SW4120103_APPROVED PLANS_20120127

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW ��IeQ O I9 5
DOC TYPE
❑ CURRENT PERMIT
�d APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
YYYYMMDD

LEGEND
EIP EXI!57IN6 IRON PIPE
EIR EXISTING IRON RE13AR
IP5 IRON PEN 5ET
PK5 PK NAIL SET
R/W R16HT OF SHAY
DES DEED BOOK
PB PLAT BOOK
GENTERL INE
RCP REINFORCED CONCRETE PIPE
FIRE HYDRANT
O 5ANITARY MANHOLE
UTILITY POLE
LAMP P05T
CURD INLET
TPEDO TELECOMMUNICATIONS PEDESTAL
E TRAIN I] ELEGTRIG TRANSFORMER
X FENCE
S SANITARY SEWER
E UNDERGROUNP ELEGTRIG
T UNDERGROUND TELEPHONE
—6A5— UNDER61ROUND GAS
I(+ -- WATER
OHM WATER METER
- 516N 51ON
0 &M GA5 METER
© STORM MANHOLE
IRRVO IRR6ATION CONTROL VALVE
6V GA5 VALVE
GO SANITARY SEWER GLEANOUT
GRAPHIC SCALE
15 30 60
DEMOLITION LEGEND
OA .. DENOTE5 EXI5TIN6 5TRUGTURE TO BE REMOVED,
® ..... DENOTE5 EXI5TIN6 GRAVEL / CONCRETE / BRfCK TO BE REMOVED.
O ..... DENOTES EXI5TIN6 FENCE / WALL TO BE REMOVED.
O ..... DENOTE5 EX6TIN6 LIGHT POLE(5), POWER POLE(5) 4 GUY WIRE(5)
WITH A550CIATED LINE5 TO BE REMOVED / RELOCATED.
CONTRACTOR TO COORDINATE WITH LOCAL UTILITY COMPANY.
O ..... DENOTES EXI5TIN6 CONCRETE DRIVE OPENING TO BE REMOVED
AND REPLACED WITH MATCHING CURB.
O..... DENOTES EX15TINO TREE TO REMOVED.
O ..... DENOTE5 EXI5TIN6 WATER / 5EWER SERVICE(5) TO BE REMOVED
BY THE CITY OF A5HEB0RO ONCE EXISTING HOUSES ARE DEMOLISHED.
O ..... DENOTE5 EXISTING HVAG / GAS / POWER TO BE REMOVED / TERMINATED.
(ONTRAGTOR TO COORDINATE WITH LOCAL UTILITY COMPANY.
NOTES:
- THERE MAY BE ITEMS OTHER THAN WHAT 15 INDICATED ON THE PLAN
,T
THAT NEED TO BE REMOVED, RELOCATED OR SAVED.
N
- ANY STRUCTURE TO BE REMOVED SHALL BE REQUIRED TO OBTAIN A DEMOLITION
PERMIT FROM THE CITY OF ASHEBORO INSPECTIONS DEPARTMENT.
- CONTRACTOR 5HALL OBTAIN ALL NECESSARY PERMITS PRIOR TO
BEGINNIN6 DEMOLITION, ETC-.
- ALL ITEMS THAT ARE DEMOLI5HED AND/OR REMOVED 5HALL BE TAKEN
TO AN APPROVED LOCATION ACCORDING TO LOCAL 6OVERNING A6ENGIE5.
- CONTRACTOR SHALL NOTIFY ALL UTILITY GOMPANIE5 FOR THE LOCATION,
SIZE AND DEPTH OF ALL UNDERGROUND UTILITIE5 PRIOR TO BE61NNING
ANY DEMOLITION / GON5TRUCTION. THERE MAY BE EXISTING UNDER6ROUND
LINES THAT ARE NOT 5HOWN ON THE PLANS.
- ALL EXISTING UNUSED WATER AND 55NER SERVICES SHALL BE TERMINATED
AGGOR01% TO CITY OF A5HEBORO / NGDENR STANDARDS.
- WATER AND SEWER 5ERVIGE MUST BE MAINTAINED. ANY DAMAGE GAU5ED
L"IHARRIE sr
BY GON5TRUGTION SHALL BE THE RESPON5IBILITY OF THE EN6INEER, CONTRACTOR
AND OWNER.
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REVISIONS
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STORM JB f
u�
TOP 505W lf1
INV 603.60t N. GHERRY ST.
w . — (PUBL I G) 55' R/W PB 2 PG 15 5AN MH w.
B/G — — TOP=8k0.6q 5AN MH -
E/P — INV=60-LOGI OUT
—
70P=805.q[ END CLAY PIPE
INV=i4q.61 �r r� � w~ y ��_ -, -- " — — — _ 0
r 3Y/ YOb w - -`_ w ----ivy Rm ` \� INV: 806,5G �� E cal
EX. (>" P.I WATER LINE (APPROX, LOG.1�,
W/ E/
E eabo NOS°4Q'O3" #7 �/P
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PK5 E- _ _ - - � — - = 12 METAL PIPE ` 5AN-MH I� ,
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32" SWEET GUM O O . f `I2"TAL PIPE x
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INV. SQ 0
= 6W ) BUJ 19 © s� onxr
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>'; �� " r GARAGE C i r �� " R O�Is
IP E GE INV.810.76
ti mI Dl3L 20 MAGNOLIA !! O ���EbAR r,, T �\�_-_T / `` C 16' MAPL6" A5H C � $Ty- D I
to I m GONG. STY. VINYL SIDING HVA-- ® J�,r A Sf6___�___--1 SIDING ON I Y}
jj U7 _
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PHONE f7�- - cJO�OO'�T'�
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EIP
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X
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w w "I w 1, w w r w �TSTr w w w w Xbla.64 1 TOP=814S6
I EX, b" D.I. y1gTER LINE (APPROX. LOG.) r �/ 81q.24 5AN MH w w -�, H �^ X$18.45 8,
70K'=618�89 �WV w w -- w E' INV_ !O'7
� B/G ��� g , - - COUL.D NOT I EX, 6° L--6j ATER LMEw (APPROX, LOC w� ry W � z INV=aI0.56 OUT
vE LID --J w
I 111 /PHONE- Pm—
,' MEMORIAL ST � ff
w �
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f
5AN MH I
TOP=813.21 J
INV=808.I1
If
120
;�Cinstru c :r,�azi ilttCiJh7tir14� is
required by it r 1�[ t. North Lafolir
rules require tha the sto1T-;Ystam design(
;s= eotduring construcl'im, t..-xnT*TmitY with tb*,
:ian5 and specs; and «,noe with �:a4
,. sf(iyyi{tef rules.
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L212112UII
SITE INFORMATION:
1. ?IN: 7751530369, 7751530389, 7751531328, 7751531367, 7751532307,
7751531361, 7751531157, 7751531075, 7751531015, 7751530046,
7751530159, 7751530266, 7751531265 & 7751530363
2. DEED REF.: D.B. 2552 PIGS. 1135, 1152, 1154, 1159, 1166,1171, 1177,
1183,1188,1190 & 1195
3. PLAT REF,: P.B. 2 PG. 15 & P.B.167 PG, 321
4, CURRENT OWNER: SUNSET PLACE, LLC
P.O. BOX 395
JAMESTOWN, NC 27282
5, ZONING:
6. LOT AREA: 2.134 ACRES t
7. EXISTING BUILT -UPON AREA: 0.473 ACRES± (20,612 SFt) = 22.16%
8,SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD PLAIN BOUNDARY
ACCORDING TO FEMA FIRM PANEL NO. 3710775100J, DATED JANUARY 2, 2008.
9. EXISTING USE: SINGLE FAMILY RESIDENCE I VACANT
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GONDITION5
$ DEMOLITION
PLAN
SCALE:
DATE
I "= 50'
IFS► o[
PROJECT: 106.2-I1
DRAWN BY: HWM, MV
( IN FEET )
1 inch = 30 ft.
To�. , I .. 7 i r
SHEET 2

Gi (�)erm �-
S Zd t 03
REV151ONS
EL LEND
EIP EX15T1NG IRON PIPE
EIR EXISTING IRON REBAR
IPS IRON PIN 5ET
PK5 PK NAIL 5ET
R/W RIGHT OF WAY
DB DEED BOOK
PB PLAT BOOK
CENTERLINE
RGP REINFORCED CONCRETE PIPE
V FIRE HYDRANT
O SANITARY MANHOLE
UTILITY POLE
7 LAMP P05T
CURB INLET
TPEDO TELEGOMMUNiGATION5 PEDESTAL
E TRAN ❑ ELEGTRiG TRANSFORMER
X FENCE
5---- 5ANITARY 5EVAER
E UNDERGROUND ELECTRIC
T UNDERGROUND TELEPHONE
—GAS— UNDERGROUNP 6A5
W HATER
Q NM WATER METER
- 5IGN SIGN
0 GM GAS METER
P 5TORM MANHOLE
IRRV0 IRRIGATION CONTROL VALVE
GV GA5 VALVE
GO 5ANITARY 5EWER CLEANOUT
STORM J5
TOP 505.60
INV 803.60±
SRN MH
TOP=bO5,gl
INV="igq.61
S/G
REMOVE EX. CURB CUT
b REPLACE WITH NEW CURB
Oil f
5AlNGUT PAVEMENT d REPAIR TO
CITY OF A514EBORO 5TANDARP5 N
!il �
N. GHERR ' ST.
W (PUBLIC) 35' R/1N PB 2 PG 15 5AN MH REMOVE / RELOCATE
E3/G TOP=810,6R EX. POWER POLE
E/PINV=BO1.cA OUT f
REMOVE! RELOCATE a
w EX POWER POLE — fz/W -- �� I EEND GLAY NVPIPE
r 80b.bq
PROP 15" r'VG _-� EX. 6" 5.1. KATER LINE
SERVICE �! PPROX, LOG)
t� NO`7° ��" r1 ti\ w w ----�- w �• w-� w -� yl-`�- w— \ E/P E/P
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SS 55 NOb OS Iq E Wv 5AN MH
lfi ; JD PK5 — =�: -
R-!� - a- TOP=81005
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INV=a05.215 (g)
N0� I I DOE INV=b04,gs !E)
I �516N 76•Q3
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j I I - - - ElF, NOD&
PROP. I 2,. '~ ?8.68 '\ 51t�r� r, 64.23 ma.N 11 E/F
SIO--CELL t ror MNG�6 e m 2A z4• .ny
I / #2 I IN CaG , ONC / `
C&G X
PLUME STORM J3
1 / , PROP` ' p N Q TOPBOGI.CIO
24 / t 1 ! # s I INV 50-YAo±
STEEL _ �-bi4\ �� `\ : F .- I BIO-CELL 1 I W z
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I 1t11I' STEPS I FLUME1GN �\% � \ . ' ,► 1 #3
N z TURN DDM�N WALK//� _� - s�E• ••' F `I I en i O ,L
� .�:.
.`'ram' `. •.rn_ Ci y E I ED •.� , FLUME I
22 U / z4•CAG r 8 24'I !1 17 C&O ! 3' +It 11r �11-a- TOP 811.45
I 3 STORIE z / 1 24'
"
Dp N Y TT 1 22 - 22 HG UNIT� ' �A.1 CaG 5 ti r i `' JrJr
N �D
2 Ilf
EIP PROP, 2" UDME5T ��
IL WATER SERVICE WITH
I-W T� Z Tc 2' METER' P , 24• g � ` I T - � L�8' _ 1 a, 8 y, � 1 \ \ I f h" CLAY PIPE
5AHCUT PAVEMENT d REPAIR TO C&G 1 / y r - 1 �`� 5' $ I I !P ; INV. 810._16
CITY OF A5HEBORO 5TANDARD5 ,- f h 8 1 J !t
= I I PROP. 2-1/2 FIRE LINE '
III WITH 2-1/2" BFP 11 io ,��i 1D 9 1 W
= �x p 1- f- I E __ cac __ J ' cso 1 1 I J 1
-` © ijp I� ii r' fi N WALK ' f l ; /
tour
° .tJ HHISNWAL
UNIT ! -�-�Y TURN. WIN W .' - �
{; TURN -DOWN WALK ; ' a
STEPS 1 t 51ON SIGN s C 1` HG � N
HG UNIT HG UNIT
„1 1 i ,'I 'J HG UNITS HG UNIT �� 8b�� _
K - I I J !
"' !1' PROP % i 50 UNIT5 I w ts)ot 1 LU
BIO-CKL 1 -� -- 3 STORIES P
ROP F ° PVC
12 - 3 BDRM
f I a
Z f PROP.2"DOME5TIG 3 I�! 24" NAPE ILLD
WATER SERVtGE WITH PROP, 2-I/2" FIRE LINE ` U SAW;A PAVEMENT d REPAIR TC
I4' b 2' METER 4 2' BFP WITH 2-1/2" BFP 1 4 CITY OF A5HEBORO 5TANPARP-c
� PK5 \ I
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E i5J4 `�
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w w
w --r w w -^-- w b-r w w w i�$Iq`33 VtJ i�8[9.10 Xblbb4 `es b --es�a 5AN MH
Iy� 1 1 EX, b" p.1.yLVATER LINE {APi'ROX. LOG) ! �/ 81q,24 w � yi Xblb.�} ��
I 5AN MH w �8 TOP-814.56(�)
Yfl ���— r _�, '" w !6� rNv=1o.T6{EI
— ! TOP=81$.85 NN w -� INV= 10.61 �/G �` :EX. b" C f- w --� �y - W _ INV=910.56 L]UT ��^- -- , COULD NOT 1^1ATER L[NE {APPROX. LOG) "' 1 w
LID SAPAVEt`IT t REPAIR TO WCUi 2'4
f
CITY OF A5HEI90R0 5TANQAR175 TAP
PHOhfE PIED ,
' (PUBLIC) 40' kq PB 2 PC 5
W
`� 55
5AN MH
TOP= b13.2-1
ff
I
INV=608.1"7
fu
GRAPHIC SCALE
15 30 60
( IN FEET )
1 inch = 30 ft.
120
�N
5 MGGRARY 5T
N MGGRARY 5T
N CHERRY 5T
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CHERRY 5T
SITE �
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1t�S2 dOCUrnems Is
af�Ulrr'd Dy t 1,: i 11tiv
it. No, Carahro
-sales require that the .,; n ti,
r systam designer
��peot during Canstr 1 ' n
t� wnformity with this
=:at1� and specs; and r + r
, :ence with i''?
- •. k Iwat€�r ru3es. i t 5� n 1 ;
ti s �i 2U
1 �)U8 t, ,
Date z f Zo z
_14
SITE INFORMATION:
! 1. PIN: 7751530369, 7751530389, 7751531328, 7751531367, 7751532307,
7751531361, 7751531157, 7751531075. 7751531015. 7751530046,
7751530159, 7751530266, 7751531265 & 7751530363
2. DEED REF.: D.B. 2552 PGS. 1135,1152,1154,1159,1166, 1171,1177,
1183,1188,1190 & 1195
3. PLAT REF,; P.B. 2 PG. 15 & P.B.167 PG. 321
4, CURRENT OWNER: SUNSET PLACE, LLC
P.O. BOX 395
JAMESTOWN, NC 27282
5. ZONING:
6, LOT AREA: 2.134 ACRES ±
7. SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD PLAIN BOUNDARY
ACCORDING TO FEMA FIRM PANEL NO.3710775100J, DATED JANUARY 2, 2008,
8, EXISTING USE: SINGLE FAMILY RESIDENCE ! VACANT
9. PROPOSED MULTI -FAMILY UNITS: 52 UNITS TOTAL, 40 - 2 BDRM. UNITS & 12 - 3 BDRM UNITS
10. PARKING REQ'D.:1.5 SP / UNIT =1.5 x 52 UNITS = 78 SPACES
11. PARKING PROV'D,: 76 SPACES
12. BUILDING HEIGHT: 3 STORIES
13. DISTURBED AREA: 2.2 ACRES±
14. EXISTING BUILT -UPON AREA: 0.473 ACRES± (20,612 SF±)
15. PROPOSED BUILT -UPON AREA:1.34 ACRES± (58,370 SF±)
16. PROPOSED BUILT -UPON AREA REQ'D. TO BE TREATED:
1,34 ACRES± - 0,473 ACRES± = 0,867 ACRES± (37,758 SF±)
17. PROPOSED BUILT -UPON AREA BEING TREATED:1.032 ACRES± (44,966 SF±)
18. SOIL TYPE: GmC (GEORGIA-URBAN LAND COMPLEX)
5Umm4T AVE
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UTILITY PLAN
SCALE: 1"=50`
DATE: 12-21-11
PROJECT: 1062-11
DRAM 5Y: HWM, MV
SHEET 3

L.�t_-L ..J 1. _���.�-..'•L. �1.�1�I�[:�
--
_abLl�!r2- l
r.0 a A- --
NOTES:
- GONTRAGTOR SHALL OBTAIN ALL NEGE55ARY PERMITS PRIOR TO
BEGINNING DEMOLITION, ETC....
- CONTRACTOR 5HALL NOTIFY ALL UTILITY GOMPANIES FOR THE LOGAVON,
SIZE AND DEPTH OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING
ANY DEMOLITION / GON5TRt1GT1ON. THERE MAY BE EXISTING UNDERGROUND
LINE5 THAT ARE NOT 5HONN ON THE PLANS,
- HATER AND 5ENER 5ERVI6E MUST BE MAINTAINED. ANY DAMAGE CAUSED
BY GONSTRUGTION SHALL BE THE RE5PON515ILITY OF THE ENGINEER, CONTRACTOR
AND OWNER.
CONTRACTOR TO VERIFY LOGATION , DEPTH, Il
AND PIPE SIZE PRIOR TO INSTALLING NEW
STORM 9RAINAGE.
5/4'1 PAVEP'ENT Q REPAIR TO
i STORM JB CITY OF ASHE$ORO 5TANDAR95
TOP 505.60 tT1 PROP, DI
INV 805.6of tf7 TOP: 306.0± 1 `{ • GHERRY ST.
INV.: 304.4q (IN)
5AAGUT 4 REPAIR PAVEMENT TO W INV.: 304.2q (OUT)
=7RAI NAGF. CALGUL.AT10N5 # pP'G(A 12EINFORGED CONCRETE
RATIONAL METHOD, 0 = VA (10 YEAR STOR1111 * _. - INDICATES HDPE
PIPE
•
AREA
TOTAL
AREA
GOHF.
RAIN
FALL
G K I
RLINO"
(GP5)
PIPE 512E NEev v
Ill 512E USED
SIZE
SLOPE
GAP
SIZE
SLOPE
KI.a1tt
LerasrN
fil l
I
034
0.94
O.bO
5.44
434
1.11
12"
1 022
I31
IS'
1,53
4,40
130'
2
OSB
0.41
4.26
15'
1 0.43
4.76
5"
0.@7
1.04
115'
3
0.14
1.16
5.04
Iry
1 0.63
5.04
15'
0.B7
.1.04
56'
4
0.00
1.16
5.04
15.
0.63
5.04
15'
ill
-104
41,
5
1
0.63
2.11
Is,
0.0
Zi
15•
050
5.56
315'
6
O.4$
135
5.44
Ig•
0.12
5,44
15'
0.50
3.12
38'
7
O.OD
1.25
020
5,44
434
5.4.E
15'
0.12
5.44
W
1,25
440
40,
i ALL PIPE LENGTHS ARE MEA511RED FROM CENTER OP STRLJCTEIRE:
-- ==- N
U;NHAR1z1E ST
C3
! X
# 4
# PER5HING 5T C
� rti
CITY OF A5HEBORO STANDARDS JJ _ tPUBLIG) 35' RM PB 2 PO 15 SAN MH REMOVE IRELOCATE PROP. DI
1K BIG TOP = bil EX. POWER POLE TOP: 81 I ,O t
SAN MH 'r EDP_ INV=50•7.Oq OUT
TOP=8O5,41 REMOVE !RELOCATE INV: 801.86 (OUT)
INV=T9Q.61 ! w w w ^` EX. POWER POLE R/Yf
! / 5TONi=4*RE w -i
w --�-` kill,-- STOI JMIII2E INLET PR47MCIION EX. 6" IIJ. 1 1ATER LINE ( w - ~� W ��
PROP PVC �i�� Tpp REFO! PROP. DI PPROX. LOGJ w �� w w �� INLET PROTECTION
a "=l RVIG 51LT FENCE TOP BERM �102 TOP BERM
--r TOP: 50q.10 F 2' OPENING e>\0 SILT FENCE ON w w w -� - E/P
I R P aioz Nam.,° q,O�11 \ INV: w5.50 819.2DISTURBED L T5 1N CURB r PROPERTY LINE ��NE
PROP. STORM MH n �` ^ �� %7 * 5 0l ° 1 11 GONGRETE 8
IMF
TOP: eDb.o± ���..�..±.. .16 - _�_ '�� S5 N06 OS Iq E TOP BERM
ENO CLAY PIPE '
INV: bol
NEN INV: 8i (OUT)
E/P 5AKGUT 4 REPAIR PAVEMENT TO
CITY OF A5HEBORO 5TANDAR05
5AN MH
7 TOP=,510.05 }}
INV=b0535 )
INV=b04.g5
tNV=b04.g3 T
RI 4 REPLACE EX. CLAY PIPE
�- - / �.._� -. I rc �-- \-------� �P.....x.. , NiITI~f IS" RGP
TEMP. 5TONE I ; co 6° 6' I e13.so ' $ii.o `� CONTRACTOR TO VERIFY LOGATION , DEPTH,
OUTLET ; ry� I 1 GO I - TIC ; 6^/,?` 811.9. '...�UF�.B ...Jl.. 5TORM JB RE-B ILD EX. BOX
111J �/ ,.Bo9,a / III
DRAIN I -- I -- - 'la. �t 1 6" >, yl TOP 80G.g0AND PIPE 51ZE PRIOR TO IN5TALLIN6 NEW
_- sos.o� / r� r^� �, ( a13.8o PROP.` GO 0 TOP:r)q.q±SILTFENCE ALONG r 1� �r _-_ _____________ 812,7o . ~�`�14\ ��� # BOO-CELLT� 1 �Q do U.f �, INv 80-r.g0t INV:5t{1N}STORM DRAINAGE.
BACK OF SIDEWALK �� 7 6, sT1=EL HG •� - 5T #3 I - INV:.3q (OUT)
(N STEPS 8TO0 FLUME iGN /� /� I INLET To 1 T10N .ly
Y`tATERSHEl7 NOTE j ; Z - _L ! ep .811.35 TUR WALK 814.0 1 ` d7 i d0 + 51
UT 4 REPAIR PAVEMENT TO
- THE PROPERTY OWNER 15 RESPONSIBLE FOR MAINTAINING THE COMPLETED I � � • a11.so , atts9. � � eizs9 / ii rlG`T OF A5HEBORO 5TANDAR05
PERMANENT BIO-GELLS A5 DIRECTED EsY THE GOVERNMENTAL OFFICE ! � I � F.F. ELEV.. /� � � I FLUME I
I -- --- 14.20 l' 1 T4PBEfiM
HAVING JURISDICTION FOR WATERSHED PROTECTION. I c O q 7�00 /�' a TC i r 1 812.2 + p' r
- THE PERMANENT 510-CELLS ARE lb
TO BE INSPECTED TO ENSURE IT 15 V 1= 1 I �I I u% NORM JB
3 �TC . ! // 813.0 / r r X
FUNGTIONING AS DESIGNED AND HAS FULL VE:51GN VOLUME AVAILABLE PRIOR 22 UNIT e,'.3o �� r( a '1 6' I it 11 Q� TOP 13I1.45
TO ANY ISSUANCE OF CERTIFICATES OF OGGUpANGY FOR THE 517E AND/OR \ �� 1 [ I PROP' ©I
PRIOR TO ANY PLAT RECORDATION FOR THE 51TE. TH15 MAY REQUIRE THE i 0 Y B STOM /
CLEANOUT AND DISPOSAL OF 5EDIMENT FROM THE 010-4-ELL5. I I'D O In ATOP: 811.60
T 1t� c � ' 2 HC, UNIT f '� 1- INV:4505.25
f ,.6 ti 'ter m I I ! t111 r +
- FINAL APPROVAL OF IN5TALLED RUNOFF CONTROL 5TRUGTURE5 WILL BE REQUIRED zi EP
AT FINALIZATION OF THE GRADING PERMIT OR ISSUANCE OF THE FINAL BUILDING w I � �
CERTIFIGATE OF OGGUPANGY (GOMF'I_.IANGE), WHICHEVER GOMES LATER, IF :-i--•i ` eoe 81139
NEITHER BUILDING PERMIT NOR A GRADING PERMIT 6REQUIRED FOR A SITE, THEN J 816 I r
•811.30 1 I /r' rY I!� a 1 �i I III I i I !I PE
ANY REQUIREO RUNOFF CONTROL 5TRUGTURE SHALL BE SUB5TNTIALY COMPLETED } h _ 847.70 IP INV. all PIPE
613.39 r4-` - 617.40 11
PRIOR TO INSTALLATION OF ANY BUILT -UPON AREA ON THE SITE, ENG NEER NO x 13.3 f
1f ,
GERTIFIGATION REQUIRE SHALL BE D PRIOR TO FINAL APPROVAL BY THE!- IA TC , II TC _ _ J 4 , 818.80 916C 6.1 f
ENFORCEMENT OFFICER. -� -1 ! f1 rr 811.70 - DOVYt14yALK 8as.70 TC "�\ Golr tj} I
- THE GOVERNMENT OFFICE HAVING JURI5DIGTION FOR WATERSHED PROTEGTEON AMP THEIR X I tl 7� FfG UNIT E11.8a a7A.10 e14. o ais.96 T4JRNp�yyNyygll( ` ia79.o `� 811.0
A551C�N5 HAVE Ric OF ACCESS TO THE PERMANENT BIO-CELLS FOR INSPECTIONS AND ; N ii
`��,�� " e19.1o• e19.9" _ TURN DpwN WALK a1a.<a Tc \
MAINTENANCE ENFORCEMENT, (j(j lIl 1� 1 1•-^ 'i i 1 818.10 817.90 �1T.80
~ 811.00 } 14. f 618.40 . 819.33 SIGN Hi 19. FIG 4 • V 1 _
# I I GO Lo SIGN q i
I ; rSTEPS $-- 1 14 8 8.20 �j 819. SIGN SIGN
619.4 \ 818A.
. I ryMry�
819.33 • 9 18.07 ) E� W
z $ LU I o r JI I F.F. �LEV . 819.so 819.50
��� • 813.59 F.F. E V.. 613.ao 0'�3A ��` t / l / i �Nb/ �` 816.t7 p--� �•
ND 1 �A 81 .00 �;1 1jNN 8[4.50 IIG UNIT HG UNIT m a
j
�_ K I / 1
j HG UNIT HG UNIT �! xi �• _
EIP EXI5TING IRON PIPE I 1 \� / PROP. DI �p
, l PROP / I TOP; 811.40 30 UNITS w 0) r� LU (�
t�
EIR. EXI5TING IRON REBAR ; IiC) r I �� �3 i 610-CiLL I INV: �1•5O - -�- -- F_EL€V� j 3 STORIES �� �� v
IP5 IRON PIN SET /� �1� % ! •g , I #�! I I 18=t- �- --� s F. . ELEV.:� PROP pi l U
�Q N s tt / �3gp I 6• 6• $1�4o� �` 820.00 12 - 3 SDt2M - 52NI R 5ERV O
f s I col 18.fi? G
PKS PK NAIL SET ° / �� 1�0 I �� ( \ �
R/N RIGHT OF WAY fV i .� 181100 811.001 ! ��{ z
DB DEED BOOK f s --�--- i 81g�� � 24 M/L t Q
SILT FENGE ALONG !813.39 / I d8 U SAWGUT PAVEMENT 4 REPAIR TO
PB PLAT BOOK J I 813,3Q , [4" LrJ 819.50
BACK OF SIDEWALK Ij r B1 618.17 1 <0 >
ao / 819.49 et9s6 � GI O D
CENTERLINE 5 19.40 819�3• •ill
RGP REINFORGED GONGRETE PIPE
FIRE HYDRANT
O SANITARY MANHOLE
UTILITY POLE
LAMP Fill
ffiCURB INLET
TPEDO TELEGOMMUNIGATION5 PEPE5TAL
E TRAM [] ELECTRIG TRANSFORMER
X FENGE
S-- 5ANITARY SEWER
E UNDERGROUND ELEGTRIG
T UNDERGROUND TELEPHONE
-GAS- UNDERGROUND OAS
;". WATER
0 VIM WATER METER
- SIGN SIGN
0 1 GAS METER
Q STORM MANHOLE
IRRV0 IRRIGATION GONTROL VALVE
GV CAS VALVE
GO SANITARY SEWER GLEANOUT
S MCGRARY 5T
N MCCRARY 5T
r
rn
to
I I;zMEMORIAL
HERRY 5T
5 CHERR
SITE""
5T
D
DIXON 5T
GRAPHIC SCALE
1s 30 $0
( IN FEET )
1 inch = 30 it.
i1 • ! I ��i.11 � : 1: , sad ass n f��f� s' � ,-- �.__. _ _ _ •I I WA ....n...��
AllCITY OF � - _ • � ii.11 •.�ffil �•r af.a ,� - ..
5ANGUT 4 REPAIR PAVEMENT TO
i1'I ! .! I I .!Y•
���aff�'r ffr✓taff..1 A'�'
-s • i� Isa.:�;iisAi�a~��-��..r r*I�._"r.M�..ai�lss _ _
J
tf
r
I I GIq . 819.33 818.07 t}' f (f) / + I ti_.I
ama� � � 1 • 819.10 819.10 I
dpy � E -- � + ~ ~ �. r. - I $19.00 _1 817.89 $l7.a0 818.0 I
_ mil 15.I •819.Do I
n
(� 3: C_W , enM bill i daAe „" _� -w� �� �c/^_QQ �722`5t ��� � � �,/-��^ ,}� 'LppA��� EIP 8/7.79 817.70. EIR � CJ It� I
�� '/ � � CI6.D `dT.79 j ~ -'.'- E � ^'r-- •..�I.�V 22 .7✓+11'4P1 -'."-" 15TURBED �6"1`CJ E24F ,� O !1 Elly � l DrL� 1
816i7 61 Ll �M6.T6 �_ _
�` 1 Eb.AI �,-, �- ,• A �iFWFO SS L- � I I
CO �-vim'
w -r-- w w f w w I XBIg.33 i'ry `g/B� du1 dew _- bill l
f ! Ex. b" D.i� V�tATER LINE (APPROX. LOGS �w w X61q.24 w W r319 O yJ X&5.45 �1 ";
as ma Iw - w XbSb.64 SAN MH
SAN MH �� w yE w �` w ``&/6� t�V 810 76 (S)
_ ( TOP=816.b5 1 INV NV=81O.b1 (EI
G V��IQ EX. 6" C, WATER LINEw (A..,P pl LpG% w w W w NV=810.56 OUT
�I
1 rN /PFIQNE Fill
x• V�/
MEMORIAL ST.
{PUBLIC) 40' R/yN PB 2 PG 15 I>,j
1.P
2.
3.
STORM RRA I NACU NOTES: 4
5AN MH - STORM DRAINAGE PIPE WITHIN STREET RIGHT-OF-WAY
TOP=b13•�T SHALL BE RGP (REINFORCED CONCRETE PIPE), 5
INV=808.1� jI
Ii 6.
N I 8.
7.
120
tfi
NOTES: DS
- NO WETLANVISIBLE ON SITE.
- ALL OF THE NEGE55ARY APPROVAL5 HAVE BEEN (MILL BE)
013TAINED FROM THE STATE 4 CORPS. FOR ANY NETLAND
$ 5TREAM GRO551N6 D15TURBANGE.GT1oN - ALL GON5TRUTO MEET CITY OF ASHEBORO/NGDENR STANDARDS.
EROSION
CONTROL LEGEND:
51LT' FENCE
G5TONE/W1RE INLET PROTECTION
.... 015Tti LIMITS
EROSION CONTROL NOTES:
1. SOIL TYPE: GmG (GEORGEVlLE-URBAN LAND GOMPLEIV
(PER NATURAL RE50LP2GE5 CONSERVATION SERVICE 4 USDA)
2. THE 51TE AREA 15 NOT LOCATED IN A SPECIAL FLOOD HAZARD AREA (iACGORDIHG TO
FIRM COMMUNITY PANEL 4PIDER 3110TT511 EFFECTIVE 01-02-08.
ASTE 3• NO BORRON OR WAREAS ARE ON THE SITE. IF REQUIRED, TOPSOIL TO 1:3E HAULED DFF-51TE.
WHEN THE PERSON FINANCIALLY RE5PON51BLE FOR THE OVERALL PROJECT 15 NOT THE PEIii
FINANCIALLY RESPONSIBLE FOR OFF-54TE BORROW AREAS NOT REGULATED BY THE PROVi510N5
OF THE MINING ACT OF 1911 AND OFF-51TE NA5TE AREAS OTHER THAN LANDFILLS REGULATED
BY THE DEPT. OF HUMAN RESOURCES, r:;i1GH AREAS SHOULD 13E CON5IDERED SEPARATE LAND DISTURBING
ACTIVITIES SUESJEGT TO THE 5ED4MENTATION POLLUTION CONTROL ACT OF N13. OFF -SITE BOi21�OW
AREAS ARE 5113JECT TO THE REQUIREMENTS OF THE MINING ACT OF MT.
4. NO KNOWN ROCK OUTGROP5 VI$IBLE ON THIS SITE.
5. A COPY OF A SOILS REPORT HAS BEEN PROVIDED TO THE ENGINEER BY THE OMER.
r
' � pEAGHTREE y7
5V"MIT AVE
I ul i I
I liJ a
C1
I i
',.[Dnstru� lliimt' C1kkvU+�i�11t? i�x
eyl�irad by North Carwir,m
sl s reel ttia the stcrrnu : system designer
lec;t during canstrtarll 1 i . �y conforillit•�r with iha
Is and specs; and rr r, , truce
mwater rules
# 5~� 1 0 )a 3__. Date12
ki127120 I Z
_
..iv sn oa
I'L -1 120 11
>ITE INFORMATION:
D
IN: 7751530369, 7751530389, 7751531328, 7751531367, 7751532307,
7751531361,7751531157,7751531075,7751531015,7751530046,
7751530159,7751530266,7751531265 & 7751530363
EED REF.: D.B. 2552 FIGS.1135,1152,1154,1159,1166,1171,1177,
1183,1188,1190 11195
PLAT REF.: P.B. 2 PG. 15 & P.B.167 PG. 321
CURRENT OWNER: SUNSET PLACE, LLC
P.O. BOX 395
JAMESTOWN, NC 27282
ZONING:
L
OT AREA: 2.134 ACRES ±
SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD PLAIN BOUNDARY
ACCORDING TO FEMA FIRM PANEL NO.37107751 OOJ, DATED JANUARY 2, 2008.
EXSTING USE: SINGLE, FAMILY RESIDENCE / VACANT
'ROPOSED MULTI -FAMILY UNITS: 52 UNITS TOTAL, 40 - 2 BDRM. UNITS 112 - 3 BDRM UNITS
'ARKING REQ'D.:1.5 SP / UNIT =1.5 x 52 UNITS = 78 SPACES
'ARKING PROV'D., 76 SPACES
GILDING HEIGHT: 3 STORIES
IISTURBED AREA 2.2 ACRESt
XISTING BUILT -UPON AREA: 0.473 ACRES# (20,612 SF±)
'ROPOSED BUILT -UPON AREA:1.34 ACRES±(58,370 SF±)
'ROPOSED BUILT -UPON AREA REO'D. TO BE TREATED:
.34 ACRES{ - OA73 ACRES± = 0.867 ACRES± (37,758 SF±)
'ROPOSED BUILT -UPON AREA BEING TREATED;1.032 ACRES± (44,966 SF±)
TOIL TYPE: Gii (GEORGIA-URBAN LAND COMPLEX)
m
z 2
0
X z
OL r!
�o
O�
Q
�o
z
K o
o
nnO �
o<
GRADING, DRAINAGE
4 EROSION CONTROL
PLAN
SCALE: 1 11=501
PATE: 12-21-11
PROJECT: 1062-11
DRAWN BY: H1NM, MV
SHEET 4
1,
1 I.'1; IF , ' 'i r � ;: ! � � > .I , �1 _,1 1 (I i' i`•1 '1. it I 'e s . ,r '• �i.1 i,ll,, r 11- 1{fif
',.[Dnstru� lliimt' C1kkvU+�i�11t? i�x
eyl�irad by North Carwir,m
sl s reel ttia the stcrrnu : system designer
lec;t during canstrtarll 1 i . �y conforillit•�r with iha
Is and specs; and rr r, , truce
mwater rules
# 5~� 1 0 )a 3__. Date12
ki127120 I Z
_
..iv sn oa
I'L -1 120 11
>ITE INFORMATION:
D
IN: 7751530369, 7751530389, 7751531328, 7751531367, 7751532307,
7751531361,7751531157,7751531075,7751531015,7751530046,
7751530159,7751530266,7751531265 & 7751530363
EED REF.: D.B. 2552 FIGS.1135,1152,1154,1159,1166,1171,1177,
1183,1188,1190 11195
PLAT REF.: P.B. 2 PG. 15 & P.B.167 PG. 321
CURRENT OWNER: SUNSET PLACE, LLC
P.O. BOX 395
JAMESTOWN, NC 27282
ZONING:
L
OT AREA: 2.134 ACRES ±
SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD PLAIN BOUNDARY
ACCORDING TO FEMA FIRM PANEL NO.37107751 OOJ, DATED JANUARY 2, 2008.
EXSTING USE: SINGLE, FAMILY RESIDENCE / VACANT
'ROPOSED MULTI -FAMILY UNITS: 52 UNITS TOTAL, 40 - 2 BDRM. UNITS 112 - 3 BDRM UNITS
'ARKING REQ'D.:1.5 SP / UNIT =1.5 x 52 UNITS = 78 SPACES
'ARKING PROV'D., 76 SPACES
GILDING HEIGHT: 3 STORIES
IISTURBED AREA 2.2 ACRESt
XISTING BUILT -UPON AREA: 0.473 ACRES# (20,612 SF±)
'ROPOSED BUILT -UPON AREA:1.34 ACRES±(58,370 SF±)
'ROPOSED BUILT -UPON AREA REO'D. TO BE TREATED:
.34 ACRES{ - OA73 ACRES± = 0.867 ACRES± (37,758 SF±)
'ROPOSED BUILT -UPON AREA BEING TREATED;1.032 ACRES± (44,966 SF±)
TOIL TYPE: Gii (GEORGIA-URBAN LAND COMPLEX)
m
z 2
0
X z
OL r!
�o
O�
Q
�o
z
K o
o
nnO �
o<
GRADING, DRAINAGE
4 EROSION CONTROL
PLAN
SCALE: 1 11=501
PATE: 12-21-11
PROJECT: 1062-11
DRAWN BY: H1NM, MV
SHEET 4
1,
1 I.'1; IF , ' 'i r � ;: ! � � > .I , �1 _,1 1 (I i' i`•1 '1. it I 'e s . ,r '• �i.1 i,ll,, r 11- 1{fif
>ITE INFORMATION:
D
IN: 7751530369, 7751530389, 7751531328, 7751531367, 7751532307,
7751531361,7751531157,7751531075,7751531015,7751530046,
7751530159,7751530266,7751531265 & 7751530363
EED REF.: D.B. 2552 FIGS.1135,1152,1154,1159,1166,1171,1177,
1183,1188,1190 11195
PLAT REF.: P.B. 2 PG. 15 & P.B.167 PG. 321
CURRENT OWNER: SUNSET PLACE, LLC
P.O. BOX 395
JAMESTOWN, NC 27282
ZONING:
L
OT AREA: 2.134 ACRES ±
SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD PLAIN BOUNDARY
ACCORDING TO FEMA FIRM PANEL NO.37107751 OOJ, DATED JANUARY 2, 2008.
EXSTING USE: SINGLE, FAMILY RESIDENCE / VACANT
'ROPOSED MULTI -FAMILY UNITS: 52 UNITS TOTAL, 40 - 2 BDRM. UNITS 112 - 3 BDRM UNITS
'ARKING REQ'D.:1.5 SP / UNIT =1.5 x 52 UNITS = 78 SPACES
'ARKING PROV'D., 76 SPACES
GILDING HEIGHT: 3 STORIES
IISTURBED AREA 2.2 ACRESt
XISTING BUILT -UPON AREA: 0.473 ACRES# (20,612 SF±)
'ROPOSED BUILT -UPON AREA:1.34 ACRES±(58,370 SF±)
'ROPOSED BUILT -UPON AREA REO'D. TO BE TREATED:
.34 ACRES{ - OA73 ACRES± = 0.867 ACRES± (37,758 SF±)
'ROPOSED BUILT -UPON AREA BEING TREATED;1.032 ACRES± (44,966 SF±)
TOIL TYPE: Gii (GEORGIA-URBAN LAND COMPLEX)
m
z 2
0
X z
OL r!
�o
O�
Q
�o
z
K o
o
nnO �
o<
GRADING, DRAINAGE
4 EROSION CONTROL
PLAN
SCALE: 1 11=501
PATE: 12-21-11
PROJECT: 1062-11
DRAWN BY: H1NM, MV
SHEET 4
1,
1 I.'1; IF , ' 'i r � ;: ! � � > .I , �1 _,1 1 (I i' i`•1 '1. it I 'e s . ,r '• �i.1 i,ll,, r 11- 1{fif

REVISIONS
rp R'' - -
rMAINAGF. CALCULATIONS pPE(p4p)' INFORGEO G03JG 2ETE
RATIONAL METHOD: 0 . CIA 1`10 YEAR 5TORf•'U * ...... IN0IGATE9 HIPPIE
FOWE
N
AREA
TOTAL
AREA
COEF,
RAIN
FALL
C x 1
RUNOPP
(C'F=)
PIPE SIZE NE POP
PIPE 51ZE ZEE?
917E
SLOPE
I GAP
31Zt=
£LOPE
v■ro -
L£N5TH
I
0.3q
0. q
0.90
5.4-1
49q
I'll
12•
0.22
I'll
15,
133
q,40
150,
2
035
O.q7
4-*
5..
0.45
4•76
L91
0,87
7.0'1
115,
B
0.101
1.16
15.Oq
1'S"
0b3
5A4
15'
O.B7
1.04
56,
4
0.00
1.1b
50q
IV'
Ob5
S.Oq
15•
0.6-1
7.09
41'
S
Ob5
0$a
2.11
W,
0.10
2.•17
L'i'
0--.0
5--4.
30.
b
0.46
t.25
5.49
15"
0.72
5.44
15'
050
3.72
M'.
7
O.00
125
0_80
SA-t
439
5.4q
IS"
0.72
5.4q
15'
125
4.00
40'
1,019, ALL PIPE LENGTHS ARE MEAD FROM CENTER OF STRUCTURE.
GONTRAGTOR TO VERIFY LOCATION , DEPTH, � !f
AND PIPE 5IZE PRIOR TO IN5TALLIN& NEVI
5TORM DRAINAGE. II !I ilre
5AWG11T PAVEMENT ! REPAIR TO
STORM JE3 GtTY OF ASHEBORO STANDARDS
TOP 805,w cf1 PROP. DI
INV eo3.11501 / to TOP: 4506.0iGHERRY ST.
INV.: 504.4q4q (IN) N. 5AWAT 6 REPAIR PAVEMENT TO ri : INV.: 504.2q (OUT)
CITY OF A5HESORO STANDARD5 W (PUBLIC) 35' R/W PB 2 PG 15 5AN MH REMOVE f RELOCATE
TOP=830.bq
BIG E/' EX. POWER POLE
5AN MH �L) �J _ _ INV=80T.011 OUT
TOP=805.g1 w ry REMOVE /RELOCATE
INV= Ig4.bi 1 w w w �� EX. POWER POLE -�
D.A.:-
B/G 6 , PROP PVG Z`�'�[� - �� .�,. - 'PROP, DI EX. 6" 01. KATER LINE PPROX, LOG)
Q 5�M RVIGE V 1 c7 Tpp ��' T M O w
EE&EN2
EIP EXISTING IRON PIPE
EIR EXISTING $RON REDAR
IP5 IRON PIN SET
PK5 PK NAIL SET
R/W RIGHT OF WAY
DE3 DEEP BOOK
FIB, PLAT BOOK
GENTERLINE
RGP REINFORCED CONCRETE PIPE
°yt FIRE HYDRANT
O 5ANITA9Y MANHOLE
UTILITY POLE.
O( LAMP P05T
13
t1-
® CURB INLET
4 TPEDO TELEGOMMUNIGATION5 PEDE5TAL
E TRAN ELEGTRIG TRANSFORMER
6 X FENCE
5- SANITARY 5EWER
E UNDERGROUND ELEGTRIG
T UNDERGROUND TELEPHONE
,4 -CGAS- UNDERGROUND GA5
Y F--- WATER
OHM WATER METER
- 516N 51GN
4 D GM GA5 METER
t-- STORM MANHOLE
IRRVO IRRIGATION CONTROL VALVE
GV GA5 VALVE
ILI
0 CO 5ANITARY SEWER GLEANOUT
I
i
ry
Q
0
y
0
m
0
GRAPHIC SCALE
30 0 15 30 80
n
n
co ( IN FEET )
1 inch = 30 ft.
PROP. DI
TOP: 811.0±
INV: b08.Ob (IN)
INV: 80-i.bb (OUT)
PROP. STORM MH
I D
R J
BERM
810.2
kc eq
� $� 8� �
� 1
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(PUBLIC) 40' P,/1N PB 2 PG 15
2.
~-ss STORM DRAINAGE NOTES: 3,
5AN MH - STORM DRAINAGE PIPE WITHIN STREET RIGHT-OF-WAY
TOP-802-t INv=bos.r-r 5HALL BE RGP (REINFORGED GONGRETE PIPE).
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r;e€es require teat the storrttir r system des'Ignor
inspect during construction cr '�v conformity with the
and specs; and Curt fy ' :1 31'G2 With tha
--iwater rules ( 15A P. =,(.. •a 1 L:4R I13 i
Date--OVzolz
t•,G Dvision c., Wooer �ue;Ft�f
SITE INFORMATION:
PIN: 7751530369, 7751530389, 7751531328, 7751531367, 7751532307,
7751531361,7751531157, 7751531075, 7751531015,7751530046,
7751530159, 7751530266, 7751531265 & 7751530363
DEED REF.: D,B. 2552 PGS.1135,1152,1154,1159,1166,1171,1177,
1183,1188,1190 & 1195
PLAT REF.: P.B. 2 PG. 15 & P.B.167 PG. 321
CURRENT OWNER: SUNSET PLACE, LLC
P.O. BOX 395
JAMESTOWN, NC 27282
ZONING:
LOT AREA 2.134 ACRES ±
SITE IS NOT LOCATED WITHIN THE 100 YEAR FLOOD PLAIN BOUNDARY
ACCORDING TO FEMA FIRM PANEL NO.3710775100J, DATED JANUARY 2, 2008.
EXISTING USE: SINGLE FAMILY RESIDENCE / VACANT
PROPOSED MULTI -FAMILY UNITS: 52 UNITS TOTAL, 40 - 2 BDRM, UNITS & 12 - 3 BDRM UNITS
PARKING REQ'D.:1.5 SP I UNIT =1.5 x 52 UNITS = 78 SPACES
PARKING PROVID.: 76 SPACES
BUILDING HEIGHT:3 STORIES
DISTURBED AREA: 2.2 ACRESt
EXISTING BUILT -UPON AREA: OA73 ACRESt (20,612 SFt)
PROPOSED BUILT -UPON AREA:1.34 ACRES± (58,370 SFt)
PROPOSED BUILT -UPON AREA REUD. TO BE TREATED:
1,34 ACRES± - 0.473 ACRES± = 0.867 ACRES± (37,758 SF±)
PROPOSED BUILT -UPON AREA BEING TREATED:1,032 ACRESi (44,966 SF±)
SOIL TYPE: GmC (GEORGIA-URBAN LAND COMPLEX)
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PLAN
SCALE: 111=30'
DATE: 12-21-11
PROJECT: 1 Ob2-11
DRAWN BY: HAM, MV
SHEET

MAINTENANCE GU 1 DEL I NE5 :
- BIORETENTION FACILITIES NLL REQUIRE A REASONABLE AMOUNT OF ROUTINE MAINTENANCE (NOT TOO
DIFFERENT FROM CONVENTIONAL LAND5GAPING MAINTENANCE) TO ENSURE THAT THE SYSTEM BOTH
FUNCTIONS WELL AS A 5TORMNATER BMP AND MAINTAINS AN AESTHETIC ELEMENT COMPATIBLE WITH
THE 5URROUNDINb LAND USES.
- B1ORETENTION FACILITIES SHOULD BE IN5PEGTED ON A 5EMt-ANNUAL DA515 FOR THE FIRST YEAR, AND
AFTER MAJOR STORM EVENTS. AFTER THE FIRST YEAR, ANNUAL INSPECTIONS SHOULD BE SUFFIGIENT.
- THE FOLLOWING GENERAL MAINTENANCE GUIDEANGE 15 RECOMMENDED FOR BIORETENTION 5Y5TEM5:
PLANTING SOIL BED:
- THE 501L5 OF THE PLANTING BED SHOULD BE TESTED ON AN ANNUAL BASI5 FOR pH TO E57ABLISH
AGIPtC LEVELS. IF THE pH 15 BELON 5.2, LIMESTONE SHOULD BE APPLIEPD IF THE pH I5 ABOVE
-1.0 TO 45.0, IRON SULFATE PLUS SULFUR CAN BE ADDED TO REDUCE pH,
- THE SOIL BED MAY EXPERIENCE SOME EROSION, PARTICULARLY AT THE INFLON POINTS, PERIODIC
IN5PECTION AND CORRECTION OF ER05I0N MAY BE NECESSARY.
- THE SURFACE OF THE BED MAY BECOME CLOGGED WITH FINE 5E0IMENT5 OVER TIME. GORE AERATION
OR GULTIVATIN6 OF UNVE6ETATED AREAS MAY 13E REWIRED TO ENSURE ADEOLIATE FILTRATION.
MULCHLAYER:
- B1-ANNUAL MULCHING, A5 PART OF A REGULAR LANDSCAPE GONTRACT, 15 RECOMMENDED. THE
PREVIOUS MULCH MAY BE REMOVED AND DISCARDED TO AN APPROPRIATE DISPOSAL AREA OR
RETAINED IF IT 15 DECAYED. THE MULCH SHOULD BE PLACED TO DEPTHS NOT TO EXGEED 3".
SEEDED GROUND COVER OR GRA55 AREAS SHOULD NOT RECEIVE MULGHING,
PLANTIN6 MATERIALS:
- ANNUAL IN5f EGTION OF PLANT MATERIALS IS NECESSARY. DEAD OR SEVERELY DISEASED SPECIES
SHOULD BE REPLACED. REPLACEMENT OF PARTICULAR SPECIES SHOULD BE CONSIDERED FOR 5PECIE5
NHIGH FAIL TO E5TABL15H.
- WOODY VEGETATION MAY REQUIRE PERIODIC PRWN6, DEPENDING ON THE ADJACENT LAND USES,
TO AVOID GONFL€GT5 WITH OVERHEAD UTILITIES, OR HAZARDS KITH ADJACENT PEOPLE AND PROPERTY,
PRUNING 5HALL FOLLON THE 5TANDARD PRUNING PRAGTIGE (AN51 A300, NATIONAL ARBOR6T A55OGIA7I0N,
INC., Igg5).
- REMOVE PLANT 5TAKE5 AFTER THE FIRST GROWING SEASON.
PRETREATMENT, INFL06 LO!2ATION5. AND OVERFLOW:
- THE VEGETATED FILTER STRIP OR &RA55ED CHANNEL 5HOULD BE INSPECTED FOR EROSION RILL OR
GULLEY5 AND CORRECTED AS NEEDED. BARE AREAS SHOULD BE SEEDED, OR SODDED, AS NECESSARY.
- THE INFLON LOCATION SHOULD BE IN5PEGTED ANNUALLY FOR CLOG&ING. SEDIMENT BUILD-UP 15 A
COMMON PROBLEM NTH MANY PRACTICES WERE RUNOFF LEAVES AN IMPERVIOUS SURFACE AND
ENTERS A VEGETATIVE OR EARTHEN SURFACE. ANY BUILD-UP 51°DIMENT SHOULD BE REMOVED TO
AVOID RUNOFF BY-PA55fNG THE FACILITY.
- THE OVERFLO^I STRUCTURE SHOULD BE IN5PEGTED ANNUALLY TO ENSURE THAT IT 15 FUNGTIONING.
ACCUMULATED TRASH AND DEBRIS SHOULD BE REMOVED A5 NECESSARY.
TABLE 1.0 : MATERIAL SPEG I F I GAT I ONS
PARAMETER
5PEG I F I GATI ON
51 ZE
NOTES
PLANTING SOIL
REFER TO TABLE 2.0
N/A
PLANTIN65
REFER TO TABLE 3.0
VARIES
A6ED 6 TO 12
MULCH
SHREDDED HARDWOOD
N/A
MONTHS, MINIMUM
AGED 6 TO 12
PEA GRAVEL
USE GLEAN BANK -
DIAPHRAGM AND
ASTM D 445 SIZE NO. 6
VARIES
RUN RIVER PEA
GURTAIN DRAIN
(AFFROx. 1/6" - 1/47
GRAVEL
UNDERDRAIN
AASHTO M-43
1/2 - 2"
U5E GLEAN BANK-
6RAVEL
RUN RIVER PEA
GRAVEL
3/S" PERF. @ 6"
PVG PIPIN6
AASHTO M-2-75
6" - R1610
GENTERS, 4 HOLE
SCH. 40
PER ROW
5EEDED PREPARATIQN
I. RIP THE AREA TO E+E 5EEDED TO A MINIMUM DEPTH OF 4-6 INCHE5
7. REMOVE ALL LOO5E ROCK, ROOT5, ETC. LEAVING SURFACE: SMOOTH AND UNIFORM.
3. APPLY SEEP, ArmRICULTURAL LIME, FERTILIZER, AND SUPERPHO5PHATE UNIFORMLY
AND MIX WITH THE 501L.. 5EE RATES UNDER SEEDIN6 5PECIFIGATION.
4. 5EED ON A FRESHLY PREPARED SEEOSED AND COVER THE SEED LIbHTLY NFITH
5EEDIN6 EQUIPMENT OR CUL.TIPAGK AFTER 5EEDIN6.
5, MULCH IMMEDIATELY AFTER 5EEDIN6 AND ANCHOR MULOH.
TABLE 2.0 : PLANT NG SOIL GHARAGTER I ST I GS
PARAMETER
VALUE
pH RANGE
5.5 TO (5.5
ORGANIC MATTER
3.0 TO 5.0%
MAGNESIUM
55 LB5. PER AGRE MIN.
PHOSPHOROUS (P205)
100 L55. PER AGRE MIN.
POTASSIUM X20)
85 LB5. PER AGRE MIN.
SOLUBLE SALTS
< 500 PPM
GLA''
< i0%
5I LT
30%
5AND
50%
LEAF MULCH
20%
- MEDIA PERMEABILITY IS REOUIRED TO BE 0.52 - 6" PER HOUR, 1 - 2" PER HOUR PREFERRED.
TEST TO BE SUBMITTED AFTER GONSTRUGTION ALONG WITH GERTIFICATION.
- CONTRACTOR SHALL 5UBMIT A SOILS REPORT TO ENSURE THAT THE SEASONAL HIGH JNATER
TABLE IS GREATER THAN 2 FEET BELOW THE BOTTOM OF THE BMP,
- GONTRAGTOR 5HALL SUBMIT A CERTIFIED COPY OF A 501L5 TEST REPORT FOR THE PLANTING SO[L.
PRIOR TO BIORETENTION AREA CONSTRUGTION MEETING THE MINIMUM PLANTING 501L SPECIFICATION.
TABLE 2.0: PLANTING SOIL GHARAGTERI STI GS
ROOT 5TOGK OF THE PLANT' MATERIAL SHALL BE KEPT MOIST DURING TRANSPORT.
PLANTING PITS SHOULD FOLLOW LGA PLANTING GUIDELINES.
THE DIAMETER OF THE PLANTING PIT MUST BE 51X INCHES LARGER THAN THE DIAMETER OF THE BALL.
THE PLANTING PIT SHALL BE DEEP ENOUGH TO ALLOW 1/8" OF THE BALL TO BE ABOVE EXISTING
GROUND. TAMP LOOSE 501L AT THE BOTTOM OF THE PIT BY HAND.
SET AND MA[NTAiN THE PLANT STRAIGHT DURING THE ENTIRE PLANTING PROGE55.
BAGKFILL THE PIT WITH EXISTING SOIL.
TREES SHALL BE BRACED USING 2" x 2" STAKES ONLY AS NECESSARY AND FOR THE FIRST GROWING
SEASON ONLY, STAKES ARE TO BE EQUALLY SPACED ON THE OUTSIDE OF THE TREE BALL.
PLANTING NON -GRASS GROUND COVER:
- 016 HOLES THROUGH THE MULCH WITH HAND TROWEL, SHOVEL, BULB PLANTER, OR HOE.
- SPLIT BIODEGRADABLE POTS AND REMOVE NON -BIODEGRADABLE POTS.
- SURROUND THE ROOTS WITH SOIL BELOW THE MULGH. SET POTTED PLANTS SO THAT THE
TOP OF THE POT IS EVEN WITH EXISTING GRADE. GOVER BARE ROOT PLANTS TO THE GROWN.
GRASSES AND LEGUME SEED SHALL BE TILLED INTO THE SOIL, TO A DEPTH OF AT LEAST ONE INCH.
GRASS AND LEGUME PLUGS SHALL BE PLANTED FOLLOWING THE NON-ORA55 GROUND COVER PLANTING
5PEGIFIGATIONS.
NO FERTILIZATION 15 NEGE55ARY.
SEEDING 5PEGIEIGATION
APPLY 4000 LB5. AGRIGULTURAL LIMESTONE PER ACRE.
APPLY 1000 L135, 10-10-10 FERTILIZER PER ACRE FOR &RA% SEEDING.
LIME AND PERTILtZER ARE TO BE D15KE12 INTO THE SOIL SURFACE TO A MtNkW DEPTH OF 4 INCHES.
LATE V41NTMY SPRIN
A. 6R465:
(I) TALL FESCUE - 150 LEG. PER ACRE.
B. 6RA55 - LEGUME MIXTURE
N TALL FESc,UE 100 LB5. PER ACRE PLU5 5ERECIA Le5PEDEZA (SCARIFIED) - h0 LOS.
PER ACRE.
{2) TALL FESCUE - 100 Las. PER AGRE PLUS GROhINVETGH - 25 LB5. PER ALRE.
EARLY 5PRING - LATE 51"ER
A. 6RA55:
(1) TALL FESCUE 150 L55. PER ACRE
(2) TALL FESCUE - 100 L65, PER ACRE PLUS I EEPIN6 L - 5 LB5. PER AGRE.
6. 6RA55 - LFOUME MIXTURE
(1) TALL FESCUE 100 LB5. PER ACRE PLUS 5EREGIA LE5PEDEZA (SCARIFIED) - b0 LB5.
PER ACRE.
"MEl2
A. 6RA55,
(1) TALL FE5CUE 150 LB5. PER AGRE PLUS WEEPING LOVE6RASS - 5 L55. PER ACRE.
(2) WEEPING LOVE6RASS - 5 LB5, PER AGRE PLUS BROWNTOP MILLET OR SORGHUM-SUDAN
HYBRI05 - 50 L55, PER AGRE.
B. 6RA% - LEGUME MIXTURE
(1) WEEPING LOVEGRA55 - 5 LEIS. PER AGRE PLUS SERECIA LESPEOEZA (5CARIFEP) - (>0 LB5,
PER AGRE.
LATE SUMMER - EARLY WINTER
A. GRA55:
{p TALL FESCUE - 150 1_5s, PER AGRE.
{2) TALL FESCUE - 100 LEIS. PER ACRE PLUS ANWAL RYEGRAIN - 25 LB5. PER AGRE
B. 6RA55 - LEGUME MIXTURE
(1) TALL FESCUE - 100 LB5. PER ACRE PLUS 5EREGIA LE5PEDEZA {UNSGARIFIED) - 8O LB5.
PER ACRE.
(2) TALL FESCUE 100 LB5. PER AGRE. PLU5 GROWNVETGH-25 L55. PER ACRE
(3) TALL FESCUE - 15 LB5. PER ACRE PLUS ANNUAL RYE&RAIN - 25 L55. PER AGRE
PLUS 5ERECIA LESPEDEZA 015GARiFIED) - &0 LB5 PER ACRE.
AFTER 5EEDIN6, THE AREA i5 TO BE ROLLED OR CULTiPACKED TO INSURE THAT THE 5EED 6 PRE55ED
INTO CONTACT WITH SOIL SURFACE. ALL SEEPED, AREAS ARE TO BE MULCHED WITH STRAW MULCH AT
THE RATE OF 'OW LB5. PER ACRE. (APPROX, 100 BALES PER AGREJ
APPLY ASPHALT EKA-SiON TO THE STRAW MULCH AT THE RATE OF 150 6ALLON5 PER AGRE.
THE ABOVE SEEDING RECOMMENDATIONS AND RATES HAVE BEEN PREPARED FOR SELECTION OF A
VEGETABLE COVER SUITABLE FOR 501L EROSION CONTROL IN THE I54£EI5EOR0 AREA.
AREA SOIL TYPES, CLIMATIC GONDITION5, WED AVAILABILITY AND INDIVIDUAL PLANT
CHARACTERISTICS ARE ALL TAKEN INTO ACCOUNT IN THE ABOVE RECOMMENDATIONS. DUE TO
DENSITY, UNIFORMITY AND TEXTURAL QUALITY REASONS, THE ABOVE SELECTIONS ARE NOT
RECOMMENDED FOR LAWN AREA USE.
BIO-GELL _GON5TRUGTION 5EQUENGE:
I. PRE -CONSTRUCTION MEETING HITH ER05ION CONTROL INSPECTOR TO GET GRADING PERMIT
HILL HAVE ALREADY TAKEN PLACE.
2. THE 517E WILL HAVE BEEN CLEARED AND GRADED WITH ER05ION CONTROL DEVICES IN PLACE
AGCORDIN6 TO THE APPROVED ER050N CONTROL PLAN,
3. ALL AREAS OUTSIDE OF THE NEW PARKIN& CONSTRUCTION 5IOULP HAVE BEEN 5EEDED ONCE
FINISHED GRADE HAS BEEN E5TABLISHED.
4. THE PROPOSED STORM DRAINAGE LINES AT 610-CELL 412 a 3 5HOULD BE IN PLACE WITH ASSOCIATED
ER05ION CONTROL MEA50RE51N PLACE.
5. NEW G/RB I &UTTER, STONE AND PAVEMENT 5HOULD BE IN PLACE.
6. INSTALL UNDERORAIN5, GLEAN -OUTS, FILTER STONE AND SPECIAL SOIL MiXnRE A5 INDICATED
ON THE APPROVED PLANS.
1. INSTALL STONE DIAPHRAGM AND SEEP REMAININ& AREAS AROUND THE NO -CELL.
b. INSTALL PLANTI%5 AND MULCH A(ZORDING TO THE APPROVED PLAN,
4. INSPECT 510-CELL(5) TO ENSURE THAT IT 15 OPERATING PROPERLY.
10. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURC-5 fOR THE DURATION OF CONSTRUCTION,
11. PROVIDE EWNEER15 CERTIFICATION OF COMPLETION FOR EACH BIO-CELL (a) TO THE CITY OF
ASHEBORO STORMINATER PM51ON FOR FINAL APPROVAL.
2.0' x 2.0' DROP INLET
TOP: 811.40
TOP OF BERM ELEV. 81I.90
5" MULCH LAYER
u� 0.75' PONDING STORAGE AREA
BOTTOM ELEV AT
DEEPEST DRAIN POINT 801.50
AAMINIIN
2.5' (Min.) --�
PLANTING SOIL
GRAVEL
4" LAYER OF BLANKET
WASHED SAND (#57 STONE)
SEASONAL HIGH WATER TABLE 15 GREATER THAN
6.0' FROM EXISTING GROUND ELEVATION
TOP OF BERM ELEV. 810.10
PLANT MATERIALS
NON -PERFORATED
------------
PIPING TO SURFACE
WITH GLEANOUTS (TYP)
GEOTEXTILE
FABRI G
DROP I NLET (SIDES 8 BOTTOM ONLY)
INV.: 807.50
(2) ROWS 6" PVG SGH. 40 UNDERDRAIN CCU 0.5%
(5/8" PERFORATIONS ®6" O.G., 4 HOLES PER ROW)
NOTE:
MINIMUM 5" OF GRAVEL OVER PIPE,
NOT NECESSARY UNDERNEATH PIPE.
BIO-RETENTION AREA
N.T.S.
2.0' x 2.0' DROP INLET
TOP: 80q.70 PLANT MATERIALS
I
5" MULCH LAYER
n 0.8' POND I NG STORAGE AREA
BOTTOM ELEV AT
DEEPEST DRAIN POINT b05.50
► --------------
i6
2.5' (Min.)
PLANTING SOIL
GRAVEL
4" LAYER OF BLANKET
WASHED SAND (#5-7 STONE)
SEASONAL HIGH WATER TABLE IS GREATER THAN
6.O' FROM EX 15T I NG GROUND ELEVATION
TOP OF BERM ELEV. 812.00
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NON -PERFORATED
-PIPING TO SURFACE
WITH GLEANOUTS (TYP)
GEOTEXTILE
-FABRIC
DROP INLET (SIDES 4 BOTTOM ONLY)
I NV.: 805.50
(2) ROWS 6" PVG 5GH. 40 -UNDERDRAIN o 0.5%
(5/8" PERFORATIONS @6" O.G., 4 HOLES PER ROW)
NOTE:
MINIMUM 5" OF GRAVEL OVER PIPE,
NOT NEGE55ARY' UNDERNEATH PIPE,
BIO-RETENTION AREA #2,
N.T.S.
2.0' x 2.0' DROP INLET
TOP: 811.60
2.5' (Min.) -�
PLANTING SOIL
GRAVEL
4" LAYER OF BLANKET
WASHED SAND (#57 STONE)
5EASONAL HIGH WATER TABLE 15 GREATER THAN
(2.0'FROM EXISTING GROUND ELEVATION
PLANT MATERIALS
NON -PERFORATED
-PIPING TO SURFAGE
WITH GLEANOUTS (TYP)
OEOTEXTILE
-FABRIG
DROP INLET (SIDES I BOTTOM ONLY)
INV.: 808.25
(2) ROWS 6" PVG GH. 40 UNDERDRAIN C9) 0.5%
(5/8 PERFORATIONS (Pb"O.G., 4 HOLES PER ROW)
NOTE:
MINIMUM 5" OF GRAVEL OVER PIPE,
NOT NEGE55ARY UNDERNEATH PIPE.
BIO-RETENTION AREA
N.T.S.
510-GELL 51DE SLOP -
THE VERTICAL BIDES OF THE BIORETENTION CELL DO NOT HAVE TO BE
AT A SPECIFIED ANGLE. (NCDENR BMP MANUAL, PAGE 12-I3)
REVISIONS
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BIO-GELL
DETAILS
onstrljct ; . ese aocumants i
required by ti c; su.rm"ate;i }:: -tit- Notch Carolina
3Wes require that the stormwr -.i:r system designer
in =opct during c.onstructian, re.-fy conformity with the
,.�<,s and specs; and certify c .. 'kanfce with
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DATE:
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DRAWN BY:
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SHEET 6

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REVISIONS
SUNSET PLACE., APARTMENTS
N. CHERRY STREET, HOOVER STREET, MEMORIAL STREET & SUNSET AVENUE
REVISIONS
NO. DATE I DE50RI PTION
RANDOLPH COUNTY, ASHEBORO TOWNSHIP
ASHEBORO, NORTH CAROLINA
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II N. CHERRY ST.
(PUBLIC) 55' R/W PB 2 PG 15
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MEMORIAL ST.,
{'116i..IC) 40' RM PB 2 P& 15
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NOT TO SCALE
January 11, 2012
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OWNER / DEVELOPER:
SUNSET PLACE, LLC
P.O- BOX 395
S
JAMESTOWN, NC 27282
PHONE: [phone]
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CONTACT:
ENGINEER:
CPT ENGtNEERING & SURVEYING, INC.
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4400 TYNING STREET
HIGH POINT, NC 27205
CONTACT. CHUCK TRUBY, P.E. `
PHONE: [phone] EXT. 304 �J
FAX: [phone]
SHEET INDEX
TITLE
Cover
. . . Existing Conditions & Demolition Plan
. . . Site & Utility Plan
• Grading, Drainage & Erosion Control Plan
Drainage Area Plan
Bio—Cell Details
. . Bio—Cell Landscaping Plan
Site Detail Plan
. . Site Detail Plan (cont'd.)
':011struCE,:.; : it oNo �lLaCUft�8ilt5 #
squired by tra 3,.",", iv:3:a:: :;t. Nodh Carolina
rules require that tree star: 4:..; System designer
spalsl duringnstr,lctiGar„_ ..KY :rnfom3ity WithSht
anrf specs; and ~ ..f, .. lance wit :,,4
}water rules r
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DATE: 0I-1I-12
PROJECT: 1062-11
DRAWN BY: MV
SHEET
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