SW5160601_Plan Sheet - Set_20220314

EXISTING UTILITY NOTES: lin i
40.%*L*-1L .
SY`i;�v sr.�+ 1-1" I. THE EXACT LOCATION, DEPTH, AND SIZE OF NW 17
��ttit r '1 ,�5� \I-1 �3 UNDERGROUND UTILITIES SHALL BE FIELD DETERMINED 0\DP •8 (�
p IL, ;;i ' >
�� ���►►►�'*c' ����! BY THE CONTRACTOR. (F ANY UNDERGROUND UTILITIES j S83 57 4�»E Z
il . in
i THE. _,,,*�j�� S' �, CONTRACTOR SHALL CONTACT THE OWNER AND - L27 8 9
`,��� „" �i-►;`'y'i� i� �./liii::: ENGINEER FOR REVIEW AND REROUTING. , y - - _ 23 3 o 180 U
7 546.923
_t;e�! 2. THE CONTRACTOR SHALL CONTACT THE OWNER AND - - - - _ `V EIP
'
ENGINEER FOR A REVIEW SHOULD ANY DISCREPANCIES - -. - - Z
�p• �,���.. BE • _
••ii onus —� DISCOVERED AT THE SITE OR ON THE DRAWINGS. - - - -
fj1�rt� ►ow � i L l �\�
BR\DGE RD l i t I 3. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR SITE I "/1 Z
A�STON t I I CHANGES TO THE APPROVED SITE LAYOUT PLAN. ANY 1 -. ‹
s sF L VARIATION TO THE APPROVED PLAN SHALL BE EVER GREEN M OBI L HOME ES TA TE INC. Z o z
�a BROUGHT TO THE ATTENTION OF THE ENGINEER FOR — — — cp ¢ N -
�� EVALUATION OF THE SITE CONDITIONS AND RESUBMITTED I PIN 8 75 02 88 5 3�3 z I- o
�'F vl
I I l FOR APPROVAL. - RID — 61486
o
I — I 11- >-
4. PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE _ ' -�� • BOOK 31�3 PAGE 728 ~ Q
SEPARATION WILL BE MAINTAINED: 18 INCHES VERTICAL -_- I
1 I- SEPARATION BETWEEN GROSSING OF STORM SEWERS. IS `� - _ --- ,l I 04 HEID/LAGER DR. Q -� � _
Vicinity Map SCALE: 1"=2000' INCHES VERTICAL SEPARATION BETWEEN GROSSING OF ``- - - -- - - _ to
INSECHES S VERTER IICAL SEPARATION BETWEEN SANITARYDIN& FORGE MAINS) AND HATER 24 yl - ` I- - J -'` \` • Cl- CA R Y, NC 27511
N Q
SEWER AND STORM SEWER, AND 10 FEET HORIZONTAL \1 ` \� - _\ ZONING A —R }
LEGEND. SEPARATION BETWEEN SANITARY SEWER (INCLUDING _ -
FORGE MAINS) AND WATER MAINS. i USE- REDDEN T/A L �'
® = IRON PIPE FOUND * (IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL I z
• = IRON ROD FOUND AND VERTICAL SEPARATION AS DESCRIBED ABOVE OR N
■ = CONCRETE MONUMENT FOUND ANY TIME THE SEWER 15 OVER A WATER MAIN, BOTH I
A = PK NAIL FOUND 20' Q�
LINES SHALL BE OF FERROUS MATERIALS AND PLACED I CZ
d = PK NAIL SET A MINIMUM OF 10' ON EACH SIDE OF THE GROSSING.) A n
- - - - — = EXISTING RIGHT OF WAY
—------— = PROPOSED RIGHT OF WAY 5. THE CONTRACTOR SHALL CONTACT THE POWER CO., SAS I
= BOUNDARY LINE CO., AND TELEPHONE CO. FOR THE EXACT LOCATION OF A I I
— — — = ADJACENT PROPERTY LINES NOT SURVEYED ALL UNDERGROUND WATER AND SEWER MAINS, GABLES, •
- • - -- • - • - - - = EXISTING SETBACK LINES OR LINES BEFORE CONSTRUCTION BEGINS. \ I (� 1875
— 4 W
- - = PROPOSED SETBACK LINE5 x I EIP ROCK III
6. ALL EXISTING UTILITIES SHOWN ON PLANS ARE ',�I //�� G G r Z
- - - ->oo= - - - = EXISTING CONTOUR APF'iOXIMATE LOCATIONS ONLY, EXACT LOCATION, ti \ 1 TOWN OF SILER CITY NOTES r 1
100 = PROPOSED CONTOUR SIZES, AND MATERIALS ARE TO BE VERIFIED IN THE t• X
w = APPROXIMATE LOCATION OF EXISTING WATERLINE FIELD BY CONTRACTOR. GRAVEL \t \ I a.Call 811 before digging to locate utilities*
�� W
6WL = PROPOSED 6" WATERL I NE I b.All on site driveways,sidewalks,parking lots,and entrances/exits to buildings
shall be sufficiently and adequately lighted to ensure the security of to tii W
GAS = APPROXIMATE LOCATION OF EXISTING GAS LINE 7. THE CONTRACTOR SHALL COORDINATE THE OVERHEAD LOT t \ z z =
I property/buildings and the safety of persons. O O F .
ss = EXISTING SANITARY SEWER LINE POWERLINE RELOCATION WITH THE UTILITY PROVIDER. \• x c.On site lighting shall not unnecessarily illuminate any other lot or public street. to N N to
BSS - PROPOSED 8" SANITARY SEWER LINE \ I d.All tree and shrub installation shall be in compliance with Appendix E of the > O
- = EXISTING EASEMENT 1 e.Tothe extent practicable,trte development shall conform to the natural contours OCZ
= PROPOSED EASEMENT _ _ — — — — X of the land and natural and preexisting manmade drainage ways shall remain LL.
°H° = EXISTING OVERHEAD UTILITY GENERAL NOTES: — — — — 1 undisturbed. Z
UGu = EXISTING UNDERGROUND UTILITY I ,, _ _`< \ I f This development must be provided with a drainage system that is adequate to ` N Q
WET = EXISTING WETLAND LIMITS TH15 MAP IS NOT IN ACCORDANCE WITH 65 47-30. x prevent the undue retention of surface water on the development site. 1 ��
x x x = EXISTING FENCE •r-, I \ I g.No surface water may be channeled or directed into a sanitary sewer.*
^�, h.Whenever practicable,the drainage system of a development shall coordinate with
X X X = PROPOSED FENCE BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY I . i -- � �) i`� x I and connect to the drainage systems or drainage ways on surrounding properties �: N
4SS = PROPOSED 4" SEWER SERVICE SUMMIT DESIGN AND ENGINEERING SERVICES Il -- ° �\ I OHU ' I or streets. � �� !�/
2WL = PROPOSED 2" WATER SERVICE 320 EXECUTIVE COURT OHU OHU " ' r' 43' 169,23' i.Construction specifications for drainage swales,curbs and gutters,and storm ,'►,���I 0
I drains are contained in Appendix C. , ����, _
• •= LIMITS OF DISTURBANCE H I LLSBOROUSH, NG 27215 — _ ! �� N// j.The development shall be constructed and maintained so that adjacent properties • ►�
S: = PROPOSED SILT FENCE N _ — t. are not unreasonably burdened with surface waters as a result of such `!! ":n
ADDITIONAL SIT3= DATA TAKEN FROM 615 SITE INSPECTIONS, AND �� ---- �` developments* ""''^'i'lllii'llln '
PROPOSED TEMPORARY DIVERSION � - - - ( t ! HENRY JOE PRICE p I'iII pi'I n
• — •= EXISTING STREAM GENEEALINE DATA PROVIDED BY OWNER • ' t o k.No development may be constructed or maintained so that such development ►� " !;''uill'I •
•
•
•
•
•
•
•
•
••
•
•
W
= x 1 unreasonably hnpedes the natural flow of water from higher adjacent properties •
- ••-• - •-•••-•••-•••- = EX 15T I NO SOIL ROAD. ( _ PIN 8 /6 — 0 — 7 7— 4 74 8 across such development,thereby unreasonably causing substantial damage to �`
TH15 PROPERTY IS NOT A WATER SUPPLY WATERSHED. CONCRETE 1 such higher adjacent properties*
-- -- -- -- -----•- = EXISTING GRAVEL ROAD LOADING • • ' — g J p p ._—t:: jY
X = EXISTING LIGHT POLE DOCK \ \ x I RID16997 1.No development may be constructed or maintained so that surface waters from 1 o1
CONTOUR INTERVAL I such development are unreasonably collected and channeled onto lower adjacent
= PROPOSED LIGHT POLE 1 B O 0 K 465 PAGE 352 properties at such locations so at such volumes as to cause substantial damage to I—
= EXISTING UTILITY POLE such lower adjacent properties.* >t.y Q
PROPERTY DOES NOT LIE IN A DESIGNATED FEMA SPECIAL FLOOD -I
= PROPOSED UTILITY POLE 1 \ I m.Stormwater control facilities shall be maintained bythe developer.* .,
HAZARD AREA. \ oI t 1940 R 0 GER S A 1/L. SE B 1 6 n.Vehicle accommodation area surfaces shall be kept in good condition(free from �, VI El = EXISTING WATER METER a _
THE ENGINEER SHALL NOT BE RESPONSIBLE FOR SITE CHANGES I� \ _ * ~ potholes,erosion,dust,etc.). t\
f = PROPOSED RATER METER PROPOSED - . •�•r ' //A RREN OH 44484 0.Vehicle accommodation areas of all developments shall be designed so that .1 ce h t
TO THE APPROVED PLANS. ANY VARIATION TO THE APPROVED 1 9 p gn 4. ^� N N o
ix = EXISTING WATER VALVEx N sanitation,emergency,and other public service vehicles can serve such of 41° oo M N
N = PROPOSED WATER VALVE PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER BUILDING d- developments without the necessityof backing unreasonable distances or making Ai 1 Cd 1 ao Q
FOR EVALUATION OF THE SITE CONDITIONS AND RESUBMITTED � � 7 3 SF \ t ZONING R 0 in
other danagerous or hazardous turning movements.
g a '� 'y V
EXISTING FIRE HYDRANT FOR APPROVAL. 49 46' x I ►� USE' UNDEVELOPED p.Every vehicle accommodation area shall be designed so that vehicles cannot tr. y
ib• = PROPOSED FIRE HYDRANT extend beyond theperimeter of such area onto adjacent properties or public ? o c
FE 572. ' I Y J' P p p Q m � O Q
S = EXISTING SANITARY SEWER MANHOLE rights-of-way.Such areas shall also be designed so that vehicles do not extend ,, "" s
CONTRACTOR TO VERIFY EXACT LOCATION AND SIZE OF ` o b s a m
• = PROPOSED SANITARY SEWER MANHOLEx 1 over sidewalks or tend to bump against or damage any wall,vegetation,or other (�
EXISTING UTILITIES PRIOR TO CONSTRUCTION. y o,
ro obstruction. y U (Z
= EXISTING SEWER GLEAN OUT m N e
•— I q.Circulation areas shall be designed so that vehicles can proceed safely without •ea • .,, ,-Z kL y W
© = PROPOSED SEWER GLEAN OUT CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL APPLICABLE CONCRETE posing a danger to pedestrians or other vehicles and without interfering with a, % IY Ui
Cl_ = CURB INLET PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITIES. LOADING l parking areas. ^Rn Col
W
;SDI = EXISTING STORM DRAIN MANHOLE DOCK �_ / 149 x I r.Parking spaces in areas surfaced in accordance with concrete/asphalt shall be m
THE CONTRACTOR SHALL CONTACT THE OWNER AND ENGINEER •• 11 97 appropriately demarcated with painted lines or other markings.
HDPE = HIGH DENSITY POLYETHYLENE PIPE 1 s.No obstructions are allowed within sight distance triangles located at driveway
RCP = REINFORCED CONCRETE PIPE FOR A REVIEW SHOULD ANY DISCREPANCIES BE DISCOVERED AT I // x • exits Q
FES = FLARED END SECTION THE SITE OR ON THE DRAWINGS. i `1 _ incompliance with Article 18 of the UDO Z
776.00 = PROPOSED SPOT ELEVATION I 1` 008 I u.NC erosion laws are administered and enforced by NCDEQ* }-
90P = IO" PINE (TYP.) UTILITY LOCATIONS SHOWN ARE FOR GENERAL LOCATION i °° x v.Applicable building,electrical,plumbing,and HVAC codes are administered, Q
PURPOSES AND COORDINATION ONLY. THESE LOCATIONS ARE NOT I ' 1 permitted,and enforced by the Chatham County Central Permits and Inspections
= EXISTING TREE TO BE REMOVED i D artment*
THE RESPONSIBILITY OF NEAL SMITH ENGINEERING, INC. I I 1 w.Applicable fire codes are administered,permitted,and enforced by the Chatham IISIAT Q
County Fire Marshall* Z
EXISTING ELEVATIONS ARE TO BE FIELD VERIFIED NKIOR TO ANY 11 EXISTING e� x.Stream disturbance approval is required from NCDEQ and USACOE*
OINNEfi� CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO TO I l 1 BUILDING
G ° x I y.Any variation to the approved plan shall be brought to the attention of the Town \ 1 -
THE ATTENTION OF THE ENGINEER FOR EVALUATION. BUILD \ • of Siler City Planning and Community Development Department for evaluation
BROOKWOOD FARMS I
1015 ALSTON BRIDGE RD. I I l F F E 5 7 2.4 6 " and revised plan submitted for review and approval. :1:ittiji:
PO BOX 277 I I pp�g 1 z.No garbage dumpster is proposed S •
I 4i \ ! aa. No retaining walls are proposed* /
S ILER G ITV, NG 27344 f1 "1 bb. No trees 18"in diameter or greater(DBH)are proposed to be removed* ,���� •,C :`�1 10
1 Il O�06 489 p� cc.Trees IS"in diameter(DBH)or larger shall be retained or replaced.if the owner ,,�.�`^• _ ,� �-
II is unable to retain or replace the large trees being removed,then submit a fee to �' ••• r'•'•
A A EA 37
S the Town that totals the current nurserymarket value for required number of large •
eREASE TRAP - -
�/ replacement trees plus associated cost of installation. S
�i �� CO I " dd.No new disturbance is proposed within the 100'vegetative buffer along Loves Creek*ji ° I \ - Ol-lJ-22 =�, x ec. Vegetative Buffer.A vegetated area that is undisturbed,not to be developed,
/- • •, c 1 •r •* and left in its natural state.For perennial streams,shall begin at the most landward �'.� �IYv� �.`�
• limit of the top of bank or the rooted herbaceous vegetation and extend landward '�i F ...................................................
�•`
S I E JURISDICTION:DATA I I x I on all sides of the surface water,measured horizontally on a line perpendicular to ������� E S \`�"� 1
SITE TOWN OF SI LER CITY, NG i the surface water. /
ADDRESS: 1015 ALSTON BRIDGE RD. / I ff. Prior to any fmal planning nspection approval: / 1 -1
AKPAR 17024 I 0 i.Submit actual as-built plan for all stormwater management facilities or practices `
DEED BOOK I PAGE BOOK 1834, PAGE 100 i 0• O ( after final construction complete* Z
CURRENT ZONING: L-1 m ii.Execute and record with the Register of a Deeds stormwater management facility
SETBACKS: I operation and maintenance agreement per a RELEASED >D
FROM RIGHT OF WAY 50' A
LOT BOUNDARY 20' I for
J
AREA: 18.046 ACRES I
CONSTRUCTION 1Y
O.5g8 ACRES I W
18.64 ACRES TOTAL Q-
Q
DISTURBED AREA: 16,c1725F(0.38 ACRES) E I I Q
ADDITIONAL IMPERVIOUS AREA: O5F/096 NET INCREASE 113/ 0 /
) """"�i, ' rr'- ( DRAJ'4N BY: W
N ; 2i,,,, `%/
A PORTION OF THE PROPERTY DOES LIE WITHIN FEMA DESIGNATED '��>,,,;,. ✓ / BGIN (-
FLOOD ZONE AND FLOOD WAY PER MAP143710876I OOK PANEL 8761 y 00; ' • SGALE: 0
ZONE X AND AE
10
` : r\r) Know what's below. AS NOTED 0
0Call before you dig. DATE.
II-12-21 z
I i
1 1 I x JOB NUMBER:
2100536
DRAWING KEY: 0
--
..I \. 5P-I I-

/ _j
-1>>y�•V�� 43--- u 1 y_L- GENERAL NOTES: IMPERVIOUS SURFAGE NOTE MOW.... ■,,. . N r '\
` r-, THERE WILL BE NO INCREASE IN IMPERVIOUS SURFACE AREA AS A w ■■� ■,��
q�� �� ' THIS MAP IS NOT IN ACCORDANCE NTH 65 41-30. RESULT OF THIS CONSTRUCTION. THE REGENT REMOVAL OF AN EXISTING ■■ ■�■�
� 14itlraIIriii% ilpv . 4,-', BUILDING WILL OFFSET THE NEW CONSTRUCTION. �ti° i■■� ■�►�i�' / Q
1•�rnrrr� ► ♦ �L,. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED BY ,■■■ ■��■�� �_
prir,!='�►►�1 ��l�t�♦jam �' �l j]�/�� SUMMIT DESIGN AND ENGINEERING SERVICES •■■■ ■ll ``�
OM in4rAtim•aim
320 EXECUTIVE COURT NET GAIN: 780 SF OF PERVIOUS SURFACE �■■ oP �' in
tow you =�•�••yt•••lows HILLSBOROU&H, NG 2�278 ii■■ ■r•■� Ay 174 -
...tan 0:5 iiiia■ ii f■■gill�i% 0 -- •8 CZ I-
�1 ADDITIONAL 51TE DATA TAKEN FROM 6I5, SITE INSPECTIONS, AND laj ■ a■ �IIIV EIP 583.5T47"E •� Z
441� DATA PROVIDED BY OWNER rrw ■��■ ■r���/�� _L27 18@
!/oAl�o fir■ . ■■ �■ �i � �� - - _ . - ` _ _ 7 .923 z
�••t ill II I- I_ I I THIS YKOPERTY 15 NOT A WATER SUPPLY WATERSHED. CHATHAM COUNTY A
.■1 � _. . _
,� BR,DGE R0. I .I' 1
IIr 5'nf I BOARD OF EDUCATION A.
1I1llIbi1!d1i!i" , filer -.I
N/F2
s ALST�N CONTOUR INTERVAL I' PIN 8761-07-67-0981 �ry� ■�=■■ pro V/ I EVERGREEN MOBIL HOME ES TA V ZZ
SFc (I /- (' EXISTING PID 84166 ■� .' / PIN 8751-02-88-5331 Z
o �L _ PROPERTY DOES NOT LIE IN A DESIGNATED FEMA SPECIAL FLOOD DB 321/317 SEWER0 ' ,6•. I I PID - 61486 - —
°y� 1 t--- HAZARD AREA. MANHOLE PB 11/21 �,/ 6/ // / --------1 I BOOK 1313 PAGE 728 o
S,<��F 1� I . ! / \\� _ - - == ? N 104 HEIDINGER DR. _ Z O
THE ENGINEER SHALL NOT BE RESPONSIBLE FOR SITE CHANGES TOP=548.73' ti� / / o CARY, NC 27511 ~
TO THE APPROVED PLANS. ANY VARIATION TO THE APPROVED INVERTS , A, I— 1 I- ^\ w a)
�$ -���■�■■■■ ■i�■ ■I� / �5 I —` ( o ZONING A-R [Y _1 O
•_uruum� PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER INACCESSIBLE pp L--- - -- ° W
moms L16 u1 �Q -• '""" ' .a� III( // I USE.• RESIDENTIAL
r- FOR EVALUATION OF THE SITE CONDITIONS AND RESUBMITTED O, _
VicinityMa SCALE: 1 =2000 FOR APPROVAL. /� ■NE■■ ■■ ..■■ ■■■■■■■.I k-T ~
P 4 L75 / L ■ ■..!i■� ■■■■■■amy / I
LEGEND CONTRACTOR TO VERIFY EXACT LOCATION AND SIZE OF / fi �j�I• ■■■■■■ III XISTING )--
EXISTING UTILITIES PRIOR TO CONSTRUCTION. `� �,2 tl 1 ���� �■alIII11111 SEWER PHAS 1 186 Q
i ���c���'�� MANHOLE C� 6.OGG J
= IRON PIPE FOUND _ I' L �1w/ TOP-547.81' EIP ROCK
• = IRON ROD FOUND CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL APPLICABLE ��� F i s i x I UJ
r i IN=537.71'
• = CONCRETE MONUMENT FOUND PERMITS PRIOR TO ANY CONSTRUCTION ACTIVITIES. �� G �` \ 111 z
IIIOUT=537.61' LOT I
• = PK NAIL FOUND � �' or i i � : �
THE CONTRACTOR SHALL CONTACT THE OWNER AND ENGINEER J�
o = PKNAILSET / - — \P _ _ _ 1
FOR A REVIEW SHOULD ANY DISCREPANCIES BE DJBGOVERED AT o - �i - - _THE SITE ORON THE DRAWINGS. :1..II]LIL "
i -PROPOSEDRIGHTOFWAY i� V i ss �- - - - I= BOUNDARY LINE �� �/' \ I �-_ - - \ i
UTILITY LOCATIONS SHON ARE FOR GENERAL LOCATION ----- �■ ■v��■�/ \ irii■�� 0
= ADJACENT PROPERTY LINES NOT SURVEYED PURPOSES AND COORDINATION ONLY. THESE LOCATIONS ARE NOT .�7IIIII �/ I„I � ss - 0 - i ! , w /
- - - - - • - - = EXISTING SETBACK LINES THE RESPONSIBILITY OF NEAL SMITH ENGINEERING, INC. .■�I■■■■ i s� ■■al■■fir - -�OH�\ _ I I N F
- • - • - - - - - = PROPOSED SETBACK LINES JII��I I/I III�I/,P / - - i 1, HENRY JOE PRICE
w r ♦ r s/ I PIN 8761-02-77-4748
- - - -100- - - - _ EXISTING CONTOUR EXISTING ELEVATIONS ARE TO BE FIELD VERIFIED PRIOR TO ANY III '/I MIIII .Jt s a / ' PID - 16997 W
100 - PROPOSED CONTOUR CONSTRUCTION. ANY D15GREPANGfES SHALL BE BROUGHT TO TO Er dir iliorm, r /i r ____, , ' BOOK 465 PAGE 352 Ww = APPROXIMATE LOCATION OF EXISTING WATERLINE THE ATTENTION OF THE ENGINEER FOR EVALUATION. .' j + • \ _ I 1940 ROGERS AVE. SE B16 c \ Z... ■■■■■�r�► f
6500 SF OF EXISTINGOn
6WL = PROPOSED 6 WATERLINE z � ►, � � 11 'ROPOSEr x ( N � WARREN, OH 44484 Z
GAS = APPROXIMATE LOCATION OF EXISTING GAS LINE '' t 1111 � BUILDING REMOVED �ss = EXISTING SANITARY SEWER LINE `� � ` s BUILDING o ZONING R-10 l L1
■� TO BE SEEDED . x I o8SS = PROPOSED 8" SANITARY SEWER LINE / �J �''�I ►I�IQ/IiI� 2zz W 4973 SF (0 rr, USE: UNDEVELOPED
- EXISTING EASEMENT ----/ - �� ' �r �' I�!De�!��I� I r
E 572.4' ' ' I O O- ���� - _ ' FLOOD ZONE AE L I `� '
- = t•'i�OPOSED EASEMENT � ' ►I'I��I'I�! ( O
oHu = EXISTING OVERHEAD UTILITY - �' - I■■- �oOVV.4KK I . x
uGu = EXISTING UNDERGROUND UTILITY /--- w j■m■■r >/ ''I‘%I%,I♦'• I I� ' I
BROOKWQIN FARMS e' ��•'4
/ PIN • ♦ ♦ ♦ x
i oForI I/ AI 4 I Zit-CZ
wEr = EXISTING WETLAND LIMITS - i i n N � ♦••'•� ♦
x x x = EXISTING FENCE - ___-- ". i 0 6 ��
X X X = PROPOSED FENCE 8761-1 1-67-9572 II I I I�� � iO o PID 17024 I♦1I�I�.4, j I I EXISTING ` ` � O
4" 'r i Z / DB 1834 100 �'�I♦�I i4'�1 BUILDING 1x f-
4SS = PROPOSED SEWER SERVICES2WL = PROPOSED 2" WATER SERVICE ! / /•,, , '•, -
o
PB 2020/160 I'//.�I�'I"O r FE 572.4: -x 1
• •= LIMITS OF DISTURBANCE w FLOOD ZONE X ►,:I•♦..•/-.i I ' �r4W- 1
= PROPOSED SILT FENCE EX II . , iQF ,'i:ll'!Tili:::
O
1D-> —= PROPOSED TEMPORARY DIVERSION �E R - I I I FUTURE j� I X z I 0 c ,� I-
• EXISTING STREAM GENII=RLINE M 'HOLE a �gING i 1 cv `:-• - • - - •- - - = EXISTING SOIL ROAD TOP- 8.6 SFO ti BU Z ��" i1 �, 0 0 0 ���i,�ll,ll: Z-- -- -- -- -- -- -= EXISTING GRAVEL ROAD i EN�„ `,1>�tf imi } I :c
= EXISTING LIGHT POLE /NA( _ c I PHASE 2I-
= PROPOSED LIGHT POLE - - I 35 W PROPOSED 1920SF ADDITION r� E.
= EXISTING UTILITY POLE , 5134' 5T I 3 3 AN ADDITION
TIOWILL IMPERVIOUS BE PLACED SURFACE OVER t1 • K
= PROPOSED UTILITY POLE -``' r S83'O9'04"E- A8$• �-HNV 562.!6'
z = EXISTING WATER METER N ,� ��' ,��� 197.02` F N io
E- = PROPOSED WATER METER o ,,AOVII UTURl -
o
■ ` BUILDING
�a _ EXISTING WATER VALVE z •�*,I,�� ki ° 1 000 �F r N 0 ~
►r PROPOSED WATER VALVE ` �' : .c., , •M o N PHASE 3 Q= EXISTING FIRE HYDRANT ' ' -1200DSF BUILDINGS _ 1 ::' p W= PROPOSED FIRE HYDRANT©S = EXISTING SANITARY SEWER MANHOLE I (FUTURE) -e =562 96' 182 v U
562.9: I , e�
•
= PROPOSED SANITARY SEWER MANHOLE I ',,, EXI- - ' - '.920 �' N : (]= EXISTING SEWER GLEAN OUT r ? I STORM MANHOLE I' FIP 40' PRIVATE R/W y 0
CO = PROPOSED SEWER GLEAN OUT , / TOP=569.44' ( ;n & EASEMENT4. y y L2�
C1 = CURB INLET �� 6� 56: 7 0 ,08 DB 465/52 a m c cq•E x N W
;SD! _ EXISTING STORM DRAIN MANHOLE ' n : • 0 T(:��' '.1 /1 V) 55 J 7✓� _ _ _ a Q fY
HOPE - HIGH DENSITY POLYETHYLENE PIPE
RCP = REINFORCED CONCRETE PIPE ! / / EIP W
M
iN 569.16' i I i�
/0-
_
FES = FLARED END SECTION I W / I-
{ 776.00 I = PROPOSED SPOT ELEVATION ' 7.- o' N 1/ o in O
10P = 1O" PINE (TYP.) STATE OF II I olir Z
NORTH CAROLINA z w o r �I ' 1 °O
EXISTING TREE TO BE REMOVED ' q N I z Q EXISTING 7 MARTIN
PIN 8761-1 1-67-027.
CANNER
*DER PID 79402 N o j'I� YARD INLET
�`lL r� TOP=573.99' HOWARD
LENNIS
DB 254/461 I t ` o N� 1♦ rrr�"� t 18 S8314'54"w` HO A D3[Sk BROOKWOOD FARMS * z ,`o ,r,� -CtUT=572.95' - 1�
I C` : .�.74.96' EST
rn z o ��� EIP PIN
1015 ALSTON BRIDGE RD. PID
PO BOX 277 ! -- N N • 8761-1 1-7 -2251
SILER CITY, NG 27344 N - ' I `O w LENNIS 3 '= V
��n I ; HOWARD m DB in / Z_
SITS DATA z I o �' LIFE y 1975/810 S.111
O
51TE JURISDICTION: TOWN OF SILER CITY, NG I I - FIRI EST PB �� "'• Z_
ADDRESS: 1015 ALSTON BRIDGE RD. I PIN 98 OTi 7 ����••�`� ,• ••RQ W
I - LU
1 ---a"�a�;cii;; 876i-11- 77-i165 - .
DEED BOOK 4 PAGE BOOK 1834, PAGE 100 I
I rrnrnnrr PID 1 •° W
N : -I • II io • GRAVEL PARKING 3 17019 '.' Z
CURRENT ZONE G L I I o EXISTING NZNI o 1975 810 $ o
SETBACKS: 5B
FROM RIGHT OF WAY 30' I o • CONCRETE PARKING YARD Ps 11 Z
NLET un 01-11-22 =
f 1041 - °•``wcrrQ`°
LOT BOUNDARY 20' I I _ z ,,.` 2020/65
AREA: 18.046 ACRES I - I "�I INV=565.31.' 11@ N83'49'42�553.322 '
O.SgB ACRES I a+ a� 116 N82'38�E Eg 40' (TIE) EIP --'���q�.°•E•5�1����%`,,
18.64 ACRES TOTAL �' I " M J z' '75.24'
0 17 S83'3s`41'W "t TIE) EIP NAIL t� BASE `, ''''' ••''�
DISTURBED AREA: IB,q-125F(0.38 ACRES) I ; I
_�•� r.................. ,i INV--�561.16'
•
.
\ / —I
ADDITIONAL IMPERVIOUS AREA: OSF/0% NET INCREASE `.: o I _
' -- 5831715"W 379.89 ILI
12�
A PORTION OF THE PROPERTY DOES LIE WITHIN FEMA DESIGNATED I r —` '"' RELEASED LL
FLOOD ZONE AND FLOOD WAY PER MAP#37f0876100K. PANEL 876I % W- pi'32"W �' "E 419 8p• O
ZONE X AND AE __t4r 578 r1__ - -----
83 O7
583pW 349.65' , ____ - - - CONSTRUCTION DZ
•
0
L=73.77, R=28•'39`
H=S82'3508'W ` ...1
PHAS I NC' NOTE: 73.77' •- iz
...r.. D1ST=
THESE PLANS ARE FOR CONSTRUCTION PERMITTING FOR PHASE I ONLY. N0455'23.E H R=2864.79` g837o'35"W 366.80` —" �. �. �""�! 0 60 120 r 1
y.,., , I I Feet DRAWN BY: 2
SHEET SP-2 IS TO SHOW THE PHASE I AND 2 WILL NOT INCREASE THE 30.01' tii.................7c:C9vg7 W �.. ..• ����,,,,,,, /// ��
_ 3a'S7"
IMPERVIOUS AREA AND PHASE 3(FUTURE) MAY INGREASE THE IMPERVIOUS Sp ST=79.97' —. �+.�" SALE:__-- P�5 NOTEDAREA. _----- _PARKINC� DA�T�4 a Know what's below.
v
MANUFACTURING-FOOD PROCESSING CaII before you dig. DATE. Z
REQUIREMENT: 0I-II-22 -
JOB NUMBER:
I SPACE PER 2 EMPLOYEES ON THE MAXIMUM SHIFT Q
165 EMPLOYEES ON THE MAXIMUM SHIFT 2100536
S5 _ (82.5) 83 REQUIRED
DRAWING KEY:
ii
q0 SPACES EXISTING 5�_2 1 I-

.,f , `I, �• \ EXISTING UTILITY NOTES: 4
,��',��`��'��►`� \ 52LF OF IB HDPE �� x w
sq',���� �, U / I. THE EXACT LOCATION, DEPTH, AND SIZE OF Z
�,_14111 '' 0.�5� SLOPE `� / UNDERGROUND UTILITIES SHALL BE FIELD DETERMINED
Vel="""'��■I ►� POSSIBLE SEWER LINE
�■"u���rn■. - .++�.: BY THE CONTRACTOR. IF ANY UNDERGROUND UTILITIES ___l Z
-�t t ARE DISCOVERED WITHIN THE BUILDING ENVELOPE, THE �-
+on,.�r + �Ally
... � LOCATION. t
�� 1����� i�,`�' +�e;,►� *■�� GRAVEL t x CONTRACTOR SHALL CONTACT THE OWNER AND _j �}
•;,r■i�� Mould.iri..��� ,r EXISTING GLFANOUT t \,(
ENGINEER FOR REVIEW AND REROUTING. 0 OZ
..tva TO BE RELOCATED LOT '' X Q�
CONFIRM RM INVERT AN e 2. THE CONTRACTOR SHALL CONTACT THE OWNER AND I-
.��' ENGINEER FOR A REVIEW SHOULD ANY DISCREPANCIES Z
7•,+,~�>ONO
ORIGINATION PRIOR TO \ I I 1I 20 DISCOVERED AT THE SITE OR ON THE DRAWINGS. 0
•o/ � I _ CONSTRUCTION 5OLF OF IS" HDPE ` Feet \`_ EXISTIN6 UTILITY `\
DN BRIDGE RD• ,t� 0.15% SLOPE SERVICE 15 TO BE 3. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR SITE
s \� -� ` CHANGES TO THE APPROVED SITE LAYOUT PLAN. ANY V Z_
s f RELOCATED �\ c.} VARIATION TO THE APPROVED PLAN SHALL BE Z
Fc NEW NLET NEIAI INLET Z a \ Q _�
GI cD <c N BROUGHT TO THE ATTENTION OF THE ENGINEER FOR
° _ 2 �—`�— TOP=565.00' TOP=565.00' ` zfY E
t y� /� �_- x EVALUATION OF THE SITE CONDITIONS AND RESUBMITTEE W Q
(I��� „,„III,�� i 1 1_ INVERT: 560.87' INVERT: 560.48' \ ` FOR APPROVAL. Q
t - / --.__ __ _ _.__.__.__.__._-- x 4. PIPE SEPARATION: THE FOLLOWING MINIMUM PIPE IL
(Y Q
1---
- \ SEPARATION WILL BE MAINTAINED: 18 INCHES VERTICAL U i-
SEPARATION BETWEEN GROSSING OF STORM SEWERS. 18
Vicinity Map SCALE: 1"=2000' -- - ` - - - - - I EXISTIN6 •\ — - X X INCHES VERTICAL SEPARATION BETWEEN CROSSING OF N T
"
_ _ - - - - - EXISTING UTILITY I �6��ATGH BASIN ��` �- -�� \ SEINER (INCLUDING FORGE MAINS) AND RATER MAINS, 24 4 Q
SERVICE IS TO BE INCHES VERTICAL SEPARATION BETWEEN SANITARY Z Q
LEGEND: RELOCATED •••••• ............ NEW 18" HDPF TOP=563.20 \
• ... ... , I N=561.26 / , SEPARAT BSEINER AND E WEEN SANI ARY M SEINER, AND SEINER (INCLUDING L }
• / (Y -
• ••I•I�I.V. fi T;•.60.24 1N-560.35' FORGE MAINS) AND WATER MAINS.
�• = IRON PIPE FOUND ,_ JC` .... ....... .....
• - IRON ROD FOUND d� OUT=560.14' \ x
■ = CONCRETE MONUMENT FOUND , ,- _ _ * (IF IT 15 IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL Z_
- NEW IN=560.25' ' AND VERTICAL SEPARATION AS DESCRIBED ABOVE OR Z 1
A = PK NAIL FOUND - ' , ANY TIME THE SEWER IS OVER A WATER MAIN, BOTH Q <
o = PK NAIL SET EXISTING _ \ LINES SHALL BE OF FERROUS MATERIALS AND PLACED
- - - - = EXISTING RIGHT OF WAY DROP INLET ` •. •
x A MINIMUM OF 10' ON EACH SIDE OF THE GROSSING.) Q
—-- --—= PROPOSED RIGHT OF WAY V11111,..--.
• �l����.TOP=564.23sT -
= BOUNDARY LINEmi �'• 1 5. THE CONTRACTOR SHALL CONTACT THE POWER GO., GAS
— = ADJACENT PROPERTY LINES NOT SURVEYED IN=561. 16J • U �- .,� �.: �. .'. III "' ma 00, j \**.'• 562' .may \ x GO., AND TELEPHONE GO. FOR THE EXACT LOCATION OF I-
EXISTING SETBACK LINES "` �t i' "m um �-•'- - - ALL UNDERGROUND WATER AND SEWER MAINS, GABLES, J
— — — • — • — = OUT=561.06� ,\�•,iii. - • I or+u- X OR LINES BEFORE CONSTRUCTION BEGINS. \ J iiit
- - - - = PROPOSED SETBACK LINES t /
TO BE REMOVED
- - - -goo= - - - = EXISTING CONTOUR • i Hu OHO
HU 6 /
t — —
100 = PROPOSED CONTOUR _ _ --- — ,• .......o. :.:a:.::.::� i , t D —
1 ••, �,.; DH_ ALL EXISTING UTILITIES SHOWN ON PLANS ARE Z
4.
w = APPROXIMATE LOCATION OF EXISTING WATER t 17-..:77stitit:t;-,itit-.t.....,7.-
._.-.....s.............:.....,-..••--..-----
•♦ N APPROXIMATE LOCATIONS ONLY, EXAGT LOCATION, 3 3 Q
DHu oHu •:I ' SIZES, AND MATERIALS ARE TO BE VERIFIED IN THE Z
6WL PROPOSED 6" WATERLINE 111:i.-
r.�► ; DHu N ,---„ ........'.„,r. .
xFIELD BY GONTRAGTDR.
WGAS = APPROXIMATE LOCATION OF EXISTING GAS LI •,• : - - . - - - 9' ti
: / '; t z to Wss = EXISTING SANITARY SEWER LINE --- -DHu OHll I ` z ! 7. THE CONTRACTOR SHALL COORDINATE THE OVERHEAD o o =
'I CPOWERLINE RELOCATION WITH THE UTILITY PROVIDER. - ry C ~8SS = PROPOSED 8 SANITARY SEWER LINE i= EXISTING EASEMENT STAIRS TO TIE INTO EXISTING GRAD•"' 1 / i 1 i O
- - = PROPOSED EASEMENT +"'•'►: ��•: / 4; t 4 ; ‘Y(1 •• Q/
CONFIRM LOCATION WITH OWNER
DHu = EXISTING OVERHEAD UTILITY \ u-
45LF OF 18 HOPE— ,•.
u611 = EXISTING UNDERGROUND UTILITY I 572.54'/ t !�► - -- 1 HDPF _O
WET = EXISTING WETLAND LIMITS — — --0-.T6 9' '►LOPE '` 4'
x x x = EXISTING FENCE — — — -
�► i=:� - 1l111E5 , x TOWN OF SILER CITY NOT S \ J
/ . ; C
X X X = PROPOSED FENCE l , r ' N 1 t X \ a.Call 811 before digging to locate utilities* , - \ N
4SS = PROPOSED 4" SEWER SERVICE , �r , �� 1, tt x b.All on site driveways,sidewalks,parking lots,and entrances/exits to buildings .� r+ ���•
2" EXISTING I o, I �• ., ' shall be sufficiently and adequately lighted to ensure the security of �• ��.-
ZWL = PROPOSED WATER SERVICE .. I• / Ss - ro ert buildin s and the safer of ersons. Ei
+/��• '
•= LIMITS OF DISTURBANCE DROP INLET • -- --'" , 1' 1 •.:I `• � � �. Y� ° P P Y g Y P ,' :��'�, • _
' I i ; t c.On site lighting shall not unnecessarily illuminate any other lot or public street. . ���
$F = PROPOSED SILT FENCE SOP-_5�j5 IS �� 1, 572.44 ; 1 i \ d.All tree and shrub installation shall be in compliance with Appendix E of the `,,
'D— = PROPOSED TEMPORARY DIVERSION 562' , • ,;- 1 ; 1 \ UDo. �� sI 1 l',11U,;"' :t 's=
IN=56 I.�JJ p } ; I c e.To the extent practicable,the development shall conform to the natural contours �`n;;;n',lll;l;i it ;;
• •= EXISTING STREAM CENTERLINE o / :.' +� „iii Niol Z
OUT=561.22 1 1 \ \ of the land and natural and preexisting manmade drainage ways shall remain sue
- _..--.-._-..-. EXISTING SOIL ROAD ;__.
_� •�
1�� �1 \ undisturbed.------ -------- = EXISTING GRAVEL ROAD -a I$ " §I ttf.This development must be provided with a drainage system that is adequate to �♦TE /, IEXISTING 18 HDPE i= EXISTING LIGHT POLE E tprevent the undue retention of surface water on the development site._ CO C i IS TO BE REMOVED / g- ) * ••d' ; , t No surface water ma be channeled or directed into a sanita sewer.= i'i�OPOSED LIGHT POLE ( (�+ 1;�: 1 / th.Whenever practicable,the drainage system of a development shall coordinate withjLil = EXISTING UTILITY POLE — L C�� . I1 t \ and connect to the drainage systems or drainage ways on surrounding propertiesUL - PROPOSED UTILITY POLE E_ f X 1 ;4.
1 DOWNS OUT�1'P.) or streets. O
I ==_ / •: I \ o i.Constructions specifications for drainage swales,curbs and utters,and storm
® = EXISTING WATER METER DOCK `� ,_ _ 1 . EXISTING IS" HDPE ; I \ (I) S0/ P gg cam. _
1 A- drains are contained in Appendix C. V I--
�-- = PROPOSED WATER METER •••• / ° 1: 15 TO BE REMOVED / 1 tt / j.The development shall be constructed and maintained so that adjacent properties h gXI = EXISTING WATER VALVE 1 �' ; tare not unreasonably burdened with surface waters as a result of such �•- °'� Ne' oN - i�i�OP05ED WATER VALVE III •• ' > ; �rI t developments* a toi.! N o°�p �' N
1; I t k.No development may be constructed or maintained so that such development m U h °p M W
= EXISTING F IRE HYDRANT TEMPORARY INLET PROTECTION(TY itn I I /— t \ °•
�. = PROPOSED F IRE HYDRANT 1': ''Ii t unreasonably impedes the natural flow of water from higher adjacent properties `e•� b .� (�
+. o across such development,thereby umeasonably causing substantial damage to �'" ? . U m
© A
= EXISTING SANITARY SEWER MANHOLE v �, �''; t higher � Q o'���f such hi *r p4
Ill = PROPOSED SANITARY SEWER MANHOLE TEMPORARY SILT FENGE(TYP. „/ 1 1.No development may be constructed or maintained so that surface waters from } 0. `'---N y
= EXISTING SEWER GLEAN OUT 1, I� ! \ such development are unreasonably collected and channeled onto lower adjacent t, y y y
•— 12" ,h� 1 properties at such locations or at such volumes as to cause substantial damage to .�1 d : -
CO
= PROPOSED SEWER GLEAN OUT PINE ,. • /� �� :;1such lower adjacent properties.* R
C! = CURB INLET 8 n POP I� <•,; ./---, t CZ
m.Stormwater control facilities shall be maintained by the developer.* a O a
;SD; = EXISTING STORM DRAIN MANHOLE !:: 1 \ n.Vehicle accommodation area surfaces shall be kept in good condition(free from ''� J_L!
TO BE REMOVED BUILDING •; ,�/ o\ \
potholes,erosion.dust,etc.). j�
ypPE = HIGH DENSITY POLYETHYLENE PIPE PROPOSED c o.Vehicle accommodation areas of all developments shall be designed so that d CD
RCP = REINFORCED CONCRETE PIPE I
,•' t sanitation,emergency,and other public service vehicles can serve such Q
FES = FLARED END SECTION / • 11�1 - 1 „ developments without the necessity of backing unreasonable distances or making �j•
776.00 I = PROPOSED SPOT ELEVATION °; ? ; ; 4 SANITARY 5 WER.y,�iLEANOUT other dangerous or hazardous turning movements. [[++
„ GONNEG T TO EXISTING SEWER L l NE ;a: 5 7 2 . 4 6 I ! p.Every vehicle accommodation area shall be designed so that vehicles cannotz
)-
1oP = 10 PINE (TYP.) 4" SANITARY SEWER GLEANOUT ',` FFE l
, --_ • extend beyond the perimeter of such area onto adjacent properties or public
= EXISTING TREE TO BE REMOVED 4 I; rights-of-way.Such areas shall also be designed so that vehicles do not extend
• ' (M—T\TCHE X S T N G ASE INTERCEPTOR over sidewalks or tend to bump against or damage any wall,vegetation,or other aSk Q
1abstraction.
I •:' \ z
I :.; \ q.Circulation areas shall be designed so that vehicles can proceed safely without
/�,w'��� �O� It
1 ___ posing a danger to pedestrians or other vehicles and without interfering with
l/1'`4 4" SANITARY SEWER GLEANOU Is1 I parking areas. ` �/
BRDOKWOOD FARMS �b — '`
1';�; _---- --�— � ; r.Parking spaces in areas surfaced in accordance with concrete/asphalt shall be Z
1015 ALSTDN BRIDGE RD. appropriately demarcated with painted lines or other markings. /
—
APPROX APPROXIMATE LOCATION O 1l 1 C0 • s.No obstructions are allowed within sight distance triangles located at driveway
PO BOX 27'7 \i:1
. , 4 PVC TO EXISTING
SELER CITY, NG 27344 EXISTING SEWER LIN' I �` yl • exits „ ,f
51 ZE AND LOCATION 0 •I t , ---569' GREASE INTERCEPTOR o t.All signs shall be in compliance with Article 18 of the UDOYg
l } 1Il • u.NC erosion laws are administered and enforced by NCDEQ* /0•S:
f,:.-1.
�'.,BE FIELD DETERMINi D I I•/ / / - i 11 v.Applicable building,electrical,plumbing,and HVAC codes are administered, � + . W
::, r I ; �� permitted,and enforced by the Chatham County Central Permits and Inspections o w
q ;;, is l W es{ Department* • • r Z
tii
; 1U', rCJ O O w.Applicable fire codes are administered,permitted,and enforced by the Chatham 0
5' WIDE CONCRETE SIDEWALK .I � rn — / County Fire Marshall* * �� 19311!� �.-_ 6 x.Stream disturbance approval is required from NCDEQ and USACOE P° 1 11-Z
GONNEG T TO EXISTING SIDEWALK _ • 9 (�„r /` y.An} variation ko the approved plan shall be brought to the attention of the Town °°° to
SITE DATA III1 I of Siler Cit}Planning and Community Development Department for evaluation •.,� TTPfff� ,,sii mu j:
.• ;1 •
• and revised plan submitted for review and approval. �'s,,�[°vE°SM,rrrr
SITE JURISDICTION: TOWN OF SILER CITY, NG ;4: I DOWNSPOUT(TYP.) 1 z.Nogarbagedumpsterisproposed \ '' ��` LD
ADDRESS: 1015 ALSTON BRIDGE RD. I D I `I > I' } \ \ \
aa. No retaining walls are proposed*
ADDRE 17024 { ; �, \ ) /
bb. No trees 18"in diameter or greater(DBH)are proposed to be removed*
\),
REMOVE EX GONGRE E 1
DEED BOOK PAGE BOOK 1834, PAGE 100 4 II` ' I O, cc.Trees 18"in diameter(DBH)or larger shall be retained or replaced.If the owner J LJ
CURRENT ZONING: L-I SIDEWALK. EXTENTS TO �1 �� ;I is unable to retain or replace the large trees being removed,then submit a fee to Z
I
, the Tovcm that totals the current nurs market value for re uired number of tar e �
SETBACKS: CO ^ I 1 TERMINEn. ;h ,: _ s q g RELEASED
Iv K [_ a ;� — 1��11; c replacement trees plus associated cost of installation. Q
FROM RIGHT OF WAY 30' A ;, — — " �..mmin M_ \ 1• dd.No new disturbance is proposed within the 100'vegetative buffer along Loves
LOT BOUNDARY 20' ;' I _ ,��mom mirf♦� ��■■■■■■•O Creek* for )-
AREA: 18.046 ACRES LOADING I ��1±P5SI1MOM ■■� �� ee. Vegetative Buffer.A vegetated area that is undisturbed,not to be developed, ~
0.5g8 ACRES I ■■�11'?II■■■—'���■■���'�,,,,�'r' and left in its natural state.For perennial streams,shall begin at the most landward CONSTRUCTION `-
D \K I • II■■■L i 11■■■�■■■ ■■m_�■■■■■cF4':a'— \ W
wsilli.
l8.64 ACRES TOTAL ■■■� I'I■■■�■■■ !!! !�w'-�"�` fp.
_ M i 10 NM III MN —-_—_ ••••=••* on all sides of the i limit of the top of surface r water,the measured horizontally ton aion an e perpendicular
landward
t
DISTURBED AREA: 16,g725F(0.38 ACRES) EXISTING GRADE 5�12.28' \ `- =:17rAimmi the surfacecvater. J Q/
ADDITIONAL IMPERVIOUS AREA: OSI=/O% NET INCREASE ARK INC� ATA c i. Prior to any final planning inspection approval; 1�
` i.Submit actual as-built plan for all stormwater management facilities or practices / DRAWN BY: 1 w
after final construction coin fete* • `
NUFAGTURING- DOD PROCESS' P
A PORTION OF THE PROPERTY DOES LIE WITHIN FEMA DESIGNATED I 1 \ — ii.Execute and record with the Reg*is
of Deeds a stormwater management facilityI3Gi' I
FLOOD ZONE AND FLOOD WAY PER MAP#3710876100K PANEL 8761 ! I QUIREMENT: * g
operation and maintenance agreement per '249. SCALE: [�
ZONE X AND AE �/1 i-• I / / J SPACE PER 2 EMPLOYEES ON TH MAXIMUM SHIFT
572.44' 5 EMPLOYEES N THE MAXIMUM HIFT A S NOTED
) \ 1 \ 1 \ \ _ (82.5) 83 R UIRED DAB, Z
I \ \ \ \ \ O SPACES EXIS NG 11-12-2I
REPLACE DEMOLISHED SIDEWALK o JOB NUMBER: jY
Know what's below. ; \ I TO NEV' DOOR. 2IOO536 Q
\ Call before ou�di . f �` \
Y 9 _ „ 1 \ \ I DRAWING KEY:
-f G-I II-

1 f N _J
W
Q
Z
4.0' Max
Hill-- 1L1
CZ
[1Ici-5uage Hardware Cloth '• Posts
Q 1/4' Mesh Openings1:1 /
#5 or #57 Stone Dewatering Z
Fabric-. ". - - °• Excavate for Sediment Goncrete Block 0
2.0' Q . Q ?..� Gapture
i6" .- ��� �•P.. - •O• .•••000o •III,Oka•.ar
=1 I r I I •�i t...a.`0 I /- I-I I .sir: �n l4 t�p 04j� o { �l
1 =1 -i l I o = L 1 i� 0-1 I- I , 2I0, I -1 I II; `� ��A�� B ; z
7=11I- i I I-1 f I_I I l i I I„ I I I I I �I I -1 I I- I I=� •
°�°° 08 I i ii��18'„' °
11-� , ,-, 11-11I 111 r I I III 1 -II ,- II- ••i! ��a�rir ii -� r
-11 I-11 I-11 -111-11 - I 1=1 11==1 1 11 I-1 ( 1=' .'.'. + :•.'•j•.. �;�:•..� '. - ~
i i I-III •
II _I I-i I 8° .•i• ■1,..
!;� ;• •! ; DI I-
W I-
%
N.
uried Fabric •• ;•�! ••� • Ct
Mln. tie Apo �•. In 0
•.se.• • o�o moo °❖• � •
2.0' Q NOt6: oc moo« i-
N
#57 Stone SECTION A-A Block and Graved protection Q
- I I I n to be used after the streets 2:1 Slope, Gravel Filter
� �� i.r � � � eii0 _ are paved for to >
A 4-1074' 4:•Y - '` �- A _ p wire Screen GOnStrUGtiOn �lOtE35:
�' '� •:.• •.•.�.•.•`�:'410.1". stabilization of adjacent
4!•• Iot iiiareas. [-Temporary Sediment pewatering I) Catch Basin Design Specifications to Latest ASTM G-q13
0 .�4 a,..s.- .~pz1""^�: itato - _ 1 ,• Specifications For "Precast Concrete Water and Z
h1 i `s 1 • - , .;� :!°.•• = = Wastewater Structures" and NCDOT Standards.
'�' I I Min. �-....,
..,:� INLET �. �'.�4•'�� in 2.) Concrete Compressive Strength 4,000 Psi Minimum, CZ
,A4 ...t,4 2' Max. ::."S si'•'
I 1,111-I I I-il • 401010101101
;e1r eIr 3M�,., .. 3.) Steel Reinforcing Design to Conform to the
�J-' 11-I b�I I I���I I I�
A.:
_If IIIIiII III� �-1 ae
���.� ��� .,,Op Sediment ` �,-1>�� Requirements of ASTM G-8a0 Specifications for Grade 60 1
'Y=•' • 041,....r.s •140t• :• •�'• W11=1 Re-bars conforming to the Requirements of ASTM A-6I5 or H
dPhTfSA � � �•.P�SfS Construction Specifications:
Construction Specifications: l''s'-*`-*'4-`" �s: WWF Conforming to the Requirements of ASTM A-185 or )
Uniform) grade a shallow depression approaching I. Lay one bloj k on each side of the structure Maintenance: LU
y 9 P PP g PLAN on its side on the bottom row to allow pool
Inspect the barrier after each rain and make �� W
Maintenance: P repairs 05 needed.
draina e. The foundation should be excavated ` Z
Drive 5-foot steel posts 2 feet into the ground Inspect sediment fences at least once a week and at least 2 inches below the crest of the storm Remove sediment as necessary to provide adequate \ 4.) Additional Reinforcing at Openings.
surrounding the inlet. Space posts evenly around after each rainfall. make any required repairs drain. Place the bottom row of the blocks against storage volume for subsequent rains. Z
the perimeter of the inlet, a maximum of 4 feet immediately. the edge of the storm drain for lateral support 5.) Designed For H-20-44 Loading. ILI
Should the fabric of a sediment fence collapse, tear, and to avoid washouts when overflow occurs. When the contributing drainage area has been
Surround the posts with wire mesh hardware cloth. decompose or become ineffective, replace it promptly.lf needed, give lateral support to subsequent adequately stabilized, remove all materials and any N N =
Secure the wire mesh to the steelposts at the rows byplacing2x4 wood studs through unstable soil, and either salvage or dispose of it 6.) Steps Required on Catch Basins Over 3'-6" in Depth. o O
replace bur la every60 da s. 9 9 P F
top, middle and bottom. Placing a 2-foot flap of P P y block openings. properly. Bring the disturbed area to proper grade, Steps Shall be Steel Reinforced Copolymer Polypropylene t N
the wire mesh under the gravel for anchoring Remove sediment deposits as necessary to provide 2.Garefully fit hardware cloth or comparable then smooth and compact it. Appropriately stabilize Plastic and Meet the Requirements of ASTM G-478. w I
is recommended. adequate storage volume for the next rain and to wire mesh with I/2-inch opening over all all bare areas around the inlet. fY tY Q
Place clean gravel (445 or #51 stone) on a 2:1 reduce pressure on the fence. take care to avoid block openings to hold graver in place. CZ
slope with a height of 16 inches around the wire undermining the fence during cleanout. 3.U5e clean gravel, 3/4-to 1/2-inch in 7) To be Field Adjusted Using NGDOT Approved Methods LL
and smooth to an even grade. Remove all fencing materials and unstable sediment diameter, placed 2 inches below the top Z
deposits and bringthe area tograde and stabilize of the block on a 2:1 slope or flatter and 8.) Pipe Penetration to be asper Job Requirements. Pipe
P smooth it to an even grade. DOT #57 washed wP L,° 6" Lcp• P O `�
Note: Bottom of filter fabric must be placed it after the contributing drainage area has been lac �� to be Installed by Contractor as per NGDOT Requirements I--
in trench and secured by either properly stabilized. stone is recommended. Amy y for Mortar Joint Connections. Q
backfi111ng with soil material and 4.If only stone and gravel are used, keep the slope Jd dyes IV
tamping or by placing washed toward the inlet no steeper than 3:1. Leave a min. WI
I-ft. wide level stone area between the structure 6, cl.) Frame, Grate, and Hood per NGDOT Standard Detail �I Q�
stone to a height of 6" above p '1./���'�
ground level. and around the inlet to prevent gravel from * 840.03 or as Otherwise Specified. To be Supplied by Is. �``'��
entering inlet. On the slope toward the inlet, use Either G.P.G. or Customer Supplied. `
3 inches in diameter or larger. On the slope away
from the inlet use 1/2 - 3/4-inch gravel (NGDOT
���.ai�`�III I,till,
#57 washed stone) at a minimum thickness of I ft. 10.) Joints to be Sealed With Butyl Rubber Joint Sealant '' ,�; I
+°,..,•:i111IIDl it
m Conforming to the Requirements of ASTM G-qq0, or Motor r ,,,,, � W
b as per NGDOT Requirements, or Both. �=
TEMPORARY INLET PROTECTION II.) Diameter of Pipe Catch Basin Will Handle Varies." •. ""` CZ
6 v K
Scale: None ' 12.) Total height per job specification. . �'
t-, O
13.) Joints to be sealed with butyl rubber joint sealant �`` U
111111011111
� conforming to the requirements of ASTM Gg00, or mortar co
as per NGDOT requirements, or both. N N Go o H 01Q
o: 0'o rr
Access windows 'el % " t C▪ I
All 4 Sides • > a b c• • =
I M W
_Steel posts 8' O.G. Max. Spacing(5' min. length) G RAT I NL T DETAIL ' ' le:-1'
in
Construction Specifications: -,- ire support fence ("hog wire") `� I-
' Scale: None z0
I. Construct the sediment barrier of standard strength or extra strength synthetic liter fabrictc,
filter fibers s ass: ,_
Bottom of wire fence and
2. Ensure that the height of the sediment fence does not exceed 24 inches above X filter fabric buried in a
the ground surface. (Higher fences may impound volumes of water sufficient to a 8"Dp.x4"1"id. excavated trench
cause failure of the structure). E (�
3. Construct the filter fabric from a continuous roll cut to the length of the barrier 1.71 Temporary diversion Swale Z
-111-11 1-i i i-1 u- . I ,mI I II
to avoid joints. When joints are necessary, securely fasten the filter cloth only at a II II Tl-fl`` III-1
support post with 4 feet minimum overlap to the next post. E111=11= � 11 `j
4. Support standard strength strength filter fabric by wire mesh fastened securely ll f I II Steel post driven Z
to the upslope side of the posts. Extend the wire mesh support to the bottom of 24" into ground S E
IN-
the trench. Fasten the wire reinforcement, then fabric on the upslope side of the - ‹ ��
fence post. Wire or plastic zip ties should have minimum 50 pound tensile strength. Maintenance: •++, j/R a,, Z
5. When a wire mesh support fence is used, space posts a maximum of 8 feet .' °••••i`°•.�
apart. Support posts should be driven securely into the ground a minimum of 24 -Inspect sediment fences at least once a week and a 0 /
inches. after each rainfall. make any required repairs � s Z
6. Extra strength filter fabric with 6 feet post spacing does not require wire mesh immediately. ,
support fence. Securely fasten the filter fabric directly to posts. Wire or plastic -Should the fabric of a sediment fence collapse, tear, • 19311 W
zip ties should have minimum 50 pound tensile strength. decompose or become ineffective, replace it 11-12-21
7. Excavate a trench approximately 4 inches wide and 8 inches deepalongthe promptly. °°° i °: I
proposed line of postspa d upslope from the barrier. -Remove sediment deposits as necessary to provide ''%,yE,gt••••••• .'t',,`' ~
S. Place 12 inches of the fabric along the bottom and side of the trench. adequate storage volume for the next rain and to '%,��f E. 5++++a
q. Backfill the trench with soil placed over the filter fabric and compact. Thorough reduce pressure on the fence. take care to avoid
compaction of the backfill is critical to silt fence performance. undermining the fence during cleanovt. \ W
10. Do not attach filter fabric to existing trees. -Remove all fencing materials and unstable sediment
deposits and bring the area to grade and stabilize it Z
after the contributing drainage area has been RELEASED LL
properly stabilized. 0
for )-
1-
TEMPORARY SILT FENCE DETAIL CONSTRUCTION W
D_
Scale : None J
13
r DRAWN BY: 1 LU
E3CIAI 1--
SGALE: (S)
A5 NOTED
DATE: Z
11-12-21 K
JOB NUMBER: (
2100536. Q
DRAWING KEY: Li)
1 ` CD-I 1F-