SW8051127_APPROVED PLANS_20051215

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

LEGEND
E.I. - EXiSRNC IRON
I.S. = IRON SET
%w M tCwt�v RITE MONUMENT
PIP = PO*ER Pole
IX LIP LIGHT POLE
Cloom >_ STORM DRAINAGE STRUCTURE
++w EXIST. STORM DRAIN MANHOLE
DROP INLET
r- -a EXIST, SANITARY SEWER MANHOLE
EXIST, WATERLINE & F/H ASSEMBLY
12"W
EXIST. DRAINAGE PIPE
s -G-i EXIST. GAS LINE
DRAINAGE FLOW
+49.0 INDICATES SPOT ELEVATION
DIEVELOPER: US DO*Wn
5725 Waandw Drive
WIITna4tott, NC 21103
910.7914778
OWNER: John 0. 91r4omon
S3'1 C01190 Road South
W[knktpton, NC 2W$
01110-3-1116
ADDRE88: $21 Coliope Road South
PARCEL ID: ROSSI5difM-DW-000
e �e
O
QfQ
Oe 1 $'5 i�,) CURVE RADIUS CHORD BEARING CHORD LENGTH TANGENT ARC LENGTH }\ V P
J AA. SNEEDEN CORP. ���E� $ p O E� "�g " ! � - R Ci 5811.8E N 241D843 £ 350.30 175.,23
�-� !;• 61` R05515-004-003--000 ��><� 56-&6 5?, - �p�Z9 �� 39 ONE SIGNIFICANT TREE ON SITE. `- -3�� ZONED 1 `B
1�1�` 36 RNA �6 - _ 1� J-- -� �- REGULATED TREES TO BE REMOVED ARE FOR EsNTIAI!--
R�� 39 1�J _ ____ -- -- OF�OQS
- --. .
SITE IMPROVEMENTS. NO REGULATED TREES ARE LOCxt'CED SSMH �-�- --�- -��"� 11.1`�' �
_.. DRAIN ���� \� 1� O �t b-k 'SEE BLOC -PLANS IN r_XeES5 PARKING AREAS. RiM igloo NOTKI NO wK(t�i.i1.ATECi WETLMNON ON THIS OITK,
iNV 32.33
c,5�' bf�• �1 .1 � STORM R 5 REMOVE PORTION CAMA LAND USE CLASSIFICATION: "DEVELOPED"
\�1 INV 32, 28
51 � � \� 1� OF EXISTING EUILDIN EDGE OF PAVEMENT NNECT TO EXIST. j
1C1� T ER� L P BACK OF CURB Q �- 8" VALVE S 05'40" 14 7' �Q 1�� ROL� 1
e z F1H L -P - -�'-�_ O �P� e , CABLE---�,\ - - L�p` cooRD.w CITY �G ( _ 1
RGGQ L 1P „`,--' 1 10 LANE? NG BET EEN LO QV� L 1p TV Big- - 58'02'28'" F 600�U�� L ��H d - `
r EX. RE$Af END C&G AT FENCE
+ L + 10 LANDSCAPING BETWEEN LOTS
0g 2� R rELE. ,��
5� rk09 rL� PED. oQ L \P o , + 1.0 4o.9t 3+ 42.3
y 350ef 65 SEMI TRUCK LOADING SPACE FI 1
1`}, 4jA• �� N 1 o MANEUVCRING ONE 12�)( s3r�� CONNECTION 29'� eanauts \ c9 r� a ---- <0.3% <41.5> 0.3%> 6"PACK-FLOW 0 6" a a 'u
S` �, o LIMIT POR +40.5 WAY �j-� ONE 9 ICE N tl as F--� �iP
1 �J « 1 + B�Mi-TRUCK 21'PReVENTER 41 5 PREVENTER 2„ AT R SERVICE WAY DRIVE sewer rote a re u're a Oa P1�C1 �n �'
4o,D 6„ NRE SERVICE CO / + I
1 PAV�REA KING <3:a.la> ;;:[=
5 � �
U m +
Y L +39. +
N C�
e +3 $ 1
1 cal tL
5 t
�cNIle-
'
R-25 FC
EXISTING FF= 41.5 (SEE NOTES)
JOHN 0, STEVENSON
R05515- 004-004- 000
DB. 1751 PG. 764
ZONED "RB"
207533.31 SO. FT.
4.764 ACRES
' z75af x 52017.71 SO. FT. <
❑❑ 2 It,, 1.194 ACRES �,
o k39' +� , a ° % ko.JZONED RB LOC 11 Q ZONED RB-CD V' o U.
* 39.s kao SEE BLDG.PLANS RECEPTION _
+ 1 s1 1N 435sf +40.2 +40.2 +40.5 w �� kl. + 40.8 o gi O N
f sY 24.0� * ` , a 2'IBACK-FLO o°' 41.0; + + �'
FIRE' SPRINKLE 41'B+ 1
SYSTEM RISER SEE BLQG. LAMS PR T "DOMESTIC
OJEC ARCHITECT: I WATER METER 3J I % FENCED -IN 1 eND OF EXISTING Michael R. McLeod Architect, PA a YARD LE RELOCATE As
IrBUILDING � I TRUCK NECESSARY f
13A Hampstead Village " ACCESS �� 1P i
FF = OILS (SEE NOTES) Hampstead, NCZ$443�', a 1� LAW 1
MODIFIED & EXPANDED 910-270-9778 NEW { 1
HONDA BUILDING DUMPSTE 4 �, LL
ENCLOSURELL-
ILL-
I / o w
SCREENED a
�_ m CD
5010 sf foundation Iandscoping required TO CITY -- '
1200 sf foundation landscapingprovided \ _..-.._ STEVENSON CARS INC.
STANDARDS `.F = R05515-004--005-000
90sf 41. + +41. + 41.5 750ef foundation P AQy 1 W F-
GREASE TRAPS ` dj U
AND PUMPSSMH LIDS NEW
as is.0' 35 TRANSFORMER 4009f
39 7 �CANOPY SERVICE
�n o
0 214.0'
0 24.0'
q.QU��+41.t
dat,at`
E� ��ogt REMOVE
1ntW°� EXISTING
Q
39.4 k3 435sf PREVENTER w Q O
ul
4 1 9 -- �� r 2"DOMESTIC -. o 72 c!1 �� t�i
4a,0+ +40.0 r m WATER MET "� 'a s U
11V - M � r e +k1.0 <
+39 ?XJtJt1D _ a C � FF= 41.5 (SEE NOTES) CL o 1 ,x �-- - .��146LF--� _CCOU
39.0+ 6OLF� W _ _^- l NG !% El
n 40.2 43 �44+ + ati +40.4 43 0,2+ + + +40.2 aeo 40.5 as DETAIL ONE r `�
�, 1� `C �- 1y Dg}�vtt a 01 n 435sf a$ BUILDING t R 0
® T
<39,$> 39.5+ At. S M M �n n M In n�i WAY to Q
0 Ik• L� _ 2" WA R SERVICE «CVVV
(� 260sf Y e`Q 4J� (07j }' 1 O c +41.0 oC QC
�1 'J A y D REMOVE EX15TING -� t� 1 �, -_ - ] OPTION 2
1� ANHFIT OLE + 9.$ 435sf ao x 3s.7 /ImIXTURES
REMOve LIGHT 40.1+ a1 ''� ,40.1 DUMPSTER ENCLOSURE cr0 o a 5250 HEATED SF
TOP-40.0 39.8+
rn 39.9 a ISLANDS SHOWN ro o SEE BLDG.PLANS `�
39.4 435sf REMOVE ISLAND 2 / Z ► •- ( g
i DASHED RELOCATE �F / -1 . * \- E-at.0 {
\Q 'o p EXISTING ELECT I I d� 240 9f taundation landscaping -required ! 41-
150af a / G NEW m FIORI 650 Sf foundation londscapin provided 14 PiN t:
+ / DISPLAY TRANSFORMER 3
INT `x ISLAND + 1 19 LF 4 " 40.5+
' 1 9asf 475sf + 650sf F undation Proposed Retaining Wall Ta = 40.5 =y p
+3g.5 Ff + 39 <39.$> + 9.7 + oar r
a; f 0511 rt 330sif ail �t
2u 550 of foundation Landscaping required v rory' F 4 3 N
Z o y\fin 565 of foundation landscaping provided t,t 2 40.0+
Q ¢ D CL
` 4' -_'5 ���2\ 40.3+ 40 $ Z 4 24 24 lig
.5+ o
�4, � o EXISTING FF= 41 0 (SEE NOTES p � csa .-- - - ? w
12 +39.0 E ( c9 _J p cy } 1 '
r EXISTING 00ACURA
pp O + }g 0' ar.Of o 40.3 24.0 18.0 D"__24 -- 1$ 0 - - - _ - JJJ qq I I 3 343 st O
- a
G 16 0 BUILDING 40.a + r y ly 3g 36.2 363 _ w a to
U � ] o Ci\ ADJU5-f AS --
m \ONECEsswy to 0' 39 ut-off wall o u a
z ¢� i G o 24' (� 40 __ ~ 040
co 0' I CO � �� 41 3635
,a 9 550 of fc,:.:ndation landscaping required c� +39,9 alp
0
U tk + r + 39.9 � �,n 550 of foundation landscaping provided n 34 ° on
L, t
` 3 39.D w 39.5 +40.0 435sf t, 40 ;. + � q 33 n l s,
I p o �h 40.2 40,4+ + 'n +40,4 0.? f + 32 } u
\P :. k 39.5 +40.0 435sf \ ,n Ci C10 ® + ai 435sf a; °at° a 435sf N 435sf X 31 v a 1 �
+ o+ 40.4 C10 550sf ANDAPUMP TRAPS +40.2 r7 4o,5t y� 0.5+ D 29 30 0 n y
Z Gil aQ. + a, SSMH LIDS
C a+ + R-25'FC (TYP) x.50MM t40,0 R-25'FC TYP p 1 g Alt tin
(n �1 v "" 5 10480sf interior landscaping required (8% of 131000sf) 11 -- _ M 0 AL 4a 14
35,92 !8" RCP
){1`t
10960sf interior landscaping provided \ 7+,� a9.a> 197LF 1Q INV.INVa�.86 ts" RCP 206LF� \ - v �'y'a_
v +3 -FiroRM DRArN PIPE = r
N„ VAN ACCESSABLE MANHOLE E)(, 18 ADJUST 39.E i I- p
TOP=39.7 +39.9 39,6+ 'k MANHOLE - /� OPA
yQ 39.6 ?S� 7pP-39,6 39.7V i SLIDI _
G\j11 E \p 'Q o _ ._ _� GA--
Q je 1. 150sf Z f- n 12 r` ti INT S o % r rj 4 1.4 0
\ S ri ai m INT EX ExQ 150sf v 200sF iN7 -A NT
1G n t50sf JSY EX
+ 34.9 FIT 39.
re +40,2 +40.2 0.2t MANHOLE + 40.5t +40. 46.2+ r 40.3 40.3 41.
4 PStreetyard Line cn 14855fSY �TOP-40.5 �SY 'o, 509fSY 24.0 - - -- - - T3$5sTSYP L1P - -
--
EXISTING 8"GV
- SIDEWALK CITY DRIVE N 58'O4'11 " 59 EXISTING
BACK OF CURB Q IQ 13'TAPER CITY DRIVEQ ! 8ACF CURB 13'TAI
CURB INLET CURB INLET DROP INLET !
31, G+�INV. 35.48 12" RCP iRIV 35, 4 T2" RCP r�RIMr. 38,3 18" RCP EXISTING DRIVE TO BE 157'-7"
WILSHIRE ,I,aaQ�S� 00 INV. 35.21 24w RCP f iNV.. 35.55 12" RCP iNV. 35.27 18" RCP RECONTRUCTED AS PART OF THIS PROJECT
26VOW
D �,1N iNV, fa RCP
eouLEVARo
5 �1E \ �- `- _� 60' RIGHT OF WAY /
- �_
60' (PUBLIC) RIGHT OF WAY
?I v L
?EVISED 11-09-05 AS PER CITY COMMENTS
STANDARD NOTES:
1. information concerning underground utilities was obtained from
ovadabM records. It shall be the responsibility of the
Contractor to determine the exact elevations and lacotions
of all existing utilities at all crossings prior to
commenting french excavation. If actual clearances ore less
than indicated an Plan, the Contractor shall contact the
Design Engineer before proceeding with construction.
Any condition discovered of existing that would necessitate
a modification of these plans shall be brought to the attention
of the Design Engineer before proceeding with Construction.
2. NO CONS7RUC770N iS TO BEGIN BEFORE LOCATION OF EXISTING
U77LI71ES HAS BEEN DETERMINED. CALL INC ONE -CALL" AT LEAST
48 HOURS IEFOR£ COMMENCING CONSTRUCTION,
A All trees which are not required to be cleared for
constuctfon shod be preserved wherever possble unless
otherwise dk-ecf&&
4. Contractor shall adjust all monholaA valve and curb boxes to the
final grade upon completion of all construction. Any boxes
damaged or otherwise disturbed by the Contractor shall be
repaired at the expense of the Contractor.
A The Contractor is responsible for controlling dust and erosion
during construction at his expense Parking areas shall be watered
to control dust when ordered by the Engineer.
6. No geotechnicaf testing has been performed on site. No warranty
Is mode for suitability of subgrode, and undercut and any required
rsplacement with suitable material shall be the responsibility
of the contractor.
7. Extreme care shad be taken to ensure mininmum separations at all
utillty crossings•
8. Contractor to ensure that pavement Is placed so as to drain
positively to the street and parking lot inlets and catch basins. Ali roof
dram downspouts to be dkocted to the storm sewer system,
9. Contractor is responsible for obtaining all required permits.
1D. This plan is for site grading, utilities, siting, and drainage only.
See building plans for details on utilities hookups to buildings, etc.
It. Contractor and Builder are responsible for coordinating Finished Floor
Elevation of oil buildings with the Owner and the Architect.
12. Affected Non -Municipal Utilities shad be contacted and provided with plans
and other pertinent Information, when feoskle, to coordinate appropriate
scheduling and plocement. At the minimum this should include BellSouth
and LP*L.
CURB 'N-___Er- WILSHIRE BOULEVARD
ZONED RB INV, 36,12 12" RCP �`----�.�
INV 36.26 12" RCP -- -
RIGHT OF WAY
MONUMENT PLANS and PROFILES of
l e � 6. MINIMUM SEPARATION SHALL BE MAINTAINED AS FOLLOWS:
` a. HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWER AND
1 WATER MAIN&
�e b. WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY
Q SEWER AND WATER OR WHERE SEWER LINE CROSSES ABOVE WATER
MAIN, BOTH PIPES SHALL SE DUCTILE IRON PIPE FOR A MINIMUM S SON
GENERAL NOTES: OF 10' EITHER S)OE OF CROSSING.
c. WHERE VERTICAL CLEARANCE IS LESS THAN 12" BETWEEN SANITARY �� r
1• ALL CONSTRUCTION TO CONFORM TO CITY OF ftiONGTON STANDARDS SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON U
APPLICABLE STATE & LOCAL CODES, POPE FOR A MiNIMUM OF 10' EITHER SIDE OF CROSSING.
2. CONTRACTOR TO COORDINATE ANY REQUIR£rP, TRAFFIC CONTROL WITH d. WHERE VERTICAL CLEARANCE IS LESS THAN 12" BETWWEEN WATER
THE CITY OF WILMNVCTON. MAIN AND STORM DRAIN, WATER MAIN SHAM BE DUCTILE IRON
3. CARE SMALL 9E TAKEN DURING FINAL Gf7A01NC TO ENSURE P08171VE PIPE FOR A MfNlMUM OF 10' EITHER SiDE OF CROSSING.
DRAINAGE AWAY FROM SOLDWGS AND TO RECEIVING STRUCTURES.
4. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS, Z SEE DETAIL SHEETS FOR TYPICAL UTILITIES HOOKUPS.
RE -ALIGNMENTS, DISCONNECTIONS OR CONNtC170NS OF EXISTING 8, ALL SANITARY SEWER MAINS TO BE 8' UNLESS OTHERWISE INDICATED.
UTILITIES WITH APPLICABLE AUTHORITIES. 9, ALL WATER MAINS TO BE s UNLESS OTHERWISE INDICATED. ACURA ADDITION
5, CLEARING AND GRUBBING OF SiTE TO INCLUDE REMOVAL OF EXISTING 70. TWO VALVES ARE REQUIRED AT "T- INTERSECTIONS AND ONE VALVE ON
CURB ASPHALT INLETS AND ANY OTHER STRUCTURES INCLUDING TREES THE WATER LiNE TO FIRE HYDRANTS.
.... I
MASO
WALL
STUMPS AND DEBRIS EXfS1_1NG ON SiTE. TREES NOT REQUIRED TO BE it. A BLOW -OFF VALVE fS REQUIREO AT THE TERMINUS OF ALL "DEAD END' LOCATED IN THE CiTY OF WILMINGTON NOTES:
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED. WATER LINES.
1 THIS PLAT IS PRELIMINARY NOT INTENDED FOR
MORE GENERAL NOTEM
1. This map is not for conveyance, recordation, - sole&
2. This property is not located within a special flood
hozord area according to Flood insurance Rote Map Community
Panel 1370171-0005C, effective date Nover,.Der 4, 1987,
3. Site area. 5,958 acres
4. Building layout and dimensions by Michael R. McLeod Architect, PA.
5. This property Is zoned City of Wilmington R6 and RB-CD. BufJding
setbacks are as follows: 25' from Right -of -Way (Front & Corner)
0' from Interior Side
15' from Rear
6. Handicap Romps provided at all intersections and one per building.
7. 15 suitable trees per ocre ore to be preserved or planted
in accordance with City of Wilmington standards.
8. Parking areas and streets to be lighted in accordance with
City of Wilmington standards.
9. Refuse collection by dumpster and private hauler.
10. 242 total parking spaces provided.
11. NO CONSTRUCTION 15 TO BEGIN BEFORE LDCA 710N OF EXISTING
UTIU17ES HAS BEEN DETERMINED. CALL 'NC ONE -CALL" AT LEAST
48 HOURS BEFORE COMMENCING CONSTRUCTION. 1-800-632-4949
lZ Affected Nan -Municipal Utilities shoo be contacted and provided with plans
and other pertinent information, when feasible, to coordinate appropriate
scheduling and plocement. At the minimum this should include BellSouth
and CP&L.
CITY STANDARD NOTES:
1. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACUOTY, TREE PROTECTION
FENCING KILL BE INSTALLED AROUND PROTECTED TREES OR CROVES 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) IN AREAS
OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC
CONTROL DEVICES) STANDARDS.
5, CONTACT TOM PLATT Wi7H TRAFFIC ENGINEERING AT 341-788B TO ENSURE THAT ALL
TRAFFIC SIGNAL FACILITIES AND EQUIPMENT ARE SHOWN ON THE PLAN. CALL TRAFFIC
ENGINEERING AT 341-7888 FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION W THE
RIGHT-OF-WAY.
6, ANY BROKEN OR MISSING SIDEWALK PANELS OR CURBING IWLL BE REPLACED.
Z CONTACT KAREN DIXON AT 341-7888 TO DISCUSS STREET LIGHTING OPTIONS,
8. PROXCT SHALL COMPLY IMTH CITY OF IMLMINGTON CROSS CONNECTION CONTROL
REQUIREMENTS, WATER METERS CANNOT BE RELEASED UNTIL ALL REQUIREMENTS
ARE MET AND THE STATE HAS OVEN THEIR FINAL APPROVAL. CALL 343-3910 FOR
INFORMA T70N.
9. IF THE CONTRACTOR DESIRES CITY WATER FOR CONSTRUCTION HE SHALL APPLY IN
ADVANCE FOR THiS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ)
BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
10, ANY IRRfGATION SYSTEM SUPPLIED BY CiTY WATER SHALL COMPLY WITH THE CITY'S
CROSS CONNECTION CONTROL REGULATIONS. CALL 343-3910 FOR INFORMATION.
if. ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CITY WILL NEED TO BE ON
THE LIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE.
WILMINGTON TOWNSHIP
NEW HANOVER COUNTY
NORTH CAROLINA
SCALE. • 1"- 30'
DA TE: 20 OCTOBER 2005
INDEX TO DRA WINGS
SHEET NO.
DESCRIPTION
DRAWING No.
1 OF 5
COVER SHEET, CRADING, and UTILITIES PLAN
11032--P1
2 OF 5
PROFILES, NOTES, and DETAILS
11032-P2
3 OF 5
f GRADING, EROSION CONTROL & WATER QUALITY
11032-P3
4 OF 5
EROSION CONTROL SPECIFICATIONS and DETAILS
11032-P4
5 OF 5
STANDARD DETAILS SHEET
11032-P5
BENCHMARK LOCATIONS AND ELEVATIONS
LOCATION:
ELEVA TION
1
TOP OF FIRE HYDRANT
SE CORNER WILSHIRE & COLLEGE
42.58
RECORDATION, SALES, OR CONVEYANCE,
2. SURVEYED IN 2004.
3. ALL DISTANCES AS SHOWN ARE HORIZONTAL.
4. SEWER PROVIDED BY CITY OF WILMINGTON,
5. WATER PROVIDED BY CITY.
ANTICIPATED ADDITIONAL USE = 1500 GPD.
6. SITE WILL MEET ALL ZONING REQUIREMENTS,
7, AREA COMPUTED SY COORDINATE METHOD.
8. REGULATED TREES ON SITE TO BE PRESERVED AS SHOWN,
9. STRIPING AND LANES TO CITY STANDARDS (THERMOPLASTIC),
W. NO VEHICULAR ACCESS TO SITE EXCEPT AS SHOWN.
11. ALL UTILITIES UNDERGROUND.
12, COMBINED GRID FACTOR - 1,00000.
13, FOR REFERENCE SEE DB 1751 PG 764 AND MB 16 PG 5.
14. ONE SIGNIFICANT TREE ON SITE, TO BE PRESERVED,
15. REGULATED TREES TO BE REMOVED ARE FOR ESSENTIAL
SITE IMPROVEMENTS. NO REGULATED TREES ARE LOCATED
IN EXCESS PARKING AREAS.
16. LANDSCAPING PLAN 8Y OTHERS.
17. CONTRACTOR TO COORDINATE STAGING OF CONSTRUCTION
ACTIVITIES WITH THE OWNER AND ACHITECT TO FACILITATE
ONGOING BUSINESS OPERATIONS.
18. CONTRACTOR TO COORDINATE REMOVAL AND RELOCATION
OF LIGHTING AND OTHER NON -MUNICIPAL UTILITIES SUCH
AS ELECTRICAL AND TELEPHONE CONNECTIONS WITH THE
AFFECTED AGENCIES AND THE OWNER AND ARCHITECT.
19. CONTRACTOR TO COORDINATE CONSTRUCTION OF STUCCO
MASONRY WALL, POND RETAINING AND CUT-OFF WALLS
AND EXTERIOR FENCING AND SCREENING WITH THE
OWNER AND ARCHITECT.
20. THIS PLAN IS FOR STATE AND LOCAL, CONSTRUCTION
PERMITTING PURPOSES AND DOES NOT PURPORT TO SHOW
ALL DETAILS, STAGING, AND REQUIRED CONSTRUCTION AND
IMPROVEMENT ACTIVITIES.
CITY DRIVE
'ER
ASSMBL Y.
4
+
O
Wet Detention Pond
li
stl
7700 SF PROVIDED
-
,w
28' HARDWOOD TO BE PRESERVED
7000SY
i!)EWACKT9ly
2455af Streetyard OVERHEAJ
POWERLiNE
EGG
N 58 03'24" W 14Q 99'
STUrmrip-
91Q
ONRY
EP
Z t ZLO..
N .� . �,I��iO'J.'�E}, ENVIRONMENTAL 30 1s o
30
wIA�EI��ENT COMMISSION
U Ui DN OF WATE QUALITY
SCALE IN FEET: I"=
30'
STORM SEVER SYSTEM "Stevenson Honda Add I t I oW ZO N E D R_ 1 V
PIPE and INLET SUMIMARYi
INL. GRATE INV. L D S INL. GRATE INV.
No. -ELEV. -ELEV Ft. in_-_X Noi ELEV. -ELEV_
TO ❑UTFALL No. 1 t
- POND 35.0 30 36 0. 33Z 1 39.5 35.1
1 39. 5 35. 1 85 36 0, 24% 2 39. 5 35.3
2 39.5 35.3 119 36 0. 17Y 3 39.5 35.5
3 39, 5 35.5 102 24 0. 20% 4 39.5 35.7
4 39, 5 35, 7 146 24 0. 21 % 5 39.5 36. 0
5 39.5 36.0 60 18 0. 33X 6 39.0 36.4
2 39. 5 35. 3 63 24 0. 32% 7 39. 5 35, 5
7 39, 5 35. 8 133 16 0, 15% 8 40. 0 36, 0
3 39,5 35.8 59 18 0, 34% 9 39.5 36.0
3 39.5 35.5 86 24 0, 23% 10 39,5 35. 7
10 39.5 35.7 197 24 0, 10% 11 39.5 35.9
11 39.5 35.9 89 12 0, 23Y 12 39.0 36.1
WATER SYSTEMI
8' WATER MAIN 365 LF TO WILSHIRE BLVD,
- 365 LF TOTAL
r ! i 'IT RTE f7
'K
T
O
wV
H
� � �
�LSyl1pE
�
tisJ
�N
0
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OLE'`wpER
US RTE- 76
X
LOCATION
w
I& NOT TO SCALE
r Cover Wiest, Site Plan, and Utilities do Grading
Stevenson Honda and Acura Addition
LOCATED IN THE CITY OF MLMiNGTON
NEW HANOVER COUNTY, NORTH CAROLINA
♦:,�qLyi, CARaI%aA/�
AP,
w
SE AL
r
i 20007
�
dhollis 0 hdsilmxom
OWNER: JOHN 0. S TE VENSON
821 SOUTH COLLEGE ROAD
WILMINGTON. NC 910-395-1176
HANOVER DESIGN SERVICES, P.A.
LAND SURVEYORS, ENGINEERS & LAND PLANNERS
Y' 319 WALNUT STREET
WILMINGTON, N.C. 28401
PHONE: (910) 343-BG02
Dale:
10-20-05
Scale:
1 "= ,30'
Drovm:
DSH
Checked:
GA W
Project Na:
1103a pi
I Sheet No:
1
Of
11032-PI Model (1): 15:34:25 11/09/2005
Stevensan.pdf: 11:37:14 11/18/2005
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1+160
2-+100
2+140
2
80 3120
3-+60
4-+00
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40 4-180
5-+20
5-+60
NOTE: CONTRACTOR TO ENSURE THAT
PARKING LOT PAVEMENT & CURBING IS PLACED
SO AS TO DRAIN POSITIVELY TO CURB
AND GRATE INLETS AND DRAINAGE STRUCTURES.
CURB INLET BOXES AND STORM MANHOLES TO
BE SIZED AS NECESSARY TO ACCOMODATE
OVERSIZE PIPES.
STORM SEWER (Outlet Structure -Existing)
CONVERT GRATE TO MH L
D
L
------
ADJUST MA I 4 HOLE- R4164-
AS NECESS�I,RY.
OS
--- -[E3]
EXISTING
GRADE
---- --
CONVEFff -GR
ATE -TO- MR t
- -----
1<
ADJUST MANHOLE
RIM
PROPOSED
ADJUST-
6 AS NECESSARY,
VIANHOLE-RIM
KS_NECIESSARY.
PROPOSED_...
------
GRADE
-0
WSE7L
36�2-
EXISTING
18"RCP
EXISTING 1
ENISTING
24*Re
PROPOSE
8" MA___._.
MAINTAIN
.. OR -USE
DIP. -SU--
-- ------ _­._­___
- -------
3R
NOTES 04
COVER SHEET.
LJ
- ---------
-- --- -
Oil
w w
EXISTING
STORM
SEWER
-
- ----------
-
- --- -
TO
REMAIN UNDISTURBEC
VJ
U1
Ln
CN
C"I
0.
Go
12
6
0
01
001
cri
to
oi
oil
C6
2'MJXMJ
4700 SERIES 2"CORP,
GATE VALVE
STOP - IRON PIPE
VALVE X
NTH 2"SQUARE
THREADED INLET
-
NUT OPENS
P COMPRESSION
WITH IP COMPRESSION
Riak
T_
OUTLET
0 T E
U L
NOTE: MJ PLUG TO BE RESTRAIN
PLUG To BE REST
RESTRAINED
RESTRAINT JOINT GLAND
SEE VALVE BOX
800Y WITH DUCTILE IRON
CASTING BASE
SCREWS. BREAK -AWAY HEAD
DETAILS, ABOVE
C _
TO ENSURE PROPER TORQUE
8"MJ CAP TAPPED 2*
4
PVC OR U;1P PIPE
t
2"PVC CL200
j. ,
CONC.BLOCKING
STD.B'MJ1 GASKET
16"LONG MAX, 2*01A.
BRASS PIPE SCHDAO
PLAIN END
8" TO 2" WATERLINE
CONNECTION ASSEMBLY
WRNTAPP w
Nle
TES:
1. WATER METERS ARE TO BE PROVIDED BY THE CITY
2. ALL WATER METERS MUST BE LOCATED WITHIN PUBLIC
RIGHT-OF-WAYS AND/OR EASEMENTS
3. WATER METERS SHALL NOT BE LOCATED IN DRIVEWAYS
8,-0"
MAX
MIN METER YOKE W/12 RISER
WATER METER CONNECTIONS
TO BE COORDINATED WITH
TYPE *K* SOFT COPPER TUBING CITY PERSONNEL
2" WATER SERVICE
NTB
80"
STORM SEWER
(9-12)
-----
------ --- -----
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9
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11
12
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oil
....... XISTIPIG_
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-------
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oil
......
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rn
40
0
11
GRADE
Oil
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- I
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of 24"RCP
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32
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28
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6
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6
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I't
� I
METERS AND GATE
130X / VAULT
P :PE
G A.
LENGTH 1
WIDTH
1 HCR T
PIPE
CIA.
LENGTH
E
WIDTH
F
HEIGHT1
WEIGHT
aE
213-3j /4
L-?j
36
24
30
82
3.
1
_
7-1
5L_�I
15-3
3/4
+
45
30
36
11
_4�
38 110-5/8
118-1/4
4-
48
30
361
7?
6'
45 1
11
123-1/S
V
60
36
1 48 1
180
TOP NEW - COMPOUND METERS WITH BYPASS
D
OPTIONAL
Hl­K
-INSIDE
BYPASS
E
VAULT
CURED
11
11
PF 19 11
wl1U_L
I I "
11111
lw�
IOP
-OUTSIDETIONAL
BYPASS
TLARGE
METER BOX
AND VALVE BOX
METER
WITH BYPASS
I
BOX / VAULT
PIPE
DIA.
A
LENGTH
B
I WIDTH
C
I HEIGHTIDIA.
PIPE
� 0
LENGTH
E
I WIDTH
F
I HEIGHT1
WEIGHT
2"
42�Z/e
171/41]Lz
2'
§Q
36
24
180
3'
55
20
15_3�
1 3'
1 72
1 48
1 36
177
64
24
115-1/4
1 4-
1 72
1 48
1 36
177
77-1/2
1 30
123-1/8
1 6'
1 96
1 48
1 36
233
ALL METERS MUST COME EQUIPPED WITH APPROVED TOUCH -READ REGISTER AND PAD.
COMPOUND METER DETAILS,
( TUTS
DIMENSIONS
E
A
B
C
D:P.
LENGTH
WIDTH
WIDTH
`HT 'C
51-3/4
12
4
2 5
-1"
3-55-1/2
14
36NO
V
64-1/2
15
585
6"
77
15
6
goo
2"DETAIL
COMPONENT IDENTIFICATION:
1.
COMPOUND METER
2.
COUPLING
3.
ADAPTER
4.
GATE VALVE
5.
SPOOL
S.
GATE VALVE
7,
MAINLINE BOLTS
B.
MAINLINE NUTS
9.
10
REDUCING TEE
90* ELL
BOW
11, 90* STREET ELBOW
INSTALLATION MUST BE RESTRAINED 12. BYPASS PIPE
TO RESIST AXIAL FORCEp, DUE TO A ALSjOoL
INTERNAL PRESSURE LOW. 14': 2-ADASkVR
DIMENSIONS IN INCHES
CITY METER DETAILS
NTS
STORM SEWER (2-8)
Xn PROPOSE C Of K)
(�11GRADE ICD II
__ E63U-of 21 -133L.
0 0.32X_7nRCp__
------- MAINTATICLEARANCE
r�
C
MINIMUM AVERAGE WEIGHT
C 41t) LOS
Km
V-A I il. 0 . -10 3 4�'
0' - 0 1/
0 1/2-
0'-5 3/4- W-5 3/4'
WCTON C 01--1 1/2-0
V-RIBS a
--9 5/8
COD
ER
AVERAGE WEIGHT
WATER A 20 1115.
11
0 ' METIER I - Of 3,144:
) 0'-0 7/8- 0 1/4. 3/4'
1'-7 3/8' 0'-0 3/8' TIM g
0'-2 1/4'
0'-1 '/4.
V-5 3/4- ,'-5 5/8 a'-5 3/4'
SECTION A WATER METER BOX
=13
/ W �GR,
- _T__­_'___'__­_' 111 __ ___
V&
STORM SEVER SYSTEM 'Stewnwn mkm Add 111 on'
PIPE and
INLET S~Ys
INL.
GRATE
INV.
L
D
S
INL. GRATE
INV.
No.
ELEV.
ELEV. F1.
in.
%
No. ELEV.
ELEV.
TO OLITFALL
No.
1:
-
POND
35.0
30
36
0. 337
1 39.5
35.1
1
39.5
35.1
85
36
0.247
2 39.5
35.3
2
39.5
35.3
119
36
0. 17Y
3 39.5
35.5
3
39.5
35.5
102
24
0.207
4 39.5
35.7
4
39.5
35.7
146
24
0.21%
5 39.5
36.0
5
39.5
36.0
60
18
0.33%
6 39.0
36.4
2
39.5
35,3
63
24
0.32%
7 39.5
35.5
7
39.5
35.8
133
18
0.15%
8 40.0
36.0
3
39,5
35.8
59
18
0.34%
9 39.5
36.0
3
39.5
35.5
86
24
0. 23%
10 39. 5
35.7
10
39.5
35.7
197
24
0.10%
11 39.5
35.9
11
39.5
35.9
89
12
0.23%
12 39.0
36, 1
8' VATER N 365 LF TO WILSHIRE
365 LF TOTAL
Profiles and Additional Details
Stevenson Honda and Acura Addition
LOCATED IN THE CITY OF MLMINCTON
NEW HANOVER COUNTY, NORTH CAROLINA
rDt�w
10-20-05
Scole:
I I'= 40,
Dro.n:
DBB
OWAG&
DSH
ProjKk No:
11032-p2
ri;lt No:
2
Of. 5
11032-p2 Model. (1)z 08:29oS7 110/20/Z005
Stevensan.pdf: 11:36:46 1IMS/2005

11032-0 Modal (1): 16:09:04 11/09/2005
Stevenaon.pdf: 11:36:18 11/16/2005

Construction Rood Stabilization__
Specification / 6.50 - Construction Specifications
1. Clear roadbed and parking areas of all vegetation, roots and other
objectionable material.
2. Ensue* that road construction follows the natural contours of the terrain if
It fa possible.
3. Locate parking areas on naturally fiat areas if they are available. Keep
Wades sufficient for drainage but generally not more than 2 to 3X
4. Provide surface drainage, and divert excess runoff to stable arms by using
water ban or turnouts (References: Runoff Control Measures),
5. Keep cuts and flits at 20 or Ratter for safety and stability and to
facilitate establishment of vegetation and maintenance,
6. Spread a 6-inch course of "ABC" crushed stone evenly over the full width o1
the road and smooth to avoid depressions.
7, where seepage areas or seasonally wet areas must be crossed. Install
subsurface drains of geotoxebs fabric cloth before placing the crusted stand
(Practice 6.81. Subsurfoce Drain),
B. Vegetate all roadside ditches, cuts, fills and other disturbed arms or
otherwise appropriately stablllze.as soon as grading Is complete (References:
8wrfeas Stsiflllsotlen),
9, Provide appropriate sediment control measures to prevent off -site
sedimentation.
Maintenance
Inspect construction roads and parking areas periodically for condition of
surface. Topdress with new gravel as needed. Check road ditches and other
seeded areas for erosion and sedimentation after runoff -producing rains.
Maintain all vogatation In a healthy, vigorous condition. Sediment -producing
areas should be treated immediately,
Qroval Construction Entrance/Lisit
DESpecifk:otion r 6.06 - Construction Specifications
I. Clear the entrance and exit area of all vegetation, roots and other
objectionable material and property grade 11.
2. Place the gravel 10 the specific grade and dimensions shown an the plans and
smooth It.
3. Provide drainage to carry water to a sediment trap or other suitable outlet.
4. Use gmtextile fabrics because they improve stability of the foundation In
locations subject to seepage or high water table.
Maintenance
Maintain the gravel pad in a condition to prevent mud or sediment from leaving
the construction site. This may require periodic topdressing with 2-Inch stone.
After each rainfall, Inspect any structure used to trap sediment and clean It
out an necessary. Immediately remove all objectionable materials spilled,
woshed, or tracked onto public roadway@.
Specification / 6.10 - Specifications
Complete grading before preparing seedbeds and Install all necessary erosion
control practices, such as dikes, waterways and basins. Minimize steep slopes
because they make seedbed preparation difficult and Increase the erosion hazard.
if soils become compacted during grading, loosen them to a depth of 6-8 Inches
using a ripper, harrow, or chime plow.
Seedbed Preparation
Good Seedbed preparation Is esa@Mloi to successful plant establishment. A good
seedbed Is well -pulverized, boss and uniform. where hydroseeding methods ore
U@ad, the surface may be left with a more Irregular surface of large clods and
stones.
Liming - Apply lime according to soil test recommendations. If the pH (acidity)
of the soil is not known, an application of ground agricultural limestone at the
rate of 1 to 1 1/2 tons/acre an coarse -textured mils and 2-3 tons/acres on
fine -textured soils is usually sufficient. Apply limestone uniformly and
Incorporate Into the top 4-6 Inches of sail. Soils with a pH of 5 or higher
need not be limed.
Fertilizer- Base application rotes an soil tests. When these ore not possible.
apply a 10-10-10 geode fertilizer at 700-I,000 lb./acre. Both fertilizer and
lime should be incorporated into the top 4-6 Inches of soil. If a hydraulic
seeder is used, do not mix seed and fertilizer more than 30 minutes before
application.
Surface roughening- If recent tillage operations have resulted In a loose
surface, additional roughening may not be required except to break up large
cods. If rainfall causes the surface to become seoled or crusted, loosen It
just prior to seeding by disking, raking, harrowing, or other suitable methods.
Groove or furrow slopes steeper than 3:1 on the contour before seeding (Practice
6:03, Surface Roughening).
Plant Selection
Select an appropriate species or species mixture from Table 6.10a, for seeding
In late winter and early spring. Table 6.10b for summer, and Table 6.10c for
fall,
Seeding
Evenly apply seed using a cyclone seeder (broadcast), drill, cultipacker seeder,
or hydroNeder, Use, Seeding rate$ given in TOW* 6.100-6.1 DC. Broadcast seeding
and hyroseeding are appropriate for steep slopes where equipment cannot be
driven. Hand broadcasting is not recommended because of the difficulty In
achieving a uniform distribution. Smog grains should be planted no more than 1
Inch deep, and grosses and legumes no more than 1/2 inch. Broadcast good must
be covered by raking or chain drogging, and then lightly firmed with a roger or
cultipodter. Hydroseeded mixtures should Include a wood fiber (cellulose) mulch,
The ale of appropriate mulch will help ensure establishment under normal
conditions and Is essential to seeding success under harsh site condition
(Practice 6.14, Mulching). Harsh site conditions include:
-seeding In fall for winter cover (wood fiber mulches are not considered
adequate for this use),
-slopes steeper than 3:1,
-excessively hot or dry weather,
-adverse solls(shoilow, rocky, or high in clay or sand), and
-areas receiving concentrated tow.
If the area to be mulched is subject to concentrated woterflow, an in channels,
anchor rnuloh with netting (Practice 6.14. Mulching).
Table 6,100 - Temporary Seeding Recommendation for Late winter and Early Spring
Seeding mixture
Species- Rye(groln), Annual lespedezo (Kobe in Piedmont and Coastal Plain
Rats (lb/acre)- 120
omit annul lespedeza when duration of temporary cover Is not to extend beyond
June
Seeding dates -Coastal Plain -- Dec. I - Apr, 15.
Sol amendments- Follow recommendations of soil tests or apply 2,000 ib/ocre
ground agricultural limestone and 750 Ill/ocre 10-10-10 fertilizer,
Mulch -Apply 4,000Ib/acre straw. Anchor straw by tacking with asphalt, netting
or a mulch anchoring tool. A disk with Wades set nearly straight can be used
as a mulch anchoring tool.
Maintenance - Reforliiize if growth is not fully adequate. Reseed, refertilize
and mulch immediately following erosion or other damage.
Tabie 6,10b - Temporary Seeding Recommendations for Summer
Seeding mixture
Species-Germon millet
Rote(lb/acre)- 40
Seeding dates-Coostal Plain- Apr. 15-Aug, 15
Sob amendments -Follow recommendations of soil tests or apply 2,000 Ib/acre
ground agricultural limestone and 750 Ib/sore 10-10-10 fertilizer.
Mulch -Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting
or a mulch anchoring tool. A disk with blades set nearly straight can be used
on a mulch anchoring tool.
Mainteenanee-Refort➢Ize If growth to not fully adequate. Reseed, refertglze
and mulch immediately fallowing erosion or other damage.
Table 6.10c - Temporary Seeding Recommendation for Fail
Sees ing mixture
Species-Rye(groin)
Rate(lb/ocre) - 120
Seeding dates - Coastal Plain and Piedmont -Aug 15 - Dec. 30
Soil armendments - Follow soil tests or apply 2,000 ib./acre ground agriculturist
limestone and 1,000 lb/acre 10-10-10 fertilizer.
Mulch- Apply 4,000 Ill/acre straw. Anchor straw by tacking with asphalt,
netting, or a mulch anchoring tool. A disk with blades met nearly straight can
be used as a mulch anchoring tool,
Maintenance- Repair and refertilize damaged areas Immediately. Topdress with 50
lb/acre of nitrogen in March, if it is necessary to extend temporary cover
beyond June 15. overseed with 50 Ib/ocre Kobe (Piedmont and Coastal Plain)
Permanent Seeding
Specifications / 6.11 - Specifications
Seedbed Requirements
Establishment of vegetation should not be attempted on sites that are unsuitable
due to inappropriate soil texture (Table 6.11a), poor droinog% concentrated
overland flow, or steepness of slope until measures have been taken to correct
these problems.
To maintain a good stand of vegetation, the soil must most certain minimum
requirements as a growth medium. The existing soil should hove these criteria.
- Enough fine-grained (slit and clay) material to maintain adequate
moisture and nutrient supply (available water capacity air at Isast .05
Inches water to I inch of @oil).
- Sufficient pore space to permit root penetration,
- Sufficient depth of soli to provide an odequat• root zone. The depth to rock
or impermeable layers such as hardpan@ should be 12 inches of more, except on
slopes sleeper than 2A where the addition of soil Is not feasible.
- A favorable pH range for plant growth, usually e.0-6.5.
- Freedom from large roots, branches, stones, large dodo of earth, or trash of
any kind, Clods and $tones may be left on sepeS Steeper than 3:1 If they are
to be hytlroseedad,
If any of the above criteria are not mat-i.e., if the existing soil is too
coarse, dense, shallow at acidic to foster vegetation -special amendments ore
required. The Sol conditioners described below may be beneficial or,
preferably, topsoil may be applied in accordance with Practice 6.04, Topsoil'ing.
Sou Conditioners
In order to Improve the structure or drainage characteristics of a soil, the
following material may be added. These amendments should only be necessary
where soils hove limitations that make them poor for plant growth or for fine
turf establishment (see Chapter 3, Vegetative Considerations).
Poo t-Appropriate types ore sphognum moss peal, hypnum moss peat, reedeadge peat,
or peat humus, all from fresh -water sources. Peal should be shredded and
conditioned In storage plies for at least 6 month■ after excavation.
Sand -clean and free of toxic materials
Vermiculite -horticultural grade and free of toxic substances.
Rotted manure -stable or cattle manure not containing undue amounts of straw or
other bedding materials.
Thoroughly rotted sawdust- free of stones and debris. Add 6 lb. Of nitrogen to
each cubic yard.
Sludge -Trawled sewage and industrial sludges are available in various forms:
these should be used only in accordance with local, State and Federal
regulations.
Specks Selection
Use the key 10 Permanent Seeding Mixtures (Table 6.11b) to select the most
appropriate seeding mixture based on the general site and maintenance factors.
A listing of species, Including scientific names and characteristics, is given
In Appendix 6.02.
Seedbed Preparation
Install necessary mechanical erosion and sedimentation control practices before
seeding, and complete grading occording to the approved plan.
Lime and fertilizer needs should be determined by soil tests. Soil tooting is
performed free of charge by the North Carolina Deportment of Agriculture soil
testing laboratory. Directions, somphi cartons, and information sheets ore
available through county agricultural extension offices or from NCDA. Because
the NCDA sot testing lab requires 1-6 weeks for Sample turn -around, sampling
must be planned well in advance of final grading. Testing Is oleo done by
commercial laboratories.
When mil test are not available, follow rates suggested on the individual
specification sheet for the seeding mix chosen (Tables 6.11C through 6.11v),
Applications rates usually foil into the following ranges:
- Ground agricultural limestone
Light -textured, sandy soils; 1-1 1/2 tons/ocre
Heavy textured, dayey molls 2-3 ions/ocre
- Fertilizer:
Grasses 800-1200 ib/ocre of 10-10-10 (or the equivalent)
Grass -legume mixtures: 800-1200 lb/acre of 5-10-10 (or the equivalent)
Apply lime and fertilizer evenly and incorporate into the tap 4-6 inches of soil
by disking or other suitable means. Operate machinery on the contour, When
using a hydroseader, apply lime and fertilizer to a rough, loose surface.
Roughen surfaces according to Practice 6.03, Surface Roughening.
Complete seedbed preparation by breaking up large clods and raking Into a
smooth, uniform surface (slope less than 3:1) Fill in or level depressions than
con collect water. Broadcast seed Into a freshly loosened seedbed that has not
been sealed by rainfall.
Note Wall: Sae Landscaping Plan for additional specificaticrm
Table 6.118 - Seeding No. 4CP for:
Welt-Droined Sandy foams to Dry Sands, Coastal Plain; Low to Medium -Care Lawns
Seeding mixture
Species - Centpedegrase - Rate - 10-20 lb/acre (seed) or 33 bu/acre (sprigs)
Seeding dates - Mar. - June, (Sprigging con be done through July where water is
available for Irrigation.)
Soil amendments - Apply lime and fertilizer according to atoll test, or apply 300
lb/acre 10-10-10.
Sprigging - Plant sprigs In furrows with a tractor -drown transplanter, or
broadcast by hand,
Furrows should be 4-6 inches deep and 2ft apart. Place sprigs about 2 ft. sport
in the raw with one and at or above ground level (Figure 6.11d).
Broadcast at rates shown above, and press sprigs into the top 1 1/2 inches of
soli with a disk set straight so that sprigs are not brought back toward the
surface.
Mulch - Do not mulch
Maintenance - Fertilize very Sparingly- 20 lb/acre nitrogen in spring with no
phosphorus. Centlpedegrome cannot tolerate high pH or excess fertilizer.
Table 6.111 - Seeding No. 5CP for: Well -Drained Sandy Looms to Dry Sands; Low
Maintenance
Seeding mixture
Species Role (lb/acre)
Pensacola Bohiagrass 50
Sericeo leapedezo 30
Common Bermudograss 10
Carman millet 10
Seeding notes
1. Where a neat appearance is desired, omit sericea
2. Use common Bermudograss only on isolated sites where it cannot become a pest,
Bermudograss may be replaced with 5 lb/acre centipedgross.
Seeding dates - Apr. 1 -July 15
Soil amendments - Apply lime and fertilizer according to sag testa, or apply
3.000 lb/acre ground agricultural limestone and 500 Ib/ocre 10--10-10 fertilizer.
Mulch
Apply 4,000 ib/acre grain straw or equivalent cover of another suitable mulch.
Anchor by lacking with asphalt, roving and netting or by crimping with a mulch
anchoring tool, A disk with blades set nearly straight con be used as a mulch
anchoring tool.
Maintenance - Refertilize the following Apr. with 50 lb/acre nitrogen. Repeat
as growth requires, May be moved only once a year, where a neat appearance is
desired, omit saricao and now as often as needed.
Table 6.11v - Seeding No. 7CP for: (toss --lined Channels; Coastal Plain
Seeding Mixture
Species -- Common Bermudograss - Rate - 40-00 (1/2 Ib/I,DDO ft )
Seeding dotes - Coastal Plain; Apr - Juty
Soll amendments - Apply lime and fertilizer according to soil tests, or apply
3,D00 Ill/acre ground agricultural limestone and 500 ib/ocre 10-10--ID fertilizer.
Mulch - Use jute, excelsior matting, or other effective channel lining material
to cover the bottom of channels and ditches, The lining should extend above the
highest calculated depth of flow. On channel side slopes obove this height, and
in drainages not requiring temporary linings. apply 4,000 lb/acre grain straw
and anchor straw by stapling netting over the top.
Mulch and onchoring materials must be allowed to wash down slopes where they con
clog drainage devices.
Maintenance -A minimum of 3 weeks is required for establishment. Inspect and
repair mulch frequently. Refertilize the following Apr, with 50 Ib/ocre
nitrogen,
Refer to Appendix 8.02 for botanical names
NOTE AELL:
EROSION CONTROL DETAILS AND SPECIFICATIONS ARE AS PER THE "EROSION
AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" OF THE STATE OF
NORTH CAROLINA, DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES,
LATEST EDITION. PRACTICE NUM8ER5 REFER TO THIS itdANUAL.
Outlet Stabilization Structure
Specification # 6.41 - Construction Specifications
1, Ensure that the subgrode for the filter and riprop follows the required lines
and grades shown in the pion, Compact any fill required in the subgrade to
the density of the surrounding undisturbed material. Low areas In the
aubgrade an undisturbed mall may also be filled by increasing the rlprap
thickness.
2. The riprop and grovel filter must conform to the specified grading limits
shown on the plans.
3. Filter cloth, when used, mast meet design requirements and be property
protected from punching or tearing during installation, Repai► any damage by
removing the rprop and placing another pleas of filter cloth over the
damaged area, All connecting joints should overlap a minimum of I It. if
the damage Is extensive, replace the entire filter cloth,
4. Riprap may be placed by equipment, but take Cara to avoid damaging the
filter,
5, The minimum thickness of the rlprop should be 1,6 times the maximum stone
diameter,
6. Rlprop may be field stone or rough quarry stone. It should be hard, angular,
highly weather -resistant and web graded.
8. Construct the apron an saro grads with no overfall at the and. Make the top
of the riprop at the downstream and level with the raceivng area or slightly
below it.
8. Ensure that the apron is properly olignod with the receiving stream and
preferably straight throughout its length. If a curve is needed to fit site
conditions, place it in the upper section of the apron,
9, immediately after construction, stabilize all disturbed areas with vegetation
(Practice 6.10, Temporary Seeding, and 6.11, Permanent Seeding).
Maintenance
Inspect riprop outlet structures after heavy rains to see if any erosion around
or below the riprap has taken place or if stones hove been dislodged.
Immediately make all needed repairs to prevent further damage.
Fabric Draa Inlei_pratectian (Temnorarvi
Specification If 6.51 - Construction Specifications
1. As synthetic fabric, use a pervious sheet of nylon, polyester, or ethylene
yarn -extra strength (50 lb/1 inch minimum) -that contains ultraviolet ray
inhibitors and stabilizers. Fabric should be sufficiently porous to provide
adequate drainage of the temporary sediment pool. Burlap may be used for
short-term applications. it must be replaced every 80 days.
2. Cut fabric from a continuous rob to eliminate joints.
3. For stokes, use 2 x 4 inch wood (preferred) or equivalent metal with a
minimum length of 3 ft.
4. Space stokes evenly around the perimeter of the inlet a maximum of 3ft.
sport, and securely drive them into the ground, approximately 18 inches deep.
5. To provide needed stability to the installation, frome with 2 x 4-inch wood
strips around the crest of the overflow area at a maximum of 1.5 ft above the
drop inlet crest.
6. Place the bottom 12 inches of the fabric in a trench and backfill the trench
with at least 4 inches of crushed stone or 12 inches of compacted soil.
7. Fasten fabric securely to the slakes and frame. Joint& must be overlapped to
the next stake.
8. The top of the frome and fabric must be wall below the ground elevation down
slope from the drop Inlet to keep runoff from bypassing the Inlet. It may be
necessary to build a temporary dike on the down slope side of the structure
to prevent bypass tow. Moterial from within the sediment pod may be used
for diking.
Maintenance
Inspect the fabric barrier after each rain and make repairs at needed.
Remove sediment from the pool area as necessary to provide adequate storage
volume for the next rain. Take core not to damage or undercut the fabric during
sediment removal.
Men the contributing drainage area has been adequately stabilized, remove all
materials and any unstable sediment and dispose of them properly. Bring the
disturbed ores to the grade of the drop inlet and smooth and compact it.
Appropriately stabilize ON bore areas around the inlet.
Land ong
Specification * 6.02 - Construction Specifications
1,Construct and maintain all erosion and sedimentation control practices and
measures in accordance with the approved sedimentation control plan and
construction schedule.
2,Remove goad topsail from arms to be graded and filled, and preserve It for
use in finishing the grading of all critical areas.
3,Scarify areas to be lopso led to a minimum depth of 2 inches before placing
topsoil (Practice 6.04, Topsoging).
4.Clear and grub areas to be filled to remove trees, vegetation, roots, or other
objectionable material that would affect the planned stability of the f➢I.
5•Ensure that fall material is free of brush, rubbish, rocks, logs, stumps,
building debris, and other materials Inappropriate for constructing stable
rule.
B.Place all fill In layers not to exceed 9 Inches in thickness, and compact the
layers as required to reduce erosion, slippage, settlement. or other related
problems.
7. o not Incorporate frozen material or highly compressible
0 p ate lal or soft, mucky, g y p
materials into fill slopes.
iLDo not place fit on a frozen foundation, due to possible subsidence and
slippage.
9,Keep diversions and other water Conveyance meaeures free of sediment during
all phases of development.
10.Hondle @cape or springs encountered during construction in accordance with
approved methods (Practice 6.81, Subsurface Drain).
11.Permonently stabilize all graded areas immediately after final grading Is
completed on each areo in the grading pion. Apply temporary stabilization
measures on all graded areas when work is to be interrupted or delayed for 3D
working days or longer.
12.Ensure that topsoil stockpiles, borrow areas, and spoil areas are adequately
protected from erosion with temporary and final stobi lzation measures, Including
Sediment fencing and temporary seeding as necessary.
Maintenance
Periodically check all graded areas and the supporting erosion and sedimentation
control practices, especially after heavy rainfalls. Promptly remove all
sediment from diversions and other woter-disposol practices. It washouts or
breaks occur, repair them Immediately. Prompt maintenance of small eroded areas
before they become significant gullies is an essential part of on effective
erosion and sedimentation control plan.
' i�0I�0I4ej�0I4.j�'I y�N4►j/Ne+j�0I4.��i'I
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'
OF FABRIC AND
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FOR ,R
FARRIC
FABRIC
MIMMUM A"
A, FABRIC ANII VIARE comPACTED A,
.
IHICI( LAVER
INTO THE TRENCH FU
OF GRAVEL
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14
SECTION
I@►
®
SEDIMENT
S20iment Basin
Specifications # 6.51 - Construction Specifications
1,Site preparations -Clear, grub and strip topsoil from areas under the
embankment to remove trees, vegetation, roots and other objectionable material,
Delay clearing the pool area until the dam Is Complete and then remove brush,
trees and other objectionable materials to facilitate sediment c4criout.
Stockpile all topsoil or loll containing organic matter for use on the outer
shell of the embankment to facilitate vegetative establishment. Place temporary
sediment control measures below the basin as needed.
2.Cut-off trench -Excavate a cut-off trench along the centerline of the earth
fill embankment. Cut the trench to stable soil material, but in no case make It
less than 2 ft, deep. The cut-off trench must extend into both abutments to at
least the elevation of the riser crest. Make the minimum bottom width wide
enough to permit operation of excavation and compaction equipment but In no came
less than 2 ft. Make aids slopes of the trench no steeper than 1:1. Compaction
requirements are the some as those for the embankment. Keep the trench dry
during boakfilling and compaction operations.
3.Embankment-Take fill material from the approved area$ shown on the plans. It
should be clean mineral soil, free of roots, woody vegetation, rocks and other
objectionable moleriol, Scarify areas on which fill Is be pieced before placing
fill. The fib material must contain sufficient moisture sal It can be formed by
hand into o ball without crumbling. If water con be squeezed out of the boll, It
is too wet for proper compaction. Place fill material in 6 to B--inch
continuous layers over the entire length of the fill area and then compact it.
Compaction may be obtained by routing the construction hauling equipment over
the fib so that the entire surface of each Toyer is traversed by at least one
wheel or tread track of the heavy equipment, or a compactor may be used.
Construct the embankment to an elevation 10% higher than the design height to
allow for settling.
4.Conduit spillways -Securely attach the riser to the barrel or barrel stub to
make o watertight structural connection. Secure all connections between barrel
sections by approved watertight assemblies. Place the barrel and riser on a
firm, smooth foundation of Impervious soil. Do not use pervious material such
as sand, grovel, or crushed stone as backfill around the pipe or anti -seep
collors. Place the fill material around the pipe spillway in 4-inch layers and
compact It under and around the pipe to at least the some density as the
adjacent embankment. Care must be taken not to raise the pips from firm contact
with its foundation when compacting under the pipe haunches.
Place a minimum depth of 2ft. of hand -compacted backfill over the pipe spillway
before crossing It with construction equipment. Anchor the riser In place by
concrete or other satisfactory means to prevent flotation. In no case should the
plop conduit be Installed by cutting o trench through the dam after the
embankment Is complete.
5.Emergency spillway -Install the emergency spillway in undisturbed sail. The
achievement of planned elevations, grade, design width, and entrance and exit
channel slopes are critical to the successful operation of emergency spillway.
Wriiete-Discharge water Into the basin in a manner to prevent erosion. Use
diversions with outlet protection to divert sediment -laden water to the upper
and of the pool area to improve basin trap efficiency (References: Runoff
Control Measures and Outlet Protection),
7.Eroalon control -Construct the structure so that the disturbed area is
minimized, Divert surface water away from bare areas. Complete the embankment
before the area Is cleared. Stabilize the emergency spillway embankment and all
other disturbed areas above the crest of the principal spillway immediately
aft& construction (References: Surface Stob➢izalion),
S.Safety-Sediment basins may attract children and trot be dangerous. Avoid steep
side Mopes. and fence and mark basins with warning signs If trespassing is
likely. Follow ail slate and local requirements.
Maintenance
Check sediment basins otter periods of significant runoff. Remove sediment and
restore the basin to its original dimensions when sediment accumulates to one-
half the design depth.
Check the embankment, spillways, and outlet for erosion damage, and Inspect the
embankment for piping and mettlement. Make all necessary repairs inmedlalely.
Remove all trash and other debris from the riser and pool area.
2'X 4" FRAME AROUND
CREST OF OVERFLOW
STAKED 2'x 4"
1.5' MAxIMUM HEIGHT
WOODEN FRAME
11
SEL NARRATIVE FOR
3' SPACING
MORE DETAIL AND
ALTERNATE METHODS,
GATHER EXCiSS
FILTER FABRIC
AT CORNERS
I I I I
=-:1 -1--I--►
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EXTENSION OF
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INTO 1TRE I/
4'CRUSHED EI STONE OR I
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FILTER FABRIC:
PERVIOUS SHEET OF
I i
- - - i I
NYLON, POLYESTER, OR
I
DROP INLET I
ETHYLENE rARN, EXTRA
STRENGTH ( 50 PSI MIN.)
1 1
jj
I
WITH GRATE I I
WITH ULTRAVIOLET RAY
INHIBITORS AND STABILIZERS
\ I
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I I
ISOMETRIC VIEW N-J
FABRIC DROP INLET PROTECTION
'\'. - - - ,-,.
un
----- PmAarms am 0 -.../
PUBLIC ROAD
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NOTE: SEE NARRATIVE I 12'MINIMUM
FOR MORE DETAIL.
TEMPORARY GRAVEL CONSTRUCTION
ENTRANCEiEXIT DETAIL
N.T.B.
OETAILS SHOWN ARE TYPICAL OF INSTALLATIONS
REQUIRED BY THE CITY OF WILMfNCTON,
THIS SHEET DOES NOT PURPORT TO SHOW ALL
REWIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE. THE CONTRACTOR
IS RESPONSIBLE FOR ADHERING TO ALL
CITY AND STATE CODES AND CONSTRUCTION
STANDARDS.
SF
Specification 6.62 - Construction Specifications
MATERIALS
1,Usa a synthetic filter fabric or a pervious sheet of polypropylene, nylon,
polyester, or polyethylene yarn, which is certified by the manufacturer or
supplier as conforming to the requirements shown In Table 612b. Synthetic
filter fabric should contain ultraviolet ray Inhibitors and stabilizers to
provide a minimum of 5 months of expected usable construction Iffe of a
temperature range of 0 to 120 F.
2,Ensure that posts for sediment fences are either 4-Inch diameter pine, 2-inch
diameter ook, or 1.33 Ill/tineor ft ■teal with a minimum length of 4 ft. Make
sure that steel posts have projections to facilitate fastening the fabric.
1l'or reinforcement of standard strength filter fabric, use wire fence with a
minimum 14 gouge and a maximum mesh spacing of 6 Inches,
Table C62b
ipedfication@ For Sediment Fence Fabric
Physical Property Requirements
Filtering Efficiency - 85S (mm)
Tensile Strength at Standard Strength- 30 ib/tin In (min)
Extra Strength- 60 ib/lin In (mm)
Slurry flow Rate - 0.3 gal/eq ft/min (min)
CONSTRUCTION
I.Construct the sediment barrier of standard strength or extra strength
synthetic filter fabrics.
2,Ensure that the height of the sediment fence does not exceed 18 inches above
the ground surface. (Higher fences may impound volume@ of water sufficient to
cause folture of the structure.)
3.Conslruct the filter fabric from a continuous roll cut to the length of the
barrier to avoid joints. when joints are necessary, securely fasten the filter
cloth only at o support post with overlap to the next post.
4,Support standard strength filter fabric by wire mesh fastened securely to the
up slope side of the posts using heavy duly wire staples at least 1 inch tong,
or tie wires. Extend the wire mesh support to the bottom of the trench,
5.When a wire mesh support fence is used, space posts a maximum of 8 ft apart.
Support poets should be driven securely into the ground to o minimum of 18
inches.
6,Extro strength filter fabric with Eft post spacing daps not require wire mesh
support fence. Stopfe or wire the filter fabric directly to posts.
7.Excavate a trench approximately 4 Inches wide and 8 inches deep along the
proposed line of posts and upslope from the barrier (figure 6.62o).
8.Backfill the trench with compacted soil or gravel placed over the filter
fabric.
9.Do not attach filter fabric to existing trees.
Maintenance
Inspect sediment fences at least once a week and after each rainfall. Make any
required repairs immediately.
Should the fabric of a sediment fence collapse, tear, decompose or become
Ineffective, replace It promptly, Replace burlap every 60 days.
Remove sediment deposits as necessary to provide adequate storage volume for the
next rain and to reduce pressure on the fence, Take core to avoid undermining
the fence during cleanout.
Remove all fencing materials and unstable sediment deposits and bring the area
to grade and stabilize it after the contributing drainage area has been property
stabilized.
PLANNED EROSION AND SEDIMENT CONTROL PRACTICES -
01. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
0
Practice 6.05
Shall be installed at the entrances of the proposed
project from Wilshire Boulevard only as shown. Drainage
is away from the road and sedimentation will be controlled
with downstream practices. During wet weather it may be
necessary to wash truck tires at this location.
2. LAND GRADING
Practice 6.02
Grading should be limited to areas as shown on the Plans.
Cut and fill slopes shall be 3:1 or flatter except where
specifically indicated. Care shall be taken during land
grading activities not to damage existing trees that are
not required to be removed.
0 SF 3. SEDIMENT FENCE
Practice 6.62
Sediment fencing should be installed as shown on the Pion.
to delineate and protect low areas, and around any
temporary stockpile areas as necessary to prevent any graded
interior areas from eroding onto adjacent lands or roadway, or
into inlets.
O4. INLET PROTECTION
Practice 6.52
Storm sewer inlet barriers of block and gravel inlet
protection ore to be constructed to help prevent sediment from
entering the storm sewer system, After permanent stabilization
of the entire contributing watershed area, the storm sewer
system Is to be flushed to remove accumulated sediment and
ensure design flows.
QP 5. OUTLET STABILIZATION
Practice 6.41
Riprop apron* will be located at the downstream end of
all discharge pipes to prevent scour.
6. CONSTRUCTION ROAD STABILIZATION
Practice 6.80
Upon reaching final grade and after utilities have been
installed, parking areas are to be stabilized by
placing sub -base course of approved 6" ABC stone, as shown in
the typicoi cross-section detail on the Plan, to reduce
erosion and dust during the remainder of building construction.
SB 7. SEDIMENT BASIN
Practice 6.61
The Sediment Basin is to be constructed first (see
Construction Schedule) and is the primary Practice to prevent
sediment from leaving the site. Detolled design and spillway
configurations are specified in the details as shown on this
Plan and the Narrative. The 1-1/2"PVC orifoce is to be blocked
during sedimentotion function (or not installed) until entire
watershed is permanently stabilized and pond is converted to
permanent stormwater management detention / retention
function.
or
68'
7'
27' 27' J. ¢'
rs' I
4 "CONC.
PARKING REVERSE CROWN 4 "CONC.
(TYPICAL)
SIDEWALK
SPACE SIDEWALK
(TYPICAL) 2'ASPHAL T
V
�29.51VGRASSED
C5���jT'
T?PE B H
URB �J
67ABC BASE' COURSE
1 STRIP (TYp)
NOTE: Both sides are fypicolly symmetrical,
TYPICAL PARKING BA Y SECTION
NOT TO SCALE
( REV, NO, I REVISIONS I DATE f
CONSTRUCTION SCHEDULE -
SEE PLAN, SHEET 2
1. Obtoln approval of Plan and any necessary permits, and hold a
pre -construction conference prior to commencing any work,
2. Flag work limits and stoke -out parking lot, primary measures, and
Slit Fencing and Sediment Basin for preliminary grading.
3. Install Gravel Construction Entrances.
4. Install Slit Fencing as shown on Plan prior to clearing and
grubbing site. Sediment Basin to be constructed prior to building.
5. Construct ditches and any other sediment control Practices
shown, prior to rough grading paking lot and site, stockpiling
material and topsoil as necessary,
6. Install utilities in parking lot, establish final grades and
stabilize parking areas with stone base course.
7. Final grade building site, instoll non -municipal utilities as
needed, and vegetatively stoblllze areas where building
construction is not imminent,
8. All erosion and sediment control Practices ore to be inspected
weekly and after any rainfall, and repaired os necessary.
9. Upon completion of building construction, the roadway and
parking oreas are to be paved and all areas permanently
vegetatively stobilized. After site stabilization, temporary
measures are to be removed and the Sediment Basin cleaned to
its original design contours, if necessary, and riser
structures orifaces opened, so as to function as a stormwater
management / water quality retention pond.
MAINTENANCE PLAN -
1. All measures to be inspected weekly and after any rainfall
event and needed repairs made immediately.
2. Sediment Basin to be cleaned out when the level of sediment
reaches 5,6' below water surface. Riser structure to be cleaned
if excess water obove design surface no longer drains
properly.
3. Sediment to be removed from foreboy when it is
approximately 25% filled or sediment level Is within 3.0' of top.
4. Sediment to be removed from behind the n Silt Fence and
inlet protection devices when it becomes 0.5 deep. Fencing
and inlet protection to be repaired as needed to maintain o
barrier.
5. Ail seeded areas shall be fertilized, mulched, and re -seeded
as necessary, according to specifications provided, to
maintain a suitable vegelotive cover.
VEGETATIVE PLAN --
1. Permanent vegetation to be established in occordance with
"North Carolina Erosion and Sediment Control Planning and
Design Manual", Section 6.11, lotest version. See next Sheet.
DESIGNER'S CERTIFICATION
"I hereby certify that this plan has been prepared in occordance
with the latest Wilmington Standards and Specifications for
Stormwater Management and Chapter 20 of the Code of Ordinanances
of the City of Wil 'n ton."
Signature:
Printed NameandTitle: David S. Hollis, PE; PLS
Date: l ` �d ^ os
Registration Number: PE ill 20007
OWNER'S / DEVELOPER'S CERTIFICATION:
"I / We hereby certify that any clearing, grading, construction
or development, or all of these, will be done pursuant to this
plan and that the applicable Stormwater Management conditions and
requirements of the City of Wilmingt�n�dgerfcies
State of North
Carolina, and the Federal G rnm are hereby
made part of this plgp1;
Signature: ( - - "-Y�' -a _
Printed Name and ltle: John 0. Stevenson, President
Date: 10- 2.,p .0 Stevenson Cars, Inc.
. ,�
STREET 7REE
Ikt Aft( TYPICAL) 60' ROW 3
10, & 5' 7' 1A' 1s. T 5'
YUNIL7PA 9' __ ,T.; __ I 6'CRpslyH
UTfLlTY EEEAAASSSjIII
EAS£M£NT
l'13' ?ASPWT
f/4': 1'
SWEIIII&K TVW A' 4 4fARL l3AS£ Li.ty .'"W"CURB W r'AW MOM Both sides are symmet&,d.
1. Used wins coflector provides direct access to single f&"#y
lots or when an-srr"t ping ft orherwin nteeeessry,
2. CenTmrdne and pw*,&v9 fans striped
.y For calah bash Taout see Local A' Cut-de-soc aisfais.
CITY OF WILMINCTON COLLECTOR "A"
NOT TO SCALE
EXISTING MLSHIRE BOULEVARD
L TYPICAL CROSS SECTION
* NOTE WELL
ANY AREAS ON -SITE WITHOUT ACTIVITY IN A 15 DAY PERIOD
SHALL BE TEMPORARILY STABILIZED AS PER THE SPECIFICATIONS.
ANY SLOPES TO BE STABILIZED AFTER 15 DAYS.
GENERAL EROSION CONTROL SPECIFICATIONS and DETAILS
Stevenson Honda and Acura Addition
LOCATED IN THE CITY OF WILMINGTON WILMINGTON TOWNSHIP
NEW HANOVER COUNTY NORTH CAROLINA
[O r'?_0'C=
dhollis ® hdsilm.com
OWNER: JOHN 0. STEVENSON
821 SOUTH COLLEGE ROAD
WILMINGTON, NC 28403
910-395-1115
HANOVER DESIGN SERVICES, P
LAND SLNPWlta5'S; ENCrWERS & LAND PLAAVCRS
319 WALNUT STREET y
WILMINGTON, N.C. 28401 J
PHONE: [phone]
Date:
10-20-05
scow
11 "-- 50'
Drown:
DSH
Checked:
GA
Project No:
11032-P4
sheet No:
4
of:
11032-pi ifodel (1): 15:47:do 7usTy/euua
Stevenson.pdf: 11:35:48 11/18/2005
- .,
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2-2 1/2" HOSE NOZZLES 41
4 1/2' PUMPER CONNECTION
FACE TO CENTER LINE
OF STREET HYDRANT TO
HAVE BREAK
WORD 'WATER' SECTION OR
ON COVER REMOVABLE
BARREL
u' BURY L% FLUSH WITH
w FINISH [ AD
C.I. VALUE BOX j
GATE VALVE I
MIN. SIZE 6" r
TOOPENRIGHT RAIN
NOTE:
I -SEE ASSEMBLY DETAIL CONCRETE PAD
SHEET NO. SO-18A FOR 15" X is" X 6"
JOINT RESTRAINT REQUIRED
2-DUCTILE IRON PIPE
REQUIRED ON ALL HYDRANT
BRANCH LINES
HYDRANTS SHALL BE:
KENNEDY GUARDIAN
GUIDELINES FOR
STANDARD HYDRANT
DIR'ti
SIZE ® 45 ®®
1
NOTE: Based on 1.5 x working pressure or 100 PSI plus AWWA Wato Hammer.
All bearing surfaces to be carried to undisturbed ground.
STANDARD THRUST BLOCK
MDTIs
ru..w
SEE PLANS FOR EXACT LOCATIONS
NORTH OR WEST SIDE SET: PL SOUTH OR EAST SIDE
t8'-0 7' S.
e 22`-0" IO'-•0"I TYPE "A"
" 18-0 0 10'-0" i
O O 3' COVER �" I
GAS I STORM DRAIN
3' COVER
POWER TELEPHONE 3' TO 8' COVER 3' COVER
2' COVER SANITARY SEWER WATER
NOTE:
WHEN POSSIBLE FLUSH MOUNTED OR BELOW GROUND
DISTRIBUTION OR JUNCTION BOXES TO BE USED BY
UTILITIES. T IONrICAL
UTILITY LOCATION
Rfs
sO1tD�e
0'-0 1/2" -� V-6 11 16"
0'-O 1 /B"
0'-1 1/2" V-0 1/8"
0'-0 3/4,
0'-2 1 /4" 0'-0 I /113"
0'-0 1 /2
D'-4 3/4"
SECTION "A -A"
GRE wVC 6HD CAST IRON OR EQUAL
HEAVY DUTY
VALVE BOX LID
mm
p+4+.
0'-8 1/4"
0'-6 77//B"
0'-0 11/16" 0'-0 11/16"
1'-2 1 /4"
0'- 7 1/4"
PC7[] 0'-11 7/8"
V_ WATER V-0 1/2'
A ❑no A 9QX
am
0'--6 11/16" DIA,
0'-7- /
0' O`-i 81/2w
V-0 1 /2' V-0 1/2
I D o'-6 1/2" DI
1'-r3 1 /4" serniw
O'-0 1/2" O'-81/4" MINIMU(rHTS
0'-7 3/4- TTgOppPxx 10qq LBS
W-11 7/9" F&INSION $40 LBS.
EXTENSION
WATER VALVE
CASTING
Ilfe
0'-8" 0' -4"
CURB
GRADE 1'-O"
8" BRICK WALLS
�
3/4" CEMENT PLASTER
j
0'-0 5/8"
QUI r� V -6"
",l
0 -8"
0'-4"
0'-6"
ACTION "A -A" PVMT.
2 _ B"
NOTE;
1. 4" DEEP X 8" WIDE CONCRETE COPING
VARIES
ALL AROUND BASIN CASTING.
VARIES
2. ALL CONCRETE TO BE CLASS "A"
3, FOR CASTING DETAIL SEE SD 14-03
a
s"
5-10"MIN.
PVMT. SECTION "U-B"
5'-4"
CU & GUTTER
4'-0"
CASTING
0'-15"
L
2'-6"
3'-
�4'-4" MIN.
r~ B
CATCH BASIN
• IN ALL CITY ROADS
USE FOR BOXES IN SILVER STREAM LANE
BOXES No.2 and No. 3
EXIST. GROUND A A
k PLAN
UlEtLD
' PLAN
TEFS
18' MIN,
• k
4
cn
SECTION X-X PLAN do ELEVATION
9EELDS._dC_ IEU PLUGS
STANDARD THRUST BLOCK
FOR WATER MAINS
Elm
FULL 18' JOINT
6" PIPE
*11YDRApNT3,+"GALVANIZED RODS
TO MAIN
TIE BOLTSHYANLUS RETAINER CLAMP
JOINT RESTRAINT HYDRANT TO 1ST FULL JOINT OF PIPE
HYDRANT 3/4" GALVANIZED RODS
0
® 9
" a =
TIE BOLTS
JOINT RESTRAINT HYDRANT TO MAIN TEE
3/�4-"�y TIE BOLTS
Y 11
GUIDELINES FOR
HYDRANT JOINT
RESTRAINT
wm
sY44M1
JM0'-4"
0' - 4"
_ vlEw A 6"
NOTES:
1-DO NOT TAP MANHOLE AT JOINT,
2-BREAK OUT MINIMUM AMOUNT OF MANHOLE WALL_ TO ALLOW
NEW PIPE TO ENTER,
3-CONCRETE TO BE BROKEN FROM INSIDE OF MANHOLE, IF
POSSIBLE,
4-PLACE COLLAR AROUND NEW PIPE, COLLAR TO BE BUILT
RESTING ON UNDISTURBED SOIL.
5-REPAiR CONCRETE WITH NON-SHRLNK CEMENT.
6-SEE SD 14-11 FOR PRE -CAST MANHOLE DETAIL,
STANDARD TAPPING
DETAIL PRE -CAST
MANHOLE
STANDARD MANHOLE CCVER
PRECAST CONCRETE SEE SD 14-01
GRADE RINGS
VARIES GROUT
12" MAX.
" MANHOLE STEPS
AS SPECIFIED
ECCENTRIC n.
PRECAST CONE SEE SD 14 11
SPECIFIED PRECAST MANHOLE SECTION
PRECAST MANHOLE
RING EXTENSION
MTe
sIBMaMa
1/2" WITH EXPANSION
PRE CAST CONCRETE JOINT MATERIAL
SLAB. SEE SLAB STANDARD CATCH
DETAIL BASIN TOP & LECS.
SD2-11
8" BRICK WALL
TYPICAL VARIES AS REQUIRED
CONCRETE OR0
GROUT INVERT
0'-6'
CONCRETE BASE I A
30" 36" 1 4'-0-
1
4
MODIFIED CATCH BASIN FOR PIPES
LMOER THAN 24-INCH ENTERING
THE EIIID(S) OF THE BASIN
NTS
81440
IN PAVED AREAS USE
MONUMENT CASING
2"CURB STOP WITH
2"PVC PLUG
2-PVC, 18"
METER BOX ---�
LONG IP
MONUMENT BOX IF
COUPLING
IN PAVEMENT
STORED IN
4"PVC PIPE
45'ELBOW
24"LONG
fSTONE
2"IP BRASS PIPE
z
AND FITTINGS
do
STONE
2"PVC CL200
CONCRETE BLOCKING
2"CORPORATION
STOP - AWWA
THREADED OUTLET
Zw BLOW OFF DETAIL
WITH IP COMPRESSION
INLET.
�illr+a
FINISH GRADE
THRUST COLLAR MIN. COVER 3.5'
5' MIN, 5' MIN.
1/4" STEEL PLATE 3/4" THREADED STEEL
RODS (TYP.)
7" 3"
3" ]"
ROD REOUI TS (TYP.)
SIZE OF 45 DEGREE BEND STATIC THRUST IN POUNDS NUMBER OF RODS REQUIRED
6" 7.694 2
B 17d.312
0 779 4
16" 48,091 6
16" 89,252 e
20"
24" GENERAL NOTES:
1. ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS SHALL BE COATED WITH
2 COATS OF BITUMINOUS BASE PAINT.
2.CONORETE SHALL NOT CONTACT BOLTS OR END$ OF MECHANICAL JOINT BENDS.
3. TYPICAL MR. CLEARANCE BETWEEN CONCRETE AND END OF BOLT MUST BE 3'.
4, APPROVED OFFSETS CAN BE USED IN THIS APPLICATION.
STANDARD
VERTICAL BEND
wm
STANDARD 1_10 HEAVY DUTY LID
SEE S-0--14 SEE SD-140
2" ASPHALT CASTING
4" BASE
FOR CASTING DEFIES MO7TAR7R FLANGE
AR
SEE SD-14 DARD BRICK
qq��EEMORTAER��E
CASTlNGVCENiEREODX OVER VALLVEANUT
SEWER CLEAN -OUT CASTING
NOTES: CENTERED OVER STACK
•THIS INSTALLATION REQUIRED WHEN VALVE BOXES AND CLEAN -OUTS
ARE LOCATED IN PRESENT OR FUTURE PAVED AREAS.
•PRIOR TO SETTING CASTINGS, NEW INSTALLATIONS WILL REQUIRE
95% COMPACTION OR BACKFILL IN 6" LIFTS.
TYPICAL DETAIL VALVE
BOX AND CLEAN -OUT
CASTING BASES
M7fl
eW i41s
CASTING FLANGE �� P
EXTENSION OR STACK
MORTAR
P
BRICK
TYPICAL DETAIL VALVE
BOX AND CLEAN -OUT
IAfle
EXISTING GROUND
12'
COMPACTED BACKFILL TO
95X MODIFIED PROCTOR
IF UNDER PAVEMENT
m
4
COMPACTED BACKFILL TO
00% MODIFIED PROCTOR
LOPE WALLS TO ANGLE OF
REPOSE OF SOIL OR AS
APPROVED BY THE ENGINEER
6"
COMPACTED PIPE EMBEDMENT
#
TO SOX MODIFIED PROCTOR
a_
COMPACTED GRANULAR MATERIAL
IF REQUIRED BY THE
6"
ENGINEER
CL-III RCP
any sT081D1 aBODtID1!
PIPE WIDTH W sOiw flO
TRENCH BOTTTOMOM
STANDARD PIPE
NOTE:
DETAILS SHOWN ARE TYPICAL OF INSTALLATION$ REQUIRED BY THE CITY OF LMLMINGTON.
THIS SHEET DOES NOT PURPORT TO SHOW ALL REQUIRED CONSTRUCTION DETAILS, BUT
RATHER SERVES AS A GUIDE. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL
CITY CODES AND CONSTRUCTION STANDARDS.
TRENCH DETAIL
BOl�
EI F VATInN
l V GROWN OF TREE IS NEEDED FOR LEAF
/ GROWTH TO PRODUCE OXYGEN, FILTER
THE AIR, REDUCE HAND, SOFTEN NOISE,
AND PROVIDE BEAUTIFUL APPEARANCE,
11 DO NOT DISFIGURE CROWN WITH
INSENSITIVE PRUNING)
RIPUNE-
0
1'J.AM
FEEDER ROOTS ` STRUCTURAL ROOTS
FEEDER ROOTS ARE LOCATED STRUCTURAL ROOTS LOCATED
AT "DRIPUNE' OF TREE NEAR BASE OF TRUNK ARE
AND PROVIDE TREE WITH NEEDED TO GIVE SUPPORT TO
MOISTURE AND NUTRIENTS. ENTIRE TREE. IF REMOVED,
SEE NOTE 1 A NOTE 4 TREE CANFAIL AND DAMAGE
PROPERTY.
SEE NOTE 2 & NOTE 4
METHOD OF TREE
PROTECTION DURING
CONSTRUCTION
TREE PROTECTION DURING CONSTRUCTION
1. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK
UNDER TREES. NO HEAVY MATERIALS SHALL BE STORED BENEATH TREES. RESULTS OF
COMPACTION CAUSE WATER AND AIR NOT TO REACH THE ROOTS AND THE TREE
WILL DIE. THESE "FEEDING ROOTS" OCCUR WELL AWAY FROM THE BASE OF
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 FkOM
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 HOLONO IT
UPRIGHT IN HIGH WINDS. REMOVAL OF THESE ROOTS ALONG ONE SIDE IS
OFTEN DONE BECAUSE OF A WALK, PAVING OR BUILDING WHICH 15 BEING
CONSTRUCTED.
3. AVOID CUT AND FILL WITHIN DIAMETER OF TREE CROWN DURING EXCAVATION,
METHOD OF TREE
PROTECTION DURING
CONSTRUCTION
KM
M1iMAi
+- EXISTING TREE
-r
DRIPUNE -�
ten_
3' MIN, STAKE
PROTECTIVE BARRIER HEIGHT ABOVE
GRADE
-�,l�t rl.fl lam... �%. ... _-I �. I�f I^'►"- LL jr
TREES TO BE SAVED WILL.. BE CLEARLY MARKED PRIOR TO CONSTRUCTION
AND A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRII'UNE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING
OUT TO THE TIPS OF THE OUTERMOST BRANCHES.
METHOD OF TREE
P G
CON
K=
MIILM
er
N
+
\\
INN-,
O�ivov'avoo�r
r r
I'3..
•
y1f,4jF0)4
g
a.
D i
2'-0" 0'-1"
1'-4.5" 0'-4.5' /2" R
WHERE REVERSE CROWN
IS REQUIRED GUTTER SHALL 1" R
SLOPE AWAY AS SHOWN
• UM APPLICA19M 11/4" R
M PWMtNq LOT
TYPE wA"
U"
aBTroM
A A
� G.R. ENNIS &SON
+ N0. MEIX-GRE-1115 MINIMUM AVERAGE WEIGHT
RING 120 LBS,
f TOP] COVER 40 LBS.
RING PLAN VIEW (BOTTOM)
SECTION 'B-B'
16 1/16' DIA. AT TOP
0'-0 1/2" V-4 1/4' DIA. 0'-0 1/2" 10 1/2" Di A. _� 001-0 '-0 1/8,
6" DIA /
0'-1" 0'-0 7/8° 0'-1 7/8" 0'-0 7 8"
1'-3 1/4" DIA. -7 1/2" 0'-0 1/8"
0'-2 1118
0'-0 7/8" O'-6 5/8" 0'-2 3/B" 0 -0 1/2"
0'-0 3/8" 1'-3 1 4' DIA, O-1" 15 7/8" DIA. FD 0'-D 1/2"
T}-4" / ' �O'-4" AT BOTTOM FNIL�fi 0'-0 5/8
eAB) 9F SECTION V-0 3/8"
SECTION 'A -A'
Mlrrs
11aMrynit�
RSM7fTAR AWM7MJ �Jr �1�f 1 MimndvAV
I'
SFW Eo01C
li1 A. a ;i i +i
'� hAA
'l
dr
GUIDELINES FOR BRICK
SIDEWALK
tBBB.es
EXPANSION JOINT
AT 30' NTERVALS(TYP)
I" SCORE(TYP)
AAL
4 4
♦.l
4'1HI0f
4' OR D'WIDE
STANDARD
SIDEWALK
DETAIL
[61Tf
eee"Me
GENERAL NOTES
I. LOCATION OF WHEELCHAIR RAMPS:
1. IN ACCORDANCE WITH THE RATIFIED HOUSE BILL 1226, ALL STREET CURBS IN NORTH CAROLINA BEING CONSTRuCTEO OR RECONSTuCTED FOR
MAINTENANCE PROCEDURES, TRAFFIC OPERATIONS, REPAIRS, CORRECTION OF UTILITIES OR ALTERED FOR ANY REASON AFTER SEPTEMBER
1973 SHALL PROVIDE WHEELCHIR RAMPS FOR THE PHYSICALLY HANDICAPPED AT ALL INTERSECTIONS WHERE BOTH CURB AND CUTTER AND
S"WALKS ARE PROVIDED AND AT OTHER MAJOR POINTS OF PEDESTRIAN FLOW.
2. WHEELCHAIR RAMPS SHOULD BE LOCATED AS INDICATED IN DETAIL DRAWINGS. HOWEVER EXISTING LICHT POLES. FIRE HYDRANTS. DROP
INLETS, ETC. MAY AFFECT PLACEMENT.
N. CONSTRUCTION NOTES:
1. NO SLOPE SHALL EXCEED 1"-I" (12: 1) ON THE RAMP OR SIDEWALK.
2. IN NO CASE SHALL THE WIDTH OF WHEELCHAIR RAMPS OF LESS THAN 40" (3'-4'). WIDTHS MAY EXCEED 40' IF NECESSARY.
]. USE CLASS "A' CONCRETE WITH FAME SURFACE HAVING A ROUGH, NON-SKID TYPE FINISH.
4. 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE CONCRETE VihEELCNAIR RAMP JOINS ANY RIGID PAVEMENT OR STRUCTURE.
5, CONSTRUCTION METHODS SHALL CONFORM WITH THOSE OF THE GOVERNING BODY WHICH HAS JURISDICTION OF THE PARTICULAL STREET,
IN. ADDITIONAL NOTER
1. THE NSIOE PEDESTRIAN CROSSWALK LINES SHALL BE ESTABLISHED BY BISECTING THE INTERSECTION RADA WHERE MARKED (SEE NOTE 6).
2. THE WHEELCHAIR RAMP SHALL BE LOC:AW4 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 CROSWALK SHALL BE 10 FEET UNLESS A GREATER WIDTH IS REQUIRED TO ACCOMMODATE THE PEOESTRIAN
TRAFFIC.
4. STOP BARS SHALL BE USED WHERE IT 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 MINIMUM OF 20 FEET BACK OF PEDESTRIAN CROSSWALK.
6. ALL PAVEMENT MARIONGS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DLmCES
PUBLISHED BY THE FEDERAL HIGHWAY ADMINISTRATION, THIS IS AVAILABLE FROM THE SUPERINTENDENT OF DOCUMENTS, U.S GOVERNMENT
PRINTING OFFICE, WASHINGTON, D.C. 20402,
GUIDELINES FOR
WHEELCHAIR RAMPS
and."
r INSULATED �
F1BEItGULSS USC APPROVED REDUCED I I
I COVER PRESSURE ZONE (RPT)
12- im
_ ASSEMBLY�W PREVENTER I I
I I FLANGED I
I I COUPLING DRESSER I
I I & ADAPTER COUPLING I
I ! I I
I
SLOPE TO SUMP I I
FINISHED GRADE - " y', �. FINISHED GRADE
\Y\W��T REQUIRED FOR ALL�,�� •� �� \�� `��/
SERVICES OVER 1" DIAMETER.
NOTE: USC APPROVED BACFLOW
PREVENTERS REQUIRED ON ANY SERVICE
DETAIL - BACKFLOW PREVENTER LINES OVER 1" DIAMETER.
�"T�, USE USC APPROVED MODEL.
FEBCO MODEL 880 MASTER SERIES B'RPZ
AND 4'RPZ OR APPROVED EQUIVALENTS
A�-b� STOP
STOP SIGN
6' TO 12' '01
2" PIPE STANDARD
INFORMATION
2'-8" Still
N THCIUT CURB 0'-6" 12 MIN.
OR Gl1TTER PARKING
08AM-6PM
CHESTNUT ;PIPE h 15.00 FINE
20 D'-6 3/4'
(SEE NOTE)
MN. 'D WITH SLOPE -FACE
2' -0"
do CURB
WITH CONCRETE Cul1e GUTTER STANDARD
ML:
SIGN INSTALLATION
LOCATION
NTS
aB1rIs,B4w
1/2' WITH EXPANSION
PRE CAST CMNCRETE ANT YATEPoAL SUJIDARD CATCH
SLAB. SEE SLAB
DETAIL BASIN TOP & LEGS. I_.._ A -
S02- 1 4-0
�8" BRICK WALL
TYPICAL VARIES AS REQUIRED
CONCRETE OR
GIRMT INVERT
O,-6"
A& ass MODIFIED CATCH BASIN FOR PIPES
LARGER THAN 244NCH ENTERING
THE ENDS) OF THE BASIN
4'-0" NTS
SD240
�! VA
SEE OBSTRUCTION DETAIL .'
SIDEWALK hF AD(VAR)
PLAZA(VAR r
SEE NOTE(TYP
VAR VAR
10' MIN
PEO - X-ING
SEE. NOTE 2(TYP
ALi
TYPICAL LOCATION OF WHEELCHAIR, PEDESTRIAN LRMWx5 ac_STf,1pQgg,^
GUIDELINES FOR
WHEELCHAIR RAMPS AND
DEPRESSED CURBS(A)
1/2' EXPANSION JOINT 1/2" EXPANSION JOINT
B STRIP
F CURB
PED-X-ING
PLAN VIEW WHEELCHAIR RAMH
GUIDELINES FOR
WHEELCHAIR RAMPS AND
DEPRESSED CURBS(B)
mu
elm"=
BACK
sla�wALK
4'-0"
3'-4'
4'-0"
VARp.l
yAX
VAR
VAR
4- 3OLF MINIMUM - 4" PVC SLEEVES
TO BE INSTALLED AT DRIVEWAY & ALLEY
ENTRANCES FOR NON -MUNICIPAL
UTILITIES, AND NEW ROAD INTERSECTIONS
A' _
o PRIVATE DRIVE
pQEWALK OR
)DEW LK AREA o
B SIDEWALK SECTION B
!\ f
`XPANSBON JOINT 1/2-
PLAZA \ DRIVEWAY APR I PLAZA
` .� EXPANSION JOINT 1/2" CURB RETURN
{ CURB
0'-6" I
V-6" 5' (1.5m) MIN.
RESIDENTLAL
A 13' (4.Orn) MIN.
h OTHER
L RlCHT TURN OUT RIGHT TURN 1N
EXPANSION JOINT 1/2" EXPANSION JOINT 1/2"
PAVEMENT PLAN
STANDARD DRIVEWAY
DETAIL(A
)NIT.
VARIABLE
FINISH PLAZA GRADE
1 fi' 3'- 0" 0 -2 1 /4 PER 1'-0"
1 4
0-6" ,EXPANSION JOINT
12'-0' MIN
01_ 6" VARIABLE
6 0'- 2'
D'-6"
6' CONCRETE
SECJ.1.�1.. B_B
STANDARD DRIVEWAY
STANDARD WATER VALVE BOX
CONCRETE SIDEWALK N COVER MARKED C.O.
CONCRETE CURB & GUTTER
I
- CLEAN -OUT .'
SEAL CLEAN -OUT
STACK W�DUCT TAPE EXTRA HEAVY SOIL PIPE
(SE NOTE 2) 1/8" BEND
PLUG W/6- SINGLE TEST EWER MAIN
PLUG W/WING NUT EXTRA HEAVY 6"
(SEE NOTE 2) SOIL PIPE
NOTES: 6' TAPPING SADDLE
1-SEWER TAPS TO BE PERFORMED BY CITY TEE OR WYE,
CREWS EXCEPT WHEN TEES OR WYES ARE (SEE NOTE 1)
INSTALLED IN NEW MANS LAID BY THE
CONTRACTOR.
2-THESE ITEMS SHALL BE INSTALLED WHEN
NO HOUSF CONNECTION IS MADE AT C.R.
GUIDELINES FOR
STANDARD CLEAN -OUT
SANITARY SEWER SERVICE
Mire
edge/ ALSO Some
REV. NO. REVISIONS DATE
Copyright ✓R Hwmw Devir SrwcaR P.A„ ATI rots mwe d. Rwrvducfian or uee of the cantonts of then document, ar a"Wne w dKWiene to Hus
abcalnenL AnwAaA or port wFMIMrt .rTtran eansait of rh. tond SWwyvr or EAgineer, is Pf*AbHed Daly cgoles A'Om It* *Vb01 Of frVs doaw*dAL
meshed wRh the aNgAld sowtwt wd wand seW of the SiUnVy w or Enphev, 00 6e eonsldered to N mW and &W 00pMet
DETAIL(B
wm
9994=
V ASPHALT
TYPE -I'
EXISTING PAVEMENT N.C.D.O,T. SPEC. EXISTING PAVEMENT
6" COMPACTED MARL BASE
(D.O.T. REQUIRES B")
1'--0'
DITCH LINE/ DUTCH LINE
PIPE
NOTES:
• BACKFIa TO BE INSTALLED IN 6- LIFTS MAXIMUMIJ AND
COMPACTED TO A MINiMU DENSITY OF 6511 AS DETERMNED
BY THE MODIFIED A,A,S.H. ,Q, STANDARD METHOD T-00
• CUT - BACK TO BE PREP RED AFTER TRENCH BACKFILLING
AND COMPACTION
PAVEMENT MIDAIR
WHEM PIPE INOrrALLM
STANDARD ALU D"
HANDICAPPED PATa M
SIGN TO READ-
NAXIIW PENALTY SIGH
'RESERVED PARKING'
rX rX .]Be STEEL TUBE
WITH IDENTIFICATION
EXTENDED INTO CONCRETE -
SYMBOL. DBkT TO STEEL
F1LLE111 PIPE 24'. PROVIDE
TUBE WITH 3/B' CAONiUI
WELDED VATER1IGHt GAP,
PLAIED NUTS DOLTS,
PABNT WITH P&L lie
AND WASHERS
ZLACK COFFEE'
PAINT PIPE BASE No
NOTE- SIGNS MY BE
YELLOW
OBTAINED FRI3%
B'BEASTEEL PIPE
C D SAFETY
FILLED WITH CONCRETE
4TH AVE:IBE N
NASHVILL. IN
PAVEMENT
615-r'53-2717
r-6-DIA.
CONCRETE
rASE
16 ➢IRS x t4•
LONG EACH WAY
THROtlirH
PIPE
/
B•
HANDICAPPED PARKING)
SIGN DETAIL NTS
B" CONTINUOUS CONCRETE COPING
FRAME A CRATE
7-
FRAME AND ORATE
4'
DEWEY BROLN&CH-BN-SA
OR EOUAt
PRECAST
CATCH
I
`f
IiII�I�
BASINRETE
1
LU
MIMI
REINFORCING
SECTION IAFW 04 BARB • 12'OC kW FILIAL 1/IEW
IN la'ADMtOii LOT W
DTBIr l�11S fitPi� ow�r
B✓ ra•
1 DENEY a4QS NO.. QY-BAI-.iA
a� r a_I M? e-i litt9P Ef,IUIYALENi
AIMMUM AVFRACc NE/AYI
T fRAAIE 19S L6S
GiPAIF 145 LBS
>~ .SECAGW "A -A"
a
1/2' 0'-51/4'
n
h
3 3/1' B
n I�If 7��4
BJ ;�
0'-B 1/4' 1'-4 I/L' 0-B I/4 SECTICiW "�-B"
b
D/ff-
PLAN
GRILL BASIN CASTINGS
N.V.&
r STANDARD DETAIL SHEET
Stevenson Honda and Acura Addition
LOCATED IN THE CITY OF WILMINGTON WILMINGTON TOWNSHIP
NEW HANOVER COUNTY NORTH CAROLINA
x+ems' po
L�H.CARQQ /''' ,,.
�V .� % �'•� J;.
a SE AL
20007
o -.:.NCI NEB:
qt, ,,.-
dhollis 0 hdsllm.pom
OWNER: JOHN 0. STEVENSON
B27 SOUTH COLLEGE ROAD
WILMINGTON, NC 28403
910- 395-1116
HANOVER DESIGN SERVICES, PIRA.
LAND WRYEYORS• ENCWL-fn d' LAND PLANNrR5
319 WALNUT STREET
WIL
1MMINGTON, N.C. 28401
PHONE: [phone]
lo
Dote:
10-20-05
Scab:
AS SHOWN
Drawn:
DSH
Checked:
GA W
project No:
11032 p5
Sheet No:
5
Of;
11032-pS KodeL (1)t 150004 10/14/ZU05
Stovenson.pdf: 11:35:18 11/18/2005

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I S PLAY 045° 45" 11'-3 1/2" r' PARTS DISPATCH
103 t1/2" 24 1/2, MGR.OFF. OFFICE
----- - - - — — 1 114 14A 13A 113 1 ❑
GLAS
12" GER ,_Oa 1011011 tS 0 WALLS DRINKING
WIDTH 3$ '-3 112 11 N FOUNTAINS I I 13'-3 1/2" 111-71/2"
_--- -_-- INTSI 6 ROU D NOTE 4
- NOTE 4 I 5TL C L. CDRRI OR1
NOTE 4 Vy 107 7A
1 CEILINJ LINE J! 09
BOVE ERVICE 0aA pA NOTE 4 r
BUSINESS SERVICE SERVICE
I �DVISO S toA 11N NOTe 4 LIVE -TECH
I � � NOTE 5 ASSISTANT
s 6" PVC ROOF 105STORAGEWORKROOM
F- A7 CENTER MANAGER , MANAGER
— _ CID w DRAIN ABOVE 1 109
_--_ - NQ E s 108 110 0 111
/ --- �----- -----_ __ -f-- --_-_ -- - --- -- - ---_-
-- ---- NOTE S NOTE 4 NOTE 4 NOTE 4
N 2
LID
�/ ------ 18'-D�,fllitS-- ------ I 5/� -- NOTE 4 NOTE 5
— — — — -
A — — _._._...... —
D -- 05 - J
_ _ __. 06 '-1i 1!2" 2 -1" t '-11 1/2"
4 1/4" 0613
_ I 1 1-6 1/2" 11'-1 2"
go
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NOTE 4
31A C�
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� I
/ / /' ♦ ♦ , �` Ai• . , / I I I DOWNSPOUT J
71_On
FOR ROOF Jr
/ / ,� ♦ / ,� / / ,� / • I I I o
FIRST I WRITE-UP EXIT
/ ♦ / /, / / , ', ' / / ' / / / ♦ / — — — — — _ �-- — — — — — I ATTIC
STATION I 208 I oa DN
FLOOR PLAN _ _ _ _
f/ / /♦ ,/ / // ,/ / /♦ ,/ / I 06E I F—A06F—-
/ SCALE 10 = ?'-0" � I I I 1=J1 L
♦ ♦ / / ♦ ♦ / / `° - I SERVICE I NOTE 10 1 MEN
?� qs I I RECEPTIOi aA6 I VENDIN 30 I 1`. 207
System No. C-AJ-1249
F Rating---2 Hr
T Ratings-0 & 1/4 Hr (See Item 2)
�J
SECTION A -A
1. Floor or Wall Assembly —Min 4-1/2 in. thick reinforced lightweight or
normal weight (100-150 pef) concrete. Wall may also be constructed of
any UL Classified Concrete Blocks*. Max diam of opening is 6 in.
See Concrete Blocks (CAZT) category in the Fire Resistance Directory
for names of manufacturers.
2. Through -Penetrant --One metallic pipe, conduit or tubing installed
either concentrically or eccentrically within the firestop system. The
annular space shall be min 0 in. to max 1-1/2 in. Pipe, conduit or tubing
to be rigidly supported on bath sides of floor or wall assembly. The
following types of pipe, conduit or tubing may be used:
A. Steel Pipe—Nom 4 in. diam (or smaller) Schedule 5 (or heavier) steel
pipe.
B. Copper Tubing—Nom 3 in. diam (or smaller) Type L (or heavier)
copper tubing.
9
C. Copper Pipe—Nom 3 in. diam (or smaller) Regular (or heavier) copper
pipe.
D. Conduit—Nom 4 in. diam (or smaller) steel electrical metallic tubing
(EMT) or steel conduit.
T Rating is 1/4 hr Items A and D, 0 hr for Items B and C.
3. Fill, Void or Cavity Material* —Sealant —Min 1-1/4 in. thickness of fill
material applied within the annulus, flush with both surfaces of floor or
wall.
DAP, Inc. —DAP Firestop Sealant
*Bearing the UL Classification Marking
FIRE RATED
K_4_ PENETRATION
"I) SCALE' NONE
106 I MACHI S
LWRITE-UP J BREAK ROOM �,
I ------ STATION L—'— --- - 0 � Q3 � o
= ---
t ---- LID me
CANOPY
OVE
EXTERIOR
METAL STAIR
L/L- I MIL. OULL.L/L17 V I W I r_
36" RAIL 03 , NOTE 4
d' ELEVATO 7'-8"
I a I I a A6 i
WALL HT. NOTE a
I I
L � NOTE 4
N 4-8 1/4" 4'-8 1/2" -8 112" $'-0 1/211
- u E`LEVATOR'r
COMPUTER
�- — 121-011 E❑ 24I-0" ® 121-011 V C NFERENCE MACHINE
E EQUIPMENT
GLASS
2 2 VIEW TO ROOM o 218 18A ROOM
54'-0" A6 48'-On A$ SHOWROOM I 210 u 217
a
a �
U
0
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--
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I ITYPICALI -
I
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SERVICE
BAY
25'-0— j ---FIRS—DE � 2cj�_Du REVISION KCY DA'
CONNECTI
26'-8" as
SEE GATE
DETAIL 3/A4
FIRE SPRINKLER O
SYSTEM RISER
0
TOOL ROOM a > I AIR
135 I ,a COMPRESSOR
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3 YEAR I
FILE STORAGE - P
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GENERAL NOTES: I !
10A � � � ; � � � �J.2
1. DIMENSIONS ARE FROM FACE OF STUD, FACE OF HANDRA LS J, 17A 19A—'� li 4
Design No. ngoS COLUMN, OR CENTERLINE OF COLUMN. nA STAIR CORRIDOR 2 HOUR
Af
Bearing Wall Rating—2 HR. I 21-10 3/41DOWN I =� STORAGE FIRE WALL
Nonbearing Walt Rating--2 HR 2. INSULATE ALL WALLS & CEILINGS AT ROOMS 1081 20'-10 ]/2" 202 9'-3" 5'-9 RACKS
110 111 120 121 128 129 206 207 211 213. r BUS NESS I BY VENDOR (HATCHED( I
POWER -ACTUATED —� ---- -----` --o-- � 1 r 1 r 1 E 1 E 1 0 d, MA AGER 12A 145 16A
;o
4 77
FASTENERS 24" O.C. r `'` i `D;:Q a 11 N fl �'
�} nl toil,
7-s1lr hQN. 3. 6 METAL STUDS AT 16 O.C. AT PLUMBING WALLS. 1300-LB SHEAR] ,n j- �.yJ''' '...0`M CURRENTANCHDR SECURELY ;....1.�,J.:.::. .. ....: , . > _ u_ FILES 14 UMN
TO STUDS 4 rsorizoncol Section 4. STEEL TUBE COLUMN -SEE STRUCTURAL. I - SUPPLY o et!
216
FE
USG STEEL 111 1'SHEET-I;OCK" 1. Concrete Blocks* —Various designs. Classification D-2 (2 hr). 5. 6el DIA. STEEL COLUMN -SEE STRUCTURAL. 14A 215 I I
BRAND GYPSUM See Concrete Blocks cate o for list of eligible manufacturers.
�J-RUNNER SHAFT WALL LINER ry g 6. 6" PVC ROOF LEADER. ACCOUNTING N
3 8 in thick, of less
13A
2. Mortar —Blocks laid in full bed of mortar, nom. h ck of n MA
than 2-1/4 and not more than 3.1/2 parts of clean sharp sand to 1 part MANAGER
\ Portland cement (proportioned by volume) and not more than 50 percent ], 3 lj2" METAL STUDS AT 16" O,C, WI 5j8" GYP. BD. � 'L
USG STEEL 4" 20 GA C-H 3, hydrated
lime ft cement Cement Stucco or Gyp um PlasVertical ter Addoints a112ehr to classi- EACH SIDE rSr GATT. INSUL. WHERE NOTED. SEE I WINDO
STUD 24" QC, fication if used. Where combustible members are framed in watt, plaster NOTE 2.
or stucco must be applied on the face opposite framing to achieve a max.
' - Classification of 1-1/2 hr. Attached to concrete blocks (Item 1).
5j$"` "SHEETROCKI 4. Loose Masonry Fill —If all core spaces are filled with loose dry expanded S. SHAFT WALL SEE 5/A1.
SEALANT slag, expanded clay or shale (Rotary Kiln Process), water repellant
\ BRAND GYPSUM PANELS, vermiculite masonry fill insulation, or silicone treated perlite Loose fill g, COORDINATE SHELVING TYPE WITH OWNER. -
FIRECODE C COR$ insulation add 2 hr to classification. PAX I COPIER
5. Foamed Plastic* —(Optional -Not Shown)-1-1/2 in. thick max, 4 ft wide
sheathing attached to concrete blocks (Item 1). 10. SEE SHEET F-1 FOR CABINET AND MILLWORK WORK
1-HR. FIRE RATED ASSEMBLY ISEE NER 2581 Celotex Corp. —Type Thermax X
*Bearing the UL Classification Marking ITEMS. ❑
COUNTER
1 HR RATED
r PRINTER
5 SHAFT WALL FIRE RATED WALL SECOND - - •1�m -I-tL
A� 2 FLOOR PLAN
Al SCALE: NONE SCALE NME 12f-8" 0 W-4.11 C
Al SCALE:118" R OF BELOW,
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❑ D 0` I
ACCOUNTING OFFICE o 6" MTL
I 10 WORK STATIONS STUD
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107'-1 3/4"
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76'-9"
23'-10"
6'-10"
7" 22'-'
0
LOCKERS
— —
—
o
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133
ROOM
132
33A
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BAY
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STORAGE I I
BINS 15A
BY VENDOR SERVICE
--_—__—_—____-- AREA
NOTE 4 SWELVE5 � 131
NOTE 4 16 1
TECH
1
I REFERENCE
PARTS
COUNTER
SERVICE
MANUAL
VESTIBULE
SHELVING
11
R
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NOTE 4
r-
I
FIRE
146 SHUTTERS
NOTE 4
PARTS DISPATCH
MGR. OFF, OFFICE I R
114 14A 13A 113 I ❑
13'-3 1/2" 11'-7 1/211
CORRI OR
5-0-7-1
7A
A 11A NOTE 4 12A NOTE 4 1
LIVE -TECH i 16
SERVICE WORKROOM
v, MANAGER 112
p 111 NOTE 4
NOTE 4
31A
0
1 11 112" 11- 1/2" ptANTtN1� `
2" 13'-2 1/7,11 IJ101- ,1v14'-5" I.
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HHWIDTH
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1 21 22 1 23 24 I 25 26 I 27 28 I 29 30 I 31 52
12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 12'-6" 124-6"
2 1 FIRST FLOOR PLAN -
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2005 A2

REVISION I KEYj DA
METAL ROOF PANELS
BY STEEL BUILDING
SYSTEMS PROVIDER
METAL WALL PANELS
BY STEEL BUILDING
SYSTEM PROVIDER
GUTTER BY STEEL
BUILDING SYSTEMS
PROVIDER
DOWNSPO
SECII
12
— --, .5
LUMINUM
JTS
IND
IR
IETAL CANOPY
FIRS
PLO
T
/ = OR
BRICK
VENEER
2 SIDE ELEVATION
Al SCALE vw--i-0m
s1 SIDE ELEVATION
12
.5
)ND
3R
IT
a SIDE ELEVATION
Al scue va--eo
SECOND
°LOOK
SIDE ELEVATION
SCALE V8"=f-0"
DOOR SCHEDULE DETAIL BUILDING
DOOR
FRAME
REMARKS
NO
SIZE
EL
(1)
I TYPE
(2)
FIN
(3)
GLASS
(4)
RATING
(5)
MAT'L
FIN
101 A
25' X 10'
M
STL
BL
STL
BL
101E
12' X 10'
M
STL
BL
STL
BL
101 C
25' X 10'
M
STL
BL
STL
BL
101 D
3'0"x7Vx1 3/4"
E
AL
BL
G1
AL
BL
101E
26' X 10'
M
STL
BL
STL
BL
101F
26' X 10'
M
STL
BL
STL
BL
102A
3'0"x7'0"xl 3/4"
A
AL
BL
G1
AL
BL
102B
3'0"x7'0"xl 3/4"
E
AL
BL
G1
AL
BL
102C
3'0"x7'0`xl 3/4"
B
AL
BL
Gl
AL
BL
103A
3'0"x7'0"A 3/4"
H
FWSC
ST
HM
BL
104A
3'0"x7'0"A 3/4"
H
FWSC
ST
HM
BL
105A
3'0"x7'0"x1 3/4"
H
FWSC
ST
HM
BL
106A
3'0"x6'0-xl 3/4"
H
FWSC
ST
HM
BL
202A
(2) 3'0"x6'0"xl 3/4"
H
FWSC
ST
HM
BL
FINISH SCHEDULE DETAIL BUILDING
NO ROOM FLOOR BASE WALLS CEILING CLG HT REMARKS
101D
DETAIL AREA
P-4
P-1, P-2, & P-3
P-1 SEE 2 A90
12'-9"
SEE 11/Al2
102D
WAITING
CT-1
CB-1
P-1
AC-2
103D
OFFICE
C-1
C13-2
P-1
AC-2
10'--O"
104D
TOILET
CT-3 & CT--4
CB-3
WC-2
AC-2
8'-0"
105D
TOILET
CT-3 & CT-4
CB-3
WC-2
AC--2
8'._0"
106D
STORAGE
SC-1
P-1
P-1
VARIES
201DI
STORAGE
SC-1
P-1
P-1
VARIES
1. SEE SHEET All FOR FINISH MATERIALS.
2. SEE SHEET A13 FOR DOOR & FRAME ELEVATIONS.
2. TYPE
3.
FINISH
4. GLASS
5. RATING
6.
MATERIAL
AL
ALUMINUM
BL
BLUE
G1 CLEAR/BRONZE TINT
3/4. 1, 1 1 /2, ETC
AL
ALUMINUM
FWSC
FLUSH WOOD SOLID CORE
PT
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HM
HOLLOW METAL
HM
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ST
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IN HOURS
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DK/BR DARK BRONZE
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WH
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G4 WIRE GLASS HOLLOW METAL FLUSH WOOD
4" HEAD ALUMINUM DOOR & GLASS SOLID CORE
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ALUMINUM 1
FOREFRONT
A B
DOOR ELEVATIONS.
3 2
STEF1 CHANNEL Al
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H
EQUIPMENT LOCATION
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O 400 WATT LIGHT
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STEEL METAL CANOPY Nv 100'-0"
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STEEL I 01C me' u o16 u flTA
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