SW8080317_APPROVED PLANS_20120329

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 0 B 0 °5 v \
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 o
YYYYMMDD

N/F
WILLIAMS JOSEPH N MARGIE
R04917-003-032-000
ZONING - R15
(RESIDENTIAL DISTRICT)
50' TEMPORARY
CONSTRUCTION ENTRANCE
CITY OF WILMINGTON
CONCRETE APRON
(1) FH ASSEMBLY-
(1) 8%6" REDUCER
(1) 6" GV
SAWCUT AND RESTORE TO
ORIGINAL GRADES
EXISTING 8" WATERMAIN
(1) 8" TAPPING SLEEVE
(1) 8" TAPPING VALVE
EX SSMH
RIM 37.48
INV 31.00
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OWNER; NOT AVAILABLE I I c0
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SSMH No. 1A -
RIM t 34.5
MATCH EXISTING GRADE
INV t 30.47 I
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PRINCESS
REVISIONS
CITY
I 1)
2)
OF WILMINGTON WATER UTILITY NOTES:
WATER SERVICE TO BE PUBLIC AND PROVIDED BY THE CITY OF WILMINGTON.
SEWER SERVICE TO BE PUBLIC AND PROVIDED BY THE CITY OF WILMINGTON.
LEGEND
PACE DR.
}
oN gN
M
No.
Date
Description
3)
I
4)
THIS PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION
CONTROL REQUIREMENTS.
WATER METER(S) CANNOT BE SET AND ACTIVATED ON NEW MAINS UNTIL ALL
REQUIREMENTS ARE MET AND NCDENR HAS ISSUED THEIR "FINAL APPROVAL".
CALL 910-343-3910 FOR INFORMATION.
ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CITY
WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO THE CITY AND
-
EG6a
o
f�'
®
r f-
EXISTING CONTOUR
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
DROP INLET w/INLET PROTECTION
STORMWATER RUNOFF DIRECTION
MARKE o
za
z� o> %
3o a S fE
w ROA N
a � � ST.
z� wQ
oo
APPROVED BY USCFCCCHR OR ASSE. CALL 910-343-3910 FOR INFORMATION. 0 CONCRETE AREA
5)
IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY IN
ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)
(175)
LANDSCAPING w/AREA
-
BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
LIMITS OF DISTURBANCE
LOCATION MAP
6)
I
WATER AND SEWER SERVICES CANNOT BE ACTIVATED ON NEW MAINS UNTIL ENGINEER'S
CERTIFICATION AND AS-BUILTS ARE RECEIVED AND "FINAL APPROVAL" ISSUED BY
X TSF X
TEMPORARY SILT FENCE
NOT TO SCAM
PUBLIC WATER SUPPLY SECTION OF NCDENR AND "FINAL ENGINEERING
CERTIFICATION" ISSUED BY DIVISION OF WATER QUALITY OF NCDENR.
a
WETLANDS
7)
WHEN PVC MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED
TREE TO BE REMOVED
WITH NO. 10 INSULATED COPPER WIRE INSTALLED THE ENTIRE LENGTH AND STRAPPED
TO THE PIPES WITH DUCT TAPE. THE INSULATED WIRE IS TO BE STRIPPED TO BARE
WIRE AND SECURED TO ALL VALVES AND FITTINGS. THIS WIRE IS TO BE ACCESSIBLE IN
ALL VALVE AND METER BOXES FOR FUTURE LOCATION OF FACILITIES.
N/F
E
DAMS PETER R CAR
TREE TO BE SAVED I
8
ALL WATER MAINS ARE TO HAVE A MINIMUM OF 3-FOOT COVER.
08-000
R04917-004-008-00
D.B. 4359 P. 660
EXISTING LIVE OAK
39" CAL.
ZONING - CS
(RESIDENTIAL)
I
NOTE: ALL WORK WITHIN DRIPLINE OF OAK. a
TREE PROTECTION FENCING f- a
EXISTING 16" PECAN TO BE DONE BY HAND -
TO BE REMOVED CLOSE UP OF ORDER IN WHICH
z N WETLANDS, TEMPORARY SILT FENCE,
LIMITS AND
'��',,3 "OAK o �i RETAININOG WALL UARENCE PLACED.
o
WETLANDS
^��� S 87'21'44 E 365 36'
�n
� - - - - -- , �� � O .� � TSF X TSF TEMPORARY
P" PEE 1 "Pld t SILT FENCE
v_) � �.� .._• �. a_- x_ LIMITS 0
�� F
I DISTURBANCE
RETAINING
(sle)- o I
0' SI E B II__DIN SET ACK
� � WALL
13 l TP - T - I- 10 j - (2i3) _ 1 i"PIN M1 „PI uj
�
N G Dr DI No. 2 I O I 2" U o)` wa /
n RIM 33.4 �- 03'03'58' W � INV 29.75 y�O _i \ DI No. 1 32
S
RIM 32.60 g 69'98' SITE DATA:
RANDY L BLANTON
20' PUBLIC UTILITY EASEMENT -(2) 22 Yz BEND%' I 15 RCP - V 30.10 0
I- -- I _ - OWNER:
I TWIN12"GUM SITE ADDRESS: PARCEL 115 COVIL AVE
N.H.Co. PAR L No. R04917-004-010-000
6° C 00 VC T RM IN UBLI 8 1 DISTURBED vo _ a ^° 3 ea
2.22 ACRES
( ao �b16'PEC o AS�3g�3�'A 10 20" A oa ZONING AREA MF-MULTI FAMILY
�1.99 -
0 2" GANG METER ASSEMBLY s O 226).,
8"DOGWpOD 5.3 a a 35 C* W/8 34,4ETERS AND a° 1 o No. OF BUILDINGS 3
a o FEBCO MODEL # 860 MASTER SERIES ? BUILDING E 5,882.80 SF
BUILDING TWO 5,882 80 SF
5 BACOW PREVENTERS
I K-F'L/BULDING
O D ♦ u�6u / / 6� W . W W .I TOTAL BUILDING AREA 17,648.4 SF
_ BUILDING TWO _
19"OAK,, ss �4" FIRE SERVICE o
W/FEBCO MODEL # a (1) EB FIRE SERVICE / 2
INSIDE_BUL[LaNG - - I W/FEBCO MODEL # : FEE 35:0 -x I N F BUILDING COVERAGE 18%
< I INSIDE" BUILDING / - ,'" 'X - QA i MARKET NORTH INVESTORS, LLC BUILDING HEIGHT 36', 35'
c I D® I (1) 6"x4" REDUCER � �� �" .° R049175007 P. 91000
w 2" GANG METER ASSEMBLY I (1) 4" TEE 1 SETBACKS(REQUIRED)- FRON '
W/8 Y4" METERS AND I (1) 4" G.V. "° 14"GUM 17"?A JONING - MF-v1 (RESIDENTIAL) BACK T 25'
FEBCO MODEL I r� SIDE 20'
#860 MASTER SERIES Q ��w � tL SETBACKS (PROPOSED)- '
��w�����
BACKFLOW PREVENTERS III FRONT 66
�� BACK 1 14'
�K SIDES 61'/20'
RETAINING WALL PARKING REQUIRED
� I BUILDING ONE WOOD DECKING w MAXIMUM- 2.5 PER UNIT 60
�I
213) FEE 36.0 IQ I �y MINIMUM- 3 BEDR RO :2. D MINIMUM 54
1nI w w W � PARKING SPACES PROVIDED 81
�5 4 ° EXISTING ETLANEIS 7 o yx o' II
cV
W" Y TOTAL BUILDING AREA 17,648 SF
d '
I
PROPOSED ASPHALT AREA 28,075 SF
POOL �
RIM 34.1 - - - - -
PROPOSED CONCRETE AREA 4,712 SF
O 1
�nTOTAL IMPERVIOUS
IOUS ARE
.0 50,435 SF (52%)10GUM 7 J'PIlI E C MA LAND USE CLASSIFICATION RURAL
20'WEMERGEIN ��TREES REQUIRED (15x2.22ACRES) 34 f- I 2" GANG METER ASSEM LY F `. SPJLLJ"�AY 3320 INV TREES PROPOSED X
3 METERS AND/g IW �0 LANDSCAPING AREA REQUIRED: (28,075*8%) 2,246 SF
1 h FEBCO MODEL W LANDSCAPING AREA PROVIDED: 2,389 SF
FAIRCLOTH SKIMMER
h I KFLOVV PREVENTS _ " w STREETYARD AREA REQUIRED:
10 wGUM y T I W/0.90" ORIFICE HEAD (MAIN FRONTAGE - DRIVE WIDTH x 18')
o '
5� 0 1 PIN� 4,803.66 SF
o 11 "OAK y STREETYARD AREA PROVIDED. 65.42 SF
(290 87' 24' x 18')
o E 1 4 7
4
I'
L � �G� - �� ° W WI � I
� ,
BUILD�IG LHR� _ EE
FEE 35.0 P, ' 1I PINE
a � ��
(255) �'f sg8 a (1) 4" FIRE SERVICE 0 z 50
'
I O zio) k W/FEBCO MODEL #860 MASTER SERIES 1'1GUM
TOB 32.0
� INSIDE BUILDING FP 30.0
(1) 4"x2" REDUCER NP 28.0
-SDMH No.3 (1) 2" B.O. ASSEMBLY 0 28.5, I1"MAPLE
34.4 INV 29.25�v " _ a O W w ' i
INV 30. �
��a oo
RIM 33.9 v
O DUMPSTER WITH
SCREENING PER CITY CODE-
MA1NfiENANCE/ACCESS°EASEME4JT ` G
k' _ - -? rRETAINING WALL
\> (zss)N - - _ -'-` _ _ q \ EAS ENT AROUND POND
(158) 12"GUMI .u� 'P °,f•• .. '"
„ 6"G M 1 _ - 20' F ILDiNG SETBA X RCP 1oF_BA.. 1' AK a 1 GUy {N 15'0
�3 �.., i 24" FES INV 28.0
18 GUM �' DMH No 2 W/ 10'x15'x18" ED
TP x - 19 PINE
+ k L 3 3 2
LANDSCAPE SC EEN 3
S
6 8 ' RIM 33.5 1
s . _ _
S 84'50'07' `N INV 28.2
10' PARKING LOT TI BER BAFFLE WALL ��+ CEiVEI�
OAk SDMH No. 1 TEMPORRY POROUS BAFFLES
. -
�� RIM 1 MAR 2 2008 f'r e r
INV 29.1 9.1
5' CONCRETE SIDEWALK �� 1 13y: ,fA�r
N/F NOTES:
NEW DAWSON LIMITED PARTNERSHIP PLAN
T , �T I ALL ROOF DRAINS TO BE DIRECTED TO STORMWATER POND.
SITE I./aIV
R04917-004-011-000 SITE r
D.B. 3214 P. 447
ZONING - MF-M BAR SCALE 1"=20' 1 EXISTING UTILITY LOCATIONS TAKEN FROM CITY OF WILMINGTON
(RESIDENTIAL) 1 AS-BUILTS. CONTRACTOR TO FIELD VERIFY LOCATION AND
20' 10' I I MATERIAL TYPE PRIOR TO CONSTRUCTION.
ki
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1 S E A L
=n 032555
FSIDlGP
DATE 01-25-08
DESIGN PGT
DRAWN EJB
c I
SHEET 1 OF 2
07041

I
I
CITY
1)
OF WILMINGTON WATER UTILITY NOTES:
WATER SERVICE TO BE PUBLIC AND PROVIDED BY THE CITY OF WILMINGTON.
I
2)
SEWER SERVICE TO BE PUBLIC AND PROVIDED BY THE CITY OF WILMINGTON.
3)
THIS PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION
I
CONTROL REQUIREMENTS.
I
I
WATER METER(S) CANNOT BE SET AND ACTIVATED ON NEW MAINS UNTIL ALL
I
REQUIREMENTS ARE MET AND NCDENR HAS ISSUED THEIR "FINAL APPROVAL".
CALL 910-343-3910 FOR INFORMATION.
4)
ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CITY
I
I
WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO THE CITY AND
I
I
APPROVED BY USCFCCCHR OR ASSE. CALL 910-343-3910 FOR INFORMATION.
5)
IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY IN
ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)
I
I
BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
I
I
6)
WATER AND SEWER SERVICES CANNOT BE ACTIVATED ON NEW MAINS UNTIL ENGINEER'S
CERTIFICATION AND AS-BUILTS ARE RECEIVED AND "FINAL APPROVAL" ISSUED BY
PUBLIC WATER SUPPLY SECTION OF NCDENR AND "FINAL ENGINEERING
I
I
CERTIFICATION" ISSUED BY DIVISION OF WATER QUALITY OF NCDENR.
L�
I
I
7)
WHEN PVC MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED
N/F
I
I
WITH NO. 10 INSULATED COPPER WIRE INSTALLED THE ENTIRE LENGTH AND STRAPPED
N MAR
WILLIAMS JOSEPH N MARGIE
o
TO THE PIPES WITH DUCT TAPE. THE INSULATED WIRE IS TO BE STRIPPED TO BARE
R04917JOSEPH
=
8�
Z
WIRE AND SECURED TO ALL VALVES AND FITTINGS. THIS WIRE IS TO BE ACCESSIBLE IN
ZONING - R15
w
1
I z
0I
:
—
ALL VALVE AND METER BOXES FOR FUTURE LOCATION OF FACILITIES.
N/F
(RESIDENTIAL DISTRICT)
Jo
I H
X
�
DAVIS PETER R CATHERINE R
13
w
8)
ALL WATER MAINS ARE TO HAVE A MINIMUM OF 3-FOOT COVER.
R0491 �004-008-000
w
ca
OIw
z
D.B. 4359 P. 660
x I
I
Z I
�
I
EXISTING LIVE OAK
ZONING `� CS
0
a
Co I
39" CAL.
(RESIDENTAL)
I
/
Q I
w I
p I
z
NOTE: ALL WORK WITHIN -
OF
N
TREE PROTECTION FENCING
_____�DRIPLIfJE
50' TEMPORARY
CONSTRUCTION ENTRANCE
CITY OF WILMINGTON
CONCRETE APRON
(1) FH ASSEMBLY
(1) 8"x6" REDUCER
(1) 6" GV
SAWCUT AND RESTORE TO
ORIGINAL GRADES
EXISTING 8" WATERMAIN
(1) 8" TAPPING SLEEVE
(1) 8" TAPPING VALVE
EX SSMH
RIM 37.48
INV 31.00
OWNER: NOT AVAILABLE
ZONING - R-15
(RESIDENTIAL)
SSMH No. 1A�I
RIM t 34.5
MATCH EXISTING GRADE
INV t 30.47
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\ / N/F
I NEW DAWSON LIMITED PARTNERSHIP
R04917-004-01 1 -000
D.B. 3214 P. 447
ZONING - MF-M
I(RESIDENTIAL)
SITE PLAN
BAR SCALE 1"=20'
20' 10' 0' 20'
5' CONCRETE SIDEWALK
LEGEND
- - - -- EXISTING CONTOUR
29.63 EG EXISTING SPOT ELEVATION
1�o PROPOSED SPOT ELEVATION
(ikk DROP INLET w/INLET PROTECTION
�— STORMWATER RUNOFF DIRECTION
CONCRETE AREA
(175) LANDSCAPING w/AREA
..� LIMITS OF DISTURBANCE
X TSF X _ TEMPORARY SILT FENCE
WETLANDS
TREE TO BE REMOVED
}
ITREE TO BE SAVED
'03'03'58"
S W
j 691.98,
SITE DATA:
OWNER:
SITE ADDRESS:
N.H.Co. PARCEL No.
TOTAL AREA
l
DISTURBED AREA
ZONING
No. OF BUILDINGS
No. OF UNITS
BUILDING ONE
BULDING TWO
l
BULDING THREE
Illlil
TOTAL BUILDING AREA
N/F
;III;MARKET NORTH INVESTORS, LLC
'
BUILDING COVERAGE
11II R04917-004-013-000
BUILDING HEIGHT
li it D.B. 5017 P. 919
LOCATION MAP
NOT TO SCALE
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
j ;III ZONING - MF-M (RESIDENTIAL) SETBACKS (REQUIRED)- FRONT
BACK
li SIDE
!I SETBACKS (PROPOSED)- FRONT
BACK
II II�RETAINING WALL SIDES
3.0" FAIRCLOTH SKIMMER
W/0.90" ORIFICE HEAD
Ili II�1
E
U TOB 32.0
FP 30.0
NP 28.0
1 r'�i1 A PALE
I III
I ICI
I �I
RETAINING WALL
(AROUND POND
i.i 'IlI
15l'OAKI
l
BAFFLE WALL
POROUS BAFFLES
1kg
200Z R Z Nnr
Q2AT:232U
RANDY L. BLANTON
115 COVIL AVE.
R04917-004-010-000
2.22 ACRES
1.99 ACRES
MF-MULTI FAMILY
3
36
5,882.80 SF
5,882.80 SF
5,882.80 SF
17,648.4 SF
PARKING REQUIRED
MAXIMUM- 2.5 PER UNIT
MINIMUM- 3 BEDROOM:2.25 MINIMUM
PARKING SPACES PROVIDED
18%
36', 35'
25'
20'
1114'
61'/20'
90
81
78
TOTAL BUILDING AREA 17,648 SF
PROPOSED ASPHALT AREA 27,348 SF
PROPOSED CONCRETE AREA 4,705 SF
FUTURE ASPHALT AREA 727 SF
FUTURE SIDEWALK 500 SF
TOTAL IMPERVIOUS AREA 50,928 SF (53%)
CAMA LAND USE CLASSIFICATION RURAL
TREES REQUIRED (15x2.22ACRES) 34
LANDSCAPING AREA REQUIRED: (28,075*8%) 2,246 SF
LANDSCAPING AREA PROVIDED: 2,389 SF
STREETYARD AREA REQUIRED:
(MAIN FRONTAGE - DRIVE WIDTH x 18')
(290.87' - 24' x 18') 4,803.66 SF
STREETYARD AREA PROVIDED: 4,765.42 SF
RECREATION AREA REQUIRED: 1.08 ACRES (47,045 SF)
.03 ACRES PER DWELLING UNIT (.03 x 36)
a
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REVISIONS
Date Description By
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ACTIVE AREA: 5,F S
PASSIVE AREA: 5,675675 SF
RECREATION AREA: 10,815 SF
PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTEC
FENCING WALL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREE
ESSI
NO CONSTRUCTION WORKERS, TOOLS MATERIALS OR VEHICLES ARE PERMITTEDV '•, //;
THE TREE PROTECTION FENCING. (-
�N55
NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AN y
SILT FENCING HAS BEEN INSTALLED AND IMPROVED. D.• GP
TREE PROTECTON FENCING TO BE MAINTAINED DURING CONSTRUCTION AND LA
CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTR
ON TREE PROTECTION REQUIREMENTS AND METHODS. DATE 06-20-08
DESIGN PGT
NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THE LIMITS DRAWN EJB
OF DISTURBANCE SHOWN ON PLANS DATE PRINTED
ALL ROOF DRAINS TO BE DIRECTED TO STORMWATER POND•JUN 2 0 2008 C
EXISTING UTILITY LOCATIONS TAKEN FROM CITY OF WILMINGTON AS-BUILTS.
CONTRACTOR TO FIELD VERIFY LOCATION AND MATERIAL TYPE PRIOR TO
CONSTRUCTION.
3
ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO SHEET 1 OF
07041
MEET MUTCD STANDARDS.

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ORIPUNE
-U
PLAN
STRUCTURAL ROOTS
STRUCTURAL ROOTS LOCATED
FEEDER ROOTS
NEAR BASE OF TRUNK ARE
FEEDER ROOTS ARE LOCATE
NEEDED TO GIVE SUPPORT TO
ENTIRE TREE IF REMOVED,
AT "DRIPLINE' OF TREE
ELEVATION TREE CANFAIL AND DAMAGE
AND PROVIDE TREE WITH
PROPERTY.
MOISTURE AND NUTRIENTS.
SEE NOTE 2 & NOTE 4
SEE NOTE 1 & NOTE 4
TREE PROTECTION DURING CONSTRUCTION
1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT
UPRIGHT IN HIGH WINDS, REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING
CONSTRUCTED.
3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
METHOD OF TREE PROTECTION DURING CONSTRUCTION
SD 15-09
NOT TO SCALE
STEEL POST
WIRE FABRIC
FILTER FABRIC
U
i- LJ
NOTES:
1. FENCE FABRIC
SHALL BE A MIN. OF 32• IN W14111 AND
SHALL HAVE A
MIN. OF SIX LINE WIRES WITH 12 STAY
SPACING.
2. FABRIC SHALL
BE FOR EROSION CONTROL AND MIN. OF
36' IN WIDTH.
FABRIC SHALL BE FASTENED
ADEQUATELY TO
THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
TEMPORARY
NTS
SILT FENCE
BRASS NIPPLE
BRASS PLUG
3/4%
3' (TYP.) OR I•
TAPS MADE ON P.V.C. AND CLASS 50 & 51
WCME WON PIPE WALL BE MADE USING
�- -
A TAPPING SADDLE CONFORMING TO PART S.
SECTION II-1 AND PART 6, SECTON YI-C.
BRASS NIPPLE •r z 1YLE
F
3/P MRB STOP
T P.
INSTILLED IN A VALVE
SPUD
BOX MRB STOP ARE 'r
SFItNCE LINE TYPE K SOFT COPPER
HATER MAN
MALLEABLE BRASS TEE
(TYPICAL) BZE -r
`
"•�
`_SPUD
PORATON COG(
ASS NIPPLE (MALLEABLE. 1,Hpool) Y x 6-
3/4• MRB STOP
SPUD
BRASS TEE (MALLEABLE)
3/4• X T• X •r (TYPICAL)
`
4�^
MEWLED SERVCES
I SIZE •r I.D.
1
3/4•
STANDARD WATER VALVE
CONCRETE SIDEWALK-I,,,BOX & COVER MARKED C
CONCRETE CURB &
. ,
CLEAN-OUT
SEAL CLEAN -our STAG
W/DUCT TAPE (SEE NOTE 2)
PVC OR CIP
PVC OR GPI
//
PLUGOVI r/N'14NGSINUT (SEE NOTE 2)
SAp�LE TILE
OR
NOTES
1-SEWER TAPS TO BE PERFORMED BY CITY CREWS EXCEPT
JAPgyC
WYE `SEE NOTE
SEWER MAN
WHEN TEES OR WYES ARE INSTATED IN NEW MAINS LAID
BY THE CONTRACTOR.
2-THESE ITEMS SHAL BE INSTALLED WHEN NO HOUSE
CONNECTION IS MADE AT C.O.
GUIDELINES FOR STANDARD
CLEAN -OUT
SANITARY SEWER HOUSE
SERVICE
SD 3-04
MOT M SOLE
•
SECTION X-X
BENDS & TEE:
xJ PLAN TEES
BEND
PLAN & ELEVATION PLUGS
SIZE
6
A BENDBS
16"
To'
A5 BEN
1 9"
BS
22A1 2 ENDS
A TEES
10"
B
12"
CPLUGSD
10 21'
8
22"
12"
13
16"
10"
26'
14
i6
20
14'
36"
12"
29
127
16'
N4'
U2"2
18"
24"
16
41
14'
35'
19'
22'
27
18'
48"
16"
38
21'
24'
30'
20
54"
NOTE: Based on 1.5 x working pressure of 100 PSI plus AWWA Water Hammer.
All bearing surfaces to be carried to undisturbed ground.
STANDARD THRUST BLOCK FOR WATER MAINS
SD 4-10
NOT TO SCALE
(USE IN UNPAVED AREAS)
27'0 PRECAST
CONCRETE COUNT
.Ati
. .� ...�
1
MINIMUM
NNECTON
KR 26 WITH CLEAN -OUT
JOINTS BB00%% n
SOR 26 FOR SEWER SERVICES
REVISIONS
2-2 1/2' HOSE NOZZLES
SITE
WORK NOTES
6-60 degree threads per inch
4 1/2' PUMPER CONNECTION FACE
� „Elora
AT 3a raERWASM)
jp-ayz;E Nquesw E cuanl
(I/4 MEIN oPD+p+cs) I
- A
1.
THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
Date
Description
By
TO CENTER LINE OF STREET
AA}
Wcoor OR A
_ - - - A o
1W L24"
2.
CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE,
CLEARING CONTRACTOR
4 1 2 " Steamer Nozzle- National Standard
/
tki �W'WHED 1
'kl �'1 RCP I
Yr
SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
4-60 degree threads per inch
y tl .n, -,1' i+T
HYDRANT MUST HAVE :': 3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
BREAK SECTION OR FIAu w"�0fslEDhsrwE� 6 ��'". a 1.0" I.D.-VEGETATION, VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
4 �'-;,
REMOVABLE BARREL
• Lei.
nsL`(I _ STEEL PIPE fo
' --
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
W " ON OVER
MAMD "WATER* C
L J.•
r scoEO,P)
4.
MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AN THEIR
D EIR GEOTECHNICAL
'• -
�6 4'-0" �,6"L
I � � L7.5" WEIR
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
:,>,,.,..
- - -
its
PLAIN
5.
DISPOSAL CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
BURY LINE FLUSH
a' CONSIRUC,IDN SPECIPMAIONS:
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY,
N I MATH FINISH GRADE :A: GALV. BAR GRATING - 1" x 1/B" 6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
w
a
AAA. 1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING
THE INLET.
BEARING BARS (MAX OPENING 4").
7.
THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
A'i 2. ORNE 5-FGOT STEEL POSTS 2 FEET INTO THE GROUND RLIFAED FASTEN WITH TYPE J CLIPS. ATTACH EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
C.I. VALVE BOX I
SUER IUNOWG OF INLET.SPACEPOSTSND
E 4Y AROUND
TO 1-1/4" x 1-1/4" xt/4"
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
FEET
THE > 3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. GALVANIZED ANGLE FRAME. MORTAR FRAME 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
GATE v MIN SIZE s" ¢
SECURE THE WIRE MESH m HE s m POSTS AT THE TOP
E
ATTACH GALVANIZED WIRE
TO TOP OF OUTLET STRUCTURE AND FACE OF WEIR.
PROPERLY PERMITTED FACILITY AS REQUIRED,
TURN RIGHT TO OPEN a MIDDLE, AND BOTTOM. PIACNCA 2-FOOT FLAP OF HIRE 1161Fi
RIGHT CLOTH OVER SMALL DIAMETER 9, THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
MESH UNOER 7HE GRAVEL FOR ANCHORING IS RECOMMENDED. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH 3 ORIFICE (8 MESH WIRE) EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING
DRAIN
4. PLACE CLEAN CRAKE (NCDIS j5 OR /57 WIND T ON A 2:1
SLOPE A HEIGHT OF 18 INCHES THE "RE. AND
.020
SIGNIFICANT N INC„ OR GREATER) R INFA.L EVENT. 1
'EB
ANY EXCAVATIONS
IN ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC
STANDARD SIDEWALK DETAIL CLEAR THE M H WIRE OF ANY DO Ms M OTHER AREAS OR IN PRIVATE
EAOUND
sLODEH ro A+ EVEN cwoE.
SD B-1 S 5. ONCE THE CONTRIBUTING DRAINAGE AREA w5 BEEN STABILIZED,
HE
�� TO PROMOE ADEQUATE Ftow FOR CITY F.P. 32.5
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
SUBSEQUENT LANs. TAKE CAPE NOT TO DAMAGE f-
S
NOT ro SCAE REMOVE ACCUMULATED SEDIMENT, AND ESMBIABN iN11 GRADING EIEVATONS. OR UNDERCUT THE MRE MES„ WRING SEDIMENT
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
STATE F.P. 31.0
S. COMPACT THE AREA PROPERLY AND STABILIZED IT WIN GROUNDCOVER. REMCI REPLACE STONE AS NEEDED. OP OF BANK
10.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
"'='"''
7CONCRETE
HARDWARE CLOTH AND
18" RCP
GRAVEL INLET PROTECTION
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
PAD
I
APPROPRIATE PERSONNEL.
NOTE: 15" X 15" X s"
NTS
I
11.
EXISTING SURVEYING PERFORMED BY PAUL D. TALBOT, PLS, AND SUPPLIED BY THE OWNER,
NOTES:
12,
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
1-SEE SD 4-02 FOR JOINT RESTRAINT REQUIRED 1.
WATER METERS ARE TO BE PROVIDED BY THE CITY
INV_2.9.0 NORMAL POOL 29.
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
2-DUCTILE IRON PIPE REQUIRED ON ALL HYDRANT 2.
ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC
m
PRIOR TO INSTALLATION,
BRANCH LANES
RIGHT-OF-WAYS AND/OR EASEMENTS
INV. 28.5
13.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
3-HYDRANTS SHALL BE: 3.
NATIONAL STANDARD OR APPROVED EQUAL
WATER METERS SHALL NOT BE LOCATED IN DRIVEWAYS
o
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
4-SEE DETAIL SO 4-29 FOR TRACER WIRE
0'-6-
I
14.
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
LOCATION
MAX 8'-0'
AT FINAL GRADE.
WHERE R/W WIDTH PERMITS
6"� 4'-0" � 6%
15.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
GUIDELINES FOR STANDARD HYDRANT
RGE CAST IRON METER BOX
��� `�
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
TEMPORARY�BOTTOM
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
SD 4-01
.0
16,
ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
NOT TO SCALE
W
SECTION A - AGRAVELWORKMANSHIP,
MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
FILTER
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
YDRANT 31V GALVANIZED RODS FULL IT JOINT
17.
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
6' RIPE
DETENTION POND NO, 1 OUTLET STRUCTURE
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
•
2'-6»
NTS
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
Oo " oTO MAN
MIN
18.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
511
TOP OF RETAINING WALL 33.5 TOP OF RETAINING WALL 33.5
AND INSTALLED IN ACCORDANCE WITH MNUFACTURER'S REQUIREMENTS.
6' EMBANKMENT
19.
USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
31.0 FLOOD POOL EL 31.0 31.
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
HwRART Mcs ears RETAINER CLAM
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
TYPE "K" SOFT
NIGHT REFLECTING,
JOINT RESTRAINT HYDRANT
COPPER NBING MUELLER H-1422
'" i NORMAL POOL EL 29.0 TOP OF SHEAF 29.3 ,
20.
DUCTILE IRON SHALL BE CLASS 50.
TO 1ST FULL JOINT a PIPE
d
METER YOKE W/12 RISER
FORD VF66-12, VF77-12
BOTTOM OF SHELF 28.5/ J 1
21.
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
3/4• TIED Bars
�t SHOUT APPROXIMATELY 28.5 10
STRENGTH OF 3000 PSI 028 DAYS -AIR ENTRAINED.
FOREBAY 3
22.
FIELD TESTING SHALL BE DONE BY N INDEPENDENT TESTING LABORATORY PAID FOR
YDRANT 3/4• GALVANIZED R
2»
CURB STOP
1� MAIN POOL
CLEAHOUT 25.0 1.3
3 1.3�
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR.
1-1/2" OR 2" WITH BOX
BOTTOM EL 26.0 ,
1 CLEANOUT
23.
SEE GEOTECHNICAL REPORT NO. DATED BY
(�
WATER SERVICE
• POND SLOPE TO BE SEEDED IN ACCORDANCE EL 20.0
_-_ FOR ADDITIONAL REQUIREMENTS.
ARM ASSEMBLY
TO SEEDING SPECIFICATIONS
^IYv1'
SD 4-06
• 10:1 VEGETATED SHELF TO BE PLANTED -BTM EL 19.0
CONSTRUCTION
SEQUENCE
i
WITH WERAND SPECIES I.E. PICKEREL WEED,
DUCK POTATO, ROSE, BLUE FLAG,
1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
TIE BOLTS
pSWW &O
'C" ENCLOSURE • A MPINILL BE PROVIDED ORES THE BASIN
2.
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL
R
FOR MAINTENANCE AND EMERGENCIES
G
BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
MINT RESTRAINT HYDRANT TO MAIN TEE
DETENTION POND NO, 1 & FOREBAY SECTION
3.
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
MS
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
SUPPORT
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
GUIDELINES FOR HYDRANT JOINT RESTRAINT
PROSEPECTIVE VIEW
WATER ENTRY LINT
4.
CONSTRUCTION.
ALL EROSION CONTROL
SD 4-02
NOT TO SCALE
PREVENT SAGGING
SCEHDULE 40 SUPPORT POST STAKE 70 SUPPORT WIRE
PVC PIPE VENT PVC PIPE z4' INTO eoTroM
PVC END CAP ARC ELBOW OR SIDE
MEASURES TO BE INSPECTED AFTER EACH RAIN,
SILT FENCE AND INLET PROTECTION ARE O W CLEANED WHEN 0.5 FEET DI SEDIMENT HAVE
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL. SEDIMENT TRAPS ARE
11-4
27'0 PRECAST l ' SCHEDULE 40
CONCRETE COLLAR FINISH PVC TEE J - PVC END CAP PVC PIPE
GRADE \- PVC PIPE 3' HOLES
IN UNDERSIDE
.r• , •,.. / I , CONNECTED TO ORIBLE HFlIC 0
\�\\ \ \\ e
3'-0• FRONT VIEW
MIN. �\//\fir \/ /� �\�\/\\/�`� vuvE Box END VIEW
G SKIMMER DETAIL
HIS
- VALVE BOX
WITH LID
GATT VALVE
N
iP:UP:Uirllir/.1A•I
1
GATE VALVE
MECH. JOINT
5.
CLEANED OUT AS STATED OR WHEN HALF FULL.
IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
O
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
6.
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
04
_
ORIFICE PLATE
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
_ PVC TEE
7.
ENTERING STORM DRAIN PIPING,
A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
1'rl
W
8.
ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF
R MESH OR SIMILAR, STAPLES OR TRENCHED INTO
ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS.
E-4
BOTTOM OR SIDE 9.
MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE,
E-4
P'
10.
MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
y
CROSS SE0ON OF�ROUS� 11.
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION,
z
0
NTS
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
2'x6' TREATED LAP TOP ELEV 31.0
(2) TREATED 2'6"
MAINTENANCE
P (9jjP d
1.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
E-4
1'x6' TREATED T&G SLATS
2.
ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
(2) TREATED 2 4
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
THE
1.4
y
z
SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
�
3.
SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK
BOTTOM 19.0
AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION
E-1
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
w
SEE DETAL FOR STANDARD WATER SERMM NSTAARON '�'• B07( YT/\ //\' \' \' ♦ ♦ ♦' ♦ -
♦y " GRAPE ><j <` 5\\ \ \ d ••
M.S. CuTTING-IN VALVE N.J. M.S. CUTTING -IN SLEEVE
STANDARD GANG METER ASSEMBLYI I
SD 4-09 4r LONG SWEEP CUTTING -IN VALVE AND SLEEVE
NOT TO SCALE -. 9f1' ew0
� d
c1A OR TOOLED n:*�+1 GRADE SD 4-15A
JOINT R.'-l--drti MIN.
(USE IN UNPAVED AREAS)
I NOT TO SOLE
A 4' .SURfONEFIf DRAIN TO DAYLIGHT •' d
R WIR rorD 12' MIN.
80' MAX. � 1,rORAfT
;6 BRANCH CONNECTION GREATER C 2 NTT = 'E
THAN 6' OR WET AREAS + +
FRAME :
SANITARY SEWER TYPICAL LATERAL SERVICE CONNECTION MINIMUM AVERAGE WEIGHT 40 LBS. sas
SD 3-10 • .....
3 NOT To STALE PLAN
o.7s' REDUCED PRESSURE PRINCIPLE ASSEMBLY eMCME
V-81 2" INDOOR HORIZONTAL INSTALLATION E
TALI q OAwFO �- SM GIT a WRESTS NTS wAEn� _
WJL tm9f RE ETAS METER
z' 0
ort .25' I RON
I IWm ((`vT m4TRAER WAIL)
3/1' abPUMRR
Mm COREL 11 PE Ca1EE n Ip I -�
Y n VIRMINALTRAGOt WAR
BROOM FINISH PFRPENDOULVR 1RES � \` IL� IRRR OWt
TO PEDESTRIAN FIDW ERECTION WATER WIME
1.5"
PLAN V SECTION C SECTION D SERAIL ,P.cm W.E
�{ To HA10E MTS
6' ,• g• V-RIBS B COVER
a' HATER A MINIMUM AVERAGE WEIGHT 20 LBS. TO SAGE MTs
q I 1 DYE.) INTER MIN
Y
(� OR �
12 5(pPE 1;A2 SLOPEMETERNOTE
I.
CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1' PER COURSE
2. CONTRACTOR MAY USE ECCENTRIC M.M. UNIT SEiMCE TR¢ER
WRAP WANE MOUNT 1R� ROE SINL E 010 COPPER SOLD GORE COPPER
4• NDE'M.W( , .v . . WWRM MAN TWICE OM) MIRE WM G/SppAo pL R661Aa EEMATIox. s11AI ro
30DO PSI III III -III • oSk•,={•,.::�,i <:� lam: tip f }i i » L. r'i4 •TIES ' 6• 1014 DUCALLME 10
HYPE AT 12-FT. SITIONNS. STOPNA AMIN
CONCRETE I I Ali AIL- I. Aar scaE ro AL mnRwr TE rmwx WARE SNAL E
SECTION "B-B' 1'-7 3 e' 9. Z;
SECTION "A -A" (TO E USED FOR DROP MN AS SPECIFIED) 2.25' 25 0 ALCE89BIE A ALL IM 1eDRUas AO WflER Bm¢M.
MI6-1o/t0 W.W.M. COMPACTED �� TRACER WIRE DETAIL
SUBCRADE 1.75"
SECTION STANDARD SANITARY SEWER MANHOLE 5.75' 5.75' AWN SO 4-29
MIS
WHEEL CHAIR RAMP SD To SCALE02V-5 5 8" 0.375• 10 (PAC a POLYEBATENO
NOTTYPICAL SIDEWALK AND A SECTION A SECTION B
NPEEL CHAIR RAMP DETAIL a -
SEE A FOR PIPE
WATER METER BOX ORI
1'-6" x 1'-0" z .080 STD. ALUM. SD 4-13 PLAN r
HANDICAPPED PARKING SIGN NOT TO SCALE
RESERVED O READ "RESERVED PARKING" PON - MyR�. NG & COVER PRECAST 4 RISER RING V�
WITH IDENTIFICATION SYMBOL. o WHERE RUNOFF IS DIRECTED FRAMEYI UNNRRS5WDH �\
BOLT TO WO. POST W/ 3/8" CANDIUM o is AWAY FROM CURB CUTTER 1� STEPS O 12' GC
PARKING SHALL SLOPE AWAY AS SHOW
PLATED NUTS, BOLTS & WASHERS. -(- - I
❑ SEE PUN CUSS A CONC. co„c. caLAA
9" x 1'-0" x .080 STD ALUM, SIGN TILIX F , C�LENr - - - J
® TO READ "VAN ACCESSIBLE", o y�l.�t- A S,PIM6 bl EdUARI AS3HALT SLOPE ' 3 • S•R ATM SEAL
BOLT OPOST
1 PLATED NUTS.. BOLTS &WASHERSNDIU
o
o ENERGY DISSIPATORDISSIPATOR L4„. STEPS ELM
l0�^1
' NE
I � G® I
I e• CONCRETE sEEWMM I
EXPAMSON JaIT 1/2' I A,
PIAU I I I143A nAA
e' GRNFWWr ATOM
2"x6' CAP BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED.
DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
DRAINAGE, SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT,
2"x6" SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
8'x6' TREATED POSTS ONCE A WEEK AND AFTER EVERY RAIN EVENT.
18"z18'x36" CONCRETE 6' O/C 4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS
FOOTING OW) 6'
FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE r
TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF �••/
2•x6• ACTIVITY ASSOCIATED WITH A SWALE.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED. n -
RAND RAIL -SEE ARCH-- THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST 1•�1
gWJ
24' MIN. e' BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH
1 (; FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD
BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC
118 { STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED, IF ROCK FILTERS AREEC11O,' ST`!Je � DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED
SECTION OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
Fl 15 CONTAIN - ll! - ( •. _ -_.� OR IS DAMAGED. ITY HAS Z
LLED BD7 L: --' J 1�PAFFLE DETAIL 6 BEENE HALFNT ILFI BLED REMOVED
SEDIOMENT SEDIMENT
IMTHE ROCK WHLL BEEN E CLEANED OR REPLAI DDESIGNED STORAGE CWHEN
GALV HORI; JT -RTS THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES f
RONF. O 8 D.C. WILL BE REPAIRED OR REPLACED IF THEY COLLASPE. TEAR DECOMPOSE OR BECOME 0
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMIENT WILL BE REMOVED WHEN W
o II DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE, FLOATING SKIMMERS WILL BE
FILL CORES SOLID w/GROUT INSPECTED WEEKLY AND WILL BE KEPT CLEAN, r ,Cd
r1 OREINFORCING 7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HASPVC DMNS W a) U
TER W N. TER FAeRIS ` #4 0 24" O.C. BEEPOOH NO LONGER WITH DRAINS OR IFT. THE ROCK
ROCK IS DISLODGED, CLEANED BAFFLES WILOR DL BE EN THE REPAIREDEOR ENT 0
MH W D &NAILED '#*.-1i•J 2 1/2" REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE. THEY WILL BE REPLACED � o �
I -" r PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF H..T CO
--; THE HEIGHT OF THE 1ST BAFFLE, FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND S-R
WILL BE KEPT CLEAN. 0 1 I L
- p4 O 12" D.C. 8. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING Z IZ co CIO z
_ 2" CUR. TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE r CO �
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS. ALL 1 T 1 w
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS. L-L
c T 9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES AND 4-)1 1
- - J INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY. ^^ Cn 0 0 0 w
L---- --- J W N a
L3' CAMR. {4 O 24' O.C. • IN PAVED AREAS /�
Y-4' USE MONUMENT CASING w '� Y-I
2" CURB STOP WITH 2" PVC PLUG SPPJNG-PERMANENT GRASMER SING H�
PER
4PICAL RETAINING WALL SECTION JEEM �E /ex., O o
I96EAA WRWAWS a \ (� � a �T�-H O METER BOX* 2" PVC 18' LONG /IP COUPLING sWxA LLwmvA 30 �`
(MONUMENT BOX IF IN PAVEMENT) STORED IN
45 DEGREE ELBOW 7M
ING 4" PVC PIPE 24"LONG TEMPORARY SUMMER GRASSDETAIL,M°`""KoaI IS
STONE SING MlDrnIRE SEEDING NOTES
J ai WE ��1 1. WEE A EV ARNWAL a EKED. EN YWCFA
ypyN WLMT 40 E IRE ameoW ERp1&M4 SAY a SMARD Max WIExr a CYNDE E-
m COTE A PST. EWIIO.AME MW E NERVOUS 7IIM s e/Ow M111POIErABt
x TE IVNINa AO MRILL
ARA M-6BAOWCMIF WY 1MI Ee E
z STONE suWRnuRe AT A E OF M ME SEEDING DATES
2' IP BRASS PIPE & FTFRNGS 0 »LNG NOTES MeL 1 - AAr 16
M]IMAe - We 13- is
PlOWaI - ,E ,.Nn ,s
DENTIN Rq - AAR ,s-RP. ,s SOIL AMENDMENTS
ARr AWED Aa RRWMSt Nxmptl ro SOIL ,rns a MRr 3Aa
SOL AMENDMENTS 1WWWU AmWOR31WE IAR8101[ YAD Soo WV.W io-io-,6 rammR •'•
, y..e. CONCRETE BLOCKING 1ouoW RwrcaaR OF M less; a MRr END WINE GROSS AWEIR-
IIWYt MOMIE A I Ao MIME 10-10-10 RRIEOA.
MULCH
MULCH AMY 4.RP mn AbAI MRHa LOIRMpI &T,EX OF MAnQ
L 2' CORPORATION
MAIX AaTaiN lrcnic W,M ATPLT. AAK. a ramp own
ATLY 4JK0 MIME 9M. NaTNI xlxl N DCI&I61[M gRWI; rERW.
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MAINTENANCE
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PIPE OR DITCH
W/ NATURAL GROUND.
EranWrs W RWaWm E xN nur AEaIME W13Qa. IFFmIIE ATA ,AAa v-
wulrE lE weW1A APq INN IS a". MININK RPFA
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FB
_ �
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TO READ "MAXIMUM PENALTY $250, OU -� PI AN some „Ea "0
12` - GS 20-37.6. BOLT TO WD. POST a DRAINAGE AWAY FROM CURB CpFO
T,DLQ SS WITH 3/8' CANDIUM PLATED a1 BLOCK( M.N. ELEV VARIES
LEGEND BORDER -GREEN NUTS, BOLTS & WASHERS. FINISHED / - - 5 3/4
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE PRESSURE TREATED 4"z4' POST.T. GRADE 9 e'
1-1/2"R( ) 1-1/2"R(TYP) , %V. CLASS A CONC. FORM NSW
TM - - z APHALT SLOPE 4
MAXIMUM VAN 3 3' `� s•
VAN
BRICK
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- �I I -III- p 6 3 •. �/B'R•• • • 3000 P51
i III -III III �-T_ I �. '-
!I_ -----I I --II+ ^ 2� - '�
��� D ��pE pD COARSE AGGREGATE CONC.M H RINGS
BACKGROUND BO DER GREEN - WHITEBACKGRO AND
BORDHERE GREEN III -III III 1~ DRAINAGE TOWARD CURB SECTION
-III-III-I-III TEMPORARY GRAVELLED
TYPICAL HANDICAPPED SIGN DETAIL CONSTRUCTION ENTRANCE
NTS NTS
6W' RP RAr N aqN MDT Em W/ was: awR.T AT WSOaA01
2• 1or - 12' WM '-0' ARAN FOR CAAMY
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'm PAVEIIDFT 3/4"DRNDOW
LINERS CLASS 2 RIP RAP
saLMG I MU a 12" THICK WITH FILTER FABRIC
SEMNt
CTION i�iA I�HP FORMING DETAIL
CURB SECTION STORM DRAIN MANHOLE DETAIL DROP INLET DETAIL RESIDENTIAL DRIVEWAY STREETS WITH NO CURB
NTS SD 8M05 SCOUR HOLE DETAIL
LATE ��oEf
TEMPORARY FALL GRASSING DETAIL
GRIIISSM
PERMANENT GRASSING DIET
SSG MDaM
SEEDING MIXTURE
AEtOQ `jeitf..b(� i/ooMl
;IR„ ( ) I20
�tf dWsO (KoOW N
.92Fi�S' ii /i�(�(�il
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SEEDING AY%TURE
BEG MII(EpU 0f 1Wp a
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sews, lws, le wMnmCOlw)I "• so
SEEDING NOTES
MSwo IS
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MOUNT NS _ AWL 15-DEC. 15
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e1'w:M
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SEEDING DATES:
MOlnlwq -AAA Zia m FM ,o-WA' ,s
SOIL AMENDMENTS
SOL �� WUN 2 20`r1,R
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MULCH
MULCH
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of NWOWn M 1mIrAA ItR TF Iwnwrvy m alwM mmpady cwv 0rypk
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q Ham.
II IIIIII I I Y /
,/
D32555 =
Vol
/ FS D. GP'\\\
DATE 06-20-08
DESIGN PGT
DRAWN EJB
C 3
SHEET 3 OF 3
07041

N/F
WILLIAMS JOSEPH N MARGIE
R04917-003-032-000
ZONING - R15
(RESIDENTIAL DISTRICT)
50' TEMPORARY
CONSTRUCTION ENTRANCE
CITY OF WILMINGTON
CONCRETE APRON
(1) FH ASSEMBLY-
(1) 8"x6" REDUCER
(1) 6" GV
SAWCUT AND RESTORE TO
ORIGINAL GRADES
EXISTING 8" WATERMAIN
(1) 8" TAPPING SLEEVE
(1) 8" TAPPING VALVE
EX SSMH
RIM 37.48
INV 31.00
OWNER: NOT AVAILABLE
ZONING - R-15
(RESIDENTIAL)
SSMH No. 1A
RIM t 34.5
MATCH EXISTING GRADE
INV t 30.47
REVISIONS
PRINCESS
No /pate
Description
I CITY OF WILMINGTON WATER UTILITY NOTES: PLACE DR.
1)
WATER SERVICE TO BE PUBLIC AND PROVIDED BY THE CITY OF WILMINGTON.
T .
r N
I
I
2)
SEWER SERVICE TO BE PUBLIC AND PROVIDED BY THE CITY OF WILMINGTON.
LEGEND
3)
THIS PROJECT SHALL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION
EXISTING CONTOUR
MARK
gT.
8w
m¢
CONTROL REQUIREMENTS.
EXISTING SPOT ELEVATION
w > i
I
WATER METER(S) CANNOT BE SET AND ACTIVATED ON NEW MAINS UNTIL ALL
"FINAL
EG
o0
PROPOSED SPOT ELEVATION
<�
fE
3�<S
REQUIREMENTS ARE MET AND NCDENR HAS ISSUED THEIR APPROVAL". /�
I
oA
910-343-3910 FOR INFORMATION.
DROP INLET w/INLET PROTECTION
a
INCALL
Sz.
4)
ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CITY
®�
STORMWATER RUNOFF DIRECTION
zQ
¢
M
WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO THE CITY AND
I
I
APPROVED BY USCFCCCHR OR ASSE. CALL 910-343-3910 FOR INFORMATION,
0
CONCRETE AREA
5)
IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY IN
ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)
(175)
LANDSCAPING w/AREA
BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
LIMITS OF DISTURBANCE
LOCATION
MAP
NOT ro SCALE
I
I
6)
WATER AND SEWER SERVICES CANNOT BE ACTIVATED ON NEW MAINS UNTIL ENGINEER'S
TSF
CERTIFICATION AND AS-BUILTS ARE RECEIVED AND "FINAL APPROVAL" ISSUED BY
X X
TEMPORARY SILT FENCE
PUBLIC WATER SUPPLY SECTION OF NCDENR AND "FINAL ENGINEERING
0
WETLANDS
CERTIFICATION" ISSUED BY DIVISION OF WATER QUALITY OF NCDENR.
I
7)
WHEN PVC MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED
WITH NO. 10 INSULATED COPPER WIRE INSTALLED THE ENTIRE LENGTH AND STRAPPED
0Iw
TO THE PIPES WITH DUCT TAPE. THE INSULATED WIRE IS TO BE STRIPPED TO BARE
Z
I-1
WIRE AND SECURED TO ALL VALVES AND FITTINGS. THIS WIRE IS TO BE ACCESSIBLE IN
/
I
ALL VALVE AND METER BOXES FOR FUTURE LOCATION OF FACILITIES.
ALLR
I
Io
w
DAMS PETER
v
I
8)
ALL WATER MAINS ARE TO HAVE A MINIMUM OF 3-FOOT COVER.
R04917-004-008-000
o
w
D.B. 4359 P. 660
N
ZONING - CS
Iro
I
(RESIDENTIAL)LIU
�--�
03.03'58"
W
gS
3 69 98'
SITE
DATA:
o
OWNER:
RANDY L. BLANTON
SITE ADDRESS:
115 COVIL AVE.
Z
?'s
cl`iI
~
N.H.Co. PARCEL No.
R04917-004-010-000
)
TOTAL AREA
2.22 ACRES
a
I
DISTURBED AREA
2.05 ACRES
ZONING
MF-MULTI FAMILY
0
I
No. OF BUILDINGS
3
No. OF UNITS
36
I
BULDING ONE
5,882.80 SF
PROPOSED TEMPORARY IMPACT B
BULDING TWO
5,882.80 SF
(88.4 SF / 0.002
AC)
BULDING THREE
5,882.80 SF
TOTAL BUILDING AREA
17,648.4 SF
y
N/F
I MARKET NORTH iNVESTORS,
LLC
BUILDING COVERAGE
18%
R04917-004-01
3-000
BUILDING HEIGHT
36', 35'
D.B. 5017
P. 919
ZONING - MF-M
(RESIDENTIAL)
SETBACKS (REQUIRED)- FRONT
35'
BACK
25'
SIDE
20'
SETBACKS (PROPOSED)- FRONT
66'
BACK
1 14'
LORETAINING WALL
SIDES
61'/20'
PARKING REQUIRED
MAXIMUM- 2.5 PER UNIT
90
r0c.,,
MINIMUM- 3 BEDROOM:2.25 MINIMUM 81
PARKING SPACES PROVIDED
78
:
1*
EXISTING IMPERVIOUS
1,050 SF
1 0
TOTAL BUILDING AREA
17,648 SF
I'
PROPOSED ASPHALT AREA
27,350 SF
IPROPOSED
1
CONCRETE AREA
4,712 SF
TOTAL IMPERVIOUS AREA
50,760 SF (52%)
x
1
CAMA LAND USE CLASSIFICATION
RURAL
II 1
TREES REQUIRED (15x2.22ACRES)
34
TREES PROPOSED
3.0" FAIRCLOTH SKIMMER
W/0.90" ORIFICE HEAD
TOB 3X0
FP 31.0
NP 29.0
LANDSCAPING AREA
REQUIRED: (28,075*8%)
2,246
SF
LANDSCAPING AREA
PROVIDED:
2,389
SF
STREETYARD AREA
REQUIRED:
(MAIN FRONTAGE -
DRIVE WIDTH x 18')
(290.87' - 24' x
18')
4,803.66
SF
STREETYARD AREA
PROVIDED:
4,765.42
SF
RECREATION AREA REQUIRED: 1.08 ACRES (47,045 SF)
.03 ACRES PER DWELLING UNIT (.03 x 36)
ACTIVE AREA: 5,140 SF
PASSIVE AREA: 5,675 SF
TOTAL RECREATION AREA: 10,815 SF
O
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I I I I O DUMPSTER WITH N
- - — — — —
1 I SCREENING PER CITY CODE - o_ - - — — �°� — — I
C, PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTii71V CAR���
MA1NYENANCE ACCES aEASfaMENT RETAINING WALL FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES �`
-- ° — AROUND POND TOOLS MATERIALS OR VEHICLES ARE PERMIT S E A L
10' MAINTENAN 1CONSTRUCTION\ �Q��E�I�.
A 1 I ET BUILDIN 24 —� THE TREE PROTECTION FENCING. _ 1737
_ NO WORKERS T00 PERMITTED
— a 3 2SETBACK �►.� o: 4 : a
24" FES INV 28 0 Z
1 - �C� NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING A %��
r I _ - SDMH No. 2 W/ 10'x15'x18" ED 1 /A'' •......•R
I I �$� X— �" SILT FENCING HAS BEEN INSTALLED AND IMPROVED.
'�� g63.82' RIM 33.5 1 �REGO
10' PARKING LOT LANDSCAPE SCREENING - �_ S 84 50'07" INV 28.2 "" I \\\
TREE PROTECTON FENCING TO BE MAINTAINED DURING CONSTRUCTION AND
1 X�:� TI BER BAFFLE WALL CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTIO
��$�•- DATE 08-11-08
I X SDMH NO. 1 ON TREE PROTECTION REQUIREMENTS AND METHODS.
�� RIM 34.0 TEMPOR RY POROUS BAFFLES DESIGN PGT
1 I a INV 29.1 I NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THE LIMIT DRAWN EJB
1 5 CONCRETE SIDEWALK 1 OF DISTURBANCE SHOWN ON PLANS
1 1 N/F ALL ROOF DRAINS TO BE DIRECTED TO STORMWATER POND.
I I NEW DAWSON LIMITED PARTNERSHIP SITE PLAN 1 c 1
I R04917-004-011-000
1 I D.B. 3214 P. 447 EXISTING UTILITY LOCATIONS TAKEN FROM CITY OF WILMINGTON AS-BUILTS.
1 1 CONTRACTOR TO FIELD VERIFY LOCATION AND MATERIAL TYPE PRIOR TO
ZONING - MF-M BAR SCALE 1"=20'
1 CONSTRUCTION.
(RESIDENTIAL) r I `Il1�lo8u SHEET 1 OF 3 I 20' 7o' o' 20' ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO
MEET MLtTCD STANDARDS. 07041

Approved Construction Plan
Name DD t(
Planning
Traffic
STORMWATER MANAGEME T PLAN
APPROVED
CITY OF WILMINGTON
ENGINEERING DEPARTMENT
DATE PERMIT #
SIGNED-----I-----
ILL
N/F
O
z
a
WILLIAMS JOSEPH N MARGIE
O
R04917-003-032-000
¢
IT
ZONING - R15
U
(RESIDENTIAL DISTRICT)
o
<
1
USE: FAMILY RESIDENTIAL
LU
C
I
�
�
w
o
50' TEMPORARY
0- 100
CONSTRUCTION ENTRANCE
I a
0
ILO
CITY OF WILMINGTON
CONCRETE APRON
x
w
CAPE EEAR PUBLIC unLnr umroBnv NOTES:
LEGEND
1) WATER SERVICE TO BE PUBLIC WITHIN RIGHT-OF-WAY. WATER SERVICE TO BE
PRIVATE ON -SITE. OWNER TO HIRE LICENSED UTILITY CONTRACTOR TO MAKE TAP.
--
EXISTING CONTOUR
2) SEWER SERVICE TO BE PUBLIC WITHIN RIGHT-OF-WAY. SEWER SERVICE TO BE
PRIVATE ON -SITE. OWNER TO HIRE UCENSED UTILITY CONTRACTOR TO MAKE TAP.
I
For each open
utility cut of
E963
EXISTING SPOT ELEVATION
3) THIS PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION
CONTROL REQUIREMENTS.
City streets, a
$325 permit
'�°
PROPOSED SPOT ELEVATION
WATER METER(S) CANNOT BE SET AND ACTIVATED ON NEW MAINS UNTIL ALL
Shall be required
from the
REQUIREMENTS ARE MET AND NCDENR HAS ISSUED THEIR "FINAL APPROVAL".
City to
CALL 910-343-3910 FOR INFORMATION.
prior
occupancy
®
DROP INLET w/INLET PROTECTION
I 4) ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CFPUA
and/or project
acceptance.
WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO THE CITY AND
CLOSE UP
OF ORDER IN WHICH
�- �-
STORMWATER RUNOFF DIRECTION
d APPROVED BY USCFCCCHR OR ASSE, CALL 910-343-3910 FOR INFORMATION.
WETLANDS, TEMPORARY SILT FENCE,
p 5) IF THE CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION HE SHALL APPLY IN
CONCRETE AREA
w ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)
-
LIMITS OF
DISTURBANCE AND
BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
I
RETAINING
WALL ARE PLACED.
6) WATER AND SEWER SERVICES CANNOT BE ACTIVATED ON NEW MAINS UNTIL ENGINEER'S
"FINAL
WETLANDS
(175)
LANDSCAPING w/AREA
CERTIFICATION AND AS-BUILTS ARE RECEIVED AND APPROVAL" ISSUED BY
I
PUBLIC WATER SUPPLY SECTION OF NCDENR AND "FINAL ENGINEERING
TSF
TSF TEMPORARY
- -
- LIMITS OF DISTURBANCE
CERTIFICATION" ISSUED BY DIVISION OF WATER QUALITY OF NCDENR.
X
71 WHEN PVC MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED
I I
SILT FENCE
X TSF X
TEMPORARY SILT FENCE
WITH NO. 10 INSULATED COPPER WIRE INSTALLED THE ENTIRE LENGTH AND STRAPPED
LIMITS OF
TO THE PIPES WITH DUCT TAPE. THE INSULATED WIRE IS TO BE STRIPPED TO BARE
WIRE AND SECURED TO ALL VALVES AND FITTINGS. THIS WIRE IS TO BE ACCESSIBLE IN
I
DISTURBANCE
WETLANDS
ALL VALVE AND METER BOXES FOR FUTURE LOCATION OF FACILITIES.
8) ALL WATER MAINS ARE TO HAVE A MINIMUM OF 3-FOOT COVER.
RETAINING
I
WALL
TREE TO BE REMOVED
TREES TO BE SAVED:
UNREGULATED, REGULATED, AND SIGNIFICANT TREE INVENTORY
( 1 )
MAPLE
is"
( 1 )
MAPLE
14"
( 1 )
MAPLE
11"
( 4 )
MAPLE
10"
( 5)
MAPLE
8"
( 1 )
PECAN
16"
( 1 )
MAGNOLIA
8"
( 1 )
MAGNOLIA
4"
( 50 ) TOTAL TREES TO BE SAVED
TREES TO BE REMOVED:
REGULATED TREE INVENTORY
0Ui
ST. >w z¢
ya OQ Q
URSfE
cwi tzi ST. N
wQ
LOCATION MAP
NOT TO SCALE
REVISIONS
Description By
V �
W
( 26 ) TOTAL TREES TO BE REMOVED
x NOTE: ALL WORK WITHIN \ law SITE DATA:
\ TRIANGLE SIGHT DISTANCE TREE PROTECTION FENCING a
o N TO BE DONE BY HAND OWNER: RANDY L. BLANTON
x w SITE ADDRESS: 115 COVIL AVE. a
w / \ I K. MAILING ADDRESS: P.O. BOX 10137 O Z
TSF ? _ WILMINGTON, NC 28404 N
X 7 , N.H.Co. PARCEL No. R04917-004-010-000 W
1-7 , x' Q"xn x T �'�' 39' OAK / p, R04917-004-009-000 Ey�
° \ X I / 1- TOTAL AREA 2.22 ACRES H
S SZ2L�4" T F Bw 280 P TW
BW zi.e ADD' DISTURBED AREA 2.14 ACRES O a
ZONING MF-M MULTI FAMILY MEDIUM DENSITY
v l -_ Sr V1 CAMA LAND USE CLASSIFICATION URBAN
CO No. OF STORIES BUILDINGS 3 Iz H
I N \(219) BUILDING 29 730 V L
I oo 4 0 u I w SF PER FLOOR 4,865 SF O I~a-I
_ x z16 x o SF PER 9,730 SF
- h rw 33 .o TOTAL SF SF � 1`"I
�' ^ R30 0 SIG G H USE 13 I- �( ) - 0_SI E B It_DIN SET ACK 11
N y D B REM VED)1 _i I O I 12 �16) ew 2 .0 18 PIN 1 "PII 4 TOTAL FOOTPRINT AREA 14,595 SF
of N G DLd
EDMRIMN34I7 IL RIMN33.4 Bw vs No. OF UNITS PER BUILDING 12 UNITS W 46 F
NI o \ INV 30 3 INV 29.75 0 6 I O 1 0" U NUMBER OF BEDROOMS PER UNIT 2 BEDROOMS w ~
a _y 12' RCP 0 ��O ��A (4) WHEEL STOPS I �' p TOTAL NUMBER OF UNITS 36 UNITS - E-4 a
O 8"X4" TS&V (11), 6" 90' 1 / HANDICA RAMP
e -� -� J RIM 32.70 .98' S8° W W Z ^ 04
04
I 1 I _ (2)3„ 45. ,� --► H
° \ SDMH No.3 DI No. 1 10.00 g ( I 36 3> C, (SEE DETAIL) � ( ) ' z p w �S '98r BUILDING COVERAGE 15% � W
RIM 33.0 I 69
END PUBLIC (P ROW) \\ I 2 �� d 1 6"' 90' BEND _y 28.3 -► V 30.10 BUILDING HEIGHT 36, 35
4 C-900 PVC WATERMAINAT (PUBLIC) , I ° / R 118.50 8.00 � 8.001 BEND O M � � ¢ i 15 RCP � w
I: �
T ° ' e I TWIN12"GUM 8'NA APL Z W
JACK AND BORE (TYPICAL)- -- T
EXISTING 8" WATERMAIN- c /
(1) 8"x6" TS&V
(1) 6" GATE VALVE
6" C-900 PVC WATERMAIN (PUBLIC)
(END PUBLIC AT ROW) I /
(1) 4"X3" REDUCER
(1) 2" MASTER METER I / M
(1) 3" BACKFLOW PREVENTOR SDM M 5
RIM (4.7
6" RPZ BACKFLOW INV 130.5
PREVENTOR jl
PRIVATE 6" C 900 PVC -
(FIRE MAIN)
20'X70' SIGHT DISTANCE ` 1 (�
TRIANGLE'
EXIST. DRIVEWAY-,/ I I
EXISTING CP&L ROWE
POLE #PN34L °
/ O
N/F �{
OWNER. EAKES PROPER/Y(ES
ZONING - R-1
(RESIDENTIAL I �e o
USE: GROUP QUARTERS (RES I
CARE) I _
EXIST. FIRE HYDRANT
SAND FILTER INLET
76'X8'X1.5' (DUAL CHAMBER) I IT I I oa
RIM 33.8 z; 2
BOTTOM 31.0
(SEE DETAIL) I I
I
� I
EX SSMH ` I I I
RIM 35.24 I
INV 30.80
IE 30.90 (6")
CORE & BOOT
EXST. MANHOLE
CO INV 30.93-
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i CITY OF WILMINGTON FIRE DEPARTMENT NOTES
DEPARTMENT NOTES
1. HYDRANTS MUST BE WITHIN 150' OF THE FDC.
Q 2. THE FDC MUST BE WITHIN 40' OF FIRE APPARATUS PLACEMENT. TREE TO BE SAVED
2 3. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3" CLEAR SPACE SHALL BE MAINTAINED }
L` AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC.
U
1 4. HYDRANTS MUST BE LOCATED WITHIN 8" OF THE CURB.
z Z S. NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO CONSTRUCTION OF THE BUILDINGS. N/F -}-�
_I 6. CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION. DAVIS PETER R CATHERINE R \ TREE PROTECTION
7. TEMPORARY STREET SIGNS SHALL BE INSTALLED AT EACH STREET INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS \
rr R04917-004-008-000
p w ALLOWS PASSAGE BY VEHICLES. D.B. 4359 P. 660
I{-1 ZONING - CS
w
(RESIDENTIAL)
co\ USE: FAMILY RESIDENTIAL
NUMBER
TYPE OF
TREE
TREE SIZE
( 1 )
PINE
19"
( 2 )
PINE
17"
( 2 )
PINE
16"
( 1 )
PINE
12"
( 1 )
PINE
10"
( 1 )
OAK
30"
( 1 )
OAK
20"
( 1 )
OAK
19"
( 1 )
OAK
17"
( 1 )
OAK
16"
( 1 )
OAK
14"
( 1 )
OAK
13"
( 2 )
OAK
12"
( 1 )
OAK
11"
( 4)
OAK
loll
( 1 )
GUM
15"
( 1 )
GUM
14"
( 2 )
GUM
12"
( 1 )
GUM
11"
( 4 )
GUM
loll
( 1 )
GUM
9"
( 4 )
GUM
8"
NUMBER
TYPE OF
TREE
TREE SIZE
( 1 )
PINE
18"
( 1 )
PINE
15"
( 2 )
PINE
14"
( 1 )
GUM
18"
( 1 )
GUM
16"
( 1 )
GUM
15"
( 1 )
GUM
14"
( 2)
GUM
13"
( 1 )
GUM
12"
( 2)
GUM
10"
( 2 )
GUM
S.
( 1 )
TWIN GUM
12"
( 1 )nnrwnon
IWIN
12"
( 1 )
DOGWOOD
8"
( 1 )
OAK
9"
( 2)
MAPLE
loll
( 2)
MAPLE
8"
( 1 )
MAGNOLIA
8"
( 2)
MAGNOLIA
6-
�J O 1 c� E SETBACKS (REQUIRED)- FRONT 35 I --I
C-900 PV W7E d 6 FDC Ft^o _
a R5.00 z I BACK 25'
R18.00 - „ SERVIICE ° °° o}` I TW 32.9 Y SIDE 20'
a 5, 258) ei 1) 6 90° 8B0 ° r AAA 007 AERA ION/ ALL
z8'o 4g3 ¢ SETBACKS (PROPOSED)- FRONT 66'
5 0 3" G NG METER SEMBLY 5 d N SYS7 M 9 S E8DG AIL A Tww 32 o M SIDES 61'/20' BACK 114A 124
2t� n a INSIDE BUIL NG 34 233
i B"DOGWIOO v� 5 ° O MT 32.5 ' o o BW 27C PARKING REQUIRED Z7 Z
STOP SIGN A A 2 3/4",METERS AND m ° 4" HDPE MAXIMUM- 2.5 PER UNIT 90
i FEBCO M EL # 860 MASTER SERIES ° �o INVERT: 27.7 MINIMUM- 3 BEDROOM:2.25 MINIMUM 81 z
6"x6" CRO S O 3,Oo O ° R .00 BACKFLrPREVENTERS 34. / PARKING SPACES PROVIDED 81 A W ,7-I
" GATE VALE a F C 0. R _ a a OPOSED TEMPORARY IMPACT B HANDICAP SPACES REQUIRED 4 � 0
Q
FIRE HYDRANT e O �° ° 5a° �O ° / 97 34,- R3 ° W .W. ;1'(88.4 SF / 0.002 AC) HANDICAP SPACES PROVIDED 4 �
z2 CO INV 32.50 / INV �58.2 y 00 1 4"OAK - . BICYCLE PARKING SPACES REQUIRED 5
0 / FEBCO MODEL - BUILDING TWO ( /` ) d Tw 3a.s W o 10 OA "iVj L BICYCLE PARKING SPACES PROVIDED 15 z
L 19"OA 6' FIRE SERVICE 8 M
( W 5'x5'x12' ED W Tw 3z
W TREATED BY Z
ASSEMB - CLASS B RfP-RAP n4 N/. EXISTING TREATED BY POND SAND FILTER ~
v 860�LNSIP€ BLDG. (2) 3"X3"-TEE FFE 35.0 u�. 4 X" PL W. (MARKET NORTH INVESTORS, LEG BUILDING AREA 1,050 SF 12,880 SF 1,715 SF W
/ - g°,G .� MAP EI �
p0 S GO INV 32.50 / TW 34 5 ° E� O
Iz �• s / PROPOSED. WETLAN IMPACT B 28.5 m R04917-004 013-000 CONCRETE 0 SF 8,973 SF 600 SF �-I E--I Iai
� -- "GANG METER ASSEMBLY- (1,929.0 SF /�0.04 AC) - X GU 12 GA 1 I D.B. 5017 P. 919 ASPHALT 0 SF 22,281 SF 6,419 SF � V `�
W - W w ZONING - MF-M (RESIDENTIAL) FUTURE IMPERVIOUS 0 SF 6,626 SF 0 SF
U cD W/ 12 3/4" METERS AND 1 / W �© OAK GUM 17 0 wl I USE: FAMILY RESIDENTIAL
I¢ ? 1 FEBCO MODEL DI No. 6 PROPOSED PE NI �:._ W •� W 10„GUM ` cn
o a w RIM 3 1 MPACT'A ' r TOTAL IMPERVIOUS AREA EXCLUDES FUTURE BUA 54,707 SF 56.6%
�1 #860 MASTER SERIES F GU "MA ( ) ( )
- 5' LANDSCAPE AREA
Icn m� a �� NV 3 .0 (19zs.0 sE %°oOa°gG) EXISTING WETLANDS �: IMPERVIOUS AREA TO SAND FILTER 8,734 SF
BACKFLOW PREVENTERS >
Uf 5.1 SWALE 7A. . %. x(A"18 �0� UO,
I� BUILDING ONE �� 50 x. -� o ° ° IRETAINING WALL IMPERVIOUS AREA TO POND 50,760 SF
x ° �5 -- . PROPOSED TEMP©RARY IMPACT "A .--I
o FFE
o° a a° yX x a sr.4 sF oto2�Ac 8'GU O
w OI 0 717
CONCRETE DECI?IN(° x 14 PINE
i k
U w l ��2 22ACR
DRAINAGE AREA x ° W d NDS T BE _ y ` ... y .. Tw-as w 28.0 TREES TOBESAVED x 48 �
w A=0.23 AC. FI LED W .. pQ'a j� 7 5 •1 � LANDSCAPING AREA REQUIRED:E(28,715*8%) 2,297 SIF
Iz a (10,000 SF) X ' W . , W..' �� W 3 MERGENCY OVERFLOW WEIR LANDSCAPING AREA PROVIDED: 3,169 SIF �'
NOTE: A MINIMJM OF 5 BICYCLE I' �o W ' . 16>.�P W v' W/9'x5'X12" (CLASS B RIP -RAP) STREETYARD AREA REQUIRED: z
1 I PARKING STALLS TO BE PROVIDED +�a a 8 U �`. (SEE DETAIL) (MAIN FRONTAGE - DRIVE WIDTH x 18') I� �
ax POOL / W W NJ co FES-2 (290.8T - 24' x 18') 4,804 SF
INSIDE OF EACH BUILDING. SEE a -3s,a W . W CO INV 28.20 STREETYARD AREA PROVIDED: 4825 SF O
ARCHITECTURAI'_ PLAN FOR
1
a DETAILS. 1 x W F I RCP +' U
O CO 18' 24
12 5� s a ° Lm W W W ... „ AREA SPPROJECTAAREAUIR POND AREA r , N O
„ W
co
CO INV 31 .36 ^' a R 4 R©PosEo PERMANENT . W I OUTLET STRUCTURE (2.22-0.13 = 2.09 ACRES) j�4 �" O
/- / ~ a 9NV IMPACT B P RIM 32.55 Lo
O
INV 32n55 a v W
�5p ° x" a 97.o F b.0ii5 AC INV 29.00 35% OF AREA = (2.09AC. X 0.35) 31,864 SF Mc O In
�3F)E' .: � _
o s,� x340 x° x° ° a x(W �.rw 335 W 2" FAIRCLOTH SKIMMER ACTIVE RECREATION AREA Z Z co co
5:1 SWALE \ . BW 2� o ... W POOL AREA CONCRETE 4,000 SF O O
1 I Alm F I I W 1.90" ORIFICE HEAD (CONCRETE)
97.29 ¢W �� / 1 M PLE / POOL OPEN AREA 1,140 SF z
!, OPEN AREA IN B/W BUILDINGS 8,260 SF +� z
3" G NG METER ASSEMBLY JW P N n� a
R30 �� I 1 OAK W W '�I E OPEN AREA OUTSIDE BUILDINGS 1,320 SF 0 c a
2 3/4" `T RS AND / 1 „ Tw 33.s WOODEN WALKWAY 320 SF
0 ~ Q)
ti I LOCKA LE GATE._ -
W W � 1 ,' PU 27 G TOTAL ACTIVE RECREATION AREA 15,040 SF �
p 1) �' 90° -BEND a � y FEBCO MODEL 860 MASTER SERIES w 285 I I Bw >~
a a BACKFLOW PREVENTERS_ M RIP RAP WEIR
�� `PRI ATE PROPOSED 4 ELEVATED WOODEN WALK WAY 15.00 W I N E TOP ELEV. 28.5 PASSIVE RECREATION AREA ~' 00 o
�° I L (226 C- 00 P C (FR M p ) 1 (SEE DETAIL) NATURAL AREAS TO REMAIN 8,1WETLANDS 75 SF 06 SF �I a
.- b 1 O (STRUCTURAL DESIGN BY OTHERS-S E DETAIL
7 216 q -CO INV 31.7 �k d ° ° Q ( �I 1' GUM BUFFER 3,295 SF
H NDIC P RA P BUILDING THREE w VEGETATED SHELF TOTAL PASSIVE RECREATION AREA 17,076 SF
(SE DET L) ���JJ(1) 6" FIRE SERVICE FFE 35.0 v 0"GUM
1) FIRE HYDRAN ' W/FEBCO MODEL #860 15" FES-2 INV 30.5� m°a\_M W TOTAL RECREATION AREA PROVIDED 32,116 SF
J 8.505.00 O / O c WWWW I E
&ASSEMBLY O MASTER SERIES INSIDE BUILDING (CLASSSB RIP -RAP) _ i'MAPL EXISTING WATER 0 GPD
R` �O P sg o CO INV 2.0 N � " � FP 31.0 PROPOSED WATER (36 UNITS 0 400 GAL/DAY)14,400 GPD
DI No. 3 ^ h o d"PINE; NP 29.0 EXISTING SEWER 0 GPD
O DUMPSTER WITH RIM 33.9 h PROPOSED SEWER (36 UNITS 0 360 GAL/DA 960 GPD
�... _ i �- RETAINING WALL J.�
SCREENING PER CITY CODE NV 26.35 (24") �S�o1 .00 �� ti T 33s - 8'GU ROUND POND 1 kk
24" RCP - a e „ m M� 32 _ 30 W z7 X + VEL 33.5 sR l (SE DET IL) I NV 2 .89 18') NTEf�ANCE/ACCESS°EAS6ME�1T °�
1 1 I _ - - SEMENT" aTW . �oFEss gv • �/,
(216 1 G.I M_ - -_ TW 33.5 �' __�-
20' SIDE BUIL - BW 26 a 0 MAINTENA CFI OUND P p CT€D TREES OR GR VES = S E A L
\ - 1 PRIOR TO ANY CLEARING GRADING OR CONSTRUCTION ACTIVITY TREE PROTECTION FENCING WILL BE INSTALLED AR
1 GU �t6) SETBACK �� \ TSF 6A �11 = _
py� { F TREES {V l ,5 'd l
A \ "� X \ �/ -'� 14 ,L%'A` �1 5I GAK 2) NO CONSTRUCTION WORKERS, TOOLS MATERIALS OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING•., = y 17374 a
3 �9"GUM _ 24 FES 1 INV 26.42 -
` TSF .. - 3) NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS BEEN INSTACLf47 AND IMPROVED ••, g 34 r 4 Yr- �- SDMH No. 2 W/ 1O'x15'x18" ED 1 •-- INEE�
e.v /
4 TR PRO CTION FENf.ING TO BE MAINTAIN D DURING CONSTRUCTION AND LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RE _
{ EE TE E CEIGE ADEgUATE .. .
} 33 # - 6 \ T 1� PINE RIM 33.5 (CLASS B RIP -RAP) ' i CREGO�
\ 33 ) � A �
INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS. i �
X T30 0 GUM--' Q
NOSCAPE SCR E NG - 1 S 84°50'07' '�'AG INV 26.52 1 5) NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THE LIMITS OF DISTURBANCE SHOWN ON PLANS ��IIIIIIIII\\\\
1 .3 OAK 10�AR ING LOT LA- K \ 6) ALL ROOF DRAINS TO BE DIRECTED TO STORMWATER POND.
\/ ^ "LSF \ \ SDMH NO. 1 j�®�`' I 7) EXISTING UTILITY LOCATIONS TAKEN FROM CITY OF WILMINGTON AS -GUILTS. CONTRACTOR TO FIELD VERIFY LOCATION AND MATERIAL TYPE PRIOR TO DATE 1 -4-1 1
(V j T''l CONSTRUCTION.
- RIM 34.0 8) ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD STANDARDS. DESIGN PGT
TSF INV 26.85 '�'? °}y, 9) ALL PAVEMENT MARKING IN PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT STANDARDS.
5' CONCRETE SIDEWALK Sovk M •I t_C �% I 10) ALL TRAFFIC CONTROL SIGNS AND MARKING OFF THE RIGHT-OF-WAY ARE TO BE MAINTAINED BY THE PROPERTY OWNER. DRAWN EJB
1 11) ALL PAVEMENT MARKING REGULATING TRAFFIC FLOW MUST BE THERMOPLASTIC.
N/F 12) ALL PARKING STALL MARKING AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE.
NEW DAWSON LIMITED PARTNERSHIP 13) A UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN CUT OF A CITY STREET. CONTACT SKEET CARR AT 910-341-5888 FOR MORE DETAILS. IN CERTAIN
R0491 7-004-01 1 -000 SITE PLAN 1 CASES AN ENTIRE RESURFACING OF THE AREA BEING OPEN CUT MAY BE REQUIRED.
D.B. -0 4 0 1 -0 14) INSTALL REFLECTORS PER CITY AND NCDOT STANDARDS. CITY OF WILMINGTON TRAFFIC ENGINEERING MUST APPROVE OF PAVEMENT MARKING LAYOUT
C I
ZONING - ME-M BAR SCALE 1"=20' PRIOR TO ACTUAL STRIPING.
15) ONCE STREETS ARE OPEN TO TRAFFIC, CONTACT CITY OF WILMINGTON TRAFFIC ENGINEERING TO REQUEST INSTALLATION OF TRAFFIC AND STREET NAME
(RESIDENTIAL) SIGNS. PROPOSED STREET NAMES MUST BE APPROVED PRIOR TO INSTALLATION OF STREET NAME SIGNS.
USE: FAMILY RESIDENTIAL 1 16) ANY BROKEN OR MISSING SIDEWALK PANELS AND CURBING WILL BE REPLACED. SHEET 1 OF 4
20' 10' 0' 20' 17) CONTACT CITY OF WILMINGTON TRAFFIC ENGINEERING AT 910-341-7888 48 HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT-OF-WAY. 0704

Approved Construction Plan
Name to
Planning
STORMWATER MANAGEME T PLAN
APPROVED
CITY OF WILMINGTON
ENGINEERING DEPARTMENT
DATE PERMIT #
SIGNED______
LL
O
N/F
1 Q
WILLIAMS JOSEPH N MARGIE
o
a
R04917-003-032-000
a
Iv
ZONING - R15
U
I
(RESIDENTIAL DISTRICT)
o
ALL
I
USE: FAMILY RESIDENTIAL
UJ
:a
QIQ-
I g
w
0 3
50' TEMPORARY
o_
QO
CONSTRUCTION ENTRANCE
a
O
I
CITY OF WILMINGTON
In
CONCRETE APRON
\ I
w
CAPE FFAR Fi U111LITY AUTHORITY MQTi
1) WATER SERVICE TO BE PUBLIC WITHIN RIGHT-OF-WAY. WATER SERVICE TO BE LEGEND TREES TO BE SAVED:
I PRIVATE ON -SITE. OWNER TO HIRE LICENSED UTILITY CONTRACTOR To MAKE TAP. UNREGULATED, REGULATED, AND SIGNIFICANT TREE INVENTORY
I 3% - - EXISTING CONTOUR I 2) SEWER SERVICE TO BE PUBLIC WITHIN RIGHT-OF-WAY. SEWER SERVICE TO BE
PRIVATE ON-SRE. OWNER TO HIRE LICENSED UTILITY CONTRACTOR TO MAKE TAP. For each open utility cut of 29.63 EXISTING SPOT ELEVATION
I I 3) THIS PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION EC
CONTROL REQUIREMENTS. City streets, a $325 permit o PROPOSED SPOT ELEVATION
WATER MEIER(S) CANNOT BE SET AND ACTIVATED ON NEW MAINS UNTIL ALL "J'�
shall be required from the
REQUIREMENTS ARE MET AND NCDENR HAS ISSUED THEIR "FINAL APPROVAL'.
I CALL 910-343-3910 FOR INFORMATION. City prior to occupancy DROP INLET w/INLET PROTECTION
4) ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CFPUA and/or project acceptance.
WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO THE CITY AND CLOSE UP OF ORDER IN WHICH f- STORMWATER RUNOFF DIRECTION
a
APPROVED BY USCFCCCHR OR ASSE. CALL 910-343-3910 FOR INFORMATION. WETLANDS, TEMPORARY SILT FENCE,
O 5) IF THE CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION HE SHALL APPLY IN
LLI I ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) LIMITS OF DISTURBANCE AND CONCRETE AREA
BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX. RETAINING WALL ARE PLACED.
6) WATER AND SEWER SERVICES CANNOT BE ACTIVATED ON NEW MAINS UNTIL ENGINEER'S (175) LANDSCAPING w/AREA
I CERTIFICATION AND AS-BUILTS ARE RECEIVED AND "FINAL APPROVAL" ISSUED BY WETLANDS
PUBLIC WATER SUPPLY SECTION OF NCDENR AND "FINAL ENGINEERING TSF TSF a LIMITS OF DISTURBANCE
CERTIFICATION" ISSUED BY DIVISION OF WATER QUALITY OF NCDENR, X TEMPORARY
7) WWITTH O. 0 NSULATEDPVC MAINS AND RCOPPER WIRECES ARE OINSTALLED THEPOSED, THE IENTIRE LENARE GBE KEAND STRAPPED SILT FENCE X TSF X TEMPORARY SILT FENCE
I
TO THE PIPES WITH DUCT TAPE. THE INSULATED WIRE IS TO BE STRIPPED TO BARE LIMITS OF
WIRE AND SECURED TO ALL VALVES AND nrnNGS. THIS WIRE IS TO BE ACCESSIBLE IN DISTURBANCE
ALL VALVE AND METER BOXES FOR FUTURE LOCATION OF FACILITIES. WETLANDS
I I 8) ALL WATER MAINS ARE TO HAVE A MINIMUM OF 3-FOOT COVER.
RETAINING
WALL TREE TO BE REMOVED
CITY OF WILMINGTON FIRE DEPARTMENT NOTES
I - 1. HYDRANTS MUST BE WITHIN 150' OF THE FDC.
2. THE FDC MUST BE WITHIN 40' OF FIRE APPARATUS PLACEMENT. TREE TO BE SAVED
D� 3. LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3' CLEAR SPACE SHALL BE MAINTAINED
O AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC.
I 4. HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB.
z z 5. NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO CONSTRUCTION OF THE BUILDINGS. N/F
J I 6. CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION. DAVIS PETER R CATHERINE R TREE PROTECTION
7. TEMPORARY STREET SIGNS SHALL BE INSTALLED AT EACH STREET INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS R0491 7-004-008-000
I Fj w ALLOWS PASSAGE BY VEHICLES. D.B. 4359 P. 660 }
w I ZONING - CS
�¢ �\ (RESIDENTIAL)
L� USE: FAMILY RESIDENTIAL
NUMBER
TYPE OF
TREE
TREE SIZE
( 1 )
PINE
19"
( 2 )
PINE
17"
( 2 )
PINE
16"
( 1 )
PINE
12"
( 1 )
PINE
10"
( 1 )
OAK
30"
( 1 )
OAK
20"
( 1 )
OAK
19"
( 1 )
OAK
17"
( 1 )
OAK
16"
( 1 )
OAK
14"
( 1 )
OAK
13"
( 2)
OAK
12"
( 1 )
OAK
11"
( 4)
OAK
10"
( 1 )
GUM
15"
( 1 )
GUM
14"
( 2)
GUM
12"
( 1 )
GUM
11"
( 4)
GUM
10"
( 1 )
GUM
9"
( 4)
GUM
8"
( 1 )
MAPLE
18"
( 1 )
MAPLE
14"
( 1 )
MAPLE
11"
( 4)
MAPLE
10"
( 5)
MAPLE
8"
( 1 )
PECAN
16"
( 1 )
MAGNOLIA
8"
( 1 )
MAGNOLIA
4"
50 ) TOTAL TREES TO BE SAVED
TREES TO BE REMOVED:
REGULATED TREE INVENTORY
JQ
yd oa a
3� S'?E
w OA N
w 4 I
LOCATION MAP
NOT TO SCALE
REVISIONS
Description
Revised�ppeer Ci
1 f omm A Ill. "
to
V 1
W
I( 26 ) TOTAL TREES TO BE REMOVED
NUMBER
TYPE OF
TREE
TREE SIZE
( 1 )
PINE
18"
( 1 )
PINE
15"
( 2)
PINE
14"
( 1 )
GUM
18"
( i )
GUM
16"
( 1 )
GUM
15"
( 1 )
GUM
14"
( 2)
GUM
13"
( 1 )
GUM
12"
( 2)
GUM
10"
( 2 )
GUM
8"
( 1 )
TWIN GUM
12"
(1 )
DOGWOOD
12"
( 1 )
DOGWOOD
8"
( 1 )
OAK
9"
( 2)
MAPLE
10"
( 2)
MAPLE
8"
( 1 )
MAGNOLIA
8"
( 2)
MAGNOLIA
6"
cD
z ' SIGHT DISTANCE
NOTE: ALL WORK WITHIN
TREE PROTECTION FENCING
\
w
SITE
DATA:
DATA
TRIANG
TRIANGLE
�LTRIANGLE
TO BE DONE BY HAND
,'
a
OWNER:
RANDY L. BLANTON
Ed
T°,
\ 8' HIGH BOARD ON BOARD
w
SITE ADDRESS:
115 COVIL AVE.
a
TSF
/ T„ �" FENCE ALONG PROPERTY,'CINE
' x
MAILING ADDRESS:
P.O. BOX 1013E
WILMINGTON, NC 28404
Z
T
(BY OTHERS) _ -- -�
�
�
N.H.Co. PARCEL No.
R04917-004-010-000
�
- - -
39"OAK
T LANDSCAPE PLAN) '�
�
o
R04917-004-009-000
E-I
a
J(SFE
S 8Z21 �4'_ _- T F Tw 31 0
%
�� Tw 4o
8Vt,. .5
1-;
'4
TOTAL AREA
DISTURBED AREA MF-M MULTI
ZONING
CAMA LAND USE CLASSIFICATION
2.22 ACRES
FAMILY MEDIUM DENSITY
URBAN
0
U
a
I I O \(219) No. OF BUILDINGS 3
I 40 / No. E STORIES 3 Z
L ? SF PER FLOOR 4,865 SF
I A STO SIG
wI a
_ TO PER BUILDING 9,190 SF E �n
O=SI E B ILDIN SET ACK \ TN 33 0 TOTAL SF 29,190 SF V L
R3. O XISTI G H USE 13 % � a - _ � I I I
SIGN WALL I I o SDMH No. IO B HE VED) I I 12 I - -Lt6) � \ Bw z 'a 18 PIN 1 "P TOTAL FOOTPRINT AREA 14,595 SF 0
/ DI No. Il » q /y
(BY OTHERS) ° RIM 33.4 O A \ a TW'33s d'
IN G D RIM 34.E O71 F+-I
cv 7 S V 9 a Bw1 7i No. OF UNITS PER BUILDING 12 UNITS °� Z
_� INV 30.1 N _y �g.&0-/INV 29 75 15) 12" RCP 00 I �00 O 1 0" U NUMBER OF BEDROOMS PER UNIT 2 BEDROOMS W w
(1), 6" 90' I INV =9.49 1 ao--,rr4_ ��O (4) WH DM 33NoP3 DI No. 1 I10, w TOTAL NUMBER OF UNITS 36 UNITS - E-I
(1) 4" GATE VALVE I 3 3 I HAN SEE RAMP 2 3 45 ��� �' z i S 098' S8" W w z
(1) 8"X4' TS&V ^
4" C-900 PVC WATERMAIN PUBLIC s (SEE DETAIL} O QI g s�198, f 1
(END PUBLIC AT ROW) I R Sri FL 8 0 8.0 3.00 BEND O ai (1) 6 90' BEjJD RIM 30.70 U�
11 M at-�_' -' -� M 0 BUILDING COVERAGE 15%
° 2 - '�_ P d�� BUILDING 3
O 2 y p ��--0 P SETBACKS (REQUIRED)- 15 f� 28.3 w D G HEIGHT 6' 35' < i
JACK AND BORE (TYPICAL) M R18 00 1 " FDC ° d m o ° 0 R� p a I TW )R Z 90M Y jVjF�' / F (REQ ED FRONT 35' ��I W C%
c-soo P I c, L
2 8) M SERVIOE BACK 20'
EXISTING 8' WATERMAIN o e 1) 6 90 a �A� i I / 493 Cif
SIDE 20' H
5' a 60 COT AERA ION/ ALL ¢ SETBACKS (PROPOSED)- FRONT 66'
1 6" GATE VALVE M % ) 5 0 3" G NG METERSEMBLY 34 a z33 a SYST M (S E D AIL o 8'IGUM BACK 114' O
O M P. (218); o- INSIDE BUIL NG $, . ( A Tw SIDES 61'1 4' v
O M M 8'DOGWp �Nc 5 ° o° 0 8„G 3zs ,� /z ., I�
6" C-900 PVC WATERMAIN (PUBLIC) I STOP SIGN d a w. 2 3/4 /,VETERS AND /' PARKING REQUIRED ?;�
I' M M - FEBCO M EL °< g' q /f4" HDPE MAXIMUM 2.5 PER UNIT 90
(END PUBLIC AT ROW) j✓ 6"x6" CRO S 2 3�6 R # 860 MASTER SERIES o ,I / INVERT: 27.7 MINIMUM- 3 BEDROOM:2.25 MINIMUM 81 z Q' u
M M O u O0 BACK£ PREVENTERS 3a, / PARKING SPACES PROVIDED 81 �-I
(1) 4"X3" REDUCER �I I GATE VALE 0 a O g. � _ OPOSED TEMPORARY IMPACT B HANDICAP SPACES REQUIRED 4 A W
(1) 2" MASTER METER I M/ FIRE-tFYf3RAjJT e� 58° R 34s R3, d a b' I' 88.4 SF / 0.00'2 AC) HANDICAP SPACES PROVIDED 4 ��
(1) 3" BACKFLOW PREVENTOR SDM N _, 5 g �m0 CO INV 32.50 00 14"OAK
ASSEM L 1 9 OA 0 � IN 8 2 n Tw 34.5 8"M BICYCLE PARKING SPACES REQUIRED 5
p W 5'x5'x12" ED 0s "' BICYCLE PARKING SPACES PROVIDED 15
R M R4.3 - (2z _ 6" FIRE SERVICE / TW 32.0 1 0"OA u TREATED BY z
6" RPZ BACKFLOW --ii" INV 0.3 I W FEBCO MODEL
� ` / BUILDING TWO• _/
i ((lLASS B �cIP-RAP) �c" I'
PREVENTOR M Y 860�NSLD€ BLDG. FFE 35.0 3a = "i N'' TREATED BY POND SAND FILTER I"I
PRIVATE 6" C-900 PVC /I I o p (2) 3"X3" TEE °f " EXISTING
aI a- '�" PL IIi�MARKET NORTH cdVESTORS, LLC BUILDING AREA 1,050 SF 12,880 SF 1,715 SF W
FIRE MAIN w + S o PR (P0929 OWSF�L0.04PAC) 2. 8 GUM GU 1 B OA� ,MAP it R0D.B. 5017 P. -000 CONCRETE 0 SF 8,973 SF 600 SF � �
( ) z C3 o s CO INV 32.50 34.5 „
20'X70' SIGHT DISTANCE I I� -I� �- GANG M ER ASSEMBLY I C l D.B. 501E P. 919 ASPHALT 0 SF 22,281 SF 6,419 SIF
I' (RESIDENTIAL) FUTURE IMPERVIOUS 0 SF 6,626 SF 0 SF
© ©Gy( GUM f7.10 USE: FAMILY RESIDENTIAL
n cD W/ 12 3/4" METERS AND `,' w ZONING MF M RESIDENTIAL
EXIST. DRIVEWAY TRIG L� I _U I w z I FE 0 MODEL DI No. 6 / PROPOSED"PENT - - 10,'GUM I
a �I #860 MAS R SERIES - �- w- RIM 3 .1 _/ 1MPACT'A " W `" (U I, II TOTAL IMPERVIOUS AREA (EXCLUDES FUTURE BUA) 52,868 SF (54.7%)
i1 " M �; 5' LANDSCAPE AREA
m Ir BACKFLOW P EVENTERS > A INV 3 .0 (is2sp sE % 0`.g4`ycJ EXISTING• WETyAN©S • ki
0 5 / - t w °PROPosED TBMP©�nR4 IMPACT a �� IMPERVIOUS AREA TO SAND FILTER 8,734 SF
SWALE �:1$ �C� "
EXISTING CP&L POWE aI I / I< H _ BUILDING ONE a ° � -�LX '� ' ' z yn 5 X 'So
�' RETAINING WALL IMPERVIOUS AREA TO POND 50,760 SF
POLE #PN34L M O ° �o- _ - FFE 36.0 °CONCRETE°DECKING° a �� . " 8» G 0
-�
/ n H_ w I\ x K. �Ssr. F y"o�. nc7. 14"PINE
N/F C) I I I SAND FILTER ° " i ) d
4 S 02"
U W TREES REQUIRED 15x2.22ACRES 34
OWNER. EAKES PROPE5XES I I N Z q o-� DRAINAGE AREA I xl ° n W a NDS ;FO BE t' TREES TO BE SAVED 4800
ZONING - R-1 1 w ��' A=0.23 AC. FI . Fe N
o Iz a 1Q' LANDSCAPING AREA REQUIRED: (28,715 8%) 2,297 SF
(RESIDENTIAL + (10,000 SF) �', MERGENCY OVERFLOW WEIR
� ° , " �.'". �.,�� w n LANDSCAPING AREA PROVIDED: 3,169 SF FF��
USE: GROUP QUARTERS (RES I I NOTE: A MINIMUM OF 5 BICYCLE"'� co
W/9'x5'X12" (CLASS B RIP -RAP) STREETYARD AREA REQUIRED: F-I
w �: 8 -�-� MAIN FRONTAGE - DRIVE WIDTH x 18' Hi l",
�.. v (SEE DETAIL) ( )
CARE) Ias� I PARKING STALLS TO BE PROVIDED �a A. ax. °` POOL ° ."."i `. " `H'I _ 290.8T - 24' x 18'
4,804 SIF -
EXIST. FIRE HYDRANT I 0 1 INSIDE OF EACH BUILDING. SEE a / 35i4 I N FES 2 ( )
s I oc , I I 91 ARCHITECTURAL PLAN FOR I W " • W ch! INV 28.20 STREETYARD AREA PROVIDED: 4825 SF r , �
SAND FILTER INLET I up DETAILS. ° -
76'X8'X1.5' (DUAL CHAMBER) I I N 12 N CO " ,- " if 18' 24" RCP OPEN SPACE AREA REQUIRED W
RIM 33.8 I I oa '� CO INV 3 .36 _ INV 32s55 ° a wV1 ", ""'" LE,I AREA = PROJECT AREA - POND AREA Z O -
BOTTOM 30.5 z`, w 2 I f_ - w \ � " "�" OUTLET STRUCTURE 2.22-0.13 = 2.09 ACRES) �� �� �" O) C0
/ I I-
p 'R ° ¢ "PRE 06E7 b 01i5EAC " �Oi ! RIM 32.55 35% OF AREA - 09AC X 0 3 64 SF +' '
(SEE DETAIL) I (1) 3' 90' B ND , 5° qN , _ <o IMPAeT ® ° INV 29.00 - (2. 35) Fe V) � U
- II`..J
I _ 4 $S T Ss ° N a . . __ . .'X X X34 X n° °a (��s e J r �,�
' "° 1 8
I v ) .90 ORIFICE H POOL OPEN C ) 40 SF
_ __� �' r 2" FAIRCLOTH SKIMMER RECREATION 40 7 C� z
5:1 swAL .. . ' / I I. LE W/1 o HEAD (CONCRETE) 1 100 W
f I ACTIVE R REA
�I I POOL AREA E SF � � �
„ I P w
/97.29 _ . ` / I, W OPEN AREA IN B/W BUILDINGS 8,260 SF � 0 I I
I '' � '. "5• R ° 3" G NG METER ASSEMBLY � " `. �� ° �' � ° P N� rn O O w EX SSMH I I 30 0 5 J „ OPEN AREA OUTSIDE BUILDINGS 1.320 SF ^^
RIM 35.24 I I ii O METERS AND 11 OAK » i 335 WOODEN WALKWAY 320 SIF W to 0) W $
E �� 11)90 BEND LOCKA CEGAT€_ }INV 30.80 I � a° g h. ,. _ FE CO MODELS 860 MASTER SERIES / I ° I» TOTAL ACTIVE RECREATION AREA 15,040 SF �-'
IE 30.90 (6) �� a�� BKFLOW PREVENTERS w _ 1 M "-
,,. - ° e a _ _ _ s¢ RIP RAP WEIR
CORE & BOOT �h �' \ 15.00 Z -' I" " 1 " NETOP ELEV. 28.5 PASSIVE RECREATION AREA O oN
EXST. MANHOLE a i a PR ATE 00 p a PROPOSED 4' ELEVATED WOODEN WALK WAY w �! WETLANDS 5,675 SF - u
i (zzs1 F R I I (SEE DETAIL) -H CO O
coA 1 O (STRUCTURAL DESIGN BY OTHERS�SE`DETAIL) �. ` . ° F NATURAL AREAS TO REMAIN 8,106 SF d a
CO INV 30.93 I Ilk' RZ / (zt6 °: ' CO INV 31.E �° e O I V 11 GUM ,I BUFFER 3,295 SE
H NDIC P RA P BUILDING THREE I 1 VEGETATED SHELF \�-
TOTAL PASSIVE RECREATION AREA 17,076 SF \
(SE L) (1) 6" FIRE SERVICE FIFE 35.0 p
Id �� 1) FIRE HY�RAN i W/FEBCO MODEL #860 15" FES-2 INV 30.5 M I ` I OIQI�M TOTAL RECREATION AREA PROVIDED 32,116 SIF
5'-6" HIGH BLACK ALUMINUM I o J & ASSEMBLY MASTER SERIES INSIDE BUILDING W/5'x5'X12" ED 1!"1v1APLIE
PICKET FENCE(BY OTHERS) ¢ I Iw v1 I O 8.50 5.00 h�0 (CLASSB__RIP-.RAP) 0 ¢ "_ _ .. J I I ! EXISTING WATER
AN)
(SEE LANDSCAPE PLAN) a ? w R�� �� 34 CO INV 2.0 - O " SO-=-L4-FP 31.0 PROPOSED WATER (36 UNITS 0 400 �G^3A D
�I I� /� DI No. 3 �� o� -" ? p " �,I I NP 29.0 EXISTING SEWER �{ORT S" R LI I
I Io �. DUMPSTER WITH RIM 33.9 h .PIN PROPOSED SEWER (36 UNITS C A P
I zI 3 z SCREENING PER CITY CODE INV 26.95 (24") iRSp 1 .00 - _ _ _ OND��I����////{{{{
Q Iw o` I (SE DET IL) ) 24" RCP __ y! ^,� P
��' - �-' RETAINING WALL
SIGN
ti. » i R CAR /
v c1 3R NV 2 49 18" N'fE[dANCL'/ACCESS'Al ;FM 32 3 .5 8 I I EL033.5 11�ISI® OF WATER QUA T` ,` �N..•••..0�/ ,
Q I I� `(2t6)I 1 GU
O ° _ -� -- _ ANY CLEARING, GRADING, R CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES - S E A L
30
1 "G-S M_
�T�, NOTES- dru78 �311 5
I x » _ SIDE BUIL' + - - - \ s 0' MAIN �S 1) TREESE
3 w "GU 6 20 gETBA� {( 4 r' ® TSF )PRIOR TO G NG, 0 OR VES
EM 1 � IOAK I a4l ssl�
w� °� 9 GUM,. - r 24" FES 1 INV 26.42 14 A I i 2) NO CONSTRUCTION WORKERS, TOOLS MATERIALS OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. 5-1 17374
_ 1
N 34 4, �,.� -- •� TSF _. 3) NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED AND IMPROVED.
X O I _ 2 CONSTRUCTION AND LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE DEQ wI I } 33, - - 33 - SF , ` 19' PINE SDMH No. 10 x1 'X18" ED I IT 4) TREE PROTECTION FENCING TO E MAINTAINED DURING CONSTR A A A A A A A `�O • INE �
W/ 5 F B UC UA
„-"° T RIM 33.5 (CLASS B RIP -RAP) INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS. z!ki /
6' HIGH BRICK COLUMN X X o „ SCR E NG 1 G INV 26.52 I 5) NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THE UMITS OF DISTURBANCE SHOWN ON PLANS „GREGO 0
_ LANDSCAPE .- -- - g4'50'0T SAG
n D LOT LA _ _ S n I 11I1
(BY OTHERS) I 1 LYE -- -- - 6) ALL ROOF DRAINS TO BE DIRECTED TO STORMWATER POND.
4 1 OAK A ING
3fl-0 K
(SEE LANDSCAPE PLAN) I I a TSF SDMH NO. 1 7) EXISTING UTILITY LOCATIONS TAKEN FROM CITY OF WILMINGTON AS-BUILTS. CONTRACTOR TO FIELD VERIFY LOCATION AND MATERIAL TYPE PR
a \ 8' HIGH BOARD ON BOARD I CONSTRUCTION. DATE 1-4-11
TSF 34.0 FENCE ALONG PROPERTY LINE 8) ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBUC TRAFFIC ARE TO MEET MUTCD STANDARDS. DESIGN PGT
INV RIM N
I I I (BY OTHERS) I 9) ALL PAVEMENT MARKING IN PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT STAN
I E (SEE LANDSCAPE PLAN) 5' CONCRETE SIDEWALK 10) ALL TRAFFIC CONTROL SIGNS AND MARKING OFF THE RIGHT-OF-WAY ARE TO BE MAINTAINED BY THE PROPERTY OWNER. DRAWN EJB
I C/-) 11) ALL PAVEMENT MARKING REGULATING TRAFFIC FLOW MUST BE THERMOPLASTIC.
I I N/F I 12) ALL PARKING STALL MARKING AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE. -
^ NEW DAWSON LIMITED PARTNERSHIP I 13) A UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN CUT OF A CITY STREET. CONTACT SKEET CARR AT 910-341-5808 FOR MORE DETAILS IN CERTAIN C
R04917-004 P. 1-000 SITE PLAN CASES AN ENTIRE RESURFACING OF THE AREA BEING OPEN CUT MAY BE REQUIRED. �gg �'i,��0 D.B. 3214 P. 447 DATE PRINTED 14) INSTALL REFLECTORS PER CITY AND NCDOT STANDARDS. CITY OF WILMINGTON TRAFFIC ENGINEERING MUST APPROVE OF PAVEMENT£ MARKN�I.1IYOl1"'c I
O ZONING - MF-M BAR SCALE 1"=20' PRIOR TO ACTUAL STRIPING. ,�r\ <)) 0 1
I � (RESIDENTIAL) 15) ONCE STREETS ARE OPEN TO TRAFFIC, CONTACT CITY OF WILMINGTON TRAFFIC ENGINEERING TO REQUEST INSTALLATION of TRAFFIC �NOYS�EfT �Mi
USE: FAMILY RESIDENTIAL MAY 12 2011 I SIGNS. PROPOSED STREET NAMES MUST BE APPROVED PRIOR TO INSTALLATION OF STREET NAME SIGNS.
16) ANY BROKEN OR MISSING SIDEWALK PANELS AND CURBING WALL BE REPLACED. �,`a'. I SHEET 1 OF 4
20' 10' 0' 20' -.- -
17) CONTACT CITY OF WILMINGTON TRAFFIC ENGINEERING AT 910-341-7888 48 HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT-OF-WAY. 07041

/
FEEDER ROOTS
FEEDER ROOTS ARE LOCATE
AT "DRIPLINE" OF TREE ELEVATION
AND PROVIDE TREE WITH
MOISTURE AND NUTRIENTS.
SEE NOTE 1 & NOTE 4
1
DRIPLINE
I !;
� PLAN
2 & NOTE 4
2. NO CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE
TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT
UPRIGHT IN HIGH WINDS. REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING
CONSTRUCTED.
3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
METHOD OF TREE PROTECTION DURING CONSTRUCTION
SD 15-09
NOT TO SCALE
CUT OR Ta=
JOIN!
CUTAR
IREGTON
PLAN
112
SLOPE 112 5W -
4 SIDEWALK
3000 Psl III -III -III -II'
CONCRETE III -III-/ III -III-
Bxe-10/10 W W M /- COMPACTED
SUIIGRADE
SECTION
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
V-6" x l'-0" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
TO READ "RESERVED PARKING"
RESERVED WITH IDENTIFICATION SYMBOL
BOLT TO WD. POST W/ 3/8" CANDIUM C
PARKING PLATED NUTS, BOLTS & WASHERS
°1 9" x 1'-0" x .080 STD ALUM. SIGN
® TO READ VAN ACCESSIBLE".
BOLT TO POST WITH CANDIUM C
PLATED NUTSUTS , BOLTS & WASHERS
c
9" x 1'-O" x 080 STD ALUM, SIGN
TO READ 'MAXIMUM PENALTY $250,
12" �I GS 20-37.6". BOLT TO WD. POST
COLORS WITH 3/8" CANDIUM PLATED
LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS.
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE PRESSURE TREATED 4"x4" POST,
1-1/2" ) 1-1/2 R(TYP)
mUVAN
6'rL.3/8"(TMP)
- (IIIII I
k
LEGEND AND BORDER -GREEN LEGEND AND BORDER -GREEN _
BACKGROUND -WHITE BACKGROUND -WHITE -
TYPICAL HANDICAPPED SIGN
CONCRETE
FOOTINGS
TOTAL DEPTH
OF CLEAN
GRAVEL BASE
j4"X4" POSTS
� I �
PLAN VIEW
TREE
TO BE
PRESERVED
RETAINING WALL
AROUND TREE
PERIMETER AT 18"
OFFSET FROM TRUNK
EXISTING GRADE
-DRIP LINE
TREE TRUNK
4" SOCK PIPE
4" SOCK PIPE \4" SOCK PIPE LINER
OVER 2" CLEAN OVER 2" CLEAN
GRAVEL BASE GRAVEL BASE
ROOT AERATION DETAIL
NTS
X
� �
f
8" CONCRETE
PAD
AT 3000
� �6X6
PSI W/
- 6/6 W.W.F.
X
14
l 22'-4"
2"X6" CAP
(TREATED)
\.HORIZONTAL
WOOD SIDING
ELEVATIONS
ASPHALT
AVEMENT
ENCLOSURE GATES
W /(:R(lCC-RRAr:INr
DUMPSTER PAD & ENCLOSURE DETAIL
WHERE RUNOFF IS DIRECTED
AWAY FROM CURB GUTTER -
SHALL SLOPE AWAY AS SHOW
CLASS A CONC,
ASPHALT
SLOPE 3"
I
1 -R
DRAINAGE AWAY FROM CURB
CLASS A CONC­
ASPHI SLOPE 4'
3" DY
• I
DRAINAGE TOWARD CURB
CURB SECTION
NTS
_l SEE IP 1 FOR PIPE
URIE r
B110- N E prR`YYgIC
CFOR NYMDDNCH 47
coNc. coliAR LETS
L - - -'�JJ
GONG. COLIM� Icy �ASPHALT PAVEMENT
\
BRICK
_ a
3000 PSI CONC.• 'm
DROP INLET DETAIL
N
TOTAL DEPTH
OF CLEAN
GRAVEL BASE
NOTE
1. CONTRACTOR ANY USE BRICK WITH MAX. CORBEL 1" PER COURSE
2. CONTRACTOR WY USE ECCENTRIC M.H. UNIT
Approved Construction Plan
Name Date
Plan
Trof
Fire_
STORMWATER MANAGEMENT PLAN
APPROVED
CITY OF WILMINGTON
ENGINEERING DEPARTMENT
DATE ________ PERMIT #
SIGNED________
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
SITE WORK NOTES REVISIONS
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING NDo{e Description By
CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS 1 Raviaee er Cit
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. 4/14/11 oomma Pe. AO eQ AL
hi
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, 2 Revised gr NCDENR
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC 4/Y8/11 commen AL
IG
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. Revised ar NCDENR
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL 5/11/,, commenAL
GI
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
EIwANSgN .axT. 8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
AT 5w wIEIWAast")
PROPERLY PERMITTED FACILITY AS REQUIRED.
i
9.
THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
>•ii IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
PIwrA ii
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
2 •
10.
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
+-') >•� RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
' ^
ii.
11.
EXISTING SURVEYING PERFORMED BY PAUL D. TALBOT, PLS, AND SUPPLIED BY THE OWNER,
V
•
12.
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
lj
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
ii
PRIOR TO INSTALLATION.
AA
13.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER,
14.
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
15.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
r ,
STANDARD SIDEWALK DETAIL
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
W
SD 8-15 16. ALL PAVEMENT BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
NDr TD sass WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION, ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
18, CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS, PAINT SHALL BE A II ram,
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
2 ROWS #4 REBAR
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
0 12" O.C. E.W. 20.
NIGHT REFLECTING,
DUCTILE IRON SHALL BE CLASS 50,
21.
CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI O 28 DAYS - AIR ENTRAINED,
JOINT BETWEEN CURB & WOODEN 22.
FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
WALK TO BE CALKED WITH CLEAR
BY THE OWNER, FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR,
2'X3' DI- HEAVY DUTY EXTERIOR SILICONE SEALENT 23.
SEE GEOTECHNICAL REPORT NO. -_ --- _-, DATED -------, BY --_-_--
------ FOR ADDITIONAL REQUIREMENTS.
(TYPICAL) OCKABLE HINGED ALUMINUM SOLID GRATE CONSTRUCTION
SEQUENCE
RIM 33.8 RUNOFF ELEV. 34.3E 1.
NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
IV 41
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
' ^
ASPHALT 2
DENT BE TO SITE. ALL SHALL BE CONTROLLED
V L1
SOLID WALL BEYOND
SIDEILL
G AND AIFTERECONSTRUC CONSTRUCTION.
INCLUDING SLOPESLDUURIND
° 3,
INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
10" CONCRETE SLAB • ELEV. 33.3
BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
•. a -
INSTALL
CONSTRUCTION,
f
z
CONCRETE WALLS 4.
ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
1
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE
1rT,I
I--1
° 6" EMERGENCY OUTLETS
ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL, SEDIMENT TRAPS ARE
OR WHEN HALF FULL,
O
#4 REBAR 3' OVERFLOW °
CLEANED OUT AS STATED
5.
6" O.C.
IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
124
WEIR 7.5' O.C.
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
L�PPL1
�1
°
ELEV. 32.3 TOP OF SAND / 6.
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
U
ELEV. 32.0
DURING CONSTRUCTION, REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
CONCRETE BRACE WALL a
7.
ENTERING STORM DRAIN PIPING,
A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
U;
x
15' O.C. e AVERAGE INFILTRATION RATE-
1 INCHES/HOUR 8.
ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF
STOCKPILES AND OTHER UNSTABILIZED AREAS.
F+I
e .8
8" 4.O' 8' - 4.0' °a 8"
ACTIVITY. THIS INCLUDES SLOPES, SWALES,
MEASURES UNTIL PROJECT IS COMPLETE.
E
124
+ 9.
- 6' OVERFLOW HOLES W/ SCREEN10.
MAINTAIN ALL EROSION CONTROL
REQUIRED TO HALT EROSION IF THOSE ON THIS
O
°
MORE STRINGENT MEASURES MAY BE
O
- INV 30.5
11.
PLAN PROVE TO BE LESS EFFECTIVE.
REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
�i
z
Z
' 12" HOPE
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
_
- TO OVERFLOW MAINTENANCE
°
PLAN
FOR STABILITY AND
A
Zy
,zl^
BOTTOM ° 1.
ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED
e -,
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
�A
I�
ELEV. 30.5 ° °
-. - ° ? " ° ap
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
`V
�`�
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• • •^ • • s • • •
° SLAB 2.
ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
" 8" CONCRETE
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
V
#4 REBAR
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
a
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z
® 12" O.C. E.W. CLEAN COARSE SAND
THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS,
3.
SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK
SAND FILTER INLET DETAIL
AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED.
1+•i
�
FF��
WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER
A
I�
NTS
DEBRIS
DRAINAGE, SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT.
SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
ONCE A WEEK AND AFTER EVERY RAIN EVENT.
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS
FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE
TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF
ACTIVITY ASSOCIATED WITH A SWALE.
'
5.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED.
n
THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST
1�
O
- -
STEEL. STAKE SPACING WILL BE 6 FEET MAX WITH THE USE OF EXTRA STRENGTH
00
FABRIC, WITHOUT WIRE BACKING STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD
FA
Caner Grates
8E STEEL. STAKE SPACING WILL BE 8 FEET MAX WHEN STANDARD STRENGTH FABRIC
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE
C T E ROCK WILL BE REPAIRED
,�
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OO
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i
DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FEN E H
OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
OR IS DAMAGED.
6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS
HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR REPLACED WHEN
BE
BEEN
THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES
.--H
Overland MOW -
3l
-.
WILL BE REPAIRED OR REPLACED IF THEY COLLASPE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE, THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED WHEN
0
DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE
.�.
Concrete ChamberW
INSPECTED WEEKLY AND WILL BE KEPT CLEAN,
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS
I�
Sand filter bed7.
a
BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
FF77P
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4)
0
.--I
y
POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED, BAFFLES WILL BE REPAIRED OR
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REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE, THEY WILL BE REPLACED
x--I
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PROMPTLY. SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF
BE INSPECTED WEEKLY AND
LO
lid
THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL
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Outflow
WILL BE KEPT CLEAN.
AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
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8. ALL SEEDED
'
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS, ALL
W
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OTHER AREAS W T IZED WITHIN 15 WORKING DAYS, �y GI I I z
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£ INJECTION S S NECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY. (/1
r , NORTH CAROLINA ENVIRONMENTAL w rn
MANAGEMENT COMMISSIONSPRING-SUMMER pool '
DIVISION OI �NATER 6ZUALITYPERMANENT GRASSING DEIIAIL o
Sand Filter Chamber
Sedimentation Chamber (Forefaay)tg RAN b/m,•I (� O
(, Filtration of solids) E.1..1 � Hr�
(Deposition of Heavy sediments, 0lganics, Dehrisi +odcaA •vaaws
- awaA 1FSPmQA
TEMPORARY SUMMER GRASSING DETAIL
SEEDING MTMURE SEEDING NOTES
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MOYKMIB - IMY iD 18
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DATE PRINTED
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SEEDING MD(IURE SEEDING MIMRE SEEDING MIXTURE
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tM-GAUGE HARDWARE CLOTH
(1/4 MESH OPEWNCS)
NCDOT
�OR
WASHED �STDNE, 57 Y
WASHFD/STONE#
_ti
CONSTRUCIIDN BPFFintvTIDNS
1. UNIFORMLY OWE A SHALLOW DEPRESSION APPROACHING
HE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND FlLlFREO SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND WA THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH.
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP.
MIDDLE, MD BOTTOM. PLACINGA 2-FOOT FLAP OF WIRE MAINTENANCE,
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH
4. PUCE CLEAN GRAVEL (NCDOT /5 OR #57 STONE) ON A 2:1 SIGNIFICANT 0 INCH OR GREATER) RAINFALL EVEFR.
SLOPE WITH A HEIGHT OF 16 INCHES MOUND THE WIRE, AND
SMOOTH TO ON EVEN GRADE. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER
OBJECTS M PROVIDE ADEQUATE FLOW FOR
5. ONCE THE CONTRIBUTING DRAINAGE D E TAB BEEN STABRIIDIN SUBSEQUENT PANS. TAKE CAPE NOT TO DAMAGE
REMOVE ACCUMULATED SEDIMENT. AND ESTABLISH FINAL GRADING ELEVATIONS. OR UNDERCUT THE WIRE MESH DURING SEDIMENT
6. COMPACT THE AREA PROPERLY MO STABIU2m ITWffH GPoUNDCOVER. REMOVAL REPLACE STONE AS NEEDED.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
NTS
LOCKABLE GATE AT ENTRANCE
PLAN VIEW
Trill O"11
TIMBER POST
TIMBER PILES
NOTE: THESE DRAWINGS ARE FOR PERMITTING ONLY, AND
ARE NOT INTENDED AS FINAL DESIGN DRAWINGS FOR
CONSTRUCTION.
PROFILE VIEW
- STEEL POST
WIRE FABRIC
rc FF
FILTER FABRIC
WIRESI
n
SKIRT
ENGINEER
LJ u
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WKjTH AND
SHALL HAVE A MIN. OF SIX LANE WIRES WITH 12 STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
NTS
TOP OF RETAINING WALL 33.5
6' EMBANKMENT
TOP OF RETAINING WALL
NORMAL POOL EL. 29.0 TOP OF SHELF 29.5
�1 SHWTBAPPROXIMATELY 28.5 OTTOM OF SHELF 5/ 10
FORE84Y 3
_ CLEANOUi 25.0 MAIN POOL 2
3 BOTTOM EL 24_0 2 1
CLEANOUT
" POND SLOPE TO BE SEEDED IN ACCORDANCE EL. 21.0
TO SEEDING SPECIFICATIONS
10:1 VEGETATED SHELF TO BE PUNTED -BTM EL. 20.0
WITH WETLAND SPECIES I.E. PICKEREL WEED,
DUCK POTATO, SWAMP ROSE, BLUE FLAG,
• CARDINAL PUMP WILLBPOVIDED TO DRAIN THE BASIN
FOR MAINTENANCE AND EMERGENCIES
DETENTION POND NO. 1 & FOREBAY SECTION
NIS
3'-10" HAND RAIL -SEE
TOW: 33.5-
3 CAULK SEAM AROUND
ENTIRE PIPE
_ 9.0'
TOP OF RETAINING WALL
24" MIN. 6" 33.5
Fpp
ILLED B ND IN ON - - 33.0
1
GALV. HORIZ. JT. REINF. O 8" O.C.
FILL CORES SOLID w/GROUT
it II O REINFORCING
W FILT
D NSER O FABRI4'-0C " j4 O 24" O.C.
ER
W S D @NAILED
#4 O 12" D.C.
ff CUR.
10 I
I _L_J _�' I
L-- --L
L3" CUR. d4 O 24" O.C.
3'-4.
TYPICAL RETAINING WALL SECTION
NOTES:
1. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO THE CITY OF
WILMINGTON FOR THE RETAINING WALL PRIOR TO CONSTRUCTION.
*RCP
AA,
L24"1.0STEEL ;D
TOP RAIL CAP 8' p
, E m L7„ WEIR
GALV. BAR GRATING - 1" x 1/8" LOL7
BEARING BARS (MAX OPENING 4").
FASTEN WITH TYPE J CLIPS. ATTACH i
TO 1-1/4" x 1-1/4" 0/4"
GALVANIZED ANGLE FRAME. MORTAR FRAME ATTACH GALVANIZED WIRE
TO TOP OF OUTLET STRUCTURE AND FACE OF WEIR. rCLOTH OVER SMALL DIAMETER
�3 I ORIFICE (8 MESH .020 WIRE)
1
OST � � 0 1 CITY F.P. 32.55
STATE F.P. 31.0
24" RCP
I I I
PILES �6
LTEMPORARYI!u
SECTION A - A GRAVEL
FILTER
DETENTION POND NO, 1 O��UC RE
NITS
OSED POND
POND DIMENSIONS
NTS
1.0
3" CLASS B
BERM
1 L
3
NTS
RJe��
Nary �
2--3" COARSE AGGREGATE-�4-
,
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
6'
24" RCP
EL. ±27.5 INV: 28.20
EXISTING GROUN EL. t27.5
PLUNGE POOL
�1
3
ARM ASSEMBLY
BERM 28.50
28.25
NTS
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
"C" ENCLOSURE
PROSEPECTIVE VIEW WATER ENTRY UNIT
PVC PIPE VENT SCEEDULE 40
PVC END CAP PVC ELBOW PVC PIPE
SCHEDULE 40
PVC TEE PVC END CAP PVC PIPE
PVC PIPE I" HOLES ORIFICE PLATE
IN UNDERSIDE PVC TEE
FLEXIBLE HOSE
CONNECTED TO ORIFICE 7
END VIEW FRONT VIEW
SKIMMER DETAIL
NTS
RETAINING WALL CROSS SECTION D
NTS
T�
8" CONC. BLOCK RETAINING WALL
±28.51
-BOW 27.5
-BOF 26.17
Approved Construction Plan
Name Date
Planning
Traffic
BUI
POND OUTLET STRUCTURE
(SEE DETAIL THIS SHEE
-RIM 32.5
flF.P. 31.0
MAIN POND
STORMWATER MANAGEMENT PLAN
APPROVED
CITY OF WILMINGTON
ENGINEERING DEPARTMENT
DATE PERMIT # _____
SIGNED
RETAINING WALL CROSS-SECTION C
NTS
NG WALL
Ct�! '
LOAD SPREAD
APPROVED
NORTH CAROLINA ENVIRONMENTAL DATE PRINTED
RETAINING WALL CROSS-SECTION A MANAGEMENT COMMISSION
NTS DIVISION OF WATER QUALITY MAY 0 2 201t
D
r
N
REVISIONS
Da{e Description By
1 Revised er C-
Pommen%. Added Al
�N CA/?O(�''%
SEAL
DATE 12-1-10
DESIGN PGT
DRAWN EJB
C4
SHEET 4 OF 4
07041

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SIGN WALL I I I `�o
(BY OTHERS) I�
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(1) 8"X4" TS&V 9 �3 PP
(1) 4" GATE VALVE I 36 ?> 0
4" C-900 PVC WATERMAIN (PUBLIC) O R
(END PUBLIC Al ROW) °
JACK AND BORE (TYPICAL)
EXISTING 8" WATERMAIN
(1) 8"x6" TS&V
(1) 6" GATE VALVE
6" C-900 PVC WATERMAIN (PUBLIC)
I
(END PUBLIC AT ROW)
(1) 4"X3" REDUCER
(1) 2" MASTER METER I SDM Np 5
(1) 3" BACKFLOW PREVENTOR 3 '
R M 4.7 -
6" RPZ BACKFLOW INV 0.3 `
PREVENTOR e
PRIVATE 6" C-900 PVC /I /
(FIRE MAIN)
20'X70' SIGHT DISTANCE
TRIANGLE" I a
EXIST. DRIVEWAY
2QI ,
ID
EXISTING CP&L POWE CL I /
POLE #PN34L
H
N/F / I co I I
OWNER: FAKES PROPERZES
ZONING R-�
(RESIDENTIAL I I o 0
USE: GROUP QUARTERS (RES w
CARE)
EXIST. FIRE HYDRANT o
SAND FILTER INLET I 5 a
76'X8'X1.5' (DUAL CHAMBER)
RIM 33.8 2
BOTTOM 30.5 Z.
(SEE DETAIL) I I
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EX SSMH
RIM 35.24 I I I t
INV 30.80
IE 30.90 (6") i I'
CORE & BOOT
EXST. MANHOLE L
CO INV 30.93
Q
5'-6" HIGH BLACK ALUMINUM
PICKET FENCE(BY OTHERS) a I ILII Ut
(SEE LANDSCAPE PLAN) �I z
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(BY OTHERS) I w oI u
(SEE LANDSCAPE PLAN) I
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Approved Construction Plan
Name to
Planning
Traffic
Fire
STORMWATER MANAGEME T PLAN
APPROVED
CITY OF WILMINGTON
ENGINEERING DEPARTMENT
DATE PERMIT #
SIGNED
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WILLIAMS JOSEPH N MARCIE
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R04917-003-032-000
¢ILA
ZONING - R15
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(RESIDENTIAL DISTRICT)
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USE: FAMILY RESIDENTIAL
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3
50' TEMPORARY
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CONSTRUCTION ENTRANCE
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CITY OF WILMINGTON
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CONCRETE APRON
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w
QAl!E`EN` `�"� 07�11V A1111i0�'° NO1 ,
LEGEND
1) WATER SERVICE TO BE PUBLIC WITHIN RIGHT-OF-WAY. WATER SERVICE TO BE
PRIVATE ON -SITE. OWNER TO HIRE LICENSED UTILITY CONTRACTOR TO MAKE TAP.
_ -
EXISTING CONTOUR
2) SEWER SERVICE TO BE PUBLIC WITHIN RIGHT-OF-WAY. SEWER SERVICE TO BE
PRIVATE ON -SITE. OWNER TO HIRE UCENSED UTILITY CONTRACTOR TO MAKE TAP.
For each open utility cut of
EXISTING SPOT ELEVATION
3) THIS PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION
CONTROL REQUIREMENTS.
City streets, a $325 permitn
EG'63
�°
PROPOSED SPOT ELEVATION
WATER METER(S) CANNOT BE SET AND ACTIVATED ON NEW MAINS UNTIL ALL
"FINAL
Shall be required from the
REQUIREMENTS ARE MET AND NCDENR HAS ISSUED THEIR APPROVAL".
CALL 910-343-3910 FOR INFORMATION.
City prior to occupancy®
DROP INLET w/INLET PROTECTION
4) ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CFPUA
and/or acceptance.
WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO THE CITY AND
project
OF ORDER IN WHICH
�- �--
STORMWATER RUNOFF DIRECTION
APPROVED BY USCFCCCHR OR ASSE. CALL 910-343-3910 FOR INFORMATION.
MPORARY SILT FENCE,
5) IF THE CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION HE SHALL APPLY IN
CONCRETE AREA
ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)
DISTURBANCE AND
BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
WALL ARE PLACED.
6) WATER AND SEWER SERVICES CANNOT BE ACTIVATED ON NEW MAINS UNTIL ENGINEER'S
WETLANDS
(175)
LANDSCAPING w/AREA
CERTIFICATION AND AS-BUILTS ARE RECEIVED AND "FINAL APPROVAL" ISSUED BY
PUBLIC WATER SUPPLY SECTION OF NCDENR AND "FINAL ENGINEERING
TSF
LIMITS OF DISTURBANCE
CERTIFICATION" ISSUED BY DIVISION OF WATER QUALITY OF NCDENR.
TEMPORARY
7) WHEN PVC MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED
SILT FENCE
X TSF X
TEMPORARY SILT FENCE
WITH NO. 10 INSULATED COPPER WIRE INSTALLED THE ENTIRE LENGTH AND STRAPPED
'" LIMITS OF
TO THE PIPES WITH DUCT TAPE. THE INSULATED WIRE IS TO BE STRIPPED TO BARE
WIRE AND SECURED TO ALL VALVES AND FITTINGS. THIS WIRE IS TO BE ACCESSIBLE IN
DISTURBANCE
WETLANDS
ALL VALVE AND METER BOXES FOR FUTURE LOCATION OF FACILITIES.
8) ALL WATER MAINS ARE TO HAVE A MINIMUM OF 3-FOOT COVER.
RETAINING
TREES TO BE SAVED:
UNREGULATED, REGULATED, AND SIGNIFICANT TREE INVENTORY
WALL
WALL
TREE TO BE REMOVED
CITY
1.
FIRE DEPAR�ENT NOTES
WILMINGTON FIRE DEPARTMENT NOTES
HYDRANTS MUST BE WITHIN 150' OF THE FDC.
-}
2.
THE FDC MUST BE WITHIN 40' OF FIRE APPARATUS PLACEMENT.
TREE TO BE SAVED
3.
LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3' CLEAR SPACE SHALL BE MAINTAINED
AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC.
}
4.
HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB.
5.
NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO CONSTRUCTION OF THE BUILDINGS.
N/F
6.
CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION.
DAVIS PETER R
CATHERINE R
TREE PROTECTION
7.
TEMPORARY STREET SIGNS SHALL BE INSTALLED AT EACH STREET INTERSECTION WHEN CONSTRUCTION OF NEW ROADWAYS
R04917-004-008-000
ALLOWS
PASSAGE BY VEHICLES.
D.B. 4359
P. 660
}
ZONING
- CS
RESIDENTIAL)
( 1 )
MAPLE
18"
( 1 )
MAPLE
14"
( 1 )
MAPLE
11"
( 4 )
MAPLE
10"
( 5)
MAPLE
8"
( 1 )
PECAN
16"
( 1 )
MAGNOLIA
8"
( 1 )
MAGNOLIA
4"
( 49 ) TOTAL TREES TO BE SAVED
TREES TO BE REMOVED:
REGULATED TREE INVENTORY
NUMBER
TYPE OF
TREE
TREE SIZE
( 1 )
PINE
15"
( 1 )
PINE
15"
( 2)
PINE
14"
1
GUM
18"
( 1 )
GUM
16"
( 1 )
GUM
15"
( 1 )
GUM
14"
( 2 )
GUM
13"
( 1 )
GUM
12"
( 2)
GUM
10"
( 2 )
GUM
8"
( 1 )
TWIN GUM
12"
( 1 )
12„
( 1 )
DOGWOOD
8"
( 1 )
OAK
9"
( 1 )
OAK
19"
( 2 )
MAPLE
10"
( 2)
MAPLE
8"
( 1 )
MAGNOLIA
8"
( 2 )
MAGNOLIA
6"
( ( 27 ) TOTAL TREES TO BE REMOVED
USE: FAMILY RESIDENTIAL
NOTE: ALL WORK WITHIN
20'x70' SIGHT DISTANCE \ a
TRIANGLE TREE PROTECTION FENCING
NO PARKING AREA TO BE DONE BY HAND \ w SITE DATA:
8' HIGH BOARD ON BOARD OWNER: RANDY L. BLANTON
TO BE STRIPED AND PROPOSED WOODEN
SIGNED RETAINING WALL / CFENCE ALONG PROPERT) 'LINE SITE ADDRESS: 115 COVIL AVE. I --I
TSF Cl> I I (BY OTHERS) MAILING ADDRESS: P.O. BOX 10137
TW 32.8 -x"
X , , x 39"OAK / WILMINGTON,04917-00 NC 28404 z n ,
w TSF I / (SEE LANDSCAPE PLAN) oIz
w X, .
ti N.H.Co. PARCEL No. R04917-004-010-000
S 72L4-_E. 65 6' TSF -TSF Tw 31.0 OC Tw.34:o o R04917-004-009-000 O
w o cD TOTAL AREA 2.22 ACRES
2.14 ACRES
�s E Bw -z7 5 ZONING DISTURBED AREA MF-M MULTI FAMILY MEDIUM DENSITY U �
x No. LAND USE CLASSIFICATION URBAN y 1, -I
\(2t9) I w Lu No. OF BUILDINGS 3 H 1-4
O (2 zcn No. OF STORIES 3 O
ST IG iEXIS ING OUSE -- SF PER FLOOR BLDG 1 & 3) 5,096 SF r
10 II=DIN \/ 1
QT0 E RE OVED a- I- O=SI E B SET ACK 3 t SF PER FLOOR (BLDG 2) 4,844 SF 4
216) 18 PIN 1 "PI
SDMH No. 41 DI No. I 72 1 20w ( TOTAL FOOTPRINT AREA 15,036 SF a Qt
G 0 RIM 304ll .7 _ RIM 33.4 ��00 P� o O 10" U a G' W 275 No. OF UNITS PER BUILDING 12 UNITS W z IrT,I
I�
q__.. I .41 1 R. -INV 29.49 15 12" RCP � O ��f- NUMBER OF BEDROOMS PER UNIT 2 BEDROOMS a
OC ION 1I). 6" 90' / HANDICAP RAMP INV 29.49 1 AD �� r�A (4) W SDMHHIELL SNoP3 I zo S 03'03'58" W TOTAL NUMBER OF UNITS 36 UNITS W z O
PR 0 D (SEE'DETAIL) -' a - J DI No. 1 10.00 g f�11 �
_ L _ _-_� ao RIM 33.0 69,98' U' W h--y
�0 B ND (1) �6$ 90' BEAD O ANDICAP RAMP T= RIM 30.70 w BUILDING COVERAGE 15.5 ' L)
D TE I .• I" (2)3" 45 I � ,�p� -�
M O� I8.0 �0 � 15 K(;p �28­3 , �IV 30.40 � BUILDING HEIGHT 36', 35' Qi W U
C-900 PV W O h� a SEE DETAIL) RS.00U l z MAPLE SETBACKS (REQUIRED)- BA�KT 25' Z �+
FDG ° $ ° ° 5.008.5 U TW i33J TW 33 5
NT \ Y ew 7 s SIDE 20'
M SE VICE ° o �' T' Z
�? 0 860 3A w 8 8 GU (535) ¢ SETBACKS (PROPOSED)- FRONT ACK 14'
M )'w (622� NSIDE BULL NG ❑ (z33 201 AK 8 GUM SDES 61'/20' Q �Q4i
8"DOGW ^ 5 3" GANG METER ASSEMBLY ❑ o O / � x PARKING REQUIRED "� z
STOP SIG5p �< W2 3/a' METERS AND ° Tw 3a.5 • " �4" HDPE MAXIMUM- 2.5 PER UNIT 90
N ,�° ° O ° / 1°
6"x6" CRO (970) 3,0 a FEB�O MODEL # ;860 MASTER SERIES w INVERT: 27.7 MINIMUM- 2 BEDROOM: 2.0 MINIMUM 72 z 1-�
0 BACKFLOW PREVENTERS 4,5 PARKING SPACES PROVIDED 72 Q W � z
GATE VAI C �y• 97 2g _ A.i ° OPOSED TEMPORARY IMPACT B HANDICAP SPACES REQUIRED 4 I0
R3. Y... W I / ) HANDICAP SPACES PROVIDED 5 H (�
�. / V 2 E 3a.6 00 "` 88.4 SF 0.002 AC BICYCLE PARKING SPACES REQUIRED 5 P4
t FIRE HYDRAN. ❑ ❑ [� ❑ ❑ ❑ � CO INV 32.50 W/5'x5'x12" ED Tw 3as ° 14' OAK �"M r - - �
ASSEMBL 19"OA 0 El BICYCLE PARKING SPACES PROVIDED 15
- (CLASS B RIP -RAP) Tw 32,0 10"OA �� � L O � r
ss . I 4.. TREATED BY z•-1
® W/ FEBCO MODEL BUILDING TWO (MAINTAIN ,POSITIVE �'
Y860�NSf BLDG. I ° FEE 35.0 s� F �� .' W N/F EXISTING TREATED BY POND SAND FILTER
(2) 3"X3' TEE RAINAGE I a' O L--I
�� _/ PC I' 'MARKET NORTH INVESTORS, LLC BUILDING AREA 1,050 SF 13,141 SF 1,915 SF W O
Iz mI p� CO INV 32.50 i o PROPOSED WETLAND IMPACT Tw a.5 - 8'MAP E .I R04917-004 013-000 CONCRETE 0 SF 8,735 SF 637 SIF E-I % 1
w w h "� „ 8"GUM W + D.B. 5017 P. 919 `./
N GANG METER ASSEMBLY A/C PADS (1,929.0 SF Y0.04 AC) - TSFW U 12' OA I ASPHALT 0 SF 21,985 SF 5,906 SF
3 JP - (RESIDENTIAL) FUTURE IMPERVIOUS 0 SF 6,898 SF 276 SF
W/ 12 /4" METERS AND `'1 ❑ (TMP.) RIM 34.1 IMPACT"A © ©A GUM 7 (� I ;I ZONING MF-M RESIDENT
w o a FEBOO MODEL I Q' w 1 No. 6 USE: FAMILY RESIDENTIAL AL TOTAL IMPERVIOUS AREA I PROPOSED PENT" - 10,'GUM cwn 50,760 SF 8,734 SF
#860 MAST'-R SERIES I > GUI' "M -5' LANDSCAPE AREA -
( a ❑ NV 31.0 (ts2s,G SE %.o.pa AG) EXISTING•WEFLAN©S
W m BACKFLOW PREVENTERS wI ��� 5:1 SWAL A5 ❑ . . ° " . %-r �.1 . 2C 6 IMPERVIOUS AREA TO SAND FILTER 8,734 SF
(n o I I a o E �L ( ,.) , LL , r1 RETAINING WALL IMPERVIOUS AREA TO POND 50,760 SF a
U
H BUILDING ONE 5
I\ o > FEE 36.0 0 = a x x XX�sS _ (991"6SSFD Z" 002RPO� IMPACT 4 .' /� O
�I a �� a rCONCRET� DECE¢1Nc° X W 14"PINE
35.8 SAND FILTER - - ° 8"�,
° ° x2.22ACRES) 34
49
IZ ', � 5 DRAINAGE AR tf xY ° WE NDS TO BE "WTVJ_3 W 28.a TREES TOBESAVED 03
w r)� A=0.23 AC. FI LED r "'b SU �' LANDSCAPING AREA REQUIRED: (28,715*8%) 2,297 SF
N
° J .. . W .LL W W F - Q MERGENCY OVERFLOW WEIR LANDSCAPING AREA PROVIDED: 4,098 SF
ti .x .
IQ (10,000 SF) ; I / w 2 = v; W/9'x5'X12" (CLASS B RIP -RAP) STREET(ARD AREA REQUIRED:
Ig I NOTE: A MINIMUM OF 5 BICYCLE o Ao ,�. W . " -11 ..� o MAIN FRONTAGE - DRIVE WIDTH x 18' H� I~
PARKING STALLS TO BE PROVIDED �' - d (SEE DETAIL) ( ) 4,804 SIF
o �° x POOL I �" N o, FES-2 (290.8T - 24' x 18') � O
INSIDE OF EACH BUILDING. SEE i a / W INV 28.20 STREETYARD AREA PROVIDED: 4825 SIF r , 0
ARCHITECTURAL PLAN FOR I x I r=4CID
NDETAILS. CO I ° d° • . W Q P 18' 24" RCP OPEN SPACE AREA REQUIRED W U
12 " ° s L. . . - . AREA = PROJECT AREA - POND AREA 11--�� N
CO INV ,31.36 INV 32x55 ° 8" 1= UI n. E'I H Ilk w� W W W L - OUTLET STRUCTURE (2.22-0.13 = 2.09 ACRES) �
° ° , IE: a33.5 ° RI {PROP08E& PERMANENT" W,' - W . " RIM 32.SS +�
> g5o IEs 33.4 IMPART B W' W " '-' ? 35% OF AREA = (2.09AC. X 0.35) 31,864 SIF T FS LO Lo u
(1) 3„ 90' BEND ( ���� I� z 'N 91J _ z '1OAt INV 29.00 v O I a
_ �' a D=�a.. x X < 97 0' �F / D o0s AC) " " - 0'J
yy --5r1 W Tw. ' a 2" FAIRCLOTH SKIMMER POOL AREA CONCRETE 4,000 SF 70 z
-- SS � to > �. S�_ALE X;° � � I ACTIVE RECREATION AREA Z Z 0�
W 1.90" ORIF, E HEAD (CONCRETE) w
t I " N METER ASSEMBLY > ° M / / MgPLE POOL OPEN AREA 1,140 SF
Op °` ❑ ❑ ❑ ❑ ❑ � 91.00 _ � � / � L OPEN AREA IN B/W BUILDINGS 8,260 SF -I-' AOV � 0
G 5' A/C PADS 8 3 GANG ME E W LE OPEN AREA OUTSIDE BUILDINGS 1,320 SF ^^ +� - w
11 "OA ® ° P�N WOODEN WALKWAY 320 SF W N M C) M $
��, ^
�ti 1 90', BEND (TYP. 6 ❑ W/ 12 3/a' METERS
LOCKABLE GAT _ -, 33.5
ETERS AND
0° a S° �`=�'SS _ ❑ FEBCO MODEL4860 MASTER SERIES � � 1 "GUM TOTAL ACTIVE RECREATION AREA 15,040 SF W
BACKFLOW PREVENTERS _ RIP RAP WEIR
FD 1 ❑ I ILL
- I" `,I 1 "PINETOP ELEV. 28.5 PASSIVE RECREATION AREA N � p oN
o-^ a? PRI ATE 00 p �y PROPOSED 4' ELEVATED -WOODEN WALK WAY ' l (SEE DETAIL) WETLANDS 5,675 SIF IF��� r, co
(z1bb 7 (FR IvT 0 (STRUCTURAL DESIGN BY OTHERS�SF�DETAIL) ❑ ( I I NATURAL AREAS TO REMAIN 8,106 SIF
U
PZ 1 216 CO INV 31.7 O .I` 1' GUM BUFFER 3,295 SF
/ H NDIC P RA P BUILDING THREE U) VEGETATED SHELF TOTAL PASSIVE RECREATION AREA 17,076 SF
(SE DET L) ❑ (1) 6" FIRE SERVICE FEE 35.0 uI 0"GUM _
1) FIRE HYDRAN W/FEBCO MODEL #860 15" FES-2 INV 30.5 TOTAL RECREATION AREA PROVIDED 32,116 SF
J & ASSEMBLY I MASTER SERIES INSIDE BUILDING W/5'x5'x12" ED 0 r 1 "MAPLE _
8.50 5.00 00 (CLASS- B RIP -RAP) ¢ - " / I FP 31 0 XLSG WATER 0 GPD
00 �' U `- ° 6SED WATER 36 UNITS 0 400 GAL DAY 14,400 GPD
INV 32.0 ° o .° APPR ( / )
0 GPD
DI No. 3 a A/C PADS f�'PINE' NP 29.0 36 UNITS ® 360 GAL DAY 12,960 GPD
DUMPSTER WITH RIM 33.9 I � -yk$ (TYP.) h __ - '- ` W � NORTH OAROLINA �1�'��A[( / )
I �° _ i RETAINING WALL C III
O SCREENING PER CITY CODE INV 26.95 (24") 24° RCP 1 .00 ti ROUND POND MANAGEMENT COMMISSION %
(SEJ DIET IL) 1 NV 2 .49 18") INTENAJNCE/,ACCES3 EAS_ EMENT - - - " 32 Tw 335 X 8"GUiV�L 33.5 (��vl' N F 7 le �N
30 C) �031, I ( TREES ESS1
WATER QUALITY
( 16) - EASEMENT " s E A L /=
1 "GU 1 „Gl M_ BU - _ Tw__33. MAINTENA CF` - -
1 NOTES: �`'' �
T
" -- 20' SIDE I{- 4_ 'O �,""„ '"�""" ®` 6�= SF � � 1) PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED E S
16) SETBACK + 1I .. __ \... �"''�.. �/ 15I OAK OF TREES
_ \ kl .
A X 9 GUM 1 3 _ 1 4 '4` 2) NO CONSTRUCTION WORKERS, TOOLS MATERIALS OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. 17374 a =
3 24' FES--a INV 26.42
-•._ - -" TSF -... 3) NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED AND IMPROVED. � '•
34 r 4 M. SDMH No. 2 W/ 10'x15'x18" ED I /p �INEy
CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQU
I --..;��' - 19 PINE 4) TREE PROTECTION FENCING TO BE MAINTAINED DURING CONSTRUCTION AND LAND E G , �
} 33 33 =' �9 TSF RIM 33.5 (CLASS B RIP -RAP) INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS. i, CREGOR 1\�,
VIA G I
- NDSCAPE SCR E NC' 1 G�JM °" S 84'5O 07 INV 26.52 5) NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THE LIMITS OF DISTURBANCE SHOWN ON PLANS I/llllll111
16 OAK 1Q�PAR It`dG LOT �' 6) ALL ROOF DRAINS TO BE DIRECTED TO STORMWATER POND.
O ' K 7) EXISTING UTILITY LOCATIONS TAKEN FROM CITY OF WILMINGTON AS-BUILTS. CONTRACTOR TO FIELD VERIFY LOCATION AND MATERIAL TYPE PRI
TSF SDMH No. 1 8' HIGH BOARD ON BOARD I corsrnucnoN. DATE 1-4-11
SF K RIM 34.0 FENCE ALONG PROPERTY LINE I 8) ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD STANDARDS. DESIGN PGT
INV 26.85 (BY OTHERS) 9) ALL PAVEMENT MARKING IN PUBLIC RIGHTS -OF -WAY AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT NDARDS.
(SEE LANDSCAPE PLAN) 5' CONCRETE SIDEWALK 10) ALL TRAFFIC CONTROL SIGNS AND MARKING OFF THE RIGHT-OF-WAY ARE TO BE MAINTAINED BY THE PROPERTY OWNER. DRAWN EJB
I 11) ALL PAVEMENT MARKING REGULATING TRAFFIC FLOW MUST BE THERMOPLASTIC.
N/F 12) ALL PARKING STALL MARKING AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE.
NEW DAWSON LIMITED PARTNERSHIP 13) A UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN CUT OF A CITY STREET. CONTACT SKEET CARR AT 910 341r--.S FQF MORE DETAILS., IN CERTAIN
CASES AN ENTIRE RESURFACING OF THE AREA BEING OPEN CUT MAY BE REQUIRED. ?w-buy : ")
R0491 7-004-01 1 -000 SITE PUN
D.B. 3214 P. 447 DATE PRINTED 14) INSTALL REFLECTORS PER CITY AND NCDOT STANDARDS. CITY OF WILMINGTON TRAFFIC ENGINEERING MUST APPROWOF PAVEMENT MARKING OUT
ZONING - MF-M BAR SCALE 1"=20' PRIOR TO ACTUAL STRIPING. „rtR III III
(RESIDENTIAL) I 15) ONCE STREETS ARE OPEN TO TRAFFIC, CONTACT CITY OF WILMINGTON TRAFFIC ENGINEERING TO REQUEST INSTAON p TR NAME
ueQ 'I I SIGNS. PROPOSED STREET NAMES MUST BE APPROVED PRIOR TO INSTALLATION OF STREET NAME SIGNS.
USE: FAMILY RESIDENTIAL MAR 2 2 �•2 16) ANY BROKEN OR MISSING SIDEWALK PANELS AND CURBING HALL BE REPLACED. KY�.>Q1-L' SHEE'T7 1 �tO•IF 4
20' to' 0' 20' 17) CONTACT CITY OF `WILMINGTON TRAFFIC ENGINEERING AT 910-341-7888 48 HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT-OF-WAY. 070 0i I
LOCATION MAP
NOT TO SCALE
REVISIONS
Description I By
5 11 11
Revered retaining
8/1/11 •oil and L.O.D. AL
6 Reali ned curb to
9/22/11 avo'idg tree removal ALG
NUMBER
TYPE OF
TREE
TREE SIZE
( 1 )
PINE
19"
( 2 )
PINE
17"
( 2 )
PINE
16"
( 1 )
PINE
12"
( 1 )
PINE
10"
( 1 )
OAK
30"
( 1 )
OAK
20"
( 1 )
OAK
17"
( 1 )
OAK
16"
( 1 )
OAK
14"
( 1 )
OAK
13"
( 2)
OAK
12"
( 1 )
OAK
11"
( 4)
OAK
10"
( 1 )
GUM
15"
( 1 )
GUM
14"
( 2 )
GUM
12"
( 1 )
GUM
11"
( 4)
GUM
10"
( 1 )
GUM
9"
( 4 )
GUM
8"

DRIPUNE
II I
F
I
{{ y
I
PLAN
STRUCTURAL ROOTS
STRUCTURAL ROOTS LOCATED
FEEDER ROOTS NEAR BASE OF TRUNK ARE
FEEDER ROOTS ARE LOCATE NEEDED TO GIVE SUPPORT TO
AT "DR PROVIDE
' OF TREE ELEVATION TREE CANTIRE FAIL AND IF EDAMAGE
AND PROVIDE TREE TEN PROPERTY.
MOISTURE AND NUTRIENTS. SEE NOTE 2 & NOTE 4
SEE NOTE 1 At NOTE 4
1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK
THE TREE TO THE EDGE OF THE OVERHEAD BRANCH CANOPY. DAMAGING
THE 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 THE BASE OF THE
TRUNK. THESE ARE ESSENTIAL IN SUPPORTING THE TREE AND HOLDING IT
UPRIGHT IN HIGH WINDS. REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH IS BEING
CONSTRUCTED.
3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION.
METHOD OF TREE PROTECTION DURING CONSTRUCTION
SD 15-09
NOT TO SCALE
CUT OR TOOLED
JOINT
TlcuUw
IRFfl1nN
PLAN
R.R1 SLPf 1 \2 SSE
r�
4' SIDEWALK CONGA
I III III III II'
CONCRETE III III N III z
6x8-10/10 W.W.M. L COMPACfm
SUBCRADE
SECTION
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
1'-0" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN
RESERVED WITH
READ "RESERVED PARKING"
WITH IDENTIFICATION SYMBOL. o
BOLT TO WD. POST W/ 3/8" CANDIUM o
PARKING PLATED NUTS, BOLTS & WASHERS Il
9" x 1'-0" x .080 STD ALUM. SIGN
® TO READ VAN ACCESSIBLE". o
BOLT TO WD. POST WITH 3/8" CANDIU o
PLATED NUTS, BOLTS & WASHERS o
9" x 1'-0" x .080 STD ALUM. SIGN o
12„ TO READ 'MAXIMUM PENALTY $250, -
CS 20-37.6". BOLT TO WD. POST
COLORS WITH 3/8" CANDIUM PLATED
LEGEND AND BORDER - GREEN NUTS, BOLTS & WASHERS. FINISHED
WHITE SYMBOL ON BLUE BACKGROUND
BACKGROUND - WHITE PRESSURE TREATED 4"x4" POST. GRADE
1/2"R(TYP) -
MAxIMUM VANIII
°I P; 'Y 3/8"( P) I1 1 I� kl I1-1 1= o
III III -III � III -III I
I I��p po III=III III -III- M
LEGEND AND BORDER - GREEN BACKGROUND EL WHITE
GREEN =III III
BACKGROUND -WHITE =III=III==
TYPICAL HANDICAPPED SIGN DETAIL
NTS
i7
CONCRETE
FOOTINGS
r4"X4" POSTS
X\
\
d.
�
8" CONCRETE
II
PAD,
`AT 3000
6X6
PSI W/
- 6/6 W.W.F.
i
X
14
22'-4"
T
kl
PLAN
2"X6" CAP
4"X4" POSTS \_HORIZONTAL
(TREATED) WOOD SIDING
ELEVATIONS
\SPHALT
DAVEMENT
ENCLOSURE GATES
W /rPngq-PPACINIG
DUMPSTER PAD & ENCLOSURE DETAIL
WHERE RUNOFF IS DIRECTED
AWAY FROM CURB GUTTER 2'-0"
SHALL SLOPE AWAY AS SHOW 1' 6" 6"
CLASS A CONC. I
ASPHALT
SLOPE 3 - 3-R °
I
n J8 R
DRAINAGE AWAY FROM CURB
2'-D"
CLASS A CONC.
ASPHALT SLOPE 3^ TO,k
DRAINAGE TOWARD CURB
CURB SECTION
NTS
am
RIEPLAIN T AA FOR PIPE --_r
�µlp1
NO MUSE PEWEY gROS.
CCAHS- N JA OR GA
FORS YMD DNCLLy�BN-47
CONC. GOWV2 L
J
PI AN
CONC. COLLAR-�
II1�0", -ASPHALT PAVEME
/ PAVEMENT
I � n ry veo,re
BRICK
3000 PSI CONC ..
SECTION
DROP INLET DETAIL
NOTE
1. CONTRACTOR MAY USE BRICK WITH MAX. CORBEL 1' PER COURSE
2. CONTRACTOR MAY USE ECCENTRIC M.H. UNIT
pSp��N�.� �W%..I.,ANLGg5& COVER PRECAST 4' RISER RING
chi Ek 120 LBS: Fes?R k:11:.UkA&
h 'I
3 r,
.ors, It 110
n1�11�
CONC.MH BLOCKS PRECAST MH RINGS
SECTION
STORM DRAIN MANHOLE DETAIL
NT5
Approved Construction Plan
Name Date
Plannin
Traffic
DATE
STORMWATER MANAGEMENT PLAN
APPROVED
CITY OF WILMINGTON
ENGINEERING DEPARTMENT
________ PERMIT # _____
SIGNED
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
2'x3' DI- HEAVY DUTY
(TYPICAL)
RIM 33.8
10" CONCRETE SLAB
rl.Is
ommme
CONCRETE BRACE WALL
15' O.C. s
8"
ELEV. 30.5
#4 REBAR -�
0 12" O.C. E.W.
Weir Flow
Overland
ae•°
REVISIONS
SITE
WORK NOTES
No
Description
By
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
CONDITIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
1
Revised Ci
2.
CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
for
omme Ad eq
ALG
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
4/14/11
.
Revised per NCDENR
ALG
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
4/28/11
commens.
4
Revised per NCDENR
commens.
ALG
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4.
MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
5/11/11
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
Removed Root
5.
DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
8/1/11
Aeration detoil.
ALG
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
6.
FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
7.
THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
eu+naloN Jowr B. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
AT W RTOAWLS(IW)
PROPERLY PERMITTED FACILITY AS REQUIRED,
E
tit 9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
>•Ei
EXISTING UTILITIES DURING CONSTRUCTION, BEFORE COMMENCING ANY EXCAVATIONS
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
y
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
i�
10 ,
THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
1") Axi E
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
11 �
11,
EXISTING SURVEYING PERFORMED BY PAUL D. TALBOT, PLS, AND SUPPLIED BY THE OWNER.
1 Y�
12,
THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE, FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
GEE.
13,
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
HIS. WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14,
ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER
AT FINAL GRADE.
15.
ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
r ,
STANDARD SIDEWALK DETAIL
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
W
SD 8-15
16,
ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING
Nm To SnxE
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
u
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC,
1T
ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE, THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE
r ,
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
IL�-
18.
CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKFTED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19,
USE. WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
W
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
2 ROWS #4 REBAR NON BLEEDING, REFLECTIVE MATERIAL MAY BE ADDED AT OWNERS OPTION FOR
NIGHT REFLECTING.
0 12" O.C. E.W. 20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE
STRENGTH OF 3000 PSI ® 28 DAYS - AIR ENTRAINED.
-JOINT BETWEEN CURB & WOODEN 22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
WALK TO BE CALKED WITH CLEAR BY THE OWNER, FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR,
EXTERIOR SILCONE SEALENT 23. SEE GEOTECHNICAL REPORT NO. , DATED -------- BY ___-----
------
FOR ADDITIONAL REQUIREMENTS.
LOCKABLE HINGED ALUMINUM SOLID GRATE CONSTRUCTION SEQUENCE
/ ELEV. 34.3f 1, NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
3' OVERFLOW °
WEIR 7.5' O.C. 1 +1
ELEV. 32.3 TOP OF SAND
ELEV. 32.0 a
81� 8"
e °
4 °
Is
or
CLEAN COARSE SA
SAND FI LTER I N LET DETAIL
NTS
Cover Grates
0 W W EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL). ' ^
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED V L)
SOLID WALL BEYOND INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
ELEV. 33.3 BUT NOT LIMITED TO GRAVELED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER BEGINNING
CONSTRUCTION. y
CONCRETE WALLS 4. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN. r , z
SILT FENCE AND INLET PROTECTION ARE TO BE CLEANED WHEN 0.5 FEET OF SEDIMENT HAVE
6" EMERGENCY OUTLETS ACCUMULATED IN FRONT OF THE DEVICE OR WHEN THEY LEAK OR FAIL, SEDIMENT TRAPS ARE
CLEANED OUT AS STATED OR WHEN HALF FULL. QN
5. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN W
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER 04 FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
6. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS U
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING
AVERAGE INFILTRATION RATE 7. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED. M x
1.8 INCHES/HOUR 8. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE OF W+i
ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES AND OTHER UNSTABILIZED AREAS. E--I
6" OVERFLOW HOLES W/ SCREEN 9' MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE. O
INV 30.5 10 MORE
PROVE EN EEASURES LESS MAY EFFECTIVE,
REQUIRED TO HALT EROSION IF THOSE ON THIS 0L-� Oy
11. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION. z z
12" HOPE ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
)f TO OVERFLOW MAINTENANCE PLAN z ,z"
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND Q
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN �A
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL. `Et
8' CONCRETE SLAB 00 2. ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY (� T�
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. 1� •r' C1�
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING 1� z
ND THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED, WASHED OR TRACKED 1-4 K-4
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS. 4 <A O a
3. SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION, BLOCK �
AND GRAVEL INLET, ROCK DOUGHNUT INLET PROTECTION AND ROCK PIPE INLET PROTECTION
WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL W P-4
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS AS DESIGNED.
DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE CLOTH TO ALLOW PROPER Q
DRAINAGE, SILT SACKS WILL BE EMPTIED ONCE A WEEK AND AFTER EVERY RAIN EVENT.
SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS, DANDY SACKS AND SOCKS
ONCE A WEEK AND AFTER EVERY RAIN EVENT.
4. DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR OBSTRUCTIONS
FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED. SWALES MUST BE
TEMPORARILY STABILIZED WITHIN 21 CALENDER DAYS OF CEASE OF ANY PHASE OF
ACTIVITY ASSOCIATED WITH A SWALE, '
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF FILLED. n
THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUST 1� O
BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA STRENGTH
FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD 1,11
BE STEEL. STAKE SPACING WILL BE 8 FEET MAX. WHEN STANDARD STRENGTH FABRIC CO
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE C\2
DESIGNED AT LOW POINTS IN THE IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED
OR REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED
OR IS DAMAGED. Lz
6. SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE CAPACITY HAS
BEEN HALF FILLED WITH SEDIMENT, THE ROCK WILL BE CLEANED OR REPLACED WHEN
THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS DISLODGED. BAFFLES '--'
WILL BE REPAIRED OR REPLACED IF THEY COLLASPE. TEAR, DECOMPOSE OR BECOME ' 1 0
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY, SEDIMENT WILL BE REMOVED WHEN
DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE
INSPECTED WEEKLY AND WILL BE KEPT CLEAN,
filter bed 7. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE CAPACITY HAS
Ci
BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT
Z
4%
O
POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR
N0
co
REPLACED IF THEY TEAR, DECOMPOSE OR BECOME INEFFECTIVE, THEY WILL BE REPLACED
'�
- PROMPTLY, SEDIMENT WILL BE REMOVED FROM BAFFLES WHEN DEPOSITS REACH HALF
THE HEIGHT OF THE 1ST BAFFLE, FLOATING SKIMMERS WILL BE INSPECTED WEEKLY AND
WILL BE KEPT CLEAN,
O
I
I a
Outflow 8 ALL SEEDED AREAS WILL BE FERTILIZED RESEEDED AS NECESSARY, AND MULCHED ACCORDING
Z
IZ
co
co u
Sedimentation Chamber (Forebay) Sand Filter Chamber
(Deposition of Heavy sediments, Organics, Debris) (Filtration of solids)
SAND FILTER DETAIL
NTS
10'-0' MIN.
MNE
1 I DEEP
PFMgdr w•GRa2MIr
°"00N0RSID
1N"� PIPE OR DITCH
OUTLET
JOINT I IXPMuwx Jo1/2 A
PWA I
B" oRI.EWAY IRON
PIATA
D057m 18'-0' YIH
PA1411FM
.PLAN_
soouR N'ouRE ((M) -
b'
AIR RAP IN BASIN Nor
10' TO 12' vNa.B1F
5'-0"
SIK)Ml FOR CWNY
IXISTMT PAYPIEM
EKPANSKN JOMr
SECTION A -A
txBroN
PAYEMEHT 3/4 ORMEWAr
LINERS CLASS 2
RIP RAP
souARE cmGF
12" THICK WITH
FILTER FABRIC
IXISANG PAVEMEHT
FORMING DETAIL
RESIDENTIAL DRIVEWAY STREETS WITH
NO CURB
SD 8-05
Nm TO scut
SED ./ WOK[ Ar FBtYUBEx
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
CO
C9
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDER DAYS, ALL
W
.�
La
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
9. FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES, THE PUMPS, TANKS, HOSES AND
+U
0
w
INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
^
QQ
0
0
W
tL0
0J
M
a
.0
SPRING-SUMMERL)
Q)
PSEEDIEER SENT GRASSING DErAJL
~
D
124
N
AIE� EWE (e/4v1
E-4
T-I
4
(�
Q
R1a1t IINWGM4 m
as
INSTALL LEVEL AND FLUSH
W/ NATURAL GROUND.
A
GROUND
TEMPORARY SUMMER GRASSING DETAIL a a r
SEEDING MIXTURE SEEDING NOTES
AE= fib/Mi 1. wiuc A 1cv wxxevas o Dtaaa art smDFA
GERM,• ,.,n w z = cools M M'NID'aRA4 MY ON sMAIFD S116 MpE IT GYMT DE-
CO A PEST. 6EMRIM NUSS No M MR/[ED INN rK1�-\/
a 4/. sm"" �
ium mU A�MIEu/ruc�-MErEo Suavws Nr WEE
SEEDING DA70
SEEDING NOTES WME I -.rxr 1a
IMINa/AB - 1.1Y 1s.WG 15
1 OIWIX SOIL AMENDMENTS
wMEu ISAx - WM e-.Wc. fs _
SqL AMENDMENTS
r ariNiwaaAn�NUEslvxo Sm ymnl 10-lo-foRYrewn�tn�"^
IOIUI MmlDnatloxs OF SOL 1613 GR ART.Y L(KC Ui Geolic Mau -
Toe. uEsnNE W 7so WA fo-lo-10 rt5nam. MULCH
DATE PRINTED M~4,000 IEa/��EW bE =�t,„D�.NN r. E NG �' In M
GR A MAGI NKSERNr TOR A �M( ANIII ■ALES W MFMIY 81RNCM GM M tess AS A MAGI WA.INI1100loot.
INn AS A MAGI ANSL1•K To0.
MAR 2 2 2012 MAINTENANCE MAINTENANCE
IEDM�i r 1wD>Mw m°oMDMOfx oIMRwrDt:�' aevm� xo MAa M- IM�r M: wim aIv aI�'x A�ruire�iDEN A�"1EAi�eSAA•�ce a
DLW6D, DMT SWY,A N41 MaW Aa GRM A9 M}RKD.
LATE wrrtER Nib WINTER
EARLY sPraNcs TEMPORARY FALL GRASSING DETAIL Fu �'-
TEMPORARY GRASSING DETAIL PERMANENT GRASSING DETAIL
SEEDING MD(TNNE SEEDING MIXTURE SEEDING MIXTURE
RATE [E/eeYM) AS=
Rye ( min) t ZO RY. (groin) 120 (MfM a Ta an
Mn Ieiii ii (Kobe M rm
AMMAED MiM1ES)
Rood t and Coostot Rome. Wlasso ]a
Ko.on M Moamaine) So SEEDING NOTES
omx MM•.pNno nsm etmoY M M MSEEDING DATES
AUG. 15DEC. 15
I•).M COATAL RAN GEM NEDYOHT - AUG. 15-OEC
SEEDING GATES: NMIaT - oeAlleu
MwAue, - AUen VKC, R FM 1s-M.A is SOIL AMENDMENTS SOIL AMENDMENTS
R.Snlanl - Jm. 11 y 1R: Fb. 1-M% 1 - OR
FIDLOM SOW . TESTS OR MMY 2,DLB/AGRE GRAND AGRICULTU AL
�y �U11NL �IR61 Ia.m�,
C.e.MI PWn - D.a 1. IS U IMTONE AND 1,0D0 18/ACRE 10-10-10 FERTILIZER. 1AW !/.m fo-fo-lD FI
SOIL AMENDMENTS - MULCH MULCH A`t -.m �("e ".--
FOAw nmmm ItNre N •M t or M IV. oM.M a,W-
tWa 75D •/.R. 10-ID-fo M Y A.aoo sBAN ANc1oR s1RAw er TACIMa vam ASFIw.r, xErnxc. ArFn autr F� a'
OR A WISM 100. A OLNI( VITH MAVES SET NFMLY STRAIGHT CAN M: CAM .Im A M lIXl. WONMMsITH ' E li"MF MMISY a�VI-
MULCH - USED AS A WILN ANd10RING TOOL M TEED rS A MAGK /� R �/f ry/
ATMLY 4P IR AGE SIRN. NCIKR STRAW IN 1AMONG nIM ASPIMLT. HITTING ` 2 i. 4012
GR A MAGI AIiGMIMM ToM. A oBK NNnI MADE, Mr xFAIEr a,RUYIr cw ff MAINTENANCE MAINTENANCE 4 u
IBED AS A MAGI AMDIIDI•M TOOL ft,Ir mM nI.dME. 4omageG m.e. Mxneffideb. Tapbw• efth W Dom/ a Fu1LN /LCG1E C TO mi.� On AFFU w l M�
of nibcyNn M Mmoh. N Y ,. n.s...•r M •e•M Mn.mery amer ) oR FEAMENN. W • IN Sb1 NO 1O.QR. RIMR� Ist. A 12+
June 15, Rm.•.5 eiU1 50 A/ome Tree. (PMGmorR GEM Ce RAM 1D-i.a, M S.EM 1MT NRIAOA. ATOD
R6ERIR� E 4ADMN E MDT iLLLY NIEGMR. pLSFID, RMflOI@ N• MAGI m Km.an (MounUiM) IMp.Ea. In Mt. F.Muory or 4aNY Ymc11. WiM RFATKIL AS m MEF,WL9 SIMM DBMS m DMIE M9EID. MMNm
YYE MY Foloeo , EROSION OR OTHER D%M. AND MAGI DYDLfD MEK MMrMRY. Ute TD A IEIDM OF 23-S5 PEES
M INEEM
�.` ESSI
S E A L _
17374
40
..E!GINEy
/////CREGG \
DATE 10-27-10
DESIGN PGT
DRAWN EJB
SHEET 3 OF 4
07041

CONC. BLOCK RETAINING WALL
REVISIONS
Description
W DNED STOOR 0 NE 51-
IL
+
NCWT/+OR�S�..���y�n
WASHED STONEE
H '������y
CON�T• �CTIO��P [:IFl�T�c
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING
f
THE INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND
DLIEREO
SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND
.yA
THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART.
3. SURROUND THE POSTS WITH WIRE MESH HARDWARE C1_01H.
SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP.
MIDDLE. AND BOTTOM. PLACINGA 2-FOOT FLAP OF WIRE
MAINTENANCE,
MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH
4. PUCE CLEAN GRAVEL (NCWT /5 OR /57 STONE) ON A 2:1
SIGNIFICANT (a INCN OR GREATER) RVNFNl L4ENT.
AL
SLOPE WITH A HEIGHT OF 16 INCHES AROUND THE WIRE. MD
CLEAR THEN H WIRE OF ANY DEBRIS OTHER
SMOOTH TO AN EVEN GRADE.
OBJECTS TO PROVIDE ADEQUATE FLOW FOR
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABIUZED.
SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE
REMOVE ACCUMULATED SEDIMENT, AND ESTABLISH FINA GRADING ELEVATIONS. OR UNDERCUT THE WIRE MESH WRING SEDIMENT
8. COMPACT THE AREA PROPERLY AND STABIUZED IT WITH GROUNWOVER.
REMOVAL REPLACE STONE AS NEEDED.
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
NTS
LOCKABLE GATE AT ENTRANCE
PLAN VIEW
Tno DAII
TIMBER POST
TIMBER PILES
NOTE: THESE DRAWINGS ARE FOR PERMITTING ONLY, AND
ARE NOT INTENDED AS FINAL DESIGN DRAWINGS FOR
CONSTRUCTION.
PROFILE VIEW
GA o
WIRESI
n
STEEL POST
WIRE FABRIC
FILTER FABRIC
q `A
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32- IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12 STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36• IN WIDTH. FABRIC SHALL BE FASTENED
ADEOUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0• IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
NTS
SKIRT
ENGINEER
OF RETAINING WALL 33.5
6' EMBANKMENT
TOP OF RETAINING WALL
-�
BOTTOM OF SHELF 28.`
i
SHWT
APPROXIMATELY 28.5
1 FOREBAY
MAIN POOL
2
_ CLEANOUT 25.0 23
BOTTOM EL. 24.0
1
1
CLEANOUT
* POND SLOPE TO BE SEEDED IN ACCORDANCE
EL. 21.0
TO SEEDING SPECIFICATIONS
• 10:1 VEGETATED SHELF TO BE PLANTED
-MW EL. 20.0
WITH WETLAND SPECIES I.E. PICKEREL WEED,
DUCK POTATO, SWAMP ROSE, BLUE FUG.
IWILLFBEWPROVIDED
" A PUMP TO DRAIN THE BASIN
FOR MAINTENANCE AND EMERGENCIES
DETENTION POND NO, 1 & FOREBAY
NTS
SECTION
3'-In' HAND RAIL -SEE
0
N
0
TOP OF RETAINING WALL
24' MIN__. _I
6-
33.5 -
2 5 CONT. IN CONC. . . III T -II _
33.0
FILITD BOND BEAM
GALV HORIZ Ji.
REIN
REINF. O O.C.
'.,
FILL CORES SOUD w/GROUT
O REINFORCING
D NS O 4'-0#4 O 24' O.C.
w FILTER FABRIC
$ D do NALED 2 1/2•
L�
.._.
'---4 O 12" D.C.
�2' CLR.
� r
L-J�
L
L3' L-#4
CLR O 24" O.C.
3'-a•
PICAL RETAINING WALL SECTION
N
NOTES:
1. CONTRACTOR TO SUBMIT SHOP DRAWINGS TO THE CITY OF
WILMINGTON FOR THE RETAINING WALL PRIOR TO CONSTRUCTION.
A A,
L24" RCP 1
ih
STEEL PIPE m
TOP RAIL CAP 1,6" 4O"�F 6" I, �7" WEIR
GALV. BAR GRATING - 1" x 1/8" ELM
BEARING BARS (MAX OPENING 4-).
FASTEN WITH TYPE J CLIPS. ATTACH
TO 1-1/4" x 1-1/4" x1/4"
GALVANIZED ANGLE FRAME. MORTAR FRAME ATTACH GALVANIZED WIRE
TO TOP OF OUTLET STRUCTURE AND FACE OF WEIR.r CLOTH OVER SMALL DIAMETER
3 ORIFICE (8 MESH .020 WIRE)
1
10 1 CITY F.P. 32.55
OST
24" RCPX
Iellf� I
i PILES 6 4,-0„ 6" - D- _-
,�,� TEMPORARY'!1
SECTION A - A GRAVEL
FILTER
DETENTION POND NO. 1 OUTLET STRUCTURE
NTS
'OSED POND
POND DIMENSIONS
NITS
1D
9,0
TOW: 33.5-
CAULK SEAM AROUND
ENTIRE PIPE
EL. t27.5 INV: 28.20
0./
- - EL. ±27.5
EXISTING GROUN PLUNGE POOL
���hI:ZH�►�yt�P/���i��Pi�7��I:
FOREBAY BERMI
1 3
3" CLASS B RIP -RAP""
Nis
�►� � ��' 1�J ►1 �1iT� � I ►l
r -� �.
COARSE AWRECAIE ,ti
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
FOREBAY BERM 28.50
3 1 28.25
ARM ASSEMBLY
NTS
24" RCP r-
I -1 T T ITT_ 1 1=IIEL. f 28.5
= III IIII-III-III
- - -BOW 27.5
-BOF 26.17
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
'C' ENCLOSURE
PROSEPECTIVE VIEW WATER ENTRY UNIT SCEHDULE 40
PVC PIPE VENT PVC PIPE
PVC END CAP � r PVC pgOW
A-'TYIjH--II,IT r�1 WATER SURFACE
SCHEDULE 40
PVC TEE PVC END CAP PVC PIPE 70R.1F10E PLATE
PVC PIPE J" HOLES
IN UNDERSIDE E
FLEXIBLE HOSE
CONNECTED TO ORIFICE
eI
4
END VIEW FRONT VIEW
SKIMMER DETAIL
NTS
Approved Construction Plan
Name Date
Planninq__
BUII
POND OUTLET STRUCTU
(SEE DETAIL THIS SHEET
-RIM 32.5
F.P. 31.0
29.0
MAIN POND
STORMWATER MANAGEMENT PLAN
APPROVED
CITY OF WILMINGTON
ENGINEERING DEPARTMENT
DATE PERMIT # _____
SIGNED
RETAINING WALL CROSS-SECTION C
NTS
/
LOAD
RETAINING WALL CROSS-SECTION A
NTS
VG WALL
\'\ MAR 2 2 2012
DATE PRINTED
MAR 2 2 2012
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///11111110,
DATE 12-1-10
DESIGN PGT
DRAWN EJB
C4
SHEET 4 OF 4
07041