SW8950213_Approved Plans_20020215

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(1) 6" 90' BEND BOOK 786 PAGE 32
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NEW PRIVATE 6 WATERLINE OLEANDER COMPANY �
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(02w FEs INv.=3s.4o BOOK 786 PAGE 32
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VICINITY MAP NTS a o 253 LF NEW 8" PVC SS NEW SSMH a O LL
INV.-38.55 � ..J Z
;�, S 48°02'04" E �_8.80 W
_ _ S 48°26'40"/� 78.5 N47°11' "W
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- - - - _82 F 18"�!3 NEW CATCH BASIN N Q
-39��- - - ^ �\ \ 42.24 ' 1�OP=43°00 ' a� ASPHALT DRIVE °' V
12 P INV- 9. v
�{ / 3 2 DROP INLET 5
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~o INLET ^ ' - - ^� � � ----- � S D _
( �'� INV. \36.25 u �.:,i. a✓ R I SD - SD _7D DROP IN H Z 0
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o I R I \ APT. UNITS--- s DROP INLET g
OUTLET STRUCTURE N I RETENTION Tq REMOVE EXISTING `x- 9 r� W Q
RIM 40.83 � �M a o POND 1 V„P \ SEWER UNDER .421 3.f)
INV. 3 8.3 5 (INLET) �' \ M' 43.9 BUILDING (SA�rtE AS 'L. r BLDG.? ( M1i XIST. SSMH •• O z
(0.5 X2.0) I 4 0 { 12"P 88 LF 18" SD I INV: 4N=38.75 I DROP IN � 0
+ / E.Q- \ 2340 41st ;iTREET a1//2'P -NEW CURB INLET �, Z
INV. 37.43 (BOTTOM) I ` � �* TOP GRATE=41.70 Nam+ CATCH BASlN
LF g�jf5 \12" INV=38.70 R3 43 8 TURFSTONE PARKI Z
i ' TOP GRATE =42.8 (SEE DETAIL) ❑ DUMPSTER 0
_h_ - ��� % / ~ 250 SF INV= 39•? `� TRANSFORMER PAD - Z
230 SF
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DROP INLET URB AND GUTTER \� W
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RIM 41.97 I _ f / 43.5 '�
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. ; NEW CA CH I• Z INV. 37.40 �� �� - ` o - - 9s?``�" -"'� i � o �� 4- � �? ' \ � c('{o •' �1�p
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� - _ 18"P• EXIST. DROP INLET L 43.0 �::. \
RIM 41.44 '\ 42.2 / HANDICAP SIGN FUTURE , �U O
INV. 36.26
0 18"Fe- I \\ \ , 1,5'x42' DgCK I ^
__ CONNECT TO �' I "' / @ FUTURE COVERED b m 6 SD rn
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o I ° ? EXIST. INLET BOX d 1 CONNECTOR 12"P I . ` 2" �, ' ` DR?
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U, ,,.� t -FUTURE DEVELOPM ��E rn I ; ` > �� FUTURE oS INLr
`5"P• �; SPOIL PILE IN `,THISS5 LF NEW 15"RC NEW 6" PVC' I I .2 SIDEWALK
\ SEWER LINE / I � 2"P ?
AREA. 25 +/;- DIA. / / "� COORDINATE ^� I „P `O )(18"P I Q . FUTURE
AND 15' TALL.,' PILE (1) FIRE HYDRANT ` �; {0
W/PLUMBING `� I FU 5' I 1 �" F PARKING DROP • • . -� \\ NOT LOCATED.,' ASSEMBL / 43.5 I _ INLET
/ DRAWING / I .
N I (1) 6" PLUG /rn / 1 FOR INVERTS // 142 x7 LDG I^ Q a ' a
x 43.0 _ 3108 SF '�
- -- ' 12„� , '. EXISTING BUILDING
CONSTRUCT - -
NEW SSMH #1 H NDICAP SIGN - 1 "P ,
N EXISTING LINE o �,
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ZONED 0&I INV.=36.84t �' 108 LF I ( Z w ••
PROPOSED OFFICE USE 43 2 "' 43 2 ' NEw 12" S s" 45' BEN i- + c
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cam, 4 .5 �n 43.0 I ` I `
R 3 : I HANDICAP SIGN / EXI eR L
alL 4 N CD GRAVEL AREA • ^� W E E `•'
I d 262�t FUTURE �' QS DROP R 3
`�SFryo' g 43.5 SIDEWALK �43.5 �� OP N CUT \ INL 1 A T E
` � 0 °
TREES ON SITE rn rn 0
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I ARt ivv i REGULATED TREES. DROP INLET '�,� , � • s � � w � �
i RIM 42.08
i � -�:� , � ; . � � EXI FH �
INV. (FULL OF DI P �• o
LP ,� ""%�� 1/ / NEW CATCH BASIN I Z r7 r�
�* f _ TOP GRATE=42.8 �- -0 o a
TEMPORARY GRAVEL rn - up') w z 0 C 3
CONSTRUCTION ENTRANCE ? INV='yO i SON ® °
` REMOVE EXIS i � � a
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PROJECT BENCHMARK 15"P +► ' I `' �., o
CUR E ' CONNECT N 6" WATERLINE ♦ d EXIST. 6" ATER E t --- o J = x 3
TOP OF EX. FIRE HYDRANT I 2 ' CD 3
ELEV. 45.57 •4 HR'MASO . Y TO EXIST. "WATERLINE �
FIREIdG4LL FIELD VERIFY L ION AND \ 4
CONNECTION DITIONS
EXISTING 8" SS LP ° •
��• °;� O (FIELD VERIFY I' ,�_ < ' • , • fob,'.
SIZE & LOCATION) ASPHALT LIMITS OF DR -, LP 4
7`�° PARKING CONSTRUCTION Q 9� Z
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2S / /9SANITARY SEWER LP
/ RIM 42.13 -� ,
\ "591 INV. 36.01
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\ \ \ 98 'I-,\ SS M HOLE d - W _ -o
INLEY4- SD
\. b \ \•°'yo . DR _ SD CURB INLET
METER Z
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LET W
DROP BASE
0 � o INLET a. '1'
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50 LF EXIST. 18" �' Bo
EXISTING BUILDING z
LEGEND RCP c o. 2� -
\�� \� BASIN EXIST. d 2340 41 st STREET xV, , . `
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CATON 54 +\ �H FIRE ❑ __LP ZD
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- - PROPERTY LINE \� 38 `�, `o YDRANT . 'LET •
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- - - - RIGHT -OF WAY S�OR �2 �1 6 90
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- - - - - - - - - - - 45 - - - - - - - EXISTING CONTOUR 10 \\- �� \\�'�LP 6 N T
�� �. (�� 3� SD MANHOLE 1 0LR, /
PROPOSED CONTOUR �EXIST, SDMH \., \, o SD --__ ASPHALT DRIVE
TOP TO GRADE \ ss °tiA� SD SD s�. \ DROP DROP IN T
IIIIII� Ililll �2 EXISTING SPOT ELEVATION INV. = DLE 36.8 .\ �.\ `\ � � '•a i I • . /
45 PROPOSED SPOT ELEVATION ® GRADE EXIST. SIDEWALK 7 LP
\ / \ SIGN -�
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46.0 PROPOSED SPOT ELEVATION ® TOP OF CURB/WALK�' \ t �j'S� � � DROP • •' ' ` ' '°
NOW OR FORMERLY
\ S \ INLET d'
SD SD SD EXISTING STORM DRAIN �\ ss , g �d 4-�
ATt rNTE 01090
NEW HANOVER COUNTY BOARD OF EDUCATION `, ��\�\ \ � � �� .t �
SD SD SD PROPOSED STORM DRAIN BOOK 781 PAGE 606 \ �/ '\� 0
SS `�� Ott; 1 DES. JPN
SD SD MANHO E / � Zp®' EXISTING SANITARY SEWER \ SD SD o •` A1�D cKD: JPN
PROPOSED SANITARY SEWER \ tiA, DROT ASPHALT DRIVE WANT) �SK� NORTH CAROUNA ENVI„ APPROVED DRWN: DLL/MVL
w w - EXISTING WATER \ S \ \ �C' MANAGEMENT COMMISMO k
W - • w - 00�, 0 6 DIVISION FWATERGUAUTY DATE, 09/14/01
PROPOSED WATER \ I. �
TSF SITE DATA
X,
3,\' \ •° ' Date
TEMPORARY SILT FENCE \!y 7 \ yA. -� LP � LP Q� stormvwtsrParmkNo ,n
\ ! CURB IN id► I fffffffff,.
LOT AREA 252,029.25 SQ. FT. (5.79 ACRES) � � y 1 � � � �p ,
LIMITS OF CONSTRUCTION \` � S\•\ s � ,� � y
LOT ZONE 0&1 �'"
GENERAL UTILITY NOTES. ��, \ , PHONE SO +,
0E OE EXISTING OVERHEAD ELECTRIC IMPERVIOUS AREA BOX
PROPOSED BUILDING 25,279.57 SQ. FT. .58 ACRES 1• PROJECT WILL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION CONTROL REQUIREMENTS. `. ��®�\, by ,
CURD I N LET -FUTURE DEVELOPMENT,
,? At 0
}15"P EXISTING TREES TO BE REMOVED ) WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET. \ /
PROPOSED ASPHALT 9,472.32 SQ. FT. (.22 ACRES) CALL THE CITY (343-3910) FOR INFORMATION. \ %0 \ s� .
2. IT THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY IN ADVANCE \ `
PROPOSED SIDEWALK 5,928.19 SQ. FT. (.14 ACRES) FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) \ Chi! \ \ \ �ti4/P•-`Fr
CURB &CUTTER AREA 1,395.61 SQ. FT. (.03 ACRES BACKFLOW PREVENTION DEVICE ON THE DEVELOPERS SIDE OF THE WATER METER BOX. \ /IiT\ \ �otiA �TF •.,,��N/EE I P N4 .•`
J �fiffHfff
) 3. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY S \ a \ �(�� ��' .
WITH THE CnY'S CROSS CONNECTION CONTROL REGULATIONS. CALL 343-3910 FOR INFORMATION.
to
TOTAL IMPERVIOUS AREA 42,075.79 SQ. FT. (.97 ACRES) \ \ � LANDSCAPE AREA REQ'D 947 SF oo
3. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY ' \ \ e
\ sCALE 1 30
WITH THE CITY'S CROSS CONNECTION CONTROL REGULATIONS. CALL 343-3910 FOR INFORMATION.
LANDSCAPE AREA PROVIDED 2,246 SF 4. EXTERIOR LIGHTING CANNOT SHINE ONTO ADJACENT RESIDENTIAL PROPERTY.
NEW PARKING PROVIDED 41 SPACES (3 HANDICAP) 5. EXISTING VEGETATION AROUND PERIMETERS OF THE SITE WILL BE PRESERVED AND PROTECTED.
BUILDING HEIGHT 35 FT. 6. ALL BUFFERS SHALL MEET THE TECHNICAL BUFFER PLANTING REQUIREMENTS.
AREA OF DISTURBANCE 90,773 SQ. FT. (2.08 ACRES) 7. ANY BROKEN OR MISSING SIDEWALK PANELS SHALL BE REPLACED.
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0 30 60 90
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NOW OR FORMERLY
OLEANDER COMPANY
TRACT 2
BOOK 786 PAGE 32
R3 ZONED 0&1
VACANT
0 73.54'
S 48°02'04" E 128.80' S 48°26'40" 78.5 I N 48'09'02" W 329.1 1' N47' 1 1' "W
S4 46 07 E
PHONE
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OUTLET STRUCTURE o I RETENTION "� ' I \ 21 s.f.)
P ND •F.F.L. �4�0' •
RIM 40.83 �;a 4j o / I CA _
INV. 3 8.3 5 INLET + " "� �"' 4 0 4, I \ (SAVE AS E-XI hT. BLDG.
') I+ / l l 2340 41 st STR •
(0.5 X 2.0) I ,�+'o \ \ • EET �'
INV. 37.43 (BOTTOM) cv+~� \ 5' WALK R3 A
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BOOK 786 PAGE 32
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I d s 24' �-•� CONNECTOR I • I I. w S
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-FUTURE DEVELOPMR3 I I SIDEWALK
SPOIL PILE IN `THIS �' r ::::: / I • • • I 6�,p :�'
r� ; N.... ............ 14' WALK ( I I I FUTURE •'
AREA. 25 +/>r DIA. ......�........ . Q
AND 15' TALL. PILE / ::::::: i ::::: / I FU;URE I I ' I a PARKING I
� . NOT LOCATED., I + :::::: 1 I 42'x74' BLDG I I L Q
i
R3 I
I REMAINING TREES ON SITE
1 Q. 7.81 WALK
ARE NOT RE__" `L . ►,
7.81 ' WALK
LP
- _# F�ON ® O5 OO
2 \ X
rn? " 1
AD
R25' REMOVE EXIS--
PROJECT BENCHMARK CUR E I I i I I d . ♦d
FIRE' 12 4 kIR •#ASO • Y \
\ TOP OF EX. FIRS HYDRANT O FIRENVALL
\ ELEV. 45.57 . , . . ,
• \
24' LP-,�, .
O ` LP
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`Sj \ ASPHALT
\/V 7' PARKING-
SL�
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SANITARY SEWER LP,j_ I �- w RIM 42.13 m
INV. 36.01 • ° N
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EXISTING BUILDING
s \'°�\ �, a • a 2340 41 st STREET
EXIST. d ❑ ALP o
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\ SIGN '�Sp •
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TRANSFORMER
PAD
SD SD
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�DUMPSTER
PAD
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EXISTING BUILDING
11 �
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\ SD ASPHALT DRIVE
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EXIST. SIDEWA.`K \'\ ��\ p �? SIGN �_LP - LP
\` \/� 9- /
4
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NOW OR FORMERLY �\ tip, 9 �O
NEW HANOVER COUNTY BOARD OF EDUCATION \� O �. \\
BOOK 781 PAGE 606 sD
/�\• \ SD SD O /�
ASPHALT DRIVE
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00\ \
PROPOSED PAVEMENT471Js\,\ S \
. \ .BSA \ \ \ PHONE SO
OBOX
• , • .., ., PROPOSED SIDEWALK tiTSJ \ oyp `q�;FR
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200,
SCALE: 1 = 30�
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SD O ELEC. METER
BASE
PHONE
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CKD: JPN
DRWN: DLL/MVL
DATE: 09/1 4/O1
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CURB
NOTES:
1. SIDEWALK THICKNESS BE 4" UNLESS
NOTED
OTHERWISE.
�HA�L
2. CONTRACTION JOINTS C.J. SPACE SAME AS
SIDEWALK
WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6" IN LAST 3 WHERE IT
ABUTS PAVEMENT
WITH NO CURB.
5. 1 /2" EXPANSION JOINT (E.J.) REQUIRED AT
50'
MAX. AT SIDEWALK 1 /8"R TOOLED
JUNCTIONS, AT STRUCTUR�S, ANDAS NOTED ON
6. PROVIDE A LAYER OF 15LDG. FELT BETWEEN
SITE PLAN. JOINT
WALK AND ADJACENT
PARALLELING CURB OR SRUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
•: -
1 /2" EXPANSION
JOINT MATERIAL
50' MAX. SPACING
EXPANSION JOINT (E.J.)
1 /4"x 1 " DEEP w/AN
1 /8"R TOOLED JOINT
V.
•
..
.-
.•
CONTRACTION JOINT (C.J.)
BLDG.-STRUCTURE
PLAN
SIDEWALK JOINT DETAILS
NTS
• .• d . • S� PE AWN Ar8 M\N.
d
IF CURB HEIGHT IS 6", THEN:
"B1" - O 1:10 MAXIMUM SLOPE, SIDE
FLARE "A" IS 60" MINIMUM.
PLAN "B2" - O 1:12 MAXIMUM SLOPE, SIDE
FLARE "A" IS 72" MINIMUM. EXIST.
8• PAVEME
3000DPSISI� CUT OR TOOLED 1 4•
CONCRETE T/8":1' JOINTS -{ 3�
. I
d
N ITI=III=III=III=III=
T .• m
84-10/10 W.W.M. PACTED �1
SUBGRADE I I III I-
RESERVED VAN ACCESIBtE SCN
PARKING AUNT TO g BSI
c SIGNS M BE 0.080 STANDARD
ALUMINUM. 90(l, TO TREATED WOOD OR
ALUMINUM P06" WITH 3/8" CADMIUM
PLATED NUTS, 3OLTS t WASHERS.
12• 0.1
anon
unmmesolm - GPM
on svrea a mm ar alnaMo
sx.•KRIUM - o.rE
R7-8
ALUMINUM OR "REATED 4•x4• WOOD POST
MAXIMUM VAS
PENALTY 1.
S2250,
I f4 I�
umm no am" - olmm r Im won - Oran,
RICKW rw - .nE eKeKWAM - wrE
HL-9Q im AC=BLE
TYPICAL HANDICAPPED SIGN DETAIL
vr-
2" TYPE 1-2 PAVEMENT (NCDOT) EXIST.
NT 7� PAVEMENT
6" ABC STONE (NCDOT)
12"
Ao'vwI
■ ,
4" g" _III=III z z
SECTION
CONCRETE SIDEWALK CONTROL JOINT PIPE /7 c
0
1/2" ASPHALTIC PREFORMED 3•R
EXPANSION JOINT
d
•
N IIL,,,II�IIIIII- -1�
-I_iIL_
in
8x6-10/10 W.W.M. COMTIPACTED
SUBGRADE I
g• -11T-
SECTION
WHEEL CHAIR RAMP
WHEEL CHAIR RAMP DETAIL
NTS
I_ 12"
PLAN VIEW
ELEVATION
MANHOLE STEP DETAIL
NTS DIDF 7nnlc
FINAL BA(
PIPE SIZE AS
INDICATED
ON THE PLANS
INITIAL BACKF
CLASS 1
FINISH AS GRADED
U- I
U-
STEPS
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SIDE ELEVATION2 ��pDEE gg
S�EEL GREINFORCEMENT
CC PO0LYMER
PPEkSPC PYLENE
SECTION A-
NOTES: 1. REFERENCE SPECIFICATIONS FOR BACKFILLING AND
COMPACTION REQUIREMENTS,.
2. CUT -BACK TO BE PERFORWED AFTER TRENCH BACK -
FILLING AND COMPACTION.
PIPE INSTALLATION
PAVEMENT RgEAIR DETAIL
N.T.S.
6" AS REQUIRED
BITUM CONCRETE SL)R;6"-
FACEE 1-2
AL
o CPI.JS"• D O
o STONE D o
oO
BASE
=1 I I -III : ! =1 i f-1
COMPACTED
BACK FILL
/y
FOR STATE HWY. REPAIR: 2" SURFACE
& 6" BASE
FOR STREET & DRIVEWAYS: 2" SURFACE & 6" BASE
PAVEMENT REPAIR DETAIL
DIDP' 7nr.lr'
NTS
;IZE AS
E PLANS
" MIN.
I.D.
" MIN.
STABLE STABLE
FOUNDATION FOUNDATION
MATERIAL MATERIAL
PVC PIPE DUCTILE IRON PIPE
PIPE BEDDING DETAILS
NTS
SEE PLAN FOR
ORIENTATION
STD. CITY OF WILMINGTON
M.H. COVER SEE DETAIL
2'-0.
3/4" CEMENT PLASTER
MAX CORBEL 1" PER COURSE
SECTION "A -A" SECTION "B-B"
(TO BE USED FOR DROP MH
AS SPECIFIED)
STANDARD SANITARY SEWER MANHOLE
NTS
CONC. COLLAR
U-
PLAN
CASTING
NOTE: 2' X 2' DROP
INLET FRAME & GRATE
SHALL BE HEAVY DUTY
0
ASPHALT
C>_
gELEV.
VARIES
Li
PP
N
PRECAST
SI
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I
6" VARIES
g"
"
W
BRICK MASONRY
FLOW
3000 PSI CONC.
"
SECTION
DROP INLET
DETAIL
NTS
9'-1 114"
StC; I ION A -A
�4
H
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J
SITE WORK NOTES:
1, THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH 18. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR
"RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS. -�
FIELD CONSTRUCTION CONDITIONS. Q
STEEL OR WOOD POST 2• CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT 19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT 0 T - Z OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY
WIRE MESH FOR STANDARD FABRIC REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING MIXED, QUICK DRYING, NON -BLEEDING. w Y
_ STREETS. z ® vs
° ----- STANDARC OR EXTRA STRENGTH 3. CLEARING AND GRUBBING: REMOVE ALL TREES AS PEQUIRED UNLESS 20. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW }= Y
MEN. 14 GA. 6x6 MESH 0 Cat � WASTE AND WATER LINES. � �
- FOR STANDARD FABRIC I FILTER FABRIC OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT, IL. 0� �
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN 21. THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL BE w Z Q a: LIMITS OF CONSTRUCTION:2 Lj. A MINIMUM OF 5 INCHES BELOW THE BUILDING FINISH FLOOR ELEVATION
-I REMOVE ALL TOPSOIL, EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS. p p N o
i- 4. STRIPPING: BEFORE EXCAVATING OR FILLING,
_ uj
00 E DIRECTION OF WATER FLOW WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL. p � zz
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING Q
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE EROSION CONTROL NOTES AND MAINTENANCE PLAN:
0
-ANCHOR FABRIC SKIRT ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED. 1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING N
` ,> ., 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION � H
MIN. 8 DEEP & 4 WIDE.
I BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY N g
APPLICABLE LOCAL AND STATE CODES. AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN
r 7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW' NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
FULL 18 JOINT ASSOCIATED WITH BORROW OPERATIONS. 0
2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO [D
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO �
6" PIPE --I PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY
HYDRANT 3/4" GALVANIZED RODS WHEELED ROLLER TO COMPACT THE TOP 8" TO AT LEAST 98% OF MAXIMUM BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL N0.
NOTES: DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR 4 STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
° 0 o ° RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN, TRACKED ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY.
1. SYN. FENCE FABRIC SHALL BE MIN. OF 30" IN WIDTH WITH SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP, SM,
®m0TO MAIN 30 LB/IN TENSILE STRE"�GTH FOR STANDARD FABRIC OR SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE 3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND
n ° °(-- AND 50 LB/IN FOR EXTFlA STRENGTH. PLACED IN LAYERS NOT TO EXCEED 8 AND COMPACTED TO A1" LEAST 95% GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN
OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
TIE BOLTS 2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
HYDRANT LUGS RETAINER CLAMP ARE NECESSARY, LAP FABRIC POST TO POST. BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE 4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS
PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO At LEAST 98% SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT
3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
JOINT RESTRAINT THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE
SELF -FASTENER STEEL ANGLE TYPE. THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP
HYDRANT TO 1ST FULL JOINT OF PIPE TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS
WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.
4. WOOD POST SHALL BE A MIN. OF 4 IN HEIGHT AND WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY
IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND
-HYDRANT 3/4" GALVANIZED ROD 4" IN DIAMETER. FABRIC SHALL BE FASTENED TO STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS TOO DRY
_ WOODEN POST WITH NOT LESS THAN 9 WIRE STAPLE TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL EsE WETTED EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED
0 o w J 1 " LONG OR TIE WIRES. IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS
00 o TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED AROUND THE DROP INLETS.
° 0°®0 STEEL "T" POST REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
'0 0 0 d
° � OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE a ACED IN BECOMES 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL of
TEMPORARY SILT FENCE WIRE MESH FENCE SUCH A MANNER THAT THE SURFACE WILL DRAIN READILY AT ALL TIMES. REPAIRED AS NECESSARY TO MAINTAIN A BARRIER
TIE BOLTS
h1TS
SEE STRUCTURAL NOTES AND SOILS REPORT FOR ADDITIONAL
CRIMP RING CONNECTOR REQUIREMENTS.
6. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE
LEVEL OF
JOINT RESTRAINT
9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
SYNTHETIC WOVEN
SEDIMENT REACHES 2.0 FT BELOW THE TOP OF THE RISER.
GRAVEL WILL
HYDRANT TO MAIN TEE
CONSTRUCT HIS WORK.
FILTER FABRIC
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO
LONGER
10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION: AND PROTECTION
DRAINS PROPERLY.
3/4" TIE BOLTS
NOTES:
OF EXISTING UTILITIES DURING CONSTRUCTION.
` _
®
11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
! i-
7. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE
HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN.
OF 1 VERTICAL TO 3
1. FENCE MESH SHALL BE MINIMUM ®
TI!=1i MIKE UNDERWOOD AND PROVIDED BY OWNER.
ALL SLOPES
32" IN WIDTH AND SHALL HAVE I!-'
12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
SHALL BE SEEDED AND STABILIZED WITHIN 15 DAYS.
GUIDELINES FOR
A MINIMUM OF 6 LINE WIRES N
I I FILL SLOPE 13 T
HYDRANT JOINT
RESTRAINT
NTS
2-2 1/2" HOSE NOZZLES
4 1 /2" PUMPER CONNECTION
FACE TO CENTER LINE HYDRANT TO
OF STREET HAVE BREAK
SECTION OR
REMOVABLE
WORD "WATER" ON COVER BARREL
w 1 1 \- BURY LINE FLUSH WITH
Fr
FINISH GRADE
C.I. VALVE BOX
GATE VALVE MIN. SIZE 6"-
TURN RIGHT TO OPEN
NOTE:
1-SEE ASF'-
':�urr- s 0. SD-18A FOR
i RESTRAINT REQUIRED
2-DUCTILE IRON PIPE
REQUIRED ON ALL HYDRANT
BRANCH LINES
HYDRANTS SHALL BE:
KENNEDY GUARDIAN
GUIDELINES FOR
STANDARD HYDRANT
-MARKED: N I5
SANITARY SEWER
STORM DRAIN
AS REQUIRED
BOTTOM OF COVER
NOTE:
RING & COVER CONTACT
SURFACES SHALL BE
MACHINED SO AS TO
INSURE EVEN BEARING
OF COVER ON RING
*64
MINIMUM WEIGHTS:
RING 190 LBS.
COVER 120 LBS,
DEWEY BROS. NO. MH-RCR-2001
r
0
m
STANDARD MANHOLE
RING AND COVER
Z)o
NTS
03
U W
it cn
z „
2
FRAME AND GRATE
DEWEY BROS. MODEL CH-BN-2001
OR EQUAL
�rr�rta:�ruc�
4"
Io
T,4 O 12" EACH WAY ONC. FTG.
TYPICAL CATCH BASIN
24" CURB AND GUTTER NTS
DRAIN
^n"'rRETE PAD
15 X 6
WITH 12" STAY SPACING.
2. FILTER FABRIC SHALL BE MIRIFI -
140 OR EQUIVALENT AND SHALL
BE ADEQUATELY FASTENED TO
THE FENCE MESH WITH CRIMP-
ING CONNECTORS.
3. STEEL POSTS SHALL BE 5'-0"
IN HEIGHT AND BE OF THE SELF
FASTENER "T' SECTION TYPE.
N
L2' MIN.
STEEL "T" POST,
SILT FENCE
PLAN VIEW
HE ON IS RESPONSIBLE FOR THE COORDINATION. OF 8. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF
�I RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
_ GROUND LINE APPLICABLE AGENCIES AND AUTHORITIES. NECESSARY, AND MULCHED ACCORDING TO SPECIFICAITONS IN THE
- ;= J l=I I -- 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
III==1 I= I- II CONFORM TO NCDOT STANDARDS.
15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL -AND- 9. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
to \- TO ANCHOR BOTTOM DIG STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
IN 6" DOWN & 6" OUT REQUIREMENTS. 10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE
N 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE PROJECT IS COMPLETED.
17. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK 11. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
CONDITION. PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT
CLOSE-OUT.
SIDE VIEW V-6" PERMANENT GRASSING DETAIL
1'-0" 6" _ 1 1/2"IR
--'7-EL "T" POST CLASS A CONC.
---
EROSION CONTROL
AROUND DROP INLET
NTS
I
LLU
FRONT VIEW
000000�00°0°0°0000000000°o0o°°o 3-1 /4" TURFSTONE
.......... 2" GRADED SAND
QV IC FIAT RI
FI
- 6" MIN NY 57 OR 78M
700
f�RbVED EQUAL.
WASHED STONE COMPACTED.
�Tii-1=�ITI11+- COMPACTED SUBBASE
1T
NOTE:GRA
SS E E TURF STONE
4 THE TURF STONE
tL
hILL
BE� I STALRLED MANUFACTURES
RECOMMENDATIONS.
2. DO NOT COMPACT GRADED SAND.
3. INTO
LACH OPENING AND THE SPACES
BETWEEN
EACH PAVING STONE SHOULD BE
PLACED A SUITABLE TOPSOIL OR OTHER
MATERIAL IN WHICH GRASS SEEDS MAY BE
SOWN.
TURFSTONE BEDDING DETAIL
NTS
R1
e d 3;R
3"R
d 3
r` . ,
0 GA. WIRE .
KC CENT.
.
4" ABC STONESHALL
COMPACTED SUBGRADE /�/\Y' U/\\7'�� ABCSTONE"6BEYOND
CURB & GUTTER
FLC _ _. ,,r,RB SECTION
7`Vv`i L: .,JRB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
1'-Q" 6"
1 1 /2 "R
CLASS A CONC.
ASPHALT 3' R
Q
3"fz
�� --
d d . . a <
4" ABC STONE ABC STONE SHALL
COMPACTED SUBGRADE ��\�\\i/\ �%/ \\i/\y�\�/ EXTEND 6" BEYOND
CURB & GUTTER
SPILL OFF CURB SECTION
V-
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NTS CITY OF WILMINGTON Z
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN MINIMUM LANDSCAPE REQUIREMENTS w
ON GRADING PLAN. GRADES INDICATING
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB TREE PRESERVATION: MINIMUM 15 REGULATED TREES PER ACRE.
ACCEPTING FLOW SHALL BE FLOW LINE TYPE. Z
1 1 /2" TYPE 1-2 (NCDOT)
4" CONC. SIDEWALK
w/6x6-10/10 W.W.M. STREET YARD: MINIMUM REQUIREMENTS: FOR EVERY 50 LF, 1 TREE
6" ABC STONE (NCDOT) 8 FT IN HEIGHT OR 3 FLOWERING TREES 5 FT IN HEIGHT AND 6
SHRUBS 18" MINIMUM AT PLANTING.
* INTERIOR: Z
C° MINIMUM: 8% OF THE GROSS PAVED AREAS SHALL BE LANDSCAPED. 0
ASPHALT _ U
I I=1 I I=III=1 k
i 1 TREE 8 FT MINIMUM HEIGHT AND 6 SHRUBS 18" MINIMUM AT
=III=III=III= II -III -I
I1=I I I --I i I=� � PLANTING REQUIRED FOR EVERY 15 PARKING SPACES OR FRACTION
TURN DOWN SIDEWALK
NTS
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON FIELD THEREOF. CONSECUTIVE PARKING SPACES SHALL INCORPORATE
CONDITIONS. CONTRACTOR SHALL LANDSCAPE PENINSULAS NO MORE THAN 15 SPACES APART AND AT THE
COORDINATE w/OWNER & THE ENDS OF ALL PARKING ROWS. MINIMUM 9 FT WIDE AND 100 SF
GEOTECHNICAL ENGINEER TO IN AREA. 5 TREES MINIMUM REQUIRED FOR INTERIOR ISLANDS. IIIIIII IIIIII
DETERMINE ACTUAL PAVEMENT
SECTION.
BUFFER YARDS: HEIGHT REQUIREMENTS
PAVEMENT SECTION TREES - 8 FT MINIMUM AT PLANTING ( III
I
NTS 15 FT MINIMUM MATURE HEIGHT
EVERGREEN SHRUBS - 36" MINIMUM AT PLANTING
6" MINIMUM MATURE HEIGHT
STANDARD WATER VALVE BOX
& COVER MARKED C.O. FENCE OPTION - 8 FT MINIMUM HEIGHT INDUSTRIAL ZONING
CONCRETE CURB 6 FT MINIMUM HEIGHT ALL OTHER 01090
& GUTTER VISION CLEARANCE: NO PLANT MATERIAL OVER 30" IN THESE AREAS.
CONCRETE SIDEWALK
to I _D PROTECTION FROM VEHICULAR TRAFFIC PROVIDED AROUND ALL PLANT COKD: JPN
\\ \ ��\ \\\' %\\�ms
\\\� �\ \ •a \\•.�.\\ \� MATERIAL (CURBING, CROSS TIES TIMBERS, ETC.)
DRwN: DLL/MVL
MAINTENANCE: THE OWNER IS RESPONIBLE FOR MAINTENANCE OF
LANDSCAPING TO ENSURE THE PLANT MATERIAL LIVES. DATE: 09/14/01
SEAL CLEAN -OUT EXTRA HEAVY 0 L PIPE
STACK W/DUCT TAPE
(SEE NOTE 2) 1 /8" BEND jkf"k"!llo
- --- -- - is off tA
SEWER MAIN �$a,. is
PLUG W/4" SINGLE TEST EXTRA HEAVY 4"­�
PLUG W/WING NUT SOIL PIPE = C
(SEE NOTE 2) 4" TAPPING SADDLE
NOTES: TEE OR WYE. crNcE� o�
1-SEWER TAPS TO BE PERFORMED BY CITY (SEE NOTE 1)
CREWS EXCEPT WHEN TEES OR WYES ARE
INSTALLED IN NEW MAINS LAID BY THE
CONTRACTOR,
2-THESE ITEMS SHALL BE INSTALLED WHEN
NO HOUSE CONNECTION IS MADE AT C.O.
GUIDELINES FOR
STANDARD CLEAN-OU'
NTS
DINE PRINTED
L1 E C 18 2001
ANInREW AND KUSKE

LEGEND
45 -
SD_ >�
SS
W
TSF
Tm
PROPERTY LINE
EASEMENT LINE
RIGHT -OF WAY
EXISTING CONTOUR
EXISTING SPOT ELEVATION
x PROPOSED SPOT ELEVATION ® Gf,ADE
PROPOSED SPOT ELEVATION 0 TCP OF CURB/WALK
EXISTING STORM DRAIN
PROPOSED STORM DRAIN
EXISTING SANITARY SEWER
PROPOSED SANITARY SEWER
EXISTING WATER
PROPOSED WATER
TEMPORARY SILT FENCE
LIMITS OF CONSTRUCTION
EXISTING OVERHEAD ELECTRIC
TREE TO BE REMOVED
STORMWATER DATA
VICINITY MAP
NOT TO SCALE
STATE PERMITTED FOR STATE AND CITY REQUIUREMENTS IN 1997.
STATE STORMWATER PERMIT # SW8 950215.
TOTAL IMPERVIOUS SURFACE PERMITTED = 180,774 SF
TOTAL IMPERVIOUS PROPOSED = 142,498 SF
REMAINING ALLOWABLE IMPERVIOUS SURFACE = 38,276 SF
den°e
GENERAL UTILITY NOTES:
dePen
oa
n R°
1. PROJECT WILL COMPLY WITH CITY OF WILMINGTON CROSS CONNECTION CONTROL REQUIREMENTS.
�oC{° et of
WATER METER(S) CANNOT BE RELEASED UNTIL All REQUIREMENTS ARE MET.
o
CALL THE CITY (343-3910) FOR INFORMATION.
S�(e
SITE ��ez J` '
�
2. IT THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY IN ADVANCE
o�
FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE RPZ)
° o
BACKFLOW PREVENTION DEVICE ON THE DEVELOPERS SIDE OF THE WATER METER BOX.
y2
3. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY
343-3910 FOR INFORMATION.
WITH THE CITY'S CROSS CONNECTION CONTROL REGULATIONS. CALL
o� �G
^o
Bea `Oo
` d `'
3. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY
m
WITH THE CITY'S CROSS CONNECTION CONTROL REGULATIONS. CALL 343-3910 FOR INFORMATION.
e
�s Go�\eA
4. EXTERIOR LIGHTING CANNOT SHINE ONTO ADJACENT RESIDENTIAL PROPERTY.
NORTH
5. EXISTING VEGETATION AROUND PERIMETERS OF THE SITE WILL BE PRESERVED AND PROTECTED.
6. ALL BUFFERS SHALL MEET THE TECHNICAL BUFFER PLANTING REQUIREMENTS.
SITE DATA
LOT AREA
DISTURBED AREA
LOT ZONE
IMPERVIOUS AREA
PROPOSED BUILDING
PROPOSED ASPHALT
PROPOSED SIDEWALK
CURB & GUTTER AREA
TOTAL IMPERVIOUS AREA
LANDSCAPED AREA REQUIRED
LANDSCAPED AREA PROVIDED
PARKING PROVIDED
BUILDING FACADE MATERIAL
tAND
0' ARpU D S APE Sr
wi lsrlN o
gRpU �MAI/VrENq G P
Fk/sr/NONPoN 7
0
EXIST.
OUTLET STRUCTURE
RIM 40.83
INV. 38.35 (INLET)
(0.5'X2.0')
INV. 37.43 (BOTTOM)
;RETE DUMPSTER PAD,
'ILMINGTON STANDARDS
NEW CATCH BASIN
TOP GRATE=42.00
INV. =37.25
EXIST.
DROP
M 4N97
INV. 37.40
175 LF EXIST. 18"
P.E. @ 0.12%
FIELD VERIFY
���x
SIZE & LOCATION
NEW DROP INLET
TOP GRATE=41.70
INV.=36.�)G
EXIST. SDMH
TOP = 43.5 q
INV = 37 1 3
PROJECT BENCHMARK
>,
TOP OF EX. FIRE HYDRANT
ELEV. 45.57
WATER METER &
BACKFLOW PREVENTOR -
NEW WATER SERVICE
91,386.03 SO. FT. (2.1 ACRES)
73,187 SO. FT. (1.68 ACRES)
0&1
13,371.12 SO. FT.
(.31
ACRES)
23,919.45 SQ. FT.
(.55
ACRES)
2,450.63 SQ. FT.
(.06
ACRES)
2,131.32 SO.
FT. (.05
ACRES)
41,872.52 SO. FT.
(.96
ACRES)
3,036 SF
3,127 SF
71 SPACES W/3 HANDICAP
BRICK
NEW CITY OF
WILMINGTON
DRIVEWAY, CONNECT
AT EXISTING GRADES
� ?
O
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S 48'02'04" E 128.80'
+
S 48-26-40" 78.53
+
S 8
An
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
REMOVE EXISTING CURB & GUTTER
DATE PRINTED
DEC 06 2001
ANDREW AND KUSKE
NOW OR FORMERLY
OLEANDER COMPANY
TRACT 2
BOOK 786 PAGE 32
EXIST
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RIM 41.48 \
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EXIST. SIDEWALK �� \ 'Tr 00
�- IN
A OVED �\ • < o�
NORTH CAROUN VIRONMENTAL
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ON QUMAGEME WATER UALITy �Y
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PROPOSED ASPHALT
JO' AR0U D CAP£
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SITE WORK NOTES:
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS.
2. CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL RIGHT
TEEL OR WOOD POST OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY
z REQUIREMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING
WIRE MESH FOR STANDARD FABRIC STREETS.
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS
4 GA. 6x6 MESH = m STANDARD OR EXTRA STRENGTH OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY, ASPHALT,
TANDARD FABRIC I FILTER FABRIC CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS, ETC. WITHIN
LIMITS OF CONSTRUCTION.
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� 4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL,
ao DIRECTION OF WATER FLOW WOOD, LEAVES, AND ANY OTHER UNSUITABLE MATERIAL.
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
ANCHOR FABRIC SKIRT ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
MIN. 8" DEEP & 4" WIDE. 6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
_ BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
? APPLICABLE LOCAL AND STATE CODES.
7. BORROW MATERIAL: THE CONTRACTOR SHALL FURNISH BORROW
MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED PERMITS
ASSOCIATED WITH BORROW OPERATIONS.
8. FILL AND COMPACTION: AFTER STRIPPING THOSE AREAS DESIGNATED TO
RECEIVE FILL SHOULD BE PROOFROLLED WITH A 10-TON VIBRATORY STEEL
TEMPORARY GRAVELLED NOTES: WHEELED ROLLER TO COMPACT THE TOP 8" IU Al LEAST 98/. OF MAXIMUM
I DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
CONSTRUCTION ENTRANCE 1. SYN. FENCE FABRIC SHALL BE MIN. OF 3 " IN WIDTH WITH RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN,
SILTY OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SIP, SM,
NTS 30 LB/IN TENSILE STRENGTH FOR STAND RD FABRIC PRIVATE A OR SC. FILL MATERIAL 5" OUTSIDE OF BUILDING AREAS SHALL THEN BE
AND 50 LB/IN FOR EXTRA STRENGTH. DRNI_ PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 95%
SCORED LINE SIDEWALK OR OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
2. FABRIC SHALL BE CONTINUOUS LENGTH. IF JOINTS 1" f)EEP SIDEWALK AREA THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED TO 98% OF THE
ARE NECESSARY, LAP FABRIC POST TO POST. STANDARD PROCTOR MAXIMUM DRY DENSITY. FILL MATERIALS WITHIN
SIDEWALK SECTION BUILDING AREAS TO A LINE OUTSIDE THE BUILDING AREAS SHALL BE
° 3. STEEL POST SHALL BE MIN 4' IN HEIGHT AND BE OF THE PLACED IN LAYERS NOT TO EXCEED 8" AND COMPACTED TO AT LEAST 98%
• . SELF -FASTENER STEEL ANGLE TYPE. OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D-698) WITH
THE UPPER 12 INCHES OF SUBGRADE BEING COMPACTED IN 6 INCH LAYERS
Mp 4. WOOD POST SHALL BE A MIN. OF 4' IN HEIGHT AND EXPANSION JOINT 1/2" TO 100% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY. IN AREAS
Rf ° WHERE NO STRUCTURAL FILL IS TO BE PLACED THE UPPER 12 INCHES OF
�F �92y �qNe • . W IN DIAMETER. FABRIC SHALL BE FASTENED T IN -PLACE SUBGRADE SHOULD BE COMPACTED TO AT LEAST 98% OF THE
WOODEN POST WITH NOT LESS THAN #9 WIRE STAPLE PEA PLAZA STANDARD PROCTOR MAXIMUM DRY DENSITY. IF THE MATERIAL IS T00 DRY
�' 48• CAy'`, 1 " LONG OR TIE WIRES. DRIVEWAY APRON TO COMPACT TO THE REQUIRED DENSITY EACH LAYER SHALL BE WETTED
IN ACCORDANCE WITH COMPACTION REQUIREMENTS. IF THE MATERIAL IS
P TOO WET TO SECURE PROPER COMPACTION, IT SHALL BE HARROWED
TEMPORARY SILT FENCE URB RETURN REPEATEDLY OR OTHERWISE AERATED WITH SUITABLE EQUIPMENT UNTIL
• ��WN \��, „ �N, \�'� EXPANSION JOINT 1/2rt OPTIMUM MOISTURE CONTENT IS OBTAINED. FILL SHALL BE PLACED IN
SURFACESUCH A MANNER THAT THE WILL DRAIN
,• ° SCOPE �$ M NTS " CURB SEE STRUCTURAL NOTES AND SOILS REPORTFADDITIONALDALL TIMES.
OR
0 -6 t" REQUIREMENTS.
IF CURB HEIGHT IS 6", THEN: 1'-6 11v/
. " 9. LAYOUT: THE CONTRACTOR SHALL PROVIDE ALL LAYOUT REQUIRED TO
.Q "P "B1" - 0 1:10 MAXIMUM SLOPE, SIDE
FLARE "A" IS 60" MINIMUM. CONSTRUCT HIS WORK.
"82" - A 1:12 MAXIMUM SLOPE, SIDE EXPANSION JOINT 1/2" 5' I^1.5m) MIN. RESIDENTIAL 10. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION
PLAN FLARE "A" IS 72" MINIMUM. 13' (4.Om) MIN. OTHER OF EXISTING UTILITIES DURING CONSTRUCTION.
PAVEMENT 11. EXISTING BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY
NOTES: PLAN EXPANSION JOINT 1/2" MIKE UNDERWOOD AND PROVIDED BY OWNER.
1. SIDEWALK THICKNESS HA L BE 4" UNLESS NOTED OTHERWISE. 12. THE CONTRACTOR SHALL VERIFY DIMENSIONS AT JOBSITE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS. 13. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF
4. THICKEN SIDEWALK( TO 6" IN LAST 3 WHERE IT ABUTS PAVEMENT FIN SH PLAZA GLADE RELOCATION OR DISCONNECTION OF ALL EXISTING UTILITIES WITH
6" WITH NO CURB. 1 8"R TOOLED 1%4 PE!? 1'-0 APPLICABLE AGENCIES AND AUTHORITIES.
4' SIDEWArx CUT OR TOOLED 5. 1/2" EXPANSION JOINT (E.J.) REQUIRED AT 50' MAX. AT SIDEWALK / VARIABLE 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL
3000 PSI 1 6 1 JOINTS 1 4" 3"R JUNCTIONS, AT S'f'RUCTURES, AND AS NOTED ON SITE PLAN. JOINT 1'- 3'-0" 0'-2" 5'-0" CONFORM TO NCDOT STANDARDS.
CONCRETL / " ~I 6. PROVIDE A LAYER OF 15# BLDG. FELT BETWEEN WALK AND ADJACENT
, PARALLELING CURB OR STRUCTURE. " ,- r.;:,.,_ 15. WATER AND SEWER SERVICES SHALL BE INSTALLED TO MEET LOCAL AND
r m 7. REINFORCE w/6x(T-10/10 W.W.M. 0�_6 3,. , r ,,,.:> ,f. , ;.,. ,:: , „
t6E�71 /4 PER 1 -0 STATE PLUMBING CODES. METER AND TAPS SHALL MEET ALL LOCAL
• PANSION JOINT REQUIREMENTS.
N "'=1 I I=1 I I-i i i=i i I= SECTION A --A 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE.
1 /2" EXPANSION 17. CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS
6x6-10/10 W.W.M. COMPACTED aI o JOINT MATERIAL
SUBGRADE 50' MAX. SPACING 12'-0" RESPONSIBILITY. PLANS D NOT REPRESENT A BALANCED EARTHWORK
-I CURB
�-- ---{ EXPANSION JOINT E.J. MIN CONDITION.
SECTION I 0'-6" 1'-6" 0•-2" VARIABLE 4" CONC. SIDEWALK
CONCRETE SIDEWALK CONTROL JOINT w/6x6-10/10 W.W.M.
• 1 /4"x 1 " DEEP w/AN �"���' ' . r-�•�'' �',
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6x6-10/10 W.W.M.
1/2' ASPHALTIC PREFORMED
EXPANSION JOINT --\
Vt • . 1 /8"R TOOLED JOINT 0'-6" 6" CONCRETE
3'R SECTION B--B
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• • 12*,. STANDARD RIVEWA DETAIL
a NTS
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SUBGRADE
SECTION
WHEEL CHAIR RAMP
TYPICAL SIDEWALK AND
WHEEL CHAIR RAMP DETAIL
NTS
RESERVED
VAN ABLE Ste,
ADJACENT TO 8' ,&
PARKING
TO STANDARD
LT0.TO
ALUMINUM. BOLT TO TREATED WOOD OR
ALUMINUM.
ALUMINUM POST WITH 3/8" CADMIUM
PLATED NUTS. BOLTS & WASHERS.
12' I
GLOL
]o AND BOFM - GPM
E snm ON BLAZE RCROROM
Kamm - WHn
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ALUMINUM OR TREATED 4"x4' WOOD POST
� t-t/2'B(11'M i-1/2'IKLYF
MAXIMUM VAIrI
PENALTY ACC 3ro "
MCKO a M - BMtE Mona mm - BHIE
R7-8DyAN AtxESSIBI E
TYPICAL HANDICAPPED SIGN DETAIL
NTS
SEE PLAN FOF
ORIENTATION
CONIC. COLLAR
CONTRACTION JOINT (C.J.)
BLDG.-STRUCTURE
PLAN
SIDEWALK JOINT DETAILS
NTS
SPH ALT
PRECAST
BRICKO MA ONRY
3000 PSI C(
vC. -
CASTING
NOTE: 2' X 2' DROP
INLET FRAME & GRATE
SHALL BE HEAVY DUTY
PLAN
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6" VAI IE 6" "
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DROP INLET DETAIL
NTS
ELEV. VARIES
FRAME AND GRATE
DEWEY BROS. MODEL CH-BN-2001
OR EQUAL
TYPICAL CATCH BASIN
24" CURB AND GUTTER NTS
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CONCR-_-TE
BRICK
INC. FTC.
DATE PRINTE,P
D E C 0 t 200,
KL'SKF
TURN DOWN SIDEWALK
NTS
1'-6"
18. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR
"RAM NECK". INSTALL PER MANUFACTURER'S REQUIREMENTS.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT
SHALL BE A CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY
MIXED, QUICK DRYING, NON -BLEEDING.
20. REFER TO THE PLUMBING DRAWINGS FOR LOCATION AND INVERTS OF NEW
WASTE AND WATER LINES.
21. THE FINISHED GROUND ELEVATION AT THE BUILDING PERIMETER SHALL BE
A MINIMUM OF 5 INCHES BELOW THE BUILDING FINISH FLOOR ELEVATION
EXCEPT AT ENTRANCES AND ENTRANCE TRANSITIONS.
EROSION CONTROL NOTES AND MAINTENANCE PLAN:
1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE. ALL EROSION
AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN
NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO
PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE
CONTRACTOR SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A DAILY
BASIS. THIS WILL REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO.
4 STONE. ANY OBJECTIONABLE MATERIALS SPILLED, WASHED, OR
TRACKED ONTO PUBLIC ROADWAYS SHALL BE REMOVED IMMEDIATELY.
3. SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP AND BLOCK AND
GRAVEL INLET PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN
APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4. INSTALL EROSION CONTROL MEASURES AROUND THE DROP INLETS AS
SHOWN ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT
THE EROSION CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE
REPAIRS IMMEDIATELY. REMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP
TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS.
WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY
STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND
EITH"R SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED
AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE AREAS
ARO;)ND THE DROP INLETS.
5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT
BECOMES 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
6. THE SEDIMENT BASIN WILL BE CLEANED OUT WHEN THE LEVEL OF
SEDIMENT REACHES 2.0 FT BELOW THE TOP OF THE RISER. GRAVEL WILL
BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LONGER
DRAINS PROPERLY.
7. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
HOW7ONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES
SHALL BE SEEDED AND STABILIZED WITHIN 15 DAYS.
8. ALL DISTURBED AREAS SHALL BE SEEDED WITHIN 15 DAYS OF
DISTURBANCE. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
NECESSARY, AND MULCHED ACCORDING TO SPECIFICAITONS IN THE
VEGETA NE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
9. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE
SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
10. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE
THE PROJECT IS COMPLETED.
11. 'tEMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PEPAANENT MEASURES WILL FE WELL ESTAPLISHED BEFORE PROJECT
CLOSE-OUT.
1 1 /2" TYPE 1-2 (NCDOT)
--6- ABC STONE (NCDOT)
NOTE: PAVEMENT SECTION MAY
VARY DEPENDING UPON FIELD
CONDITIONS. CONTRACTOR SHALL
COORDINATE w/OWNER &
GEOTECHNICAL ENGINEER TO
DETERMINE ACTUAL PAVEMENT
SECTION.
PAVEMENT SECTION
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PERMANENT GRASSING DETAIL
3"R
SEEDING MIXTURE
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SPECIES RATE (LB/ACRE)
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TALL FESCUE 80
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PENSACOLA BAHIAGRASS 50
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SERICEA LESPEDEZA 30
"
KOBE LESPEDEZA 10
4" ABC STONE
ABC STONE SHALL
SEEDING NOTES:
COMPACTED SUBGRADE
D "GBEYOND
XTENCURB
U & GUTTER
1. FROM SEPT.1 - MAR. 1, USE UNSCARIFIED SERICEA SEED
FLOW LINE CURB SECTION
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB./ACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE
NTS
KOBE TO 40 LB/ACRE.
NOTE: CURB TYPE DEPENDS ON GRADES SHOWN
ON GRADING PLAN. GRADES INDICATING
NURSE PLANTS
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
BETWEEN APR. 15 AND AUG. 15 ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB/ACRE RYE(GRAIN)
1'-6"
SEEDING DATES
6„
BEST POSSIBLE
„
1 1 /2 R
EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30
CLASS A CONC.
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
ASPHALT
4
-
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 3000
3„R w
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5,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS)
I
AND 1,000 LB/ACRE 10-10-10 FERTILIZER.
1 /8"R
APPLY 4000 LB/ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE
° 4 a • .
MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING, OR BY CRIMPING
++
4 ABC STONE
WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN
ABC STONE SHALL
BE USED AS A MULCH ANCHORING TOOL.
COMPACTED SUBGRADE
�����/ ��/ ���/ EXTEND 6" BEYOND
CURB & GUTTER
MAINTENANCE
SPILL OFF CURB SECTION
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR,
NTS
ACCORDING TO SOIL TEST OR TOPDRESS WITH 500 LB/ACRE 10-10-10 FERTILIZER. MOW
NOTE:
CURB TYPE DEPENDS ON GRADES SHOWN
AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE
ON GRADING PLAN GRADES INDICATING
AND MULCH DAMAGED AREAS IMMEDIATELY.
FALL AWAY FROM CURB SHALL BE SPILL
OFF TYPE CURB. GRADES INDICATING CURB
ACCEPTING FLOW SHALL BE FLOW LINE TYPE.
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yc" / FGoOD POOL ' J` Drop Inlet No. iB j :I `� ate ' ,� I /
■ I +.. / ti� ^� / % Y % TOP 42.5 . 1 '
o / INV = 37.23 ; I:> r' / 2�a'
q ► / % r 1
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E /TON PON I i � � ,i 'f ; ` / I -------------- i � `� ` � • �P�� , � :� I ' ,
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wy by y� BOTTOM ELEVATION 1
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DROP
INLET IA in uul 1 I'
ns a i ,. TOP = 42.5
TOP FI 43.5 // INV = 37.28 0
INV 37.304.. K ( ...........................• i FUTURE DEVELOPMENT I / \� • \
y ` I " I TO DROP INLET 1 B
Ti w Service Area -'
Into Existing (Pavement
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NEW POWER I- ,� New Pavement;.,,qd
r t 18:33 SERVICE y 1 \ Tie Into Exit
a l 11`S CP&L TRANSFORMER s 4►9
SDMH Q ,� �55
TOP '13.5 - I '� aip % Service
INV +� 37.13
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A S I 7' Grade mounted electrical transformer NEW POWER \ ``-- "N - ` To 42.70 _�_..___.._ /
\� '♦ E` CF �. / 3 hIC PARKS-*- ; in secure vault to provide Underground `\ ` �, '»v. = 36.55 ti...... Appro.xhncltc Location Of
,' ( a�� 1_-� electrical service. See electrical plops SERVICE \ `, i / E.Osting 8" '.Eater Line
0 Dro inlet No. 2 k a'' aA y
~\., � •1� `� for building connections. ` ,- � E.i�•'r, fcv::.,er+,•. � ,
.;� o = ¢ . '� DropInlet No. _ j
\` p I 1 QD ,. Top = 42.7
=11 �II�II�II� I %
Inv. = 37.48 N
{� - - - -- ��
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"
H 1
TOP a 43.7 j 413 43. A+y�J
�NV 36.92 ° S B 43/.50 °` 43.50
a.
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k: j .�2•• a Proposed Building
0 1 Top = 43.f0 _
u TOP TO GRADE P 9 Inv. = 38.39 EXISTING CONTOUR
INV = 37.52 FFE = 44.0 0 I 3
43.0 Total Phase One •� PROPOSED SPOT ELEVATION
SAWCUT do REMOVE EXISTING PAVEMENT gyp. R3 ss c. o. 36,033 sq ft , I ,(
REPAIR w// MINIMUM 8" ABC STONE o , 3 ,o , I v. _ I 1
AND CIS I-2 ASPHALT----" L I F 36.87 195 8" SS SERNCE EROSION CONTROL AROUND INLET
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4 /
�'r �o S 1� ' ho ' f j LANDSCAPE AREAS
?
•� �� Fti�r .� 30 1 ¢ `� ate• � '
\ ��` 4i'\ • S' 4 Drop Inlet No. 9
TOP TO GRADE _ �� o /
42.0
SDMH 42.0
c,W s,���y o5 �. �\�� �� .' B k`i rf ? i� Inv. = 37.71 ,� q DropInlet No. 7 NEW ASPHALT PAVEMENT
Cj
INV 36.8 `7 0'O Top 42.70
t3j7ve1 Constructionys _ t�Pe • 00C, bF Inv. = 38. I I
ntrance \�,� \ 0.
oy ` F+<rtory B' 5 S I!`(3 H
\fig City of wlmington Standard tliStreet Yard ` ? �Q !f G p
f Driveway (See Detail) CURB ri 3 1 R /
NEW GRAVELED PARKING
A �6Q � � � TOP CURB-4 �' 2.S O ,is GQ
MOs Existing Fire Hydrant �c� '°Cie �inl( G �0 42b \ ��\ �` \ �� y �`'tI OG k� 1600 O� � /� !
MiO M wo T oMs 14 _ _ �, To Be Relocated t j ; n.. 1 n h e, c 0- _ r „
%xa3i CKOUI PPA e►� Al 4 SM
1r ML MU
W. VA FIRMP
/4 $1EII NEIWt�GALV. OR ASPHALT 00M)
TAC%NE1pFD AT O.C. EACH W LAW
11 TOP or BASH
RM
To The Left Property Comer Gtl
Drop Inlet No. 10
Top To Grade
t 2 INV. = 37.58
I
4J4.•
ex. 30
- pl ,
$ECTION
ELEVATIO
DETENTION POND OUTLET
STRUCTURE
u*e
Bl \
City of Wilmington Standard
Driveway (See Detail)
New 5' Sidewalk
To City Standards
TOP 43.0
v
FLOOD POOL 38.3 30•�
NORMAL POOL 37.5
1 L- 6' VEG, SHELF 36.5
6
6'
1�
3
SECTION THRU POND
N.T.S.
4
,:P
Limits Of Construction
Limits Of Storm Water
Acreage For New
c� , ' ,'� s / / Construction
0 '1
195' 8" SS SERVICE
O 0.70X
1
0 EXIST.
le GAS MAIN
TOP 43.0
FOREBAY
�1
3'7.6 3
1 1�
3 3 BOTTOM 34.0
BOTTOM 30.0
�- LIMITS OF CONSTRUCTION
PROJECT LIMITS
APPROVED
NORTH CAROLINA ENVIROIUEIM
MANAGEMENT COMMlS =
DIVISION OF WATER OU4P
DateZGHA(` `qC/ A- `-L-
Stormwater Permit No: F75OZ13.,,,,,"„
qC)P.
Site •
ite an
SCALE. 1 " = 40'