SW8031214_APPROVED PLANS_20040330

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW�[I�lo�1�
DOC TYPE
❑CURRENT PERMIT
�1 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�rii/14/% 3 ��
YYYYMMDD

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-
PLANS and PROFILES of
IF
GENERAL NOTES:
1. This map is not for conveyance, recordation, or sales,
2. This property is not located within a special flood
hazard area according to Flood insurance Rate Map Community
Panel ,f370171-0005C. effective date November 4, 1987,
3. Site area: 6.274 acres.
4. Building layout and dimensions by others.
5. This property is zoned City of Wilmington R-10,
6. Handicap Ramps provided at all intersections and one per building.
Z 15 suitable trees per ocre are to be preserved or planted
in accordance with City of Wilmington standards.
8, Parking areas and streets to be lighted in accordance with
City of Wilmington standards.
9. Refuse collection by screened dumpster and private hauler.
10. 116 total parking spaces provided.
11. Sewer service to be City standard. Water service to comply with
City of Wilmington standards and specifications. Estimated usage
is 240 GPD X 48 DU + 360 GPD X 11 = 15,480 GPD.
12. Proposed entrance on Lullwater to be constructed to City standards.
Contractor to call City Traffic Engineering prior to construction (341-7888).
13. Project shall comply with City of Wilmington Cross Connection
Control requirements. Water meter(s) cannot be released until
oil requirements are met. Call 343-3910 for information.
14. If the contractor desires City water for construction he shall apply
in advance for this service and must provide a reduced pressure zone
(RPZ) backflow prevention device on the developer's side of the
water meter box.
15. Any irrigation system supplied by City water shall comply with City of
Wilmington Cross Connection Control regulations.
Call 343--3910 for information.
MORE [GENERAL NOTES:
7. ALL CONSTRUCTION TO CONFORM TO CITY OF WILMINGTON STANDARDS
APPLICABLE STATE & LOCAL CODES.
2 CONTRACTOR TO COORDINATE ANY REQUIRED TRAFFIC CONTROL WITH
THE CITY OF WILMINGTON,
3. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POS177VE
DRAINAGE AWAY FROM BUILDINGS AND TO RECEIVING STRUCTURES.
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
RE --ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING
UTILITIES WiTH APPLICABLE AUTHORITIES.
5. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING
CURB, ASPHALT, INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES,
STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED.
6. MINIMUM SEPARATION SHALL BE MAINTAINED AS FOLLOWS.
a. HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWER AND
WA TER MAINS.
b. WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY
SEWER AND WATER OR WHERE SEWER LINE CROSSES ABOVE WATER
MAIN, BOTH PIPES SHALL BE DUCTILE IRON PIPE FOR A MINIMUM
OF 10' EITHER SIDE OF CROSSING.
c. WHERE VERTICAL CLEARANCE IS LESS THAN 12" BETWEEN SANITARY
SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON
PIPE FOR A MINIMUM OF 10' EITHER SiDE OF CROSSING.
d. WHERE VERTICAL CLEARANCE IS LESS THAN 12" BETWEEN WATER
MAIN AND STORM DRAIN, WATER MAIN SHALL BE DUCTILE IRON
PIPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING.
7. SEE DETAIL SHEETS FOR TYPICAL UTILITIES HOOKUPS.
STORM SERER SYSTEM 'VINEYARD POINTE#
PIPE and INLET SUMMARY[
I NL, T. C. I NV. L D S I NL. T. C. INV.
No. ELEV, ELEV, ft. in. % No. ELEV. ELEV,
TO ❑UTFALL No. 1:
1 POND 42.0 33 24 0. 61 % IA 45.5 42.2
IA 45.5 42.7 66 18 0. 30% 1 B 45.5 42.9
1 B 45.5 42.9 102 18 0. 20% IC 46.2 43.1
1 C 46. 2 43, 1 143 18 0. 21 % 1 D 47,6 43.4
1D 47.6 43.4 24 le 0. 83% lE 47,6 43.6
TO ❑UTFALL No. 2:
2 POND 42.0 43 18 0, 47% 2A 45.2 42,2
2A 45.2 42.2 90 18 0. 22% 2B 45.5 42.4
2B 45,5 42.4 75 18 0. 27% 2C 45,6 42.6
i
LOCATED IN THE CITY OF WILMINGTON
NEW HANOVER COUNTY
DA TE: NO VEMBER 2003
+ + +
II
,°r„ +
I MP s m laf Jell I i °rsrJ Pc res
00000
N/r u,, wlflu 9
1 MULTI1-FAMILY I w. 'a• Now .e.
ti ,ar A
° I 1 ZOIilE01 Mfg + ww.. � MULTI -FAMILY
11 sit rtE4rAMILY 4 N/r srew+c} F4
IzMakk WIG
4 N/v No")I. t P" I
139 K•
I x �17,Ya• r
LULLWATER
DRIVE
STORM SEWER
WEST,
CULVERT No,l:
STR
STA
TOP
INV
L
DIA
S
STR
TOP
INV
C
1 + 1 OW
NA
46.8
98
18
0. 20%
B
49.5
47,0
B
2+10W
47.0
49.5
143
18
0. 14%
A
NA
46.8
LULLWATER
DRIVE
STORM SEWER
EAST,
CULVERT No.21
STR
STA
TOP
INV
L
DIA
S
STR
TOP
INV
G
0+60E
NA
46.6
68
18
0. 15%
F
49.2
46.7
F
1 +30E
49.2
46.7
71
18
0. 14%
E
49.2
46.8
E
2+05E
49.2
46.8
113
18
0,1 %
D
NA
46.9
CULVERT No.3:
STR
STA
TOP
INV
L
DIA
S
STR
TOP
INV
H
------
NA
41.2
60
48
0.33%
J
NA
41.0
/lff\ HANDICAP RAMP STMH-14 0 14
PROP.STORM MANHOLE
HANDICAP PARKING SPACE
DROP INLET
SSMH-1
PROP. SANI TARY MANHOLE
PROPOSED SANITARY
SEWER & MANHOLE
❑
IRON iN EXIST. CONC. MON.
EXISTING SANITARY
E.I.P.
EXIST. IRON PIPE
SEWER & MANHOLE
WATER METER
wL PROPOSED WATERLINE
SERVICE CONNECTION
& HYDRANT ASSMBLY
E.C.M.
EXIST. CONCRETE MON.
-- - - - EXiS77NG WATERLINE
H
GA TE VAL VE
PROPOSED STORM
�'■i�"'1� SEWER & CATCH
REDUCER
BASIN
Sga
DRAINAGE FLOW
E.I.P. = EXISTING IRON PiPE
+49.0
INDICATES SPOT ELEVATION
E.I.R. = EXISTING IRON REBAR
E.C.M. = EXISTING CONCRETE MONUMENT
FIN =
FIRE HYDRANT
I.S. = IRON SET
P/P =
POWER POLE
W/V = WATER VAL VE
C, p. =
COMPUTED POINT
W/M = WA TER ME TER
10:10:59 11/26/2
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SANITARY SEWER SYSTEM i
PIPE and MANHOLE SUMMARY,-_===W________
MH TOP INVERT LENGTH DIA SLOPE MH TOP INVERT
PRIVATE SEWER & PUMP STATION:
PSTA 47,2 37,75 10 8 2. 50% 1 46.5 38.0
1 46.5 38. 1 45 8 0.44% 2 45. 8 38.3
2 45.8 38.4 247 8 0.407 3 45.7 39.4
3 45.7 39.5 102 8 0.40Y 4 15.8 39.9
4 45.8 40. 0 156 8 0. 40% 5 6.8 40.7
2 45.8 38.4 61 8 2, 62% 6 �I6. 0 40,0
2 45.8 38.4 188 8 0.85% 7 46. 7 40.0
PUBLIC SEWER
EX. 48. 88 45. 0 61 8 0, 50% A 46. X 45, 3
A 46. X 45.4 287 8 0. 40% B �9.2 46.6
WATER SYSTEM
8' WATER MAIN 865 LF ALL. OTHER BLDGS
6' WATER MAIN 230 LF TO BLDGS 2 & 3
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WILMINGTON TOWNSHIP
NORTH CAROI L►NA
SCALE: 10 = 100"
MARKET ST.
US RTE 17 & 74
i
FRANKLIN AVE.
EMERSON ST.
25DD'f
SITE
GREENWAY A_. V_L'_ �
cry
LOCATION MAP.
NOT TO SCALE
\, ADDRESS: 4818 Franklin Avenue
PARCEL ID: R04919-008-027-000
OWNER 1 DEVELOPER:
THE NRP GROUP, LI-C
4030 WAKE FOREST ROAD
SUITE 300
RALEIGH, NC 27609-
919-719-2706
PROJECT ARCHITECT:
CLINE DESIGN ASSOCIATES
125 No HARRINGTON STREET
RALEIGH, NC 27603
919-833-6413
IF
INDEX TO DRAWINGS
SHEET No.
DESCRIPTION
DRAWING No.
1 OF 8
COVER SHEET and GENERAL NOTES
9844-1
2 OF 8
SITE PLANS & PROFILES
9844-2
3 OF 8
PARKER COURT PLANS & PROFILES
9844-3
4 OF 8
LULL WA TER PLANS & PROFILES
9844-4
5 OF 8
EROSION CONTROL, GRADING, & WATER QUALITY PLAN
9844-5
6 OF 8
EROSION CONTROL SPECIFICATIONS and DETAILS
9844-6
7 OF 8
DETAILS
9844-8
8 OF 8
PUMP STATION PLANS
9844-9
BENCHMARK LOCATIONS AND ELEVATIONS
LOCA TION:
ELEVA TION
I
ASS. TBM NAIL IN PP NE CORNER PROP.
WEST R/W LINE LULLWATER DRIVE
50.00
"Vineyard Pointe"
SITE DATA,
PREVIOUS Z❑NIN3 - City of Wilmington R-10
CURRENT ZONING - City of Wilmington MF--L(SD)
TRACT SIZE = 6.274 acres
PROPOSED DWELLING UNITS = 58
PARKLAND REQUIRED, 0.2 acres PROVIDED+ 0.5 + acres
BUILDING DATAI
PROPOSED RENTAL UNITS = 16 - 1 BDRM
32 - 2 BDRM
10 - 3 BDRM
MINIMUM PARKING REQUIRED - 111 spaces
MAXIMUM PARKING REQUIRED -- 145 spaces
PARKING PROVIDED - 116 spaces
PARKING FOR UNITS - MINIMUM Ill spaces
PARKING FOR COMMUNITY CENTER - 5 spaces
HANDICAP PARKING PROVIDED - 6 spaces
AT LEAST ONE HC SPACE TO BE VAN ACCESSABLE.
AREA OF DISTUR:3ANCE - 5,0 acres ±
IMPERVIOUS AREAS -
Buildings - 41,501 sf
Parking - 40,567 sf
Other - 39,900 sf
INTERI❑R LANDSCAPING REQUIRED - 3,245 sf
INTERI❑R LANDSCAPING PROVIDED - 5,595 sf
ALL LANDSCAPING TO COMPLY WITH CITY REQUIREMENTS
HEIGHT OF STRUCTURES - TOWNHOUSES 25'
APARTMENT BLDGS. 32'
STANDARD NOTES:
t Information concerning underground utilities was obtained from
available records. It sholl be the responsibility of the
Contractor to determine the exact elevations and locations
of oll existing utilities of all crossings prior to
commencing trench excavation. If actual clearances are less
than indicated on Plan, the Contractor shall contact the
Design Engineer before proceeding with construction.
Any condition discovered or existing that would necessitate
o modification of these pions sholl be brought to the attention
of the Design Engineer before proceeding with construction.
2. NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING
UTILITIES HAS BEEN DETERMINED. CALL "NC ONE -CALL" AT LEAST
48 HOURS BEFORE COMMENCING CONSTRUCTION,
3. All trees which are not required to be cleored for
constuction shall be preserved wherever possible unless
otherwise directed.
4. Contractor shall adjust oll manholes, valve and curb boxes. to
the final grade upon completion of all construction. Any boxes
damaged or otherwise disturbed by the Contractor shall be
repaired at the expense of the Contractor.
5. The Contractor is responsible for controlling dust and erosion
during construction at his expense. Porking areas shall be
watered to control dust when ordered by the Engineer.
6. No geotechnical testing has been performed on site. No
warranty is made for suitability of subgrode, and undercut and
ony required replacement with suitable material shall be the
responsibility of the contractor.
Z Extreme core shall be token to ensure minimum seporotions at
all utility crossings.
8 Contractor to ensure that pavement is ploced so as to drain
positively to the parking lot inlets and catch basins. All roof
drain downspouts to be directed to the storm sewer system.
9. Contractor is responsible for obtolning ail required permits.
10. This plan is for site grading, utilities, siting, and drainage only.
See building plans for details on utilities hookups to buildings.
11. Contractor and Builder are responsible for coordinating Finished
Floor Elevation of all buildings with the Owner and the Architect.
12. Affected Nan -Municipal Utilities shall be contacted and provided
with plans and other pertinent informotion, when feasible, to
coordinate appropriate scheduling and plocement. At the minimum
this should include BellSouth and CP&L.
I
CITY STANDARD NOTES:
1. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCT70N ACTIVITY, TREE PROTECTION
FENCING 1MLL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES
AND NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED
WITHIN THE TREE PROTECTION FENCING
2. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS ARE TO
BE THERMOPLASTIC AND MEET CiTY AND/OR NCDOT STANDARDS.
J. ONCE STREETS ARE OPEN TO TRAFFIC, CONTACT TRAFFIC ENGINEERING (RICHiE BROWN)
TO REQUEST INSTALLATION OF TRAFFIC AND STREET NAME SIGNS. PROPOSED STREET
NAMES MUST BE APPROVED PRIOR TO INSTALLATION OF STREET NAME SIGNS.
4. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREAS
OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCO (MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES) STANDARDS.
5. CONTACT TOM PLA TT WITH TRAFFIC ENGINEERING AT 341- 7888 TO ENSURE THAT ALL
TRAFFIC SIGNAL FACILITIES AND EQUIPMENT ARE SHOWN ON THE PLAN. CALL TRAFFIC
ENGINEERING AT 341-7888 FORTY --EIGHT HOURS PRIOR TO ANY EXCAVATION IN THE
RIGHT-OF-WAY.
6, ANY BROKEN OR MISSING SIDEWALK PANELS WILL BE REPLACED.
Z CONTACT KAREN DIXON AT 341--7888 TO DISCUSS STREET LIGHTING OPTIONS.
8. PROJECT SHALL COMPLY WITH CITY OF KXMINGTON CROSS CONNECTION CONTROL
REQUIREMENTS. WATER METERS CANNOT BE RELEASED UN77L ALL REQUIREMENTS
ARE MET ANO THE STATE HAS LIVEN THEIR FINAL APPROVAL. CALL 343-3910 FOR
INFORMA TION,
9. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY IN
ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)
BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
10. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH THE CITY'S
CROSS CONNECTION CONTROL REGULATIONS, CALL 343-3910 FOR INFORMATION.
11. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CITY WILL NEED TO BE ON
t� THE LiST OF APPROVED DEVICES BY USCFCCCHR OR ASSE. ,
r:I .i CAOLIA
OTHER NOTES:
lVi3li,N OF WATL8 QUALITY
�5b' ? V,
1.
SURVEYED IN JANUARY OF 2002
2.
ALL DISTANCES ARE HORIZONTAL
3.
ELEVATIONS BASED ON AN ASSUMED BENCHMARK
4.
RECEIVED5
FOR REFERENCE& M.B. 36 PG. 291
.
BASED ON M.B. 36 PG.29111
6.
THIS MAP 1S NOT FOR RECORDATION.
DEC 0 4 2003
7.
THiS PROPERTY IS NOT LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA
ACCORDING TO FLOOD INSURANCE RATE MAP No.370171 0005 C DATED NOV. 4, 1987
8.
WATER TO BE CITY OF WIMINGTON PUBLIC. SEWER TO BE PUBLIC IN PUBLIC R/W ONLY.
DWQ
2/l.) 6 U'{ Z(1J-
9.
10.
SiTE WILL MEET ALL CITY OF WILMINGTON MF-L(SD) ZONING REQUIREMENTS.
AREAS COMPUTED BY COORDINATE
PR©J #
METHOD.
71.
REGULATED TREES IDENTIFIED ON SEPARATE SUBMITTAL.
12.
STRIPING AND LANES TO CITY STANDARDS (THERMOPLASTIC).
13.
NO VEHICULAR ACCESS TO SITE EXCEPT AS SHOWN.
14.
ALL UTILITIES UNDERGROUND.
REV, NO. REVISIONS DATE
cap,w ht Q, Nmwwr oftn Sen ces, p.A, " oth}., ramrod Reproduction or use of the contents of this daaunlent, or aolatoo or defelions to this
document, In Wide or part, without wiffen eohemi of the Land Swwyw or Engines, is prohibited. Only eaphs ham the ariptW at this document,
mortred with the or"d signature and &Vhof sed of the Swwyw or Engineer, sham be aoA*W&W to be wild and true caphs
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COVER SHEET and GENERAL NOTES
Vineyard Poi ntta
LOCATED IN THE CITY OF WILMINGTON WILMINGTON TOWNSHIP
NEW HANOVER COUNTY NORTH CAROLINA
' 11"41k11111111•s'
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dhollis ® hdsilm.com
OWNER: The NRP Group LLC
4030 Wake Forest Road, Suite 300
Raleigh, NC 27609
919-719-2706
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS it LAND PLANNERS
319 WALNUT STREET
"L
MAIAINGTON, N.C. 28401
PHONE; (910) 343-BW2 ,
Dote:
11-07--03
Scale:
1"= 100,
Drawn:
DSH
Checked;
GA W
PrO1eCt No:
9844--1 &
rSheet No:
I
of 8

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TYPICAL MINIMUM DIMENSIONS 10.
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1 1 • INV .1 �• ��. .,MOM
STORM SEWER SYSTEM 'VINEYARD POINTE' MI
PIPE and INLET SUMMARY,
EMERGENCY VEHICLE �•••c•• • ��� i��
-
STIR STA i
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8 WATER STUB C//77���rr���. y No. ELEV. ELEV. Ft, in. % No. ELEV. ELEV. ent ofignment
Adjoc
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SANITARY SEWER SYSTEM Vineyard Pointe - Interior Landscaping
PIPE and MANHOLE SUMMARY, fix OR Fin
vim 40,567 sf TOTAL PARKING AREA
MH TOP INVERT LENGTH DIA SLOPE MH TOP INVERT 3245sf Interior landscaping required
# EL EL LIF # EL EL 5595sf Interior landscaping provided
PRIVATE SEWER & PUMP STATIDN
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Project No:
�. 9844-2dh
as - _ _ 8"WA R MAIN.. L .. _ -- heel o.
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_ DIP __.
0 0 0 8 SEWER o 0 0 o REV. N0. REVISIONS DATE �'a,4�itt Np; a`'a LAND SURVEYORS, EN61NEERS 4 LAND PLANNERS 1 2
0 too �% o + + + ,{- + + + 319 WALNUT STREET
0 + + + N N M M d• o O Coplripht p. Neoow Del Se iooe, P.A., Ap rights .•weed. Rproductbo a Yer or We Yontet• or thh aooemeot m o0pll o•Vebna b tnb W DAINOTON, N.C. 28401
docvmet, b •hob or o j, elMoul eRtm mn.ent or !M Lmd SR\vpr m Enelner, b pl hblt•f. Ole, .opb. Rom tM mgka or Nla documet. I , (� Z � �� PHONE: [phone]
marked with the oli Md .ynotl and epbd ew of to & lw w En1Ylw, el tee oo+el to be wW and w• a fee. dhol Is ®hdsll an
or:
EMMONSI��
b •��9i\ 2 t mil• • • SE AL
11 /
1 1
: 15:48:09 1
.n ....•. .. -1 \ ,,,1 I \-... 9:, r., d, �f �:+,'• Y.k ul :il,Euii }.;ii\. 1�1,'e:

,I:.•',"q :.dT `h l':Ll
ZONED: II R-1 O LOT 50 i I LOT 51
�i
LOT 49
VACANT
N/F HARRY P. MERRITT
SINGLE-FAMILY ' I
I VACANT ,�• Q
N F HARRY P. MERRITT RELOCATE EXIST.
I / I I N/F HARRY
P M73RITT MAILBOXES
MAP OF COLLEGE PARK i O.B. 9 G y
BY HOWARD LOUGHLIN I O
DATED MAY, 1959 a
I RELOCATi EXIST,
RELOCATE EXIST. MAILBOXES ^ �(
MAILBOXES B Call
REPAIR EXIST, I ` a� STA 2+❑10,27'LT 6'SHOULDER
DRIVEWAY C a ^
STA 1+10,26'LT MINIMUM 150' STORAGE
C1
O� O� INV. 46.84 INV. 46.98
6 t,
DOUBLE YELLOW _�--
WHI
DOUBLE -LOW
_ w___ N -_
fl - W11 TE -- 10
N3 -�
�
I
�
� b
p
C I�
12
TOP C
I O
I a
AR I4
EP
. f
III
o o ^�
U ^ 0) ���
� 2
y o�
Cb
40
Oc,' -0 a�
^�
A 3+55,27'LT p �pC�? O
o
CULVERT No. 2
6 IN 46.73 E
INV 47 VV -\ �■I� I I I �+ I -
8
9 t,
Lt S A g 50, JHEADWALL +
N E o MARKED CROSS
g y 1 HEADWALL INV. 46.95 + INV. 46.88 o WALK, 8"WHITE O
- 125 100 INV. 46.94 HEADWALL o STA 2+05,22'RT \ 6 APART CENTER QD
TAPER AS PER CITY TRAFFIC SIDS. F
REPAIR EXIST, o INV. 46.86 CONNECT TO ON RAMPS `a' O HEADWALL
RIM = 49.00 \ STA 1+30,21'R4 DRIVEWAY HEADWALL " STA 3+20,20'RT
EXISTING 8 INV. 46.42
INV. 45.9E F91 IER �R� VE REPAIR EXIST. WATER MAIN SANITARY SEWER MANHOLE p
TARP SEWER MANHOLE o A o so 2o'RT + DRIVEWAY 8"TV&S RIM - 4888 ADJUST RIM +
N
M IS
\O
SANI o + + sT + o LULL V lA T N/F SHEPARD INV 44.99 IF NECESSARY 00 INV. HEADWALL
`
-I- tv 0o REPAIR EXIST.
00 Ln DRIVEWAY (60 PUBLIC RMGHT OF WAY) N/F SULLIVAN N/F DURANT
CARRIER PPE
NRUDIT EFUK �.
LINE �� UK
6• 91PPED MH.BT 9188E ppE RNN M.N.
y_y 10 BE CENILia.O. D.L RPE
SECTION
INTERFERENCE STRUCTURE
N"
SD3-0•A
PIPE ZONE
FINAL BWAACKFI
%%//
�����
\��0.1
CLASS I OR
:r,.. - .
AL
ZONE
FINAL BACKFILL
j
• INDICATEDZRHE PLANS
AS
?ACKFILL
O.D.
?:
6- MIN
STABLE
FOUNDATION
PVC PIP MATERIAL
PIPE BEDDING DETAILS
mooRmumm
iAdditional lane section in Lullwater
i 6'SHOULDER
EXISTING GROUND
COMPACTED BACKFlLL TO
12"
957: NODIFlED PROCTOR
f UNDER PAVEMENT
m
i
COMPACTED BACKFlLL TO
904 MODIFIED PROCTOR
LOPE WALLS TO ANGLE OF
REPOSE OF SOIL OR AS
APPROVED BY THE ENGINEER
6"
COMPACTED PIPE EMBEDMENT
4
TO 90R MODIFIED PROCTOR
GRANULAR MATERIAL
/COMPACTED
IF REWIRED BY THE
g"
ENGINEER
CL-III RCP
�' TY eT��
PIPE WIDTH +24' Mieow slow t�
TRENCH BOTTOM
STANDARD PIPE
TRENCH DETAIL
M»
2" ASPHALT
TYPE "1"
EXISTING PAVEMENT N.C.D.O.T. SPEC. EXISTING PAVEMENT
6" COMPACTED MARL BASE
(D.O.T. REQUIRES 8")
DITCH LINE DITCH LINE LULLWATER
(FP ) DRIVE
NOTES:
• BACKFlLL TO BE INSTALLED IN 6" LIFTS ((MAXIMUM AND
COMPACTED TO A MINIMUM DENSITY OF AS D TERMINED
BY THE MODIFIED A.A.S.H.T.O. STANDARD METHOD T-99
• CUT - BACK TO BE PREPARED AFTER TRENCH BACKFILLING
AND COMPACTION
PAVEMENT REPAIRS
WHERE PIPE INSTALLED
NTS SDI-05
�/FT i I I 1„/ FT,
4
�1 „
4 /FT.
STANDARD TYPE: A
CURB & GUTTER
6' SHOULDER
1 / FT
NCDOT SECTION -
Additional lone section in Lullwater Drive
to be as follows:
PAVEMENT SCHEDULE DESCRIPTION
TYPICAL:
6"ABC
3.1 2"Asphalt : 2" 1-2 in two 1"layers
Resurface the entire section with a minimum of
1/2"sand asphalt over the existing and widened roadway.
NOTE WELL :
Construction in Lullwater Drive to be
coordinated with City staff. Contractor to
coordinate traffic control and scheduling
with City Traffic Dept. (341-7888).
All mailbox re -location, driveway repair
and yard landscaping replacement to be
coordinated with the respective property
owners. Driveways and front yards to be
repaired within R/W to "as new" condition.
Contractor to ensure that yard drainage
is directed to new inlets or swales.
NOTE WELL:
TURNING LANES AND DECELERATION
LANES TO BE APPROVED BY CITY TRAFFIC.
MENEM
Im
MEMEMMMEMMI
MIN
iN�WA�MM�
Weee""Oeee
WIM0000
MEENEEMENmmm
OEM
mmm
0
on
E
NAMMMI
o-
NONE
No
M
MEN
EME
mm
MENEM
EME
MEM
OEM
Emil.
mom
EMEMEN
ENIMENE
E
M11MMEM11
MEN
11MMMM11
M
EMMEMMEMONN
M
MEN
NONE
WHOM
EMMEME
NEU.101M
E=
MOVE=
MMMMMMMMMM
on===
E
N
N
M
M
0
MEMEME
NNE
E-11M
mommilmom
�MMWMMEEE
EMMENE
no
��E
mm
MEMEMENIMMON
MEN
al
No
EMEMME
WrARMS
WON
OEM
E
MEN
0
0
0
MENNEN
No
N
M
00
MEN
0
MOM
0
M
E
OMEN
E11ME
No
EM
MEMM1-
EMENIN
moo
0
EMIMM
SANITARY SEWER MANHOLE
RIM = 48.76
INV. 44.24
LULLWATER DRIVE STORM SEWER WEST, CULVERT No.11
STIR
STA
TOP
INV
L
DIA
S
STR
TOP
INV
C
I+IOW
NA
4& 8
98
18
0, 20%
B
49.5
47.0
B
2+I0W
47.0
49.5
143
18
0. 14%
A
NA
46.8
LULLWATER
DRIVE
STORM SEWER
EAST,
CULVERT
No.2:
STIR
STA
TOP
INV
L
DIA
S
STIR
TOP
INV
G
0+60E
NA
46.6
68
18
0. 15%
F
49.2
46,7
F
1+30E
49.2
46.7
71
18
0, 14%
E
49.2
46.8
E
2+05E
49.2
46.8
113
18
0.1 %
D
NA
46.9
CURVE IRADIUS JOELTAANGLE I TANGENT IARCLENGTH 1 CHORD BEARING CHORD LENGTH
Cl 1 701.12 08'0826 49.89 99.62 S 17-5400 E 99.53
LINE BEARING DISTANCE
L1 N 74.42 51 E 7.87
20 10 0 20 40 60
SCALE IN FEET: 1"= 20' HORIZONTAL
1"= 2' VERTICAL
REV. NO. REVISIONS DATE
Capp*10, Narrow Oohn W*ft P.A. AN deaf. rAser,ed Raprod,afdn ar. of Ns p #Wft of Me Caaw k ar addffN ar ~16-. to Nds
aacurr t d .Ads Or part, dMou1 OOtten pansant of tM La a yw a E qP ., b PWrefled &-), aapb. ia" tars WkIkI a Of IAb ex -t,
m -lth tM .19" 1"1" and arli sod a fM bar epr Or Earehsu, ~ " aarmda.M to be road and I. cqP
LULLWATER IMPROVEMENTS PLANS & PROFILES
Vineyard Pointe
LOCATED IN THE CITY OF WILMINGTON WILMINGTON TOWNSHIP
NEW HANOVER COUNTY NORTH CAROLINA
,,•�'�� CAROI
<`��EESSIOA
SEAL
20007
dhollis
+oe--3
OWNER: The NRP Group LLC
4030 Wake Forest Road, Suite 300
Raleigh, NC 27609
919-719-2706
Date:
11-07-03
Scale:
1 "- 20'
Dro.n:
DSH
Checked:
GA W
Project No:
9844-4
HANOVER DESIGN SERVICES, P.A. 5hee1 Na:
LAND SURVEYORS ENGAVEERS d• LAND PLANNERS 4
WILMINGTON.
WALNUT STREET
WI ONE: T(91 N.C. 28401
PHONE: (9f0) 343-8002
01:
: 15:34:40 11/13
rl r
i i { 4 1 !I

s 14:16:20 02/14/2
�0 n.ac 79' 22."L_, --� 22,79' '--�
1fi'• f1_ __
' f 1.4e f2•
a7a' BLDG3.2 & T
I00!'l"
� � I
30.13
f
e ftJ38' �}B42' �''10.12�2y' Iti.37' p
4 $ 22.79' ed
Y a h
N BLDG.3 aw•
4,54
f.. U32af454114
0.46,
6 I `Z t a29' rasr
22,
1
22, 79'
00'
BLDGA
P,
�W
53750
p
4.54'
1"
T
6 46,
=z7'
L"i
N
e 36,
N
N
2
21.04,
9.12' 9A2
21,04•
PINEDALE { LOT 39 INV. 42" RCP
M.B. 5 PG 117 MULTIIFAMILY 38.78
SVGLEFAMILY ZONED: MF-M HEADWALL
-- MULTI -FAMILY N/F 1.T.
PG. 1
D, B. 33 PG. 185
ZONED: R-10 N/F sTI VEN G, 1iARVEY
E.1, P,
N/F�t ROBERT W. PAE ` LOT 38R INV, =40.58 � INV. = 42.13 N 85'53'07" E 175.18 SF
-_----f-
1{ LOT 37 ` " 15g.99'
o N g1'2440
e sok r .r
E.I.P. �0
8
0 OP
1P s
O I '� � + J A • � a'conlc.
Wv se
INV. 46.69
HEADWALL = 4As4' f9.29'
A
o' BLDG.'1
2199ssf
` HEADWALL N "
# INV. 46.42 140' f2.48
N/F DURANT Iz•29 ts62'
APPROX. L OCA TION
EXIST. 8"W4 TERMAIN BIdg.Dimensions
C/O NITS
W/M O P
P SSMN
RIM = 48.88 PROJECT ARCHITECT:
INV 44.99
N/F SULLIVAN CLINE DESIGN ASSOCIATES
125 N. HARRINGTON STREET
SF EXIST. RALEIGH, NC 27603
SMH 919-833-6413 6�
XISTING8
CONNECT
E4
z z W/MWA TER MAIN
8"TV&S
W/M- V__ m .
r z 0 ��
2 A
W/M � O)
N/! SHE•PARD
>o�J I YAM ClubhOV el Yard / 1p pOUB vVA 8 / R=
IP 44
P Area to I
w 'e + ? g3gi1 / t 1434E + t✓ Ab set Yard / / STOP BAR
O.5 ACRES IJ SF 11 5tr2ot 12 04 4' BEHIND 4%s �O
+a.°� ` 2 12 / CROSS WALKAt& 12 O �� ��
SITE., w..J .t R.sorc Yte 50' PUBLIC 'b r / 14N 2 ElmergenC
S 273278 ASQ 5 '° ,A�„ +� e6 ' I P " W 246.5 l ,: w,. /.7- Q NOTE1 I P ` �o u$g`� Y4 P y= Emergency
6.27 J d �`] / 4 "` W S iilwo 45.3
IANCE) / ROADWAY PIPES TO BE .0 7.T.
IST1)R / INSTALLED, DURING DRY HEATHER,'
'< �» P ITS OF D ACRES / IN A TIMELY MANNER AND ALL
Y e / ` . ,RfM49.2 L $jiQ►+ �.Or STABILIZED WITHCONTITING AREAS SODAIF RE TO BE MAILBOX �m � wTea
+n �� 46
AS / NECESSARY OR OTHER MEASURES AS
w ,coy„ O 1 R'20FG �_. erl- REQUIRED PRIOR TO ANY RAINFALL ��
m ,: n. ro I • a _ R.a2 C ' I -o o / r/ EVENT. P� CL ��'r m
Y ��� u ` Res,. !) r SILT FENCINGi TO BE 1 X v+ a
Q I i o u A D INSTALLED AT EDGE OF BACKFILL MALBO IP
l OVER PIPES WHERE ENDS CIF 0
42' ML 42' 9.00 9.00, Ia42' 9.00
BLDG.5 a $ BLDG.6
492Ost 32670
42' 4 42' 2,00, zoo' h4? 100'
s� n
d 36,42' S 35.42' 8 $ J6.s2' g 36.42'
Building Dimensions
NTS
INV 47. f8
4
W/V
U
INV, 47.O4 I'
MAILBOX
MAILBOX '8
MAILBOX
NAIL 1N P/P
NEW 5' 6W#9Q'&&BATON = 50.00
ZONED: MI•-M ALONG LULLWATER FRONTAGE P/
-__ 49 N 85'51'42" E 255.81'
M&L�
-SCAPE S F
t _ OP
O'
--- ��.- ,� w» Opp � � �• ,M
x SC" t Ynrd
f ,a w. Z5,5ire���
`
. es ' _ 5 CSC WALK
A9 ?2 �< �� municipa�,ysm
Lop 10'Nanlhis side
Yfi ra60'PC p/N �^I
/ 2G"A.
paler CO LE YELLD� 24'1 F C E
IP' 24' FF S,CONC.WALK
1�AILgO'
3g
5i3 S0 s• \ 1 =' w PIPES ENTER EXISTING DITCH (FROM-VAILSO , 18 gum
70 49 �p u' �, } p STONE OUTLET PROTECTION, ALONG / / rn•
?4 0. 4 r TOP OF PIPE).eo
47
{�- � : ke,. e � • e � P 4 le � \ \ ;; '•*\ Ag *'fie ..- � � Ae ;�5 e6` �/, � 4 � ter' r 0 1►
y {Jj I 1 J 6 I •• z , IO \ rain ,, / , lJl C)� �.. W / / SF 1 ��
4 �° ey,s I A + 11 y ya V **Te - 03�11-2 A / �. eL O 7- r / 'i INSET
,
ls�� J 4A5Ab A
1 J_ w� � s � �,`� C°`"' _ IFLARED END Op z OP SCALES 7 "= ZO' � �1
9 0 , * ` `�� r / I La-20 I SECTION TYPICAL MA1L80
-7 O „ram / .p I r/ ° I i 8"RCP and MAIL80 S F
+� • � �► �+ =�O / / o°o°o --- 24"RCP TO POND BOTH PONDS g
,�s \ �' / / d50=3" °n°°a°° ° Aquotic Vegetation Zone:
k 91O , w J� A8 / Apron=l o0000 0 1 S
� � / • � • 10 0°o�oo°a � 18"RCP FROM / �d � / � 6:1 VEGETATED SHELF N
A9 r I.P. ° o FROM EL= 42.0 TO
?4 , o) y3 Y, • , �' ° a POND / r ' ' W/M EL- 41.0, 6'WICIE r
�;c,1� , Ab 45 A4 3 OP I 1 a0 '� e ~ta 7' MINIMUM / / �� a WSEL= 42A z
o . y \ 4 °' 49 OUTLET TO &FROM POND 0
`')�44 AS �® 1e \ `G 1 ♦ o DIMENSIONS 7.5 cyf EACH
5 �12 ee \ +1 10 , c5 A ••0 � p_
N � W/M d d 7
r A 7 a4
_#, '° .� :� 48 0 � �M OUTLET PROTECTION
NOT TO SCALE ��� � tin
46 O , �� �\ fie• '� 1 O, N �• h V` ,tt*_ 12 cherry
Is pj.
47
Is
Q 47. i. r\J
1
�i 46 /
, ; ° �` - �_. / E.I.P. r
� 1 .ty� hk Y0 L � , � �¢, r0 � • • � ,� CL
SEE INSET OP w
THIS SHEET �r 1 ` �_ � , 4 { • �, 2� r
4
10! �-:' �t_
t �+
/ SF 0
�•�„�. ♦ , ,°►¢.. I P S F �° to /
12
ch'
FLARED END
r `A IF,ap' aQd \ �,a d OP I La=20' SECTION TYPICAL
s {
/� v ' t °°°°0 48"RCP
r/ T rt r ? >�� �+e nr. rr1. o (Ya d50•=3" 12' -
�� ,' 40+F �40 ��� y Apron=1' MIN. °o°o°° o
1 i i ? r ` 10 am 46 W 000ne - V(25)=8fps
Q 1 $ �1 1 ! ® '" • SF 44 'a ° N HGL(25)=43.9
WA\� • �'A� ,° ,A,." `� 343 - MINIMUM OUTLET AT CULVERT No.3
1 long � �* 1."F 01 Ivy" s�q�4h` 44 DIMENSIONS 7.5 cyt EACH
'C 45
0 >«A* �"' �y a 12 ; � 0 46 u3
boo # BopVG I p ,° „e� OUTLET PROTECTION
o Ucoo
A.I p V / / NOT 7O SCALE
sA / i
1a ) J3 mac• g f ¢ r G E.I.A.
V Ov+' ein N/F LUTHER G. BROWN
m LOT 47
LOT AREA - 6.c'7 acres 1 a� • 3 ' r """'
AREA OF DISTURBANCE - 5.0 acres + m 1 1 r SF
Park areas, buffers, andp�in
' >} ' /' s�1Q OUTLET STRUCTURE to PVC
existing ditches not to be wl- 1 M i �/ 1L�, Oi41 'ACE
disturbed except as shown. +�- F
OW) ! t , + + gA � NRs t'WEIR Cur
IMPERVIOUS AREAS - 1 i o « D,`I 10� BOTH PONDS TRASH RACK
- R
�-
41501 sf N t A
Buildings ! e /` 3 f S 1~��l�L
Parkin - 40,567 sf �.,
N �
S e. �
N
1 w IR 4+ U AV E CUT
G
D
o sf v�
Other 39,900 �, m �) NS
, � ✓ � l AT
7� 1 t HOLE '4
i V
1�
ELEVATION- 43.2
oc 6AgF.t�� r,IP 1C'a,
5 1s rs PV0-E VE,, ty R ED
,
e t / '° ��TLA�1D Q1�rG�5 ' cs �m a Sty- -qp- I � SECURELLYCN PLLACE
LEGEND ** . + 1 r • / / / ,1w,w+r..n, `CItONO�►RpFOR' 6Y a {m7 �p��,6q GCt4 S' CONSTRUCT NEW
EXIST. STORM DRAIN MANHOLE ' 1 e r r �+ �I50 RE Ly�O �, � QpR if- GR4SZS WELDED BAR GRATE,
DROP INLET / / he4,* SF °.+wr SPeRv,tl PQi" �� .i 9 ` `L 1(F1 GtS#Vl R EQUNALENT
-e s EXIST. SANITARY SEWER MANHOLE ' � p�R g0ti� ? -41 �� V OUTLET
,e ew„ 12 fn �E(� ddV� G C• .'� 0 'Wks SECURELY BOLTED
1� ' , t�li7 �t IN PLACE 18""RCP
EXIST. WATERLINE Al F/H ASSEMBLY /�� a«,, ?top ��• VieV���1�
DRAINAGE PIPE X�,, r 1r/ / t'+K '° gm Oi
EXIST. DR _� CONTRACTOR MAY INSTALL �"x "/ S�TB A 5EFt p h6 �� ORIFACE AND LEAVE OPEN PLAN VIEW
EXIST. GAS LINE SF / / 5,��p FAR Q ' 1= / 1.O ' I DURING CONSTRUCTION IF
dS DRAINAGE FLOW �' �aOUF 10 9 4k 09 THE OPENING IS SCREENED
+49.0 INDICATES SPOT ELEVATION 2� 0�5 5r 4 AND COVERED BY #57 STONE. GA7E W !
6�'4'0 b• 6'min. 12'min. SEE PLAN � Et-44.9
8 S NOTE: 404 wetlands on -site as shown. ALL SLOPES
LAMA LAND USE CLASSIFICATION; "DEVELOPED" 3:1 MAXIMUM 9o'£LBow DOWN
40 20 0 40 80 E.I.P• Foreboy volume w N FES 8"B£LOW WSEL TRASH MAINTAIN COVER
t OUTLET ON OUTLET PIPE
SCALE 1N FEET: 1"= 40'
>?
REVISED AS PER CITY AND STATE DENR STAFF COMMENTS
02-18-04
1
REVISED AS PER CITY AND COUNTY STAFF COMMENTS
01-30-04
REV. N0.
REVISIONS
DATE
Capp*t O, Harrowr nw19, Sm,de+°. P.A.. At rights mserred Rapeoduatian or uss of the contents of this dowment, oe odditrons or dNetions to this
1 1 dowmonl, In shoo or part without written emomf of the Land Swwyor or E,,9i w, Is prohblted WY acyles Brave the orhyhor of thin dwwywk
marked with tM origisd wgrw " and ariginnl *go of the Sww)gw- or Engineer, shoo be cons&Wvd to be ,arir, and true copies116
I
WSCL 20% of required w rr
storage, typical a II PIPE
4 RACK
E7= 43.2
r =42.D
- - - - - - - - - -
WL=
,'WIDE
0, 5'
Foreboy
42.0
WEIR CUT
OUTLET
18 RCP
y INV=
42D
pn't Bottom OUTLET
Elev.=39.0 PROTECTION
INV-
4'min.
S�
9"GROUT
e / AS ON PLANS
1 " PERFORATED
OR GONG. 42.0
PVC W/ GRAVEL
a .� 4....:.• ,
; 80X INV= 4l. '
AND FABRIC FILTER
Armor as necessary
minimum 1' Stone POND BOTTOM
EL£V= .d50 4X4 Precast Conc.Box
POND BOTTOM MAY BE OVER- NCProducts 4849 or Equivalent
FOREBAY SECTION DETAIL SECTION VIEW
- EXCAVATED FOR SEDIMENT STORAGE
NOT TO SCALE
14 OAK-
12" mJM
� 10 guru
14 gum
0(3
it
10
14
�Q /e
y.
46.09 a)
�J A
195Sf t\
6 /
/~ �570'
IXD A r•
110
4.
18 guru �• \ e'Oo�
12 oak C,s'•\
J a m 3 1
'p• h/
Anti -See Collars
0� l v See detail this 5hee 18 ° ,3/ Shy/ ~• _
F r0' S'in
N';\
C.
4 cc�s g6S
G?,
shy°/" OS�
Cq 1 \
�1.
MARKET ST.
US RTE 17 4 74
2e00 t
N
FRANKLIM AYE. f7
GRaNNAY AYE
LOCATION MAP
N% r-
17.9b
N'
ADDRESS: 4818 Franklin Avenue 1
PARCEL ID: R04919-008-027-000 �� J
OWNER 1 DEVELOPER: 4�A' 18•
THE NRP GROUP, LLC 5' COI`IC.
4030 WAKE FOREST ROAD
SUITE 300
RALEIGH, NC 27M
919-719 2706
LINE BEARING DISTANCE `1
L1 N 74.42 51 E 1 7.87 f�
CURVE RADIUS DELTA ANCLE TANGENT ARC LENGTH CHORD BEARING CHORD LENGTH
C1 701.11 08.08 26 49 89 99.62 5 17�W00 E 99.53
POND Nv.1
PEAK DISCHARGE SUMMARY -
0<10) pre -developed = 7.5 cfs
0<50) pre -developed = 11.0 cfs
000 post -developed = 7.2 cfs E WSEL = 44.9
GOO post -developed = 12.5 cfs l? WSEL = 45,3
0000post-developed = 15.4 cfs @ WSEL = 45.4
STATE WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 3,200 sf
Surface Area provided = 3,710 sf
Storage Volume required = 5,865 cF
Storage Volume provided = 6,600 cf
Storage Votume Drawdown Time = 4 days
SEDIMENTATION POND CONSIDERATIONS --
Storage required = 3.5 X 1800 = 6,300 cf
Storage provided = 6,600 cf
FOREBAY CALCULATION:
Approximate Foreboy Volume = 1,615 cf
207 Volume of Storage = 8,030 X .2 = 1,610 cf
VINEYARD POINTE - Wet detention / retention pond
POND Nod -
Additional Calcutatlon Summary for
r NCDENR DWQ
WATER QUALITY CONSIDERATIONS -
Impervious area calculations, See Project Data Sheet
TOTAL IMPERVIOUS = 1.6 acres
TOTAL AREA DRAINING TO POND = 3.5 acres
3.5 acres total - 1,6 acres Impervious = 1.9 acre green area
SA REQUIRED, 1.6 X 0.95 + 1.9 x 0.20 / 3.5 = 0.54, or 54%
At 7' depth, 90Y. TSS removal - SA/DA factor = 2.1
3.5 x 0.01 x 21 3,200 sf SA REQUIRED
At Elev. = 42.0 = 3,710 sf SA PROVIDED
VOLUME REQUIRED, R=I(PXPJXRv)/l2XA)
SEE PAGES AA and A.2, 'Controlling Urban Runoff,
A Practical Manual for Planning and Designing Urban BMPs'
(P)= 1'
(Pj)- 0.9
(Rv)= 0.05 + 0.9(1.6/3.5) = 0.461
(A>= 3.5
R= I(1)<0.461)/IRJ(3.5) = 0.135 acre-feet
= 5,865 cf REQUIRED STORAGE
At Elev. = 43.2 a 6,600 cf PROVIDED STORAGE
DRAWDOWN,
Average head from storage elevation to orifice -
43.2-42.0/2=0.6'
1' PVC drain to draw -down required storage;
Orifice equation+ Q = CA<2gh)^1/2
Q - 0,6(,0055)(64.4 X 0.6)^1/2
= 0.0205 cfs
T = 322,000 sec. = 4 days
FOREBAY REQUIREMENTS -
Approximate capacity = 8,030 cf X 20% = 1,610 cf
Provided capacity = 1,615 cf
Ac
10
4-
61131 SOMA
O�
1
12 maple
NOTE: COLLAR TO BE POURED AFTER MIN
PIPE IS MY PLACE,
REINFORCING AS NEEDED
ANT14EEP COLLAR
NOT TO SCALE
NOTES
KTIANDS VEGETAII M NOX
J. pOYPrABLE PUMP TO BE USED >n DRAAM
P" 94 CASE OF EMERGENCY. PUMP TO BE
TW FDLLONfNC SPEMS OF MEILANOS VEGETAMW ARE SMIABLE
PLACED ON W Or BERM METH SCREEN
FOR PLMITING ALQMC THE STATE MI VEGETATED REV.
ATTACHEO r0 HOSE WET AND COVERED WTH
- SA«rrAt1IA LAW"(L10NMONf ARROMFhEAD)
STOW. HOSE OUTLET TO DRAW ACROSS STABLE
UPLAND AREA S1A'FfC1ENr 10RESTRICr EROSIGW.
- SAd1TMRIA LANQ'FOUA (MO POFATO)
1 MUST HE Cif()
_ � CERNL/Ils (LIXARTTTAIL)
HHYYTO THE STG ��GE CC 40V
- PELTANDRA WGNO (ARROW AR(N)
SYSTEM ON INTO THE STREET/PAIMPIG LOT.
if OW OR MW or RE SUG(2=SIE0 SPECIES IS UNAVAILABLE,
APPROPRIAIE ME•RANDS WG'ETAITON COMWN IV TW COASTAL
MWIH OWOLWA RED" MAY BE SUBSRIuim
EMERGENCY EMBANKMENT TOP- 46,5
100-YEAR WSEL= 45.4
SPILLWAY= 45.3
TOP BOX = 45.9
B GE VOLUME
ANTE -SEEP
10-YEAR WSEL= 45.9
PSTATE
OND 1STO
cf
POND 2 - 7,500 cf
COLLAR
WEIR CUT EL= 43.2
® EL= 43.2
~
NORMAL WSEL= 42.0
pRQP.18"RCP
W Lu
0
OUTLET PIPE N
VINEYARD POINTE - Wet detention / retention and
p
POND 1 - 35LF 0 0.6% 1o'VEGETATED p
SD
POND No B -
II
POND 2_ 30LF0.7% CITY SHELF
0 10:1 FROM
Additional Catculation Summary for NCOENR DWQ
O EL-42.0 TO 43.D
SEE NEXT SHEET \
A -
WATER QUALITY CONSIDERATIONS
A FOR ADDITIONAL W
Impervious area calculations, See Project Data Shee.
OUTLET STRUCTURE
AND EROSION CONTROL 6'VEGETATED
TOTAL IMPERVIOUS = 1,2 acres
DETAILS. STATE SHELF POND 1 BOTTOM EL= 35.0
TOTAL AREA DRAINING TO POND = 2,5 acres
EMBAN,ICMENT 4 s'' \POND 2 BOTTOM EL- 3fiA
2,5 acres total - 1,2 acres Impervious = 1.3 acre green area
P g
EL TO 42.0 / POND BOTTOM MAY
Aquatic Wq.totl,7tV y
SA RLQUIREAI 1.2 X 0.95 + 1.3 x 0.20 / 2.5 = 0.56, or 56Y.
SECTION BE OVER -
At 6' depth, 907 TSS removal - SA/DA factor = 3.1
EXCAVATED FOR
NOT TO SCALE ��\��\��\\�' SEDIMENT STORAGE
2.5 x 0,01 x 3.1 = 3,400 sf SA REQUIRED
At Etev. = 42.0 = 4,270 sf SA PROVIDED
VOLUME REQUIRED, R=E(P)(PjXRv)/12I<A)
SEE PAGES A,1 and A.2, 'Controlling Urban Runoffs
A Practical Manual for Planning and Designing Urban BMPs'
(P)= 1'
(Pi)= 0.9
(Rv)= 0.05 + 0.9(1.2/2.5) = 0.482
(A)= 2.5
R= [U)(0.482)/12](2.5} = 0.101 acre-feet
Date:
11-07-03
Scde:
1 "= 40'
Drawn:
4,400 cf REQUIRED STORAGE d5N
At Elev. = 43.2 = 7,500 cf PROVIDED STORAGE
CAROt�,f%
DRAWDDWNh •'•"••••q
e• F�,55rON• .�.
Average head from storage elevation to orifice
43.2 - 42.0 / 2 = 0.6' F� SE AL
I' PVC drain to draw -dawn required storage: = 2 )007
Checked:
GA W
Pro)ect No:
9844-5
OrlFite equation, Q = CA(2gh)^1/2
Q = 0.6<.0055)(64.4 X 0.6)-1/2
�i
Sheet No:
= 0.0205 cfs
O%e'Ar2YINE \ ,�'
, •••.•OOLA '��- �4>
HANOVER DESIGN SERVICES P.A,
T = 368,000 sec. = 4 days
eiI VA
LAND SURPEYORS, ENGYNEERS A• LAND PLANNERS
is
FOREBAY REQUIREMENTS -
Approximate capacity = 8,370 cf X 20% = 1,675 cf
319 WALNUT STREET
WiLM1NGTON, N.C. 28401
8
Provided = 1,665
- 1,
(
PHONE: [phone]
capacity cf
dhollie ® hd5ilm.Com
OF.
- • 'T i I r� , i}
+ i. �� - 1 i t
T�i
15,� T Y i' �� r �,' 1, ', 1.
3
+' a:.
i � + � I +�
�,1,
Ih 4,1,;'3hlil•j ,; ; li
r..i I.L.
, a Ih k ��t _�
, o �1', 1i �f., r 1'r��, ,I,, I� ��.r[ '�:;tl'i '�,'[ ` 1,
i7:
-
l r `.ti .,
r,1
,'h �. 1♦ 1 r I , .�51. 111,�f.Si'l la,., .J ft [ i�•�r
...... v a•.,,.a 1+rl,v•,.v 1n-pit

2-2 1/2- HOSE NOZZLES
4 1/2- PUMPER CONNECTION
FACE TO CENTER LINE
OF STREET
HYDRANT TO
HAVE BREAK
WORD "WATER"
SECTION OR
REMOVABLE
W
gBARREL
NNE F USH W1HC.I.
I
FIUR9i
iFV
4VALV&
1TRAIN
NOTE:
1-SEE ASSAIL
CONCRETE PAD
SHEET NO. SD-18A FOR
15" X 75" X 6"
JOINT RESTRAINT REWIRED
2-DUCTILE IRON PIPE
REWIRED ON ALL HYDRANT
BRANCH LINES
HYDRANTS SHALL BE:
KENNEDY GUARDIAN
GUIDELINES
FOR
STANDARD HYDRANT
HOLM
® m!�m7 mom' A ���� �m•M7
Q-]i ESiRM1� t:litii Q•7i67i Q'1iFi11/
t:1i FY71m" 6Jiih-Si t:5if67i ifM3iQ:li 6iiFk7i
". Fr NUFAM f[lmfilm gR)ImiF3m gf:SmFb)m i[!Im[�i:)im
IF40
grim FFimFgI71mFAli ifliQjlm iriiFDi fr3i[Ilii
"III" A7w F3YiFTim gi1mFZYm FZ1mFb)m FTdmg•S!m
1 1 •
FOR WATER MAINS
BITS
SEE PLANS FOR EXACT LOCATIONS
NORTH OR WEST SIDE SEE PLV SOUTH OR EAST SIDE
18'-0"" TB-U 7' S_U 7' S'
4 22 -0 10'_p•� TYPE 'A'
{' 4 18 -0 O 10--0- 8'-0" 0 O
3' COVER CAS I I I I I STORM DRAIN
3 POWER TELEPHONE 3 i0 8' COVER
2' COVER SANITARY SEWER WATER R
NOTE:
WHEN POSSIBLE FLUSH MOUNTED OR BELOW GROUND
DISTRIBUTION OR JUNCTION BOXES TO BE USED BY
UTILITIES.
TYPICAL
UTILITY LOCATION
/R•
WD111•M
0'-0 1 B-
0'-1 1/2" 0'_0 1/8"
0'-0 3/4-
0'-2 1/4- 0'-0 1 1 "
0'-0 1/2 �
0-4 3 4
SECTION "A -A"
GRE WVC END CAST IRON OR EUAL
HEAVY DUTY
VALVE BOX LID
0'-8 1y//4g'
16.
V-2 1/4"
0'-7 1/4'
0'-11 7/8'
WATER '-0 1/2-
000
BOX
P_LAH
0'-6 11 /I6' DIA.
0'- 0' -0 i 2"
0'-7'D'O��-Q 1"
0'-01/ 0'-01/2
( pp 10" 0' -6 1/2' DIAL
1'-6 1/4' SFGTIIXR 'A -A'
0'-0 1, 0'-B 1/4• MINIMUM WEIGHTS
W-7 3, TOOP 10 L85.
W-it 7, _ _ EXTENSION 40 LBS.
CASTING
KM
IMF
EXIST. GROUND A A
J..
^i
BY PLAN
BENDS
-FI--AAA
A` PLAN
TEcc
18- MIN.
9
IS
y .. Y,.
n t r-:
4
v
M
Y
D
J..
SECTION X-X
PLAN k ELEVATION
BENDS d, TEES
PLUGS
STANDARD THRUST BLOCK
B. 0'_4'
1R CRAG '-0.
8" BRICK WALLS
w
3/4" CEMENT PLASTER
0'-0 5/8'
�B EI
-8
0'-4-
0. -6"
0
SECTION "A -A' PVML
2'- 6"
NOTE:
1. 4" DEEP X 8• WIDE CONCRETE COPING
VARIES
ALL AROUND BASIN CASTING.
VARIES
2. ALL CONCRETE TO BE CLASS 'A"
3. FOR CASTING DETAIL SEE SO 14-03
B
6-
5-10" MIN.
5-4"
PVMT,SECTIONB
CUR k GUTTER
4'-0'
01-8-
A
CASTING
0'-6"
2'-6-
.-10.
4'-44" MIN.
LB
CATCH BASIN
NTS
SDZ4H
• N. ALL CITY ROADS
USE FOR BOXES IN SILVER STREAM LANE
BOXES No.2 and No. 3
FOR WATER MAINS
wm
1
FULL 18' JOINT
6" PIPE
HYDRANT 3/4" GALVANIZED RODS
® • TO MAIN
BOLTS " TIE BOIL
HYDRANT LUGS RETAINER CLAMP
JOINT RESTRAINT HYDRANT TO 1ST FULL JOINT OF PIPE
HYDRANT 3/4" GALVANIZED RODS
3
TIE BOLTS
JOINT RESTRAINT HYDRANT TO MAIN TEE
3/4" TIE BOLTS
�a
GUIDELINES FOR
HYDRANT JOINT
RESTRAINT
NrW
•04-02
0'-4-
0'-4.
MEW A a^
NOTES:
1-DO NOT TAP MANHOLE AT JOINT.
2-BREAK OUT MINIMUM AMOUNT OF MANHOLE WALL TO ALLOW
NEW PIPE TO ENTER.
I
3-CONCRETE 70 BE BROKEN FROM INSIDE OF MANHOLE IF
POSSIBLE.
4-PLACE COLLAR AROUND NEW PIPE. COLLAR TO BE BUILT
RESTING ON UNDISTURBED SOIL.
5-REPAIR CONCRETE WTH NON -SHRINK CEMENT,
6-SEE SD 14-11 FOR PRE -CAST MANHOLE DETAIL.
STANDARD TAPPING
DETAIL PRE -CAST
MANHOLE
INIS
SD3- s
D
C
+ +
MINIMUM AVERAGE
WEIGHT
40 PLAN 0'-10 3/4"
V-01/,C I
T-0 1/2'
0'-5 3/4"
O-5 3/4"
0'-1 1/2"
SECTION C SECTION D
V-RIBS B
MINIMUM AVERAGE WEIGHT
WATER - A 2D LB,
.
METER 0'-9 5/8' D'-i 1/4'
0-0 J/4"
-1 3 4'
P1.AN 0 /
1'-7 3/e' 0'-0 3/8' g�nou e
0-2 1/4`
0'-1 3/4-
0'-5 3/4' 0'-5 3/4"
WATER METER BOX
S COON A
IR!
lM1HB
1/2- WITH EXPANSION
PRE CAST CONCRETE
JOINT MATERIAL
SLAB. SEE SLAB
STANDARD CATCH
DETAIL
D2- 1
BASIN
TOP ! LEGS.
8" WALL
TYPICAL
VARIES AS REQUIRED
CONCRETE OR
GROUT INVERT
W-6'
6- CLASS "A'
A
CONCRETE BASE
QU" 38"
4 -0
42 4-
4'-0'
MODIFIED
CATCH BASIN FOR PIPES
LARGER THAN 24-INCH ENTERING
THE END(S)OF THE BASIN
BASIN
NTS
SD2-10
3/4' GALVANIZED TIE RODS - ICAP YY/2" TAP
/) •
VALVE BOX
PLAN VIEW
CAP
W/ GALVANIZED
OUTSIDE E P.PIPE
THREADS
CAP W/2" TAP
3/4' GALVANIZED TIE RODS
•CONCRETE BLOCK
2" CURB VALVE
MUELLER OR HAYS
PROFILE
2" BLOW OFF
NTS
FINISH (MADE'.
THRUST COLLAR MIN. dOVER 3.5'
9' MN. 5' YIN.
1/4- STEEL PLATE RODS THRE(TYPADED STEEL
J 3-
3' 3"
ROD REYRYIEYi (Tw.)
SZE�45 DEGREE BEND STATIC THRUST NUMBER OF RODS REQUIRED
DE�EE BEND STATIC HRUST�P�DS NUMBER OF RODS REQUIRED
8^ 7,89i 2
6" 17,312 2
12" 30.779 4
16' 48,091 6
20" 69,252 B
24" GENERAL NOTES:
1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE COATED WIN
2 COATS OF BITUMINOUS BASE PAINT.
2.CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL JOINT BENDS.
3. TYPICAL MIN. CLEARANCE BETWEEN CONCRETE AND END OF BOLT MUST BE Y.
4. APPROVED OFFSETS CAN BE USED IN HIS APPLICATION.
STANDARD
VERTICAL BEND
IBM
STANDARD LID
SEE SEE p14TBY LID
2" ASPHALTSD-14 CASTING
4" BASE
FOR CASTING DETAILS MORTAR OVER FLANGE
SEE SD-14 1 MORTAR
2" STANDARD BRICK
qq��yy2EE•MggOOpR77(T(AEER�1LTTEE gg DD
C STINGVCENTERED OVERNVAL�EANNUT
SEWER CLEAN -OUT CASTING
NOTES: CENTERED OVER STACK
-HIS INSTALLATION REQUIRED WHEN VALVE BOXES AND CLEAN -OUTS
ARE LOCATED IN PRESENT OR FUTURE PAVED AREAS.
-PRIOR TO SETTING CASTINGS, NEW INSTALLATIONS WILL REQUIRE
95% COMPACTION OR BACKFILL IN 6- LIFTS.
TYPICAL DETAIL VALVE
BOX AND CLEAN -OUT
CASTING BASES
SITE
•D7.42
CASTING
EXTENSION OF
BRICK
TYPICAL DETAIL VALVE
BOX AND CLEAN -OUT
CASTING BASES
solBaf►
NOTES:
1. WATER METERS ARE TO BE PROVIDED BY THE CITY
2. ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC
RIGHT-OF-WAYS AND/OR EASEMENTS
3. WATER METERS SHALL NOT BE LOCATED IN DRIVEWAYS
8'-0-
WHERE R W WIDTH PERMITS
ARGE CAST IRON METER BOX
11 SIDEWALK
MAX"
2'-6"
MIN METER YOKE W/12 RISER
WATER METER CONNECTIONS
COORDINATED WITH
TO BE C D
TYPE "K" SOFT COPPER TUBING CITY PERSONNEL
211 WATER SERVICE
90446
ELE)LAILON
CROWN OF TREE IS NEEDED FOR LEAF
4ATED
GROWH TO PRODUCE OXYGEN, FILTER
HE AIR. REDUCE WIND, SOFTEN NOISE.
AND PROVIDE BEAUTIFUL APPEARANCE.
DO NOT DISFIGURE CROWN WITH
INSENSITIVE PRUNINGGIIpp��IPLINE- l////�P.LAB�jRFEFEEfEE309� ^SISQ11i1L3!lmlB$S OL 3 0mFEEDER ROOTS ARE LOSTRUCTURAL ROOTS LOCATED
AT "DRIPLINE' OF TREENEAR BASE OF TRUNK ARE
AND PROVIDE TREE WITH NEEDED TO GIVE SUPPORT TO
MOISTURE AND NUTRIENTS. ENTIRE TREE, IF REMOVED,
SEE NOTE I M NOTE 4 TREE CANFAIL AND DAMAGE
PROPERTY.
SEE NOTE 2 k NOTE 4
METHOD OF TREE
PROTECTION DURING
CONSTRUCTION
MTN
8MS•O•M1
TREE PROTECTION DURING CONSTRUCTION
1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK
UNDER TREES. NO HEAVY MATERIALS SHALL BE STORED BENEATH TREES. RESULTS OF
COMPACTION CAUSE WATER AND AIR NOT TO REACH HE ROOTS AND HE TREE
WILL DIE. THESE "FEEDING ROOTS" OCCUR WELL AWAY FROM HE BASE OF
RAN H CANOPY. DAMAGING
THE TREE TO HE EDGE OF HE OVERHEAD B C C OP
HE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE
IS PROHIBITED. APROTECTIVE BARRIER SHOULD PREVENT DAMAGE FROM
OCCURING DURING CONSTRUCTION.
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR HE BASE OF THE
HUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT
UPRIGHT IN HIGH WINDS. REMOVAL OF THESE RUTS ALONG ONE SIDE IS
OFTEN DONE BECAUSE OF A WALK, PAYING OR BUILDING WHICH IS BEING
CONSTRUCTED.
3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
METHOD OF TREE
PROTECTION DURING
MIT•
•0184*"
EXISTING TREE
�1N
DRIPLNE
3 MIN. STAKE
PROTECTIVE BARRIER r- HEIGHT ABOVE
r GRADE
1 _L I 1 I I (
TREES TO BE SAVED WILL BE CLEARLY MARKED PRAM TO CONSTRUCTION
AND A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPUNE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH HE TREE EXTENDING
OUT TO THE TIPS OF THE OUTERMOST BRANCHES..
METHOD OF TREE
PnOTECTUOICUUMIG
CONSTRUCTWN
rm
•D1S4•
r
Top VIEW
A
14
2•DETAIL
9 784 7 8 78 J 6 78
C
GL
FLOW
11 13 12 2 12 f0
COMPONENT IOENIIFIC0010Nt
1. COMPOUND METER
2. COUPLING
J. ADAPTER
4. GATE VALVE
5. SPOOL
8. GATE VALVE
7. MAINLINE BOLTS
8. NAINUNE NUTS
8. REDUCING TEE
10. 90' ELBOW
I1. W STREET ELBOW
INSTALLATION MUST BE RESTRAINED 12. BYPASS PPE
TO RESIST AXIAL FORCES DUE TO 13. BYPASS VALVE
INTERN& PRESSURE / ROW. 14. B ADAPTER SPOOL
DIMENSIONS IN INCHES
CITY METER DETAILS
NTS
DIMENSIONS
PIPE
�•
A
LENGTH
8
WIDTH
C
WIDTH
WEIGHT
'
1-
1
3'
S5-1 2
14
4
360
4
N -1 2
15
5
SIBS
8'
77-I 2
IS
6
9W
M RS AND CATER
BOX VAULT
PIPE
�'
A
LENGM
B C
WDH HEOHT
PIPE
DLA.
D
LENGTH
E
WON
F
HEIGHT
WEIGHT
4_
_ 1 _
38
24
30
62
3
33
7-1 2 15-3 4
3
AB
30
36
177
4
30
10-5 8 18-1 4
{
46
30
38
117
6"
4
11 23-1 8
B'
38
180
INSIDE SYPA88
VAULT
REWIRED
OPTHAL
OUTSIDE BYPASS
URGE METER BOX
AND VALVE BO%
METER WRAP BYPASS
BOX VAULT
PIPE
�•
A
LENCN
B
WDH
C
HEIGHT
%�
DUI'
D
LENGTH
E
WIDTH
F
HEIGM
WEIGHT
-7
- 4
1-1
60
36
24
180
3
55
20
15-5 4
3
72
48
35
177
4
64
24
16-1 4
4
72
48
38
177
6"
77-1 2
30
23-1 8
6'
96
AR
SB
233
ALL METERS MUST COME EQUPPED WITH APPROVED TOUCH -READ REGISTER AND PAD.
COMPOUND METER DETAILS
NTS
IPA
G.R. ENNIS dK SON
+ NO. MBX-GRE-16
MINIMUM AVERAGE WEIGHT
PLAN VIEW RING 120 LBS.
COVER 40 LEIS.
CO VIEWRCO VEW
RING VIEW VIIAN VIEW (BOTTOM) V11�5
SECTION 'B-B'
16 1/16" DIA. AT TOP
O'-0 1 2 10 1/2" DIA. 0'-0 1/8�
D'_O 1/2• V-4 1/4" DIA. / " 6" DIA. -� 0'-0 1%2"
0'-1" 0'-0 7/8" 0'-0 7/8"
V-3 1/4" DIA. 0'-7 1/2" 0'-1 7/8" p'-0 1//8'
0'-0 7/8" 0'-6 5/8' 0'-2 1/8• D' -0 1/2"
0'-2 3/8" 1/16"
0'-0 3/8" 1 -3 1/4" DMA. 0'-1. 15 778" DIA. ENLARGED 0'-0 1/2�
O,-4" ��0'-4- AT BOTTOM - 0'-0 5/a
PART OF SECTION 0'-O 3/8"
SECTION 'A -A'
Bmw WiN'rr
ALA :A:
AL`
1AlliL
mWWAJ
LL ,Mq
Vr�r"
i ri ri
rig
pr0,0 r��,
v RAY dr 4
r'rr 6r Oi
I/YLp[M NIQeb'o
F=Y
r<Y re
r-r
GUIDELINES FOR BRICK
SIDEWALK
»n
EXPANSION JOINT
AT 3G' NTERVALS(TYP)
A.
aAIA
V" l
A A
�i : L
1" SCORE(TVP)
Al:
A L�
A:
as
{'ARIL K
{' OR 5'MDE
STANDARD
SIDEWALK
DETAIL
NIW
$MIS
GENERAL NOTES
I. LOCATION OF WHEELCHAIR RAMPS:
1. N ACCORDANCE WIN HE RATIFIED HOUSE BILL 1296, ALL STREET CURBS IN NORTH CAROLINA BEING CONSTRUCTED OR RECONSTUCTED FOR
MAINTENANCE PROCEDURES. MALEFIC OPERATIONS. REPAIRS, CORRECTION OF JTIUMES OR ALTERED FOR ANY REASON AFTER SEPTEMBER
1973 SHALL PROVIDE WHEELCHIR RAMPS FOR HE PHYSICALLY HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND GUTTER AND
SOEW&KS ARE PROMDED AND AT ONO MAJOR POINTS OF PEDESTRIAN FLCM.
2. WHEELCHAIR RAMPS SHOULD BE LOCATED AS INDICATED IN DETAE DRAWINGS. HOWEVER EXISTING LIGHT POLES, FIRE HYDRANTS, DROP
INLETS, ETC, MAY AFFECT PLACEMENT.
IL CONSTRUCTION NOTES:
1. NO SLOPE SHALL EXCEED 1•-l' (120) ON THE RAMP OR SIDEWALK.
2. IN NO CASE SHALL THE WIDTH OF WHEELCHAIR RAMPS BE LESS THAN 40" (V-4'). WOHS MAY EXCEED 40• IF NECESSARY.
3. USE MASS *A" CONCRETE WH HE SURFACE HAVING A RUIN. NON-SKID TYPE FlMSH.
4. 1/2" MANSION JOINT WILL BE REWIRED WHERE HE CONCRETE WHEELCHAIR RAMP JONS ANY RICO PAVEMENT OR STRUCTURE.
5. CONSTRUCTION METHODS SHALL CONFORM WIN THOSE OF HE GOVERNING BODY WHICH HAS JURISDICTION OF HE PARTICULAL STREET.
IN. AOOTION& NOTES:
1. ME NSOE PEDESTRIAN CROSSWALK LINES SHALL BE ESTABLISHED BY NSECTMG THE IN'IERSECTON RAIN WHERE MARKED (SEE NOTE 5).
2. THE WHEELCHAIR RAMP SHALL BE LOCATED SO THAT HE BEGINNING OF ME WEE. CHAIR RAMP WILL BE TWO FEET FROM HE INSIDE
PEDESTRIAN CROSSWALK LINE.
a THE WIDTH OF ME PEDESTRIAN CROSWALK SHALL BE 10 MET UNLESS A GN AMR WIDTH IS REWIRED TO ACCOMMODATE ME PEDESTRIAN
TRAFFIC,
4. STOP BARS SHALL BE USED WHERE IT IS IMPORTANT TO INDICATE THE PONT BEHIND WHICH VEHICLES ARE REWIRED TO STOP N
COMPLIANCE WIN A TRAFFIC SIGNAL. STOP SIGN. OR OTHER LEGAL REQUIREMENTS.
5. PARKING SHALL BE ELIMINATED A MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK
6. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EOIMN OF ME MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES
PUBLISHED BY ME FEDERAL HIGHWAY ADMINISMATION. THIS IS AVAILABLE FROM HE SUPERINTENDENT OF DOCUMENTS. U.S GOVERNMENT
PRINTING OFFICE. WASHINGTON. D.C. 20402.
GUIDELINES FOR
WHEELCHAIR RAMPS
r INSULATED
USC APPROVED REDUCED
I I FIBERGLASS I I
PRESSURE ZONE (RPZ)
COVER
I I PREVIiNTER I I
12"
ABACKFLOWSSEMBLY
('-T- ASSEMBLY I I
I I FLANGED I 1
COUPLING DRESSER
I I k ADAPTER COUPLING
FINISHED GRADE.
I I1SLOPE TO SUMP 1 I
- ;ryy :. c: �,
i3"CONC.PAD V, e
FINISHED GRADE
.+R:
��.�q.
\
SUMP, No.57 CONC.BLOCK
WASHED STONE
FILL GROUT
3,
/�j\//V,\
RPZ BACKFLOWUSC D PREVE:NTERS
�,\��;
REQUIRED FOR ALL
SERVICES OVER 1• DI>METER.
NOTE: USC APPROVED BACFLOW
PREVENTERS REQUIRED
ON ANY SERVICE
DETAIL - BACKFLOW PREVENTER LINES OVER 1" DIAMETER.
NS.f. USE USC APPROVED MODEL.
FEBCO MODEL 860 MASTER
SERIES 6"RPZ
11
AND 4"RPZ OR APPROVED
EQUIVALENTS
WHERE REVERSE CROWN K '
IS REQUIRED UTTER SHALL 1" R
SLOPE AWAY AS SHOWN
- MOST APPLICATIONS 1 1/4- R
N PARKING LOT
0
14 a
P. rn 1
a m
.75'
STANDARD CURB SECTION
TYPE "A"
M•
mf4t
VAR
SEE OBSTRUCTION DETAIL h'
4 AD(VAR)
SIDEWALK
PLAZA(VAR
SEE NOTE(TYP
VAR VAR
10' MIN
PED-X-ING
SEE NOTE 2(TYP'
4'-0-
TYPICAL
2'-0"
LOCATION OF MMILCHAIR PEDESTRIAN CROSSWALKS B STOP BARS
GUIDELINES FOR
WHEELCHAIR RAMPS AND
DEPRESSED CURBS(A)
Are
SO&I A
1/2" E%PANSION JOINT 1/2" EXPANSION JOINT
VAR
B STRIP
OF CURB
10 0 MIN
PED-X-ING
PLAN MEW WHEELCHAIR RAMP
GUIDELINES FOR
WHEELCHAIR RAMPS AND
DEPRESSED CURBS(B)
Nr.
•M-1M
BACK
SIDEWALK
4'-0"
3'-4"
4'-0"
4- 3OLF MINIMUM - 4` PVC SLEEVES
TO BE INSTALLED AT DRIVEWAY h ALLEY
ENTRANCES FOR NON -MUNICIPAL
UTILITIES, AND NEW ROAD INTERSECTIONS
A _
0
PRIVATE DRIVE R
SIDEWALK OR in
SIDEWALK AREA g
SIDEWALK SECTION
8 I N
E%PANSION JOINT 1/2'
PLAZA \ DRIVEWAY APRON I PLAZA
\ ,P EXPANSION JOINT 1/2•\ CURB RETURN
CURB
0*-6" S' U.5rn MN.
-6. RESIDENT AL
A 13' (4.0m) MIN.
OTHER
RIGHT TURN OUT RIGHT TURN IN
EXPANSION JOINT 1/2" EXPANSION JOINT 1/2-
PAVEMENT PLAN
STANDARD DRIVEWAY
DETAIL(A)
Mrs
•D•-02
VARIABLE
FINISH PLAZA GRADE
1-6" 3-0" 0-2" 1/4 PER 1'-0" 5.-
0'-6"
1
EXPANSION JOINT
SECTION A -A
12'-0' MIN
0'-6" VARIABLE
0'-6"
6" CONCRETE
SECTION B-B
STANDARD DRIVEWAY
DETAIL(B)
/RED
•D•4R0
� /
2'-8"
STANDARD N.C. STOP
STOP SIGN
8' TO 12' b
2• PIPE h STANDARD
INFORMADON
2'-6' SIGN
WTHOU WRD 0-8" 12 MIN.
OR GUTTER N. PARKING
o BALM - RPM
Ga' 6 3 � PIPE i. fS.W FINE
0' -8 J/4"
(SEE NOTE)
MIN.
2'-0' I WITH SLOPE -FACE
a4 CURB
WITH CONCRETE CURB
STANDARD
h UTTER
SIGN INSTALLATION
LOCATION
IR•
N1.OM
NOTE:
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE CITY OF WLMINGTON.
TT41S SHFET nnre NOT NIRPORT TO SHOW All RFDLJIRFD CONSTRUCTION DETAILS. BUT
2" ASPHALT ---
TYPE "1"
EXISTING PAVEMENT N.C.D.O.T. SPEC. EXISTING PAVEMENT
6" COMPACTED MARL BASE
(D.O.T. REQUIRES 8`)
ITCH LINE DITCH LINE LULLYYATgR
PIPE DMVE
NOTES:
BACKFILL TO BE INSTALLED IN 6' LIFTS ((MAXIMUM AND
COMPACTED TO A MINIMUM DENSITY OF 45% AS TERMINED
BY THE MODIFIED A.A.S.H.T.O. STANDARD METHOD T-99
- CUT - BACK TO BE PREPARED AFTER TRENCH BACKFILUNG
AND COMPACTION
PAVEMENT REPAIRS
WHERE PIPE INSTALLED
IIYW BA14•
3/4'
1'-6'% 7'-0'X ABO
STANDARD ALUMINUM
HMNDICAPPED PARKING
SIGN TO READ
MAXIMUM PENALTY SIGH
'RESERVED PARKING
rX 21X .I88 STEEL TUBE
WITH IDENTIFICATION
EXTENDED INTO CONCRETE-
J
SYMBOL, BOLT TO STEEL
FILLED PIPE 24'. PROVIDE
'-
TUBE WITH 31W CADMIUM
WELDED WATERTIGHT CAP,
PLATED NUTS, BOLTS,
PAINT VITA PkW6118
AND WASTERS
'BLACK COFFEE'
PAINT PIPE BASE
NDTE' SIGNS MAY BE
YELLOW
OBTAINED FROM
B'DIA.STEEL PIPE
C6D SAFETY ;P
FILLED WITH LODRETE
47H AVEMJE A iu
NASNVILL, TN
PAVEMENT
61S-255-2717
1'-"IA.
COCRETE
BASE
M
06 BARS X W
LONG EACH WAY
THROUGH
PIPE
o
r
HANDICAPPED PARKING
SIGN DETAIL NTS
CONTINUOUS CONCRETE COPING
-•{V/ iRN1E !GRATE
7-
FRAME AND GRATE
DEWY BRGS.W.CH-BTU-JAL
OR EQUAL
PRECAST
F�
CONCRETE
I
7W6
BBAASN
18 I
1- 4`
4- -1
�.,�.1
1 BI I 2 _0
-REINFORONG
6'
f 4'-0'
T
SECTOR NEW I4 BARS O
12'OC EN PLAN MEW
ILYJL
IR FAMOUS LOT NN4
ma GROVE Nato ONLY
YY OLENEr TIROS NO CN-RN-.i4
r-n W OR fIX//YACENT
r-0 R r-IVY r-! A4-
.17/NNUM AWRACf *70HT
e ^ rRA7F 143 LB
N-WC716W 'A -A'
b
tl-51/4' I'-11/Y' tl-51/4' n
i
tlT33/4'B b
-
tl-JJ/A
4 -
L `
k
tl-0 1/2'
0-8 1/4' V-4 i/r 0-8 1/4" SEC7XdV -R
P(ANSM b
GRILL BASIN CASTINGS
N.T"t
• 1
:.•�►,
o4�y „t.:.
•3:►:
1MMMMMMM•
:• ❖i►:•t.4ti►:•t►:• .•i►
MNMM MMM
Wo.
r�
,o
II
( ir�(ir,Ti: I�iir�� (���.°.I�i
ImpIf
l!!
;
•
STANDARD DETAIL SHEET
Vineyard Poi nite
LOCATED IN THE CITY OF WILMINGTON WILMINGTON TOWNSHIP
NEW HANOVER COUNTY NORTH CAROLINA
Dote:
11-07-03
Scale:
AS SHOWN
GIOWII:
DSH
Checked:
GA
Project No:
9844-8
Sheet No:
7
8
OF:
14:58:10 11/13)

PORTABLE HOISTING
PORTABLE GENERATOR
EQUIPMENT FOR
PUMP
EQUIPMENT FOR EMERGENCY
REMOVAL TO BE
PROVIDED
PUMP OPERATION TO BE
BY MAINTENANCE
PROVIDED BY MAINTENANCE
ITT FLYGT
CONTROL CENTER
CONTRACTOR.
CONTRACTOR.
UPPER GUIDE
( POLE
MOUNTING)
BAR BRACKET
--- -----
-------C
3 VENT
W/ STAINLESS
STEEL
OR BRASS ABLE HOLDER
C
JUNCTION BOXES
(NOT SHOWN) FOR THIt
INSECT
SCREEN
PUMP CABLES MUST
BE LOCATED ABOVE
ACCESS COVER®
THE 100-YEAR FLOOD ELEVATION
1"MIN.
AD
---
--
--
EL = 47.20
2
GROUT 47.2
GROUND EL. 46.5
FT
<I o
WW-
-�
I
I I-11
P
I
1/2"
CROWN
DEPTH
12.
SCREENED
VENT PIPE
DISCHARGE 4
ELEVATION
43.5 FT
OF WELL
2 FT
INTERMEDIATE
GUIDE BAR BRKT.
(USED FOR GUIDE
BARS OVER 10 FT,
LONG)
PIT
T
S
GROUT
CIRCLE
2" IYP.
CABLE HOLDER
T V W0
X
` R FURTHEST PROTRUSION OF ACCESS
FRAME FROM CENTER OF PIT.
Y a GUIDE BAR (2x)
Z 03 (SCHEDULE 40 PIPE)
TOP VIEW
o CLEAR INSIDE EDGE 02
I.D. OF ACCESS FRAME
LEAD PUMP ON 35.0 FT
H DIA. 0 2 ANCHOR
ITT FLYGT HDL o GROUT CIRCLE
TYPE CHECK VALVE GUIDE BAR, STAINLESSS 4 4 _ BOLT (8x)
COORDINATE W/ FLYGT SCHEDULE 40 PIPE) I(D
NOT BY ITT FLYGT) REF. POINt
o (4x DUPLEX)
PREFABRICATED REINFORCED
o CONCRETE MANHOLE
ELECTRIC POWER CABLE
o INFLUENT
PIPE
8" DIA.
EL. 37.5 FT
ALARM ON 37.0 FT
0
LAG PUMP 36.0 FT
i- ITT FLYGT LIQUID LEVEL SENSOR (4x DUPLEX)
CV GROUT PIT 4 ° PL
MIN. LIQUID LEVEL MUST NOT
NOM. SIZE I FALL BELOW TOP OF VOLUTE WD
PUMP ANDNPT J _- PUMPS OFF 34.25 FT UPPER GUIDE
(ALSO ALTERNATES M W BAR BRACKET
F 7 LEAD /LAG SEQUENCE) TYP.)
BASE ELEVATION 34.25 FT
a
12"BASE STONE 7"� 60D 4"ANCHOR BOLT (4X2" PROJECTION)
T 5' DIA. PRECAST
ALL DIMENSIONS IN INCHES CONCRETE WETWELL
----- -- ----
DIMENSIONAL CHART
NOM. VERSION STATION _ __ COVER
SIZE A B C D F G _H_ R S T -_U CV MW PL SIZE V W-- X Y Z_ AD
FP 2`r LT 1 a 4 4 2 64 3 34 28 t44 14 60 8 8 13 9 FLE-5 30 x 36 33 47 18 27 29 4
NO. 11 GAUGE & BEVELED
GALVANIZED STEEL BAND
WITH BOLT AND NUT
3/8" DIA DIAC. TENSION R005 AT E•^"
CATE & CORNERS OF LINE FENCING
WELDED 2" DIA. GATE FRAMES (TYP.)
MUSHROOM
FENCE DETAIL
NOT TO SCALE
# NOTE:
A BRICK OR WOODEN ENCLOSURE, DESIGNED
BY THE ARCHITECT AND SUITABLE TO THE
OWNER MAY BE SUBSTITUTED FOR FENCE.
1 0"
(NOT BY ITT FLYGT, CUT" -
TO LENGTH AT ASS'Y)
NOM. SIZE
NPT
F Eon
2" 0
U
4 4 �
5"DIA. PRECAST MANHOLE
B
PIT ALL DIMENSIONS IN INCHES
BASE SECTION
FP
i
DIMENSIONS AND WEIGHTS: NOMINAL DIAMETER AND MINIMUM WEIGHTS FOR ALL
I CHAIN LINK POSTS, FRAMES AND GATES SHALL BE IN ACCORDANCE WITH THE
FOLLOWING TABLE:
USE AND SECTION
OUTSIDE DIAMETER
MINIMUM WT. PER FOOR
NORMINAL INCHES
NOMINAL POUNDS
END CORNER AND PULL POST
(TUBULAR FABRIC HEIGHTS, 6'0"
2.375
3.65
AND LESS: ROUND
OVER 6'0": ROUND
2.875
5.79
INTERMEDIATE POST FOR FABRIC
HEIGHTS (TUBULAR) 6'0" AND LESS
1.90
2.72
OVER WO
2.375
3.65
RAILS AND POST BRACES
1.66
1.35
GATE POSTS FOR NOMINAL WIDTH
OF GATE SINGLE OR ONE LEAF OF
DOABLE GATE WIDTH 6'0" OF LESS:
2875
5.79
ROUND
13'0" OR LESS: ROUND
4.00
9.10
ISO" TO 18'0": ROUND
6.625
18.97
OVER 18'0"
6.625
24.70
GATE FRAMES 6'0" OR LESS IN
HEIGHT 8'0" OR LESS IN WIDTH:
1.660
1.806
ROUND
GATE FRAMES OVER 6'0" IN
HEIGHT OVER 8'0" IN WIDTH
1.90
2.72
ROUND
NOTE:
DETAILS SHOWN ARE TYPICAL OF INSTALLATIONS REQUIRED BY THE STATE.
THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
STATE CODES AND CONSTRUCTION STANDARDS.
THIS PUMP STATION IS TO BE PRIVATELY OWNED AND MAINTAINED.
ACCESS COVER
REF. LINE
K
(CLEAR INSIDE EDGE)
7
s
T\ YPICAL SIMPLEX
TYPICAL DUPLEX,
STAINLESS STEEL 1/4" CABLE,
OR CHAIN, AS RECOMMENDED
BY MANUFACTURER.
POWER CABLE
MIN. LIQUID LEVEL
J T
o NOTES:
1. Contractor to provide manual transfer switch
for portable emergency generator connection;
TO BE COORDINATED WITH OWNER, AND
MANUFACTURER. SEE SPECIFICATIONS.
2. LOCATE ANCHOR BOLTS USING CLEAR INSIDE
EDGE OF ACCESS FRAME AND CENTER LINE
OF PUMP AS REF. POINT. BOLT LOCATIONS
MUST BE HELD TO MAINTAIN EXACT POSITION
OF PUMP RELATIVE TO ACCESS FRAME.
3. GROUT OPENING FOR ACCESS FRAME.
4. COVER SHOWN IS FOR STANDARD DUTY ANGLE
FRAME.
5. Floodtight access cover to be provided; HALLIDAY
PRODUCTS SERIES FIR ACCESS DOOR, Floodtight regular,
or equivalent. See specifications for details on dimensions.
6. Contractor to coordinate power hookups, requirements,
and placement of poles, etc. with Progress Energy
and the OWNER.
o NOTES: 9C
1. DIM. TO ENDS OF GUIDE 2.5
BARS.
2. REPRESENTS CLEAR
INSIDE EDGE OF ACCESS
FRAME OR OPENING.
A REF. LINES taDRAONGD
DIMENSIONAL DWG 3' COVER
DISCH. - FP-3068.090/180 LT 2.5"FM DI UT
T
D C
�I B DIA. ANCHOR
2
VIEW ZD - Z❑ BOLT (4x)
FS12ZE
ra. - WEIGHT(Les)
VERSION -
PUMP DISCH
FP
_ LT_. 8° -- -20-
• ATTACH FORCE GROUT NEW FORCE
MAIN TO MANHOLE MAIN IN PLACE
WITH STAINLESS 45' BENDS AS
STEEL ANCHOR 0 - NECESSARY
STRAPS EVERY 2VF
• 7. SHOOTH, LONG
RADIUS BENDS
45" BENDS AS
LlF
PER NECESSARY OT
J I i I L
A ^ .
,
FORCE MAIN CONNECTION
TO CITY (PUBLIC) MANHOLE "B"
N.T.s.
b
3s2
40�y
e Q GROUT NEW FORCE
ry QJ� MAIN IN PLACE
24QO
PUBLIC MANHOLE "B"
CONNECTION
H.TAL
SEE SHEET 2 FOR PLAN VI=W
ACC
i
a
REV. NO. I REVISIONS pA
co,'", 4 I1aw,•r D.*. SwvfwR P.A, N Rya& nwaaw Rwr•P"clbP a "N •1 IM c,rit t. M aM• Ouc"n k w " fb . a GMbn. le lab
..a.aw14 b .aM• w Part �f wlttw, ..t •1 1" l S vw > Eayww, b'ohlwN6 ant, .'Jar bwa 11,• a'bbw W tlb•.a."•nl.
md," •IPwft R a e wlyw ..w a &. 9..R1w• a, o,y,w..nor a aw.bw.a & M wRe aw w. wwl
2"FM
FROM PSTA
y e
6"COARSE AGGREGATE
VALVING DETAILS
N.T.S.
3FXaTaT
ITT FLYGT CORPORATION, TRUMBULL, CONNECTICUT 06611
PORTIONS OF THIS DOCUMENT ARE THE PROPERTY OF ITT FLYGT CORP.
THEY HAVE BEEN FURNISHED UPON THE CONDITION THAT THEY SHALL NOT BE
RELEASED, DUPLICATED, USED, OR DISCLOSED IN WHOLE OR IN PART
FOR ANY PURPOSE WITHOUT THE EXPRESS WRITTEN PERMISSION OF
ITT FLYGT. WRITTEN PERMISSION HAS BEEN OBTAINED.
FP-3068.090/180 LT
SUBMERSIBLE DUPLEX LIFT STATION
NEW 2.5"FM
BENDS AS
UTILITY METER BASE TO BE
NECESSARY
LOCATED OUTSIDE FENCE,
2.5"FORCE MAIN OUT
LOCATION OF CONTROL
3- 90' BENDS
PANEL, ALARM, VENT,
1-2"X 2.5" TEE
AND LIGHTING. ETC. TO BE
2-2" CATE VALVES
COORDINATED WITH ARCHITECT.
2-2"CHECK VALVES
AREA INSIDE FENCE TO HAVE
IN WET WELL
6 MIL BLACK PLASTIC BENEATH
1
4" No.57 WASHED STONE,
ZO O
WITH AINATE ELECTRICAL PPROPRIATE AGENCIES HOOKUPS
JPJ�
5'DIA.PRECAST
k WETWELL AND
(6) PUMP STATION
()
R �N
E�
S q 5�F a
P PRK�NG PRE
WOODEN FENCE,
OR BRICK ENCLOSURE
r TO BE DESIGNED
r'� 1 BY ARCHITECT.
\ PUMP STATION / I
PUMP STATION DETAILS
Vineyard Pointe
LOCATED IN THE CITY OF WILMINGTON WILMINGTON TOWNSHIP
NEW HANOVER COUNTY NORTH CAROLINA
SEAL
20007
tL1Cne.0.3
dhollis O hdsilm.com
N.T.S.
Dale:
11- 07-03
Scale:
AS SHOWN
Drawn:
DSH, Others
Chxked:
DSH
Project No:
9844-9
HANOVER DESIGN SERVICES, P.A. i'"t Na
LAND SURWYOR-S ENGINEERS & LAND PLANNERS 8
319 WALNUT STREET
WIL
PHON GTON, N,C. 28401
PHONE: [phone]l:
OWNER: The NRP Group LLC
4030 Wake Forest Road, Suite 300
Raleigh, NC 27609
919- 719-2706
14:59:33 11/13/2
i �` I I � t t 1 � ' � �, r'. � - - :, rT- .- r ]• r--t-. 7- i.

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NOTE: NOTE: 404 wetlands on -site as shown. INV, 47,18 �
THIS PLAN TO BE UTILIZED AND CAMA LAND USE CLASSIFICATION: *DEVELOPED"
REVIEWED ONLY IN CONJUNCTION Why
WITH THE WRITTEN NARRATIVE,
WHICH IS AN INTEGRAL PART OF M
THIS EROSION AND SEDIMENT INV. 47.04
CONTROL PLAN.
CURVE RADIUS DELTA ANGLE TANGENT ARC LENGTH CHORD BEARING CHORD LENGTH MAILBOX
C1 701.12- 08 08'26" 49.89' 99. 62' S 17 54 00" E 99.53' MAILBOX �$
} APPROX. LOCA TION MAILBOX
1
I l EXIST. 8 "WA TERMAIN
1 LINE BEARING DISTANCE NAIL IN PIP
1 LOT 39 ASSUMED ELEVATON = 50.00
PINEDALE LOT 38R ' N/F L T. THOMAS L1 N 74-42'51" E 7.:
l M. B. 5 PG. 117 1 1 D. B. 1533 PG. 185 ■ NEW 5' CITY SIDEWALK 0 P
I INV 42' RCP ZONED: MF-M ALONG LULLWATER FRONTAGE P�
} LOT 37 tI MULTI-AFAMILY + 38.78 MULTI -FAMILY S)GLE-FAMILY ZONED. MF-M HEADWALL 49 N 85 51'42" E 255.81'
tt pglwj jrR FENCE I.
ZQNEDrei R-1© �, N/F STEVEN f^ NARVEY E,I,P, sEE % osCAPE BAN -= f -- r- R �Q�1o
�=
N/F{ ROBERr W.PnE l INV.=40.58 INV.= 42.13 N 85'53 07" E ft
175' 18~-�
_43 W:._..4.6-___---- - 1------~'- ~ ao a+u fr u 30
H aM
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1 .c'r r •
INV. 46.69 ADDRESS: 4818 Franklin Avenue
HEADWALL PARCEL ID: R04019-008-027-000 S '
OWNER 1 DEVELOPER: Its • s e
HEADWALL THE NRP GROUP, LLC
INV. 46.42 4030 WAKE FOREST ROAD •
SUITE 300 j
N/F DURANT RALEIGH, NC 27WO
919-719-2706 x +r
CIO
W/M 0 P PROJECT ARCHITECT: 1►
O CLINE DESIGN ASSOCIATES ' e7
125 N. HARRINGTON STREET ,
P SSMH RALEIGH, NC 27603
RIM = 48.88 919433.8413 , Emergency $
INV. 44.99 1 5pi11way=45.3
N/F SULLIVAN
MARKED CROSS
WALK, B"WHITE EXIST, � 14" OAK
N 6OIV RAAfFS nrTFR SMH i
CONNECT TQ 'J 12"AU011
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aa Iti °•x,,, ^ 1 j� <•, i r u+ P
e o p . " ! ' U1 O N:-
MAILBOX .�+ �� C` �� S
t , i -, s
\ * nSr. '�� uy t`. - -- UAILBO 18 gum \ \ 0� N, 9
�vq TO , Q \ L'I \ / 9 / /o `'' o a / J� �j 1 \V /� %r�0 Gel
r r / i u S A
Q"ar / z 'Si' 'u 4 7 b �`,t, \ Sh 6
•. a p \ n s bet Y w N T1 LI a4 CQ, i/ 44 64 1 LO \ @/ S
e + 7 1'O•'(.� ; t y� \ ,* * / y Yeµ sal" ,`� `n / �,� �, INSET of �GJ 1 h�il� \,�s/r �3 �� 45 A b
tt6 O P
ar 4ykAl45 �,ad� a a • �m �w OP L -20' FLARED END o �' ° SCALE: I"0 20' (k1 �� AOr \\
O
MARKET ST.
USRTE11dr74
75t104
FRAWLW AVE � ci
31TE "
�„I�tsaN Sr. qP
sIMfAY AVE,
LOCATION MAP
ti • `� N / a- I SECTION TYPICAL MAILBO �Q \
• / 18"RCP and MAILBO cs3 2
�7; / • . `'m / o Nw BOTH PONDS
erg , )� • 1 ' i� / °o°o° o - 24"RCP 70 POND 11w A uotio Vegetation Zone:
d50=3 oo°°oo s r 4 e0
/ ,�i \ + • 10 O°0°°° 'ia p 6:1 VEGETATED SHELF
Apron=l' °°°°o ° " s
a FROM EL- 42.0 TO \ \ r
_.�._ 1$ RCP FROM / z
1A 3 ` • R • �9� E.l.P. r °°°°° o POND / / ' W�M EL= 41.0. 6'WIDE ti
45 rt4 o P , a {' , 7- a r / u'� U� WSEL- 42.0 z ON
) w
MINIMUM OUTLET TO & FROM POND o 1 rot
,.�.,, \ ., + • ` W 'yam DIMENSIONS 7.5 cyt EACH
0 r+6 • • , _ ty 7 W/1M ���°(4 1 (c°�• /I
�\r• Q r ; • r , 48 o \_0 ��4 OUrLET PROTECTOR
46 OP �o r• \ 1 0, NOT TO SCALEp±sa$' 12 cherry61
'
• �.�ry'f�y K n"„
vi 47 V ' i
4 ° " 1 \ ra ` S F y 1 ' i= Rack to top of pipe
v 43 e 4 f .3 r �i 1 ` ` / / 0 ! both ides
t.
7 47 A 1 ar•\ .�+r A3 A ` *a • , ` W i SLOPE
q<J �a,\ � 6 45 7 . / uy W EMBANKMENT
46
nop
+ O
3 1 y ' \ m , I0' • ` ". �+ • , ,�_ - I.P. ot)TLET PIPE
h OP 4 l: 1�"1 A6,1 a
SEE N S ET - Aa m See NatratiYe for
� • � � SF O �• � i � , a � ,� � �,f additia.fll data.
THIS SHEET a F 1" +< a }, �. 2 y
t •
Q '4�F 2'S'' ys It $ / ` �2,. M %aOL 2'rnin.
` i r 0 4 NOTE: FILTER FABRIC IS TO
N • ► i dEftkw O _X_B£ PLACED UNDER ALL STONE
_ r 2,`a Q $ m1 a o,,,, °N OUTLET PROTECTION.
°1 y / P �^� O qa OR O_ y USE NICOLON MIRAn 60OX
N } , yat o.n , ,.,, 1 tr1 POLYPROPYLENE. OR EQUIVALENT
it r 5 COtIC , A.Eihy , $�P!• 1 ra vim„ SF
c' 1 , N OUTLET PROTECTION - S/DE VIEW
PSC I P
E.I.P. 7j r
IPIWO
0� ,o,r„ 00
445 w ��
_�,� 44 z
,� 43 •r y
cv
` `�' ♦ t 1 44 �
' - ,ata 45 N 6ytiR �.
1fR µ "°' •4 %P° 0 , 46 .ogEQ�liy. s pMiltq y
x /4
� � e•P� i P � � . � ,r „�, �� r �s s �
E.I.P.
LA >{ .�- # +•A` 65 �� ��0�• N/F LUTHER G. BROWN
Co e► / b \ LOT 47
LOT AREA = 6.27 acres 1m t{ a 1 m e, e ; �sg • '' ''
AREA OF DISTURBANCE - 5.0 acres t m • '' / m.
Park Seas, buffers, and t�O` M ` t " ar SF as OUTLET STR CT OMFACE
existing ditches not to be wr ` 1 e ..• f r i V um
disturbed except as shown. F t519 ,
m ` t e • s i Iy�111 N" 1 WEIR CUT
IMPERVIOUS AREAS - o` N+ O • gA¢ BOTH PONDS TRASH RACK
Buildings 41,501 sf cv L r G Q N
Parkin - 40,567 sf 'a•"• ± r J,
9 • •
1 a 1'wEIR CUT
•
_ F
F
Y
Other 39 900 s � , in
h1b / iy1 HOLE AT a
40 �7
EL
EVATION- 43.2
l
� pS 4w,'E5 �' �Q TRASH RACK E�LTED
AL O�yyERs ,�� o � SECURELY IN PLACE 4
LEGEND ` • • 1" • / �� ,.w,r.•ern }G�}OQt}}R0 P rV
EXIST. STORM DRAIN MANHOLE 1 ♦ • / R►50 itE }}EU z n WELDED UBARNGRATE,
3V �Nll� IV `d qy GALVANIZED,
DROP INLET rr w �,., a „�,. QE }�d1 �1n9OR EQUIVALENT
�-g-: EXIST. SANITARY SEWER MANHOLE w ,:,,,, raw, d SUIT Q� w SECURELY BOLTED OUTLET
/ op052•�l� IN PLACE 18"RCP
EXIST. WATERLINE 4 F/H ASSEMBLY ' //_ „
EXIST. DRAINAGE PIPE S �J_ ' & t° ate• �~
C SC1BA !k6 O�� CONTRACTOR
MAY
INSTALL
PLAN VIEW
,-c-� EXIST. GAS LINE SF 1 1,00G. t E Q ra DURING CCND LE C E D E
dS�y DRAINAGE FLOW L Z �� �0 13 44 fl9rJE
INDICATES SPOT ELEVATION 2��EC5 " W k AND O�IRM BY #57 STD STONE. FOP
T 1
+49. o 05
5 6,•4
2 � ALL SLOPES 6'min. 12'min. SEE PLAN EL-44.9
Q
40
20
0
40
80
4n'
1"=
CrAI P IM PrPT•
$ 90� ELBOW DONN
3:1 MAXIMUM w o FES 8 BELOW WSEL MAINTAIN CLOVER
Fore volume ni MASH
WSEL 20% of required LA,i OUTLET 4' RACK N OUTLET PIPE
1 =42.0 storage, typical a N PIPE WSEL= MlN. I-
0.5' - - - - - - jj _ _ - _ _ 42.0 WEIR cur OU7LET
�o� Foreboy 18""RCP
Q0 Oottom OUTLET �"' IINV=
min. �1ev.=39.0 PROTECTION 2
S� 9-GROUT INV AS ON PLANS Q 1 • PERFORATED OR CONG 42.0
y�oQ PVC W/ CRA VEL r �x� ..... , .., .. .
AND FABRIC F7L�]E(R� :-BOX JNV-4f.(J`
�• Armor as necessary POND BOTTOM PCNj;i�Z
minimum 1' Stone
ELEV 35.0 �` 40 Precast Conc.Box
FOREBAY SECTION DETAIL POND BorroM MAY BE OVER- N�SEC TION VIEW fY�e�t
EXCAVATED FOR SEDIMENT STORAGE
Capfrlpht O. HenaWv Demon SrW..% P.A.. AN dohts fewmil Rwroducfim w use of th* cantenis of this dacume+L or odditkns a Motiona to tl,b
document, in •Nrsla of port. •vtlrout Witten oonswt of Ow Laid Surveyor or Eno*w, is proh:Wled. Only ooPies lraa ibe wi*W of this documet.
mor* d rith tM W drW aWmIlwe and Qr9h[ t wd of th. Sw.+pr or En&e r, •hcW be cocsihma to a..4;d and VIM vapk •
0
NOT TO SCALE
POND No.1
PEAK DISCHARGE SUMMARY -
Q(10) pre -developed = 7.5 cfs
0(50) pre -developed = 11.0 cfs
0(10) post -developed = 7.2 cfs la WSEL = 44.9
Q(50) past -developed = 12.5 cfs a WSEL = 45.3
0000)post-developed = 15.4 cfs 8 WSEL = 45.4
STATE WATER QUALITY POND CONSIDERATIONS -
Surface Area required = 3,200 sf n
Surface Area provided = 3-,590 sf S710
Storage Volume required = 5,865 cf
Storage Volume provided = 6,600 cf
Storage Volume Drawdown Time = 4 days
SEDIMENTATION POND CONSIDERATIONS •-
Storage required = 3.5 X 1800 = 6,300 cf
Storage provided = 6,600 cf
FOREBAY CALCULATION:
Approximate Forebay Volume = 2,000 cf
20% Volume of Storage = 9,800 X .2 = 1,960 cf
VINEYARD POINTE - Wet detention / retention pond
POND No.1 -
Summary rN N/ WQ Additional Calculation Su ar for CDE R D
QUALITY COSID WATER A TY N RATIONS -
E E
area cnlculntions See Project Data Sheet
Impervious j
TOTAL IMPERVIOUS = 1.6 acres
TOTAL AREA DRAINING TO POND = 3.5 acres
3.5 acres total - 1.6 acres impervious = 1.9 acre green area
SA REQUIRED, 1.6 x 0.95 + 1.9 x 0.20/ 3.5 = 0.54, or 54%
At 7' depth, 90% TSS removal - SA/DA factor = e.!
3.5 x 0.01 x 2,1 = 3,200 sF SA REQUIRED
At Elev. = 42.0 = 3,500 sf SA PROVIDED
VOLUME REQUIRED, R=[(P)(PJ)<Rv)/12](A)
SEE PAGES A.1 and A,2, 'Controlling Urban Runoff,
A Practical Manual for Planning and Designing Urban BMPs'
(P)= 1'
(Pj)= 0.9
(Rv)= 0.05 + 0.9C3.6/3,5) = 0.461
(A)= 3.5
R- [(IX0A61)/12](35) = 0,135 acre-feet
= 5,865 cF REQUIRED STORAGE
At Elev. = 43.2 = 6,600 cf PROVIDED STORAGE
DRAWDOWN,
Average head From storage elevation to orifice -
43.2-42.0/2=0.6`
1' PVC drain to draw -down required storage:
Orifice equations Q = CA(2gh)^1/2
0 = 0.6(.0055)(64,4 X 0.6)^1/2
= 0,0205 cfs
T It 322,000 sec, = 4 days
FOREBAY REQUIREMENTS -
Approximate capacity = 9,800 cf X 20% = 1,960 cf
Provided capacity = 2,000 cf
I-' �.• s L
J
C�
4 1 5n CONC.
POND No.2
PEAK DISCHARGE SUMMARY -
000) pre -developed = 7.3 cfs
9(50) pre -developed = 10.6 cfs
Q(10) post -developed = 4.3 cfs a WSEL = 44A
Q(50) t-d l d- 7 2 f e WSEL = 44 9
} psf ¢
1A ;
tc!
IW'TTO eaut
i
i
c.i
2p j
1 cD ,O
12 maple
NOTE. COLLAR TO BE POURED AFTER µIN
PIPE 15 IN PLACE.
REINFORCING AS NEEDED
ANTI -SEEP COLLAR
NOT TO SCALE
pos eve ope - c s
0(100)post-developed = 9.1 cfs e WSEL = 45.1
NOTES:
1, PORTABLE PUMP TO BE USED TO DRAWN
NETtAAOS VECETAADN r110T>
W
POND MN CASE OF EMERGENCY. PUMP TO BE
DIE FOUOWNG SPEMS NERANOS WGETARON ARE SWIABLE
STATE WATER QUALITY POND CONSIDERATIONS -
PLACED ON TOP OF BERM MTTH SIXTEEN
FOR PLANTING ALONG THE STATE B:1 VEGETATED 9 F.
Surface Area required = 3,400 sf A
`1Z7©
ATTACHED TO HOSE MRET AND COVERED WIN
STM. HOSE OUTLET TO DRAIN ACROSS STABLE
IlPiATID AREA T ERL51'ON.
- SAGTTTARM LAW" (WWON ARR0110CAO)
- SAGITTARM LAA0WA (DM POTATO)
Surface Area provided = 14,e98 sf
- ,SAS CERNUUS (LLZARDTAlt)
Storage Volume required = 4,400 cf
Storage Volume provided = 7,500 cf
2. ALL UM MNG Rear WAMNS MUST BE LNIZURD
INTO THE STORM DRAINAGE COLLECTION
PELTAfNDRA VYN(iTNINiI (ARROW ARtdq
Storage Volume Drawdown Time = 4 days
SYSTEM OR INTO THE STREET/PARKING LOT.
TF ONE a? MORE OF THE SflMMO SPECES IS WNAVAII48L6
APPROPRIATE IIE?LNW WWTAWN COMMON TO Aft COASTAL
SEDIMENTATION POND CONSIDERATIONS -
EMBANKMENT TOP= 46.5
NORTH
caRaLINA REGION MAYBE SUBSTITUTED.EMERGENCY 100-YEAR WSEL= 45.4
Storage required = 2,5 x 1800 = 4,500 cf
SPILLWAY.= 45.3
TOP BOX = 45.9
STATE STORAGE VOLUME
Storage provided = 7,500 cf
ANTI SEEP
10-YEAR WSEL= 45.9 POND 1 - 6,600 cf
POND 2 - 7,500 cf
FOREBAY CALCULATION:
II COLLAR
WEIR CUT EL= 43.2
®EL= 43.2
Approximate Forebay Volume = 1,900 cf
20% Volume Storage = 9,600 X = 1,920
NORMAL WSEL-
42.0
of .2 cf
O PROP.18"RCP
LAJ
C?
OUTLET PIPE N
VINEYARD POINTE - Wet detention / retenton and
P
POND 1 - 35LF 00.6% 10'VEGETATED
SB
POND No.2 -
POND 2 _ 30LF 0 0.7% II CITY SHELF
r 01:iFR D FROM
Additional Calculation Summary For NCDENR DWQ
WATER QUALITY CAN IDERATI ONS
SEE NEXT SWEET a
v
FOR ADDITIONAL Ld
Impervious area calculations, See Project Data Sheea
OUTLET STRUCTURE
ANO EROSION CONTRO
6'VEGE7ATED
'.'.:.':::::..:::•::......•....:..................
TOTAL IMPERVIOUS = 1.2 acres
TOTAL AREA DRAINING TO POND = 2.5 acres
DETAILS.
STATE SHELF
s' 1
�r/\ POND 1 BOTTOMEL= 35.0
2.5 total - 1.2 Impervious = 1.3
EMBANKMENT
POND 2 BOTTOM EL= 36.0
'�
acres acres acre grlan area
E*
L=41.0 TO 42.0
Aquotic Vegetotlon Iona
POND BOrTOH MAY
9� � �'
SA REQUIRED: 1.2 X 0.95 + 1.3 x 0.20 / 2.5 = 0.56, or 56%
SEMON
8E OVER -
EXCAVATED FOR
NOT TO SCALE
�\ ' ' SEDIMENT STORAGE
At 6' depth, 90Y TSS removal - SA/DA factor = 3.1
2.5 x 0.01 x 3.1 - 3,400 sf SA REQUIRED
At Elev, = 42.0 = 4,000 sf SA PROVIDED
VOLUME REQUIRED, R=[(P)(P j)(Rv)/12](A)
SEE PAGES A.1 and A.2, 'Controlling Urban Runoffs
A Practical Manual For Planning and Designing Urban BMP5'
(P)= V
(P,j)= 0.9
(Rv)= 0.05 + 0.9(1.2/2.5) = 0.482
(A)= 2.5
R= I(1)(0A82)/121(2.5) = 0.101 acre -Feet
Dale:
11--- 07- 03
sca e:
1 "= 40'
Checked:
GA W
Project No:
9844-5
Orifice equation, 0 = CA(2gh)^1/2 : {4,
0 = 0,6(.0055)(64.4 X 0.6)^1/2 +,. ••+�Ni I�4,e• `� r•
= 0.0205 cfs �• It- ••••••.... HANOVER DESIGN SERVICES, P.A.
T = 368,000 sec. = 4 days a,aa S �`tey�� LAND SURVEYORS ENGINEERS d• LAND PLANNERS
FOREBAY REQUIREMENTS - - 319 WALNUT STREET
Approximate capacity = 9,600 cf X 20% = 1,920 cF , 7 F r YYILMINGTON, N.C. 2t3401
Provided capacity = 1,900 cf t'r • ®� PHONE: [phone]
dhollis ®hdsilm.com
Drawn:
= 4,400 cF REQUIRED STORAGE DSH
At Elev. = 43.2 = 7,500 cf PROVIDED STORAGE *r �� ��0 00"'1 ,
DRAWDDWN: ♦, • ,•••••,,& 4e�
�'I°. •&EssloN0-4•
Average head From storage elevation to orifice - �Q v .
43.2 - 42.0 / 2 = 0.6' et. do
SE IS
V PVC drain to draw -down required storage: 20007 �
w �
r Sheet No:
5
A
15:31:55 12/03/2
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