAY
ARISEFROM
R 0 M THE PERFORMANCE OF THE WORK DESCRIBED IN THE CONTRACT'DOCUMENTS. DOCj jMENTS (9) SEWER AND STORMWATER PIPES TO HAVE A MINIMUM OF 24" SEPARATION, UNLESS OTHERWISE SHOWN, FROM BOTTOM OF
STORMWATER PIPE AND TOP OF SEWER PIPE.
{10) LATERAL SEPARATI
ON OF SEWERS OR WATER MAINS. WAT
ER MAIN
S SHALL
BE LAID AT LEAST TEN (10) FEET LATERALLY
FROM
R EXISTING
OR PROPO
SED SEWERS, UN
LESS LOCAL CONDITION
S OR BARRIER PREVENT SAT N FOOT R E 10 00 LATERAL
( )
SEPARATION -- IN WHICH CASE:
A ( ) THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION ON THE BOTTOM OF THE WATERAI MAIN AT
LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER; OR
(B) THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A
BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST
EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER.
(1 1) CROSSING A WATER MAIN OVER A SEWER. WHENEVER NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER, THE
WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT . LEAST EIGHTEEN (18)
INCHES ABOVE THE TOP OF THE SEWER, UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN EIGHTEEN (18) INCH
SEPARATION --- IN WHICH CASE, BOTH THE WATER MAIN AND SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS
AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE
OF THE CROSSING.
(12) CROSSING A WATER MAIN UNDER A SEWER, WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A
SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS
EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF TEN (10) FEET ON EACH SIDE OF THE POINT(S) OF
CROSSING. A SECTION OF WATER MAIN PIPE SHALL BE CENTERED AT THE POINT OF CROSSING.
(13) UNLESS OTHERWISE SPECIFIED IN THE PLANS., MAXIMUM SLOPES OF EARTHEN AREAS SHALL BE 3:1 OR FLATTER.
(14) ACCORDING TO THE SEDIMENTATION POLLUTION CONTROL ACT OF 1973 (NORTH CAROLINA GENERAL STATUTE 113A 51-66)
THIS PROJECT IS SUBJECT TO AN APPROVED SEDIMENTATION AND EROSION CONTROL PLAN. THE CONTRACTOR SHALL
ADHERE TO ALL OF THE CONDITIONS SET FORTH IN THE APPROVED PLAN, AS PRESCRIBED BY NCDENR. A COPY OF THE
APPROVED SEDIMENTATION AND EROSION CONTROL PLAN SHALL BE DISPLAYED AT THE JOB SITE AT ALL TIMES.
(15) CONTROLLED SEDIMENTATION OUTLETS TO BE PLACED AT LOW SPOTS ALONG SEDIMENT FENCING NOT TO EXCEED 200 L.F.
INTERVALS.
(16) ALL DISTURBED AREAS TO BE SEEDED, MULCHED, AND STABILIZED IN ACCORDANCE WITH SEEDING SPECIFICATIONS.
(17) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL DEMOLITION AND WASTE MATERIALS.
(18) CONTRACTOR SHALL COORDINATE ALL WORK AT INTERSECTIONS WITH NCDOT STAFF TO INSURE CONTINUOUS OPERATION
OF ALL SIGNAL WIRES AND TRAFFIC CONTROL DEVICES,
(19) TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND
AMENDMENTS OR SUPPLEMENTS THERETO. PROPER TRAFFIC CONTROL DEVICES, SIGNS, ETC., SHALL BE INSTALLED TO
ENSURE PUBLIC SAFETY.
(20) SEWER PIPES TO BE INSTALLED IN TRENCHES ACCORDING TO STANDARD SPECIFICATIONS AND DETAILS
(21) FORCEMAIN SHALL BE 5' FROM PROPERTY LINE UNLESS OTHERWISE SHOWN ON PLANS.
CON (22 ) CONTRACTOR SMALL COORDINATE WITH DUKE ENERGY REGARDING INSTALLATION OF FORCEMAIN NEAR UTILITY POLES,
INCLUDING" ANY REQUIRED COSTS. IF POSSIBLE, CONTRACTOR SHALL ACHIEVE 5' SEPARATION FROM ALL UTILITY POLES.
(23) ALL FITTINGS SHALL BE DIP (AWWA C110 OR AWWA C153).
(24) ALL BENDS SHALL BE SUPPORTED BY THRUST BLOCKING IN ACCORDANCE WITH THE THRUST BLOCKING DETAIL.
(25) PROPOSED MANHOLE RIMS SHALL BE FLUSH WITH GRADE.
CONSTRUCTION UENCE.-
(1) PERFORM THE CONSTRUCTION STAKE OUT.
(2) CLEAR SITE, BUT DO NOT GRUB.
(3) INSTALL ALL EROSION AND SEDIMENTATION CONTROL MEASURES.
(4) INSTALL PROPOSED FORCEMAIN AND GRAVITY SEWER, BUT DO
NOT CONNECT SERVICE.
(5) INSTALL PROPOSED HARRIS TEETER PUMP STATION ELECTRICAL
IMPROVEMENTS.
(6) INSTALL PROPOSED HARRIS TEETERPUMP STATION VALVE VAULT
PIPING.
(7) INSTALL PROPOSED HARRIS TEETER PUMP STATION WET WELL
. IMPROVEMENTS (PUMPS, PIPING, ETC.).
(8) CONNECT PROPOSED FORCEMAIN AND GRAVITY SEWER TO
EXISTING PIPING.
(9) PERFORM HARRIS TEETER PUMP STATION STARTUP WITH
ENGINEER AND TOWN STAFF.
(10) PERFORM DEMOLITION WORK AT LOWE'S PUMP STATION.
(1 1) SCARIFY, SEED, FERTILIZE, MULCH, AND STABILIZE ALL DISTURBED
AREAS.
(12) AFTER DISTURBED AREAS ARE STABILIZED WITH VEGETATION, THE
CONTRACTOR SHALL RETURN TO THE SITE AND REMOVE ALL
TEMPORARY EROSION CONTROL MEASURES.
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(3) PROPERTY LINES AND RIGH RIOR LEAST EIGHTEEN (18) INCHES ABOVE THE TOP OF SEWER; OR INTERVALS. l
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TO COMMENCING CONSTRUCTION. CONTRACTOR SHALL NOTIFY NGIN E IMMEDIATELY.UPO D T RMI A ION THAT BENCH OF UNDISTURBED EARTH, AND WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST (17) CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL DEMOLITION AND WASTE MATERIALS.
CONSTRUCTION ACTIVITIES AS SHOWN MAY RESULT IN THE NEED FC, i.R ADDITIONAL TEMPORARY CONSTRUCTION
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(4) THE UNDERGROUND UTILITIES INDICATED ON THE PLANS HAVE BEE . TAKEN FROM INFORMATION MADE AVAILABLE FROM WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST EIGHTEEN (18) (19) TRAFFIC CONTROL DEVICES SHALL BE IN ACCORDANCE WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND
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(6) CONTRACTOR SHALL NOTIFY ENGINEER AT LEAST 48 HOURS PRIOR ,. PERFORMING WORK THAT MAY AFFECT EXISTING TEN (1 0) FEET ON EACH SIDE DID 6 I .. U E 0 S., I �_ ,
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(12) CROSSING A WATER MAIN UNDER A SEWER. WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A (22) CONTRACTOR SHALL COORDINATE WITH DUKE ENERGY REGARDING INSTALLATION OF FORCEMAIN NEAR UTILITY POLES � " I - 1
(7) CONTRACTOR TO COORDINATE RELOCATION AND/OR ADJUSTMENT Olf ALL EXISTING UTILITIES WITH UTILITY OWNER. a < UJ v; - tr.
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. SEWER, BOTH THE WATER MAIN AND THE SEWER SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS INCLUDING ANY REQUIRED COSTS. IF POSSIBLE, CONTRACTOR SHALL ACHIEVE 5' SEPARATION FROM ALL UTILITY POLE . zwz %r, U.-
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x
x
ASPHALT
x
x
— ssss ss ss ss
ss
x
(t I
EXISTING x
GENERATOR
r� 1
x X X X X X X X
NOTE: ALL EQUIPMENT AND PUMP STATION COMPONENTS
THAT MAY BE REMOVED AND MAINTAINED SHALL BE
DELIVERED TO THE TOWN OF SURF CITY; CONTRACTOR
IS RESPONSIBLE FOR CLEAN --UP.
n fm
fm
x
fm Tim x
X
EXISTING 6' INTERIOR'
DIAMETER WET WELL
x
)X
— X-- X X X X X X—
SIE A
DETAIL r3
SCALE: NOT TO SCALE k C.6.1
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
0 �
(OR 7-800-632-4949)
IT'S THE LAW!
E:
12" INFI
INV
EXISTING PUMP LIFT OUT Ci
EXISTING 316 STAIN
STEEL GUIDE F
EXISTING
12" INFLUENT
I N V = 30.1
ELASTOME
BOOT (T�
ELECTRICAL
CONTROL rumr I A IILIN — t'Lffl VILE
PANEL DETAIL.
SCALE: NOT TO SCALE CG6.1
r- W i g T-1 K t^
SCALE: NOT TO SCALE C.6.1 V:
T,
a
k
Q
Z
Z
U
L.Lcl
C
o-
4`
:
Q.'
i`
cl-
J1'^+���
� )
4
C�
U
L. �--
--....'
SHEET NUMBER
C.6. 1
c�a �
N L6
CNN .� U
U g
o � w e
Q ca cvn
,�``9ottoottott t�t���d��d�
q��� eassaaess � °°
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e � a • o a d
b a M
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w
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p� � a
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e a v
esAaose/e'�asa4
14

N J
f !
EXISTING DRIVEWAY s, _ ,
< 4 f h SCALE.
N r AND ENTRANCE �'
< e
LOD LOD LOD ----- LOD -
�, J . ...:...... x x x x SCALE OF MAP MAY VARY
I DUE TO METHODS OF REPRODUCTION.
x � '
� CONTRACTOR SHALL x
x �
ASPHALT
0 REMOVE EXISTING
-� GENERATOR AND
.� DELIVER TO TOWN
OF SURF CITY
x. PUBLIC WORKS
0
J x
x — SS — — SS S SS SS SS
I
x
x CONNECT 8» MALE QD
EMERGENCY HOSE TO 8" I I
FEMALE QD PUMP INLET I I
EXISTING x
Ix I I GENERATOR
c� INSTALL 8» I 1
o EMERGENCY
SUCTION HOSE I INSTALL x
x PORTABLE PUMP
EXISTING 12" INFLUENT SEWER I (GODWIN CD140M
4 I N V= 30.19' i OR EQUIVALENT)
x
ax I I
EXISTING i
AREA LIGHT x
--�"� I CONNECT 8 MALE QD
a x I I INSTALL EMERGENCY PUMP OUTLET TO 8»
I 1 PORTABLE PUMP FEMALE QD EMERGENCY
I i CONNECTION HOSE x
Ix E I SEE DETAIL $
I I
C.5.2
Jx
Ix
o I S
x
0
x EXISTING 6' INTERIOR CONNECT TO EXISTING
EXISTING ALUMINUM DIAMETER WET WELL 8" PVC FORCEMAIN
I ELECTRICAL RACK INSTALL x
Ix HOIST
3,000 LB
MAX. LOAD x
© x x x x x x x x x x x x x x x --�
0
----I— CIO --- CIO 001 001 00-1 001 ___ 001 001 a01 CIO`I QQ
SUE A
DETAIL r3..
SCALE: NOT TO SCALE C.6, 2
BEFORE YOU DIG!
NC ONE CALL
(TOLL FREE)
(OR 1-800-632-4949)
IT'S THE LAW!
ALL NIPPLES SHALL BE
NPT 316 STAINLESS STEEL
2" WELDED JOINT
200 PSI
'RESSURE
GAUGE
E
VALVE WITH
QUARTER ---TURN
HANDLE
E
ER.E5SQ RE.- _GAUGE
DETAIL r4
SCALE: NOT TO SCALE kC.6.21
8" FEIV[ ALE QD EMERGE114� I nu�r
(ROTATED .FOR CLARITY)
w �
EXISTING 6' INTERIOR z �
DIAMETER WET WELL to
w w EXISTING
— _ RUNGS
.. d a.
4...
• N '•d 4a - . 4 '
a
4 ° .° •4 'd
a
. 4 •
EXISTING 6'x8'x4'
(INSIDE .DIMENSIONS)
CONCRETE VALVE BOX
RIGID PIPE
SUPPORT (TYP.)FE
- a
fl
fl .d.
v
o�
' a
44 d '
..
4.
•
a
b
4
•
O
O a -
,p
d °
a
FLOAT
. •a ,. - . -
.' ° : '
°. a - -- .
MEETING
_ p.
4
BRACKET
6< -
a �• .. � ' • - '. .
-
: d
NOTE: HOIST NOT SHOWN
FOR CLARITY
CONNECTION TO
PORTABLE PUMP
SEE DETAIL �
G.5.2 8" PLUG VALVE WITH VALVE BOX
8" CLASS 30 CAST CONTRACTOR TO INSTALL BLIND
IRON SWING CHECK FLANGE AND GASKET UNTIL
VALVE {TYP.} FORCEMAIN IS PLACED INTO
SERVICE
a• cif . $
° q
' n
d C
I a •° I I •
I INSTALL
PRESSURE
a
GAUGE
I SEE DETAIL
I C.6.2 I I I
4• I I .a
0
o a i
0 o i
o -- _ —_
d
v
. a
8" PLUG VALVE {TYP.}
8" DIP TEE
{TYP. }
INSTALL 8" DUAL SENSOR, MAGNETIC FLOW METER: --�
SUM, P �TATION ._. PLAN `i "TIGERMAG FM686 QBSTRUCTIONLESS
DETAIL � ELECTROMAGNETIC FLOWMETER AS PER
MANUFACTURERS SPECIFICATIONS
SCALE: NOT To SCALE G.6.2 SHALL INCLUDE FLOW RATE READ—OUT AND FLOW
- TOTALIZATION MOUNTED AT CONTROL PANEL
{MAY USE EXISTING PANEL READOUT}
EXISTING 4'x4'x4'
(INSIDE DIMENSION\
CONCRETE VALVE VAULT
REPLACE EXISTING 4' X 4'
HATCH WITH HALLIDAY
8" MALE QD x FLANGE ADAPTER R2R ACCESS DOOR {OR USE BITUTASTIC ROPE TO CONTRACTOR TO ROUTE ELECTRICAL
WITH DUST PLUG EQUIVALENT} {ROTATED FOR CLARITY} INSTALL CONCRETE RISER WIRING ALONG VAULT WALL (SECURE WITH
ON TOP OF EXISTING NON —CORROSIVE TIES) TO THE READ OUT
CONCRETE WET WELL MOUNTED ON ' THE CONTROL PANEL, AS
M PAn F1 EV_ = AS NECESSARY
�----- 8" SS 90" BEND
(FLANGE)
{ROTATED FOR ("LARITY}
4TOP RAIL
' MAX.
SUPPORT
SS PUMP LIFT
'--.p OUT CHAIN
a .• d.
a•
PER MANUFACTURERS SPECIFICATIONS
STAINLESS STEEL
TO FIRST JOINT EXISTING 4' X 5' WATERTIGHT
'• e ALUMINUM HATCH WITH EXISTING 3' X 3' WATERTIGHT
• •- ' 8" DIP {CLASS 350} LOCKING HASP ALUMINUM HATCH WITH
•-' A. LOCKING HASP
.•e• PAD ELEV. = 50.00'
V •a 4,d' :Q. :4 a d ado �. •. 4 d GROUND ELEV. -- 49.00
3
d d d
o> 111 i i 111 111 a — Li INSTALL
WIRING TO -•--'
:. -
LLB
L�
L�
L�
u
�
rj
LL
LL�
L�
(.�.�
� j
(_i..�
CONTROL PANEL
:..°
4
a
`�•J''
{SEPARATE CONDUITS
,!}a. , ..
-------
-
-
-
o
-' d.
. a.' •4 , a .:. _ a . :g -�' . : � - ; .' " °, .� •:Q • ..$'.
..
-. - •� `°. ..° : °: d' '�, a -. 4 •. ° - - . a- ':
° ° •
FOR EACH PUMP}�-_�-.'
_______-
_
_
_
' .
° • °
ELASTOMERIC
d
BOOT {TYP.}
INSTALL RIGID
ALL WET WELL PENETRATIONS
•-
' 4'' • ' '
PIPE SUPPORT
SHALL BE EQUIPPED WITH AN"°.Id
'
(TYP.)
ELASTQMERIC BOOT &
w
•• - --
INSTALL DIFFERENTIAL
GROUTED WITH TYPE " S "
4°• •• a
�
4
.` '..-
SETTLING COUPLING (TYP.)
CONCRETE MORTAR {TYP.}
, '°
�
•a• _ ;
INSTALL JUNCTION BOX
oa
. - s=-
(ROTATED FOR. CLARITY, SEE
4•-
� ---
PLAN VIEW FOR TRUE LOCATION)
, ..
•°
=• ' Q
. °•
. _ -
3%16" ANTI —SIPHON HOLE OR AS PER
NOTE:
ELEV, = 32.30'
-
MANUFACTURER'S SPECIFICATIONS
C
HIGH LEVEL ALARM
da
�
{ 1) ALL CONCRETE, PRE --CAST OR CAST IN PLACE, SHALL
-
YIELD A 28 DAY STRENGTH OF 3,000 PSI {MINIMUM}.
ELEV. = 30.30' B
" ; a_
'. 4~
INSTALL INTERMEDIATE RAIL SUPPORT
(2) VALVE VAULT AND METER VAULT SHALL BE GROUTED
DIESEL PUMP ON
.a•.
.
:-
{ONE REQUIRED FOR EACH 20 FEET OF
FOR DRAINAGE TOWARD DRAINS {MIN. 2% SLOPE}.
d:
d -
BASIN DEPTH IN EXCESS OF 20 FEET}
DRAINS SHALL BE EQUIPPED WITH NO LARGER THAN
- Q
1 j2" OPENING GRATES.
EXISTING 12" INFLUENT
SEWER
' ,� •
(3) ALL EXPOSED DIP TO BE FLANGED AND TO BE
(ROTATED FOR CLARITY)
BITUMINOUS COATED. ALL BURIED DIP TO UTILIZE
IN V = 30.19'
MECHANICAL JOINTS.
a"
{4} CONTRACTOR SHALL MAINTAIN EXISTING DRAIN LINES
a-o .
2" PIPE GUIDE RAILS
FROM .VAULTS TO WET WELL.
4 '
°
(MUST BE PLUMB)
° 4
PRESSURE
TRANSDUCER
INSTALL EXPLOSION PROOF,
° d
SUBMERSIBLE, NON --CLOG PUMP
ELEV. = 26.83' A a: d '
Q
LIFTOUT ASSEMBLY
DIESEL PUMP SHUT OFF"
d 4
,
MECHANICAL BALL FLOAT
°
CONTROLS {TYP.} -• ' ; • '
.
'- �
CONTRACTOR SHALL INSTALL ALL GROUTING
„
..��
{ROTATED FOR CLARITY, SEE PLAN
4�,' ' 8 SS 900°
4�
WITH TYPE S CONCRETE MORTAR
VIEW FOR TRUE LOCATION} a'
d FLARED d
�':.
' 4
°' 4
{MUST HAVE SMOOTH TROWELED SURFACE ...
°.
END 6" MIN.
.. d p•
FOR MTG. SUPPORT CASTING)
ELEV. -- 23, 27'
° . a 4 4. '4j4
DETAIL 2
A 4 d Q
-
° 4.°
p.
d . ° ' Q. 4
°
a . o. d SCALE: NOT TO SCALE
•.4 d
° 4
.4a
c.' ° 4 .p
4 a- p,
4 d°,• •- a..• a '4 _
a ° a
4 •
PUMP DATA
DESIGN FLOW {AVG. DAILY}
63 GPM
DESIGN FLOW {PEAK}
361 GPM
SELECTED PUMP RATE
496 GPM
TOTAL DYNAMIC HEAD {TDH}
222 FT.
PUMP HORSEPOWER {HP}
100 HP
PUMP SPEED {RPM}
1750 RPM
ELECTRICAL SUPPLY
460 V
ELECTRICAL FREQUENCY HZ
60 HZ
PHASE
30
100 YR FLOOD ELEVATION
N/A
IMPELLER DIAMETER
14 IN.
MODEL
MYERS 4VL{X}
cn
q
CL
� � Q
SHEET NUMBERLu
E El
SHEET NUMBERLu
E El
N
a
N
C�
a
c�
oee�'�e�s�etii tsy�u///t//�
cue
e�
U-
,C
Z

I, JOHNNY J. WILLIAMS, REGISTERED LAND SURVEYOR, CERTIFY THAT
AP fTH -DATA BEING TAKEN MOM SOURCES
THIS IS A -COMPOSITE,M -ONLY W 1-
AS NOTED HEREON AND NOT FROM AN ACTUAL SURVEY; THAT THIS MAP
IS NOTIN -COMPLIANCE WITH SECTION .1600 OF THE BOARD RULES AND
G.S. 47-30 AS AMENDED; AND THAT THIS MAP IS NOT PREPARED FOR
RECORDING.
Y a P.L.S., L- 3170 \\\\\1 I C 11////
A R 0
6
:42� SEAL
L-3170
FO
ro, ck
FN
4�F'06, 'g;
LOT 2
MAP BOOK 39, PAGE 117
N 60*1 4'49" E
CHORD = S 89*02'23" E 115.29*353417'
RADIUS = 112.86' ARC = 121.00\
DELTA = 61*25'44"
ACCESS TO ov,—� V-
"ENTER AND A6�5_'ss EASEMENT %
FOR INFF'LTRABCN SYS-:EFA
(4,
1%
7 7
?L4.rc �ared LOW ex
a3j�6 sw S ®S C)5 c, -e-- omt
sus �� c) -e�,
DETAIL E3
' s ``' LOWES HOME CENTERS, INC
DEED BOOK 2700, PAGE 106
LOT I
6 ,
's
s�
oao-,
0
DETAIL A/ --Oi :0,
0
9!6- '0 19J
N
S -4811 '52" E
155.57' _s"
EIP
SEE 0
0-
DETAIL A
ALSTON
-BURKE
LOT 5 V
MAP '30OK 39- PACE 117
Q* -7 17
EV a3
6.
L
0�X
4
045,
I-IAP
�S S,
MAP BOOK 39, PAGE 117 + .,g;,t,
-1& '9%
.0 .5% -
st -
lb - - lq?. 100' CAROLINA POWER
AND LIGHT COMPANY R/W
'6'
S 411544r W
76.85'
lb.
c2?
'0
S 2382.12'V4'01"
JONES-ONSLOW ELECTRIC
4D S 061T33' w MEMBERSHIP CORPORATION
\,� 84.5W N4 >
DEED BOOK 3574, PAGE 217
1.85 ACRES
N 50*44'47" E
98.66'
156j'_7'
l)
C14
OUTPARC-El
L
;q
W �vr I 1 1- �
587 �-. 5
89, 0.t
0" wk%
j
.0 N 20*01'3-1" W
og,
A§) fl114.74
ALSTON W. BURKE
DEED BOOK 569, PAGE 18 N 24*3V33"
ECM
OU TPARC":ElL_
�S 50-22'38" W
9 62_32�
S 42*48'29" W S 3246'45" E
99.24' 110.90'
S 20*2528" W
EIP(9) 98.73'
3-
W
S 42*40'23'
99.91'
N 01 *13'09" E
S 2 57" E 16.88'
013'
47.91'
MARION W_ COSTIN, JR.
DEED BOOK 424, PAGE 558
tv 10
7 c_ 0.
,DANIEL C. JUSTICE
DEED BOOK 1609, PAGE 043 32611
0
8272753
-f
00,
S) 48*49 50 W �f -
0
N 557355,�
38.,01" W vu
28.80' 40
WA HOWARD
DEED BOOK 412, PAGE 537
<
z I T E
0
z
fR
(3 - VICINIT Y SKETCH
Z
NOTES:
1) BEARINGS & DISTANCES ALONG WETLANDS WERE TAKEN FROM
ACTUAL FIELD LOCATION USING A TRIMBLE PATHFINDER PRO
MAPPING GRADE GP UNIT.
2) THE BOUNDARY SHOWN HEREON IS FROM A PARTIAL SURVEY.
THE REMAINLR Or THE BOUNDARY IS TAKEN FROM DEEDED
'INFOTZMATION. THE ENTIRE BOUNDARY AS SHOWN HEREON
HAS NOT BEEN SURVEYED BY JOHNNY J. WILLIAMS LAND SURVEYING.
3) BEARINGS AND DISTANCES AROUND JONES-ONSLOW, E.M.C. TRACT
WERE TAKEN FROM DEED BOOK 3522, PAGE 139 AND NOT FROM
AN ACTUAL SURVEY.
GRID TIES AND COORDINATES:
OPUS STATION 90
NORTH - 258,996.506
EAST = 2,423,212.263
EIP NO. 328 NORTH = 258,720.617
,02_g2�62.490
OPUS STATION 90 E011P I
S 84*43'54" W 2460.17'
REFERENCES:
- TRACTS ONE, TWO & THREE
DEED BOOK 3506, PAGE 124
EIP =
EXISTING IRON PIPE
EIS =
EXISTING IRON STAKE
AG =
TOP ABOVE GROUND SURFACE
BG =
TOP BELOW GROUND SURFACE
R/W = RIGHT-OF-WAY
't =
CENTERLINE
t =
PROPERTY LINE
NCGS
= NORTH CAROLINA GEODETIC
SURVEY
Property Boundary
Stormwater Permit Boundary
p. Outparcel BoundcF-,v
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARINGS
DELTA
Cl
1543.48'
272.86'
136.79'
272.50'
N 43*21'03" W
1 0'07'44-
C2
It 543.48'
303.731
154,88'
308.21'
N 342*3323" W
11 *2737"
COMPOSITE MAP FOR:
A,0 ,, r! -
�g
NOr,,,Tsq CAROL'
ENVIRON
w1filil"11AG
EMENlKlAkT commus
��'.I�GA
j?77EN
��GH�'.Sya"
�,,,
SUR-F CITY Il_ENTUR.�',S'
INDIVIDUAL TRACT ON HIGHWAY NO. 210
TOPSAIL TOWNSHIP, PFNIDER COUNTY, N.C.
200' 100' 200' 401
DATE: APRIL 21, 2009
SCALE: 1 200'
ill V r j iff D SURV_eZfjV6!, P.C.
P.O. BOX 778, BEULAVILLE, N.C. 28518
PMECT- PENTON-SURFC4TY-HWY210 PHONE: [phone] FAX: [phone]
FILE NAME: COMPOSM409 EMAIL -0- -,J-WWAMS@.J-W-SURVEY.COM
TDS flLE­PENTON-GPS2

1, JOHNNY J. WILLIAMS, REGISTERED LAND SURVEYOR, CERTIFY THAT
THIS IS A COMPOSITE MAP ONLY WITH DATA BEING TAKEN FROM SOURCES
AS NOTED HEREON AND NOT FROM AN ACTUAL SURVEY, THAT THIS MAP
IS NOT IN COMPLIANCE WITH SECTION .1600 OF THE BOARD RULES AND
G.S. 47-30 AS AMENDED; AND THAT THIS MAP IS NOT PREPARED FOR
RECORDING.
DH CA
,KY\J- WiL P.L.S., L-3170 R 0
�Ss/0 ,-
SEAL 7
6
L-3170 at
all 0a
5r
�9- qok�>.
DETAIL 17.
uw;'�.b,, I*. _\� 1� _ � 1�� A// �9.
N \VN' 9 -10
P -
19)
LOT 2
MAP BOOK 39, PAGE 117
'52" E
S 48'11
N 60*14'49" E 185.57'
353.17' EIP 0
CHORD S 89*0223" E 115.29' --�\ SEE 190 / n/
0 0
RADIUS 112.86' ARC = 121.0 0 0/r -
,g
DELTA 61'25'44" DETAIL A
1gg joy ALSTON BURKE
LOT 5
0& I MAP BOOK 39, PACE 117 CC - M� P1011111 f I
C E N AT�; "kEZt� -D
EASE' NT
19LTRA110M _
FOR Dill I >
- I I I - %
0
Iv
L9,
%
(0,
710 -Al
4- tA vt
DETAIL
ev
'g. & q7.
LOWES HOME CENTERS, INC 0 615.
It, t�, & , �� 4
b- -01
DEED BOOK 2700, PAGE 106
LOT 1 Z
09 �V
MAP BOOK ,39, PAGE 117 �0
0
&. oar. '� �;9 �5�$'�� 2r,�u' 100- CAROLING POWER
A,
AND LIGHT COMPANY R/W
S 4115'46 W
76-85'
r4O'
S 23V4'01* W�
VICINITY SKETCH
MUM
NOTES:
1) BEARINGS & DISTANCES ALONG WETLANDS WERE TAKEN FROM
ACTUAL FIELD LOCATION USING A TRIMBLE PATHFINDER PRO
MAPPING GRADE GPS UNIT.
2) THE BOUNDARY SHOWN HEREON IS FROM A PARTIAL SURVEY.
THE RLMAINLR OF THE BOUNDARY IS TAKEN FROM DEEDED
INFORMATION. THE 'ENTIRE BOUNDARY AS SHOWN HEREON
HAS NOT BEEN SURVEYED BY JOHNNY J. WILLIAMS LAND SURVEYING.
3) BEARINGS AND DISTANCES AROUND JONES—ONSLOW, E.M.C. TRACT
WERE TAKEN FROM DEED BOOK 3522, PAGE 139 AND NOT FROM
AN ACTUAL SURVEY.
GRID TIES AND COORDINATES:
OPUS STATION 90
NORTH = 2589996.506
EAST 2,423,212.263
EIP NO. 328 NORTH = 258,720.617
��J:�_
OPUS STATION 90 E0110 tg62.490
S 84*45754" W 2460.17'
82-1f 4P JONES—ONSLOW ELECTRIC
4�- ;I'- �
S 06*18*33' W J10-v > MEMBERSHIP CORPORATION
84.59' 9 REFERENCES:
DEED BOOK 3574, PAGE 217
0- ---,T• 1.85 ACRES 'TRACTS ONE, TWO & THREE
DEED BOOK 3506, PAGE 124
N 50'44*47' E
E
7'
co
*05
_M* w
OU TPARCEL
587rn
0 to.
�b
61. ta
A5 0
W,
c3
N 20*01'31" W
114.74' Jr
ALSTON W. BURKE
DEED BOOK 569, PAGE 18
N 24*,35'33' W
0
ECM
011 IP
-7 UFF ARCEL S 50*22'38" W
62.32'
S 42*48'29" W ,,,,--S 32*46'45" E
99.24! 110.90'
4�
S, 20'25'28" w _w
98.73* f
ElP(QD
/V S
` %,
S 424V23" W
99.91
-a
N 01*13'09" E
S 2013'57" E 16.,88'
47.91'
6.
lk MARION W. COSTIN, JR.
DEED BOOK 424, PAGE 588
c_ 0,
DANIEL
DEED BOOK
C. JUSTICE
1609, PAGE 043
32ro.11
0 I
�nl
,S 82727'53
10 \
48*49 50
Or
Z) 0
W 0�11
N 55*35 101%11 W
'
38.59'
28.80
WA HOWARD
DEED BOOK 4121, PAGE 537
700
PRojEcT. PENTON—suRPOTY—Hwy2io
FILE NAME: COMPOSITE409
lDS FILE: PENTON—GPS2
I = f-N r- h I n.
EIP = EXISTING IRON PIPE
EIS = EXISTING IRON STAKE
AG = TOP ABOVE GROUND SURFACE
BG = TOP BELOW GROUND SURFACE
R/W = RIGHT—OF—WAY
li CENTERLINE
t = PROPERTY LINE
NCGS = NORTH CAROLINA GEODETIC
SURVEY
Property Boundary
Stormwater Permit Boundary
Prop. Outparcel Bounda,ry
CURVE TABLE
CURVE
RADIUS
LENGTH
TANGENT
CHORD
BEARINGS
DELTA
Cl
1543.48'
272.86'
136.79'
272.50'
N 43*21'03" W
10*0744"
C2
15413.48'
308.73'
154 8P
308.21'-
N 32*35`25" W
11-427137's
COMPOSITE MAP FOR:
L77 C-Y
A—)
l0LZQll___
SURF CITY v_E2v_TU_R_Es
I-
411
INDIVIDUAL TRACT ON HIGHWAY NO. 210
TOPSAIL TOWNSHIP, PE DER COUNTY, N. C.
DATE: APRIL 21, 2009 200' 100, 0' 200' 40( I I
SCALE: 1 200'
JOHIVAly J. XILLIAAfs LAvP SuRveyfM!,
P.O. BOX 778, BEULAVILLE, N.C. 28518
PHONE: [phone] FAX: [phone]
EMAIL [e-mail]
Sx
V

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CONTENTS PAGE
44069
NATION: Site Layout SITE-1
PROJECT INFOR ��:��
Existing / Proposed Contours SITE-2.0
SEAL
12273
Harris Teeter Sewer/Water HT-1
GENERAL
Overall Sewer Plan S-1 �<oYD
Owner - WRI-Hughes, SURF CITY, LLC Sewer Profiles S-234
1. Boundary survey and topographical data supplied by Johnny J. Williams Land Surveying Sewer and Water Details S-5
Company, (dated Oct. 2006, Dec 2007) Overall Water Plan WA-1
2. Wetland information compiled from field study by Southern Environmental Group, Inc.
Hw y' g 210 Road Widenin Plan RD-1 �` � eF V,24 M-J � XrA�z� � � ` � �
3. There is no 100-year flood plain on site.
4. Harris Teeter Food Store and 19 other potential commerical stores and 9Out-Parcels. Alston Boulevard Plan RD-2
5. Existing Acreage: 24.22, (Wetlands - 2.98) Stormwater Overall Site SW-1 ENGINEERING AND DESIGN
6. Density: Asphalt parking and roads, Harris Teeter, Other Commericial - 14.37 acres (59.3 %)
7. Parking: 381 actual. 72,676 sq.ft. of commercial; Required: 1 space per400 sq.ft. -182 Stormwater - Sheet 2-5 SW-273,475 708 Abner Phillips Road
Actual Accessible parking - 12. Required - 8 Stormwater Details SW-6 Warsaw, North Carolina 28398
Phone [phone], Fax [phone]
V11

7CL�EXISTIN EOG p
Y`
LOWL HOME CENTERS, iyC.
_ _____ 51 ___ __ . E_,
a �'9
Pi os oor
Wetland Impacts'
p
t
Isolated tins- 7,283 s-.:,
'k
Permanent impact - 17,87 s. t, 03
Temporary impact - 12,622 s . ft.87
� �
NOTE:
Areas of Wetland Disturbance delineated in the Wetland Permit No. 08-1516
that are included in this stormwater permit are:
i�
Permanent Disturbance: 1, 2, 3, 4, 5,13 (Total Sq.Ft. - 17,875) ;
Temporary Disturbance: 1, 21 31 41 51 9,13 (Total Sq.Ft. - 12,622)
p �/
Isolated Wetlands: 14 (Total Sq.Ft. - 7,283)
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Grading plan will dep -nd 6ff _\ w. \ -� � e� O CV cYi d 6
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Verified by Southeastern En Ironmer- ► Group. . i Z F,,
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DATE:
WEfLAk�N' DS
�s \ -� `• 9/11/08
3
DRAWN BY:
RAND
This area is not part of the Surf City v f
CHECKED BY:
� Crossing Storrnater Permit
�F � MFA
{ SCALE:
Noma
601
-j
SHEET NO.
f
9 SITE-2

'Smart
From Drainage
Area
I Y��l.I�MA�fAN QAA.N
3:1 Side Slopes
Basin
Plan View
'Smart Box' Forebay Infiltration Basin
(2.5' deep) (2' deep)
�- - X 3 X 2'
Clean Sand, 4"
RCP, 15" Bottom of Basin to beElevation View H
a min. of 2 above S WT
OPEN INFILTRATION BASIN_
(Typical)
Infiltration Basin Data
Basin No. SHWT
Bottom Elev.
Storage Elev.
1 40'
42'
44'
2 41'
43'
45'
3 41'
43'
45'
4 41'
43'
45'
5 41'
43'
45'
6 41'
43'
45'
7 40'
43'
45'
8 53'
55'
57'
9 53'
55'
57'
10 32'
345
36.5'
11 32.5'
34.5'
36.5'
See enclosed data
for individual
basin volumes & surface areas
From Drainage
Area
To Bypass
Collection
Basin
/-- Standard ' Manhole Cover
- 4VI'
6 OVl
Concrete Inlet, typical
4
i
Concrete Weir, 4" thick
To Infiltration
Basin
'SMART BOX'DETAIL.
(Typical)
Smart Box Information
Box No.
Invert In
OvrFlo Invert
Invert Out
Wier Elev.
ST 8
15"
- 42.3'
15"
- 42 , 2'
15"
- 42.2'
44. 00'
ST 20
30"
- 42.1'
30"
- 42.0'
15"
- 42.0'
45.00'
ST 20a
30"
- 43.0'
30"
- 42.9'
15"
- 42.9'
45.00'
ST 40
24"
- 35.0'
24"
- 34.9'
15"
- 34.9'
36.50'
ST 50
24"
- 54.2
24"
- 54.1'
15"
- 54.1
57.00'
ST51
24"-54.2
24"-54.1'
15''-54.1
57.00'
'�--'
Smart B
From Drainage
Area
Foreb-
'Smart Box'
Tian view
Forebay Filter Strip
3' deep to 1' deep
Now Min. 50'
1 % - 5% grade, typical
RCP--f
Concrete Level Spreader wi footer
Elevation View
VEGETATION FOR FILTER STRIP:
The following is a list of vegetation that can be included.
Swamp Milkweed
Sedges
Swamp lily
Pinelands Mallow
Spider lily
Seashore Mallow
Joe Pye Weed
White Star Grass
Elderberry
Dense Hypericum
FILTER STRIP w/ LEVEL SPREAD -'ER -
(Typical)
See enclosed data for individual forebay surface areas and level spreader lengths
Top to be Level, even with forebay exit lip
11
�
CONCRETE LEVEL SPREADER
(Typical)
Alternative: Proper length of 24" RCP buried and filled with dirt
with the top of the pipe level can be used
From Drainage
Area
-Standard 2' Manhole Cover
�Q11
(J —Concrete Inlet, typical
",—Concrete Weir, 4" thick
SEDIMENT'CLEAN-OUT'BOX DETAIL
(Typical)
CAP UNIT
ADHERE TO TOP UNIT
WNERSA-LOK (OR EQUIV.)
CONCRETE ADHESIVE
.ir_ t4te.itl/.\IILl1i
VERSA-LOK (OR EQUIV.)
STANDARD MODULAR
CONCRETE UNITS
6 *0I
FILTER FABRIC
GEOSYNTHETIC REINFORCEMENT
Mirafi Miragrid 3XT (or equivalent)
Laid 24" OC at 7' into backfill
WASHED #57 STONE FOR DRAINAGE
12" THICK MIN.
REINFORCED BACKFILL
COMPACTED 95% OF MAXIMUM
j//�///�/ STANDARD PROCTOR DENSITY
4" DIA. MIN. DRAIN PIPE
OUTLET a0 END OF WALL
SLOPE TO DRAIN (11817FT.)
"--- COMPACTED FILL
GRANULAR LEVELING PAD
6" THICK MIN.
REINFORCED RETAINING WAL
MODULAR CONCRETE UNIT, TYPICAL
SCALE: NONE
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DATE:
9/11 /08
DRAWN BY:
RAM
CHECKED BY:
MFA
SCALE:
No Scale
SHEET NO.
SW-6

Standard 24"
Curb/Gutter
Off/
J C-).
11
Q�
S I TE
VICINITY SKETCH
( NOT TO SCALE )
TYPICAL LANDSCAPE ISLAND
(N.T.S.)
Concrete Curb (24" Valley Type)
Bottom-6" thick, 4" Curb
1-2.0" Surface Course 9.5B
6" ABC Base Course
35'
ALSTON BLVD. DETAILS
Landscape Cut
Surface Course, 2" - • i
Base Course,• w
PARKING AREA SECTION
N.T.S.
N.T.S.
M=,Xz
- Surface • • w
\\- ase Course,i i
TRUCK TRAFFIC AREA SECTION
N.T.S.
SQUARE FOOTAGE by ITEM:
72,676 -- Buildings, (79,876 w/ Expansion)
84,460 -- Parking
70,095 -- Landscaping/Plants/Pervious
146,769 -- Conveyance/Roads
22,860 -- Sidewalks/Concrete
64,600 -- Stormwater Management (H'; T)
452,337 -- Potential Future Outparcels
30,760 -- Power Line Easement
110,513 -- 'Non -disturbed' Wetlands
1,055,070 -- Grand Total
Parking:
381 Parking Spaces
5.24 per 1000 sq.ft. (72,676 sq.ft.)
368 Parking Spaces (w/ expansion)
4.61 per 1000 sq.ft. (79,876 sq.ft.)
Surf City Ordinance: 2.5 space per 1000 sq.ft.
0 25 50 75 100 150 200
SCALE
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DATE:
9/11/08
DRAWN BY:
RAM
CHECKED BY:
MFA
SCALE:
ill = 60'
SHEET NO.
SITE-1

242.674
1
ae
eC'fleClt • 1 r "�-=� � � � � e� ��
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8 601
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3 €x Ri.-- r: a ..a. s . Line, zY �`�.
ea C§'�z 7i .�� ]
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u y for 9
sprinkler ��aboveE -
y g in 1 1
} fn , stub o ,
r 23,
f tri ing _ Lane S P
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bi e' en ra �r
rater 3 -
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S a d-by generator
E ga
Pad o .0
r ' ra
Sprinkler
nsformer
_ = T Room
49
6. 33.6T 66'
'ea
56 3' - '
Tel p
e b ne Entry conduit
it R
Er .. Bollards
_ Y ,
s-
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13i S E0 �3oaS' ay d Lis .uz+,�^" -^�- �._- ':.`n-. urs.r.
%
greaSe ins, 6. " �' �� � � � Bollards � star, ®, Cpota le
qr, Valve
� st Indicator
Electrical CT Cab &
Gen. SwitchingStation(for sprinkler syste
�/t t 1
Prof
QCOP'
Planter Area Cross -Section
�. Undisturbed Soil
15
4" Perforated Pipe to be connected to the 8" Roof Drain
ae Piping and connected to the storm water system.
<,
A
A Surrounding concrete walkways to be at least 1" higher
�I el, than planter area grade.
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w6v el
9
s
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® Bollard Detail
No Scale
®>cio
11
Fill pipe w/ concrete,
shape top to drain water
6" dia. sch 40 pipe
painted yellow Sealant &
backer rod
Slope to drain over 1"joint
fill 4211
Paved surface and
rock subsurface
MOBILE GENERATOR PAD
FFI 1E1l l—� I 111--1—� 3611
�„ii
Undisturbed earth 7.
f
3000 psi concrete „
15 3F1
18" wide, 10" deep, w/ 345 rebar
Open for Switchgear Connections
7„
--0-1 lam` 5,,
4x4 #10 Wire Mesh
10' 5'-1 0,1 10'
3-#5 rebar
-� 30' I
1 off
Plan View Section View
Scale: 1" = 5'
Concrete, 3,000 psi
(Provided by H-T Vendor)
S
Iv-
ewer Manhole
1x1 2xl 0 Tee
2-12" Valves
1-1Valvey�®
Fire Hydrant
Wv
Water lv
Sewer Lie, 8"
Water Line
Bollard
'Preceptor' Grease Trap
GMC 2000 Model
(Provided by H-T Vendor)
Scale: 1" = 5'
PLAN VIEW
____..._..,.. -.... ... . ... .... _... _... Grade - 50.3'
6.3' 6.5'
Inlet Pipe, 6"
SDR35 PVC Bot. elev.- 39.0' Bot, elev.- 38.8' Outlet Pipe
6" SDR35 PVC
s<�.<a 'i r'a,1 � •''"•r' IY..�•�6 s 1•�<•� ..:1 'c •p•. • V '. Ir I., +..i �,. �' ••:s1'
1'. .'i• (r•. iE �>t :r• k• a � i•• i•✓ 'e ...l.; x 1 r.
. 'T'1 ;S 1 .s.. +., �'gF"M'i,....,.4'"' �. T.t �., •1 1 t<11 I. •1 �•. 1• ; �. a• ; a. a t '�. ..
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NOTE: All utility piping (gas, sewer, water, stormwater) to
v
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to within 5' of the b
piped building pad by the Site Contractor.
�
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=
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SEE SHEET S-3 FOR SEWER / WATER DETAILS
'•`�
Truck Trench Drain Detail
Load Class 'E' Required
(min. 2,000 psi rating)
No Scale
—811
4
Jv
46
•+ S '4 ., Vic_ +`< i+12
,..1• i s :c I s
3,000 psi Concrete
.,._-J ! t t,_._
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( NOT TO SCALE )'
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DATE:
9/11/08
DRAWN BY:
RAM
CHECKED BY:
MFA
SCALE:
ill = 30'
SHEET NO.
HT-1

J;/
LEGEND
Water Une
- Gravity Sewer Line
Sewer Manhole
ire Hydrant
WV Water Valve
,j
EXISTINd--t-0—P
NC HWY 210
M ■ME ■ n w
" Gravibj Sewer
OPMENT cN1' © SDJR26 PVC `gip
DEVELOPMENTFUTURE FUTUREVE
L QFUTURE �L
DEVELOPMENT
r� S8 ',e�,-ate/r��
h
a
DEVELOPMENT
L-sewer semce lu
n Retail Shop
CENTERS, INC. eact i
to e a 411 line,
CL
2
MH-5d—,,_
9gaGrease 'rep
4, seE
AM f
-MH-7
f f
f
4 _ ity Sewer
26 PVC Pbe
01% 2-12
fValves
Prop. v?
-Prop. In
WET L AN D f
f f f
f f f -f
f
f
f Of
f . . f f
Sewer Pu Station
I NV -
RI - 49.1' r f
a gee PS Me Invert
eves I N - 30.3'
ilve "
f
SEWER INDEX:
STA.
No.
-0+36
thru
9+17
10+00
thru
16+42
20+00
thru
23+27
30+00
thru
30+67
Constr. Details
Pump, Station Details
SHEET #
S-2
S-3
S-4
S-2
S-5
PS-1 1 2
UTILITY NOTES:
- The Contractor shall contact Power Co., Gas Co., Telephone Co. and
TV/Cable Co. and locate all underground lines prior to construction.
- All utility and road installations shall adhere to current Town of Surf
City Specifications. See Town of Surf City Specifications for details.
- All sewer and water installations shall be subject to NCDENR regulations.
- Pipe separations. The following minimum pipe separations shall be
maintained, as per DEH 15A NCAC 18C, Section .0906:
Between crossing of Sanitary Sewer and Storm Drains: 24" Vertical.
Between crossing of Sanitary Sewer and Water Mains: 18" Veritcal,
Water over Sewer.
Between Sanitary Sewer and Water Mains, lateral, on the same elevation:
10 feet Horizontal.
(Exceptions to these must be approved by the Engineer and laid using
ferrous piping)
- Engineer must approve all deviations from Plans and Specs.
- All sewer and water lines to have a minimum of 3' of cover.
- All gravity sewer lines less than 12' deep from proposed surface are to be
SDR35 PVC or Town of Surf City approved piping. Gravity sewer lines
greater than 12' deep are to be SDR26 PVC
- ALL 12" GRAVITY SEWER TO BE SDR26 PVC
- See Sheet S-5 for installation details.
0 25 50 75 100 1
SCALE
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DATE:
9/12/08
DRAWN BY:
RAM
CHECKED BY:
MFA
SCALE:
ill = 501
SHEET NO.
S.1

56
5`4
5`2
50
48
46
44
42
40
38
36
34
32
30
28
26
24
LEGEND
Water Line
A Gravity Sewer Line
Proposed Contours
ry
t ,.
X
ll. CD G7
MH-7 "Lateral, L �
M y RIM - 48.99C)Stor;_��¢r ," clean -out
ST2r
X___ It
gly
K
. ®®� �`48y �
3
a,. Tw. S_at._., � �,
� Q it ��� QQ 7 s;
® F e rant ��
A-
Water4 it
LO
Valve' , ` -
Sewer Manhole
®Jf
4z y
My I
SDR2' PVC
489p►�R�y8�
Bawer Lateral,4" dean-otdt for 01 ALSTON BLVD.
._k Force A nd 8Force�R
s la
Main
PS Pipe Invert
V45 I NV - 30.30'
�° X `��� Sewer Pump Station
BOTTOM Elev. - 23.5'
/ RIM Elev. - 49.1'
X
f; .4
A_ --6,",
lbxC
P y
Q 2
°, ;6 PVC_') 0 25 50 75 100 150 200
PLAN SCALE
56
54
52
50
48
46
44
42
40
38
36
34
32
30
28
26
24
22
45
x but
�, not put � r
y r 2" ra a PVC Do, meta '° f `
(�) , Grade
Continue
ALSTON BLVD
. - Sewer Line' Profile
Proposed Curb inlet
Grate Elev. - .'
Invert - 46.59
Gra-vity Line Casing, 24
Jack & Bore (60 L
3k MH-8a
RIM - 48.10'
Jack & Bore (60 UP), -See
,..Proposed Higway Widening
"�—Sta. 0+00 (Center of existing Hwy. 210)
mom
MENEEMENEEN
MEN
Emlim
ME
M
mmm
MMM
WA
M�m
mm�mmm�rmm
MM
MM
E
E
ME
MEN
E
ME
30+00 30+50 9+00 8+50 8+00
Pump Sta. MH-4 MH-3
Sta 30+00 Sta 30+67,6+A-0 Sta 9+17
Rim - 49.10' Rim - 48-90' Rim - 44-02'
Inv -In - 30-30' Inv.In - 30.601 1nv.In - 29.70'
Inv.Out - 30-501
7+50 7+00 6+50 6+00 5+50
MH-4
Sta 6+49
Rim - 48.90'
Inv.1n - 30-60'
Inv.Out - 30.501
1
MH-5
Sta 5+37
Rim - 50-20'
1nv.In - 31.04'
Inv.Out - 30.94f
4+00 3+50 3+00 2+50 2+00
MH-6 MH-7
Sta 3+98 Sta 2+82
Rim - 48.70' Rim - 48.99'
Inv. In - 31.55' Inv.1n - 32.00'
Inv.Out - 31.45' Inv.Out - 31.90'
F 1 ow 0. �/ 12" Force
Flow ---•
8" Force 1
8" c
Flow ---►
Steel Casing Existing 4" Force Main
4" Gate Valve---\
12" - 4" Reducer--' `
4" Check Valve Tapping Sleeve
Figure A
Figure B.
8" Force Main for Future Use
8" Force Main 8x4x8 Tee
8" Gate Valve
4" Force Main
from Pump Station
Flow
Figure C
rasing
UTILITY NOTES:
56
54 -The Contractor shall contact Power Co., Gas Co., Telephone Co. and
52 TV/Cable Co. and locate all underground lines prior to construction.
50 -All utility and road installations shall adhere to current Town of Surf
City Specifications. See Town of Surf City Specifications for details.
48 -All sewer and water installations shall be subject to NCDENR regulations.
46 -Pipe separations. The following minimum pipe separations shall be
maintained, as per DEH 15A NCAC 18C, Section .0906:
44 Between crossing of Sanitary Sewer and Storm Drains: 24" Vertical.
42 Between crossing of Sanitary Sewer and Water Mains: 18" Veritcal,
Water over Sewer.
40 Between Sanitary Sewer and Water Mains, lateral, on the same elevation:
38 10 feet Horizontal.
36 (Exceptions to these must be approved by the Engineer and laid using
ferrous piping)
34 -Engineer must approve all deviations from Plans and Specs.
32 -All sewer and water lines to have a minimum of 3' of cover.
- All gravity sewer lines less than 12' deep from proposed surface are to be
30 SDR35 PVC or Town of Surf City approved piping. Gravity sewer lines
28 greater than 12' deep are to be SDR26 PVC
26 -ALL 12" GRAVITY SEWER TO BE SDR26 PVC.
- See Sheet S-5 for installation details.
24
1+50 1+00 0+50 0+00 -0+50
MH-8 MH-8a
Sta 0+48 Sta -0+36
Rim - 47.91' Rim - 48.10'
Inv. In - 32-70 Inv. In - 33.05
Inv.Out - 32-60' Inv.Out - 32-95'
5
4
3
2
1
0
100 75 50 25 0
PROFILE SCALE
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DATE:
9/12/08
DRAWN BY:
RAM
CHECKED BY:
MFA
SCALE:
ill'-501
SHEET NO.
S-2

LEGEND
Water Line
. -
Gravity Sewer Une
Proposed Contours
0_ f W W��
�% 3 a e `E". _ z< r e 'Ping
aF
9 5 a
�,.�..
zu� / 42.. k a41.E .-,_,. o �w% e'n
a
j o n Bo.1p,
"U §tea-a.1iiP�=
Bo.
HydrantNZY
Fire
Water Vane
Sewer Manhole
MH-5b —
RIM - 51.40'
MH-5c
RIM - 50.65'
MH-5d -�
RIM - 50.75'
i
2,000 gal. Grease Trap
'Proceptor' Style
(See sheet H-1 for details)
x
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g_ o
Dram 5 P;{.
Sf
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wq
t tl 2't
56
54
52
50
48
46
44
42
40
38
36
34
32
30
28
26
24
61, n. S&,rve Line', Lei, & 2 ever t-' "" 51 4 o d : bld -
MH-5 --,
RIM - 50.20'
MH-5a --
RIM - 51.20'
ra P,
� gp
® .• mJ
1 1 ie 0 1
0 25 50 75 100 150 200
PLAN SCALE
STORE GRAVITY SEWER - 8" Sewer Line Profile
12" Gravity Sewer
SDR26 PVC Pipe
1
u
ace Gourse,l
3.0" -
3 9.513
aS
ourse,°'
-
C Stone
'-Existiria
Grade
6" PVC,
Roof
Drain
�
4z
3
_4,
y
Gra%,Iity
Se
e1, 8",
S
/
—24" RCP
DATUM ELE V
20.00 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50
MH-5d.
Sta 10+00
Rim - 50.75'
Inv.Out - 43.00'
MH-5c
Sta 11 +29
Rim - 50.65'
Inv. In - 42.42'
Inv.Out - 42.321
MH-5b
Sta 11 +76
Rim - 51.401
Inv.In - 42.10'
Inv.Out - 42.001
MH-5a
Sta 14+52
Rim - 51.20'
Inv. In - 40.76'
Inv.Out - 40.661
MH-5
Sta 16+42, 5+37
Rim - 50.20'
1nv.In - 39.80'
Inv.Out - 30.941
UTILITY NOTES:
- The Contractor shall contact Power Co., Gas Co., Telephone Co. and
TV/Cable Co. and locate all underground lines prior to construction.
- All utility and road installations shall adhere to current Town of Surf
City Specifications. See Town of Surf City Specifications for details.
- All sewer and water installations shall be subject to NCDENR regulations.
- Pipe separations. The following minimum pipe separations shall be
maintained, as per DEH 15A NCAC 18C, Section .0906:
Between crossing of Sanitary Sewer and Storm Drains: 24" Vertical.
Between crossing of Sanitary Sewer and Water Mains: 18" Veritcal,
Water over Sewer.
Between Sanitary Sewer and Water Mains, lateral, on the same elevation:
10 feet Horizontal.
(Exceptions to these must be approved by the Engineer and laid using
ferrous piping)
- Engineer must approve all deviations from Plans and Specs.
- All sewer and water lines to have a minimum of 3' of cover.
- All gravity sewer lines less than 12' deep from proposed surface are to be
SDR35 PVC or Town of Surf City approved piping. Gravity sewer lines
greater than 12' deep are -to be SDR26 PVC
- ALL 12" GRAVITY SEWER TO BE SDR26 PVC
- See Sheet S-5 for installation details.
5
4
3
2
1
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100 75 50 25 0
PROFILE SCALE
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DATE:
9/12/08
DRAWN BY:
RAM
CHECKED BY:
IVIFA
SCALE:
ill = 50'
SHEET NO.
S-3

Water Line
k3ravity Sewer Lire
Proposed Contours
-aa
Stol-in,
waterQ In t
sue : r ion Box
,� Ca te S f- ax
Valve.a ,"
Sewer Manhole
PRO OD EOP
EXISTING i �10
HWY.2
z �'✓ATER LINE k 'A
MH-8
"0—
RIM - 47.91'
N
CP
n
r
-71
ALSTON BLVD.
MM10%
PROPOl'-3ED E
OP
on
2 00 3
IT-
JI 3
Sewer Lateran ��a
v -nw
3
_ .ar L a RIM - 480 ,
G _ a
DEVELOPMENT FUTURE
FUTURE E6 �+VELOP E T
gN $
Proposed Contours TBD,
Grading plea will depend or,
future tenant
0 25 50 75 100 150 200
PLAN SCALE
�Cu"U 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50
MH-8
Sta 0+48, 20+00
Rim - 47.91'
Inv. In - 32.70
Inv.Out - 32.60#
MH-9
Sta 23+27
Rim - 43.80'
Inv.Out - 34.17'
5
4
3
2
1
0
100 75 50 25 0
PROFILE SCALE
UTILITY NOTES:
- The Contractor shall contact Power Co., Gas Co., Telephone Co. and
TV/Cable Co. and locate all underground lines prior to construction.
- All utility and road installations shall adhere to current Town of Surf
City Specifications. See Town of Surf City Specifications for details.
- All sewer and water installations shall be subject to NCDENR regulations.
- Pipe separations. The following minimum pipe separations shall be
maintained, as per DEH 15A NCAC 18C, Section .0006:
Between crossing of Sanitary Sewer and Storm Drains: 24" Vertical.
Between crossing of Sanitary Sewer and Water Mains: 18" Veritcal,
Water over Sewer.
Between Sanitary Sewer and Water Mains, lateral, on the same elevation:
10 feet Horizontal.
(Exceptions to these must be approved by the Engineer and laid using
ferrous piping)
- Engineer must approve all deviations from Plans and Specs.
- All sewer and water lines to have a minimum of 3' of cover.
-- All gravity sewer lines less than 12' deep from proposed surface are to be
SDR35 PVC or Town of Surf City approved piping. Gravity sewer lines
greater than 12' deep are to be SDR26 PVC
- ALL 12" GRAVITY SEWER TO BE SDR26 PVC
- See Sheet S-5 for installation details.
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DATE:
9/12/08
DRAWN BY:
RAM
CHECKED BY:
MFA
SCALE:
1 ri %� ' 50'
SHEET NO.
S-4

Concrete collar, min.
30" dia., 6" thick
y:- 3,000 psi concrete
00
t
Finished Grade
Concrete Collar Manhole Top
Manhole Ring
Base Course
Compacted
Backfill Manhole Wall
Lag Bolt
Lag Bolts - 3/8" x 1-1/2" w/ lead shield anchors, 4 req.
STD. MANHOLE RING/COVER ENCASEMENT
TYP., N.T.S.
�--33.25"-------}
4 -1" Holes in
Flange @ 90
Lag Bolts
See detail 7.08
:)p of
over
ottom of
Lover
25.50"
23.75"
v v
L22.25"--1
24.75"
33.00"
MANHOLE RING &
COVER DETAIL
TYP., N.T.S.
:alant
anhole
Traffic -Rated Areas
Metal Cleanout Plug
Threaded Brass Cap 24" diam. Concrete, 6" thick
2" Asphalt
4 d
4" 45' Bend
Non -Traffic Areas
Cleanout Plug
Threaded PVC Cap
Varies to suit field conditions
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24" Vulcan Foundry, INC.
Manhole Ring & Cover
Model No. V-1384 or Equal
12" Max
U
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x 6x6 No.6 Single Mat Reinf. in
Center Third of wall & in
Its-,
tongue & groove
4'-0"
-Cast in place
Plastic Steps
O
Rubber Boot
w/ Clamp
TYR, N.T.S.
Tapered Lifting Hole
Min. Excavated Trench Width
o _ I I Pipe Width + 12 { I I Final Backfill
U 0-
.� ( I I I
M 0)I�#1 I-
c c
W TII I�
M I Pipe Diam.
... I I i l
�{i� I
Ill Minlm�m, Springline
Pipe Zone =►III Pipe See Notes I 1
I III �'`>:� ,~ •~}' 4~ :' :..,:..� �;.: Haunching W
:{ ;y; III CL
Bedding a-
I II III I 1 �It�1�' fl�I I t
TRENCH DETAIL
N.T.S.
NOTES.
1. Bedding shall be smooth trench bottom or compacted loose fill material as required to
provide a firm, stable and uniform support for the full length of pipe.
2. PVC SDR35 shall be bedded with stone to the top of the pipe at all times.
PVC SDR26 shall be bedded with stone to the top of the pipe in wet conditions.
3. PVC truss and ductile iron pipe shall be bedded and haunched with class 1, 11, 111, or IV
materials. Stone shall be used for bedding and haunching in wet and unsuitable conditions.
4. Deflection testing will be required for PVC SDR 35 and 26, but not for ductile iron and PVC truss pipe.
6" Thick (2' x 2') Conc. Pad Pre•'--1-'
or Cast in Place, 3
Cast Iron Valve Box
_. - Compacted Earth
Valve
Valve box should not
contact main or valve
GATE VALVE AND VALVE BOX
N.T.S.
" 45' Bend
r"x4"x4" (6"x4"x6") WYE
Terminate Services at
property line or location
Varies to suit Services given by Engineer
Undisturbed
Earth 4" or 6" PVC Sanitary Sewer
�8"x4"x8" WYE at 8" Gravity Main or
8"4"x8" WYE at 8" Gravity Main or
6"x4"x6" WYE at 6" Gravity Main
SEWER SERVICE CONNECTION W/ We CLEAN OUT DETAIL
N.T.S.
STANDARD MANHOLE
RING AND COVER
FINISHED GRADE
PRECAST
CONC. MANHOLE
d AIR
RELEASE
VALVE
SEE PIPING DETAIL STANDARD NO.
6.10 FOR PIPING ARRANGEMENT,
w
.9 -FORCE
MAIN
N V.0
N? 57 STONE
TYPICAL CONCRETE FOOTING
(3000 PSI. CONCRETE)
TYPICAL SECTION
STANDARD AIR RELEASE MANHOLE
IVV I co;
1. Manhole steps shall be place 16" OC when depth exceeds 5 feet.
2. Center the manhole opening for manholes less an 5 feet in depth.
3. Force Main shall be ductile iron pipe (DIP) through the manhole.
4. Manhole to be coated w/ one coat of bitumastic black paint.
0-
AIR RELEASE
VALVE
�STO. MANHOLE RING A COVER BRASS PIPE
/-•-FIN. GRADE BRASS VALVE
COPPEP PIPE
CORPORATION STOP
I �
PRECAST REIN. CONC. FLATTOP
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1" AIR RELEASE VALVE
APCO I- t43C COMB. AIA REL EASE PIPING DETAIL
' VALVE Oft "F*OVEI> EO"t..
WATER MAIN
:z. (O.I.P. THROUGH
THE MANHOLE)
t i�•
SEE PIPING - OrE2 ~ �,V
DETAIL FOR 1tHfia:Xl.Ci's,.t�f✓e,,'.:, :+ad:idti:i�r. fLt:;?[:`
PIPING IN THIS
AREA. 12% N2,37 STONE
28"
Et+tti9
4 "
r:
i
t" CATE
VALVE
STANDARD AIR RELEASE MANHOLE
TYPE 1 N.T.S.
NOTES:
1. Tap pipe and isolation valve to be same size as aire release valve.
2. All piping and fittings, in the manhole, shall be brass unless noted.
3. Manhole steps shall be place 16" OC when depth exceeds 5 feet.
4. Center the manhole opening for manholes less than 5 feet in depth.
STANDARD MM1401Z
FRAME M0 COVER
FINISHED
GRADE
1 _
111 � I w IIII a I Il I =:11 I I S• I I t
.PIPE D1A.
• '-0'
. •
4"
4"
.-
C•1. PIPE SECTION
l
l
PIPE MAY NOT ENTER
__..
INVERT SHALL BE
MANHOLE THROUGH CONE
V ` SECTION OR ITS' JOINT.
'
5
a
,
1/2 THE WIDTH AAtp
%-,.:
00
HEIGHT OF THE
EFFLUENT PIPE.
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4._0 01A.
.�.`
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C.I. PIPE
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SECTION
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. i'`'•�
-LONG RADIUS
"`
C.I. 1 /4 BEND
:»'.. •";;.: PIPE
CONCRETE
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•}
ENCASEMENT
,sa�4:''
fl1
11Z INE
47 STONE
SECTION PLAN
STANDARD OUTSIDE DROP MANHOLE
IVV1co;
1. To be constructed for all drops over 30".
2. A.B.S. fittings may be used for the drop if the main line is A.B.S. Truss.
STANDARD MANHOLE RING '
AND COVER , •:� � "�•
e.: STANDARD
.
PRECAST MANHOLE
•
` `• •
'
CAST OR DUCTILE IRON
to
.•I
'
'
PIPE TEE WITH CUT-OUT
5' -0" DIA. MIN.
CLASS AWWA-CIIO
..
-.
fa
,s---- D.t.P. COMING IN
,
GROUT
BOLTS
O STRAPS
:.
DUCTILE IRON PIPE
CLASS AWWA - C151
GROUT
CAST OR DUCTILE
I,i.•,.'r-
��
IRON 90" BEND
STANDARD INSIDE DROP MANHOLE
N.T.S. -
NOTES:
1. Pipe size for drop to equal inflow sewer pipe size.
2. Drop Manhole mandatory when differential between inverts is greater than 30".
3. Mechanical joint of push -on fitting, all bell, to be used.
4. Saw -cut or drill all holes for pipe and bolts.
5. Stainless steel straps shall be used on all drops greater than 5 feet at 18" OC.
Mueller Centurion Model A 421 Fire Hydrant with
1 - 4%2" pumper nozzle and 2 - 2-%2' hose nozzles
Pumper Nozzle to face away from
Fence or Structure, toward curb/road
W
>
0 Concrete Collar, 18" x
18 24 18" x 6" thick
CI
Dewey Bros. VBX-TE-100 Valve Box
or approved equal
J. Locked Hydrant 6" Gate Valve
adapter or approved pipe ,:; .q.
1/3 CY Concrete Blocking
Concrete Thrust Block : •s
Ductile Iron Pipe
Length to be Determined in the Field M.J. locked hydrant tee ortee with approved pipe restraint
Min. of 8 cu.ft. of #57
stone for drainage
FIRE HYDRANT AND VALVE DETAIL
N.T.S.
Existing Water Main
Tapping Sleeve
Gate Valve
Plan View
-Undistured Soil
1I j l�''=-`I { Tapping Sleeve
I -I I I
Gate Valve
III=I I •--.::'�_� '
11 I t_=l I
Elevation
TAPPING SLEEVE AND VALVE DETAIL
N.T.S.
NOTES:
1. Valves shall be Clow, Mueller,
(or an approved equivalent)
open left, tapping sleeve and valve,
in an approved valve box.
2. Solid concrete (2,500 psi) shall be
used as footing for pipe.
3. Concrete shall not contact any bolts or
ends of mechanical joint fittings.
PLAN
ELEVATION
Undisturbed Earth
`-A A
6 A.
e-
' 4..
t "i •..�v
The distance of IN is relative to the amount of concrete.
CONCRETE BLOCK
(cubic feet)
((For all locations of Tees, 900, 450, and 22.5' Bends of
pressure piping. Concrete
to be a min. of 3,000 psi)
Tee 900
450 22.50
4" Pipe 0.33 0.33
0.33 0.33
6" Pipe 0.33 0.33
0.33 0.33
8" Pipe 0.33 0.33
0.33 0.33
10" Pipe 0.67 0.75
0.50 0.33
12" Pipe 0.75 1.00
0.67 0.33
16" Pipe 1.33 2.00
1.00 0.50
20" Pipe 2.00 3.00
1.67 0.75
THRUST BLOCK
DETAIL
N.T.S.
UTILITY NOTES:
- All utility and road installations shall adhere to current Town of Surf City
Specifications. See Town of Surf City Specifications for details.
- All sewer and water installations shall be subject to NCDENR regulations.
- All sewer and water lines to have a minimum of 3' of cover.
- All gravity sewer lines are to be SDR35 PVC or Town of Surf City approved piping.
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DATE:
9/12/08
DRAWN BY:
RAM
CHECKED BY:
MFA
SCALE:
NO SCALE
SHEET NO.
S-5

NC}0 3.r� a k
EXI S TI N �EOP1
�NC HWY,,Io
-
--
0 CO
np
CIOr 1 - -T - — P
-
�-
TINc EOP
ti
Q) 0 Site — _. �. y .�.... � �.
Z- > _
`�
-
om_._. _
Tap/Sleeve onto - -- --
-- 16" existing water main
with 12" line and 12" valve
FUTURE
EVEL
�f E T �
FUTURE FUTURE
LOP� DEVELOPMENT� � % �De -r
DEVELOPMENT
�`
{UC* y Al
k A
/ Ali'`
fire nYdr, I1
Est, 6 , c ants to sn°
FUTURE
t.
®nnectro� �, c`Uc'e �' bU
ry
gate Vale
Y 01
y
mom :rP
.:
R ee
2„ fiat e � � �
h '6
I
Att. �
°�'
ray OPS%%-I
SF
a f'¢
UU
IN-
} 4 y
i Wo 1 2x12x8 Tee
2-1Valves
1-8" Valve
t a
Bldg Service
8x2x8 Tee a
_ db bb 46 _ 2" Valved
LOWLOWE S HOME I N; INC. 8x8x10 Tee
UTILITY NOTES: 2-8" Valves
1-1 Q Valve
- All utility and road installations shall adhere to current Town of Surf City
Specifications. See Town of Surf City Specifications for details.
- All sewer and water installations shall be subject to NCDENR regulations.
- All sewer and water lines to have a minimum of 3' of cover.
- All water main supply lines are to be C-900 PVC or Town of Surf City
approved piping
Standard 2" Meter Installation and Vault
Piping to be brass and copper tubing and shall be equipped with angled check valve
outlets and by-pass flanged valve or by-pass fainged ball valve inlets as furnished by
Ford Customsetters or Mueller.
METER BOX SHALL BE
CAST IRON
BY SOUTHERN FOUNDRY
OR
APPROVED EQUAL. —FIN.
GRADE
iiilllil11
.
�
METER
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u
PLAN
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d'%r?rQ$'�S.°ii;r`4varar.•
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►v'L ��4'..'3. :o•
I" IRON BRACE
BASE
PIPE
ELEVATION
post indicator
: •system)
f -
I
(potable)
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FUTURE
*EVFLOP
a
r r I NOTES:
1. The Contractor shall contact the Power Co., Gas
Co., Telephone Co. and TV/Cable Co. for the exact
location of all underground mains, cables, or lines
before construction begins.
Power Poles shall be properly secured when
WE TL A NQ S -f installing water pipe near and around them.
Contractor to abide by all current Town of Surf City
Specifications for water and sewer. See
specifications as noted.
2. Pipe separations. The following minimum pipe
separations shall be maintained, as per DEH 15A
NCAC 18C, Section .0906:
Between crossing of Sanitary Sewer and Storm
Drains: 24" Vertical.
Between crossing of Sanitary Sewer and Water
Mains: 18" Veritcal, Water over Sewer.
-f Between Sanitary Sewer and Water Mains lateral
rY � ,
on the same elevation: 10 feet Horizontal.
(Exceptions to these must be approved by the
Engineer and laid using ferrous piping)
3. Engineer must approve rove all deviations from Plans
�
and Specs. Where Plan differ from Specs.; Plans
12x12x10 Tee shall be considered correct.
2-12" Valves
1-10" Valve 4. Total 12" Water Main - 970 LF
Total 10" Water Main - 960 LF
Total 8" Water Main - 11080 LF
5. Water line to have a minimum cover of 3'.
--T B 3/4" S
P,
6'
12" Valve
12" Cap/Blocking 5
�7
o ustness, eI V %.9
ord, Mueller Double
Gulfbox or approved equal
-Meter & Valve
----2" Service, 4 meters
i--8" Water Main
GANG METER ASSEMBLY
N.T.S.
See Section 5.00, (Town of Surf City Standard
Specification and and Details) for Water Distribution
Material and Installation Specifications
0 25 50 75 100 150 2
SCALE
4
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W Yir
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W 0 00 0
Q C
0 N N O O
0
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DATE:
9/11/08
DRAWN BY:
RAM
CHECKED BY:
MFA
SCALE:
ill = 50'
SHEET NO.
WA-1

SUPER -PAVE MIX DESIGN CRITERIA
(Basis: NCDOT Specifications Manual)
Mix
Type
(e)
Design
ESALs
(millions)
a)
Binder
PG
Grade
(b)
Compaction Levels
No. of Gyrations @
Max. Rut
Depth
(mm)
Volumetric Properties
c
VMA
% Min.
VTM
%
VFA
Min. -
Max.
%Gmm
@ Nini
Ni„ i
Ndm
S - 4.75A
<0.3
64 - 22
6
50
---
20.0
7.0 - 15.0
---
SF - 9.5A
<0.3
64 - 22
6
50
11.5
16.0
3.0 - 5.0
70 - 80
<=91.5
S-9.513
0.3-3
64-22
7
75
9.58
15.0
3.0-5.0
65-.80
<=90.5
S - 9.5C
3-30
70 - 22
8
100
6.5
15.0
3A - 5.0
65 - 76
<-=90.0
S - 9.5D
> 30
76 - 22
9
125
4.5
15.0
3.0 - 5.0
65 - 76
<=90.0
S -12.5C
3-30
70 - 22
8
10
6.5
14.0
3.0 - 5.0
65 - 75
<=90.0
S - 12.5D
> 30
76 - 22
9
125
4.5
14.0
3.0 - 5.0
65 - 75
<=90.0
I- 19.OB
< 3
64 - 22
7
75
---
13.0
3.0 - 5.0
65 - 78
<=90.5
I - 19.0C
3-30
64 - 22
8
100
---
13.0
3.0 - 5.0
65 - 75
<=90.0
1- 19.OD
> 30
70 - 22
9
125
---
13.0
3.0 - 5.0
65 - 75
<=90.0
B - 25.OB'
< 3
64 - 22
7
75
---
12.0
3.0 - 5.0
65 - 78
< =90.5
B - 25.00
> 3
64 - 22
8
100
---
12.0
3.0 - 5.0
65 - 75
<=90.0
B - 37.5C
> 3
64 - 22
8
[---.fO;
---
11.0
3.0 - 6.0
63 - 75
<=90.0
Design Parameter
Design Criteria
All Mix Types
1. Dust to Binder Ratio (P0.075 / Pbe)
0.6 - 1.4
2. Retained Tensile Strength
TSR AASHTOT 283 Modified
85% Min. (d)
NOTES.
(a) Based on 20 year design traffic.
(b) When Recycled Mixes are used, select the binder grade to be added in accordance with
Subarticle 610-3(A),
(c) Volumetric Properties based on specimens compacted to Nd,, as modified by DOT
(d) AASHTO T 283 Modified (No Freeze -Thaw cycle required). TSR for Type S 4.75A,
Type B 25.0, and Type B 37.5 Mixes is 80% minimum.
(e) Mix design criteria for Type S 4.75A may be modified subject to the approval of Engineer
WEATHER, TEMPERATURE, AND SEASONAL LIMITATIONS FOR
PRODUCING & PLACING ASPHALT MIXTURES
Do not produce or place asphalt mixtures during rainy weather, when the subgrade or base course is
frozen, or when the moisture on the surface to be paved would prevent proper bond. Do not place
asphalt material when the air temperature, measured in the shade away from artificial heat at the
location of the paving operation and the road suface temperature in the shade is less than the
temperatures shown in the table below.
Do not place surface course material that is to be the final layer of pavement between December 15
and March 16 of the next year if it is 1" or greater in thickness, unless otherwise approved. Do not
place open -graded asphalt friction course between October 31 and April 1 of the next year, unless
otherwise approved.
As an exception to the above when in any day's operations the placement of a layer of asphalt base
course material or intermediate material 2" or greater in thickness has started, it may continue
until the temperature drops to 32°F.
Do not place plant mix base course or intermediate course that will not be covered with surface
course during the same calendar year or within 15 days
s of placement if the plant nt mix is placed in
January or February. Failure by the Contractor to cover the plant mix as required above will result
in the Engineer notifying the Contractor in writing to cover the plant mix with a sand seal. Apply the
sand seal in accordance with the requirements of Section 660 of the NCDOT Specifications, except
that Articles 660-3, 660-11 and 660-12 will not apply. Perform this work at no additional cost.
Asphalt Concret Mix Type Min. Air Temp.(°F) Min. Road Surface Temp.(°F)
ACBC, Type B 25.013, C, B 37.5C 35 35
ACIC, Type 119.013, C, D 35 35
ACSC, Type S 9.5C, D, S 12.5C, D 50 50
ACAC, Type S 4.75A, SF 9.5A, S 9.513 40 50
All asphalt mixing plants shall conform to the requirements of the NCDOT Specifications,
Subarticle'610-5(B) for the preparation of asphalt mixtures.
EXISTING ROW--. EXISTING EOP C HWY 210
� F
EXISTING C�iR
is Curb
Curb to stop here
ALSTON BLVD. DETAILS. HIGHWAY 210 DETAILS
N.T.S. N.T.S.
6' wide shoulder min. Surface Course, 1.0" - SF 9.5A across all
Standard 24" 1' Asphalt, 5' Earth areas where striping will change and
Curb/Gutter 35' Min. Slope - 6:1 across all widened areas.
A" per foot slope y { Per foot slope
Existing Road
Surface Course, 2.0" - S 9.5B So 3� Surface Course, 2.0" - S 9.5B
Base Course, 5.5 B 25.0E " - �0.� �`oQo Intermediate Course, 3.0" -1 19.013
Base Course, 5.0" - B 25.013
Details of Alson Blvd. down to and
includingthe 3 Harris Teeter Entrances Widen Hwy. 210 syme#rically,
6 feet each side
approx. 615' from Hwy. 210 EOP VAreas where ditching
will be utilized
CURB/GUTTER DETAILS at HWY. 210
Hwy. 210, asphalt
N.T.S.
from Hwy. 210 EOP
J. 24" Curb/Gutter
aNVE V, Iu V, Vurb to grade
Alston Blvd., asphalt
F 6' min.7
12" min'. cover
RCP Pipe areas where
shoulder cannot remain
inside existing ROW
Construction Notes:
1. All pavement markings shall be a permanent thermo-plastic applied stripe. 'Snow -plowable reflectors shall installed. Both
shall be in accordance with the latest edition of the Manual of Uniform Traffic Control Devices (MUTCD) published by the
Federal Highway Administration and the North Carolina Supplement to the MUTCD.
2. Construction of the widening Hwy. 210 (adding turn lanes) shall be in accordance to current NCDOT standards.
3. Full width of lanes shall be 12' in all areas.
4. Where noted, ditches will be filled and piped on both sides of Hwy. 210.
PAI»_ r
s
1WIDENING 0 W Ir-Av" Y. 2 111 0
1.
Sw ��wide
Harris er and
Su �� Itv Cy s i a
vi kip White Line, �� wide, O' 'long ; U �
S
MSw Mini-n
t
SDy w Solid Double w Line, 8 wide @ Alstoin v W-,den`rig"$ 3 I a l,
SGy Solid Gore Yellow Line, y
U
la=a e b� �..Widrn
Hwy. . the sou'[ east `:a ectlon °'.moo a m t Left
Arrows A to be white I n l 0 $= Ito Alston � (comingend of front Suit City).
Lij e n
r- ;u,s ate stems _ yx a .52 ,
a I 1 _ l � R � L WIDENING
�o°°`fit �Eaz� i ? `AL WIa ;` _ ✓'9®�� %7t�i�It's
CIL
STORAGE
IDEN TO 3
1 �} -DECEL. TAPFR
Remove Existing Striping Prop. Striping Remove existing
pipe -
with
1" overlay Prop. Inlet Box, Invert - 49.6
,
APPROACH TAB
Prop. 13 RCP, 12 mina coverPror Inlet Bos.Ine4x j r . i�Box, Inver43.E Pr p. Inlet Box, in e{g _OLUCC
p Sw rnetonve�m 3�
5
Sr
a
IE ;sting 18" RCP
�xisting Ditch C � -J
rr Pis
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ing Inlet _
a _
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MoveF.H. I _ iSx70�e P.P. 5 a - W
SDy
s xyy� f x { '"�'- "`'---� ��'� `�� 9"
_ �, 0
Prop. 13{{ RCP Invert - 3,5-'�-----.-a-��e� �S� Q
Remove Drive, move pour pees Prop. Inlet ®x, Invert - �, ry -- `�
4 p� W c� N
Grate - 43.2' R50 ,G R40 r to stop snort of EOP b _ _ _ ■
3 , j � briping (gores to e � W � ■
Remove existing Inlet boxes (2 and pipe. Inlet Box, Q
o~
,v - 13 RCS r;eb Box, Invert m 44.E m7.3 ' angle
I r �t 1 r; apart at a 0,
Install ` RCP, 260 LF to existing
Prop. Street r F Water Flow i ' ` { " c Existing Ditch Cf� � _ � �'�r ''n r�
Proposed 8" min. 2 cover "�• ■■�
-Existing Pump m$ {. �I �l ! y : I Reserved 12' ROW for future expansion Prop. Ditch C _. EEC'/ y � ■�■
i
. ' _ t _ 1° Existing18'° RCP G E'O �„? N
f co E �'0
FUTURE - �, % %DOT o1 cat � Restricted Access
� X/S� Q
tiRE TORAGE
� ��._
DEttELC}PIViENT � , _ Prop. ®rain Inlet j troy ESP, G r � 1 tier 4 oST/AlC �o Z" '0" I=
i / �o re ain r tyre expansion
� � � ° � � � �q � � Z
Must 1i � _ t 2550' because of Station ! t �� l�
>.: P-
t 0
i ® U Q
o w
Curb.""" utter j DATE:
Sidewalk, concrete � � � � �" 6/25/08
FUTURE �a DEVELOPMENT DRAWN BY:f
WETLANDS
RAM
k l CHECKED BY:
MFA
PROPOSED HARRIS TEETER SCALE:
1 '1 no= 601
SHEET NO.
R D.`"
0 25 50 75 100 150
FEET

LEGEND
Water Line
Gravity Se r '&Ln
Proposed Contours
...
"�._m._s ,a.L _ Pirpmg
F't^ b'Y h "^ ro T- '°`i 3
r7 7
. ti,� �._ a w_ U o n Box
Jj wry .:�"�b'�
[�_s`
C o . 3
S �e
m� _.e _� x
12f
Fire Hydrant
WV
Water Valve
Sewer Manhole
Handicap Ramps
6" Sevver Lateral
4
4S
47
\.
f 1J (\O 47
.26
r
C196 Ater
S Grav,. P1,C a1,l
pR?s 11tYSe Pine
Sp G��i pVC
Ras pV Sew
C p��
0
Sewer Pump Station
ISO
0 low=$
2
0
ALSTON BLVE
to eweir Lateral
m
Q
Q
g
<
0
o
000)00
06
O
O
O
Gi
N
N
M
d'
CD
P-1 M 1
Proposed Curb Inlet
P = gate Elev. - 9.
£}t
PI 16
Invert - 465
OOF
74- -� ,g
.,
8.3 Proposed Curb Inlet
III Grate Elev. - 482
t
3 0+ H Invert - 5. '
47.E
- MH-8A
v..
Proposed Hiway Widening
MH-8 li#'
0
6" 0 11 1
0 25 50 75 100 150 200
PLAN SCALE
ALSTON BLVD. - Centerline Profile
/San Plan viaw for nutter elevations)
Grass
1/2" Expansion
Standard Curb and G
56
54
52
50
48
56
54
52
50 Sta. o+oo,
Exist. CL of 210
48
_
-0.63
o Slo
-
.700/o
toe
.0%0
toe
p
" €
ace Overlay,
y
existing
slope
p
-2.0
o So
_
0.3��
o
®
®®
Surf
e Course,
2
"- S
5B46
®
Baseou
.
.
./46
44
42
44
42
15"
RCP
18"
RCP
2
tt RCP
Last
t
15 to
tt
e 6 o
ABC
tone
grad
r�.
_
tt
24 R
P
40
38
36
34
32
303T_
40
38
36
34
32
30
28
8 ?q
ur
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0
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a
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o
Q
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co
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t
t
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t
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a �
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ra pit
e w
v
a�i
v
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c'u
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28
26
24
W
W
W
w
w
w
w
w
26
24
LO
o
M
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co
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Q
+
+
cc
cc
cc
cc
cc
DATUM EEEV s
20-00 8+50 8+00 7+50 7+00 6+50 6+00 5+50 5+00 4+50 4+00 3+50 3+00--2+50 2+00 1+50 1+00 0+50 0+00 3
5' Wide Grassed Utility Strip
100 75 50 25 0
Slope toward road, 4 %
PROFILE SCALE
5' Wide Concrete Sidewalk Standard 24"
Slope toward road, 2 % Curb/Gutter
5' 5' 2' T 35' 2' 51 5�
per foot slope
III —III fit Tlj .,. :4.� fib: 1-14f tit—IEt'iif—tTi_,��
Concrete Sidewalk - f Surface Course, 2.0" - S 9.5B
Concrete to be 3,000 psi with sawed construction
joints 5' OC. Traverse Expansion Joints to 50' OC. Base Course, 5.5" - B 25.0B
Concrete to be finished with curing compound.
ALSTON BLVD, - Section View
(Not to Scale)
Plan View
Handicap Ramp Detail a
N.T.S.
k
12:1 Slope, Min.
Min. 42" Transition
utter
urb
1 /2" Rad. 3" Rad. 6" ad
tI-•------24"----�
Curb/Gutter Cross -Section
t!)
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DATE:
9/12/08
DRAWN BY:
RAM
CHECKED BY:
MFA
SCALE:
1"=50'
SHEET NO.
IS I

-A
LO E'S HOME CENTERS, INC.
STORMWATER PIPE
From
To Size
Length
Type
Invert Out
ST1
ST2
15
182
Curb
46.80
ST2a
ST2b
15
172
Drop
47.50
ST2b
ST2c
15
80
Curb
47.10
ST2c
ST 2d
24
80
Curb
45.80
ST2d
ST2
24
60
Curb
45.63
ST2
ST3
24
76
Curb
45.32
ST3
ST4
24
112
Curb
44.98
ST4c
ST4b
15
100
Curb
45.50
ST4b
ST4c
18
208
Curb
44.97
ST4c
ST4
18
76
Curb
44.54
ST4
ST5
30
120
Curb
43.94
ST5
ST6
30
60
Curb
43.56
ST6
ST7
30
116
Curb
43.30
ST7a
ST7
15
56
Drop
44.50
ST7b
ST7
18
64
Junct
45.11
ST7
ST20
36
8
Curb
42.33
ST8a
ST8b
15
40
Curb
42.50
ST8b
ST8
15
20
Curb
42.33
ST9
ST10
15
148
Curb
52.50
ST10
ST11
15
64
Curb
50.33
ST11
ST12
15
56
Curb
49.05
ST12
ST13
18
132
Drop
48.17
ST13
ST14
18
44
Curb
47.66
ST14a
ST14b
15
160
Curb
55.00
ST14b
ST14
18
112
Curb
48.80
ST14c
ST14b
18
48
Curb
49.00
ST14
ST15
24
76
Curb
46.79
ST15a
ST15b
15
168
Drop
48.00
ST15b
ST15c
18
16
Curb
46.98
ST15c
ST15
18
88
Curb
46.83
ST15
ST16
30
116
Curb
45.80
ST16
ST17
30
180
Curb
45.29
ST17
ST18
30
68
Curb
44.54
ST18
ST19
30
96
Curb
44.13
ST19a
ST19
15
60
Junct
45.00
ST19
ST20a
36
12
Curb
43.06
ST20a
ST22
30
24
Smart
42.90
ST20
ST21
30
204
Smart
42.20
ST21
ST22
24x2 36
Junct
40.50
ST22
Ovrflo
36
76
Junct
40.21
ST30
ST31
24
36
Curb
43.50
ST31
ST32
24
68
Curb
43.32
ST32a
ST32
15
80
Curb
44.40
ST32
ST33
24
136
Drop
43.04
ST33
ST34
24
40
Curb
42.36
ST34a
ST34
15
40
Curb
42.50
ST34
ST35
24
92
Curb
42.05
ST35
ST36
24
80
Curb
41.42
ST36
ST37
24
84
Curb
40.83
ST37
ST38
24
196
Junct
40.02
ST37a
ST37b
15
80
Curb
40.60
ST37b
ST37
15
20
Curb
40.26
ST38
ST39
24
356
Junct
39.72
ST39
ST40
24
220
Junct
39.26
ST40
Ovrflo
24
20
Smart
34.90
Example:
ST1 -
Stormwater Inlet #1
B1 - Basin
#1, D1 - Distribution
Box #1
Unless noted all stormwater piping to be
Reinforced Concrete (RCP)
� U
-2
U > g 0.cC
�w O
0 d o
00-
s-
cu
c- 11 NOS Co
a
o
�� a'> ?
> 0 w E T' 'W 4 ry
Willi
_ - Inlet et Box
-Existing 18" RCP
sting Ditch �.
c� � ,• Q ---� ._,..,__.•,_ � . - =
sa `aa S a.,x L .. 4... ..�. `.: e' 7 -.w•• i_ z.i)Ct._ +_,., 6 '."` •..--,., "`'` '"-...,„, e's"
_ S� q t q pp ..d �:. .,,, w_; ..�..».y, ..may .....,,,•a®,
L-..L ij P pis
f `®. �� 2 :',.�> v�
ZZMn
FUTURE � � � � � �� � � `� ��' �� _ .., � � Existing Ditch CL
DE
,, N
n
t VELOPMENT &t S T
a FUTURE � F
a � sDEVELOPMENT f DEN7 P
°M
yOP
', p J �DEVELOPMENT Proposed Conto�TdD, v �
q Q rk f a ate; Grading plan will depend on - a
/. t 3�h E future tenant
\\ r S
Drainage
. Area
'VA
3f
Vim " K e�aa
7
X0,
n
�� � � � Aso
s i / i
_ a
t` ! 1• t a Retaining ball
w l 250', 4.5' high
6 1' �� �,F2etaini Wall
f 260', 4 ' high `
i !+'
3
= d r
_ Perty e o prop
f f
h
x52.% �,
x 52.2 FUTURE V
Co
D 2)
97
WETLANDS -V
��o ��
�� r use �:� � 3 %°.3 ,Z°y„f�,, .: �� £ ., �a 'a� \s " � � � � - °Y �
RETAtt � � � � � � ':,t; �' V � V � � ��� V � � �` f FUTURE
st s j zz V V DEVELOPME•W
f V - / V V
Co
co f
�i
f `o�p90�ijj WETLANDS: Proposed Contours TBD,
Prop. 48" RCP, fill in existing
riprap bypass canal, 270 LF
L OW. S HOME CENTERS, INC.
Distribution to Basins
From To Size Length Type Invert Out
ST8 B1 15 12 Smart 42.30
ST20 D1 15 4 Smart 42.20
D1 B2 15 52 Distr 42.00
D1 B3 15 16 Distr 42.00
D1 B4 15 56 Distr 42.00
ST20a D2 15 4 Smart 43.00
D2 B5 15 42 Distr 42.80
D2 B6 15 16 Distr 42.80
D2 B7 15 42 Distr 42.80
ST41 B10 15 20 Distr '.35.00
ST41 B11 15 48 Distr 35.00
* Example: ST1 - Stormwater Inlet#1
B1 - Basin #1, D1 - Distribution Box #1
** Basins 8 & 9 incoming piping to be designed by others
Basin Pipe Inverts
To Basin
From Basin Size Invert In
ST8 131 15 42.00
D1 B2 15 41.60
D1 B3 15 41.60
D1 B4 15 41.60
D2 B6 15 41.90
D2 B6 15 41.90
D2 B7 15 41.90
ST22 Ovrflo 36 39.00
ST41 B10 15 34.50
ST41 B 11 15 34.50
ST40 Ovr io 24 34.10
* Example: ST1 - Stormwater Inlet #1
131 - Basin #1, D1 - Distribution Box #1
Basins 8 & 9 piping to be desig►ed by others
0 50 100 150 200 300 400
SCALE
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DRAWN BY:
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SCALE:
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SHEET NO.
SW-1
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p
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ST5 ST6 30 60 Curb 43.56
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s
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52
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ST8a ST8b 15 40 Curb 42.50
45
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m
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RAI
ST14a ST14b 15 160 Curb 55.00
co L0
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ST14c ST14b 18 48 Curb 49 00
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ST15c ST15 18 88 Curb 46.83
ST15 ST16 30 116 Curb 45.80
A ST16 ST17 30 180 Curb 45.29
ST17 ST18 30 68 Curb 44.54
ST18 ST19 30 96 Curb 44.13
ST19a ST19 15 60 Junct 45.00
ST19 ST20a 36 12 Curb 43.06
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,0 Unless noted all stormwat rpiping
�� e tobe
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Basin Pipe Inverts
To Basin
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ST8 B1 15 42.00
D1 B2 15 41.60
D1 B3 15 41.60
D1 B4 15 41.60
D2 B5 15 41.90
D2 B6 15 41.90
D2 B7 15 41.90
ST22 Ovrflo 36 39.00
Example: ST1 - Stormwater Inlet #1
131 - Basin #17 D1 Distribution Box #1
' Basins 8 & 9 incoming piping to be designed by others
Distribution to Basins
From To Size Length
Tyke
Invert Out
ST8 131 15 12
Smart
42.30
ST20 D1 15 4
Smart
42.20
D1 B2 15 52
Distr
42.00
D1 B3 15 16
Distr
42.00
D1 B4 15 56
Distr
42.00
ST20a D2 15 4
Smart
43.00
D2 B5 15 42
Distr
42.80
D2 B6 15 16
Distr
42.80
D2 B7 15 42
Distr
42.80
Example: ST1 - Stormwater
Inlet #1
B1 - Basin #11 D1 - Distribution Box #1
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by others
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DRAWN BY:
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SCALE:
1"=3
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SHEET NO.
SW-2
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SCALE

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Length
Type
Invert Out
ST1
ST2
15
182
Curb
46.80
ST2a
ST2b
15
172
Dropco
47.50
ST2b
ST2c
15
80
Curb
47.10
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24
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Curb
45.80
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ST2
24
60
Curb
45.63
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ST2
ST3
24
76
Curb
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ST3
ST4
24
112
Curb
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y
ST9
ST10
15
148
Curb'
52.50
_
ST10
ST11
15
64
Curb
50.33
ST11
ST12
15
56
Curb
49.05
ST12
ST13
18
132
Drop
48.17
ST13
ST14
18
44
Curb
47.66
ST14a
ST14b
15
160
Curb
55.00
ST14b
ST14
18
112
Curb
48.80
ST14c
ST14b
18
48
Curb
49.00
ST14
ST15
24
76
Curb
46.79
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ST15a
ST15b
15
168
Drop
48.00
ST15b
ST15c
18
16
Curb
46.98
ST15c
ST15
18
88
Curb
46.83
ST15
ST16
30
116
Curb
45.80
A
ST16
ST17
30
180
Curb
45.29
ST17
ST18
30
68
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131 - Basin #1, D1 - Distribution Box #1 Z Z
Unless noted all stormwater piping to be,�„[
Reinforced Concrete RCP �"' 0 �
(RCP) W 0 Z
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Distribution to Basins �„ Q
Cd W6
1-- 19 3:
Length From To Size Len Type
� �.... Yp Invert out
} ST50 C8 15 12 Smart 54.60
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` Example: ST1 - Stormwater Inlet #1,
131 - Basin #1, C8 - Sediment Box for Basin 8 n (�
V
' Basins 8 & 9 incoming piping to be designed a w
by others
r3 DATE:
9/11/08
DRAWN BY:
RAM
CHECKED BY:
MFA
SCALE:
if' '- 301
SHEET NO.
SW-3
SCALE

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SCALE
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Prop. 18up RCP CV
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tXisting 18" RCP tv
Exisfing Ditch P45 roposed Contours
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STORMWATER PIPE
lepend on.
4. �o From To Size Length Type Invert Out
ST4a ST4b 15 100 Curb 45.50
ST4b ST4c 18 208 Curb 44.97
ST4c ST4 18 76 Curb 44.54
ST30 ST31 24 36 Curb 43.50
Mr ST31 ST32 24 68 Curb 43.32
} ST32a ST32 15 80 Curb 44.40
1 4 ST33 T32 S 2 36 Drop 43.04
ST33 ST34 24 40 Curb 42.36
I
ST34a ST34 15 40 Curb 42.50
ST34 ST35 24 92 Curb 42.05
ST35 ST36 24 80 Curb 41.42
ST36 ST37 24 84 Curb 40.83
ST37 ST38 15 196 Smart 40.02
ST37a ST37b 15 80 Curb 40.60
` ST37b ST37 15 20 Curb 40.26
ST38 ST39 15 356 Junct 39.72
Example: ST1 - Stormwater Inlet #1,
IV B1 - Basin #1, D1 - Distribution Box #1
Unless noted all stormwater piping to be
1 =` Reinforced Concrete (RCP)
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DATE:
9/11/08
DRAWN BY:
RAM
CHECKED BY:
MFA
SCALE:
1"=30'
SHEET NO.
SW-4

'Smart
From Drainage
Area
3:1 Side Slopes
Basin
Plan View
'Smart Box' Forebay Infiltration Basin
(2.5' deep) (2' deep)
r-- XF,3 X � 2
Clean Sand, 4"
RCP, 15" Bottom of Basin to be
Elevation View a min. of 2' above SHWT
OPEN INFILTRATION BASIN -
(Typical)
See enclosed data for individual basin volumes &surface areas
Standard 2' Manhole Cover
4811
1
60"
Concrete Inlet, typical
From Drainage ' _ '�— _ _
`— RCP, 15"
Area �� — �
t — 48 To Infiltration
-- — -- = Basin
Concrete Weir, 4" thick
To Bypass
Collection
Basin
'SMART BOX'DETAIL.
(Typical)
Smart Box
Information
Box No.
Invert In
OvrFlo Invert Invert Out
Wier Elev.
ST 8
1511,
42.3'
15"
- 42.2'
15"
- 42.2'
44.00'
ST 20
30"
- 42.1'
30"
- 42.0'
15"
- 42.0'
45.00'
ST 20a
30"
- 43.0'
30"
- 42.9'
15"
- 42.9'
45.00'
ST40
24"-35.0'
24"-34.9'
15"-34.9'
36.50'
ST 50
24"
- 54.2
24"
- 54.1'
15"
- 54.1
5.00'
ST 51
24"
- 54.2
24"
- 54.1'
15"
- 54.1
57.00'
ten
ptfi V
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From Drainage
Area
Forebc
'Smart Box'
Forebay Filter Strip
3' deep to 1' deep
Min. 50'
%(\_1% - 5% grade, typical
RCP--/
Concrete Level Spreader w/ footer
Elevation View
VEGETATION FOR FILTER STRIP:
The following is a list of vegetation that can be included:
Swamp Milkweed
Sedges
Swamp lily
Pinelands Mallow
Spider lily
Seashore Mallow
Joe Pye Weed
White Star Grass
Elderberry
Dense Hypericum
FILTER STRIP w/ LEVEL SPREADER.
(Typical)
See enclosed data for individual forebay surface areas and level spreader lengths
/---Top to. be Level, even with forebay exit lip
15"
Fester
CONCRETE LEVEL SPREADER
(Typical) #4 REBAR OR PINS
Alternative: Proper length of 24" RCP buried and filled with dirt
with the top of the pipe level can be used V STANDARD ODUERSA-LOK (OR ULAR
CONCRETE UNITS —
From Drainage
Area
—Standard 2' Manhole Cover
48#►
lei ,--Concrete Inlet, typical
"",—Concrete Weir, 4" thick
tion
SEDI M ENT'CLEAN-OUT' BOX DETAIL
CAP UNIT
ADHERE TO TOP UNIT
WNERSA-LOK (OR EQUIV.)
CONCRETE ADHESIVE
COMPACTED FILL
12 DEEP
FILTER FABRIC
GEOSYNTHETIC REINFORCEMENT
Mirafi Miragrid 3XT (or equivalent)
Laid 24 OC at 7 into backfill
WASHED #57 STONE FOR DRAINAGE
12" THICK MIN.
`� REINFORCED BACKFILL
fti/j��i, COMPACTED 95% OF MAXIMUM
j//j//�\/ STANDARD PROCTOR DENSITY
4" DIA. (MIN.) DRAIN PIPE
OUTLET @ END OF WALL
SLOPE TO DRAIN (1/81/17T.)
\--COMPACTED FILL
GRANULAR LEVELING PAD
6" THICK WIN.
REINFORCED RETAINING WALL
(Typical) MODULAR CONCRETE UNIT, TYPICAL
SCALE: NONE
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DATE:
9/11/08
DRAWN BY:
RAM
CHECKED BY:
MFA
SCALE:
No Scale
SHEET NO.
SO W-6