SW7111109_APPROVED PLANS_20111207

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW-ZYLO
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYM M DD

0
0
a
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— I I PK WWA X45ER I I ( I s
AT 1NTER5EGTIONMy,,` Z m
N/TH EIGHTH 5TREET s a w rd°' y *• ,\•` 1r Z r ^
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GOA57AL READY MIX N465 HEAD 5ELF 5TORA6Ej, INC. t i s'i rn A g�. �� 2�� N w 'm _ £
CONCRETE CO. D PIN 9893-r7-02-fi447 it C "'1 ? ' �'y c� .Y� °ram,, oZ y = " o a
PIN 9893-17-02-4353 Z �) - Z '4
i DB 248, P6 2/4 b ? as a°e tt J s A\ O * J m o
DB 1744, P6137 t ` y s '^"• °` a� 12 11 '"Iy���
PG 2, 5L 68 b ZONED: G3 / I x.a: / °'bs * VO z w Z a
ZONED: C3 �..( ~ u
USE: CONCRETE PLANT I O I 05E. SELF 5TORAGE (: O I . I ° ea �' M E a '
\ o wZwo
�HW
I m m I I I rn m I CP«SH ° f r\ \ t Z Z a
a J C 1 A.E.C. I ✓'
HOTLINE THRIFT 5HOP °,r \y W ly
! ' PIN4B43-17-12-1404 \ e f f�,=.°
DB 1522, PC,448 s �6iS��\� 1 " hMill
ECM, 0.4' I ECM, 03' ,} ZONED: C2 I �► a ♦° r �N :� % s ,,`
ABOVE 6Ra#V USE: RETAIL
ABOVE 6RGUl�D
20'MAIN7ENANGEE45ENfEM :,..». ',�� ,. „° . ; `'.,I _ 4►� OF F �P �r'`��` yl Tyr
1 PER OB 380, PG 506 ` ° • • •-r-` ,..�,.- -,- z:.......--•- -L- -,..� .�. ..�..�- �_ I p � �e'+"
I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ° �:'T ;T: =�-�% ���`-�'v�.'..•;r,'.`:.'�~:;.�•' `"��jt`'�"=�� -.i ''!� �T�-'"t�,+..-.,�'•L.�6f`i .I'�.�7-"'v.`'.�`l.- >$ • � \
SIT , a
— 15' VDCO'R/YV 1 --- .®- v_ _,a -._....`.. S I ';'�I`R gI
PARCEL A I \ .L \,..._. l 1 I - (Nagsv
LRh1PE BUSINlE55 PARK i .:i I I , 9�0 aj i i i i i I /f//�—'��-lux (X ' '77i , 7 'w. .} t t j ♦ lVll\ 11 1 lYli�i iZeia�
PC G, 5L 4A N.T.S.
(LOT 5 5ATTERF/ELD LAN/91N6l �' I I I (I I i Y r Yi' I 1 b �°°'•`«<; -`-, a:,-., Pnry Y 'iG�••..� �, r �' _ 7 3r ( •.�
CURVE TABLE
CURV5#
LENGTH
RAD116
C11D LENGTH
CHD BEARING
Cl
15086'
113B4.I6'
1S0.66'
N 270 26' 28' N
G2
46.99'
1I3&4.16'
46.44'
N 26' 05' 54' N
C3
31.42'
20.00'
28.28'
5 720 54' 00' E
! I I i I I I °mar..::: r '.�. i g ry a s .., =,z' '•'T . •5^n coil /,.'
r-q.e ;'a .• _JWx s i r. d9g$
} €,� I U I I I I i 14F.::..'. "{ ::`-�x!Y.r .'-a<-;F: �:•,: .',?:,�''.}H— t ` ,y:;,,:': -...� • I \ _6 I::: 1. PROPERTY OWNER/APPLICANT: REBKEE PARTNERS SATtERFlELD, LLC
/ Q, v� °�I\^_ .. s... < r•.s" r �,..� -•} �':�.'yEr -��T / e L°,•• 15871 CITY VIEW DR.
n I I I I 11°/: ^;'t :"I<.'`.",•_e .% '.,r. -.t�.. `f1, '^'�. •,e:.•l:. �:•r5 : } MIDLOTHIAN, VA 23113
.: -';`.�'G"':";:_ •�.wJ rt•:rT'a;,'•.. ': is
' �- pp I -�-4 ram... •~ • — -� — — — 2. PROPERTY IDENTIFICATION: PIN# 9893-17-01-9978
I PIN# 9893-17-01-9518
PIN# 9893-17-01-7575
(N c`\ I11 i I 1 ! ? I I °1:: ' ': �� I I I I i�. `ILL ...;� �1-- — —' ' is v> Pco Rav i _ �I
U1
(\ € `i{ tl ' , I I I (} I I 1: u' I .�-�•� = it 3. PROPERTY ADDRESS: 2210 S. CROATAN HWY
i i I TOPBJ OF NAGS READ J a °1. r I I I_4 I' I 4. RECORDED REFERENCE: DB 1721, PG 470
r ^� - 'I I I * I II. II 5. ZONE: COMMERCIAL (C2) & (C3)
I.IIIfII I I I I ::f
I PIN 9893 17-01-7832 n I m II it
DB9/7,P681 `I�I�tS ,
r I I PCG,5LIA I I I I! I! 1119 I
IfST/ _ I °} ' ° ` 6. PROPOSED USE: RETAIL SHOPPING CENTER
.. ZONED: G3 f' ,/ I III a I I ! I 1 I I I I .z 1' I ` I TJ MAX I 7. PARCEL AREA: 428,623 sq.ft: - 9.84 acres
U5E: TONAL MAINTENANCE � i� gg _ 1 ' 1 ' } I of AREA _
PARCEL B I — — — — — — — — — — — — — — — — — —`= 11 III I I I `, : t I I x'x g I - 26,GYXI S.F. I t7 ; i I „� . • I •I 8. BOUNDARY DATA SHOWN ON THIS PLAN IS BASED ON AN ALTA/ACSM. SURVEY BY
— — — — — — — — — } tri - 13.00' (NAVO 88J I }..I I .t .. .:: _a1: I,, : II SEABOARD SURVEYING & PLANNING, INC., DATED 03/05/07.
LAMPS B161AE55 PARK F.F. r ! I w,._ ,�.-, ..•-.._....,, - ,.,.�-'--=..s� ,,.......,..�.-.`y'-" m^-�,` o r^ ,^ �^, "�s '' 1 I i i I i i I I I I {III I �' : I > ��
/ IIi€IlIIIIIiII I I I EX15nNG �7 H �;I
PROPERTY IS LOCATED IN F.LR.M. ZONES SHADED
(LOT 5 5A77ERFIELD L.AND/NG) I :- .: l' - "- _..f^ w_'--"..�. ........ <..._-.,,, .�. ... j - I ( w . - . - !131 '® I!. II
_._.eA'♦._._,%ti -._.v�._+` 19
. .r'i'. I ti I I eTAPI� .a-i _ I % :., F.LR.M. ZONES SUBJECT TO .CHANGE BY F.E.M.A.
' "` DBJ2/9, P6 45f t_= : - - - 1?8.1721, PG 470 - : °I 1s .�'o-n2. - - - - -
PG G, ,04> P� �L ,�a �RMWATER
N T
r l3/c' TY �i�xsl"LIN
.: ,. zoNrEDD; c3 . zoI&; G2
= N� — — -
,. i USE: VACANT ` - _ _ - U5E VAGA T; s u.. — �t
PARCEL D ' - :: ,: .. ..., ... .� . � . - : . 1-i � ' .' . � � - � - f }t 6 �� F� c.��r`��:�BKsus �}. -_ _✓_Q� .._ -- _ 17431' . ApF�RC�VED
.': .I d �..: pJ �.'.. t l tr ,.c^3 QY .1� Y: m an:` ♦ r ,^n:
} _...-..._ _ -h / / S VEPGGOR}f..-.._..-.._ N:IRTHCP,... INAENVlRONM LAND BJSlN1ESS PARK �._ �- — — "- — _ .... �- _. i r✓ . ...I ., . _{-L:._ .- 4 ^'b. - . ••I--- = — _ _ — — — — _.� ENVIRONMENTAL
n
1; .' .'I er '.,,�: .... r - .-.y „,- -. .'-; •'. ,,-- 9I r f Si. i... I V : /� /'.
PGG,5L9A :FP2: 9 72�Pb;135 MANAGEMENTCOMMIS�3if,N
/N \h G VISION OF VVRT;
20T55A77ERP/ELDLAND GJ :-i /^ ••%_"" r• I l7 .LUr.LI'Y
ZONED: C3 / F
I` _ — —
USE: NARENOU5E # ,- — - - :•�`.y°-.. '^Date�iat.bhvilLtr ( -
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-'Taj{=�� SHEETINDEX CO•E
ROM CORNER
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I �-e-�.•' 1 OVERALL SITE PLAN
v F.
v I rl
2 EXISTING � CONDITIONS
PARCELS r'�.•.-
r
LAMPS B'JSINE55 PARK 1 �I . � ; "n I i:�': } i
PC C, 5L 4A :; g.:, I I r e,_ .: �; AL �.:. I DEMOLITION PLAN
(LOT 5 5A77ERFIgD LANDING)Fj
Ng }. k A i I NIP
ZONED: 63 I I ar :':, 2 I I I.
a 1 : I NA65 HEAD BOPLIA16, INC. N '` [[ b U :`I OUTER BANK5 +?• .,
U5E: MA%FACW/N5 - " }: 4�1- . ::1 I I I '} : h @ I I
1 I I - PIN 9893-17-I1-1667 , w:.:: :::I } _,:.:, ; PRG'FESSIONAL GENTL92 �-�::,, ::::, , 3 SITE PLAN
} - 4 II :. I I DB ION P6 34 I4 � I e I PIN 4B43-17-1I 4896 r ;.I
r . , , I PG N SL 244 , I I I r:;S DB 434, P6 271 ' 4 GRADING &DRAINAGE PLAN
zol�D: c2 I c. I zones: c2
EIR I s '• I d I I I USE: BOPf IN6 ALLEY ( .1 I I Q 1 USE: FROFiE5510AAL OFFICES I ^I
FLII5H-;. -. ,�k,'a;'{.�1�' i-.:,1-
i I ,�' , , i - ► .r� , I I I �,;;I = I; _a ; I�. _�; I ':� 5 UTILITY PLAN
I it � �' � ► j � � 1 I I I;:.°J : � I: � , i : y �}� :� �• .
i►; e I I I 1; I 6 LIGHTING PLAN
i -t. I ''• I I f.":I I: :I I F l 1 F:. ; r:, I r a
•.'.EIA�h.F=GU�,�i,`¢`+Q..I I �r
�:i
I
EROSION &SEDIMEN
PARCEL F ONLI7 SOIL
LAMPS Bl5/rE55 PARK
df "ONNER 6RLA/Ntl , � •• t
DB/576,PC73 1T1 �`f .: .::'., i .-.- $OTNI�'ITNIN=t, ••-•=r L----------------�L.L ._ ._.._. I ;ILL -.._ .._.._.,_.._.._. 1:- 1'''i
DB/304,PG248 p y :FLUSH ,' 'l/I93 O,✓IOFO1{':€-} ,' 33rB' :=^,: B .: ii ®— —® — — — — — — — — — — — — — _ — — — r��� K url I ,� _ _ CONTROL PLAN
(LOT 55AT7ERFIELDLAN91AW Im .' ♦ 245/1, 5k62°,pb OD N-.s -�'♦Y=-•= ' .r
ZONED: G3 L'a. !�..� f �'�.,....„-,.tom.. _.-�....,J`- r `♦, tj BENCHMARK •t'.s`'' )'?
�/ 8 SITE DETAILS
U5E SELF 57ORA&E N: I 1 _ _ _ - • • - _ .. _ _ • - -' -. .. _ PK N/ORAMSE N'l5FKR 6RO '
� W SDI TTE!?F/FLD L�1N17/NG C7 iD ELEV=rOSO' NAVD ae Of�D I r i
60r RIN 9-10 GRADING & DRAINAGE DETAILS
era C 2
_,.�.... __•-_-., _........ = — 1 ,... .. .r�,�..,a_—us. _ •q' _ " .. .. .-._ _ m � � �._.: �— W ,yam ,. _._._. .:_..�.�.�...: -� —_ 11 12 UTILITY DETAILS
.:t 60.74, ,. .3. 03-1;<rR'YU`EYRJ
(TIE TO EIRI �FLU5N �r" .. t-�.......w. 1/2' EIR 01' � Mama? G.3 NG65 mcwww '5-168° UZ` fIR 02'
UWER6ROOD,�, v N83/59768' UNDLitGRGUND 13 EROSION CONTROL DETAILS
BgyT �B9 E2992064.86'
/ NAD &J112001)
9y��6\F ELEVATION 935'
LOT 4A
LOT 4A
/i` A
LOT IA -I
5/NIEATH 5UBD1V/5/0N
5/HEATH 5UBDIVI5101J
LOT
51N�ATH 5GBDIVl510N
PG E, 5L 370
PG E, 5L 370
,91
51N�ATH SUBDIVISION
PG E, P. 328
ZONE: G2
ZONED: G3
ZONED, C3
PG E, 5L 32B
( USE.• RETAIL
USE.• MAMFACTUR11,6
I USE: 51ERVIGE
I z0mv. C3
15E: VACANT
l
l
BEFORE )OU DIG I
CALL TOLL FREE
1-800-632-4949
NORTH CAROUNA
ONE CALL
NOTE:
THE DATA GIVEN ON THESE PLANS IS BELIEVED
TO BE ACCURATE, BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 fL
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COMMISSION NO.
P10065
DESIGNED BY
MWS
DRAWN BY
JMH
CHECKED BY
MWS
ISSUE DATE
09 22 11
SHEET NO.
`OF 13 SHEETS

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j. I J� - - ' ', • ' ' 4.3, , .a.� 4 .2� CONTRACTOR TO SAWCUT FULL DEPTH. OF EX. PAVEMENT
1 I / ;`•1 , .r 4~~. - - - _ - + ...»- _.{ ," ' '+ , �t ' Q.; ):'\SJ? �>(726 IX 25K 57=1 EX 1SC 5T'� 8 • - I AND PROVIDE' HEEL p+°� yt •\• 7
r . .I :. CUT. SEAL SEAM AND EXTEND NEW
' I i' ` I. 'I ' r }' - - _ • '', - ''• , ' ' ' {} , , v.�i , E ':.`"1� 'C. `�-'a" "� AVEMENT TO PROVIDE SMOOM TRANSITION AND MAINTAINyp
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1. ',` 'I rll. o� R4s. 'I"i/g5 \!i6 '�`�O, r�>�/SJ +faSf. >P' �+ ^'�5. '�qJ-� N.T.S.
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12.6 12:6 >i {..,r423
�Y` / ----- -- -- --I- --- -- -!ter_ �: s TW"- g �•
- - -. - - - - GRADE T2EA BENT D .. -' t x > .._,t- ' NOTES,
- _ - ! .I . `s /o 'T °e - 1. PROPERTY OWNER APPLICANT: REBKEE PARTNERS SATTERFIELD LLC
DUMP f O 6:1 FO 10 ' .'s' 7v /
r ' 'e yr. , 1
$7p1 - R, 12.9 . • ••si:. _ _ ° ems,.. '3•: 5871 CITY VIEW DR.
1 .. THEN 31 TO EX_ "GNADE 4 _ I -. . e i n -f 2. -
MIDLOTHIAN, VA 23113
2. PROPERTY IDENTIFICATION: PIN# 9893-17-01-9978
PIN# 9893-17-01-9518
PIN# 9893-17-01-7575
3. RECORDED REFERENCE: DB 1721, PG 470
4. ZONE: COMMERCIAL (C2) & (C3)
5. PROPOSED USE: RETAIL SHOPPING CENTER
S. PARCEL AREA: 428,623 sq.ft. - 9.84 acres
7. LOT COVERAGE:
EXISTING = 208,645 sq.ft.
EXISTING TO BE REMOVED =-15,784 sq.ft.
BUILDING = 12,757 sq.ft.
ASPHALT & CONCRETE = 27,435 sq.ft.
POROUS PAVEMENT 3 99 c ft
TOTAL DESIRED COVERAGE 236,452 sq.ft. (55.17%)
TOTAL COVERAGE ALLOWED 235,743 sq.ft. (55.0%)
TOTAL NEW COVERAGE = 236,452 sq.ft. - 208.645 sq.ft. = 27,807 sq.ft.
TOTAL REQUIRED POROUS PAVEMENT.
TOP O EL?-0sT' I Sm° +a •IRA . 5'-B0T - / •� + (-' 10. 236,,446 sq.fL 235.743 sq.ft. 709 sq.ft. x 3 = Z127 sq.ft.
RETENTION POND LENGTH a 10.0' .,_ - }q so., + `- i egya`s,- +„f ;.+
I \1 l I I 1 I I ( ) 1 I I ''sa - 9 -1 \� _ T' e +e _ - } g - - - TOTAL POROUS PAVEMENT PROVIDED: 3,399 sq.ft.
J SEE DETAIL SHEEP 9 %. -'-.� - ` - - - �- _ _ _^ ;_ _ _ _ _ _ _ _ _ _ _._ _ 1 + } _ B3' e pS / I • YA1JfY ? T �.a " • a _ y. _ �'�.. 3 . r. r` rF ✓- q4 .
\ "�•`-�'••�-'��" •�•� ' •" ` '^ `� TOTAL FRESH POND AEC COVERAGE = 97 sq.ft.
J----- ===-4 =__ 4 10 �l' I 24. - ._ _ :. : - - -.: ,._,._.:_..7 - - - - - - - - -' - --°'--;� q•
I 1 J f" �� -_ - - - - - -_ s_ "? _ _ _ - - / 9--� �, I + /NV = m, B. BOUNDARY DATA SHOWN ON THIS PLAN IS BASED ON AN ALTA/ACSM SURVEY BY
\ ----- �`•� e• _ _ _ - - - - - - - - - - - SEABOARD SURVEYING & PLANNING INC DATED 03 O5 07
+g - - -ti / } III + cinee Aa�vr II / /
f 1 1 I INV NWL O 7,54r - - - -3,>,- - -�- 3ysi 661,.-
Ot 320 LN.FT.
9 + + TRAPEZOIDAL SWALE
e>s, W/ 6:1 SIDE %EWES I 1 +
10 }e (VEGETATIVE FILTER)
i. 7d• kp \ '", (SEE DETAIL SHEET 9) A-
1 I T+as +� -gip,- - ,-I I� ! t� is , :�::
PROPOSED + r } }B
_ I PROPOSED DRAINAGE@ / �o>. Bsr. '4s, sR" 1 .1yy d:. '�.._.. T._. �.,-:-a: .ram .I: .: _r' '..a,"e:" .,�•_>t„
15' ROP STORMWATER! - :i'/ 1 :a -..r•' __ , 0 III •-� 'y, .� i
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BEFORE YOU DIG I
CALL TOLL FREE
1-800-632-4949
ORTH CAROLINA
ONE CALL
9. TOPOGRAPHIC DATA SHOWN ON THIS PLAN IS BASED ON A SURVEY BY SEABOARD
SURVEYING & PLANNING, INC., DATED 08/25/11 AND INFORMATION FROM QUIBLE &
..ASSOCIATES, P.C., DATED 08/02/11. VERTICAL DATUM NAVD.'88.
. 10. PROPERTY IS LOCATED IN F.I.R.M. ZONES SHADED "X"
F.I.R.M. ZONES SUBJECT TO CHANGE BY F.E.M.A.
.!.T11. ALL SPOT ELEVATIONS ALONG PAVEMENT INDICATE TOP EDGE OF PAVEMENT
. I tLtVAIIUN (I.t., UP OF GUTTER) UNLESS OTHERWISE NOTED. SPOT ELEVATIONS
IDENTIFIED AS "TW" INDICATE TOP OF WALK ELEVATION. ALL ELEVATIONS BASED
! ON NGVD '88 VERTICAL DATUM.'
! 12. A NCDENR HIGH DENSITY STORMWATER PERMIT WILL BE REQUIRED FOR THIS SITE.
i
13. DESIGN ENGINEER SHALL INSPECT INSTALLED STORMWATER MANAGEMENT
! FACILITIES AND CERTIFY THEIR CONSTRUCTION TO THE TOWN.
-� 14. THE DEVELOPER SHALL PROVIDE A SIGNED OPERATION AND MAINTENANCE
_i AGREEMENT TO THE TOWN FOR THE OPERATION AND MAINTENANCE OF ON -SITE
• STORMWATER MANAGEMENT APPURTENANCES.
1
15. RCP PIPES AT EACH ENTRANCE TO HAVE FLARED END SECTION AS END
! TREATMENT.
! 16. MAINTAIN POSITIVE DRAINAGE AWAY. FROM BUILDING.
i
17. HANDICAP PARKING SPACES SHALL NOT EXCEED 2% GRADE.
I
.i 18. AREAS OF FILL SHALL BE EXCAVATED TO COMPACTED SUBGRADE AND BACKFILLED
IN 6' LIFTS.
LEGEND
EXISTING ASPHALT PAVEMENT PROPOSED ASPHALT PAVEMENT
' - EXISTING CONCRETE PAVEMENT O PROPOSED CONCRETE PAVEMENT
La
O IX. IRON PIPE O IX. IRON ROD O PROPOSED PERMEABLE CONCRETE
E0
PROPOSED 6" CURB (NO GUTTER)
EI EX. CONC. MON.
PROPOSED CURB AND GUTTER
IX. PK NAIL PROPOSED SPILL CURB AND GUTTER
�1 IX. TELEPHONE PEDESTAL PROPOSED D.I.
co EX CABLE BOX PROPOSED STORM PIPE
n EX. FIBER OPTIC MARKER
PROPOSED RIP -RAP.
to EX. WATER METER
- PROPOSED SWALE
`t . EX, UTILITY POLE
® PROPOSED STORM MANHOLE
> EX. LIGHT POLE
PROPOSED FIRE HYDRANT
EX. FIRE HYDRANT
{ PROPOSED FIRE DEPT. CONNECTION (FDC)
- ®- EX. WATER LINE
-9.0- PROPOSED CONTOUR
a' EX. SANITARY SEWER MANHOLE 9 0 PROPOSED SPOT GRADE )
(TOP OF ASPHALT / UP OF GUTTER
IX. SEPTIC CLEANOUT (UNLESS OTHERWISE NOTED)
PROPOSED TOP OF SIDEWALK ELEV.
- -/o- - EXISTING CONTOUR / ,..
00
+`0 EXISTING SPOT GRADE
NOTE:
THE DATA GATH ON THESE PLANS IS BELIEVED
TO BE ACCURATE BUT THE ACCURACY IS NOT
GUARANTEED. THE CONTRACTOR IS RESPONSIBLE
FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES,
AND DIMENSIONS OF THE EXISTING UTILITIES
PRIOR TO CONSTRUCTION. IF A DISCREPANCY
IS FOUND, WORK SHALL CEASE AND THE ENGINEER
NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS
NOTICE TO PROCEED.
GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft
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A
COMMISSION NO.
P10065
DESIGNED BY
MWS
DRAWN BY
JMH
CHECKED BY
MWS
ISSUE DATE
09 22 11
SHEET N0.
OF 13 SHEETS
9

B'XB" ,CONCRETE
LEVEL SPREADER INSTALLATION DETAIL
N.T.S.
EXISTING GRADE
TOF BERM - 10.0'
OF LEVEL
CPREADER - eY
r... _... _..._..._... _... _...§T_DRA.GF0ZVAAr4n_Mj?'.._... _..._..._... _... _. b
NISHED GRADE - / \'N,j/i\\/
��� ••—•••—• PROPOSEDEXPANSION TO DL
�WA�,/i/\/%\`�\i
RETENTION P ND Gy'\`\\\\\/ \/\\\/
/•/%/ ti/// //i �j /%\l�
SECTION VIEW A —A
HORIZONTAL1'e.20'
VERTICAL 1'-4'
(EXAGGERATED 5 TIMES)
IEXISTING GRADE
FlNISIBD GRADE \
i/ .. E&M T PO%.- 7_59..._... -,7 _ PEAyANENr,GOpL 7. 7_
�L\
''.. ••—• ` /f EASING STORMWAIER
PROPOSED///\/ /�•%/ RETENTION POND
EXPANSION TO EX
STOMMINATER
•\�%\�1 �� RETENTION POND +/ `•/\\\\fN.
SECTION VIEW B—B
HORIZONTAL
VERTICAL 1'=4'
(EXAGGERATED 5 TIMES)
REFERENCE STORMWATER
MANAGEMENT PLAN
NARRATIVE FOR PLANT TYPES.
LEGEND
LOCATION AND SPACING.
RUSHES, SAWGRASS,
OR WATER MILLET
VEGETATED
AQUATIC BENCH
10:1 SLOPE
VEGETATED
AQUATIC BENCH
10:1 SLOPE
3/16- DIA
WALL TIE,
O 16' CTS
BRICK LAID WET
MORTER JOINTS
'A' BARS
0 1Y CTS L
'A' BARS
0 12*CTS
TYPICAL WET DETENTION BASIN CROSS—SECTION
N.T.S.
VARIES
FOR MASONRY
FRAME AND GRATES / ANCHOR
O 6' CTS
'B- BARS
O 12' CTS
b- BARS _
O 12- CTS
v
Ae d '
VARIES
FOR CONCRETE
FRAME AND GRATES /ANCHOR
�o
i�
b' BARS
O IY CTS
VARIES
TRAFFIC BEARING DROP INLET
- REFERENCE NCDOT SPECIFICATION DRAIWNG 840.35
- ALL REINFORCING MEMBERS TO BE #5 REBAR
- GRATE TO HAVE MAXIMUM 1/2- GRATE OPENING
- REODUIREO WITHIN ALL VEHICULAR TRAVELWAYS AND PARKING
VARIES
FRAME AND GRATES,
3/16- DIA
WALL TIE
O 16" CTS. r BARS
O 6' CTS
BRICK LAID WITH "B' BI
1/2-+/- 1/Ev. O 12'
MORTER JOINTS
b' BA
O 12'
i
a
`1..a'
4-
'A' BARS
o t1' CTS W-1' MIN. j
VARIES
CLASS A NCDOT
EROSION CONTROL STONE
do - PIPE DIA
Lo = APRON LENGTH
W = APRON WIDTH
PLAN
NOTES;
SEE GRADING PLANS FOR DIMENSIONS
- A filter blanket or filter fabric should be
installed between the rip rap and soil foundation.
RIP —RAP OUTLET DETAIL
YETIS.
10' WIDE
VEGETATED SHELF
REFERENCE NARRATIVE FOR
PLANT TYPES AND SPACING
10-1 SLOPE
1 1 tt TEMPORARY POOL
&I MAX. SLOPE
VEGETATE AS PER
THE GENERALm
POND EXPANSION AREA PLANIING SCHEDULE
PLANT SPECIES
COMMON NAME
SPACING
LOCATION
ScEaenaPlmatae
tabemaemantanl
SOFl57EM BULRUSH
2' O.C.
BELOW (W/IN 1 FOOT) PERM. POOL
Junaua etfueus
COMMON RUSH
2' O.0
BELOW (WAN 1 FOOT) PERM. POOL
dodlum app.
SAWGRASS
2' ox
BELOW (W/IN 1 FOOT) PERM. POOL
ZIz=I mI. millmaam
WATER MILLET
7 O.C.
BELOW (W/IN 1 FOOT) PERM. POOL
NOTES:
THREE ROWS OF PLANTINGS ARE PROPOSED; A SINGLE ROW OF GROUNDSEL BUSH
OR WAX MYRTLE AT THE UPPER EDGE OF THE VEGETATED SHELF AND TWO ROWS OF RUSHES.
SAWGRASS OR WATER MILLET (MIXTURE) TO BE LOCATED ON THE VEGETATED SHELF WITHIN
THE PERMANENT POOL WATERUNE (ON 10:1 SHELF).A MINIMUM OF THREE SPECIES SHALL BE
PROVIDED. SUBSTITUTIONS ALLOWED PROVIDED SUBSTITUTE PLANT IS IN ACCORDANCE WITH
THE NCDENR SIOIRMWAIER BMP MANUAL. CHAPTER S AND CHAPTER 9 REQUIREMENTS. ALL
SUBSTITUTIONS SHALL BE APPROVED BY ENGINEER.
CLASS A NCDOT
EROSION CONTROL STONE
blanket
�3.0' VARIES-�y�-
I(57VARIES
I I I
I I I
ALIGN FRAME WITH INSIDE WALL SECTION a
EDGE OF WALL TO ALLOW N FOR VERTICAL ADJUSTMENT
SECTION B-B
2 1/8•
�`-2-0-'f`6•�) �_ SECTION L-L
PLAN
FRAME, GRATE, AND HOOD ASSEMBLY
SECTION A -A
FRAME PLAN
i1 6' 11 16-
�S-0 T/ir E
3/4'
—R _
II m •aL 6•
��. CE
ro 06' 6- 3/4• v
3-0- R
31
/Y - 3 1/Y I 7-11 1/Y 1 16'
SECTION K-K r
HOOD ELEVATION
SECTION P-P
3' RAD. 1/2-
1. 1/ 1/2'
i
SECTION R-R
CURB & GUTTER FRAME, GRATE & HOOD
REQUIRED WHEREVER STORM INLET IS PLACED IN CURB k GUTTER
REF. PCDOT STD. 840.03E
N.T.S.
F
� E
1 15/32• 0 2'-6- L
7-3 1/4 O
13
TYPICAL SWALE SECTION C—C
N.T.S.
PLAN
WITH COPING REMOVED
••6" SUMP REQUIRED ON
STRUCTURES 6J.14,17.21,24.25.27
v
1 3/8-
M
SECTION N-N
E
J
H F
_J
-1 15/32' 1'
1=41/0 3•_6•
1'-7 1� PLAN OF FRAME
S-3 3/4 CAST IRON
PLAN OF GRATING 3/4•. 3/4
CAST IRON
Y 1/TJ
1'-7 5 8 1'-7 5 Y II
JT— I 1- z 1/8 � - 3'-1 3/+ � 2 1/e
1' DEPRESSION 1/8' 1/8'
SECTION-GG SECTION-EF
7-3 3/4-
2'-31/4- �I 3/43/4-
4- 2• 2._2.
1 3/16'� Y - 2' j 2 1/8- Fes- 7-1 3/4 2 1/8-
SECTION-HH 2'-6'
SECTION-FF
STANDARD DROP INLET FRAME & GRATE
24- SQUARE GRATE N.T.S.
FRAME B GRATE
EAST JORDAN
IRON WORKS
5250 CATCH BASIN BRICK COPING
INLET GRATE O FRAME
24•
SEE GRADING AND
CONTRACTOR TO SAW CUT ASPHALT TO DRAINAGE PLAN FOR
ASPHALT PROVIDE CLEAN EDGE FOR PLACEMENT ELEVATION OF TOP OF
TURFSTON(TO BE INSTAUED OF TURFSTONE PAVERS
.� PRIOR TO TURFSTONE ) COMPACTED SAND OPEN FAQ
s SUMP VOIDS IN PAVERS TO BEDDING COURSE /_TURFSTONE (TIP)
is - P�CRETE SASE: BE BACKFlLLED WITH SAND
SECTION Y—Y
20 SQUARE GRATE
FRAME @ GRATE:
EAST JORDAN
IRON WORKS
5250 CATCH BASIN
INLET GRATE $ FRAME BRICK COPING
24'
IN
im ". CONCRETE BASE ::.:.
SECTION X-X SECTION Y-Y
STORM INLET DETAIL
HEIGHT OF BOXES VARY
NC DOT 840.15
'-COMPACTED SAND
VEN I.-1' MIN.—
GEOTEXTIIE
�- SEE GRADING AND
AVI]AENT BASE (98X PROCTOR MIN.
DRAINAGE PLAN FOR
- COMPACTION)
FABRIC EIPACTED SAND
BOTTOM GRAVEL
(98% PROCTOR MIN.
STORAGE ELEVATION
(DIMENSION MAY VARY BASED
GRAVEL BASE (STORAGE LAYER) TO COMPACTION)
ON MANUFACTURER. SEE
CONSIST OF 6' MIN. THICKNESS FOR
MANUFACTURERS SPECIFlC71ONS
TURFSTONE PARKING SPACES WITHIN
FOR ACTUAL PAVER THICKNESS)
THE INTERIOR OF THE STE. THICKNESS
FOR TURFSTONE PARKING SPACES
ALONG THE SITE PERIMETER AS PER
INSET GRAPHIC ON GRADING PUN.
GRAVEL BASE (STORAGE LAYER) SH
CONFORM TO THE FOLLOWING GRADING
SIEVE %PASSING
1.5• 10OX
1.0' 95X(f5%)
0.5- 45X(d:5X)
No.4 <5X
COMPACTED STONE TO HAVE 40%
-
- -
VOID SPACE
TURFSTONE
PAVING DETAIL
N.T.S.
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COMMISSION NO.
P10065
DESIGNED BY
MWS'
DRAWN BY
JMH
CHECKED BY
MWS
ISSUE DATE
09 22 11
SHEET NO.
9
LOF 13 SHEETS,