NCS000402_29_Compass Pointe Center 1st Plan Submittal Markups 1-3-14

PAECEL�s
PARCEL |O:l6o4x1.
TOTAiAcRc��c:7J4AC,
+/'
oo.zSosPG. 4134
.' p,o,rnPG. ss
EXISTING ZONING: maCONDITIONAL DISTRICT &8'2CONDITIONAL DISTRICT FOR
LOT nsONLY,
neMA|m|NGLOTS ZONED a'2.
SOILS: cv{�sacu.svaz'Tao&Taoz
SUILDING.ss7oxcxs
PROPOSED2,1T, 5 BUILDING SETBACKS
FRONT =25'
5/np=os'
ae4R=2u'
Pi'�01POSED LOTS 1-4 BUILDING SETBACKS 'EXISTING B-2 ZONING)
FRONT =40'
� SIDE =pOk5'
� nsxn=3o'
NOTES:
oouwoAnYmvoTOPOGRAPHIC SURVEY PREPARED oYOTHERS. mUFIELD SURVEYING
o,STOoZrU6ENGINEERING. INC.
THIS MAP DOES NOT MEET Gl47-30AND oNOT FOR RECORDING
THIS PROPERTY 80qJB30ANY EASEMENTS, AGREEMENTS, 0R0:��F-WAY
OFRECORD PRIOR rOTHE DATE 0pTHIS MAP AND WHICH WERE NOT VISIBLE xTTHs
TIME OpINSPECTION.
THIS mApWAS PREPARED WITH OUT THE BENEFIT OpATITLE REPORT AND DOES
NOT NECESSARILY I;NDICATE ALL ENCUMBRANCES UPON THIS PROPERTY.
CONTRACTOR n]LOCATE ALL UTILITIES PRIOR TUCONSTRUCTION AND REPORT ANY
CONFLICTS roTHE ENGINEER.
CONTRACTOR |sRESPONSIBLE FOR ANY REQUIRED PEDESTRIAN ORTRAFFIC CONTROL
PLANS, EQUIPMENT, AND LABOR REQUIRED FOR TRAFFIC CONTROL.
ALL CONSTRUCTION TUes|wACCORDANCE WITH ALL CITY OFKxEoAwE'
SPECIFICATIONS AND STANDARD DETAILS, LATEST EDITION.
RE -ZONING NOTES AND CONDITIONS:
THIS PROPOSED PLAN |S»wAPPROXIMATE REPRESENTATION OFTHE BUILDING,
BUILDING SQUARE FOOTAGE, STREET AND LOT -CONFIGURATION Tooe
c0wsrxUcrso. THE NUMBER 0FLOTS, LOT LINES, BUILDING AND BUILDING SQUARE
FOOTAGE, SITE AND STREET CONFIGURATION AND ZONING LINE WILL nE
DETERMINED BASED VNFINAL ARCHITECTURAL DRAWINGS AND CONSTRUCTION
PLAN REVIEW AND PERMITTING.
THE CONSTRUCTION PLANS WILL MEET THE CITY OFmEBAmBmPDES PHASE
STDnMYvAreKORDINANCE nYTREATING 1"VpRUNOFF FROM THE PROJECT FOR V5%
REMOVAL DrTOTAL SUSPENDED SOLIDS (TSs).THE ewlpREQUIRED FOR THE
PROJECT WILL BE WITHIN A STORMWATER ACCESS AND MAINTENANCE EASEMENT
WITH xDEDICATED ACCESS EASEMENT TOTHE PUBLIC RIGHT OFWAY. THE OWNERS
ASSOCIATIONS SHALL oERESPONSIBLE FOR MAINTENANCE OFTHE aywPDEVICE AND
STORM SEWER OUTSIDE PUBLIC RIGHT OFWAY.
UPON DEVELOPMENT OpEACH OurpwnCsL,SIDEWALKS SHALL DEINSTALLED ALONG
ONE SIDE VpTHE PROPOSED NEW STREET AND ALONG THE FRONTAGE 0pmC11g.
N-) SIDEWALKS ARE REQUIRED nOBEINSTALLED ALONG THE FRONTAGE 0puOvvcS,
80VLsvAno. |pPERMITTED 8YmCDOT, SIDEWALK ALONG THE FRONTAGE vpmczz9
WILL BELOCATED INSIDE PUBLIC RIGHT 0FWAY, OTHERWISE, SIDEWALK SHALL R[
CONSTRUCTED }NTHE PROPOSED 20^LANDSCAPE EASEMENT ALONG N[119&5
SHOWN,
THE PORTION 0FLOT 5TO8[RE-ZONED 0M-1CONDITIONAL DISTRICT BLIMITED
T0ATHREE-STORY INDOOR SELF -STORAGE FACILITY AND OxOFFICE USE. THE
SECOND AND THIRD FLOORS MAY CONSIST OpEITHER SELF -STORAGE AND OFFICE
SPACE onxCOMBINATION THEREOF.
THE PORTION o+LOT sroasREZONED TDB-2CONDITIONAL DISTRICT DLIMITED TO
oaUSES owFIRST FLOOR. THE SECOND AND THIRD FLOORS MAY CONSIST OFEITHER
SELF -STORAGE AND OFFICE SPACE OKACOMBINATION THEREOF.
NoLANDSCAPING YARDS ORSETBACKS SHALL aEREQUIRED ALONG THE LOT S
ZONING LINE ASSHOWN 0NTHE PLANS. LANDSCAPING SHALL BEINSTALLED ATTHe
TIME UFDEVELOPMENT FOR EACH OUrP4nCsL. TOPERMIT SHARED DRIVEWAY
ACCESS, woLANDSCAPING YARDS SHALL BEREQUIRED ALONG THE COMMON LOT
LINES 0FPARCEL 1'2,3&4.
THE PROPOSED PUBLIC STREET SHALL BeBUILT T0THE CITY 0Fw[BANcSTANDARDS
AND SPECIFICATIONS. STREET CONSTRUCTION MAY 8EPHASED TOALLOW FOR
INITIAL o[VELOphlENT DFLOT 5, POSTED SPEED LIMIT OFROAD TV8E20MPH.
~~
~~
/-
~~
�
CITY OF MEBANE
ALAMANCE COUNTY, NORTH CAROLINA
TI I I I I I I I I I I
-
=—_==`��������_____
�
�
|
\ .
\ |
\
\
\
\
\
\ ------- 0
COVER SHEET
Cl
SITE & UTILITY PLAN
C2
GRADING Q'EROSION CONTROL PLAN
[3
POND PLAN
C4
COMPASS DRIVE PLAN &PROFILE
[5
DETAILS
C6
DETAILS
C7
DETAILS
[8
GRAPHIC SCALE
60 o 30 w 120
mu
cy)
0 u
CC
0 0
L�L
uj
Cc Cr 0
0
w
uj >_
UJI
uj Ca
Cj
LLJ
ow
�
Lu
DRAWN BY: SDT
CHECKED BY: ARS
DATE:I2-81,2U13
PROJECT NO.: 30I~06
REF. NO.:
THE PROJECT WILL ADHERE TOTHE CITY OFK8[BANELIGHTING STANDARDS.
(|NFEET)
~

PARCEL DATA:
PARcEL|D:163481
TOTAL ACREAGE: 7.74AC.
��
D.8.l3O5PG. 434
P.R.76PG. 6S
EXISTING ZONING: iN'1CONDITIONAL DISTRICT &B-ZCONDITIONAL DISTRICT FOR
LOT A5ONLY.
REMAINING LOTS ZONED B'Z.
BUILDING
PROPOSED LOT SBUILDING SETBACKS
FRONT =29
8DE= 25'
KEAR=20'
PROPOSED LOTS 1-4 BUILDING SETBACKS (EXISTING B-2 ZONING,j
FRONT =4U'
SIDE =UoRs'
REAR =3O'
PARKING CALCULATIONS:
RETAIL SALES 1SPACE/200SQ.F[
9,8OUSQ.FT./zooS\Fr=ogSPACES
SELF -STORAGE = 1SPA[E/5'000SQ.FT.
,8'G18BQ.FT./5'0O05CLFT. ~z6SPACES
TOTAL SPACES R[Q'O=49+16~6SSPACES
TOTAL SPACES PROVIDED = 87 SPACES (INCLUDING 3 HANDICAP)
Rs-ZONmuGNOTES AND CONDITIONS:
CURVE TABLE
THIS PROPOSED PLAN IS ANAPPROXIMATE REPRESENTATION 0pTHE BUILDING,
CURVE
CHORD BEARING
BUILDING SQUARE FOOTAGE, STREET AND LOT CONFIGURATION T0oE
CONSTRUCTED. THE NUMBER VFLOTS, LOT LINES, BUILDING AND BUILDING SQUARE
FOOTAGE, SITE AND STREET CONFIGURATION AND ZONING LINE WILL eE
DETERMINED BASED VNFINAL ARCHITECTURAL DRAWINGS AND CONSTRUCTION
LINE TABLE
PLAN REVIEW AND PERMITTING.
LINE
LENGTH BEARING
THE CONSTRUCTION PLANS WILL MEET THE CITY OpN1EBAN['SNPDE5PHASE 2
5TOR[0WATERORDINANCE BYTREATING I"OFRUNOFF FROM THE PROJECT FOR 8£%
REMOVAL OFTOTAL SUSPENDED SOLIDS (TSS). THE 8,NPREQUIRED FOR THE
PROJECT WILL 8EWITHIN ASTVRK4VVATERACCESS AND MAINTENANCE EASEMENT
WITH 4DEDICATED ACCESS EASEMENT T0THE PUBLIC RIGHT OFWAY. THE OWNERS
ASSOCIATIONS SHALL KERESPONSIBLE FOR MAINTENANCE OFTHE DK8PDEVICE AND
STORM SEWER OUTSIDE PUBLIC RIGHT OpVVAY�
UPON DEVELOPMENT QFEACH DUTpAncsL,SIDEWALKS SHALL acINSTALLED ALONG
ONE SIDE OpTHE PROPOSED NEW STREET AND ALONG THE FRONTAGE UFN[1z9�
N0SIDEWALKS ARE REQUIRED TOQEINSTALLED ALONG THE FRONTAGE 0FLOWFs
BOULEVARD. |FPERMITTED BYW[noT'SIDEWALK ALONG THE FRONTAGE OFNC119
WILL BE LOCATED INSIDE PUBLIC RIGHT OF WAY, OTHERWISE, SIDEWALK SHALL BE
CONSTRUCTED INTHE PROPOSED 2O'LANDS[APsEASEMENT ALONG N[119AS
5HDVVm.
THE PORTION oFLOT 5TOBERE-ZONED TOM'1CONDITIONAL DISTRICT ISLIMITED
T0ATHREE-STORY INDOOR SELF -STORAGE FACILITY AND oKOFFICE USE. THE
SECOND AND THIRD FLOORS MAY CONSIST VFEITHER SELF -STORAGE AND OFFICE
SPACE 0KACOMBINATION THERE0F.
THE PORTION VFLOT 5T0BEREZONED TOB-ICONDITIONAL DISTRICT ISLIMITED To
[BUSES ONFIRST FLOOR, THE SECOND AND THIRD FLOORS MAY CONSIST OpEITHER
SELF -STORAGE AND OFFICE SPACE ORACOMBINATION THEREOF.
NOLANDSCAPING YARDS ORSETBACKS SHALL BEREQUIRED ALONG THE LOT s
ZONING LINE ASSHOWN ONTHE PLANS. LANDSCAPING SHALL BEINSTALLED ATTHE
TIME 0FDEVELOPMENT FOR EACH DuTPAxcEL. roPERMIT SHARED DRIVEWAY
ACCESS, mOLANDSCAPING YARDS SHALL osREQUIRED ALONG THE COMMON LOT
LINES orPARCEL 1.z'3&4.
THE PROPOSED PUBLIC STREET SHALL BEBUILT T0THE CITY OF;NE8ANESTANDARDS
AND SPECIFICATIONS, STREET CONSTRUCTION MAY 0EPHASED TDALLOW FOR
INITIAL DEVELOPMENT 0FLOT S. POSTED SPEED LIMIT OFROAD TOBE2OMPH.
THE PROJECT WILL ADHERE TO THE CITY OF MEBANE LIGHTING STANDARDS
COMPASS DRIVE LINE TABLE
LINE
LENGTH
B ARING
COMPASS DRIVE CURVE TABLE
CURVE
CHORD
CHORD
BEARING
L
RADIUS
C20
_LENGTH
::4��
527'39'20"E
110.00
EX, 12" WATER
RADIUS
i r. \— 1-12"x2" TAPPING SLEEVE & VALVE
530.00 & FUTURE SERVICES TO BE
uv CAPPED UNTIL SUCH TIME
MANLFC�D )MANIFOLD THAT RETAIL SPACE USE
... AND WATER SUPPLY
NEEDS ARE DETERMIED,
STUB LINES TO R/W INITIALLY
ff 7) TRANSITION FROM TYPE K COPPER
TO PVC PER PLUMBING CODE BEHIND
DOMESTIC WATER
PAVEMENT SCHEDULE
HEAVY DUTY PAVING SUPPLY DETAIL
INTERIOR SITE DRIVE AISLES N.T.S
SEE TYPICAL SECTION FOR COMPASS DRIVE
I" SF 9.5 A STANDARD 2'CCINCRETE CURB & GUTTER DETAIL
*SITE ON LY, 2'6" STD. FOR PUBLIC STREET
8" ABC STONE
PAVEMENT SCHEDULE
LIGHT DUTY
8" ABC STONE
3 RD STREET EXT.
LEGEND
u/
UTILITY POLE
DB
DEED BOOK
m
PLAT BOOK
�}
LIGHT POLE
PG
PAGE
R/W
msoT-or-W^,
ennownuoor
vr
EDGE opmvewsmr
pG
EDGE orGRAVEL
c^mo
CONCRETE
SITE
�
GUY WIRE
RCP
REINFORCED CONCRETE PIPE
m
DROP INLET
�u�
smnwwxwxoa(��*)
o
CURB /war
��
re
FINISH FLOOR ELEVATION
aswn
owswcnr
WATER VALVE (ww)
rpso
TELEPHONE PEDESTAL
rxx
reamowExmmnoom
wmsxmsrmoux�*w>
~�^
nxcovunxx�{mm}
| � L_�J � snxvc
VICINITY MAP
(D
-
SANITARY SEWER wxwxoLE(smH)
-
cowcnoE
` - ---
n
CLEAN OUT
=
GAS VALVE
rr�-'-r�
woomuws(r/".)
---mm---
OVERHEAD POWER LINE
HEAVY DUTY ASPHALT
__-o_-'x-_'
GAS LINE
---m­v�—
WATER LINE
----�----
UNDERGROUND ELECTRICAL
FENCE LINE
` l
Gj\
~
_��` .''`� � __
ES HOME CENTER, INC.
THIS PROPERTY ISSUBJECTTOANY EASEMENTS, AGREEMENTS, ORRIGHTS-OF-WAYOF RECORD PRIORTO D.B. 2065 PG. 997 7T --A
THE DATE OF THIS MAP AN D WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION. .-V TOP: 660.84
IN 64739
THIS MAP WAS PREPARED WITH OUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY
INDICATE ALL ENCUMBRANCES UPON THIS PROPERTY.
OUT 645.59
00
CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION AND REPORT ANY CONFLICTS TO THE
EXISTING
SIGNAL
CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED PEDESTRIAN OR TRAFFIC CONTROL PLANS, EQUIPMENT,
AND LABOR REQUIRED FOR TRAFFIC CONTROL. 10
EX MH
202,08
Ln
IN 648.42 (FROM NORTH)
IN 648,44 (FROM SOUTH)
OUT 648.35
E'S BLVD.
LU
EX. LIGHT POLE
TO BE RELOCATED
IR
SANITARY SEWER
TO BE RELOCATED R.E-STRIPE TO PROVIDE LEFT
12"x6" TAPPING
TURN LANE INTO SITE
SLEEVEANDVALV
THERMICIPLA��IC PAVEMENT
10'X70 SIGHT FUTURE 4"
OF EX, HYDRANT
EACH SIDE OF INT
TOP: 645,29 SERVEHYD.OFFO NEW
ESM
ILINE TO BE
APPROX, LOCATION
RECOMBINED
SLEEVE & VALVE OF EX. 6" WATER TO BE
MJR V11CONC. FIELD VERIFIED
166.22 Lj��ING (FUTURE LOT,
Am
(1) FIRE HYDRANT n
RUST BLOCKING FUTURE
-OFF MGHT-IN
FUTURE. S" WATER T
THRUST BLOCKINU
FUTURE STRIPING
FLIT 4"
L APPROX. LOCATION
SIDE
BE FIELD VERIFIED
20'PUBLIC SANITARY SEWER ASE�MEV­
H PACES RAMP AND
/(AtITH ASPHALT
!)IANDARDS K PROP. 8"-tD5FWER L22
NOTES -
AND TOPOGRAPHIC SURVEY PREPARED BYOTHERS. NUFIELD SURVEYING nY5TUuZFUS
ENGINEERING, INC.
�
^ -
..
z
Ld
r-4
ZLL,u
LLj | o -�
-
� �� O Lu
��Lij �
> � {� �
�� �|�
�� �
� � �� |� �
. �
UJI �
��
���
" �
=o-
O`+ ^
u x
it i �o�
-� uj Co±
V10 �
<
o
~� ~»
- Co
*u
^
o <1
��
--00
�v
-- TAX PARCEL / ' � `CENTER TURN LANE
r \/�
-- -Tn. uc � `\ ` | � \ purunscuxo ` - °^
------ ~^^^`~```'~^~`~'^^~+ / ` ---' `-' �uv/
u�.zoasps oa '
- ' ` r� /�,� ���-4./' '"" xwoaurrsn i/ " ' ~ FOR NEW
------ zomco�w��' � ` ~-'` �� | | _u \ DRIVE
\~~ \ \ '' | ( ��������/����� ����N���� ~ ) \ [] "
� \ � ����N�� ����� DRIVE
� -(COMPASS-
\ \ \PROPOSED INDOOR PRIVATE FORCE MAIN
| | � 60,pUBUCK/yy �/sa��r | �� \ \/
\ ' sce�n�n�ssou/ux | | | ` oucwn oLn
' � = \ ' \ � � �
'""��'
OF z f
~ pnup REVISED LOT ( | \ | �� | � \ | / �� STORAGE AREA
4 PROPERTY LINE
CO INVERT: 649.10
Lu
i/
' PROPOSED LOT FOR COMMON \
WATER QUALITY POND ^
PROPOSED 0
roSERVE DEVELOPMENT.`
' s'm/m.FENCING AROUND POND.I (D ACCESS POINT FOR LOTS
~~ PROPERTY LINES FOR LOT aTo `
'~ ocxvE AsACCESS AND mmwr ADDITIONAL ACCESS POINTS
~r� c;wr.FOR POND FROM PUBLIC
o ALONG NC 119 AND PROPOSED
^ RIGHT upWAY
0 REMAIN
JFUT
(FUTURE LOT)
Cr
SEWER TO BUR 115'PRIVAT
GREASE
SEE P&ME
' .~/
TAX PARCEL #zsos 1 i
MARTIN L.sxopnvsn 0Of
o�,zouspazo c�` � ) /
zowcu:wa -- /| !
�LINE TO BE�
° RECOMBINED
IN 652.73
9.0
RIM 663.37
~ � �
OUT 65233
�.
~_20'TYPE "B" LANDSCAPE BUFFER SEE DETAIL SHEET
� k
° / |
� '
=^ -- - STATION-'| | -
| '-~-`
~scovc^/ '/' '--'-- ���~� =~�����z����^����r��
(1) FIRE HYDRANT BUILDING \ ^'Poop DUAL uuwpSTcn \ rop:pnsu y //
�aon'c*wsa«wE�Awuxnus «^ssmv m�szyao ' (' � ��~��-c�
\, / eoT�s weu��az�n '
n/wou�um�comcwm � '� ?� / m
` ' ���/\�����`'�����
TnpcUSED FOR WET wcu ' �� �� |/ � � � | GRAPHIC
comTnxcToxToSUBMIT SHOP �� " `�� i [ � T I |
DRAWINGS FOR LIFT STATION. 40 o 20 40 80
( IN FEET)
Lu
to
DRAWN BY: SDT
CHECKED BY: ARS
DATE: 12-31-2013
PROJECT NO.: 30 2-06
om

X
PARCEL DATA: STORM PIPE CHART, COMPAS$ x POINTE (10-`YEAR STORM EV NT)
PARCEL I D: 163481
TOTAL ACREAGE: 7.74 AC.
D,B. 2385 PG. 434
P,B. 76 PG. 65
EXISTING ZONING: M-1 CONDITIONAL DISTRICT& B-2 CONDITIONAL DISTRICT FOR
LOT # 5 ONLY.
REMAINING LOTS ZONED B-2.
NOTES:
BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY OTHERS. NO FIELD SURVEYING BY STOLTZFUS ENGINEERING, INC.
THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR RECORDING.
THIS PROPERTY 15 SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS -OF -WAY OF RECORD PRIOR TO THE DATE OF THIS MAP
AND WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION.
THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT NECESSARILY INDICATE ALL
ENCUMBRANCES UPON THIS PROPERTY.
CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION AND REPORT ANY CONFLICTS TO THE ENGINEER.
Structure
No,
Pipe
No.
Inlet
Pipes
Runoff
Coeff,
Sub-;''
I 4
Are'
Total
Area
Rainfall
Intensity
Subarea
Flow
Total
tlOutlet
Flow
Pipe
Theo. Dia.
Outlet Pipe
Diameter
Minim
-
Slope Cap.
Provided
Slope Cap.
Full Flow
Velocity
Pipe
Length
Head
---
Centroid
Head
Rl
Provided
Inlet
Remaining
Inlet
Pipe
No.
Ci
f A
A
110
a! (cfs)
Qt--Q!+Qp
(inches)
(inches)
(ftl
Ill
(ftl
(cfs)
(fttsec)
(feet)
(feet)
(feet)
Depth
--Depth
CI-1
1
0.85
:f 0.28
0.28
6.87
1,6
1.6
10.2
15
0.50%
4.6
1.11%
6.8
5.6
40.42
0.1
0.7
3,49
28
-1
CI-2
2
0 85
:-0::8:5
0.42
0.70
6.87
2,5
4A
14A
18
0.50%
7A
3.76%
20.3
11.5
$9.74
0.2
1.0
4.19
3.2
2
Yl- 1
3
0 85�
0.85
2.03
6.87
11.9
11.9
21.4
18
0.50%
7.4
3.25%
18.9
10.7
9&50
1.9
2.7
4.80
2-1
3
CB-1
4
0.85
0.10
0.10
6.87
0.6
0.6
6.9
15
0.50%
4,6
2.3 0 0
9.8
8.0
39.15
0.0
0.9
3.511
2.6
GI-1
5
3,4
0.85
0A0
2,53
6.87
2.3
14.8
23.3
24
0.50%
16.0
0
1.0 %
7.2
126.50
1.0
2.2
4.00
1.8
-4
5
GI-2
6
5
0.85
1
2,84
6.87
1.8
16.6
Y43
24
0.50%
16.0
1.0 %
7.2
56.86
1.2
2.5
6.24
3.7
6
STIVIH-1
7
7
2,6
0.85
00d
1
3
A3
6.87
0.0
20.7
26.4
24
0.50%
160
1.00%
22.6
7.2
72.81
1.9
3.2
�57
5.4
7
YI-2
8
8
- .
0.85
1A8
:� 1 18
1.18
6.87
6.9
6.9
17,5
15
0.60%
4,6
4.03%
12.9
10.6
24.79
1.4
2.3
4.30
2.0
8
CI-3
9 9
7,8
0.85
0.23
4.95
6.87
1.3
28.9
29.9
30
0.50%
29.0
1.04%
41.8
8.5
48.09
1.5
3.0
8.59
5-6
9
CI-4
10
9
0.85
0A3
5.08
6.87
0.8
291
30.2
30
0.50%
29.0
1.00%
41.0
8.4
_225 03
1.6
3.1
9.18
61
10
CB-2
11
-
0.85
0.59
0.59
6.87
3.4
3.4
13,5
15
0.50%
4,6
1.01%
6.5
5.3
-
183.19 1
0.3
1.3
3.52
2,3
11
TD-1
12
-
0.85
0.03
0.03
6.87
0.2
0.2
4A
8
0.50%
0.8
1.33%
1.4
4.0
30.00
0.0
0.6
1.56
019
12
CB-3
13
11,12 -
0.85
0.44
1.06
6.87
2.6
6.2
16.8
15
0.50%
6.4
5.3
99.56
1.1
2.0
6.24
42
13
CB-4
14
10,13
0.85
0.36
6.50
6.87
2A
38.0
33,2
30 10-5-:0-�.E.
45.3
9.2
20.45
2.6
4.1
9.90
5.8
14
S I TMH-2
01 -
15
...... . .. . 14
0.85 1'.
0.00
6.50
6.87 1
0.0
3&0
33.2
30 1
0.50%
41.9
8.5 1
28.6 5
_ 2.6
--
4.1
8.70
-
4.6
15
I FNUI- I umr- OnAm 1, ILE
CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED PEDESTRIAN OR TRAFFIC CONTROL PLANS, EQUIPMENT, AND LABOR REQUIRED TYPE &
FOR TRAFFIC CONTROL. NO.
t
STATION
��cvr"rrvrv, 171V1IC IlVi I� IUI- i UtlA I t, b Ii MH= I
uf- uF MH
OUTLET PROTECTION, COMPASS POINTE SUBDIVISION
FULL FLOW
OUTLET DESIGNATION
PIPESIZE(IM
VELOCITY
ZONE
W (FT)
La (FT)
THICKNESS
STONE
(FPS)
(IN)
CLASSIFICATION
FES-1
30
&6
2
7.5
15
1-- 1 1. 8
CLASS B
TAX PARCEL #163487
LOWES HOME CENTER, INC.
D.B. 2065 PG. 997
ZONED: B-2
G
Al
hy
r
-------------------
-
......... .
25'X 70'
TEMP. CONST.
SILT FENCE - --- ;A TBC 64
ALONG FRONTAGE NTRANCE BC=64
YHIGH BLACK FENCE S66'44'34"E
COMMERCIAL GRADE,
FENCE TYPE TO BE 'ji
;;M. ;;AR; - - - - - - - - - - - ARE,
-FED BY OWNER TBC=648.ia
E SELECTED
14'GAT
OPENING REAR TBC=647,19
=64 .93
7 GATES BC
AA` 6 647.04 w
U DIVE
R
:EMAI
CONST 641
TW
640
BW=642 33 TIC=647.2 COMP
"0 TBC=647.54
�_,MODULAR BLOCK
• FWTAiWA7WA[t7wiW ® --- - -
1,03 AC+/- 6.23
U -Ire % 5'FENCING ATTOPOFWALL
BLb94 OP=647AI BC=647.36
ZONING TW1646,95 rac
T"
Bw 34.50
r OP=647�73
P=15 BC 647.73
73
MAIN BC!647.35 CONC. SW
TTOM
OND BO Q
-END 626.00 EOP:lll647.99- -64773 TBC
TAX PARCEL #170381 74
TROLLINGWOOD-HAWFIELDS, 11, TD=64T�9
_LLC_
=145.0 ASPHALT FLUSH
D.B. 2835 PG, 293 lcf - T r
-D-M-2 vll
ZONE 00 SEx_ ING -WITH SIDEWALK
-1 L/AD TRC=647�29
J DOCK BELOW
Y ­,4� 1,2EMERGENC 546.
GRDE WITH
TRI,� DRAIN
SPILLWAY
-ELM 635.30 -2:1 SIDE SLOPES EOP1647.89
GRASS LINED BELOW INSIDE
3:1 SIDE SLOPES SHELF 00
1E
O II ko
N,
• ✓TBE=650.48
0 L,)
U it -P%-�647.16
SKIMMER
54
cos I 2.47 AC+/-
TW'647.26 CONCRETE
ra
BW1634,50 RETAINING
L IT
BC-647.66 WA LW H PROPOSED IN
WET DETENTION PAINTED ST EL SELF-STLinAt3t
<
RAILING
BUILDING
POND EOPil - RA NG Ir - 97
3.1 SIDE SLOE, THREE-STORY I. V) L-EP=647.18
SKIMMER BASIN # 1 0 - LU k-EP=647.51-
(TYP.) EDP 47�81
63 <
',TM�647 17
PROPOSED
BW LU __j 0
FR=647.89 LU U
ol:
NCDOT STD. z 0
-coo
CONC. HEADWALL
U 0
INV. OUT: 626.44 's Lun
TRC=i
31
CLASS B RIP -RAP
PAD, L=18'
TAX PARCEL #160531 0-1 61. TW=64422
BW=646
LANDSCAPE AREA 6\xkk\
-1
MARTIN L. SHOFFNER W=9' '[7
D.B. 2485 PG. 327 DEPTH=18" All
ZONED:M-2
51 LF OF 36 00 DRIVE-THRU LANE EOP=647.89 TBC=647.73
CAP @ 1,M
011/0
9
N, TB 45f9
54" CAP RISER M-1 I B-2 TBC=648.32
ASSEMBLY ZONING ZONING
Ell,
(CORR. ALUM PIPE)
RISER TOP=634,30 ,"�­TBC=647,92
TSC 646.71
INV. POND 14' GATE
DRAIN=627.00 OPENING
7' GATES ,v
END
SILT FENCE
PRIVATE LIFT N65-:� I �Ew
PROP. DUMPSTER STATION TO SERVE
BUILDING 7!,2 - 7-1 . ... ... .
LOCATIONS SILT FENCE / ",
TEMPORARY SKIMMER SEDIMENT BASIN CHART- rnMPA*.q PrIINTI= r1=11lill
BASIN #
TOTAL
DRAINAGE
TOTAL
DISTURBED
COM
� �=Tf C-
A L6 1
ALUE,
10-YEAR
INTENSITY
010
TOP
LENGTH
TOP
WIDTH
DEPTH
SIDE
SLOPES
REQUIRED SEDIMENT
VOLUME
PROVIDED(CU
REQUIRED
SURFACE AREA
SURFACE AREA
EMERGENCY WEIR
SKIMMER
ORIFICE
DEWATERING
AREA (AC)
AREA i
(IN/HR)
CFS�
(FT)
(FT)
(FT)
(H:V)
VOLUME (CU FT)
FT)
(SQ FT)
PROVIDED (SO FT)
LENGTH (FT)
SIZE (IN.)
(IN.)
TIME (DAYS)
1
7.31
7.10
0.3
535
1431
*SEE
*Fl
7.50
Varies
12780
75793
4781
17724
12'. 0.5'FLOW
4.0
4,00
3.55
*QII0VAr-I=
Ati All ill %1�f
I ERA � ^11 -
J,
X
C\
r7
TAX PARCEL
STATE EMPLOYEES
D.B. 2018 F
ZONED:
LEGEND
3RD STREET EXT,
UTILITY POLE
OB
DEED BOOK
C,
00
0 4-1 Ell
CA 00
7it��
EROSION CONTROL NOTES: (ALSO SEE DETAIL SHEETS)
LIGHT POLE
P 8
PG
PLAT BOOK
PAGE
tu lr�% L_
1.
PROPOSED DISTURBED AREA: 7.64 AC
R/W
RIGHT-OF-WAY
LLJ eq
0
Q- E rq "I u
x
2.
THE EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHOWN ON THE
GROUND LIGHT
E/P
EDGE OF PAVEMENT
5&40
biD 0 U z
DRAWINGS ARE INTENDED AS A GUIDE. AS GRADING PROGRESSES, MEASURES MAY BE
E/G
CONC
EDGE OF GRAVEL
CONCRETE
L 0 ll
d)
ADDED OR DELETED BY THE EROSION CONTROL OFFICER AS DEEMED NECESSARY TO
0
GUY WIRE
BLVD.
Pq N
41j Irl M
CONTROL EROSION AND SEDIMENTATION, IF GRADING CONTRACTOR FEELS THAT
ADDITIONAL
RCP
DI
REINFORCED CONCRETE PIPE
DROP INLET
Ill
-6 0 >
MEASURES ARE NEEDED OTHER THAN THOSE INDICATED, GRADING
CI
SITE
4,
CONTRACTOR SHOULD CONTACT THE OWNER AND ENGINEER IMMEDIATELY FOR APPROVAL
0
STORM MANHOLE (STMH)
CURB i
N fn All
OF THE CHANGES.
FEE
FINISH FLOOR ELEVATION
4-A t
-6 00
3.
ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHALL BE INSTALLED
0
WATER VALVE (WV)
BSMT
BASEMENT
4-
AND MAINTAINED IN ACCORDANCE WITH THE NCDER - LAND QUALITY SECTIONS 'EROSION
AND
TPED
TELEPHONE PEDESTAL
w ri
M
SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL.'
WATER METER
THH
TELEPHONE HAND HOLD
4.
ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE NPDES
Ally
BOX (WM)
os pp
GROUND COVER REQUIREMENTS AS SHOWN ON DETAIL SHEETS,
5,
ROUGHEN SLOPE SURFACES TO MINIMIZE EROSION DURING VEGETATION ESTABLISHMENT.
FIRE HYDRANT (HYD)
GRAVEL
lq�
6.
INSTALL INLET PROTECTION AROUND ALL INLETS.
aR
U
aj
(D SANITARY SEWER MANHOLE (SSMH) VICINITY MAP CONCRETE
0 CLEAN OUT 2000' Lei
cv C: LU
jxj GAS VALVE ry-" WOODSLINE (TYP.) C: w
OVERHEAD POWER LINE 4AAEAJ
SILT FENCE (TYP.)
GAS LINE
TEMP. DIVERSION
WATER LINE IRIM
ue UNDERGROUND ELECTRICAL AA;ARj
PERMANENT SWALE f 0% C: .�t
x- FENCE LINE Uj U
rri
17
G14
All
T
EX MN
--- TOP: 660.84
IN 647.79
A IN 6 545;.80 (NEW)
OUT
645.59
000
;A-_ AAAR
EXISTING
0 to
RA
U M
F M
;;;;A RE Ln
Ld
EX. 15" RCP
M
:D
INV . 656.45 0
Ln
REAr
LL
565'33'02"E 202.08 L-3
AAAR
"All L-4 z U
'W-
z
AREA C:) <
z
Ui
EX MH
TOP., 659.94 (TBM) x
0 0
DIVERSION BERM TO
, W'E
REMAIN UNTIL FUTURE
fO� .111`r�� Lf) U*)
IN 648.42 FROM NORTH)
CONSTRUCTION IS
IN 648.44 (FROM SOUTH)
All U
LU >
%
COMPLETE
OUT 648.35
sll, I ; I Lij
All "A To
All
_'�: - >A-0 SILT FENCE
1714 Ui
AROUND WORK
AREA WITH ROCKI
SILT CHECK
EXISTING PROPERTY
M
Uj z
LINE
923 Lo
coz
<
Uj ii U
V A z
11 Ln APPROX. LOCATION
0 __j
OF EX. 6" WATER TO BE
i < X
FIELD VERIFIED 0LdJ
Q%
i r_ C r_
T i LU
CL
U ZA
ION tit M I U
-n i
N. UNT'IL FUTURE
1 1-45
RUC
<
LETS
U
1 doAll Uj Uj
Ln C=) U z
All M is z 1 1 1 1
0 <L
<
C0
60' POSILIC IR/ U f- <
"i W
0
C) < CL
APPROX. LOCATION
654 �656
<
U
OF EX, 12" WATER TO 6j
BE FIELD VERIFIED 0
P 0 0
CL V) U I­-
45 MPH
T
0
All,
LL
END, LIB 5,
CoNmucnoill
TlEAll NC11191
FUTURE _, CONSTRUCTION. M
rn
SANITAYSEWER TO
CY)
U
RE INSTALLED INSTALLED1NMALLY
(D Z
ULI
EX. 15" RCP 0
LLI
INV. i z
C?
ci 1 0 i
o
at'
Lq LU w
PROP`. REVISEDLOTry
0 Uj > >
LINE
4 PROPERTY
w Uj i
M
rj LU
PROP, REVISED LOT
<
4 PROPERTY UNE x V)
z 6�7 &L
LU
<
0
Ln i r-4
Ln -0-7-
T
Z
DIVERSION aigi<
BERM T6 REMAIN UNTIL
FUTURE CONSTRUCTION IS II
COMPLETE DRAWN BY: SDT
... . ....... N a b--
1A RIM 663.37 CHECKED AIRS
DATE: 12-06-2013
4 IN 652.73
OUT 652.73
PROJECT NO.: 302-06
REF.
SCALE: l'i
"All
REE.
R' All
All
4
-A, ""AREAREARRAR.Rill
-IRA M- AARA, MARE, AA
C
A A)0
FQ JAI� i " Tld/li
E H
X M
T
65�
TOP:
I N6 8
01"
-S S/
0
4163480
CREDIITLINION
'G� 730 z
6461
B-2
1-20
<

PERMANENT ELEVATION MARKER mBEINSTALLED /m
CENTER OFnmEBAYS
METAL onTREATED *^»rWOOD POST SET IN
CONCRETE roEXTEND rw/m.BELOW BOTTOM
upPERM. SEDIMENT STORAGE. /wsmuALum/wum
ELEVATIONS BANDS MARKING BOTTOM oFPERM.
SEDIMENT STORAGE AND BOTTOM orWATER
QUALITY STORAGE. TOP opPOST rnosSET »T
NORMAL POOL ELEVATION,
CAP TRASH RACK Wit ANTI -VORTEX
DEVICE
2.50"UN` MIN. VEGETATED
yV.C\RELEASE HOLE 10'SHELF
INVERT ELEV. 682.O0
OPERAT}NG__`
ELEV. 634.30 TOP OF RISER HANDLE \
zo �
/ ELEV. 632l0PERMANENT POOL
S4" �CAPRBER
ELEV. 627.00 BOTTOM DFVV STORAGE
| ELEV.626.00 PERM. SEDIMENT STORAGE
POND DRAIN 6"
ALUM. SHEAR
GATE
`CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS TOTHE ENGINEER FOR APPROVAL
PRIOR T0FABRICATION
POND SKIMMER T0BEUTILIZED DURING
CONSTRUCTION. CONNECT TnPOND DRAIN,
SEE SKIMMER DETAIL ONDETAIL SHEET
FABRICATE COVER FOR WATER QUALITY HOLE
UNTIL CONSTRUCTION iSCOMPLETE
VALVE KEY
NOEPRENE GASKET
Tf STAINLESS STEEL BOLTS
& 0 0�
On 6" BOTTOM DRAIN
FLANGE
FRONTVIEW
SIDE VIEW
BOTTOM DRAIN & SHEAR GATE VALVE
NTS
PERMANENT WATER QUALITY POOL ELEVATION: 632.00
CLASS B RIP RAP
51-WIDE
OVERLAY BERM
mREBm
���� SEDIMENT STORAGE
BOTTOM opPOND szoon
EARTHEN BERM
EARTHEN AND
ROCK BAFFLE
INV. 01
626.95
NOTE: FLANGED JOINTS ONBARREL 4TANTI-SEEP PLATES
10,
k4|N
636.80
`\ |zMAX SLOPE
INV. OUT=626.44
I ::�� 11-i
ANTI -SEEP COLLARS 72"02"
CONC. BASE ALUMINUM
CUT-OFF CUT-OFF FLANGED JOINTS AND NEOPRENE
TRENCH 4 TRENCH 2 GASKET
FT. MIN. F[HE|GHT
MIW
T
TOTAL SITE AREA=7J4AC.
OVERALL SITE 8U*=S.4ZA[/7.74AC. =700%
TOTAL DRAINAGE AREA T0POND=6.93AC.
PROPOSED BUILT -UPON ARcA=5,4ZAC. 0n7821%(TO P0ND)'POND DESIGNED FOR 8O%8UADns.54AC.
INCLUSIVE OFDUTPAR[[Oz-4
BUAALLOCATIONS PER OUTPAK[sL: LOT z=0JsAC.
LOT 2=U.67AC.
LOT }=O.6IAC.
LOT 4=0.07AC.
SOILS: Eac.EuC2'EaH2,Tn8&Tae2
STORMWATER FLOWS TO DOWNSTREAM UNNAMED TRIBUTARY THAT FLOWS INTO BACK CREEK THEN TO HAW RIVER,
LATITUDE/LONGITUDE OFB[WP:LxT:ao.U6sr85LONG: -79.3U8219
STURyWVVAT[RDETENTION POND NOTES:
1.THE REQUIRED PLANTINGS FOR THE VEGETATED SHELF SHALL
NOT BEINSTALLED UNTIL AFTER UPSTREAM DRAINAGE AREA 8
STABILIZED. SEE SEPARATE LANDSCAPE PLAN FOR VEGETATIVE SHELF
AND POND BY OTHERS.
Z.WET DETENTION POND TOBEUTILIZED A£4SKIMMER SEDIMENT
BASIN TIE-IN TOPOND DRAIN. CONTRACTOR SHALL RESTORE POND
T0ORIGINAL DESIGN DIMENSIONS AFTER UPSTREAM
CONSTRUCTION |3COMPLETE AND STABILIZED. THIS SHALL 8E
INCLUDED |NTHE CONTRACT BID FOR POND CONSTRUCTION AND
SHALL NOT BECONSIDERED ASEPARATE LINE ITEM.
3.CONTRACTOR SHALL HIRE ANINDEPENDENT LICENSED
GEOTE[HN!CALENGINEER TOCONDUCT ANINFILTRATION TEST DN
THE ON -SITE SOIL INTHE POND AFTER INITIAL GRADING AND
CERTIFY THAT INFILTRATION RATE IS NO MORE THAN O.01 |N/HR
AND THAT THE PERMANENT POOL CAN REMAINTAINED ATDESIGN
ELEVAT0N. A6"CLAY UNER(K8|N|K4UK415%PASS] NG#2ODS|EVE)
WITH MAXIMUM INFILTRATION OFO.0l|N/HRWILL BE INSTALLED IF
ON -SITE SOIL EXCEEDS MAXIMUM INFILTRATION RATE. TEST
RESULTS FOR ON -SITE CLAY LINER SHALL BEPROVIDED TOTHE
ENGINEER PRIOR TOINSTALLATION.
4. FINAL GRADE ELEVATIONS SHOWN INCLUDES CLAY LINER (IF
REQUIRED) AND b"TOPSOIL LAYER ONEXTERIOR OFPOND AND
INTERIOR DOWN T0BOTTOM OFIO'SHELF.
5iPOND DAM SHALL BEFREE OFORGANIC MATERIAL AND
COMPACTED TD95%ORGREATER DENSITY, THE OWNER WILL
PROVIDE ANINDEPENDENT GEOTECHN|CALENGINEER FOR
COMPACTION TESTING.
6MAINTENANCE OFALL STORM DRAINAGE IMPROVEMENTS OUTSIDE
OFPUBLIC R/VV INCLUDING, BUT NOT LIMITED TO, VVETP0NDS,
UNDERGROUND PIPES, 5VVALES,ET[,SHALL 8ETHE RESPONSIBILITY OF
THE OWNER ASSOCIATION. ANNUAL INSPECTION REPORTS SHALL 8E
PROVIDED TOTHE CITY 8FME8ANESTORK8VVATERDIVISION BYTHE
OTY'S3T0KK8VVATEBORDINANCE.
PARCEL DATA:
PAnCEL|D:16348
TOTAL ACREAGE: 7J4AC.
��
o.8.2385PG. 4l4
p.8.7OPG. a79
EXISTING ZONING: xx'1CONDITIONAL DISTRICT QB-2CONDITIONAL DISTRICT FOR
u]T#5ONLY.
REMAINING LOTS ZONED B'2.
BOUNDARY AND TOPOGRAPHIC SURVEY PREPARED BY OTHERS. NUFIELD SURVEYING BY S0OZFUIENGINEERING, INC.
THIS MAP DOES NOT MEET 6.S. 47-30AND |SNOT FOR RECORDING.
THIS PROPERTY BSUBJECT TDANY EASEMENTS, AGREEMENTS, ORNGHT5-OFVVAYOFRECORD PRIOR TDTHE DATE OFTHIS MAP
AND WHICH WERE NOT VISIBLE 4JTHE TIME 0FINSPECTION.
THIS MAP WAS PREPARED WITH OUT THE BENEFIT 0F&TITLE REPORT AND DOES NOT NECESSARILY INDICATE ALL
ENCUMBRANCES UPON THIS PROPERTY.
CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION AND REPORT ANY CONFLICTS TO THE ENGINEER.
CONTRACTOR IS RESPONSIBLE FOR ANY REQUIRED PEDESTRIAN OR TRAFFIC CONTROL PLANS, EQUIPMENT, AND LABOR REQUIRED
FOR TRAFFIC CONTROL.
ALL CONSTRUCTION TO BE TO THE STANDARDS AND SPECIFICATIONS OF NCDENR FOR EROSION CONTROL AND CITY OF MEBANE
FOR WATERSHED AND INFRASTRUCTURE ITEMS UNLESS OTHERWISE SPECIFIED ON PLANS.
ENGINEER'S CERTIFICATION OF RUNOFF CONTROL
I certify that the design of all stormwater management facilities and practices will control
and treat the runoff from the from the first one inch of rain over the total drainage
area, that the designs and plans are sufficient to comply with applicable standards
and policies found in the Stormwater BMP Design Manual, and that the designs and
plans ensure compliance with the City's Phase II Stormwater Ordinance.
3RDSTREET EXT.
m 1011, 0 1, 1, 17d MIA, YTI
140
om
FULL POND DESIGN DATA
Description
Elevation
Surface Area
Incremental Volume
Pond Bottom
626
5788
Top of Sediment Storage
627
6730
6,259
Top of Forebays (Surface Area Used for
Depth Calculation between top of forebays
Invert of Emergency Spillway
635.3
21251
20,588
Elofforn Area of Main Pond
627
6021
Depth (Ave. for Calculations)
3.83
cr
TOP: 645.29
S'HIGH BLACK FENCE
COMMERCIAL GRADE,
SELECTED BY OWNER
BERM
2-1 SID-ESLOPES
N BELOW INSIDE
SHELF
01
NORMAL POOL=
ZONED:M.- 2 POND BOTTOM
SPILLWAY 626.00
GRASS LINED
Ntl
WET OE NTION\ SKIM R
POND
SKIMMER BASIN # I
CLASS B RIP -RAP
TAX PARCEL #160531
MARTIN L. SHOFFNER NCDOT STD. ON,
D.B. 2485 PG. 327 CONC. HEADWALL OPENING
ZONED:M-2 INV. OUT: 626.44
TGATES
54" CAP RISER
ASSEMBLY
00)
RISER TOP=634.3
INV. POND
ca
LOCATIONS
WET DETENTION POND DETAIL
x
�
\
`
�
�
-H
�
D UM
M�
LAW
� m
Z u
��
��
��
_ �z
= <
��
X �
�—
_j0
V1[)
��
�j
��
>= � �
`��
a/M� �
�'FA
��
��
��
��
��
��
��
__
�
�
��
�=
U M
��
��
_
� !�
.��
LU
.. ~� ry
CL u
0
u�
ox r
^<
LU
of �
u vn
��
�L
��
�_
0/mO �
uLn��
Uj
2!
uu
LU
0� .
<Cl-
'
LIJ z
�
00
-
CONCRETE
`
RETAINING
�xOPU3ED|Nb0On
YVALL WITH
SELF -STORAGE
PAINTED STEEL
BUILDING
RAILING /
/n"'�/««'
LEGEND
��~^�,"=
0
UTILITY POLE
cm DEED BOOK
pe PLAT BOOK
/
0
LIGHT POLE
� ws E
/
n»m RIGHT-OF-WAY
s/p EDGE opPAVEMENT
/
4
GROUND LIGHT
E/G EDGE opGRAVEL
comc CONCRETE/
/
/
su,�mc
ncp nowpoocsncowcnsrsppc
/
m DROP INLET
�onmmmvoo�surmm
o CURB INLET
/
�
pc FINISH FLOOR ELEVATION
-
/
WATERvxu/sxvv
mwx BASEMENT
,rso TELEPHONE PEDESTAL
ruo rELcmomsHAND xom
��rxmcrcxaox»wm>
/�
`
��'
+5�
pmEHYDRANT m
| � |
GRAVELv»)
��
=~
s�w/mx,�swanwawxu�Cawo)
� | cowcxprc
Ln
Ino
CLEAN OUT
'
=
GAS VALVE
. /-r-r�-'� wmuosuwE<rvpJ
—--oHu ---nvs*EADpoWmuws
SILT FENCE pnm
__-«---+—_
am`umc
_
TEMP. DIVERSION
WATER LINE
-�
----�---'
uwoexsnouwoacomuu�
`��snw^mcwrswA�
FENCE LINE
`
GRAPHIC SCALE
30
« is 30
w
(|NFEET)

L —
c,d'S
j
666
650
8.0' 8.0'
0+00 1
x.
EX. LIGHT POLE
I
\0 I
t
f I I f APPROX. LOCATION
OF EX. 5" WATER TO BE
I FIELD VERIFIED
k I
I I I
I ,
Ca
I a
, k
i
APPROX. LOCATION
I
I I OF EX. 12" WATER TO
f ' BE FIELD VERIFIED
l a. SPEED LIMIT
To I 3' . 51 45 MPH
I i I i
01
I
u-I ;
33' EP-EP
Up
I
i
ai i I I
! i
70' ft W
® I ,
COMPASS DRIVE LINE TABLE
LINE
LENGTH
BEARING
L20
53.49
S10°21`29"W
L21
33.46
565°30'08"E
L22
352.48
565°30'08"E
COMPASS DRIVE
CURVE TABLE
CHORD
CURVE LENGTH
1
CHORD
BEARING
RADIUS
I
C20 134.98
S27°39'20"E
110.00
GENERAL NOTES;
1. PROPERTY TO BE SERVED BY CITY OF MEBANE PUBLIC WATER AND SEWER.
2. ALL CONSTRUCTION TO BE TO CITY OF MEBANE STANDARDS AND SPECIFICATIONS.
3. 4' SIDEWALK TO BE LOCATED ON ONE SIDE OF PUBLIC STREETS.
4, CONTRACTOR TO LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION,
5. AREA DETERMINED BY D.M.D. METHOD.
6. THIS MAP DOES NOT MEET G.S. 47-30 AND IS NOT FOR THE RECORDATION OR CONVEYANCE OF
PROPERTY.
7. THIS MAP IS SUBJECT TO ANY EASEMENTS, AGREEMENTS, OR RIGHTS OF WAY RECORDED PRIOR
TO THE DATE OF THIS MAP WHICH WERE NOT VISIBLE AT THE TIME OF INSPECTION.
8. THIS MAP HAS BEEN PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT
NECESSARILY INDICATE ALL ENCUMBRANCES ON THE PROPERTY.
9, DIP SANITARY SEWER PIPE TO GLASS 50.
60.0' R/W
I
38' BOCTO BOC
4'
12 �
1/2" ff 1/4 AFT•_ 114"/FT.
SLOPE 3:1
1/4"/FT. /FT.
�y s
WATER METER WATER MAIN 4' SIDEW K � � S.S.(TYP) -- �
(T'P) COMPASS DRIVE
8" ABC (100%STANDARD PROCTOR i TYPICAL SECTION
ABC & SUBGRADE}
4" 119.0E BASE COURSE N.T,S.
3" SF 9.5A TOP COURSE
11'
STANDARD T-15"
CURB & GUTTER
I`
t
GRAPHIC SCALE
40 0 20 40 80
( IN FEET)
1 inch =40 ft.
12"
TER METER I
0
A 00
Z
eq
6
a
tA em<
LA
0
l
0u m
i
� 1-1OC
Z) fyi
Qp N
Cf.
LL
Lu
z
uj
Lu
IW`�t�p
CL
per,®",
°
LLI
> 0 1
ui
Ito co
160
Lu
CL
uj
s,p
u m
i
r
W m
n
rz G
o 'z
is
o
CJ }C x
CL
I= ccC�uj
1— F_
® d [
680
ULnAo
<
Z�Li
d d z <
(J ` Ca
Lu
Cu
0 0<CCL
~ � 3:
W W
i
OC 1�-00
CA_ Lr) U 1-
1
670

COMPACTED SOIL 2'
MIN. 1
6' TYPICAL\
,i-
I I I i II 11 I
DIVERSION SWALE
NS.5.
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE
FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN
THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNELTO BLEND WITH THE NATURAL
ROUND LEVEL AND APPROPRIATELY STABILIZE IT,
QUO
Jw,
Sp.
(` 6- MIN. �4fl
d
�NRX
2'-3-
COARSE AGGREGATE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
N.T.S.
I
1, CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER
OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIED GRADE AND DIMENSIONS SHOWN ON THE PLANS,
AND SMOOTH IT.
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN
LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
MAINTENANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE.
AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT
OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
WASHED OR TRACKED ONTO PUBLIC ROADWAYS.
PVC End Cap
PlIMSPECTIVE
PVC Elbow PVC Vent PII
NO= -PROPEX
1.) TOTAL DRAINAGE AREA FLOWING TO SILT FABRIC W/WIRE BACKING
FENCE MAY NOT EXCEED 1/4 ACRE PER 100' POST: METAL, 6' LONG TRIANGLE STEP
OF FENCE DRAINAGE AREAS MAY BE
INCREASED WITH A STORAGE PIT IN FROMT OF
FENCE AND/OR STONE OUTLETS. WIRE, 32" MIN. WIDTH HOGWIRE LINE
2.) SILT FENCES SHOULD NOT BE USED WIRE TO BE 10 GAUGE
AT PIPE OUTLETS OR IN AREAS OF
OF CONCENTRATED FLOW (CREEKS, DITCHUNES) STONE
STONE: No. 57 WASHED STONE
1 IFLOW
N LI NOTE:
SKIRT AND WIRE OF FABRIC
SHOULD BE TRENCHED 6' INTO
GROUND AND BACKFILIED W/ STONE
TO 6" ABOVE GROUND
SILT FENCE DE AIL
MAINTENANCE N.T.S.
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY,
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT
PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
La La
FLOW`®
` E I
FILTER BLANKET
"Y x
A
SECT. A -A, v L,
A
a.
x di�" v-..•a .� ram;
�to
-
OUTLET STABILIZATION STRUCTURE N
DETAIL PLAN VIEW
"C„ Enclosure
Iter Entry Unit
N.T.S.
NOTES
1, La IS THE LENGTH OF THE RIP -RAP
APRON.
2. d - 1.5 TIMES THE MAXIMUM
STONE DIAMETER BUT NOT LESS
THAN 6'.
3. IN A WELL DEFINED CHANNEL EX-
TEND THE APRON UP THE CHANNEL
BANKS TO AN ELEVATION OF 6"
ABOVE THE MAXIMUM TAILWATER
DEPTH OR TO THE TOP OF THE
BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC
SHOULD BE INSTALLED BETWEEN
THE RIP -RAP AND SOIL FOUNDATION.
5. INSTALL PAD ON 0% GRADE
MAINTENANCE
INSPECT RIPR.AP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OF
GREATER) RAINFALL EVENTS TO SEE IT ANY EROSION AROUND OR BELOW THE RIPRAP
HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED, IMMEDIATELY MAKE ALL
NEEDED REPAIRS TO PREVENT FURTHER DAMAGE.
Sched. 40 PVC Pipe I
Plate
Figure 6,64s Schematic of a skimmer, from Pennsylvania Erasion and Sediment Pollution Control Manual,
March, 2000.
SKIMMER BASIN NOTES:
1.SEE SHEET 3 OF 12 FOR SKIMMER BASIN DIMENSIONS
2.DAM HEIGHT MAXIMUM OF 5' FROM ORIGINAL GROUND SURFACE.
3.SOIL STABILIZATION FABRIC REQUIRED FOR EMERGENCY SPILLWAY.
CONTRACTOR TO CONSTRUCT BASIN IN ACCORDANCE WITH SECTION 6.64
"SKIMMER SEDIMENT BASIN" LATEST EDITION OF THE NORTH CAROLINA
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
Average = a
Width W L
Am of basin water surface at -
tap of PrWAMI spillway elevation
.. m Fws6cAuLraw�w0.
51Orage zone w, vaa-unmaavE�
view
Figure 6.64C Example of a sediment basin with a skimmer outlet and emergency spillway. From Pennsylvania
Erosion and Sediment Pollution Control Manual, March, 2000.
SKIMMER BASIN WITH BAFFLES DETAIL
6_64.7
SLOPE INSTALLATION
I'I R I / 1
A ERICAN
GREEN
EROSION CONTROL Products
Guaranteed SOLUTIONS
14649 HIGHWAY 41 NORTH
€VANSVILLE, IN 47725
800-772-2040
www.nagreen.com
1. PREPARE SOIL BEFORE INSTALLING ROLLED EROSION CONTROL PRODUCTS (RECP's), INCLUDING ANY NECESSARY APPLICATION
OF LIME, FERTILIZER, AND SEED.
NOTE: WHEN USING CELL-0-SEED DO NOT SEED PREPARED AREA, CELL•-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN.
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE RECP's IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH
W3 APPROXIMATELY
r
WITH RO TELY 12 30crT1 RECP's X OF s EXTENDED
DIED BEYOND THE UP --SLOPE
( L E PORTION OF THE TRENCH. ANCHOR
RECP's WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" 30 CM APART IN THE BOTTOM OF THE TRENCH. CHO THE
( )
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM)
PORTION OF RECP's BACK OVER SEED AND COMPACTED SOIL, SECURE RECP's OVER COMPACTED SOIL WITH A ROW OF
STAPLES/STAKES. SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE RECP's.
3. ROLL THE RECP's (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE, RECP's WILL UNROLL WITH APPROPRIATE SIDE
AGAINST THE SOIL SURFACE. ALL RECP's MUST BE SECURELY FASTENED 1*0 SOIL SURFACE BY PLACINGuSTAPLES/STAKES
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM , STAPLES/STAKES
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN,
4. THE EDGES OF PARALLEL RECP's MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING
ON RECP's TYPE.
5. CONSECUTIVE RECP's SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE
3" (7.5 CM) OVERLAP, STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE
RECP s WIDTH.
NOTE:
*IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY TO
PROPERLY SECURE THE RECP's.
NPDES GROUND COVER REQI1tREMENTS*
SITE AREA DESCRIPTION
STABILIZATION TIME
STABILIZATION TIME
FRAME
EXECEPTIONS
PERIMETER DIKES,
SWALES, DITCHES AND
7 DAYS
NONE
SLOPES
HIGH QUALITY WATER
(HQW) ZONES
T DAYS
NONE
IF SLOPES ARE 10' OR
SLOPES STEEPER. THAN
LESS IN LENGTH AND ARE
7 DAYS
3:1
NOT STEEPER THAN 2:1
14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER.
14 DAYS
7-DAYS FOR SLOPES
GREATER THAN 50 FEET
IN LENGTH
ALL OTHER AREAS WITH
14 DAYS
NONE (EXCEPT FOR
SLOPES FLATTER THAN 4:1
PERIMETERS AND HQW
ZONES)
*"EXTENSIONS OF TIME MAY BE APPROVED BY THE PERMITTING AUTHORITY
BASED ON WEATHER OR OTHER SITE -SPECIFIC CONDTITIONS THAT MAKE
COMPLIANCE IMPRACTICABLE." (SECTION ILB(2)(b))
CONSTRUCTION SEQUEN .E:
1. OBTAIN PLAN APPROVAL FROM NCDENR AND ALL APPLICABLE PERMITS FROM OTHER REVIEWING AGENCIES
2. FLAGGING OF ALL THE CONSTRUCTION LIMITS AND ANY OTHER BUFFERS SHALL BE PERFORMED PRIOR TO
THE PRE -CONSTRUCTION MEETING. CONTRACTOR IS TO STAY WITHIN THE LIMITS OF CONSTRUCTION. ANY
NEED TO CROSS THIS LIMIT LINE WILL NEED TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO
ANY DISTURBANCE. THE CLEARING LIMITS MUST BE FLAGGED PRIOR TO ANY DISTURBANCE. THE CLEARING
LIMITS MUST BE FLAGGED PRIOR TO THE PRE -CONSTRUCTION MEETING IN ORDER TO PREVENT ACCIDENTAL
OUTSIDE ENTRY OUTSIDE THE CLEARING LIMITS. ANY REVISIONS TO THE PLAN MUST BE SUBMITTED AND
APPROVED BY NCDENR PRIOR TO DISTURBANCE OUTSIDE LIMITS.
3. SET UP PRE -CONSTRUCTION MEETING ON SITE PRIOR TO ANY CONSTRUCTION WITH THE OWNER, ALL
CONTRACTORS INVOLVED WITH LAND DISTURBANCE AND NCDENR EROSION CONTROL INSPECTOR.
4. INSTALL TEMPORARY CONSTRUCTION ENTRANCE,
5. INSTALL, MAINTAIN AND REPAIR PROPOSED EROSION CONTROL MEASURES AS PER APPROVED PLAN.
6. BEGIN GRADING ACTIVITIES AS PER APPROVED PLAN.
7. THE CONTRACTOR SHALL MAINTAIN CLOSE CONTACT 'NTH THE EROSION CONTROL INSPECTOR. ADDITIONAL
EROSION CONTROL MEASURES THAT ARE NOT INDICATED ON THE PLAN MAY BE REQUIRED BY THE EROSION
CONTROL INSPECTOR. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN EROSION ONSITE., REGARDLESS
OF THE MEASURES REQUIRED. ANY CHANGE TO THE EROSION CONTROL MEASURES AND/OR GRADING SHALL
BE CALLED TO THE ATTENTION OF THE ENGINEER AND THE EROSION CONTROL INSPECTOR.
B. EROSION CONTROL DEVICES SHALL. BE DILIGENTLY MAINTAINED THROUGHOUT CONSTRUCTION. DEVICES
SHALL BE INSPECTED AND REPAIRED AFTER EACH SIGNIFICANT RAINFALL EVENT,
9. EROSION CONTROL MEASURES ARE TO BE CLEANED OUT ON A REGULAR MAINTENANCE SCHEDULE. THEY
SHALL BE CLEARED OF ALL SILT AND RE -SHAPED TO THE ORIGINAL DESIGN CRITERIA.
10. GRASS OR OTHERWISE STABILIZE ALL AREAS AS THEY ARE BROUGHT UP TO GRADE. STABILIZE NTH
GROUND COVER ALL DENUDED AREAS, REFER TO NPDES GROUND COVER REQUIREMENTS ON DETAIL SHEET.
11. PROVIDE GROUND COVER ON EXPOSED SLOPES, REFER TO NPDES GROUND COVER REQUIREMENTS ON
DETAIL SHEET.
12. REMOVE EROSION CONTROL DEVICES ONLY UPON RECEIPT OF APPROVAL FROM EROSION CONTROL
INSPECTOR.
13. ALL EROSION CONTROL DEVICES ARE TO REMAIN IN PLACE UNTIL SITE IS PROPERLY STABILIZED WITH
GROUND COVER. ALL UPSTREAM AREAS MUST BE STABILIZED PRIOR TO REMOVAL OF EROSION CONTROL
DEVICES. ONCE UPSTREAM AREAS ARE STABILIZED, REMOVE SEDIMENT, GRADE TO FINAL ELEVATIONS, AND
STABILIZE.
14. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SITE EROSION CONTROL MAINTENANCE DURING
CONSTRUCTION. IN ADDITION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ALL ITEMS REQUIRED
BY THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT.
15. THE CONTRACTOR SHALL HAVE ON SITE THE MEANS TO REMOVE ANY SEDIMENT TRACKED ONTO THE
STREET.
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER
SEEDING MIXTURE
SPECIES RATE(LB/ACRE)
GERMAN MILLET 40
IN THE NEDMONT A?ND MOUNTAINS, A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF
50 LB/ACRE.
SEEDING DATES
MOUNTAINS: MAY 15 - AUGUST 15
PIEDMONT; MAY I - AUGUST 15
COASTAL PLAIN: APRIL 15 - AUGUST 15
SOIL AMENDMENTS
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER
MULCH
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
TOOL.
MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY
FOLLOWING EROSION OR OTHER DAMAGE.
SEEDING FOR GRASS -LINED SWALES
SEEDING MIXTURE
SPECIES RATE(LB/ACRE)
TALL FESCUE 200 (4-5 LB/1,000 SQ. FT.)
NURSE PLANTS
BETWEEN MAY I AND AUGUST 15, ADD 15 LB/ACRE SUDANGRASS OR 10 LB/ACRE GERMAN MILLET, BEFORE
MAY 1, OR AFTER AUGUST 15, ADD 40 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST: AUGUST 25 - OCTOBER
POSSIBLE: FEBRUARY - APRIL 15
AVOID SEEDING FROM NOVEMBER TO JANUARY. IF SEEDING MUST BE DONE AT THIS TIME, ADD 40 LB/ACRE
RYE GRAIN AND USE A CHANNEL LINING THAT OFFERS MAXIMUM PROTECTION
SOI L AM E N DMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 1,000 LB/ACRE 10-10.10 FERTILIZER. OPERATE TILLAGE EQUIPMENT ACROSS THE
WATERWAY.
MULCH
USE A ROLLED EROSION CONTROL PRODUCT TO COVER THE BOTTOM OF CHANNELS AND DITCHES, AND
STAPLE SECURELY. THE LINING SHo= EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY
4,000 LB/ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWEDTO WASH DOWN SLOPES WHERE THEY CAN
CLOG DRAINAGE DEVICES.
-MAINTENANCE _.
INSPECT AND REPAIR MULCH FREQUENTLY, REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR; USE SOIL
TESTS OR APPLY 150 LB/ACRE 10-10-10, MOW REGULARLY TO A HEIGHT OF 2-4 INCHES.
PERMANENT SEEDING FOR GENTLE SLOPES, AVERAGE SOIL; LOW MAINTENANCE
SEEDING MIXTURE
SPECIES RATE (LB/ACRE)
TALL FESCUE BO
SERICEA LESPEDEZA 20
KOBE LESPEDEZA 10
SEEDING NOTES
1. AFTERAUGUSTI5USE UNSCARIFIEDSERICEASEED.
2. WHERE PERIODIC MOWING IS PLANNED ORA NEATAPPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE LESPEDEZA
TO 40 LB/ACRE.
3. TO EXTEND SPRING SEEDING DATES INTO TUNE, ADD 15 LB/ACRE HULLED BERMUDAGRASS, HOWEVER, AFTER MID-APRIL IT IS
PREFERABLE TO SEED TEMPORARY COVER.
NURSE PLANTS
BETWEEN MAY i AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS, PRIOR TO MAY 1 OR AFTER
AUGUST 15 ADD 40 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
FALL: AUGUST 25 - SEPTEMBER 15 AUGUST 20 - OCTOBER 25
LATER WINTER: FEBRUARY 15 - MARCH 21 FEBRUARY 1- APRIL 15
FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESPEDEZAS. OVERSEEDING OF KOBE LESPEDEZA OVER FALL-SEEDEDTALL
FESCUE IS VERY EFFECTIVE,
SOIL AMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 4,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000
LB/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000 LB/ACRE GRAIN STRAW OR LQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH
ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT
CAN BE USED AS A MULCH ANCHORING TOOL,
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE OR TWICE A YEAR, BUT MOWING
IS NOT NECESSARY. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
PERMANENT SEEDING FOR STEEP SLOPES OR POOR SOILS; LOW MAINTENANCE
SEEDING MIXTURE
SPECIES RATE(LB/ACRE)
TALLFESCUE 100
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES
1. IN EASTERN PIEDMONT ADD 25 LB/ACRE PENSACOLA BAHIAGRASS OR 10 LB/ACRE COMMON BERMUDAGRASS. USE COMMON
BERMUDAGRASS ONLY WHERE IT IS UNLIKELY TO BECOME A PEST,
2. AFTER AUGUST 15, USE UNSCARIFIED SERICEASEED.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND SUBSTITUTE 40 LB/ACRE BAHIAGRASS OR 15 LB/ACRE
BERMUDAGRASS.
4. TO EXTEND SPRING SEEDING DATES INTO JUNE, ADD 15LB/ACRE HULLED BERMUDAGRASS. HOWEVER, IT IS PREFERABLE TO
SEED TEPORARY COVER AND SEED FESCUE IN SEPTEMBER.
NURSE PLANTS
BETWEEN MAY 1 AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE SUDANGRASS. PRIOR TO MAY I OR AFTER
AUGUST 15, ADD 40 LB/ACRE RYE (GRAIN).
SEEDING DATES
BEST POSSIBLE
FALL: AUGUST 25 - SEPTEMBER 15 AUGUST 20 - OCTOBER 25
LATER WINTER: FEBRUARY 15 • MARCH 21 FEBRUARY 1-APRIL 15
FALL IS BEST FOR TALL FESCUE AND LATE WINTER FOR LESP£DEZAS. OVERSEEDING OF KOBE LESPEDEZA OVER FALL -SEEDED TALL
FESCUE IS VERY EFFECTIVE. USE UNHULLED BERMUDAGRASS SEED IN FALL.
SOILAMENDMENTS
APPLY LIME AND FERTILIZER ACCORDING TO SOILTESTS, OR APPLY 4,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000
LS/ACRE 10-10-10 FERTILIZER.
MULCH
APPLY 4,000-5,000 LB/ACRE GRA€N STRAW, OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCHING MATERIAL. ANCHOR
MULCHING BY TACKING WITH ASPHALT, ROVING, OR NETTING. NETTING IS THE PREFERRED ANCHORING METHOD ON STEEP
SLOPES.
MAINTENANCE
REFERTILIZE IN THE SECOND YEAR UNLESS GROWTH IS FULLY ADEQUATE. MAY BE MOWED ONCE OR TWICE A YEAR, BUT MOWING
IS NOT NECESSARY. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
EROSION CONTROL NOTES:
1. THE EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHOWN ON THE DRAWINGS ARE
INTENDED AS A GUIDE, AS GRADING PROGRESSES, MEASURES MAY BE ADDED OR DELETED BY THE
EROSION CONTROL OFFICER AS DEEMED NECESSARY TO CONTROL EROSION AND SEDIMENTATION. IF
GRADING CONTRACTOR FEELS THAT ADDITIONAL MEASURES ARE NEEDED OTHER THAN THOSE INDICATED,
GRADING CONTRACTOR SHOULD CONTACT THE OWNER AND ENGINEER IMMEDIATELY FOR APPROVAL OF THE
CHANGES,
2. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND DEVICES SHALL BE INSTALLED AND
MAINTAINED IN ACCORDANCE WITH THE NCDENR - LAND QUALITY SECTIONS 'EROSION AND SEDIMENTATION
CONTROL PLANNING AND DESIGN MANUAL,'
3. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH THE NPDES GROUND COVER
REQUIREMENTS AS SHOWN ON THE DETAIL PLAN.
4. ROUGHEN SLOPE SURFACES TO MINIMIZE EROSION DURING VEGETATION ESTABLISHMENT.
4
�i
!1,
i
i
I �
I
Q U m
F- _j
I= Z) �
d 0 r4
z W U
Lj 3: x
0 U) 0 uJ
LU m h
Uj
w �cr-Ci
aMC11
UJI
b
Uj
I
1
U (Y)
I z
IL
W M
diV
0- U
�
!!..
0
U X
dopw
1®
B
VLU
C
Uj Co
I- Lf)
CL
®v¢IC�
j
t
�
<
U Z
Cc
3 Q
U d
C) <d
1
LLJ LLI n
C d d
j
i
I
I
U.,. un U (-
I
i
ZO
DRAWN BY: SDT
CHECKED BY: ARS __.._.._.--
DATE: 12-06-2013
PROJECT NO,: 302-06
REF. NO.:
SCALE: 1"=40' - ---
\\\,,,,/l it It 1pt tpppt
1f11CA
„F\\�U\514111{/-f�l(pllp
`6
```"pptlflpt,l{Eit,� 11Vt\l\°`

IYPICAL SECTION
STREETS
ROAD SHOULD
PAVED STREETSER OR
13ASE
II`__1
2-4' GRADE RINGS MAXIMUM
ON ALL MANHOLES
NOTE.
MANHOLES ARE TO BE TM
AS MFG, N.C, PRODUCTS
OR APPROVED EQUAL.
3,00a
CONCRETE
4'-0'
5'-
NOTE:
GROUT ALL JOINTS FROM INSIDE
r-900T
16. ­1 -
� UM, E S 8 IUCTS
......... .
ummi,
Ty, PICAL SECTION
OUTF L L
Ul WH. RING AND COVER
EfY U.S. FOUNDARY OR
EQUAL. SEE DETAIL SS-3A
CLASS 'A" MORTAR
-2-3/4' ANCHOR BOLTS
>
COPOLYMER POLYPROPYLENE
kH. STEPS 0 12* O.0
BY M.A. INDUSTRIES, INC',
5' PSI-PF
I I CLASS
A"
MORTAR
NO. 67 STONE COMPACTED
0
AMERICAN DARLING
OR CLOW
U)
> 0
IF VALVE BOX IS NOT
IN PAVED AREA,
IF,
z
PROVIDE
A 2*-0* X 2'-V CONCREIM
COLLAR (TYP. OF ALL Vk\CS)
<f
15- MIN,
2-
20' MAX.
>
7
HYDRANT TEE
CAST IRON
W/ 6' BRANCH
VALVE BOX
CATE
VALVE
z
6- DU"LE
IRON PIPE
z
6" DUCTILE
SEE WATER MART VALVE
is
3, Psi
CID CRETE
., /
IRON PIPE
X\%�\l
DIDAIL FOR BLOCKING SIZE
BLOCKING
VARIES
VARIES
**MEGA -LUG FROM TEE THROUGH VALVE TO HYDRANT
1: 0
n
z
0
BT CITY
U)
o
no Xamlofa NOR A"wvom'm or MAW
>
Tm "A
z
- -- - ------ - ____
>
vm"m F THE
6 A SMEN"
CAST RCM WO SM
MR
w*
X
co
ANCLE BALL VALVE -
sm cm- wm Locma wm
>
w TIP,
9 TYPE
I* v SWT
00
000"
1�
mov
C�oppmw Amm pni
Room
Lmww
wm aml, VALVE
mm?vm mom flwT
\\-
Fm wem Salo
fMtW4 &W-4*-440
)n4
Compmmsm HUT
w
> 0;v
row
COCK -IMO-40
-q 0
r- 0
0 Z
z
Z
!7<
IT- 1,2* x 13/1v HE)aiml
Wra OXTS
AT S*T COUNTERSUNK
3is
STMA.Bs SI&L
(MR WATINTIOW #MHO-M)
CAP
RUST-OLEUM
OIL BASED
BRIGHT WHITE
BARRELIL
RUST -OLEO. M
OIL BASED
TRACTOR RED
#57 WASHED STO NE
BY CONTRACTOR
UNDIS7URBED EARTH
3,000 PSI
CONCRETE' BLOCKING
18"X18"XY CLASS 76'
CONC. PAD BY
CONTRACTOR
UNDI
LW VALW WPPLY
e wAsim By poomly am4a
50- 'A 24W I
CONOWE PAD
lZrAM THRFAM
UNKM AAM
CONCRIM PAD
M0%L
AM & CCVM MLL 8Z 10*4NED AND
WZLL CONFOW TO ASTIA A48, Mk5S 308
mmwuv_m��
Wc 190 Lft,
eavm AZLLEM
WTAL 310 Les,
I
6, MIN. X
CLASS 8
11
UEARTH NDISTUM
ELAR—=—RENM
BUTTRESS DIMENSIONS
PIP' MW E 45am$
SIZE
L
arl f-w
"T
COMPACTED
BACKFILL
COMPACT[
BACKFILL
CRUSHED
STONE
INCLUDE BED(
IN PIPE COST
ROCK
EXCAVATION
IMF
1/2 6.D.--
CLASS, "C" BEDDING
ES
N
-3 OT------- 1L_
T. DIMENSION 'A' SHOULD BE AS'
LARGE AS POSSIBLE WITMa INTERFERRING WITH THE WECHANICAL JOINT BOLTS
2. THE SHAPE OF THE BACK OF T14E RUTTRESS MAY VARY PROVIM THE CONCRETE IS AGAINST FIRM,
UNDISTURDED EARTH.
3. BUTTRESS DIMENSIONS ARE BASED UPON A SOIL RESISTARM OF TWO TM PER SQ. FT, AND A WATER PRESSURE Or 151 P.S. 1.
L
2E
1/2 t
I L CLASS R
CONCRETE
UNDISTURf
EARTH
A
A
-TEE PLLN
81,17RESS
. .. . ............. . )MS
L H
: - - -------- --
!F 2
4'
BR
NQiBRANCH
fa-
1 , DIMENSION 'C' SPOAD BE LAME ENOUGH TO MAKE ANGLE 'A' EQUAL TO OR GREATER JfJAN 45%
2.
DIMENSION 'D* SHI&D BE AS LARGE AS POSSIBLE WtTwA INTERFERRING WITH E14T MEC�MIGAL joIN,
TS.
3, BUTTRESS DIMENSIONS ARE BASED UPON A SOIL RESISTANCZ OF TWO TONS PER So, FT. ANO A WATER PRESSURE OF 150 P.S. I,
3 112" PENETRA7701
NOTES ; t) 1" BLOW -OFF REOURED ON 2",3", AND 4" MAINS
2) 2' BLOW -OFF REQUIRED ON 6"-B" MAINS
1) 4" BLOW -OFF REQUIRED ON 10" & GREATER MAINS
4,) ALL BLOW -CIF F'S SHALL BE BE -HIND CURB & SIDEWALK.
COPOLYMER
POLYPROPYLENE
PLASTIC
#J DEFORMED
STEEL ROD
110.TE- COMPRESSION FININGS
ONM NO FLARED FITTWGS,
Z%l , 1 , ! -- -
­­
r
SIGN OR 51GN5
PARRiNG 5?A,-'c
Li
CcllW!T ON I F. DLST -N °r7I DOE" NOT FA55 UN-0tN OP ARO'UND 5!Gfl,
CEN­k NOrf:
1, U-CARPLf-55 Of AG, AI.L ACCE551flff
o 5PACE5 SHALL BE DENT(rift) 51'fi80V
GkOUNG 51GN', ONLY, r-M Nc`;�)
2
F.,7 eo
PACE 5 ARE REQURUD M
c� 5--KHD M ONLY; MUE COLC��.Nr,
15 Wy ll'YL.__.5!5A2y 0K FIEGAPIM;
4, FJWGF Y#11 # ON 9APF FAVMAIDIT,
_2 CIGH MC)u,,MNGL HFIGH T5 AT ACa-S_';:5* E5PA!_15 (PART 31
RESERVED RESERVED RESERVED
PARKING PARKING PARKING
2(;'
MAXIMUM
PENALTY
COWK5 Az L5iGN5: 250
ON 5:J
NcliB
VAN c. RA:91; 5ANt Az-, 4.:,2 PAJK� 1
ACCESSIBLE T.Li;,' 51.GN. NOY 1�f USF[IN,
4.; 2 56'Nl AF AlXt"lfl8'_E FAX.MJNG 5FArE5,TAKI' 2i
2<
VANACCI
4i.2. 530A f AXE55Mf PARKiNG 5FAC-1 ff'AKT
_.I (�- 5-
I --------- -------- -
z:) STAMPED WATER ON VALVE COVER
WATER
7 318
EXTENSION
FIELD CUT IF
j
REQUIRED —18
j
2
2j
5 314
7 1/8
n
5 114 DROP LID
7 518
6 114
TWO-PIECE
VALVE BOX,
ASSEMBLED
6 112
TOP SEC77ON
CAST IRON VALVE BOX ACCOMMODATES 4" THROUGH 12" VALVES
5 114-INCH SHAFTS, SCREW TYPE CLASS 35
CAST IRON VALVE BOX
TRAFFIC BEARING CLEANOUT DETAIL
NTS
COVER - CLEANOUTPLUG
CLEANOUT BOX
12"12`15"
CONCRETE PAD
CLEANOUT SHALL BE
"JOSAM" 55000 CAST
IRON IN 12`12"15"
CONC. PAD
1/8 BEND
CAST IRON OR PVC
PIPING
IUNDERGROUNB
PIPING
NOTE: ALL SANITARY SEWER CLEAN -OUTS SHALL BE
TRAFFIC BEARING TYPE, TRAFFIC BEARING
CLEANOUTS ARE REQUIRED IN ALL PAVED AREAS
INCLUDING SIDEWALKS,
24'
BASE
NOTES
VALVE BOX WILL CONFORM TO
ASTM A 48 CLASS 308
MINIMUM WEIGHTS
COVER 13 LBS
TOP SECTION
j2QTTOM SECTION
TOTAL LBS
00 E
E C)
M o
00
CJ
uj 0 41
E rl u
I z
@ _j
64 o Z
r4 ch :3
0 tb >
4A
w
44 en L_
clz to L.
Gj ul t-1 y_
U
M
4-
4�J cu
0
u
f ^ >
w j Llj u
z
u cy)
LL�
Ln
0 0
LL
Z LLI
w z
UJI cr
Lu < r-I
0 LLJ
Lu
z
>
i
I w
UJI cL:
3
uirl
(31 1
4
z
Lj
z
0
CL u
0
u 0 U
.01w < cr 0
cc Lu
tn t
CL D 0
<
u L
<
z
U Z
0 < cn
<
u i­Z
0 =
0 <
Z
u F-
Z Z
c, oS
o c
CL U-) U 1--
cn
u
z
uj
0
z
z
0
0 m
cn
cl)
Lu
CL
0
o
<
— ------- ----
DRAWN BY: SDT
CHECKED BY: ARS
DATE: 12-31-2013
PROJECT NO,: 302-06
REF. NO.:
. . ........
SCALE: V=40'
CA /y
oullaffli,
,
�,s S
0
E
............
F 8

NOTES: :.. - . ; , -::.. ; . ", ,,, r^ t!14
1 EI N , 84O.L13 _ _ _ _ 8„ 2.-Sy 8°
9RTAR JOINTS 3 �F S $„ THICK. DEDUC fON5 ALL MQRTAR JOINTS 00 E
-4
BACI; QP CURS .. T .» ._L"! NOTES: USE CLASS "B" CONCRETE THROUGHOUT, T- � � � rr FOR ONE PIPE ARE TO BE 712" ± 118' t'�1 #�
mt__�
ELEVATION 00
P-# �USE FORMS OR CONSTRUCTION OF THE BOTTOM SLAB. ,�.'� 3 NOTE. USE TYPE "E" r "F" AND IV' GRATE ,� PIPE 'm.. u �
DEDUCT FOR PIPETS) FROM TOTAL CU. !OS. OF BRICK MASONRY. i- �T€ , UNLESS OTHER ISE Nt TED. py rr i � SIZE C.M. R.C. A � BRICK MASONRY CAN � LQ�
!-e ° USE M4 BAR TX&YtELS AT 12" DENIERS. �4 0 . - 0 - } + r y o BE STANDARD CLY 1 &"
titz '-'I PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" - .� -1 m ^^I tl """T t_t f2 a.O20 O.Q32 ! ,t BRICK, JUMBO BRICK, fel CvJ
" -4 '�... .-.,.,�..-....,�..;. ON'. CEt+TTEA. USE STEPS WICH LPL`/ WITH STO. DRAWING 840.66. c�ci' J13 It-4 -� � ': - �,..: a C.3 „ w � OR CONC. BRICK `` to z
y rii +m USE TYPE r,E., a F' AND „13' GRATES UNLESS OTHER€TSE MrCATEDa T,t,i tL 0 a 7 � � cr � m 150.031 : 0.047 ! �
} C ?
USE BRICK OR CONCRETE BLOCK WxTCPi COMPLIES YYT:TTi THE REQUIREMENTS ` : st " h- c ? a.o44 cork. soTrcrMs sa�uL
8a, x OF SECTION 840 OF THE STANDARD SPECIFICATIONS.'Q � t„w i1! � � � gCC..t8 O.D65 tad i-a
...«.,.BE PAID FOR AS t fl F- _ MIN. TF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB Ti TT p F--
AS SHOWS ON $TO. W, 640.00. 1L '"", H ... .� +! N U3 "°' BRICK MASONRY �'Lei (A
FOR 8'-0' IN HEIGHT OR LESS, USE 8'° WALL, COVER 8°-O" INt HEIG T, USE i� � U3+ z ' � �� CIION - LL I ' `ZON t ' 12" INALL ,TO 6!-0' FROM TOP OF WALL AND 0'. WALL FOR 'THE REMAINTI , 1-3 � � ',, ,� a' � N en f3 0 aNTITES TO BE AI?1USTEO ACCOROTNfaiY. `.� vCC'AILI FRETli IC#E !"' , PLANCON9TRUGT T sTH PAPS cROwrls 1&ATCHTNG. ''!UJ ,•3 EDGE CIF WALL TO ALL.€ 1a. �-sTa. tQac. cavEi Lu
ECTION:. X..XCHAMFER ALL EXPOSED CORNERS V% P S z � ; FOR VERTICAL ADJUSTMENT ,s�,: .,� x � # � � - - to
• 4i
" TOP' ELEVATION a ORMINIG NOT TO SCALE. WILL
us m aA 8' x 6" BRICK
PIER AT EACH
A;j,EI, TOP ELEVATION CORNER TWO = .
44O. 3 STEPS - STO. NO. 840.66 � a ( PP ggCTXON NN COURSES HIGH
„ STEPS BID, NO. 64D.66 QUANTRTES
MIN MIN ,.,_,-• -� PLAN � u BASE H PIERS � ..." _. _
...... . no P=4
A ......- �» TOP ELEVATION
q �•a. fir-, (e.r.} {PER FT �I£ICHT} {c.Y. EACH) rsa
w CLASS B cQNe.
ITT TTT FRAkIE,ORATE, & HOOD AS5' f = 01286 0:.1sa a.aae
bn to
! as S. B E WWI'Wwwl..... _ _,,,,,,. tie SECTION A A
e c E " a«S 6Ir r re Sai
..� ;<• -:
- _ __',
"oY, co
.P� gp - - --.... a fr - _ i-s `I^/ /`. si.`t QRIt`': lYl/`SJVIM!\ 1.ir. IItl� I �Sti.`
N s SECTION '$ - 8' D MIN. MIFi. -- _ - rr f CS '
-4 MIN_ to 1iIN. C3 fL C. a !rs s !ig =3
3RISER = ~ 1r1
FILL W/ CONC. ! . �
SECTION _ AA
b 8" SECTION �� a MTN � . .� .. � � z < 8 THICK, 3000 PSI CONC. PAD 1.LJ
- N. VSPIBRE 3a 'r�s36 PIPE Ist SEia _ _ _ I REINFORCED W( 6"x6"xW1.4WWF 6' LONG x 6' I.D. ,._
E EDTIc?I I!i-M 3, SEE NOTE ' ON COMPACTED EARTH. STD. STEEL PIPE
ITt w,,. „.. u -
VIHHERE 4'-r" TCi W PWoE MUSED ° � 7 � � I 0
RISER itT, WHERE 30' TO 38' PIPE IS USED � . i ., � � � FR.. SE Pk
VARIES T bN „ x1.I Lu Q
Ic x - r, a"-taff" ( 6`-C}" 2'-O" 8'-Ci'
to
_ _ i B S m cn _� � "� I err R � _ 3:
! cT.au.1 It 0 a u
4 6•' 4 ti _
I : ( I 4} , 2'- n BiP f, rf STD. CURB &GUTTER
! U. S Ta E' t 4 xr
�J I
L' 4ERE 42' TO 64- PIPE I5 USED
$EG'TZ#R - K ' i 1 `"
aHEET 1 OF 2 DETAIL SHOWING METHOD SHEET 1 OF 2 HEET t OF z DUMPSTER PAD DETAIL I'
4t ! sI�I T IaI z
OF #ISIFi CIw�I�CTIN PLaXriI ! K1�[�L+€QTx€�a NTS 4+�0i - �!
- - 6" ID STEEL PIPE `a
FILLED W/ CONCRETE'
0-2"
u m
ITTQ U) m -� m
EXPANSION JOINTS-! # ,r !- ADD WALK-THRU
Lu
<, DETAIL SOWING TYPES OE GRATES _, � � � GATE ( v II � � V) � 8" E 4.-6n #,>, cC 2 r, O" rfi
aw,O yp� cc t 7 �, .y�y � �a USE �4CGCII�DTNC T WATER 1=Lt?6tiI. [y � � � � � d / � �
r1T a4 WY v7 ,e k r. s„ q } a. 4 a RA LL _J 3-3 ✓ Ta S i 4' I s �t �t - () II LL
T {4i
+yam �{ +� W Q _ (� ! s !.:-I.L
" -€ r DUAL u�iTA )GRATE TE HOOD Q Ci3 M d , , CGS r z Z
% i 1 " L€T t L 0 -1 rf rr Pr ff IP rr + + cc � <
"r, f- ti Ty Tii TYPE TYEt P F A; II rr II II o , FOR DOUBLE DUMPSTERS u <t
G3 CaC - II DELETE INTERIOR FENCING AND ® 3f LU
, - Iu s"� -0 r- "rt #- F U *S2' CLEAR OF
`r ADD SUPPORT POST FOR GATES J �n C1 cn
i�r N5 rs rsS LLAML, 0 t j C i' p r
_ r Tl3$" LL0 Z C) Lu
r � ` °° WATER FLU! - -�- AG M*-,,, • i�ATER FLO � � � I��B,r ' � a OBSTRUCTIONS � i Lu >_ ® �
° CL
CURB AND GUTTER SMTH CATCH E IN ON STEEP GRADES y CI � _. - - - - - - - - - - - - - - - - - - - - .. _ - - - -. _ . - _ : rr C1 � �
to z
m
d
o TOP ELEVATION " � �'� rf � � f°
w a w EXPANSION JOINT q �- uj
-
U P ON FLAT GRADES 2% AND UNDER
- .._...._. - _,_ _ ., -. ,_.. ,.- - _,,..� - - r - ..._. GATES MUST BE ABLE
_ Y ..-_ ._ � TO BE SECURED TO MAINTAIN
ai
11142 rr r3 �rP z 12' CLEAR OPENING
I %Y CONCtZTE PAD
su :„ SECTION S-8 t a m EXPANSION Jc9It2T 3`'`a DEPRESSED BUTTER L.INLE
o m
- _
PLAN O TOP SECTION M -� � � � �� rl � i z
cn ;.
T17 ELgV&TIQ - SINGLE DUMPSTER PAD Wj GATES I`
a WATER FLOW SAG AT FLOW
NORMAL CURB AND GUTTER GINS LR3tST GWES U_ c +� � NTS z Im
SECTION >A V'x6" SLATS a to
TIP ELEVATION NORMAL GUTTER LINE � z
P-£ C3 i TYPE rrFff TY�� +r rf r 1�P� nlcPt TYPE - E H N �,5
4 ix4 POST d c 3
CAI$,r Q 3y,, B R 04 EXPANSION JOI2vT � to � t 7'-0' IV f`.Y'. 7'-C" VAX. I � � `-a
- " „" ! USE vIIA�s OVER 2 _a
A Y M -I BAYED FL�r (gAtkO�N rr �_ I cr 0 7f cc
n
k! SJ'1Str,C.7'x we. .... r. ..Lu
y ff j/,SIP l.uUr� .. "'� _ _ �`i.. _. _ .. ! I-
� ' - -a4 � RAISED FLOW ARROW 2 � � q � � - z � -
- Ca S, Or, CC l i 1 rr 0 k ! Q Q
EAabAtdST49tT aczNT r�T - a2 / FtiCH aC r( _. c� vs ri
__
L O * Ct _ !
a : E1ARS U TI-W
6 11-0
'°-DEPRESSED GUTCE.R LTNiE z � C7 � 4 � z � I-C c )
2
�g
&IKYATION 1 1 fr I Q
I L AN :fin ON STEEP it , p? A-
- -
SECTION R - h1�FISatAL CURS; T� GUTTER ci E � GRADES ,- � 1 _ I �
LL� � i - w w
tr 1 - j 0
MINIM DI RSION$ AND OU TIT•LES FOR BRICK CATCH B TfS BA ETa 4H I II. miw, R WITH Rift-at,ra G> 1f ul uj t `� u z
8 = r
ClO
.� _ a rr Q
CiJ II9 CON t BOX ". �' J � �0
DIMENSIONS OF BOX AND PLPE TOP SLAB h Y BRICK MAT�4aNtd?f t� I
DIMENSIONS R - - -. ti-.:: ONE PIPE tt j �'�• ! 0 u < m
( PIPE SFAS WII7 f1 i1IOi I SPAN MIN. HEIGHT 6taRS U 13AHS V 13AR9 TOTAL TOP BOTT TOTAL agm tom, T & t " 1 �u - F_ itt
T Los. SLAB SLAta COFIC. IN RA LS 8RXK air - _ a r) i1�
O A B C G H E F N0. LENGTH NO. LEtis3 H NO.._. LENGTki. ,m..: FFs C.M. R.C. : Li3 : ri : n t€ 11/2 R � rr A`
12„ 3:, O:, 2,..2" _ _ :2' • 9' _ _ -.. - . . .... - . O. "st81 0..281 O.683 1 . 164 O. i320 0..O4Z „i 1 3 .. /'j C t.± I-- . .
15" 3`-0" 2'-2" TO, 0.2A1 0.281 0.963 _1.24a 0,031 0,04T 2'- 1 � �+-�1 ff � � _ � � � �
18'" 3'-O" 2,_2" 3..3 0-281 0.261 1,043 1.324 Ca.044 0.065 1 x
" _ fa tr 1 ,t _ F- z
24.,. 310" 2 ,2 3'-9" 0,264 0.281 1.204 -1.485 0-076..0,12t � _ r
re �; - : r » .-4r,. 4: 3»..._ :V-2' 4'-.4' 4 1`-6" 3 4, 1." 3 4'.1. 4-0.1,47 [..� -. �- c''.i (9 I ! � CL
30 3 O 2 2 3 5 O.374 O.521 1.SO6 2.2tT 0.122 '0.184 �� at it �- I w w Z
36" ,_ " 2,-2" 3` 10" 4'-9' E,•9." 4'-4' 4 2`"O" _4 4`,1.r 3 4'•�" R9 0..187 Et.415 O.6Ct2 1.914 2.518 0..176 0.261.. 1'. �;.._.. - i 5
4 3'.a 2'_2" 4 -5' s " _ a' s 1 •s s a Ka B : l 5 a. ca a x.,5 z.c, a a. ac Q. s 1 ECTION ;A -A � 7� r, 6 II 2 I 6 -0 I1 2 I ac I- d U
48`e 3,m0„ 2 2„ S>_O, 8x S' 2; Ok O,w6„ £}6zi 4 3`_3,r' 3 3' O !1 tl. t73 a A1`O 0.568 2.415 2.9€i8 Oe313 13.4T7 6$- 1 2 LL In C� F
gi <_Orr ' ,.2" 5>.7,r 6i 3" 2r•TA 3r_6,, 4 3'-O' 6 3'a3 3 9 .3 4T O„2i f O.44it O'_859 2.606 3.465 n_,%*a n-595 TAPE i
SHEET 2 iFF _ SHEET 2 OF 2 �uHEET 2 i3F � � SECTION A A SHEET 2 OF 2
RISER HAS .32, CUBIC YARDS Of BRICK MASONRY PER FOOT HEIGHT � r DUMPSTER SCREEN DETAIL !
4 7 _ 0 m NOTES:
NTS
VEHICLE APPROACH AND CONTAINER MUST BE ON SAME GRADE.
CONTAINER MUST NEVER BE MORE THAN 24" ABOVE GRADE OF SERVICE
VEHICLE.
i
i an
STD, PRECAST 3
£ PAN.J NlT 1 $C T - ; I I
r ru
STD. 411
` T ,, RING CDR
I
u
i#t43v 3? � to, UJ
� y
!
e
AN. " 3',T i j a
._
I I SECTItiN A -A IIhtO - 7Q LBO
JOINT
2',TfT .` '
I
o
� y , COVER
w i
2
CL
Mu
PON WIN �LAI� Ta al � € 4
TSB � I
PLAN W
5'-',0 402 THROAT Cam, 5' - Tom, - 6' < I w
## y,44 403 { e jp 05 5 WT TOL I a ®o !
tat l V-11" 402 Ste. RING
s 6' 1R � f c - � e � I�2,.� I �
,
pp
-- ---- - -
DRAWN BY: SDT
402
s4-'IbAIIII',- T CHECKED BY, ARS
� SECTION -6 -- ---------
SUMPS- --- - -..
DATE 12 31 2D13
PRClJECT NCB.: 302-06
1°-11 / " REF, NO.:
MORTAR -- - -- --
2G PSI ��, STD. 02 INLET T REQUIRES 4, x SCALE: 1"=4�0'
CONC € BARS IN STREET FACE. SECTION A_A ��GIIIC 8_H', - - SECTIONA-A SECTION N-a STD, 403 INLET TOP REQUIRES •4,
BARS -IN STREET FACE.
,,pttHuuiirllbr,ggl,
Ta�3TEs: ALL OTHER EII�Ft?fiCIT� STEM. � ,•� � CA l,
ALL. STAR' JOINTS i 3 4 tiR`a. � „wnkriurrr f %
ARE TO B /2 � 1 „ STANDARD INLET ET RING a
BRICK MASONRY CAN
SE ASAY
:. JUMBO BRICK,
OR CONC. ORM
FOR DEPTHS OVER a
-, C) _
%/ f \4
4"-�° � STEPS
ON T°-- ITS, STANDARD IIrICI� MASONRY CURB INLET STANDARDPRECAST CONCRETEL� INLET f � rfr,+r,T,,,,,,,, -
C.O.M. T. 03 . STD"
`''J""rrr rI„A A, 1t11
C.O.M. Ste, >
- T-- -7
DETAILSi�EET RING & COVER'
CURB INLET CURB INLET TOP
CITY OF MEBANE
CITY OF MEBANE
MEBANE
, ETA (STANDARD. STANDARDT.1 1 'dft8
STANDARD;I°�.T, ;��� f r�l� � •Ia_T, III �, r�rl :r�.T.. IIIc�� �•: I�