SW3150102_APPROVED PLANS_20150306

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO. SW� S �O
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOG DATE/$-0301p
YYYYM M DD

PROJECT INFORMATION:
DEVELOPER/APPLICANT: SHELLYS WORLD, LLC
RICHARD ANGINO
463'h CAROLINA CIRCLE
WINSTON-SALEM, NC 27104
PHONE: [phone]
EMAIL: [e-mail]
SITE LOCATION: ADJACENT TO 182 NORTH POINTE BLVD.
PROPERTY OWNER: VENTURE PROPERTIES I, LLC
924 MAIN STREET
NORTH WILKESBORO, NC 28659
CONTACT: AARON EDWARDS [phone]
PROPOSED LAND USE: MULTI -FAMILY APARTMENTS (RENTAL)
CURRENT AND PROPOSED ZONING: R-5 MF (CITY OF STATESVILLE)
PLAT BOOK: TRACT B OF PB 56, PG 69 (TO BE SUBDIVIDED)
TAX MAP ID: 77374157
PIN: 4745283585
PARCEL SIZE (1 LOT): 5.281 ACRES
PUBLIC STREET FRONTAGE: 910.20 FEET
NO PART OF PROPERTY IS LOCATED WITHIN A 100-YEAR FLOOD PLAIN.
BUILDING DATA (GENERAL, SEE ARCHITECTURAL FOR MORE INFORMATION):
TYPE OF CONSTRUCTION = V-B
FIRE PROTECTION SYSTEM = TYPE 3R (EXCEPT COMMUNITY CENTER)
MAXIMUM HEIGHT: AREA
BUILDINGS 1,2,& 3: 407" 24,900 SF (SUM OF 3 FLOORS)
BUILDING 4: 30'6" 8,350 SF (SUM OF 2 FLOORS)
COMMUNITY CENTER: 18'6" 2,187 SF
BARRIER FREE RAMP TYPE A (TYP.)
BARRIER FREE
PARKING SIGN (TYP.)
WOLF CREEK LANE (50
REFUSE AREA
CONCRETE PAD (SEE
CIVIL DETAIL) AND
ENCLOSURE(SEE
ARCHITECTURAL DETAIL)
HEAVY DUTY
ASPHALT PAVEMENT
/
/
/
/
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11= ZONED R-5MF
i—. EXISTING USE: VACANT
IIY
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` y ,S87'55'53"E 90.67' S87'58'00"E r 26'
---- - — — — — — — —
�gr(TIE LINE ONLY)
I! } I 168.51' R
I& I d 25' REAR - - YARD SETBACK
r--- — - - RD-- —
-I N - -
108 L)�y I ACTIVE OPEN
or -I SPACE
/----------------
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4,j /
r
PICNIC 5'
SHELTERS
BARRIER FREE RAMP TYPE B
(TYP.)
CB=S20'16'00"E
L= 277.56'
R=150.00'
A=354.48'
PROJECT AREA
�O�T0
010
.00
DLO
INIERSIA
N
CITY OF STATESVILLE
VICINITY MAP-IREDELL COUNTY -NOT TO SCALE
VENTURE PROPERTIES I, LLC
REMAINDER OF TRACT B—PB 56 PG 69
6.36 ACRES +/—
DEED REF: DB 1059 PG 635
*FIRE TRUCK MINIMUM TURNING RADII (TYP.)
PARKING DATA:
1. ALL PARKING SPACES SHALL BE 9' X 18' (MEASURED FROM FACE OF CURBING)
2. TOTAL PARKING SPACES REQUIRED = 141 (120 BEDROOMS PLUS 1 COMMUNITY
CENTER EMPLOYEE)
3. TOTAL PARKING PROVIDED: 151 (INCL. 10 ACCESSIBLE, AT LEAST ONE BEING
VAN ACCESSIBLE)
SIDEWA _'3:
1. ALL SIDEWALKS SHALL BE 5' WIDE EXCEPT 6.5' WIDE WHERE ADJACENT TO
FRCVT BUMPER OF VEHICLES
M.
f_ACTIVE OPEN SPACE:
®i ' • a3,„ s� '�' 1 $'.5i F i `r 2,r��n�♦ • • ��1. 1' • • • 1 23,087
OVARRIER FREE RAMP TYPE BIiG 2. SPACE• • K*MPLAYGROUND, 3 SITTING AREAS, PICNIC SHELTER,
(TYP.) Nq SIDEWALKS, POND, AND BUFFERS APPROXIMATELY 37,330 SF
OPEN SPACE BY ITEM:
' ♦ ' a ° �� at ?, x�
\NEW 18" CURB AND�� l�/ f'�s ' t. A 'I a' erne':§ �. ' •
SITTING AREAS = 252 SF
GUTTER (TYP.)
4 6\Nm� \-:,..^r, ��, i vat �v' t, s" ;,^,�o"�, ^v §3eri?= BUFFERS 21,625 SF
PICNIC SHELTERS = 324 SF
• u'Pc a'< 3aui . s
1. REFUSE COLLECTION AREA AND OUTDOOR MECHANICALIHEAT PUMP UNITS SHALL BE
EXTEND SCONCRETE SCREENED FROM VIEW WITH FENCING.
SIDEWALK AROUND AIR V,
WATERSHED INFORMATION:
RELEASE MANHOLE AS
1. SITE IS IN NPDES PHASE 11 STORMWATER AREA REGULATED BY NCDENIR DIVISION OF ENERGY,
SHOWN. (REMOVE EXISTING
MINERALS, AND LAND RESOURCES.
Z. - ( (� ' 0 �� ♦ ♦ • 1
iz+fY� yP" ♦ ��AC S
3. PROPOSEDIMPERVIOUS
MEMBER 4. PROPOSED IMPERVIOUS AREA AS PERCENTAGE OF TOTAL TRACT
E�
ZONED R-5MF
EXISTING USE: SINGLE FAMILY
STONEBRIDGE SUBDIVISION
NEW 5' SIDEWALK
REMOVE CURB AND GUTTER AND
REPLACE WITH DEPRESSED CURB
AND GUTTER TO MATCH OPPOSITE
SIDE WHEEL CHAIR RAMP
ZONED R-5MF
EXISTING USE: MULTI -FAMILY
(NORTH POINTE APARTMENTS)
�/• / ZONED R-5MF
EXISTING USE: MULTI -FAMILY RESIDENTIAL
(GREYLIN RIDGE APARTMENTS)
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TW9S fb.{UKd ifK e>.t r sz ��.-f lri ���r-; mli
inspzcr dl:rin� +.� +str,,c::=,
Flans 9n0 space and certiry
swrmW&WiUIe6j15ANCAC2H 1Ut76lJr'6 �
Fermi 95W D Date3�_ Jr,
L ' Division "f
\\ 40 0 40 80
CB=N87'34'03"W
L=35.36' '� 41 GRAPHIC SCALE - FEET
R=25.00' 1 "=40'
A=39.28' \
PLAN LEGEND:
——°'—°'—
EXISTING OVERHEAD WIRE
00L ABBREVIATIONS
DIAMETER
a n
EXISTING SANITARY SEWER
BC
AGGREGATE BASE COURSE
._
SANITARY SEWER SERVICE LINE
:B
STORM DRAIN STRUCTURE
off
GRASS LINED CHANNEL -
CENTERLINE
— ----------------- —
EXISTING WATER LINE
:MP
CORRUGATED METAL PIPE -
:O
CLEANOUT
---- —
WATER LINE
:ONC
CONCRETE
ANT
CONnNUOUS
E3
CATCH BASIN
:Y
CUBIC YARD
IF
_
DUCTILE IRON PIPE
STONE WEIR OUTLET
DC
FIRE DEPARTMENT CONNECTION
STONE CHECK DAM
FE
FINISHED FLOOR ELEVATION
®
T
FEET
:n
c uGE
FRAME FABRIC INLET PROTECTION
IV
GATE VALVE
IDPE
HIGH DENSITY POLYETHYLENE
GRASS -LINED PERMANENT CHANNEL
H
INCHES
w
INVERT
—"—"—"—"—
PERMANENT DIVERSION BERM
F
LINEAR FEET
IAx
MAraMUM __ _
B—B—B—
BAFFLES
IH
MANHOLE
IIN
MINIMUM
ITS
NOT TO SCALE
SILT FENCE
IC
ON CENTER -
'C
POINT OF CURVATURE
......................
LIMITS OF DISTURBANCE
'I
POINT OF INTERSECTION
-OT
POINT ON TANGENT
PROPERTY LINE
;OVC
POINT OF VERTICAL CURVATURE
-SI
POUNDS PER SQUARE INCH
ITPOINT
OF TANGENCY
EXISTING STORM DRAIN
.VC
POLYVINYL CHLORIDE
'VI
POINT OF VERTICAL INTERSECTION -I.
"""""""""""
STORM DRAIN
yr
-
,POINT OF. VERTICAL TANGENCY
I
RADIUS -.
* x x
FENCE
;CH
SCHEDULE
ID
STORM DRAN PIPE
EXISTING NCDOT RIGHT OF WAY
IF
SQUARE FEET
!TA
_
STATION
YP
- TYPICAL
------
UNDERGROUND ELECTRIC
IC
VERTICAL CURVE LENGTH -
VWF
MI -DIED WIRE FABRIC
EXISTING UNDERGROUND ELECTRIC
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WOLF CREEK LANE (50
NOTES:
1. PROVIDE AND INSTALL SLEEVES UNDER PAVED
AREAS, CURBS, AND SIDEWALKS WHERE NEEDED
FOR UNDERGROUND CITY ELECTRIC SERVICE LINES.
COORDINATE LOCATION WITH OWNER AND CITY.
2. IF DOMESTIC WATER SUPPLY BACKFLOW
PREVENTERS ARE NOT INSTALLED INSIDE
BUILDINGS AS INDICATED, THEN INSTALL AT
OUTSIDE DOUBLE CHECK VALVE (DCV) ASSEMBLY
AT EACH BUILDING (STANDARD DETAIL #W-12).
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-103.74 ZONED R-5MF
OUT-98.54 I
EXISTING USE: VACANT
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108 I d _ _ 25' REAR YARD S_E_TBACK
ACTIVE OPEN
I SPACE
d
3. ALL CITY WATER SYSTEM EXTENSIONS (INCLUDING /- — — — — — — — — — — — — — —
TAPPING SLEEVE AND VALVE, FIRE HYDRANTS, / —
SERVICE CONNECTIONS, AND OTHER /
APPURTENANCES) SHALL CONFORM WITH CITY OF /
STATESVILLE STANDARD SPECIFICATIONS AND
DETAILS AND SHALL BE INSTALLED BY A N.C. 109
LICENSED UTILITY CONTRACTOR. COORDINATE ALL
SUCH WORK WITH THE CITY OF STATESVILLE AND
/ \ r
WEST CONSULTANTS, PLLC TO ENSURE PROPER / NEW 6" D.I.
INSPECTIONS AND CERTIFICATIONS. 20' UTILITY WATER MAIN
4. ALL SANITARY SEWER CONNECTIONS (TAPS) TO EASEMENT CENTERED �\ r
WITH ALL NEW WATER MAINS
CITY SEWER SYSTEM SHALL BE INSTALLED BY A N.C. \
AND HYDRANTS
LICENSED UTILITY CONTRACTOR. COORDINATE ALL
SUCH WORK WITH THE CITY OF STATESVILLE TO \
ENSURE PROPER INSPECTIONS.
5. FIRE HYDRANTS SHALL BE 4-1/2" BARREL, 3-WAY
TYPE WITH (2) 2-1/2" NST HOSE CONNECTIONS AND
(1) 4" STORZ PUMPER CONNECTION, PAINTED �� \\ NEW 6"D.I. a
SAFETY YELLOW, SET WITH CENTER OF PUMPER / �' \ \ WATER MAIN
CONNECTION AT 18" ABOVE FINISH GRADE, AND
PLACED AND ORIENTED AS APPROVED BY THE ti
STATESVILLE FIRE AND LIFE SAFETY DIVISION.
113 $
1 Q PM\L�> \ a %
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-d I SHELTER
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VENTURE PROPERTIES I, LLC
REMAINDER OF TRACT B—PB 56 PG 69
6.36 ACRES +/—
DEED REF: D8 1059 PG 635
CONNECT TO BLDG SEWER AT 5'
FROM FOUNDATION (TYP.)
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SEE
INSET B / © r �• ©�
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IN
IN
NEW 6"D.I.
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6" SCH 40 PVC SANITARY SEWER SERVICE @
1/8" PER FOOT MIN. SLOPE, 24" MIN COVER,
AND CLEAN -OUT ASSEMBLIES AT 75'
• INTERVALS AND AT EACH BEND (TYP.)
/ A
A/
+/ CLEAN -OUT AT END OF TAP (TYP.)
SANITARY SEWER TAP INSTALLED PER CITY
`] STATESVILLE STANDARDS, SIZE AS SHOWN
cP UT INCLUDING PVMT. REPAIR) - TYP.
�
APPROX LOCATION OF MANNOLE-
PER GREMN RIDGE APARTMENTS PLANS
X_\\ WATERMAI
// \\ CONC PAD \\ a/a RO 0', Q SEE
INSET
/ \ c>\0/ �t P-1 � L• \p, / \ 4 18" VERTICAL SEPARATION -WATER MAIN
'51 \ \ J J / f " / OVER SEWER MAIN
4" SCH 40 PVC SANITARY SEWER SERVICE ye �� /+ \ L�� INV IN E-9
@ 1/8" PER FOOT MIN. SLOPE, 24" MIN \\ \° a '/ 4' G 00 ti 1 + + O © wv 38NUPE \ `r.0 X,
COVER, AND CLEAN -OUT ASSEMBLIES AT \\ \+ « y a • oo + `*l
50' INTERVALS AND AT EACH BEND (TYP.) \ n / 1 rO
APPROXIMATE LOCATION OF
EXISTING 24" RAW WATER MAIN
ZONED R-5MF
EXISTING USE: SINGLE FAMILY
STONEBRIDGE SUBDIVISION
° X QIH
53
N - .08.
ra ° T- 98
a `
a `
a\
RELEASE V `•
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EXISTING FIRE HYDRANT
(TYP.)
EXISTING 12"
WATER MAIN
ZONED R-5MF
EXISTING USE: MULTI -FAMILY
(NORTH POINTE APARTMENTS)
MONUMENT
SIGN
` PERMANENT
\`�S• DETENTION POND
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/ WATER SUPPLY KEY
/ A. 8x6 TAPPING SLEEVE, GATE VALVE & BOX, AND THRUST BLOCK.
B. 6 x 6 TEE, 2 GATE VALVES & BOXES. o N ig
O
S 'INV IN 36HDP 4
S NV OUT �IRN E-94.3
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INV Wj DPE-90.
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NA-- 8.21
Nl 1I.IlUT-85. /
/
09
/
ZONED R-5MF
/'� •''
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/
EXISTING USE: MULTI -FAMILY RESIDENTIAL
-
(GREYLIN RIDGE APARTMENTS)
"VM%OUTSE-BA zr/`/ -' '' / / y EXISTING 8" GRAVITY
/ SANITARY SEWER
MAIN (TYP.)
�1RH AIR
/
IN oPE—
WT MWK-BAT
EXISTING 8" DIP
WATER MAIN (TYP.)
INSET A
C.
FIRE HYDRANT ASSEMBLY INCLUDING 6x6 TEE, 6" GATE VALVE & BOX.
w m
D.
DOMESTIC WATER SERVICE TAP (SADDLE, FITTINGS, AND CORPORATION STOP) IN
can,
ACCORDANCE WITH CITY OF STATESVILLE STANDARDS. SIZE AS INDICATED.
C3
E.
DOMESTIC WATER SERVICE METER ASSEMBLY (METER, YOKE, BOX, & FITTINGS) IN
LU
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ACCORDANCE WITH CITY OF STATESVILLE STANDARDS.
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F.
DOMESTIC WATER SERVICE BACKFLOW PREVENTER ASSEMBLY (SEE NOTE 2 AND DETAILS
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AS APPLICABLE). I
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G.
DOMESTIC WATER SERVICE PIPING. USE TYPE L OR TYPE K (AS APPLICABLE) COPPER
FROM MAIN TO METER, PER CITY STANDARD DETAILS. FROM METER TO CONNECTION
OUTSIDE BUILDING USE SCH. 40 PVC WITH 24" MINIMUM COVER.
W
Q
H.
CONCRETE THRUST COLLAR & 6"x2" TAPPED M.J. PLUG (OR SIZE AS REQUIRED)
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RESTRAINED TO PIPE WITH MEGALUG SERIES 1100 OR EQUAL. I
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2" GATE VALVE & BOX (OR SIZE AS REQUIRED). I
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FIRE PROTECTION SUPPLY PIPING (SCH 80 PVC, AWWA C900 DR 18, DUCTILE IRON, OR
W
J
Q
GALVANIZED STEEL). SIZE AS INDICATED UNLESS OTHERWISE DETERMINED BY FIRE
U
PROTECTION (F.P.) CONTRACTOR/DESIGNER. STUB UP TO 12" ABOVE FINISHED FLOOR IN
LOCATION AS SHOWN IN BUILDING DRAWINGS OR AS DETERMINED BY F.P. CONTRACTOR.
�
_
_
K.
FIRE DEPARTMENT CONNECTION (FDC). SEE DETAIL.ORIENT NOZZLE TOWARD PAVED
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VEHICLE TRAVEL AREAS. \
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J'RAPHIC SCALE — FEET
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INSET
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QI IIYiI q'�JI'v 0I VENTURE PROPERTIES I, LLC
REMAINDER OF TRACT B-PB 56 PG 69
6.36 ACRES + -
A
o II i ��,�-_ _ -� I I V DEED REF: DB 1059 PG 635
TRIF
- - - - - - - - - - - - \
r I' `
EROSION CONTROL CONSTRUCTION SEQUENCE AND MAINTENANCE PLAN: woLF eReeLe LANE tso Fr pusue Rrvuy' t ; !: INV OUT-- `\ \ / /
` !r-'��s�-. I i INV OUT-98.84 rl _�
A. CONSTRUCTION SEQUENCE: % % RIM"data i it-�1Qrj- �1'v Iv-��\��_ ' 'I 1 v V v> 'I A /
INV IN-95.]3ri
r I 1 1 V A /
1. CONDUCT PRECONSTRUCTION MEETING WITH IREDELL COUNN EROSION CONTROLINSPECTOR. �' - - - - - - - \ r _ -_2. INSTALL OR IMPROVE EXISTING TEMPORARY GRAVEL CONSTRUCTION ENTRANCE AT THE ` ` 11 ACCESS POINT TO THE SITE.3. INSTALL SILT FENCING AND STONE WEIR OUTLETS.4. INSTALL OFF -SITE MEASURES TO DIRECT OFF -SITE RUNOFF INTO STREET STORM DRAIN \'1 \\'• 1 I 1 �1 I I \\-'-'"-' -� -
SYSTEM (CHI, CH2, SDI). i f I
5. MODIFY EXISTING SKIMMER BASIN AND TEMPORARY SEDIMENT TRAP.
111
6. INSTALL TEMPORARY DIVERSIONS. g q ?' I i 111 l l l-------- ---------
7. REQUEST INSPECTION BY IREDELL COUNTY OF ALL INITIAL EROSION CONTROLKEEP AND MAINTAIN EXISTING
MEASURES AND OBTAIN APPROVAL PRIOR TO COMMENCING OTHER SITE DISTURBANCE. t
8. PROCEED WITH GRADING, RECONSTRUCTING BERMS, DIVERSIONS, AND CHANNELS AT BERM TO PREVENT RUNOFF
THE END OF EACH DAY IN ORDER TO DIRECT ALL RUNOFF INTO SEDIMENT TRAP AND o % EI IIII IIIII \ \
ie �' I IIIII 'II III IIII FROM FLOWING OFF -SITE
BASIN. kl
j 11 / IIII III IIIw v / �I
9. FERTILIZE, SEED, MULCH, AND MAT ALL SLOPES AS SOON AS SLOPES ARE GRADED.
10. INSTALL STORM DRAINAGE SYSTEM AND INLET AND OUTLET PROTECTION DEVICES.
11. ESTABLISH A TEMPORARY VEGETATIVE PROTECTIVE COVER WITHIN 7 DAYS OR
PERMANENT GROUNDCOVER WITHIN 7 DAYS OF COMPLETION OF ANY PHASE OF I III I I�I
I
GRADING.
12. CONSTRUCT PERMANENT DETENTION POND AS LAST PHASE OF GRADING. DO NOT PLACEPLANTS WITHIN POND OR ON SHELF
UNTIL
R SK OF SEDIMENT CONTAMINATING THE PLANTS). STABILIZED SITE MUST BE ATEASNO
T SS o(WITH STABLE,
AS DETERMINED BY IREDELL COUNTY, PRIOR TO CONVERTING TO PERMANENT POND.--------------
B. MAINTENANCE PLAN: /� %��%% j ii '�' - -_--- / \ 1 `v REDIRECT EXISTING CHANNEL TO
1. INSPECT ALL EROSION CONTROL DEVICES WEEKLY AND AFTER EACH RUNOFF PRODUCING
KEEP OFF -SITE RUNOFF FROM
RAINFALL EVENT. \ / /„ y //,, , `, _ _ _ _ , - I+, I I ; ENTERING SITE. REVEGETATE ALL
2 OR REPLACE STONE WHICHREMOVE ACCUMULATED DHAS BEEN DIMENT KISPLACEDALL AOR CONTAMINATEDSURES WHEN HALF .
AND REPAIR PLACE SILT FENCE AT 12" �� �V 1 lii��/�/�l i l' - '� �`� - i'I j i I I
3. AFTER VEGETATION IS WELL ESTABLISHED, REMOVE ALL TEMPORARY EROSION CONTROL INSIDE PROPERTY LINE DISTURBED AREAS OFFSITE
DEVICES, GRADE THOSE AREAS SMOOTH AND RESEED. / I '� /�
/ � I Ilil ,ll/
SAW CUT CONCRETE PAD AT 12"
SOUTHEAST OF THE PROPERTY LINE
AND REMOVE CONCRETE ON THE
SHELLY'S WORLD PROPERTY
EXISTING TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE -
ADD MORE STONE AND
MAINTAIN UNTIL PERMANENT
DRIVEWAY IS BUILT
'
BOUNDARY OF
V / „/%;'� I' ; '/--------- DISTURBED AREA
/ I I
(5.6 ACRES)
CH-
V----------'I `� ,' a,' / \ i (14' WIDE RIP RAP)
REMOVE 15" RCP
'------------- V_ // ROCK INLET PROTECTION
KEEP AND MAINTAIN EXISTING
CHANNEL TO DIRECT ON -SITE , ''i % %'c$ �/ % (J% EXISTING RIP RAP
�� \\ 'i '-�------------- '' '''�',�,' INVI DPE�'<� ` /// (REMOVE)
O EO \ RUNOFF TO SKIMMER BASIN. , ,'/, IN T
''' '� REPLACE WITH CH-3 CH-4 AND ' ' /' '
r r \ �,,, i,/ ,� / /
0% LOCAiId! OF MANHOLE-
� '' ,/ / \� I \ PER fYtEYl1N RIDGE APARTMENTS PLMIS
CH-5 AS GRADING PROGRESSES '' 3' / .�"�/\\ ` FES-1
CH 2
\\ \ ------ > SID \IC\`\\� (8' WIDE RIP RAP)
N-
/ �/
CONC PAD
/ 40 �I��a)�
in
TB-1 (REBUILD EACH STRAW WATTLE '/
DAY\IF DISTURBS / / CHECK DAM TYF ' / / / �1
��� (50' MAXIMUM SP CING/%/!,� �j-J
/ A A ,,'�,� �- W q-91.34V/
�D-2 (REBUILD EACH �/ / h i/'/ i \5 d I4VDUT-w.19 0 \
DAY IF DISTURBED)
TEMPORARY ia° V �// -;'/s ��/' / CONNECT SD-1 TO EXISTING CATCH BASIN, INSTALL FLARED I
a STORM DRAIN PIPE "''' >' ✓ `' / ° END SECTION (INVERT ELEVATION 99.30) AND CONSTRUCT I
,�i/', e
`'V \ %I'" 53 I /"I / \\` \ \\� \-="% ^ \\�\\\ - - -' \ �' //r ''-'"� �� •/ / ° CHANNELS CH-1 AND CH-2 TO DIRECT ALL OFF -SITE
IN De a / I i `x `//%,' % '%��,� \� \\\ 1 �''�.;� �wG.Irfree6P s I ER WHERE I
NV .9b / �''" �\ VA �"° °" E"`� '/ �� RUNOFF INTO SD-1. REPLACE CURB AND GUTTER 1
(1) NEW / ''
% V ` v -� %� ` REMOVED FOR INSTALLATION OF SD-1.
POROUS BAFFLE-,,
,AIR RELEASE V V l
TOP_%.30 4 \\ �� \\-� *tY DP yo. q / \
TOP ar PIPE-e9.7 �$T•�-- / , , I j'�� ��Y, /�, / `< - ' / wMEX M
INV-83.]0 \ ,', i'/, ���'� '/i//j / IN W Ba
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0.N- '�jl /�/ a� VAS •- ' A
NV IN O/�a38HDPE-
H\ \
INVJMIT?'HI TSB-7 %' / / e✓
NOTE: THERE ARE NO SURFACE \
"X , ,'
,d �.:��, �_� � / H • ,� WATERS ON THIS SITE. vv
am
EXISTING TEMPORARY SEDIMENT TRAP. ' G�` ♦ �-l7-� y /
RECONSTRUCT AS REQUIRED. /C',x \ % E%M 93.33 MH EXISTING SKIMMER BASIN -MODIFY AS INDICATED
'ell/ RIS- J
IINV IN-83.98\ IAND MAINTAIN UNTIL SITE IS STABILIZED
/\` ` NV CUT IX1T JBHD -
DRE Bb.PV OUT-a3.]ei/ \
(2) EXISTING POROUS BAFFLES
\ % / ° ```\ \ �,•' Ip�� /VIN 38NOPE-83.8 \O,
EXISTING RIP RAP -ADD MORE RIP RAP AND // `. �� /MV MIT 36NDPE-84.1 VERIFY AND ADJUST EXISTING
R I EMBANKMENT OF SKIMMER BASIN AS
MAINTAIN AS REQUIRED UNTIL ci r' \
CONSTRUCTION OF PERMANENT DETENTION % •' \ I NEEDEDSHALL BE 5' WIDE MINIMUM AND
POND - CREST OF WEIR ELEV. 96.50 / ' \\\ ELEV. 98.0 OR HIGHER.
LENGTH OF WEIR = 40' �/ \\
DRAINS TO FOURTH \
CREEK (CLASS C) 41
\
/
/
IeQJH1l1
ra,ea re.}J1`t ME ttrc SL.trfi+ir3 r�r 5y � bi�na; /
io3pacl duluQ caNsttUctwn• ell cr ni "t+ wah the /
.lane end specs; and certify conlPitance with'he /
, tornrwatar roles t 15A NCAC 2H .1008 (D)40 0 40 80
/
/
GRAPHIC SCALE - FEET
1 "=40'
+J
m
a1
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SHEET
C3 OF 9
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I

GRADING & EROSION CONTROL NOTES:
(� I Q"I\ \ h
1. FINANCIALLY RESPONSIBLE PARTY: i ,QI I �I 'Iv vv'v N
SHELLEYS WORLD, LLC v IIII 1 1 1 1 11 viI' vv v I I I i�
463-1/2 CAROLINA CIRCLE v 1 1 I I III l i
WINSTON-SALEM, NC27104 vv 11 1 IIII `��`��� j 1, 110
2. TOTAL ACREAGE IN TRACT = 5.281 ACRES.
3. TOTAL DISTURBANCE AREA = 5.6 ACRES.
4. DEED REFERENCE DB 1059 PG 635.
0_
O TRF
v v v v v-'_�_-, --'_ _ - ---�
I v-
_ _
WITH
5. ALL CLEARING DEBRIS, IF ANY, SHALL BE DISPOSED OF IN ACCORDANCE ALL STATE AND LOCAL
_ _ I
- - - - - - - -
' �� �, __
ORDINANCES.
___,_____,_-__,_____,_�---','-�-
6. ASSUMED SOIL CLASS B.
____ _____ ____------ _
_ _-'�l
�\ �, \ \ �. _ � \
_ _ _ _ _ _, �
7. THIS PROPERTY IS NOT WITHIN THE 100-YEAR FLOOD PLAIN AND IS THEREFORE IN ZONE X.
___ l
---------
i1,?
` \\ r'
r
8. ALL CUT AND FILL SLOPES STEEPER THAN 4:1 SHALL BE COVERED WITH NORTH AMERICAN GREEN MATTING S
3. ALL
( ' .J�. -
WOLF CREEK LANE SO FT PUBLIC l
:° i EX MNII}
MM-103.74 `I IIII\\` �\ \ \\
\\ `\ \ \\ \ �6NED R-5MF
STAPLE PATTERN B, OR APPROVED EQUAL.
ON SITE.
RNI
,'®�$
I;i
I ; INV
OUT-98.54 14I� / I i
\ /
9. A COPY OF THIS PLAN AND ITS APPROVAL CERTIFICATE SHALL BE KEPT
.
'--mil05j-
I I I\
\\ USE: VACANT
10. A TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE PLACED AT ALL ACCESS POINTS TO THE SITE
RIMM102.18 i
INV IN-95.73
i
I
-'��
\ ,EXISTING
TO PREVENT THE TRACKING OF MUD ONTO THE EXISTING STREET. ALL VEHICLES SHALL BE WASHED FREE OF
%
ANY LOOSE MUD BEFORE EXITING THE SITE.
CTED IN ACCORDANCE WITH THE CURRENT NCDENR
11. ALL EROSION CONTROL MEASURES SHALL BE CONSTRU - - - - - - _ _ _ _ _ _ _ - _ --_ _
EROSION CONTROL MANUAL.• --- - _------'---__
12. NO IMPORTING OR EXPORTING OF SOIL IS ANTICIPATED IN THIS PLAN. IF SUCH IS REQUIRED, A MODIFIED -- _
PLAN MUST BE SUBMITTED AND APPROVED BY IREDELL COUNTY DEVELOPMENT SERVICES.
13. PERFORM SELF -INSPECTIONS AND RECORD KEEPING AS REQUIRED BY NPDES STORMWATER PERMIT NCG I \ 115'
4 (
010000, COPIES OF RAIN GAUGE RECORDS AND MAINTENANCE ACTIVITIES SHALL BE MADE AVAILABLE TO \ \ \
' �' I
IREDELL COUNTY PERSONNEL AT ALL TIMES. �I
I I
g tr5 I I I
w I 41 108 I vIIII 11 l -- -- ACTFVE v `.
GENERAL SITE NOTES: o r' °III SPACE
((�, IIII CH-3
1. THE EXACT LOCATION OF THE EXISTING UTILITIES SHALL BE w j 71 111 j r vv
VERIFIED AND DETERMINED IN THE FIELD. ALL EXISTING --_-- -
j/ o 111 IiI ilil B
UTILITIES MAY NOT BE SHOWN AND SHALL BE LOCATED BY THE
CONTRACTOR PRIOR TO STARTING WORK. NOTE: - - - - -
2. ALL ACCESSIBLE ROUTES SHALL BE IN COMPLIANCE WITH THE ALL CATCH BASIN INLETS SHALL BE
CURRENT NORTH CAROLINA ACCESSIBILITY CODE FOR SITE _ _ -
ACCESSPERTAININGTOSIDEWALKS,TRANSITIONS, CURB CUTS PROTECTED WITH HARDWARE CLOTH ', ;; I ; I \ --__
AND SLOPES. 9 AND GRAVEL (SEE DETAIL). WHEN ALL / ; ;� III ; I FLvv`� // ----- ' op
3. ALL SIDEWALKS SHALL HAVE A LONGITUDINAL SLOPE OF 5 /P OR
LESS. ALL BARRIER FREE PARKING SPACES AND AISLES SHALL AREAS ARE GRAVELED OR PAVED,
BE SLOPED AT 2% OR LESS IN ANY DIRECTION. ALL GRADES REPLACE HARDWARE CLOTH TYPE
SHALL BE VERIFIED PRIOR TO PAVING OR PLACING CONCRETE._
4. MAINTAIN AN "AS -BUILT" SET OF DRAWINGS. THE DRAWINGS PROTECTION WITH (SILT SACK'TYPE
SHALL BE RED -LINE MARKED TO REFLECT CHANGES IN PIPELINE PROTECTION AT EACH CATCH BASIN. IG
AND STRUCTURE LOCATIONS AND ELEVATIONS FROM THE �� \ \ �// �/ /' �`� `Z`
ORIGINAL DRAWINGS AND GIVEN TO THE ENGINEER OR OWNER
UPON COMPLETION OF THE PROJECT. SUCH RED -LINE MARKS
SHALL BE BASED ON MEASUREMENTS USING A TAPE AND
TRANSIT, OR BETTER. A LICENSED SURVEYOR IS NOT REQUIRED
TO PERFORM THIS TASK.
5. THE EXTERIOR WATER AND SEWER SHALL CONNECT TO THE / / \ \ l661 l/ l / r 770
INTERIOR PLUMBING AT 5 FEET OUTSIDE THE FOUNDATION.
6. THE FIRE SPRINKLER LINE SHALL BE INSTALLED 12" ABOVE / - -_
FINISHED FLOOR. SEE FIRE SPRINKLER DRAWINGS FOR STUB UP `
LOCATION. /
7. ALL OTHER UTILITIES SHALL BE COORDINATED BETWEEN THE -
CONTRACTOR AND THE INDIVIDUAL UTILITY SERVICE
PROVIDERS.Ily
SD-2 I
FFE 110.50
SE 51�
510 tioN� \ , cea� - - -- CB-3 // `----
//�° ` 3 CH-4 '
/ SD-5 SD-4�
6"0 HDPE DRAIN PIPE -
114 EXTEND TO DAYLIGHT
4"0 HDPE ROOF DRAIN PIPE 9 / CB-5
(CONNECT
/ T ALL DOWNSPOUTS
/ I CONC PAD
/ AND DISCHARGE INTO CB-7)AREA /�/ SD-9 / �G ✓
YARD INLET FFE 109.5� CB-8
i;QJv fi
#3
5,
EX
E 9s
INsE_MMjH9��(Bm //
YRj� '
v 91.�4
t ,
ALZ
FAMILY
310N
ZONED R-5MF
EXISTING USE: MULTI -FAMILY
(NORTH POINTE APARTMENTS)
I
I
\
\
\
41
\
\
\
\
Ile
"Ile /
'9 I/s EX MH
' Yd RIM-IO�rZIS /
Aw IN IN11((,WT
r /
/ ZONED R-5MF
%< 3gN EXISTING USE: MULTI -FAMILY RESIDENTIAL
NV�T 36D�E- (GREYLIN RIDGE APARTMENTS)
/
/
/
RIP RAP APRON (TYP.); AT SD-7
OUTLET, EXTEND RIP RAP IN ALL STORM
DIRECTIONS 9' FROM END OF PIPE. DRAINAGE
GRAPHIC SCALE - FEET
111=40'
TOP
INVERT
INVERT
TYPE
ELEV.
IN
OUT
DEPTH
ELEV.
ELEV.
FLARED END SECTION
N/A
N.30
M 30
WA
FRAME AND GRATE
108.50
WA
105.50
3.00
FRAME AND GRATE
108.20
104.80
104.60
3.60
FRAME AND GRATE
10780
103.20
103.00
4.80
FRAME, GRATE & HOOD
105.20
N/A
102.20
3.00
FRAME AND GRATE
107.50
101,20
101.00
6,50
FRAME AND GRATE
106.20
100A0
W.90
6.30
FRAME AND GRATE
102.70
N/A
99.70
3 W
FRAME, GRATE & HOOD
104,25
10177
101,75
2S0
FRAME, GRATE & HOOD
104.25
IW,00
101,93
227
STORM DRAIN PIPE SCHEDULE
N0.
INLET
OUTLET
LENGTH
INV.
INV.
SLOPE
PIPE
SEE
PIPE
STRUCTURE
STRUCTURE
(FT)
OUT
IN)TYPE
SD-1
FES1
EX CB
16
99.30
99.10
1.25%
36
HOPE
SD-2
C81
CB2
70
105.50
104.80
1.00%
12
HDPE
SDJ
C82
CB3
70
1D4.60
103.20
2.00%
12
HDPE
SDJ
CS3
CBS
70
103.00
101.20
2.57%
12
HDPE
$DS
C34
CBS
98
102.20
101.20
1.04%
12
HDPE
SD-6
C85
CBS
87
101.00
100.10
1.03%
18
HDPE
SO-7
CBS
PE1
109
99.90
97.00
2.66%
18
HDPE
SDA
C87
PE2
72
99.70
92.00
10.09%
12
HDPE
SD-9
PE3
CB9
10
102.10
102.00
1.00%
15
RCP
SD-10
CBS
CBS
22
101.98
1D1.77
0.96%
15
RCP
SD41
CBS
PE4
10
101.75
101.65
1.00%
15
RCP
SD-12
RISER
EX JS
76
86.00
84.00
2.63%
18
RCP
VENTURE PROPERTIES I, LLC
REMAINDER OF TRACT B-PB 56 PG 69
6.36 ACRES +/-
DEED REF: DB 1059 PG 635
STRAW WATTLE
\ CHECK DAM (TYP.).
II J 1
\i /
I CH-3
III i I i
/ / I
/ I I
a / I
/ 1
/ / I
a � /
/
% CH-1
APPROX LOCATION OF MANHOLE -
PER GREMLIN RIDGE APARTMENTS PLANS
FES-1
\
\
\
\
\
\
\
TEMPORARY SEDIMENT TRAP SCHEDULE
NO. DEPTH WIDTH LENGTH WEIR
LENGTH
(FEET) (FEET) (FEET) (FEET)
4.0
TRAPEZOIDAL
RIPRAP CHANNEL SCHEDULE
BOTTOM
d50 RIPRAP
CHANNEL
SIDE
WIDTH
DEPTH
SIZE
SLOPE
NO.
(HAO
FEET
FEET
INCHES
CH 1
4
6.0
1.0
18
CH 2
3
2.0
1.0
12
TEMPORARY DIVERSION SCHEDULE
SHAPE: PARABOLIC
LINING: GRASS PER SEEDING
SPECIFICATION
CHANNEL TOPWIDTH DE
NO. IT,
--TD1 -_ 80
TD2 4.0
R
R
Know what's below.
Call before you dig.
kl"iy�3ilVPt @tzPF' A ±=;-UfR@DS3
.�Orif? SCC FU'7-Ttt."' tir�Ufri80tS 'i
3q±llf�e vi 13 s'Y4 sWSEkar ': '' :%Rrilii�l0
luiss rewi o msttPNS NWI mr cBxigNa:
I " cCY duang CilHatPUCYDt' Ci �^l:1i?}' wnh tAe
r :anS and+WW4; and certify cs, n With the
minwate7 F�las (15A NCAC i D ? /' )1
G 6� j P)T
C
/ R
100 0 100 200
1" -100'
' f DA2=19,680 SF
DA3=19,200 SF
i
,
\ f 4,507 SF
/= DA8=17,258 SF DA6=,DA4=3.25 SF
DA5=6,134
DA7=3,300`
I , DA9=8,587 SF
DA11=71471 SF
02=11,337 SF ,
DA10=16,11 CF11
DA13=6,667
OAT=39,735
4-`
(D
N
L_
+_±
En
Ln
n
C CD
H CO
`H N
L
-`Zro
CD
4-± -1 CT
7 O c: C
0)
C
L. C\I
O O CO
qt
Ln
Z
J
WN
3 t0
V
qW
O
O N 3
7 m
M
CO
m m
.. V W
O r U
Qmo
W W Z
O N N
>
-
cc cc LILI
- -
D_TnQQ Or
•-•-N
PERMANENT GRASS -LINED CHANNEL SCHEDULE \
SHAPE: V-SHAPED
LINING: GRASS PER SEEDING SPECIFICATION \�\ \ DA14=26,009 SF SHEET
TEMPORARY LINER
CHANNEL TOP WIDTH DEPTH TYPE
N0. FT. FT. / `, \ \, DRAINAGE AREAS
CH3 6.0 1.0 STRAW WITH NET `,\ j' / .' i 100 0 100 200 on 0 Sol I �� OF ^
CH3 6.0 1.0 STRAW WITH NET / (VM'
CH5 6.6 1.1 STRAW WITH NET '
111=100' -
r
r
Y
Y
r
Y
Y
Y
Y

10'0" MIN
NOTES:
FILTER -DRAINAGE DIAPHRAGM: 5'0" 510"
ASTM C33 SAND 1. ALL PLUGS SHALL BE ANSI Z60.1 SIZE #SP1 OR LARGER.
2. ALL WETLAND PLANTS SHALL BE ACQUIRED FROM A LOCAL
NURSERY/SUPPLIER THAT REGULARLY SUPPLIES SUCH PLANTS,
SUCH AS CAROLINA WETLAND SERVICES, INC. OF CHARLOTTE, NC.
3. FOLLOW TEMPORARY SEEDING SCHEDULE FOR INTERIOR OF POND
AND FOREBAYS.
0 4. LANDSCAPING CONTRACTOR SHALL USE TESTING SERVICES OF THE
NC DEPT. OF AGRICULTURE TO DETERMINE SOIL SUITABILITY
AFTER INCORPORATING THE COMPOST LAYER AND SHALL
H FURTHER AMEND THE SOILS AS RECOMMEND BY THE LOCAL
18" RCP COOPERATIVE EXTENSION AGENT OR NRCS OFFICE.
SD-21 = 5. LANDSCAPING CONTRACTOR SHALL WARRANT ALL PLANTINGS FOR
O
2 YEARS, REPLACING PLANTS THAT DIE DURING THAT PERIOD.
PERFORATED o
C GATED
24" PLASTIC PIPE
FILTER DRAIN
12" 24" 12" 4110 RUGATED
PLASTIC PIPE 8'X2'X2' BLOCK OF 78M STONE
4'0" FILTER DRAIN AT AROUND PERFORATED PIPE CENTERED
MIN 1% MINIMUM GRADE IN THE LOWER HALF OF THE FILTER. ;
TO DAYLIGHT (TO
JUNCTION BOX) PLUG PIPE
ENDS (TYP) \ ��
BASIN AND FOREBAYS ACCESS
FILTER DIAPHRAGM DETAIL ROUTE AND
OTHER ENT MAINTEMOVAL
NANCE
� AND OTHER MAINTENANCE
NOT TO SCALE Ss\ \ \
s
FILTER DIAPHRAGM SPECIFICATIONS �� �ss \ \
A. INSPECTION: 12' WIDE GATE
THE FILTER DIAPHRAGM SHALL BE CONSTRUCTED USING ASTM C 33 FOR FINE AGGREGATE `� ` ss\ `. (SEE DETAIL),
(THE SAND USED FOR MIXING CONCRETE) UNLESS UNUSUAL SOIL CONDITIONS EXIST. IF THE
SOILS DO NOT APPEAR TO BE A CATEGORY 2, THEN AN ADDITIONAL DESIGN CHECK MAY BE \
REQUIRED. \0 (C42LTI ss `�
i
B. PLACEMENT
THE FILTER DIAPHRAGM SAND SHALL BE PLACED UNIFORMLY IN LAYERS NO GREATER THAN B AIR RELEASE V
INCHES, THOROUGHLY WETTED AND THEN COMPACTED. EACH LAYER OF SAND SHALL BE 30 ♦ \�
COMPACTED BY A MINIMUM OF 2 PASSES WITH A VIBRATORY PLATE COMPACTOR WEIGHING TOP TOP OF OF PIPE-86.7
�\ d 1
AT LEAST 160 POUNDS AND HAVING A CENTRIFUGAL FORCE OF 2,450 POUNDS AT A VIBRATING
FREQUENCY OF NO LESS THAN 5,000 CYCLES PER MINUTE OR APPROVED EQUAL. THE SAND IN V-83.70
SHALL BE PLACED IN A MANOR TO AVOID SEGREGATION OF PARTICLE SIZES. NO FOREIGN
MATERIAL SHALL BE ALLOWED TO INTERMIX OR CONTAMINATE THE FILTER. \
C. FILTER DRAIN
THE FILTER DRAIN SHALL BE EXTENDED FROM THE CENTER OF THE SAND FILTER TO THE
JUNCTION BOX. THE END OF THE PVC WITHIN THE FILTER SHALL BE CAPPED WITH MIRAFI 140 �\ 9Sy� s\
NC OR EQUAL. THE 4" DIA. CORRUGATED PLASTIC PIPE SHALL BE NON -PERFORATED. \
EL. 96. 00 -
UPPER ORIFICE 6"SO.-
EL. 94.60 -
EL. 93.50 -
LOWER ORIFICE 1.5"0
4"x4" PRESSURE TREATED -
POST PAINTED RED UP TO
SEDIMENT CLEANOUT
ELEVATION
10' SHELF AT OUTLET
OF FOREBAY N7 ONLY
MIN. 48" HIGH
SAFETY FENCE 1
12" CONCRETE
TRASH RACK
99. 00
INVERT ELEVATION
�86.00
18"0 RCP ON 2.63%
MINIMUM SLOPE TO
EXISTING JUNCTION BOX
WET POND RISER DETAIL
NTS
EL. 93.
10
94. 00,
TOP OF DAM
GALVANIZED STEEL ROD 3' x 3' CONCRETE
TRASH RACK (2- BOX RISER
OPENINGS) WITH BAFFLE
'i GRAVEL FILL FOR
I RISER ACCESS
� rEL. 93.00
PLACE MINIMUM 6" LAYER OF CLAY SOIL IN
11
7
MAIN POND AND FOREBAYS UP TO THE 94.0
3
FOR 2 1
CONTOUR, UNLESS SOIL TESTING PROVES THAT
� POND
1������/�����(�
ON -SITE SOILS HAVE AN INFILTRATION RATE�yTyUT�jT,Yi?�
OF 0.01 INCHES PER HOUR OR LESS. AT 10'
i.
"
WIDE SHELVES, CLAY LINER SHALL BE PLACED
BELOW THE COMPOST)SOIL PLANTING LAYER.
OTTOM EL. BOTTOM EL.
FOREBAY N7: 89.00 87.00
FOREBAY 82. 91.00
NOTES:
1. BARREL SHALL BE REINFORCED CONCRETE
PIPE AS PER THE SPECIFICATIONS. ALL 1.50'0 PERMANENT GALVANIZED -
JOINTS SHALL HAVE WATER -TIGHT RUBBER STEEL PIPE GROUTED INTO
GASKETS. WALL OF RISER AND EXTENDED
2. THE SEDIMENT STORAGE LEVEL IS 1 FOOT 6" OUT AND SLOPED DOWN
ABOVE THE BOTTOM OF THE POND AND EACH FROM RISER
FOREBAY.
70' WIDE SHELF MIN. 48" HIGH
(TYP)
SAFETY FENCE
COMPACTED FILL
EMBANKMENT (DAM)
5'
MIN.
70P OF DAM EL. 88.00
1
FILTER DIAPHRAGM_ L3- - -
(SEE DETAIL) 18'0 RCP BARREL
INSTALL RISER 12'
DEEPER THAN INVERT OUT
ELEVATION AND FILL
WITH CONCRETE UP TO
DESIGN INVERT (FOR
ANTI -FLOTATION) ON 12'
STONE BASE
WET DETENTION POND DETAIL
SECTION VIEW
NTS
-CONTINUES TO
EXISTING STORM
JUNCTION BOX
(SEE PLAN)
X\ _Md
Deep Pool (1,075 square feet)
Shallow Water (750 square feet)
Shallow Land
Upland
I
DEEP POOL
PLANTINGS
Zone
feet & 411 linear feet of water's
IN
--- ---- .........
Permanent Vegetation for Wet Detention Pond
_
Minimum
Common Name
Botanical Name
Quantity
Squarestem Spikerush
Eleocharis Quadrangulata
134 plugs
Needle Spikerush
Eleocharis acicularis
134 plugs
Sweet Flag
Acorus americans
63 plugs
Blue flag iris
Iris versicolor
__._..__ _. ..._,., . ,__
63 plugs
-----
Soft Rush
Uuncus effusus
63 plugs
Fringe Sedge
Carex crnito
375 plugs
Elderberry
SambucusCanadensis
752plugs
Centipede Eremochloa ophiuroides or N/A
HIGH WATER LEVEL-2 YEAR STORM
/ (ELEV. 95.6)
� 11
1
TOP OF PERMANENT POOL
\ (ELEV. 93.5) - TYP.
Eremochloa Buse
W
ss
4' BLACK VINYL -COATED
CHAIN LINK FENCE
(SEE DETAIL)
/SS
i
�ss
i
/ TENT STORM WATER
s
MENT EASEMENT AREA \
+_1
CD
LO
C71 LO
c (00
•,I 00
r-I N
L r
O U rD
+� z
CO
+ O CO
0 tz c
cn La
CD LO L.N
O O Co
It
V
i
N
Z
0 J
WN
Z
O
Z
CL
z
H
Z
W
Q
G `: \ "`SS y ss O N
'T� ' / ' / / 7 Q1
/� �r cc
V- \ `� 1 r - W to
`' �� �\ 1 ss / \ N ro m
% 7T.\ � 6 1 a) SS \ / / ss N m
!fir "~`\�
i
LLJ
W W 2 U) N
6!
GQ
W Z
20 0 20 40 > U O
GRAPHIC SCALE - FEET Q 0_
1 „=20' (n
Quo
4. 2.5' 10, UPLAND < ` ' W
DEEP POOL SHALLOW
WATER SHALLOWLAND J J
\ W = >
W
ELEV. 95.6 'JJrrMr,ls Ig 1 " ELEV. 93.0 � \ � i':£ � . Lll
(2-YEAR STORM r� +'ruh - O) } li } L,41 IRa
........ - - MAX. WATER LEVEL) YK ys rs; • '. 5 .i93iyjtkll 5 1 T
ifam+i;y with tl+a l
\ ELEV. 94.0 V)
\\ DEmLL\
1" OF ORGANIC COMPOST
PLACE AND BLEND INTO TOP 4'OF SOIL SHEET
VEGETATION ZONES - SCHEMATIC CROSS-SECTION
NTS
C5 OF 9
V
Y
Y
Y
Y
Y
Y
r17- ----- ---_. _
r

-1 1., GT-
AGGREGATE SIZE: USE 2"-3- WASHED STONE.
DIMENSIONS OF GRAVEL PAD:
THICKNESS: 6" MINIMUM
WIDTH: 12' MINIMUM OR FULL WIDTH AT ALL POINTS OF THE VEHICULAR
ENTRANCE AND EXIT AREA, WHICHEVER IS GREATER.
LENGTH: 50' MINIMUM
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
STEEL 'T' POSTS
(1. 33 POUNDS POO
FOOT)
xares:
EXTEND FA9flIC AND
WIflE INiO EMN
1.
TO DE NIAAFI 100
ON E,,
ON "IFATTMN
USL Y
TO AIT5.
AT IACH W6,
SII
Dole
. 1Y
HA
1< G9 WIPE NESN SYIPPOIII
W,
WIPE
fErvCE.
Wool z.
STEEL LCIA TO BE SFT
Ai A DEPTH TH r IS 24-
NHH" AR"M GOOMAS
LEVEL.
3.
IMLU' POSTS $HALL NOT BE USED
A
ELITEI, TO BE SPACESCNITI
B (MAXI MOM) LITERAL
OIL, WtflE MESX WIIIEOf
Ml-..L
5
PPOVIOE 4-FOOT WIOE OUTLETS IN FENCE
EVENY SO ANO ATOF LEVI POINT IN
FENCE OOTLETS SHALL 6E PFOTECTEO
WITH B' THICKNESS OF SNIVEL
B
SILT FENCING SHALL BE PLACED
IS OFF TEE OF F111 sL.A
SILT FENCE DETAIL
T
x-SECTION AREA (A)=z'd2 ­�x'-
TOP WIDTH (T)=2dz a
e-
TRIANGULAR W" z= d
W
NOTE:
a ; TER
FABRICMIRAFI
\ 700X OR EQUAL
FILTER LAYER
(GRAVEL OR FABRIC)
TRAPAZOIDAL RIPRAP CHANNEL
1}; rond Stabili Guzatton�
Site Area
Stabilization Stabilization Time
Description
Time Frame Frame Exceptions
• Perimeter dikes,
swales, ditches
7 days
None
and slopes
• High Quality
Water (HQW)
7 days
None
Zones
If slopes are 10' or
• Slopes steeper
7 days
less in length and are
than 3:1
not steeper than 2:1,
14 days are allowed.
7-days for slopes
• Slopes 3:1 or
14 days
greater than 50 feet
flatter
in length
None
• All other areas
(except for
with slopes flatter
14 days
perimeters and
than 4:1
HOW Zones
* "Extensions of time may be approved by the permitting authority
based on weather or other site -specific conditions that make compliance
impracticable." (Section ILB(2)(b))
• Same weekly inspection requirements
• Same rain gauge & inspections after 0.5" rain event
• Inspections are only required during "normal business
hours"
• Inspection reports must be available on -site during
business hours unless a site -specific exemption is
approved.
• Records must be kept for 3 years and available upon
request.
• Electronically -available records may be substituted
under certain conditions.
• Projects permitted under the previous permit can
continue to follow the previously -permitted conditions.
• Complete applications received prior to August 3, 2011
can follow conditions of approved application.
• Applications received after August 2, 2011 must comply
with new permit conditions.
SEDIMENT BASIN BAFFLE DETAIL
NTS
MATERIAL NOTES:
1. WIRE FABRIC SHALL BE 14 GA., 6X6 STEEL WELDED WINE MESH.
2. BAFFLE FABRIC SHALL BE JUTE MESH, COIR FIBER OR EQUAL.
3. T-POSTS SHALL BE 1.33 LBIFT STEEL POSTS, 6' IN HEIGHT, SPACED
AT 6' INTERVALS.
INSTALLATION NOTES'
1. DRIVE STEEL T-FOSTS AT LEAST 24' INTO GROUND. WOODEN POSTS
SHALL NOT BE USED.
2. ATTACH 6X6 WE AND FILTER FABRIC TO T-POSTS WITH WIRE STAPLES.
3. BURY WE AND FILTER FABRIC IN A MIN. B' DEEP TRENCH AND COMPACT
SOIL OVER ASSEMBLY.
4. BAFFLE SPACING SHALL BE AS FOLLOWS FROM INLET TO OUTLET:
INLET ZONE 35% OF BASIN LENGTH
FIRST CELL - 25% OF BASIN LENGTH
SECOND CELL - 25% OF BASIN LENGTH
OUTLET ZONE - 15% OF BASIN LENGTH
WIRE FENCE
SILT FENCE WITH
STEEL FENCE
14 GA. WIRE MESH
POST SILT FENCE
(TYP)�
HARDW E
WITH 14 Ga..
I--4 --I
CLOTH
WIRE MESH I
(EYE)
FILTER OF 1'
I
DIAMETER OF
3' FILTER
WASHED STONE
FM IC W,
i
GROUND
TOP OF SILT FENCE
ry
MUST BE AT LEAST
A\0'
1' ABOVE THE TOP
OF THE WASHED STONE
BURY WIflE FENCE
�� BURY S' OF
IC
EILTEfl FA69I
AND HAMWARE
UPPER EDGE II
w
1.1 II I II
w �' w LPCLOTH
IN TflENCH
OF FILTER
FABRIC IN
TRENCH
BURY WIRE FENCE
FRONT VIEW FILTER FABRIC
CROSS SECTION VIEW
AND HARDWARE
STEEL FENCE POST
SET 2' APART CLOTH IN TRENCH
OF 1
NON OF 8'INT0
SOLID CJ10UN0
STONE
WEIR OUTLET
NTS
s
MIN.
12- N.C.D.O. r. W57
WASHED STONE FACE -�
3600 CILFT. (ACRE
1.5' MIN 2'•
21' CROSS SECTION
MIN.
MIN.
SIDE
SLOPE - MAX.
MIRAFI 100E Oi
EQUAL IT A FABRIC-- 3'
MIN.
STONE SECTION
TEMPORARY SEDIMENT TRAP
NOTE: SEE PLANS FDA TRAP DIWMSIPVB
Li5, CLASS B STOVE
r
(e50=M')
Iz. "�
.MIRAFI L. ON
EgIAL FILTER FABRIC
OVERFILL S' FOR
SETTLEMENT
-7 E EME
B'
TOP
NATURAL GRXING
,Ii t Tl t01T4 -.zn
• No paint or liquid wastes in stream or storm drains
• Dedicated areas for demolition, construction and other
wastes must be located 50' from storm drains and streams
unless no reasonable alternatives available.
• Earthen -material stockpiles must be located 50' from storm
drains and streams unless no reasonable alternatives
available.
• Concrete materials must be controlled to avoid contact qith
surface waters, wetlands, or buffers.
• Requirements are the same as in previous permit.
• The permit allows reduction from the 20 acre minimum if
the Director of DWQ determines that other BMPs provide
equivalent protection.
Designation on the plans where the 7 and 14-day ground
stabilization requirements of the NPDES permit apply
Designation on the plans where basins that comply with the
surface -withdrawal requirements of the NPDES permit are
located.
• No paint or liquid wastes in stream or storm drains
• Dedicated areas for demolition, construction and other
wastes located 50' from storm drains and streams unless
no reasonable alternatives are available.
• Earthen -material stockpiles located 50' from storm
drains unless no reasonable alternatives available.
• Concrete materials must be controlled to avoid contact
with surface waters, wetlands, or buffers.
• Outlet structures must withdraw from basin surface
unless drainage area is less than 1 acre.
• Use only DWQ-approved flocculants.
PERSPECTIVE
VIEW
PVC END CAP PVC 90.
ELL
PVC END
CAP
PVC TEE
PVC PIPE A -SCHEDULE
}' HOLES IN 40 PVC PIPE
/UNDERSIDE
\Ilr)
FLEX HOSE -�
FILTER -J
FABRIC
SEDIMENT
STORAGE
FLOOD STORAGE ZONE
SEDIMENT STORAGE ZONE 1'S
SEDIMENT CONTROL STONE -
PVC
VENT
PIPE
"C" ENCLOSURE
R ENTRY
UNIT
SCHEDULE
40 PVC
PIPE
PVC TEE BO ORIFICE PLATE
BOTTOM SURFACE
FRONT VIEW
NOTE: ALL BASIN SLOPES SHALL
BE 2:1 OR FLATTER.
A SKIMMLH W/ / ;BOTTOM
B ORIFICE ELEV. 94.00
SKIMMER BASIN DETAIL
NTS
BASIN SCHEDULE
5• MIN.
EMBANKMENT (TOP ELEV. 98.00)
SPILLWAY (WEIR)
CREST ELEV. 96.5
LENGTH 40•
ANTI -SEEP
COLLAR
A
B (DIA)
MIN. TOP
LENGTH
MIN.TOP
I WIDTH
MINIMUM
AREA
4"
1.5"
104'
1 52'
S400 SF
"A"
L
ELM
STRUCTURAL STONE
S' MIN
PIPE
"A'
v
amwmrvLL STONE' SHALL BE CLASS 'B' STCNE
'SEDIMENT CONTROL. STONE' SHALL BE No. 5 ON
NO. 51 STONE.
DIMENSIONS ME MINIMUM ACCEPTABLE UNLESS
OTHEWISE SPECIFIED BY THE ENGINEER.
SECTION A -A
STANDARD ROCK PIPE INLET PROTECTION
STEEI
(SEE
NCDOT #51
WASHED:
NCDOT #5 OR #57
WASHEDSTONE
/ `NATURAL GROUND
LM
INVERT PIPE
3E' PIPE (MAX)
1B-GAUGE HARDWARE CLOTH
)PENINGS)
HARDWARE CLOTH & GRAVEL
INLET PROTECTION DETAIL
MS
CONSTRUCTION SPECIFICATIONS:
1. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET.
2. DRIVE 5-FOOT, 1.33LWLINEAR FOOT, STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING THE INLET.
SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET
APART.
3. SURROUND THE POSTS WITH THE WIRE MESH HARDWARE CLOTH. SECURE THE WIRE
MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM, PLACING A 2-FOOT FLAP
OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING IS RECOMMENDED.
4. PLACE CLEAN GRAVEL (NCDOT #5 OR #57 STONE) ON A 2:1 SLOPE WITH A
HEIGHT OF 16 INCHES AROUND THE WIRE. AND SMOOTH TO AN EVEN GRADE.
5. ONCE THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. REMOVE
ACCUMULATED SEDIMENTATION, AND ESTABLISH FINAL GRADING ELEVATIONS.
6. COMPACT THE AREA PROPERLY AND STABILIZE IT WITH GROUNDCOVER.
i-
• M W
O
L0 't
_o
v
2'
(1.61 M)
I� 4' (1.22M) �{
STAPLE PATTERN "C"
NORTH AMERICAN GREEN
STAPLE PATTERN C: 4' (1.2M) WIDE ROLLS
INSTALL USING 1.7 STAPLES/YD SO (2.0 STAPLES/M SO)
. CA
_ � O
• ,a
� O
2'
(1. 61M)
•
•
4' (1.22M)
STAPLE PATTERN "D"
NORTH AMERICAN GREEN
STAPLE PATTERN D: 4' (1.2M) WIDE ROLLS
INSTALL USING 3.4 STAPLES/YD SO (4.1 STAPLES/M SO), 6" (15.2 CM),
11 GA. WIRE "U" SHAPED STAPLES. LONGER STAPLES MAY BE REQUIRED
FOR LOOSE SOIL CONDITIONS. LARGER GAUGE STAPLES MAY BE NEEDED
FOR COMPACTED OR ROCKY SOILS. SECURE RECPB BY PLACING
STAPLES/STAKES USING THE NOTED SPACING.
f F
MATTING IN DITCHES
MATTING ON SLOPES
STAPLES ON
CENTERS
T} IN TRENCH
MIN
MATTING SHALL BE STAPLES ON
PLACE, IN TRENCH 1'CENTERS
AND BACKFILLED- IN TRENCH
DIAGRAM OA
I3
J�
STAPL
K? X
DIAGRAM OB
MATTING INSTALLATION DETAIL
STAPLE CHECK PATTERN
T�
STAPLE) 4'
DIAGRAM CO
NOMINAL PLAIN
RIP RAP
STORM WATER (SEE SCR.)
PIPE Tf
1
6" OF #57
WASHED STONE
FILTER BLANKET
OR FABRIC
RIP -RAP APRON DETAIL
NOT TO SCALE
PERMANENT AND TEMPORARY SEEDING SCHEDULE
STRAW WATTLE
MIN. 12" DIAMET
NOTES
1. REFERENCE FIG. 8.06a OF THE
DESIGN MANUAL.
2. IN A WELL-DEFINED CHANNEL
EXTEND THE APRON TO THE TOP
OF THE CHANNEL BANKS.
3. THE TOP OF THE RIP RAP AT
THE DOWNSTREAM ENO SHALL BE
LEVEL WITH THE RECIEVING AREA
OR SLIGHTLY LOWER.
RIP
-RAP APRON
Do
La
W1
W2
D
STONE
D50
SIZE
12"
6'
3'
7'
1'
6•
15"
8'
4'
10,
/'
6'
18'
9'
5'
11'
1'
6"
24'
13'
6'
15'
1. 5'
6"
36"
16'
8'
18'
2'
12"
42"
20'
9'
23'
2. 5'
12"
11'
26'
3'
12"
(2) WOOD STAKES
SPACED AS
SHOWN BELOW
" DEEP
TRENCH
TYPICAL CROSS SECTION
THRU STRAW WATTLE
NATURAL GROUND
�5
tias CROSS SECTION
ro VEE DITCH
)ED AREAS:
1. APPLY GROUND AGRICULTURAL LIMESTONE AND FERTILIZER IN ACCORDANCE
WITH SOIL TEST
RECOMMENDATIONS.
2. IF SOIL TESTS RESULTS ARE NOT AVAILABLE,
APPLY LIMESTONE AT THE RATE OF 1-1/2 TO 2 TONS
PER ACRE AND 10-10-10 GRADE FERTILIZER AT A RATE OF BOO-900 LB/ACRE.
3. INCORPORATE BOTH FERTILIZER AND LIME INTO THE TOP 4-6 INCHES OF SOIL
4. TEMPORARY SEEDING SCHEDULE:
REGION DATES
SEEDING MIXTURE
RATE
MOUNTAINS FEB. 1 - MAY 15
RYE GRAIN
120 LBIAC.
KOREANLESPEDEZA
50 LB/AC.
MAY 16 -AUG. 15
GERMAN MILLET
40 LB/AC.
AUG. 16 -DEC. 15
RYE GRAIN
120 LBIAC.
PIEDMONT JAN. 1 - MAY i
RYE GRAIN
120 LB/AC.
KOBE LESPEDEZA
50 LB/AC.
MAY 2- AUG. 15
GERMAN MILLET
40 LB/AC.
- AUG. 16-DEC. 30
RYE GRAN
120 LBIAC.
5. PERMANENT SEEDING SCHEDULE:
REGION DATES
SEEDING MIXTURE
RATE
MOUNTAINS AUG. 15-MAY 1
KY 31 TALL FESCUE
100 LB/AC.
AUG. 20 -APRIL 15
RYE GRAIN
40 LB/AC.
AUG. 1 - JUNE 1
SERICEA LESPEDEZA
15 LB/AC.
PIEDMONT SEPT 1-APRIL 15
KY31 TALL FESCUE
100 LB/AC.
CENTIPEDE GRASS
10 LB/AC.
APRIL 16 - JUNE 30
BERMUDA GRASS '
25 LB/AC.
JULY i -AUG- 31
USE TEMPORARY SEEDING,
RE -SEED AFTER SEPT. i WITH PERMANENT SEEDING.
6. • APPLY STRAW MULCH AT THE RATE OF 4,000 LB/AC. ANCHOR STRAW BY TACKING
WITH ASPHALT,
NETTING, OR A MULCH ANCHORING TOOL.
IF USING ASPHALT TACK, APPLYAT
THE RATE OF 0.1
GALISY(11GAL/SF). DO NOTAPPLYASPHALT TACK INCLOSE PROXIMITY TO LIVE
WATER.
GROUND
CROSS SECTION
TRAPEZOIDAL DITCH
NOTES:
1. DRAWINGS ARE NOT TO SCALE.
2. ENDS OF WATTLES SHALL BE TURNED SLIGHTLY UP SLOPE.
3. RECOMMENDED STAKES ARE 2' WIDEN 2' THICK x 24" LONG.
STAKES SHALL NOT EXTEND ABOVE THE STRAW WATTLE MORE THAN 2".
4. INSTALL TEN (10) STAKES IN EACH STRAW WATTLE USE AS CHECK DAMS
IN ROADSIDE CHANNEL.
STRAW WATTLE CHECK DAM
FOR DITCHES
DETAILS
SEEDBED PREPARATION:
1. INSTALL SURFACE WATER CONTROLS IN ACCORDANCE WITH THE APPROVED PLAN.
2. REMOVE ROCKS, ROOTS, AND DEBRIS THAT COULD INTERFERE WITH SEEDBED
PREPARATION.
3. AREA TO BE SEEDED SHALL BE LOOSENED TO A DEPTH OF 4-6 INCHES USING A
RIPPER, HARROW, OR CHISEL PLOW.
4, SURFACE FOR FINAL SEEDBED SHALL BE TO GRADE, SMOOTH, AND UNIFORM.
SLOPES SHALL BE GROOVED OR FURROWED ALONG THE CONTOUR.
5. APPLY LIME AND FERTILIZER IN ACCORDANCE WITH THESE SEEDING SPECIFICATIONS.
6. APPLY SEED AND MULCH IN ACCORDANCE WITH THESE SEEDING SPECIFICATIONS.
7. RESEED AND MULCH AREAS WHERE COVER IS SPARSE OR WHERE EROSION HAS
OCCURRED.
NOTES:
1. MAXIMUM SLOPE ANGLES SHALL BE NO GREATER THAN THE ANGLE WHICH CAN BE
ADEQUATELY RETAINED BY VEGETATIVE COVER OR EROSION CONTROL STRUCTURES.
2, ALL PERIMETER DIKES, SWALES, DITCHES AND SLOPES SHALL HAVE GROUNDCOVER
PROVIDED WITHIN 7 DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
3. ALL SLOPES STEEPER THAN 3.1 SHALL HAVE GROUNDCOVER PROVIDED WITHIN 7
DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. IF SLOPES ARE 10' OR
LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, GROUNDCOVER SHALL BE
ESTABLISHED WITHIN 14 DAYS.
4. ALL SLOPES 3:1 OR FLATTER SHALL HAVE GROUNDCOVER PROVIDED WITHIN 14 DAYS
FOLLOWING COMPLETION OF ANY PHASE OF GRADING. IF SLOPES ARE GREATER
THAN 50 FEET IN LENGTH, GROUNDCOVER SHALL BE ESTABLISHED WITHIN 7 DAYS.
5. ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 SHALL HAVE GROUNDCOVER
ESTABLISHED WITHIN 14 DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING.
6. ON EXISTING LAWNS, ONLY REBEL FESCUE SHALL BE APPLIED, AND ASPHALT TACK
SHALL NOT BE USED.
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.

Water Line Standard Materials
For water line construction, the following specific materials or brands are considered acceptable for the City
of Statesville's system.
Fire Hydrants:
All must have National Standard Threads, 4 q inch valve openings, and open left (counter -clockwise).
American Flow Control (American Darling) Mark-73, Mueller Super Centurion 200 and Clow Medallion
F-2545 are approved hydrants.
Water Valves:
All valves must open to the rinht (clockwise).
Quarter turn ball valves should be used on sizes up to 2 inch diameter water lines. Each valve shall
have a flat head (such as a corp stop) for on/off operation.
Resilient wedge type valves must be used on sizes 2A to 10 inch diameter water lines. On 12 inch or
larger, butterfly valves with double disc gates must be used.
Approved valves are American Flow Control (American Darling), Mueller and Clow.
Pipe Materials:
All major water mains 6 inch and larger shall be ductile iron class 50 or class 350.
Water taps % inch through 1 inch shall be type K soft copper line. Type L hard copper shall be used for
2 inch reduced at the meter for 1 '/2 inch service.
Water Meters:
All water meters shall be in cubic feet per second. The City can furnish meters (for cost) for application
on lines to be dedicated to the City. Size will be determined according to the demand. All meters 3 inch
and larger are to have ductile iron pipe to the City side of the meter.
Fittings shall be brass for % inch through 1 inch and be flared or compression type. Fittings for 2 inch
shall be compression only. Approved types are Ford, Mueller, and McDonald.
Approved meter boxes are Brooks #1419 for inch through 1 inch services and Brooks # 1730 for 2
inch services. All boxes must be 18 inch deep with plastic lid and cast iron readers. Any prefabricated
meter vault not installed by the City must be pre approved by the City Engineer.
Tapping Sleeves: The following area approved standards:
American Flow Control (American Darling) - Mechanical Joint.
Mueller - Mechanical Joint
Romac - Stainless steel with ductile iron flange.
ti�Q> CITY OF STATESVILLE DETAIL# REVISED
WATER LINES
W-1 MAY2010
U rcrounrtr: Lnin
a' PUBLIC WORKS DEPARTMENT Standard Materials SCALE: SHEET#
CAgb'S�+' N.T.S. 1 OF i
RNV
2 0"
I
HYDRANT SHALL
PEN TO THE LEFT
C4" STORZ
CONNECTION
MIN.
T
VALVE BOX -
(SEE DETAIL)
USE VALVE BOX STABILIZER PAD WHEN
PLACED IN AREAS SUBJECT TO TRAFFIC
d
A.
,,.u�.
z_
CONCRETE BRICKS TYPICAL MEGALUG JOINT -
UNDER VALVE BOX RESTRAINT OR EQUIVALENT
6" M.J. GATE 6" DIA. DUCTILE
VALVE IRON PIPE
MAIN P
RESTRAIN EACH JOINT
FROM MAIN TO HYDRANT. CONCRETE
j C.Y. #57 THRUST BLOCKING
WASHED STONE
CONCRETE
THRUST BLOCKING
NOTES:
1. SEE CITY STANDARD MATERIALS LIST FOR APPROVED HYDRANTS
2. DO NOT BLOCK HYDRANT DRAIN W/ BLOCKING
3. ALL HYDRANTS SHALL BE YELLOW IN COLOR.
4. HYDRANTS SHALL BE BEHIND SIDEWALK OR AS PER PLANS. (NO
HYDRANTS IN SIDEWALKS)
5. ALL JOINTS FROM MAIN TO FIRE HYDRANT MUST BE RESTRAINED.
USE MEGALUG OR EQUIVALENT JOINT RESTRAINT. CONTRACTOR
MAY USE THREADED RODS AS AN OPTIONAL JOINT RESTRAINT.
RODS MUST RUN CONTINUOUS FROM MAIN TO HYDRANT.
6. GATE VALVE SHALL OPEN TO THE RIGHT.
DETAIL #
REVISED
CITY OF STATESVILLE
WATERLINE
VJ-6
MAY2010
Typical Hydrant
SCALE:
SHEET#
PUBLIC WORKS DEPARTMENT
a
Connection
N.T.S.
1 OF 1
ROADWAY
2.5'
12"
0°-60° TAP
OPTIONAL 3/4" ELL
3/4" TYPE K COPPER
MAIN CORPORATION STOP KEEP LINE AS LEVEL
WITH MAIN AS POSSIBLE
Section View of Connection
NOTE:
1. METER IS TO BE SET INSIDE OF THE RNV.
2. METER SHALL NOT BE LOCATED IN DRIVEWAY.
3. ALL PLASTIC METER BOXES SHALL HAVE HEAVY DUTY STRENGTH POLYMER
CEMENT (PLASTIC) LIDS WITH CAST IRON VIEWING LIDS AS APPROVED BY
THE CITY OF STATESVILLE.
4. ALL SERVICE LINES SHALL COMPLY WITH AWWA REGULATIONS C800.
ANGLE METER STOP DUAL CHECK VALVE
MUELLER H-14255 MUELLER H742
OR ANY DUAL CHECK
VALVE THAT IS A.S.S.E.
APPROVED
METER
3/4" IRON YOKE BAR
0
I
TO CUSTOM
WASHED 57 STONE
LID BOLT
18" 19 " 32
2 REQ'D h �r J t� " J
12"
�-
1
31" 24" 38" --I
4" X 6" CAST IRON READER
DETAIL# REVISED
CITY OF STATESVILLE WATERLINE W-2 MAY2010
314to -1,r
'gyp PUBLIC WORKS DEPARTMENT SCALE: SHEET #
Co WATER SERVICE N.T.S. 1 OF 1
ao�oa
WATER
ov�va
0 0
7-5/16"
DROP LID
5 5116" N
9"
7-3/8"
6S/8"
TN
I
3/i6 w
a
( 7
BOTTOM SECTION
5-3/4"
TOP SECTION
w
NOTES:
1. BODY CASTING TO BE TYLER MANUFACTURE NO.6855SERIES,
5-114" SHAFT, SLIP TYPE, OR APPROVED EQUAL. SCREW TYPE m 3/8"
NOT ACCEPTED
2. THE BOTTOM PIECE SHALL BE BEVELED AT THE LOWER END TO
FIT AROUND THE STUFFING BOX GLAND AND SHALL REST ON I o„
TWO BRICKS UNDER EACH SIDE OF THE BASE. �•�
3. FITS 4" THRU 12" VALVES
P DETAIL # REVISED
CITY OF STATESVILLE WATERLINE W7
PHOMM.M9100ta
na PUBLIC WORKS DEPARTMENT Standard Valve Box SCALE: SHEET#
N.T.S. 1 OF 1
ROADWAY
SERVICE SADDLE -
WITH DOUBLE BALE
2.5'
CORPORATION STOP
Section View of Connection
NOTE:
1. METER IS TO BE SET INSIDE OF THE RIW.
2. METER SHALL NOT BE LOCATED IN DRIVEWAY,
3. ALL PLASTIC METER BOXES SHALL HAVE HEAVY DUTY STRENGTH POLYMER
CEMENT (PLASTIC) LIDS WITH CAST IRON VIEWING LIDS AS APPROVED BY
THE CITY OF STATESVILLE.
4. ALL SERVICE LINES SHALL COMPLY WITH AWWA REGULATIONS C800.
SIDEWALK
-KEEP LINE AS LEVEL
WITH MAIN AS POSSIBLE
RIW
I
rTO
STOMER
WASHED 57 STONE
LID BOLT
18 " 19 " 32
2 REQ'D I�-r I-'
t 12"
L�
1
31' 24" -I I- 38" �I
4" X 6" CAST_IRON READER
METER WILL BE SUPPLIED BY
THE CITY OF STATESVILLE
BALL VALVE METER
INLET ANGLE CHECK VALVE
ski OUTLET (DOUBLE CHECK)
o q
BYPASS WITH
BALL VALVE
DETAIL # REVISED
- CITY OF STATESVILLE WATERLINE
W-3
2" WATER
PUBLIC WORKS DEPARTMENT SCALE: SHEET #
c SERVICE N.T.S. 1 OF i
FINISH
GRADE
14" DIAMETER 23" DIAMETER
NO. 3REBAR NO. 3REBAR
4
• V
A/�. • , .; + -=ate .: F 4 A
r ..
4.
F ..t •. 4l 4 ''.
. ..� .4 .•
PLAN
SECTION A -A
VALVE BOX TOP
MARKED WATER
PRECAST
VALVE BOX
DETAIL # REVISED
CITY OF STATESVILLE WATERLINE W-8
nmimn",MWaut� .
•p PUBLIC WORKS DEPARTMENT Valve Box Protector SCALE: SHEET #
N.T.S. 1 OF 1
�.9
.d • +L
a'
4 DUCTILE IRON PIPE
4 d.
DIA. • ...d d fl5t�' 4 ew;a
• • , . 3r "
• • °i MEGALUG 1100 SERIES
, z-' RESTRAINT OR EQUIVALENT
a •
I
OPTIONAL 2" . '
ORIFICE W/ CAP A
MECHANICAL JOINT PLUG
THRUST COLLAR
MEGALUG 1100 SERIES
RESTRAINT OR EQUIVALENT
W ISOMETRIC VIEW
W W W aW W W V"
NOMINAL PIPE
DIAMETER
"D"
"A"
"B"
TRENCH
WIDTH
'W"
REINFORCING STEEL
BARS
SPACING
(EACH WAY)
6"- 8"
12"
12"
26"
# 6
12"
10" -12"
16"
16"
30"
# 6
6"
16"
21"
21"
36"
# 6
6"
M.J. PLUG PLAN VIEW """"" "•�"' " `
NOTES:
1. POUR CONCRETE AGAINST FIRM. UNDISTURBED SOIL. FILL AGAINST COLLAR TO BE COMPACTED
TO 90% PROCTOR FOR F ALONG THE PIPE ON BOTH SIDES OF THE COLLAR.
2. COMPLETELY BACKFILL AND COMPACT BEFORE PRESSURE TEST.
3. TRENCH WIDTHS ARE MAXIMUM FOR 10' EACH SIDE OF COLLAR.
DETAIL # REVISED
CITY OF STATESVILLE WATERLINE W-5 MAY2010
a „an.;wnarTuRE
PUBLIC WORKS DEPARTMENT Thrust Collar & Dead End SCALE: SHEET #
G1 N.T.S. 1 OF 1
LOCKABLE FLIP
TOP FIBERGLASS
ENCLOSURE
X / 10° X
BRONZE 1/4 TURN J
10" SHUTOFFVALVES /
PLAN VIEW INSTALL 120V
LOCKABLE FLIP RECEPTACLE WITH GFCI
TOP FIBERGLASS FOR HEATER CONNECTION
ENCLOSURE
VARIES
DRAIN PORT
TYPICAL EACH SIDE
BRONZE 114 TURN
SHUT OFF VALVES
z 4• . "
CONCRETE SLAB
m 3000 PSI @ 28 DAYS
(CHECK ENCLOSURE SIZE
FOR SLAB DIMENSIONS)
USE COPPER FROM STREET o e
CONNECTION TO BACK SIDE OF DCV. SECTION X_X
NOTE:
1. ALL BACKFLOW ASSEMBLY'S SHALL BE MAINTAINED BY THE CUSTOMER.
2. ENSURE ASSEMBLY WILL FIT WITHIN FIBERGLASS ENCLOSURE. CHECK
DIMENSIONS BEFORE ORDERING ENCLOSURE.
3. SLOPE CONCRETE PAD TO DRAIN PORTS.
4. ASSEMBLY SHALL BE PLACED ON THE CUSTOMERS PROPERTY BEHIND
THE METER. IF APPROVED BY THE CITY ENGINEER, THE ASSEMBLY MAY
BE PLACED INSIDE OR BESIDE THE BUILDING.
5. ASSEMBLY SHALL BEACCESSIBLE BY CITY INSPECTORS.
6. METER SHALL READ N CUBIC FEET. ISOMETRIC VIEW OF
7. AS AN OPTION THE ASSEMBLY MAYBE PLACED IN A BELOW GROUND
VAULT. THE VAULT SHALL BE APPROVED BY THE CITY ENGINEER. TYPICAL ENCLOSURE
DETAIL # REVISED
CITY OF STATESVILLE WATERLINE
�. W-12 JAN 2011
lllckfm. PUBLIC WORKS DEPARTMENT314" - 2" DCV Assembly SCALE: SHEET#
:
(Above Ground) N.T.S. 1 OF 1
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1 C7 of 9

yEXISTING LINE
_ � I
UNDISTURBED EARTH —I I I I � �
BEHIND BLOCKING —III— '� -III—I_i i l I
11i1 -III—=I-
_=_ -
.4. AA —— - — - — - — —
—'
a II
i l —III IIII-11 I -
CONCRETE BLOCKING =III II11 _ I" —'
PLAN VIEW
USE VALVE BOX STABILIZING PAD WHEN
PLACED IN AREAS SUBJECT TO TRAFFIC
III
UNDISTURBED EARTH
VALVE BOX
I (SEE DETAIL)
Iil
l
TAPPING SLEEVE CONCRETE BRICKS
TI UNDER VALVE BOX
I
i
M.J. GATE VALVE 1
- 1 1 MEGALUG JOINT RESTRAINT
I11 _ OR EQUIVALENT
"C"SEE CHART d�
III ,
` /,/\\\/\\/�\�\\�\\ \\ / UNDISTURBED EARTH
CONCRETE BRICK BLOCKING
CONCRETE BLOCKING COMPACTED EARTH
SECTION A -A
NOTES:
1. THE GATE VALVE SHALL OPEN TO THE RIGHT.
2. USE FULL BODY TAPPING SLEEVE WITH GASKET AND MECHANICAL JOINT OUTLET.
3. CONCRETE BLOCKING IS TO BE FORMED TO ENSURE ACCESSIBILITY TO FITTINGS AND POURED AGAINST UNDISTURBED EARTH.
4. FITTINGS ARE TO BE COMPLETELY WRAPPED WITH PLASTIC, PRIOR TO POURING CONCRETE.
5. CONCRETE TO BE MINIMUM 3,000 PSI. @ 28 DAYS.
DETAIL # REVISED
WATER LINE
t CITY OF STATESVILLE W-17
iM0liYfeY•A61Jtlxlil°:117
PUBLIC WORKS DEPARTMENT Tapping Sleeve SCALE: SHEET#
N.T.S. 1 OF 1
DOUBLE CHECK VALVE ASSEMBLY
WITH TEST PORTS AND 1/4-TURN
BRONZE SHUT OFF VALVES
BUILDING
LOWEST FLOOR
2" OR SMALLER DOMESTIC WATER
SERVICE LINE (SEE SITE PLANS
FOR SIZE AND MATERIAL)
36" COVER
UNLESS OTHERWISE
NOTED OR REQUIRED
FIRE PROTECTION SUPPLY PIPING
FROM WATER MAIN
(SCH 80 PVC, AWWA C900 DR-18,
DUCTILE IRON, OR GALVANIZED
STEEL PIPE - AS NOTED ON
DRAWINGS OR SPECIFICATIONS)
W W W
J W W W O
CONTRACTION
JOINT 5 5'TYPICAL
CLEANOUT PROTECTOR REQUIRED IF TYPICAL SEE PLANS
Y Y
CLEANOUT IS LOCATED WITHIN TRAFFIC AREAS
BRASS PLUG EXPANSION
q_ d
JOINT .v y"��. 106`1 .r
PER FT. W W W
1/Z PER FT,* a
d - c a.
W W W W J• "Y W 'a
,�I 3
SCH. 40 PVC
PIPE OR D.I.P. -
I
SIOPEO�
/,• nA\N
45° BEND
— ROMAC SADDLE TEE W/ GASKET SKIRT OR
EQUIVALENT. INCLUDE STAINLESS STEEL STRAP
(MUST MEET APPROPRIATE ASTM STANDARDS)
NOTE:
1. CLEANOUT SHOULD BE LOCATED AT THE RIGHT-OF-WAY OR EASEMENT LINE.
2. ALL TAPS WILL BE MADE WITH A TAPPING MACHINE
3. IF LATERAL HAS LESS THAN T OF COVER IT SHALL BE DUCTILE IRON PIPE
- PLUG
- COMBINATION
WYE & 118 BEND
DETAIL # REVISED
CITY OF STATESVILLE SANITARY SEWER
S-8 MAY 2010
umuLrerAaunaruac. .
PUBLIC WORKS DEPARTMENT Sewer Stub -Out Detail SCALE: SHEET#
GHQ N.T.S. 1 OF 1
ISOMETRIC VIEW
1/8.1� t14" TOOLED EDGE
1/8" RADIUS -
1 /8" f
1/4'
N SAW SEALANT Z-1/2" EXPANSION
MATERIAL
CONTRACTION JOINTS EXPANSION JOINT
SECTION VIEW
NOTE
TO SYSTEM
I
47
BY PLUMBING
CONTRACTOR
t
CHECK VALVE
FIRE PROTECTION
GENERAL SCHEMATIC OF
DOUBLE CHECK VALVE
APPURTENANCES BY FIRE
WITH DETECTOR METER
PROTECTION SYSTEM
CONTRACTOR/DESIGNER
INSTALL TEMPORARY
j
FLANGE COVERS
WITH RESTRAINT FOR
PRESSURE TESTING
iv
END OF WORK BY SITE
UTILITY CONTRACTOR
GALVANIZED STEEL WITH BITUMINOUS
COATING OR DIP RISER PIPE
CAST IRON, DI FITTINGS WITH RETAINER GLANDS
(MEGALUG 1100 OR EQUAL) OR THREADED IRON
FITTINGS IF CONNECTING <4" DIAMETER PIPE.
PIPING FROM FDC
(SCH 80 PVC, AWWA C900 DRA8, DUCTILE IRON,
OR GALVANIZED STEEL PIPE - AS NOTED ON
DRAWINGS OR SPECIFICATIONS)
CONCRETE THRUST BLOCKING
DOMESTIC AND FIRE PROTECTION PIPING INTO BUILDING
NTS
TOOLED EDGE
1/8" RADIUS
1. INSTALL 1/2" EXPANSION JOINTS AT 50' O.C. AND WHERE WALKS ABUT OTHER WALKS, OR
OTHER CONSTRUCTION. SCORE WALK TO A DEPTH OF D/4 AT F TO 6' O.C.
2. ALL SIDEWALKS SHALL BE 3000 PSI.
3. CONCRETE SHALL BE BROOM FINISHED WITH 2.5" STRIKING AROUND EDGES TO GIVE A
PICTURE FRAME APPEARANCE.
CITY OF STATESVILLE
PUBLIC WORKS DEPARTMENT
STREET
Concrete Sidewalks
EDGE
DETAIL #
REVISED
ST-9
MAY 2010
SCALE:
SHEET #
N.T.S.
1 OF 1
• a� 6�
d•
R
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a �
W ! v
d,
d ���v • , d.
d • MN ,.
4
•M•M�." '�i �• d
a2 f E d "•.{4,.• i •d•
r W W V d
F
NOTES:
1. CURB SHALL BE DEPRESSED AT
DESIGNATED AREAS EVEN IF SIDEWALK IS
NOT THERE ISOMETRIC VIEW
2. ALL HANDICAP ACCESS RAMPS SHALL BE
INSTALLED AS PER A.D.A. SPECIFICATIONS.
3. NO SLOPE ON THE WHEELCHAIR RAMP
SHALL EXCEED 1712" (12:1) IN
RELATIONSHIP TO THE GRADE OF THE
STREET. CURB AND GUTTER
BEYOND
PAVEMENT -.
CURB
SEE PLANS
12:1 MAX SLOPE
THREADED
NIPPLE
FIRE DEPT. CONNECTION PER CITY
STANDARDS (2-1/2^ STORZ WITH 30"
TURN DOWN)
4"GALVANIZED
QUARTER TURN (V
STEEL PIPE
BALL VALVE It
O
r
iD
M
zxzxs^
CONCRETE
N
COLLAR
BITUMINOUS
COATINGAPPLIED
-
TO GALVANIZED �•
-III
MINIMUM 3/4" (HOT DIP)
9 GALV. RODS WITH
Z BITUMINOUS COATING
ON BOLTS AND NUTS.
IIIIIIh I'll�ll
I
CONCRETE
THRUST
COLLAR
4" SCHEDULE 80 PVC OR C900 DR18 TO FIRE
SPRINKLER RISER ROOM
STUB UP 12" ABOVE FINISHED FLOOR
(CONNECTION TO RISER TO BE ABOVE
BACKFLOW PREVENTER AND SHALL INCLUDE A
CHECK VALVE ON THE FDC PIPING -NOT BY SITE
UTILITY CONTRACTOR) -SEE DETAIL
DETAIL# REVISED
CITY OF STATESVILLE STREET ST-10
. e1
PUBLIC WORKS DEPARTMENT Accessible Curb -Cut SCALE: SHEET
O N.T.S. 1 OF 1
FINISHED GRADE
'. BALL DRIP IN GRAVEL.
tea" •° . WRAP GRAVEL IN FILTER FABRIC
CONCRETE THRUST BLOCK
is 17':31„a.l h•.. HI•.Elam,
SIGNS ADJACENT TO EACH FDC. RED
LETTERS ON WHITE BACKGROUND.
MINIMUM 12"x6• EACH. MOUNT ON
GALVANIZED STEEL POST.
IDENTIFY BUILDING NO.
OVERLAP NEW
ASPHALT AND
STONE 12" MIN.
BRACE TRENCH AS
REQUIRED BY
EXISTING SOIL
CONDITIONS
PIPE DIAMETER
it
LESS THAN 14"
12"
14" TO 36"
18"
MORE THAN 24"
24"
DETAIL# REVISED
- CITY OF STATESVILLE WATERLINE W-14 MAY2010
r PUBLIC WORKS DEPARTMENT Trench, Bedding, & SCALE: SHEET#
Backfill in Paved Roads N.T.S. 1 OF 1
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C8 of 9

m
21'-0
NO. 4 REBAR ©12" ON CENTER
EACH WAY
JOINT
O
1
4
04
1. THE EIGHT INCH THICK (MINIMUM) CONCRETE PAD
SHALL BE OF 4,000 PSI STRENGTH.
2. THE CONCRETE PAD SHALL BE PLACED ON 4" OF
COMPACTED ABC.
3. THE RE -BARS AS SHOWN SHALL BE SUPPORTED BY
CHAIRS.
DUMPSTER CONTAINER CONCRETE PAD
NM
30" (4' HIGH)
36" (6'-8- HIGH)
36" (10' HIGH)
TOP HINGE
(180" SWING)
BOTTOM HINGE
(180' SWING) -
2-3/8" O.D. LINE POSTS (OR AS SPECIFIED)
6 GA. ALUM. WIRE TIES 0 12" O.C. (TYP.)
FABRIC 0 1-1/2" (MAX.) FROM
FINISHED GRADE
`- DIAMETER
(SEE SPECIFICATION)
CHAIN LINK FABRIC
12'-0" TO 20'-0" (SEE PLAN)
BANDS
12" MINIMUM DIAMETER \ \ 12" DIAMETER
CONC. FOOTING (TYP.) " •\ CONC. FOOTING
NOTES:
1. FENCE FABRIC SHALL BE SECURED TO GATE FRAMES WITH KNUCKLED
SELVAGE ALONG ALL EDGES FOR ALL TYPES CHAIN LINK FENCE INSTALLATIONS.
2. REFER TO SPECIFICATIONS - FOR ALL PIPE SIZING, WIRE FABRIC GAUGES,
FOOTING SIZES & OTHER APPLICABLE INFORMATION.
3. ALL CONCRETE FOOTINGS AROUND POSTS AT GROUND LINE SHALL BE
MOUNDED & SLOPED FOR POSITIVE DRAINAGE.
DOUBLE ACCESS GATE (TYP)
N.T.S.
r,r S9.58 6"
ABC
if
J 1• '.4A.. Y-� MiY �hT 1� Sk•. Y A- YiY. .1
TACK
COMPACTED SUBGRADE COAT
(PER SPECIFICATIONS)
LIGHT -DUTY ASPHALT PAVING
NTS
2' S9.68
" ABC
TACK71
COMPACTED SUBGRADE COAT
(PER SPECIFICATIONS)
HEAVY-DUTY ASPHALT PAVING
NTS
+<NUCKLED SELVAGE 0
TOP & BOTTOM (TYP.)
1-5/8" O.D. TOP RAIL
BALL CAP WITH SET SCREW
OR SPOT WELDED
TERMINAL OR CORNER POSTS
2-7/8" O.D. SCH.40 GALV. STEEL PIPE
(4" O.D. IF > 10' IN HEIGHT)
2" MESH, CHAIN LINK FABRIC,
9 GA. ALL OTHERS
TENSION BAR (TYP.)
TENSION BAR BANDS/CLIPS 0 12" O.C.
1-5/8" O.D. INTERMEDIATE RAIL
(NOT REQUIRED FOR FENCING LESS THAN 6' HIGH)
-TIES ALONG TOP, INTERMEDIATE,
& BOTTOM RAILS 0 12" O.C. (TYP.)
1-5/8" O.D. BOTTOM RAIL
(NOT REQUIRED FOR FENCING LESS THAN 6' HIGH.
SUBSTITUTE 7 GA. GALV. STEEL COIL WIRE WHERE
RAIL NOT REQUIRED)
CONCRETE FOOTING
MMPACTED SUBGRADE
(NO INTERMEDIATE RAIL)
)H (INTERMEDIATE RAIL)
30" (4' HIGH)
36" (6'-8' HIGH)
36" (10' HIGH)
NEW
5-0-
4"-4,000 PSI
CONCRETE
CURB AND
GUTTER
JOINT FILLE
TYP. CROSS-SECTION OF
SIDEWALK AGAINST CURB
NTS
6'0'
4'-4, 000 PSI
NEW PAVEMENT 6" CONCRETE
1/� 4"PEN FT.
COMPACTED
a.
SUBGRADE
MIN
TYP. CROSS-SECTION OF
SIDEWALK AGAINST PAVEMENT
NTS
VARIES - SEE PLAN
••• " •
-
IN
•ail ► ►• 1\ u
JOINT SEALER
0 1„ SURFACE OF
"16 PAYMENT
:A
1 /2"
JOINT FILLER
TRANSVERSE EXPANSION JOINTEXPANSIONJOINT
IN SIDEWALK
KK
NTS
(ONE REQ'D EVERY 30' AND
AGAINST ALL OTHER EXTERIOR
HARD ABUTTING VERTICAL SURFACES.)
6' 36" 6'
I�---JI
r
7" OR 36'
J
PLAN VIEW
NCDOT FRAME,GRATE,
AND HOOD OR
FRAME AND GRATE
2 COURSES OF
BRICK WITH MORTAR
° STANDARD ACCESS
PANELS
VARIES
(SEE PLANS)
I
A•
SECTION VIEW
CATCH BASIN (CR) A DROP INLET fDll
NTS
CATCH BASIN NOTES:
1. CONCRETE SHALL BE 4.000 PSI AT 28 DAYS.
2. REINFORCING SHALL BE WELDED WIRE MESH
IN KNOCKOUTS AND #4 BARS IN FLOOR AND
CORNERS IN ACCORDANCE WITH AASHTO
STANDARDS FOR H-20 LOADING.
3. PRECASTER SHALL BE TINDALL CONCRETE,
STAYRIGHT TANK, D&M CONCRETE, OR
APPROVED EQUAL.
4. CATCH BASINS SHALL HAVE A STANDARD D.O.T.
FRAME, GRATE, AND HOOD OR PARKING LOT
GRATES AS REQUIRED.
RESERVED
PARKING
10
12"
SIGN "A"
SIGN R7-8
12„
MAXIMUM
PENALTY
SIGN "B"
SIGN R7-8D
io
SIGN "C"
VAN ACCESSIBLE SIGN
PARKING AREA
1 /2" RAD 110"
1 J " RAD /8" RAD
1" -�
1 =
T f0T •°. n
I I 1,8„•
CURB AND GUTTER
NTS
SIGN
1.
LEGEND & BORDER - GREEN
C.
2.
WHITE SYMBOL ON BLUE
EEERVEO
BACKGROUND
YAKKING
S�GNACgGROUND
- WHITE
[6]
SIGN
1.
LEGEND do BORDER -GREEN
SIGN
2.
BACKGROUND -WHITE
.*.,NM,
SIGN
"C„
rIN
....
(FOR
SPACES SO DESIGNATED)
F o
1.
LEGEND &BORDER -GREEN
o c
2' STEEL
2.
BACKGROUND - WHITE
z z
PIPE
UPDATE EXISTING SIGNS TO
0 v
MEET CURRENT REQUIREMENTS.
4
,f1 NISHED
/GRADE
10
CONDITION
!1: PEDESTRIAN PATH
DOES NOT PASS UNDER OR
"DVt
AROUND SIGN.
X12
-3/8" TYP.
CONDITION
/2: PEDESTRIAN PATH24
GOES BY UNDER, OR
ONCRETE
-3/8' TYP.
AROUND SIGN.
1.
REGARDLESS OF AGE, ALL
BARRIER FREE
SIGN
DETAIL
ACCESSIBLE SPACES SHALL
NTS
BE IDENTIFIED BY ABOVE-
GROUND SIGNS ONLY.
2.
NEW SPACES SHALL NOT USE
GROUND -PAINTED SYMBOLS.
3.
ACCESSIBLE SPACES ARE
REQUIRED TO BE STRIPED
OFF ONLY, BLUE COLORING
IS NOT NECESSARY NOR REQUIRED.
4.
USE WHITE PAINT ON ASPHALT PAVEMENT
PER STRIPING SPECIFICATIONS.
5.
ALL STRIPING PAINTED ON PARKING SPACES
SHALL BE ONE COAT OF GUDDEN SERIES 22683
ULTRAHIDE LATEX WHITE TRAFFIC
PAINT,
BARRIER
OR EQUAL APPLY 2.0 MIL DRY FILM THICKNESS MINIMUM.
FREE PARKING SIGNS DETAIL
PROVIDE DETECTABLE
WARNINGS ON RAMP SURFACE
AS PER LATEST A.D.A.
REQUIREMENTS.
5' OR
GREATER PAVEMENT
(SEE PLAN)
JOINT SEALER
1/8" RAD
SURFACE OF GUTTER
1 /2"_+ JOINT FILLER
TRANSVERSE EXPANSION JOINT
IN CURB AND GUTTER
NTS
GENERAL NOTES FOR CURB AND GUTTER:
1. CONTRACTION JOINTS SHALL BE SPACED AT 10'
INTERVALS, EXCEPT THAT A 15' SPACING MAY
BE USED WHEN A MACHINE IS USED OR WHEN
SATISFACTORY SUPPORT FOR THE FACE FORM
CAN BE OBTAINED WITHOUT THE USE OF TEM-
PLATES AT 10' INTERVALS. JOINT SPACING
MAY BE ALTERED BY THE ENGINEER TO PREVENT
UNCONTROLLED CRACKING.
2. CONTRACTION JOINTS MAY BE INSTALLED BY THE
USE OF TEMPLATES FORMED BY OTHER APPROVED
METHODS. WHERE SUCH JOINTS ARE NOT FORMED
BY TEMPLATES, A MIN. DEPTH OF 1 Kz" SHALL BE
OBTAINED.
3. ALL CONTRACTION JOINTS SHALL BE FILLED WITH
JOINT SEALER.
4. EXPANSION JOINTS SHALL BE SPACED AT 90' IN-
TERVALS AND ADJACENT TO ALL RIGID OBJECTS.
5. CONCRETE SHALL BE 4,000 PSI AT 28 DAYS.
24"0 MANHOLE FRAME
AND COVER
°A A
W9LK
.. . A 36:' MIN.
A
10® °V
IIIIIIIIIIIIIII��''' , . .
Dill
IIIIIIIIIIIIIIIII
,12 14. 12 �IDLP
�'• TYPICAL.
° • •.A
NOTE:
ALL BARRIER FREE RAMPS SHALL BE
INSTALLED AS PER A.D.A. SPECIFICATIONS.
CURB AND GUTTER
BEYOND
PAVEMENT ice- 6MIN.
I srncwai r I
SLOPE CURB DOWN AT
SAME RATE AS SIDE
FLARES, TYP. BOTH SIDES
\-12:1 MAX SLOPE
CURB
SECTION A -A
BARRIER FREE RAMP DETAIL A
NOT TO SCALE
0
N
�w ro
•- g � m
oc
w
i¢oi:z
I- m O
W W •• 2 � o
PRECAST, REINFORCED FLAT o ¢ 3 N
SLAB TOP a � oQ a ¢
O
If)
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ri N
L r
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J
ti
LLJ
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O
Q4
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° SQUARE STANDARD ACCESS
%
()
O
ti Cl-PANELS
w
J
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L
O
L.L
Q
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Z
SECTION VIEW
Q
U�
JUNCTION BOX DETAIL
LL!
I
J
J
NTS
W
JUNCTION BOX:
LU
=
(>
W
C/)
W
CONCRETE SHALL BE 4,000 PSI AT 28 DAYS.
W
REINFORCING SHALL BE WELDED WIRE MESH IN
=
KNOCKOUTS AND #4 BARS IN FLOOR AND CORNERS INco
F
ACCORDANCE WITH AASHTO STANDARDS FOR H-20 LOADING.
PRECASTER SHALL BE TINDALL CONCRETE, STAYRIGHT
TANK, D&M CONCRETE, OR APPROVED EQUAL.
SHEET
JUNCTION BOX SHALL HAVE PRE -CAST FLAT TOP WITH
MANHOLE FRAME AND COVER IN LIEU OF GRATE. SIZE AS
REQUIRED.
C9
of 9

Common Name
Botanical Name
Large Shade Trees
A
Bald Cypress
Taxodium distichum
B
Red Oak
Quercus rubra
C
Black Tupelo
Nysso sylvatico "Wildfire"
Ornamental Trees
D
Nellie R. Stevens holly
ltex x"Nellie R. Stevens"
E
Yoshino Cherry
Prunosx yedoensis "Akebono"
F
Crape Myrtle
Logerstroemia indica "Natchez"
Quantity Minimum Caliper Minimum Minimum
Height Container Size
14 2-1/2 inches at N/A N/A
41 6 foot height
9
o
15
14 N/A 8 Feet N/A
6
Large Shrubs
G & H Alternating plants or clusters of plants using:
40 N/A N/A *Gallons
1 BurgundyLoropetatum LoropetolumChinensevrubrum'Burgundy"
2 Red Tip Viburnum Viburnum cinnamomifolium 41
LANDSCAPING REQUIREMENTS PER CITY OF STATESVILLE ZONING ORDINANCE
1 TYPE C BUFFER 70 points per 100 feet x 715 x 715 = 501 points required
Provided: 14 shade trees x 12 points/each 168 — — — — — — — — — — — — — —
_ .... _ -
15 ornamental trees x 6 points/each = 90 /
81 large shrubs x 3 points/each = 243
Total 501 points
/ 109
e /
2 STREET YARD BUFFER 136 points per 100 feet x 1,492' 540 points required / (((yyy©� \011�✓/Qi
Provided: 41 shade trees x 12 points/each - 492
8 ornamental trees x 6 points/each = 48 \ O
Total 540 points
/ \ \ O
.....­esol t.eec .,0.'19 ..n.4f..o <n�roc = 1 Rn nnintc ranuirPH . \ / _ to /
WOLF CREEK LANE (50
ZONED R-5MF
EXISTING USE: SINGLE FAMILY
STONEBRIDGE SUBDIVISION
LANDSCAPING/PLANTING LEGEND
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VENTURE PROPERTIES I, LLC
REMAINDER OF TRACT B-PB 56 PG 69
6.36 ACRES +/-
DEED REF: DB 1059 PG 635
60' RADIUS CIRCLE TO SHOW
COVERAGE COMPLIANCE (TYP.)
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AROUND RAISED ROOT BALL
\ APPROVED MULCH � m O
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T. TOP OF ROOT BALL 2'-3" \ \ O Q
36HDP 4.4 / �; \ ABOVE EXISTING GRADE \ 2 U Q W
R \ 0 �]NjlL/pHT �MWE-84.3 4 / / ° I \ ' a L7 Q Q
° \ \ ♦ 8O A / b/`Bfw/ s/ / / \ 1 NOTES \
Id G^ T `
\A�i v/ �fll�/Q- % ' '• / 4" MIN -;' MIN. 10" i OMIT COLLAR AROUND El& SHRUB '
-- o \ TS / / O© j/ / �•' / T— WHEN IRRIGATION SYSTEM f5\PRESENT.
/ s / N"TRENCH AROUND DEPTH '3 '
ENTIRE PLANTING BED I 2. INSTALLTOP E PLANT BALL 2'--3'\ I Q
1 ABOVE ADJACENT GRADE.
EDGE OF r!wtPLANT MIX 3. TAMP PLANTING MIX FIRMLY AS PIT IS\ J z
AIR RELEASE V ` _ O A� W -W 9 y�o /'r / / PLANTING BED (AS SPECIFIED) FILLED AROUND EACH PLANT BALL. \ I J
\ TOP OF TOP
-86.7 N WMONUMENT �' '�C �� / CUT ROOTS AS NECESSARY 4. SOAK EACH PLANT BALL AND PIT \ ^`� IMMEDIATELY AFTER INSTALLATION. \ O
INV-83.70 �{�1�/�y/ /NYC \ �s .•' / IN CONTAINERIZED PLANTS TAMP SOIL MIX UNDER EACH PLANT \ / U
o SIGN / \\\\ /q � THAT ARE POT BOUND BALL TO MINIMIZE SETTLEMENT \ I U) N
` ti PERMANENT / "\\ \ W _jj Q
O�T a \°� \ DETENTION POND a\aQ /" /*� ; \�' // ZONED R-5MF TYPICAL SHRUB PLANTING DETAIL `\ _ U
y ` min, /' .> / EXISTING USE: MULTI -FAMILY RESIDENTIAL \. Q 0
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p (GREYLIN RIDGE APARTMENTS) \
'�� I� 1 a/o .•= ' / NOTES: \ I � O O
All „P o/ '���i ��'/ // 1. REMOVE WIRE OR NYLON TWINE FROM \\ Q
�� ' BALL. \ z
®\ 2. SOAK ROOT BALL AND PLANT PIT 11 �� IMMEDIATELY AFTER INSTALLATION. / / � 1
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•` �SO�� - a \°\ \ �/� / al 6" SLIP KNOT WITH STOP KNOT. /y / W
3/4' NYLON STRAP
-D \ 8 4 . �i g/ 6' LARGER THAN TREE DIAMETER /
ROOT CROWN TO BE KEEP MULCH AWAY FROM / //'�
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�`� \ ; ®/ t'�'•''/ / °\® AT FINISH GRADE*' TRUNK I'TOY // VJ Uj
1'x2"x18" WOOD STAKE WITH / W
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CENTERED 3/8" HOLE MAXIMUM LAYER OF MULCH / Q
DRIVEN IN LINE WITH STRAP /
DPE-83.3
..L. FINISH / �/�
GRADE / VJ
ZONED R-5MF
EXISTING USE: MULTI -FAMILY ` \ `` ° UNDISTURBED EARTH //
�% i �/ .�� \ ♦• . / \
/ 40 9 40 80
(NORTH POINTE APARTMENTS) IqV IN 38HDPE-83.8
V WT 36HDPE-84.1 REMOVEFROM TYPICAL E XCS PLANTING MIX
ROOT /
\ SYSTEM, UP TO 1' DEPTH. SHEET
REJECT PLANTS WITH MORE THAN*". LL DIP.. G`RAPHIC SCALE - FEET
\\ REMOVE TOP 113 BURLAP AND VARIES /
ANY NAILS/PINS, ETC.
RAT THEISE PIT
CORRECT HEIGHT.FI MSOIIBOTTOM TO SETL UNDER // 1"=40' 7
ROOT BALL. / L / OF / .//
TREE PLANTING DETAIL /
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