SW8040720_APPROVED PLANS_20040824

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
196407o�
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
WWMMDD

...::...-_..-.. STORMWATER-DIVISION
RESCISSIONS
CODING'SHEET....-�::....:.......:__:.:,-;.-ws�..�_��.._.::._
-
PERMIT NO.
.
FILE— HISTORICAL
FDOCTYYPE - ❑ COMPLETE
DATE OF ❑
.RESCISSION YYYYMMDD

\,0
/ .
�R�E SD MANHC>l�FYI
�� ,s \ 4 5D MANHOLE
KES S RIM 39.12 �' �51p ���3. RIM 39.10
p,R INV. 34.95 \ S 9 INV. 35.22 "/" \ `\ \♦
!CAI \�hg JUNCTION BOX
d / \�� s� TOP 39.58
,p
d CURB INLETINV. 34.33 �,' \�pr �` ♦♦
GRATE 38.74
y�"1 \♦EGA E.G. \�y tj INV. 35.36 ��ti/ G\�y( �' \�� �♦
/�-Oe����G
CURB INLET �y00p S / / �OyS QA J. E.I_P. SD MANHOLE \♦
,/►� GRATE 38.82 RIM 39.40 ` \ \
INV. 35.27 Ic INV. 33.53 \� \ •
`
5D MANHOLE ,• /yN 193 s / \ y / Q-� \ OP 39.76N BOX NOW OR FORMERLY `
/ ) ® • H.L.C.. LLC \ \♦
RIM 39.06 \/ `i \ INV. 34.59 MAP BOOK 29 PAGE 21 ♦� \ `
VINICITY MAP LAIN. 35.18
NO SCALE Q �2/ 5/ s. / //�\ \ \\ ``-AREA'C- \` , �♦
5D MANHOLE lot,
RIM 39.03♦♦
INV. 35.45 a /� 4� �o , G, \�,' \ �i \ C�
5URVEY REFERENCES
BOOK 3449 PAGE 0 10 1 -0 106 wV
CIVIL CON5TRUCTION PLANS:\\\ \\\\\�\ \ \ ♦�
PREPARED BY: ANDREW 4 KUSKl= , / �, / / sroRIrWATER sYSTE�1 OUTLET\ �, s \ �\ ,/ ♦.
RACINE CENTER FOR THE ART5 \X_ REMOVE EXIST. SDMH COVER \
DATE: 05-I6-99 ��,� ,/ ANND+TEINSTALLA 2' DOA. INLET \\\\�s; \ ` \♦ `�\
MAP BOOK 36 PAGE 10 PPIGW a�� TOP-39•�
MAP BOOK 35 PAGE 387 ``'' / ; / / / SPECIAL INFILTRATION \ S` \ \` �.♦
MAP BOOK 35 PAGE 285r . h // �, , DROP INLET
MAP BOOK 35 PAGE 260 TOP-41.92
s ♦\
MAP BOOK 39 PAGE 374 55 MANHO INV.-39.50
E.LP./ 3 / '/ ` \
GRASS AND VEGETATED INFILTRATION AREA , Q /"' /' RIM 3s. CCC»> •
MAP BOOK 39 PAGE 360 / INV. 3
MAP BOOK 37 PAGE 308 FIiLLLTER
PRIOR
AS NCDENR 30 VEGETATED � , ss .�` ry INFILTRATION DROP INLET \ \ \�\\ E.I.P. /' ` \ `
FILTER PRIOR TO OUTLET.
MAP BOOK 41 PAGE 193 SEE DETAIL j `�o 2 r,���i 72 TOP-41.92 \ \ s \ \ \♦` \
BOOK 1525 PAGE 0541 ��/ CID W-39.50
15 M WITH CLASS II MA
RIP -RAP ENERGY DISSIPAT /�.� / ' o.ad IM 8
INV.-39.10 S / $ INVFLUSH
✓ �� \ \ �♦ `
36' WIDE STANDARD / / / N pip Tm WITH RACINE CENTER
HJARTS-
\\ \ \\ ♦♦ .� `` \
CITY OF WIAINTON S / 4a SEE DETAIL FOR THE
DRIVE ENTRANCE. sD MAN HO� / / 4 N /// (► \ \ \
RIM 39.60 `' Gi/' / w %%///\\\ \ \�s \ �♦ .' f ` \
INV. 35.47
TEMPORARY GRAVELLED / / ' � / //% / 1 \ \\ `14MI*ATION DROJP INLET\�
CONSTRUCTION ENTRANCE. / y,l� / " Ibr /�/// \\\�\ TOP-41.92 \\ S \\ ' •
2.7 E -\ INV•-39.50
GRASS AND VEGETATED INFILTRATION AREA\�\
W!LL FUNCTION AS NCDENR 30' VEGETATED \ / °s ,x,;✓ /i// 7 . r \\ \ s \ -♦ ♦\
FILTER PRIOR TO OUTLET. / 4 / % c; • �'� \\\\ \ \ \\ \ \ \
ti� / \ INFILTRATION SYSTEM
SEE DETAIL
T .+0.4 42.7 Q� u SEE DETAILS.
2.t Ir N 30.4
15' FES WITH CLASS N /� / Moe
RIP -RAP ENERGY DISSIPATOR 3_
1 r �\ \
\
INV.=39.10 5D MANHOLE
RfM 39.9! .7
/, 2. 2"-3.a4 1rnN 42-7\\\\\ INFILTRATION DROP INLET
INV. � / \ \\ TOP-41.92 \ s' \ ♦ ,�
�'\ ROP INLET . x,3 ` \ \ \ \ \\\ \ \ ` INV.-39.50 TEMPORARY SILT
SPECIAL INFILTRATION / t 4' 40.2l5 BUILDING #1 \\ \
DROP INLET h \ .xu3as, °" FINE
�2.7 \ \ n FENCE. \ \
TOP-41.92 I_� / / m. 2.7 w (211) TINIt .4 \`\i' 41.v \ \ \
4t. \ 2-STORY 'r '° •' - RETENTION POND- \ S \
IN/.-39.50 /f ti -30 (COMMON AREA]
� •, F $y 'a / 2.1 2.7 ® 42.7 48' x 126' \ 5D MANHOLE \
. +tirv. �.� 10` 4,t 12,000 SF �� \\ \\ \
o',� 3. \ RIM 40.00 � �♦\
PPS � 42.7 E=43.50 3a.e Nr• u ouccw `k\ 42• INV. 34.66
55 MANHOLE /� • // 2 \ 2.7 + 42.2 \�\\\ \ INFILTRATION INLET • ,' ;
RIM 40.47
INV. 34.75 ^ / / `\ .39,64 3a.7o 43. o,x =�r. `�\\ \ \s TOP-41.92 / �Q4- / // ♦ y
/ �r / REE. ,401 \ \ INV.-39,
i_ rq , ru O ? \ V' /
ILiER nN xa •xn / +aa, \\K In040.:9 /� /
�?Jj'ti\ /®1 r TIN/5DMANHOIt /�•,�\�f .raIanNca40.09 /► r► Ne a' 43. \ 1 42.7
INV. 35.61
S'. ,•¢r ?7 \.�0 42. E42.7 .r / 43. ra., / %� \`
55 MANHOLE / / ►► rr TAPER CURB TO MEET \ r rwE *�xx � �44129 10-25
RIM 39.98 r� *�-,WALK. TIP. SEE DETAIL DROP 2. / // / ��
INV. 34.76 . � �/ ; ► �• BUILDING � \ TOP=4� R [.� 4_ � /
/ i ► U i ) INV.-39.73 -4' 3 / / 2WATCITY
ER MAIN EA5EMENT \�
\ INV. OUT: 34.80�- ♦r �/ / c r ► r I .4,.i� � 213 � 2.7 / � i - � � E.LP o0
Icrw[.w.rV BOOK 2602 PAGES 0854 THRU 0557
,�., ;, 00 � ►►rr `. 2-STORY DROP _ - TAPER CURB TOM �
�. ' x 120-TOP-42.00 �_ -� wALK, TYP. SEE
50INV{ \
.=40.00 3 42. I, Iw *3a.� nj� / ss ♦ `
I�,000 SF _
• , " a`\ S 43.Jr0 ' r` HOLE
\ \ / lNTE CE \\\ \ F. ,� I 9.92 Q.o `♦
MAN - MANHOLE u.a \\\ 2.7 2.7 42. i as 34.75 ♦ ` `
RIM 21 / 'A RI ® \\ 2 Z) 2.7 BUILDING #3 1 INE .aa
` \ � �1 RIM 41. ! 4 \ e *,1.4a
INV/34.19 6. INV. 34.68 \ Z' ® /(�15)43.
EXIST. MANHOLE \\ \\ c+ •�'
\ TOP TO )REMAIN / INFILTRATION DROP r , \\ 42.7 1r I- X 160' \ ♦�
AT. EXIST. TOP-41.92 2. 16,bQ0 SF 42 I�r .xn DROP INLET �.
y�pN ' INv..39.50 \\\\ s 55 M FFE=43.50 , NE.�u /��' TOP=41.92 \.
2.7 TOP-41.75
41.01 2. \ \\\\ ..I DROP INLET
WHEEL STOP. TYP. NV. 34.84 41,\\\ IN[p *.4a -,I.-.39.75 \ 2.7 \�
/ \ ` INFILTRATION DROP INLET 2. 3 14. rw[ *aQ63
TOP-41.92 �iyG \\\\ 2.
lip �.-Jv.J�! 2 N.q a \ \\ \\ .♦h2 . \`, \ \ -39
2 ASPHALT FLUSH W%1H
ASPHALT FLUSH WITH `'fix \ 14 TINE. �. 'S0 ��v CONCRETE, TYP. 6 .� \
O 3 . '1 SEE DETAIL u'
` \ CONCRETE. TYP. 2.4 �6b� 2.1 NE L� 42.1
SEE PETAE . \ \\ 42. 4 42. / \ fit► 6' \
\ L'4,� TEMPORARY SILT 2
��FENCE• 42.1 ._'v \\\ 42.7 __►�_��_�_� '�1-__
42.
\,4
INFILTRATION DROP INLET ��, �•� \ \
\ TOP-41.92 42 " ' } ^+^ • DROP INLET �. `•
\ \ . INV.-39 50 ..1.a6 42. \
ra4[ ` : \
` , TOP-41.92
TAPER CURB TO MEET 2 \ 2.1 IV /; INV.-39.50 �.
'7p WALK, TYP. SEE DETAIL
INFILTRATION SYSTEM ry * \
- SEE DETAILS.
f y ♦
.41.62 INE *41.74 '• La ' \ `
J s' PO ``so SFOZ♦ \ `\
5URVEY LEGEND INFIL R1`TION DROP INLET s
E.I.P. EXISTING IRON PIPE E.I.P. ; w TOP-4'2
o PROPERTY CORNER .90
INv.-39�
E.C.M. EXISTING CONCRETE MONUMENT
I.P.5. IRON PIPE 5ET �\
�,
R/W RIGHT-OF-WAY Nores:
�, �'.�
55 SANITARY SEWER \ 'Gti�� \` \.� 1.) THI5 PROPERTY 15 NOT LOCATED IN AN AREA OF 100 YEAR FLOOD.
E ELECTRICITY 7/ 2.) UTILITY STATEMENT
5D 5TORM DRAIN BS BELL SOUTH 1� �\ \ THE UNDERGROUND LTfILITIE5 SHOWN HAVE BEEN LOCATEDrIW
CO CLEAN OUT
`' FROM FIELD SURVEY INFORMATION AND EXISTING DRINGS.
MH MANHOLE TEL TELEPHONE \
THE 5URVEYOR MAKE5 NO GUARANTEES THAT THE UNDERGROUND
PP POWER POLE CAN CABLE T.V.
` \ILITIE5 5HOWN COMPR15E ALL SUCH UTIUTIE5 IN THE AREA,
LP LIGHT POLE E•'P\ EITHER. IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES
U/G UNDERGROUND GAS
NOT WARRANT THAT THE UNDERGROUND UTILITIES SrIOWN ARE IN
GW GUY WIRE WL WATER LINE `\ THE EXACT LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT
CB CATCH BA51N WV WATER VALE THEY ARE LOCATED A5 ACCURATLEY AS P0551BLE FROM INFORMATION
CI CURB INLET AVAILABLE. THE 5URVEYOR HA5 NOT PHYSICALLY LOCATED
WM WATER METER UNDERGROUND UTILITIES.
DI DROP INLET FH FIRE HYDRANT
RCP REINFORCED CONCRETE PIPE \ 3J 5URVEY SUBJECT TO ANY EASEMENTS OF RECORD.
t fYP.) TYPICAL
UGC UNDERGROUND ELECTRIC CONDUIT \
OHP OVERHEAD POWER
x 39,55 EXISTING SPOT GRADE ELEVATION
+ .r_ • - •' f . , '� •!' 4 - • - f: •I -1' .111: }... . ,i •rs 1 ►•1 �. 1�. .r_ �T. ,I! _Y
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NOTE: f�I� III ��
1. PLEASE CONTACT NC ONE CALL CENTER PRIOR TO DOING ANY
DIGGING 1-800-632-4949 TO LOCATE ALL Un TIES. I I
LEGEND II
PROPERTY LINE---•----��
EXISTING CONTOUR - -
- - - 41 - ^ `-
EXISTING SPOT ELEVATION
• 40.10
EXISTING TREE
14• MC •
EXISTING TREE TO BE SAVED
1 r-4
TREE PROTECTION FENCE
PROPOSED FINISH GRADE
SPOT ELEVATION
EROSION CONTROL AROUND INLETS
TEMPORARY SILT FENCE
PROPOSED SANITARY SEWER-
SS SS- SS ---
PROPOSED WATER -
W W W -
NOTE: NO WETLANDS EXIST WITHIN THE SITE BOUNDARY.
SCALE: 1 " = 40'
0 40 80 120
04100
DE& JST
cxj>. JPN
DRwm. NKS
DATE. 8/12/04
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E.LP. \\ \ \
VINICITY MAP X
\ \
NO SCALE
\• io� %lam /�\ `
NOW OR FORMERLY \
H.L.C.. LLC
MAP BOOK 29 PAGE 21
✓ .1s` ; i' ,h' --AREA 'C-- r6, 7-cp
\
or ZONED
/ �+ `P� ,• y / f \ \\emu'• \
ZONEDsf
RB ��CR RAyNG. SSEEED \ ` RACINE CENTER
36' WIDE STANDARD CITY OF ,r DET//WL. / / / : FOR THE
ARTS—\
WILMINTON DRIVE ENTRANCE.
SEE DETAILS SHEET C3.
SIF
328
ch
/ / / •' `.. :: \ WHEEL STOPS AT PARKING \ \
/ c�.'.:::::.. AREAS AROUND BUILDINGS. \ \ \\ \♦
::.::Izr we TYPICAL SEE DETAIL.
--------------
QJ . • ' 35
PROVIDE TREE d / �' � � r Pw ....: - -'..:: \ \ \
PROTECTKN cn/ 1�, • : t :':::::::::. r " /
FENCING. ..
\ \
51(;NS / HC _
/\ \
/ 3z iLDING , a �•.• BU
? /I / _ 2-STORY •:::: = :.\ —RETENTION POND—
.i'!r..'::'::. .
/ �:. .:.'.:� :::::: COMMON AUA) \
' X 1 328 .. ..... • ......... ! f W \ `C
12,000 SF
>: y :a1r........... BIKE RACK \ ' \
/
%f / 'v=' \
�/ /
PROVIDE TREE ►. I
PROTECTION / • / � , � .. - . - � G \ /
/ ::.: /
�i :::': 345 / ,
........ .....
FENCIN / / r .
/ 4• _
ClPIS _ /
230
t / /
Y SF ♦
r \
X
o:
• SFW2/
_ r
- - ter.:•:
t
BUILDING#2 �. ! E•J34 ieif�--•••••••- /
Av
%. �/ 1 �• PI j 2-STORY >: : \� • / - +
/
50 x i 20
2zs
:fs2
SFfi t •'�a. 12,000 SF HC SIGNS SF Sit f ' .• `� / \
{ B
iS
i 1 P
:!
J 6.0
_ BIKE RACK_ . ,. ZONED
, .
BUILDING 03 MF—L
/ \ -
\ 15 3fi2 2 \
/ SF
:..
\
r IOU, > 2-STORY PROVIDE TREE" \
52 x 160 PROTECTION4 `
/...
\ r'• re
NG. ` \ FaCI
/ 1 / _ fi 000 S •:� ••
P
. ti • - 'zoo .
/ PROVIDE TREE � . ,: -: - = �::- FFE=437tI
HC SK;ahIS
PROTECTION- .. �
FENG��,/.. q° _
YRi. J
.P1
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'' R .. ......SF .1�:.:... �r. \ Q \ \
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N7. \
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a
\
SF
o/ Nor.)
4_..., ,
ZONED
:
Ia N .\
`
ZONEDO
\ _ _ _ :-.. :e.;....:......��':. \` ,
\ \ SEE ARCHITECTURAL PLANS \ :.:. :: t�;:::'::: I r • I rIN[ • `♦ `
FOR DLIMPSER ARIA SCREENING. 970
/ \ \
\ \`\ PROVIDE TREE"�/s� �� \
\ \ PROTECTION „' PI • P" ZONED , SR4t, \
FENCING. � \ MF—L �'
SITE DATA TABLE
USE: OFFICE
ZONING: 0 O I
PARCEL ID: R05017-002-006-000
MAP ID: 314818209057000
SITE AREA: 3.09 ACRES
DISTURBED AREA:
CAMA LAND USE: DEVELOPED
BUILDING SETBACKS: RB: FRONT SETBACK: 30'
SIDE. 5'
REAR SETBACK: 25'
BUFFER: 20• REAR
BUILDING HEIGHT: 2 STORY - 31'
BUILDING LOT COVERAGE: 15%
REQUIRED PARKING:
OFFICE 0 40,000 SF: 1/250 SF MAX. 1/40D SF MIN.
160 MAX.. 100 MIN.
TOTAL PARKING PROVIDED: 138 SPACES INCLUDES 6 HC SPACES
IMPERVIOUS AREA:
BUILDINGS:2O,368 SF (ROOF AREA)
ASPHALT CURB do GUTTER 60,400 SF
SIDEWALKS/CONCRETE 9,457 SF
TOTAL IMPERVIOUS AREA: 90,235 SF TOTAL
PERCENT IMPERVIOUS: 67X
LANDSCAPING:
LANDSCAPING REQ'D INTERIOR (14X) - 8,456 SF 8,487 SF PROVIDED
STREETYARD LANDSCAPING:
PRIMARY: RACINE DR.
18' STREETYARD REQUIRED
372' — 24' X 18' - 6.264 SF 6,264 SF PROVIDED
FOUNDATION PLANTINGS:
BUILDING #1
(2) 0 31' X 48' X .12 — 178 SF READ.
(2) 0 31' X 126' X .12 - 468 SF READ.
BUILDING #2
(2) 0 31- X 50' X .12 - 186 SF REOD.
(2) 0 31' X 120' X .12 - 446 SF READ -
BUILDING #3
(2) 0 31 A X 52' X .12 — 193 SF READ.
(2) 0 31' X 160' X .12 — 595 SF READ.
X STA
1. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, TREE
PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES
OR GROVES OF TREES AND NO CONSTRUCTION WORKERS. TOOLS,
MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION
FENCING;
2. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS —OF —WAY AND FOR
DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET CITY AND/OR NCDOT
STANDARDS.
3. ONCE STREETS ARE OPEN TO TRAFFIC. CONTACT TRAFFIC ENGINEERING
(RICHIE BROWN) TO REQUEST INSTALLATION OF TRAFFIC AND STREET
NAME SIGNS. PROPOSED STREET NAMES MUST BE APPROVED PRIOR TO
INSTALLATION OF STREET NAME SIGNS.
4. TRAFFIC CONTROL DEVICES (INCLUDING SIGNS AND PAVEMENT
MARKINGS TO IN AREAS OPEN TO PUBLIC TRAFFIC ARE MEET M UTCD
(MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
5. CONTACT TOM PLATT WITH TRAFFIC ENGINEERING AT 341-7888 TO ENSURE
THAT ALL TRAFFIC SIGNAL FACILITIES AND EQUIPMENT ARE SHOWN ON
THE PLAN. ADD A NOTE TO CALL TRAFFIC ENGINEERING AT 341-7888
FORTY—EIGHT HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT OF WAY.
6. ANY BROKEN OR MISSING SIDEWALK PANELS WILL BE REPLACED.
7. CONTACT KAREN DIXON AT 341-7888 TO DISCUSS STREET LIGHTING
OPTIONS.
MI CONNECTION
8. PROJECT SHALL COMPLY WITH CITY OF WIL NGTON CROSS CO ECTION
CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED
UNTIL ALL REQUIREMENTS ARE MET AND THE STATE HAS GIVEN THEIR
FINAL APPROVAL CALL 343-3910 FOR INFORMATION.
9. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL
APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED
PRESSURE ZONE (Z) RP BAC KFLOW PREVENTION DEVICE ON THE
DEVELOPER'S SIDE OF THE WATER METER BOX.
10. ANY IRRIGATION SYSTEM SUPPLIED BY CITY WATER SHALL COMPLY WITH
THE CITY'S CROSS CONNECTION CONTROL REGULATIONS. CALL 343-3910
FOR INFORMATION.
11. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CITY WILL NEED
TO BE ON THE UST OF APPROVED DEVICES BY USCFCCCHR OR ASSE.
12. TRAFFIC CONTROL DEVICES
(INCLUDING SIGNS AND PAVEMENT
MARKINGS) IN NCDOT RIGHT—OF—WAY SHALL BE IN ACCORDANCE WITH
NCDOT STANDARDS. CONTRACTOR SHALL COORDINATE WITH NCDOT.
13. CONTRACTOR WILL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND
TRAFFIC CONTROL DEVICES PER NCDOT DURING MEDIAN CROSSOVER AND
RIGHT TURN LANE CONSTRUCTION WORK. COORDINATE WITH NCDOT AND
CITY OF WILMINGTON.
14. TRAFFIC CONTROL SIGNS AND PAVEMENT MARKINGS ON PRIVATE PROPERTY
(OUTSIDE OF THE PUBLIC RIGHT —OF WAY) ARE TO BE MAINTAINED BY THE
PROPERTY OWNER.
\ � NOTES:
' \ 1. DIMENSIONS NOTED ARE FROM THE FACE OF CURB / SIDEWALK
`�� /� ♦. TO THE FACE OF CURB / SIDEWALK UNLESS OTHERWISE SHOWN.
2. THE SITE WORK MID/OR PAVING CONTRACTOR ARE RESPONSIBLE
.� FOR INSTALLING THE PARK SIGNS. TRAFFIC SIGNS AND PAINT STRIPING.
THE SITIEWORK AND/OR PAVING CONTRACTOR SHALL COORDINATE THIS
ti co \ `. WORK WITH THE DESIGN BUILDER PRIOR TO BIDDWG AND CONSTRUCTION
\ r o- ti �
P \ \`♦ AS REQUIRED.
oZONED \� \ 3. PLEASE CONTACT NC ONE CALL CENTER PRK)R TO DOING ANY
-0' MF—L DIGGING 1-800-632-4949 TO LOCATE ALL VITIATES.
\�
\
LEGEND
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mm: NKS
DAm. 8/12/04
PROPERTY LINE ---ma-- --- --�
ASPHALTj;
NEW CONCRETE
DOSTING TREE 14• t,r�.
EXISTING TREE TO BE SAVED 14- M4@
TREE PROTECTION FENCE
SCALE: 1 " = 40'
pm I-
0 40 80 120
C 2
5

FEZVoly 9
ARKF- t SCR �o
�
RZ, d
\ i
VINICITY MAP
NO 5CALE
50 MANI,at7
\ • ��
RIM 39.12
INV. 34.95
�hp�f
cs
Q �p
"f7GW
EXISTING 25'
SEWER EASEMENT
NEW FIRE HYDRANT
12" X 8' TAPPING
AND 8' VALVE.
OPEN CUT AND PATCH RACINE DR. TO
INSTALL THE NEW WATERLINE. MAINTAIN
2 WAY ACCESS DURING CONSTRUCTION.
REPAIR AS PER DETAIL A
cn a.w aiwv • �//
55 MANHOLE /
RIM 39.96
INV. 34.76 �_ / • /
INV. OUT: 34.80
Gj /
\ / INTAENP GE
MANV2 5D MANh OLE
\ \ RIM ,�� 21 A RIM 41.14
INV/34.19 ��' INV. 34.68
DUCTILE IRON SEWER
UNDER INFILTRATION
SYSTEM{. SEE SHEET C 1.
X
I.P.
CURB INLET
b�GRATE 36 74
INV. 35.36
r \
JUNCTION BOX
TOP 39.55
INV. 34.33
i
r
d
/QQ-Oe�
J 5D MANHOLE
RIM 39.40 \
,
INV. 33.453 \
5D JUNCTION BOX '
NOW OR FORMERLY
y i® TOP 39.76 H.L.C.. LLC \ \ \\\
' INV. 34.59 \
MAP BOOK 29 PAGE 21
vj / \� \ ♦ --AREA 'C--
.10
,
\\ s \ / \ \
\ \ E.LP. \ \ ♦
DUCTLE IRON SEWER
UNDER INFILTRATION \ \ \ \ ` /' •' \ \ ` \
SYSTaL SEE SHEET C1. \ \
\ / \
-RACINE CENTER \ \ \ ♦ `
FOR THE ART5•-• �,P \\ • `
(3) e' X 2' TEE FOR 2' DOMESTIC `\ `\\ t , J
WATER SERVICE IN ACCORDANCE
\ /WITH THE CITY OF WILMNGTON
STANDARDS. \ \ � s, \ \ a. • / J
J
ll
\ J
F�p3 PREVENTER
IN A FIBERGLAASSSWENCLOSURE /,,
�2. ♦ ON CONCRETE PAD AND Y \ \ s, \ \• ,
C� ATER METER IN NI\ �,
WILM rT STANDARDS. THE (C MIE♦ON AR4 POND-\
` 50 MANHOLE \
RIM 40.00
INV. 34." \ \ 1 \
7 NEw FIRE ® �a \
HYDRANT ® `\N, \ / /s /
`%
/ Eli` / 2a CITY Of WILMINGTON \
WATERMAINAGESfA5fENT
HOOK 2602 PAGES 0854 THRLi 0857 `%
J / \
a» VALVE AND
� 5D BOLE
S PLUG RI 9.92 SA \
BUILDING #3 I 34.75
10
(215)
2-STORY �( '
52'xMY
16,000 SF `
FFE=13.50
\
{
` \ E.c.M� \ 2 RPZ BACKFLOW PREVENTE`R tissoo
` IN A FIBERGLASS ENCLOSURE 3 �s• 00-38.25
` \ 4 \ ON A CONCRETE PAD AND 2" s _�- ` ��4'
• DOIAESTIC WATER MiETER IN
ACCORDANCE WITH THE CITY +y
/ \ , OF WILIIINGTON STANDARDS. ` ti O
G \
\ �
h
\IF�.
E.I.P.
J.
`
/ `
CURB INLET
GRATE W.52 Q '.
INV. 35.27 \..
5D MANHOLE
RIM 39.06 -
INV. 35.1E
AP
V / o/
/
/ 55 MAN MOLE
/ RIM 39.91
INV. 35.66
r
J
O
m
NOTE
1. PLEASE CONTACT NC ONE CALL CENTER PRIOR TO DOING ANY
DIGGING 1-800-632-4949 TO LOCATE ALL UTILITIES.
END
PROPERTY LINE-------�
PROPOSED SANITARY SEWER
PROPOSED WATER _ w w w -
SCALE: 1" = 40'
0 40 80
120
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RESERVED ACCESIRE � ONLY o
PARKING
[LNJSIGNSS TO BE O.OBO SrANDARD R7-8
ALUMWIML BOLT TO TREATED WOOD OR
ALUM " POST WITH 3/8' CADIA N
PLATED NUTS, BOLTS • yYlS1i ms, Ri
1r
LEOW W •DIM - OM
*M SYMBOL ON ULM swap •
GUSNOI•B - TIRE
� GRATE
ALLOA" OR TREATED 4"x4' WOOD POET.
VIW61IKI
sp p,� A� amm� I
'r 4 I - - Ir =4 1.I
LOOM uo •MMM - ••m LMW 40 ONO -
ALM I I 11
HMDIWPED SIGN DETAIL
NIS
NOTES:
1. SIDEWALK THICKNESS eHAL L BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS Cgg.J. j SPACE SAME AS SIDEWALK WIDTH.
4. THK�KEN SIDEEWWAALK TO 6' IN AT
DLL P WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/2' EXPANSION JOINT (E.J.) AND SNAP CAP EXPANSION JOINT
COVERS ARE REQUIRED AT 50' MAX. AT SIDEWALK JUNCTIONS.
AT STRUCTURES AND AS NOTED ON SITE PLAN. 1/8'R TOOLED
6. PROVIDE A LRR OF 15 BLDG. FELT BETWEEN WALK AND ADJACENT JOINT
PARALLELING CURB OR S�RUCTURE.
1/2" EXPANSION
CURB 30' MAX. SPACING JOINT MATERIAL
EXPANSION JOINT (E.J.]
1• .., -., -� 1/4'x1' DEEP •/AN
'•: f -�.4 1/8-R TOOLED JOINT
CONTRACTION JOINT (C.J.
BLDG.-STRUCTURE
RLM
SIDEWALK JOINT DETAILS
NTS
SEE PLAN FOF
ORIENTATION
HEAVY DUTY TRAFFIC BDRIIG
2- TYPE 1-2 (NCDOT)
-6" TYPE ABC STONE (NPDOT)
1
6' W E.S. FABRIC TEMPORARY/PERMANENT -
g GUTTERmr GRASS SPECIFICATION
�. SITE WORK NOTES:
srm aR woDD POSr
,' -
Ya
g
WINE MESH FOR STANDARD FABRIC
/-PAVEMENT
MIN. t4 GA. Sx6 MESH 'q �
STANDARD OR DCrRA STRENGTH
1-4
FOR STANDARD FABRIC .I .
I N
FILTER FABRIC
`P �w j ? -"',
10 rL
DIRECTION OF WATER FLOW
r
�
CURB END DETAIL
=� COMPACTED SUBGRADE
NTs
FABRIC SKIRT
III -I
DEEP IDE
PAVEMENT SECTION MAY VARY
a' 7HICK CONS (4.000 PSI)
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
x wz wwM cALVAN IED
-�
w/OWNER & GEOTECHNICAL
TO DETERMINE
4' ABiC
STONE (WD07} � �
NOTES:
ENGINEER
:._ - 2• CLEAR
"
EN
1. SYN. FCE FABRIC SHALL BE MIN. OF 30' IN WIDT1•I WITH
ACTUAL PAVEMENT SECTION.
6'
.;, .
30 LB/1N TENSILE STRENGTH FOR STANDARD FAN3RIC
MID 50 LB/IN FOR DITRA STRENGTFL
�• FEN SHALL • O JaNTS
PAVEMENT SECTION
I
T.
ARE ECESSARYr LAP FABRIC POST TO POST.
ICI SIX SPU*r-ATIONS FOR I ,r
3. STEEL POST SHALL BE MIN 4 W HEIGHT AND BE OF THE
SHALL BE VVVY
SELF-FAASTENM STEEL ANGLE TYPE
�.MXAX EXPANSION
BE EVERY 50 Fr. (�)'
4• WOOD POST SHALL BE A MIN. OF 4' IN HEJGfiT AND
4' IN DIAMETER. FABRIC SHALL BE FASTENED TO
CONCRETE PAVEMENT SECTION
WOODEN POST WITH NOT LESS THAN #9 WINE STAPLE
1' LOG OR TIE WIRES.
NTS
NOTE PAVENDIT SECnON LIMY VARY DEPENDING UPON FIELD
CONDMONS. COWrRACrOR SHALL OOORWTE w/0WIhU A
TEMPORARY SILT FENCE
GEOTECHNICIL DNLI W TO DETER" ACTUAL PAINENDIT SECTION.
NITS
1. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH
FIELD CONSTRUCTION CONDITIONS. Z
2. THE CONTRACTOR SHALL COORDINATE WORK WITHIN NCDOT AND LOCAL x
RIGHT OF WAYS WITH PROPER AUTHORITIES AND SHALL MEET ANY �
REQcUII'R1'�EMENTS AS TO TRAFFIC CONTROL AND CONNECTION TO EXISTING � _
3. CLEARING AND GRUBBING: REMOVE ALL TREES AS REQUIRED UNLESS,
OTHERWISE NOTED TO REMAIN, STUMPS, ROOTS, SHRUBBERY. ASPHALT,
CONCRETE, STRUCTURES, BURIED UTILITIES, STORAGE TANKS. ETC. WITHIN
UMITS of CONSTRUCTION. N
4. STRIPPING: BEFORE EXCAVATING OR FILLING, REMOVE ALL TOPSOIL, W
WOOD. LEAVES. AND ANY OTHER UNSUITABLE MATERIAL.
Q
5. MUCKING: REMOVE ANY SOFT, ORGANIC SILT MATERIALS AND EXISTING
Z
BURIED CONSTRUCTION DEBRIS AS REQUIRED AND FILL TO SUBGRADE
J
ELEVATIONS WITH A CLEAN SELECT -FILL COMPACTED AS SPECIFIED.
0
-
Uj
6. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR EXCAVATED SPOIL SHALL
X ' (r
BE REMOVED FROM SITE AND DISPOSED OF IN ACCORDANCE WITH ALL
U Ld
APPLICABLE LOCAL AND STATE CODES.
J cc
V
7. BORROW MATERIAL- THE SITE WORK CONTRACTOR SHALL FURNISH
wwj
. l- C)
BORROW MATERIAL REQUIRED FROM OFF SITE AND OBTAIN ALL REQUIRED
< W
PERMITS ASSOCIATED WITH BORROW OPERATIONS.
r-, 0 Z
8. FILL AND
SE
w U U 0
RECEIVE FILL SHOUCOMPACTION:
D PROOFROLLED WITH A 10 TO VIBRATORY STEEL
0
WHEELED ROLLER TO COMPACT THE TOP 8' TO AT LEAST 989E OF
w Q Z
MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT. ANY AREA WHICH PUMPS OR
V
RUTS EXCESSIVELY SHOULD BE UNDERCUT AND REPLACED WITH A CLEAN. SILTY
z
OR CLAYEY SAND HAVING A UNIFIED SOIL CLASSIFICATION OF SP. SM. OR SC.
Z LL Ln
0
FILL MATERIAL 5' OUTSIDE OF BUILDING AREAS SHALL THEN BE PLACED IN
LI-•, r-
LAYERS NOT TO EXCEED 8' AND COMPACTED TO AT LEAST 95% OF THE
Q N �^•^
/
'i•i'i•i•i'iai�i'i•a�i'i�ii'i•i'i�i�i�i'ii•� • i • �1 • • 1- 1 - •- • •
• • • • I. , * • • .
-'•'•'•'a'•'•'•'•'•'•••••••••••••••••'•••'••••�
a a • a a s • a • a • • . - • 1 • . - a1
-► r 1 h - 1 ].- 1 r ► � .
Thy- ► .
rh] ► ►
• • • • • • • • • •
Rt", GRATE AND HOOD. OP
�B40.033OORRAPPROVED I � NOTE:
FRAME & 20
R GRATE
EQUAL �J SWILL BE HEAVY DUTY
N)TE: IF PRE -CAST BOXES
ARE USED THE Cor4TWCTOR CONC. COLLAR
IS RESPOIISNBLE FOR COIEIRAMNG
TWAT THE PIPES CAN BE INSTALLED
TO THE GRADES SHOWN ON THE
PLANS USING A PRECAST BOX PLAd
PRIOR TO CONSTRUCTION.
ASPHALT
8'
26' MIN.
CONCRETE
BRICK
CAST
PREER
SI
E
6"
VAf
I6.
•
BRICK MASONRY
V1
4•
w
FLOW
#4 0 12' EACH WAY .FIG.
3000 PSI CONC.
:,' •
�•
'
m
TYPICAL CATCH BASIN
SEU10
24' CURB AND GUTTER TUTS
DROP INLET DETAIL
SCORED LINE
1" DEEP
SIDEWALK SECTION
EXPANSION JOINT 1/20
PLAZA DRIVEWAY APRON
Me
SIDEWALK OR
SIDEWALK AREA
' P EXPANSION JOINT 1 /2 7�
l
0'-6' .�
1'-fi' Rti
EXPANSION JOINT 1/2' A,.j5' �1.5m) MIN. RESIDENT
13 (4.0m) MIN. OTHER
PAVEMENT
PLAN
EXPANSION JOINT 1/2'
FIN SH PLAZA GFJOE
J 1 0
VARIABLE
1'-3'-0' 5'-0•
-
0'-6- 1/4 PER 1'-0-
EXPANSION JOINT
SECTION A -A
12'-0' MIN
00_20 VARIABLE
0'-6" 6" CONCRETE
SECTION B-B
STANDARD DRIVEWAY DETAIL
NTS
PLAZA
ELEV. VARIES 3/4" REINFORCING BAR
IMBEDDED 18' INTO SUBGRADE.
ILI
SHALL BE #5 OR 157 AND - : y` ' r
SHALL BE PAID FOR AT THE rn ari Y
�+ 3
SECTION A -A TOONN PMEENT COIOONTROLL •" 14. ALL PAVEMENT AND BASE MATERIALS AND WORKMANSHIP SHALL CONFORM TO Ld I) rO
STONE. ' ` NCDOT STANDARDS. ,,, ,4,
7/8• DNA. HOLES MULTI -DIRECTIONAL FLOW 0 z
I N LET PROTECTION 2. M BE 10
WIREMESH SHALL
HAVVE ;1/4- COMPACTED SUBGRADE 'STTATEA'ER PLUMB G CODES.
SERVICESETER AND TAPS SHALL INSTALLED
EET LOCAL MEET �° Y oz rn rn
NTS MESH OPENO CS. 4 1 REQUIREMENTS.
Z 3
SIDEWALWASPHALT PARKING AROUND BUILDINGS 16. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. 0 � z Q
HA #
Mn NTS
10 3 rn d AL
at2 4 BARS 17. SEE GEOTECHNICAL REPORT FOR ADDITIONAL REQUIREMENTS.
NlIOUS
g $ 18. THE CONTRACTOR SHALL NOTE THAT EARTHWORK QUANTITIES ARE HIS •
EXISTING TREE RESPONSIBILITY. PLANS DO NOT REPRESENT A BALANCED EARTHWORK CONDITION. U
19. REINF. CONC. PIPE SHALL BE CLASS III W/RUBBER GASKETED JOINT OR Z
HA
"RAM NEW. INSTALL PER MANUFACTURER'S REQUIREMENTS. Ax
CONCRETE WHEELSTOP DETAIL
2' wide
white h 4' white
thermoplastic lane line
stopbar
Q �
�O o
w3 �ry
y� City standard
pavement marking
arrows. Thermoplastic.
4' double yellow
centerline with
6w separation
1'
CASTING NOTE: 2' X 3' NCDOT
0:
APPROVED HEAVY DUTY CURB INLET
LIJ
FRAME AND GRATE. FRAME AND
W
V
STANDARD NCDOT PRECAST
GRATE SHALL BE 4+LOW PROFILE
EROSION CONTROL NOTES AND MAINTENANCE PLAN:
Z
-{;
213' BOX. H-20 LOAD
TYPE. INSTALL DI FRAME AND GRATE
RATED. INSTALL STEPS IN
AT FACE OF CURB.
0
DRIPUNIE
Di AND JB'
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY
TOP ELEV.=41,
AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE
ELEV. FOR
LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY
LIJ
3' MIN. STAKE
CLEANOUT
TO MAINTAIN ALL PRACTICES AS DESIGNED.
(D
PROTECTIVE BA�i(ER GRADE HEIGIHT ABOVE
v
6' C900 PVC BYPASS PIPE
2. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION OR AS
0
10" PERF HDPE TO
INV.=40.45
THEREAFTER
Z
CULTEC0
CULTIC 100HP
a
45' BEND
SOON
AS POSSIBLE. ALL EROSION AND SEDIMENT CONTROL PRACTICESA�j
RUNOFF-
WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -
-
9.5E
6' C900 PVC BYPASS PIPE
PRODUCING RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY
J
INIl.=39.25
NEEDED REPAIRS
AIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
„��� I
C
��I� �- -•• --I 1 ►�' y"' u. Ir ��"�
~-, (�
C N
3. MAINTAIN THE GRAVEL CONSTRUCTION ENTRANCES IN A CONDITION TO PREVENT
Z
BOTTOM=38.5
r r •
�- -Rt ..�t'
-� �
$" CLEANOUT BENCHMARK
MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THE CONTRACTOR
SHALL INSPECT THE CONSTRUCTION ENTRANCES ON A RALLY BASIS. THIS WILL
0
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
�x:��l� y;
FROM TOP OF D.I. ELEV.
REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL NO. 4 STONE. ANY
PROTECTIVE BARRIER IS TO BE WSTALLED AT THE DRIPLINE.
•
';±>:;• y:.�•wl:p "-
; :
o 0CLEANOUT ELEV.=39.25
OBJECTIONABLE MATERIALS SPILLED, WASHED. OR TRACKED ONTO PUBLIC
0
00
0°
ROADWAYS SMALL BE REMOVED IMMEDIATELY.
I
I
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE DXTENDING OUT TO
o 000
00000000000000p0000000
00
I
I I
I
THE TIPS OF THE OVIE RMOS'T BRANCHES.
DIM
SEDIMENT TRAP�
8 57 STONE OVER
"SHOWNI
�
4. STALL MIFASURES AROUND THE DROP I AS
W EROSION CONTROL INLETS
I
I I !
MARIFl 600X FABRIC
ON THE PLANS TO TRAP SILT DURING CONSTRUCTION. INSPECT THE EROSION
SECTION
CONTROL AROUND THE INLETS AFTER EACH RAIN AND MAKE REPAIRS IMMEDIATELY
wDRIVEWAYREMOVE SEDIMENT WHEN IT BECOMES 0.50' DEEP TO PROVIDE ADEQUATE
8 SECTION 12 RCP RAC I N D R. TREE PROTECTION NOTE. PIPE oRLENTAT1014 VARIES. SEE PLAN VIEW. STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAWAGE I I I I I I I I I I
SAWC4T IN HALF NTS NTS AREA HAS BEEN ADEQUATELY STABILIZED. REMOVE ALL MATERIALS AN ANY
URB RETURN
NCDOT TYPICAL I N FI LTRATI 0 N UNSTABLE SOIL AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE
EROSION CONTROL DISTURBED AREA TO PROPER GRADE AND APPROPRIATELY STABILIZE ALL BARE
CURB STONE (( III I I
6" H-20 LOAD RATED CONS CURB DROP INLET/JUNCTION BOX DETAIL AREAS AROUND THE DROP INLETS.
NIS
I
_ TOP. FORM CURB AND I _
30' MIN. GUTTER IN TOP. 5. SEDIMENT WILL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES
DROP INLET FRAME FIIESHED GRADE, 2.5 NGDOT I-2 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
1 1
2 DNA. MANHOLE AND GRATE fH ( �� ASPIiALT Grin 2' ABC STONE NECESSARY TO MAINTAIN A BARRIER.
A + + . • + + A RING AND COVER. CONCRETE TOP' 12' WASHED STONE (1-1/2' - 27 B• NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1 VERTICAL TO 3
CULTIC 410 FILTER FABRIC OVER CULTIC 100 HD 04100
r r W W r a + ap RECOMMENDED. CULTEC 410 HORIZONTAL UNLESS OTHERWISE SPECIFIED ON THE PLAN. ALL SLOPES SHALL
W W W w +• +• W 6w C900 PVC BYPASS FUR FABW BE SEEDED AND STABLIZED WITHIN 15 DAYS.
W INV.=39.25 (4) a&XC CONTACTOR 100HD TOP, S1XS AND BDTION, DE& JST
r
H-20 Q D R u D. cwANBEIt - � SAP Ni 5fw TOP. 7. THE STORMWATER PONDS WILL ACT AS SEDIMENT BASINS AND WILL BE CLEANED au� JPN L o
TOP=41.92 OUT WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FT. BELOW THE TOP OF THE DRwM: NKS cz.
3 x s PRECAST _ _
MIN. ELEV. 41.92 RISER. GRAVEL WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO �
:� CM
W 1 W I
- DRAINS
BOX
6' C900 PVC BYPASS
LONGER NS PROPERLY
DATE: 8 12 4
- - - - - 0 r-I
PI 9.2 PE o ELEV 3 5
- CUT ES C SLOE SL
VEGETATiD FILTER TO BELD
SOD ---WEIR 40.45 N -
S. NO OR FILL SLOP SWILL EX EED A OPE OF 1 VERTICAL TO 3
- - - - - - - - - - - - - - - - HORIZONTAL UN OTHERWISE SPECIFIED THE PLAN. . � UNLESS ON ALL SLOPES SHALL BE
C
a
TOP 4a. , CULTEC T 54 H
• SEEDED AND STABILIZED WITHIN 15 DAYS. �• R
15 RCP 10" HDPE TO CULTEC00- STONE N e fie. E • • • �''
s' Nor INV.AUT=39.25 100HP INV.=39-50 r so CULTEC BOTTOM 39.50 9. ALL DISTURBED AREAS SHALL BE SEEDED WTTWN 15 DAYS OF DISTURBANCE.
:•Q , ' BLoaX 0R rPEOE
PIPE FLAW ALL SEEDED AREAS WILL BE FERTILIZED. RESEEDED AS NECESSARY, AND MULCHED - ,SQL
30' MIN. O zqzq ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VK;OROUS,
a1LTEC 500 STAB17MM FABraC DENSE VEGETATIVE COVER. v �••^'G NS��''V -
�3•.I 1'-0 TIP. 36• C4 DQEMD 1' BLOND TTIEIICH EACH 9DE 10. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION IF THOSE y'`•. c�'�P♦��
SECTION A - A 1-39.15
14 SHOWN ON THIS PLAN ARE NOT EFFECTIVE. ����r`Si 1 TUN ����♦
MIRAFI60OXFILTER FABRIC oao0000000000 0000000000o ELEV.37. NCDENRSHWT;
OR APPROVED EQUAL UNDER o00000o0o0oQo020o0000000000�000000v°oo00000°4°0°o BASIN BOTTOM=39.0 11. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES BEFORE THE
18 THICK CLASS I RIP -RAP
`�` �'•'"TYPICAL CROSS SECTION CONTACTOR �00HD PROJECT IS COMPLETED.
NDTE: FLIER FABRIC AND SIOfE SHALL BE TOED UNM FLARED DID SECTION 8' #57 STONE
SPECIAL INFILTRATION FI LTRATI 0 N SYSTEM PAVED H-20 CULTEC CHAMBER SYSTEM , 2. REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT. ALL
PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE PROJECT CLOSEOUT.
SPECIAL ENERGY D I SS I PATO R � 4
DROP INLET D EfAI L t�o�: �r� c TI1�N � "Pp►Y�I,�{�1.r
WITH VEGETATED FILTER DETAIL NM �I`,. Fvl2_ Hu, WAD �rA& aWNMo
�

t A i Al "-__7 1; ILi ALL ! 3-2.WZA A82 i t x
DI
CE)
MOOM AVERAGE WEDff
40 LB&
PLAN
10.75-
102 I
i.' 1
ifl 1 5'
SECTION D
t
COVER
MMTFR MINIMUM AVERAGE WEKW
, 1 20 LIM 4z.9
MEEIR
PLAN
• is
1'-7 3/ • 9.62r
2.25ILJ
0
575` fi75'
1 `-4 S M375--U::��
0
SECTION A SECTION B
WATER METER BOX
NIS
Em
NaNalw
PLAN
BENDS
SECTION X-X
BENDS do TEES
=J PLAN
TFF�
aBENDS
SIZE
A
I B
45 BENDS
A B
22 1 BENDS TEES RUGS
A 1 B A 1 B 1 C I D
B
16
10
9'
10"
-60
8'
10"
12
10
B"
22-
13'
12'
13
8"
10"
t3'
IV
20'
12'
10261
14
1T
10
13
16"
14
R36'
12
29
2t
16
2t'
11
1fi
18
24
16
14'
35'
24"
19'
24'
12'
2O'
22'
27'
18"
16'
F 38
27
21-
27'
12"
24'
24'
30
20
54'
NOTE- Booed on 1.5 x working pnmn of 100 PSI plus AWWA water Hmww.
AN beoring surfaces to be corned to unasturbed ground.
STANDARD THRUST BLOCK FOR WATER MAINS
NTS
STANDARD WATER VALVE Box
CONCRETE SIDEWALK 4: COVER MARKED C.Q.
I
PIPE ZONE
6' 1 O.D. 1 6-
IN. I IMIN.
PIPE ZONE
6' 1 O.D..D6"
MN.I IIwN
t �.I� All=n=r�=ii- rii.i�=��=n=n•�
311�II�IC\ II�IT�IT�It�IC\
STABLE \STABLE
FOUNDATION FOUNDATION
MATERIAL MATERIAL
PVC PIPE DUCTILE IRON PIPE
PIPE BEDDING DETAILS
WATER
WATER & SANITARY SEWER INTERSECTION
CONCRETE CURES GUTTER
I���;��c������
SEAL CLEAN -OUT J
PVC OR CIP
STACK W/DUCT TAPE
(SEE NOTE 2)
PVC OR CW SEWER MAIN
PLUG W/6' SINGLE TEST
PLUG W/WING NUT
(SEE NOTE 2)
NOTES:
1-SEWER TAPS TO BE PERFORMED BY CITY
6' TAPPING SADDLE
TEE OR M1YE-
WY
CREWS EXCEPT WHEN TEES OR ES ARE
(SEE NOTE 1)
INSTALLED IN NEW MAINS LAID BY THE
CONTRACTOR.
2-THESE ITEMS SHALL BE INSTALLED WHEN
NO HOUSE CONNECTION IS MADE AT C.O.
STANDARD CLEAN -OUT SANITARY SEWER SERVICE
NTS
NOTES: W__e
1. WATER METERS ARE TO BE PROVIDED BY THE CITY WHERE R/W WID
2. ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC
RIGHT-OF-WAYS AND/OR EASEMENTS LARGE CAST RM METER BM
3. WATER METERS SWILL NOT BE LOCATED IN DRIVEWAYS
n °MAX "
Y 1/Y TO BUILDING
TYPE -K- SOFT COPPER TUBMIG IKIELLER H-1422
METER YW W/12 RISER
FORD VF6b-12. VM-12
2" WATER SERVICE TAP AND 2" METER
778"
7 3/16' 1
FINISHED GRADE
4"-46 BEND
18' NIPPLE do
200
NOTE:
1. BOX EQUIVALENT TO
EMS ENTERPRISES
40 PIPE NO. E1B-001
2. STD. WEIGHT 30 1 %.
4" WYEJ
STANDARD CLEANOUT
INN. COVER 3.5'
L 1/4 STEEL L 3/4• TwsADEA
PLACE On (� )
3+rcs
3' R m
ROD REQUIREMENTS
SIZE OF 45 DEGREE BED STATIC THR W IN POUNDS NUMBER OF RODS REQUIRED -
r 4.= 22
e' 7.04 2
12' 17.312 2
16' A779 4
20' 48,001 6
2e 49,252 4
GIWNERAL NOTES:
1. ONCE NSFALLED AND TIGHT. THE SIEEL RODS AND BOLTS SHALL EE CIIITED WITH
2 OOATS OF BITUMINOUS BASE FAINT.
2 OONCAETE SFIALL Ildi OONT/NCT BOLTS OR ENDS OF I�idtANl[/IL JDIIJT BENDS.
3. TYP<K•�AL NON. CLEARANCE BETWEEN CONCRETE AND ENO OF BOLT MUST BE 3•.
4. APPROVED OFF5ET5 CAN BE USED N THS APPLICATION.
STANDARD VERTICAL BEND
NTS
•r� r
i-1 III
TIE BOLTS
HYDRANT LUGS RETAWER CLAMP
JOINT RESTRAINT
HYDRANT TO 1ST FULL JOINT OF PIPE
GALVANIZED ROD
Q/4-
I
TIE BOLTS
JOINT RESTRAINT
HYDRANT TO MAIN TEE
3/4- TIE BOLTS
GUIDELINES FOR
HYDRANT JOINT
RESTRAINT
1. AS REQUIRED
[__T
If 4
•• R •LA9
NTS
NOTE:
THE PAVEMENT REPAIR TO BE DONE
THE SAME DAY AS THE CUT.
MAIN
NTS
2" SF 9.5 A SURFACE COURSE (NCDOT)
MI
I. LOCATION OF VMEELCHAIR RAMPS: GENERAL NOTES
1. IN ACCORDANCE WITH THE RATIFIED HOUSE BILL 1296, ALL STREET CURBS IN NORTH CAROLINA BEING CONSTRUCTED OR RECONSTRUCTED
FOR MAINTENANCE PROCEDURES, TRAFFIC OPERATKNNS. REPAIRS. CORRECTION OF UTILMES OR ALTERED FOR ANY REASON AFTER SEPTEMBER 1.
1973 SHALL PROVIDE WHEELCHAIR RAMIIP% FOR THE PHYSICALLY HMWAPPED AT ALL INTERSECTIONS VNERE BOTH CURB AND GUTTERS AND
SIDEWALKS ARE PROVIDED AND AT OTHER MAJOR POINTS OF PEDESTRIAN FLOW.
2. WHEELCHAIR RAMPS SHOULD BE LOCATED AS INDICATED IN DETAIL DRAWINGS, HOWEVER EXISTING LIGHT POLES. FIRE HYDRANTS, DROP
INLET'S. ETC. MAY AFFECT PLACEMENT.
II. CONSTRUCTION NOTES:
1. NO SLOPE SHALL EXCEED 1--1- (12:1) ON THE RAMP OR
SIDEWALK.
2. IN NO CASE SHALL THE WIDTH OF WHEELCHIR RAMPS BE LESS TWIN 40- (3'-4"). WIDTHS MAY EXCEED 40" IF NECESSARY.
3. USE CUSS -A' CONCRETE WITH THE SURFACE HAVING A ROUGH. NON-SKID TYPE FINISH.
4. 1/20 EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE WHEELCHAIR RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE.
5. CONSTRUCTION METHODS SHILL CONFORM WITH THOSE OF THE GOVERNING BODY WHICH HAS JURISDICTION OF THE PARMUL.AR STREET.
III. ADDITIONAL NOTES:
1. THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE ESTABLISHED BY BISECTING THE INTERSECTK)N RADII WHERE MARKED (SEE NOTE
6).
2. THE WHEELCHAIR RAMP SHALL BE LOCATED SO THAT THE BEGINNING OF THE WHEEL CHAIR RAMP WILL BE TWO FEET FROM THE INSIDE
PEDESTRIAN CROSSWALK LINE.
3. THE WIDTH OF THE PEDESTRIAN CROSSWALK SHALL BE 10 FEET UNLESS A GREATER WIDTH IS REQUIRED TO ACCOMMODATE THE PEDESTRIAN
TRAFFIC.
4. STOP BARS SHALL BE USED WHERE R IS IMPORTANT TO INDICATE THE POINT BEHIND WHICH VEHICLES ARE REQUIRED TO STOP IN
COMPLIANCE WITH A TRAFFIC SIGNAL. STOP SIGN. OR OTHER LEGAL REQUIREMENTS.
5. PARKING SHALL BE ELIMINATED A MINNrNUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
E. ALL PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION. THIS IS AVAILABLE FROM THE SUPERINTENDENT OF DOCUMENTS. U.S GOVERNMENT
PRINTING OFFICE, WASHNGTON. D.C. 20402.
GUIDELINES FOR WHEELCHAIR RAMPS
SD 8-09
GLU PRESSURE ZONE
FLOW PREVENTOR -
3 909
OCOWL MODEL NO. 300-AL
RETE PAD
ROUND
JRFACE
2' WATER
NOTE: TAMPER SWITCHES REQUIRED ON GATE VALVES
DOMESTIC BACKFLOW PREVENTER DETAIL
NTS
BACK -FLOW ASSEMBLY INSTALLATION GUIDELINES
1. THE BACK FLOW ASSEMBLY SHOULD BE AS CLOSE TO THE WATER METER AS POSSIBLE.
IN ALL CASES IT SHALL BE BEFORE THE FIRST WATER SERVICE.
2. THE DOUBLE CHECKVALVE AND REDUCED PRESSURE ASSEMBLIES SHALL BE INSTALLED
AT LEAST 12 INCHESE ABOVE THE FINISH GRADE. FLOOD LEVEL OR FLOOR.
3. PRESSURE VACUUM BREAKER ASSEMBLIES SHALL BE INSTALLED AT LEAST 12 INCHES
ABOVE THE HIGHEST WATER OUTLET. WHEN INSTALLING A PV3 ON AN IRRIGATION SYSTEM
CONSIDER THE PLACEMENT OF SPRINKLER HEADS ON HILLS AND SLOPES. PVB SHALL NOT BE
INSTALLED AT A LOWER LEVEL THAN THE HIGHEST OUTLET.
4. THE MAXIMUM INSTALLATION HEIGHT OF A BACKFLOW ASSEMBLY INDOORS IS THIRTY-SIX
INCHES, OUTDOORS SIXTY INCHES.
5. AN ENCLOSURE SHALL BE PROVIDED THAT PROTECTS THE ASSEMBLY FROM THEFT. VANDALISM.
TAMPERING, WEATHER AND FROST.
6. IN THE FLOOR. UNDERGROUND AND VAULT INSTALLATIONS ARE PROHIBITED.
7. THERE SHALL BE 24 INCHES CLEARANCE ON ALL SIDES OF THE ASSEMBLY.
8. ELECTRICAL EQUIPMENT. OUTLETS AND BREAKER BOXES SHALL NOT BE LOCATED BENEATH
THE ASSEMBLY.
9. ONLY ASSEMBLIES APPROVED BY THE USC FOUNDATION FOR CROSS -CONNECTION CONTROL
OR ASSE SHALL BE ACCEPTED.
10. THE TYPE OF ASSEMBLY SHALL BE APPROPRIATE FOR THE HAZARD AS IDENTIFIED BY THE
CROSS -CONNECTION CONTROL OFFICE.
11. PRIOR TO INSTALLING ASSEMBLIES INDOORS IT IS RECOMMENDED THAT THE CROSS-CONNECTiON
CONTROL OFFICE BE CONTACTED FOR ADDITIONAL INFORMATION.
12, WATER METERS WILL NOT BE SET UNTIL THE CITY HAS INSPECTED AND APPROVED THE BACK -FLOW
ASSEMBLY AND ITS INSTALLATION.
2-2 1/2- HOSE
4 1 /20 PUMPER CONNECTION
FACE TO CENTER LINE
OF STREET
Cl VALVE BOX
GATE VALVE MIN. SIZE Go
TURN RIGHT TO OPEN -
0
1 HYDRW HAVE BREAK
SECTION OR
REMOVABLE
BARREL
I BURY LINE FLUSH WITH
FINISH GRADE
DRAIN
NOTE:
CO 41-SEE JOINT RESTRAINT DETAIL 115 X 1 ■PIX 6-
2-DUCTILE IRON PIPE KYDRANTS SHALL BE-
REQUIRED ON ALL HYDRANT MUELLER CENTURION
BRANCH LINES
GUIDELINES FOR STANDARD HYDRANT
NTS
1 /2' EXPANSION JOkN _4-112" EXPANSION JOINT
BACK OF
SIDEWALK
3'
,-
4._ .
V
.1
VAR
CUR
L
RASS STRI
EAL
�E
TEE NOTE 2
RB
SLOPE NOT TO
EXCEED 12:1
PLAN VIEW WHEELCHAIR RAMP
SEE N
VAI
a
OF CURB
TYPICAL LOCATION OF WHEELCHAIR RAMPS, PEDESTRIAN
CROSS WALKS do STOP BARS FOR TEE INTERSECTION
SD 8-11
CASTING FLANGE
EXTENSION OR STAND(
2' ASPHALT
4" 815E _ y • ,�
HFAW DUTY LID
CASTING
MORTAR OVER FLANGE
1• MORTAR
2- STANDARD BRICK
2- MORTAR
NOTES:
*THIS INSTALLATION REWIRED AN•IEN VALVE BOXES AND CLEAN -OUTS
ARE LOCATED IN PRESENT OR FUTURE PAVED AREAS.
'PRIOR TO SETTING CASTINGS, NEW NNSTALLATIONS Al REQURE
95% COMPACTION OR BACKFk.L IN 6' LIFTS.
VALVE BOX AND CLEAN -OUT CASTING BASES
0
❑ ❑ D
WATER
V ❑ ❑ ❑
A A
PLAN
6.688- :
0.5'
0
in 0.125
J.75*
0.062'
4.75" D.5'
SECTION "A -A"
GRE WVC 6HD CAST IRON OR EQUAL
HEAVY DUTY VALVE BOX LID
NTS (TRAFFIC ARC)
❑❑❑
WATER
❑ ❑ ❑
A A
PLAN
7 "
0.5" "' Dia 0.5- 0.687'
6.875
0
N
Ln
I
o.s" o
0.50
o
OD SECTION "A -A"
7.25'
7.
5"
MINIMUM WEIGHTS
11.875'
IJILOP
10 LOS.
11.875'
BOX 40 LBS_
BOX
EXTENSION EXTENSION 40 LOS.
NOTE:
1. VALVE BOX LID NOT FOR USE IN ROADWAY
LOCATIONS. HEAVY DUTY LID REQUIRED.
2. CASTINGS LOCATED OUTSIDE PAVED AREAS
SHALL HAVE A 2' X 2' X 6" CONCRETE
COLLAR.
WATER VALVE CASTING FOR
NON -TRAFFIC AREAS.
NTS
SIDEWALK 1/4" PER 1' STANDARD 2' CURB AND
0'-4" GUTTER WITH 1 1 /4- R
1 /2" EXPANSION JOIN
SECTION A -A
EWALK 4'-0" 3'- " 4'- BACK OF SIDTOP OF CURB
VAR SLOPES NOT TO EXCEED 12:1
12: UTTER LINE
DEPRESSED CURB
ITS OF WHEELCHAIR
SECTION B-8
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