SW8030620_APPROVED PLANS_20040728

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW g�&ao
DOC TYPE
�* CURRENT PERMIT
CAPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
�l1Za�
YYYYMMDD

Landscape Calculations: Note: There are no regulated
trees on the development site.
Access Easement Streetyard - Req'd.
65 I.f. frontage - 24' driveway
= 41 I.f. x 25 (CS District factor) 1025 s.f.
0 1 tree / 300 s.f. 3
® 6 shrubs / 300 s.f. 21
Parking Area Interior -
2584 s.f. x 8% 207 s.f.
0 1 tree / 144 s.f. 1
Foundation Plantings -
® 20' hgt. x 45 width x 12% 108 s.f.
Bufferyards - (n/a)
Overall Site -
1.3 ac. tract area x 15 trees/ac. 20
Prov'd.
1100 s.f.
464 s.f.
282 s.f.
- Streetyard
Interior
*;•�•;�; -
Foundation
Planting
O
Planting
'.'.'.'.
Planting
Areas
Areas
Areas
Development Notes:
1. All development shall be in accordance with
the City of Wilmington Zoning Ordinance and
Subdivision Regulations.
2. Existing sanitary sewer service is currently available
to the site from public systems.
3. Water service shall be supplied by an on -site well.
4. All site lighting shall be located and installed
so as not to shine directly onto residential premises.
5. Mechanical equipment & trash receptacles will
be screened by an opaque fence.
6. All signs and pavement markings in areas open
to public traffic are to meet MUTCD standards.
7. The contractor is responsible for the location
and protection or existing utilities during
construction. Call U-LOCO at 1-800-632-4949.
Contractor is responsible for the repair and replacement
of any utilities, curb & gutter, pavement, etc. that may be
be damaged during construction. Damaged items shall be
repaired to at least the quality or workmanship found in
the original item.
S. No wetlands exist on site.
9. All roof draws are to be routed to the infiltration system.
LUT'___,
f 7 -tm--A
SUMP UNDISTURBED
BOTTOM CHANNEL BOTTOM
CROSS SECTION
MATCH EXISTING
SSMH
ASPHALT GRADE 33.0f l� (60' Public R/W)
INV 26.4 Hunters Trail
x
.. .. .. f x
� + EXISTING SMALL INFILTRATION SWALE x
`32.8± SPILLWAY ELELATION - -
TSF I
1 x
x
A
TEMPORARY GRAVEL
I I I CONSTRUCTION ENTRANCE !
APPROX. LOCATI �$ LIA�'k I `�
OF EXISTING STONE I I } 1
DRr /EWAY I r 1 >1
to I Existing �� I
ZF_ k I 1 Building
I� Iin
MID 00
/f
� �� t�
x
24" TYPE "H" CUR a 10 I f � � Linda F.}
3 I Robison, Trustee i
OD � � x ' � 2E99-1f014 �
I ONCRETE FLUME D.B \ I I 1
W/10'x10'x12" ED(TYP.)
lip I Zoning \PistriGt: CS
Land Use:\ Auto Shop
Q.) I 24" TYPE "H" CURB
Q) I \ I r
APPROX. LOCATION I �"I 10.` I cn ` !
OF EXISTING STONE I PROPOSED 3:1 GRASSED SWALE 0 0.0%
DRIVEWAY � � � I � TO PROVIDE STORAGE FOR INFILTRATION
I pa, i I Existing
„ Building
X
N x'
50' TEMPORARY
�_I I CONSTRUCTION - -
I ENTRANCE
I N 80056�' E
TSF
• •rye
�• �,
�, �,���,�,+
►�.� r`��I �►I Ear
- PROPOSED
�i��IOjOI�►�, .i
I NV • : 3400
STANDARD CITY
-GATE (20' X 170')
COMMERCIAL
i SSPH
FIN. FLOOR ELEV. 35.0
1RIVENAY APRON
OP 31.1
1INV 24,51
ff! 1101M I
APPROX. LOCATION
OF EXISTING STONE
DRIVEWAY
► ��
PROPOSE
►��'I`�,TWO STOR
0 1. MINI X►�i►� i�/
MIN. Buffy
H-W Acquisition
11 Company. Inc.
Or
IN
D.B. 2350-494 1 1 00� Mpg 11
Zoning •
.. Use. Trucking Co.
TEMPORARY SEDIMENT TRAP TABLE
NO.
ACRES
REQ'D
PROVIDED
L
W
D
1
0.12
216
300
15'
SEE PLAN SHEET FOR LOCATION
STONE SECTION A -A
NOTES:
1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST,
SUMP SECONDLY.
2. SEDIMENT TRAP HEIGHT TO BOTTOM OF SPILLWAY
WILL BE NO LESS THAN TWO FEET.
3. SPILLWAY DEPTH SHALL BE ONE FOOT.
4. STONE FACE SHOULD BE NO LESS THAN 6 INCHES
MEASURED PERPENDICULARLY FROM THE FACE
OF THE LARGE STONE.
5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF
900 CF OF SEDIMENT STORAGE.
6, DEPTH OF SEDIMENT IN SUMP WILL BE CHECKED AFTER EACH
STORM AND CLEANED AS NECESSARY RAIN, ONCE EACH 6 MONTHS).
7. REMOVAL OF SEDIMENT TRAP WILL BE DONE IN SUCH A WAY
AS TO LIMIT SILTATION,
TEMPORARY SEDIMENT TRAP DETAIL
NTS
•
Graphic Scale
20 0 10 20 40
DI No. 3 -
RIM 33.75
I I � INV 30.8 ,
I
IW
s
W I I a I ROPOSED x
a BUILDING
1900 SF
_ ! P'
a O'X95') 11
m ! F.F.E. 34.75
j N It °
X
15'x200'
PROPOSED BUILDING
4500 SF
(30' X 150')
FIN. FLOOR ELEV. 35.0
X =&
PROPOSED BUILDING
4375 SF
(25' X 175')
FIN. FLOOR ELEV. 35.0
11P
i1k(12" CPP
h
/-8"x5' LATERALS
0 10' O.C. (TYP.)
/
6EnDI
No. 8
RIM 33.7"
INV 30.8
CD
Ln
N
8"x5' LATERALS
® 1 o' 0.0. (TYP.)
.y00
>�
1 No. 7
RIM 33.7`i
INV 30.8
� o
8"x5' LATERALS .y
® 10' O.C. (TYP.) I No. 6
RIM 33.75
X r"�°i' INV 30.8
-4- JA
n /f
Pope Wade etal
D.B. 1085-880
Zoning District: CS
Land Use: Service
Fox
Site
I Vicinity Map
(No Scale)
SITE DATA
PROPERTY ADDRESS: 410 CANDO STREET
TOTAL AREA
1.31 ACRES
ZONING
CS
BUILDING AREA
21,375 SF
PARKING SPACES REQUIRED
2
PARKING SPACES PROVIDED
4
ASPHALT AREA
25.215 SF
CONCRETE AREA
88 SF
AREA OF DISTURBANCE
1.61 AC.
APPROVED
L' I CAROLINA ENVI11MM ENTAL
F.r.'-LAGEMIIE>vr cc:.I�.lsslaw
�* ,n Ci y i5:-','1 OF WATER V IALITY
r O
8"x5' LATERALS
® 10' O.C. (TYP.) � ti Ul; 016(A
I DI No. 4 - 1 No. 5
RIM 33.75
1 INV 30.8 ; CPP
I RIM 33.75
INV 30.8
I
"
LiJ
f' 15'x20O'x2' INFILTRATION RENCH �6
PROPOSED BUILDING 1900 SF C]
Ir
1 0
f � �
ONCRETE h _-_ _ _ _ _- _ s ,
DUMPSTER PAD ti - j - - -- --
PROPOSED 5:1 OPEN, GRASS SWALE
-= - ..TSF
,F X "� -- --TS
Q ,F-._. „--
TST No. 1 U4 r 9
40' UTILITY EASEMENT
I
H-W Acquisition n/f
II Company. Inc. Zoning District: CS Oakwood Mobile Homes Zoning District: CS
D.B. 2350--494 Land Use: Trucking Co. D.B. 1663-1002 Land Use: Sales
PROPOSED BUILDING
3500 SF
(20' X 175')
FIN. FLOOR ELEV. 35.0
REVISIONS
Description By
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LEGEND
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EXISTING CONTOUR
%<<••'••�rrl�`••'•''\��;
x
EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
DROP INLET w/INLET PROTECTION
DATE 10-15-03
+-
STORMWATER RUNOFF DIRECTION
DESIGN PGT
CONCRETE AREA
DRAWN JLR
(175)
LANDSCAPING w/AREA
-
LIMITS OF DISTURBANCE
C I
SHEET 1 OF 1
T, 01 139
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SITE WORK NOTES
1. THE CONTRACTOR SHALL VISIT THE SiTE AND BECOME FAMILIARIZED WITH EXISTING LL I- VALLEY LL '� A
ADJACENT aA;YVE
CONDTiONS BOTH ON AND IMMEDIATELY AENT TO THE SITE. O ZCURB O Y
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS w (BEYOND) C
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. W w S)'AETVALK R SEE PLAN FOR PIPE
� � CONCRETE � 3 �' AREA ORIENTATiO
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, d > O
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC w a FLUME F TOTCH SAXgpcx
sEc oN _ _ _ _ _
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMIT'S OF CONSTRUCTION. 1 2% SLOPE s
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNiCAL REPRESENTATIVE To TO COORDINATE REMOVAL OF ANY SOFT AREAS. -r *:••�.: :::'�. ::„::- ,y � E7pA+S10N "A7 1�2•
5. DISPOSAL CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE oa°ea0000°°° o REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. CASTING
6. FiLL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT. I I NOTE: USE NEENAH
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A p�AY BALANCED ° MIN. COMPACTED AaLAZA AY�Lzn R-3402-E FOR CATCH
BASINS AND R-3402
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND STONE I I FOR YARD INLETS
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES. 7
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE CONCRETE FLUME SECTION A -A CONK. COLLAR
PROPERLY PERMITTED FACILITY AS REQUIRED. av Cry -------
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL NTS A
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS 4r-C,. I CURB
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
VAft
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL. OF " � » w 15n, PLAN
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. S 3 _O 6 F3' (4.t)Yn) o
CONC. COLLAR 1 -O VANfr AS
PAVEMENT
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ P ENT ExA�4AA�SRON RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WiTH EXPANSVOV .AaNr 112' A
APPROPRIATE PERSONNEL
A BOW
ELEV. VARIES
11. EXISTING SURVEYING PERFORMED BY HOBBS SURVEYING AND SUPPLIED BY THE OWNER. -.,�.. '.
12. THE CONTRACTOR SHALL FiELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE to e
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER -� �•. NNAAMBIL
PRIOR TO INSTALLATION. r !_ »` _' "- ���XNNSM
A�L,IzAwm, g'-D' 2' O" 3 " CEMENT
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT ~�-... '� , _p P STET CASING
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.°o°°°°°°°° °ea °e e°°°e°e°0°e°°°eao°o°e
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MiNIMUM OF 36' COVER :1=��T`T7Y ° '7Yi�0! I' "°IIg"° °"_-� - s' Jow
BRICK MASONRY
AT FINAL GRADE. 11 MITI -1 i i I I iTi l i I� i 1-1 i i I I- SCC77ON A A FLOW i
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY 4e A VAIPLABLE
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. 3" MIN. COMPACTED STONE B'1 : • p• 10 -
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING CONCRETE FLUME DETAIL
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS s' ' 3000 PSI CONC. oD
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WiTH NCDOT sL17MCR
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. NTS SECTION B-Q
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT -1 NOTE:
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE STANDARD DRIVEWAY DETAIL DROP INLET TO HAVE SA11iD
SLOPED TO DRAIN AWAY FROM 18. CONCRETE STORM DRAINAGE PIPE BUILDINGS
SDHALL BE CLASS1MI WITH RUBBER GASKETED JOINT'S SECTION LEM TRAP OPENINGOAS FOOTING
AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS. AfM
19, USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A DROP INLET DETAILIN,
CHLORINATED RUBBER ALKYD, F5 TT-P-115, TYPE NI, FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING. w R/V NTS
20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE 7' 3' 1 17'
STRENGTH OF 3000 PSI O 28 DAYS - AIR ENTRAINED.
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR. !0' A�IV-A4TliVICIPAL
CONSTRUCTION SEQUENCE UTILITY EASEMENT
2' SAND CLAY
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE. SILT FENCE, CHECK DAMS, ETC.
4. INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER
BEGiNiNG CONSTRUCTION.
5. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE. SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL
6. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
7. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
8. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
9. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO LATER THAN 15 DAYS AFTER DISTURBANCE.
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
10. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
11. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
12. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
MAINTENANCE REQUIREMENTS
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET NTS
BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND INLET PROTECTION
AMEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
2" TYPE 1--2 (NCDOT)
f7 - 8" ABC STONE (NCDOT)
LATE WINTER & EARLY SPRING
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE
Annual mine=c (Kobe in 120
Piadnlant Plain,
and Coastal
Kaman in Mountains) 50
NOTE:
PAVEMENT SECTION MAY VARY
be lta„do � ".nw':° '""" °u'ott°" ar'�,�«�y �,.' as "°t to "n°"'
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
SEEDIiIIG DATES:
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
MoantoTn. -'telw 25W 1t: Feb. 15-Amy is
Below 2500 fi Feb. 1-Noy 1
ACTUAL PAVEMENT SECTION.
_
�`°'
Pla�,��D:a.�Apr.'S
PAVEMENT SECTION.
SOIL AMENDMENTS
Follow ►ewwrlar Tall" of sail tomb or apply ZOOI) b/mm ground agRcul-
NTS
turol linomtom and M Ib/acre 10-10-10 fertmier.
MULCH
SPRING -SUMMER
PERMANENT GRASSING DETAIL
APIMi.Y 4.000 LB/A1C1E SFTMIW. ANCHOR smw BY TICKING WITH ASPFMLT, NETTING.
OR A MULCH ANCHMING TOOL. A DISK WAIF, BLAM SET NEARLY STRAIGHT CM DE
SEEDING FIXTURE
USM AS A MULCH ANCHORING TOOL
IilA7E &/awe)
50
a
ReferUbe R growth Is mot fwiy adequate. Reesed, referuitze and m,Ach hn-
COMMON BERMUDAGIM
medTotely folowiag slan eroor other damage.
TALL FESCUE w
TEMPORARY SUMMER GRASSING DETAIL
SEEDING
.7F..MM MIXTURE
s
2. 115E COMMON 11M OnGRA S ONLY ON ISOLATED 91E3 1I M IT CMNDT BE-
MITE tb/01011.�
COME A PEST. BUINUDI MAY BE FEPLACED TRTH 5 1b/I iOiTIPMEORL55.
,;�,
CDl W MILLET 40
SEEDING DMES
M TiE PkDMONT Alp IIDUfTAiIS ASMALL-STEMMED SU DIIIH # M MAY BE
SUBVITUIED AT A RITE OF 50 LB/lam
APRIL 1 - JULY 15
SEEDING NOTES
SOIL AIIAENDMENTS
MOUITANS - MAY 15-AUK. 15
APPLY LOE AND FETTIILTZER ACCORDING TO SOIL TESTS. OR APPLY 3.000 lb/me
PIEGYONT - MAY 1-AAIG. 15
COASTAL PLAN - APR. 15-AUG, 15
GROUND AGRQCTuK LIIAESTl7FE AND S00 b/men 10-WIO FMZTLW.
90L AMENDMENTS
MULCH
FOLLOTURALW REOOALAEMDAT1750 OF SOLACR 7E515 all APPLY 2ODD LB/ACRE GTi011lID ACAtCUI-
TIIRAL LIAESIOIE MID 750 LB/A to-10-10 FtRILIZER.
APtRY r,Aocn ORAMI STRAINOR CKWAIDIT t�HL7I OF MOM SUITABLE
�jWp1gT Br TALRNG OR OR BY CTIIM
LMCFI WITH ASP,NLr. ROMINI, NEI1TNO
WITH A MIJLLYH MICHORNG TOOL A DtW WITH BLADES SET NEARLY STi0N1iFR CAN K
MULCH
USED AS A MULCH ANCHORING TOOL..
APPLY 4AN iB/ACK SARAN. ANI3IDR STRAW BY TAaaw wWM ASPIMIT, NEnw
OR A MULCH ANT3H01Aq TOOL A OL9K THIN BLMES SET NEARLY STPAI CNII BE
USED AS A MULCH NOD40RM TOOL.
TEFERRITE THE FOLLOWING Al WON 50 b acre NIROGDL REPEAT AS GROWTH
v71cyAAur+E
�E�L,��AL��
F� 7 G.1�I NCIE
REOUEES MAY BE MOWED ONLY ONCE A WHE E A 1FAT APPEARANCE B
FS6IRED, OMIT 9MWA AND MOW AS OFIEII AS Fes.
LIE BMUZE IF GROWTH 6 NOT MY ADEpII RESEED REFE1MM MID MULCH IM-
MI M MY FOULMNG i1TO M OR O,FER DAMAGE
FALL-W 1 ER
PERMANENT GRASSING DETAIL
TEMPORARY FALL GRASSING DETAIL
SEmm MIXTURE
SEEDING MDMUM
Z3. INNATE [Ls/eel 1
TOO OR
TALLTF�
�g Ime I�/mfAi
fFROYM VAERIET j 200
Rye (grain) 120
111E (mI) 25
SEEDING NOTES
SEEDING DATES
JANIJ RI' - APRL
MOUNTAINS - AUG. 15-DEC. 15
AUGUST - DECDER
COASTAL PLAN and PIEDMOFR - AUK. 15-DM 30
SOIL AMENDMENTS
SOIL AMENDMENTS
APPLY LIME AM III ACCORDING TG UL TINS OR APPLY 3ADO-UM lb/acre
FOLLOW SOIL YESTS OR APPLY 2.000 LB/ACRE GROUND ACRICULT7IRAL
1G�ND AM UL II eL 1LaMrt'ST�GFIE (USE TIE LAIM RATE ON SVW SONS) Ni0
¢Eii
LIMESTONE AND t.000 LB/ACRE 10-10-10 FEFMUZER.
MULCH
MULCHAppLY
A 000 1b/aas GRAN WM Olt EQUYRLFM WAR OF mormER SAME
ANCH�t
APPLY 4000 LB/ACRE STRAW. ANCHOR srRAYT BY TACKIifG MIRH ASPFNIr. FtLTiRIG,
OR A MULCH AFFCFIORIFIO TOOL A DISK WITH BLA0E5 SET NEARLY STRAIGFIF CAN BE
wSiRAM BY TAfJJtNG WRH ASPtirLT, FOYIKG QF NLlrI10 DR BH dtBP-
NG WTH A MUCH MIGgRIU` TOOL A MW WRH BLADES SET NEARLY TRAM CAN
USED AS A MULCH ANCHORING 701
BE USED AS A MULCH ANCHORING TOOL
MAINTENANCE
MAINTENANCE
Rpafr and reTerFxfse do creme tm wdk4wy. Topdrees with 5o lb/oow
of nitrogen In March. k R h necessary 1a rst�d isr,rparary cover
FIR M ICCOIIDING 70 SOIL. TESTS OR APPLY 40 6/me FITILDOM N JAIIIMRY
OR FURUWf, 40 b N SEPTIM0 40 E FROM 12-4-k
June 1% with 50 Ib/caw Kobe (Pledmmnt and Coal Plain
Or Karaon (MMo emu) inpedeso In Jute F@Wwry or early Minch.
NO b N FpNptT A
16-4-4 OR SEAM TURF FERTIL 3L MM FiFI�.QEN APPLICATIONS DURING
MAIM WEADIER. AS TITS NWJM STAND LOSSES TO USLOI RESEED, FTRIIL&M.
AND MULCH DAMAOEO ARM IMMEDIATELY. MOW TO A HE1pFIT OF 2.5-3.5 NOHES
AS NEEDM
24'
12" 12"
8" ABC
STONE BASE
TYPE "H" CURB
e ASPAML T CRNVN
4' AN9RL BASE, CGFVTIAA7US TYPE H' CURB
TO I' BEHIND CI,NFB
STREET SECTION
IN
INTS
-6" CONC. 4000 psi
/-6'x6"xW2.gxW2.9 WELDED
WIRE FABRIC REINFORCEMENT
r
v .
� 10' ASV -MUNICIPAL
UTILITY EASEMENT
633QO
v
J�
Q �
COARSE AGGREGATE
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
7.5'
4" ABC STONE GRANITE
DUMPSTER PAD DETAIL
INV. 30.8
R/W
STANDARD WATER VALVE BOX
D. CONC. CURB L GUTTER
CONK. SIDEWALK 6 COVER MARKED C.7
2x4 WOOD
TREATED •
LANDSCAPE 1 .�
TIMBER
i+T
0 0(L o
C.I. BOX Z�
& COVER N�
�0 raw a r�
COMBINATION-,
MAX 45' SWEEP w
BENDS AS REQ'D 0
NIPPLE PER COUNTY V
MAIN ANGLE REQUIREMENTS
AS REQ'D
WOOD OR STEEL STAKE -
FABRIC -
sa
i
RUNOFF WATER
w/SEDIMENT-
SEDIMENT
BURIED FABRIC SKIRT
AS DIRECTED BY ENGINEER
DROP INLET
w GRATE
NOTE: MINIMUM 3 FEET OF COVER 2X4 WOOD FRAME
/-WOOD OR
SHALL BE MAINTAINED UNLESS STEEL STAKE
DUCTILE IRON PIPE IS USED. DROP INLET BURIED FABRIC SKIRT
TYPICAL NEAR SIDE GRATE
SEWER SERVICE DETAIL _ I0
NITS
i `GATHER
EXCESS
AT CORNERS
NOTES:
1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON.
POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH
(50 LB 11NCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY
INHISTORS AND STABILIZERS. FABRIC SHOULD BE SUFFICIENTLY
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY
SEDIMENT POOL. BURLAP MAY 13E USED FOR SHORT-TERM
APPLICATIONS. IT MUST 8E REPLACED EVERT 60 DAYS.
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.
3. FOR STAKES, USE 2x4-INCH WDOD(PREFERRED)OR EQUIVALENT
METAL WITH A MiNIMUM LENGTH OF 3 FT.
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET
A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO
THE GROUND, APPROXIMATELY 18 INCHES DEEP.
TEMPORARY FABRIC DROP
SEAL CLEAN -OUT
STACK w/DUCT TAPE PVC OR CIP
(SEE NOTE 2) I/8' BEND
PVC OR CIP SEWER MAIN
PLUG w/4' SINGLE TEST
PLUG w/WING NUT 4' TAPPING SADDLE
(SEE NOTE 2) TEE DR VYE
(SEE NOTE 1)
NOTES,
1. SEWER TAPS TO DE PERFORMED BY CITY
CREWS EXCEPT WHEN TEES OR WYES ARE
INSTALLED IN NEW MAINS LAID BY THE
CONTRACTOR.
2. THESE ITEMS SHALL BE INSTALLED WHEN
NO HOUSE CONNECTION IS MADE AT C.D.
GUIDELINES FOR STANDARD CLEAN --OUT
SANITARY SEWER HOUSE SERVICE
NTS
7.5'
12"
70OX MIRAFI FABRIC
H- 12" CPP (CORRUGATED
PERFORATED PLASTIC PIPE)
TRENCH DRAIN DETAIL
NTS
6"
3/8" AIRCRAFT „
CABLE, CONT.
ASPHALT = NOTES:
' .. 1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTiED OTHERWISE.
.-. :t.
- 2. CONTRACTION JOINTS (Cd.) SPACE SAME AS SIDEWALK WIDTH.
_ 3. THICKEN SIDEWALK TO 6" AT DRIVEWAYS.
4. THICKEN SIDEWALK TO V IN LAST 3' WHERE iT ABUTS PAVEMENT
4 R EBAR C�3 'MITE' NO CURB.
' r O „ O.C.
• C . x ry L ,r 5. 1 /2- EXPANSION JOINT E.J.) REQUIRED AT 'A' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND AS NOTED 3N $9 PLAN.
6. PROVIDE A LAYER OF 151 81.00. FELT BETWEEN WALK AND ADJACENT
PAMUNEXTRUDED CURB CURB OR STRUCTURE,
7. REINFORC REINFORCE w/H3xB-10/10 W.W.M.
NTS CURB 30' MAX. SPACING
fiLJC1\YLU HANDI x 1'--0' x KING STD. ALUM. +.
FII►NDK'JIPPEO PARKING SK,'N o �
TO READ "RESERVED PARKING'
PARKING
IDENTIFICAMM SYMBOL.
oD PARKING BOLT TO WD. POST W/ 3/8" CANDIUM El
r PLATED NUTS. BOLTS & WASHERS.
9' x V--0' x .080 STD ALUM. SIGN 71-77777
® TO READ "MAXIMUM PENALTY 1100. 9LDG.-ST1!UCTURE
GS 201 BOLT TO WD. POST PUN
WiTH 3/8' CANDIUM PLATED
12 NUTS. BBOOLTS d: WASHERS. 1 JOINT
TOOLED 1 /4 R •DEEP JOIN
� � JOINT � 1 /e"R TOOLED JOINT
LEGEND ANDBORDERBORDER - GREEN PRESSURE TREATED 4'x4' POST
�dL o+1E BACKGROUND FINISHED GRADE
1--1/2"R(TYP) '•
MAXIMUM z 1/2- JOINT MATERIAL EXPANSION
JOIN } /S_ AM STONE(NCDOT)
Jr
1- III i` B` Ai3C STOW(NCDOT)
PENALTY - III IL iI-1I1= F
2 5 0 3/8"(TYP} EXPANSION JOINT (E.J.) CONrRIlOnal JOINT (C.J.)
III -III III -I I k=
-1 i 1=11 = I E 1= SIDEWALK J 0 I NT.. D MILS
_ 12~ _ i NTS
mi
LEGEND AND BORDER - GREEN
BACKGROUND - WHiTE
TYPICAL HANDICAPPED SIGN DETAIL
,ITS
NTS
S. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION. FRAME WITH
2x4-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 STAKES AND FRAME. JOINTS MUST BE
OVERLAPPED TO THE NEXT STAKE.
8. THE POP OF THE FRAME AND FAi3RIC MUST BE WELL BELOW THE GROUND
ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM
BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY
DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE.
INLET. EROSION CONTROL
8' WHERE R/W WIDTH PERMITS
T R LUKH J I UJ - F UKIJ =L, D01 JLKILJ,
NOTES, OR EQUAL.
1. ROCKWELL 315 SADDLE REQUIRED FUR ® BRASS METER COUPLING MUELLER H 10890
TAPS ON PVC AND DUCTILE IRON WATER MAINS. 5/8'x3/4' HAYS 5680
2. 6- INCH TO 9-INCH CLEARENCE REQUIRED ©
BETWEEN BOTTOM OF METER BOX METER YOLK W/LGGK STOP 9' RISER
LID
AND TOP OF METER. 5/8'x3/4' MUELLER H 14118, FORD V42-7W
Q METER BY THE CITY 5/8'x3/4'
GUIDELINES FOR STANDARD
3/4" WATER HOUSE SERVICE
NTS
STEEL OR WOOD POST
WIRE FABRIC
CF
GA o ITIT FILTER FABRIC
WIRESI
MANCE
J
i�
IANCHOR FABRIC SKIRT
T I AS DIRECTED BYENGINEER
u �
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN W1gTH AND
SHALL HAVE A MIN. OF SIX UNE WIRES WITH 12 STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE
1 1/2" LONG
TEMPORARY SILT FENCE
NTS
WITH GRASSING DETAIL
3
_II 6
REFERENCE PLAN / -i I SEE SITE PLAN FOR INVERT
SWALE SLOPE - L '
TYPICAL GRASS SWALE
NTS
PLAN
4• SIDEWALK
3000 PSI M
«x« «,T OR TOOLEF , . 3 R
iv I I `MP 8e6-1G/10 w.w.M.
S
4• B' -
50CilON
V DIADEM IS 45• OR OREAIiOi -- CON+ f E C COI . JW
FLARES SHOULD HWE A 1:10 SLOPE
F OIMEALSION IS LESS THAN 411•
FLARES SHOULD HI 1:12 SLOPE 3"R
t 2• ASPHALTIC PREFORM®
JOINT
M-10/10 W.W.M. �COMPACTib ..
E.
]] F
TYPICAL SIDEWALK AND
WHEEL CHAIR- A ,r, ► A
A OR TOOLED
MILT
131DICINJvt I,
W DIRECnON
REVISIONS
Description I By
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\\MAT{IiIIII111fli
AR
SEAL
17374
//1/1rI1i11111��`
DATE 10-15-03
DESIGN PGT
DRAWN AR
C2
SHEET 2 OF 2
01 139
q lla .
1
S�i it

r � - -- 'Ji . •i r .-..�1 �.. _ _. - _•__ .''_{.. ... i'. ... .'.�'.i, f. �... .. _. �r•'I Er'r •.�rf n••ra•si�•Ils�i �Fc.; :er. .t�fr,'r.s'._
Landscape Calculations: Note: There are no regulated
trees on the development site.
Access Easement Streetyard - Req'd.
65 I.f. frontage - 24' driveway
= 41 I.f. x 25 (CS District factor) 1025 s.f.
0 1 tree / 300 s.f. 3
0 6 shrubs / 300 s.f. 21
Parking Area Interior -
2584 s.f, x 8% 207 s.f.
® 1 tree / 144 s.f. 1
Foundation Plantings -
0 20' hgt. x 45 width x 12% 108 s.f.
Bufferyords - (n/a)
Overall Site -
1.3 ac. tract area x 15 trees/ac. 20
Prov'd.
1100 s.f.
464 s.f.
282 s.f.
- Streetyard
Interior
•,•,•++, -
Foundation
Planting
Planting
'.'+'.+.
Planting
Areas
Areas
Areas
Development Notes:
1. All development shall be in accordance with
the City of Wilmington Zoning Ordinance and
Subdivision Regulations.
2. Existing sanitary sewer service is currently available
to the site from public systems.
3. Water service shall be supplied by an on -site well.
4. All site fighting shall be located and installed
so as not to shine directly onto residential premises.
5. Mechanical equipment & trash receptacles will
be screened by an opaque fence.
6. All signs and pavement markings in areas open
to public traffic are to meet MUTCD standards.
7. The contractor is responsible for the location
and protection or existing utilities during
construction. Call U-LOCO at 1-800-632-4949.
Contractor is responsible for the repair and replacement
of any utilities, curb & gutter, pavement, etc. that may be
be damaged during construction. Damaged items shall be
repaired to at least the quality or workmanship found in
the original item.
8. No wetlands exist on site.
9. All roof draws are to be routed to the infiltration system.
\ A
-SUMP UNDISTURBED
BOTTOM CHANNEL BOTTOM
CROSS SECTION
w
APPROX. LOCATI I
OF EXISTING STONE
DRI'EWAY
I
24" TYPE "H" CURB---,
I IAPPROX. LOCATION
OF EXISTING STONE
DRIVEWAY I
STANDARD CITY -
COMNERCIAL
DRIVEWAY APRON
I x
APPROX. LOCATION
OF EXISTING STONE
DRIVEWAY II
n/f
H-W Acquisition
II Company. Inc.
D.B. 2350-494
,Zoning District: CS
Land Use: Trucking Co.
TEMPORARY SEDIMENT TRAP TABLE
NO.
AREA
ACRES
REQ'D
PROVIDED
L
W
D
1
0.12
216
300
15'
10'
2'
SEE PLAN SHEET FOR LOCATION
STONE SECTION A -A
NOTES:
1. SEDIMENT TRAP WILL BE CONSTRUCTED FIRST,
SUMP SECONDLY.
2. SEDIMENT TRAP HEIGHT TO BOTTOM OF SPILLWAY
WILL BE NO LESS THAN TWO FEET.
3, SPILLWAY DEPTH SHALL BE ONE FOOT.
4. STONE FACE SHOULD BE NO LESS THAN 6 INCHES
MEASURED PERPENDICULARLY FROM THE FACE
OF THE LARGE STONE.
5. SUMP DIMENSIONS SHOULD ALLOW FOR A MINIMUM OF
900 CF OF SEDIMENT STORAGE.
6. DEPTH OF SEDIMENT IN SUMP WILL BE CHECKED AFTER EACH
STORM AND CLEANED AS NECESSARY (MIN. ONCE EACH 6 MONTHS).
7. REMOVAL OF SEDIMENT TRAP WILL BE DONE IN SUCH A WAY
AS TO LIMIT SILTATION.
TEMPORARY SEDIMENT TRAP DETAIL
NTS
Graphic Scale
20 0 10 20 40
A
EX. SSMH
TOP 33.0
INV 26.4
MATCH EXISTING
ASPHALT GRADE 33.0f (15Q' Public RAW)
Hunters Troll
� � x
x__._._ -_
I
.. .. ..
{ EXISTING SMALL INFILTRATION x
TION SWALE �- x
`32.8f SPILLWAY £LELATION
,y'h ryo°
X TSF
IJV' x
I I I TEMPORARY GRAVEL
QjI I I CONSTRUCTION ENTRANCE 1
V43� I I I
C � Existing
Building L..
En
,p
Q Itr I �, • `\, n /f I
Linda F.I
,�, x Robi son, Trustee
00 I I � ONCRETE FLUME D.B. 2899-11014 I I
" ' ' W/10x10x12ED(TYP.}
�ry �6 ` Zoning �istrirlft: CS �
Land User Au1 o Shop _ I
Q)
I 24" TYPE "H" CURB Jf
}.J I PROPOSED 3:1 GRASSED SWALE A 0.0%
I TO PROVIDE STORAGE FOR INFILTRATION- - -- -
9
P4
Flo
t"1 I CO N x'� .
50' TEMPORARY
CONSTRUCTION
I I ENTRANCE
I
I I DI No.
RIM 33,
I I (n 8.5 in INV 30.
I I TYP.
X. SSIIAH I e O ATE
OP 31.1 I
INV 24i51 I ° '-34.6
I
I I�
I �� to
o I rM
++♦ + ++
.
Fs YS
+�
'� PROPOSED
' TWO STORY
GATE +'+
+..
• • + • 1800 SF
+.
+
6" S N. SEWER '++++-+• OFFICE
01. MINI + + + �30' X 30')
MIN. ' BUgY x " DI No. 2 *'++
TIE INTO EXISTING SSMH RIM 33.75 /
I INV 30.8
I �
-EXI�UDED CUf� "
Existing
Building
0"56'00"
PROPOSED BUILDING
00 SF 8*x5' LATERALS
••
FLOOR ELEV. 35.0 • O.C.
PAP
- wrfp" 1, NOUN 11144
PROPOSED
4500SF
•
FLOOR ELEV. 35.0 LATEPALS
• •
00
rrrrrrrrwwr�
x
l
I I
f
�
I
I I
DI No. 3 -
1
RIM 33.75
I j
INV 30.8
IW I
I
0
ROPOSE
, x
I
BUILDING
W
11900 SF
I
a'0'
X 95.)
`
4
I
m
I F.F.E. 34.75
Lk �-
0
'�o
X ^.cp
PROPOSED BUILDING
4375 SF
(25' X 175')
FIN. FLOOR ELEV. 35.0
PROPOSED BUILDING
3500 SF
(20' X 175')
FIN. FLOOR ELEV. 35.0
:CP
iPAN ���� ���' ����
2"x5* LATERALS
T. • O.C.•
8"x5' LATERALS
® 10' O.C. (TYP.)
SDI No. 8
RIM 33.73
INV 30.8
L
N
N
DI No. 7
RIM 33.75
INV 30.8
DI No. 6
RIM 33.75
INV 30.8
• RIM 33-75
'' • •
fflV
�� ♦�d I AV 0 Ed Ed 041
Ir Ed ON
ON
wort "N.
IN I
I NINE 0 rl W 0, j 11 INNIN
NOWNW0141164'
5111161 f A 1#1 lei. I&I
SAMMIE
PROPOSED. BUILDING
"FIN 1 X 190')
•i• i ELEV. 35.G---
Mill
-
•-• 1 ••
. r
H-W Acquisition n/f
II Company. Inc. Zoning District: CS Oakwood Mobile Homes Zoning District: CS
D.B. 2350-494 Land Use: Trucking Co. D.B. 1 fi63-1002 Land Use: Sales
n/f
Pope Wade etal
D.B. 1085-880
Zoning District: CS
Land Use: Service
Fox
I Vicinity Map
(No Scale)
SITE DATA
PROPERTY ADDRESS: 410 CANDO STREET
TOTAL AREA
1.31 ACRES
ZONING
CS
BUILDING AREA
21,375 SF
PARKING SPACES REQUIRED
2
PARKING SPACES PROVIDED
4
ASPHALT AREA
25,215 SF
CONCRETE AREA
88 SF
AREA OF DISTURBANCE
1.61 AC.
LEGEND
EXISTING CONTOUR
X
EXISTING SPOT ELEVATION
.yam°
PROPOSED SPOT ELEVATION
®
DROP INLET w/INLET PROTECTION
�---- -0-
STORMWATER RUNOFF DIRECTION
CONCRETE AREA
(175)
LANDSCAPING w/AREA
LIMITS OF DISTURBANCE
S
REVISIONS
Description JBy
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S E A L Y
S' 17374
OL
CF?EGO,.�`��
DATE 10-15-03
DESIGN PGT
DRAWN JLR
C1
SHEET 1 OF 1
01 139
5�f i, }i• t; }fittT� s
� , I � r, r t f �f' r � � � } � ,, .� ` .s e+3 I' 7 � "' , � i f ;+I i � � 4n � I T=1,e it I A I � •I` I.

a Landsca Calculations: (Note: There are no regulated trees
p located on the existing site.)
Req'd. Prov'd.
Cando Street Streetyard -
65 I.f. frontage - 24' driveway = 41 I.f.
x 25 (CS district factor) 1025 s.f. 1088 s.f.
® 1 tree / 300 s.f. 3 4
® 6 shrubs / 300 s.f. 21 21
Parking Area Interior -
3872 s.f. x 8% 310 s. f. 502 s.f.
® 1 tree / 144 s.f. 2 3
Foundation Plantings --
0 22' facade hgt. x 30' front x 12% 80 s.f. 230 s.f.
Overall Site
-
1.31 ac.
tract area x 15 trees/ac.
20 20
- Streetyard Interior
•�•*•,*, Foundation
Planting Planting
***.*+*. Planting
Areas Areas
Areas
Development Notes:
1. All development shall be in accordance with
the City of Wilmington Zoning Ordinance and
Subdivision Regulations.
2. Existing sanitary sewer service is currently available
to the site from public systems.
3. Water service shall be supplied by an on -site well.
4. All site lighting shall be located and installed
so as not to shine directly onto residential premises.
5. Mechanical equipment & trash receptacles will
be screened by an opaque fence.
6. All signs and pavement markings in areas open
to public traffic are to meet MUTCD standards.
7. The contractor is responsible for the location
and protection or existing utilities during
construction. Call U-LOCO at 1-800-632-4949.
Contractor is responsible for the repair and replacement
of any utilities, curb & gutter, pavement, etc. that may be
be damaged during construction. Damaged items shall be
repaired to at least the quality or workmanship found in
the original item.
8. No wetlands exist on site.
9. All roof draws are to be routed to the infiltration system.
L11 - - - i
MATCH EXISTING
EX. 33.0
TOP 33.0
ASPHALT GRADE 33.0f Hunters Trail
(SO' Public R/W)
M
INV 26.4
�
x
xxy��
3
------------____------____------x---,=--
o°
• t + EXISTING SMALL INFILTRATION SWALE
xx
x
32.$f SPILLWAY ELELATION
X X
-
�?)
i
x
0
5• _�_
x
>d
\�
II
I
TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE 1`
1 33'
I
I
APPROX. LOCAn
017 EXISTING STONE
DRNIEWAY
Ip
1
Existing
ZjQ
I
�1
Building
I0
I
co
Ix
I
n/f
X
24" TYPE: "H" CUR
O
a -
&
I
\
\ Linda F.,
xj
I
Rob+nson, Trustee
I
1
°D F`'
I
`,
D.B.\ 2899-1;014
I
ONCRETE FLUME
I
I
I
\
i
W/10 x10 x12 ED(TYP.) Zoning �istrlct: CS
�ry
� 1 ��6
-,
Land Use: , Aut,o Shop
24" TYPE "H" CURB \
Q)
�
I
�I\
I
AFPROX. LOCATION
1
PROPOSED 3:1 GRASSED SWALE ® 0.0%
DRIVEWAYTO
F'
PROVIDE STORAGE FOR INFILTRATION
'
1 TEMPORARY
CONSTRUCTION
ENTRANCE
•
MERGENCY OVERFLOW
Building
+
SYSTEM 0 • 1
TAPER CURB T•
F •
RIM 33.75
PAVEMENT; 33.9
INV 1
, • „
,
•
n - LATERALS
� •
r r•• it
••.r .♦+•+Ir�+++♦++•+4+++
t• .
STANDARD CITY
COMMERCIAL
X. SSIAH
/FA
/ •�
AFPROX. LOCATIONOF EXISTING STONE
• STORY
'++i+i+i+i+i+i+i� ■1800 SF
OFFICE
n/f TIE INTO EIISTING SSMK
MIN* C\1 Reg pr 2004 IN I
11 Company. Inc.
D.B. 2350-494
m "m gi mg 11
Zonirg District: CS
Land • Co.
• No.
RIM 33.75
`INV 30.8
L
•
aa i
RIM 33.75 X
INV
1
I �_ ►� ;, ��►�i�i54M,4
�b NA
WE►�♦
all,
x
PROPOSED BUILDING
7200 SF
FIN. FLOOR ELEV. 35.0
Y t
i f V
t
8"x6' LATERALS
® 10, 0.d. (TYP.) 3 ;
sty ,�pr • y, `, ,
PROPOSED BUILDING
9750 SF
(50' X 195)
FIN. FLOOR ELEV. 35.0
C.
X
I
x
�X
x
8"x6' LATERALS
® 10' O.C.
(TYP.)
Q
DI No. 3
RIM 33.75
INV 30.8
C0
i�
N
N
/,-8"x6' LATERALS
® 10' 0.t_ (TYP.)
DI No. >
RIM 3315
INV 30.3
DI No.
RIM 33.75
INV 30.1
n/f
Pope Wade etal
D.B. 1085- 880
Zoning District: CS
Land Use: Service
REVISIONS
Dnte I Description I By
Fox
site
Vicinity Map
(No Scale)
az
0
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o
E-,
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SITE DATA
PROPERTY ADDRESS: 410 CANDO
STREET
TOTAL AREA
1.31 ACRES]
��II
�4
ZONING
CS
^
I --•I
Z
x
BUILDING AREA
19,675 SF
Ff
PARKING SPACES REQUIRED
PARKING SPACES PROVIDED
2
3
�••L•�
ASPHALT AREA
26,605 SF
CONCRETE AREA
AREA OF DISTURBANCE
75 SF
1.61 AC.
f I / PROPOSED BUILDING .�+►T
I 5250 SIF i
� ,
I (25' X 210')
CD
FIN. FLOOR ELEV. 35.0 x .kg SEA L
_
- -
17374
LEGEND
EXISTING CONTOUR �I
x • ONCRETE DUMPSTER ' �- �• -r,- - - x ytK' x EXISTING SPOT ELEVATION �1„r1Eii0��`��
PAD w/ ENCLOSURE PROPOSED 5:1 OPEN ­ GRASS SWALE ~� /�~o PROPOSED SPOT ELEVATION
DROP INLET w/INLET PROTECTION DATE 3-15-04
X STORMWATER RUNOFF DIRECTION DESIGN PGT
TST No. 1 � 9
CONCRETE AREA DRAWN JLR
40' UTILITY EASEMENT
--� ICIS{175) LANDSCAPING w/AREA
n/f �`^^-~ LIMITS OF DISTURBANCE
SITE PLAN H-W Acquisition n/f X X -- TEMPORARY SILT FENCEDATE PRINTED C I
1" - 20' Graphic Scale II Company. Inc. Zoning District: CS Oakwood Mobile Homes Zoning District: CS
20 0 10 20 40 D.B. 2350-494 Land Use: Trucking Co. D.B. 1663-1002 Land Use: Sales MAR 1 7 2W4 SHEET 1 OF 1
01 139
1�� Is�3a� �
�. r, _.. _. .11 �i i 1':i•r�i yTs�:;; _ i-T. r',". r�: !'i :i: r', :5;•'i. t{ 1 t s s 117.s
'� ; i 1,t •'� a tit 5 S ' .� �. r �r �,l J.

.. ....•a i:'.. .. d , if h,W,. J'T I'J • '•.O,a 1. I VI A L V l r.'I:;\4 .l:;:1 y, I,_-{, 1,
SITE WORK NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
LLO Z VALLEY
A
PYPNA)1- now
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
O
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
CURS(BEYOND) )-
W w
WUX OR
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
02 CONCRETE � 3
5YDlF
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS,
W 4 FLUME
TCH
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
d TO
5rolEN4[x
GRAD
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
1 27X SLOPE
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
rE:i:;,a-., _:.•. ;�.:._ ; ..aa.:_
a ; '
EXPAA /S�VN.AW 1
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
o o •
oo c0aono o •
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
" MIN, COMPACTED
STONE
Pr�azA QOPfMY ,1p�gAr �4
\
FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
PROPERLY PERMITTED
CONCRETE FLUME SECTION A -A
FACILITY AS REQUIRED.
�-
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
NTS
*o. p C 1�7IlRw
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
4'_00
r:Y/R9
I
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
6M 3r^�w �w
1 T'3ri
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
J3' {4.1%,) O
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
£XPAV-VON ,DINT 112- A ER/r E.YPAN5KJW ANNT
APPROPRIATE PERSONNEL
A11.
PERFORMED BY HOBBS BY THE
PLAN
12. THE�COGNTRACTORNG
OREER
MALL FIELD VERIFY ALL DIMENSIONS ANG TTHEUSITE®FURTHERM
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
PRIOR TO INSTALLATION.
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT
f-III ' :: •:...; ...'. • _..: .; ;. , -i..•.
III I I ._: ':- --:� _ ';.`��'.:..: •:: I
r J,- - 3, p, p�,�� S•_O•
J 4 AVER 1 =0
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36' COVER
AT FINAL
I=I I a0o a o00 o a , a a , o , , , , , 000 0 0 0
--PPS off; 00 000 0 0 0a a o00 00o e0o e0_ 0 w 0
r
I I I I I I I ! 11
I�I I I
6' �P
GRADE.
I Ills i I I I I I I I I I I I I `i 11 I
SECTION A A
15, ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
I'AuiMWE
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
3" MIN. COMPACTED
STONE
16. ALL PAVEMENT, BASE AND suBGRADE SHALL COMFORM TO NCDOT STANDARDS INCLUDING
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
CONCRETE FLUME DETAIL 6'
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
s"
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
NTS
SEC77ON B-B
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PR1 L INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS ATT ALL TIMES.
STANDARD DRIVEWAY D ETAI L
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
N75
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
20. DUCTILE IRON SHALL BE CLASS 50.
�, Rai✓
21. CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
STRENGTH OF 3000 PSI O 28 DAYS -AIR ENTRAINED.
165' 17$'
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE >�
PAID FOR BY THE CONTRACTOR. 10' A,47V4MICIPAL
CONSTRUCTION SEQUENCE UTILITY EASCNENT
2' SAND CLAY
I. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FELT (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
4. INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER
BEGINING CONSTRUCTION.
5. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL
6. IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
7. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
8. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
9. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO LATER THAN 15 DAYS AFTER DISTURBANCE.
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
10, MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
11. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
12. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. III '
MAINTENANCE REQUIREMENTS
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF --PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND INLET PROTECTION
WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY. AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
2" TYPE 1-2 (NCDOT)
ABC STONE (NCDOT)
LAZE WINTER & EARLY SPRING
TEMPORARY GRASSING DETML
SEEING MD(TURE
o -
�gg ROE (�N1N11.i
Mnu alrompedezo (Kobe in 120
Piedmont
II III I I-
and Coastal Plain,
Korean in Mountains)
NOTE:
PAVEMENT SECTION MAY VARY
b"vJun Omit aleapedeaa e4nn duration oftsrr+porory corer ,. not to extend
d
DEPENDING UPON FIELD CONDITIONS.
CONTRACTOR SHALL COORDINATE
SIN(, D0k7E'S•
w/OWNER & GEOTECHNICAL
Mourdalne - Above 25M ft: Fab. 15-May 15
Below 25M ft: Feb. t-May 1
ENGINEER TO DETERMINE
ACTUAL PAVEMENT SECTION.
'M
� • 15
PAVEMENT SECTION
SOL AMENDMENTS
Follow recartrnenft5orw of Boll teals or a 2.oO0 b/acre pmund ogriad-
tural limeftne and 750 b/acre 10-10-10 i.rtlim_
NTS
MULCH
SPRING -SUMMER
PERMANENT GRASSING DETAIL
APPLY 4.00E LB/ACRE sTTIAw. ANNCFtOR srRAw BY TACIONG wrrH ASPFIALT. TETTINc,
OR A MULCH ANCHORIO TOOL A DLSK Went BLADE$ SET NEARLY STWYCFIT CAN BE
SEEDING MAIM 1 ��RE
USED AS A MULCH ANCHORING TOOL
ts= RATE
IMNTT7+IANCE
• (&mr)
PEI6AOOLA B HVQ MSS so
SERM LEPmE7JA 30
If refartllza and mulch &n-
t fu
COMMON BEIRMUDAGRASSRefertilibrit 10
Guam MILLET 10
allo¢wirqerosionis
o1Mr OeR"Odiatalyaeaed.
TALL FESCUE 50
TEMPORARY SUMMER GRASSING DETAIL
SE NG
�
SEEDING MIXTURE
WHERE A s DES
2. USE COMMON BERIMAMM ONLY ON ISOIATEO SITES MERE IT OMIIOF BE-
��MMI
COME A PEST. IE'RMIUDA %SS MAY BE REPLACED WITH 5 b/saw C09P ,
AE=��
GERMMN MILLET 40
SMNG nyTO
N THE PIEIIAIDNT AND MOUNTAINS. A SLMLL-STEMMED SUNDANOMSS ANY BE
SUBSTITUTED AT A RATE OF 50 LB/ACRE. -
APRIL I - JULY 15
SEEDING NOTES
SOIL AMENDMENTS
MOUNTAINS - WY 15-•AIG. 15
Plum - MAY 1-AUG. 15
APPLY LIEF AM EERIILM AOOORDIiD T8 SOL TES15, OR /APPLY 3000 4/owe
GROUND A011M.&TURE UMMONE AM 500 Ib/ocre 10-10-10 FER1KlZER.
COASTAL PLAN - APR. IS-M. 15
SOIL AMENDMENTS
MULCH
FOLLOW! RIMMADDITIONIS OF SOL TESTS OR APPLY 2.00D LB/ACRE GROUND AGRIWL-
7UIK LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
LENTROMCOWER
Ti1LSTRNNOR TA$PFIAL NETTINGAMOIIH BY�CRIMPING
�u
MULCH
WITH A MULCH AIOMM TOOL A OW WITH BADES SET (EARLY STRAIGHT dN BE
USED AS A MULCH ANCHORING TOOL -
APPLY 4A00 LB/ACRE 9RtA1. ANCHOR ST W BY TACKING WITH ASPINLT. NEITNG.
ED MULCH AM 1nOL. A OW WITH BLADES SET NEARLY $IPoYGFIT GN BEUAS
�t
A MULCH ANCHORING TOOL-
"UtNIWpE THE FOLLOWNG APRL WITH 'Jo b/awe ,ITROOEIN. REPEAT AS GROWTH
I iE
REOURM ANY BE MOWED ONLY ONCE A YEAR. WHERE A NEAT APPEARANCE 15
OEsr+EA OMIT SERLFA AND VOW AS OFTEN AS NEEDED.
REFWILVE F GROWTH S NOT FULLY A MNE. RESEED, REFFRTLExE AHD MULCH 111-
MEDIA7FJ.Y FOLLOWING LTN45NOIN OR OTTER MAMAGE
FALL-%MNTER
PERMANENT GRASSING DETAIL
TEMPORARY FALL GRASSING DETAIL
SEEDING I wTuRE
SEEDING MIIXTURE
;ice. Afff llh/mF.l
TALL FIME OF TWO OR
WFAIIB)
Rye (grain) 12�0
RYE ((GRAN) 25
SEEDING NOM
SEEDING DIMES
- APRIL
MOUNTAINS - AUG. 15-DEC. 15
.wWLNIY
AUGUST - DECEMB R
CGASTAL PLAN and PIED11009 - AM. 15-DEC 30
SOIL AMENDMENTS
SOIL AMENDMENTS
A4kY UME AML FERTILIZER AAD�ooRG{Uw$GE 70
�
FOLLOW
RArE ON �a000 �aao�Wawe
tJXD b/aw+r 10-10-f0 FDRLIZDi.
SOL TESRS OR APPLY 2.000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1.000 ,B/ACRE 10-10-10 FERTILIZER.
MULCH
e 1
MULCH
*MY 4A00 b/am t1MMN s" OR EpUM1 ew ROVER OF ANDDNER smeu
APPLY 4,000 l8/ACTT STRAW. ANCHOR STRAW BY TAC X WrnN ASPHALT. NETTRIG,
OR A MULCH ANCHORING TOIM.. A DSHT WrnN BLADES SET NEARLY 5TRAyRiT CAN BE
MULCK ANLI� SMW 81' TACKING WITH ASPHALT. 111010 , OR NETTING OR B�/ CRRP-
INS TWIN A MULM ANCHORING TOOL A DISK WTTH BLADES SET NEARLY SIRUGHT CAN
USED AS A MULCH ANCHORIK TOOL
BE LASED AS A IAILCHI ANCHORING TOOL.
MAINTENANCE
MMNTENANCE
R �rurerlIllve. Idamoaed oreae lnm K%3t*. TOPdrere with 50 b/acre
In 16 nao_ory to exNand te=rory rimer hayarxl
.��ee e Pl.dmon, and Caa.Ra1 P1p1n)
FERMI ACCORDING TO SOL TiSI'S OR APPLY 40 p/ave NETILOCJ7i N A vahw
OR FTHRMRr. 40 b N SEPITAW AND 4O b N NWEI�1,, FROM A 12-4-k
, , , ob ' a ea�Y March.
1a-4-4 OR 51 AM TURF FE7RILML ANDID fl]iILIZER APPLICATIONS DURING
WARM WE/DHER. AS THIS 193WASES STMO LOSSES 10 DSEM RIB, FERTIUQ
NO MULCH DAMAGED AREAS IMMEDIWEI.Y. MOMS TO A HEIGHT OF 2.5-3.5 INCHES
AS NEEDED.
24'
12" 12w
�- 8" ABC
STONE BASE
TYPE "H" CURB
NTS
e ASPMAL T CROYN 1/4' : 1'
4' NAARL BASE, C9VTINMW TYPE ' CWB
TO 1' BEHINB CWB
STREET SECTION
NTS /
� 10' NON -MUNICIPAL
UTILITY EASCAENT
COARSE AGGREGATE ,
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
6" CONC. 4000 psi
6"x6"xW2.9xW2.9 WELDED
WIRE FABRIC REINFORCEMENT
\---4" ABC STONE
DUMPSTER PAD DETAIL
3/8" AIRCRAFT
CABLE, CONT-.
ASPHALT
#4 REBAR @
5 0' O.C. x 12"
EXTRUDED CURB-
NTS
'iYWDICAPPED PARKING SM ALUM.
O =
11EJCRYLII
TO READ 'RESERVED PARKING'
CID
aD
Ar(`
MKING
PM
WfIH IDENTIFICATION SYMBOL
BOLT TO WD. POST W/ 3/8- CALADIUM
PLATED NUTS, BOLTS Ar WASHERS.
E9"
x 1'-0' x .08E STD ALUM. SIGN
-
L==j
TO READ "MAXIMUM PENALTY $100.
GS 20-37.6'. BOLT TO WD, POST
Wml 3/8' CALADIUM PLATED
I _ 12" I NUTS, BOLTS & WASHERS.
r- =1
Daum
LEGEND AND BORDER - GREEN PRESSURE TREATED 4'x4' POST
aD
H KE RML_%WIE BACKGROUND FINISHED GRADE
1-1 /2"R(TYP)
-
MAXIMUM
'
PENALTY
! I I I-1 I I- kI I I-1 11=
250
3/8"{TYPO
I I=1! I=1 I III I I=1 I I=1 I I `�
Ti71 17-77
- 76
-1f1-Ifl ILd11-
r 12"
-f
LEGEND AND BORDER - GREEN
BACKGROUND - WHITE
TYPICAL HANDICAPPED
SIGN DETAIL
NTS
SPILLWAY
NOTES:
1. SEDIMENT TRAP WILL BE: CONSTRUCTED FIRST.
SUMP SECONDLY.
2. SEDIMENT TRAP HEIGHT TO BOTTOM OF SPILLWAY
WILL BE NO LESS THAN TWO FEET.
3. SPILLWAY DEPTH SHALL BE ONE FORT.
SEE PLAN FOR PIPE Y
ORIENTATION f
F-
I I
f
f- QQ I CASTING
I NOTE: USE NEENAH
(1 R-3402-E FOR CATCH
HU I BASINS AND R-3402
FOR YARD INLETS
CONC. COLLAR
PLAN
CONC. COLLAR I1=0-
I ASPHALT PAVEMENT
ELEV. VARIES
7im
3 " CEMENT
BRICK MASONRY P STER CASING
cn
FLOW W
3C00 PSI CONC. •' - I o0
NOTE
DROP' INLET TO HAVE SAND
TRAP SECTION
LEAVE= OPENING OAS SHOWN&
DROP INLET DETAIL
NTS
R/W
STANDARD WATER VALVE BOX
R COVER MARKED G.O. CONIC. CURB 6 GUTTER
CONK. SIDEWALK 7
TREATED
LANDSCAPE
ow
0' 0K
a
C.I. BOX
k COVER
V.
OIL
-0
Z"
>`w
.1
LNTr
COMBINATION
_ f3
-'rj
MAX 45' SWEEP
a:(3
W
BENDS AS REQ'D
o
NIPPLE PER COUNTY
MAIN ANGLE REQUIREMENTS
AS REQ'D
NOTE: MINIMUM 3 FEET OF COVER
SHALL BE MAINTAINED UNLESS
DUCTILE IRON PIPE IS USED.
TYPICAL NEAR
SIDE
SEWER SERVICE
DETAIL
NTS
SEAL CLEAN -OUT
STACK w/DUCT TAPE PVC OR GIP
(SEE NOTE 2) 1/8' BEND
PVC OR CIP SEWER MAIN
PLUG w/4' SINGLE TEST
PLUG w/WING NUT 4' TAPPING SADDLE
(SEE NOTE 2) TEE OR WYE
(SEE NOTE V
NOTESs
1. SEWER TAPS TO BE PERFORMED BY CITY
CREWS EXCEPT WHEN TEES OR WYES ARE
INSTALLED IN NEW MAINS LAID BY THE
CONTRACTOR.
2. THESE ITEMS SHALL BE INSTALLED WHEN
NO HOUSE CONNECTION IS MADE AT CO,
GUIDELINES FOR STANDARD CLEAN -OUT
SANITARY SEWER HOUSE SERVICE
NTS
'- 12' CPP (CORRUGATED
PERFORATED PLASTIC PIPE)
TRENCH DRAIN DETAIL
NTS
TEMPORARY SEDIMENT TRAP TABLE
NO.IWAREA
IRES)IREO'DIPROVIDED1
L
I W
I D
0.12 1 216
1 300
15'
10`
2'
4. STONE FACE SHOULD BE N) ft TWr FA SEE PLAN SHEET FOR LOCATION
OTHE LARGE STNONEEIARLY rfaaf �InM�r
S. SUMP DIMENSIONS SHOULp____,JN OW FOR A MMIMUM OF
900 CIF OF SEDIMENT STca+AN,t
6, DEPTH OF SEDIMENT IN SUMP WILL BE CHECKED AFTER EACH
STORM AND CLEANED AS NECESSARY (MIN. ONCE EACH 6 MONTHS).
7. REMOVAL OF SEDIMENT TRAP WILL BE DONE IN SUCH A WAY
AS TO LIMIT SILTATION.
TEMPORARY SEDIMENT TRAP DETAIL
NTS
NOTES:
1, SIDEWALK THICKNESS SHALL BE 4' , n,RESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
3. THICKEN WDIEWALK TO 6' AT DRIVEWAYS.
4. THICKEN SIDEWALK TO 6' IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/2- EXPANSION JOINT E.J.) REQUIRED AT 30' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCRIRES. AND AS NOTED ON SITE PLAN.
S. PROVIDE A LAYER OF 15,E BLDG. FELT BETWEEN WALK AND ADJACENT
PARALUNG CURB OR STRUCTURE.
7. REINFORCE w/6x6-10/10 W.W.M.
CURB 30' MAX. SPACING
PLAIN KDG.-STRUCTURE
1/8-R TOOLED 1/4'x1' DEEP w/AN
JOINT 1/8"R TOOLED JOINT
JOIN EXPANSION
JOINT MATERIAL /G- ABC STONE(MCDOT)
0' ABC STDNE(NCDD17
EXPANSION JOINT E.J. CONTRACnON JXXNT (C.J.)
SIDEWALK JOINT DETAILS
NTS
REFERENCE PLAN
SWALE SLOPE -
FABRIC
MIN.
2X4 WOOD
WOOD OR STEEL STAKE -
FABRIC -
S2
RUNOFF WATER
w/SEDIMENT- a
SEDIMENT
BURIED FABRIC SKIRT
AS DIRFCTED BY ENGINEER -
WOW FRAME
DROP INLET BL
w/GRATE
`�� ExcEss
AT CORNERS
NOTES:
1, AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON,
POLYESTER. OR ETHYLENE YARN -EXTRA STRENGTH
(50 LB/ 11NCH MEN.) -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
KE
5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION. FRAME WITH
2x4-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
REVISIONS
Description I By
APPLICAnoNs. IT VUST BE REPLACED EVERY 60 DAYS.
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. 7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE
3. FOR STAKES, USE 2x4-INCH WOOD(PREFERRED)OR EQUIVALENT OVERLAPPED TO THE NEXT STAKE.
METAL WITH A MINIMUM LENGTH OF 3 FT. 8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM
A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THETA INTO BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY
THE GROUND, APPROXIMATELY 18 INCHES DEEP. DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE. O
TEMPORARY FABRIC DROP INLET EROSION CONTROL p�
NTS
0Eaaaaaaaeal
U
V l
W U) Ei
9' WHERE R/W WIDTH PERMITS EMI
U
CURB STOP FORD B21, B61 SERIES,
NOTES,
OR EQUAL,
1. R13CKWELL 315 SADDLE REQUIRED FOR
®
BRASS METER C❑UPLING MUELLER H 10890
TAPS ON PVC AND DUCTILE IRON WATER MAINS.
5/8'x3/4' HAYS 5680
2. 6- INCH TO 9-INCH CLEARENCE REQUIRED
BETWEEN BOTTOM OF METER BOX LID
O
METER YOLK w/L❑CK STOP 9' RISER
AND TOP OF METER.
5/8'x3/4' MUELLER H 14118, FORD V42-7W
®
METER BY THE CITY 5/8'x3/4'
GUIDELINES
FOR
STANDARD
3/4" WATER
HOUSE SERVICE
NTS
\MIN. 12-1/2 GA. o
/INTERMEDIATE WIRESI
1 SEE IN ACCORDANCE
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
ANCHOR FABRIC SKIRT
SI AC nil7Frwn Rill FNF:IIJFGR
� 3 u
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE MIRE'S WITH 12' STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENEO
TO WOODEN POST WITH NOT LESS THAN 09 WIRE STAOLE
1 1/2" LONG
TEMPORARY SILT FENCE
NTS
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CONCRETE CUT OR TOOLED ESSIIF.
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b 17374 _
6xe-10/1U w.w.M. �--�ANPAcr� I � � �` �R L'•\
S`BGRADE - l •'•• ;rKi1INti�;:• \� `
F DIA,EM91aN NS 40' OR GREATER CONCRETE SKEW" CONTIRM JMT
FLARES SHOULD HAVE A 1:10 SLOPE
F DIMENSION IS LESS THAN 44
FLARES SHOULD HAVE A 1:t2 SLOPE 7/2' ASPFNALTK: PREFORMED 3 R
ExPARSLON LolNr DATE 3-15-04
'� �T• DESIGN PGT
=III= -II DRAWN JLR
II- '
n e
6,ra-10/10 W.W.M. COANPAC7E0 .
SLISORADE
RAW DATE PRINTED
TYPICAL SIDEWALK AND MAR 1 7 2104 C2
WHEEL CHAIR RAMP DETAIL SHEET 2 OF 2
01 139
._+ . -rr. -,- t . n r r.; �-•- ' -r. � 'f^. � -'' •r �' I ���; -T j � : I ' 7.-, I7 I "
,1 - f I + •i +-, + + + •' ' � � ' r r -1 f'.� k air -

Landscape Calculations: (Note: There are no regulated trees
located on the existing site.)
Req'd. Prov'd.
Cando Street Streetyard -
65 I.f. frontage - 24' driveway = 41 Lf.
x 25 (CS district factor) 1025 s.f. 1088 s.f.
0 1 tree / 300 s. f. 3 . 4
0 6 shrubs / 300 s.f. 21 21
Parking Area Interior -
3872 s.f. x 8% 310 s. f. 502 s.f.
0 1 tree / 144 s.f. 2 3
Foundation Plantings -
® 22' facade hgt. x 30' front x 12% 80 s.f. 230 s.f.
Overall Site -
1.31 oc. tract area x 15
trees/ac.
20 20
- Streetyard
- Interior
•,•,•,*, - Foundation
Planting
F_ _
Planting
'++.+.`+ Planting
Areas
Areas
Areas
Development Notes:
1. All development shall be in accordance with
the City of Wilmington Zoning Ordinance and
Subdivision Regulations.
2. Existing sanitary sewer service is currently available
to the site from public systems.
3. Water service shall be supplied by an on -site well
4. All site lighting shall, be located and installed
so as not to shine directly onto residential premises.
5. Mechanical equipment & trash receptacles will
be screened by an opaque fence.
6. All signs and pavement markings in are open
to public traffic are to meet MUTCD standards.
7. The contractor is responsible for the location
and protection or existing utilities during
construction. Call .U-LOCO at 1-800-632-4949.
Contractor is responsible for the repair and replacement
of any utilities, curb & gutter, pavement, etc. that may be
be damaged during construction. Damaged items shall be
repaired to at least the quality or workmanship found in
the original item.
8. No wetlands exist on site.
9. All roof draws are to be routed to the infiltration system.
Graphic Scale
20 0 10 20 40
rr'.:kli:a
MATCH EXISTING
TOP sSMH 33.0 ASPHALT GRADE 33.0f Hunters Trail (60" Public R/W)
1NV 26.4
"""Wrq awswft X
EXISTING •SMALL INFILTRATION SWALE. xT
32.8f SPILLWAY ELELATION x
X X
x
I I I TEMPORARY GRAVEL
33' I I CONSTRUCTION ENTRANCE
APPROX. LOCATI
OF EXISTING STONE I o�
DRIVEWAY
to I I O'� Existing
z ¢ I 1 Building
� p I 00 \
J
I
X '� Io I I �; n/f ! '
24" TYPE "H" CUR 31a 1 Linda F. Ia. Robinson, Trustee1
�-- I
! I ONCRETE FLUME D.B: 2899-1014
6 I W/10'x10'x12" ED(TYP.) Zoning District: CS
- -) ! �I Land Use: Auto Shop
24 TYPE H CURB I
APPROX. LOCATION I I PROPOSED 3:1 GRASSED SWALE 0 0.0% I
OF EXISTING STONE
DRIVEWAY I ! TO PROVIDE STORAGE FOR INFILTRATION -- - - -- -
II • > 1 I 50' TEMPORARY
CONSTRUCTION
01 I ENTRANCE Existing XI
MERGENCY OVERFLOW Building k
X ! O I SYSTEM ® 0.0% I
�Icvo
.
PER CURB TO MATCH DI No. 1
r �
PAVEMENT; 33.9 RIM 33.75 _- - - - - ---
v I i I INV 30.8 > » - 6"x8' LATERALS X
I N 800,56 00 4 10' O.C. (TYP.
TSF � .�.
7 SETBACK Gnm No. 6
RIM 33.75
34 o r j % y\' e, z Y u w \ ._ �v ,� INV 30.8
I { ✓
STANDARD CITY I I =� �' X
COMMERCIAL X. SSMH f. , ,.� y' ,.
•� -rr ' - 9 }r // tip, ,� Y,, ,' • k.. ...r r.
DRIVEWAY APRON OP 3J.1
INV 24151 1 .`
X I in
TYP. r / x I L�7
APPROX. LOCATION ! " ~ r
OF EXISTING STONE ! i y ::� :•=::•;•:. •:•:4 : �:�: C
DRIVEWAY x x
I ` • HC PARKING SIGN
� � �, PROPOSED
TWO STORY PROPOSED BUILDING 8"x6' LATERALS
LA
GATE 1800 SF �I 7200 SF ' . 0 10' O.C. (TYP.)
6" S N. SEWER OFFICE 1 FIN, FLOOR ELEV. 35.0 " , �
01. MINI 30' X 30'1 8 x6 LATERALS
MIN. BUfY " EXTRUDE 1 ® 10' O.C. (TYP.)
n/f 11E INTO ENLISTING SSMH CURB 'ti°' 1 >k� 3 DI No. 5
H-W Acquisition I , RIM 33.75
I INV 30.8
ax
11 Company. Inc. v /ffJ . :� v I
D.H. 2350-494 I 00"x ,��
`� �,� x f y. , X .� .x� , y�� y z
Zoning District: CS I I vo x , :x '� >:' `� ti5'xt II1L'�RTI�NlIH r�
�-
Land Use: Trucking Co. I x
N � t��j
7A x � z
DI No. 2 �°`' o X
l RIM 33.75 I
1 I INV 30.8
z
I 1 PROPOSED BUILDING
9750 SF
! [ • ') X
I FIN. FLOOR ELEV. 35.0 X
I�
I DI No. 3 x 8"x6' LATERALS
a RIM 33.75 1 x W
INV 30.8 x 10 O.C. (TYP.)v?
I
Y DI No. 4
a ` RIM 33.75
ml "� >C ` ' �' �, u 1 ',' INV 3C.8
W �� r „
O in \
+�-- u rram--•. 7w►�► --•
RAT04 EiVCFi -
I1 .t y/ v
ox
1 s X
1 PROPOSED BUILDING Lit
I I bt� i 5250 SF
I- f (25' X 210') x x C)
x x FIN. FLOOR ELEV. 35.0 �� �
cn
X ! • ONCRETE DUMPSTER"' �_ f° -�-
- PAD w/ ENCLOSURE PROPOSED 5:1 OPEN. GRASS SWALE O
_ _
� � X
TST No. 1 8` 4 � 67.09
• 40' UTILITY EASEMENT
n/f T
H-W Acquisition
11 Company. Inc.
D.B. 2350,-494
I
Zoning District: CS
Land Use: Trucking Co.
n/f
Oakwood Mobile Homes
D.B. 1663-1002
Zoning District: CS
Land Use: Sales
n/f
Pope Wade etal
D.B. 1085- 880
Zorving District: CS
Land Use: Service
Fox
Site
Vicinity Map
(No Scale)
SITE DATA
PROPERTY ADDRESS: 410 CANDO STREET
TOTAL AREA
1.31 ACRES
ZONING
CS
BUILDING AREA
19,675 SF
PARKING SPACES REQUIRED
2
PARKING SPACES PROVIDED
3
ASPHALT AREA
26,605 SF
CONCRETE AREA
75 SF
AREA OF DISTURBANCE
1.61 AC.
LEGEND
EXISTING CONTOUR
X EXISTING SPOT ELEVATION
PROPOSED SPOT ELEVATION
DROP INLET w/INLET PROTECTION
STORMWATER RUNOFF DIRECTION
CONCRETE AREA
(175} LANDSCAPING w/AREA
LIMITS OF DISTURBANCE
X X - TEMPORARY SILT FENCE
')ATE PRINTED
REVISIONS
N.
Date Description I By
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1 SEAL
y17374 `
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DATE 2-16-04
DESIGN PGT
DRAWN JLR
C 1
SHEET 1 OF 1
01 139
E - a- -c- j.T r. r•, ,S• t ! i lr7 4,:' s� .:�.
77,
t 1 :�:t l•,ry�` .�,5 i�•(t}, �1 �`; iltji f i .. �,.4; tit
I��i'',ji4�t Y� •1;��1h�� .� rll�1" I �,�,14}7 � r f i �t � it ��(;`�61(ftiS fSdv r�j�+ r � �,. '�

SITE WORK NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING VALLEY A�AUr DRRIW
CONOTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE. O Z O Y
2. CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS w CURB(SEYOND) r r�,
w a Sl"Atx OR SEE PLAN FOR PIPE
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN. ow CONCRETE �c 3 S7"AiX AIWA ORIENTATIO I
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, a � C�
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE. ORGANIC L,.I a FLUME r TO GRAD SIDEWALK SEC79 '
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION. 1 /2R SLOPE
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL „
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS. - . &,P .MOW ram'
5. DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE cpoopo ep o o•+p yo • " a o'
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY. CASTING
NOTE: USE NEENAH
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT. P1i�A \ DAVNEwAr I A�AZA (1 1 I R-3402-E FOR CATCH
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED ` 3" MIN. COMPACTED -� -- 1- I BASINS AND OR 402
CAT
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND STONE 7
I I FOR YARD INLETS
FILL AND COMPLETE INSTALLATION TO SPECIFIED GRADES. CONCRETE FLUME SECTION A -A
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE CONC. COLLAR
PROPERLY PERMITTED FACILITY AS REQUIRED_ -
9. THE CONTRACTOR IS RESPONSIBLE FOR THE .LOCATION AND PROTECTION OF ALL NTS `o. m4NAsaY Aa1w p CtM AafTLW
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS 4'-0" I �
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE PLAN
3-0
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF 6" '"' 6"
THEIR INTENT TO EXCAVATE, 1N WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING. FJ r� �"/ CONC. COLLAR 1,_Oe
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ ASPHALT PAVEMENT
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH ExPAIArsAnAv „nAArr f/s' ,q FxPrwS>tow
APPROPRIATE PERSONNEL A PAN a ELEV. VARIES
11. EXISTING SURVEYING PERFORMED BY HOBBS SURVEYING AND SUPPLIED BY THE OWNER, r
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER = - - N7 T
PRIOR TO INSTALLATION. _ r r 3 -0. RA r 4!! 3'-0' _ 2' Q" 3 " CEMENT
13. THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT IyO " .�. '-- = BRICK MASONRY P STET CASING
HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER. °p °p o°p°p°o°oar°a°a °pao•o o _
pp
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER -I I-ILrliI�-I I 1-III I I I f���l
AT FINAL GRADE. :I 11�1 I i� I �I TIC I I� I I I� I f=11 1 I I- 11=i 11= SEC770N A A FLOW
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES. A 4"
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS. 3" MIN. COMPACTED STONE s~r'_ - z- T
16. ALL PAVEMENT, BASE AND SUBGRADE SHALL CONFORM TO NCDOT STANDARDS INCLUDING CONCRETE FLUME DETAIL
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS B" s, 3000 PSI CONC. , cD
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC. NTS SEC77ON B-B
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT ~� NOTE:
ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL AREAS SHALL BE STANDARD D R IVEINAY DETAIL DROP INLET TO HAVE SAND
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES. TRAP DROP FOOTING 12 &
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS Avg SECTION LEAVIr OPENING AS SHOWN
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A DROP INLET D ETA I L
CHLORINATED RUBBER ALKYD, F5 TT-P-115, TYPE III, FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING. 60' R/I✓ NTS
20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS, CURBS AND DRIVES SWILL HAVE A MINIMUMN COMPRESSIVE - - -
STRENGTH OF 3000 PSI 0 28 DAYS - AIR ENTRAINED.
22. FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST WILL BE
PAID FOR BY THE CONTRACTOR. 19' AOV-AA'AVICIPAL
CONSTRUCTION SEQUENCE UTILITY fASErAf_NT
c SAND CLAY
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION.
3• INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE, SILT FENCE, CHECK DAMS, ETC.
4. INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER
BEGINING CONSTRUCTION.
5. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL
6, IF APPLICABLE, CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
7. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
8. A 4" LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
9. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO LATER THAN 15 DAYS AFTER DISTURBANCE.
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
10. MAINTAIN ALL EROSION CONTROL MEASURES UNTIL PROJECT IS COMPLETE.
11. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
12. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION. III = -111
MAINTENANCE REQUIREMENTS
24"
12" 12"
8" ABC
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
STONE BASE
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
» »
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
TYPE
Q
H C U 13j�
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
1 \
PRACTICES AS DESIGNED.
3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
NTS
BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND INLET PROTECTION
WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
2" TYPE 1-2 (NCDOT)
��---- 8" ABC STONE (NCDOT)
LATE WINTER & EARLY SPRING
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE
JEEM RUE Ib/mil
120
lespedeza (Kokm in
PiOmont
I
I I{ I 1
onnE Coaatal. Plain,
I I II I I I
Korean in Mounta➢rm) 50
NOTE: PAVEMENT SECTION MAY VARY
omR annual I- p I wN+en duration of temporary corer is not to exto
DEPENDING UPON FIELD CONDITIONS.
beymW 'um.
CONTRACTOR SHALL COORDINATE
SEEDING DATES: -
W/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
Mourrlalrn - AIK1r. MODFeb 15-May 15 -
ACTUAL PAVEMENT SECTION.
Below 250D fL.Fob. 1Padmord -May 1
` �°���°°���`. "
PAVEMENT SECTION.
SOIL AMENDMENTS
FobreeammendaWm of mA leete or Ib/sere 7-- cq&-W-
N S
iar2.000
taral IMr+sstone and 750 lb/acre ,0-10-10 tlN=rr.
SPRING -SUMMER
MULCH
PERMANENTGRASSING DETAIL
APPLY 4.000 UVACRE STRAW. ANCHOR STRAIN BY TACKING WIN Ag%%LT,. NEnw,
OR A MULCH AN(>tDRR10 TOOL A DISK WIN BIDES SET NEARLY STYWIM CAN BE
INDKENT
SEEDING MI1A!J
USED AS A MULCH ANCHORING TOOL
MNNTENANCE
50
LESPEDLA o
Referttlze fr yrowlh Is not Iully adequate Reeved, rOWUNx• one mulch Im-
COMMON B01M1UDNw#
GERMAN SS 10
mOda" foAowinq potion or otMr aomaga.
TAIL R3CUE 50
TEMPORARY SUMMER GRASSING DETAIL
SEEDING NOTES
1. WHERE A WAT APPEWAIM IS ✓5PC ft, OMIT SUAMA
SEEDING MD(TURE
2. USE COMMON IElBIDMSS ONLY ON ISOLATED SOB %WK IT CANNDI BE-
COME A PEST. BERMIUMIASS IVY BE REPLACED WITH 5 lb/oer/ CETi11PEODW M
GERMMi MNa.ET 40
SEEDING DATES
N THE PMXWF AND MOIINTAN& A SMALL -STEMMED SIXONDRASS MAT BE
210SRMED AT A RATE OF 50 I21XW.
APRL I - JLLY 15
SEEDING NOTES
SOIL AMENDMENTS
MOMAINS - WY 15-AUG. 15
APPLY LYE AND FFTfTLQER ACCORDING TO SON. YMM OR APPLY 3,000 4/we
PKI)MONI - IMY I-AUG. 15
GROUND AGRICULTURE LMESTONE MID 500 b/aeew W-10-10 FEATL12iR.
ODASIAL PLAN - APR. 15--AM 15
SOIL AMENDMENTS
MULCH
FOLLOW REODYIIMMICI115 OF SON. TESTS OR APPLY 2A00 LB/AM GROUND AGRIDUL-
nNAL t1IlMONE AND 750 UVACIE 10-WID FERrNJ M
APPLY 4000 b oen CWW STRNM EQUPP ENr COVER OF MIdM SUITABLE
MULL CNL BY TACKNIC MAIM ASPHALT, RO►'/IG, OR NETTING OR BY CRIIPNG
WITH A MULCH ANCHORING TOOL A DISK MAIM BLADES SEI NEARLY SIRAIIR CAN BE
MULCH
USED AS A MULCH ANCHORING TOOL.
APPLY 4AW LB/ACRE STRAW. MOM STRAW BY TACKING WITH ASPHALT. NETTING.
OR A HULCH ANDVIVNG TOOL A DISK WITH BLADES SET NEAP Y STRAI6Rf CAN HE
USM AS A MULCH ANCHORING 700E
MAIINTIENANM
RETERINEE 7HE FOLLOW04 APRL WITH 50 b oc,e IIIROGfiL REPEAT AS GROW414
�1'TC���u
MAID I ENANCE
REMAIM MAY BE MOWED OILY NEAT APPFJIRMICE IS
DE tRM OW SUN= /ND MOW' AS EOrMN AS NEEDED
IEFIXTLIZE F M MrM IS RIOT FULLY ADEOLIUL RESEED. RGIRTN= AND MULCH N-
MEDIAXLY FOLLOWING EROSION OR OTHER DAMAGE
VET
FALL-WINMR
PERMANENT GRASSING DETAIL
TEMPORARY FALL GRASSING DEWL
sEEDING MIXTURE
SEEDING MIXTURE
Jim= BATE Qk&Z )
�iirri,� ib/AMN�
TALL FESCUE-_(_BLEJID OF 7W0 OR
THREE WPROYED ItARIEIIES) �
Rye (grain) 120
RYE (WAN)
SEEDING DATES
SEEDING NOTES
JANUARY - APRL
MOUNTAINS - AUG. 15-DEC, 15
COASTAL PLAN and PEDMONT - AUC. 15-DEC 30
AUGUST - DECEMBER
501E AMENDMENTS
SOIL AMENDMENTS
APPLY LIE AM I MILIZER ACCORDING TO SON- TESTS, OR APPLY 3.00D-5,000 b/oae
0p Db/�ALROL THE LDWEli RATE ON SANBY SMS) AND
fMWWr SOIL TESTS OR APPLY 2 000 LB/ACRE GROUND AGRICULTURAL
t.0� 1L0�FESFEAIW..�Ii
LIMESTONE AND 1,ODO LB/ACRE 10-10-10 FERTILIZER.
MULCH
MULCH
APPLY 4ACD b/sae MIN STI M OR EQUMYi 9 CDVM OF A/DTEIt SUMABLE
APPLY 4,000 LB/ACRE STRAW. ANNCHDR STRAW BY TACKR/G WHIR ASPFNLT, itIE1'1I/G.
OR A MULCH ANCHORING TOOL. ADM M+fRI EI'M SET NEM4Y STRAICF1f CAN BE
MUCH. ANCHDR W W 4Y TACKING WON ASPFMLT. MNW OR NITIIIG OR BY CRWP-
NG W H A MULCH ANCHORING TOOL. A OW WITH BLADES SET NEARLY WRAKW CM
USED AS A MULCH ANCHORING TODL
BE USED AS A MULCH ANCHDRMG TOOL -
MNTENANCE
MNNIENANCE
Repair old m4orUllze damaoad areas lmmedlataly. Topdre with 50 Ib/acre
of n1trogen in March. I it Ts necmory to -WW Wroarary saver 6eya+d
FUMUZE ACCORDING TO SOLL 7ESM OR APPLY 40 b sera rDR00fN IN44KIA EY
OR FEBRUW. 40 b INIEI�R SEFMD 40 b IN FROM A 12-4-I.
Jum 15, ova aeed wMh 50 Ib/sere Kobe (Piedmont and Coaelal Plain)
o► Kor••n (M-takm) inPede:a M late February or early March.'
1"-b, OR SIMKM TURF FERINJZE L AM ETRR M APPLICA704 DURING
TWM WEATHER. AS THIS NOWASES STAND LOSSES TO OI9FASE RMED FT7tT M
AD MULCH DIAIAG D AREAS 111MEDIAT11Y. MOW 70 A HEIGHT OF 2-1-33 INCHES
AS NEMM.
C 10' MN-AWCIPAL
R V
UTILITY EASEMENT LSTANDARD WATER I COVER MARKED VALVE BOX
CONC, SIDEWALKS CONC. CURB L GUTTER
e ASPAWL T
AORL BASE, CA#VT1Atl1S rrPE v CIAPB
TO r' BEHIND CtRB
STREET SECTION
NTS /
�O�
QJ� G AZ
2- _ 3-
COARSE AGGREGATE ti
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
6" CONC. 4000 psi
6"x6"xW2.9xW2.9 WELDED
WIRE FABRIC REINFORCEMENT
`-4" ABC STONE
DUMPSTER PAD DETAIL
SPILLWAY
oSUMPur
CROSS CHANNEL BOTTOM
CROSS SECTION
W
w
STONE SECTION A -A
NOTE.$:
1. W TRIW Y. IMII.L BE CONS !")CTED FVW.
2. SEDN� TRAP HE7diT TO BOtrOM OF SPILLWAY
WILL NO LESS THAW TWO FEET.
3. SPUWAY DEPTH SHALL BE ONE I =.
2x4 WOOD
WOOD OR STEEL STAKE
FABRIC
TREATED
l0
Ile
LANDSCAPE
TIMBER
RUNOFF WATER
_
at&
w/SEDIMENT
G.I. BOX
U�
V
W
OOOO
-�
SEDIMENT
DROP INLET
w%RT
& COVER
Z
to
W(X
CI'_
7
SM
W W
5w
I
BURIED FABRIC SKIRT
BY ENGINEER
_ 0
AS DIRECTED
COMBINATION
MAX 45' SWEEP
W
BENDS AS REQ'D
V
NIPPLE
PER COUNTY
MAIN
ANGLE REQUIREMENTS
AS REQ'D
2X4 WOOD FRAME
NOTE: MINIMUM 3 FEET OF COVER
STEEL ST E
SHALL BE MAINTAINED UNLESS
DUCTILE IRON PIPE IS USED.
DROP INLET
w/GRATE
BURIED FABRIC SKIRT
TYPICAL NEAR
SIDE
SEWER SERVICE
DETAIL
NTS
__.....`'� GATHER
EXCESS
AT CORNERS
4
NOTES:
1. AS SYNTHETIC FABRIC, USE A PERVIOUS SHEET OF NYLON,
5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH
POLYESTER, OR ETHYLENE YARN -EXTRA STRENGTH
2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW
(50 LB/ 11NCH MIN.) -THAT CONTAINS ULTRAVIOLET RAY
AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST.
INHIBITORS AND STABILIZERS. FABRIC SHOULD BE SUFFIDIEHTLY
POROUS TO PROVIDE ADEQUATE DRAINAGE OF THE TEMPORARY
8 PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND
SEDIMENT POOL. BURLAP MAY BE USED FOR SHORT-TERM
BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE
APPLICATK)NS. IT MUST BE REPLACED EVERY BO DAYS.
OR 12 INCHES OF COMPACTED SOIL.
2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS.
7. FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE
3. FOR STAKES, USE 20-INCH WOOD(PREFERRED)OR EQUNALENT
OVERLAPPED TO THE NEXT STAKE.
METAL WITH A MINIMUM LENGTH OF 3 FT.
S. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET
ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM
A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO
BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY
DIKE ON THE DOWNSLOPE SIDE OF THE STRUCTURE.
THE GROUND, APPROXIMATELY 18 INCHES DEEP.
TEMPORARY FABRIC DROP
INLET EROSION CONTROL
j SEAL CLEAN -OUT "-
lil STACK w/DUCT TAPE PVC OR "' NTS
(SEE NOTE 2) !�1/8' BEND
PVC OR CIP SEWER MAIN
PLUG w/4' SINGLE TEST
PLUG Mr/WING NUT 4' TAPPING SADDLE
(SEE NOTE 2) TEE [IR WYE
(SEE NOTE 1)
NOTES,
1. SEWER TAPS TO BE PERFORMED BY CITY
CREWS EXCEPT WHEN TEES OR WYES ARE
INSTALLED IN NEW MAINS LAID BY THE
CONTRACTOR.
2. THESE ITEMS SHALL BE INSTALLED WHEN
NO HOUSE CONNECTION IS MADE AT C.O.
GUIDELINES FOR STANDARD CLEAN -OUT
SANITARY SEWER HOUSE SERVICE
NTS
15'
7.5' 7.5'
GRANITE
INV. 30.8 , j 12"
�- 12" CPP (CORRUGATED
PERFORATED PLASTIC PIPE)
TRENCH DRAIN DETAIL
NTS
TEMPORARY SEDIMENT TRAP TABLE
NO.
ACRES REQ'D 1PROVIDED1 L
1 W
D
0.12 216 300 15'
i 0'
2'
4.
11RED PE��LJIRLY FROM TIE 1KrE8 SILL PLAN 9NFET fpR IODATION
of Tl# L2 sroNE
5. S1i1dP�5HOON10Mf FOR A MINNIULI OF
fl
3/8" AIRCRAFT „ „
a' FM AZADVM NAS NECE0W . ONCE P 1QTHS).
CABLE, COAT.
;. ATIO►1UOF Fr&. TTtAP WALL BE DONE *4 SUCH A WAYR
ASPHALT
TEMPORARY,
SEDIMNTP D
,
4 REBAR @
'- 0" 0. C. x 12"
NOTES:
EXTRUDED CURB
1-SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C.J.) SPACE SAME AS SIDEWALK WIDTH.
CO
3. THICKEN SIDEWALK TO 6' AT DRIVEWAYS.
NTS
4. T IME N SIMW,Tlx TO 6" IN LAST 3' WHERE ITABUTS PAVEMENT
WITH No cum.
5. 1/2- EXPANSION JOINT (E.J.) REQUIRED AT 30' MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES, AND AS NOTED ON SITE PLAN.
6. PROVIDE A LAYER OF 15� ID.DG. FELT B! IWEEN WALK AND ADJACENT
PARATLING CURB OR SIRLICTURE
7. REINFORCE W/64-10/10 W.W.M.
CURB 30' MAX. SPACIN;
RESERVED MDICAPPED PARKINNGG S GN ALUM. o
TO READ "RESERVED PARKING'
.� •' ,
�p YM
° PARKING WITH IDENTIFICATION SBOL
GD BOLT To WD. POST W/ 3/8" CJWDIUM
PLATED NUTS. BOLTS & WASHERS
9" x V-0" x .000 STD ALUM. SIGN
TO READ "MAXIMUM PENALTY 1100.
GS 20-37.6 . BOLT TO WD. POST
WITH 31W CANDNM PLATED
I 12" I NUTS, BDLTS A: WASHERS.
C<LlJB.? PRESSURE TREATED 4"x4" POST
LEGEND AND BORDER - GREEN
DO
.
E BAc1(GROUND FINISHED GRADE
1 -1 /2"R(TYP) -
PLM B=.-STRUCTURE
MAXIMUM I
z
1/8-R TOOLED P*'.1" DEEP w/AN
JOINT 8"R TOOLED JOINT
PENALTY -III=1 f I� -111=1 I I-
3/8"(TYP) III -I 11-I i II I �-1 I 1-I I 1
$250 I I=III -1 i 1=1T1-
- 7.
Q
11 kE
1/2' EXPANSION
3
9 _ 12" I =1 11=1 I 1=I=111
G „EI
JOINT MATERIAL /a- ABC STONE(NCDOT)
LEGEND AND BORDER -GREEN
13ACKGRDUND - WHITE
6- ABC STONE(NCDOT)J
EXPANSION JOINT (E.-L) COWROCTION JOINT (CA)
TYPICAL HANDICAPPED SIGN DETAILHIS
SIDEWALK JOINT.- D,JL,„_,_
NTS
70OX MIRAFI FABRIC
12'
8' WHERE R/W WIDTH PERMITS
U CURB STOP FORD B21, B61 SERIES,
NOTES, OR EQUAL.
1. ROCKWELL 315 SADDLE REQUIRED FOR ® BRASS METER COUPLING MUELLER H 10890
TAPS ON PVC AND DUCTILE IRON WATER MAINS. 5/B'x3/4' HAYS 5680
2. 6- INCH TO 9-INCH CLEARENCE REQUIRED ©
BETWEEN BOTTOM OF METER BOX LID METER YOLK w/L❑CK STOP 9' RISER
AND TOP OF METER. 5/8'x3/4' MUELLER H 14118, FORD V42-7W
® METER BY THE CITY 5/8'x3/4'
GUIDELINES FOR STANDARD
3/4" WATER HOUSE SERVICE
NTS
VARIES 6'-8' MIN.
I
\MIN.
/'S
12-1 2 GA 0
H>r
'
INTERMEDIATE WIRESI
tL
SEE IN ACCORDANCE
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
ANCHOR FABRIC SKIRT
f�J O I I Ac n117CrTrT1 RY CAIY'_IAICCD
u 3 u
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN_ OF
36" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0' IN HEIGHT AND BE OF "HE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STDDLE
1 1/2" LONG
TEMPORARY SILT FENCE
NTS
WITH GRASSING DETAIL
I Al REFERENCE PLAN SEE SITE PLAN FOR INVERT
SWALE SLOPE
TYPICAL GRASS SWALE
NTS
PLAN
4' SIDEWALK
3000 PSI _
CONCRETE CUT OR TDDLED ~
JOINTS 3�t
N 1-II{I-!IF_-IIL
axe-,0/10 W.w. u,- `-COMPACfED �� o
SUSCRADE
•• a- I�
SwTm
IF DIMENSION 16 46' OR GREATER - ATE SIDEWALK CONTROL JOINT
FLARES SHOULD6 HAVE A 1:10 SLOPE
IF\
DMJEIISIOII IS LESS THAN 46-
FLARES SHOULD HAVE A 1:12 SLOPE 3'R
---'--�-I EXPAWASPHALTIC M JJOINT��ORMED
�i_TI JT •f.
e1
ax6-10/10 w.w.M.- �CpMPACTEU
SUBGRADE
Jr OR TOOLED
mw
REVISIONS
Description I By
W�
Z
1.4
0
V 1
W V L E­j
0 0
F-i
Q
0
T� rE-I
W z
H� H�
ENNINN,
I -I
V
n •
0
� Few
V C\2
z
111-4
W O
W �U
z (D
+'oLo°u
a
Z .� Z re) cr)
CO 9
�W
W
z
O O 0 W
U .r-4 0
O
O
[V
44 co
E4 �' F+•1 I•Z l U
N DIRECTION
S E A L
- 17374
��j� •E!4CIt�1E�•'••'�
/AAArrrllll »��
DATE 1 1-17--03
�-
DESIGN PGT
,
DRAWN AR
SECTION
WH!EEEL CWYR RAW
C2
TYPICAL SIDEWALK AND
)&HEEL CHAIR RAMP DETAIL SHEET 2 of 2
J I - PRIN L) r 01139
FEB 2 7 z0_.'
-'- -, ,�A'
+ I, iz;i fFT 'J-• -,T __.. - ."._
}1 � � t e� I I. I. ti. i. !�!'. I'. �, '•1! '.. H': r..',, 1,,. .4-s�. 1e'.4 i��w. r:3 I J.. ., .,'� .i ..--. i... .l. , ..�. sr�I ..,. .'J. � ...

a Landsca Calculations:
p
(Note: There are no regulated trees
located on the existing site.)
Req'd.
ProVd.
Cando Street Streetyard -
65 I.f. frontage - 24' driveway = 41
I.f.
x 25 (CS district factor)
1025 s.f.
1088 s.f.
0 1 tree / 300 s.f.
3
4
0 6 shrubs / 300 s.f.
21
21
Parking Area Interior -
3872 s.f. x 8%
310 s. f.
502 s.f.
0 1 tree / 144 s.f.
2
3
Foundation Plantings -
0 22' facade hgt. x 30'
front x 12%
80 s. f.
230 s.f.
Overall Site -
1.31 ac. tract area x 15
trees/ac.
20
20
- Streetyard
Interior
++•+•,�,
Foundation
Planting
Planting ':'.'.'
Planting
Areas
Areas
Areas
Development Notes:
1. All development shall be in accordance with
the City of Wilmington Zoning Ordinance and
Subdivision Regulations.
2. Existing sanitary sewer service. is currently available
to the site from public systems.
3. Water service shall be supplied by an on -site well.
4. All site lighting shall be located and installed
so as not to shine directly onto residential premises.
5. Mechanical equipment & trash receptacles will
be screened by an opaque fence.
6. All signs and pavement markings in areas open
to public traffic are to meet MUTCD standards.
7. The contractor is responsible for the location
and protection or existing utilities during
construction. Call U-LOCO at 1-800-632-4949.
Contractor is responsible for the repair and replacement
of any utilities, curb & gutter, pavement, etc. that may be
be damaged during construction. Damaged items shall be
repaired to at least the quality or workmanship found in
the original item.
8. No wetlands exist on site.
9. All roof draws are to be routed to the infiltration system.
_ M Tz
't
Graphic Scale
20 0 10 20 40
MATCH EXISTING
EX. SSMH ASPHALT GRADE 33..0t ,
TOP 33Hunters Trail (60 Public R/W)
� INV 26.4
X
i... .. ..t.. .. .....� ___0_xx
o j o 7332.•8EXISTING SMALL INFILTRATION SWALE x
-- .y'�• �� ti t SPILLWAY ELELATION
X
x
I I { TEMPORARY GRAVEL �` I
33' i CONSTRUCTION ENTRANCE
APPROX. LOCATION
OF EXISTING STONE
DRIVEWAY >1
a
10 I I� 1 Existing I
z _ I `� Building
a to I . •
00
X Ixo I I a n /f
24" TYPE "H" CUR 3 I ; Linda F.I
-Go FA
Robinson, Trustee
ONCRETE FLUME I
l D.B! �,2899-1014
I I �
I /10'x10'x12" ED(TYP.)
� W
l -, Zoning Pistri�t: CS
Land Use:,. Auto Shop Q) -
1y��o ' R 24" TYPE "H" CURB j X
I �
APPROX. LOCATION I I 1 OF EXISTING STONE PROPOSED 3:1 GRASSED SWALE ®O.Q% 1
"�'� I 1
DRIVEWAY I I TO PROVIDE STORAGE FOR INFILTRATION- -- - --
•y 50' TEMPORARY
CONSTRUCTION X
ENTRANCE Existingf-EI
I MERGENCY OVERFLOW Building
I O I SYSTEM Ob 0A%
X F � I Cp � '�1 •
1 I_ ' I TAPER CURB TO MATCH DI No. 1RIM 33.75 - -
PAVEMENT; 33.9 -
�..) INV 30.8 QQ o -- --� __ -- 2�1. � 4' - 6"x8' ,LATERALS
. N U 0 5 6 0 0 - O.C. (TYP.
7' SETBACK {rasa TSF �ix-
_ DI No. 6
RIM 33,75
0 INV 30.8
I ,
STANDARD CITY I I } 1 \, ;f. ` l J x
COMMERCIAL X. SSMH
DRIVEWAY APRON OP 3 .1
INV 24451CD
I •�' C ,
f �r
_ T
LC)
x
APPROX. LOCATION I •` "-
OF EXISTING STONE I I x '. :::'�• :'• ^ ::,•'
DRIVEWAY
I .N
HC PARKING SIGN
PROPOSED ;
I �3� TWO STORY Gjr PROPOSED BUILDING 8"x6'LATERALS ATE 1800 SF � 7200 SF _ �
10,0.C, (TYP.)
6" S N. SEIVVE OFFICE FIN. FLOOR ELEV. 35.0 ,o
01. MINI ( X 8" x6 LATERALS {{
MIN. BUY x EXTRUDED -/ ) 0 10 O.G. (TYP.) 3
n/f TIE INTO EXISTING SSMH CURB �`' ¢� A DI No. 5
H-W Acquisition I i RIM 33.75
q I ti� v ' .v v�' ; >�1xY X' >:
11 Company. Inc, INV 30.8
r
D.B. 2350-494
x
Zoning District: CS I I / o ,�; .� x'i 19EN{�H�
Land Use: Trucking Co. l XI
x
DI No. 2
I I RIM 33.75 !,
1 INV 30.8
Io I 25 U.
a z
PROPOSED BUILDING
9 750 SF x y
I I r (50' X 195')
F I Y r FIN. FLOOR . ELEV. 35.0 "�' x r
1 I r
z
I w "x '
La DI No. 3 r x
8 x6. LATERALS
w I RNV 30.85 x ` x 0 10' O.C. (TYP..) 3
DI No. 4
mf rJ - f x .� �. �, ,.K RIM 3"75
1 '� X f .�, ,may r Y, �o I NV 30.8
O k N
Ik�Y�c19ac$ IIILR►T13 Fc{; ii
1
} 1 t PROPOSED BUILDING LL_I
i ► 5250 SF ^
(25' X 210') x
x x .FIN. FLOOR ELEV._ 35.0 CD
� �
ONCRETE DUMPSTER • +-- ��°`�`' -- x ���,
PAD w/ ENCLOSURE PROPOSED 5:1 OPEN -GRASS SWALE
��� � I
4 =71
-" - - -
TST No. 1 r U L . �
40 UTILITY EASEMENT
n /f
H-W Acquisition n/f
11 Company, Inc. Zoning District: CS Oakwood Mobile Homes Zoning District: CS
D.B. 2350-494 Land Use: Trucking Co. D.B. 1663-1002 Land Use: Sales
n /f
Pope Wade etal
D.B. 1085-880
Zoning District: CS
Land Use: Service
Fox
Site
Vicinity Map
(No Scale)
SITE DATA
PROPERTY ADDRESS: 410 CANDO STREET
TOTAL AREA
1.31 ACRES
ZONING
CS
BUILDING AREA
19,675 SF
PARKING SPACES REQUIRED
2
PARKING SPACES PROVIDED
3
ASPHALT AREA
26,605 SF
CONCRETE AREA
75 SF
AREA OF DISTURBANCE
1.61 AC.
tr
REVISIONS
Nj
Date I Description I By
1 S E A L _
_ ' 17374
LEGEND
EXISTING CONTOUR %' 40 �I..
X EXISTING SPOT ELEVATION ;�``��
PROPOSED SPOT ELEVATION ,
DROP INLET w/INLET PROTECTION DATE 2-16-04
STORMWATER RUNOFF DIRECTION DESIGN PGT
CONCRETE AREA DRAWN AR
(175) LANDSCAPING w/AREA
-^- LIMITS OF DISTURBANCE C I
X X TEMPORARY SILT FENCE
U I'E PRINTED SHEET 1 OF 1
FEB 2 7 20' 0, 01 139
�4 1.

SITE WORK NOTES
1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIARIZED WITH EXISTING
VALLEYPSW��
raRn�
CONDTIONS BOTH ON AND IMMEDIATELY ADJACENT TO THE SITE.
2. CLEARING: CONTRACTOR SHALL
O Z O
CURB(BEYOND)
REMOVE ALL TREES AND VEGETATION WITHIN LIMITS
OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
w }
w �E_ 3
2DEOUX OR
SYDENAILKARFA
C9 CONCRETE
3. GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS. STUMPS,
C)
FLUME ATCH
VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW GRADE, ORGANIC
w a r
TO GRAD
SIDEII SIEcf;av
MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
1 2% SLOPE
4. MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL-
REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5. DISPOSAL.• CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE
!.::.•f -;:; �: ;:: ;;;
000000a0000 d . a a• ~ "o" o
`� £XPMrS)!ON Sf'
ASi9VT
REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED FACILITY.
n e-
6. FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL REPORT.
\
7. THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED
EARTHWORK CONDITION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CUT AND
*
3 MIN. COMPACTED
AY�IIZA
DR1VE]YAY I�
STONE
FILL QUANTITIES COMPLETE INSTALLATION SPECIFIED GRADES.
NTRTAND
8. THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF -SITE
R
CONCRETE FLUME SECTION A -A
PROPERLY PERMITTED FACILITY AS REQUIRED.
9. THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL
NTS
��- ~wlmcw r�IHvr CtWB R1E7i>Ar
ri
EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY EXCAVATIONS
4+_Ow
CURB
I
IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE
EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE PERSONNEL OF
6" 3+-0" 6"
f
THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
.l 1J (' o
10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/
RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
EXPAV-912 / J&Aff 112' A P ENT ExPmsov ",vr f "
APPROPRIATE PERSONNEL.
A
11. EXISTING SURVEYING PERFORMED BY HOBBS SURVEYING AND SUPPLIED BY THE OWNER.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE
II-
THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS TO THE ENGINEER
- iV
PRIOR TO INSTALLATION.
THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCTjawr-
•',�":'
'•.�•'''•f
= 3'-O" _
5'-O'13.
f 4 ;P=
HIS WORK' UNLESS OTHERWISE DIRECTED BY OWNER.
14. ALL PVC UTILITY MAINS SHALL BE INSTALLED WITH A MINIMUM OF 36" COVER-
h I a00000a0000000aaoo co o,o,o,o,o,nosooQaoo,o,00 -_
o„ o o e o„
- ��-
I -I I �>
B'
Ea1°'4'vsv
AT FINAL GRADE.
H I I-1I- I I I I I ICI --I I!-III=1I
-I i �I I !-1 I i-r I r-1 I r I I r� I!-1 TI=1 I ]� � I -I 1 I,
S�CiI�JN A A
15. ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL AND STATE CODES.
p`
METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES SHALL BE THE RESPONSIBILITY
IOLR�1&ILE
OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
3" MIN. COMPACTED STONE
STANDARDS INCLUDING
16. ALL PAVEMENT, BASE AND SUBGRADP SHALL COMROPR TO E BARRICADES,
WORKMANSHIP, MATERIALS AND EQUIPMENT. APPROPRIATE BARRICADES, SIGNS, LIGHTS
CONCRETE FLUME DETAIL
s'
OR OTHER TRAFFIC CONTROL DEVICES SHALL BE PROVIDED IN ACCORDANCE WITH NCDOT
s'
TO MAINTAIN SAFETY AND TWO WAY TRAFFIC.
NTS
5EC710N B-B
17. ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. THE CONTRACTOR SHALL REPORT
ANY DISCREPANCIES TO THE ENGINEER PRIOR L INSTALLATION. ALL AREAS SHALL BE
SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
STANDARD DRIVEWAY D ETAI L
18. CONCRETE STORM DRAINAGE PIPE SHALL BE CLASS III WITH RUBBER GASKETED JOINTS
AND INSTALLED IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS.
NM
19. USE WHITE LANE MARKING PAINT FOR ALL PAVEMENT MARKINGS. PAINT SHALL BE A
CHLORINATED RUBBER ALKYD, FS TT-P-I15, TYPE III, FACTORY MIXED, QUICK DRYING,
NON BLEEDING. REFLECTIVE MATERIAL MAY BE ADDED AT OWNER'S OPTION FOR
NIGHT REFLECTING.
60, RIV
20. DUCTILE IRON SHALL BE CLASS 50.
21. CONCRETE FOR WALKS. CURBS AND DRIVES SHALL HAVE A MINIMUMN COMPRESSIVE
16..
,
STRENGTH OF 3000 PSI O 28 DAYS - AIR ENTRAINED.
22, FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR
BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TESTS WILL BE
PAID FOR BY THE CONTRACTOR. 1N7' A�IV-,yL6VICIPAL
CONSTRUCTION SEQUENCE UTILITY Maw
P' SAND CLAr
1. NO CUT SLOPE OR FILL SLOPE SHALL EXCEED A RISE OR FALL OF ONE FOOT FOR
EVERY RUN OF 3 FEET (1 VERTICAL TO 3 HORIZONTAL).
2. NO 'SEDIMENT WILL BE ALLOWED TO EXIT THE SITE. ALL EROSION SHALL BE CONTROLLED
INCLUDING SIDE SLOPES DURING AND AFTER CONSTRUCTION_
3. INSTALL PRIMARY EROSION CONTROL MEASURES BEFORE BEGINNING CONSTRUCTION INCLUDING
BUT NOT LIMITED TO GRAVELLED CONSTRUCTION ENTRANCE. SILT FENCE, CHECK DAMS, ETC.
4. INSTALL ALL SECONDARY EROSION CONTROL MEASURES AS SOON AS POSSIBLE AFTER
BEGINING CONSTRUCTION.
5. ALL EROSION CONTROL MEASURES TO BE INSPECTED AFTER EACH RAIN.
SILT FENCE, SILT TRAPS, AND INLET PROTECTION TO BE CLEANED WHEN HALF FULL
6. IF APPLICABLE. CONSTRUCT PROPOSED RETENTION POND TO ACT AS A SEDIMENT BASIN
DURING CONSTRUCTION. REMOVE ACCUMULATION OF SILT AS REQUIRED TO ALLOW PROPER
FUNCTIONING. RESTORE POND TO DESIGN LEVELS AT THE COMPLETION OF CONSTRUCTION.
7. IF APPLICABLE, INSTALL DROP INLETS WITH INLET PROTECTION TO ACT AS SILT TRAPS
DURING CONSTRUCTION. REMOVE ACCUMULATED SILT AS NEEDED TO PREVENT SILT FROM
ENTERING STORM DRAIN PIPING.
8. A 4' LAYER OF TOPSOIL SHALL BE APPLIED TO ALL NEW AREAS TO BE GRASSED.
9. ALL DISTURBED AREAS SHALL BE SEEDED IN ACCORDANCE WITH SEEDING SCHEDULE AS
SOON AS POSSIBLE BUT NO LATER THAN 15 DAYS AFTER DISTURBANCE.
ALL SLOPED AREAS TO BE SEEDED NO LATER THAN 15 DAYS.
10. MAINTAIN ALL EROSION CONTROL MEASURES UNITL PROJECT IS COMPLETE.
11. MORE STRINGENT MEASURES MAY BE REQUIRED TO HALT EROSION IF THOSE ON THIS
PLAN PROVE TO BE LESS EFFECTIVE.
12. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES UPON COMPLETION OF CONSTRUCTION.
ALL PERMANENT MEASURES SHALL BE WELL ESTABLISHED PRIOR TO PROJECT COMPLETION.
MAINTENANCE REQUIREMENTS
1. CONSTRUCTION ENTRANCE MUST BE MAINTAINED TO PREVENT MUD OR SEDIMENT FROM LEAVING
SITE. PERIODIC TOP DRESSING WITH TWO INCH STONE MAY BE REQUIRED.
2. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL, BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
3. SEDIMENT BASINS WILL BE CLEANED WHEN THE LEVEL OF SEDIMENT REACHES 2.0 FEET
BELOW THE TOP OF THE RISER. #57 GRAVEL WILL BE CLEANED OR REPLACED WHEN THE
SEDIMENT POOL NO LONGER DRAINS PROPERLY.
4. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE AND INLET PROTECTION
WHEN IT BECOMES ABOUT 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE
REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
5. ALL SEEDED AREAS WILL BE FERTILIZED. RESEEDED AS NECESSARY. AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS.
DENSE VEGETATIVE COVER.
2" TYPE 1-2 (NCDOT)
ABC STONE (NCDOT)
LATE WINTER & EARLY SPRING
TEMPORARY GRASSING DETAIL
SEEDING MIXTURE
lq s. 111111111TE r�/0MI
Mnuol roiniza (Kobe in 120
_II
Piedmont and Coastal Plain,
Korean In Mountains) 50
NOTE:
PAVEMENT SECTION MAY VARY
omit annual lepedma when duration of temporary cover I. not to a0snd
DEPENDING UPON FIELD CONDITIONS.
beyond June.
CONTRACTOR SHALL COORDINATE
SEEDING DATES:
w/OWNER & GEOTECHNICAL
ENGINEER TO DETERMINE
Wourrtal„e - Aber2500 III: Feb. 1s-.May 1s
Beiow 250D fl: Feb. 1-May f
ACTUAL PAVEMENT SECTION.
'�°°`���`.'5
PlainCoottal
PAVEMENT SECTION.
SOIL AMENDMENTS
Follow rwcommwndatiarn of nos tomb or oW2,000 lb/cm Around ag&-ul-
NTS
teal 6newbne and 750 Ib/ern 10-10-10 {wrtlAxr.
SPRING -SUMMER
MULCH
PERMANENT GRASSING DETAIL
APPLY 4= LB/A7tE WSW 40M WRA11 ITY TACIII WIM ASPIAALT, NE"
OR A MULCH ANCHORING TOOL A 01% WHIT BLADES SET NEARLY 5TitNQ1T CAN HE
SEEDING MTXTUM
USED AS A MULCH ANCHORING TOOL.
E ML&AM
MAINTENANCE
30
lWartllte tF growth Is not fully odpunte. Rewewd, rwfertllta and mulch Urn-
GERMAN ILLEr [NRASS 10
f
mediotey fwllowhrg wrowlan or other datum".
T�FESCt 50
TEMPORARY SUMMER GRASSING DETAIL
NorEs
1. WHERE A NEAT APPEARANCE 6 DESNED, OMIT SERXEA
t
BE7y LYING MIXTURE •:
7. USE COMIM BUILIDAGIRM ONLY ON 150L TO SAES WHM R CANNOT K-
OOME A PEST. EER1 DAORA55 MAY BE REPLACED WITH 5 b/acre CDMPMEGRA55.
0E1111 MIuv 40
SEETkWG DATES
IN 11E PEI)AIOIR AND YOUiUI15, A SYMI.-STEYIIEO STIFDANGiJISS MAY
SUMM IED AT A RATE OF 50 L$/ACRE.
APW 1 - JULY 15
SEEDING NOTES
SOIL AMENDMENT'S
MOUKIAMS - MAY 15-A11G. 15
APPLY UME AID 9911 R ACCORDING TO SOIL. TEST$ OR APPLY 3.0D0 lb/am
PEDMONT - MAY 1-AUG. tS
GROUND AGWUURE LIMMW AND 500 b/wee 10-10-10 FERRffiL.
OOILSTAL PLAN - APR. 15-AUG. 15
SOIL AMENDMENTS
MULCH
LBM RECOMIID�Di1710N5 SOUL TES75 OR APPLY 2A00 LB/Al7E GROTTO ACRtCIR-
TLOWllr1ESIDNE AID 750 LB
IURAL /ACTS 10-10-10 FfRfLnER.
APPLY 4400 b/awe GRAN 5FRO R EQUIO. NT Ct14ER OF ANM ER SWPBLE
MULCH. AI BY TACKING 1KTH ASRIALT. ROr A OR NERING OR BY CRI PW
WR N A MULCH ANCHORNG TOOL- A DISK WIN NAM SEr NEARLY STRAW CAN K
I+Lt
MULCH
USED AS A. MUCH AICHOWIG: TOOL
APPLY 4.m UB/ACRE STRAW. ANCHOR STRAW BY TALKING WLIH A5PHALT. NETTING.
OR A MULCH ANCHORING TOOL. A DISK WRH BLADES SET NEARLY SM40HT CAN BE
MAfI� I vw�A+l
USIED AS A MUING CH ANCHOR700L
RF}ERI M THE FOLLOWING N L W H 50 6/ode W11100 N. REPEAT AS OROMiH
MNNTENANCE
FEMNIM MAY
DEmim ma smm me LVM ��OFTON As F A NEAT APPEARAIICE IS
RUMI'M tF MOM 6 NOr FILLY AM MTE RESEED, REFi1TILIZE AID ARIGHT IM-
MEOMTTIY FOLLDRING EROSION OR DI1ER DAMAGE.
r` E ' - IN p
PERMANENT GRASSING DETAIL
TEMPORARY FALL GRASSING DETAIL
SEEDING mmRE
SEEDING MIXTURE
S. RAT£ Wen)
�II,�
TALL. FMAC OF TWO OR
aeGfii�Iwli" RATE I'.bINawal
Rye (grain) 120
THREE m*rN O VAf1 M) 20D
RYE IG+Ar+t 25
SEEDING DATES
SEEDING NOTES
JANNLAMIY - APRL
MOUNTAINS - AUG. 15-DEC. 15
AHI - D
COASTAL. PLAN and PEDMONT - AM. 15-DEC 30
SOIL AMENDMENTS
SOIL AMENDMENTS
APPLY LYE NO FEWWW ACCORDING TD SOL TMr*. OR APPLY 3.000-SA00 b/sae
rJoaIND AGIICILT,XUML uIESTDIE TIE LOWER RATE ON SANDY SOTS) AND
FOLLOW SOIL TESTS OR APPLY 2 000 LB/ACRE GROUND AGRICULTURAL
DID
1JxIo b/oen 1�10-10
LIESrDNE AAD 1,NX,0 La/ACRE FVMZER.
MULCH
MULCH
APPLY 4,000 Ib sae 01UMi MW OR EOUMUM CVJEIt OF ANOnER MWAI
APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACIOINC WRH ASPHALT. NETTING.
OR A MULCH AN6H10RRNG TOOL A DISK WITH BLADES SET NEARLY 5 4OLTR CAN BE
YILDL Sf6Mf 81 TACOM WRH ASSENT', RVJINfi. OR NETTING OR BY CRIMP
ING W M A MULCH NICHORING IDOL A DISK WM OL40M SET NEARLY 51RAK#iT Cm
USED AS A MULCH ANCHORING TOOL
BE USED AS A MULCH ANCHORING; TOOL
MAINTENANCE
LIMA* ENANCE
Rwpdr and refers is damaged eras lrrerledlatey. Tapdrep wlth SO b/ern
FERTM ACCORDING TO 90L =15 OR APPLY 40 lb/me NRR MN IN JANALNtY
d nkrogw, In Mach. K 8 le nacepery to wtend ternpomy oovar
OR R'f> kWY. 40 b N SEP'1EMBER AD 40 6 Ii tD4EYBER, FROM A 12-4-E.
June 15. awrwewtl wNh 50 b/orn Kobe (Wedmont and COO" PIo6,
or Kom (Mourdokn) lapedwza In We Febnlay a early March.
11-4-3. OR SIMILAR 1111E FEFIIJZEA. AMW F43tRL1R APPLC1XW DURING
WA,M WECHM AS THIS INCIErASF.S STAND LOSSES TO DISEASE. FES= FBM=
AND MULCH DAMAGED AREAS IAE11AlT1Y. W W TO A MGHT OF 25-." INCHES
AS NEEDED.
24"
1-0 12~ 1 120
8~ ABC
STONE BASE
TYPE "H" CURB
NTS
P' ASPHALT CRUVAf
INS
4' AMR BASE, C9VTIM,4�'.(1' TYPE 'H' CIAPB
TO 1' BEHINB CURB
STREET SECTION
NTS
11171 1Q' 1jW-,4)WrrPAL
UTILITY EASEMENT
COARSE AGGREGATE ,
TEMPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NTS
A
6" CONC. 4000 psi 2' SPILLWAY
6"x6"xW2.9xW2.9 WELDED
WIRE FABRIC REINFORCEMENT
�>
h _•. : `�'
UNDISTURBED
.: t �%- • -- BOTTOM CHANNEL BOTTOM
mmmume
CROSS SECTION
w
4" ABC STONE
DUMP, STER PAD DETAIL W
STONE SECTION A -A
Norm
AQ�_7ZpRAApPY1MtL BE COBNpSTTTRUCTFD FIRST,
2. wW1SMLJ.* ENNONIDELSSNI7L TF MTTWO FEET. OF SPILLWAY
3 SPILLWAY DEPIFI SHALL BE ONE FOOT.
3/8" AIRCRAFT
CABLE, CONT-.
ASPHALT
�I4
REBAR @
0' O.C. x 12"
EXTRUDED CURB
NTS
RESERVED
HANINCAPPED PARKING SIGN ALUM.
TO READ 'RESERVED PARKING"
t�
(0
'
Q
ARR
WITH IDENTIFICATION SYMBOL
El
:-
aD
fY1111i1U
i I1U
BOLT TO WD. POST W/ 3/8" CANDIUM
PLATED NUTS. BOLTS & WASHERS.
9" x V-O" x .080 STD ALUM. SIGN
TO READ liWIMUM PENALTY SIDD,
GS 20-37.6". BOLT TO WD. POST
WITH 3/8' CANDIUM PLATED
1� I NUTS. BOLTS d: WASHERS.
_
It
PRESSURE TREATED 4"1 POST
LEGEND AND BORDER - GREEN
00
i�YAIAN%X oN BLUE BACKGROUND FINISHED GRADE
wNRE
1-1 /2"R(TYP)
-
MAXIMUM
.z
PENALTY
I I_ _III
=III- TIILI II-1I1=
F
$ 2 5 0
I I I-1 I El 111 11-I 11
1 1-1i1 T I-Ii1-
a
S 20-17
I I I_
-III-ITS_
LEGEND AND BORDER - GREEN
13ACK(),MUND - WHITE
TYPICAL HANDICAPPED
SIGN DETAIL
ms
SEE PLAN FOR PIPE r`'
ORIENTATIO I
CASTING
NOTE: USE NEENAH
1 R-3402-E FOR CATCH
BASINS AND R-3402
FOR YARD INLETS
CONC. COLLAR
L - - - - - -
PLAN
CONC. COLLA
ASPHALT PAVEMENT
ELEV. VARIES
fl
m •'
., _ , l «
R
BRICK MASONRY
FLOW \ '
3000 PSI CONC. .4...- I 00
NG
NOTE:
DROP; INLET •TO HAVE SAND
TRAP SECTION
LEAVt OPENINGASOAS TINSHOW12
N&
DROP INLET DETAIL
NTS .
R/W
STANDARD WATER VALVE BOX
E COVER MARKED C.D. CONIC. CURB i GUTTER
CONIC. SIDEVALK
_• r!„ nQ a w►�1A.• _ia N' s..
2X4 WOOD FRAMES
TREATED
WOOD OR STEEL STAKE
FABRIC
w
RUNOFF WATER �
w/SEDIMENT -- �
r
OOaO
\
C. I. BOX
U�
U%
�
�11�
�
z
SEDIMENT
DROP INLET
& COVER
zM
war
;�
%L"
En
I
BURIED FABRIC SKIRT
C3
5Z
<
AS DIRECTED BY ENGINEER
COMBINATION
_
-�D-o
x
MAX 45' -SWEEP
�W
BENDS AS REQ'D
o
y
�."
NIPPLE
PER COUNTY
MAIN
ANGLE REQUIREMENTS
AS REQ'D
2X4 WOOD FRAME
OR
NOTE: MINIMUM 3 FEET OF COVER
STEEDL STAKE
SHALL BE MAINTAINED UNLESS
DUCTILE IRON PIPE IS USED,
DROP INLET
w/GRATE
BURIED FABRIC SKIRT
TYPICAL NEAR
SIDE
_ .
SEWER SERVICE
-
DETAIL -
NTS
>
GATHER
-
EXCESS
AT CORNERS
NOTES:
1. AS SYNTHETIC FABRIC, US9 A PERVIOUS SHEET OF NYLON,
5. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION. FRAME WITH
POLYESTER, OR ETHYLENE ARN-EXTRA STRENGTH
2x4-INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW
(50 LB/ 11NCH MIN.) -TWA CONTAINS ULTRAVIOLET RAY
AREA AT A MAXIMUM OF 1.5 FT ABOVE THE DROP INLET CREST.
INHIBITORS AND STABI . FABRIC SHOULD BE SUFFICIENTLY
POROUS TO PROVIDE ACK TE DRAINAGE OF THE TEMPORARY
6. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND
SEDIMENT POOL. BURLAP. Y BE USED FOR SHORT-TERM
BACKFILL THE TRENCH WITH AT LEAST 4 INCHES OF CRUSHED STONE
APPLICATIONS. IT MUST ED EVERY 60 DAYS.
OR 12 INCHES OF COMPACTED SOIL
2. CUT FABRIC FROM A C UOUS ROLL TO ELIMINATE JOINT'S.
7, FASTEN FABRIC SECURELY TO THE STAKES AND FRAME. JOINTS MUST BE
3. FOR STAKES, USE 2x4 WOOD(PREFERRED)OR EQUIVALENT
OVERLAPPED TO THE NEXT STAKE
METAL WITH A MINIMUM LENGTH OF 3 FT.
8. THE TOP OF THE FRAME AND FABRIC MUST BE WELL BELOW THE GROUND
4. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET
ELEVATION DOWNSLOPE FROM THE DROP INLET TO KEEP RUNOFF FROM
BYPASSING THE INLET. IT MAY BE NECESSARY TO BUILD A TEMPORARY
A MAXIMUM OF 3 FT APART, AND SECURELY DRIVE THEM INTO
THE GROUND. APPROXIMATELY 18 INCHES DEEP.
DIKE ON THE ODWNSLOPE SIDE OF THE STRUCTURE.
TEMPORARY FABRIC DROP
INLET EROSION CONTROL
SEAL CLEAN -OUT
STACK w/DUCT TAPE PVC OR CIP NTS
(SEE NOTE 2) 1/8' BEND
PVC OR CIP SEWER MAIN
PLUG w/4' SINGLE TEST
PLUG w/WING NUT 4' TAPPING SADDLE
(SEE NOTE 2) TEE OR WYE
(SEE NOTE 1)
NOTESr
1. SEWER TAPS TO BE PERFORMED BY CITY
CREWS EXCEPT WHEN TEES OR WYES ARE
INSTALLED IN NEW MAINS LAID BY THE
CONTRACTOR.
2. THESE ITEMS SHALL BE INSTALLED WHEN
NO HOUSE CONNECTION IS MADE AT C.O.
GUIDELINES FOR STANDARD CLEAN -OUT
SANITARY SEWER HOUSE SERVICE
NTS
15'
7.5' L 7.5'
GRANITE
INV. 30.8 U J 12"
12' CPP (CORRUGATED
PERFORATED PLASTIC PIPE)
TRENCH DRAIN DETAIL
NTS
TEMPORARY SEDIMENT TRAP TABLE
N0.
AARU
CRES
REQ'D 1PROVIDED
I L
I W
I D
0.12
1 216 1 300
15'
1 10'
2'
4. STONE F. �� �j FROM TF� FACE �' BE PLAN SHEET FOR L=TKIN
5.
St1MAP�5HOlXD�__A]J.OW FOR A MINIMUM OF
40Dp�H► cxvr<:L.w� B� p s
STORM A�ND�O ASSN CESSARY (M1d. dICE E�YONIFIS).
7. Rj:AIC �QE �5M� TRAP WILL BE DONE IN SUCH A WAY
NOTES:
1. SIDEWALK THICKNESS SHALL BE 4" UNLESS NOTED OTHERWISE.
2. CONTRACTION JOINTS (C J.) SPACE SAME AS SIDEWALK WIDTH.
3. TH"EN SIDEWALK TO 6' AT DRIVEWAYS.
4, TH111MEN SIDEWALK TO 6" IN LAST 3' WHERE IT ABUTS PAVEMENT
WITH NO CURB.
5. 1/2' EXPANSION JOINT (U.) REQUIRED AT 30- MAX. AT SIDEWALK
JUNCTIONS, AT STRUCTURES. AND AS NOTED ON SITE PLAN.
S. PROVIDE A LAYER OF 150 BIDC. FELT BETWEEN WALK AND ADJACENT
PARALLING CURB OR STRUCTURE.
7. REINFORCE Av/M-10/10 W.W.M.
CURB 30' MAX. SPACING
4-1
1
.{
PLANB=--STRUCTURE
1/B'R TOOLED 1/4"x1' DEEP w/AN
III 1 /8-R TOOLED JOINT
1 2' EXPANSION
TNT MATERIAL /E' ABC SiONE(N000T)
S' ABC STONE(NCDOT)
V - T .1
EXPANSION JOINT (U.) CONTRAIc M JOINT C.J.
SIDEWALK --JOINT- DMILS
NTS
70OX MIRAFI FABRIC
INV. 32.3
2'
REFERENCE PLAN
SWALE SLOPE -
8' WHERE R/W WIDTH PERMITS
U
CURB STOP F❑R➢ B21, B61 SERIES,
NOTES,
OR EQUAL.
1. ROCKWELL 315 SADDLE REQUIRED FOR
®
BRASS METER C❑UPLING MUELLER H 10890
TAPS ON PVC AND DUCTILE IRON WATER MAINS.
5/8'x3/4' HAYS 5680
2. 6- INCH TO 9-INCH CLEARENCE REQUIRED
BETWEEN BOTTOM OF METER BOX LIB
©
METER YOLK w/L❑CK STOP 9' RISER
AND TOP OF METER.
5/8'x3/4' MUELLER H 14118, FORD V42-7W
O
METER BY THE CITY 5/8'x3/4'
GUIDELINES
FOR
STANDARD
3/4" WATER
HOUSE SERVICE
NTS
7.
MIN. 12-1/2 GA o
- INTERMEDIATE WIRES'
SEE IN ACCORDANCE
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
ANCHOR FABRIC SKIRT
M 0I A'I r11Rl=Y'Ttr1 LZV' r'mIr IJCI:D
u 3 u
NOTES:
1. FENCE FABRIC SHALL BE A MIN. OF 32" IN WIDTH AND
SHALL HAVE A MIN. OF SIX LINE WIRES WITH 12~ STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
36' IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED 13Y THE
ENGINEER.
3. STEEL POST SHALL BE 5'-0` IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' 1N HEIGHT AND 3'
TO 4' IN DIAMETER. WIRE FABRIC SHALL BE FASTENED
TO WOODEN POST WITH NOT LESS THAN #9 WIRE STAOLE
1 1/2" LONG
TEMPORARY SILT FENCE
NTS
0
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:;
WITH GRASSING DETAIL
. r.
SEE SITE PLAN FOR INVERT
TYPICAL GRASS SWALE
NTS
r
PLAN
4' SIDEWALK
Ym PSI 6'
CONCRETE CUT OR TOOLED , 4 Stit
JOINTS ^ �{
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it I l i--i I-1I f-I I I_I I k
axR-10/10 w.w.u-
4' =11-�
SECi10N
IF DILIDMN S 49" OR GREATER - CONCRETE SIDEWLK CONTROL JOINT
FLARES SHOULD HAVE A 1:10 SHAPE \
>F LINJEINSION IS LESS „MAN 4E•
FLARES SHOULD HAVE A 1:12 SLOPE - 1/2• ASPH&-nC PREFORMED 3-1
_. .. .-I ExPAHSgH JDHr
12"
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SUBCRMX
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SECTION
WHEEL CHAR RAMP
TYPICAL SIDEWALK AND
WHEEL � CHAIR RAMP DETAIL
11 OR 701
WR
REVISIONS
Description By
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I 17374
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DATE 1 1-17-03
DESIGN PGT
DRAWN JLR
C 2
law
SHEET 2 OF 2
01 139
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L3ATE PRINTED
FEB 2 7 201n.i.