93-08 Oversized Plans 2014

PROJECT INFORMATION
ECES PROJECT NO:
1327
LEGAL REFERENCE
TAX PARCEL:
23000049
DEED:
BOOK 2476, PAGE 0318
LOCATION:
VILLAGE POINT RD SW (SR 1145)
SITE SUMARY
TOTAL SITE AREA:.
984,547 SF = 22.602 AC
TOTAL WETLANDS AREA:
130,888 SF = 3.00 AC
TOTAL SURFACE WATER AREA:
26,657 SF = 0.612 AC
TOTAL PROJECT AREA`.
957,890 SF = 21.99 AC
ZONING
EXISTING ZONING:
R-10 WITH PRD OVERLAY
EXISTING USE:.
VACANT
'PROPOSED ZONING:
R-10 WITH PRD OVERLAY
PROPOSED USE:
SINGLE FAMILY RESIDENTIAL
FLOOD ZONE
FIRM MAP:
3720108600J
ZONE(S):
AE, X
BASE FLOOD ELEV:
11.30
DATUM:
N.G.V.D. 88
RIVER BASIN
LUMBER
DATUM
VERTICAL=NAVD 1988
HORIZONTAL=NAD 83-2011
BENCHMARK
NC GEODETIC SURVEY
MONUMENT "C-161 "
11.85' (NAVD 88)
BUILDING SETBACKS
FRONT:
30'-0"
REAR:
20'-0"
SIDE:
8'-0"
OPEN SPACE
REQUIRED:
126,324 SF = 2.90 AC
PROVIDED:
WETLANDS:
112,416 = 2.58 AC
UPLANDS:
85,126 SF = 1.95 AC
TOTAL:
197,542 SF = 4.53 AC **
* WETLANDS OUTSIDE OF LOT AREAS
** EXCLUSIVE OF EASEMENT AREAS
RECREATI • N SPACE
ACTIVITY 1:
PEDESTRIAN TRAILS, WALKS, SEATING
ACTIVITY 2:
CORN HOLE
ACTIVITY 3: - f
PICNIC AREA WITH FIRE PIT
LOT INFORMATION
TOTAL NUMBER OF LOTS:
42
M4tN, LOT SIZE REQUIRED:
10,000 SF
MIN- LOT SIZE PROVIDED:
10,082 SF
MIN: LOT WIDTH REQUIRED:
75'-0"
MIN. LOT WIDTH PROVIDED:
75'-0"
MIN. LOT FRDNTAGE CUL-DE-SAC:
40'-0" (75'-0" AT B/L)
BUILDING WFOWATION
MAX. BUILDING HEIGHT:
40'-0"
MIN. F.F. ELEVATION:
2 FT ABOVE FLOOD ELEV.
MAX. BUILDING FOOTPRINT:
3,500 SF
MAX. BUA PER LOT:
3,850 SF
ITE TRIP GENERAT40N
ITE CODE:
210
DAILY TRIPS:
402
PM PEAK TRIPS:
42
FIRE DEMAND
1,000 GPM
WATER DEMAND
AVERAGE:
16,800 GPD, 11.67 GPM
PEAK:
50,400 GPD, 35.00 GPM
SEWER DEMAND
AVERAGE: "'
81820 GPD, 6.13 GPM
PEAK: -
35,280 GPD, 24.50 GPM
SUBDIVISIO
FOR
NP AN
SHAL:�LOTTE
O"E
, NC
EVELOPER:
HAMMOCKS A SHALLOTTE POINTE, LLC
C/O MR. PETE MACE
710 SOUT BENNETT STREET
SOUTHERN PINES, NC 28387
[phone]
MAY 2014
VICINITY MAP
NOT TO SCALE
PROJECT PERMITS
TOWN OF SHALLOTTE STORMWATER:
PENDING
NCDENR DWQ STORMWATER:
SW8 070139, 9/26/07
MODIFICATION PENDING
NCDENR SOIL & EROSION CONTROL:
PENDING
NCDENR COASTAL RESOURCES:
93-08, 6/17/08
MODIFICATION PENDING
NCDENR WATER:
PENDING
NCDENR SEWER:
PENDING
NCDOT DRIVEWAY PERMIT:
PENDING
NCDOT WATER ENCROACHMENT:
PENDING
NCDOT SEWER ENCROACHMENT:
PENDING
U.S. ARMY CORPS OF ENGINEERS:
SAW-2006-40932-010, 6/10/08
MODIFICATION PENDING
INDEX OF SHEETS
C0.0
TITLE
C 1.0
GENERAL NOTES
C2.0
EXISTING CONDITIONS & DEMOLITION
C3.0
INDEX SHEET
C4.0
EROSION & SEDIMENT CONTROL PLAN
C5.0
LAYOUT & UTILITY PLAN
C6.0
STORMWATER PLAN
C7.0
PLAN & PROFILE - TIDELANDS PRESERVE DR.
C7.1
PLAN & PROFILE - VISTA CT.
C7.2
PLAN & PROFILE - VISTA CT.
C7.3
PLAN & PROFILE - VISTA CT.
C7.4
PLAN & PROFILE - MACE CT.
C8.0
EROSION CONTROL DETAILS
C8.1
STORMWATER DETAILS
C8.2
UTILITY DETAILS
C8.3
UTILITY DETAILS
C8.4
ROADWAY & PAVEMENT DETAILS
East Coast Engin erl g &Surveying, P.C.
ENGINEERS- ERS•SURVEYORS
4918 Main Street Phone: [phone]
Post Office Box 2469 Fax: [phone]
Shallotte, North Carolina 28459 Firm License Number C-3014
RECEIVED
_ DCM WILMINGTON, NC
JUN 12 2014
FINAL DESIGN - NOT FOR CONSTRUCTION
© 2014 This drawing shall not be reproduced in whole or in part without written permission of East Coast Engineering & Surveying , P.C.

Revisions
GENERAL PROJECT NOTES
1. THIS PROJECT SHALL COMPLY WITH THE TOWN OF SHALLOTTE AND BRUNSWICK COUNTY DEVELOPMENT STANDARDS.
t
2. THIS PROJECT SHALL COMPLY WITA THE TOWN OF SHALLOTTE'SµSTORMWATER MANAGEMENT ORDINANCE AND MUST BE ISSUED
A STORMWATER PERMIT FROM THE TOWN OF SHALL,OTTE`.
3. THIS PROJECT SHALL COMPLY WITH THE STATE OF NORTH CAROLINA STORMWATER PERMITTING PROGRAM.
4. THIS PROJECT SHALL COMPLY WITH ALL REQUIREMENTS OF THE TOWN OF SHALLOTTE'S FIRE MARSHALL .
S. ANY MINOR DEVIATION TO THIS PLAN SHALL REQUIRE APPROVAL OF THE LOCAL ADMINISTRATOR. ANY MAJOR DEVIATION TO
THIS PLAN SHALL REQUIRE APPROVAL OF ALL REGULATING AGENCIES AND BODIES.
6. THIS PROPERTY IS SUBJECT TO ANY VD ALL EASEMENTS, COVENANTS, RESTRICTIONS, RIGHT-OF-WAYS OF RECORD,
GOVERNMENTAL ORDINANCES AND/OR REQUIREMENTS WHICH MAY LIMIT THE USE OF THIS PROPERTY.
7. THIS PLAN DOES NOT GUARANTEE, THE EXISTENCE OF UNDERGROUND UTILITIES. PRIOR TO ANY CONSTRUCTION, THE
CONTRACTOR SHALL VERIFY THE. EXISTENCE AND LOCATION OF OR THE NON-EXISTENCE OF UNDERGROUND UTILITIES
(HORIZONTAL AND VERTICAL). WHERE CONFLICTS .00CUR, ' THE CONTRACTOR SHALL CONTACT THE ENGINEER PRIOR TO
BEGINNING CONSTRUCTION.
8. OWNER AND OWNER'S CONTRACTOR SHALL COORDINATE, WITH ALL FRANCHISE UTILITIES REGARDING THE RELOCATION OF
EXISTING AND PROPOSED UTILITIES AS REQUIRED.
9. THIS DRAWING REFLECTS THE CONDITIONS AT THE TIME OF SURVEY AND MAY NOT REPRESENT CURRENT CONDITIONS.
10. THIS PLAN IS NOT INTENDED AS A SUBSTITUTE FOR THE PERSONAL INVESTIGATION, INDEPENDENT INTERPRETATION, AND
JUDGEMENT OF THE CONTRACTOR.
11. TRASH WILL BE DISPOSED OF BY ROLL OUT CART METHOD. NO DUMPSTER IS PROPOSED WITH THIS PROJECT.
12. ALL PROPOSED HVAC UNITS SHALL BE SCREENED AND SHALL NOT ENCROACH MORE THAN 4' FEET INTO ANY YARD SETBACK,
13. ALL ROADWAY AND PARKING SIGNAGE AND STRIPING SHALL BE IN ACCORDANCE WITH THE LATEST MUTCD.
14. TRAFFIC CONTROL SHALL BE IN COMPLIANCE WITH THE LATEST NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES, ROADWAY STANDARD DRAWINGS, AND THE MUTCD:
15. ALL PROPOSED SIGNS ON THE PROPERTY WILL REQUIRE A SEPARATE PERMIT ISSUED BY THE TOWN OF SHALLOTTE
16. A SOIL BORING REPORT WAS NOT PERFORMED FOR THIS SITE. IF UNSUITABLE MATERIAL IS ENCOUNTERED NOTIFY ENGINEER.
17. THIS SITE HAS NOT BEEN EVALUATED FOR THE EXISTENCE OF 404 WETLANDS.
M A TREE SURVEY WAS NOT PERFORMED FOR THIS SITE.
19. ALL INT RIOR PLANTINGS SHALL BE BLOCKED FOR PROTECTION.
20. A MIN: 3 FOOT CLEARANCE ZONE SHALL BE PROVIDED AROUND ALL WATER METERS, SEWER PUMP STATIONS, FIRE HYDRANTS,
AND ALL OTHER PUBLIC UTILITY APPARATUS AS APPLICABLE TO THIS PROJECT.
21. THIS PRAJECT SHALL COMPLY WITH THE TOWN OF SHALLOTTE LANDSCAPING AND BUFFERING STANDARDS,
22. LANDSCAPING PLAN PREPARED BY OTHERS.
23. LIGHTING PLAN PREPARED BY OTHERS.
24. ANY ASPHALT, CONCRETE, CURB, GUTTER, UTILITIES, ETC. DAMAGED DURING CONSTRUCTION OR DEMOLITION IS TO BE
REPLACED WITH SAME BY CONTRACTOR AT THE CONTRACTORS EXPENSE.
25. ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF IN A LAWFUL MANNER.
GENERALWATER & PRESSURE SEWER NOTES
1. PIPE SHALL BE LAID IN ACCORDANCE'W1TH MANUFACTURERS' RECOMMENDATIONS AND THE PROJECT DRAWINGS AND
TECHNICAL SPECIFICATIONS. SHOULD A DISCREPANCY EXIST BETWEEN THE MANUFACTURERS RECOMMENDATIONS AND THE
PROJECT DRAWINGS AND TECHNICAL SPECIFICATIONS, THE MORE STRINGENT REQUIREMENT SHALL CONTROL.
2. ALL MATERIALS SHALL BE IN COMPLIANCE WITH THE PROJECT TECHNICAL SPECIFICATIONS.
3. TRENCH SHALL BE DUG WHEN LAYING PIPE AND ENDS PLUGGED WHEN LAYING IS DISCONTINUED. ANY WATER FROM THE
EXCAVATION SHALL BE DISPOSED OF IN SUCH A MANNER THAT THE NATURAL DRAINAGE OF THE AREA SHALL NOT BE
DISTURBED.
4. TRENCH BACKFILL IS TO BE FREE OF STONES AND ANY FOREIGN MATERIAL, AND SHALL BE PLACED IN SIX (6) INCH LAYERS
COMPACTED IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS.
5. DETECTABLE TERRA TAPE D IS TO BE INSTALLED APPROXIMATELY 18 BELOW FINISHED GRADE AND DIRECTLY OVER ALL PIPE. 12
GAUGE STRANDED OR BRAIDED COPPER WIRE SHALL BE AFFIXED TO ALL PVC AND PE PIPE AND TIED OFF ON VALVE AND
HYDRANT LEGS.
6. THE CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND UTILITIES PRIOR TO DIGGING, WHETHER OR NOT THEY
ARE SHOWN ON THE PLANS, UNDERGROUND UTILITY LOCATIONS, IF SHOWN ON THE PLANS, ARE BASED UPON THE BEST
AVAILABLE INFORMATION AND SHOULD BE CONSIDERED ONLY AS APPROXIMATE.
7. WATER LINES AND SEWER LINES SHALL BE INSTALLED AT LOCATIONS AS SHOWN ON THE PROJECT DRAWINGS UNLESS
OTHERWISE APPROVED BY THE TOWN AND THE ENGINEER IN ADVANCE OF INSTALLATION.
8. THE NEMMI NI DEPTH OF BURY SHALL BE THREE (3) FEET FROM THE TOP OF PIPE UNLESS OTHERWISE NOTED ON THE PLANS.
9. ALL FITTINGS INCLUDING REDUCERS SHALL BE BLOCKED AS SPECIFIED AND AS SHOWN ON THE DETAILS AND WITHIN THE
PROJECT TECHNICAL SPECIFICATIONS.
10. ABSOLUTELY NO WORK SHALL BE PERFORMED ON PRIVATE PROPERTY BEYOND ANY AREA WHICH EASEMENTS ARE TO BE
PROVIDED BY THE OWNER AND DEDICATED TO THE TOWN OF SHALLOTTE.
11. CONCRETE THRUST BLOCKING SHALL NOT OBSTRUCT WEEP HOLES ON ANY FIRE HYDRANT ASSEMBLY, STEEL CASING PIPE, OR
BOLTS ON ANY FITTINGS,
12. WATER IN EXCESS OF THAT REQUIRED TO PRESSURE TEST, FLUSH, CHLORINATE AND REFLUSH MORE THAN ALLOWED BY THE
TECHNICAL SPECIFICATIONS SHALL BE PAID FOR BY THE CONTRACTOR. EXCESS QUANTITIES SHALL BE ESTIMATED BY THE
ENGINEER.
13. THE WORK SHALL BE ARRANGED IN A MANNER THAT WILL CAUSE MINIMUM DISTURBANCE TO VEHICULAR AND PEDESTRIAN
TRAFFIC. ADEQUATE INGRESS AND EGRESS TO BOTH PRIVATE AND PUBLIC PROPERTY SHALL BE PROVIDED BY THE
CONTRACTOR DURING ALL STAGES OF CONSTRUCTION. WITHOUT WRITTEN APPROVAL FROM THE TOWN OF SHALLOTTE OR
UTILITY COMPANY, EXISTING SERVICES SHALL NOT BE INTERRUPTED BY THE CONSTRUCTION WORK. ANY PAVED AREAS
UTILIZING OPEN -CUT AND PATCH SHALL BE REPAIRED THE SAME DAY AS CONSTRUCTION OCCURS. ABSOLUTELY NO OPEN
TRENCHES SHALL BE LEFT OVERNIGHT.
14. THE DEVELOPER'S CONTRACTOR SHALL INSTALL A WATER SERVICE ASSEMBLY AND SEWER SERVICE ASSEMBLY TO EACH LOT
TO BE SERVED AS SHOWN ON THE DETAILS. THE TOWN OF SHALLOTTE SHALL PROVIDE THE WATER SERVICE METER.
15. THE CONTRACTOR SHALL CONTACT THE TOWN OF SHALLOTTE UTILITIES DEPARTMENT (910-754-4032), THE ENGINEER, AND THE
COUNTY A MINIMUM OF FIVE (5) WORKING DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. CONNECTION TO THE EXISTING
COUNTY WATER LINE SHALL BE PERFORMED BY THE CONTRACTOR UNDER THE SUPERVISION OF THE COUNTY AND THE
ENGINEER'S REPRESENTATIVE.
16. THE CONTRACTOR SHALL KEEP THE ENGINEER INFORMED RELATIVE TO THE PROGRESS OF THE CONSTRUCTION. THE ENGINEER
SHALL OBSERVE CONSTRUCTION ACTIVITIES AS REQUIRED BY NORTH CAROLINA GENERAL STATUTES 130A - 317. FAILURE OF
THE CONTRACTOR TO KEEP THE ENGINEER INFORMED MAY REQUIRE UNCOVERING OF WORK TO VERIFY COMPLIANCE ATTH
PLANS AND SPECIFICATIONS. ANY COST ASSOCIATED WITH UNCOVERING WORK AND/OR VERIFYING COMPLIANCE SHALL BE
BORNE BY THE CONTRACTOR
17. TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH SECTION 150 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND
STRUCTURES.
18. CONTRACTOR MUST MAINTAIN 10' HORIZONTAL. SEPARATION BETWEEN WATER LINES AND PRESSURE SEWER LINES UNLESS THE
18" VERTICAL SEPARATION BETWEEN WATER LINE OVER -PRESSURE SEWER LINE HAS BEEN MET. THE CONTRACTOR SHALL
MAINTAIN A MINIMUM OF 24" VERTICAL SEPARATION BETWEEN SEWER LINES AND STORM DRAINAGE PIPES.
19. ALL GRINDER PUMP STATIONS AND PRESSURE SEWER LINES/SEWER FORCE MAINS SHALL BE A MINIMUM OF 50' FROM ALL
WETLAND AREAS, AND MIN. I0' FROM ANY PONDS. IF THE MINIMUM OF 50' SEPARATION BETWEEN WETLAND AREAS AND
PRESSURE SEWERLINE/SEWER FORCE MAIN CANNOT BE NET THEN ALL PRESSURE SEWER LINES/SEWER FORCE MAINs WITHIN
THE MINIMUM 50' SEPARATION SHALL BE INSTALLED AND TESTED TO MEET WATERMAIN STANDARDS. SEE TECHNICAL
SPECIFICATIONS FOR WATER MAIN TESTING STANDARDS.
20. SIMPLEX GRINDER PUMP STATIONS SHALL HAVE A WATER TIGHT SEAL TOP UNLESS THE TOP OF EACH STATION IS AT OR ABOVE
A MINIMUM ELEVATION OF 2' ABOVE THE 100-YEAR BASE FLOOD ELEVATION. THE VENT PIPE FOR EACH OF THESE STATIONS
SHALL BE EXTENDED TO AND THE BASE OF EACH CORRESPONDING CONTROL PANEL SHALL BE SET AT A MINDAUM ELEVATION
OF T ABOVE THE 100-YEAR BASE FLOOD ELEVATION OF 11.3.
CALL 811 BEFORE YOU DIG
PROJECT NOTES SEQUENCE OF CONSTRUCITON
* FLOODPLAIN DEVELOPMENT PERMITS ARE REQUIRED FOR ALL LOTS WITH 1. ACQUIRE ALL NECESSARY PERMITS AND APPROVALS.
BUILDING AREA LOCATED WITHIN THE SPECIAL FLOOD HAZARD AREAS IN
ACCORDANCE WITH TOWN UDO ARTICLE 33. 2. SET UP A PRE -CONSTRUCTION MEETING WITH THE PLAN APPROVING AUTHORITY AND INSPECTOR AT LEAST ONE WEEK PRIOR
TO STARTING CONSTRUCTION.
3. INSTALL TEMPORARY CONSTRUCTION ENTRANCE. THE STONE AREA OF THE CONSTRUCTION ENTRANCE IS TO BE CHECKED
LOTS WITH BUILDING AREA
LOCATED WITHIN SPECIAL
FLOOD HAZARD ZONE
LOT
YES
NO
1
X
2
X
3
X
4
X
5
X
6
X
7
X
8
X
9
X
10
X
11
X
12
X
13
X
14
X
15
X
16
X
17
X
18
X
19
X
20
X
21
X
22
X
23
X
24
X
25
X
26
X
27
X
28
X
29
X
30
X
31
X
32
X
33
X
34
X
35
X
36
X
37
X
38
X
39
X
40
X
41 X
42 X
PROPOSED LAND USE
AREA
AREA
USE
(SF)
(AC)
RIGHT OF WAY
141,928
3 26
SF LOTS
618,420
14.20
OPEN SPACE
197,542
4 53
TOTAL PROJECT
957.890
21.99
AREA
REGULARLY TO ENSURE IT IS SUFFICIENT TO REDUCE TRACKING OF MATERIAL OFF SITE. ANY AND ALL MATERIAL OR
DEBRIS TRACKED ONTO A PUBLIC OR PRIVATE ROAD SHALL BE REMOVED THOROUGHLY AT THE END OF EACH I)AY.
SEDIMENT SHALL BE REMOVED FROM ROADS BY SHOVELING OR SWEEPING AND MAY BE TRANSPORTED TO A SEDIMENT
CONTROLLED DISPOSAL AREA.
4. ESTABLISH A WORKING PERIMETER WITH SILT FENCE AND TREE PROTECTION: SILT FENCE AND TREE PROTECTION ARE TO BE
CHECKED REGULARLY FOR UNDERMINING OR DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE
LEVEL OF SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER,
5. ALL AREAS OUTSIDE OF LIMITS OF DISTURBANCE ARE NOT TO BE DISTURBED & SHALL BE LEFT IN A NATURAL STATE.
6. INSTALL CULVERT INLET AND/OR OUTLET PROTECTION ON ALL STORMWATER CONVEYANCE SYSTEMS RECEIVING RUNOFF
FROM CONSTRUCTION ACTIVITIES:
7. INSTALL TEMPORARY SEDIMENT TRAPS(S) AND ROCK CHECK DAM(S) IN ALL STORMWATER CONVEYANCE SYSTEMS
RECEIVING RUNOFF FROM CONSTRUCTION ACTIVITIES. CHECK REGULARLY FOR SETTLEMENT, EROSION; AND DISPLACEMENT
OF RIP RAP. REPAIR OR REPLACE IMMEDIATELY. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION
REACHES ONE HALF OF THE DESIGN DEPTH.
8. ALL E&S MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE LATEST NC E&S CONTROL
PLANNING AND DESIGN MANUAL. THESE E&S MEASURES SHALL BE INSTALLED BEFORE CONSTRUCTION AND MAINTAINED
UNTIL FINAL VEGETATIVE COVER IS ESTABLISHED. E&S MEASURES ARE TO BE CHECKED WEEKLY UNLESS OTHERWISE
SPECIFIED AND AFTER EACH SIGNIFICANT RAINFALL EVENT.
9. DO ALL WORK REQUIRED TO CLEAR THE SITE, REMOVING EXISTING FACILITIES AS REQUIRED TO PREPARE THE SITE FOR
CONSTRUCTION.
10. ESTABLISH AREAS OF STAGING & STOCKPILE. TEMPORARILY SEED STOCKPILE.
11. ROUGH GRADE ROADWAY AND LOTS.
12. TEMPORARY WORKING ELEVATIONS ARE TO BE DETERMINED BY THE GENERAL CONTRACTOR. INSTALL TEMPORARY
DRAINAGE MEASURES AS NEEDED THROUGHOUT CONSTRUCTION TO ENSURE THE SITE DRAINS AND TO PREVENT PONDING
OF WATER AND SOIL EROSION AS SITE CONDITIONS CHANGE.
13. INSTALL UNDERGROUND UTILITIES AND STORM DRAINAGE, PROVIDING APPROVED SEDIMENT PROTECTION AT NEW
DRAINAGE CONVEYANCE STRUCTURES AS REQUIRED.
14. PLACE BASE STONE IN ROADWAY AREAS,
15. PAVE.
16. ESTABLISH FINAL GRADES FOR POSITIVE DRAINAGE.
17. INSTALL BEST MANAGEMENT PRACTICES.
18. INSTALL PERMANENT LANDSCAPING AND SEEDING.
19. AFTER USE OF STOCKPILE AREA IS COMPLETED, REMOVE ALL TEMPORARY EQUIPMENT, MATERIALS, AND DEBRIS FROM THE
SITE.
20. AFTER VEGETATION AND PERMANENT BEST MANAGEMENT STRATEGIES HAVE BEEN ESTABLISHED AND UPON
AUTHORIZATION FROM THE DESIGNATED INSPECTOR, REMOVE REMAINING E&S MEASURES WITHIN 30 DAYS AFTER FINAL
SITE IS STABILIZED WITH VEGETATIVE COVER.
GENERAL PERMIT NCG 010000 GROUND STABILIZATION NOTES
a) SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND DISTURBING ACTIVITIES HAVE
TEMPORARILY OR PERMANENTLY CEASED ACCORDING TO THE FOLLOWING SCHEDULE:
i) ALL PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL
(3:1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON AS PRACTICABLE BUT
IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
ii) ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS
SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
b) CONDITIONS - IN MEETING STABILIZATION REQUIREMENTS ABOVE, THE FOLLOWING CONDITIONS OR EXEMPTIONS SHALL
APPLY:
i) EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY BASED ON WEATHER OR OTHER SITE SPECIFIC
CONDITIONS THAT MAKE COMPLIANCE IMPRACTICABLE.
ii) ALL SLOPES 50' IN LENGTH OR GREATER SHALL APPLY THE GROUND COVER WITHIN 7 DAYS EXCEPT WHEN THE SLOPE IS
FLATTER THAN 4: 1. SLOPES LESS THAN 50' SHALL APPLY GROUND COVER WITHIN 14 DAYS EXCEPT WHEN SLOPES ARE STEEPER
THAN 3: 1, THE 7 DAY REQUIREMENT APPLIES.
iii) ANY SLOPED AREA FLATTER THAN 4:1 SHALL BE EXEMPT FROM THE 7 DAY GROUND COVER REQUIREMENT.
iv) SLOPES 10' OR LESS IN LENGTH SHALL BE EXEMPT FROM THE 7 DAY GROUND COVER REQUIREMENT EXCEPT WHEN THE SLOPE
IS STEEPER THAN 2: 1.
v) ALTHOUGH STABILIZATION IS USUALLY SPECIFIED AS GROUND COVER, OTHER METHODS, SUCH AS CHEMICAL STABILIZATION,
MAY BE ALLOWED ON A CASE -BY -CASE BASIS.
vi) FOR PORTIONS OF PROJECTS WITHIN THE SEDIMENT CONTROL COMMISSION DEFINED ' HIGH QUALITY WATER ZONE" (15A
NCAC 04A 0105), STABILIZATION WITH GROUND COVER SHALL BE ACHIEVED AS SOON AS PRACTICABLE BUT IN ANY EVENT ON
ALL AREAS OF THE SITE WITHIN 7 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
vii) PORTIONS OF A SITE THAT ARE LOWER IN ELEVATION THAN ADJACENT DISCHARGE LOCATIONS AND ARE NOT EXPECTED TO
DISCHARGE DURING CONSTRUCTION MAY BE EXEMPT FROM THE TEMPORARY GROUND COVER REQUIREMENTS IF IDENTIFIED
ON THE APPROVED E&SC PLAN OR ADDED BY THE PERMITTING AUTHORITY.
SEEDING SCHEDULES
PERMANENT SEEDING SCHEDULE
ALL DISTURBED AREAS SHALL BE STABILIZED WITH A PERMANENT VEGETATIVE COVER WITHIN 21 CALENDAR DAYS. THE CONTRACTOR
MAY USE METHODS AND SCHEDULES SHOWN BELOW; HOWEVER, IT IS RECOMMENDED THAT THE CONTRACTOR CONSULT A SPECIALIST
WITH ATTENTION GIVEN TO SITE SPECIFIC CONDITIONS.
A. CULTIVATE AREA TO A DEPTH OF 5".
B. APPLY AGRICULTURAL LIME AT THE RATE OF 4000 LBS. PER ACRE.
C. APPLY 10-20-20 COMMERCIAL FERTILIZER AT THE RATE OF 500 LBS PER ACRE.
D. SOW GRASS SEEDS AT THE FOLLOWING RATES:
KIND RATE PER ACRE
COMMON BERMUDA GRASS (UNHULLED) 20 LBS.
COMMON BERMUDA GRASS (HULLED) 12 LBS
PENSACOLA BAHIA GRASS 50 LBS
KOREAN LESPEDEZA 25 LBS
TALL FESCUE 30 LBS
E. MULCH WITH STRAW AT THE RATE OF 3250 TO 4350 LBS PER ACRE.
AS THE PROJECT AREA IS BEING OPENED UP AND THE EROSION CONTROL MEASURES INSTALLED, THE CONTRACTOR SHALL START A
REGULAR MAINTENANCE SCHEDULE AS OUTLINED IN THE MAINTENANCE PLAN.
TEMPORARY SEEDING SCHEDULE
THE CONTRACTOR MAY USE METHODS AND SCHEDULES SHOWN BELOW; HOWEVER, IT IS RECOMMENDED THAT THE CONTRACTOR
CONSULT A SPECIALIST WITH ATTENTION GIVEN TO SITE SPECIFIC CONDITIONS.
WINTER AND EARLY SPRING
TYPE RATE (Ih acre)
RYE (GRAIN) 120
ANNUAL LESPEDEZA 50
KOBE IN PIEDMONT AND COASTAL PLAIN FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,00 LB/ACRE GROUND AGRICULTURE
LIMESTONE AND 750 LB ACRE 10-10-10 FERTILIZER
SUMMER
TYPE RATE (11), acre)
GERMAN MILLET 40
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,00 LB/ACRE GROUND AGRICULTURE LIMESTONE AND 750 LB/ACRE 10-10-10
FERTILIZER
FALL
TYPE RATE (lb/acre)
GERMANMILLET 120
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,00 LB/ACRE GROUND AGRICULTURE LIMESTONE AND 1000 LB/ACRE 10-10-10
FERTILIZER
MULCH WITH STRAW AT THE RATE OF 4000 LB/ACRE.
THE CONTRACTOR SHALL START A REGULAR MAINTENANCE SCHEDULE AS OUTLINED IN THE MAINTENANCE PLAN,
LEGEND
LABEL
EXISTING
SYMBOL
DESCRIPTION
PROPOSED
SYMBOL
RBF
REBAR FOUND
RBS
O
518" REBAR SET
MNF
AL
MAG NAIL
FOUND
CMF
CONCRETE
MON. FOUND
NCGS
®
GEODETIC
MONUMENT
MNS
MAG NAIL SET
EIP
O
IRON PIPE
PP
O
POWER POLE
OHE
OVERHEAD
ELECTRIC
AU
UTILITY POLE
/AERIAL LINE
GW
GUY WIRE
Tp
TELEPHONE
PEDESTAL
TV
TV
CABLE
PEDESTAL
EB
E6
ELECTRICAL
PEDESTAL
X23.5
SPOT
ELEVATION
CONTOUR
HYD
FIRE HYDRANT
WV
WATER VALVE
WM
ERE]
WATER METER
AIR
O
AIR RELEASE
VALVE
PS
PRESSURE
SEWER
-PS-
SSCO
CLEANOUT
q
GS
GRAVITY
SEWER
--GS -
SSMH
SEWER
MANHOLE
REDUCER
SF
SILT FENCE
- SF -
TP
TREE
PROTECTION
- TP -
FENCE
- X -
WOODSLINE
DT
DITCH
- - -) -
SW
SWALE
- - ->-
RCP
REINFORCED
CONC. PIPE
_
Cpp
CORRUGATED
PLASTIC PIPE
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ORIGINAL TOPOGRAPHIC SURVEY:
BOUNDARY -
ADDITIONAL TOPOGRAPHIC SURVEY:
WETLANDS DELINEATION:
ARCHITECT:
PLUMBING MECHANICAL & ELECTRICAL
STRUCTURAL DESIGN:
LANDSCAPE PLAN:
LIGHTING PLAN:
NATURAL GAS:
TELEPHONE:
CABLE TELEVISION:
ELECTRIC:
WITHERS & RAVENEL - BRUNSWICK SURVEYING
WITHERS & RAVENEL - BRUNSWICK SURVEYING
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910-754-4311
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SHALLOTTE REAL ESTATE LLC
FENC POST \ _ __,. . Y.__.__ \� DEED BOOK 3321, PAGE 841
' FENCE POST - _..._-----. � ` •.�
23000050 HATCH LEGEND
T I)O -f > IN , -._. '` - \` ZONED: R10
h� E
-
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_ IAM D. WEBB -
- XISTIN WETLANDS
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l /
20.2� 206 ,.`206tl
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FEED BOOK 3447, PAGE 1394
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HATCH LEGEND
WILLIAM D. WEBB
DEED BOOK 550, PAGE 986
2300005001
EXISTING WETLANDS
ZONED: R7500
SURFACE WATERS
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GRASS'TRAPEZOIDAL' �
DRAINAGE SWALE
@ F _ '`` i SHALLOTTE REAL ESTATE LLC
LIGHT
5.00% MAX \� \ . DEED BOOK 3321, PAGE 841 _
TYP. \
• :- oom�
23000050
ZONED:R10
��OI TEMPORARY
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ROUCY, CHECK DAM -- - ti_ TYP.
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D GE 986
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SF = SILT r ,. '` a � ., r`•e./ � ... .. . ... - - � i_ . ' ,, .. � 6.05
TYP. A �,-
/ i
i 1 X 1. la, t_ - X t9.5R --7f ;F 1
\ � t,�s // .;�
T J` 119.0 ( 12 4. +/ � - APPROX. LOCATION ! 1669 ( IPI'ROk. L,EX 4T/QNFuY. �4„
\x ie :: -. X 19.�6 n ; i l - ; ''1l'� TEMPORARY CONSTRUCTION '��<I PI (' BlltarVSI4k,K
I FR /� 1, tf i _ . - /\ Y� �' a GATE WITH LOCK �£7.19 - /- s'S L, I> : ( O(!''TI- IVA7'FR AMIN
r SELECTIVE CLEARING-
\
BEYOND TREE - _ _ -
94 -
PROTECTION LIMITS —� \ �, — -
GRASS TRAPEZOIDAL .
"
t'
I TYPX z4-a2
DRAINAGE SWALE @ -, GRASS'V' DRAINAGE
/
5.00"/" MAX I �\ SWALE @ s.00'Z. MAX ER B 1
TYP. -� TIT. I , , � j / 0 1 _ �� - ri8V 54' sl ,7 1,�
,
GRASS 'TRAPEZOIDAL'
DRAINAGE SWALE (a3 TEMPORARY �` \ / J
� j
„ \ y ORPO A77O:V LAHT I
ROCK CHECK DAM I 5.00%MAX I SEDIMENT TRAP T2 i / _ �� TOl6Ns_?FSHA7,L017F CHARLES B. BODINE APPROX IOr„ 4770N j Is `
.. '�` ,
r I TYP. TYP. / DEED BOOK 3086, PAGE 375 LK.f" PVC TOWN
PLAT BOOK 375, PAGE 35 CFIFiN r
2300004901
' ZONED: R6000 ``
_ _ _ _ _ _ — — _ _ _ = _ _ _ _ _ _
i
r'
NRB , ERB I5 1
NOTE:
SF = LIMITS OF CONSTRUCTION, DISTURBANCE,
DEMOLITION, EARTHWORK & SELECTIVE CLEARING.
ALL AREAS OUTSIDE OF THE LIMITS OF CONSTRUCTION
SHALL BE LEFT IN A NATURALIZED STATE,
NOTE:
CONTRACTOR TO PROVIDE ADDITIONAL TEMPORARY
DRAINAGE MEASURES WITH APPROVED EROSION CONTROL
DEVICES AS NEEDED THROUGHOUT CONSTRUCTION TO
PREVENT PONDING OF WATER AND SOIL EROSION AS SITE
CONDITIONS CHANGE DURING CONSTRUCTION.
NOTE:
CONTRACTOR TO HAVE PORTABLE PUMP WITH FILTER
AVAILABLE THROUGHOUT ALL STAGES OF
CONSTRUCTION FOR AREAS OF PONDING.
NOTE:
WHEN CONSTRUCTION TRAFFIC NEEDS TO CROSS A
TEMPORARY DRAINAGE SWALE, INSTALL A TEMPORARY
CULVERT WITH A MINIMUM DIAMETER OF 12", OR A
DRAINAGE DITCH, INSTALL A TEMPORARY RCP CULVERT
WITH A MINIMUM DIAMETER OF 15n .
NOTE:
ALL ONSITE DITCHES TO BE FILLED ARE TO BE CLEANED
AND DEMUCKED PRIOR TO FILLING.
-NOTE:
THE CONTRACTOR SHALL MINIMIZE THE REMOVAL OF TREES
TO THE MAXIMUM EXTENT POSSIBLE AND REMOVE ONLY
THOSE TREES NECESSARY FOR THE COMPLETION OF
CONSTRUCTION OF DRIVEWAYS, ROADWAYS, STORMWATER
CONVEYANCE, AND UTILITY INSTALLATIONS.
NOTE:
ALL HERITAGE TREES LOCATED WITHIN A PROPOSED
LANDSCAPING AREA OR BUFFER SHALL BE PRESERVED.
THE PRESERVATION OF HERITAGE TREES ON THE INTERIOR
OF LOTS IS ENCOURAGED,
NOTE:
ALL EARTHEN STOCKPILES & SURCHARGE MOUNDS
GREATER THAN WIN HEIGHT OR HAVING SIDE
SLOPES GREATER THAN 3:1 MUST BE ENCAPSULATED
BY A DOUBLE ROW OF SILT FENCE.
zo
N88' 54' 5l''W 623.00
APPROX. LOCATION — - - - - i _ 50 25 0 50 100 150
ROP, ERT E. MASON, JR. EARTHEN BERM I CoRPOR4 RON L.I +IIT j i I
DEED 7 BOOK 344, PAGE 1394 3:1 MAX SIDE SLOPES TOFF7V OF SHL4LLO7TE
pLE- T BOOK , PAGE 30 I SUNDOWN ACRES SUBDIVISION
I I
r ~ PLAT BOOK K, PAGE ,F, lgpl $ SCALE 1 " = 50'
23000046 F
ZONED: R6000 I - I j ZONED: R6n n
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Date: 5-19-14
Scale: 1 "=50'
Drawn By: HMC
Checked By: ACL
FINAL DESIGN -
NOT FOR
CONSTRUCTION
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
`�151titottrrrrl
,,'� off" • �`� s •. 1 ��,,,
,f �4 7
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2014 This drawing shall not he reproduced in whole or in part without written i}ermisston or call l,oaR1 c:nglneenn avl vey0lk , r.a,.

i
,
FEN POOD SHALLOTTE REAL ESTATE LLCE
DEED BOOK 3321, PAGE 841
1 P.')1`a Opp��'E - � 23000050
1 _
sa1L3Oi�F , ZONED: R10
WETLANDS AREAS LOCATED WILLIAM D. WEBB
No
FLOOD ZONE, OUTSIDE OF LOT AREAS SHALL BE
. ' DEED BOOK 550, PAGE 986
I _- E- B=11.` DEDICATED AS OPEN SPACE AREAS
TYP. 2300005001
ZONED: R7500
OPEN SPA
CE AREA \� SHALL CORNHOLE RECREAT ONALFACILITY
SETBACK LINE
\
I \ ? TYP. . . MINIMUM (1) PICNIC TABLE WITH BENCHES ° j
FLOOD L,1Nr,.5 (t s :=3 ., . . T 8' STRE ETS
FIRE PI '
\APE BUFFER , ` C0 RP0R 411U1`J LI + i,1 T C BY OTHERS
,
l \.
I€ f+I (PF' film 11,C?'r'hr
EIP
1 0.57 AC / / 1 . . . . . . ti . . . APPROX. LOCATION 5 PEDESTRIAN -
I
ACCESS BRIDGE WITH RAILING _
\ t �''•. . . w . _ . BY OTHERS _ -
PERMIT BY OTHERS ZS'
%_ O OPEN SPACE
/ \ - - y 38,826 SF
�I _ it s� 15,904 SF'
' 0.60 ACAT-
f
PEDESTRIAN
f 6
Il 22 513. SF ,
L/ M , • \ PROPOSED ,' ' / \ \ / MULCH TRAIL
WATER MAIN (W) !//' \ \�\\ 36 /;;' FLOOD ZONE NRB \
\ O
fl TYP. �•�j \ �\ 37.. \, \ / ._' 10' PEDESTRIAN F1, DWAS' W -
ACCESS EASEMENT
11,082 SF
0.25 AC / ' THE
20,300 SF \ .-% / / SWASH � 1
l 0.47 AO 4 .
,
1 11 r1i
O
10,771 SF s <•�:
J ,
// / \\ � � ...__ - � • � / � 404 WETLANDS
\\r- Io'DRAINAGE 0.25AC
10275 SF / r'\ EASEMENT �- \
1
I \ \ 0.24 AC / `! / \ \\ TYP.
II
->�, ",� \
\' #� / I
• \ T �'� / '
t ,
11;824 SF
SURFACE 4 NRBI
0.27 AC � � .�. � / WATERS
18,
,041 SF r- % \\
`• / \: .. \ / ^ = \' + ,"\, , ! (EST. MARCH2O14) - 1,9 '---
i" _ 10,500 SF, / \ 16+1' '� , ,,, / /
OPEN \ -0:24 AC SETBACK I q !1
SPACE
N LINE
8 824SF /
TYP
'1
i
DANIEMURRAY JR.
L _ � - . .. ,. :. ;/ n , ;, , �, � .► � -- ti Z v �. ' i � ; i _ +'
\ \ ��� 6 r
DEED BOOK 3448, PAGE 0035 / / �\ in l \ Cd .:os 24564 SF '!/ % N B
„ �o \ \
PLAT BOOK 80 PAGE 30 _ J.,,_ ' � ,,, _ r l i , ` � :� \ \ /0.55 AC � '� �� � / ,
, `.:-_. .. � � , "11,;-; 20 \ I '�/ / 1.8 (' ,--1>If,Rdl s4"t.`14If'
2300004606 y ."� I 1 9
/
ZONED. R6000 404 WETLANDS ; ; „ \ I l - \ \ r.. ;,, : , �/ i i i' / '
/ / /\j i r // ., 1
16,582 SF
24 AC
x l
10' R1-130 x30 \> \°s \°''` V.
x STOP SIGN \ '."' \� ✓`d ' i .o� ZZ
DRAINAGE � Oq / . .>,
EASEMENT .� ye / -1,= ,r.,,, PRIVATE
/
TYP. x �, . STREET SIGN O \ \ % _- `nc' \� /
O \ \ B 903 SF W
_ \ 0.37 AC L
/ \ 1(, \ i \ ,y i 23,50 SF yQ
I
'
\'
-` 5' � CONCRETE
\\ J!\ \ \ \ ;5
TYP SIDEWALK 9 1I l
``
11,985 SF ►' \ ;' 10,082 SF 1 1 '9 _ • J
O ( ' 0.28 AC /' \ P 0.23 AC
v -
11,223 SF � -
+ , ,
,
II 0.26 AC
I p � 10 DRAINAGE
- I I I j EASEMENT \ ,:i / / t _ \ \
/ \\ 16;925 SF
TYP.
p 22 oAC
y.
¢�
t
OPEN _ \ '.. Y
( a n I 10,007SF � � .. _ __ 10,363 SF-\-. / / `\
^ (L SPACE I I \aza 0.24 AC / Is \\ i / / �' 1�
I \ i at 1 n3l APPROX LOCATION goft x �+
- 0.23 AC i -
12 3;460 SF
I '
O
I y ,. /\ � , N � \ ..:. - - r \ � ✓ ., ,' �.. -0F COVERED GAZEBO � ', �l W `•' C7 -7-- - F}. FIRE;
L ` ( , FLOOD ,I c7
` O 15,716 SF,. <
11,200 SF I ( ^ 5' CONCRETE \ O f, / TiI_F w I I,3' I p #1271
O-
` OPEN SPACE �=
:
II �_ 0.26 AC y
II I _ I SIDEWALK ^\ / .. / 23 x / J' Sv / t"t \ - �. 10,959 SF S
1 /►\231
- 1
- - -- -' Al 1 \ \ / 11,698 SF / / /-t / \� +. i �' I ,� :z9 6' LANDSCAPE NOTE:
0.27 A zt 5t / / _ - BUFFER
R1-1 30' x30" STOP SIGN `, a
k �- CONTRACTOR SHALL MAINTAIN A MINIMUM 10'
10,527 SF OOk ` r\' `�Sk PRIVATE STREET SIGN _ O BY OTHERS
I 0.24 AC
��\ \ ) t.l / ` / v TYP. HORIZONTAL AND/OR 18" VERTICAL SEPARATION BETWEEN
r� - ADDITIONAI, 10.0' ALL WATER AND SEWER LINES.
II I ti
."
-/ 4 FRONT SETBACK 8' STREETSCAPE WATER OVER SEWER 18" MIN. UNLESS OTHERWISE SPECIFIED.
'• 1 1 / , / REQUIRED FOR BUFFER
II I 11,200 SF I � 13, I09 SF 1 �/ / \ �l' \ �.�; !',� G Oi ` \ \ \ THIS \ ,.; O" t \ 14,044 SF \ ` LOT I
�(
0.26 AC I 0.30 AC 1 \\ \ N .
A I \ / 0.32 AC
RI
30"x30" STOP SIGN -r\; 004�`
PRIVATE STREET SIGN ' \ 19k0 / \ \ lost /
/1 \J t 42 r � � , � �" \� 'c'0 t 10' PEDESTRIAN
I
\ v ., Q42 I
� �//^ O / ADA HC RAM \ ; J \` \ � .. ACCESS EASEMENT
#� Q4J
'
I) / P WITH \ � I
Ox/ / , ACO DETECTABLE \ \" / ;' 20' INGRESS/BGRESS 16,557 SF
I NOTE:
WARNING SURFACE u EA E -
13,625 SF `- O � 7� �,: J, S \ 0.38 AC
I
0.31 AC / /'1/ � � ,,. ; ter/ ,- - - ; ' ,- (OR APPROVED EQUAL) .' \ i y ( MTYP. � \ \`� � 6' PEDESTRIAN PRESSURE SEWER SYSTEM SHALL BE INSTALLED IN
TYP. ' \ ` \ \ MULCH TRAIL ACCORDANCE WITH NCDENR DWR AND 15A NCAC 02T. SEWER
13`4
11,200 SF I , I I / / �; / - - 1 = = �\ �\ \ I ,' SYSTEMS SHALL BE LOCATED AT LEAST 50 FEET AWAY FROM
' I L la-�
0.26 AC , / 1 O ,/ o = Q
I I I 1 1 �C ,� � \ \ � `\ ALL WETLANDS OR INSTALLED AS REQUIRED BY 15A NCAC 2T
29 / t.c. .030 .
x , ' �-, \o � ' , 5 PUMP STATION WET WELLS SHALL MAINTAIN A MIN
- I I 1 / / < rs t 1 r : W P, \ 4'1 ', SIGHT TRIANGLE 4.R, J
'J SEPARATION OF 10 FEET FROM ALL WETLANDS.
1 1 \ _ I lox7o
-- 1 \ -
- 15,313 SF / / ;, �\- / iha ua 'E � �a ; „ / 10.35 AC (I - r
0.35 AC /° O�¢� �. ..� / 1 J ,,; ;,' 14,23'7 �I' 7` � '• ' "4 .s / / � � � �� OPEN
a / G q / A 0.33 AC 1 \ \ SPACE f
f I TIE TO EXISTING ROADWAY
F
- 7
-jr, \; \ " 4 / / ��� t . z t / \ sr W 4 { �. t s / r \ 36 MATCH GRADE
I 1 O ;:, Ned / y i\ 5. R2-1 24"x30"
/ \ b i E\
O , Y / L FIRE HYDRANT \ / t r_, fa r
_ k0 v O _ ' la,s, /
IN,
//i�� ASSEMBLY \-- - LIMIT SIGN D ,\" / TIE TO EXISTING
12,640 S I4,229 SF \
t \1 t \�", / COUNTY WATER MAIN
r,
TYP.OF 4
/ 0-29 AC l i 0.33 AC
16,046 SF \.,
0.37 AC \ P I(+Q9 r/ \ - 10' DRAINAGEi „•;
n oo \ , A \ iM APPROX. LOCATION
` J � 1 r, '�_ 3 ._ % i _ y : �� EASEMENT �i , <, ENTRANCE SIGN
KEYSTO`- RETAINING WALL \ _ TYP. �� j
. - B SOTHERS
i
i B�' OTHERS 6'H MAX
OJ30 AC : (OR APPROVED EQUAL) \ .� r NR
i
i' --
_
�\ \ INSTALL PER MANUFACTURER
WALL HEIGHT TO EXTEND A _ Yk - 00+p OR 21 P (. RRUNSff-7C K
4 MIN. �BOVEFIN. GRADE \ � �,� �t'
i
' \ '' � OkZ ` --N c'UUNTY R'ATk,'R iiA1N
LIMITS OF C ,)NSTRUCTION NOT ��' ' 0 -- -
TO EXITED PERMIT LMTS f 3OD ZONE -
/ /\ \ 12,407 SP ! `' V / 1 FADED X \\\ / - .�%� O t / .�5 -��... PEN:
0.28 AC \ � �
% �. �t
ADDITIONAL 15.0' \ : J - - - y J SPACE t
OOT�
13,369 SF( TIE TO EXISTING TOWN
- \ i ERB 'f 'r
REAR SETBACK 1)
REQUIRED FOR 23,524 SF ' \ , FORCE _ 4AIN
I . " --- 5 \ / PROPOSED PRESSURE (-
LOTS 5, 6, 7 & 8 - • � 0.54 AC', ,_ - g r, - RI-1 30"x30" STOP SIGN {-RB
1 / / 7 _6 \ \ \ ri0 SEWER MAIN (PS) PRIVATE STREET SIGN
• , P'
-- --- O 15,354 SF \ �/ TYP. TSC E BUFFER
8 STREE AP
t' A BY OTHERS
14,225 SF 12,607 SF \ \ 0.35 AC / aOp < �FORATfONLIART ` --
15' LANDSCAPE\ - . R,N OF STIALUJTTF
J I�I / 0.33 ACDEED CHARLES
3086,BODINE PAGE 375
BUFFER WITH BERM I L T -/ / L_ 0.29 AC AFFROX, r)c 4TIt �A SIGHT TRIANGLE
I \F,.1 fi'T'l,C IVH I- 10'x70'
-= -� PLAT BOOK 375, PAGE 35 I TYP. �. � - _ � ,.. - SF{I7'R T /t,R<'1` r1�" l �'
OPEN SPACE WETLANDS AREAS LOCATED 2300004901
ZONED R6000
f�UTSIDE OF LOT AREAS SHALL BE I
_ 6,077 SF DEDICATED AS OPEN SPACE AREASTYP-
I
HATCH LEGEND
{ y w
EXISTING WETLANDS
SURFACE WATERS
ASPHALT ROADWAY
CONCRETE SIDEWALK
MULCH TRAIL
NOTE:
NO LANDSCAPING OF ANY TYPE SHALL BE PLACED WITHIN A
3 FOOT RADIUS OF ANY FIRE HYDRANT, WATER METER, OR
SEWER SERVICE VALVE BOX.
NOTE:
WITHIN THE FIRST (5) FEET FROM A STREET, ROAD, OR
HIGHWAY RIGHT OF WAY THERE SHALL BE NO SIGNS,
PARKING, OR ANY OTHER OBJECT BETWEEN THE HEIGHT OF (2)
FEET AND (10) FEET WHICH MAY OBSTRUCT SIGHT VISIBILITY.
NOTE:
STREET LIGHTING SHALL BE INSTALLED IN ACCORDANCE
WITH TOWN UDO ARTICLE 19 PART II.
COORDINATE WITH BRUNS WICK ELECTRIC FOR STREET
LIGHT LOCATIONS AND REQUIREMENTS.
NOTE:
CONTRACTOR IS RESPONSIBLE FOR VERIFYING
LOCATION, DEPTH & SIZE OF ALL EXISTING
UTILITIES PRIOR TO CONSTRUCTION.
NOTIFY ENGINEER IF CONFLICTS EXIST.
•
r �
NRB - _ /; °72 Ifs. 520
ERE
ROBERT I , MASON, JR. i C01d1'ORAT10NITMIT
;
_. 0 25 0 50 100 150
DEED BOOK 3447, PAGE 1394 TOWN 01_' 511.4LL0TTE
PLAT BOOK 80, PAGE 30
_ SUNDO« N ACRES SUBDMSION
21000046
J PLAT BOOK K, PAGE 762300004901 SCALE 1 50
ITD
ZON: R6000 I I ZONED: R6000 _
MITT)
P r
Revisions
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Date: 5-19-14
Scale: 1 "=50'
Drawn By: HMC
Checked By: ACL
FINAL DESIGN
NOT FOR
CONSTRUCTION
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
Z:
C5.0

•
Revisions
GRASS 'TRAPEZOIDAL' WATER
QUALITY SWALE Dla
GHr W000 338 LF @ 2.00% MIN, 5.00% MAX
F - _
SHALLOTTE REAL ESTATE L LC
L
FENCE Posr
-- '�
DEED BOOK 3321, PAGE 841
23000050
" FLOODf --
• 16ASW -
i 0,NF \ l
-
}}
ZONED: RIO
IADI'
•
_-
WQS OUTFALL D1
WEIR, HEIGHT = 12"
VEGETATED FILTER STRIP
FLOOD ZONE
WILLIAM D. WEBB
DEEDBOOK 550 PAGE E 986
--_f 9.OSW AdaB -11.3' 2300005001
IYDRAINAGE & ZONED: R7500
ACCESS EASEMENT
TYP. \ t r
30.00' 7
R ,� 1 % ( ) \.L"(JRi'tJ1ZATIC},i'' `
GRASS TRAPEZOIDAL WATE `
L sTCJYbN (irr SIiALLt.-
15 DRAINAGE & QUALITY SWALE Dlb / I .', , � �, �
127 LF @ (� 1:97% f
I •. / � .'� .� ACCESS EASEMENT <' �_ EIP 1:
r GRASS TRAPEZOIDAL WATER
I
J f QUALITY SWALE A-B-DZ r, . . W . . . w j�M1 "�� _.._ i�
18.6SW /i / 20 LF @ 0.33%
/ J % f j ! j �\ . - . . - �\ OPEN SPACE
j 6
<t ) R ax
"rGRASS DITCH
' R
e r /
5.000MAX. _ _-
,
2.00 ,. WQS OUTFALL A-B-D2 / ✓> _ ROADSIDE s., j �>3 � l
O � ,, ,' 20 DRAINAGE & , Q
_..,., WEIR, HEIGHT= 21 / j . \ .
DITCH HP � "')'� ,�: .a ACCESS EASEMENT ,- -`r _._.�
I ; IVEGETATED FILTER STRIPUlm
GRASS 'TRAPEZOIDAL'
WATER QUALITY SWALE BI
° 'P:,oD ZONE NRB
- _ ,`�...� > 1.00% ( t7 PROPOSED / `. t
DRAINAGE
144 LF
AV
IIII
THE
i CULVERT A-B \ /
i,
/ SwnsH
11 , - ROADSIDE /.
GRASS 'TRAPEZOIDAL' `;.
DITCH HP /, ROADSIDE
sx (. ,ao 9.OSW WATER QUALITY SWALE D2 / j sks
II - - - - -
`: , S is R _/ \ 4 8 L ° : DITCH HP
F 7 F @ 1.00% MIN. 1 404 WETLANDS
-, j
/ \\r 10' DRAINAGE / R /
GRASS TRAPEZOIDAL
?,;, r / !' L GRASS DITCH @ 9 1
2 f \ ROADSIDE EASEMENT - s7. \ 0 1..
1.9
,:-::. / 0.76/o MIN. � .,. i
17. SW r . DITCH L - WATER QUALITY. �\ � .. ..
J/ '� CH P \ TYP. '`
UIV WALE A-B \
y.
LIY � � ��._.� 132 LF @ 0 33 / \ ,�,
j
\, R
ROADSIDE \ __ _._ - �_ _ ,,
14 ��_ li... / SURFACE k r
WQS OUTFACE B 1 ,' , y DITCH LP \ a \ \ E ^ ... �, i
Y I WATERS
: ] \ - /
l ,
WEIR HEIGHT 12 ; , WQS OUTFACE C D3 T. nanxcx zoia
FILTER STRIP _. � t \ ./ /-~� J WEIR G
VEGETATED ,, � , ,. ., -` \ `- ,,. ,HEIGHT = 22"
. \ : e, , , , . J VEGETATED FILTER STRIP
O__.- / OPEN - \ )
j \ 10.7SW
i
� ti i'..., 20 DRAINAGE &ACCESS
SPACE , . \ -_ - .. �
- . - r f
, -
0 � ,,.. 33 ,/ EASEMENT, TYP.
POST DEVELOPMENT SITE AREAS
LAND USE
%
AREA
AREA
(SF)
(AC)
PERVIOUS
WOODLANDS
61%
586,946
13.47
WETLANDS
14%
130,888
3.00
MULCH TRAIL
0%
1,830
0.04
WOODEN BRIDGE
0%
472
0.01
IMPERVIOUS
ASPHALT ROADWAY
6%
61,977
1.42
CONCRETE SIDEWALK
1%
12,277
0.28
LOTS @ 3,850 SF BUA
17%
161,700
3.71
RECREATIONAL AREA
0%
1,800
0.04
TOTAL PROJECT AREA
100%
957,890
21.99
SURFACE WATERS
26,657
0.61
TOTAL SITEAREA
984,547
22.60
11.5.
DANIEL MURRAY JR.
• .- n,, \ _ l to '_.,• at °%o ,; GRASS'TRAP EZOIBAL W:N A�ER ©-_. r L� ,B i
DEED BOOK 3448, PAGE 0035 j L U.4L 54 [,RAP
r \ \ - QUALITY SWAL C-D3 •' /' i 1.8 7
PLAT BOOK 80, PAGE 30
�', o
\ 197 LF ' w, 0.72 /0
2300004606 �- L j. i r 1o.G�
�• 20 DRAINAGE & _ \ - ti'c. �
FED: R6000 404 WETLANDS \ \ �Y
Z(� GRASS DITCH @ � ,ACCESS EASEMENT
. � r
° PROPOSED DRAINAGE
o.soro MIN. \ ,. f _
.:: ROADSIDE \' :. ... �j°s CULVERT C
p DITCH LP
\ `38+ / 2I
1 . 7 / ; PROPOSED DRAINAGE : \ �\ ' cn 32 _- ^� \ .
WQS OUTFACE B3 0 - - 1. - \: O C \ / �, �' %. j
o - - -; ,. / CULVERT A O \\ - ~- ; f / k j r'J iI
\ x \: ROADSIDE
..WEIR, HEIGHT•=12 r� ,, 1 �` .,'. '�
30,
\ 'X j
VEGETATED FILTER STRIP ° DITCH LP , o - j/' � � ; � . s u •
ROADSIDE
-, � t \ ._ % - -. ;•" ,^- r .ell hrr5 j }.
DITCH LP ' ,, •i
• j i j
;
I
17
\. / I j -
; 9NRB•:\
14. SS W �, p r--
- �/ -
j
10 DRAINAGE - - / 1 \ ^ N 1 ,. ` �, 1 �� 1
EASEMENT
TYP \
_
-_ - ---_,
- ,, � '➢ � OPEN --r � ----� __. __ / / .,3
�r I j
SPACE --°
GRASS TRAPEZOIDAL 75
WATER UALITY SWALE B3
c�
_ = \
` J l ;
225 LF @ 1.96/0 -- �i - //" / O AT I ''' 11,3 a
n i 1 kp
\ f
! / OPEN SPACE
GRASS DITCH @ I ` l - .•_: z3
-
2.00%MIN. - L_/✓ \ /• 15.OSW
\/
o I GRASS DITCH a \ r} oa �, / r t
;j
II ,, r 0, ROADSIDE /� / . - -jc
.._00 o �1IIv- \ O r DITCHHP
_ � J f'
f
3 ROADSIDE
r I 1 e / �x \ DITCH HP d /
2.00' 11 I 2 ,F .000, ti t ; _
117
V WQS OUTFALL E2 /` I
JI 4R4a. i -
` / WEIR HEIGHT 18" \
-oil 19 , \ \ \ ' . _ / t VEGETATED FILTER STRIP�4 2)
`- �'}, 1
X.
j
HP i HP GRASS DITCH "
@ 3.00% A l �i / ROADSIDE
DITCH LP GRASS 'TRAPEZOIDAL' WATER I
il - _
ROADSIDE ROADSIDE J QUALITY SWALE El I
18.9SW „
HP DITCH HP I 123 LF @ 1.72%
GRASS DITCH.:. '1 -: j ,• , - / r DITCH LP _ , ' ' ROCK CHECK DAM \\
1 I GRASS DITCH ° 1 3 / 1 - 1 n
,
r� I 0.30%MIN. ✓- %% TYP.
0.30%MIN. @ as :1 r sna = j ROCK CHECK DAM
\ -\
ROADSIDE
TYP.
XO is c 3 DITCH HP �/r x y
F �--i>? � ; r - � / / % � �- / ,� s 2 CONCRETE VALLEY GUTTER
WIPEDOWN ENDS
N ' / .% j ,j % ; w ���` -{- - as �/ :' � /,, 15' DRAINAGE, ACCESS & � _ �� ROADSIDE ;
l O DRAINAGE EASEMENT f, a : . I� r UTILITY EASEMENT, TYP. - ., \r� DITCH Hl. I
. f ,• 1. ROADSIDE / Gw / s HP �l X ��
' SQ'
-'\ TYP z ROADSIDE `.
A DITCH HP }jc 7.1 R
_ -
GRASS DITCH @ / ; z �tZ`- 40 GRASS DITCH DITCH LP / MG
\ iat
X Zo. / 0.50%MIN. i / HP @ ° \` i
5z i' .' 1.00/oMIN. - /
r� k00 / 1 '.. } Z`v' Y 13.6SW
j 1 J "i ROCK CHECK DAM 2 CONCRETE VALLEY GUTTER ,a --
WIPEDOWNEIvDS i� � �� 'PYP. ROADSIDE -
` DITCH HP �---
\ 16+00
� `
167 SF MIN- CL B RIP RAP"s f -- ` I G
SHALL BE PLACED IN BANK
ALONG RETAINING WALL
ENDS TO PREVENT EROSION / � /�'� --- PR 21 P CBR(rNSIf7t'r
TYP. OF 4 LP Z _ Y .if. ' , it �/ r ; t1'N"'Y IFATER R1AIN"
GRASS TRAPEZOIDAL / (�, ..
WATER QUALI
TY SWALE Fib ; j 16.7SW �,_ . �, / _ - - 4 . . ROCK CHECK DAM
\ TYP
\ / I I ROADSIDE / \ l , / \ ' , ` OPEN 1
266 LF @ 0.65% 1 GRASS 'TRAPEZOIDAL' \ \ / HP - -�.
ff \ _-
f t I1 DITCH LP / \ i u0-( ,k - -yi
WATER QUALITY SWALE FIc y / _ y i �' `�� } ✓ y "/ SPACE r
1 $- Q ° ROADSIDE DITCH LP
j 106 LF@1.71 /° 'i ERBV
V l \ I \j - _
1
' 5 ROADSIDE MODIFY EXISTING APPROX. LOCATION I -
% EARTHEN BERM AS LEARTHEN BERM (¢ DRAINAGE OUTFALL
r \ - DITCH HP REQUIRED 2.0' MIN. TOP WIDTH'
MATCH GRADE
'I 15' DRAINAGE & '
ROCK CHECK DAM '� ACCESS EASEMENT / ba sT;Z f .1 SLOPES TYP.
15' DRAINAGE & ACCESS II 3 MAX SIDE,
TYP. v� TYP. o t / b0 - , ��'' - . :. , • . � CHARLES B. BODINE ,4.PPRCJX. ICJ{'ATKJh' '
/ EASEMENT, TYP. o DEED BOOK 3086, PAGE 375 3-Y. 6" Plc TCJRW' I ROCK CHECK DAM
C i 14.0S« \
PLAT BOOK 375, PAGE 35 SFWER F( ): Alf,41lr TYP.
OP � 2300004901
Z -� -- SPACE
' 30.00' - E� ` ZONED: R6000 1';
CE
17.2SW I - - -- --- 15.8�
` NRB
APPROX. LOCATION
o
J' 14.9SW
EARTHEN BERM 0 N
1 _
ROBEIRT E. MASON, JR.
2.0' MIN. TOP WIDTH co
' CORPORATION IJMIT;
;
DEED BOOK 3447, PAGE 1394
3:1 MAX SIDE SLOPES
TOWN OF STI41 L l'T1 GRASS 'TRAPEZOIDAL'
' "
j WQS OUTFACE F1
SUNDOWN ACRES SUBDIVISION
PLAT'BOOK 80, PAGE 30
23000046
WATER QUALITY SWAL Fla
WEB, HEIGHT = 18"
PLAT BOOK K, PAGE 762300004901
BONED: R6000
I
b. i
( 360 LF @ 0.89%
I VEGETATED FILTER STRIP
ZONED: R6000
.�R'.��a�
■ EF2
\
IS 1
,SRC,
t
t
NOTE:
NO FILL MATERIAL SHALL ENCROACH INTO THE FLOODWAY
OR NON -ENCROACHMENT AREA OF ANY WATERCOURSE.
NOTE:
LOTS SHALL BE GRADED SO THAT THE HIGH POINT IS
LOCATED AT THE BUILDING FOOTPRINT AND RUNOFF SHALL
SHEET FLOW AWAY FROM THE STRUCTURE AT 1.00% MIN.
NOTE:
BUA ALLOCATION FOR EACH LOT INCLUDES THE
DRIVEWAY APRON WITHIN THE RIGHT OF WAY.
BUA ALLOCATION FOR EACH LOT IS INDEPENDENT OF
SIDEWALK AREAS LOCATED WITHIN THE RIGHT OF WAY.
NOTE:
ALL DRIVEWAYS SHALL BE INSTALLED AND PERMITTED IN
ACCORDANCE WITH TOWN UDO ARTICLE 20 SECTION 20-8.
DRIVEWAY WIDTHS SHALL NOT EXCEED 16.0'.
NOTE:
CONTRACTOR SHALL NOTIFY ENGINEER ONCE
DRIVEWAY LOCATIONS ARE SECURED FOR DRIVEWAY
CULVERT SIZE AND SLOPE FOR EACH LOT.
NOTE:
A 10.O' PRIVATE DRAINAGE & UTILITY EASEMENT IS HEREBY
ESTABLISHED CENTERED ALONG ALL SIDE PROPERTY LINES IN
THIS SUBDIVISION FOR THE INSTALLATION & MAINTENANCE
OF STORMWATER MANAGEMENT FACILITIES & UTILITY
SERVICES UNLESS OTHERWISE SPECIFIED.
W
zzo
N
M
00
z z
50 25 0 50 100 150
SCALE 1" 50'
V
VJ CDN �
o�U
� 0
!11 O E
0 Z
N
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D i C X C
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W
cn
j Lu
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ui z c-U
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U
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/ � 0
-F- vi
cn
Lu
Date: 5-19-14
Scale: V=50'
Drawn By: HMC
Checked By: ACL
FINAL DESIGN -
NOT FOR
CONSTRUCTION
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
4
C6.0
M 2014 This drawin@ shall not be renroanoea in wnoie or in hart wim011T warren Permission of Gast 1,;083t C,nQineeanQ f Mnrveytng , r,c.

A
tn�
13.9DT
MG
18" FES
INV = 11.41
(6" BURIED)
R30.0(
CONNECT TO EX. 6" FORCE MAIN "
APPROX. LOCATION EX. 8" PVC
13RIJNSWICK COUNTY WATER MAIN
WATER UNDER STORM
12" MIN.
i
45'-12" STEEL CASING PIPE
(0.25" WALL THICKNESS)
15' x 30' TEMPORARY CONSTRUCTION EASEMENT �\
EASEMENT SffALL BE GRANTED PRIOR TO CONSTRUCTION
10' x 15' RECEIVING PIT
8"'x 8" TS&V
26
--
r
_.
Q
24
_
_- °
ova
�a
as
�O
w�
22
_HIGH POINT ELEV = 16.27
HIGH POINT STA —, 1+28.74
PVI STA = 0+91.24
PVI ELEV = 15.79
A=-1 63%
20
K = 45 95
- —
_
75.0' VC
PROPOSED GRADE
e00
M
*
Lv
op
-�
W
u
ENTRANCE
F
•=
MEDIAN
--
t7
w
+
LOCATION
--
6
--
_—
FIRE
HYDRANT
4' PS SDR-21 PVC
14
APPROXIMATE
LOCATION EXISTING
18" RCP
6" SEWER FM
APPROXIMATE
INV=11.28
LOCATION EXISTING
(3" BURIED)
12
8" WATERLINE
22.5° HOFtjzn' i AI, BE'\,
18" MIN.
VERTICAL
10
I
j
SEPARATION _
-
8" W C151 DI
12" STEEL CASING
CARRIER PIPE
PIPE
CD
(�
N d
Do
N
kn
0+00
1+00
2+00
3+00
SCAT - 1 30'
4+00
TIDELANDS PRESERVE DRIVE PROFILE
STA. 0+00 - 6+53
SCA i 1 "=3'V, I "=30'H
NOTE:
CONTRACTOR IS RESPONSIBLE FOR VERIFYING
LOCATION, DEPTH & SIZE OF ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION.
NOTIFY ENGINEER IF CONFLICTS EXIST.
NOTE:
CULVERT INLET PROTECTION IS TO BE INSTALLED ON
ALL PROPOSED CULVERTS AT THE TIME OF
INSTALLATION.
NOTE:
CONTRACTOR SHALL MAINTAIN A MINIMUM 10'
HORIZONTAL OR 18" VERTICAL SEPARATION BETWEEN
ALL WATER AND SEWER LINES.
WATER OVER SEWER UNLESS OTHERWISE SPECIFIED.
NOTE:
UTILITY TRENCHES WITHIN THE ROADWAY SHALL BE
BACKFILLED WITH A MINIMUM CBR 15 MATERIAL.
NOTE:
36" MIN. COVER SHALL BE PROVIDED OVER PROPOSED WATER
SERVICE LINES LOCATED UNDER TRAFFIC AREAS.
24" MIN. COVER SHALL BE PROVIDED OVER PROPOSED WATER
SERVICE LINES LOCATED OUTSIDE OF TRAFFIC AREAS.
NOTE:
36" MIN. COVER SHALL BE PROVIDED OVER PROPOSED PRESSURE
SEWER SERVICE LINES LOCATED UNDER TRAFFIC AREAS.
24" MIN. COVER SHALL BE PROVIDED OVER PROPOSED PRESSURE
SEWER SERVICE LINES LOCATED OUTSIDE OF TRAFFIC AREAS.
NOTE:
THRUST RESTRAINTS SHALL BE PROVIDED AT ALL
WATER LINE BENDS AND ALL PRESSURE SEWER BENDS
GREATER THAN 22.5 DEGREES, ALL TEES, WYES, STOPS,
VALVES, AND CHANGES IN PIPE SIZE.
Revisions
U
NF
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o°� O
h�--i
o
Date: 5-19-14
Scale: 1 "=30'
Drawn By: HMC
Checked By: ACL
FINAL DESIGN -
NOT FOR
CONSTRUCTION
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
GARp
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C7.0
!;o,I n�f hp rp"—dii'M in whnje Orin npirt Wjthnitf it itten nerm?Ssjnn of T'-f COW FrLyi"pe ring k Cn-*: 1vinn _ P r

NOTE:
CONTRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION,
DEPTH & SIZE OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
NOTIFY ENGINEER IF CONFLICTS EXIST.
22
O
W
20
_
NOTE:
CULVERT INLET PROTECTION IS TO BE INSTALLED ON
ALL PROPOSED CULVERTS AT THE TIME OF
INSTALLATION.
1.5" SEWER /
SERVICE —/
TYP. OF 42
NOTE:
36" MIN. COVER SHALL BE PROVIDED OVER PROPOSED PRESSURE
SEWER SERVICE LINES LOCATED UNDER TRAFFIC AREAS.
24" MIN. COVER SHALL BE PROVIDED OVER PROPOSED PRESSURE
SEWER SERVICE LINES LOCATED OUTSIDE OF TRAFFIC AREAS.
NOTE:
THRUST RESTRAINT'S SHALL BE PROVIDED AT ALL
WATER LINE BENDS AND ALL PRESSURE SEWER BENDS
GREATER THAN 22.5 DEGREES, ALL TEES, WYES, STOPS,
VALVES, AND CHANGES IN PIPE SIZE.
12 r..
6"W C900 PVC
FIRE HYDRANT
/ 2 - 15" RCP
22.5° HORIZONTAL BEND
i
10 _
r— 6"W C900 PVC 22.50HORIZONTAL BEND
4"PS SDR-21 PVC
G N cV m N M N
10-+-00 11+00
\
VISTA COURT
STA. 10+00 - 16+01
20 10 0 z- 40 60
SCALE 1 " = 20'
i I
I I
� rn� 00 r.
►7 d r d �p tD tr r00 x x
- 12+00 13+C-
VISTA COURT PROFILE
ST-V 10+00 - 16+01
SCALE: 1 "=2 V, 1 "=20'H
YYr
NOTE:
36" MIN. COVER SHALL BE PROVIDED OVER PROPOSED WATER
SERVICE LINES LOCATED UNDER TRAFFIC AREAS.
24" MIN. COVER SHALL BE PROVIDED OVER PROPOSED WATER
SERVICE LINES LOCATED OUTSIDE OF TRAFFIC AREAS.
NOTE:
CONTRACTOR SHALL MAINTAIN A MINIMUM 10'
HORIZONTAL OR 18" VERTICAL SEPARATION BETWEEN
ALL WATER AND SEWER LINES.
WATER OVER SEWER UNLESS OTHERWISE SPECIFIED.
NOTE:
UTILITY TRENCHES WITHIN THE ROADWAY SHALL BE
BACKFILLED WITH A MINIMUM CBR 15 MATERIAL.
Revisioxns
U
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HIGH POINT ELEV = 19.75 E"I O
HIGH POINT §TA = 14+35.26
-PVI STA= 14+0p -._.: __.___- _ ___ _ _ ____-__ . __._--_-..._-.._ __ _: __. ^ ►,,��I1 22 w `�
PVI ELEV = 20.00
A = 452%
K = 47.63
Date: 5-19-14
Scale: 1 "=20'
Drawn By: HMC
Checked By: ACL
10
FINAL DESIGN
r NOT FOR
8 CONSTRUCTION
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
rnIm O °O O`er ON cflN v,
oo O o� t� O Q x oc Itcn N `���ttt���i��+f��
o�
�N CARD
off` .•... ....,, � .,�
_ - s
14+00 15+00 16+00
C7.1
r ')m e Thi dra ,zin" +all not he renrodnoed in whole or in part without written nermi z , of Fast Coast Engineering k Cnmevinn . P.C.

20
18
16
22+00
1.5" SEWER Rt�
! f SERVICE
1 ' i TYP. OF 42
' 1
SSCO
TYP. *�
37
j
r,�
1 f 1 \ t r
e✓
2" BLOW OFF
f ASSEMBLY
.56
t
,D)
00
e r /
> AIR RELEASE VALVE
� TYP.
...1 tT O
.0 O p
o� / o
j
` W
o / O. //
23+pp , l
X,r
36 a4
--f VIS —
50' X
23+00
VISTA COURT PRO
STA. 22+02 - 4-91
SCALE: 1—TV, 1 ''=20'H
m
12
END LINE C.O.
BLOW OFF ASS'
1C
/
A
NOTE:
CONTRACTOR IS RESPONSIBLE FOR VERIFYING
LOCATION, DEPTH & SIZE OF ALL EXISTING UTILITIES
PRIOR TO CONSTRUCTION.
NOTIFY ENGINEER IF CONFLICTS EXIST.
NOTE:
CULVERT INLET PROTECTION IS TO BE INSTALLED ON
ALL PROPOSED CULVERTS AT THE TIME OF
INSTALLATION.
NOTE:
CONTRACTOR SHALL MAINTAIN A MINIMUM 10'
HORIZONTAL OR 18" VERTICAL SEPARATION BETWEEN ALL
WATER AND SEWER LINES.
WATER OVER SEWER UNLESS OTHERWISE SPECIFIED.
NOTE:
UTILITY TRENCHES WITHIN THE ROADWAY SHALL BE
BACKFILLED WITH A MINIMUM CBR 15 MATERIAL.
NOTE:
36" MIN. COVER SHALL BE PROVIDED OVER PROPOSED WATER
SERVICE LINES LOCATED UNDER TRAFFIC AREAS.
24" MIN. COVER SHALL BE PROVIDED OVER PROPOSED WATER
SERVICE LINES LOCATED OUTSIDE OF TRAFFIC AREAS.
NOTE:
36" MIN. COVER SHALL BE PROVIDED OVER PROPOSED PRESSURE
SEWER SERVICE LINES LOCATED UNDER TRAFFIC AREAS.
24" MIN. COVER SHALL BE PROVIDED OVER PROPOSED PRESSURE
SEWER SERVICE LINES LOCATED OUTSIDE OF TRAFFIC AREAS.
NOTE:
THRUST RESTRAINTS SHALL BE PROVIDED AT ALL
WATER LINE BENDS AND ALL PRESSURE SEWER BENDS
GREATER THAN 22.5 DEGREES, ALL TEES, WYES, STOPS,
VALVES, AND CHANGES IN PIPE SIZE.
Revisions
U
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h�
h+i O
ow�0
" n
a o
W�
Date: 5-18-14
Scale: 1 "=20'
Drawn By: HMC
Checked By: ACL
FINAL DESIGN -
NOT FOR
CONSTRUCTION
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
a��''�
4
............ cc)00 �
rrrlr�„tl„,�tt
C7.3
Cc_'> 2014 Tbis drswinv shall not be reproduced in whole or in part without written permission of Fast Coast Fngineering & Snrvevinr . P.r'_

NOTE:
CON TRACTOR IS RESPONSIBLE FOR VERIFYING LOCATION,
DEPTH & SIZE OF ALL EXISTING UTILITIES PRIOR TO
CONSTRUCTION.
NOTIFY ENGINEER IF CONFLICTS EXIST.
NOTE:
CULVERT INLET PROTECTION IS TO BE INSTALLED ON
ALL PROPOSED CULVERTS AT THE TIME OF
INSTALLATION.
NOTE:
36" MIN. COVER SHALL BE PROVIDED OVER PROPOSED PRESSURE
SEWER SERVICE LINES LOCATED UNDER TRAFFIC AREAS.
24" MIN. COVER SHALL BE PROVIDED OVER PROPOSED PRESSURE
SEWER SERVICE LINES LOCATED OUTSIDE OF TRAFFIC AREAS.
MACE CO
I
URT
STA. 30+00 - 35+54
20 10 0 20 40 60
SCALE 1'' = 20'
t
i A
Revisions
` s
1
OPEN
SPACE 1 �'
90-01=1\I1I /
SB3 ,+51 I L/
o. Y
SSCO
S C % } \ TYP.
18" FES
� INV=9.13
n
(3 BURIED)
� . _.....- i '. .pail. ✓ � ;
2" BLOW OFF
00 1 ASSEBMLY
-✓ 5� ' l./
_ — 35+54
35+00 I o
O �' U
•A O N $ O oo~o O O V� �c�
z
l
LU Qjcl,�
\� S=pWC O O N
U
` W • E_
LL
�AIR RELEASE VALLE ,\ /LY VJ W
18" FES ` N.
1
- I INV=8.77
--
—'— I (3" BURIED) / W a
00
cq
THRUST COLLAR FOR 6"W 6" TEE
GATE VALVE \ � ', hh\ \ • — � + '0 a
6"x2" REDUCER } c W N N
a'' GATE VALVE I, 4 W X
> W
u t
Lu —0z
O0 4-
U 0
1 L a
4-V)
0
NOTE:
36" MIN. COVER SHALL BE PROVIDED OVER PROPOSED WATER
SERVICE LINES LOCATED UNDER TRAFFIC AREAS.
24" MIN. COVER SHALL BE PROVIDED OVER PROPOSED WATER
SERVICE LINES LOCATED OUTSIDE OF TRAFFIC AREAS.
VERTICAL ERTICAL NOT FOR
SEPARATION SEPARATION 2"W SDR-21 PVC
CONSTRUCTION
i
THIS PLAN IS NOT ISSUED FOR
f CONSTRUCTION WITHOUT AFFIXED
M lM I MV (�.. N N O I� �p �.[� O� d'
N ►� M (0 00 C to o M ry o0 00 a? CORPORATE SEAL.
vi M� NM M Cl ON O O ON N
C A R
33+00 34+00 35+00 36+00 ...
4
MACE COURT PROFILE - 7
STA. -0+00 - -54
SCALE: 1 "=2'V, 1 "=20'H
fill IWO\%
C7.4
.'-� �(ii F, Tl,:,, r;:..}r�n.e � " x; nr i• niMrti� �'� 4.f f+n.:P /1F ISi PS`F� '+'ll fl()l1i N+j�llrfl �)GAllll `JJIVfl ) .n �! ��. rnJl �i;+r�• •,.;. -

TABLE: TEMPORARY SEDIMENT TRAP
DRAINAGE
BASIN
AREA
LENGTH
WIDTH
DEPTH
WEIR LENGTH
(AC)
(FT)
(FT)
(FT)
(FT)
T1
1,60
118
15
3.5
6
T2
2.33
127
20
3.5
8
VEGETATED EARTHEN STAKE TO SUPPORT—/
CONTAINMENT BERM
VEGETATED EARTHEN BERM
PER PLAN
2:1 SIDE SLOPE MAX
FILTER FABRIC
RIP RAP STONE CLASS 1
O
STONE SECTION Lu
m
5' MIN. UJ
LL
CLEAN BASIN WHEN ONE co
HALF FULL CARRY RIP -RAP UP
TOP OF BERM SIDE OF SPILLWAY
TOP ELEVATION OF STORMWATER
Z in
OIq, �X. MA
i i
CLASS 1
RIP -RAP
d50 = 12"
LENGTH #5 CLEAN WASHED
(SEE TEMPORARY SEDIMENT BASIN TABLE)
STONE
TEMPORARY SEDIMENT BASIN
NOT TO SCALE
WIRE
PPORT ROPE TO WIRE
SUPPORT POSTS
r4' MAX DRIVEN 2' INTO BOTTOM
AND SIDES
COIR MESH OR SIMILAR,
\�STAPLED OR TRENCHED INTO
BAFFLE SECTION BOTTOM AND SIDES
PORUS BAFFLES
STONE OUTLET
W/ WEIR
-'-----' rLIAIN VICV`
TEMPORARY SEDIMENT TRAP
NOT TO SCALE
+ERT
NC DOT #57 NC DOT CLASS B
COURSE AGGREGATE EROSION CONTROL STONE
PLAT'
INC DOT #57
COURSE AGGREGATE NC DOT CLASS B
DIVERSION POINT z_ EROSION CONTROL STONE
ROAD
y 2' / SHOULDER
— — - - — — — — — — — — — — —
FLOW —y
----8 MIN. - — - -
CULVERT
SECT
PIPE INLET PROTECTION DETAIL
NOT TO SCALE
STABILIZATION MEASURES INCLUDING TOPSOIL AND SEEDING
SHALL BE APPLIED TO TEMPORARY DIVERSIONS IMMEDIATELY
AFTER INSTALLATION TO PRESERVE DIKE HEIGHT AND REDUCE
MAINTENANCE. IF ADDITIONAL STABILIZATION MEASURES ARE
2' MIN. REQUIRED EROSION CONTROL MATTING MAY BE USED.
COMPACTED SOIL
P� � 3r
s:�Ms�O MAxs4Opc FLO`N
NCDOT CLASS B EROSION
CONTROLSTONE
8" TO 12" #57 STONE
ON UPSTREAM FACE
0
FILTER
FABRIC
O
• n,
WIDTH PER PLAN
TEMPORARY DIVERSION
NOT TO SCALE
`'• i �
xw
Q Z
�w
C\j
Q
FILTEI
SECTION A -A
TEMPORARY ROCK CHECK DAM
NOT TO SCALE
PIPE DIA.
La
-luo IIJJJ/
A i--- La I RIPRAP
FLOW
—J
TYPICAL CONC. �
W FLARED END iv FILTER
SECTION / FABRIC
FILTER ISOMETRIC VIEW
NOTES
PLAN VIEW d FABRIC SEE APPROPRIATE SCHEDULE FOR
SECTION A A DIMENSIONS
do = PIPE DIA 1. La IS THE LENGTH OF THE APRON.
La = APRON 2. d = 1.5 TIMES THE MAXIMUM STONE
LENGTH DIAMETER, BUT NOT LESS THAN 6"
W = APRON 3. A FILTER BLANKET OR FILTER FABRIC
WIDTH SHOULD BE INSTALLED BETWEEN THE
d = APRON DEPTH RIP -RAP AND SOIL FOUNDATION,
PIPE OUTLET PROTECTION (FLARED)
NOT TO SCALE
I. 10 GA. — ----STEEL POST
' WIRE
WOVEN WIRE FENCING AS
U REQUIRED
MIN. 12 1/2 GA. °- co SILT FILTER FABRIC
INTERMEDIATE WIRES w _z a
H U-
(o N Cc
V. 10 GA. M 4"
70M WIRE
0 I 8,
a
J
w
w
ANCHOR FABRIC SKIRT
W/ MIN, 4" LONG WIRE
a STAPLES @ 12" O.C.
u
Y MIN. COMPACTED FILL OVER SKIRT'
FRONT VIEW SIDE VIEW
NOTES:
1. INSTALL NEW SILT FENCES AS S-C'WN ON DRAWING AND AT LOCATIONS NECESSARY TO CONTROL SILTATION OF ADJACENT AREAS.
2. STEEL POSTS SHALL BE 5' IN LENGTH AND BE C= -HE SELF FASTENER ANGLE TYPE.
3. WOVEN WIRE FENCING, WHERE REQUIRED (SEE \OTE #6), SHALL CONFORM TO ASTM Al16 FOR CLASS 3 GALVANIZING, FABRIC SHALL
BE A MINIMUM OF 32" WIDE AND HAVE A MINIML Y OF 6 LINE WIRES WITH 12" STAY SPACING. THE TOP AND BOTTOM WIRES SHALL BE
10 GAUGE AND INTERMEDIATE WIRES SHALL BE , 2-1r2 GAUGE.
4. FILTER FABRIC SHALL BE OF NYLON. POLYESTE DROPYLENE OR ETHYLENE YARN WITH A MINIMUM STRENGTH OF 30 LB./LIN, IN. AND
A MINIMUM OF 85% FILTERING EFFICIENCY. FAEP C SHALL CONTAIN ULTRAVIOLET INHIBITORS AND STABILIZERS,
5. IF FABRIC FILTER IS USED WITH A STRENGTH OF 50 LBAIN. IN. OR GREATER, AND THE POST SPACING (S) DOES NOT EXCEED 6', WOVEN
WIRE FENI.ING IS NOT REQUIRED. OTHERWISE, INOVEN WIRE FENCING IS REQUIRED, AND POST SPACING SHALL NOT EXCEED 8'.
6. THE SLICING METHOD FOR INSTALLING THE FENCE IS ACCEPTABLE.
7. AT LEAST ONCE A WEEK AND AFTER EACH MAJOR STORM EVENT, THE CONTRACTOR IS TO INSPECT THE SILT FENCES. ANY WASHOUTS
ARE TO BF CORRECTED AND WHEN S ACCUMULATION REACHES ONE-HALF OF THE HEIGHT, THE COLLECTED MATERIALS ARE TO BE
REMOVED.
TEMPORARY SILT FENCE
NOT TO SCALE
Revisions
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Date: 5-19-14
Scale: AS SHOWN
Drawn By: HMC
Checked By: ACL
FINAL DESIGN -
NOT FOR
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THIS PLAN IS NOT ISSUED FOR
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CORPORATE SEAL.
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SIDESLOPE OF DRAINAGE DITCH
BLEND GRADE AT TOP OF RAILROAD TIE
VEGETATED FILTER
STRIP (NATURAL)
CENTERLINE DITCH - _ 10' MIN.
0
6'
3'
30' MIN.
SIDESLOPE OF DRAINAGE DITCH
BLEND GRADE AT TOP OF RAILROAD TIE
RAILROAD TIE WEIR(S) WITH WEEP HOLES (a 3' O.C.
4"x36" TRENCH FILLED
Z
WITH CLEAN WASHED
6 FT RIP RAP LINED
0 g
NO. 57 STONE OVER
BLIND SWALE
_
ElGEOTEXTILE
o
FABRIC VEGETATED FILTER
w
STRIP (NATURAL)
FLOW
ED
3ll�
M
_I
I I —I I I—L
—� I
i
FLOW
ESTABLISH VIGOROUS
VEGETATIVE GROWTH
ON SLOPE, BANKS, AND
PULL SLOPES BACK TO
CHANNEL
BLEND INTO TOP OF /r
RAILROAD TIE
OP
3' StopF
�� 3_A sv-i
III-1
i I I
NOTES:
1, RAILROAD TIES SHALL BE ANCHORED INTO THE SOIL WITH AN APPROPRIATELY SIZED
CONCRETE FOOTER.
2. MULTIPLE RAILROAD TIES MAY BE REQUIRED IN ORDER TO ACHIEVE THE REQUIRED WEIR
HEIGHT FOR EACH WATER QUALITY SWALE OUTFALL. WEIR HEIGHT PER PLAN.
3. MULTIPLE RAILROAD TIES SHALL BE APPROPRIATELY BOLTED.
WATER QUALITY SWALE TYPICAL OUTFALL
NOT TO SCALE
NOTES:
1. VIGOROUS STAND OF PERMANENT GRASS COVER SHALL BE ESTABLISHED
AS SOON AS POSSIBLE ALONG THE BANKS OF SWALEES AND DISTURBED
AREAS, WHERE SWALE BANKS CANNOT BE ADEQUATELY STABILIZED WITH
VEGETATION, AN ARTIFICIAL LINER SUCH AS RIP -RAP OR MATTING SHALL BE PULL SLOPES BACK TO
USED TO PROTECT BANKS. BLEND INTO EXISTING
2. WHERE SLOPE OF CHANNEL BOTTOM EXCEEDS 1,5%, EXCELSIOR MATTING TERRAIN, TYP.
OR OTHER EFFECTIVE CHANNEL LINING MATERIAL SHALL BE USED.
ELEV. PER PLAN
d
5 r Typ WIDTH OPE _ -7
340pF PER PLAN �(P SV OPT --, T
S40" 5', MPxSL Cn
w_
_ =1 I I— ELEV. PER PLAN >
GRASS 'TRAPEZOIDAL' SWALE
NOT TO SCALE
NOTES: ,
NOTES:
1. VIGOROUS STAND OF PERMANENT GRASS COVER SHALL BE ESTABLISHED
1. VIGOROUS STAND IB PERMANENT GRASS COVER SHALL BE ESTABLISHED
AS SOON AS POSSIBLE ALONG THE BANKS OF SWALEES AND DISTURBED AS SOON AS POSSIBLE
AREAS, WHERE SWALE BANKS CANNOT BE ADEQUATELY STABILIZED WITH LE ALONG THE BANKS OF DITCHES AND DISTURBED
VEGETATION, AN ARTIFICIAL LINER SUCH AS RIP -RAP OR MATTING SHALL BE PULL SLOPES BACK TO AREAS. WHERE DITCH BANKS CANNOT BE ADEQUATELY STABILIZED WITH
USED TO PROTECT BANKS. BLEND INTO EXISTING VEGETATION, AN ARTIFICIAL LINER SUCH AS RIP -RAP OR MATTING SHALL BE PULL SLOPES BACK TO
TERRAIN, TYP. USED TO PROTECT BANKS, BLEND INTO EXISTING
2. WHERE SLOPE OF CHANNEL BOTTOM EXCEEDS 1.5%, EXCELSIOR MATTING TERRAIN, TYP.
OR OTHER EFFECTIVE CHANNEL LINING MATERIAL SHALL BE USED. 2. WHERE SLOPE OF CHANNEL BOTTOM EXCEEDS 1.5%, EXCELSIOR MATTING
OR OTHER EFFECTIVE CHANNEL LINING MATERIAL SHALL BE USED.
ELEV. PER PLAN
L ELEV. PER PLAN
- - WIDTH
VARIES
iyps P SL OPE ---,—I I 3 r �p 1' TYP.
=1 Mgxs ap F o 5: ; MPXS� — I_I 111— -� _ ——I I I_ W_
I— - P <
--1 F 3 III ELEV. PER PLAN 111= 3 _ I ELEV. PER PLAN >
11
G RASS 'V' SWALE TYPICAL ROADSIDE DITCH
NOT TO SCALE NOT TO SCALE
ca
m
0
TOP OF FILL - -
TOP OF FILL -r
TOP OF FILL r
z
-- - - --
-- --
---- _ __-
Q
Q-n (q
GROUND— H -
GROUND LINE—,� H -_-`
GROUND LINE _ H � _
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FZ-1 U
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irr /%' " �`.. NOT LESS THAN 3,,. 1 rn
F- Z W
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- - ROCK
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NOT LESS THAN 3" O.D. + 4' O.D./12
NOT LESS
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MIN.
THAN 6' 0 D + 4' AS DIRECTED
ROCK FOUNDATION
,r= r rl- , dµ n-
_ 0 D _ ` - EAflTH
BY ENGR.J `1
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w 0
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PIPE IN TRENCH
UNSUITABLE MATERIAL FOUNDATION
3
TOP OF FILL -- -
TOP OF FILL
TOP OF FILL
m
z
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- -- - - --_
MIN. O..D.. MIN. 0 D.-'
- --
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- J- - -
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MIN.-J �-AS DIRECTED
MIN.
Z N I---
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_ _
NOT
LESS THAN 3" O.D. O.D. �LIIN. O.C). BY ENGINEER
-
Q aLu
>
NORMAL EARTH FOUNDATION
ROCK FOUNDATION
UNSUITABLE MATERIAL FOUNDATION
c~n
r z
PIPE ABOVE GROUND
p
r
m
GENERAL NOTES:
APPROVED SUITABLE LOCAL MATERIAL
AS DIRECTED BY THE ENGINEER.
OR SELECT MATERIAL FOR FOUNDATION CONDITIONING
H
O
Q
I.D. =THE MAXIMUM HORIZONTAL INSIDE DINENSION.
APPROVED BACKFILL OR SELECT BACKFILL MATERIAL. EN 'H' IS GREATER THAN 30',
WH
USE SELECT MATERIAL OF THE APPROPRIATE CLASS AS FOLLOWS:
W
O
O.D. =THE MAXIMUM HORIZONTAL OU7SI06 DIMENSION.
_ = UNDISTURBED EARTH MATERIAL
W
Z
H = THE FILL HEIGHT MEASURED VERTICALLY AT ANY POINT
SELECT MATERIAL
1W
ALONG THE PIPE FROM THE TOP OF THE PIPE TO THE TOP CLASS IV
OVER 50 FEET
OF THE EMBANKMENT AT THAT POINT.
CLASS III
OVER 40 FEET THROUGH 50 FEET
CLASS II
OVER 30 FEET THROUGH 40 FEET
THE CLASS OF SELECT MATERIAL USED FOR AN INDIVIDUAL PIPE INSTALLATION IS
BASED ON THE MAXIMUM 'H' WHICH OCCURS ALONG THE PIPE INSTALLATION, A HIGHER CLASS
LOOSELY PLACED APPROVED SUITABLE LOCAL MATERIAL
OR SELECT MATERIAL SELECT MATERIAL, NOT TO EXCEED
CLASS IV, MAY BE USED IN LIEU OF CLASS II OR III.
FOR FOUNDATION CONDITIONING AS DIRECTED BY THE
WILL NOT BE ALLOWED)
ENGINEER.(STONE SELECT MATERIAL WILL NOT BE REQUIRED AROUND THOSE PORTIONS OF AN INDIVIDUAL
PIPE INSTALLATION LOCATED UNDER THAT PART OF THE FILL WHERE 'H' IS 30 FEET OR LESS
DO NOT OPERATE HEAVY EQUIPMENT OVER ANY PIPE CULVERT UNTIL THE PIPE CULVERT HAS
BEEN PROPERLY BACKFILLED AND COVERED WITH AT LEAST 3 FEET OF APPROVED MATERIAL.
SHEET 1 OF 1
SHEET 1 OF 1
30Q + O1
30300.01
0 1VARIABLE Z
-0 ROADWAY WIDTH }
SLOP ) -
x ZO V� �` E VARIgBLE SLOPE Q
HZcc
�=> tZEOS PIPE I CROSS PIPE �! 00a-
=-nZ>f1l HU`CO=
z=-Voo ROADWAY CROSS PIPE TYPICAL SECTION ��-_'�- z„
O
O H CJ51-WOJ
n=mm
D D > SLOPE 3 r, - VARIABLE SLOP Z O > =
-i F14 VARIABLE_ _ _ ECO4 i -- 4 c �H
z 6 H MAX. 1�.- - ` � 3' ,- `_ _ - - '� 1 6" MAX. o �r
A �- B - - -----LDS OINT D B A
FILLER--
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cn L Tb Te�PIPE 3 PIPE Tb L _
-- Te o
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m C SIDEVIEW ~
m 'fl cn PIPE '-' W
-
_ - - - �� QN� \.
cn E..� -_- - - --_--_/ cc: O
n Z
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W o
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Z Z o i -w - �' / z W U
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m � w
°°z� PLAN VIEW i/ HNu
p m \� z
O Z z O
LLI V U
o - - — ISOMETRIC VIEW F-
END TREATMENT DIMENSIONS
'-' D L - W TS -- Tb Te A B w
m 18 6'-O" 23" 4H 4" s" 211/'' 25" NOTES: cc
0L
m
1. CONSTRUCT PIPE END SECTION USING #4 REBAR SPACED 9"
24" 8'-2" 30" 4" 4" 6" 27%8" 32" EACH WAY AND MEET ALL REQUIREMENTS OF STD. SPEC. 310.
SHEET 1 OF 1 �� 2. CHAMFER ALL EXPOSED CORNERS 34. SHEET 1 OF 1
30 10 - 4 37 4 4 6 335/8 39
310.03 - 310.03
a z
m
20 -0" MIN. DRIVE PIPE OH CO
~ Z VAR. -__= FROM 12'-0" TO 16'-0" _ VAR. VAR. Q Q
>�i o 700 WIDTH -- WIDTH z Cr = U
H��=D - -- -- - -I _-L OOP=z
_ _ _cc
O Z> m �- H< Q O=
cn = o VAR. SLOPE \ Q 2 C3
z = a O 71 VAR. SLOPE F- = I- Z Lu
SOH ♦ -- { `' CnHWOJ
n = Z PROPOSED PIPE O O (n
> > OUTSIDE DIAMETER
DRIVEWAY TYPICAL SECTION>
F--I , y :D F-i
Lu
z �
h \ -BLEND INTERSECTING O
PROPOSED
SLOPES
DRIVE BLEND INTERSECTING
SLOPES �
�j
-HCLLLER i i I �_
SHOULDER
POINT�
Z
F Z \ .- Z
z mn o I I E" o
r V H
Z �.,'. =.' i -BLEND INTERSECTING I Il U� - �' X Z W
O Cl)q j �� ��/ SLOPES- U
cn 9 /� ' / g / � - - O
rn H soA, Z z
l
Z F \\ _� /-/ FQ PROP. PIPE O U W
n O -
H in
m > ; SEE NOTE 1. _I
_ oC
D p SEE NOTE 1. - Q a H
m O L VARIABLE Z 1-4 W
Z Z VARIA-VARIABLE _. SLOPE - F-
O N > SLOPEBLE SLOPE-
-4
v� -4
tm7 z ISOMETRIC OF END PIPE TREATMENT -- - 0)Q z
-I C '� USE AT LOCATIONS AS DIRECTED BY 1'tE =' :',EER � H 3
PLAN W CD
z
O -1 o CC DITCH Z � F1
Z E"1 SI GENERAL NOTES:PROPOSED DRIVEWAY
CA i ,-------FINISH GRADE O
Z ALL DIMENSIONS GIVEN ARE FOR MINIMUM CONDITIONS. P=OPE5 IQ
ENGINEERING JUDGEMENT MUST BE USED IN DETERMINING D2 EWAY -
LOCATIONS, WIDTHS, AND PIPE LENGTHS, \_\R \
PROP. PIPE �, ` 1 \ SLOP--
stop ¢ w
FACTORS SUCH AS VEHICLE TURNING RADIUS, TRAFFIC VOLUMES, > ?/
DRIVEWAY SKEW, OFFSET DISTANCE OF PIPE FROM EDGE OF PAVEMENT,
PIPE DEPTHS, AND DESIGN SPEED SHOULD OF CONSIDERED :N DETERMINING '
DRIVEWAY WIDTHS.
SHEET 1 ::+ 1 NOTE: SHEET 1 OF 1
THESE AREAS ARE TO BE USED TO BLENr -•;TERSECTING SLOPES TO THE PROPOSED DITCH. SECTION X-X
310.10 . - - 310.10
Revisions
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Date: 5-19-14
Scale: AS SHOWN
Drawn By: HMC
Checked By: ACL
FINAL DESIGN -
NOT FOR
CONSTRUCTION
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
Rol
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?n' A Th;,-z Hrqwina shall not be reproduced in whole or in part without written permission of East Coast FrIninp ,erinq, & Surveyino. P.C.
CONCRETE VALVE MARKER, MARKED 'AV' VENT SHALL BE 2 INCH SCH. 40 PVC ?,oTE
HE L
BLUE FOR WATER, GREEN FOR SEWER, WTH 1)12 INCH BRAIDED TUBING INSIDE - L!('ICE � H, l�.'.T �, L'CIE: HY AU�'TC� PE ;,y PI
PURPLE FOR RECLAIMED WATER SECURE FLEXIBLE TUBING TO END OF VENT
PIPE ALLOWING TUBING TO PROTRUDE FROM TE fE EI: P. 111`1 ,'F E'TF-1%'T
UPPER END OF VENT PIPE FOR PROPER )E-,TI_-L .1 ETAE3 ! .,j FIE 11,1A':T :IL1 MA`f 'E
QUAZITE BOX, TIER 22 RATED I VENTILATION, "I, "PTH I, TE.qu THl ,-FEET 'E,I _E J LE
MINIMUM 2'X3'X4', PART # PD2436BB48, I wTEE %IETF� I
SET FLUSH WTH FINISHED GRADE, WITH SECURE VENT PIPE TO CONCRETE VALVE -''E i,'/,IEL Hf1­'A'j TEE %Irfl TE ,It.,E i.1i'E,TLl LE,-; T -ZIE- T
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LID MARKED "SEWER' OR "WATER' AS 24- 16
REQUIRED STRAPS USING STAINLESS STEEL L
FASTENERS. I FLE HWIA%T ­L H-'LL -F %IE YELL��;" E:;l,iFL -,I,IT "T" 'H' IF
2 INCH SCH. 40 PVC NIPPLE AND X'
LE
ELBOW - TO BE INSTALLED Fl-E ,ITHI THE I, HI-1 F­,*;�( ll T TJ F F�,E :T­EE7
FINISHED GRADE THROUGH 2,� INCH CORE BORE IN
--- - 11 1 11 I= 1!,,' T�LLEI 11THI" 1: r-HE, 'F THE e� I II,E. AT
L SIDE OF QUAZITE BOX. SPACE
BETWEEN NIPPLE AND CORE TO BE
61, M_ AL 6 L I �Tr.,�Tl -'TER
IN. FILLED WITH NON -HARDENING LL
COMPOUND AT BOTH ENDS OF U Tip ETE 'E' fr E LLE F­,
L;E ILLrV­, HJIE,:�' IaL:Illl I T-1-1- -TEA,. l-ETEI"..
1'� E I,-ETE­
------ NIPPLE, THEN ASSEMBLY TO BE �j TH
F­ FLJ�'H
CAMLOCK FITTING NIPPLE LENGTH VARIES SECURED USING 2 INCH NUT ON E,­ L E LILTE F::-
C$PNIPPLE END ON INSIDE OF BOX. F", IT, :EE LE ',�1Lz-
SEE NOTE 4 AND INSE� A. J_­I:-*' ET.dI
0j" BRAIDED THE BEND ON THE OUTSIDE WILL
FLEXIBLE TUBING ACT AS TENSIONER.
TEE 1`� H, I'll L, LET. I.
AUTOMATIC COMBINATION AIR VALVE, ARI D-025, F-1
48" LIEI. /ATH F:,'
WITH BACK FLUSHING HOSE, QUICK DISCONNECT, ,�IfA TSF FIPF _Ij.
I I FT1411, jj­­tI-LU,11
'L, E, YI,
COUPLINGS, 1/2" SHUTOFF, 1" DRAIN, ETC AS REQUIRED NOTES IT O;P,I�T �HCE. �,Et I'11T c�411_ v. T
r�l LTE ' 14 TH U�;
S QUIC DISCONNECT COUPLING BY DPW CAMLOCK ALL COMPONENTS PAST TI (�E7,'�EEI; e:T�' ',E-.J�1 UI,E ,I E*_I�L
1:8 H.
21-
F WITH GASKET 'I E T l i E �E
THE TEE ARE INCLUDED
HE. �Tu,E A'I_'�'%ELI E�AL - VUST
o (PART A- MALE/PART -8- FEMALE)
AS PART OF THE FIRE `111F.'tL HC;�l jT rE IV;; ATE Tvi� l?:
F
TEE.';,','
SS PRESSURE CAGE WITH "T" & VALVE ANGLED HYDRANT ASSEMBLY FOR !�Fj­ AATEi. vETE;
FOR VIEWING FROM TOP OF BOX BIDDING PURPOSES UTI T--, PE %,jl, U11 III T rr-E
PROVIDE BRICK OR BLOCK FOR A,'�AM.T
FT 'L-!; F"- �'�LTE' LIT 7:E-, .I':E
2' AWWA SS BALL VALVE WITH LEVER STABILIZING ARV AS NEEDED -3U,f THFOST K H3
TEI 11,' I,- IT] -F I I' F:.• 1: T LLF.,
�-EE ;ETE
HANDLE: HAMMOND No. 8433 OR
No. VIOB-32 OR APPROVED EQUAL TH T
INSTALL WITH HANDLE UP FOR OPEN LE'
li�111[`Elr FILL
I #E P 1':%IE
7Ef�'d-E UNIE, TYP
7
S.S. DOUBLE STRAP SERVICE
A
SADDLE AND CORPORATION STOP
FOFE 4--il !T-T)LEIS [;TEEL TIE F,
IH-�EADEII AT EIIj-, ';1Ml
EQ,IALLi :.qfE,�,' �I E
f t,' T�
F!ET4,EE.,� -UL TF: -!,EEI H, LE--,,� -FE
It nTTIN'.;-- (TEE, V&LYE, T:, PE P.11-1-i F1�tl1,TL4,I41_ 'EF`1111 LINE Tiz
PROPOSED PIPELINE COMPACTED NCDOT #57 CRUSHED STONE (DEPTH OF -L,
STONE TO BE 16" OR OUTER DIAMETER OF PIPE PLUS 4",
WHICHEVER IS GREATER)
SECTION
F1_1E
NOTES: rE -�LAN -1E-�, FIRM'N`ATE�,/IFRV�ATION; -.:PUT �E-I�jf_E
FT A 11 0.;_ _- -4
4`1' �!_'ET-'PLE "L T, E-
I I I 1 1:11 X-c. 11 Iz I ­LLU Ar IrIN VAIN ETE;: 01"
1. USE AN APPROVED JOINT COMPOUND ON ALL THREADED CONNECTIONS. I F E _.L
2. 2* S.S. NIPPLES SHALL BE USED IF NEEDED. ;Ell E,!, ;L - T
3. CONTRACTOR SHALL ADJUST PIPELINE PROFILE DOWNWARD IN APPROACH TO ARV IN ORDER TO ATTAIN ADEQUATE DEPTH FOR `!(,)-TE E':` ', WxTp.
ARV ASSEMBLY. TRANSITION LENGTH SHALL BE SUFFICIENT TO ENSURE THAT ARV IS LOCATED AT HIGH POINT. 'ETEl: '17H
4. SET VALVE MARKER AND VENT STACK AT RIGHT-OF-WAY LINE. EXTEND VENT PIPE AS REQUIRED (SEE INSET A). U-1 T 'E !,Il LI,, III) TI-E
5. AT THE DISCRETION OF BRUNSWICK COUNTY, THE VALVE MARKER AND VENT STACK MAY BE LOCATED IMMEDIATELY ADJACENT `TEFL "I"I 7AI%1_F7_`_1
TO THE QUAZITE BOX IF THE DISTANCE FROM THE QUAZITE BOX TO THE RIGHT-OF-WAY LINE EXCEEDS 10 FEET, OR OBSTACLES TEEL I
OR FINISHED GRADE PREVENT VENT STACK INSTALLATION AT THE RIGHT-CF-WAY LINE.
STANDARD AIR RELEASE VALVE INSTALLATION LY -1;1_4­E E�-EVE'4T
L FE r
E',* E!! T --
ENTEI4JAE i-f *ATE:iU,TE
-R
o
3' MIN. T 1::"i 'ETF
71 _FR-H 7A1-I'-U"­`E TN41:41EL T11 -L
UP HE, 1,
-N' -
NTYT17'
TEE C�oss, E
ELECTTI!�;'#G LATE AL
-ILL T,f �CR E W'ir� LA!XY �0 N"
AL A�-, TELE-H:;,�E il'LE-1 L=
)CIE ',F I--�,ELIEIj, AHL HE,E�. IS
TEE. MME­�A�MWENT T,- GR ATEr
V VANKER L 'J J�T UI�E '�F Ll�.F 'Ill!E-TI�Y.
THE-
_T:;I% TO'
',�TE`� '�lETE:'- E' _il LIAP �vf, ---E; ---E
ELE"TT', :'It',
-TH
P TH ZI_4��E E
El I% FFLL
LL I, T) El V'F I E I I
TO'x*- .�E. ,�.�i", ,. Y t:" a'_ r.
F
THI' TIU 71E-
El,-­ 1
T
jP, -_TEEL '4'11�1„
-HE'! c�T"!E
A '."F D,l
I, r �EE:.�E' E V,Ar�,;I`E�. ,ALL, TILE IF'E
7 I:IITILHTY t� AIN
AIL THI`�! H E ;E-L '�E i,EE IF
TE
AITIA HE 'E-, -I E LE
'.LL 'IPELIT,EY LA; ,r�El` TH-l! C' 11Y swl J,!_'I<hV1.7,,,LLE T-1%E FINE H E L E LI,, E
PITH <TEEL 1 121" THIk-
"It _L;,LL ��E 'E-LIT` _11f ',`�_:EL A. LL- 14 E' 7, --EAL _VET. VAHlIFt 'T '�E`
E'�"_ CF
F�j LL [.I LIE FF FILL
:TF­7P -,H,LLL �L-­.E !,!EJEP r­1 III h­!-T7�FF1 7-
T1 'I __E�IFIEC [It 7­I;';­A'L,-,I, Ck)i ',.Ty E - T'�'F T
6 L
TEEL _1­1 Li- E,"[El iii -;F E, -;_I r t'AVEtIEkT EI-IGEL F.� -
�F,FET L-I �­ 7- HILL =ET I�l ITIH LIT,_H :E­71� H�LL EXTEr.f! T" t�1 -,L.-E ­F _11'M ]!I �.IJT-..Er -, ,
�E TI-A • E T1 T -E r E' E F T, �,Hl HE E- I- _l'E+I_E_, E',, :HILL :E -TT 11" ' 11 'VITH �';AL 1:11EDc •;-L' 'E-.
etc HE IF 11 E I EI) F 1' 11 FL - LE ­Tl'f, E::, Ell T r 1: E'. `-H-Ll_ --E "Fl"J E TE ALL "ElHIPE J' !T- =CI_i
E',: F L-111- T -1 E T I LI E '.'E TE -,'LLL r�E(TII�E A %IETE,? -17E7
H�'I';E 1% E
OrE E "r; Tl­� TI!17' -ILLLL E THE Pr;Ir,4F1EPE'I('E 7F EArH o7IILT. 'I.-, -,Arl, 2 "ETEP
END LL', 'E
IquIE, HAN:,E III E;: T.
LAt,E I, I-E TVE '1� ENt-K
V-`I E" A
I / T 2" 'Hi ­JID - F I`, TEI_- T.I-
EUECTW�W v-111 IF'' %­TE 'HILL �E - I
F2LL1 'Nti F7 _E_ T71-19- Q!:AIFICAnQ145 OF PFRS�IN�jFL
i TI I L
�7 1 ER 1I:T1 IIJ*_,TALU- `1 _'ET. - �V ' 'OFHIA -[I � ELE' T fd I E El. 2- %4:;;T r2E CEPTIFIE� T- vEET STATE �E�,' ;I1E%*E',FTS vjrH1% THE �-.T 7:-E': F,- T I
1-1) X-1 !-I, H 1'%'FTE17' F_- L'�i AND ':�TP -1
OTC1111 'T,�Hl 'fl F -:T E,ICEF. E (,:IF -;HALL HE F.'L�'IF-HE_' P_-
1. .1 �Xj I- ELE'T THE %�')T DEPARP,'E' T E Er- HI_ HE- "EI �'E`E'J-'ThE
f 404-r !-L I-" E TE- 1EE;
'EC,�-'IVEr' V­TE-W '7' H'.- Y ELF T-
I-I'I H I-­ETF HE
T;)`; 1A!,J
j:H 4LL TT' I E7-IL-: I E A
I - _E Fl` PrDADWAYS
EFEI T 'IT, 7
TE1441T AL CIM --n-I E.Tl TITI.FI ELF T",Ll
1,'F, F E t­j, V114EII I _LL,: Ff,,, aTE I I _1ET-111- VVS-15
ELE_TF1;-.,I K_ !j,';F`T1EF
BALL I L_1,'EI.,IE!,,jT UETr­IL
NOTE,
VAL'VE VAFYE' T'i SE 1%-T"LLD 411,tHT A1711 THE
-.AST M, Fi--1111- ME 'E4;E,T -T--'EET E
ANII -A-7-L --Z I,Ii1-,T HE ETrHM_ OR STAY E TE :- : :� , _F
INTU THE E PT L .T- E.R, .I' El'T1 7 -1-"
F-C-ST T-E T-LLED FOR EA ;H1'eL,E L'-ATE
"l-IFE I'F THE FA,PIE!LT, HKIH a-T
1,11T - T - /7-
'LL -E:. LIIIE7 ''ILL 11',E FU­Hl' I VAL".17 "Arl:El T:',--.-'E 11:7"FALILEP AT THE ill-1-7I­,F
�tEVI,Z "T-, ) R/W
L�`� FL HIfF 1-1,1WA11T F 7-iii-E EL FOLMOVM
F,-H FI=E H,*N'ANT HY71 FL E 'E 1%I =T IE �T FL, - HI H 0).,L T -
FL L :- +LL _-� -,F :oL- T,_E
T ', I
.',L',E A ,. 1 25(,("I F�- - '-REL Hi ATIT F. PAINr '.AL'.E VLTKr
rlk,` F V 1� "Ti� F�.'FEPLE U :-EL 711--r, FLII'Llf�- HT-FAIIT
� I F,I :E 'I'FP L' MTH LI:
I�) f�E It, UE_ �,�F a) wATE; - FLjE
b) --?EEu Im
-L FL `HIIV� H,FtF'1'IT "EF
FET-IL [III' :HEETV AAY
TTI
VALVE -I� Al Ti-- F1',I.^SHE` 'f',5E
E E
L7
EXISTING GROUND
7 -7
3 FEET MIN-
'l,'"IETE 'L, E VA'I E,1 _R PVC j -0PE
T TH­ 1.,;T ",IULA'� TP
�ET 1', 1AU, LE T
"LL I f
L'AN t,'4AVETE-.
I HE
,MALUEH 'Min 'V;T/E MARKEP IN !`TAT OF WAY PAVED)
I 'L -1'IT E-'-U.
----------
T_.F:E I - �E I T III I --L IV
MTH _'PII,UE-z IE,-�, F- TIE
24* QLARANCE PREFERRED OR A5. WATER/SEWER (DIP OR C900 PVC)
APPROVED BY BRUNSWICK COUNTY
Ti-I_`1 jETAIL lV--, 6. c'uNICRIETE
L20LTS OF
TE
OW JOINT FROM RESTRAPO JOW FTTIING 45 DEGREE MAXIMUM
BEND (TYP.)
T. E- AE !.t)T -LLOIZ) *0 CONNEf-lNG MAIII
1- LL a:;'E'- THAN E45`11V,f VAIN TO BE TAMED
­TEt. F
ETE HALL
SHALL _-E DEFTillk_ LLA�
MIJ TIV TUCIETHEIi.
3 TMCH acTTiz, 01TV P11
WtKM 'F TH1,1, fT
1HA,u. Pt 'A4ij,'
WITH,
�W IFILL t1,111 lu
AR
EMEMI1
X, PIAP
LE A
E,; _Ik,,EME^,T�,
I k , r:HE 'LE
I E x k L N1H j f, Yif.,HT 1;;i- Fz+(;- HTI
I
IFE I 0S FT I IL1, Ek 111­'­.T12
IY-Q`+UIPE 1:__'%LU'-_./FT I ­j
0AIl "AHELJUE
IJ;_JK -ki • _6
TH 1 ''JS T (".0 L L P F QP VATER MAINS
U E T A 1 L Ii;- � 2,
2 HE 3TAPdM- TEEL �;-) -*q kI.TELLIEq 1A;'rINC SLEE`-.t
F--, TAF 4M`+ e:' - , , - I- I I 3 17E STAMLES> �TEEL Tl 1'r BY 1M RESSER, CASCADE, AI,ITH RE5r1;A1!;P
,l10 FIF T*S l V-I, A'J' GREATER
- A ALL HL;�2KAFE TfLI­5,. N'03. ET(:" F4 " ALL TA011Na 5LEE%,E5 ,LE - v ELLE- E-i z.t u-
MALL �E ,;' �TAI%ESS STEEL
',E� E� -'I,
W .1M.TUT SURF-1E r,- T1= 171F SHALL 7T
S� DEPTH IF-,
�f E -1 T
CREATE' TM-'h HEIGHT
TAPPING SLEEI;E & VALVE k3cEmAi
DETAIL VVS- 18
STORM WATER CULVERT INVERT
-WATER/SEWER (EIP)
RESTRAINED JOINT REQUIRED
N-Q-E- USE STAINLESS STEEL NWADED RODS, W.GA-LUG. OR APPROVED EQUAL FOR JOINT RESTRAINT
DITCH AND,/OR STORM DRAIN CROSSING
OFFSETS BETWEEN WATER/SEWER
PRESSURE MAIN AND STORM DRAIN
DETAIL WS-20
RESTRAINED JOINT(TYP)
MEG-A-LUG OR EQUIVALENT
AS MANUFACTURED BY EBEIA
IRON, ROMAC, SMITH-BLAIR,
ETC.
Revisions
n
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1.4
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Date: 5-19-14
Scale: AS SHOWN
Drawn By: IB4C
Checked By: _ACL
FINAL DESIGN
NOT FOR
CONSTRUCTION
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
C R 04
j
7�t
..........
M
C8.2
I I I 1 1:11 X-c. 11 Iz I ­LLU Ar IrIN VAIN ETE;: 01"
1. USE AN APPROVED JOINT COMPOUND ON ALL THREADED CONNECTIONS. I F E _.L
2. 2* S.S. NIPPLES SHALL BE USED IF NEEDED. ;Ell E,!, ;L - T
3. CONTRACTOR SHALL ADJUST PIPELINE PROFILE DOWNWARD IN APPROACH TO ARV IN ORDER TO ATTAIN ADEQUATE DEPTH FOR `!(,)-TE E':` ', WxTp.
ARV ASSEMBLY. TRANSITION LENGTH SHALL BE SUFFICIENT TO ENSURE THAT ARV IS LOCATED AT HIGH POINT. 'ETEl: '17H
4. SET VALVE MARKER AND VENT STACK AT RIGHT-OF-WAY LINE. EXTEND VENT PIPE AS REQUIRED (SEE INSET A). U-1 T 'E !,Il LI,, III) TI-E
5. AT THE DISCRETION OF BRUNSWICK COUNTY, THE VALVE MARKER AND VENT STACK MAY BE LOCATED IMMEDIATELY ADJACENT `TEFL "I"I 7AI%1_F7_`_1
TO THE QUAZITE BOX IF THE DISTANCE FROM THE QUAZITE BOX TO THE RIGHT-OF-WAY LINE EXCEEDS 10 FEET, OR OBSTACLES TEEL I
OR FINISHED GRADE PREVENT VENT STACK INSTALLATION AT THE RIGHT-CF-WAY LINE.
STANDARD AIR RELEASE VALVE INSTALLATION LY -1;1_4­E E�-EVE'4T
L FE r
E',* E!! T --
ENTEI4JAE i-f *ATE:iU,TE
-R
o
3' MIN. T 1::"i 'ETF
71 _FR-H 7A1-I'-U"­`E TN41:41EL T11 -L
UP HE, 1,
-N' -
NTYT17'
TEE C�oss, E
ELECTTI!�;'#G LATE AL
-ILL T,f �CR E W'ir� LA!XY �0 N"
AL A�-, TELE-H:;,�E il'LE-1 L=
)CIE ',F I--�,ELIEIj, AHL HE,E�. IS
TEE. MME­�A�MWENT T,- GR ATEr
V VANKER L 'J J�T UI�E '�F Ll�.F 'Ill!E-TI�Y.
THE-
_T:;I% TO'
',�TE`� '�lETE:'- E' _il LIAP �vf, ---E; ---E
ELE"TT', :'It',
-TH
P TH ZI_4��E E
El I% FFLL
LL I, T) El V'F I E I I
TO'x*- .�E. ,�.�i", ,. Y t:" a'_ r.
F
THI' TIU 71E-
El,-­ 1
T
jP, -_TEEL '4'11�1„
-HE'! c�T"!E
A '."F D,l
I, r �EE:.�E' E V,Ar�,;I`E�. ,ALL, TILE IF'E
7 I:IITILHTY t� AIN
AIL THI`�! H E ;E-L '�E i,EE IF
TE
AITIA HE 'E-, -I E LE
'.LL 'IPELIT,EY LA; ,r�El` TH-l! C' 11Y swl J,!_'I<hV1.7,,,LLE T-1%E FINE H E L E LI,, E
PITH <TEEL 1 121" THIk-
"It _L;,LL ��E 'E-LIT` _11f ',`�_:EL A. LL- 14 E' 7, --EAL _VET. VAHlIFt 'T '�E`
E'�"_ CF
F�j LL [.I LIE FF FILL
:TF­7P -,H,LLL �L-­.E !,!EJEP r­1 III h­!-T7�FF1 7-
T1 'I __E�IFIEC [It 7­I;';­A'L,-,I, Ck)i ',.Ty E - T'�'F T
6 L
TEEL _1­1 Li- E,"[El iii -;F E, -;_I r t'AVEtIEkT EI-IGEL F.� -
�F,FET L-I �­ 7- HILL =ET I�l ITIH LIT,_H :E­71� H�LL EXTEr.f! T" t�1 -,L.-E ­F _11'M ]!I �.IJT-..Er -, ,
�E TI-A • E T1 T -E r E' E F T, �,Hl HE E- I- _l'E+I_E_, E',, :HILL :E -TT 11" ' 11 'VITH �';AL 1:11EDc •;-L' 'E-.
etc HE IF 11 E I EI) F 1' 11 FL - LE ­Tl'f, E::, Ell T r 1: E'. `-H-Ll_ --E "Fl"J E TE ALL "ElHIPE J' !T- =CI_i
E',: F L-111- T -1 E T I LI E '.'E TE -,'LLL r�E(TII�E A %IETE,? -17E7
H�'I';E 1% E
OrE E "r; Tl­� TI!17' -ILLLL E THE Pr;Ir,4F1EPE'I('E 7F EArH o7IILT. 'I.-, -,Arl, 2 "ETEP
END LL', 'E
IquIE, HAN:,E III E;: T.
LAt,E I, I-E TVE '1� ENt-K
V-`I E" A
I / T 2" 'Hi ­JID - F I`, TEI_- T.I-
EUECTW�W v-111 IF'' %­TE 'HILL �E - I
F2LL1 'Nti F7 _E_ T71-19- Q!:AIFICAnQ145 OF PFRS�IN�jFL
i TI I L
�7 1 ER 1I:T1 IIJ*_,TALU- `1 _'ET. - �V ' 'OFHIA -[I � ELE' T fd I E El. 2- %4:;;T r2E CEPTIFIE� T- vEET STATE �E�,' ;I1E%*E',FTS vjrH1% THE �-.T 7:-E': F,- T I
1-1) X-1 !-I, H 1'%'FTE17' F_- L'�i AND ':�TP -1
OTC1111 'T,�Hl 'fl F -:T E,ICEF. E (,:IF -;HALL HE F.'L�'IF-HE_' P_-
1. .1 �Xj I- ELE'T THE %�')T DEPARP,'E' T E Er- HI_ HE- "EI �'E`E'J-'ThE
f 404-r !-L I-" E TE- 1EE;
'EC,�-'IVEr' V­TE-W '7' H'.- Y ELF T-
I-I'I H I-­ETF HE
T;)`; 1A!,J
j:H 4LL TT' I E7-IL-: I E A
I - _E Fl` PrDADWAYS
EFEI T 'IT, 7
TE1441T AL CIM --n-I E.Tl TITI.FI ELF T",Ll
1,'F, F E t­j, V114EII I _LL,: Ff,,, aTE I I _1ET-111- VVS-15
ELE_TF1;-.,I K_ !j,';F`T1EF
BALL I L_1,'EI.,IE!,,jT UETr­IL
NOTE,
VAL'VE VAFYE' T'i SE 1%-T"LLD 411,tHT A1711 THE
-.AST M, Fi--1111- ME 'E4;E,T -T--'EET E
ANII -A-7-L --Z I,Ii1-,T HE ETrHM_ OR STAY E TE :- : :� , _F
INTU THE E PT L .T- E.R, .I' El'T1 7 -1-"
F-C-ST T-E T-LLED FOR EA ;H1'eL,E L'-ATE
"l-IFE I'F THE FA,PIE!LT, HKIH a-T
1,11T - T - /7-
'LL -E:. LIIIE7 ''ILL 11',E FU­Hl' I VAL".17 "Arl:El T:',--.-'E 11:7"FALILEP AT THE ill-1-7I­,F
�tEVI,Z "T-, ) R/W
L�`� FL HIfF 1-1,1WA11T F 7-iii-E EL FOLMOVM
F,-H FI=E H,*N'ANT HY71 FL E 'E 1%I =T IE �T FL, - HI H 0).,L T -
FL L :- +LL _-� -,F :oL- T,_E
T ', I
.',L',E A ,. 1 25(,("I F�- - '-REL Hi ATIT F. PAINr '.AL'.E VLTKr
rlk,` F V 1� "Ti� F�.'FEPLE U :-EL 711--r, FLII'Llf�- HT-FAIIT
� I F,I :E 'I'FP L' MTH LI:
I�) f�E It, UE_ �,�F a) wATE; - FLjE
b) --?EEu Im
-L FL `HIIV� H,FtF'1'IT "EF
FET-IL [III' :HEETV AAY
TTI
VALVE -I� Al Ti-- F1',I.^SHE` 'f',5E
E E
L7
EXISTING GROUND
7 -7
3 FEET MIN-
'l,'"IETE 'L, E VA'I E,1 _R PVC j -0PE
T TH­ 1.,;T ",IULA'� TP
�ET 1', 1AU, LE T
"LL I f
L'AN t,'4AVETE-.
I HE
,MALUEH 'Min 'V;T/E MARKEP IN !`TAT OF WAY PAVED)
I 'L -1'IT E-'-U.
----------
T_.F:E I - �E I T III I --L IV
MTH _'PII,UE-z IE,-�, F- TIE
24* QLARANCE PREFERRED OR A5. WATER/SEWER (DIP OR C900 PVC)
APPROVED BY BRUNSWICK COUNTY
Ti-I_`1 jETAIL lV--, 6. c'uNICRIETE
L20LTS OF
TE
OW JOINT FROM RESTRAPO JOW FTTIING 45 DEGREE MAXIMUM
BEND (TYP.)
T. E- AE !.t)T -LLOIZ) *0 CONNEf-lNG MAIII
1- LL a:;'E'- THAN E45`11V,f VAIN TO BE TAMED
­TEt. F
ETE HALL
SHALL _-E DEFTillk_ LLA�
MIJ TIV TUCIETHEIi.
3 TMCH acTTiz, 01TV P11
WtKM 'F TH1,1, fT
1HA,u. Pt 'A4ij,'
WITH,
�W IFILL t1,111 lu
AR
EMEMI1
X, PIAP
LE A
E,; _Ik,,EME^,T�,
I k , r:HE 'LE
I E x k L N1H j f, Yif.,HT 1;;i- Fz+(;- HTI
I
IFE I 0S FT I IL1, Ek 111­'­.T12
IY-Q`+UIPE 1:__'%LU'-_./FT I ­j
0AIl "AHELJUE
IJ;_JK -ki • _6
TH 1 ''JS T (".0 L L P F QP VATER MAINS
U E T A 1 L Ii;- � 2,
2 HE 3TAPdM- TEEL �;-) -*q kI.TELLIEq 1A;'rINC SLEE`-.t
F--, TAF 4M`+ e:' - , , - I- I I 3 17E STAMLES> �TEEL Tl 1'r BY 1M RESSER, CASCADE, AI,ITH RE5r1;A1!;P
,l10 FIF T*S l V-I, A'J' GREATER
- A ALL HL;�2KAFE TfLI­5,. N'03. ET(:" F4 " ALL TA011Na 5LEE%,E5 ,LE - v ELLE- E-i z.t u-
MALL �E ,;' �TAI%ESS STEEL
',E� E� -'I,
W .1M.TUT SURF-1E r,- T1= 171F SHALL 7T
S� DEPTH IF-,
�f E -1 T
CREATE' TM-'h HEIGHT
TAPPING SLEEI;E & VALVE k3cEmAi
DETAIL VVS- 18
STORM WATER CULVERT INVERT
-WATER/SEWER (EIP)
RESTRAINED JOINT REQUIRED
N-Q-E- USE STAINLESS STEEL NWADED RODS, W.GA-LUG. OR APPROVED EQUAL FOR JOINT RESTRAINT
DITCH AND,/OR STORM DRAIN CROSSING
OFFSETS BETWEEN WATER/SEWER
PRESSURE MAIN AND STORM DRAIN
DETAIL WS-20
RESTRAINED JOINT(TYP)
MEG-A-LUG OR EQUIVALENT
AS MANUFACTURED BY EBEIA
IRON, ROMAC, SMITH-BLAIR,
ETC.
Revisions
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Date: 5-19-14
Scale: AS SHOWN
Drawn By: IB4C
Checked By: _ACL
FINAL DESIGN
NOT FOR
CONSTRUCTION
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
C R 04
j
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..........
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C8.2

Revisions
12" DIA. CONCRETE BOX wfrOP STAMPED "SEWER"
14
' SLIP X FIPT,ADAPTER AND
THREADED PVC CAP
PVC VALVE
GRAVEL
45' BEND
MIN. 1/2 CF OF
CONCRETE BLOCKING
45° BEND MIN. 1/2 CF OF
CONCRETE BLOCKING
NOTES
1. VERTICAL PIPE AND ALL FITTINGS TO BE SCH. 40 PVC UNLESS OTHERWISE NOTED.
2. SLOPE FINISH GRADE TO DRAIN AWAY FROM BOX.
3. THRUST BLOCKING INCLUDED AS PART OF CLEANOUT.
TYPICAL SEWER CLEANOUT AT END OF LINE
BRONZE
GATE VALVE
FINISHED GRADE
NOT TO SCALE
CONCRETE OR CAST IRON
BOX WITH TOP STAMPED
\ "SEWER"
BRONZE
C-CHECK VALVE
MIPT X SLIP
PVC ADAPTER
SCH. 40
PVC PIPE
02 PVC TEE ,[
r 12"-18"
PVC CAP
SCH. 40
PVC PIPE Z
PRESSURE
SEWER MAIN """"""
.RAVEL
SERVICE DIAMETER NOTE:
USE 1 1/2" PIPE AND COMPONENTS
TYPICAL SEWER SERVICE VALVE BOX
NOT TO SCALE
MANHOLE RING AND COVER
US FOUNDARY 664KL
STAMPED "SEWER" OR
APPROVED EQUAL
SHORT BODY PRIES. SWR. VALVE
INLET, 1/2" OUTLET,
CRISPIN # S205 OR EQUAL \ \
48" PRE -CAST M.H.zm
2" SCH 80 BRASS NIPPLES RISER SECTION
MJ TEE, TAPPED 2" = 2" BRONZE G.V., w/ FIPT
SEWER FORCEMAIN OR
PRESSURE SEWERLINE
.�/.�\\i��r�>a� ;�� i i i\/\\\ �\ i,�i\�\1C..\//�\✓�-- NATURAL GROUND
CRUSHED STONE FILL CONCRETE SUPPORT
1. MJ TEE SHALL BE SAME SIZE AS SEWER FORCEMAIN OR PRESSURE SEWERLINE
AND INCLUDED AS PART OF THE AIR RELEAE VALVE ASSEMBLY.
2. CONCRETE THRUST BLOCK SHALL BE INCLUDED AS PART OF THE AIR RELEASE
VALVE ASSEMBLY.
PRESSURE SEWER AIR RELEASE VALVE ASSEMBLY
NOT TO SCALE
N
PAVEMENT (FOR USE IN PAVED AREAS)
112" -
N
v
POURED IN PLACE CONCRETE
COLLAR (3000 PSI MIX)
COMPACTED ABC BASE GATE
UNDER COLLAR VALVE
CASTING
(FOR USE IN UNPAVED AREAS)
12'
` //�y Zo
POURED IN PLACE CONCRETE COLLAR
(3000 PSI MIX)
-PRE-APPROVED PRECAST COLLAR
WILL BE ACCEPTED IN NON -TRAFFIC
AREAS.
VALVE BOX - CENTER BOX
PLUMB OVER VALVE STEM
1v i- w NO CONCRETE SHALL TOUCH
BLOCKING MIN. BOLTS OR GLANDS. WRAP BOLTS
BEARING AREA = 1 y'' OR
FT. SQ. GLANDS w/PLASTIC
t
NOTE: CONCRETE BLOCKING SHALL BE INCLUDED AS PART OF VALVE & VALVE BOX ASSEMBLY.
MJ GATE VALVE AND VALVE BOX
NOT TO SCALE
LONG SIDE SERVICE TO BE
D IINSTALLED BY DRY BORE OR
VIBRATORY MOLE
REDUCER 1 1/2" x 1 1/4" SEWER I I
AS REQ'D REDUCER SERVICE +I
VALVE BOX N
- � PER PLAN SEE DETAIL
1 1/4"
Dx2"TEE
PRESSURE
BLOCKING AS SEWER MAIN
REQUIRED
1 1/2" SCH. 40 PVC
SINGLE RESIDENTIAL PRESSURE SEWER SERVICE
NOT TO SCALE
CORROSION - RESISTANT
ENCLOSURE: NEMA 4X:
fiberglass (outdoor)
0
ALUMINUM BACK PANEL
O
IEC MOTOR CONTACTOR(S)
4
FT
7
Silver cadmium oxide contacts1
®
PUMP CIRCUIT BREAKERS
2 ®
CONTROL CIRCUIT
°
w
FUSE 1 amp
"
©
ALARM CIRCUIT
B o
w
FUSE 1 amp
0138
O
Q
START WINDING RELAY(S)
_
®
STARTING CAPACITOH(S)
8
-
RUNNING CAPACITOR(S)
_
HAND -OFF -AUTO SWITCH
g
O O
Momentary in -hand
11
KLIXON OVERLOAD
g
PUMP RUN LIGHT (AMBER)
w .
13
Re<i
SEAL LEAK LIGHT (Red)
Only on units with detector
TERMINAL BLOCKS
SIMPLEX UNIT 5 6
GROUND LUG(S)
FLASHING ALARM LIGHT
Mounted on top of
enclosure (red)
SOLID STATE FLASHER
SIMPLEX STANDARD PUMP STATION PANEL
NOT TO SCALE
115/23OV-1/-60 Her-z Power Supply
4 2 L1 N
IGHTNING ARRESTOR
`PUMP 1141 OL.1
P
(30nep) .r __ - 2 W.
M MI MTR172 FL
START 5 2 RUN CAP. Ml R N -r
P.ELAY i
ST-II-O-'
CONTROL
(IDu p)
ALARM LIGHT
A
" LT RED
LC RK-1701 CONTROLLERAU➢IBLE ALARM
A
cF AU0 TOUCI+-TO-SILENCE
N
SL
_ xL
15 % 16 _F Lv FOR.
G
KUH LEVEL 11 (_�� 12 OFF
PUNP ON RO HEAT ALT M]
T SENOR 2 REV. OL.1
-T PI A
9 IQ
211 S22 1 I 0
- PUP �"F M2
5
4 L 3
SEAL
PR4-
'
is I � SEAL FAIL
R
vWE2 UA£SS P,FONfSE"
a w¢Tri .usLa ICTl�tri ,caxvw-s a . re a
slnc v nc ,Immw...uxs.
>. ++ruH xv[a mttvrtn rs m � FawIDE➢ yr exsra! Lca
2. T�f LAgE. F61D VA,Y6 TERRIMOLS TD 35 in Ltz.
DWF
�.^'"^""o �+.�a u:o
4tT.2e1-5]6]
imA'NIE $1MLL F]¢D VIR� TERMw14Li iG 2 in. Lb:.
VptA1G xLLST 8E 6CC CWPER 5l8tx �maN:n
DATE
SCALE DR1iG. N0.
�fII1D
. ttVFl $wlnls5 1t6T wE ldMm A l0m11M ff 2 4,PS B 120V.
s aev .NAPra re TEmQIN.s t1-n m vmws !cwT mrsmr.
12/16/10
NONE A-SF23CP-450
SIMPLEX CONTROL PANEL ELECTRICAL DIAGRAM
NOT TO SCALE
SPRINGLINE
1. BACKFILL TO BE FREE OF ROCKS, FOREIGN MATERIAL, OR FROZEN EARTH.
2. BACKFILL COMPACTED TO:
A - 95% MAXIMUM DRY DENSITY UNDER ROADS, DRIVEWAYS, OR SIDEWALKS
B - DENSITY BEFORE EXCAVATION, OR 90% MAXIMUM DRY DENSITY WHICH EVER IS LESS, AND
IN LOCATIONS NOT COVERED ABOVE.
3. BACKFILL COMPACTED IN MAXIMUM OF 8" LIFTS IN AREA 1 AND MAXIMUM 6" LIFTS IN AREA
2 BY MEANS OF A MECHANICAL TAMPER.
4. AREA 3 SHALL CONSIST OF SAND, GRAVEL, OR NATIVE SOIL WHICH IS FREE OF ROCKS,
FOREIGN MATERIALS, FROZEN EARTH OR ORGANICS. WHERE NATIVE SOIL IS DETERMINED
ADEQUATE BY THE ENGINEER, NO EXCAVATION BELOW BOTTOM OF PIPE IS REQUIRED.
(ie. AREA 2 WOULD EXTEND TO TRENCH BOTTOM.)
5. REFERENCE TO DENSITY BASED ON STANDARD PROCTOR AS DETERMINED BY AASHTO T - 99.
(ASTM D - 698)
TRENCH BEDDING AND BACKFILL
NOT TO SCALE
12" DIA. CONCRETE BOX
wff'OP STAMPED "SEWER"
SLIP X FIPT ADAPTER AND
THREADED PVC CAP (TYP)
1" TO 2" 2" BRONZE GATE VALVE
(TYP) w/MIPT X SLIP SCH. 40 PVC
ADAPTERS (TYPICAL)
-GRAVEL i
cm
z
NOTES
1. 2" GATE VALVE SHALL HAVE F.I.P. THREADS. CONNECTION TO THE PIPE
SHALL BE MADE WITH SCH 40 PVC M.I.P.T.X CLIP ADAPTERS.
2. GATE VALVES GREATER THAN 2" SHALL BE MECHANICAL JOINT.
3. SLOPE FINISH GRADE TO DRAIN AWAY FROM BOXES.
TYPICAL IN -LINE PRESSURE SEWER CLEANOUT
NOT TO SCALE
NOTE: NO PLANTINGS ARE ALLOWED WrRNi 3 OF PUMP TANG
SIMPLEX CONTROL PANEL
MOUNTED TO SIDE OF HOl1SE IN VIEW
OF PUMP STATION. THE CONTROL
ALL ELECTRICAL EQUIPMENT AND ASSEMBLIES SHALL CONFORM TO THE LATEST CODES.
PANEL SHALL HAVE AUDIBLE AND
VISUAL HIGH WATER AIARM.
MINIMUM 3' DISTANCE FROM GROUNDTO
TOP SHALL BE PLACED
BOTTOM OF CONTROL PANEL
24' MIN. ABOVE 100 YR
BASIN COVER
FLOOD ELEV.
CONDUIT
2' PVC VENT WSCREEN
�TO BE FIELD NSTALIE)
24' MIN. ABOVE 100 YR FLOOD ELEV
�ELECTRICAL
EY CONDUIT SEAL
9. B. OTHERS)
SST FASTENERS TOP ELEVATION._
0
1 B Ifl
1
r CONDUIT
1 FWD.
1
a
7 NPT CONDUIT FLANGE,
� DISCHARGE LEVEL
a-
CAST IRON
z1 1 4' CHECKVALV -& BALL VALVE INBOX
3E RBERGLASS RENF. POLYESTER
IESN. 1!r MN. WALLTHICKNESS
OLAQ( DISCONNECT CAM-L.OK HOSE RT nw
GE -COATED SURFACESTO SEAL FIBERS
120 PCF LOAD RATING AT S.F2
ALL NOSE CONNECTIONS USE 12) SST HOSE CHAMPS
NYLON LIFTOUT ROPE
o_
t ITV HJ=Y._
1 Rf RDMLE DISCHARGE PIPE
HIW WATER ALARM ELEVATION
y
ttFT HIJB
Ui£IYD.
_
5
S
�
(FIELD NSTAlJFO)
O
9PUP'OIf E1Jl'ATON=
n?
in
a
-_ 15
O
0
BOTTOM ELEVATION -
PUMPS 'CF` ELEVATION -
0
•:. .••...:.'-•. .
,. ..-•1.: .• • •:•: DISCHARGE CASE. STRICT. PLASTIC
NlGRINDEREEA 70,1 GRINDER PUMP tap, ml., PFp
REINFORCED COICRI�
A,RTRDTAIDN BASE REQUIRES
911 CU. FT. FOR EACH FOOT O'BASMI DEPTH
NOTE:
1. SIMPLEX GRINDER STATIONS SHALL BE INSTALLE) FOR ALL SINGLE FAMILY LOTS.
2. CONCRETE FOR ANTI -FLOTATION SHALL BE INCLUDED AS PART OF GRINDER PUMP STATION.
3. NO PLANTINGS SHALL BE PLACED WITHIN 3 FT OFTHE PUMP STATION.
4. A PLACARD SHALL BE PLACED ON THE PUMP ST/110N CONTROL PANEL CONTAINING THE 24
HOUR PHONE NUMBERS AND CONTACT NAMES.
a.) 910-754-0381 TOWN OF SHALLOTTE
b.) 910-233-5693 ROBERT DOYLE
c.) 910-200-0460 DON IRVIN
d.) 910-47"952 DWAYNE SIMMONS
SIMPLEX GRINDER PUMP STATION
N _ - _ SCALE
2"
PLAN VIEW
GRADE
BACKFILL
- 1E=11r
X +-
SECTION VIEW
TYPICAL TEE BLOCKING
SOIL
PLAN VIEW
GRADE
SECTION VIEW
TYPICAL BEND BLOCKING
THRUST BLOCKING TABLE
TYPE FITTING PIPE SIZE BLOCKING DIMENSIONS (FT.) MIN. BLOCKING
VOL.
B
H
X
I C.F.
C.Y.
22 1/2'
4" or less
1.0
0.6
0.5
1
6"
1.5
1.0
0.8
1
8"
2.0
1.1
1.0
1
12"
3.0
1.7
1.5
4
16"
4.0
2.2
2.0
8
112
45°
4" or less
1.5
0.8
0.8
1
6"
2.0
1.3
1.0
2
8"
3.0
1.5
1.5
3
12"
4.0
2.5
2.0
9
1/2
16'
5.0
3.5
2.5
20
3/4
90' & TEE
4" or less
2.0
1.0
1.0
1
6"
3.0
1.5
1.5
3
8"
4.0
2.0
2.0
7
1/4
12"
5.0
3.6
2.5
20
3/4
16"
6.0
5.4
3.0
43
12/3
Y = 3" FOR PIPE LESS THAN 12" AND 6" FOR PIPE 12" AND LARGER.
CONCRETE BLOCKING
NOT TO SCALE
SOIL
TABLE: PUMP STATION DATA
LOT
TOP ELEV.
PUMP "OFF" ELEV.
MODEL #
PUMP CAPACITY
1
16.50
11.75
ZOELLER 7011
45 GPM CO) 20' TDH
2
16.50
11.75
ZOELLER 7011
45 GPM @ 20' TDH
3
16.50
11.75
ZOELLER 7011
45 GPM @ 20' TDH
4
17.50
12.75
ZOELLER 7011
45 GPM @ 20' TDH
5
18.50
13.75
ZOELLER 7011
45 GPM @ 20' TDH
6
18.50
13.75
ZOELLER 7011
45 GPM @ 20' TDH
7
17.50
12.75
ZOELLER 7011
45 GPM @ 20' TDH
8
18.50
13.75
ZOELLER 7011
45 GPM @ 20' TDH
9
18.50
13.75
ZOELLER 7011
45 GPM @ 20' TDH
10
20.50
15.75
ZOELLER 7011
45 GPM @ 20' TDH
11
20.50
15.75
ZOELLER 7011
45 GPM @ 20' TDH
12
20.50
15.75
ZOELLER 7011
45 GPM @ 20' TDH
13
15.50
10.75
ZOELLER 7011
45 GPM @ 20' TDH
14
17.50
12.75
ZOELLER 7011
45 GPM @ 20' TDH
15
19.50
14.75
ZOELLER 7011
45 GPM @ 20' TDH
16
19.50
14.75
ZOELLER 7011
45 GPM @ 20' TDH
17 13.30
8.55
ZOELLER 7011
45 GPM @ 20' TDH
18 13.30
8.55
ZOELLER 7011
45 GPM @ 20' TDH
19
13.30
8.55
ZOELLER 7011
45 GPM @ 20' TDH
20
13.30
8.55
ZOELLER 7011
45 GPM @ 20' TDH
21
16.50
11.75
ZOELLER 7011
45 GPM CO) 20' TDH
22
18.50
13.75
ZOELLER 7011
45 GPM @ 20' TDH
23
21.50
16.75
ZOELLER 7011
45 GPM @ 20' TDH
24
20.50
15.75
ZOELLER 7011
45 GPM @ 20' TDH
25
20.50
15.75
ZOELLER 7011
45 GPM @ 20' TDH
26
16.50
11.75
ZOELLER 7011
45 GPM @ 20' TDH
27
14.50
9.75
ZOELLER 7011
45 GPM @ 20' TDH
28
20.50
15.75
ZOELLER 7011
45 GPM @ 20' TDH
29
20.50
15.75
ZOELLER 7011
45 GPM 20' TDH
30
13.30
8.55
ZOELLER 7011
f@
45 GPM @ 20' TDH
31
13.30
8.55
ZOELLER 7011
45 GPM @ 20' TDH
32
13.30
8.55
ZOELLER 7011
45 GPM @ 20' TDH
33
13.30
8.55
ZOELLER 7011
45 GPM @ 20' TDH
34
13.30
8.55
ZOELLER 7011
45 GPM @ 20' TDH
35
13.30
8.55
ZOELLER 7011
45 GPM @ 20' TDH
36
13.30
8.55
ZOELLER 7011
45 GPM @ 20' TDH
37
13.30
8.55
ZOELLER 7011
45 GPM @ 20' TDH
38
13.50
8.75
ZOELLER 7011
45 GPM @ 20' TDH
39
17.50
12.75
ZOELLER 7011
45 GPM @ 20' TDH
40
14.50
9.75
ZOELLER 7011
45 GPM (q) 20' TDH
41
14.50
9.75
ZOELLER 7011
45 GPM (0 20' TDH
42
13.50
8.75
ZOELLER 7011
45 GPM 120' TDH
U
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Date: 5-19-14
Scale: AS SHOWN
Drawn By: HMC
Checked By: ACL
FINAL DESIGN -
NOT FOR
CONSTRUCTION
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
``���»t�tteulrta'ri
Ott C AID 0�'%,
�...
C8.3
© 2014 This drawing shall not be reproduced in whole or in part without written permission of tam toast tngmeenng u, burveying , r.L;.
ECES PROJECT N0. 1327

•
2.00'
1,00, - I
z
i
iD 1
1
NOTES:
1. PLACE CONTRACTION JOINTS AT 10' INTERVALS, EXCEPT THAT A 15' SPACING MAY BE USED WHEN A
MACHINE IS USED OR WHEN SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT
THE USE OF TEMPLATES AT 10' INTERVALS.
2. JOINT SPACING MAY BE ALTERED BY THE ENGINEER,
3. CONTRACTION JOINTS MAY BE INSTALLED WITH THE USE OF TEMPLATES OR FORMED BY OTHER
APPROVED METHODS, CONSTRUCT NON -TEMPLATE FORMED JOINTS A MIN. OF 1 112" DEEP,
4. FILL ALL CONSTRUCTION JOINTS WITH JOINT FILLER AND SEALER.
5. SPACE EXPANSION JOINTS AT 90' INTERVALS AND ADJACENT TO ALL RIGID OBJECTS.
CONCRETE VALLEY GUTTER
NOT TO SCALE
PROPOSED PROPOSED
RAN R/W
LIMITS OF DISTURBANCE I I _ I LIMITS OF DISTURBANCE
SEE APPROVED CORPS PERMIT I PROPOSED 50,0' PRIVATE RIGHT OF WAY SEE APPROVED CORPS PERMIT
� � I
1 8.0' 10.0' 1 10.0' I 4.9 I 6,0' ] I
5.0' SIDEWALK
7.0 SHOULDER LANE LANE SHOULDER
2' VALLEY
2'VALLEY GUTTER
GUTTER 8.330/6 8.33% 2.00%
MAX 2.08% 2.08% MAX MAX WEEP HOLES
WEEP HOLES -y DESIGN BY OTHERS
DESIGN BY OTHERS
z
z EXISTING
EXISTING ' co GRADE
GRADE -L O
PROPOSED PROPOSED
SEWER MAIN WATER MAIN
RETAINING WALL
RETAINING WALL BY OTHERS
BY OTHERS
* ALL UTILITIES CROSSING UNDER DITCHES SHALL MAINTAIN 18" MIN. FROM DITCH BOTTOM.
TYPICAL ROADWAY CROSS SECTION A -A
NOT TO SCALE
1/8"R TOOLED BLDG.-STRUCTURE
JOINT
PLAN VIEW 1/4"xi"DEEP w/AN
1/8"R TOOLED
JOINT
° v
1/2" EXPANSION
JOINT MATERIAL
EXPANSION JOINT (E.J.) CONTRACTION JOINT (C.J.)
NOTES:
1. SIDEWALK SHALL BE 4" CLASS A3 CONCRETE WITH 4" COMPACTED BASE UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT WITH NO CURB.
5. 112" EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK JUNCTIONS, AT STRUCTURES, AND AS
NOTED ON SITE PLAN.
6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT PARALLING CURB OR STRUCTURE.
7. REINFORCE w/6x6--10/10 W.W.M.
TYPICAL CONCRETE SIDEWALK
NOT TO SCALE
2" ASPHALT CONCRETE SURFACE COURSE
(1 LAYER)
SF9.5A OR S9.513
PRIME COAT
o 0 o c o o
" AGGREGATE BASE COURSE (ABC)
(COMPACTED TO 100% MODIFIED PROCTOR)
SUBGRADE
(COMPACTED TO 100%STANDARD PROCTOR)
• UNDERCUT ANY UNSUITABLE MATERIAL UP TO 24" AND REPLACE WITH SELECT
MATERIAL AS REQUIRED.
* NO BASE COURSE SHALL BE PLACED ON MUCK, PINE CLAY, ORGANIC MATTER OR
OTHER UNSUITABLE MATERIAL.
* THE PAVEMENT DESIGN SHOWN REPRESENTS THE MINIMUM THICKNESS OF SURFACE
AND BASE COURSE TO BE USED. SUBGRADE SOILS TESTS MAY DETERMINE HEAVIER
PAVEMENT DESIGNS ARE REQUIRED.
* ALL MATERIALS SHALL MEET THE REQUIREMENTS SET FORTH IN THE LATEST EDITION
OF THE N.C. STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES,
ASPHALT PAVEMENT SECTION
NOT TO SCALE
PROPOSED PROPOSED
R/W R/W
PROPOSED I I I PROPOSED
10.0' PRIVATE PROPOSED 50.0' PRIVATE RIGHT OF WAY 10.0' PRIVATE
DRAINAGE EASEMENT I
I 1 I I
2.0' y rt- � � -•-- 2'0' DRAINAGE EASEMENT
5.0' SIDEWALK I 8.0' 1 10.0' 10.0' 8.0' ( 5.0' SIDEWALK
WHEREAPPLICABLE ' SHOULDER LANE LANE SHOULDER - WHERE
APPLICABLE
/°
8.33% 8.33% 2,00%
A MAX MAX 2.C8` 2.08% MAX MAX
M 6 6 Mqk MN$-
I
i PROPOSED PROPOSED I
SEWER MAIN WATER MAIN
WATER METERS AND S.S.C.O. SHALL BE LOCATED AT THE RIGHT OF WAY LINE.
ALL UTILITIES CROSSING UNDER DITCHES SHALL MAINTAIN 18" MIN. FROM DITCH BOTTOM,
TYFtICAL ROADWAY CROSS SECTION
NOT TO SCALE
Revisions
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Date: 5-19-14
Scale: AS SHOWN
Drawn By: HMC
Checked By: ACL
FINAL DESIGN -
NOT FOR
CONSTRUCTION
THIS PLAN IS NOT ISSUED FOR
CONSTRUCTION WITHOUT AFFIXED
CORPORATE SEAL.
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