SW8980436_APPROVED PLANS_20120118

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 3 �
DOC TYPE ❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE Zd 12 < <�
YYYYMMDD

N REVISIONS
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17
LANCELOT LN
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-WILLOW POND LIMITED PARTNERSHIP- A
PARCEL ID:4917-007-001-000
I I li x II BOOK 5380 PAGE 1230 ig S
MAP BOOK 34 PAGE 187 SIT
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I I i i 1 fr LAND USE CODE:961-CONDOMINIUM
Si( I � CONDOMINIUM
1 I I It 1,
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( 1 / �// = -. s 8"WATER(PUBLIW -Ni- -f't-t-f-f- -{��}=I-t•y-'hti-+-i-t BOOK 9905 PAGE 710 I // 'i g- " w w �-*� I I 1 I 1 I I I 1 , I , I U
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I / / / '/�� i I i (( l1 2o'wI IGwnTrfLi ;€SMIT � t i' Ys, t� SCALE: 1"= 1000' V
LAND USE CODE:958-UNUSED LAND ,i , , s �• FH f i i i i i i 1 1 1 (fli I Z
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1 PARCEL ID:4917-004-012-M I r ,/ / , „ a to 1 , I I I I , I I f W s z r/
LD 1 BOOK 9905 PAGE 710 I �r / „ l a �-•I- 1 8 • .w ------------- ----------- , I I , I I I 11 I p OWNER/DEVELOPER: r
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Q/ p r 1 5 83 v T\ / �_ I I 1T_J FOREST HILL APARTMENTS, LLC Z LAND USE CODE:10-1 FAM RES I MAP BOOK 37 PAGE 366 / �J ° / < ��' -ti _ ----, I Ir- _, ---i I 1 ry
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1 9J CONSTRUCTION h, _ / CAM /, < y ry >, P�
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' GT C 28403
L________ OP STORM DRA IN O ,
r ,1 / / / 2 PARCELI
/ PR 1NAG-E/ ,^ - t\ , ,' \ \ 0' i'' / 1. SITE ADDRESS'361 DARLINGTON AVE WILM N N
II--- '�'-' f (5ff SHEET 3 FOR yj / \ l ,' /'G\ \ /
, II --� 5 'aA / 7 � ( \\ G`�� D' R05505 004 007-oaa (TRACT 1)
J 7RAGT 1 Ir__I __J / DETAILS) ,y , ,, ,� \\ ! ,, , /� \ 6c, ♦ �> R05505-004-021-000(TRACT 2)
---r i'--'I AND O' Sy�S K39BK 9
VOZ.t 3 DEED REF BK 3982 PG 937
, \ ♦ y �/ yy 4 PLAT REFERENCE: PG 1978196
I --'-1� ♦ \ \ s2,��=-----iT ' �_ - - <� C / ♦ S� ✓s r C \JS.- / \ / .n
' IP♦ \ \ \ � D ��'T_T r p 7---' ' 1r�__ ' L_.7 � � ( �-t >� ^> / / ,�T , YCN�r. \ /� `�' ♦ b� � ,\a 5. SITE AREA:
J 1 i i 6( -J �% \\ \\,.: f \ \ \1 11 I I IU, �11.J, � I I III 1 �) \ 11 � f � ,<�) ,,',.' ♦,^\ �/ ' \� d � \\ ♦��i w� �0 TRACT t: 13.87 AC.
1 Z 1 �� __�_ _ O'PRIVATE SWR ESMT v \ / j / ,S r!� ) i/ i q� TRACT 2: 6.38 AC. 4
_ /`�'// / 1y}y�y}) / TOTAL: 20.25 AC.t n
1 Q I ♦ y//i\\ \ \ ry '--�_�8 WA ER— __- \a /�/ / ,' �' ' , \ / Y // Q� f j rI \5,f C\ -_�__-_-_-- r
(PIIBLIG) 8'SEWER(PRIVATFJ ss J� \ y0 / , , < \�' \ v, J
_ \'' , , \ ,' ,A \ \ )'/ �0 6. ZONING: MF-M(MULTI-FAMILY MEDIUM DENSITY) ./ S 9
//'♦♦ \\ \ w+ \ Ir+-f LJ I y�h•-,-+-I-'ll-y- -i-i-�_i �' yA ,' ,^\ \ ,�C \ \ v// / 7. EXISTING USE: APARTMENTS �i \ �-' <r1 ;,N r\ r ^j,""` 1'
,. , / -.,1ORT, I CH, .A I._ 1 / r� ', ,11--N-I AL
/' \ /N J 'S' L J_1 J_1 J L ' I I 20' TERLI,NE ESMTT_�TI'�rl�l r11 ( ` /O!' \ \ aF i n\ ,' \ yam' n ,' ,' ` \< Y ,�'� \ .I' F �.�i
���«�\ /f/ J \ \ 1, _ 1_L1_L111_LJ_1 LJ_iJLi J 1 I II f'. \\ ,,' ♦\♦ ,C \\ ��p'' ♦ , ♦ (S° / ¢f 8. BACK (R QUIR ) �I
1 J 11� �/ ' \ ,v - _ 1 r----- - 1 r 1 -- i\ /'/i\\v %, �.\�) ♦ \ ' ,'/ C� \\v A<\ y ♦\) / BUILDING
1J�,�i V/nnl V��11JT \ t�7�iv I1J^I(
Q \ /� u}.1.� i '�Y ♦ / \ REAR: 25' S JOL
I I r-r LJ V \ , �♦ Y �lC A 2
�u /S. \n �!' I LJ LJ - - \� C' , „ \ \ \ Y ♦� / // \ y� - INTERIOR SIDE: 2d G¢—NO(��20�3
n •" /I'll \ I I ` I '1 \ \ C \ > ,.. \ B° .,
b I ry 1 r rr SDI /` o v \ \ I 1 I , 1 I I , \ '// \ \ \ \ \\ < ,' / t \♦� //�, \ `�O / CORNER LOT SIDE: 30' l�P,�-'yr,/4- \y,�$U�(C3 2� G') �l•
\v r rJ \t\ J/ v , ,C \ �/ / 9. BUILDING SETBACKS(PROPOSED-AMENITY BUILDING):
\5 i: `� \ .__ J L H I a\ \ ♦ ) \ FRONT: 254t 0
1 1 W I <l ) / \ �J f i J I I r 1� ♦ \
c+ 1\I S Y / ` T__-___ __ - I L_ T J - L1 h\ 0 ♦ \\ " ♦ / \ �/
\� , \ ' , \ \ ,� c/J " REAR 2291
0_ Ii,4 . I _ I I J r , \ h , \ n , , \ )> SIDE: 34T3 Z
v/ 11 I x / < 1 I L J I b r / \♦ \C Y +' ♦ v/ _..1
r/ I--- _y L , ,s Y\ \ , .� , ♦ )i/ / 10. BUILDING SIZE:
Lu I ii >/ i I , r I 1 a 'C�J" EXISTING CLUBHOUSE: 4,682 SQ.FT.(w/PROPOSED COVERED PORCHES)
1 QI I II I( `�' Ir-- iJ ( I - L_1 J_L y_s---_i r ?� ,l ♦ ♦ \ n \ ,'�^ i\P �
I Q 1, I �I �= 1_ �-- z_,...,-L1- s ---J _ � � \�✓ S�. \ ♦ C � \ \ , , . 0� �\ )� PROPOSED AMENITY BUILDING: 7,198 SQ.FT,
---,SIC ; ; �--; EXISTING _ -____-------------- - ' �'� y jf /
11. BUILDING LOT COVERAGE: Q V
�I Q n I iI'---�I J �► O','t/8L(G �\ , ' \ti fk' /t�'i „ E.Ip• EXISTING PHASE I: Z —1
V I 1 11 III 1 I �-- ; r--T �� �70Rt'1 / ,jY/
1 1 II I 1Q _y PHASE so DRAINggE \\ ' S. } ♦ ♦ , ,< / / ! ��/ 11-APARTMENT BUILDINGS: 102,985 SQ.Fi. O 0
11 i I11--- IZ I I PHASE \C , - , n ♦ ' / /
I t (yyi , ♦,' ' \ �P \ 6-GARAGES: 14,148 SQ.FT. ILL +et O
II II PUBLIC) �♦ i
I 1 11 (�, t 1--�i� �---I ' ' I I I\\�` �''' / "- \ `< 7y�\ ' \ � ) / i-MAINTENANCE BUILDING: 1,2905Q.FT.
I I I 1 II I C 1 x 1-CLUBHOUSE: 4
-
,682 SQ.FT.(w/PROPOSED COVERED PORCHES) �' Z
EXISTING PHASE 2: Z
1 0 I�J I I 1 I F, I I 5 , / / i/� �2/s' f�— —� \ � -�?ti �` \� �`v, �.I, 66 / \ .,/
i I 11 1 1�f--_RI '+- / I I t / / / i //i --�� �-ram`\ \1 \I\ t^_� � �l\\\`32� \ `�'� ' ♦ \ Yi/ 5-APARTMENTS: 62,i 15 SQ.FT.
J LJil� _ PROPOSED: 0
1 II I Ilr _ 1 r , LJ l / //i% 23" j -� `1 \ i 1 \ \�\�\� \ wi, \ ,/ /
i-AMENITY BUILDING: 4,755 SQ.FT.(w/COVERED PORCHES) _
LA
TOTAL BUILDING COVERAGE: 189,873 SQ.FT.(21.5%OF LOT) (�
I.J I I l ; ry l I /////// \ IIII `I i \ \ \ \ \\\ iF (�
I I I I I /
rr- �1 _ 1 , 1 I J 1 1 ////( ////�i I \\IIII 11�1 \ / / / / I\ \ / 4'r✓l 12. NUMBER OF UNITS: 372(EXISTING) O
�\ O R%LI6 WATERLINE E51•iT I i // -i I 11 1 I r i 1 / III(/(/ / I N " ( Tf / 1 BEDROOM: 120
I _=_ VVIA RIweLlc�� I --i f i 1 I I( IIII/ "o / l / 1 \ l//j lj/ / 2BEDROOM: 180 Z Q
IMPERVIOUS CALCULATIONS: 3BEDROOM: 72 x
13. NUMBER OF BUILDINGS:
_1_1 EXISTING ON-SITE IMPERVIOUS:482,893 SF
1 II 0"SgtT2. /5• � L_ — )/ ( �� ,I� / I \ / ,j
\ ,, , I I �� /� I ( / IIII 1\ \\ / /� ph. / PROPOSED ON-SITE IMPERVIOUS:482,336 SF EXISTING: a� 4 /S
// /• \ _ __ , IIIIII I ,� \i/jjj// / 16-APARTMENT BUILDINGS RF ROM 1/
// 20'PWIATE SAN `�5M'Tr---a__ -as--' g,1 I \ I 1 �ii// / / (NET REDUCTION OF 557 S� ra�e7ct.�►IeN W�
IP ,I _ , =-�� 1b�50-- I j IIIIII 1 s 1 IIII \ / 6-GARAGES llVnllx WVTVisv* aa���•�!�L
1 I j If I -_.11 1 1 Qg-a l r T-T4-4 T 111T�Iy1I I I I I I \ \\ \ j 1 1 /J/ // /�/ \ ZZ z IMPERVIOUS AREA PER POND DESIGN(SW8 980436): 1-MAINTENANCE BUILDING MANAMM YOM1IN1. "
1 If -f 1 1 Z 1 1 I LJ T-- 9U )//j//� / / hn
---IjI I �� TI 1 F�J j 1 I I i IIIII \ \ \ � //// / / / / \ ON-SITE: 487,436 SF 1-CLUBHOUSE �+y��+��p
-a I I /// / / // / PROPOSED: DNIStt3N OF WA' t
1 u yy \ I tJ I \ I - /�/� // \ DARLINGTON AVE.: 17,880 SF
/ 1-AMENITY BUILDING
OWN
%/
I I ;I iII II II I yCI \\
\ / FF 14. BUILDING HEIGHT:J TTOTAL: 522284S
w �- EXISTING CLUBHOU
SE' 23'-7"
it I
L i PROPOSED AMENITY BUILDING: -6"3Ftbru.�
1
ll
WATER & SEWER CAPACITY NEEDS: 15. NUMBER OF STORIES: v
EXISTING CLUBHOUSE(1-STY): 3,641 SQ.FT.
STRLI j//GTURE' WATER: 148,800 GPD(CURRENT USE)-BASED ON 372 UNITS X 400 GAUCONNECTION
\ PROPOSED AMENITY BUILDING(2-STY): 1STFLOOR-3,704SQ.FT.
T _ WATER: 148,800 GPD(PROPOSED USE)-BASED ON 372 UNITS X 400 GAUCONNECTION 2ND FLOOR-3,494 SQ.FT.
r 1 it `� =rl �1 __-I I 5 I I 1 \ i CI_// �// // / ti� ,�� J 16. CAMA LAND USE CLASSIFICATION: URBAN OVERALL
I 1,\ �\J� I ((�/i T 1 1 1 I 1 I \ //i / /� / SEWER: 97,920 GPD(CURRENT USE)-BASED ON 372 UNITS 17. THE SITE IS NOT LOCATED IN A DESIGNATED FLOOD HAZARD AREA AS INDICATED BY FEMA FIRM 511E
--� I ' ' I I \ / ` 1201 BDRM: 120X240 GPO GPD
I I P I 1 r r J 1La"p�`" / PANEL 3137J,FIRM MAP 372031370DJ,EFFECTIVE DATE:APRIL 3,2006. PLAN
1 _
II L--1_1 p1 ✓ 18026DRM: 180X240 GPD=43,200GPD 1 �.♦ 20' BUILDING SETBACK__) I �5•56- - -_ /
24"SD / 72 3 BDRM:72 X 360 GPD=25.920 GPD SCALE: I"= f�0'
I ' 1 Ste_ -- IDr 1
--- __ —� / TOTAL=97,920GPD PARKING CALCULATIONS:
faP• / / SEWER: 97,920 GPD PROPOSED USE BASED ON 372 UNITS
g gT•,0e�.E ��, � :H/ / / / ( )_ EXISTING REQUIRED PARKING:
120 1 BDRM: 120 X 240 GPD=28,800 GPD 120 1 BDRM:120'1.5-180 SPACES
I 1 I �. / GRAPHIC SCALE 172 3 BDRM:72 X 360 GPD 2 920 GPD DATE: I/OS/2012
-GORDON W.RAY,JR.- 180 2 BDRM: 180'2=360 SPACES
/ TOTAL=97,920 GPD 72 3 BDRM: IR D -162 SPACES
LORI S. i / 80 0 30 60 im 24o TOTAL REQUIRED =702 SPACES U J�� PROJECT: 025-00
1 I 1 PARCEL ID:5505 004 002 000
1 1 rn EXISTING PARKING:720 TOTAL(18 H!C) " '-
I BOOK 5289 PAGE 2131 / WATER LINE, SANITARY SEWER, AND STORM DRAIN DRAWN BY: MV,T6L
I I ZONING:MF-M / EASEMENTS REFERENCE MAP BOOK 41 PAGE 197 1"'' '
LAND USE CODE: FAM RES EJp / F ) NO ADDITIONAL PARKING IS REQUIRED
/
( I i I SINGLELE F FAMIMILY .'�� / 1 inch = 60 ft (3`r v SHEET

IN
Q �y .34 REVISIONS
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ELEV.: 34.48 EX GONG (TBR) (QW(J
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I / / XA T� \ / / / I PC- PAGE ll N iL
\ ' I / \ %r` � 34.47 \ �32:9 323?` ' l S I BOM BOOK OF MAPS
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1 / / / }� /fir 34.42 \ �/� _� _ 1NV.; 2b.pcl O SANITARY MANHOLE z_ � N
\ \ w / 34.46 v EX. GONG. -- \ % = ` _ l _ - PP� POWER POLE V Q 2
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= 4 / 33.96 / 34.48 ; j / \ .8 ` 4 / `OQ EX ELEG METER YI YARD INLET jJ J
/33.46 ` � / \ / EX. GONG. ,,------}' EX FENCE (TBW/ \ -5- FENCE
a/ OAG \ POOL DECK ; X LP (TB # \ -`-�-SANITARY SEWER
' � ,P � -W - WATER
i i L SIGN 516N
EX FENCE' (TBF STORM MANHOLE
+33.34
iMETER ,'\, / ; EX. GONG. ' c WO WATER VALVE
X ,' ; POOL DECK , AC, AIR CONDITIONING UNIT
' ' T COw TB S' \ / , WOOD5LINE %J1aCA/er/y,�/P!
C �4 34.36 EXISTING S � �'` �� R* '1,
TRAN5 Ali�� j�� / ; X TENNIS COURT (TBR) / u TBM TEMPORARY BENCHMARK �$ ZF ss$o pry '`ice
33.32# FORMER %�� ; POOL / # I 5 RIVERBIRGH EP EDGE OF PAVEMENT ;��`
LP } EX FENCE (TBR) + ! X / o PG FACE OF CURB s e
34.48 / �^� m SEAL _
/ ! //yC PVMT PAVEMENT $ 2 7 e/ * �)fY / / TER TO BE REMOVED a e
�Y 33.29 � ` / 'k I 15UA BUILT-UPON AREA
34.,2
/ // �\ i , / / / / OA`, 0 0- UNDERGROUND TELEPHONE LINE ' '@i t �• `n+ye' '
CO/vC / ,' t i / , / / (ORANGE PAINT MARKS) a'ac9'+`l ``'✓
/ O / AG O -R R- UNDERGROUND ELEGTRIG LINE
/ U / - �'� �\ ; 34.45 % / I % / LP m O / (RED PAINT MARKS)
/ k. / NP 33.82 AG /
IQ / EX WALL (TBR) , . F�: �� X LP 4 `5EN50R
' 33.38 TB AG AG
METER 'Cl-TB O ---,-' /
Q
OAG 34.45+ ` wk EX LP ' / EXISTING ; / � METER -�
/ I / /J /
/ \ NNIS COURT ' 33.34�
EX. GONG. i /
/ \ 33.27 POOL DECK / /No / } Q
\ OUTLET 3407 34.05 ' f ' / / � / EX BUILDING � Fz- �
/ EX WALL (TBR) 33.3
NP p\�',x LP / /32.9 ' ;' / +33.2 =
/ \ AG A /
AG\ / / LP
\ 10" BRADFORD PEAR
! R / EX LP 33.37
ME r-
33.12
EX BUILDING
+32.7 / / ' , 7 BRADFORD PEAR 'd - �-
z
l 0 ACl � # EX LP (TB � ry ` - - � _ 32.90 -1-c
10" BRADFORD PEAR .63 LP
jT
�+ 33.27
EX TENNIS'GOURT (TB + `�
9 BRADFORD PEAR � +��,��i// � 31.6 � - - -----
+ 329 / No / OWNER/DEVELOPER: EXI5TIN6GONDITIONS 32.5 1,
FOREST HILL APARTMENTS, LLC E DEMOLITION PLAN
EX FENCE-(TBR) } / EX. YI / 5826 SAMET DRIVE
5� BRADFORD PEAR TOP: 51.53 SUITE 105/ SCALE: u = 'INV.: 26�f3 HIGH POINT, NC27265 I 10
32.65 PHONE: [phone]
GRAPHIC SCALE / EXIST. SAND � CONTACT:
ENGINEER:
MGRDICH DATE: 1/05/2012
m / F VOLLEYBALL ER
0 5 10 20 �o PROJECT:/ \
// CPT ENGINEERING 8 SURVEYING, INC. 025-00
R COURT 32 85 / / 33.70 4400 TYNING STREET
METE
' Sa / - � •( NOTE' HIGH POINT, NC 27265 DRAWN BY: MV,TGL IN FEET )
CONTACT: STEVE WEBB, P.E.
1 inch 10 $,
TREE LOCATIONS AND INVENTORY PROVIDED BY MICHAEL UNDERWOOD PHONE: [phone] EXT. 310
AND ASSOCIATES,PA ON DECEMBER 22,2011. FAX: [phone] SHEET 1

LEGEND I N REVISIONS
EIP EXISTING IRON PIPE 1 II
9T
EIR EXISTING IRON REBAR i Ili µPR
IP5 IRON PIN SET
II 111 /!i/ 17
R/W RIGHT OF WAY
DB DEED BOOK `,�• \\� 4l/
PG PAGE aa P \\\>\ I //// r� j LANCELOT LN
BOM BOOK OF MAPS
CENTERLINE G
RGP REINFORCED CONCRETE PIPE
FH� FIRE HYDRANT P I�1�1 \\�\` \\\\\\ ri'/ S° \ti ✓
O \`N\ �/ r�
O SANITARY MANHOLE \`\\" \"\\ \��•`b' ri'' I1cyy �� / / 8��
\ \\ �♦ \ �``'� f',' / is / / / m FROG POND R
PP `L POWER POLE �yv=- >c�m \\`\\ \\ rr tf, _ ' e _ / If
III II
GI i 4� r ram♦ `� \ \ \ " \ \
CURB INLET
it
TB D TELEPHONE BOX �!' //�' �.' \�\ \\�\` \\p\ J��\\\` \g- �\ �',�i\�\ / ° I
o m SIT
ELECTRIC TRANSFORMER
YI YARD INLET �\ `�\`\�\ \�\o\ QI�� ��8 �\ / / «11ki>_«
-X- FENCE
-55-SANITARY SEWER
-W - WATER \ /
SIGN SIGN
STORM MANHOLE \\` `\"\`\ li��rr / a� / \\Q� �I 1 /�/ �i`� �-'/ / j j P�`�
\\\\ n \ \\\ YY ♦\� 1 /// / 7�� /
�® WATER VALVE
AG AIR CONDITIONING UNIT
YYI W0005LINE 11 I SCALE 1 =1000'
'N _ , , , , � � VICINITY MAP
TBM TEMPORARY BENCHMARK \`\ \\\ \ \ i` °/ /a „ I \ ` \/ i i i /ram j 11 \\
Ep EDGE OF PAVEMENT \ \�\\ \ \ / V
\ \\ \ \\ u/ Z
_ Fr_ FACE OF CURB \ ``\\`\ l \`\\\ _ rr, / W b�{\ \\
NV
PVMT PAVEMENT / \ \\\\\p` / )A��``=a_= /r \ \ \W t.EAe
TER TO BE REMOVED
- -0 0- UNDERGROUND TELEPHONE LINE `0 \ W Fk / i i /q Try, \- _ -
\ / r r !! Z ram- cV dJ
\ / \ \n \ a r q'
\ 1 / / I Ex/FHV �; i \ W� \ \ i H u// �r u/ > N V z m
(ORANGE PAINT MARKS) // \ / \�[,t 4 // /// /
'OF
-R R- UNDERGROUND ELECTRIC LINE \ / `\ " ° ED4E: GONG ib� `{ % \ °/t:y W� �� �// i / \ `�`�� / /'/ v Z iu iu W
(RED PAINT MARKS) i / �\ ii / / �'��' ti/ / / / / \�K°j W � _�// i i i �r�, \ 0/ O LL
5\0 i ° iv/ Ex/xPz \ W i eX \ S / jw O V r
_ i\/ z
%4 M /[/ ! i / z Z 2
r/ N /
\ �� n� /° / I I� \ •M$ �Fk`�� / l '4cr9 I �.'/ � V UJ O Z c9
�^c % /RRkIN�/ i i \ \ y\ i/ ii o r'/ pff / z Q W O � N
WV I 1 I p 4 dP - Z
\ , ram, �• '� '<, Y �\'., ��/ , i i i / / \ \Wg \ I iQ` %/
�/ NEW EDGE GONG / ••, / O- \' \\ �j RAISED SHADE AREID
111/ � Q O IYl
$\ W
EX CLUBHOUSE NEW 51�lEWALK
/ a'oAK i
` INV IN ,. \ LLI d
/ � / / Qy / / / EX.CLUBHOUSE HAND. IL5 • \//\ J/LL , \ /// / / l $! \ ___--__ _ _ __ yk�'J-y� INV OIIF:2 .90
/ g a FIN.FLOOR ON EACH SIDE -- ----___-_ --b"SEA -
\ f/\ n .�-------- _
ELEV.: 34.45 K \ - .\ / \ 11 1 / _FFO? �,o . dz -�
/ \ / \ / NEW IDEWALK I \I` I f ,GO _\ \ ��\\� \
�\ \ `NEW FENCE - Z 6.° '`\ f $ I I \yl 4.OAK
! Ex.0 I 4 \\
/ Q TOP: 31 4 I
ENTRY GATE I I I it T IVAiF�'°
-y\
INV: 28. 9 EX 15" m/ SUN TERRACE / / i/ /�/ '/ - ---r 1 ,�{ T
� ° a / ,; / CLUBHOUSE /� / /, '/ / cC;__ I -�°�1� (t'�" y. � /'\ �f,�'�' \:\'P ;8, I
/ / / , ENTRY - EX.GONG. _�____ I_ 1 <\" \ \4 //
POOL DECK/ /,� FX
�+-�'i FORMER 1IETH2
fi AG / ri r A� ��i �1A111114PD/D
i D
r /� �/ aEc CA D4
�i //' e /
G POOL DECK �EX.Cow- �� i / /i ///// // /`i /'� - AGO / V A��`\ W \ • �5
ram; ,, '/ / l%�// �i�, //� �ao R b°RIVE I�crl \ v \ ?
% EX.Cow. / / / / / ', '' r \\` \ t4L I
\ SUN TERRACE ,r /I \ $
T ,' POOL DECK / /rl1, / �� / , %�'� IGO / �\`\ \ - SEAL ^
E%5nN5 �� �� v v '24407
TRARY\ `/YqC - & POOL BBO AREA / / / '%// //' ./ r Ay 5'RIVERBIRGH
C r /
LP T'ORY62 a l� NEW FENCE 1' A . / �, j/./:/ / F-J\�'" G� / \ /\ / / \�\\ %,,� ( c,I°� ,�•
/ Y SWIMMING POOL v / y / / ' / / / r R °� J` / \ (/ \ ` ^ Qb
SITE DATA TABULATION: w� xGo /// l 'i' %ii� / "/ °%� �� O iI
{` 4 // / / ./ / // it-alp
LP 'Y
1. SITE ADDRESS:361 DARLINGTON AVE.WILMINGTON,NC 28403 / /�+ / NEW SIDEKALK .NP A /; //� � ' �/ // T /`G
2. PARCEL ID: R05505-004-001-000 (TRACT 1) '7 , ` • GO sERVIGE /
/ '/' /�/i 3140` r/ '/ A
TB AG � \�'- ,\., EDGE OF N[3N4'OOL DECK f //„ F�F � / � 3/4':WM,1 I
�` � O AC '�EDGE OF RAjSgS HOOD DECK // Qj r/.� �/ ,7,196:SF TGTAC, / I / \
R05505-004-021-000(TRACT 2) / , ER 0 0 AG
c.. ��� METER \TB 0 ��
3. DEED REF.: SK 3992 PG 937
/ v O SUN TERRACE
4. PLAT REFERENCE: BK 41 PG 197&198 � �� / / v v '- EX GONG. / ,..3''/ //,/ / /�i /j/�' /
5. SITE AREA: ED?.OF.EX.POOL DECK \\ _ POOL DECK / r/F/ �/ /// ,/ 2-NIp`TE�
aRLET� / // / 50 EX BUILDING / Q
TRACT 1: 13.87 AC. / v v; a //// / //,�/ / ////,// /i/ A /
TRACT 2: 6.38 AC. `F I
`FF NEW.5IDEWAL/K \ /
TOTAL: 20.25 AC.t / EX FENCE NP O X L q ppp /// ,
6. ZONING: MF-M(MULTI-FAMILY MEDIUM DENSITY) / TO BE REPLACED ` \ AG 4 LNTRY GATE %{ / /' /i/ / �,/
WITH NEW FENCE \ \ AG •° �/ %/ /:F/ r /, / LP
7. EXISTING USE: APARTMENTS /
S. BUILDING SETBACKS(REQUIRED): v �Ito /j I /
FRONT: 35'
MIER
REAR: 25' l /
INTERIOR SIDE: 21Y EX BUILDINGtu
CORNER LOT SIDE: 30' r ' r/A / / / / �/ r/ l T'BRADFORD PEAR
9. BUILDING BE
(PROPOSED-AMENITY BUILDING): / / / � /i l ~ A V
T �
NEW FENCE / i\C i' •/ /.'/ /' �i��//%/. / p \\ /� L O Z
FRONT: 2543 EDGE OF NEW POOL DECK OAG •/�'=_� fY/ \^ \ L J z
/ OAG / � 0 REAR: 229i ♦y i /
SIDE: 3473 / OAG :/
/ /%� A
vv LLu z O
10. BUILDING SIZE: /
LP / \/ > Z Q
EXISTING CLUBHOUSE: 4,682 SO.FT.(w/PROPOSED COVERED PORCHES) 10'34DFORD PEAR A F // !L Q
PROPOSED AMENITY BUILDING: 7,198 SO.FT.
11. BUILDING LOT COVERAGE: / +co
EXISTING PHASE 1: O O ~
11-APARTMENT BUILDINGS: 102,985 SQ.FT. / 9'BRADFORD PEAR A \ .t4} I� O 0- Q
6-GARAGES: 14,146 SQ.FT. / - _ \
1-MAINTENANCE BUILDING: 1,290 SO.FT. / I YI
TOP,31.`>3 Z LL ~ �X� Z � � ? z
B'BRADFORD PEAR --'•-- INV.:26.93 \ �l (�
1-CLUBHOUSE: 4,682 SQ.FT.(w/PROPOSED COVERED PORCHES) // Exlsr.SAND - R-\.p \ /^ O V- O
EXISTING PHASE 2:
5-APARTMENTS: 62,115 SQ.FT. / voLGOU�u _ �/ ^ \ \ < Q/ Z
PROPOSED: FET6t /'' -� 5•MAPLE �/ \O TB W_ \ m 0) LLI
1 -AMENITY BUILDING: 4,755 SO.FT.(w/COVERED PORCHES) / % / ep Ar / \ ', au J• >
TOTAL BUILDING COVERAGE: 189,973 GO.FT.(21.5%OF LOT) / /' / AC Q / \ ./ -O-y
12. NUMBER OF UNITS: 372(EXISTING) / / g, / \ �i L Q Q
1 BEDROOM: 120 / PosT Ac O/ \ tu W U- 2
2 BEDROOM: 180 IMPERVIOUS CALCULATIONS: / - qp
3 BEDROOM: 72 / ,p/ 4'MAPLE a ti/ \ LL1
13. NUMBER OF BUILDINGS: EXISTING ON-SITE IMPERVIOUS:482,893 SF /� / \ W Z
EXISTING: PROPOSED ON-SITE IMPERVIOUS:482,336 SF / ' .p,� 1 / ��•� - (�
16-APARTMENT BUILDINGS (NET REDUCTION OF 557 SF) / /\JP
6-GARAGES / ,P .LPG POST / .p\,
1-MAINTENANCE BUILDING IMPERVIOUS AREA PER POND DESIGN(St 980436): / OAc b•MARE h y
1-CLUBHOUSE ON-SITE: 487,436 SF / AG %
PROPOSED: DARLINGTON AVE.: 17,860SF / OpG / �/
1-AMENITY BUILDING OFF-SITE: 16,988 SF
14. BUILDING HEIGHT: . TOTAL: 522,284 SF M /// EX BUILDING �\ s
EXISTING CLUBHOUSE: 23'-7" \ 1
PROPOSED AMENITY BUILDING: 33'-6" _ S
15. NUMBER OF STORIES: WATER SE SEWER CAPACITY NEEDS: �EX.YI -� / „y___....._
EXISTING CLUBHOUSE(1-STY): 3.641 SQ.FT. WATER: 148,800 GPD(CURRENT USE)-BASED ON 372 UNITS X 400 GAVCONNECTION /� AG
PROPOSED AMENITY BUILDING(2-STY): 1ST FLOOR-3,704 SQ.FT. �� � 2.2 - AG O //
2ND FLOOR-3,494 SQ.FT. WATER: 148,800 GPD(PROPOSED USE)-BASED ON 372 UNITS X 400 GAUCONNECTION /• • O
16. LAMA LAND USE CLASSIFICATION: URBAN AG O// OWNER/DEVELOPER: SITE AND
17. THE SITE IS NOT LOCATED IN A DESIGNATED FLOOD HAZARD AREA AS INDICATED BY FEMA FIRM SEWER: 97,920 GPD(CURRENT USE)-BASED ON 372 UNITS / UT i L I TY PLAN
PANEL 3137J,FIRM MAP 3720313700J,EFFECTIVE DATE:APRIL 3,2006. 120 1 BDRM:120 X 240 GPD=28,800 GPD �� 4•HARE � / F5826 OREST HILL APARTMENTS, LLC
180 2 BDRM:180 X 240 GPD-43,200 GPD / SUITE 1 SET DRIVE
723 BDRM:72 X 360 GPD=25,920 GPD °E,� SCALE. I" = 20'
w r\�\ HIGH POINT, NC 27265
PARKING CALCULATIONS: TOTAL=97,920 GPD PHONE: [phone]
- SEWER: 97,920 GPD(PROPOSED USE)-BASED ON 372 UNITS \
EXISTING REQUIRED PARKING: 1201 BDRM:120 X 240 GPD=28,800 GPD CONTACT: JIM GRDICH SATE I/05/2012
1201BDRM: 120.1.5-180SPACES 180 2 BDRM: 180 X 240 GPD=43,200 GPD GRAPHIC SCALE ENGINEER:
180 2 BDRM: 180.2=360 SPACES 72 3 BDRM:72 X 360 GPD=25,920 GPD 20 O 10 2D 40 BO CPT ENGINEERING & SURVEYING, INC. FROJEGT: 025-00
72 3 BDRM:72'2.25=162 SPACES TOTAL=97,920 GPD
TOTAL REQUIRED -702 SPACES
4400 TYNING STREET
NOTE: HIGH POINT, NC 27265 DRAWN BY: MV,T6L
EXISTING PARKING:720 TOTAL(1B H/C) FEASEMENTSREFERENCEMAPBOOK41
ATER LINE, SANITARY SEWER, AND STORM DRAIN ( IN FEET ) CONTACT: STEVE WEBB, P.E.
PAGE 197 1 inch = 20 ft. TREE LOCATIONS AND INVENTORY PROVIDED BY MICHAEL UNDERWOOD PHONE: [phone] EXT. 310
'NO ADDITIONAL PARKING IS REQUIRED AND ASSOCIATES,PA ON DECEMBER 22,2011. FAX: [phone] SHEET
S�

N
N � � �� /.• 34.41 \\ ��
�� .34 �\ Me41
i 34.44 . ♦' _' ) EX FH E \ \PU196 wW4T�/CC //l // \ \ 17
/// / V 1 / C11'grF /NE //
l j l lc
\ / NlW EDyE OF GONG ;' ' 6" MAPLE / / �a W �\ / / sa /\ \
/ \ \ \ \ o LANCELOT Ltd
134.49
3 / . . a• \ //� "�3443 24 �� EX/RPZ
3.95 34. voNO�pi
<34.36
J/ //4 MAPLE d' 34.39 HG
QJ N � ♦ d NG ••d, `• 34.80 D �SI6
/�� . .� r✓o ': \ \ \ \ \ // $pN�< r // / l w
w (�+ 34. \ 4 i 4 . a° \ \ \ FX C //
�/ / I
/ /U� / 1 +34.40 . ; :�� O ON \ \ / / NG / / WV \ /
[k c \ y a ,• e t/ /\=r 34.26 \3315 \ `ems
NEW EDGE LONG/ / AG Ci 336j \ \ \//RAISED SHADE / / \ \
\'� �• " \ \ \ARBOR / // / //
VICINITY MAP
�G / / / � SCALE: 1"= 1000'
EX CLUBHOUSE > '34.'�3\/� \ \ // NEW SIDEWALK / ��� / LE61=ND N ry
�\ \ / / pj• p„,,11•,� \ • - � // � �- � _ \ �`?�.�5 �d' ' •Ew \ / / / EIP EXISTING IRON PIPE `z
n" / ///\ // / ��')b,, •✓/P .•338g WOOD DECKING\ �gTd . . �, a C` ,U "� / / , //G'OAK // // � \ EIR EXISTING IRON REBAR
HANDRAILS •'• 33 \ ° •.\ a` / // / / / �� \ IP5 IRON PIN SET
/ / \ EX. CLUBHOUSE / 94 �33 .: \ / E RAW RIGHT OF WAY K �_
FIN. LOOK p ON EACH SIDE °^ (MqTC ; \ Q // // / I
324 / I I DB DEED BOOK Q m
ELE\/.: 34.48 OF WALK �339 H � ♦ .• " PG PAGE V N
- • BOM BOOK OF MAPS V
(MqT� t339? 33.33 3rS0. • .3 // / NEW\IDEWALK I Q �? r
k 7 / H (Mqr� 334� /li3 �+ �� 2.3 v v / sa I CENTERLINE z w -
� / 34.47 ) CyF NEW FENCE 3 % 34� 32.9 y< 3?4 ? '. ' l Q
/ P REINFORCED CONCRETE PIPE
` ♦ \ \ I i FH FIRE HYDRANT �I
ENTRY GATE (MgTC // y, 3356' / •': \� TOP: 31. 4 L
H ' j/' 3347 ,jjj334/// / � I q S Q
\ J / SUN TERRACE / '/ / , ' /'/'/ / �; ' ' ♦ e \ / O SANITARY MANHOLE Z I
34.42 / /•, // � � // . y 1 7 ;• r �� IN\/.: 28.Q o
CLUBHOUSE 34.46 EX. GONG. --*- / �? f //� rj • , ; _ _ _ _ _ PP POWER POLE W a
ENTRY / ! ' •/ �• / d _ GI wN CURB INLET
. � y
�J POOL DECK �,{ EX
w� 0 / l ��/' i/� /� // � / // /? i� / r" • TRANS TB TELEPHONE eox µ�
/��/i' / ✓/ at " /•� /�C •l✓ /' ,• ♦'•- _ .FORMER ❑T ELECTRIC TRANSFORMER z
34.50 iI f �., ��/� .ti/'�/ J �� •, j ��� �,a Q _ter , ❑ YARD ET Q✓ Y INLET
W
tp -X- FENCE
/��
/ Av l E// ✓ , / / ' /' y �Y 32.8 ' o
33.96 t.� / �/ %% / ✓�� /// / EX ELEG METER -55-SANITARY SEWER
v m / 34.483.46 / / / // % ! /
�Q /+ EX. GONG. / �i/ ✓/�/ �EX�-//` _ 4 > -w - WATER
v POOL DECK SIGN SIGN
i AGl c . . Z, �r/ ��� ///' •�/// / // , %' f R © STORM MANHOLE
33.34Wv
EX. GONG. *� ,�;' , %/_ r/ r ,X y // / j i % N AG ® AIR GOND VALVE
UNIT 1111111/►/
c
SUN TERRACE ❑ 11 '+�,
'MET-_, / POOL DECK / ! y / / i"` G' a �NGARO
1 � J' ,f �� E WOODSLINE (/ i
/ N • � p.Nlpp.
tg ONC , F O
,Tg I
t 4 EXISTING /✓ �., ""1,,// / ✓/ ,/; r �' �' TBM TEMPORARY BENCHMARK
/ / ✓ / r / �� ! ♦ u 2 pp
BBQ AREA % /' / •• EP ,y
TRANS- POOL // �f / / 5.RIVERBIRGH Fc FACE of cuRBMENTSt 'r}
v Q ; � �'0 V /// / /✓/' / 'y i o / c s 244 7
v v / 33.324 LP FORMER 33j8 NEW FENCE + / .M z /, / , / /r . n /
v / �33 �� 34.48 �'�/� �� wMr PAVEMENT �s
• }4. V • y t ,<_ / ✓ %%, / /.� / %t/'i�' ;x, <:, • ' BUA BUILT-UPON AREA �ii
3360 .. T /
SWIMMING POOL / TBR To BE REMOVED ° + , ca,
J ej , w a' / f' ///r,/ / I AG >
8 a !i / 3- �i// /` �/ / /
/ / ✓ y ✓ ♦ -0 0- UNDERGROUND TELEPHONE LINE
Q 33.29 :34.12 /•M` ' /' / /// /� �' °'
/ (ORANGE PAINT MARK5) 1\�j�
/ / / ♦ / / 'i ' /''r%� /'• • O / R R- UNDERGROUND ELECTRIC LINE
l l Co 39j .� .� (M S \ / �� /�j` / % / ,y / o AG O
C/•J.. / l /f / ✓ / /lr �i` '. ♦ ,. 1 / 'n O (RED PAINT MARKS)
Eft �34.45 S C ;' : /' j / / // /j Jd �^ y LP
/ U AG 33.50 PROPOSED SPOT ELEVATION
NEW SIDEWALK NP 33.82 �. � ,�U' /E ,_ / !� ;/ i� ��`' •
�• r a -/ /. /. /,�!• 32.7 EXISTING SPOT ELEVATION Z
/ ` ,,\ .. -
EDGE OF NEk^ -POOL DEGK //"G�j / +
/ 33.38 TB AG 34,03 t ,�: .�,n / / / �h .00 //
/ �p AG '�4- EDGE OF RAISE6 WOOD DEGK °� Q��'// // /i l SF TOTALS � -�
+- -
1 � METER
METER \TB OAG 34.45 ---- SUN TERRACE % 0�� �j i BTi�//HEIGHT:f/ s ��i l /33.34
fl ✓ Y l
EX. GONG. •. / 3 A`y DI / /// , •, a
/✓: NYLOPLA5TDRAIN//� /�� // / /, o-
EDGE OF EX:POOL DEG- 33.27 POOL DEGK U/ �/ //%
r/RIM= 33.00 % . �/ � N Z
OUTLET 34.07 / ' '�' �' /NV. our= 2Q.-Il /i/// /j; /„ - EX BUILDING
,.:
� - - 34 05 ,., ' ' ''
mod_ • . • . � + �,q „✓ �:/ i✓/ �� / / / / ✓ / ,1
32.9 t �/ //%/ / / // / / / NEW SIDEWALK \ +33.2 = < IU z
NPA.
EX FENGE AG ��� L . ♦ . •♦ENjt:Y1 GATE✓; 1a"' /� i/ // �
TO BE REPLACED A•' . • ' . :/ . / / , / / /i"✓ \ Q z v
WITH NEW AG "AFENGE O /� / ✓ LP E
O AG NEW GONG' • ) ' 1h IL 40
/ H o
10 ' BRADFORD PEAR A / / //, / , ° z
• IYLOPLAST DRAIN
' z
METER Y •
33.12 �I . �� •/ ,'-RIM= 32.411 �-
/ NV. OtT� 2 45
q
EX BUILDING i ✓ / l BRADFORD PEAR }
327 // /i//� if� � �
v
LIrLAS�DRAIN
NEW FENGE _
M z
' - y, •l I l ' / //� `/ r /y/ / v 32.90 �
ED5E OF NEW POOL DEGK 2 AC
/ c
OAC�
3 / 9
OAGl
10" BRADFORD PEAR 63 NYLOPLA5T DRAIN 67�F ' + LP /
) RIM= 32.91
INV. IN= 241.03 ® COt
�+ 33.27 INV. OUT= 25A3 +
G BRADFORD PEAR � � ° 31.6 �� -
/ n / OWNEWDEVELOPER:
+ FOREST HILL APARTMENTS, LLC 6RADIN6 PLAN
329 32.5 + EX. YI / 5826 SAMET DRIVE
TOP: 31.53 / HIGH POINT, NC 27265 SUITE 105 SCALE: IN = 10'
/ 8/ BRADFORD PEAR + 32.65 INV.: 26 f6 PHONE: [phone]
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( �,1, , TREE LOCATIONS AND INVENTORY PROVIDED BY MICHAEL UNDERWOOD PHONE: [phone] EXT. 310
IN AND ASSOCIATES,PA ON DECEMBER 22,2011. FAX: [phone] SHEET
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GRAPHIC SC ENGINEER: PROJECT: 025-00
40 \/OLLE'I�BALL CPT ENGINEERING & SURVEYING, INC.
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ALE CCURT 32.85 If/ HIGH POINT, NC 27265 DRANN BY:
MEAR -- NOTE: CONTACT: STEVE WEBB, P.E.
TREE LOCATIONS.WD INVENTORY PROVIDED BY MICHAEL UNDERWOOD PHONE: [phone] EXT. 310
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NOTE: CONTACT: STEVE WEBB, P.E.
TREE LOCATIONS AND INVENTORY PROVIDED BY MICHAEL UNDERWOOD PHONE: [phone] EXT. 310
IN FTLT AND ASSOCIATES,PA ON DECEMBER 22,2011. FAX: [phone] 5HEET
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3'-0" �- OUTLET STRUCTURE DETAIL � - g )
/ \ / CJ 2r"/ai ! Hi h oint, NC 27265
/ � ''. � Peirrl� Can so%
(336) 856-7150 I
SCALE 1" = 1' / , / 20 0 20 40 60
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: / / -_ 7 _ Job Number
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PROV Revi ions-DEHNR
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NORTH CA LINA ENV NMENTAL 6 7 99
MANAGE IT C MISSION
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I A Date Zl�1
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DEPTH = 6" 8 STREET LIGHT
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OUTLET V-NOTCH SAND 8" COVER OVER MEMBRANE EL=32.50 U ® CATCH BASIN
11 WEIR 18" MIN. DEPTH 0 ® CURB INLET
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_ 1- -m-
—�--oCO--� SANITARY SEVER MANHOLE Sheet Title
SLEPO,73^ EL=29.00 19 SLOPE SANITARY SEVER CLEANOUT
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_
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SECTION A —A
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F g' GRARMCESVEL E C E I V E
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JUN 09 1999
OUTLET PROTECTION DETAIL SAND F/L TER DETAIL M
GRAVEL ARCH FILTER Z '7
N TS PriGJ #�\L 1�iC0�C�
N TS `x Sheet Number
I � I
n _

COULTER
HART
JEWELL
THAMES
P.A.
PLANNING
ENGINEERING
COVIL AVE , D & M APARTMENTS - LANDSCAPE ARCHITECTURE
1 i 1 West Main Street
Durham, North Carolina 27701
PREPARED FOR FAX [phone]
FAX [phone] -
BB9lecgadcdood.
DRP WILMINGTON , LLC ���®��
U
4000 Piedmont Parkway
Suite 130
Highpoint , N . C . a
856 - 7150( 336 ) ..,
e, • $ C
IN �r
COULTER HART JEWELL THAME S P . A . 6.,' ro►�ug„N
PLANNING ENGINEERING LANDSCAPE ARCHITECTURE
111 West Main Street ••• 4a" ' �
Durham , N. C . 27701 A�
Telephone ( 919 ) 682 - 0368
' _~�NN1AtHMa •••
R —V.O.A. PROPERTY,
IMP BOOK 34 PAGE 187
Project
I
a S TZ7bTE zIB.� COVIL AVE./
D & M
APARTMENTS
^'WAL01P POND LIMBED PARrNER"-
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SHEET INDEX a B� 5 s
OWNER / DEVELOPER
DRP iC wILMINGTON,
/
,or
PRNAIE 6
SD 1 — STAKING PLAN o Suit Piedmint Prlcwy.
158e7 s 15 Suite 130
SD2 —UTILITY PLAN W` 0 � 6)856-71027285
l �
SD3 — GRADING/EROSION CONTROL PLAN a Job Number
�� °< hDrawn SD4—EAST HALF PLANTING PLAN 1� f B e Checked � BTH w
A ' :, A P P ♦ /�` ati Date 5-5-98
Revieions 8-28-98
SD5 —WEST HALF PLANTING PLAN v ' A
' D �< 9�. '�l
SD6 —EROSION CONTROL DETAILS 40
"'s`
it f fry 5 k9kry
SD7 —POND/STORM DETAILS n 3
SD8 — SS OUTFALL PLAN/PROFILE `'
n 37� 'f`
/ Pit' ''2 'l ' I a
SD9 — SS OUTFALL PLAN/PROFILE
SD 10 —DARLINGTON AVE . PLAN/PROFILE f „ 04 -tiw- 20,3
SD11 — COVIL AVE . PLAN/PROFILE = W 5 4 : ; Pei,,,,f Cc,, so% �2h�
SD12 —EAST SAN. SEW. —PLAN/PROFILE APPR V
SD 13 —NORTH AND CENTRAL SAN. SEW. PLAN/PROFILE
JCF O
NORTH CAROLINA ENVIR MENTAL
MANAGEMENT COMMISSION
/ f DIVISION OF WATER GUMM
SD 14—WEST SAN. SEW. PLAN/PROFILE Date S5(�e *ro
SD 15 —POND DR. PLAN/PROFILE /� ; /,�%!�/�/j � J StomwalarPermH�` p.
Sheet Title
1 ,
SD 16 —NORTH/SOUTH MAIN DR. PLAN/PROFILE
SD17 —EAST DR. PLAN/PROFILE
SD 18 —NORTH DR. PLAN/PROFILE / ' ' �� P•, ` o
E C E I V E r
SD 19 —MAIN DR. PLAN/PROFILE 1 4
p�� � � SEP 151998
SD20 — SOUTH ENTRANCE PLAN/PROFILE ' s°'par PROJ # p
dl' 100 0 100 200 300 Sheet Number
SD21 — SITE DETAILS
SD22 — SITE DETAILS0^'e Scale 1 " = 100 '

I ; COULTER
LEGEND .f` li� PRI ESS PL.
i. �j /(�. HART
! 7 ' YCp;MORE NAGE EASEMENT' :' "Tf i
EXISTING PROPOSED / E AQUIREu FROM PROPERTY C
d T JEWELL
I �,• I I • O IRON STAKE w r MARK •T u S THAMES
l I -------- SANITARY SEVER LINE i / 1y -A -
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W W A P.A.
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,.;
I [�] ® CATCH BASIN \ '
I / ® CURB INLET 111 Nest Main Street
I 01 ® BRICK JUNCTION BOX ' /j s o RAND Durham, North Carolina 27701
29 ALL
MANHOLE JUNCTION BOX 3 8 P ' o �/� / f / 8 S RR PKWY FAX [phone]
STORM DRAINAGE PIPE l r 12• =mE 5"ls
STORM DRAINAGE FLARED ENDS.;, - 29-_ 12A\PIN6 ° ° s' oAKp.9
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VATERLINE TEE a3 ( � J' 10, GUMo `\ ,,\ I✓RIGHTSVD_LE E WILSHIRE
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WATERLINE 11 1/4. OR 22 1/,
FIRE HYDRANT 30 G o v J ` "'�, /' ' / / SURVEYORS,
RWOOD and ASSOCIATES, PA
s S B7MICHAE
I --✓�-- WATER METER 'Ys „ __-- 27° I( ti rym 3963 MARKET STREET, SUITE C-3
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PHONE, 910-915-0650
I( I --_ �--► SANITARY SEWER MANHOLE - iz - -"-.-- ., _' r � k _ .,1 T :, _ -. - FAw 910-815-0393
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442
P JECT INFORMATION:
ao1 /
36 i
,
e-CB-Sa-1 �, ', ,. \ QI � �' I ,�r ;' / - t \ � � / / SOIL SURVEY FROM SOIL CONSERVATION MAPPING:
BAYMEADE GROUP A - MAJORITY OF PROJECT SITE
j...taz (Be,\ Project
SEAGATE (Se, GROUP A/D�)- LOCATED IN BORROW PiTS
34, s 1 -
_
s
NQ ( / ._\ j / -✓ } I _. 1 11.-
SITE CHARACTERISTICS BEFORE & AFTER DEVELOPEMENT
sv BEFORE: NO IMPERVIOUS AREA
'12- NE $ AFTER: 11.70 ACRES IMPERVIOUS AREA
Q. + 1
r ' R „ / I i 1 UNDISTURBED AREA: 45,940 S.F. (1.05 AC.)
r
°+ A A a� `_ ^� \' ' , \ : � _ - � .` \ a , � C /,'� ro'L; 'O�QQ, /r DISTURBED AREA: 836,150 S.F. (19.20 AC.) COVIL AVE./
a
I I p 11fi DA � ` � / t-:: r r.rtl'.'.../JQQ , ', /, :a - k y.''G.y7`i pJ0 7 %' /
:
rj,� . �
I ay GAK N I , / a /, . APARTMENTS
:
.; � � � , ': ; I ;_ ,y;..• , ' ,v > � ;'.� NOTES:
I Y / SEE DETAIL SHEET FOR TYPICAL STREET CROSS SECTION.
i - v TAX I.D.
SEE DETAIL SHEET FOR TYPICAL DRIVEWAY DETAIL.
° e-s ' \ 055-OB-004-001-000
SEE DETAIL SHEET FOR TYPICAL CONSTRUCTION ENTRANCE DETAIL.
. ; JB-2 ♦ ,.. ?'-- \ i. 2 ''
e c v ♦ n. SEE DETAIL SHEET FOR TYPICAL CATCH BASIN, DROP INLET AND MANHOLE
N ,! 6 1 DEED HOOK 1287,
NO SIGNIFICANT SWALES ASSOCIATED WITH PROJECT.
i H /'' _, ?`' f . pQ yti '; %„ /�} ,• / ALL ROOF DRAINS MUST BE DIRECTED TO EITHER THE FORE13AY OR COLLECTION SYSTEM. PAGE-621
_ e
I , z IryE ". ;__..� �� .'"� ._...'. Mls ;�._-.._-,'' - -! .-'-' ' d. ' ^l -- V %f/ ♦, , °� \ � ' ryas .
1 � 4 r \ � I /'y. - ;, .. ! a! � ♦ .7 � 6RY ..� ; 3 ;BO° .�,'\\ -.....q, ;'',' ;.:-'' /
I I +12 PIN - \ e OWNER DEVELOPER
W -. \ r .,l i � , , .; , ;: :� ,i Ao ; . - �'� O� EY ALL'♦ ,♦♦ �M � ;- „�1� ,.
, ,_�i ! \ / CONSTRUCTION RP WILMINGTO
°! I SEQUENCE
12 IN[ ,, --- � \ \ GQ♦t \ ♦ \ / 1. Obtain all the approvals and permits necessary to begin and complete
Pi
D N
�, _ ) ' ' j . / ♦1 r/ �,. ypjl�T the project. The approval and permits must be obtmxd before the �C
i nj + i 3, ' ,` \,/\-\ i -� / ; r / disturbance begins so that work will not be interrupted or delayed due
\' "� t f � �J ♦ .t. = to the lack of approved plans.
. 2. Schedule and hold a preconstruction conference before starting any 4000 Piedlnint Prkwy.
♦♦♦�o� 1 ♦,S$ ,� y "-� / demolition, timbering. clearing or grading activities with the owner and suite 130
♦♦�Q� _ 4 ♦ 'r_ = / engineer (or representative).+ (�_rJA , ' `, '.I (rp.�,, + ♦ '1 - y 4y EROSION CONTROL LEGEND 3. Install silt fencing along Dadington.Ave. as shown on the plan. Install the block and Highpoint, NC 27265
li + v- / ,• `` \ 1� ` `. ' ,'F"� I - : / ♦♦♦ - "� / _ / gravel inlet protection at the existing storm inlets at the ewating end and the proposed (336) 856-7150
'� {{ i 1 ♦ _
a I •, + + - - L INLETAve.
Y k \ connection of Dariinton Ave. and Covill Rd.
I : `, � .\ :. , I:,. -.- " _. -.__ ♦ �/\\/'\��♦\♦ , i;\ vr'' / BLOCK& GRAVE Clear the area necessary to gain access along the full width of Darlington Ave
'• + I tpf, • / �A( �B_5 ' - - �\ Y" r ;.' and Covill Re. Rows and install the temporary gravel construction entrances. -
ur? `,----- _ ° ♦ y___ ,,., PROTECTION 4. Clear and grub the detention pond orea first. Then begin excavating the large sediment
m I 1101. + ' 1-t ' \ `. ♦ - .- trap ( the future detention pond ) and build the dam as shown. Job Number
immediately stabilize the trap and pond berms after construction into sediment Ponds.
\ , / 5. ring, qru bing a ggradingg on the remainder of the site.
j + ( / "I �, ! ��r / �... -. - _ / � SILT FENCING Comtruect temmporory divversion swales along uhre alarm Pipe locations.
+ . ;.,(\, 7 :�,� :,� , .b1 1 \ i; ♦JB 3•'•.. r.'• 3\ r, ; lit p ry permanent groundcover within 30 days
Stabilize all disWrbetl areas with tam ors or
e 8'40tC j C M., 33 - / ;- - ♦ _ ,2i� oft er any phase of grading, whether clearing, rough grading, or finish grading. Refer Drawn KBW
to the instructions on temporary stabilization on the seeding schedule.
° • a t `\ - . , =r r p ry 9 Checked JwT
r - 3"'; / °.° RIP-RAP APRONS 6. Build inlet boxes to a heigghth to allow tem ory site drainage and install block
:6' 'K /`% T �° Date 5-15-98
C -y ' , 5
' :i3 and gravel protection. Build temporary swo s W inlets, if necessary.
s" O •,. _,\� � .' �:.-_,_,,. �;R `, �,-./;! � _ - � 7. If it Is determined during the course of construction that significant Revisions 6-30-98
Q / / sediment is leavingthe site despite proper Implementation and
GRAVEL CONSTRUCTION maintenance of th a P p REVISE STORM DRAINAGE
approved erosion control plan, the person
.� I '', + + d2. t„ .A _ - Q�♦ f, ._J .- ' ENTRANCES responsible for the land disturbing activity is obligated to take 7-29-98
I I I ,y + �== g; • :' "- \ - ♦ f / additional Protective action upon request from the Engineer. NO CORP WETLANDS
8./ Inspect and maintain the erosion control devices ao t continua to
•' - ^- \. ,� ' / \ ♦ 4 .t,' TD function properly. The person responsible for erosion control is also -
(�.\J\ I I fQ,_ i ` _ - eve w ,__ ` -� "'• \ �'. -g'k ,"' rEµpo RARY (�WQRSIC'3N SwAL�S responsible for taking the initiative in inspecting and maintaining these devices REVISE POND & ER0S10N
V Y
\ -, •sar - ------_2D . \ -' �'�� _- � y0 / / � Do not wok for erosKm control personnel to point out the need
.f - :r / - }'ate RCP - -- \ / _ ♦ - ' i / for repairs and maintenance. CONTROL PLAN
0 OAK .�. : " - ,• A := Keep m is off the public street at all times. If mud or
^i I debrisiud� d deb use a ris remove
10 ,. _ ' r.;-..'' ,' / �.y. LOCATION PIPE DATA immediately. AND DEBRIS ARE NOT KEPTOFF THE t STREET,
_
_ _ / UPSTREAM! UPSTREAM SUB C .INLET PIPE C RECEIVE t I I 3 ----.✓ V 1 ; { N y (REVOKING E GRADING I A P WORK
/ - , --._QDF71 .; -.-„ r /j 'r�i' FROM ! N T 1SUB'T ITIME:T TC I-10 'COMP O-10 Yr' :SIAPEi D1lAM. LENGTH: TIMEN RNERf ;LOB; TOP ELEV.
NOTES
ENFORCEMENT ACTION (REND I G THE RADI PERMIT AND/OR STOP
.. ,,, - _-._- _ _ y .� . ,� ♦♦ , /,� / ;'r 9. Permanently stabilizeEallr disturbed orew. Refer to seedingschedule
. I ...,(� „ ._ , ,. - J ♦ -`,.` 4j /' ,,;� W51t)E OIA. : '.acres ! ;acres ,min. ;min. min. eh YL in. /L min. TOP tELEV
� fort s of seeding to be used.
;
-C8 1 ,GI-T..-_ M-3'z3'_.,. .OB- B6 C. ',..1.37 0.40y1.37 •4.2 .._� 4.201-723 0.40 4.54 RCP-1A 333 15 B 0010 29,59 2810-:TOP 3230 TOP-EY°TaP aIAB _ � 9
w ff), k i , ; ; - .-• A� '.., - ._.,,! r -- - 10. When construction is completed. remove
CI-� Cl _- M-2'z4' ;0e-ce-s0-1'. 0.330.85 1.90 <5 :O.o10: 4.21 7.23 i0.48:� 5 RCP-1 1.06 : 15 38---'i0.111 29.05 ! e. T.C. 2.8 p all temporary erosion control
. '. _.-. _ . .._6. 9 i 2 67 3 5 rap n-rap afxe -.. ..
� � ---_., y � -.. � �� =r.. "^ /;/,• � ^ ! r:.• 2 ' 176 -�- -- - devices after the site has been sufficiently stabilized to restrain
--_-_ •. -. V.,% ,' _-- ' O K r r/t .,......__ p / / CB-1 M-2'x4' -_'!OB-C8-50-1:: 0.88 0.85 -2.78 <5 0118 4.32, 7.23 i0.53'. 10.85 RCP-2 + 1.18 : 78 ': 0.480� _. . � �.__ .- . . ,� � • 'tc ;i.' r /i :':' � � .__. _.,- , ; 29.82 27.53 :T.C. 3265 erosion.- ,� _- i9..-gUl.. - r - .. r , g_i ___ - - :0.5 ' Remove and properly abi se of accumulated sediment and the
_ � ': i- ._�--2 M 2wS _--,V 5660 ;_1.Ot 0.80 379 <5 0.586 480 7.23 0.80 18.49 '�,RCP-3 '� 0.80 ': 24 � 230 �"--0.694 1, 27.50 :28.12-;.- 31.60 mpF1�TaP GRATE .ppoo
I , �. _ _ _ - ... , _- _ , ..-_ -_--..- _ _.-- _. _ debris from the devices, and stabilize the location.
11. Arran e a final inspection with the erosion
_ control inspector to
GB-SA Qg-S_ M 2x2__..._-',V-5822 071 D.70:i_0.71 <5 NA <5 7,23 .0.70 _.._3,59 RCP SA1.00 1$ 81 (-_0204 _28_7_1 2750 30.80 9 P P
; , , , ... , - ...__. confirm that all requirements of the approved erosion control plan have
` / - -2k2'- V-5822 0.48 0.85; 1.19 <5 i0.20L <5 , 723 0.76 6,33 RCP-5 1.00 " 13 85 1 7 27.45 26.80 _30.80
T- .. i i. , pQ1 :-/ •;' - - , --0 $ , _ been completed.
CB 3 CB-2 M - - ' - - _- - -- -_ ,__-__
JB-5 M-2 x3' 'V-5860 "0.37 0.65,-5.35 <5 1.290; 5.49 7.i 0 0.64: 24.31 ;RCP-4 0 62 30 84 0.187 ; 28.07 �25.55 1 31.70 -
- - - 30.70 __. _....
..!. -'' CB74A CB-4_ M 2x2 --,i.V-5822 --0.64 0.75 0.84 <5 NA <5 7,23 ,0.75 3.47 •RCP-6-- 0.71 15 82 .0310 • 28.21 �27.63
i 3 1 f% %
; ,. ,. �;..! .�% ,. '.-' ' / C9-4 JB-4 M-2'x2' _IV-5822 --0.75 0.@3_-7.38 <5 0.303 <3 , 7.23 10.80. -8.04 ,RCP-7 0.71 18 138 -��0.502 , 27.38 26.62 - 3i 00 - SEEDING SCHEDULE
lambi DETENTION POND ,/ /:'' ' :=' JB 4 ,JB-S M 3r3 :4xix6 C. 013 085;.-154 NA: .e <5 7.23 i0.80 8.91 :RCP-8 : 0.72 24 142 I_-0.207 128.57 '25.55 -S1.Ip ipp-
/.',' / -- . -.. -__ _ _.... ____ _.__ EIrTOp
SEEDING SCHEDULE
,�;,:',• i - I r : : �i / - 4'x4• 4SNX4.5'x6' C�NA N.A. 6.89 NA•0 2 5.86,7.07!0.66 32.92�RCP-30 1.88 --30 215 U.703 25.w :21.50 31.80 Tap Tap
FALL/WINTER/SPRING TEMPORARY COVER AUGUST 15 - MAY 1
4 , JB 5 OUT M 5
r r r r
CI-3 CI-36 M 2 x4 :DB-CB-50-1 0.11 5. NA < 7.23
5 , 0.68 RCP-BA 1.70 T2 0.338 , 30.80 ,29.5E iT Ume_._ ._._ , _ 0.51 t5 100 0.433 .4 !T.C. _
1 ) GI-38 C8-3A M 2x3 !E 7030-M3_041 085y--032 <5 0.338_ <5 7.23 0.85�_"3,2Q ,RCP �_2�_9 -28.96 , 3380 _ __ 10-10-1 F 00 Ibs/1000 N
_ ___ --_ __ 0 Fertilizer 25 Iba/1000 st
/r ;-/; / CB-3A : -213' :E-7030-M3 0.B5 ;0.75i 1.17 <5 i0.771. <5 ! 7.23 0.79 6.68 ! -10 033 t5 207 7. Oat Seed 2 ros 1000 ffi=t9 - .' -2'xV I V-S660 '', 0.55 10.70; 13 1.444i <5 7.23 i 0.76 9.45 RCP-11 : : 0.315 27.78 :27.25 33.50 _ Gmin Seed /
.:' CB-8 5;8.-9._ N 2.<5 .... _ 1 , 0,ol . 1& 102_-;_. _- _...._. Ry0 1 bs/1000 of
CB ' M-2'x3' V-56eo 0.98 0.75:: .7 <5 1.759• < 0.78 ..4 1 Strove Nulch "
4 aRAM00aN 11/AE MIVi 250 , / r, _:C8.-10 _ ,....3 0 , S 7,23 1 84 ,RCP-13, 0,61 -_2_4 114 -0.089 26.45 26.50 3 20 100 Ilia/1 AUGUST
T
;;; ,/ ' CB-10 ,p-,4_. M 2 5660 :-0.55 ,0.80-3.25 <5 2.076 GS 7,23 0.77 -18.08 RCP-13 1.81 24 57 0.089 28.45 25.53 : 30.40. SUMMER TEMPORARY COVER MAY i - AUGUST 15
i - ! i i ' _ _ _ _.._ -
/ : 2}, - - a .- Ume
,
100 Ibs/IOD0 of
p'T �' CB-12 - M 2 x2 -':V-5822 --D.38 '0.55i O <5 NA < 7 0.55' -fi 0.80 '--12 108 .271 28.56 27.72 32.3G 10-10-10 Fertilizer 15 Ibs 1000 N
Brownt Millet Seed 1 Ibs//1000 st
,JB-1 M 2x3 iV-5660 i,t6 0.85 -1.10 <5 NA i 45 7.23 0.65 5.17 RCP-14' 0.51 13 84 0.373 28.75 28.32 : 31.50 Straw Mulch " 100 Ibs/1000 of
% ,?' .•,. /. JB-1 ` tnD 'wA _ '. ,-.. _ Sheet Title
•: , : IN : - -. i : : ;' .- - ' ;r ; ._-.. ,Lti-.S.._.. ',PCMN 4 0 v_ 1384__ 1 10 NA q_3t 3 <b _NA 0 65 __5.17 RCP 15 0 5t ! 15 : 108 0.388 i'�, 28.27 2772 32.80 1_pp Fy.Top RI SPRING/FALL PERMANENT COVER -
_: L_ ; ;;' �:. - -f- -- - _ __ -- -----` _._- -- -- ------ -- r-_- _ -- _-- ---N-___ MARCH 1 MAY 15 3
CI-5 -13 IN-2'z4' !OB-CB-SO-1 0.84 O.SS 2.42 U.699 <5 :0.71 i AUGUST
'. <5 1 . P-17 0.32 24 29 27.87 27.00 T.C. J7.70 Ume 1100 i a1 OBER 7
l: :;, ,� ' r 1T ,,,CB 12i CS-14 M 2x3 iV-5660 ; Q,Sg 0.60:-_301, <S 1.092 <5 7.23 ,0.69 -.,1.502 RCP-18 0.50 24 131 38D �8,.95 ,26.29 31.20 10-10-10 Fertilizer
U - - -- - - __ _.....
'; OR CB-14 :CA-4 N 2'x3' J V-5660 0.62 0.65 3.83 <5 '1.388 <5 7.23 0.68 17.85 RCP-19 0.51 24 I-- O' 25 Iba 1000000.7f f
;:, i ! / ' /• ;./j -'.� ' '� /i ,. - - -. _- , _. __. t39 j--0.375 " 26.24 25.53 30.70.- -_.. Improved Turi Type Fine Fescue Seed 8 Iba�lc of GRADING,
_ _ _ _ Straw Mulch • 100 Ibs/10o0 sf
CI-4 10UTLETI '. -7 0.7 .N 3.5'x3'-- E 030-M2,0.42 3, 7.30 <5 '.2.163 <5 ! 7.23 0.72!_--- '-- --- - -'--�-__--�
I/. 1V.• PINE _ ,,-`,._ " ../ ; ,./ 3600 RCP-20 349 _Se its `..O.t34 25.4821so iT.b. 30.10 SUMMER PERMANENT COVER MAY 16 - AUGUST 15
STORM
l ° 15' _ I _
. I •• 33__/ "Q..♦ / ,.r ;� ,' ;'�-'� �' I-8 CB-15 M-2'w3' ',E-7030-M3: 0.7 0.50 « NA <5 7.,a 0.70 2,53 RCP-28 1,58 : 15 18 0.103 : 31.88 3v.ir, I.C. 35.00 lE 1 - M DRAINAGE
GRASS IANRNG a SEEDS SPRKS
,. IN -_-.. : ; j - , /, '' :' /' _CB 15 'CB-16 M 2x3'- _;V 5860 _ '',_062 0.80-_712 <5 R.103 < : 7.23 :0.76 j_-6A5 IRCP-21 , 0.81 18 -0.772 � 30.87 i29.08 33.80 BERMUDAGRASS PAPRL-DULY 1-2 .75 STOLON$
- - - --... _-,_.-. _ P_33,. _ i -�,,. . ;,,,., ; �' .'' CB-16 ,S -J7 M 2 z3- _�Y-5660 0 50 0 80!- 1 62 <5 !0.875 <5 _ Z23 0 77" 9.02 RCP-22: 1 18 - 16 159 -1 454 '1 29.03 27.18_1 32.70 BERMUMGPASS(HYBRID) APRL-JULY - .76AND
4 WV. - 1 ,� ♦ ';, �� �� ���1,.1ti �:,�� r. r`` ......� / ,. � ' r - <-.. - __ - -- _ _ __-. - _ _-__ _ ____. - __ .__ ._. _..___ _ ARGNJTINE BAHVQRASS MARCH-JULY 5 - -
- � j' CB 17A CB-17 M 2x3 iV-5660 . 061 075�0.61 <5 N4 <5 7.23 0.75 3.31 RCP-23A� 1.82 ! 15 11 0.029 -e .1 CENRPDE 3-5 Gam.rm S 8T4 58 E 6 7 - -.
s 1.0-
- - -_ _ -. o ...... MARCH-A Lr .755
6.76 . 2 33 .28 3 3065 GRASS 25 50 ON
' - -- srAucsnNEcws
`A� gN-37 _ CB 1-- JB-2 M 2 x3 V-5860 -0 47 0 75. -2 70 <5 1.413 <5 r 7.23 O 76 14.83 RCP-23 0 53 !, 24 _ S7 --_1--0 154 , 27.13 26 88 , -.31 10__.._-____ - _-_-_--,-_ TALL FESCUE SEPT.-OCT.15 8 -
i INN OF SS- 22.79 _ __ _--_ _ _ ___ ZOYSWGRASS 50-1.0 .25CONTROL
-'-._egg--- INLET-1 CB-18 FES :NA i0J0 0.25� OJ0 GS 5 7.23 •O.25 --1.27 : P- 4 38 .101 - 7 ----NA - _ __--
F1EW CM-u-a V m-OF'9tSING$-SSA_ - - :' �j D / <5 7 23 0.48.
BffORE SETTING ANY STOIW OANIIGE SIRUCNRES - _-..' / CB-16 ,JB-2 M-2 z3' V-5660 __. .-- . __- 11 _ 1 _._ --__-
I I '. ,-,. / .._. ,_O 9 ,0.7 9 ,<5 01. 6 ,(W 4A, 7 2 . 4 ; 28 O ,-.. 3 i. OPTIMUM DATE OF PLANTING. SEEDING UBBEYOND THESE DATES INCREASES
.4 5 1 i 0.1 3,9 P 2 8 15 -0.02 00 27.4 40
p I A A TEMPoWRY_1�ASUfE-THE 011ILE7 OF THE O / . / __ - / / B-2 JB-3 PCMH- 4 0',,V-1384 -NA N.A. 3.89 <5 '1.587 <5 7.23 0.67• 18.79 RCP , 0.51 24 219 _ - THE CHANCE OF FAILURE. 3-5
s 25 0.661 26.01 25.70 3t.70 lop a.Rop mN
-----tERR00N"VOIO MIL DISCHAIIC£1NfQ9NE-905RIra 24 /'- - :PCMH- 4-e V 1384 i NA NA 1, 3.96 <5 _2,228•<5 0 67 18.79 RCP-26 0.50 2.4 218 O S70- 25r65 24.55 33.35 Top_EL Top Rim.. 2.2. POUNDS PER 1000 .FT.
Y, - - _ �, +y \ q 7 - OCl1TLEf2M-2'x3' --}E-7030-M3'-065 0.73� 4 <5 :fJ <5 -�� 068 ---- { - ---30 64 t 3. BUSHEL$ PER loon safT. Sheet Number
I II I I mvO�"UES�"D3MImiNGNC`TooTTHE FUTURE SPIN""DR/HAGE / - -- -
THAT is PART OF THE N,CA.o.T.PeciewrE BLV0. i,- - y \ ORNNAGE -.
I I E TECfM ISD. �WIN I1 L N / ry / / 60 0 60 120 180 INLET 2 CRO55 O�t�4 CULVERTS NA 17.7f 0.40' 7 NA 15.2: I6.36 0.40 Q 43 ri RCP-29 4.31 ! 30 6p 27.00 2 .41 NA WALL AT IXR Seed Tempo ary cover !o stabilize temporary sedimentation contra measures and other
/ '� 3 I -,-_)'ONO _ -.._ _.- - "� -- -_-- _ - / / DETENTION POND OUTLET SYSTEM : 1-10 Q-10 ri disturbed areas to final grading. Said permanent cover when final gradinghas bean
I UB-7 ;PCMH 4'e'NA NA NA : NA NA NA NA NA NA ! 16 RCP-32 0.28 ! 24 70 25.00 24.80 26.35 MONOLRHk; MH ecc p=bhed. N panting season is not suitable for installation of pemaent cver,
JB 7 JB-B M 4x4 .,.,.,;V-1384 : : NA 16 RCP-33 0.28 24 2a4 ! NA 24.75 23.95 31.Op on a imto0 to ry cover suitable for that season and reseed with permanent S D 3
.! ''._'�. - > :; ,y / )f f JB 8 ,IX.MH - PCMH- 4;O;V-1384 .,NA NA -NA NA NA ` NA NA ' NA ' 18 �.RCP-34 028 ; 24 37 " 11A 4 23.90 23.80{ -33.50 HECK 8' S.S. EL_ gross at readiest possible date� f
_ _ FES-1 UB-7 -- FES NA 1.53 �0.15�1.53 'NANO I<5 7.23 0.13 1.66 :RCP-33 0.54 : 15 74 -NA 25.15 24.75 • M
' - - - to the manufactures mstrucbore, r twine g ezcNabr mats staked t ground acco
char straw mulch by applying an a ha" binder emulsion at a rate of 10 ga0ons per 0
/ Scale 1000 s i, or install jute, paper o netUn or o ro Mi
//__ MmMASONRY PCMH PRECAST MANHOLE I FES>•FLARED END SECTION I V 1?7?>aWLCAN CASTING I DB ?T77eDEWEY BROS CAS'fINC E TT7?�FAST JORDAN IRON WORKS CASTING 21
I
k

EN>a'HUOELONS FOR - GRAVEL CONSTRUCTION EXIT ('/'�/'� 'JIT��� I
SILT FENCE - 6. BACKFILL THE 'FRENCH AND TAMP THE FILL TO FIRMLY ANCHOR THE COULTER
V .LLJTER
BOTTOM OF THE FILTER FABRIC AND WIRE FENCE TO PREVENT WATER :RETALIATION
INSTALLATION FROM FLOWING UNDER THE FENCE; MAKE IT GO THROUGH THE FILTER INSTRUCTIONS FOR STORM DRAIN INLET PROTECTION USING A
ND
FABRIC. - BLOCK AND GRAVEL FILTER J- QUEST TO PLANS PFORROBLEMS
LOCATION AND SPECIFICATIONS. IF THERE ARE HART
1. REFER TO THE PLANS FOR PROBLEMS, EXPERT,E AND SPECIFICATIONS. IF - QUESTIONS OR PROBLEMS WITH THE.LOCATION OR METHODS OF
THERE ARE QUESTIONS OR PROBLEMS WITH ME LOCATION,ARCHITECT,
OR S. CWHEREONTOUR,
IT IS IMPOSSIBLE TO INSTALL THE SILT FENCE ON THE INSTALLATION CONTACT THE ENGINEER, ARCHITECT, OR RESPONSIBLE A
METHODS OF INSTALLATION, THE
THE ENGINEER, ARCHITECT, 00. CONTOUR,PRUNOFFOINT.
WILL FLOW ALONG THE FENCE AND POND AT THE INSTALLATION PERSONNEL ON THE SITE POR ASSISTANCE. EROSION CONTROL PERSONNEL JEWELL
ET/■�T T
RESPONSIBLE PERSONNEL
RA ON THE SITE FORNST ASSISTANCE. EROSIONHAVE
LOWEST POINT. WHERE THE TOTAL DRAINAGE AREA TO THE POINT OF ,LJI ,LL
CONTROL PERSONNEL NAVE COPIES OF INSTRUCTIONS FTIHS ART NAY HAVE SQUARE
IS GREATER TSAR 5,000 SQUARE FEET (LET EXAMPLE: A 1. REFER TO THE PLANS PFORROBLEMS
MS WITH T AND SPECIFICATIONS. IF THERE HAVE COPIES OF INSTRUCTIONS AND PHOTOGRAPHS OF PROPERLY -
INOTOGAAPNS OF PROPERLY INSTALLEp SILT FENCES AS AN AID TO SQUARE ?O PERT ON A SIDE), A SILT FENCE OUTLET I£ REQUIRED; INSTALLATION,
QUESTIONS OR PROBLEMS WITH THE LOCATION TE OR METHODS OF INSTALLED EXITS AS AN AID TO INSTALLATION.
INSTALLATION. WHERE THE DRAINAGE AREA IS CHEATER THAN 10,000 SQUARE FIST (FOR - INSTALLATION, CONTACT THE ENGINEER, ARCHITECT, OR RESPONSIBLE T NAME S
IF THE SILT rEKCZ IS BOT TNSTALLEO GDARECTLS Tel FIRST TINE, IT NECESSARY.
A SHARE lTI FEET ON A SIDE;, A SEDIMENT HO TARP IS PERSONNEL ON THE SITB FOR RESISTANCE. EROSION CONTROL PERSONNEL 1
NECESSARY._ THE LOCATION OF THIS OUTLET MAY BE SHOWN ON THE HAVE COPIES OF INSTRUCTIONS AND NAY HAVE PHOTOGRAPHS OF IF THE CONSTRUCTION EXIT I$ NOT INSTALLED CORRECTLY THE FIRST
WILL SAVE TO BE �eILT. - PLAN, BUT CHECK TS INSTALLATION IN THE FIELD WHEN THE WIREPROPE TIME, IT WILL HAVE TO HE REBUILT.
i FENCE I£ UP SY; DETERMINE IF ADDITIONAL OUTLETS,ARE NEEDED. SEE INSTALLATION.
BLOCK.AND GRAVEL FILTERS AS AN AID TO
2. DETERMINE THE LOCATION ON THE GROUND TAKING INTO INSTALLATION. 2DETERMINE THE
CONSIDERATION: THE DETAILS OF THE FENCE OUTLET FOR INSTRUCTIONS. CONS DERATION:LOCATION ON THE GROUND, TAKING INTO
IF THE INLET PROTECTION 15 NOT INSTALLED CORRECTLY THE FIRST _
•; A SILT HARRIER (PREFABRICATED SZ,a,MKCE) CANNOT BE: - TINE, IT WILL HAVE TO BE REBUILT. -_"-'-'�
SUBSTITUTEDI I THE SILT FENCE MOST BE CONSTRUCTED AS MAINTENANCE - I THE CONSTRUCTION EXIT MUST BE IN PLACE:DURIIIG ALL PHASES OF - iYNATEB\Ey\nrfY ..._ _
DESCRIBED IN THESE INSTRUCTIONS. 2. DETERMINE THE LOCATION ON THE GROUND, TAXING INTO CONSTRUCTION; IF THE LOCATION IS TO BE:GRADED, THE EXIT MUST BE L4NDS'*✓caaili•t3
MATERIALS, EAT ALLBT, AND PERSONNEL MUST HE AVAILABLE FOR CONSIDERATION:
ALLOW sUPFxciedT SPACE FOR MAINTENANCE, GRADING, FILLING, AND w.nrlMANce AT .M.*. TIWDS- INSTALLED FORTHE INITIAL EDRK,. REMOVED TO ADKNG GRADING OF THE LANDiBCAPE ARCHITECTURE
OTHER CONSTRUCTION ACTIVITY BETWEEN ME SILT FENCE AND THE DIVERSIONS ANd/OR BERMS MUST BE USED TO FORCE RUNOFF THROUGH LOCATION, AND REPLACED IMMEDIATELY AFTER GRADING SO THAT IT IS
CONSTRUCTION SITE. IF NECESSARY, KAVI SLOPE STAKES, BUILDING 1. INSPECT THE SILT FENCE: - -
CORMERE, STORM DRAINS ETC. SURVEYED BEFORE CLEARING TO GUIDE THE FILTER INTO THE INLET SO THAT IT DOES NOT BY-PASS THE INLET IN PLACE AND FUNCTIONING AT ALL TIMES.
INSTALLATION. %NOW WHERE THE TOE OF FILL SWISS WILL EXTEND SO DURING CONSTRUCTION: TO SEE IF MACHINERY OR FALLING TREES HAVE Ago CAUSE PROBLEMS ELSEWHERE. � • IF THE SITE WILL HAVE A LARGE NUMBER OF VEHICLES USING THE SSS Nest t(et6 f;tt'Qet
THAT SUFFICIENT.RHH IS LEFT BETWEEN THE TOE AND SILT FENCE FOR DAMAGED THE SILT FENCE; IF DAMAGED, REPAIR IT. TO SEE THAT FILL Durham, North Carolina 2W01
MAINTENANCE, REPAIR, AND REMOVAL. � MATERIAL HAS NOT ACCUMULATED AGAINST THE FENCE; IF IT HAS, IF THE INLET IS TO BE RAISED IN STAGES AS THE PALL IS BROUGHT EXIT, IT IS ADVISABLE TO HAVE A ATEZ DIVIDED ENTRANCE THAT DIRECTS
REMOVE THE MATERIAL, REPAIR THE FENCE, AND MOVE THE FENCE OR UP AROUND IT, 'THE FILTER MIST BE REMOVED FOR GRADING AND ENTERING TRAFFIC THROUGH A SEPARATE TRAVELWAY PARALLEL TO THE 0i8 BBB O86B
ALLOW AT LEAST: FILL SO THAT IT DOES NOT HAPPEN AGAIN. REPLACED IMMEDIATELY SO THAT THE INLET IS ALWAYS PROTECTED FROM GRAVEL CONSTRUCTION EXIT IN ORDER TO REDUCE THE NUMBER OF.TRIPS 1PAX 919 BBB BB'}B
THE ENTRY OF UNFILTERED RUNOFF. - OVER THE STONE, INCREASING THE LIFE OF THE GRAVEL, AND REDUCING
15 FEET BETWEEN THE FENCE AND SINGLE-STORY BUILDINGS. • AFTER EACH RAINFALL: TO SEE THAT RUNOFF IS NOT FLOWING UNDER
I THE FENCE;, IF IT IS, BURY THE BOTTOM OF THE FENCE CORRECTLY. TO J. REFER To ILLUSTRATIONS IN THE PLAN TO ASSIST INSTALLATION. MAINTENANCE. REFER TO THE ILLUSTRATION FOR DETAILS.
25 FEET BETWEEN THE FENCE SAND MULTIPLE-STORY BUILDINGS. SEE THAT RUNOFF HAS NOT TOPPED THE FENCE IN LOW POINTS; IF IT - RUNOFF AND SEDIMENT FROM THE SITE MUST BE DIRECTED AWAY FROM
.4. PLACE CONCRETE BLOCKS AROUND o THE OPENING OF THE INWATER CA THE
LO FEET BETWEEN THE FENCE AND THE TOE OF FILL SEDERS. - HOLES IN THE BLOCK PARALLEL TO THE NUMBER
C THAT SE WATER CAN THE EXIT SO THAT IT DOES NOT FLOW INTO THE STREET OR OTHER OFF-
I FLOW THROUGH THE HOLES. VARY THE NUMBER OF COURSES TO BUILD TN-e SITE AREA; CHOOSE A LOCATION FOR THE EXIT THAT WILL HAKE IT _
WHERE POSSIBLE, INSTALL THE SILT FENCE ON THE CONTOUR SO THAT HAS, AN OUTLET MAY BE NEEDED,AT THAT POINT TO PREVENT FUTURE FILTER TO THE REQUIRED HEIGHT. IT MUST BE AT LEAST 12 INCHES EASY TO DIVERT THE RUNOFF TO SEDIMENT-TRAPPING DEVICES.
RUNOFF GOES THROUGH THE SILT FENCE AND DOES NOT FLOW ALONG THE FAILURES. HIGH.
SILT FENCE AND POND AT THE LOWEST POINT. WHERE POKDING DOES - - IF THE GRAVEL CONSTRUCTION EXIT DOES NOT FUNCTION TO KEEP MUD
OCCUR, SILT FENCE OUTLETS MAY BE NECESSARY SO THAT THE FENCE 2. CLEAN OUT ACCUMULATED SEDIMENT WHEN IT REACHES A DEPTH OF ONE- 5. INSTALL 2 % 4'S AS SHOWN IN THE ILLUSTRATION FOR REINFORCEMENT. AND DUST ON-SITE, THEN "tt SOIL OR DEBRIS TRACKED FROM TN'e SITE
DOES NOT COLLAPSE. HALF THE HEIGHT OF THE FILTER FABRIC- PLACE THE SEDIMENT IN A MUST BE PHYSICALLY REMOVED FROM THESE AREAS BY FIRST USIN': A
DISPOSAL AREA OR, IF APPROPRIATE, Ill IT WITH DRY SOIL ON THE 6. WRAP HARDWARE CLOTH AROUND THE OUTSIDE OF THE BLACKS AND ON SHOVEL AND BROOM AND THEN WASHING THE PAVEMENT.
3. CLEAR THE LOCATION OF THE SILT FENCE, CLEARING ONLY WHAT IS SITE. THE GROUND. HARDWARE CLOTH IS WELDED, GALVANIZED WIRE FABRIC
NEEDED NO PROVIDE ACCESS TO PERSONNEL AND HE SILT
FOR WITH 1/4 - 1/2-INCH SQUARE HOLES. ' IF THE PERSON RESPONSIBLE FOR THE DISTURBANCE FAILS TO TAKE
INSTALLATION. IT IS PERMISSIBLE SO PACE THE SILT PINCH IN THE OO NOT DISPOSE OF SEDIMENT IN A MANNER THAT WILL CREATE AN
EDGE OF EXISTING TREES AS LONG AS THE OWNER ALLOWS IT AND CARE EROSION TEDASD. DO NOT ERECT A NEW SILT FENCE ON TOP OF iKEEPIS TAKEN TO PROTECT THESE TREES DURING•INSTALLATION, ACCUMULATED SIDINENT BEHIND '�HE'FENC¢. I. PILE CLEAN WASHED STONE (1-INCH DWARETCL AROUND THE OUTS TOE OF INITIATIVE TO TAKE SAIL AND DEBRIS OH THE SITE ENFORCEMENT
INSTRUCTIONS FOR
MAINTENANCE, AND REMOVAL IF THE TIRES AFA RI REMAIN AFTER - THE BLOCKS AND ON TOP OF THE HARDWARE CLOTH. ACTION MAY /O TAKEN AGAINST THE SITE AND THE GRADING PERMIT
CONSTRUCTION. DO NOT ATTACH THE FILS¢R FABRIC TO THE TAE£5) AS REVOKED AND/OR A STOP,WORK ORDER Issv£n. STONE APRON OUTLET PROTECTION
IT MARES BURYING THE TOE IMPOSSIBLE. - IF SILT PENCE OUTLETS WA HEE USED, REMOVE AND REPLACE THE STONE R. WHERE POSSIBLE, DIG A SMALL,PIT AROUND THE FILTER TO STORE
FILTER WITH CLEAN, WASHED STONE WHEN. THE EILTER BECOMES
" - CLOGGED- ¢fSPOSE OF ME lx1NTAMINATED'STONE PROPERLY. SEDIMENT. 3- CLEAR THE LOCATION OF THE EXIT, REMOVING STUMPS, ROOTS, AND INsrALLATiON
4. AFPAIR ANY BREAKS OR ROTTEN PLACER IN THE FILTER PABRBC.
9. IT IS ADVISABLE TO PLACE GUARD STAKES AROUND THE FILTER TO OTHER VEGETATION IN ORDER TO PROVIDE A FIRM FOUNDATION SO THAT 1. REFER TO THE PLANS FOR LOCATION, EXTENT, AND SPECIFICATIONS.
4. : EXCAVATE A 6 % 6-INCH TRENCH ALONG THE LOCATION OF THE FENCE. - : ALERT MACHINERY OPERATORS OF ITS LOCATION AND PREVENT DAMAGE TO THE STONE I$ NOT PRESSED INTO SOFT GROUND. CLEAR ENOUGH WIDTH IF THERE ARE QUESTIONS OR PROBLEMS THEWITHE THENGINEER,
LOCATION, EXTENT,
USING A 'DITCH WITCH' IS HELPFUL. 5. IF THE PENCE IS SAGGING BETWEEN POSTS, INSTALL ADDITIONAL IT. TO ALLOW PASSAGE OF LARGE VEHICLES, BUT CLEAR ONLY WHAT IS OR METHOD OF INSTALLATION, CONTACT THE ENGINEER, ARCHITECT, OR
�$. ALONG THE LOWER SIDE OF THE TRENCH, PLACE STEEL PENCE POSTS NO POSTS. NECESSARY FOR THE EXIT. DO NOT CLEAR ADJACENT AREAS UNTIL THE
30. DIVERSIONS AND/OR BEANS MUST BE USED TO DIRECT RUNOFF TO THE RECESSED EFOR THE
CONTROL DEVICES ARE TN RESPONSIBLE PERSONNEL ON THE SITE FOR ASSISTANCE. EROSION
CONTROL PERSONNEL HAVE COPIES OF INSTRUCTIONS AND MAY HAVE
MORE P?'SCE' PHOTOGRAPHS OF PROPERLY INSTALLED APRONS AS AN AID TO
GROUND.
B FEET APART AND DRIVE THEN 38 INCHES INTO THE 6.. WHEN MAKING REPAIRS, ALWAYS RESTORE THE SILT FENCE TO ITS '- -'-- - INSTALLATION.
GROUND. ORIGINAL DESIGN CONFIGURATION.
6. ATTACH WIRE FENCE FILTER AND INTO THE INLET. RUNOFF MUST NOT BE ALLOWED TO BY-
' ('HOG WIRE' OF MINIMUM 14 GAUGE WITH MAXIMUM - PASS THE !NL-cT AS IT WILL CREATE PROBLEMS DOWNHILL. REFER TO
MESH OF 6 INCHES) TO THE UPHILL SIDE OF THE POSTS, AND PLACE 12 SPECIFIC DETAILS IN THE PLAN. IF THE SOIL AT THE LOCATION IS SOFT IT IS ADVISABLE TO PLACE A IF THE SHAVE APRON IS HOT INSTALLED CORRECTLY THE FIRST TIME,
REMOVAL 6 TO H INCH LAYER OF CRUSHER RUN STONE DOWN FIRST TO PROVIDE A IT WILL HAVE TO BE AEBUI>`T.
INCHES OF THE BOTTOM OF ME TO FENCE INTO THE TRENCH.I W NOT USE FIRM FOUNDATION AND PREVENT THE WASHED STONE BEING PRESSED INTO
COMPL'CHICETE WIRE.' USE WIRE TO FASTEN THE FENCE TO THE POSTS. THE 1. WHEN GRADING IN THE DRAINAGE AREA ABOVE THE SILT FENCE HAS BE-5 - THE GROUND. 2. DETERMINE THE LOCATION ON THE GROUND TAKING INTO
3 FEET
FENCE MUST BE AT LEAST 2 FEET HIGH AND NOT MORE THAN FINISHED AND DISTURBED AREAS SUFFICIENTLY STABILIZED TO MAINTENANCE CONSIDERATION:
3 FEHT HIGH. RESTRAIN EROSION, THE.SILT FENCE AND ANY OUTLETS MUST BECH.LAYER OF WASHED DECEDE HOW EQUIPMENT AND MATERIAL WILL REACH THE LOCATION TOI
REMOVED. MATERIALS, CAT ALLNT, AND PERSONNEL MUST BE AVAILABLE FOR S. -.A.T.AT-TEE LOCATION HE THE EXIT, PLACE AN 6-
]. ATTACH SYNTHETIC FILTER FABRIC TO THE UPHILL SIDE OF THE WIRE MAINTENANCE AT ALL TIMES. WIDE AS TO 3 ILL WI TH DIAMETER AT LEAST BO FEET LONG AND AS CONSTRUCT THE APRON. DO NOT "PAINT YOURSELF INTO A CORNER" AND
FENCE WITH STAPLES ARIC HAfIINTO M.12 INCHES APART, AND PLACEWIRE
12 REMOVE ANY ACCUMULATED SEDIMENT AND DISPOSE OF IT PROPERLY.
INCHES OF:THE FABRIC INTO THE TRENCH WITH THE WIRE FENCE. USE �'' 1. INSPECT THE BLOCK AND GRAVEL FILTER: HIDE AS THE FULL WIDTH OF THE EXIT OR AT LEAST'10 FEET WIDE.
PLACE FILL, STRUCTURES, ETC. THAT COULD BLOCK ACCESS.
FLARE THE END OF THE STONE WHERE IT.NEON THE PAVEMENT SO THAT THE LOCATION OF THE APRON HOST BE SOLID GROUND. IT MAY BE
THE WHEELS OF:TURNING VEHICLES REMAIN ON AND DO NOT NECESSARY TO EXCAVATE THE LOCATION TO REMOVE MUD AND THEN
ROLLS OF FABRIC AND CUT TO THE NECESSARY LENGTH IN ORDER T0; 3. REMOVE POSTE, FENCE, AND FABRIC; DISPOSE OF THEM PROPERLY. CONSTRUCTION: TO SEE IF MACHINERY OR CONSTRUCTION •
. MINIMIZE THE NUMBER OF JOINTS.
<. STABZLI2E THE DISTURBED AREA�WHERE THE FENCE WAS LOCATED, DURING TRAVEL OVER UNPROTECTED SOIL.ACTIVITY HAVE N TRAFFIC
THE FILTER; IF R DAMAGED, REPAIR IT. TO OF
BACKFILL WITH GOOD MATERIAL. THIS IS NECESSARY SO THE STONE P a/
IF CONSTRUCTION VERSION HAS DAMAGED OR REDUCED THE CAPACITY OF - DOES NOT DISAPPEAR IN?0 TEE MUD, WHICH WOULD REQUIRE MUCH MORE ` CARpi��,,,,
5: A SQUARE--EDGED SHOVEL AND BROOM WITH STIFP BRISTLES MUST BE STONE TO COMPLETE THE APRON AND MAKE INSTALLATION DIFFICULT. l�
THE BEEPS AND DIVERSIONS D�RECTINC RUNOFF TO THE FILTER; IF 50, PROVIDED AT THE EXIT FOR REMOVING-ANY MUD THAT NAY BE TRACKED
O• ,.•f•,�S O.
AFTER
REPAIRS. I INTO THE STREET. - 3. CLEAR THE LOCATION OF THE APRON. LEAVE AS SUCH OF THE EXISTING « L�/ :" i'
• AFTER EAQH RAINFALL: TO SEE IF RUNOFF I$ BY-PASSING THE INLET ,.. bb""
VEGETATION AS POSSIBLE AROUND THE LOCATION TO HOLD THE SOIL IN
OR TAPPING THE BERMS OR DIVERSIONS BELOW THE FILTER; IF SO, MAINTENANCE
INCREASE THEIR CAPACITY TO PREVENT IT. PLACE AND REDUCE THE AREA THAT WILL HAVE TO HH STABILIZED
MATERIALS, EQUIPMENT, AND PERSONNEL MUST BE AVAILABLE FOR - AFTERWARD.
2. WHEN THE STONE FILTER BECOMES COVERED WITH SEDIMENT AND CLOGGED ; 92]yQ//�
- SO THAT RUNOFF CANNOT FLOW THROUGH IT, THE CONTAMINATED STONE MAINTENAXCE AT ALL TIMES. a. EXCAVATE THE BOTTOM TO THE REQUIRED DEPTH TO ACCEPT THE STONE .j/ / /5r�t
MST BE REMOVED, DISPOSED OF PROPERLY, AND REPLACED WITH CLEAR _ AND THE FILTER BLANKET. WHEN FINISHED, THE BOTTOM OF THE i
WHEN THE STONE MIN THE EXIT BECOMES CONTAMINATED WITH 50._ AND APRON MUST BE LEVEL WATH.THe BOTTOM OF THE CHANNEL; THERE ^�� <p GG%HIN •Q'�
s Max Ir WASHED STONE. -. CpNN�T D° LN OVFRFAII 'M,..N...... r
ITS FUNCTION IS REDUCED TO WHERE SEDIMENT i5 BEING TRAM`F. C INTO AT TILL' END DF TiIE AP714H'
'w' DO NOT DISPOSE OF SEDIMENT IN A WANNER THAT WILL CREATE AN THE STREET, A 4-INCH LAYER OF CLEAN STONE MUST BE ADDED. PLACE "'9 3,
1 Ix�tbn t.6ltefeoa orlVen9 the
EROSION HAZARD. I LOCATION EAND LUNDER TER LTHEELIP AOFS THE IFLARED FIED NEND H ECCTYIONOv'eR THE VAI,a,YTHOM10ONN
//1/141111Y
Pos 2. - DIVERSIONS USED TO DIRECT RUNOFF AWAY FROM THE EXIT TO 6. PLACE THE SPECIFIED STONE TO THE REQUIRED DIMENSIONS AND SHAPE
61116. tAIM114reiound Attach the Power
aide the trench.Attach wire IF THE FILTER IS DAMAGED, IF THE BLOCKS ARE DISLOCATED OR
BROKEN, OR IF THE REINFORCEMENT IS DAMAGED, REBUILD THE FILTER SEDIMENT-TIONS FOR
DEVISES MUST BE MAINTAINED ACCORDING TO
t+;ItCe IIXMYy.,hilre Ito the posts and ' sesCf FiCATIONS FOR THOSE DEVICES. IT TO THE CONFIGURATION SHOWN IN THE PLAN.
I ?O ITS ORIGINAL DESIGN CONPZGURATION.
eicte the'bottom 12" ntO the trench: 3. THE GRAVEL CONSTRU TION EXIT MUST BE MAINTAINED SO THAT MUD AND I. STABILIZE THE AREA AROUND THE APRON THAT WAS DISTURBED DURING
REMOVAL DUST ARE KEPT ON-S MCE MUST BE PERFORMED.
. PROBLEMS MUST BE,:ANTICIPATED AND
M
CONSTRUCTION. USE ADDITIONAL STONE OR VEGETATION, WHICHEVER IS
APPROPRIATE FOR THE SITUATION. Project
TEN - -
6"x6" Trench .. WHEN GRADING IN THE DRAINAGE AREA ABOVE THE INLET HAS BEEN PREVENTIVE MAIN
rINISHED AND THE DISTURBED AREAS STABILIZED, THE BLOCK AND
GRAVEL FILTER MUST BE REMOVED.
RELtiDVAL � D & M/
2. REMOVE ANY ACCUMULATED SEDIMENT AND DISPOSE OF JT PROPERLY.
i. WHEN THE GRAVEL CONSTRUCTION EXIT IS NO LONGER NEEDED, WHEN THE
2. Attach the Biter fabric to the wire- 3. REMOVE THE STONE, HARDWARE CLOTH, BLOCK, AND 2 X 4'S, AND TRAVELWAYS HAVE BEEN STABILIZED AND THE POTENTIAL FOR TRACKING - COVILL RD .
fehbswith staples and extend the DISPOSE OF THEM PROPERLY. SOIL AND DEBRIS INTO THE STREET HAS BEEN REMOVED, THE GRAVEL
bottom 12 Into trf.L•.ry�,trench. Use:a CONST^UCTION EXIT MAY BE REMOVED. Apron width at the Unet Is
synthetic flltM fabrlb. STABILIZE THE DISTURBED AREA AS REQUIRED, S
F1-1. times the width of
2. THE STONE AND ANY SEDIMENT SHOULD HE REMOVED AND PRAYERS:' �ne flared end section. B� Filler Blanket
APARTMENT
QQ NOT y"I BURLAP i 1 DISPQSED OF WHERE THEY W?Lt NOT CREATE AN EROSION HAZARD,
JO
Existing Public Road or° Provide Drainage Away-from the - "°11tL'' ++ TAX I.D. III
Other Off-site Pavement .Exit Location to a Sediment- t o
PLAN trapping Device \ A q t 055-05-004-001-000
+' €
Gravel Exit `M m Apron Width-----►I
3. Backfill the trench and compact soil > M-': ! � When the area below the outlet is
to securely anchor the bottom. ,/ `'`+"1 '; . 5 -not a defined channel, build a
,( / Keep a Broom and
�� 8 n to disperse runoff.
.. . .. . -1
A tat apron dis r
` Ext t?Clean the uPlan
- I . ..:: .- -• 2x4 // - yl, S Tee O Extend A on I B-J & M BUILDERS,Bracing ;'''.':i: Section B_s
.. ' C.Under Lp of outlet -
. _ Steel Post ., / /A . ... - ._ . .. D
DEVELOPER:
Section A_9' Filter Blanket RS, LLC
T T 4000 PEIDMONT PRKWY.
"Hog Wire" i 1
1 SUITE 130
NOT Chicken wire'.y A D I Len th HIGHPOINT , NC 27265
Synthetic Filter 3' - - :/� of IfpronMEN
Fabric Max. 50' Minimum' ! psi 1 -91 O- 889-8990
Bottom of,Wlre Fence 2' ---- 12' Minimum y,
and Filter Fabric Buried .Min_. - - , - -j,`"�' ", .
Minimum
Depth of
• in the Excavated Trench \. ., ,� .` Stolile (-Apron wroth--1
SIopB of Existing Channel Where a defined channel exists
An acceptable alternative to burylp the bottom Of the 11 - - warp and shape the apron to of
fence Is to lay 12" Of the fence and lalNk on the gyround li 18" Filter of 1" Concrete Block Hardware Cloth the channel. li necessary, line
and cover it with 6" of washed stone,:Pant not]usI soil. Diameter Washed the entrance to provide a
. .u1 Stone It Is Advisable to Provide a The Exit Location Must Slope Away Thher MW t�Be NO Overf ! at the transition into the receiving
SECTION Separate Entrance to Reduce from the Street or Steps Must Be- €n�4-I thg AptQR, channel
Traffic Across the Exit and Taken ((Grading, Diversions, Etc.) to
Wear and Maintenance - Prevent Runoff flowing Into the Street 8" Layer of 2-3"
.. y
Max.24" - Washed Stone
Min. 12"
1.
rA
VarryY height using Section A-A' I Job Number
blocK3°f various
thickness and
varying the number
��//B\\B of courses \yf BN//'��'aa'ja � SDV aL�/f,73V P°l: 6§ YDOtAd4 A.\ � \"A D • \a\ •� ltld"FA'"'" 36 Dralrn HOW
fJaraL..�...:�•. �\ . •. a -r.:�, e.� -i CheckedSILT FENCE BLOCK & GRAVEL FILTER Height must be adjusted So that overflow enters GRAVEL CONSTRUCTION EXIT IVAS
STONE APRON OUTLET -PROTECTION Dltev�tatD65
NTS NTS the inlet and does not bypass it. NTS BN Foundation
undat Ruof Compacted _ NTS
Crusheone
NOTE: Silt fence cannot be used at curb inlets. Use block and gravel filters. SILT FENCE
INSTRUCTIONS FOR MATERIALS SPECIFIED IN THE APPROVED PLAN. EXCAVATE A TRENCH FOR Metal Stakes INSTALLATION - -
. REFER TO THE PLANS FOR LOCATION AND SPECIFICATIONS. IF THERE ?• CHECK THE HEINT OF THE SILT FENCE IN ANTICIPATION OF THE
SEDIMENT POND THE BARREL, PLACE THE PIPE, BACKFILL AROUND AND OVER THE PIPE, 1 ARE QUESTIONS OR PROBLEMS WITH THE LOCATION OR METHODS OF PONDING THAT WILL OCCUR WHEN RUNOFF BACKS UP BEHIND THE FENCE.AND COMPACT THE FILL. PLACE AND COMPACT ADEQUATE FILL OVER THE Synthetic Fitter INSTALLATION, CONTACT THE ENGINEER, ARCHITECT, OR RESPONSIBLE WILL IT CAUSE PROBLEMS WITH ADJACENT STRUCTURES OR
INSTALLATION
PIPE BEFORE ALLOWING EQUIPMENT TO CROSS SO THAT THE PIPE IS NOT Fabric - PERSONNEL ON THE SITE FOR ASSISTANCE. EROSION CONTROL PERSONNEL CONSTRUCTION. WILL IT CAUSE RUNOFF-TO BY-PASS THE INLET AND
CRUSHED.
1. REFER TO THE PLANS FOR LOCATION, DETAILS, AND SPECIFICATIONS. HAVE COPIES OF INSTRUCTIONS AND MAY HAVE PHOTOGRAPHS OF CAUSE EROSION ELSEWHERE? IF so, USE ANOTHER TYPE OF INLET
10. COMPLETE THE DAM AND THE EMERGENCY SPILLWAY (IF ONE IS Q4 NOT l `M BURLAP PROPERLY INSTALLED SILT FENCE INLET PROTECTION AS AN ASD To PROTECTION OR MANE OTHER,CHANGES.
IF THERE ARE QUESTIONS OR PROBLEMS WITH TEE LOCATION, EXTENT, INSTALLATION.
OR METHODS OF INSTALLATION, CONTACT THE ENGINEER, ARCHITECT, OR INCLUDED), GRADING TO THE DESIGN ELEVATIONS. a. coxsxxucT THE bIVERSI0N5 AND/OR BERMS NECESSARY TO FORCE RUNOFF
IF THE SILT FENCE INLET PROTECTION IS NOT INSTALLED CORRECTLY THROUGH THE FILTER INTO THE INLET SO THAT IT DOES NOT BY-PASS
RESPONSIBLE PERSONNEL ON THE SITE FOR ASSISTANCE. EROSION -
THE FIRST TIMC IT WILL tUVE TO BE REBUILT. THE INLET. THE DIVERSION AND BERMS MIST BE BUILT HIGH ENOUGH TO
CONTROL PERSONNEL HAVE COPIES OF INSTRUCTIONS AND MAY HAVE 11. ATTACH THE ANTr-VORTEX DEVICE AND THE TRASH GUARD TO THE '
PHOTOGRAPHS OF PROPERLY INSTALLED SEDIMEN". PONDS AS A GUIDE TO RISER. ��„Hog Wire" PREVENT FLOW SPECIFIC WHEN WATER PONDS BEHIND THE FILTER.
2. DETERMINE THE LOCATION ON THE GROUND, TARING INTO REFER TO THE SPECIFIC DETAILS IN THE pl,IiN.
CONSIDERATION:
• USN THIS TYPE OF INLET PROTECTION ONLY WHERE SPECIFIED ON THE MAINTENANCE
INSTALLATION. 12. DRILL OR BURN THE DEWATERING HOLES IN THE RISER, REFER TO THE - PLANS. Do NOT USE IT ON Fuse INLETS; USE BLOCK AND GRAVEL
�IF THE SEDIMENT POND IS NOT BUILT CORRECTLY THE FIRST TIME, IT : SPECIFICATIONS IN THE PLAN FOR THE SIZE AND PATTERN OF THE I I fa FILTERS THERE. MATERIALS, e4vlPraxx, AND PERSONNEL B1V5T BE AVAILABLE FOR
WILL HAVE TO BE REBUILT. HOLES. -� Drive Stakes 18"
III Fl III Into the Ground MAINTENANCE AT ALL TIMES.
WATER WILL TEND TO TOED AROUND THIS DEVICE BECAUSE OF SLOW
U It
2. CONTACT THE ENGINEER OR ARCHITECT RESPONSIBLE FOR INSPECTING 13. PLACE THE STAKE INDICATING THE POINT AT WHICH ACCUMULATED Ll •
FILTRATION O THROUGH THE USE
ANO.FABRIC. IF THIS WILL CAUSE 1. INSPECT THE SILT FENCE:
Where ebo to impossible to bury PROBLEMS ON THE SITE, USE ANOTHER TYPE OF INLET PROTECTION,
CONSTRUCTION OF THE PONE AND CERTIFYING THAT IT IS BUILT SEDIMENT MUST BE REMOVED. THE TOP OF THE STAKE MUST INDICATE the bottom Of the fence, lay n SUCHWHICH
AS A BLOCK AND GRAVEL FILTER OR HARDWARE CLOTH AND GRAVEL, DURING CONSTRUCTION: TO SEE IF MACHINERY OR FALLING TREES,
THE ELEVATION OF THE TOP OF THE SEDIMENT STORAGE VOLUME. USE AT of the fabric and.wire fence On wHLcx ALLOW OVERFLOW INTO THE INLET.ACCORDING TO THE APPROVED DESIGN. LEAST A 4-INCH POLE FIRMLY SET IN THE GROUND. REFER TO THE PLAN the ground and pile 6" of Washed Bottom of Fabric and HAVE DAMAGED THE FILTER; IF DAMAGED, REPAIR IT. TO SEE THAT
3. BEFORE STARTING ANY CLEARING OR CONSTRUCTION, HAVE ALL THE FOR THE ELEVATION OF THE TOP OF THE STAKE. stone on top of I. Hog Wire Must Be
NECESSARY MATERIALS AND COMPONENTS ON THE SITE SO THERE WILL BE IF THE INLET IS TO BE EAI IN STAGES AS THE FILL IS BROUGHT FILL MATERIAL E NOT ACCUMULATED AGAINST THE FENCE; IF IT HAS,
Bus MUST at Least B" UP AROUND IT, THE FILTER MUST BE REMOVED FOR GRADING AND REMOVE THE MATERIAL
AL AND REPAIR THE FENCE. TO SEE THAT
REPLACED IMMEDIATELY SO THAT THE INLET IS ALWAYS PROTECTED FROM CONSTRUCTION ACTIVITY HAS NOT DAMAGEO THE DIVERSIONS OR BERMS
BELOW THE FILTER; IF DAMAGED, MAKE REPAIRS.
14. WITHIN 10 WORKING DAYS AFTER COMPLETION OF THE POND, ALL THE ENTRY OF UNFILTERED RUNOFF.
NO DELAYS IN COMPLETING THE POND ONCE WORE BEGINS. DISTURBED AREAS ASSOCIATED WITH THE POND MUST BE STABILIZED.
4. FOLLOW THE CONSTRUCTION SEQUENCE IN THE EROSION CONTROL PLAN, THE TYPE OF STABILIZATION USED MUST BE APPROPRIATE FOR THE DIVERSIONS AND/OR/ BERMS MUST BE USED TO FORCE RUNOFF THROUGH
^ AFTER EACH RAINFALL: TO SEE THAT RUNOFF Is NOT FLOWING UNDER
• '
AND LIMIT INITIAL CLEARING AND GRADING TO THE AREA FOR THE REASON. THE FILTER AND INTO THE INLET SO THAT IT DOES NOT BY-PASS THE THE FILTER; IF-IT IS, SECURE THE BOTTOM OF THE FENCE CORRECTLY.
INLET AND CAUSE PROBLEMS ELSEWHERE. TO SEE IF RUNOFF IS BY-PASSING THE INLET OR TOPPING THE.BERMS
EROSION CONTROL DEVICES BELOW THE POND, THE DAM AND BASIN, AND
OR DIVERSIONS BELOW THE FILTER; IF SO, MARE THE NECESSARY Sheet Title
• USE A SYNTHETIC FILTER FABRIC; St USE UB RLAP ! BURLAP IS A CHANGES TO PREVENT IT.15. INSTALL THE FENCE AROUND THE POND AS SPECIFIED IN THE Stakes Must Be POOR FILTER AND ROTS QUICKLY, REQUIRING REPLACEMENT.
THE BORROW AREA FOR THE DAM. '.
PLAN. I
No More than EROSION
5• INSTALL THE EROSION CONTROL DEVICES BELOW THE POND SITE SHOWN 2 Apart INLET Hppgg cake and 3. PLACE METAL FENCE POSTS AROUND THE PERIMETER t)F THE INLET WITH 2. CLEAN OUT ACCUMULATED SEDIMENT WHEN IT REACHES ONE-HALF THE
ON THE EROSION CONTROL PLAN. LIMIT INITIAL CLEARING TO THE AREA 16. UPON COONLgHIOS SITE,
� POND AND BEFORE ANY FURTHER DISTURBANCE Filfer Febrk A MAXIMUM of 2 FEET BETWEEN POSTS. DRIVE THE POSTS AT LEAST 1a HEIGHT OF THE FENCE. PLACE THE SEDIMENT IN A DISPOSAL AREA, OR
NEEDED TO GAIN ACCESS TO AND INSTALL THESE DEVICES. GINS ON I E• _ REGISTERED ENGINEER OR ARCHITECT MUST Ixcxes INTO THE caol3FrD FOR STRENGTH. IF APPROPRIATE, MIX IT WITH DRY SOIL ON THE SITE. CONTROL
CERTIFY THAT THE SEDIMENT POND HAS BEEN BUILT ACCORDING TO THE '
_. 6. CLEAR THE LOCATION OF THE DAM OF TREES, STUMPS, ROOTS, TOPSOIL, SPECIFICATIONS _LN THE APPROVED EROSION CONTROL PLAN OR APPROVED 4. THE BOTTOM OF THE FENCE MUST BE SECURED TO FORCE RUNOFF THROUGH
MODIFICATIONS TO THE PLAN. DETAILS
AND OTHER DEBRIS.
THE FABRIC AND TO PREVENT FLOW UNDER THE FENCE. EXCAVATE A 6 X DO NOT DISPOSE OF SEDIMENT IN A MANNER THAT WILL 6-INCH TRENCH AROUND THE OUTSIDE OF POSTS TO BURY THE EROSION HAZARD.
. . CREATE AN
7. EXCAVATE THE CUTOFF TRENCH TO THE DIMENSIONS SPECIFIED ON THE BOTTOM of THE SILT FENCE.THE
IT IS IMPOSSIBLE TO BURY THE F
PLAN. THE TRENCH MUST BE DEEP ENOUGH TO IONCUT THROUGH ANY MUD AND MAINTENANCE - BOTTOM, LAY 12 INCHES OF THE FABRIC AND WIRE PENCE ON THE 3: REPAIR ANY BREAKS OR DETERIORATED PLACES IN THE FILTER FABRIC.
Metal Stakes GROUND AND PILE 6 INCHES OF CLEAN WASHED STONE (DO NOT USE
SOIL) ON TOP TO HOLD IT IN PLACE. 4. IF THE; FENCE IS SAGGING BETWEEN POSTS, INSTALL ADDITIONAL
POSTS..
ALLUVIAL DEPOSITS INTO SOLID' MATERIAL. ANY WATER THAT MATERIALS. EQUIPMENT. AVAILABLE F� 5. INSTALL "H06 WIRE^ AROUND THE OUTSIDE OF THE POSTS, EXTENDING 5. WHEN MAKING REPAIRS, RESTORE THE FILTER TO ITS ORIGINAL DESIGN
ACCUMULATES MUST BE REMOVED. THE TRENCH MOST BE BACKFILLED WITH n1 ES. PERSONNEL MU
- SOIL OF THE SAME QUALITY AS THAT TO BE USED IN THE DAM AND THEN
MAINTENANCE " 9iild 12 INCHES OF THE BOTTOM INTO THE TRENCH. ATTACH THE FENCE TO CONFIGURATION.
'
THE POSTS WITH LENGTHS OF WIRE.COMPACTED. 6. INSTALL THE FILTER FABRIC TO THE OUTSIDE OF THE FENCE AND REMOVAL
B. -FILL USED TO BUILD THE DAM MUST BE OBTAINED FROM THE LOCATION 1• INSPECT THE SEDIMENT POND:
SPECIFIED BY THE ENGINEER AND BE FREE OF ROOTS; VEGETATION, ATTACH IT TO THE TOP of THE EExce WITH wlRe STAPLES. PLACE THE
LARGE ROCKS, AND OTHER OBJECTIONABLE MATERIAL. THE FILL MUST BE * DURING CONSTRUCTION: TO SEE IF MACHINERY, FALLING TREES, OR BOTTOM 12 Ixcxes INTO THE TRENCH.
CONSTRUCTION ACTIVITY HAVE DAMAGED ANY COMPONENT OF THE 1. WHEN GRADING IN THE DRAINAGE AREA ABOVE THE INLET HAS BEEN
OF THE PROPER MOISTURE CONTENT, PLACED PROPERLY, COMPACTED, AND Do NOT use BURLAP LLs A FILTER rAsatc; usE A SYNTHETIC PAHRIC FINISHED AND THE DISTURBED AREAS STABILIZED, THE SILT FENCE
TESTED, IF REQUIRED, UNDER THE NECESSARY SUPERVISION. SEDIMENT POND. IF DAMAGED HAS OCCURRED, REPAIR IT. THAT WILL NOT Aar. INLET PROTECTION MUST BE DIMOV£n. Sheet Number
BURY THE BOTTOM OF THE PABRIC AND WIRE FENCE IN THE TRENCH AND 2. REMOVE ANY ACCUMULATED SEDIMENT AND DISPOSE OF IT PROPERLY.
_ • A R EACH - TAMP THE BACKFILL. WHERE THE BOTTOM CANNOT BE BURIED, PUT STONE
5 r��+ DO NOT USE THE 2M � AA DUMP FOR DEBRIS FROM BUILDING THE POND. -F�F� CH RAINFALL: TO SEE IF RUNOFF INTO THE POND HAS CAUSED 3. REMOVE POSTS, FENCE, FABRIC, AND STONE; DI�PosE of THEM /y
/- LV DAMAGE OR SEDIMENT HAS ACCUMULATED TO A LEVEL WHERE IT MUST BE �i �1ry��+ nN Txe BOTTOM OF THE FABRIC AND FENCE, As EXPLAINED ABOVE•
'SILT POND 9. WHEN THE DAM HAS BEEN BUILT UP TO THE PROPER LEVEL, INSTALL THE REMOVED. IF DAMAGE HAS OCCURRED, MAKE THE NECESSARY REPAIRS. IF ' 6�SD 6 PROPERLY
IL BARREL, ANTI-SEEP COLLARS, RISER, AND THE RISER BASE. USE THE NECESSARY, REMOVE THE ACCUMULATED SEDIMENT AND RESTORE THE 4. STABILIZE THE DISTURBED AREA AT THE INLET AS REQUIRED-
Of
NTSORIGINAL STORAGE VOLUME. NM
�f '

KP� - COULTER
OUTLET W FT L FT D INCHES STONE TYPE COMMENTS IMPERVIOUS COREHAHr
1 6 8 361, D 50 X D12" = 18" RIP-RAP
POUR A 48"W X AT HIICKOF FES DEEP8' AT TOP OF DAM AND TAPERS DOWN TO 12'
AT THE BOTTOM OF THE CUTOFF TRENCH. USE TL�TAT LIT T
2 30" 1.5 = 50 RIP-RAP POUR A N SLAB
X 4" THICK X FES DEEPALL EARTHEN MATERIAL USED TO CONSTRUCT THE DAM BYLTHE ENGNEER. THATCT FILL HAS
THE CORE BEEN ND TLH�1 Il i 1 Ej„JS
6 8 1.5 X D50 = 18" CLASS "B" TURNDOWN SLAB AT END OF FES NOT ASSOCIATED WITH THE CORE CAN BE NON-SELECT 6" MAX. LIFTS. HAND TAMP AROUND ALL PIPING
D50 = 12" RIP-RAP POUR A 42'V X 4" THICK X 30" DEEPSOIL. DO NOT USE SOIL WITH ORGANIC MATERIAL
3 6 g 30" AND COLLARS TO PREVENT ANY VOIDS AND
1.5 X D50 = 18" CLASS "B" TURNDOWN SLAB AT END OF FES MAINTAIN 100% STANDARD PROCTOR COMPACTION UNACCEPTABLE COMPACTION.(PROVIDE 100% COMPACTION) P.A.
4" D.I.P. WATER QUALITY DRAIN D50 _
"REDUCED DOWN TO 3.5" AT 4 8 10 30" 1.5 X D50 = 18" CLASS S""B" BUILD WINGWALL AT PIPE EXIT.
BUILD INVERT OF 4' RISER UP INLET SIDE. (SEE DETAIL 7/5) TH�T:r3 8 IyW 050 =V R4P_ac9 I ENGINEERING
12" ABOVE THE INVERT OF THE 1.51<D50=9" 10.0' � LANDSCAPE ARCHITECTURE
24" RCP IN THE HATCHED AREA
SHOWN W/ CONCRETE. (DO NOT 10.0' -- 10.0' -�-- 21.0' 10.0' 5.W I-- SLOPE DAMN 2X 111 West Main Street
OBSTRUCT OPENING OF 24" RCP.) 10' ACCESS ESMT. LANDSCAPE STRIP EMBANKMENT 03.0 AQUATIC SHELF, SLOPE Durham, North Carolina 27701
2:1 919 682 0388
FAX [phone]
NOTE: PLACE A 6" LAYER OF WELL GRADED 3/4" GRAVEL
% UNDER THE RIP-RAP LAYER AND LINE GROUND PI
UNDER APRON WITH MONSANTO BIDIM C34 FILTER I
-WATER._ IY POOL -_ CLOTH OR EQUAL TO PREVENT WASHOUT.
24" R.C.P. OUTLET C L OF SPILLWAY - - I I 1
- - - / _ �� TT NORMAL POOL FI.�5.0- CULVERT
EL. 22.4' & F.E.S. +.
L1. 24.0' �
T G. WETLAND SPEC ES BY VOLUNTEER `- POND INVERT EL. 18.5 - - - - I-
36.36° III-I I I _ _ _ _ _ _
_!I -jl I. w
1.5° 0 O.D. PIPE 11�i�I-I I I- !ICI I -I I I-I F.E.S. RIP-RAP LAYER
IN TOP OF DRAIN -I I 171 I -i I!- I x ' t YI L - -III- 1-1 = -III-III-III-III III= III= III- 1-I 1=1 I-
_ II
4'0 PRECAST MONOLITHIC HOT DIPPED GALVANIZED) *FLCW mr w
SEE DETAIL 7/5) a w 12.0' -
MANHOLE (64" LAYING LENGTH) 52.50 . w0 SEE ABLE 12' WIDE CUTOFF TRENCH ALONG CENTERLINE OF DAM.
TURN DOWN SLAB FOR E TABLE
TRASH RACK 6" GRAVEL LAYER AND EXCAVATE SOIL DOWN TO EL. 18.0 OR UNTIL SUITABLE
SEE DETAIL OUTLET PROTECTION GEO-TEXTILE FABRIC MATERIAL IS ENCOUNTERED (DETERMINED BY ENGINEER)
(SEE TABLE) PLAN VIEW WHICHEVER IS LOWER IN ELEVATION. BACKFILL WITH
PROFILE VIEW SUITABLE IMPERVIOUS CLAY CONTAINING SOIL AND
COMPACT TO 1007 PROCTOR COMPACTION
DETAIL- SECTION THROUGH POND AQUATIC SHELF F.E.S. = REINFORCED CONCRETE FLARED END SECTION
PLAN VIEW- RISER BARREL ASSEMBLY (NO SCALE) RIP- RAP MAT FOR SUBMERGED OUTLETS DETAIL- SECTION THROUGH POND DAM
NOT TO SCALE NOT TO SCALE (NO SCALE) ,,,Wpanq��ia
PLAN VIEW- RISER BARREL SECTION THROUGH POND & AQUATIC SHELF RIP-RAP MAT FOR SUBMERGED OUTLETS SECTION THROUGH POND DAM EAR s
NTS NTS NTS NTS II 9 !y=
LINE SPILLWAY TO TOP OF DAM W/ 6" UNIFORM STONE
ANHO 2.1' CIRCULAR #5 REBAR TO A DEPTH OF 9" AND UNDERLAYED W/ GEOTEXTILE.
OUTSIDE EDGE OF M
TOP OF RACK_ ARMOUR FRONT AND REAR SLOPES TO EL 29.0 80111 gas
INSIDE EDGE OF MANHO TOP OF RISER EL=30.10 24.4' TOP WIDTH
OUTSIDE EDGE OF S EL=28.35 2'-3'x3"x1/4" CURVED
o 1.4' DEPTH TO TOP OF DAM i
%/ ../ ,� I 8• STEEL PLATES BOLTED 18 DEGREES ,
CONTINUOUS j15 RE # I 2' I TO RISER WITH 1/2' TYR. 16.0' ---•i
CONTINUOUS 5 R Project
e INTO MANHOLE BALLAS IV-9• SS BOLTS AND WASHERS. I MANHOLE MANUFACTURER TO PROVIDE INTO CONC. COLLAR. G j j TOP Of DAM EL 31.0 Top OF STONE a Zs s TOP OF DAM
FLAT SURFACE FOR MOUNTING OF TRASH 4%j WEIR CREST I I BOLT PLATES 1' FROM ENDS. _ - _ _ 131 _ _
-
RACK. (` } L=zs.o I TI-1'1=1 I - _ I -I I!I
4'-0" D4A. - - I 3"X3'Xt/8" STEEL ANGLE I I f I'
OPENING \ �r a BOLTED TO RISER WALL W/ 5/8" S.S. BOLTS & WASHERS. 1fi = !1=i�� I, :1 I =1 I I (�1= I 1=,� III
6.0 X 1/2" STEEL PLATE y% ¥5 REBM ,#5 REBAR WELD BRACKETS TO TRASH RACK BAND, ' III ._I1I
4'W I.D. WETDFA BRACKETS TO BE HOT DIPPED GALVANIZED.
RISER COVIL AVE./
#TRSASRE RACK pe,g0 � � .- ' .'pater -6"x 1/2" STEEL PLATE CROWN -
ENCASE 24" R.C.P. INTO M.H. NOTE: o
WITH CLASS "C" CONCRETE, TOP OF RISER EL-28.35 : � ,p ALL TRASH RACK TO BE HOT DIPPED GALVANIZED S E C TI 0 N (A- A)- EMERGENCY SPILLWAY D & M
MIN. 1 " ALL-AROUN
2p p „•: �a
MIN. CONC. VOL. = 6 C.F. 4'0 X 64' LAYING LENGTH �� �"'- ELEVATION OF WEIR-NTS "--4' CONCRETE MANHOLE 1 " = 20' APARTMENTS
WRAP A #5 REBAR AROUND THE
24' RCP AND TIE IT TO THE /5 PRECAST MONOLITHIC MANHOLE o
REBAR FROM THE SLAB. #5 REBAR #5 REBAR EVENLY SPACED AND WELDED
III
THEN POUR THE COLLAR. TO 1/4"X 3"X 47.5"o.d. STEEL BAND- TAX I.D.
ANTI-SIPHON PIPE DETAIL SLAB REINFORCEMENT
El. 26.50 BAR GRID & STEEL BAND AND ANGLES TO BE HOT DIPPED GALVANIZED 7/7 066-06-004-001-000
a = FILL MANHOLE W/ 1 1/2. O.D. PIPE ' SECTION- EMERGENCY SPILLWAY THROUGH DAM
DEED HOOK 1267,
z CLASS 'C" CONC. 4" D.LP. WATER QUALITY DRAIN �COAT PIPE
NTS
TO 24" RCP INVERT ;y- REDUCED TC 3.5"0 AT OPENING
21.5t C.F. CONC. (SEE DETAIL PAGE-621
i AND SHAPE INVERT. /// PIPE THREADED TO FIT
24" R.C.P. SUPPORT BRACKET FOR DRAIN TOP EL-zs.s COUPLING. USE AINn-
sIEZE
-`, 5
OUTLET (SEE INSET)
1-1/2" I.D. COUPLING \ NOTE: THE TOP WIDTH OF THE EARTHEN WEIR IS 4.0'
TO DUN AT EL 26.0. THE WIDTH OF THE SPILLWAY FOR OWNER / DEVELOPER
° FLANGE-WATERSTOP-PLAIN END IN 1T/OPD DU HOLE N THE WEIR IS 8 AT EL 25.0.
_ B ,. F,Mt, RADIUSED LOW DRP WILMINGTON,
INV. a 2500 NORMAL POOL ELEV Q RACKET DETAIL
L_ -• - - 323 7 INV DRAWDOWN TUBE ELEV. /ALL THICK 21.0' TOP MOTH 1 �
II III-'I II II III _
rI 1 III -I h III 1 -` - ANGLE - 15.0' CREST WIDTH
g PDXY GROUT AROUND ALL PIPE SECTIONS. WELDED TO BAND /5 REBAR 1.0' DEPRi 4000 Piedmont Parkway
INV. EL=25.0
III- RDUI = ;SEAL LAST 1/2 EACH SIDE OF PIPE W/ - WELDED TO TOP OF EARTHEN WEIR EL. 26.0 Suite 130
-= BOTTOM ELEV. OF M.H.M H 23.0 -1 3•
ADEKA ULTRA SEAL P-201 CAULKING. WALL OF ; " g" BAND OR PLATE1 . III I II-III-11,� I- 3.�,. h Point, NC 27266
-III III-�.. I- - - • O� WIT MANHOLE I - I f -
H 10:1 2 m -11 III 1 'I� �- 7 DEL.-25.0_ 336 889-6511
H I III
-,1-III _ �)gRCULAR CONCRETE STAB POUR S'r - = - - - - - _L " �I��! �11�I I RT3L U I I 1� ( )
...'�� . -' LEVELroAccEPrMANHOLE y`- '2scLEaRA1cE� _ -,-II _III_II - - 3•/ }< 3• RANOE-RANGE < ill-!! I11 . 11L-1�� � 'I- T 11 ITT
10"II III III _ II- III. 10" ¢'a 15• �-,- 2-1/2' X 2-1/2• x 5/16• •. = I I-III-III-' I=1 i .- -
I_�1-=1-(_I FOUR Y J 5 REBARS IN THE SLAB WITH 18' LEFT ` ( = = I- (= t 8' ANGLE BRACKET. HOT , -STEEL BAND r '1�-III-TIT �, LINE SPILLWAY TO TOP OF DAM W/ d50 = 9" STONE
ENCASE FIRST THRE£ JOINTS OF 24' RCP WffH CUSS "C" �, - 1- -1i TMV SOD DRILL
THE RSESO TMTHE�MMNHMOo 70f_ I-III -III- 2 OF FABRICATION ER < J FLUSH W/ TOP OF EARTHEN DAM & UNDERLAYED Job Number
CONC. W/ WEK,7IT OF 140 lB/CF USE 5 C.F. OF CONC. �-,__ I�1=1-�_, perry $ _ \ / W/ GEOTEXTILE FABRIC. STONE DEPTH = 13.5"
AT EACH JOINT. BEND A /5 BM AROUND THE JOINT INTO MANHOLE TO ACCEPT THE REBARS. POUR THE CONCRETE , III- 1-r1 I"=7 - =11 1/2 INV' a' 23' 4{2D14 PIPE SUPPORT.SOLT�R \ d ��-5/8" X 2-1'/2' ARMOUR FRONT & BACK TO EL. 24.0
A HORSESHOE SHAPE TO REINFORCE THE BALLAST. 1Ti# 24I RCP NVERT 00UTLETEAND SAMPE MANHOUE UTHE INVERTP TO OFTHEHE WERT y.. I-III-III-III-III-d 5/B•DIA. Ss. ANCHOR T FASTEN TO BRACKET WO 11 KBW
�- BOLTS w/ S.S. wA�KTms , S.S. WASHERS AND Nuts. I BOLTS AND WASHE Checked JWT
MANHOLE AS SHOWN IN THE DETAIL, I-1 I 11=1 I L'` AND NUTS. ON MI". L DETAIL (A- A) - F O R E B A Y SPILLWAY
'�- - USE EXPANSION F ENERS 4-21-98
-.4 J J-L1. OF 2 X INTO M.H.7/ALL. t/2' RANGE FILLER W/ 12 GAUGE CONCRETE Date
USE EXPANSION FASTENERS WALL OF S.S. PLATE SANDWICHED BETWEEN TO ANCHOR B TO RISER. (NO SCALE
TO ANCHOR BOLTS TO M.H. MANHOLE W/A 3-1/2' HOLE IN THE CENTER. RISER ` Revi3ions 5-14-98
PROFILE VIEW- RISER BARREL ASSEMBLY 6-16-96
INSET DETAIL-WATER QUALITY DRAIN & SUPPORT BRACKET (REVISE POND DETAILS)
' 7/5 NOT TO SCALE NOT TO SCALE 7/6 7/8 8/28/98
PROFILE VIEW- RISER BARREL DETAIL- TRASH RACK ANCHOR ' DETAIL FOREBAY WEIR (REVISE DETAILS)
NTS NTS NTS
0 0 o T
00o
0 0 0
o O o B B 0 0 0
000
000 qq �
• USE THIS TYPE BASIN FOR CATCH BASIN #19 AT DARLINGTON AVE. o 0 o n N
• SEE DETAIL SHOWING PRECAST CONCRETE o0o
000/ CONIC. COLLAR o 0 0 1
COVER AND HANDLE 1/2' DOWEL PIN (2 EACH SIDE) o00
CURB INLET GRATE AND FRAME • • NUMBER OF SIDES WITH A 6" OPENING WILL BE o00
EAST JORDAN IRON WORKS #7030 DETERMINED BY THE ENGINEER _1 - /{�
TYPE T1 BACK (SEE STORM SCHEDULE FOR GRATE TYPE) PAVEMENT GRATING f- 11 ill PLAN of v s6zz FRAME
PLAN OF V-5522 GRATE wT. = 135 LB$
:=r - i - _. WT. 130 LBS
3/a• SMOOTH BAR IN PAVEMENT M GRASSED AREA
• 4" PRECAST CONCRETE COVER -��Tt'P� 25'
F FCLASS A CONCRETE CURB AND GUTTER WITH HAND ES I 5 2{•
1 ,r -_. . . 4 _ 4 IN IK I 1 31e RADIUS 2"
L
TVP.
MANHOLE STEPS CONFORMING - 6 OPENING I a" 2 -0 T' secrcoN B
W -- 3• X 1 P ROUND
' TO NCDOT STD. 840.66 TO -_4" _ 6 PER DESIGN OR sounRE cur BY
BE INSTALLED 1'-2' O.C. FOR WASHER PER DESIGN DETAIL OF V-5622 GRATED INLET
z77
3'-0" ALL CATCH BASINS. I Q �_- HEX NUT SEE CHART
8" THICK BRICK MASONRY WALLS STEPS ON SD-3
m I I
BOND EVERY THIRD COURSE v �6,-- I-- 25' --{ Sheet Title
CORBEL MASONRY FROM BOTTOMIE TO TOP TO REFLECT DIMENSIONS INSIDE DDIEYSIINGs1I0N141F, HANDLE ` 22•
lam- AS SHOWN 0 W 8' 8 AREA AROUND HANDLE SHALL BE COUNTER
�� ;,, MISCELLANEOUS
SON( 1" AND HRDLE SHALL BE FREE TO nnoSEEPLAN3'-O" OWN HOVE UP AND DONN SECTION B-eDETAILS
CLASS B PIPE DNA. AND INVERT PER DESIGN - 1 2T 3/4'CONC- INV• PER DESIGN 1" PIPE SLEEVE3" LONG
IE
ELEVATIONS-SEE - -
TABLE VARIA&.E •, �- 6• ,CONCRETE
0 0 0
0 0 0
0 0 0
# 4 0 5" E.W., E.F. s 6 -� HANDLE ATTACHMENT DETAIL DETAIL OF MASONRY BASIN B B o00
6" -CLASS A CONCRETE CLASS A CONCRETE V CONICIIETE 6
6" THICK o 0 0
#40 6" E:W., E.F. L5� PRECAST CONCRETE COVER W/HANDLES moo
0 0 0
R AST; o00
DETAIL OF YARD INLET 1.5. NO SCALE o00
000
NO SCALE EIQ o 0 0
0 0 0
o Sheet Number
0 0 0
0 0 0
0 0 0
0 0 0
J L -23-3/4•-�'' •IFS' ry
DETAIL- GRATED TYPE CATCH BASINS
7/9 7/10 7/11 1`r PLAN OF V-5660 FRAME PLAN of V-5660 CRATE S L DETAIL- D.O.T. TYPE CURB & GRATE INLET ' DETAIL- YARD TYPE INLET I WT. " 165 LOS WT. " 210 LOS or
NTS NTS NTS DETAIL OF V-5660 GRATED INLET
21

PIPING SPECIFICATION: 59'30'56"R-50 HTM COL=R
�
DUCTILE IRON PIPE- CLASS 50 WITH DOUBLE TAR DIPPED COATING. 90 .19� JEjA j
STEEL ENCASEMENT PIPE- MINIMUM Fy= 35,01)D P.S.I. to.��'i r r 1,,1 ,L
STEEL
THAMES
SPIDER ENCLOSE ENDS WITH 177.00
SUPPORTS "BEVEL /8" BRICK MASONRY P.A.
DING BROS. NH-RCR-2001, ,,,A PING
CLASS "A" CEMENT VENT HOLE AND S MARRKED ITH FOUR 80'55'28" 11'21'4" 53 A1�5 ENGINEERING
GROUT. SANITARY SEWER. R=50' R=200' 9C13� LANDSCAPE ARCHITECTURE
C/L 1010 CARRIER PIPE ���
TYPICAL GROUND _
- PROFILE I11 Nest Alain Street
Durham, North Carolina 27701
919 682 0366
PRECAST MANHOLE SECTIONS PERMANENT POOL 91'43'38" FAX [phone]
GABBER PIPE - 10' D.I. � TO DRAM \ J - MANUFACTURED ACCORDING R=22.5'
20 a STEEL FTwmfiss PIPE (12 C . GRAVEL POLYPROPYLENE N- 3778.265
0375" WALL TRICKNEss (12 CU. FT. STONE) COATED STEEL M.H. /TO
C-478
STM CI- 443) OR 43.560 SF AT EL. 25.0 , E- 4984..26
ELEVATION STEPS - ALTERNATE
AT 12' VERTICAL —BUTYL SEALS.
668
SPACING. GEOMETRY OF PERMANENT POOL EL 25.0 /�06
NOTE: sl E1xtsEMENr PIPE - zo• a ""�"°"
m RUBBERSEALING BOOT OR
COVIL APARTMENT PROJECT (WILMINGTON, N.C.)
EAC
1 - SPACING FOR SPIDERS TO BE 3 PER 18 FOOT STAINLESS STEEL SHOES .s P SLEEVESLEEVECAST
IN MANHOLE ANGLES AT
UWTH OF PIPE. ONE SUPPORT AT EACH END ON H FOOT OF ELEVATIONSHOWN ON PLANS.
AND A SUPPORT ON THE MIDDLE SPIDER 6' X 3 1p
2 �D�FABRICATION 8E BOUYNOUS CARRIER PIPE - ID" D.I. $ /8' sTm PuiE CLASS 'G• CGNG. I
3 - FIELD MODIFY AS REQUIRED TO BUILT UP INVERT E DESIGN AND BENCHES. " ' 3 N0. 57 WASHED
SLOPE CARRIER PIPE NO.
WELD . STONE BASE -
BOTH SOB (TYP.) i ..............::: 4' - e THICK �Z°E
SECTION TYPICAL PRECAST MANHOLE m A31 60��56
BORING ASSEMBLY NO SCALE 2s
N.T.S.
DETAIL— SEWER LINE BORING UNDER RAILROAD BED '
B
CA q i
1/7A ' 2/7A ' 3/7 116'29•35" ,•
+1t
DETAIL- RAILROAD BORING DETAIL- TYPICAL PRECAST ECCENTRIC SANITARY SEWER MANHOLE WATER QUALITY POND OUTLINE S 8710726" ER- •5 R 60.00'.
NTS NTS NTS 6r15' L 34.39 _ ^✓ 1 9
CURB GUTTER W
V1 0 G Vl �
o = ;o c> a �+i /L L i PJA
rn a a -4 ��u8n its
A K ro rn 1'-9 1/4'
0 a, z " DIUS FRONT WHEN REO. B 5.76' S' 7.5'
w � N N C 1.5' 1.5' Project
SLOPE PER �� rn -c --- - - i
rnIr---------- it------------
9„ GRADING PLAN = .o I1 I I I
� N II II 11 �
rn �7— 10 I GR I D1'OP 0 I w
SIDEWALK 11 1/2" V I- 1 TOP VIEW
- - - A ----------- I------------ I A COVIL AVE./
" 1/2" CHECKERED PLATE N. W. EL. =27. 0
COVER a — — PLAN OF COVER N D & M
J
ty
WELD OR BEND JOINT j _..� �..�- 12" c, B APARTMENTS
1/8" SHEET STEEL SIDES n D Lo
AND BOTTOM `J -0 30" RCP D 6' 6' o ® o TAX I.D. #
y r RADIUS TO MATCH CURB PROFILE \ j i DOWEL ( TYP) a = o w N 066-06-004-001-000
_ 126 ,
— — — 2 1 10 1/ 1 10 1/ AGE 821
4.0" - - -
Z D rn 1' 1' 1'
Uj n 2' 2 MINIMUM AVERAGE WEIGHT 5' S'
00 7
r 4'-3' 0 M ACN) BS
a ppEE ((EE LL
1 #4 REBAR Z SECTION " A-A " C61 iRAD1US)2 5L� S. LEFT RIGHT
y — W/3" MIN. COVER 3 �V CV CR (S RR,, ; ENDS
/B�• �p�X�p T
GR0 E OWNER DEVELOPER
12 ) '
WILMINGTO
CURB & GUTTER �x ` ` DEWY BROS. M0. CB-SO I 12.5' DRP N,
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#57 STONES 3/4' HOLES 4000 Piedmont Parkway
Suite130
ON STABLE FOUNDATION 2 4.5' 2 (336) 889
- --
c� High Point, NC 27265
POUR CONCRETE WALL 2' -g ' .� ____ ___ ,,, DETAIL OF (336) 889-6511
FOUNDATION TO BE APPROVED V = o HANDLE
BY ENGINEER PRIOR TO - -- / - 70 6' T 1' 4' S' 4' 1'
CONSTRUCTION o rn 70 Job Number
PAVEMENT Zo
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KBW
SECTION // SIDE CheDrawn
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L Date B-28-98
' 4/7
___LLL.. NO. DATE REVISION CHECKED Revisions
PARKING FLUME
NTS
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12"
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ENDWALL DETAIL —— �12"
Sheet Title
MISCELLANEOUS
DETAILS
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Sheet Number
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NOTES
1) ALL BOUNDARY INFORMATION TAKEN FROM A DIGITAL
b ,t �` a A��� - 'I� I --66A' A ��� � 'x -'� / FILE FROM UNDERWOOD, SURVEYORS WILMINGTON,
APARTMENTS
TAYL TRACT 1-BOOK19 0869
r e
NC.
a' T �>, � � !r� _�� � / 2 LOT NUMBER: ORIGINALLY PART OF - OR, T 77,PG
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}} �r s 3� TOTAL AREA OF LOT: 20.25 ACRES
5 �,( ��j� , `,, �';��-. � �`,- � ' r� �'�`��'r� - ! - 'F'; T/� I.D.J
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�t, e - \,�' � - y; ! r, /�� 6 TOPO PROVIDED BY ROBERT UNDERWOOD, SURVEYORS/ENGINEERS
Jos � !- ,
I o , y r N/
4, 7 THIS PROPERTY IS NOT IN A SPECIAL FLOOD ZONE AS SHOWN ON
�, �� l��I � � � • � � ! DEPT. OF HOUSING & URBAN DEVELOPMENT FEMA M PANEL OWNERDECELCP_P
AP
8 EXISTING USE: VACANT
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atir e-t.:s,wueau crzi..s
gL O E TeOKTT I \\ 24 IogA °Q! y� \ 9� PROPOSED BUIDINGS: 27
t I_ i"�lypj \\ j5 «mv� E 587%,�„E }0� oo / / \ 13-24 UNIT BUILDINGS 0 114,686 SF BLDG. COVERAGE( 3 STORIES®8822SF/FL } DRP WILMINGTON,
.4' ,\ \ �\ a �.� �� ea \ f x / ��\ 4-12 UNIT BUILDING ® 30,800 SF BLDG. COVERAGE( STORIESO 7700SF/FL ) LLC
�� •,��, ," PARKIN&
�V' ` v�AA"+ a'o� 1-CLUB HOUSE ® 1660 SF ( 1 STORY )
+ X���j "� s / /. (TYPJ
f 1 Ci $ ��VV 1-MAINTENANCE GARAGE O 1400 SF ( 1 STORY ) 4000 Piedmont Prkwy.
// 9 - PARKING GARAGES 0 20,196 SF BLDG. COVERAGE ( 1 STORY02244SF/FL ) Suite 130
4 �\ A10�� 31 ,211 S.F. it ,� '�� 10) REQUIRED PARKING PHASE I: 447 SPACES Highpoint, NC 27265
- 02' _ ��� W ^rlO� /� 120 UNITS/1 BEDROOM x 1.5 = 180 SPACES (336) 889-6511
i I 1 ! I I • ' 'A mks � r yjfi, tt Jit� /.\VAT/ UNITS/2 BEDROOM x 2.0 = 240 SPACES
y
120
R2 , i `�' !\y��`�A\, �\::AA\\�`�, � '
12 UNITS/3 BEDROOM x 2.A S 27 SPACES
12 UNIT BUILDINC7r✓- 12 PARKING SHOWN 489 SPACES
lO _ 24 UNIT )3UILDIN�7rJ 240 INCLUDES 5% HANDICAP SPACES ( 20 ) PER ADA REQUIREMENTS lob Number
��y r �'
�� A��� ���e`�`\ « r / PHASE ONE UNITS: 252 REQUIRED PARKING PHASE II 222 SPACES
48 UNITS 1 BEDROOM x 1.5 = 72 SPACES
I 1 � 5 5 '� � y�' =il�a� os " t•.; � z� . '.7 $"--.-i GONG. i /
-- _ _-_ K / 2 - 12 UNIT BUILDIN05 2 NI / M x - Drawn KBW
� �_ rr / tryp�WAL �} - 24 UNIT BUILDINGS qFj 2244 UNITS/3 BEDROOM x 2.225 =�54SSPACES Checked UWT
P SHOWN : 180 SPACES Date 6-16-98
INCLUDES 5% HANDICAP SPACES 1 ) PER ADA ERQUIREMENS Revisions
PHASE ONE U 2 PARKING S 0
�� / UNITS: i O ( 2 oY`T,� ^ x" ,/ TOTAL UNITS
ttP lb2 `\ \� S \. �,�`< ., y - • Y 372 11) IMPERVIOUS SURFACE ALLOWED: 60%
a es \� \� \\ ,, n r TOTAL AG. MINUS DARLINTON R/W 0.25 IMPERVIOUS
UPA NGUCOVERAGEE 167 SHOWN: SF% 3.8 ACRES
' '� \ \ rr h /�' AREA ROAD I 2 1.30 ROADS WALKS: 310,555 SF - 7.12 ACRES
-p TOTAL AGRE3 21.55 POOL/ DECK,CLUBHOUSE: 7819 SF - .17 ACRES
TOTAL IMP. SURFACES: 485,456 SF - 11.14 ACRES
R25' 7
DENSITY: 1�.26 UNITS/ACRE )12 ISLAND LANDSCAPE AREA: 9576 SF
13) 20% PARKING PERVIOUS: 135 SPACES-21,870 5F
TENNIS COURT:PERVIOUS SURFACE= 14,000 SF - .33 ACRES
LAYOUT NOTES
14) PRIVATE REC SPACE REQIRED: 2.15 ACRES
PRIVATE REC SPACE SHOWN: 2.17 ACRES
1. ALL ANGLES ARE q0 DEGREES UNLESS OTHERWISE NOTED.
2. DIMENSIONS TO BUILDING WALL ARE TO PAGE OF WALL AT FINISH
GRADE. DIMENSIONS TO GURB ARE TO BACK OF CURB.
5 aT4o'S6" E 238.00' r 5. PAVEMENT STRIPING SHALL BE WHITE TRAFFIC GRADE PAINT
' r MANUFACTURED EXPRESSLY FOR MARKING PAVEMENTS.
4. ALL PARKING STALL CORNER RADII ARE 5'-0" UNLE55 INDICATED
1 1 o� OTHERWISE
5. LAY OUT IMPROVEMENTS FOR THE LANDSCAPE ARGHITEGT'S REVIEW
16� In ,/ PRIOR TO BEGINNING GON5TRUGTION.
(b. REFER TO ARGHITEGTURAL DRAWIN05 FOR BUILDING DIMENSIONS.
7. HANDICAPPED PARKING 5PAGE5 SHALL BE 51ONED WITH TYPE R7-5
OR R7-5A RESERVED PARKING SIGNS PER GS 20-57.6 OF THE Sheet Title
NORTH GAROLINA STATE HANDICAPPED GODE. HANDIGAPPED RAMPS
SHALL HAVE RAMP SURFAGES COVERED WITH DETEGTABLE WARNING
PATTERN PER ADA STANDARDS. IMPERVIOUS
5. PARKING 5PAGE5 ARE ALL G.O' X I5.0' UNLESS THEY ARE HANDICAP 5PAGE5, AREAS
ALL AISLES ARE 24.0' WIDE.cf.. ALL PARKING LOTS SHALL BE B STAKINGORDERED BY GURB AND GUTTER. �.•x
Y OVOCI3ALL AISLES ARE 24.0 WIDE. a ° /F p"� ,� PLAN
;
10. ALL RADII TO PARKING 15LE5 ARE AMINIMUM OF 25.0' F f S{��
C
E s VTYPICAL E
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OU&Dpn S�n JUN 1 81998 D '
Sheet Number
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SPECIAL CONDITIONS OF APPROVAL REQUEST: 21

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nI A�0� A ,✓ �\ v f / NC/ ,, -
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63 TOPO PROVIDED BY ROBERT UNDERWOOD, SURVEYORS/ENGINEERS
,
- � '�'; � 7) THIS PROPERTY IS NOT IN A SPECIAL FLOOD ZONE AS SHOWN ON
DEPT. OF HOUSING & URBAN DEVELOPMENT FEMA MAP, PANEL
1 i i I tS I _ _
n,c ;aa.eS,muXaer,cm'�s �f.' ' ,- OSM1'\ER Dtt EiGP:,'R
I I _ _ v 24 IpgA' / r ' / 8) EXISTING USE: VACANT
ONE TORY ! i 4¢},� re. 1 . )i I 177
\\v \ x �„ � w �� v 1O '( �.��� P3R0�OSUNITBBUILDINGS ® 114,686 SF BLDG. COVERAGE( 3STORIES®8822SF/FL ) DRP WILMINGTON,
5
3 ' s9 \ 9 4-12 UNIT BUILDING ® 30,800 SF BLDG. COVERAGE( 3 STORIES® 7700SF/FL ) LLC
PARKING
'
Cal
_ r a�vv � vyyvv �,� (7YpJ 1-CLUB HOUSE Q 1660 SF ( 1 STORY )
I , I v ) ,I t ���� ���q 1-MAINTENANCE GARAGE ® 1400 SF ( 1 STORY ) 4000 Piedmont Prkwy.
Any F r- -f , �� 9 - PARKING GARAGES ® 20,196 SF BLDG. COVERAGE { 1 STORY®2244SF/FL } Suite 130
31 ,211 S.F. / 10 REQUIRED PARKING PHASE is 447 SPACES Hi h oint, NC 27265
-fy AJy / sue AWCINS
� , �' f )120 UNITS/1 BEDROOM x 1.5 = 180 SPACES (336) 889-6511
A 2 U BEDROOM = 40
�� ��V�; �j �, _ Q..,. _..,+. ���� i ` 2 AT 1 0 NIT BE RO x 2 0 2 SPACES
i � A V vA � \ � 12 UNITS/3 BEDROOM x 2.25 = 27 SPACES
I - 12 UNIT BUILDINOS 12 PARKING SHOWN : 489 SPACES
10 - 24 UNIT BUILDING6 240 INCLUDES 5% HANDICAP SPACES ( 20 ) PER ADA REQUIREMENTS
r � Job Number
R I HAS '..
PHASE ONE UNITS
I j 5 5„ A\V �ll �,� _ r GONG. 2�J2 48QUNITS/1 BEDROOM xEt�5 = 272 SPACES
" tlt5' ' . * . �� IDEWALK 2 - I2 UNIT BUILDINGS 24 48 UNITS 2 BEDROOM x 2.0 = 96 SPACES Drawn KBW
45' i j r j-286.I eA` // / '� / t� - 2t} IJ�jIT BUILDING�j e{jj 24 UNITS/3 BEDROOM x 2.25 = 54 SPACES Checked UWT
i/ / PARKING SHOWN : 180 SPACES Date 6-16-98
PHASE ONE UNITS: 120 INCLUDES 5% HANDICAP SPACES ( 12 ) PER ADA ERQUIREMENTS Revisions
$� I S \\ TOTAL UNITS �j�2 11) IMPERVIOUS SURFACE ALLOWED: 60%
I 1b2' \ \\ \\ / / / IMPERVIOUS SURFACE SHOWN: 55%
J ,` �� e� � k4,,• ,} .X�```>� TOTAL AG. MINUS DARLINTON RM 20.25 BUILDING COVERAGE: 167,082 SF - 3.8 ACRES
\\\���' I\.\�\ AREA ROAD I.30 ROADS/WALKS: 310.555 SF - 7.12 ACRES
1 \ F ��a TOTAL AG 21.rJS POOL/ DECK,CLUBHOUSE: 7819 SF - .17 ACRES
I_ vvA V�\
TOTAL IMP. SURFACES 485,456 SF - 11.14 ACRES
I Ir �43b �v ��� = x DENSITY: 1�.26 UNITS/ACRE
{ iL -- Tp. vvvv�� vv x /'' 12) ISLAND LANDSCAPE AREA 9576 SF
�' vw� 13) 20% PARKING PERVIOUS: 135 SPACES-21,870 SF
5VAA\ TENNIS COURT:PERVIOUS SURFACE= 14,000 SF - .33 ACRES
off ' I 1 I y a' \
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� � �� 'r .� /�� Y��� ����� 14) PRIVATE REC SPACE REQIRED: 2.15 ACRES
Rk�` V�v �Aw�� *' PRIVATE REC SPACE SHOWN: 2.17 ACRES
\ � ` >
---- \� �_ -�_v� ,/ REFS UNLESS OTHERWISE NOTED.
__ I ALL ANGLES ARE 90 DEG
$ I �- /•'/ 2. AT FINISH
/ DIMENSIONS TO BUILDING WALL ARE TO FACE OF WALL
GRADE. DIMENSIONS TO CURB ARE TO BACK OF CURB.
I s 87'40'58" E 238.00' /-' /'� 5. PAVEMENT STRIPING SHALL BE HHITE TRAFFIC GRADE PAINT
I ' MANUFACTURED EXPRESSLY FOR MARKING PAVEMENTS.
t I I m 4. ALL PARKING STALL CORNER RADII ARE 3'-0" UNLESS INDICATED
�J $ / /-' OTHERWISE
5. LAY OUT IMPROVEMENTS FOR THE LANDSCAPE ARCHITECT'S REVIEH
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g���0 6. REFER TO ARCHITECTURAL DRAW�GS FOR BUILDING DIMENSIONS.
-7. HANDICAPPED PARKING SPACES SHALL BE 51ONED HITH TYPE R7-B
OR R7-BA RESERVED PARKING SIGNS PER 65 20-57.6 OF THE Sheet Title
NORTH CAROLINA STATE HANDICAPPED CODE. HANDICAPPED RAMPS
SHALL HAVE RAMP SURFACES COVERED HITH DETEGTABLE WARNING
PATTERN PER ADA STANDARDS. IMPERVIOUS
8. PARKING SPACES ARE ALL 9.O' X Ib.O' UNLE55 THEY ARE HANDICAP SPACES. AREAS
/ ALL AISLES ARE 24.0' HIDE.
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10. ALL RADII TO PARKING ISLES ARE AMINIMUM OF 25.0'
TYPICAL BULDING S� Sheet Number
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SPECIAL CONDITIONS OF APPROVAL REQUEST: 21
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