SW8090104_Approved Plans_20090403

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BY
eet Index
CVR
Cover Sheet
ALTA/ACSM
Land title Survey
Overall Site Plan -
2
Existing Conditions
3
Site I Utility Plan
Grading & Storm. Plan
5
Drainage Areas Plan.
6
Erosion Control Plan
7
General Site & Erosion Notes
Stor waterma.nagement Plan (pond #1)
9A
Sanitary Sewer (Plan & Profile)
Sanitary Sewer (Plan & Profile)
9C
Sanitary Sewer (Plan & Profile)
9D
Sanitary Sewer (Plan & Profile)
10
Roadway .m roe enis(Ca ollina. Forest Blvd.)
1
Standard Details #1
D2
Standard Details #2
3
Standard Details #3
4
Standard Details #4
5
Standard Details #5
EC-D
Erosion Control Details
L_1
Landscape Plan (y Others)
L-2
Landscape Plan (By Others)
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2008
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NORP, V1.
TH-0 &VIANAG ,NY CMRONUEN
TAL
DIVISIONOMM1ON
,SI
WATERQU14�LITY
ONNER/DEVELOPER.
BRG Jax Carolina Fares, LLC
5826 5AMET DRIVE, SUITE 105
NIGH POINT, NC 2-7265
CONTACT: LYNOA HILL
PHONE: (336) Sbg-1513
FAX (336) 88ci-1501
EN6 i NEE Y
CPT EN6INEERN6 $ SUIRVEYIN6, INC.
4400 TYNIN6 STREET
H 16H POINT, NC 2-7265
GONTAGT: DANNY THOMP50N ext. 515
PHONE: [phone]
FAX: (33(o) 812-5-150
RIDGEREF. # 71-04A--ETC
REEVI510N5
CITY C•Ot M S 1012?J08 TM
OW 09MM 4T5 III20108 JJ
CITY C4PI-IMBttF5 12AOIOD JJ
READVEi3
CURB GUf 12-Iq-05
GITY COMMENTS 12/30/08 JJ
CITY COMMENM in210a ROT
APPROVED BY TR,G KTH OMITION5
CHANGED BUILDING NUMBER5
104 11 1-30-0q PDT
ADDED SHEET 10 1-10-09 RDT
REV POW C.OWENTS 4-6-Oq PVT
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DRAWN BY: RDT
SHEET (fo\IR

TITLE COMMITMENT EXCEPTIONS (188008585)
1. Defects, liens, encumbrances, adverse claims or other matters, if
any, created, first appearing in the public records or attaching subsequent
to the effective date hereof but prior to the dote the proposed Insured
acquires for value of record the estate or mortgage thereon covered by
this Commitment. (NON-PLOTTABLE)
2. Taxes for the year 2008 , a lien as of January 1, 2008, due and
payable September 1, 2008, and past due after December 31, 2008.
(NON-PLOTTABLE)
3. Easements, setback lines and any other matters shown on plat
recorded in Plat Book 51, Page 130; Plat Book 51, Page 124; Plat Book
47, Page 175; Plat Book 26, Page 79, Onslow County Registry. (SHOWN
HEREON)
4. Mineral rights reservation and reservation of easement over existing
roads by Weyerhaeuser Company in Book 925, Page 146, Onslow County
Registry. (NON-PLOTTABLE)
5. Memorandum of Agreement to Located Road and Provide Services
' recorded in Book 1585, Page 319, Onslow County
Registry. (NON-PLOTTABLE)
�v 6. ingress, Egress, Regress, Drainage and Utility Easement in favor of
Garland Tuton and wife, Sue Tuton recorded in Book 1683, Page 297,
Onslow County Registry. (SHOWN HEREON, CAROLINA FOREST BLVD)
7. Terms and conditions of Agreement for change in Highway Access in N/F
favor of the Department of the Transportation recorded in Book 2369, BHP WESTERN
Page 73, Onslow Country Registry. (DOES NOT AFFECT PROPERTY) TRACT 3A
LEGEND:
EIS =
EXISTING IRON STAKE
SIS =
SET IRON STAKE
ECM =
EXISTING CONCRETE MONUMENT
SPK =
SET P.K. NAIL
N/F =
NOW OR FORMERLY
R/W =
RIGHT-OF-WAY
M.B.L.=
MINIMUM BUILDING LINE
C/L =
CENTERLINE
FO =
UNDERGROUND FIBER OPTIC MARKER
PP =
POWER POLE
--E--E--E- = POWER LINE
CO =
SEWER CLEAN -OUT
WV =
WATER VALVE
FH =
FIRE HYDRANT
=
SAN. SEWER MANHOLE
TB =
TELEPHONE BOX
EOP =
EDGE OF PAVEMENT
=
TRAFFIC FLOW(EXISTING)
EB =
ELECTRIC TRANSFORMER
0
= DROP INLET
Q
= CATCH BASIN
Q
= DRAINAGE MH
+i:..
= OAK TREE
LINE TABLE
LINE
BEARING
LENGTH
L1
N08-05'09"W
37.54
CURVE TABLE
CURVE
CHORD BEARING
CHORD
DELTA
RADIUS
ARC
TANGENT
C1
S22'21'39"W
146.12
22*10'11
380.00
147.04
74.45
C2
S38'40'12"W
276.07
54*47'18"
300.00
286.87
155.47
c3
S41.55'22"W
310.63
1 45'14'57"
1 380.00
1 320.00
170.18
To: Southeastern Site Acquisitions LLC and First American Title of the
Piedmont:
This is to certify that this map or plat and the survey on which it is
based were made in accordance with the "Minimum Standard Detail
Requirements for ALTA/ACSM Land Title Surveys," jointly established and
adopted by ALTA and NSPS in 2005, and includes items 1-5, 8, 10-11(a)
& 14 of Table A thereof. Pursuant to the Accuracy Standards as adopted
by ALTA and NSPS and in erect on the date of this certification,
undersigned further certifies that in my professional opinion, as a land
surveyor licensed in the state of North Carolina the Relative Positional
Accuracy of this survey does not exceed that which is specified therein.
Date: (signed) (seal)
License no. 2596
N/F
BHP WESTERN
TRACT#1
M.B.51 P.130
D.B.1460 P.396
VACANT
ZONED B-1
SITE DATA BLOCK:
AREA = 39.98 AC.
ZONING = CU--TCA
1, JOHN L. PIERCE, CERTIFY THAT THIS PLAT WAS
DRAWN UNDER MY SUPERVISION FROM AN ACTUAL SURVEY
MADE UNDER MY SUPERVISION (DEED REFERENCES SHOWN
HEREON); THAT THE BOUNDARIES NOT SURVEYED ARE
CLEARLY INDICATED; THAT THE RATIO OF PRECISION
AS CALCULATED IS 1:10.000+ : WITNESS MY
ORIGINAL SIGNATURE, LICENSURE NUMBER AND SEAL
THIS DAY OF . . 20 .
1AIN
ALVE
_E 36"RCP
)5
6
,w
Ivv 1 Lo;
1-- TRACT NOT WITHIN 2000' OF EXISTING NCGS OR USGS MONUMENT,
THEREFORE TIE NOT REQUIRED BY STATE LAW.
2-- ELEVATIONS BASED ON NAVD 88.
3- THERE ARE NO AREAS OF ENVIRONMENTAL CONCERN EXCEPT FOR 404
WETLANDS AS SHOWN.
4- THIS PROPERTY IS NOT LOCATED IN A 100 YR FLOOD ZONE ACCORDING TO
F.E.M.A. MAP 3720437800 J EFFECTIVE DATE NOVEMBER 3, 2005.
GUM BRANCH ROAD
VICINITY MAP -- NOT TO SCALE
TO: Southeastern Site Acquisitions LLC and First American Title of the
Piedmont
1, John L. Pierce hereby certify that the accompanying plot of survey
represents a true and correct survey made by me of the following
described property (the "property") on February 26, .2008.
SOUTHEASTERN SITE ACQUISITIONS LLC
38.98 ACRE TRACT -TRACT #2 BHP WESTERN
JACKSONVILLE TWP., ONSLOW COUNTY, NORTH CAROLINA
Commencing at a point located where the Western right of way of
Carolina Forest Boulevard -(80 foot right of way) intersects the Northern
right of way of NCSR 1470 (commonly known as Western Boulevard -200
foot right of way); and running thence along the said right of way of
Carolina Forest Boulevard in a general Northerly direction approximately
757.00 feet to an iron stake, said ironstake also being THE TRUE POINT
OF BEGINNING: thence from the described beginning and leaving the said
right of way and running North 72 degrees 22 minutes 37 seconds West
275.35 feet to an iron stake; thence North 26 degrees 06 minutes 59
seconds West 326.01 feet to on iron stake; thence North 81 degrees 33
minutes 02 seconds West 251.21 feet to an iron stake; thence North 08
degrees 05 minutes 09 seconds West 37.54 feet to an iron stake; thence
North 42 degrees 25 minutes 09 seconds West 100.00 feet to an iron
stake; thence North 48 degrees 45 minutes 09 seconds West 100.00 feet
to an iron stake; thence North 20 degrees 05 minutes 09 seconds West
506.77 feet to an iron stake; thence North 26 degrees 09 minutes 32
seconds East 997.97 feet to an iron stake; thence South 45 degrees 47
minutes 33 seconds East 155.65 feet to an iron stake; thence South 33
degrees 58 minutes 38 seconds East 168.88 feet to on iron stake;
thence South 59 degrees 14 minutes 26 seconds East 168.10 feet to an
iron stake; thence South 38 degrees 09 minutes 54 seconds East 96.55
feet to an iron stake; thence South 46 degrees 05 minutes 36 seconds
East 302.50 feet to an iron stake; thence South 34 degrees 51 minutes
07 seconds East 128.71 feet to an iron stake; thence South 52 degrees
08 minutes 03 seconds East 275.85 feet to an iron stake; thence South
26 degrees 32 minutes 42 seconds East 204.51 feet to an iron stake;
thence South 08 degrees 26 minutes 53 seconds East 124.72 feet to an
iron stake; thence South 56 degrees 33 minutes 12 seconds East 166.15
feet to an iron stake located along the said Western right of way of
Carolina Forest Boulevard; thence along the said right of way the following
courses and distances: along a curve to the left having a radius of
380.00 feet and a chord bearing and distance of South 22 degrees 21
minutes 39 seconds West 146.12 feet to an iron stake, thence along a
curve to the right having a. radius of 300.00 feet and a chord bearing
and distance of South 38 degrees 40 minutes 12 seconds West 276.07
feet to an iron stake, thence South 66 degrees 03 minutes 51 seconds
West 213.99 feet to an iron stake, thence along a curve to the left
having a radius of 380.00 feet and a chord bearing and distance of
South 41 degrees 56 minutes 22 seconds West 310.63 feet to the point
and place of beginning. Containing 38.98 acres and being described as
Tract #2 of BHP Western as recorded in Map Book 51 Page 130 Slide
L-1466 and a portion of Deed Book 1460 Page 396 of the Onslow County
Registry. The courses contained herein are correct in angular relationship
and are referenced to N.C. Grid North (NAD 83).
1 further certify that:
a. This survey was made on the ground as per the field notes shown on
this survey and correctly shows (i) the boundaries as area of the subject
property and the size, location, and type of buildings and improvement
thereon and the distance wherefrom to the nearest facing exterior
property lines of the subject property, (1i) the location of all
rights -of -way, easements, and any other matters of record (or not of
record) affecting or benefiting the subject property, (iii) the location of
the parking area on the subject property showing the number of parking
spaces provided thereby, (iv) all abutting dedicated public streets providing
access to the subject property, together with the width and name
thereof, and (v) all other significant items on the subject property
b. Except as set forth below, there are no (i) encroachments upon the
subject property, (ii) encroachments on, adjacent property, streets or
alleys by any improvements on the subject property, or (iii) party walls.
The exceptions to the above statements are as follows: THERE ARE NO
ENCROACHMENTS;
c. Adequate ingress to and egress from the subject property is provided
by CAROLINA FOREST BLVD., the some being paved, dedicated public
rights) -of -way maintained by THE CITY OF JACKSONVILLE NORTH
CAROLINA;
d. All required building set back lines on the subject property are located
as shown herein.
Licensed Land Surveyor
License No.2596
John L. Pierce
John L. Pierce & Associates, P.A.
409 Johnson Blvd.
Jacksonville, NC 28541
910-346-9800
APPpOVED
OR
ARg,i;
SSA 200 C
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,jov _,
1S aOCUVOV Pi-S. O1 �� GONStt) rqotA �t% A CS
NOS, pNK µ�D A SKA�' N D"VISION OF r
�4C11MS��'
ALTA/ACSM LAND TITLE SURVEY
OF
TRACT #2 BHP WESTERN
PREPARED FOR
SOUTHEASTERN SITE A U I SI TI ON S LLC
JACKSONVILLE TOWNSHIP, ONSL.OW COUNTY, NC
PREPARED BY
JOH N L. PIERCE 8c ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NC 28540
PHONE: [phone] DATE: FEBRUARY 26, 2008
SCALE: 1 "= 100, F.B. 782 PG. 45
JOB #289923 FILE NAME:
GRAPHIC SCALE
REF: TRACT #2 M.B.51 P.130, SLIDE L--1466
D.B.1460 P.396
( IN FEET )'
1 inch = 100 ft.

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( / . _ \\ \ \ MH \ j�. / •'�` '� "`� '� \ 6.-`'''A_ , � \ r'. , Cep
ELEANOR N. SU&& 3 � \ \ \ ToP 51,151 � k, � � \ S/ /a/', Sr � n
D.B c� L24 I \ rrp L U �� :-�;,,. _ `�,�, ,� _l/6 0 /rs �� ,
Y AGANT \\ \ __ .. 1Z .%•...," �' ,.. `�.:. I •-' �' c�6 QO , I \ /T1' K'II g60 �q,,.:.RA.►oe �} r ` ��j • /,.? ti a \ , / i E t
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ZONED TGA I �"� \ ,, 1
f \ _ o e _ t� } t
w \ , \ / �t � ..w I I` ` � ` �5�5: SvG`.' `-" --� ' 5 E 1 \\ i } ."r �. �t / '' 4,.ee 1 �`' -- ,.� , / `/ul� ©O/7 �;tvr ` \ / .•„ I
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• �i N �� . \ .Ao 1 \\ \ j, I Si PO _ : 0\)\ - \ q+ae / { ©C'� / ,V, {�• �r Y j \ f ! t t F
# br. I �R - ATION 1 } �•. t2a \ \ 1 /' \ ..av O Vl/ \ gRgQ / / 1 ` w \� I I 1t
. 1 '''�� --- -., / t C � o \ eq e' �� /� �5e / / � 1 \ o
- TYPE5 OF UNITS= RE5IDENTIAL , /J Lai 1 LV 'J"' r `' -_ \ + 1
- ARJMBIr 01= LOTS = I "_ - ____ + — - l �B / \ \ 9_ �\ 'L ,'y ' \ ! \ . t '`.g• if 1 I tt I
A I 4 \ \ .. \ / \ \ / '� ARCX1h� J Jr. o° ARE > �`� �/01 / \ / �', 11 ! \ I I-
DB I4 O PG 3�16, BK 5I PG- I3D, TAX MA• 33818. b S V ` ..�•• ...� ,�.� ,
- EX15TI G U5E: VACANT • • \ �P I \ e
t `~� . , „� \ I 1 i \� A4T1V:��,%��e4�� \\� ' / ,� \\ ! \ C7�TL1D _ I i :_j
- PROP ' 5ED U5E: APARTMENTS 0,.► 1 • • r - \ \ .
F
l• \ . ' "`,r . \ > t , ., / , 4 o REG 9F / 1..08�A=c, �c� Tim o A E G N E G �\ / 0 \ / + Q 1 \ . l' "� I 11. / { /
- CURRE T ZONING: TGA \ .�1
- PROP 5ED ZONING: GU-TGA i �� , \ \ // 1 o
7212 5F 11.00 AG. �' / A��r4 / �\� \ / / / / ' I \ \ J I I 1
- TOTAL. AREA 38.�i8f ACRES ' � _ r \ � 1 t t ` °� o°�
i / ..- � oe � ��� // it J Via. \ 1 � � / 1 1 j f
- PHA5E I AREA 21.3g3t ACRES , • / ) / "I � / / / -- -- r \� \i t If j �� tom+ mom°m \ °o d / / / / \. "I �� 1 \ � / / J1 ' I /
PHASE I DISTURBED AREA 20.2t ACRES \ \ , / / •� .�• / t
0
/ /
- PHASE I EXF-05ED LAND AREA 20.23 ACRES l 1 t( \ / /' < .� g oo°moo \\ �d'j+ oo' I °e ' 1` /'' • l � �'� \\ i \ { % I+ / / � r
# A TiVE RECREATION AREA 1,08= ACRES \ • I ( \ / \
PHASE G ' / �' moo \ ,A eo eoe ' aQ` I ,� / \ "� /' / ..� �`
- IMPER lOU5 AREA CALCULATIONS: ! I ,_ / \ \
1 _ \ \ 0 \ mrsoserd 0 00 // • b {✓„ t t r
Tor L ITE (PHASE I PHASE 2) \\� /I I t j \ R• I , \ °e o � a // � / \ \ , I \ i r'1 fG1�//o,�\
- IMPER IOU5 AREA (EXCLUDING 13WLDI'vGS) = 441166 5F / I I \ s \ ° o ,. o o / /i \ / \ \ v� � (� /
IMPER IOUS AREA {INCLUDING BUILDINGS) _ ]00236 5F o
j o �.
/ ! t ✓i ' OP B \ $ oomo \ ®o o % a r / �\ / / ' \ ` �� � � I;
PHAS'= of LY: / ; . i (f-#A� 2 / \ ti .. \ '((, 1>_
% r -x / / \ \ \ Gj� o00 o0o J J� ee4O►+# / ! _ ,,.� / \ ^ / . . I ( / �N //:
- IMPER IOUS AREA {EXCLUDING �JILQIN65) = 28�,G60 5F {6.5�i AG.) (VEHI LAR), 1 I Iq, ,�2 AG.} / \ -`� e omo° \ o �^,� 0 / �' ` /
J k / ' f'
-12 AREA NGLUD#N6 BUILDIN65) = 448,668 SF {I0.3 ACJ t / + o• \ o �� '�`� ,'' "�/ 0 J //\ *• tL /,1
- IMPw lOUS ( l _ ` '
- IMPER IDUS AREA {3UILDINGS ONLY) = i6160� SF {3,iI AG) ` \ �. / ~ \ \ poest° \ °o C1\' 2 r f r V // O yt .:.. ... ' ::: . 1 `� - '\``` / /' '
S \ / .. —
■ \ \ , \ 4 O
-LAND%APIN6 REQUIRED: (5EE LANDSCA, E PLAN BY OTHER5) \V\ ■ \
-LANDSCAPING REQUIRED IN PARKIN AREA: (S..E LANDSCAPE PLAN BY OTH 5) \ � - / / \ \ \ t'�' �3 ` / / \� `Z �� �¢ '�'1 ' 'day / \ / �� �� l9r, ,
/ / O° /
-TOTAL MPERVIOUS r�URI=AGa~ O = a 1 �1\� j
- TOTAL DEVELOPMENT IMPACT AREA: " (REF. ER051ON CONTROL PLAN) . \ ` \ \V r - 1 / /' \ � \ \ \ `� \ � �,� Q / / / �� \ b } ,' ^, // \ // I / �'
- ACRE GE OF LAND TO BE DISTURBED b EXPOSED: i (REF. EROSION CONTROL �_AN), ! \ \ � / / .. / \ \ \ -P tJ �\ _ /�, '�� s / / / ,,a :' I ' ' _,.• 1 ..
Jam" •
"�. � .... i % '' ^ .SEE E��_� _ ,, "
I I \ \ , \ \ \ _ ��/` ~ .. \ \ \ , •� S , av I a� r Grt1'?LTOIZ I n ,{� \ . \ / f I J :;' 1.
- TOTAL UNIT5: PH I. d PH. 2 PHASE I UN T M X. \ \ \ , A'5' \ \ \ '� `� !J
A /fit 'o < �, r k _ .. SH�i 'i75` :F.r / l4 ♦ \ / ! J t /.
t. � �\ �j � < ,,•- �C ' .� 40 YD. GOHPAGTOR �,,, / \ // j h•.'' / � -:)
M N# \ ~ - ti \ \ R's,. � \ - �` �y / / / 011KR 70 5r,9ENLE.�"•- / .. / C
26 - } BDR U T5 (�i0) k BDRM. UNITS \ \ ,C Q\ - / \ \ \ \ - \\ � / '. P€(XLF5 A5 i5GEt.�.RY - ' a / `\ / / p �� \ ,
264 BDRM UItiITS + (114) 2/3 BDRM. UNITS �' \ / \ \ \ t� . / kcAra av ArpS Ar ru sr "' '
I05 BDRM UNITS = (2b4) TOTAL UNITS; PHASE I \ �` / \ \ Laz 2 \ , �,' \ '� ,�/ ,r• .t� •- E-- y tr cna+sTr�c� ,
52b UN TS TOTAL ♦ .� / � , _ / \ �6� NN j C ` �' F. . ." \ \ �-/ + .� ° r' •., // I '. i �;
PARK! GREQUIREMENTS: -A� / ` Gj�G � F \ \ `, _ V, \ 9 �ti/ AG._ \ 1 T/� �'
TOTAL ARKING REQUIRED: PH. 1 d PH. 2 TOTAL PARKING REQU#RED: PHASE I ONLY .� .. �} ` �. H # •? �� / r.� j
1.5 5P 17 (I56 CI BDRM? X l.5)= 234 5PAGE5 I.5 SPPJNET (9G {# BDRM} X I.5)= 135 SPACES �. �.:: ' ::;.::.... \�,\� 1 ' / 5 200�/ 0\.\1 / �1 ��' � � �,\ �`.� ! �, � ,
2.0 5P4-NIT (512 (2 d 3 BDRM) X 2.0)= 744 5PAGE5 2.0 5P/UNIT (114 (2 4 3 BDRM) X 2.0)= 348 5PAGE5 � � / � � � -_ �� \� ,, �R' I 1 \ � / � /(Z- 0 � � r�3 �•--'' l �-'.:: f %.'
/ !
TOTAL PARKING REQUIRED: �i"18 5PAGE5 TOTAL PARKING REQUIRED: 483 5PAGE5 '` `` ~ \ .:::�, : �� :: Q I \ \ i \ -• a \ 1 /��O \0 / n� Q� �.'�s■.� - I / �� �. ! I h / r
_ �\
20:5 IARKENG REDUCTION PER G1TY GRD#NANGE, " 205� PARKING REDUCTION PER CITY ORDINANCE, `. �'� ■ \Q 4 �l�:LAI 1 ; ,t_ / / / '�i/ �� .- . t l !
SEGTEdN IO2, PART 8, NOTI~4. SECTION IO2, PART B, NOTE4. I + 1� ,,, f \ �: '�'.':.::.;: - �`�k` \ <=` J o . .
(-) 1 6 5PAGE5 REDUGTIGrt = 782 REQUIRED (-) �€'t SF'AGES REDUCTION = 386 REQUIRED / : I \ ZJ \\ \ \ i \ ! r, / „,�► / ': �� �' vI ,
TOTAL ARKING PROVIDED: PH. I a PH. 2 TOTAL PARKING PROVIDED: PH. I ONLY �- / �° I \ �y.- �' .% 0 13 1 / / : ��' / � . ,? � \ _. / �'
824 RE&. 5PAGE5 508 RE6. 5PAGE5 _ `-�.� : / - \ � ; 1 / / .... .._ / / 1 /
~ ��/':_ . / PIGNI \ ` / 1 \ 1 ,,' V / / / ~ - _'' 'ems �� �� zk,`T .� i
48 H/G SPACES 32 H/G SPACES t . ~ � _ . � / (''� .�-,N / ARE,a fZ� 0 \ `?h, -o / / / / �,,- "', . `,� - ) _' y
+ 42 GAR.. SPAG=S + 2I 6AR.. SPACES 3 \ / .:...0 ' 5 / t a 'C� I 1 6 P �°' / / / -! \ I
= qI4 5PAGE5 PROVIDED. - - 15PAGE5 PROVIDED. � \ 1 -`� / • ✓ '/ ' l A I'
- OWNE 5HIP STATU5: RENTAL : G COMPACT 5PAGE5 \ , . ` / ! '� '� /\'Zr y \ �,. t,�p \ 1 i / / l jjc� \ . `L / �' I 1 , / a ;'
D IR51(Y: - oENSITY: `,� f � ! d `�- /�\ _ -
/\ ;r. /
/ /X �_// , FOP �/ ° ' ��4 4 / \ \ // ,yo /J / / / // \\ \\ , - , / / /I ! l,. ; ; e/
TOTAL: H.1 d 2 PHASE I ONLY r `
\ �` \ • / \ / -, / y,, l� �. �� - I \2 j / \ I .. a . o \ / � - \/ / Y ` , 5 ' /' y� /' j / \ 1 I J / E ; / 3 ,
13.55 UN T5/ACRE 12.34 UNITSjACRE \ ' . _.' \ / t ' . // r-- I'� i / \ / % � \ / \ \ / / ,� r. -- / / ALA r 4 , , I f r , 1 i t ! S
-BUILDIN HEIGHT: ` / I o /
4a'2" H IGHT FOR 3 STORY APARTMENTS /' �`` 20.502 r4G. v P�.� ( I ,, C \ \ ,� s / t \� Y
OVER 3 ' MINIMUN D15TANCE BET;^IEEN BUILDIN65 15 20`) \ ' I % / / / / ,p / s` Dc /�( /rj �� / \ / <, \ ~ / \ t 4, f,°' f r. �: 1: 1 rn
- { A K : ` �\ / I / / t � FF� /, %r\\ ,��ti / / i y \ `. G / / \ j I�,t�' ` Q I 1, ; x s
BUILDIN SETB G 5 \ I \) / \ \ > ,
/ / 0 / \ \ \ \ / r:
' r PRIVATE DRI VE5 AND PARKING `� , l ^� � " I / � � / ,,, t / / � 1 � � \Z d� \ '� 1/ \ \ s � / 1 1 `� ` �C\'v \ '� ..,,, I
1 I I "' -' , 1 / 'j, 1 J V, Oaf`` ©, 1 . \ \ . / \ 1 t I /`♦ � � jj, I
8' 5TREET YARD S \ t, , ! j f /\ / / / `'.t / �'- I� / \ / / / \ \ \ \ t \ �,� tI 1 .. j / " \ ,,I _ * ,� z
1 t / / \ ,ti �7 x / / \ 4 I . N
LAND5GAPING � \\ i' / t ! t/J I / / t t 1 / --. 1 0' I '� \ A �� / LEOq " . �, \ � �%/ I I' , u' , : t
1
LAND GAPE REGUIREMENTS: ��` \ �� �. ::/ p /( /,/ I J / ; _ � A I , _ - f / x` �s yr , / /�\ \ \ \ \ , , ,I \\ \ \ / // ,, I: ( = } I t t a S
\ \ \ t /b _.... ,a �. -- �~ t b �' \ C� N 1 `` / \ �, �/ I \ `,� ` �'� t 1 /,v --'�' i E - J 1 c - E
FOR D TAILS, PLANTING TYPE5, IhSTALLATIQN; REFER TO LANDSCAPE PLAN 1 \ "�-...
PREP RED i3Y REGISTERED LAI�#DSGAPE ARGFIETEGT: \ / / \ , a, '' ~`� 1 art ` I'+j ' I , �/ ♦ ! \ \ i4 \ I \ 'i d j�, ` ti I I # n I 3
\ ` / /t: — ` \ °` � oP a� 3o Q / / .-- \ A A / C7 \ .: r ,? 1 , I- : f
OE51GN TURE - RANDAL SGOTT ROMIE, A5LA 1 \ ��' A \ / 9 \ / ! , I t \ /, ; z �-
5E 15 HA I�EAH DAIhN DRIVE, GREENSBORO, NG 214'55 / I ~ ~ / _ ' S� 5 \ � / / '' `:: \ j2 r 1 \ 1 ' I ,� �#
r y _ AO' \ I 1 "' • / '✓/ P r �, .r ' O _r —' / \ \ • \A� r / .:...:'. `.•l'.T� ~ ~ / ` •y l / \ l �J W ' 'i 1� ? -' \... \
TELL.. { 3b7 282 6�62 ` �,.7 / — i .� ' rs.r \ ` \ �Q / / / \ \ ` ?,�\„ Y f: • '..':. t"'G7 ` r \ F- } :?1 "
r \ t 4 / / i r °:::::F.... � 1� a \ � \ 't �. \ 1 ::,'-:.:'7 ~ / wwcAP RAWS A,T A!•L 51011AM \ � to
TOTAL ILDINas:::::::.::::::.....::'::':'::.,.......... R fIET>:TELTIM TMCAL t
PRCaPO IrD: PH. I PH. 2 PROPOSED: PH. I ONLY: \ jl # / / �0 , �\ � �j.2 .� / \ \ / �'` �::..•..... '..... .-/::.::.:::'"1:::::,'_ /:: pp 1 �,� I ,'( ,"j v' i
f I - E STORY CLUBHOUSE @5 �154 5f '� t t1} {L! I / r�., "" \ �� i' D� ;� / '� . / ��\ F'j 0`,.. �/ `t I ::;: i :'' /':: 1:.. '. 'r -. �€ p r � d� , . \
(I) E 5 GRY CLUBHOUSE tt�s, �4 5 () r •�\ to / !t1 ^�,.,, - — \ / / .i�i�'��:' \ Q \ / 1 / 'r' \ g-•-
`_ 0
H AINTAN D. sf 3 - I STORY GARAGES 7 BAY I i�f I/ I 0 PE A � Q l ,�� /�o� / 9 � � � \ 1 I:: y .::: ' :. �:::: � 1 / ` \ /
(I) 15 DRY GARWA5 /M GE BL C� b0 () ( , \ , \ 3 �� t \ \ / , :; :: 1 :... / .:. / I v � e.a `..: 1
T RY BLOC ®IQ F 4 UNIT \ Y .\ / / / ? . `
11) 3 O .( 5 5 (2 S) `'\ t � L, -z \ 5 ' R / \ � �j c� f / i..:::::::. �.J: \ �. ® / I 1
(b) I TOR'Y GARAGES (-I BAY) @ I,q-15 sf �- ,I < \ 2 \ ,Z E f I / 1:1.'.;"'.-.:• jj�' r, `� \ \\ l
/ J4 ll \ \ \ /1 /: J \ / !
1 '`� I z ,. Ni,TS / / / r / & REPAIsz ..ORB a �-q
22 - 5TORY BLD6 m 10 23 5F 24 UNITS #28732 TOTAL 5.1=./BLDGS (BRICK /SIDING �: rS + u \ 6-1 8 7 s��. / / . ' �' �' f / / /v�'' j::: 1.i: ::' ` I ` a 1 �%
<> Q \ I / CbJ L \ DR1�QM P' 'J \ .' / �..... ! . ! ` / I ':t \ CER ?HIS 51UL
T F ( f2IGK JSIDENG d FRAME) AND FRAME 24 APT. UNI TS/50 LD#NG �' \ F- \ L `` -- -_. -.-� ROOM, ' / / / V S \ / � � .� ::: / (: t• :.'.:.:.../'.::' / '' r \ \ aj' ' ; ' :� o� r�I�I vet •
252,4'1 TO AL 5. ./BMDGS (B . \ \ zq3� \ --� 6BFDR M \ '� / }'' �� \ �.. /, . tj°j / I Y 1..: / r \ ... \., ` / �, E �� u '1 s
24',AP . UNITS/BUILDING `� `C.\ '1` �r \ --- �.. / /
(PATIO) `` / / ° ti_ !.. � i /'' ..t:':;:: 1 I a / dGo - �� �l.-,� ``-. - !:\
!`(D \,\\ t` ,\`' �` `z�-, FcE 48. -� -� - I / // \- / i / /i \ ;`-:/: ;.:::':I }:I` 'f ...� 1 `% \ �` l`�,,, 1 :`: 1 - :
EXI5TIN BUILDING: PH. I PH.2 - 1`11A r \.�\ \ :; Q \ \ 20 \ / l �/ � 1 . ...I - /:. " 1 \ \ \ I k oa
PQWER COMPANY: JONES-ONSLOW EMG \axe \ \ \ � 1 j \ / oe • -'' / \ \ 1*' / �....... .....' 1 : O / \ / Q .1 / \ -
TH15 P OPERTY IS LOCATED ON THE GITY'S SIDEWALK PLAN ? ` \ ~� `� \ . / �G AO � / / / p /:' I' : 1 I . / ! \ \ \\ O { \ `F. , I �
\. \ \ \ (I J t \ I / / - p 0 / �,��' __ /��, / o� .: }:. I _ `: ., .: ~< ..L / l ! \ \ �\ / �N. \ \ R /.,; \
GOfDIT ONAL USE PERMIT SOUGHT- APARTMENT APPROVAL < .� \ ,.
1
Gl�ADIN ANQ SLQPE �`� ' - ` \ \\ ,.C,� _ �- �'Q, �C� � - . , J - ,,.. j / b�i �4 U ro ! / h. \ :\
ALL E RIOR LIGHTING WILL BE POSITIONED A5 TO NOT ADVERScL, h h`L \ \ $'-�. \ \ / ,� I l' n
R A� NT PROPERTIES. '1 '� \ \ \ I ,.- -- P i/ C ��o� .'': � : fi', ,r � , I I \
AI` R ADWAY TRAFFIC AO AD.I ..1w °' \ \ S� \ \ \ \ \ `` �,� 0 // 6M / \ 4
AS M NT \ ` q; \ \ - \ .-�� �~� I ! o`� o`` j .-\�. ��� .... %' r.'.::..,:,f. - _ l 3 /
REVEL PER TO SUPPLY PEDESTRIAN GR055#N6 S#GNS AT ALE_ GRO /5r^IALKS. 1� \ ~ �� `-� I ti. -'.�• , y.�QG / I' j 2 ` (D D 1 Q. �-•. I \ \ \.
227 Q. FT. ,,�� -��` \ ~ \ �: - \ \� \ C� t \ \ 1 \ / �.-1 _ -1 �k� / ..... . t::: . M . r Opt -� `
7� �_ <G U t
5 ti \ / \ ~y :ATE.... \ s� /}� , �
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{ , a0 "J n,�'r \\ %� \ Y (� Y 3` • \ / ' \ '_ Fr V � � \,a0 j _ - - tiff — , ' 7- %- .y \ '`-` "^,r,,.�.ti....� f � [ G N I E�i . \ ' , \/\ /�, � \ i \� / r ` , \\ \ �
1 ,�'1 •+�" \•\\ ` � '�\ \ \ v y- „�,.- `/ � ... .. / /'" f f j' -�\ R TAtN1fi6 Y�1At L I . \ '•. *, \`
°h h a, r1h I i , \ \ �, r T / -- -- _ _ _ _ L _� AREA / ! I 2� \ \ I \
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I NfP \\\\\� \ •<. /JLI S ° t.,a, \ .1� �'" �`�•'� , %.�� �- '. l/ v'`t r / ` -- _ /� �+� \ ,- -.\ `ij.\,
BHP V+,E5TEr2K \ 1 / / \
TJ.B.#4b0 \ \'!`'` / /..:; : ... < / C r, ` / T°'� `' 1 �/ �`,, \ �'rpr b�\.�
\� \ \ \\ '`�_ _ _ � -w -- .I. -ldl—, _ �- x---.� F- /':' .:. ` j DETENTION POND LANDSCAPING: _ ... c, E
VACANT \ \ \ \, - -- — -- _,e_-- / "' '
\ \ \ \ "� --� --�\ ""` -~ // / ::.y' o 5�## LF Or� 4' Gi EN VINYL GOAi1=D GHA#NLINK #=ENGE (Ib' Gaie Included) ~'� ~ 'Qf'� E /�\ \:
ZONED "GA / \- \ \ 1 t / / \ �` -- - "yL ""1--✓ / \ / — / END SIDEKALK
�\ �� \ I 1 - J / / \ --�.. _. /. '`. ;j: . /. (W/5�# LF OF REQUIRED LANDSCAPING}: \� -�-�.� --'' , . _. ,
`�\\`, \\ �— / \ \ \`� .:.•:. : ..::. ... /� / END PA O
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G'APHIC SCALE `1 ~ \ �. — — l '- r �.- _ ' ""' <� -..�. / ��, CAE FUTURE BYO ER5ll
60 30 D 64 20 ---= '' r -�... - i .�
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CITY COMMENTS 10f221Q8 TM
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CITY WMMEM 12AO105 ,J,J
CITY GOMMENT5 12/30/05 ,J.J
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DATE: 5/12/2005
1FROJEGT: 8o8-'07
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PRI R T T THE DNTRAGTD
EG GGO5RUG 0 G
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F 30 tr'!llsl'' ;
T ♦ Y RANT PA ING SHALL BE PRGVI + - V Ii.1:.:.�' E •;. ""1:":LAP - T:> .:>::.. :=
O .... < .... , ,EXEST. SEWER GLEAN OU / H D 5 G DED la_-7 i [ AG.- 3 ` :..,.. f
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CONFERENCE WITh THE G1TY OF JAGKSONVILLE AT GfTY HALL, Q.'PF ..,
:::::
x . IN PHASE 2. \
. 6 :: •: -:
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/
6
EXIST. WATER VALVE I
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1 / \\ a�� NOTE: PHASE 2 MAN#�DLE TOPS TO BE 1P ..-•- c•� 5c _
PROPOSE1r? FIRE HYDRANT \ �• .-•-- '`~� / v coQ \ `�Pl
.: ::..... , . // ♦\ \ \l ��y SET I FOOT ABOVE GRADE. TOPS TO —� -`- ✓�, `N �'� ,,� \ J \ \,� =a % \'l° v .,-;`
........ PROPOSED MANHOLE BE ADJUSTED DURING F HASE 2 DESIGN. �'',
! ♦ X\\ TEMP. Tti N Il, k, , - ` \ ``\ \` pQ'\•, f
/ \ AROUND r/ ./ �• 1 ,•,_• �• •-.. i 'l t
............ PROP05ED GURB INLET .- \ ` ` L,�
// \♦ STUB OUT SEWER SERVICES 1I`E PHASE 2 � . 10 K�° ~� -- \`\ \ , � �, I
............. PROP05ED DROP INLET , / / ♦ \\\ A5 PART OF PFIASE i INSTALLATION OF I a �,'''f%'� \ is �``�``'� / \ I 0
- _ \ \\ 5EWER LINE AND SERVICES. I I- . "' \ crl / Lz, \ Ill N 1 =., �' `;:. 1. -i
�, ...... . ......EXIST. POWER POLE \ � ` � ~ \\ \� o � i'' 9 R.� / � �J '�•c� \ _\1 / �� 1 1 \ \ V� � � I ,
EXIST. GURB GUTTER \ -. \ \ `� ,,,.• o �'` \ \
5' OPAQUE FENCE \ \ \ \\ r y r# `��\
ry
G / \ N �`` N
\ ° \ \ � / fed \ 8. Q� 4 \ `tW / r\ \ � v\ \ ` \ . 7!
,l
2813 ...... • ... BUILDING ADDRESS \ \ \ r j :'''i
\ \ oe / °r
\ `� \ \ \ \ N 1,.. \ �' `�a R \ \ I I \ `sue _ `
. , . PROPOSED STORM DRAINAGE \ \ '~� --__� \ \ \ \ r b• `'A I 7 7 �,ofi :q - ~ , �•' .'' ,,�, I " \
\ \ \ \ � ram_ c r � d G.v � 50 \ •s � / I � �1 ' y �`� .' 3
w w ..... PROPOSED WATER LINE \ \ `�� _
\ \ \\ Ml•+ \ r �/1�' �%` f yob 1a .W® !+ � �� J!_'�7.�Z \ J' / \ IB ./' f ' }ti� `'l ..
\ l \ \\ TOP sI.ISj r ! Q�G �oQ {n, �''�I•�` �� 18I � � S/� =� ' \ �'l
sTVP PROPOSED STOP SIGN \ I
r \
" �. 4 111 a `� , `'f g �O/y /TS R om" \ / -� I .� l I 3
1 PROP©SET? HANDICAP RAMP---�.'.`' -,..� �1-�""" �\.,,`�6 t}�' z- p *`*"¢ e° �p �BC�p� '
_,1, . / .. I1 - ` 1 \ b \�•rJ. sVG - .. A?I 7jt \/ , r , A � .�6 '' \ 1 l � / `O,) Q�� , ` \ kP I I ` ii
1 1 ......� - -., .— .' . . _' \ ( 1 \ {� r(� / o °� \ '' - �� / \ \ �' / I / 1 } . cn I I t
` / F{� i \ z °•. � \ \ \ / F I is N ' I
C � ` ^ — y ..•• ,�...�'r""~" ,,.� t . \ \ \ ! sf?[ I ^ 0 ~Ooo`� / _,. �:/ a ��i \ t�1, / / I k ' ` j ." 1 7' m
/ :/ .. . \ \ 1 r / \ r } i1�
. I I
Q : kp -� f -,,,. t ! \ \` ! 1 / \\ aD �, + I- > rw � #I 43 " T / / k I, I , ii t• I 15'
!�]-'l I '/^ \ j PJ \� Q\,\. �¢� �•'\ e°4� / fly" l { �. 1 `\ /I r! I \ !I' I ce o6: t _1: N
. \ I 43Q .,,..••-''' �. �,� \ BIRE"r E \ '�' • \� �.�9 ♦ �lME G� \ \ _ / Q Cg- a \ b \ } \ 1 I < I 3
/ 1 ,,3k „ '� ( ♦ ♦ o o ) `C , `� / n I fI I I i rn
_ �/ -4 �. ' ,,... ____l 1 / 1 61VI ♦ / \� �'L o � e / 5t6, / I 1 I -! zj
. --�...---- -- y PLL* . n rl 1 rr 4 PI I;E I O D� �\, \ C 61, tiv. � / . 1 I I f I II: I I \ I 3
\ .. _ / / "� S -♦® Ai2E '� C ?�, a, l . I I ;1 3
\� , y �r ` • �' l } \ '`0 ♦♦ - AGF3V?: \�� V�" `� `\ lei:``^ + ' //' \ 404 V`i1....TL-Al "D� } J �„� / r %_ �L•i '} .7..
- TYPES Of= UN1T5= RESIDENTIAL \ — • I \ ''"'� •
:;
c ` l 1 \ \ I .iy / Q �`- R: 4i101+ A+TEA AGT11rr o 1 G N I G b� C \ <<:; .: --- /� \ ( `� I �. f 7
- NUMBER OF LOTS : I t t \ °"� . , ,- \ �' / ♦o a r I2 / 1 PO AG. b' �s
/ /� f:._........
t2> CREATION AREA A k t ' ' / " t .
- 05 1460 PG 3q6, 13K 51 PG 150, TAX MAP 336%IS.46 / I�. \ i $ '4 t212 1A8Ac. ° o./A -,t\ �r�\ \ �• !� `, \ \ �) � %� // // ' + : to f
A
I \ '�
- EXISTING USE: VACANT � t / _ _. - � () � �'
- PROPOSED USE: APARTMENTS , • t / / i' 1 r 1
° \ 0 1 10 { I // 3
- UJRRENT ZOO SING: TGA / / / 9 \ I G °°°° \
r
- PROPOSED ZONING:+GU-T KA I f \ / I �< .. ! G
� � ° °° \ OOP °°1°* . ° v `�' -' `/ •'� �� /�� \ \ + / ,, i ( ,. l 5'-�R
J,t ` -� . // I r °e:` 1 I-ORGE MAIN
- TOTAL. AREA 38.a16- AGRE5 1, ( \ � \ � \ e \ e o° � � .,� I / I � / / .� to
- ,�� ; ° I
- PHASE I AREA 21,3�13i ACRES # 1 } � � � � \ \ _ \ i \ °e °e �� �' ' I 3 �1' r"
a { + i J / - . \ r \ Ill v AO O e 4 \ / . .�' / \ "\ r �`�'(91 . ' , \ r r ': 1 r' S�
- PHASE I DISTURBED AREA 20.2; ACRES ( I . ` \ v �. e s ® e o 3/4" r' D HYD• ' ,� ,l Q, ` 1
- PHASE I EXPOSED LAND AREA 20.2i ACRES J I / o o ° e / .� 'I, "< \ (�) 314' M..
r , � + / -_ \ MI"1 ♦ e �e I C `{�' / r' \ / / 0) 3/4' DOA .. �� � � :y it
- PHASE I ACTIVE REGREA ®ION AREA I.08- AGRE5 j / 11 \ 5\ • O° ; e r=IR i+ Z s .. . .
/ '< °°° \ , p ! 8�X6" TJ?E ''I/- N -J / :-4:. �.v a /
- IMPERVOU5 AREA CALCULATIONS: / # \ / \ r,
F J \ / I • / \ - \ � 'i: t °° \ e ° V ss r I z , / :'\ .. -.- �I / I ...
TOTAL SITE tPHRSE 1 PHASE 2) ` / _ \
- IMPERVIOUS AREA (EXCLUDING Bt)1LD1NG5) 44,Tbb SF i . \ °v °,► °° \ / oe '�`• ^\ stib� FIB NYp
-! — \ \ ) �� \ ° e ° J� b 2 \/ � / �� S'x6' TEE \� _ 1 k 1I/ # 1.
- IMPERVIOUS AREA (INCLUDING BUiLD1NG5� = 7DD2�6 Sr ` I `- \ en°* \ ° L� /..'' O A • \ `' ` / . / # .
PHASE [ONLY: �, �� \ r / \ \ ' °m m e m • / / d �' r� 1`�`� -S ' t.?l • .� ::r
- IMPERVIOU5 AREA (EXCLUDING BUILDING5) = 28"1060 5F (II AGJ (VEHICULAR) r 3 / / \ \ \ �g�� \ ,t1� k� / �rJ � \\�'�fl ( �' �.6 PF� .. '.: / / .,\L, ,' r /® _ I I.
- IMPERVIOUS AREA (INCLUDING BUILDING51 = 445,668 5F (IO.3 AG,) _ , \ / / \ \ 'F'`' 1 fi � 4j\` /'Z po 4 0'� - ` � r • r
- IME'cRVIOU5 AR_A (BUILDINGS ONLY) = 16I60-I SF (3.'t1 AG.) \ / ` \ Y^ - S / `/
1 \ _ 8 E B O G - ��� r F 'O 4
LANP5l5, REQUIRED: (SEE LANDSCAPE PLAN BY OTHERS) \ \ /� G - \ \ / b' A\ fi / '�
' I ' i , A J ` /, 6 \\� / 6 �� / �' / "� b� I / b\ r `� ENLARGED F \ 1 f / '� Gj /
-LAN SOAPING REQUIRED Jh PARKlNC7 AREA: (SEE LANDSCAPE PLAN BY O T HERS}, -. �' ,. ,� \ ` \ \ ��pr ` % / �j - � S 'L `, � � / r /
tAI �ALTOR s / ti / GJ
. 1 / / f J'
\ Iq.772 AG.� \ P - �," r '�• / .; r ;J� / I 6- ,:
-TOTAL IMPERV10 )5 5URFACE RATIO = O.41, \ � �-� k� d / �-� �
T 1MPA T AREA: (REF. EROSION CONTROL PLAN) ,��' / 1 \\ \ ` R •.�• G fir' O ttd ` 1 8 �- ? r �(� r ao ro �oir=ar.Tr,R- '� w� / 7- -:i
TOTAL DEVELOPMEN G .,< \ �� • �- / s Q4� 1/ `
\ \ r� \ o `` \E ) ' GJ/ : / i Z , ' OVY�fZ TD SGNELI.LE \ \ Hh'�1' R+� �5 At JW 5 u ! ;!
_ J \ ,�} J, � � ?}LKt,'-'S A5 tiEGE55AR� ~ '- / � / 0 \� :
- RFAGE OF LAND TO BE DISTURBED b EXP05ED:: (REF. EROSION C, TROL •- / Z �\ *� �y;. 00 ,o x /
AG a � v,- . ,r - \ \ Lai \ 4 ( �. d . / i '- j. ` � o a n\,' ' � A f \ \ i3t�`�.Ft0±c5 ?YT I �►l. / � • • i
Y , 11 • `- �. ✓ . ` .. / \ \ / 4 \ �� `� �V \ ` '� fim / ���b� QC\ �, r , n /�� r 1� ` .1 ti, `.): 0
- TOTAL UNITS: PIS 1. d PH. 2 PHASE I UNIT MIX: �_ / -- / �• ' Ill .. �\ / ¢ � ( �`p \ ., -%• `�,y ,,r _•�` G I J -(�¢G/ �Q Q/ "r r� •�V I l / I (-hr /
/ f .,, r r 3
I5b I BDRM UN1T5 (O} I BDRM. UNITS 1 \ .+ . �/ fG 1 r'• \ / r r I �c'", l
C1 /
f
2&4' 2 BDRM UN(75 + (I`►4} 2J'3 BDRM. UNITS f � ,,�!',/ � (�j�y / \P1i1�� •`� \ ` g��6p��� rs /,+r; I -n "t ' ' `J % ! �'� 1�` -`Q { / j/ , t /j (. .
-. • V�7o/",0•`7, .•:::.,•. ... .. _.,... ! �R- \ t� � / ,C fop ' i I ,) �' : e• / e• /;, \ I ;,C
108 3 3DRM UNITS = (264) TOTAL UNITS, PHASE I- • / .: ' ... . :':.• '.: / �� I f /
EE `� G .. 1 1 I:.
528' UNJ T5 TOTAL / \ \ - / r -� - � : ' '' ri A t `ter° C `� Q `s �^� / �-% 1/ �•�' L t23 / < ' _4 !
- PARKING REQUIREMENTS: \� " -- / `� : y ��� t'?\3 / C�� o -
TOTAL PARKING REQUIRED: PH. I a PH. 2 ' TOTAL PARKING REQUIRED: PHASE I ONLY ,- . - -- -�
I 2 .302 AG . - . �' \ r f r Z ��,>3 `�,.::::'' 1 / ` ; \ e'xS' -.7"
1 P 404 IqL_�Ain�i ,� I } FIRE Hm / r 8 / \ \2� \ �� j n� / ' .. - - i'� ( F1RF HYD. -, I i /T.S.tY
15 5P/UNIT (156 (I BDRM) X 1.5)= 234 SPACES 1.5 5P/U�IiT ('i0 (I BDRM) X 1.5)= 35 5 AGcS / �, I 1 / 1 t� /�i v
1 - j a / 8�x6" TEE i v, \ •i 1i o d ✓ -� �. / 8f �E= �Il (/ I /
2.0 SPNNIT (3?2 (2 8 3 BDRM) X 2.0)= -744 SP&C,j 1 2.0 5PNNIT 074 (2 e 3 BDRM) X 2.0)= 545 5PAGE5 _1l ' ; \ w � _P b` G.v. �V' \
KING REQUIRED: a{15 5PAGE`5 TOTAL PARK1NCy REQUIRE©: 483 5PAGE5 _ �_ - / % I \ � \ •� � I . . / s \ I '%,� 'S' ` ~`` . / ! r� ./' 11 / /-`~�- �```' c' Gv. 1 , ��`'
TOTAL PAR - _ I - '" l i ;j r ��� - _ , . \ MEDIAN
G#_05c EX15T.
.:
* 20% PARKING REDUCTION PER CITY ORDINANCE, `� •` 2Oi PARKING REDUCTION PER CITY ORDINANCE, �s� I / �"' \ (^ � �a 0� � � � ' I s� � � l � . / r .U' �� -----/ I �` � `1 �• 1 I GRQ554VER
SECTION IG2, PART 8, NOT!=4. SErGT1ON 142, PART B, NOTE4. f �' �` P1GN# ♦ a off° 1 �,� / / - ,
1 �� ' \ °x / y1 - bb / .. � �Ys a3 ,`� 7.�1 / gY G & G
(-) i�16 SPACES REDUCTION = 782 REQUIRED `, () q� SPACES REDUG T ION = 386 REQUIRED (/ ��' I ARE Q� \ �' . r%• i' 10 I �" `� � '�
TOTAL PARKING PROVIDED: PH. I d P� E- 2 'TOTAL PARKING PROVIDED; P3�. 1 ONLY �. 1 / .:. r ! r1 �Q}/ \ s Q�G
824 REG. SPACES 508 REG. SPACES , " \ / P / �{ 7 A J \ a `SS/ { { -/ '�' �. / f n ry°i �� // I J t 1 o �- ., s� EXGLUS{VE NORTHBOUND
48 HIG SPACES �32 HIG PAGES ` ., /-� 1 r,,.,.-�'''�~ I 3 / �jCC�' CO / s . �3� 1 / �.:::'. / �\ ` �A � �` I ;I LEFT -TURN LANE
+ 4 GAR.. SPACES I't21 GAR SPACES / 1 �, % � / . . I (? r /4�0/'\ 1,\\ ')V ' 4 2 n ,I, I / / / r \ \ flfl /! 1 /. ,..y r
= a114 5PAGE5 PROVIDED. .-• %! 5PAGE5 PROVIDED. _ ! �• l� I /\� l 1 4 . O o��' ,.! \ S / / .6. 4r ! // I
t b /" 1
K / 1�� �. \ FIRE. \ .� �'::.' '. / �` / / I J fj t 1
- OWNERSHIP STATUS: RENTAL \ 0 G,OMPAGT 5PAGE5 \ 1 �, / / �°` • /� , 8"X8' T>=>= / .:::":. / / A< `ti / / 1 1
\ \ / / \. � , _. _ --- , I 60 /�• �v� t�4 ` / ♦ '- 6' G.V. r . \ ` ,c�-q G G� �' / .. `' `.: i r J / '< ,� �v � 7 / / -- # # ,r/r / I ,l
- i3E1*451TY: - DE NSITY: I . / i \/ /, / / I / o ,,jam, �. � ;¢, / ��, \ / -s \ o� / r . / . �` /© 2 I .\T / ! t I: � l
TOTAL: PH.I 8 2 PHA5E I ONL'r \ \ 1 / / t f �.\ � .3 `� Dc4`` /,\�% ¢� \ / \ \� r .f, j / I r; flfl g a ` I r ,
/ / I° s� z �'. ��� w � - �4 \ I, f . �{Y-}A�,.- .::. f 1 /a� v . j I ( J 1 \ m
15.55 UNITS/ACRE 1234 UNITS/ACRE \ / > 'L / t �, �� . ! ; • I X
I \ 1 I / n I / Fl� HYD. F ,C� ,`� I �C \ �" \ { 04 �C I : ' t r-
.� - \ , \ } I n I / / ' 1 S•xb' TEE / c. I 1 iaq°Q��°�A ' .3 • �. {�`� � I °b� � / "l \\ \, /r .1 s \ , � � :3 q � ACi . � 1 1 ,� /1G� \ � I r I . ? j � I �...
m BUILDING HEIGHT: / / GV. / t / `
40 2 HEIGHT FOR 3 5 T ORY APARTMENTS \ / / I l / \ b,v. ' ) \ Q C�' \x' / u l ::.::.::. ' • .:. , i / G i I o= I' l >ti; -` {p
6, / j / t t( \ e � % ,3 / \ \ / r , I
OVE}? 35` (MINIMUM DISTANCE BETWEEN 6UILDINGS 15 2O) �� \ / l \ 1 / r 1 8 PLW \ rt \ .\�� �� ""°' / 1/ i I , l
-SUILD NG SETBACKS: / 1 I \ NG. \ ,� �J S ^ :'1:�N>s' .:. \ I 1 5 ar
IG PROM PRIVATE DRIVES AND . ARKING ! I '� 0.' / / f :: ' ,i / i .�
_ 8' STREET YARD \ ,, / \ .-- .•.- n,,. .... -- -- Qr j �;� FI }�. � � / ♦ 1 -3 =� \ \ �f l \ � . „� _ � f.... ...3.:.::...:.. I -! I; . tT'�
F- \ / j \ / o• •.. „� 1 ,, ^� t• •� "•" " T , i \ N \ o� G 1 G p c ~ r ' K) 'd \( ai
0 LANP5GAPING \i' / J / 4 - __ t \ ` Q -'`� W+ 1b �,v: W I. cY r {o� 4v�o q;� b4���" / Z �.r.- \ A A �® \\ �\ ' / \ 1:.' .`' 1':. IS �1i /C" �S' v I ! ` EI --
\, -yam► } ♦ / \ 7: ' , vi eC I Z w � •' 0
! ,n % 1 \ — — \ ' d.4 P' A 1lr - /J� 0 � V4 � \ � % / I 1 ` . \ � I'. l .` 19 `I � A v
LAh1D5GAPE REQUIREMENTS: ` ... ! i (\/ ii �"f t^ Y 4. / \ \` yc ' ~ro, I - r \ \ {� DStj/ cn. :I t�j
L , > >( ' ' S�" D Ill \ � � / / \ ` `7 \ ,,,d � is ... ` _ ::�. / i o�p W t ! � � . \
FOR DETAILS, PLANTING TYPES, INSTALL ATION, REFER TD LANF?SGAPE PLAN/ ,, v �` '/ \�\ / \ j l j.'�C'FT Po / / 1 ' 's
z PREPARED BY REGISTERED LANDSCAPE ARCHITECT: ' } , ` 7• / / *Z, �t " io / �•r{ � �CCi -- / \ \ R ,�; !, PD9ol, S \ i- 1I ';
' �� �: I OIL t 5A I:i-- �/ / `ti "-
Ci DE5'GNATURE ti RANDAL SGOTT RAMIE, ASLA \ SEPARATER —, / / / GF ryo Y r. ;: ,` \ � / \ �'( �Z��. / / / \ \ k \ ` y`� �' \ � � I /.' ''
~ 5115' HANNAH DAWN DRIVE, GREEN5130RO, NG 27455 ` \ r (� 1 (� / / - .. -'C d°d°d°d°d° 2• �, °b'�°b°b°a° \ /t�a`��D��e \,Z ! / tip• _ \ • •/ / \` ��� \ 'h ..:.::. , / l ,�
TELE! (356) 282-65a2 ;:. .. I , - f \--� r o F�/ / " oC '� �'''. • \ o a '� \ I , ". :' ,
� \ ,t N `r \ 1/ ( �\ �. TYPE ^ ,,-, '�o gyp-- `�P Q 1�4 / g \ ` �''�}�' ,-�' /�\ \ 1 " / ..::.::::'„ .' /
_q TOTAL BUILDINGS \'` t--\ -\; _Q� \ I, '` ` \ \\ 3 ORY ,\� �r'y oe • , / \� \ •• `� / �i 11 s 11/ a b° E „F W ;E-: t�`
ti '
PROPOSE©: PH. 1 a PH. 2 PROPOSE©: PH. I ONLY: t \ ff \ 2f4 UN1 \ \� � `�' / y \ \ \� I 6" �.v.'; 1 d� l
I (1) I STORY CLUBHOU15E @5,a154 5f (1) - 1 51 ORY GLUBHOU5E @5,,15 , 5f \ I ` zu= 2' ` \ bOM (2s,7 B`DRGD �fi c• / •� t`\ \� - . /j/ / 1 % .'1 I l
H/MAINTANGE BLD. @ 416D 5f , (3 - I STORY GARAGES (� BAY) #,�1 5 5f \ �4 ` RPz `` '� - \ b 7�BF , M, � / / ?'C a� cJo / / �'' ::' 1.: I I l / - :' 1 fr
(I) I STORY GARWAS ) I �• z' Lb ,Q \ � �1 - 4C M \ , • �,N \ / . / I .. (I p t fi
E � / y r%.•'''' / .::::.' f :...., k I '. 1.. I r. f I �G�i �c od 6
(6) - I STORY GARAGES (i BAY} I,�I"i5 �f (11) - 3 STORY BLDG ® 1G.623 5f (24 UNITS) , �'�\ _ v \ � 1 48 -- (f'AiiG) /'c� / / - /,\ ,�'�/ / / j I k /::'. die
N .., . t 1;Z,Il � I \ ., /� F: E 48 - _"..--L — / ,> I / \ J::::':'.. € f r
t - � 1 f 4 UNI TS "�- \ `� `� � \ \ '20 � .;:: ,\ I / / . • '..... \ / � `.::. /
RY BLDG 0,625 5 (2 ) 128,-332 TOTAL S.F./BLDG5 ( BRICK /SIDING \- r/ ry I 1 1 / ;:':.: .. R ! \
aU (22) , STOs , _ \ \ d \ \' / / ' (� ,.\/ ; ` C / / y yp . I...... I / l 4 !
.\ 57 l = / / /. 1 9
'� 252,410 TO i AL S.F./BLDG5 ( BRICK l51 DING FRAME! AND FRAME 24 APT. UN1T51Bt)1` ING \ \ \ -� - ry � (\ 1 I \ / _ '� Q / \ \ / / / }.: ._.' . 1::. I ! f / / O , t
2 24 APT. UNIT5/BUIL IN6 '� \ `` \ I~--- - r • • , I { /
II
HPd9C.AP RA 4"S A7 ALL 5f0KAIA \ } '1 I �II
INI .i10lty" IYPfC:.N ' \ I - ; I4 I' N 1'':\ :I
a. � \ 1 1 I In \ F
Xa.e '
I � I
43 EXISTING BUILDING: PH. I & PH. 2 = N/A �/ `` ) 1 • ' ma's �:.;:-, _ ti G / / / I ♦ ( - 5
( D SLOPE •�'� 2�° _\ �.. \ \ z - _ / �, ��y� �- ; / :: I::t: :: /` t 6-r �4 7'p !
N�-ON5LOW EMG GRAD i1i AN �, ��. \ \ ' \ o \ .,/� _ I I _ �( 0 0 ;i .- `'-' �fi� 0 I
POYER COMPANY JO ES >` $ 3 �,, \
\ 7 �, _
d1 THtS , ROPERTY 15 LOCATED ON i'HE G1TY 5 SIDEWALK PLAN EAS M ENT �'� Q r, - ! \ _...,.., \ � -, �' � . � -. ' ` ' �" ` - �° 4
,
P
0
a >
t5�
\ C1 0
� 3
T _ -
GOND1T14NAL USE PERMIT SOUGHT- APARTMENT APPROVAL 2272 Q. FT. • �`� \ \ — \ \) A - t \ \ I �Jj�{�'� �. -- P . &./'� df\ ��' % _ ' :: ` j' } pr`�-j�. ' \ N 0 _ 3`y
z ALL EXTERIOR LIGHTING WILL BE POSITIONED A5 TO NOT ADVER5ELY 3 �� ` �-
�j .� V I /'':'j''/
T R A WAY TRAFFIC AOR ADJACENT PROPERTIES. %"J' 1 `4� „�
� AI=f=EG O D 5 r� � � -• � � � \ \ \ `` .. r�/ ` / \ / / ,. ' I �t'�?�' ' : ` :'�' '::%::. ' ' :.. / '' Il ' .' .:.' trrl ::� :: �F� ` : �'6� >-• -'
I I N AT AL R 55 KS. �a C- \ , \ I %, :.. /:::.' ' ' .
P-R T SUPPLY P1=DE5TRIAN GRD55 NG 5 G 5 L G O WAL "1• s � � / .� � :'.�':......:. /."'::'' ;'� - „"" \ .`�:.. L�6� ! -
v DEVELD o ,o� .4, T -� ll \ / ,,a r /: _ .
� FBI N
G I
Q 5� Ey p a \\ '1 !wl.J — l\ \ \ \ J � r -+\••. ..tea- `/ -~-.. .: ::i':'':' ':.,.. RETA3lUNbt L...
":':
`~-�.:
AREA
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O �. -�f �\. \ ti . <'.... "::1 tea;:::.:.:;:::;.;. :�:. / ,
t- S! D...1NAL. . O I r. \.. ` \ � , f \ ,n �.. �� .,..: / ���
a All Sidewalks bho1l Fie free of cracks, breaks, or an other =BHP WESTERN / \ J� \ '_ - I / / /''� / rr
GIefEGt Prior to reGeiving Q GertlflGUtG of Ot:GU(3Qt1Gt� D,B.146D \ /
N P.3 ,6 / \�. \ \ \ \\ \ — �-�.-•�- �., N -- • , ' . i:. / = :�.: \ / NT1 N POND LAt p ; - r
SU.." �/ DE T E O '�IDSGAy I`G-�: b 6.V.
z VACANT \ \ \ '� — �- — •,r .-..._. � ' ...../ :.:.. / / .. - - '-�.G- r
Q \ \ �~ --- --_ \ .i~ .�:.... r' a 5a11 L F OF 4` GREEN vINYL COATED GNAINLINK r•ENCE (I6' Gate InGlvded) '` -- ��
r-
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\ \ \ / \ � �. /...... /
\ \ \\ �C1CJ.�O / o
/ ....
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,` �, T Y - 24 UNITS \ \ — — - , — — _ ,,,... t� �.�:: / p✓
l /••�•�
/ } O CJ G3 �' ` FRS- ... ~-S"�'•`. �s....= ti=� �. \; ` / . /
WESTERN 0 \ ` /
I,�.:' '::t :' ...
1 BRmZEKA%y 5REEZEKAY D•B.I460 '�jA \ ...''. � I'/
N/F P.3016 \ .:.. /'
%�\� _ / "'' :,, }.,.: ,;: /';1 EXCLUSIVE NDEZTHBOUND
4 ' \ I,,..- �� f \
\ _ /"' � ` I \:... oQ / LEFT-TURI`l LANE
\ I / \
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A R �,
♦ / AF- : N
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k I \ ~ .•�"
N/F . � '/
CITY COMMExT5
10/2voa TM
CITY WHMENTS
1120/05 JJ
011Y GOMME1�1T5
12AO/O8 JJ
CITY GOMMEIIIITS
IZW/08 J.I
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SITE and
UTILITIES PLAN
END PA Q
BNP WESTERN .,>�\
D.5.1460
P.316 �< \� \ SCALE:
a- MEL\/IN R. 1 VAGAN . ��
U- SUGG
BHP' WESTERN ZONED B•-I `�h
ELEANOR N. w P.8.1460
A(f,A PUMP STATION NOTE:
4 GRAPHIC �S'C.ALE' 5UGG ) \.,
0 60 30 0 60 .1,20 D.B.1013 F.733 1 VACANT �
VACANT I ZONED B-1 °a• ALL MODIFICATIONS OR UPGRADES TO EXISTING
1 ZONED TGA T`rP• APARTMENT BUILDING LAYOUT u' PUMP STATION TO BE DONE SO BY OTHERS.
0 1 INCH = 60 FEET
L
Q
I
HEAVY VVY:
I" SF Q5A
��'��'������
' �1'9 il1/�1
2y 1 ROB
6p A &
L %"�L�/
. �,rc4W art FLM FM �5t Cce�aAI
/`OJM WAVY Wii tr: (IirY'P�'i� 7•=
aam om.Y,
LIGHT VM:
I" 5F 45A
2'Sa.SS
+
6' A56
���W'igl v_ _1 iR1 #J
ZONED 5-1
MANHOLES GREATER THAN 15' IN DEPTH
SHALL BE 5' MANHOLE5.
5EWER MAINS GREATER THAN 15' IN DEPTH
SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE.
NORTH CAROL! R
�. `
V W ATE
t
DATE : 5/20/2008
PRO�EGT: boa-07
DRAWN BY: Rl' T
SHEET
i;,' k ,

kINAr•7F_ GAL6ULATI0N5: RATIONAL METHOD (0=0IA) 10 YEAR STORM
PIPE
NO,
AREA I
TOTAL
AREA
GOEFF I
I
RAIN
FALL
GXI
RUNOFF
(GF5)
PIPE 51ZE NEEDED I
PIPE SIZE USED
LENGTH
SIZE
5LOPE
GAP.
51z�
5LOPE
I
0.06
0.06
o.6a
6.80
4.08
a.24
8"
0.15
0.24 1
8"
1.00
q5 I!
2
0.87 !
1,74
I
7.10
IS"
0.44
'1.10 1
Ely
0.44
250' f
3'
0.32
2.06
I
8.40
18"
0,60
&.40
0.64
70, f
4A
0.53
0.55
I
1.55
15"
0.05
1.55
O.88
54' f
45
0.22
0.55
2.54 1
15"
0.12
2.24
15"
0.45
145' f
5'
0-50
5.II 1
12.6q
15" 1
1.40
12.69
I8" I
I.67
144' I
b
O.Ga
O.Og
037
6" 10.44
0.37
roll (
I.14
70'
'I
O.Oa
0.18
0.73 <
b"
0.34 `
O.-13
8" 1
2.4-1
105' .
8 I
0.08
O.OS
I
1
0.55
6"
054 '
0.35
6"
1.04
77' ,
O.O�
O.i7
0.6q I
8"
0.32
O.ba
8"
I51 .
12b' ,
Io
0.43
3.8�1
[
.8-r
1511
24"
0.4a
15.87
24"
0.4cl '
1q3` !
!1 1
0.G8
0.08
I
I
0.53
8" I
0.35 1
0.55
6" . I
1.00
70,
12
0.08
0.16
1
0.65
8"
0.24
0.65
8"
1.00
12!' I
3
O.I4 f
0.30
I
i
f.22
8"
1.00
1.22
8"
1.00
6I' 1
4
0.07
C7.37
1
1.51
10"
0.48
1.51
!O"
138
ql' I
I5
O.GB 1
O.Ob
0.33
6"
0.54
0.33
(0
O.q5
'741 1
D.11
0.1a
i
©.-i�
8
0.40
77
D. 1
8"
0.53
47 '
.7
O.D7 '
O.a 7
0.2q
6"
0.27
0.2q
6"
1.01
G4`
Ia
OJ I 0.5-7
L51
10"
0.47
1.51 z.
10"
0.60
84` 1
IQ
D.02 `
0.3q
I
1.5q
10"
0.52
l,5cl '
10"
0.72
104'
20
D.3b 1
0.75
3.D6
15"
0.22
5.06 I
I5
0.77
13'
21
0.38
D.3&
I
! ,55
15"
a.o6
1.55%
15"
0.31
225'
22
0.47
0.65
1
5.47
15"
0.2q
3.4-1 I
15"
0.5q
17'
23
0.00
0.05
I
0.33
6"
0.54
0.33 i
6" ,
1.00
7i'
24
0.24
0.52
0.60
6.Sa
4.08
1.31
loll
0.36
1.31 I
10"
OAq
8I'
25 1
0.42
0.74
3.02 I
12
0.70
3.02 1
12"
0.74
67'
26 1
0.14
obe?
5.5q I
15"
0.50
5.5ci
15"
0.7q
76'
2-7 .
0.54
2.27
q.26 I
IS"
I 0.75
41.26
18'
0.76
111:2'
28
0.35
5.37
13.75 €
24"
10.54
113.75
24"
0.36
153'
2q
0.36
3.73
I
15.22
24"
0.44
`:, 15.22
24"
0.5q
17'
30
i 0.55
4.08
I 16.65 1
24"
1 0.50
16.65
24"
1 0.50
1 !60`
3!
0.25
0,25
I
1.02
8"
1 0.65
; 1,02
8"
0.76
Zq'
32
0.26
0.51
1
I
i 2.08
12"
1 0.34
2.08
12"
I 0.4q
' 61 `
33
0.1q
O.ZD
1
2.86
12"
0.63
2.86
12" ,
O,Sq
1 146'
34
0.33 ' S.i 1
1
20.85
24"
D.bO
20.85
24"
0.82
I 140'
55
OJI 4.00
1
1
16.32
24"
0.52
16.32
240r
0.56
I 18`
36
0.41 �1.52
I
55.54
36"
0-:52
58.84
36"
0.32
q3`
37
0.45 0.45
1.54
15"
0,08
Lb4
15"
0.55
171 `
58
0,4.4 0.8ci
3.63
15"
0.52
3.63
15"
0.67
151
=t
0.45
I.34
5.4-1
15"
0.7I
5.47
I 15"
0.72
201'
40
0.11
1 1.45
5A2
15"
0.50
5.q2
15"
0.82
04'
41
D.44
1.8q
I
7,71
15"
0.52
7.71
` 15"
O_
..
42
0.07
0.07
1
0.21
b"
0.28
0.2q
' 6"
O,Bq
56`
45
1 0.07
0.14
0.57
8"
0.22
0.57
8"
5.46
52'
44
I 0.4q
2.52
I
10.28
I 15"
OA5
10.28
18"
1.01
_ Iq8`
45
i 0.44
0.44
1.60
15"
0.05
1.80
15"
0.55
144'
46
I 0.25
0.6q
2.81
15"
0.19
2.81
15"
I'll
18`
47
I 0.6b
3.87
15.7q
1 24"
0.46
I5 Zq
24"`
0.48
115'
48
ob7
0.67
2.-13
I 15"
I 0.I8
2.73
15"
0.77
110'
4q
0.3q
1.06
1
4.52 15"
0.43
14.52
15"
0.46
105'
50
0.11
1.17
I
4.77 15"
€ 0.52
1 4.77
15"
0.53
l68`
51A
0.55
1.52
I 6.2I.
I8"
0.48
7.43
le'"
1 0.50
20`
51B
1 0,50
I,82
7.43
18" 0.48
` 7.43
18"
I G.50
70`
52
a.07
I .Sq
7."71
1 18" ' 0.52
7,71
18"
0.55
12& `
55
0.21
5.q7
I
24.56
50" I 0.54
1 24.36
50"
1 3.q&
1 101'
54
0.10
15-=A
I
1
65.60
56" 10.67
163.60
56"
2 1,00
1 20,
55
0.51
1 0.61
I
I
I I
I < 5.50
15" 1 0.25
1 3.30
15"
1.15
1 78'
56
1 24.44
1 24.44
� I gq.71
3)-36" 0.55
1 gq.71
(2)-36
0,77
1 3G'
57
26.00
I 26.00
0.60
6.80 r 4.05 1106,08
M-36" 0.56
i106,08
(2)-3�s`!
0.64.
1 47'
IEOPLAST
;GP
.GP
:GP
:GP
:GP "o"
IEOPL.A5T
IEOPLA5T
IEOPLA5T
IEOPLA5T
;GP "a-1
IEOPLAST
IEOPLAST
�EOPLAST
4EOPLA5T
_UTURE
:UTURE
:UTJRE
=JTURE
4EOPLA5T
ZGP
ZGP
Z> :P
4EOPLAST
4EOPLA5T
4EOPLA5T
4EOPLA5T
ZGP
ZGP
ZGP
ZGP
4EOPLA5T
4EOPLA5T
4EOPLA5T
ZGP "0"
2GP $loll
ZGP "O"
ZGP
ZGP
ZGP
ZGP
ZGP
dEOPLA5T
qEOPLA5T
ZGP "0"
RGP
RGP
RGP ,loll
RCP
RGP
ZGP
ZGP
RCP
RGP
ZISP
ZGP "O"
RGP
RGP
RGP
NOTE:
€7.1. '& NEOPLAST-
(TYP) TOP
ELEVATION IS
TO TOP
OF GRATE
ELEVATION IS
TO TOP OF
CURB
ELEVATION IS
TO TOP OF
CONCRETE
LID
STRUCTURE
TOP
INV.
INV.
STRUCTURE
TOP
INV.
INV,
NO. TYPE
ELEV.
IN
OUT
NO.
TYPE
ELEV.
IN
OUT
c
O NE'OP�A„T
49,10
47,10
JG
N=uPLAS
50.00
46,90
P
46.90
r, ; 45.00 (1) 44. 50
47.50
CJ.
49. 80
42, 6
42. 60
44.60 (55)
O C.I. 49.80 42,50 42.45
u.,.
CQ ^'
48.00
43.40
43.35
GG
C.I.
,�
49.8u
41 6", (30)
45 0•' (33)
41.60
0 C.I. 47.40 42.9Q {3) 42.80
43.50 (4B)
8
NEOPLAS T
49.2111,47.20
1 C.1.
47.10
44.50
(D
NEOPLAST
49.20
46,60
46.60
f C.1.
47.10
44.20
44.15
JJ
NEOPLAST
49.20
46,30
46.30
liD DJ, 46.60 40'40, (5) 35.00
43.50 ;7&9)
„
G NEOPLAST
48.40
46.90
LL
C.I.
49,60
46.60
e
C.I.
48,10
4a,15
45.' 0
0 NEOPLAST
48.40
45.10
46.10
NN
C.1.
4$. z 0
45,00
44.95
NEJPLAST
47.70
46.2G
00
C.I.
49. 0
4',50
4,.45
IQ NEOPLAST 47,70 45.40 45.4'C
PP
C.1,
47,50
42,35
42.30
C.1.
45.10
37.05
37.00
OO
C.E.
47.50
42 2�} (41 )
44.5(j {43)
42.15
36.90 (35) 36.85
C.I. 48.1 v 45.00
�=�
{14}
RR
NEO 4 A5T
48.80
46.80
40.45 t34)
NEOPLAST
50."0
46.17
SS
NECPL AST
48.80
46,30
46.30
(D NEOPLAST 50.10 45.47 45.47
TT C.I. 47.60 40.1 (44) 40.10
4�.80 {46)
D NEOFLAST
50.10
44.26
44.26
UU
C,I.
47.60
44.60
�
�
PO NEOPLAST
50.10
38.16
38.16
VV
C.1,
47.60
44,10
44.00
CL
�
(a) FUTURE 50.70 49.20
39.5 (47)
a'Vv D.i. 48.30 40.I4 (52) 39.50
50.7C'
48.50
48.50
XX
C:1.
46.80
43.8'0
zFUTURE
Q F"JTURE
5O.7v
48:25
48,25
YY
C.I,
45.90
42.95
42:90
a�
FUTURE
5�,7°�
0
49.20
ZZ
D.I,
47.5�
0
42,40
42:35
0
U N OPLAST
50.70
47.75
47.75
OA
C.I.
46.60
41,45
41.40
C.1.
49.50
47.0':;
46.9C
�'
B�
D.I.
48,30
40.90
40.85
46.80 '20)
C.I. 49.80
41.
43.45 (27)
36.55 (36)
C.I.
48.60
45,80
m
�39.1
01
48.30
0 (53)
36.50
DD
�
-
..E•S.
36.30
ii
�.
,- •
v ,,.. 49:30 45:' 0 45.05
0
[I
[�\ r, .:
0 ;.J.
49.30
44 .9� (22)
44.90
EEE F.E.S. 4.5.50
N
46.30 (26)
= FF
EOP
44.80
t
AA NEOPLAST 50.00 48.50
0
to
8B NEOPLAST
50.00
47.80
47.8C
GG) EOP 44.50
O
CC NEOPLA-
50:G0
47.40
47,4C(D
'I
EOP 4fl.8fl
ZI
EOP
40.50
4
\\
CI
45,80
44.3
41.25 `
WJJJ
p`\`
7
-
v
\\
o
0
o
AND SLOPE
.3 MEN-
_r,
zWNER
`TO
OBT
FROM-ADJAGI
13
u
Y�ALL NOTES:
C,
- , INTO
AD.1
r
p
,,PT EN6?NEERIN6 15 NOT RE5PON5$LE FOR
WALL DESIGN,
`
SPEGIFIGATION5,
TYPE, AND/OR CONSTRUE T,ION, INSPECTION OR
O
INSTALLATION OF
WALL5, WALLS ARE SHOWN TO DEPICT ELEVATION
\
�
CHANGES ONLY. CONSULT WALL DESIGNER OR
6EOTEGHNIGAL
ENGINEER
(
0
FOR ISSUE INVOLVED III T H ANY RETAINING WALL 5HOWN ON 51 T E.
t)
z
9
;
\
I-
IZ
'
u
(i
T
GRAPHIC SCALE'
O50
30
0
60
120
_•
mrl/ 1iI 1//.•'off t//'l�) 1I1 tlll///-^^nj TO
POND
1 ttE//�V1I ii1 TtI Ott ., �11 iI[ EE1\�EE1 ((/�'% iiL111 }I!-'-�� y�/ tJ/'{�! 1J�1�t t11• �) {t}�'!� 1�V1] t//////+`[ f4t'�• ' TIJ�(LC !�'.,\f1 , . .:... .-- - -- ::�.��,• G 'R�� ors
=� I
3MPERVI OU5- 'A,A �./ \I i �V 1 I li E t i i i 1\./7 +i... V •`/ ! �G • J� t �A ! �AV 1.::� ! �i �A • �f�l;�.:f.Y.,,_=a��7,.' .
. -.� c
' `�� I
v 3.11 AG. BUILDIN05 (INGLUDE5 P0551BLE 3 BUILDIN65 IN PHASE 2 THAT WILL DRAIN TO PHA5E I POND) _a GITY COMMENTS €0/22/oa TM
`� 6.5' GONG. 51 DEWALK Iv.:• . ' - �• I'T -'
�- 2.36 Ac. 5 i REETS
Q'::' S. hsrs8r , GITY 60MMENT5 11/20/05 JJ
FROM FACE OF CURB `' m �u
ARKIhG LOT T A 55 FR :: -;`;:':� ..:.'....:'' : >:."::.: ,,
' 2.5q A�. PARKING (1NGLUDES POSSIBLE PHASE 2 PARKING LO GRO ®M BUILDING a) - - 4':: GITY COMMENTS 12/Ip�Qa .�.�
c' • O
I.64 Ac. SIDEWALKS,,i- _:.' :^a ��a
-::.,: ` - c�4 °a�, . GITY COMMENTS 12r30/08 JJ
-.---- 2�o GRADE ..._..._...�._ 5 STORY - 24 UNITB ,N- . N.� :
8 . TOTAL 10.3 AG IMPERVIOUS TO POND 2 F� _ _ ��- ,7
4• 10 6 3 5
<� ..
.. O
I .___ :64% IMPERVIOU5 OF 16 AG. DRAINAGE AREA TO POND u;,�
4" ,,pN ,RETE ��zEwAY SR �z�way _ Vie. _ - ,, .
Ater
1 - , �a Qom'
• l�
6 y``
IF TURNDOWN SIDEWALK IS USED 1NBTI AD OF CURB PROPOSED! PH. 1 ONLY: - ... -
' ` (i - I STORY CLUBHOUSE ®5�i54 5f _ .
THEN 51DEWALK SHALL BE 6,5 FOR A CLEAR 4 ) � "'y,� _-. '� mil'? Y.
. ... _'cam ^o35 f:�a o_na::: �cc:.:ar.:ill_ ` . '...':' :? I,
(3) - I STORY GARAGES (7 BA.'Y) ® 1,g75 5I
E REG?UIRED. :: ,,::...�.. :.- �,,
HANDICAP AISLE OR WHEEL STOPS WILL B f _ MAl; �.
(1,) 3 5TOR, 5LD6 0 10,623 SF (24 UNITS)La .
�.,�.
RI K S{DlNG - ,•, r , - .
k28,732 TOTAL 5.F /BLDGS (8 G / -
FRA 4 APT. UNITS/BUILDING _ �.
AND ME 2 �= cnvso*�`:
s':
':. -r.
t.
S�GTIQ1 TYP, APARTMENT BUILDING LAYOUT VIiIIT _ ���+. :.,
a : :.
NO.,T...Tp 5. GAL Zell Fork
;. -
`.
:';
AR
r ...::...,... t
P KING LOT :... ,
S p :..:: .
HA 2 .;::,.. ,
S
,...: a.^.:c :.� ' Off•. C.. t •••
A A TD PO1\ID .
., F
-: ;'.: • .
�RAINACa= .. �:
I a b (51 AG I'll I. - 25s S. f�ARIrvE 8L t0� . rt �..
.J� •� .m .
9 i _ .,-p �:
4
G G ",
;sari -vibeI.r I ,�
l _
�.� �... -
/ . a.'N C v�
® t .
..
PROP05ED 51DcWALK it 1,li- '4?" 0 �®
115e
tr
,-• �t 4e \,X 20 tip , _• -I ,._-11 � r � \\
PLAN VIEW 5e 2 ?O, �� 0 d \_.•. t 1 1 ki
ip�AiilO
,5ow / ���
50EVi,.AL< 5ECTION _ / \ \� �\\\
�41� _
N.T.S. r__ � � � 9' \ ®� \ ` \\ Q ` \D \ t13
�- - \\ �\\ I - r- ---%
t
/ IT 2 � 44111� / `%% , \ k �
\*\ / \ , 1 ,
/,, 1..I I I � \ \ a ` \ r6 q 1 \
BTPRMY AT�R NOTES: \, \ , - -Ise a \ Q \ - - " ; �� �\
,� t \ \ t
1. THE ONNER OF TH15 PRO,:EGT MAY BE E_1615LE FOR A PARTIAL ! Q ® 'o \�O\ CND _lP a \ �'' l -A \
REDUCTION 1N THE MONTHLY STORMWATER PEE THAT WILL B>r ASSOCIATED ' p `� �6 OOry/?'� r ��� 1 ` \ l -�
N1TH TH15 DEVELOPMENT, TO QUALIFY FOR A FEE CREDIT, THE OWNER ' I \ I`�' o �+ 4e,r0 0s4°�ei `� 10 I
I
WILL NEED TO PROVIDE TO THE CITY ENGINEERING DiV5510N UPON \ (}r f� o S• o.'ji�'°`"�' °°y� /� �N11 ,, 2�, ZO ` r \ // I I
COMPLETION OF "'HE PROJECT A COMPLETED CREDIT APPLICATION \l °° ° • ` '` - -L � / � ' DOh7 \ l / -. I I t
ACCOMPANIED S'.' A COPY OF THE 5TATE-1SSUED STORMWATER PERMIT ! 1 + � � 4 � \ / 1
P THE I PLANS. \ 1 I / \ �` L o ee°\ / tj. m sy N / \
zA5 WELL A5, A GO Y OF 5 TE \ 1 e ® _�`V •.,,, ` +Q,, •a \ 1 $ � .11 \ \ t
+ t >- °e4 , , � \ ® / I \ C
\ I / o e / j
2. THE EXISTING DITCH BANK5 ARE NOT TO BE D15TURBED AND IF \ j JIB j + ��,� ee°e / �4 \ \ I� t ( t 1 t
EXISTING DITCH BANKS AR EDISTURBED, THEY SHALL BE REGARDED�0\
1 / U%. �¢ •ea• \ ° ° / •�.. j \ ® / \ 1
1-0 HAVE 3, I OR FLATTER SIDE 5LOPE5 AND THE GENTERLINE GRADED ,1. i \ �p (f� \ ° °e �'{ 10\ /'� / \ t
''� x f \
TO PRODUCE POSITIVE DRAINA6E. \ / I I ego �ee / % G'��\�� 11V / � ,� \\ ! I I 1
\ \ o „i \ \ #
/>�. �I e° pl?,q �I �� Ike \'y 0 / < �& x // ,,' '5F� I I I t 1
3. 5TORMWATER PON05 W1LL REDUCE PO5T-DEVELOPMENT FLOW5 TO ' / �� 1 °• ARE �, I`' p / \\ �\. , w \` \ �le / I I I
AT OR 5L_LOW PRE -DEVELOP MENT FLOW RATES, THUS ANY DOWNSTREAM , ao a c' 0 ��' Y-- ♦ / \ \ E \
STRUCTURE 5HOU` D NOT BE REGEIViNG ANY ADDITIONAL FLOW CREATED tAl I \ � + ACT�ve k $ \`� Q b' /� s \ \ ' O� W TI-A TE I �j t/
,, M �`� I e °o° �- - RECR;=ATfor+ AREA \Q ACT) x� X \ `� t i 1 )
B! THIS PROJECT. \ y i ++ 41,212 SF i I * AG. �� ATior� AR: A Z F' GN1G � / 0 \ b� / � I �"b � 1 � I
Y-,12 SF / i.06 Ac. ' ,•- loll �', \s, / / // I \ \ , \ � #; / Ir / `,`�����,t><;j���i
4. MOSQUITO POPULATION ON 51TE WILL BE CONTROLLED BY T! USE OF 1 1 1 1 e e X / �D // aQ`�' ) 1 / ! 1 \�� �' + Q� �/�
MOSQUITOFI5H (GAMB-j5 A AFI=INI5) AND VEGATATIVE PLANTINGS ON THE / `4 \�� ka. °°o j '° ��/ P \ / / / Q pz., ., " -
PON05 LITERAL 5HELI+. MOSQUITOFISH AR EXTREMELY EFFECTIVE AT LIM TIN I 'I \ \ P °°° \\ ,,� ( ° � ' , / x � ' ." -, � / / l ')1 - � < . •
MOSQUITO POPULATION GROWTH IN NORTH GAROLINA PER NG COOPERATIVE , q�4 0° �QO ` °-� e ° ��� `� ,' ,� / \\ gr \ ( % // / '- r
EXTENSION. AL50, CERTAIN TYPE5 OF VEGETATION HELP CONTROL M05Q'JI 5 1 \ a °°°° \\ -�'A a 0 e o / a ! �'� \ ® / / --( � � = - - -
• t� 11 02444� =
SUCH AS THE FOLLWIN6: DUCK POTATO; ARROWHEAD, ARROWHEAD, SPAT DOCK 1 I ® \ s x6 ,�0. e °°e 0 / `� Q� v - _-
�NA =AF Pl K" '= WEED (BROADLEAF) AND SALT MA H \ ` a \ ' � °"° ® e ''� s. � "`�
PIGKERELWEED , RROInI.- ), G cR�L ( E ° x \� `� / / / 6 \ / , Q/ IC Y/ - • . .
BULRUSH IN STORM`rrATER ; AGILITIES. ' \ ° , °° o ° / '•', '•• F .`1
•t / K,
\ s i °° \ " $ �i O NO a a / / / �` \ \`�� i ti ,/ , ��- I �, ����
\ i "I\ \ e 10 �� 6 °°° V \i� ��\' 4eeo°L°w° / � _ ,���/ � // \ Q ��1\.-��� I // // � ��� fit b. i x�� its
\ °° \ ti�Q .. !� 0 �A / N � p�� \ /\ / `�j�} V _•�i // ' 11ti11t+� L -0TMP
fk%l
\�\, (D6 �p ,p \
., , //�-,f -i \ I 10ir F 7 ,\ A _p w / 43 , . , �/, J r �%1 .
1\ \ \ \ p�. G�
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p k5)
` \ \ I`w 5 / /Q � 66 bA � .e /
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� ovreR To scN •
, lu
/! I�.6F�I AG.�' \ �.\ � 41 z► \ \ } , �� \\ ••p�D �„ W � / �.,. /' • ` �. � � '�t � \ Ift �` r r� � sr � \ /
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/ /�O�N / \ �t. 0 1 R f -
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t
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g t� p 4, 46 ! -i 1,. r k p��\ O ,•'• -" , . j' �' .. ' 8$. /lyF © t ��t j( / -A - �L
',7 fir J r ? k / /. / / �._ 1 \� •I i .�...----ii �`
/ J t &� I I l /Q� , i' � rAw:rp Ra.� AT ► LL sfora \ I ��'�Ii, � rf\0
` / bs' sl r \ , / \ t1� ,��� , . i ' ::: . / /.. / fHccrla� rrk�,rf / r_ / ,'a ill �(
%� j ,t1•�••i\ i rr r'r'Cl\ \ ¢� C a / J �(\ \�' / �,/ f g .•..i .. f/ ' 1 \ ,,.''� \ t ay �\
�" \ i/ r. �`+�,ti f n•�� nA ` 5/ �0�to} cy/,j�'0 1 ,/ /! 73 bs /, _ \ ` f/is � ' \ j t \ 3 V 7
4$• + a ,
\ . jI) & ~ \ 5�opo' \ �, \/�� ., � ,t I I , / / .l�' K r - 5 \\ F A C'\ ..--- 1 �'
I%D
5 /-1 �" 1 t REPAIR CURB i
= / / / r _ a_ 1 / I \ l C'ttTER THIS 51gE •
\.,/ I •' ,� 6~1 r3PD 2I?OM, 12 s'' ' J y ��� i % 1 I I I �► b ,"� l
--� v'J "` PG �b�� �' • 1 , 1 I I /. I� � �� I � \� � l � \ � �� I \ ,, OF Mry AN
lu <
� --- ---- �:... (PA i IOj_' "~ \, / - --_ I I I /
\ �� .,, -A
4', • /�E 48.ZC% .,-� �.. \ \ / i /'/ _. -- - ,` t \ I I l / /. / z / �. \ \ �. / i \ sn�
y� 1.
t \ LL! t ( \ R I ! 1 ' iI Ia 4 O \ I q$ \ / �y O ... I.../' 1 \ sll
/ A -\ I--,' . Ar . k IN N \ � tu
31. �D
�w4S. .O S \ I : •i' at9 4> 0 i �' ! 1 1•L� / / / �,< \ I ar 1`1
��''° `� \ \ .. l - y •(/ ti�� /./ • ' I l ...t I e 1_1 . -_ - :E
/ 6.1 �. \ / 0 \ `o , , �\
' � h% r`` �,0 '4 I :I - »- -- i / t l 646J Uly/ 7 / , \ I t \ \ ;�
•
'Pi�k
'� 11
,� ,� I 1 �� C1: - A y 5 1?-ALc „ co,. ° , , ! � / \ R-30` I \
--
PERMIT NOTE5:
AN EROSION CONTROL AND 5TORMWATER PERMIT DILL BE
REQUIRED FOR TH15 PROJECT PRIOR TO ANY PRE -CONS T RUCTION
.ACTIVITY AND INSTALLATION OF STORM DRAINAGE,
PLEASE GONTA6,T CI TIT' OF JAGKSONVILLE, PUBLIC SERVICES,
TOM ANDERSON.
1 / -
0 1 IN'CH = 60 FEET N/F `'�,
L MP1 \/IN R. \
6
r
11
I- , - - , [ ,I I 11
ram, - g
r
Ia ' \ / � v 4 t / \ \ `\ GRAD I N6 and
\ '`tyl \ \ 5 ram. Qy / 1 / / / - - S�� .. _..,+-�°a k'� ��� \ \ \ �' \ \
,I,-,,,-'- le ��/ / O
� , -_<__lI I\ --, " -.,/ /RI '' EA /,
�I
D�1_
RNrO.OLIN
A El6N Nz'4
.
\ ^ ' Q \ { \� �'} I' ,� . ,., r / . A7 �. '�, ,�-.�..... 4e3 PICNIC /3' /j \ 5TORM PLAID
. _ _ •-.
"'` -, ,\, � \ I 1 /lam , ;' - - -. .,,,, .. 1 \ i4j ® i \1 \\ \.� \C
__
.'0-,,_0I II -,11- -,I,-, -.- .. . .I
./... ��'
/
`� �".� \\�/'7 Rom" M 4�so�}` �- j 2,,°' o�� -- ------ 0 2 �\ sic SEAL: I' = bo`
,. .....
_�
,,,,\"\ ` �,� - ,. / /r, / Nn�c PING: - - `� --1- - �� I� �� DATA : 8 2 20D8
i
... / VETENTION PON12 LA ,4
\ - / // o 5�H LF OF 4' &REEN \AWL GOAT® GHAINUNK FEE (I6' Gate Included) '' -- a� dI /<\ / O�
zI
\%m ,.1•-.�- _/ // �\ ,/ W 5ql LF OF REWIRED LANP�GAPING): � E4V SEVEKkK b� � �� T � � `�
\ \ _ ; - - � - END PA �1 , PRo,EGT: aaa-D-
- - _�,. -__--cL10_- m___mm:-m--I -I`I6;��51 ,.-/..�",.N.i:�� -z,a- f,r
t RDAD TD BE EXTENDED
'- . \ \ -' -~ .. -'" "" t,� _, / / LAND5GAPIN& PLAN PREPARED BY: DE516NATURE RANDAL 560TT ROMIE, A5L A
_ 5115 HANNAH DAWN DRIVE, GREENSBORO, NG 21455 IN FUTURE BY OTHERS u '� DRAM BY: RDT
- � . TELE: [phone] VACANT
- - - -' 5i-�s"'7- WESTERI�i O, \\ \ ­-1�/ /
! P.B.1460 �k- \ 5POT ELEVATION5 NPTE: ZONED B-I
P•306 \ \ RETAINING WALL5 DE516NED BY OTHER5. ALL SPOT ELEVATIONS SHOWN AR ETO BE TOP OF CURB 5 I • -
-4
1
N/F VAr.ANT �,% • UNLF-55 OTHERWISE NOTED,
U F. # 07 I -04.E-ITT

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if
w
4
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D
6
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ul
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2
O
O
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15
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O
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0
9
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0
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0
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W
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1l
0
6
LINE TABLE
LINE i
LENGTH
5EA€2ING
L I
22.33 .
510°47'411"W
L2
40.42
N76 °31'15"W
L3
-I1.4cl
NTi°2g'54"w
L4
70 °€
N5400g'50"w
L5
51.02
N4202501q"W
Lb
84.78
N4€ ° 14'51 "E
27
233.45
575a5q`31"E
L8 I
100.70
510°47'4q "w
1 Lg
l o.00
57q' 12 `l 1"E
L-10 1
104.22
Ni0047'41" 15
L11 I
5tA7
57g032'35"E
Lit I
35A3
510°27'25"W
1
L3
4
1 .25
a , .+n
5 05 36 4.� E
L 14
21.52
k 2 4b E
5 b°2
L 15
12.55
N76 ° 16'00"W
1
L6
27.53
t a
1447 4 . E
EO
LI7
10.00
N7g°1211"w
LIS
415q
54b°Iq'II"E
LIg
CIA7
N501150'05"E
1 L20
45.50 I
555°Iq'24"E
1 L21
1
6 4 q .
5 560 22 40 ]=
1-22
40.g7
57202715011E
1-23
35.77
546033'23"E
L24
3 q.67
7
537a 2 25 G
L25
66.64
55401g'56"E
L26
42.51
52303456 E
1_27
106.62
585°26'46 "W
L25
25.10
N€€°OV25"w
L2q
76,24
N57 °03'1q "w
L50
53.30
N6461116"W
L51
45.12
N55051 `35"W
L52
50.06
N41005'36"w
L55
4i.62
N63°0115"W
L34
53.45
N26°0g`32T
L35
25.54
N1g031'33"W
L56
45•g4
N21°4632"W
L37
50.47
NIT 041'56"W
L38
46.51
N21022'46"W
L341
2i .3c#
Nib°56'33"w
L 40
47.1ci
N23°5G1'30`Vq
L 41
21.27
N24°35`24"W
L42
51.13
N25°4646"W
L45
24.64
N15°45`44"w
L44
27 iO
NOT °58'36"W
1 145
54.40
N23°24'44"W
I L46
I 48.57
N1305458"W
I L47
I 25.86
N1305455"W
L48
I 45012
N2600g32"E
L4q
12.11
55801315411E
L50
54.51
5a8°14'10"E
L5l
44.5-1
55c1041'4.5"E
L52
I 31.0'7
N60054'15"E
L53
43.24
N75"1752"E
L54
1 34.26
I 582030'24"E
L55
1 2g.85
I Sa305V27"E I
L56
25.17
I 57002q`15"E
I L57
32.25
545051'42"E
L55
27J7
58205b12611E
L51
40A6
N84°54'45"E
L60
45.Oc1
573016'36"E
L&I
45.04
56500455"E
1-62
50.75
550032'08"E
L63
50A3
572055'2g"W
L64
4g.67
N86055'05"W
L65
3g.75
Nbg05641"W
L6b
40.eO
N75°0q'2q"W
L67
28.9b
N64031'31"W
L68
j 38>.23
N60004'02"1N
Lbg
26.g3
N62002'23"W
L70
35.5E
N74°20'05"W
L'71
35.65
N50050'4ai'W
L72
21.72
546018'=5"I,i
L73
40.62
1 56201451"w
LINE TABLE
LINE
LENGTH
BEARING
L74
64• ,q
5741 0545cI "W
L75
2q.21
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L123
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Slap w_s .ERN tled \ Rey \ /)NORTH- MWOLINA ENV IRONM �
11 �w
P.3cib / \\� \ \ /
\lz)l/ /1 DETENTION FOND LANDSGAPINS: - - ` � � .� - c��
x 1�2
y
1
d)
VAGAN , ` \�' / a 5Ci{ LF P1= 4' GREEN VINYL COATED G1iAINL1NK FE"t3GE (I6` 6ate 1r►iEuded} - - ,
ZONED T GA /
��\ ?,�� \ �-G. _.� / / �` / / (W/ mil Li= OF Rt5vii11REU LANC�aGAP1NG)t s:r+D 52rx..s•tw.x I DIVISION MMISSION -11, %
LITY
\ \ { / / / 5HP IEND N AM �''
Hlc sc�
GR�#P - I�DAD TO BE EXTENDED
1~ -" �.► \ _ -- l .. r _� ,,. � - '' � IN FUTURE BY OTHERS D P.3a6� Z L
-v
30 0 60 120 /
�-Rl.�..,.;,.:r-"-"'- -- Br�P i�iESTERN ��' \\ \ \ „� � ,, ,' f VACANT
amMI ___ - i I - ii I \ / 0.5.1460 0jbc• \` ixa // ZONED
I3-I
1 IA'CH = 60 FEET _ / fli1.p.� \
f
REV I S [ ON5
GI T Y GO'VIMENT5
€O/22/05 TM
CITY COMMENTS
11/20/08 JJ
CITY GOP'MENTS
I2110108 JJ
G I TY 60MMENT5
i2/30/08 JJ
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17RRA I NAGS AREAS
PLAN
SCALE: I " = (0O L

Sediment Basin/Sediment Trap Design
Project- `I'he 1,e acy at Carolina forest C:��mouteri Bv:
KD"1":::;'.;;:;. �`... A ..I {i3. {19
Locrlti,ara: Jar.}.;scariwil#e;�It: Checked Y.;:
:I%ZD'."::.':.`:. ':.ReVis d. 0.3;'11. 09
Dt:vc oprr. BLUE RIDGE COMPANIES
Dcsts:: C: tcfix Scaluna Lff:- czc:-It-y CrtI-x:_iI:
.
Design Storm .1.0 'rr Dr sign S.oiz:;
1U: - ,
lLa6oz.a Rijnof' Coei:f. 013-3 Rational Runo_t Coat .
.. .a.3J'
12t:-:nsity ' • .6.80 in!` hr CI"c= 10 null.) Is-1--:isity
::': 6,8. it'll". lZr (1"c= 10 train.}
Weir Coet-Ecle.•tt ' 1.1
FTeil�t Ovf:r. Weir :°:>..::''',' ' ' 1 Ft Engine Bring Satc t; Farr r
:' y�y�'}
Drainaae
Denuded
la -year
Bottom
Bottom
Top
Top
Top
Top
Weir
Basin
ii
�'
Sediment Basin
Peak
Surface A£ea. (Sq. ft.)
r
Width
Deptli
Lcrx�eh'
Width At
Length
tVIdth at
T-ength
Side
Lcntrtl
Number
11rca
Acca
j Vuittine (Ct,. Ft,)
Infloiu
'ft.}
I (ft.)
(ft.)
Weir
=
at tt'cir
Tvp of
at Tole of
Slope
z,
ft.
{ )
Ile hired
provided
(Acres) s}
(Acres s)
Ile aired I rovided
1 efs)
s �
f:tc. (rt.)
I
l;'I�v. (fi.)
1.)tim (r�.)
t?stn,. (rt.)
...... :.:r., ''
15.aa
10.30 .
Ds,S{:}0
2'G,21�€
38.08
12,376
50,094
SI=� POZD '�., .ND CAI CULN11ONS
30
. .
i,,::`... a -`' ' -
! :.....:..2'.:
i'.: •::::':.:
l.Si.' ';::
1.81 '
G,51G
G,556
4.31
1,87G
2,496
`4.
51
3.3 :: 3s G� ! ��
�a
w .
s
,
i.k
1'1.4 `'
1.1r4
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{: 11
_�:
4
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y
G
f 1 ? 1 .
1)
1
y1\
4
: i -'� 3
i.5" :7.:� 7. 3
58
�,
S
::.
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7
_.GG`
9,57G
(^
9,8�� I G.33
zr �,
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:
i 3 5 i5s
,
^7
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G
1 - -,
3.� `� 4G rS J_
S
1
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?.99.: '
2.49
1(), G
1U,�} i -7
3,'100
3,`)3r;
3
G8
�- 33 :.:- 48 j 82 5
S8
":'. 2
1''
SEDIMENT BAFFLE SPACING AT35%,25%,25Q%,1S% OF SURFACE AREA
lnlct Out1Ct 1*111ct
Chat„bar 1 Charttber 2 Chamber 1` Chartibcr 2
Chiu-uber Ch-.wibcr CIULiviber
Outict
C:iumiber
Basin Baffle if Baffle if Baffle if Baffle if
Baffle if Baffle if Baffle if
Baffle if
Number lurallcl to ' parallel to lrarallcl to parallel 10
xErtttlel co txirallel to lxtral€e€ to
\i'icltlt (ft) Width (ftj
p arallCl ii7
Le:, th (ft) Lan th (ft)
,r ih fc ��'icfth f�
n tit ft ) T.t. r-. ( )
., E ?
E\"ddl ft t
t
:: , . SEL POND _�'ti D C LGUI; TIONS::`' . ,:::::':;':' :: `:':''. '':''':: _ :: ` ': ';:::::_'::.`.:
_`:: .: '::
1.'10 .
:..F
:.::
.
. .
13:l:'�as ::.:1..:
.
:;:
%. . o ' ::
_ .L. .,
'':' .::
'
:
��::::.:. :..
%.. >' '' . .:
. r.. ::".:.::'
y �.'
j"
...:::
.
::1
' ':'-:'.'.
:
See pond calculations and plans for dimensions and sizing.
Pond#1 is a riser barrel sediment Basin sized for 16 total future flow (8.25 Ac initial flow). The WQ hole
will be blocked and a skimmer attached to the drain. See calculations and plans.
Trap dimensions are shown for rectangular basins see grading plan for actual dimensions. Field
adjustment may be necessary
to obtain volume required and surface area required.
55L711\-f NT 74�AI'w OUTLET A'EI125
5Tx2 : 'D50= Q" CLASS 5 EROSION CONTROL STONE DMAX= 14
OF STREAM FACE OF 5FILLINAY 12" OF #5-1 5 T ONE
LENGTH= 5' KF,>TH= 5' DEPTH= 21" MIN,
5T#5 : D50= q" CLASS 5 EROSION CONTROL STONE DMAX= 14"
UP STREAM FACE OF 5PILLY\€AY 12" OF #57 STONE
LENGTH= 5' 1NIDTH= 5' DEPTH= 21" MIN.
5T#4 : D50= CI" GLA55 5 ER051ON CONTROL 5TONE DMAX= 14"
UPSTREAM FACE OF SPILLWAY 12" OF #51 STONE
LENGTH- 5' KEl1 THE 10' DEPTH^ 21" MIN.
ST#5 : 'D50= -q" CLASS B EROSION CONTROL STONE DMAX= 14"
UP STREAM FACE OF 5PILLHAY 12" OF #57 5TONE
LENGTH= 5` 1NIDTH= 12' DEPTH= 21" MIN.
'T' (MIN.)
- LINER (IF REQ'D.)
11
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DIAMETER OF PJFc- IN =EcT
Zore
APRON
MA7ERI
GLA55
OF
570tie
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12.
0
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0.
6 X D
16•
4
SrOrE
tEAYr. GU
25'
6 X A
W.
5
Sr*1E_
hEAVr.OL2
75'
10 X D
W'
6
Srole
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".
t.- x D
30'
REOWRES LAR6ER 57OW OR A:r O*ER r ePF OF
7 DNrGE 0-516N I5 BE1OG o flE SCOPE OF 77•»5
t 07H • 17W*-7ER ,• 0.4 4,ah<7WJ , D' KNP-W
• LENSTH r0 PREVefr t A ht?�
NA1dE
rEt6Nr
$12
5F5_QF1GAT1ON5
t2B5J
5NALL ptr16H AT LF.ASr 100
!
5
LBS EA1,h N t- � rxAN r0R
GLA55
- s^A?
'a�rALL iE16H LE55 MAN 15 LEA
EACH
60Z _5iAL4 1•E75H AT LE,467 1W
LL15 EAGK N? 1- :C nitAN 5Z
15ACH
LA55 1
- 250
5i AU A-C16H LE55 'THAN 50 465.
fR0V6W C40M rFirX. STOW
r-5 A
2" - 6•
tc* rope BOTTOM _,q2 5.
NO 6RAOAr/O;v $PS',IF15n1
ss B
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Na 6RzapArtON 5cre,li 2 P
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APRON
APRON
AFRO,Y
SrGr
R ElfARKs
rG %
PIPE
vEtxrrY
OF FLory
LEN577r
lY L7M
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aw
0
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. 2-361,
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106.05
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NOTES: \ I i / ti \ ! -. �` {.,� e� 9� \ �J��\� / t t I.
1. Q10 BASED ON 110 = 5.8 €N/l iR and C = 0.65 1 �� �n ,\ \ / 'C� \ \ ��J\i � 1:
DITCH #; 1.04 � v� _c W \ / 7 `\ i:'.. / k I It:
2. PERMISSIBLE SHEAR STRESSES FOR: ��� a INC. 0\' 0J4� �' \ t .{ ' ` / -" / J \1>, ... !''"::' " I 1 1I :.
: r a I
NORTH AMER,CAN GREEN DS75 1.55 SF / I L'`\�\\ \ o;"'. \\ /• / t�'�0\'�� / �`� ,� rat !'�� / ry �. 1 II
NORTH AMERICAN GREEN C l25 Z.25 PSF �' �`� -- ..: .. , >< J >\ � /.:. t j
�� , �\' a_._: :, _ -;,.o PI �II '�? p�J_\_'�0 � ; C y0 •• / ♦ R. � \ � .1 1-1 / 1 1 f I'
'Z 0 ` 4/� _ /I I
6" Faircl0th SkimmerO ^ut Sheet
v,i.i vt[.FG1i•C€D l .S,,'<i ?iE!Tv,r.C.om
2" Vent Atluminurr. straps
Wth White tip Inlet suspending inlet
Coupling And 90' elbow `
INCLUDED � i
but not attached } ,�,
j
I 6" pva float G 1
o Sch 4C SOLID vc barrel I-.'
/
SUPPLIED WITH SKIMMER`' .t �` :' �, �� �?�J-, -.\
~ �'��• ,}
,` •�{� yam.{: /
C::
," ;!_,;~_ ` //• 47' 2
/
''�. ..+ t i _ i
/' `s'7 /
r,� .-''
\--..� .,•,fly+ �R� .- "� _fir Patent P S,SZVSl
`�,,�,
7 " Skimmer shown in
floating position
5" ,^os_ ss clamps / \ 5" threaded male nipple $" inlet a" hIEAD on censer of 'Cr C�,n 8ia.0rAsr-Ids
on outlet end a extension inlet and'orifice
, ... 1. 1:s_ can 0e attached to O.tIa1 . c, >;.ctra2daC5n nipple. . Typical IC2I ,
1
:
10d
S used: : on an .
".t�t s;su.:r�steel ...: welded on the side aitha bottom With 8 ."tUr aQed COJ.Jit or
reducers; op.. a concrate structure smith a hole or Or ; ^tce at isle bottom,, use a steel plate with a
thole a1G coup,inc UVelde':f to if that Wiii let over the hole in the concrete and bolted t0 the
5t.L;.-'are witu) ses!ant.
2. Dimensions are approximate, not intended as plans for construction.
3. Barrel ;Solid, no: 3ca m core pipe; si�oWd be- 1.4 tlrres the depth O'r° water with a minirnumn
lengt=",t Of A' SO the Met can be pulled to the side for maintenance. If more than 12' lolly weigh"
may have t0 be sd-,d .l:: i,imet to cour3 er the Increased bucyancy.
x r n,: -n , a r /•1 �G G
Inlet tapers cc 1 � tr.+ .Bar,.,# is sr~G#;Er LO ,eut<c.. 4. 1, t .Coe � , n rr,.<:: o .� �„ m inlet to 2 o barrel are rlcse u
buovanc!•' and te^::ency C !ift inlet but is sufficient., -or flow throu5h In#et because of slope. Tile
Ir:t Ott ort .:,cp car �G rq;ucQ
d using 'the
e o•�g^ no etier provided
ed to co rtr ; the ct' yrat
e.
5. Inlet is 10" pipe behysen :ale Straps IRitn slats Cult in the Inlet and aluminum Screen door
.+n
_� t A' A
(SrGiler :t:2n �i:C'A1n till t�.LiStict!Oi�j it?r r�.CCrSS t.'3 tiA C.` inlet and OritlGe ti35lde.
:, s
: A c' with t 2 be reduced
5. Ce: V�C.1 O < v.`0 ' >r, t-'t �V.•:-1 n t C?..aCl. sr!t8 can
c>,l ,, test ner ,.� m� 1 ,ti t. 5" Well and 5 .. ri
• p J
b ins 2#!ing a sma ier Orftce using, the lug r: cutter vide adjust flow rate for the
and C.,Ft.. provided i0
Y p ! 9 _
s1 basin Volume utG d"aLCJrs:tiG reqL,r., a t , x
A ^C A ^+� C / ' E O 'S
r- I \ 't oral: ., In rJ,,.0
1. Sn.A...d asp_ t.�I..d. ' •# •€ E i art,.t ScrT 1 installs .,fit C!r`rs C" .13,.r �%•..� 'rr: Vim'. �iQet S o'I C1 barei, S'-'1G'
ti
.p 5
- Plug
and ai:ac(hes to outlet pi,e or structure, Includes flexible hose, rope, orifice cutter, etc.
$in-.hCut T V1 11-07
�. ALL EROSION CONTROL MATTING TO BE INSTAL! EC TO NORTH / {a. ' t = ° ; `= ;::. A � �� 0/yt ,\U � �Y / fi \-'j%/��♦ / I �j
Ale t �� C ':-;�i :0 1%� iJ/ �.i' �'� / / 1 % 1
ERICAN GREEN STANDARDS AND SI ECIRCATIONS, USING � , ( � 4 \ _ _ � ,. �`C. ` \ tt \ 1 4�`� : ����--��P� / -
_..:::
_.
q __..
1 _ ,g
.- TAIL , ;... ........::...... , :..... .....: � '� \4 -mac s �� �'
S LE PATTERN D'. /' #I. -......:: . ... ........... J\ 1 r j
!:.,- .:.:....•....:i..•...
Q.:.:'.::......:.... , _:: P#GNIG o tttt[[t
1 / \• 1 ,
n � / t �
! l \ r
.. .
D (V51C./ I\i D I T t� \ N. ; ..:'.:,; _ ti ,�o 1 1J� ♦21�- / °. 5si I- �.
. :;,
a.~ l=
\R ..
i� .01
p -� - _
1 / /
'4y
J
f ( - �
1 1
1
:
l lA�l1_L SGH o / �J
DRAINA�� G U_� .. _ I
_.::. :
!
1
-4 V
MP RARY ERGS. CONT. CONDITION LINER 111/ i2 D B T SLOPE MAX, }':OW AREA MAX. FLOW vELOCI lY MAIvntR,.,�S t -;,_ __:-"".:::;,':' -SHEAR _..::
TE 0 FORCE Q. a... ;'-.:;..: \...., _. z / 9
A�
qrg
FP n r '�''•
I�Trt acres C S (FPS) 2 -:''.: .......... W \\ / / �Q� / �/ �'/'�
DIVERSION MAT LfMITS ( j ( ) i. SF, �''
\ /8 \ '�
/ - . N
1 1 5 i 3.0 0.030 1.55 3 9 �*�' > f I GINr, �
w TEMPORARY S75 2 2 VARIES 0.64 6.7
1 ENTIRE SWALE % 2 $0 \ t>i� - � •,,
\ - _ 11
__ -
o
- 1
k
0
t 30 1.55 �;.��'� / , / '�
Y i 9' VARIES 1 2.5 0.0 ,i - ti �. 1
A TEMPORARY S7b 2 2 2' .. :C�9 .fi 8.$ 4 r � � t
2 ENTIRE SWALE % 3 8 \j \ :: I t
0 \ ` `� - _ \ r \a , U ._1 '-ter - C�v` �l /.: j1►[1ttl11Ett
S75 2 1' 1' S VARIES 0.7 1 4 i.7 0.030 1.5501
, '' \ h� \}v '� / �� >< r` ti \ .�1' r.
3 ENTIRE SWALE TEMPORARY 2/ 6 0 3.31-1
` ' �\...
\ f �� 11
4 ENTIRE SWALE TEMPORARY S75 2/2 1' 1' 5' VARIES 0, 5 0.94 2.2 1`.� 0.030 1,55 \\ \ \ � \ \\ � � \. / �` (�6 > � �.+
5 ENTIRE SWALE TEMPORARY S75 2/2 1 1 5 vAR1 S 0,73 1.53 3.6 2.0 0.030 1.55 \ �' N , ,� 2 \ "� / ��°� / ���"' /x ,\ r), 1` �� `i { / � �/ 4P m p
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6 ENTIRE SWALE / 57 0.84 2 `\\\ Q!'/
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WA TEMPORARY S75 2 2 1' 1' 5' VARIES 0.44 1 2.2 0.030 1.55 .-f A✓L.. � \ \ - `\ k3� \\ "1" A / � / , '� 9S c� �rxt5+ Ir%�' .
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- NO 5UB5URFACE EXPLORATION REPOR S
- NO WET! AND AREAS LOCATED ON THIS SITE.
TO SE HAULED OFF-51TE,
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-' W ,/ _ - %t( (({r �� I REGU111RED BY 017Y OF JAGK5ONVILL ,:-.
i
6 - ! E DATE: a/20/2005
�,/ :, ��. .(��RI� 1 -STANDARDS SHALL 13� WI>� T H OF f"?R1V"
. .. .
/ / / ��a / / - . DO SIDEKALK � �� EET 1 N LENGTH, "`
. . RI ��
..� // °/ exo�,�C;'g,t' WESTERN P?OJEGT: 8 8-0�7
. / / i ��� 114 1 V .B.1460 NAI/I
��� DRAI BUT
\ / VACANT j ,,/ v /� 511E DRAlN9 ro r� y DITCH #6 r .
a� , � � 'WATER L ZONED B-1
TRIWTIARY OP HALF MOON o
\ L2'q / / CREEK, STREAM INDEX NJMBER ,
\; / A-6, GLA551FIED A5 C, •4 'i
. SHEET
t
, 1

UT1 L.I 1 t NOTES:
1. ALL PIPE LENGTHS ARE HORIZONTAL DISTANCES AND ARE APPROXIMATE.
2. wmTRAGToR SHALL PROVIDE ALL THE MATERIALS AND APPURT NANGE5
NECESSARY FOR THE COMPLETE INSTALLATION OF THE UTILITIES.
ALL PIPES AND FITTINGS SHALL BE INSPECTED BY THE BUILDING
IN5F ECTOR PRIOR? TO BEING COVERED. I'
3. ALL HoRK SHALL COMPLY WITH ALL APPLICABLE CODE'S, REGULATIONS
AND OR LOCAL STANDARDS IMPOSED BY LOCAL UTILITY AND THE CITY OF 2
JACKSONVILLE STANDARDS AND SPECIFICATIONS AS APPLICABLE.
4. ALL WATER LINES SHALL HAVE A MINIMUM G'OVER OF 56" ABOVE
THE TOP OF THE PIPE.
5. CONTRACTOR SHALL ADJUST LOCATION OF PROPOSED WATERLINES AS REGAR.EO
TO AVOID CONFLICTS WITH STORM SEWER AND OTHER UTILITIES.
6. CONTRACTOR SHALL INSTALL UTILITIES TO WITHIN V OF BUILDING.
NG
PLUM51CONTRACTOR SHALL BE R-SPON5IBLE FOR A UTILITIES WIN
5' OF PUIL.DING.
"i. GONTRA,GTOR SHALL COORDINATE ALL NEW UTILITIES TAP LOCATIONS
W1TH THE APPROPRIATE UTILITY COMPANY. FEES SHALL BE THE GENERAL- RESPONSIBILITY OF THE AL 0ONTRACTOR.
E). LOCATION, SIZE, AND INVERT ELEVATIONS OF SANITARY SEWER `"ALL
BE COORDINATED W1TH Tl-E APPROVED PLUMBIN& PLANS FOR THE
BUILDING5XNOTIFY ENGINEER BEFORE CONSTRUCTION WITH ANY CONFLICTS). Cl. THRUST BLOCKS ARE REGtUIRED AT EACH FIRE HYDRANT, TEE, BLONOFF
AND E,.BOW.
10. INSTALLATION AND REPAIR OF UNDERGROUND ELECTRICAL, &AS, AND
TELEPHONE UTILITIES AND DISTURBED AREAS SHALL BE THE RESPON5151L11Y
OF THE GENERAL CONTRACTOR OR APPLICABLE UTILITY COMPANY, THE
DISTURBED AREAS BENEATH EXISTING ASPHALT SHALL BE RE -COMPACTED
TO THE REQUIRED 5PECIFICATIONS, AND THE STONE BASE AND ASPHALT
BE RETURNED TO ITS ORIGINAL CONDITION.
11. ALL 6" WATER LINES SHALL BE PVC UNLESS OTHERW15E NOTED. 2"", WATER
LINES SHALL BE TYPE K SOFT COPPER.
12. S" SANITARY SEVER PIPING 5HALL BE PVC 5DR 55 UNLESS THERE ARE
C.ONFLIGT5 WITH WATER OR STORM DRAINAGE THEN IT SHALL BE VUGTIL.E IRON I
AS SPELLED OUT IN THE JACKSONVILLE STD. SPECIFICATIONS.
15. 6" SANITARY 5EVER. LATERALS SHALL BE SOR. 55 1
PVC PIPE. I
14. 5ANITARY SEWER MAIN WIRON ILL AL50 BE DUCTILE ON PIPE 1F IT 15 NOT P0551BL.E TO
MAINTAIN EeIT EEN 3' AND 20' OF COVER.
15. CONTRACTOR SHALL COORDINATE ALL WORK WITH BUILDING/
PLUMBING CONTRACTOR FOR. PLACEMENT OF CONNECTIONS
AND APPURTENANCES.
16. THE CONTRACTOR SHALL BE RE5PON515LE FOR SUPPLY AND
Q"
OPERATION OF ALL TV INSPECTION EUIPMENT A5 REQUIRED
BY THE ENGINEER AND/OR THE CITY Cf JACKSONVILLE.
1,7. ALL b" SAN. SWR. LATERALS SHALL BE LAID AT A MIN.
SLOPE OF 1 AND A MIN. COVER OF 56' TO THE TOP OF PIPE.
IS. COORDINATE LOCATIONS OF VAULTS, METERS, BACKFLOW PREVENTION DEVICES AND
BUILDING SERVICE LINES WITH THE DETAILED ARGHIiEGTUAL, PLUMBING, AND LANDSCAPING
PLANS.
Iq. INSTALLATION OF UTILITIES SHALL BE IN COMPLIANCE WITH THE DtE51GN DRANG WIS
AND THE CITY OF JACK-WNVILLE SPEGIFIGATION5.
2o. VERICAL 5EPARATON OF ?4ATER. LINES 4 SEWER LINES= WHENEV R IT IS NEGE55AR•Y
FOR A WATER MAIN TO CROSS OVER A 5EWER MAIN WITH LE55 THAN 15 INCHES OF
VERIGAL SEPARATION, THE WATER MAIN AND 5EHER MAIN SHALL GON5TRUCTED OF
DUCTILE IRON PIPE, FOR A DISTANCE OF 10 FEET ON EACH SIDE THE POINT OF
CROSSING.
21. WHE NEVER IT 15 NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEINER MAIN, THE
WATER MAIN AND 5EWER MAIN 5HALL BE CONSTRUCTED OF DUCTILE IRON PIPE, FOR A
DISTANCE OF 10 FEET ON EACH 51DE OF THE POINT OF CROSSING;
22. HORIZONTAL SEPARATION OF WATERLINES AND 5EYER LINES; WATER MAINS SHALL BE
LAID AT LEAST 10 FEET HORIZONTALLY FROM EXI5TING OR PROP M 5EHER, MAINS
UNLE55 LOCAL CONDITIONS OR 5ARRIER5 PREVENT 10 FOOT HORIZONTAL SEPARATION.
IN THIS CASE, THE WATER MAIN WILL BE LAID 1K A SEPARATETREt H, WITH THE
ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 15 INCHES ABOVE THE
TOP OF THE SEWER. H-EN THE'5E CONDITIONS ARE NOT MET, THE WAT•C-IR MAIN AND
5EWER MAIN SHALL BE CONSTRUCTED OF DUCTILE IRON PIPE.
25. GONTRAGTOR SHALL VERIFY ALL UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION.
24. KEYSTONE RETAININb WALL SHALL BE DESIGNED BY MANUFAG OR SUPPLIER.
25. CONTRACTOR TO VERIFY ALL MANHOLES AND BOX RIMS WITH FINISH GRADE PRIOR
TO 0R ERIN6AN5TALLING.
26. ALL APARTMENT SHALL HAVE A 4" WATERLINE FORM THE MAIN V41TH 150LATION VALVES
FOR BOTH DOMESTIC SERVICE AND FIRE PROTECTION SYN.
KSTEMS AS SHOW
2"T. LEADETECTORt
S ARE REQUIRED ON EACH FIRE �ICE LINE. Y AT THE
BAGKFLONd DEVICE Y44ERE CITY STAFF CAN MONITOR.
26. ALL ON-51TE W� WATER UP TO THE WATER tOR TO THE 6ATE VALVE ON THE FIRE LINE
SHALL BE WITHIN A 20' UTILITY EASEMENT TO THE CITY OF JACKSONVILLE.
2q. NO WETLAND ARE KNOW TO EX15T ON-51TE.
50. THE DOMESTIC WATER DESIGN W1LL INCLUDE A DC IN THE FIRE 5E VICE LINE AND A DOUBLE
CHECK VALVE BACKFLOW PREVENTION DEVICE IN THE DOMESTIC NICE LINE.
CONSULT W1TH PUBLIC to IO KS DEPT. FOR LIST OF DC BAGKFLOW
PREVENTOR�S.
ER
I. ALL PROPOSED 6RADES ARE TOP OF CURB
UNLES5 OTHERNI SE NOTED.
2. ALL. ROOF DRAINAGE SHALL BE DIVERTED
TO PROP05ED STORMNATER POND, EITHER BY
SURF -AGE DRAINAGE (TYP. FRONT OF
BUILDINC�5) OR. ROOF DRAINS (R.D.), SIZE AS
NOTED (TYP_ FEAR OF BUILDING).
5, S I DENALK5 ALONG FRONT OF BU I LD I NC�S
5HALL TYPIGALLY BE 5LOPFD AS TO SHEET
DRAIN INTO PA2<INC� AREA. 510EWALKS
ALONG REAR OF BUI LD I NCB 5 5HALL TYPI GALL'Ir
BE SLOPED AS TO DRAIN TONARD ROOF
DRAIN SYSTEM INLETS.
MAIN I ENANGEPLAN
€-ALL EROSION AND SEDIMENT CONTROL PRAGTIGE5 /HILL BE GHEGKED FOR
STABILITY AND OPERATION FOLL0nNG EVERY RUNOFF -PRODUCING RAINFALL
E'
BUT IN NO CASLE55 THAN ONCE A WEEK. ANY NEEDED REPAIR5 HILL BE
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2-SEDIMENT HILL BE REMOVED FROM THE BLOCK AND GRAVEL INLET
PROTECTION DEVICE WHEN STORAGE CAPACITY HAS BEEN APPROX€MATSLY
5090 FILLED. GRAVEL WILL BE GLEANED OR REPLACED HHEN THE SEDIMENT
POOL NO LONGER DRAINS, '
3-SEDIMENT W1LL BE REMOVED FROM BEHIND THE SEDIMENT FENCE LINEN IT
BECOMES ABOUT 0.5 FT DEEP AT THE FENCE. THE SEDIMENT FENCE HILL BE
REPAIRED AS NEGE5SARY TO MAINTAIN A BARRIER.
4-ALL SEEDED AREAS HILL BE FERRTILIZEO, RE5EE0ED AS NEGE55ARY, AND
MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO
MAINTAIN A V1GOR•OU5, DENSE VEGETATIVE COVER.
5-AFTER GON5TRUGTION HAS BEEN COMPLETED THE OWNER V41LL
PERPETUALLY MAINTAIN ALL I7EVICE5 THAT CONVEY N
5TORMATER AND
ALL VEGETATIVE AREA5 TO MINIMIZE THE EFFECTS OF EROSION.
GENERAL EROSION CONTROL PLAN NOTES
501L EROSION AND CONTROL DEVICE-5 MJ5T BE IN5TALLET2 INITIALLY AFTER THE GRADING
UG PERMIT 15 ISSUED AND ROUGH GRADING 5TART5 PER THE NC SEDIMENT AND ER05ION CONTROL MANUAL.
DURIN5 THE DEVELOPMENT OF A SITE, THE PERSON RE5PON51PLE FOR THE LAND-
D15TURBING ACTIVITY SHALL INSTALL AND MAINTAIN ALL TEMPORARY AND PERMANENT
EROSION AND SEDIMENTATION CONTROL MEASURE5 AS REaJIRF.D BY THE APPROVED PLAN.
ADDITIONAL DEVICE5 MAY BE REQUIRED.
3. IF FILL MATERIALS ARE BEING BROUGHT ONTO THIS PROPERTY OR IF WASTE MATERIAL5 ARE
TAKEN FROM TH15 PROJECT, TH15 INFORMATION MUST BE DISCLOSED AND 5HOWN ON THE
EROSION CONTROL AND GRADING PLAN. BORROW AREAS AND DUMP SITES ARE WN51DERE0
TO BE PART OF THIS PROJECT.
4. IN AN EFFORT TO MINIMIZE EROSION AND EXPOSURE TIME, EASEMENT AREA5 SHALL NOT
BE GRUBBED OR GRADED UNTIL UTILITIES ARE READY TO BE INSTALLED. ALSO, THE
IMMEDIATE 5EEDIN6 OF V15TURBED EASEMENT AREA5 AFTER UTILITIE5 ARE IN5TALLED
WILL ELIMINATE MANY PRO15LEM5. EASEMENT AREAS W" HICH CROSS OR ARE ADJACENT TO
NATERCOUR5ES SHOULD RECEIVE SPECIAL CONSIDERATION.
5. CONSTRUCTION ACTIVITIES D15TUR5ING FIVE OR MORE ACRE5 'HILL BE 155UED A NPOES
STORM WATER D15GHAR6E PERMIT AS REQUIRED BY THE FEDERAL GLEAN WATER ACT.
SECTION B OF TH15 PERMIT REQUIRES THE PERMITEE TO PERIODICALLY INSPECT ALL
SEDIMENT AND ERO5fON CONTROL DEVICES AND TO KEEP A RECORD OF THESE INSPECTIONS.
b. THE DEADLINES FOR THE ESTABLISHMENT OF A GROUND COVER SHALL BE 21 CALENDAR DAY5
OF THE COMPLETION FO ANY PHASE OF GRADING
T. DENUDED LIMITS ARE BA5ED ON GUT AND FILL 5LOPE5 OR OTHER GRADING REQUIREMENT5.
8. ANY GRADING BEYOND THE LIMITS OF CONSTRUCTION SHOWN ON TH15 PLAN 15 SUBJECT TO A FINE.
q. ALL SILT DAMS, FENCES, 5A51N5 AND OTHER EROSION CONTROL DEVICES TO BE CONSTRUCTED ACCORDING TO
CITY AND STATE STANDARD5 AND KEPT IN WORKING ORDER UNTIL ALL INDICATED CONSTRUCTION ON THE DRAWINGS 15
COMPLETED AND/OR 501L 15 5TA8ILIZED.
O. STORM DRAIN OUTFALL5 SHALL BE RELEASED IN NATURAL NON-ER051VE DRAINAGE DITCHES, SWALES OR 5TREAM5.
I. STABILIZING STONE TO BE PLACED A5 REQUIRED BY ENGINEER HHEN CONDITIONS HARRANT.
2. A5 A MINIMUM REQUIREMENT, ALL GRADED AREAS NOT UNDER PAVEMENT AND WITHIN THE RIGHT-OF-WAY AND/OR
EASEMENTS SHALL BE PREPARED, FERTILIZED AND LIMED, SEEDED, AND MULCHED IMMEDIATELY UPON COMPLETION OF
CONSTRUCTION.
GENERAL NOTE5=
I. BOUNDARY AND TOPOGRAPHIC INFORMATION PROVIDED
BY OTHERS.
2. ALL IMPROVEMENTS AND CONSTRUCTION SHALL BE IN ACCORDANCE N1TH
NORTH CAROLINA STATE AND THE CITY OF JACK5ONVILLE 5TANDARD5 AND
5PECIFICATION5.
5. ANY D15CREPANGIE5 FOUND IN THE FIELD SHALL BE GALLED TO THE
ATTENTION OF THE OWNER AND ENGINEER PRIOR TO PROCEEDING
NITH WORK.
4. PRIOR TO BEGINNING CONSTRUCTION, GENERAL CONTRACTOR SHALL BE
RESPONSIBLE TO VERIFY THAT ALL REQUIRED PERMIT5 AND APPROVALS
HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORIT€E5.
5. THE GENERAL CONTRACTOR 5HALL CONTACT ALL. OW4ER5 OF EA5EMENT5,
UTILITIES AND RIGHT OF WAYS, PUBLIC AND PRIVATE, PRIOR TO
TO )NDRKING IN THESE AREAS.
b. THE CONTRACTOR 15 RE5PON51BLE FOR DAMAGE TO ANY EXI5TING ITEM
AND/OR MATERIAL INSIDE OR OUT5IDE CONSTRUCTION LIMITS.
T. THE CONTRACTOR 5HALL MAINTAIN THE 51TE IN A MANNER 50 THAT WORKMEN
AND PUBLIC ARE PROTECTED FROM INJURY.
6. THE C<WTRA4T0R SHALL VSZIPY THE L OCA11ON OF ALL EXISTING► VflUT'I
IN THE FE.D PRIOR TO C.Ohl5TRIZ110K
q. 5TABILIZATION 15 THE BEST FORM OF ER05ION CONTROL. ALL DI5TURBED
AREAS 5HALL 5E 5TABLIZED WITHIN 21 CALENDAR DAYS OF THE COMPLETION
OF ANY PHASE OF GRADING.
10, APPROVAL OF THIS PLAN 15 NOT A AUTHORIZATION TO GRADE ADJACENT PROPERTIES.
WHEN FIELD CONDITIONS WARRANT OFF-51TE GRADING, PERM15510N MUST 1315 OBTAINED
FROM THE AFFECTED PROPERTY OWNER.
H. THE DEVELOPER SHALL MAINTAIN EACH 5TREAM, CREEK, OR BACKNA5H CHANNEL IN AN
UNOBSTRUCTED STATE AND SHALL REMOVE FROM THE CHANNEL AND 5ANK5 OF THE STREAM
ALL DIEBRI5, LOGS, TIMBER, JUNK, AND OTHER AGCUMULATION5.
NOTE: HORIZONTAL STAPLE SPACING SHOULD BE ALTERED
IF NECESSARY TO ALLOW STAPLES TO SECURE THE
CRMCAAL POINTS ALONG THE CHANNEL SURFACE
REFER TO GENERAL STAPLE PATTERN GUIDE FOR
CORRECT STAPLE RECOMMENDARONS FOR CHANNELS.
A
$ C
CRMCAL POINT'S
A. OVERLAPS AND SEAMS A
77
S. PROJEC7ED WATER LINE =lill
C. CHANNEL BOT�'OM/SIDE
SLOPE VER77CES
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED.
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW ON BOTTOM OF CHANNEL.
4. PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH A 6" OVERLAP, USE A DOUBLE ROW OF'
STAGGERED STAPLES 4 " APART TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKET'S AT TOP OF SIDE SLOPES MUST BE ANCHORED IN 6" DEEP X 6" WIDE
TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
6. BLANKETS ON SIDE SLOPES MUST BE OVERLAPPED 4" OVER THE CENTER BLANKET AND STAPLED
(2" FOR C350 MATTING).
7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT
INTERVALS. USE A ROW OF STAPLES 4" APART OVER ENTIRE WIDTH ' OF THE CHANNEL. PLACE A
SECOND ROW 4" BELOW THE FIRST ROW IN A STAGGERED PATTERN.
8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED IN A 6" DEEP X 6" WIDE TRENCH.
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47711
USA 1-800-772--2040 CANADA 1-800--448--2040
CHANNEL LINER INSTALLATION
0 0 0
0 0 0
a 0 0
0 0 0
3.4 STAPLES PER SO. YD.
(4.1 STAPLES PER SO. M)
STAPLE PATTERN
Seam Stitch
GONSTRU T;ON NO
1. LOCATION OF EXI5TING WATER AND SEWER MAIN5 TO BE VER.=IED AT THE
TIME F CONSTRUCTION.
2. CONTRACTOR TO MAINTAIN IO FEET OF HORIZONTAL SEPARA-'CN BETWEEN
WATER AND SEWER LINES.
3. WATER AND SEVER SERVICES PROVIDED BY THE SITE GONTRAC70R.
4, ALL INSTALLATION OF WATER AND 5ENER MATERIALS AND PRAGTIGE5 SHALL
MEET KITH THE CITY OF JACKSONVILLE'S 5PEC€FIGATIONS,
5. CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING- TO WALKS AND U5E
FILL AS REGUIRED,
6. THIS 517E 15 SUBJECT TO SELECT CLEARING AND NO CLEARING W1LL BE DONE
Nl T HOOT THE OTHER OR HIS REPRE5ENTATIVE'S APPROVAL.
'7. SITE 5UB6RADIN6: TOP501L AND UNSUITABLE MATERIAL REMOVAL AND D15POSAL
ARE REQUIRED TO BE DONE PRIOR TO PLACING THE SELECT BACKFILL MATERIALS,
8. ALL STORM HATER HANDLING FA011-171E5 SHALL BE CONSTRUCTED IN ACCORDANCE
N1TH N.C.D.N.R. STANDARDS AND SPECIFICATIONS.
q, ALL PAVEMENT AND STONE BA5E SHALL BE INSTALLED AS PER
5TANDARD5 AND SPECIFICATIONS A5 SHOWN IN DETAILS.
IO. AS THI5 SITE 15 DEVELOPED, ALL ENVIRONMENTAL IREOUIR.EMENT5 SHALL BE MET.
II, ALL POWER POLES, POWER LINES, ETC. ARE TO BE RELOCATED TO ACCOMMODATE
PROPOSED CONSTRUCTION,
12. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
15. DEVELOPER TO INSTALL STOP 51GN AS NEEDED.
14. HANDICAP PARKING 51GN5 ARE TO BE ABOVE GROUND AND BE EITHER R-_7 OR
12-5 51GN.
15. NO NATURAL GAS AVAILABLE.
I&. ALL DRAINAGE SHALL BE SHEET DRAINAGE OR WITH SURFACE DRAINAGE (A5 5HOWN).
I'i. ALL GLEAN -OUTS TD BE IN VALVE BOXES IN PAVED AREAS.
l8, ALL EXTERIOR LlGHT5 WILL BE LOCATED AND P051TIONEP SO NOT TO AOVERSELY AFFECT
ANY RF-51DENTIAL LOTS OR ROADWAY TRAFFIC.
14. EXISTING DROP INLETS AFFECTED BY GON5TRUCTION TO BE PROTECTED PER DETAIL.
20. PROP05ED ROOF TO BE PIPED INTO PROP05ED DRAINAGE NETWORK.
21. ALL DISTURBED AREAS WILL BE 5TABILIZED WITHIN 21 CALENDAR DAYS OF THE
COMPLETION OF ANY PHASE OF,GRADING.
22. THERE ARE NO STRUCTURES WITHIN 50' OF THIS PROPERTY EXCEPT AS SHOWN.
25, CERTAIN SECTION OF CURB I GUTTER HILL BE SPILL TYPE (IDENTIFIED HEREON).
24• A NET TAP BY A PROPERLY LICENSED PUBLIC UTILITIES CONTRACTOR W1LL BE REQUIRED
FOR THE SERVICE INSTALLATION.
25. ALL 51DEKALK5 FRONTING THIS PROPERTY SHALL BE FREE OF CRACKS, BREAKS, AND OTHER
DEFECTS PRIOR TO THE ISSUANCE OF A G.D..
26. ALL EA5EMENT5 ARE PUBLIC UNLESS OTHE-RN15E NOTED,
2-7. NO ARFA5 OF ENVIRONMENTAL CONCERN (WETLANDS, ETC.) EXCEPT AS 5I-TOWN.
25. THERE ARE NO N.G, GRID MONUMENTS WITHIN 2000' OF 51TE.
2q. RAMPS AT ALL SIDEWALK INTERSECTION5 NITH ROADS OR DRIVE5 TO BE ADA APPROVED.
50. ALL STOP 516NS SHALL BE RI-1, 30" AND INSTALLED TO MUTGD STANDARDS,
31, ALL HOPE PIPE TO BE SMOOTH GORE (DOUBLE HALL LOAD BEARING) AND TO BE
52. INSTALLED PER MANUFACTURERS 5PECIFICATIONS.
55, ALL TRAFFIC FLOW ARRON5, LINE5 AND CROSSHATCHING SHALL BE PAINTED AS IT IS SHOWN
ON THE SITE. PLAN,
54. VERTICAL DATUM BA5EO ON NAVD IGi68 (TOPO FROM LIDAR DATA TAKEN FROM NG FLOODMAP54,0M)
35. ALL ROADWAY MARKIN65 AND 516N5 MUST BE IN
ACCORDANCE NITH THE MANUAL ON UNIFORM TRAFFIC
CONTROL OEVICE5 (MUTGD) A5 NELL AS IN ACCORDANCE
WITH THE CI7Y DF JACK50NVILLE'5 CODES AND ORDINANCES.
36. ALL SLOPES SMALL BE 3:1 OR FLATTER.
5-I. AREAS NOTED FOR TRAILS AND GREENNAY5 AND/OR REQUIRED SIDEWALKS
SHALL BE UNOBSTRUCTED FROM 6 INCHES BELON GRADE TO 6 FOOT ABOVE
GRADE (OVERHEAD CLEARANCE), TELEPHONE PEDE5TAL5, ELECTRIC
TRANSFORMERS, DROP INLETS, FENCES, OR ANY OTHER OBSTRUCTIONS 5HALL BE
REMOVED AND/OR RELOCATED IN ORDER TO CREATE AND MAINTAIN TH15
CLEARANCE.
55. ALL CONSTRUCTION MUST BE COMPLETED IN ACCORDANCE KITH THE CITY OF
JAGKSONVILLE'S MANUAL OF SPECIFICATIONS, STANDARDS, AND DESIGN, A
COPY OF THI5 MANUAL 15 AVAILABLE IN THE PUE3LIG, SERVICE5 DHPARTMENT AT
JACKSONVILLE CITY HALL.
3cl. THE OWNER OF THIS PROJECT MAY BE ELIGIBLE FOR A PARTIAL REDUCTION 1
THE MONTHLY 5TORMNATER FEE THAT WILL BE AS5OCIA ! GD N1TH DEVELOPMENT,
TO QUALIFY FOR THE FEE CREDIT, THE OWNER HILL NEED TO PROVIDE TO THE
CITY ENGINEERING DIVISION UPON COMPLETION OF PROJECT A COMPLETED
CREDIT APPLICATION ACCOMPANIED BY A GOP-( OF THE 5TATE-15SUEP
STORHViATER PERMIT AS HELL AS, A COPY OF THE 517E PLAN.
40. ALL TREE5 WILL BE b FT, IN HE16HT W/2 IN. CALIPER AT TIME OF PLANTING,
41. 50 FOOT ACCE55 EASEMENT, CONTAINING TRELLIS, TO BE CONVEYED TO THE
CITY OF JAGK50NVILL:E AS A RIGHT -OF -NAY DEDICATION UPON REQUEST AND AT
SUCH TIME THAT A PUBLIC STREET 15 PROVIDED A5 A CONNECTION TO THE
ADJACENT TRACT TO THE NORTH. TO BE CONSTRUCTED PER DETAIL
A -C r5251 ITV NOTE5: t
THE PROJECT REGUIRE5 NINE TYPE -A ACCESSIBLE UNITS AND THE REMAINING
GROUND FLOOR UNITS 5HALL BE TYPE-B UNIT5.
NO GRA
1. NO CLEARING OR GRADING WORK SHALL COMMENCE UNTIL ALL
EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE.
2. CLEARING LIMITS SHALL BE CLEARLY DEFINED PRIOR TO ,
BEGINNING CLEARING OPERATIONS, CLEARING DEBRIS SHALL BE
PROPERLY DISPOSED OF OFFSITE IN A PERMITTED LANDFILL
FACILITY. TREES OUTSIDE OF THE CLEARING LIMITS SHALL BE
PROTECTED DURING CONSTRUCTION.
3. CONTRACTOR SHALL KEEP THE CONSTRUCTION ENTRANCE IN A
MANNER SUCH THAT MUD OR DEBRIS WILL NOT BE DEPOSITED ONTO
CITY STREETS. ANY MUD OR DEBRIS DEPOSITED ONTO STREETS
SHALL BE SCRAPED, SWEPT, OR WASHED OFF OF STREETS
IMMEDIATELY.
EROSION CONTROL NOTES:
1. THE EROSION AND SEDIMENTATION CONTROL MEASURES AND
DEVICES SHOWN ON THE DRAWINGS ARE INTENDED AS A GUIDE. AS
GRADING PROGRESSES, MEASURES MAY BE ADDED OR DELETED BY
THE EROSION CONTROL OFFICER AS DEEMED NECESSARY TO
CONTROL EROSION AND SEDIMENTATION. IF GRADING CONTRACTOR
FEELS THAT ADDITIONAL MEASURES ARE NEEDED OTHER THAN
THOSE INDICATED, GRADING CONTRACTOR SHOULD CONTACT THE
OWNER AND ENGINEER IMMEDIATELY FOR APPROVAL OF THE
CHANGES.
2. ALL EROSION AND SEDIMENTATION CONTROL MEASURES AND
DEVICES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE
WITH THE NCDEHNR -- LAND QUALITY SECTIONS 'EROSION AND
SEDIMENTATION CONTROL PLANNING AND DESIGN MANUAL'.
3. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED IN
ACCORDANCE WITH THE SEEDING SCHEDULE WITHIN 15 DAYS OF
COMPLETION OF GRADING. TEMPORARY SEEDING OF SLOPES SHALL
BE DONE AS SOON AS FILLING IS COMPLETED.
4, ROUGHEN SLOPE SURFACES TO MINIMIZE EROSION DURING
VEGETATION ESTABLISHMENT.
W145MXT10N 5EMENCE
I. FLA6 CLEAMS& LIMITS AND SC44EMLE PRE--<X*6T dlG•i'ION DNS MTM EROSION C<WnZOL IN5PWTM
GRADING C4NTRA6TORr AND OWNER TO OBTAIN 6RADIN6 PERMIT.
2. CLEAR MY THE AREA tEZESSARY TO INSTALL PE AIMETER'EIWSlOI'1 CONTROL t EASURES AND SMtIE i1'
BA.91N5.
S. INSTALL EROSION CONTROL DEVICES, (STOW ENTR.AW.,F, 51LT FED, TEHP. AND PERM. DIVER610N BERMS
NTH EROSION C4)NTR0L MATTINS, AND 'TIrE•'fF'ORARY DIME W 5NSIN5). NOTEi C4N'iRAGTOR 15 TO ENSl)FZE
POSITNE DRAIRAF✓' E OF ALL DIYURSION MRATION OF PRO. CT.
4. INSTALL TE WORARY VNER5I0N DITCHES AS Sild?" ON FLANS. EIESIN C,ON STFZZ11ON DITCI$'S FROM 7HE
SWIMEiT BASINS 50 THAT ANY ER05ION TMT OC UPS DURINS THE CONSTRICTION OF THE DITC4 KL.L BE
GAPTUF ED BY THE BASIN.
5. CLEAR ONLY THE AREA NEZeSSARY TO INSTALL REMAIMN S LION CONTROL PIPS.
6. CLEAR THE RE MANER OF THE SITE ONLY AFTER ALL EROSION CONTROL tC- d !S AND ALL 5EDI! ENT
BASINS HAVE
BEE31 Got' FIZT'ED AND ARE RNOT HIN6.
1. 6RAVE ROADWAY.
6. INSTALL ANY R23--WNIN6 INLET ANC3 C TTLET PRO TWTION STRUG't'1JI�a•'r.
q. INSTALL V11LITIE S INGLUIDIN6 WATER AND SANITARY SDEPL
10. 6RADED AREAS ONCE FINAL 6RAUE 15 ESTABLISHM. INSTALL MER6RO" UTILIITES.
11. INSTALL STONE, CURB AND ASPHALT.
12 DREG AND S ROADWAY SHE AND SLOPS.
15. ALL RESULT1N6 D15TURE W AREAS.
14. INSFF,OT AND MWRTA1N B7OSION CONTROL DEVICES FOR MRATTION OF C.ONSTRZTIOK
15. AFTER SITE 15 5TA ILIZED, REMOVE TE3' PORARr 57,05toN G4)NTPX3- DEVICES, FILL 5AgIN'S WITH
STOOCPIL.M INSTALL PER?' NT E ROVON 'TY Ir�RFS AND SPOT SEED AND N A_CH ALL
RfEM11Nb AREAS. INSTALL SEREt-� FI: NCAN6 WITH ROCK OVTLE75 EVERY 50' AT THE TOE OF SLOPES TO
C.vN ROL THE SMALL. AREAS OF THE SWII-EW BASINS.
16. PROVIDE FERMANERr 6ROJND COVER ON E4209M AREAS WITHIN FIFTEEN 05) P^tWJKIN6 DAYS OF
cO�ON OF ANY P! 16E OF CONSTRUCTION.
11. COtMA4CTOR 19 R95PON515LE FOR ENRMNkS POSITIVE DRAINAGE OF AREAS.
0. NO MEA4AJRE SHALL BE R,EMOVW L*ML SITE 15 STA'lBILIZ!`37. GAT WITH ER!OVON CONTROL. INSPEOTOR
AND E3'IG1REMOVAL OF ANY DEVICE CAN OCCJAPL
-PE-TLANND GR055iN65 CON5 TRIG TION 5 Ol1E-N6E
EEE DETAIL TO R1&W.
1. CULVERT5 ARE TO BE ; INSTALLED WITH 7HE tISE OF C4ffi R DAMvSAN06AG VAM5.
2. KEEP CLEARING AM EXCAVATION OF THE 5TREAM BANKS AND BED TO A MINIM.
3• INSTALL TEMP. Ck::) J ANVBA6 DAM ABOVE AND E ELOH CULVERT IN5TALLAMON. INSTALL Tom. 2-36' CULVERTS TO
DIVERT Yuen -AND THROUGH AND AWAY FROM C JLVE32T INSTALLATION.
4. ESE CULVERT OUTLET 15 STABLE PRIOR TO 01\49Z H9 FLOW.
5. REMAIN OUi OF PeTLAND WITH ANY FILL UNTIL THE FLOW HAS BEEN DIVERTED. INSTALL OTHER 2 PERMANNENT PIPES.
6.. REINSTALL ALL MCZ66ARY SILT FE W.,046.
T. UPON GOM'I..ETION OF 2 OF THE CJJLVERTS DIVERT FLOW TO ONE OF THE - PIPES RD-C TEMP.'CLLVERT
AND INSTALL LAST PIM INSTALL SWIMEW FENGIN5 ABOVE THE INLET AND OVTL1c"T, FILL, C.UWACT AND STABILIZE ANY
PART OF THE STREAM THAT 15 UNSTABLE APPROPRIATELY.
8. AS FILL t5 5RO GW UP THE OTHER UTILtTl1a CAN BE INSTALLED.
q. C+IECK AND REINSTALL ANY SILT FEWAN6 THAT NEED TO BE REPAIRED REGULARLY DURING C4*61 RXTION.
A-TLANP CRO551NO GON5TRZTION 5EMENCE FOR 5 NER
SM DET NL TO RI6i•IT. ,
1. 5EHER 15 TO BE INSTALLED AND CROSSINS C.OMPLEzi IN I DAY.
2. KEEP CLE.ARJN6 AND EXCAVATION OF THE 5TRE":AM BANKS AND BET? TO A HIRIKH.
3. INSTALL. TEMP. DAM ABOVE 9BNER INSTALLATION INSTALL TEMP. CULVERT TO DIVERT WETLAND
THROUGH AND AWAY FROM 5EPt9Z INSTAL.E.ATICK
4. E�.•SURE 0XVIERT OUTLET 15 STABLE PR10R TO DIVE3:MNS ROW.
S. REMAIN OtJT OF STREAM WETH ANY FILL VJ ML THE FLOH HAS BEEN VNeZIM. INSTALL FULL SBGTION OF SB43Z PIPE
OVER c4 O99046.
6. REINSTALL ALL �Y SILT FEW IN6.
T. LFON C::) L TON OF SaofR RE?-i TEMP CULVERT t15E TEMP DING ABOVE DAM IF NECESSARY CON#PACT AND
STABIUZE ANY PART OF THE STREAM THAT 15 UNSTABLE APPROPRIATELY.
D. CHECK AND REINSTALL AW SILT FE W-M46 THAT NEB TO BE REPAJRED RESULARLY DURINS CNSTR=10N.
? P.^, R.V ,
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?/ PIPS' 51Zc AND HL455R TG BE DETERMINED BY ENaINEEr7 LW PLAN.
CC61,EM' rG COG STD. MO. Z:4 AS Pft0JECT IS SrAQILIZED. 1SEF COG STD. NO, 2141
5) SjMD6,6G5 P Yr'i YLEt1E C Tex. '.fRY CA✓.w MAY SE DnErEJ Lw OgA1NAGE 0I7PTS.
MITHOUT ACTIVE PLOY AS OIRECTED Sy ENGINEEP.
5TANIDARD SEDIMENTATION CONTROL FOR NETLAND
CR0551 N6 DURING CCON5TRUOTI ON
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F TEMPORARY i6 ETLAND OROSSI NCB
1I
LU RIDGE REF. # 0 7.1-04A,-NN
fr �­2,E-V 1 !J 10N5
GI T Y COMMENTS 10/22/06 TM
CITY COMMENTS €1120108 JJ
CITY COMMENTS 12/30/08 JJ
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SHEET I

6 11,X 11 TE
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AAA
1
400''/
VEGETATIVE SHELF TO BE PLANTED PER LANDSCAPE ARCHITECTS PLANTING PLAN
TOTAL DRAINAGE AREA TO POND
16.0 AC.
IMPERVIOUS AREA
10.3 AC.
(64.0% BUA OF D.A.)
REQUIREMENTS:
REQUIRED
PRO----IA12ED
SURFACE AREA
38890 SF
40954,SF
(REQ. FOR 90% TSS REMOVAL)
PERM, SED. STORAGE
7,260 CF
21,605 CF
FROM
32' TO 33' IN POND AND FORSAY
TEMP. W.Q. VOLUME
54,886 CF
104,019 CF
STRUCTURE:
SIZE
WATER QUALITY RELEASE
3"
RISER
36"
BARREL
24"
EMERGENCY WEIR
30'
z
O SEE SHEET 5 FOR POND DIMENSION CHART AND DRAINAGE EASEMENT DIMENSION CHARTS.
IL
v -
6
ON TRASH RACK WITH ANTI -VORTEX SUPPORTS
K WITH A TOP GRATE
_T I SPACED 6" OC E/v
E3-
O
fV
GRAPHIC SCALE
30 0 15 30 S0
FE5 ---
�_ INY. OUT= 36.4
RIPRAP OUTLET
I APRON = 15'X12'
C 41.zs' I THICKNE55= 12"
I ' CLA55 I RIPRAP
W
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O ►� 0
-- lol-olr
0,36" DIA
() ALUM.
PIPE
li S—' CAP i RISER 24" CAP
{ 35.86 - 6.86'
_ EXTENSION SUPPORTS (2 x2 ALUM ANGLE)
I I lII '-r g
r--`�l_il�'-Ill--1-.111�J�/!l �l=
BOTTOM OF EXTENSION SUPPORTS (4 REO'D)
Q EMBEDMENT DEPTH 1.75'
CONCRETE FOOTING 7 -O° -3000 PSI CONCRETE
4I'Xgt'X2 .S'
V DEPTH = 25 0.5 GY)
4
SHOF" DRAW11"14GS' MUST BB"T' THE
U_ 1%1
I T C01"'N'STRUCTION'
0
ID
n
L
( IN FEET)
I inch = 30 ft.
PO. ID CON,; TR UC?'10N NO?"FS.-
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DAM AND EMBANKMENT CONSTRUCTION
1) GENERAL -- THE POND AND DAM AREA SHALL BE CLEARED, GRUBBED
AND STRIPPED OF ALL VEGETATIVE MATERIAL AND TOPSOIL PRIOR TO
DAM CONSTRUCTION. THE DISPOSAL OF TREES, STUMPS, CONSTRUCTION
DEBRIS, VEGETATIVE MATERIAL, ETC. SHALL NOT BE PERMITTED IN
THE DAM OR POOL AREA OF THE POND. WHEN BLASTING IS USED TO
REMOVE ROCK FROM THE POOL AREA, THE BLASTED AREA SHALL BE
OVER -EXCAVATED TO A DEPTH OF AT LEAST TWO FEET (2') BELOW
FINISH GRADE AND BROUGHT BACK TO FINISH GRADE WITH CLEAN
RELATIVELY IMPERVIOUS SOIL MATERIAL COMPACTED IN PLACE.
2) EARTH FILL DAMS
A) SOIL MATERIALS USED FOR EARTH FILL WHICH ARE HIGHLY
PERMEABLE OR WHICH EXHIBIT SIGNIFICANT SHRINKAGE SWELL,
OR DISPERSION SHALL N07 BE USED IN THE EMBANKMENT.
B) A CUTOFF TRENCH (CORE TRENCH) SHALL BE PROVIDED WITH
A MINIMUM WIDTH OF FIVE FEET (5'). THE CENTERLINE OF THE
CUTOFF TRENCH SHALL NOT BE LOCATED DOWNSTREAM OF THE
INSIDE TOP OF SLOPE OF THE DAM, THE CUTOFF TRENCH SHALL
BE CAREFULLY BACK -FILLED WITH HIGHLY IMPERMEABLE MATERIAL
AND COMPACTED TO AT LEAST NINETY-FIVE PERCENT (95%) OF
STANDARD PROCTOR DENSITY.
C) THE MINIMUM TOP WIDTH OF THE DAM SMALL BE TEN FEET (10')
AND SLOPES SHALL NOT BE STEEPER THAN 3:1 (THREE HORIZONTAL
TO ONE VERTICAL) ON THE DAM OR EMBANKMENTS AROUND THE POND.
D) ALL DISTURBED GROUND AREAS AND EMBANKMENTS SURROUNDING
THE POND SHALL BE MECHANICALLY STABILIZED OR HAVE PERMANENT
GROUND COVER ESTABLISHED IN ACCORDANCE WITH THE PERMANENT
SEEDING SCHEDULE.
DETENTION POND LANDSCAPING:
5cI1 LF OF 4' GREEN VINYL G0ATED GHAINLINk
(W/ 51511 LF OF REQUIRED LANDSCAPING):
,20
TOP OF Df+M
-711/1
LEMER6ENGY
NOTES:
1. OWNER SHALL BE RESPONSIBLE FOR ROUTINE OPERATION AND MAINTENANCE.
2. CONTRACTOR SHALL ESTABLISH GRASS ALONG THE POND BANKS AROUND
THE PERMANENT POOL AS SOON AS GRADING OPERTIONS DICTATE.
SEE PERMANENT SEEDING SPECIFICATIONS FOR SEEDING SCHEDULE.
3. THE PERMANENT WET DETENTION POND SHALL BE USED FOR TEMPORARY
SEDIMENT STORAGE DURING CONSTRUCTION, ONCE THE SITE HAS BEEN
STABILIZED, THE PERM. WET DETENTION POND SHALL BE CLEANED TO THE
DESIGN GRADES, ALL SEDIMENT SHALL BE REMOVED AND THE POND
STABILIZED PRIOR TO ISSUANCE OF THE CERTIFICATE OF OCCUPANCY.
4. SEDIMENT SHALL BE REMOVED FROM THE POND DURING DEVELOPMENT WHENEVER
THE STORAGE VOLUME EXCEEDS 75% OF THE POND VOLUME
OR REACHES ELEV. 33'
5. POND HAS BEEN DESIGNED FOR A MAXIMUM 64% IMPERVIOUS AREA OF DRAINAGE AREA,
6. FUTURE DEVELOPMENT SHALL INSURE THAT ALL FUTURE IMPERVIOUS SURFACE WILL NOT
DISCHARGE INTO THE DETENTION PONDS AT A LOCATION WHICH WILL SHORT CIRCUIT THE
REQUIRED 2:1 LENGTH TO WIDTH RATIOS.
7. OWNER SHALL BE RESPONSIBLE FOR THE PUMP REQUIRED TO BE USED AS
THE DRAWDOWN MECHANISM TO COMPLETELY DRAIN THE POND.
8. CONTRACTOR SHALL COORDINATE WITH THE OWNER AND THE OWNER'S LANDSCAPE
ARCHITECT FOR THE SELECTION OF PERMANENT AQUATIC PLANTS.
AQUATIC/ WETLAND VEGETATION SHALL BE ESTABLISHED AROUND THE PERMANENT POOL
AND AS FAR UP THE SLOPE AS POSSIBLE. WETLAND VEGETATION SHALL BE ESTABLISHED
TO AT LEAST A MINIMUM DEPTH OF ONE HALF FOOT BELOW PERMANENT POOL.
EN&1 R'S STATEMENT 01-- POC V AND DAM 5AFE7Y
THE STORMAVATER POND AND DAM SHOKN ON TH1 5 PLAN SATISFIES RI OWREMENT5 OF THE
NORTH OAiROL1NA STATE DAM SAFETY LA'r4 OF I'q1 [A5 AMENDED THROUSH IGa51 AND THE
RULES AND REGULATIONS A5 PRE5ENTED IN THE N(PIRTH CAROLINA ADMNISTRATIVr GODc
TITLE 15A, SUBCHAPTER 2K - DAM SAFETY, EVEN IN THE CASE WHERE THE DAM SHOWN ON
THI5 PLAN 15 DET'ERMINED BY THE STATE TO BE EXEMPT FROM THE A50VE NOTED DAM
SAFETY iZGIUIREMENTS, 1, A5 THE QUALIFIED DE51N ENGINEER, STATE THAT THE POND AND
DAM ARE DE5*1NED TO 5E SAFE AND ADIEOUA 1 POR THE PROTECTION OF PUBLIC HEALTH,
SAFETY, WELFARE, AND DOWNSTREAM PROPERTY. I UNDER5TAND THAT TH15 STATEMENT AS
THE DE516N ENGINEER SHALL NOT RELIEVE THE OKNER OR OPERATOR OF THE POND AND
DAM FROM THE LE6AL DVTIE5, OBLIGATIONS, AND LIABILITIES ARI5IN6 FROM SUCH
OWNER5HIP OR OPERATION.
THE 5TORMVA T ER CONTROL STRU(,-TIjRE(5) 5HOV4N ON TH15 PLAN
15 DE5I6NED TO REDUCE THE P05T-DEVELOPMENT I -YEAR 24
HOUR 5 T ORM EVENT AND THE 10-YEAR 24 HOUR STORM EVENT TO
PRE -DEVELOPMENT RATES.
�L/ t
PER
- 44.1
423
3FIL HA �' DE TIl�l
N. T S.
N. T. 5.
KL.L. BE o5vjwc� EITHM ON -SITE OR I fWM OFF5ITE SOURCE. THIS LINED
EMBANKMENT SHALL BE CONSTRUCTED OF UNIFORM MATERIAL KL.L BE PIRCMDW UP TO THE SHKr OR 10OYR ELEV. K•NC.-F_-V 19 Lam.
(FREE OF EXGE55 51LT, ROCK OR 6R \1EL, DEBR15 OR SOIL-5 CONSULTANT ZRALL P94MVE HYDRAL 1.IG C0H=' 1,ATY TEST FELTS
1lEGETATI`,/E MATTER} GOMI`'AGTFD TO g59b OF MAXIMUM DRY T® `5 E MATMAL 15 AEG THEE RE IREMER I�. ALTERNATIVELY A
HVn L ltNER KITH E WIVALENT 5CTIVE HYDRAJJLIO C0t' GTM1Y AMY SE
DEN517'' IN ACCORDANCE WITH A5TM D1551 (5"-12" L.IF75). FROVIDW. CST HTH SOILS COW.-C .TARTT FOR KALL SF5C_IFI0A-noNS
Ate? MTAILS TO ODE THIS CONMroTM1Y OR ALTERKA11VE
;=REEBOpeROs
EXTEND LINER TO L -55ER (LO1^ M OF 41100 YR. STORM = 1.05'
OF SHWT OR TOO YEAR ELEVATION IO YR STORM = 1.415' b0' VIA., IO GAGE ALUM.
5% ADDED TO EM5ANKMENT FOR 5ETLEMENT EL.44.35 I BA ON TO 6 ALUM.
i0.0' SHY i' APPRC?X 42 5` PER 5C71L5 REPORT (FIB BORII�IG5) BARS DN TOP 6" o-G EAGHWAI'
10' 3NIL7E TOP OF .DAM 44.IO` Sf-IY�1T. �€2.�`:HiC�F#�aT C3P � 1=1ELT1 BORING`7ETERMINATIONS, 4 i^iITH ANTI -VORTEX PLATES
6RA55 WEIR 50' LENGTH
EMERGENCY 5P I LLWAY ELE\. 42.5' --- �o" --- ICJO-YR FLOOD a • 43 0�
i 1,--YR FLOOD EL 4211
lc&%= INEQ8m6' o-NIe
1. DEVELOPERS SLUE RD6E DEVELOPMENT
5826 5AMET DRIVE SUITE 105
HIGH POINT, NC 21265
336-8&4-1500
2. TYPE OF ROADAyAYS: CtRB AND &UTTER
5. SLOPE51 0-296
5. SEAAOE DISPOSAL SHALT. SE BY PRIVATE COLLECTION 5Ei"eR<
4. THE PROPERTY OHNER (OR HOMEOi^L*IERS' A550GIA' ION} f5 RESPO45I5LE
FOR MANTAININS THE COMPLETED PERMANENT i^ZT DETENTION POND
AGCORDIN6 TO THE APPROVED MAINi7ENANCE PLAN AS DIRECTED BY THE
6OVERNMENTAL OFFICES HAVINS JUFRI5DICTiON FOR 1^ATER5IKED
PROTECTION AND IF THE HOMErO"Qr_-R5' A$50CIA'e ION SHOULD BE
DISSOLVED OR CEASE TO EXIST, THEN IN THAT EVENT ALL THE OKNERS OF
RECORD AT THE TIME OF REOJIRED MAINTENANCE SHALL BE JOINTLY AND
SEVERALLY LIASLE FOR ANY AND ALL COSTS A•i"i ENDANT THERETO,
5. THE 60VERNMENT OFFICE HAVING ,WRES>7fGTi01~t FOR WATER5HED
PROTECTION AND THEIR AZS*N5 HAVE Rf6HT OF ACCESS TO THE
PERMANENT STORMAATER CONTROL(S) FOR INSPEOTIONS AND MAINTENANCE
ENFORCEMENT,
6. THE PERMANENT' V EYLPOND DETENTION SHALL HAVE FULL DESIGN VOLUME
AVAILABLE PRIOR TO ANY ISSUANCE OF CERTIFICATES OF OCCUPANCY
FOR SITE ANOJOR PRIOR TO ANY PLAT RECORDATION FOR THE SITE. THIS
MAY REWIRE THE CLEAN OUT AND DISPOSAL OF SEDIMENT FROM THE
POND.
T. THE CONTRACTOR SHALL SCHEDULE A PReCON5TRUCTI0N MIELIrIN& YUTH
THE CITY OF JACKSONVILLE A'tATERSHEO EN6iNEER AVHEN THE PERMANENT
eETPOND DETENTION SITE HAS BEEN CLEARED AND THE MTPOND HAS BEEN
FIELD STAKED. r.
B. FINAL APPROVAL OF THE A'iEETPOND DETENTION SHALL BE DONE AT
FINALIZATION OF THE ORAPIN6 PERMIT OR AT ISSUANCE OF THE FINAL
SUiLDIN& CERTIFICATE OF OCCUPANCY WHICHEVER COME5 LATER. THE
POND SHALL EBE COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS
AND SPECIFICATIONS, INCLUDIN6 ESTABLISHMP PERMANENT 6ROUND COVER
ON ALL EMSANKMi NT5 KTH THE WETLANV AND DAM COMPLETELY
CON5TRIJCTED., A PRE -CERTIFICATION INSPECTION 5HALL 5E COMPLETED
SETiNVEEN CPT I EN6INEERIN6 i 5URVEY1N6, INC AND THE ENFORCEMENT
OFFICER AND ALL ITEMS IDENTIFIED DURIN6 THAT IN5PECTION SHALL BE,
COMPLETED PRIOR TO THE ACCEPTANCE OF THE EN&INE5 CERTIFICATION
Oir COMPLETION. THE CERTIFiCATION OF COMPLETION 5HALL NOT PRECEDE
THE FINALIZATION 012 THE 6RADIN6 PE5WIT OR THE ISSUANCE OF THE' FINAL
G.O. BY MORE THAN TWO f2) PeEKS.
OPERATION AND MAINTENANCE
INSPECTION EVERY IMONTH TO INCLUDE THE FOLLOWING:
1, REMOVE DEBRIS FROM THE TRASH RACK
2. CHECK AND CLEAR THE ORIFICE OF ANY OBSTRUCTIONS.
3, CHECK THE POOL'S SIDE SLOPES; REMOVE TRASH, REPAIR ERODED AREA BEFORE
THE NEXT RAINFALL EVENT.
INSPECTION EVERY 3 MONTHS TO INCLUDE THE FOLLOWING:
1. INSPECT THE COLLECTION SYSTEM (1,E< CATCH BASINS, PIPING, GRASSED $WALES)
FOR PROPER FUNCTIONING, CLEAR ACCUMULATED TRASH FROM BASIN GRATES AND
BASIN BOTTOMS, AND CHECK PIPING FOR OBSTRUCTIONS.
2. CHECK POND INLET PIPES FOR UNDERCUTTING, REPLACE RIPRAP, AND REPAIR
BROKEN PIPES.
3. RESEED GRASSED SWALES TWICE A YEAR AS NECESSARY. REPAIR ERODED AREAS
IMMEDIATELY,
INSPECTION EVERY 6 MATHS TO INCLUDE THE FOLLOWING:
1, REMOVE ACCUMULATED SEDIMENT FROM THE BOTTOM OF THE OUTLET STRUCTURE.
2. CHECK POND DEPTH AT VARIOUS POINTS IN THE STRUCTURE, IF DEPTH IS REDUCED TO
V OF ORIGINAL DESIGN DEPTH, SEDIMENT WILL BE REMOVED TO AT LEAST
ORIGINAL DESIGN DEPTH.
MAINTENANCE AS REQUIRED:
1• MOW THE SIDE SLOPES ACCORDING TO THE SEASON. MAXIMUM GRASS HEIGHT
WILL BE 6".
2. THE ORIFICE IS DESIGNED TO DRAW DOWN THE POOL IN 2-5 DAYS, IF ORAWDOWN
IS NOT ACCOMPLISHED IN THAT TIME, THE SYSTEM MAY BE CLOGGED. THE SOURCE
OF THE CLOGGING MUST BE FOUND AND ELIMINATED.
3. ALL COMPONENTS OF THE DETENTION SYSTEM MUST BE KEPT IN GOOD
WORKING ORDER.
VEGETATION ABOVE THE PERMANENT POOL:
1. VEGETATION ABOVE THE PERMANENT POOL SHALL BE A BLEND OF LOCAL GRASSES.
MAINTAINED BY MECHANICAL MOVING ON THE SAME FREQUENCY AS THE APARTMENT
GROUNDS. MOST AREAS WILL BE SERVED BY A SPRINKER SYSTEM,
2< LANDSCAPING WILL BE PROVIDED ABOVE SLOPE BENCHES SUBJECT TO APPROVAL
BY THE CITY OF JACKSONVILLE. LANDSCAPING ONSITE WILL INCLUDE A VARIETY OF SPECIES
OF SHRUBS, UNDERSTORY TREES, ECT,
IMEMS- CM-M-FlOiATIONOF ITY 0JA LAITY CAONTP
I CERTIFY THAT, PURSUANT TO GENERALLY ACCEPTED ENGINEERING 5TANDARD5 IN THE COMMUNITY, IT 15 MY PROFE55IONAL OPINION
THAT RUNOFF FROM THE FIRST'1-1/2 INCH OF RAINFALL. FROM AREA5 THAT ARE REQUIRED TO uE CONTROLLED PER THE SECTION OF
THE CITY OF JACKSONVILLE ORDINANCE: QUALITY AND GUAN17Y CONTROL, 15 OBTAINED BY A PERMANENT ENGINEERED
5TORMWATER WET POND THAT HA5 BEEN DESIGNED TO MEET OR EXCEED THE REGUIREMENT5 IN THE NC STATE STORMkIATER
MANAGEMENT MANUAL. ���@Sid461I68'BB'ts��
51GNATURE, P.E. SEAL Q�' �1i
DATE:
_ �S` �t
�%
S -All
0249E .
t
5 MIN. �ddd rdddb3li
RIP -RAP
I' THICK MIN.-\ rnn n= nn==I =! Awn
BAFFLE WEIR 1=LEVATION 5q.0 WIDTH 10'
2 _ .
I
CONTOURS SHOWN REFLECT TOP OF RIP RAP
1
• NTS
1. OWNER (OR OHNERS A-S IATION) SHALT. BE RE5PON50LE FOR ROUTINE OPERATION AND MAINTENANCE.
2. CONTRACTOR SHALL E57`A5L15H GRA55 ALONG THE BANK5 AROUND THE PERMANENT POOL A5 50ON AS 6RADIN6
OPERATIONS D'sCTATE, SEE PERMANENT 5EEDING 5PEGIFICATION5 FOR SEEDING 5GHEDULE.
3, THE PERMANENT POND DETENTION SHALT. BE USED FOR TEMPORARY SEDIMENT 5TORA6E OUREN6 CONSTRULTION. ONCE
THE SITE HAS BEEN STABILIZED, THE PERM. P'IETLAND DETENTION SHALL BE GLEANED TO THE ORIGINAL DE=516N GRADES.
ALL SEDIMENT SHALL BE REMOVED AND THE POND 5TA51LIZEP PRIOR TO 155UANCE OF THE CERTIFICATE OF OCCUPANG'',
4. 5EDIN'IENT SHALL BE REMOVED FROM THE POND DURING DEVELOPMENT leiHENEVER THE 5TORACGE VOLUME EXCEEDS -7556
DF 7HE POND VOLUME.
5. POND HAS 5EEN DESIGNED FOR A MAXIMUM 64.096 IMPERVIOU5 AREA WITHIN THE DRAINAGE AREA,
6. A PUMP WILL E3E PROVIDED BY THE OHNER (OR OWNER'S ASSOCIATION) IF NEEDED TO DRAIN THE POND FOR
MAINTE ANGE.
5K I MMER NOTE:
I. DURING EROSION CONTROL 13LOGK WATER RETAINING WALL
QUALITY ORIFICE AND ATTAGH 6SKIMMER
TOP ELEV. 48. Q'
WITH 6" ORIFICE TO 5" POND DRAIN.
,1'KIMMH2Iry 'T Iry
/ONLY RD SE tJaW PMN6 c4xisTR ..,nc d
�I� I I rylilb I.Y�I�YI�11111��11-I�IIII .�.IwW�I...
SEE WALL PLANSALUM. FLAN(SE JOINTS TOP OF RISER EL. 41.25
�•�, . � CONSULT WITH SOILS CONSULTANT
5 w/ 6A5KETS 8 5TAIRLE55 CONCERNING P£RME4810Y
TEMEavRARY PLATE WITH SKIMMER HOSE ATTACE 1ENT REQUIREMENTS.
5TEEL 5OLT5 ti, 3 d b' SKIM HITH 60 owmcz EARTHEN FDREr3AY BAFFLE
I 2- bC� DIA. �., _ = I' OF PIP P, :
ALUM. ANTI -SEEP PLATES \ �� Q � � �__ SKEMMER � r AP DINER BERAf „
0- AQUA SHELF TOP, ELEV 39.5 ELEi!: • 40.0' ` Is ,
�' vr
_ 1xV: Et:v,a- PERJ✓1ANAll," d
ENT POOL (NORMAL POOL) 5�
1=IRST � JOINT To � - � ''D
MIRAFI 160N
FILTER FABRIC,
M 24 cxrr or - AQUATIC SHELF BOTTOM ELEV 38<5' ELEV: 2 I�f 'UAO ��
rlJ 6AET ELE✓. 39. D'' •I {
' " A MINUM C� I.05'& 3 1 AN
46 1f Of 24 LU 3 �� COMMISSION
/ / /_ //' `./ BQTTOhf OF' PERMANENt: POO 33 0
_ `-mil/ -I/ �-./ ; ll�•�.�,,T SEDIMENT STORAGEscD�t�E�vr StOGE
l�..,,.,�/�.o Ti .rtt �P N r S �\ , BOTTOM OF POND 32.0'
LIMIT OF EX0A1/ATION`
5TR 1 PP I NC-� �`-�` -- - p'� a D =- GONG. BASS 8' DIA,. ALUM. SHEAR GATE ,� PERM SED. STORAGE: 21605 FT -J
POW ;BARREL, 8 TOP OF � ALL CONrEcTIONS MUST t�, �j�� 4J�1£R ; 12 TOP SOIL
REMAIN KATERTI&HT
8.o rooTiNr* ELEV= 56.B6 5' � MIN Ot�ERE.�G4t��4iE F�ONfl BY 2�#' AND
2 DEEP (MIN} NOTE: OF 6' PIP PIPE F�R RECOMMENDED PLANT LIST SEE DETAILED PLANTING PLAN
GUT -OFF TRENCH 1. R15ER, BARREL, AND TRASH RACK SHALL BE CLAY LL RAL N COMPACTED
A5 SUPPLIED BY GONTEGH CONSTRUCTION PRODUCTS c(Ar I�arERraL Alvo rz' roPsolc,
��DAM C ION OR EQUAL THERETO.
J� �.�1 2. CONTRACTOR SMALL SUBMIT 5 SETS OF 5 HOP DRAININC55 FOR APPRO\/ACL
NT5 PRIOR TO G01\15TRUGTION.
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CITY COMMENTS 10/22/08 TM
CITY GOMMENTS 11/20/05 JJ
CI T Y COMMENTS 12/30/06 JJ
NZ
1B)LUE RIDGE. # 071-04.A.-NC

REV. 10/2118 PER
w s, ��► GIrY COMMENTS 1112010e .rJ
�i i \ 4 CITY COMMENTS 12I30/08 ,iJ
.100
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NOTES:
I Score curb & gutter at 10' o.c.
2. Provide 1 2" expansion joints of 90' o.c.
3. Concrete to be 3000 P.S.I. 09 28 days, air entrained.
4. Spill sections will be approved on a case -by -case basis by City Public Services
ti
Director,
1- 5. Chamfered edges abutting asphalt are n©t permitted.
ONEVIQ Department of Public Services
http:/1www.ci'acksonville-nc.u;s
P.O. Box 128
5 1. NC Y.
Jacksorville, N.C. 28541
. . . . . . . SCALE. DETAIL
Xly:-.•.,�_ ... B
TYPICAL CUR & GUTTEK Not To Scale 2 402.0 1
RENIS ION DATE. SHMEr 47:
SEC"TONS,
June,2006 I of I
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EDGE OF PAVEMENT
< EXISTING STRIP PAVED ROAD
NOTES:
1 if intersecting
c city street refer detail 403.06 for sight distance requirements. If
intersecting NCDCT
roadway, refer to NCDOT Policy on Street and Driveway Access
t0, North Carolina Highways.
0 TNT V I I
Department of Public Services T' ht,tp://www.ci.jL4ckson.ville.nc.w
P.O. Box 128
Jacksonville, N.C. 28541
T`r CONNECTION
TYPICAL CITY C&G STREET
SCALE: DETAIL#
Not ToScala 2403-05
G r M'V 1.
to CI I or NCDOT STRIP PAITTAP-D STREET
-1ASION DATE: SHEET W:
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June, 2,006 1 of 1
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...........
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11,_6" @ 60' R/W 3 50' R/VY
9'-6" @ 50' R/W SECTION B 91-511 1k1'__1V1 50' :R/W SECTION B
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USE SECTION D & E
12"
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12" 12" 6" 1 2'- 2'- 0" 61 12';
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SECTION E
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V-3" 0 50' R/W A 0 50: -R/W­�
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Depw"co of Public Savi=
SON vii, t rT
C, zle P.O. Box 128
P.O. Box 128 j A,
'C' Jacksonviltz, N.C. 28541
F_,
A
Jackqonville, N.C. 28541
SCALZ 05,TAILIP
Not To SWr 31.03
Not To Saic 2631.03 -4M : 26
TYPICAL TRAVERSE CURB
TYPICAL TRAVERSE:,Clm
. ...... ..
REVISION DATP�, s=#:
R5VISION DAM S RE' 0:,
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2 AGUTTER OUTLET
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.......... .................... .
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TYPE I
(NOTE 1 )
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I
tl\J KMI�ZTHPPP"r) PAPTIL-1
12"
TYPE 2
FLAT BOTTOM TRENCH WITH BACK LL LIGHTLY
CONSOLIDATED 710 CENTERLINE Or PIPE
(FLAT BOTTOM S DEFINED AS UNDISTURBED
EARTH)
I T t-L
PIPE B-D-DED IN 4" MINIMUM LOOSE SOIL W17H BACKFILL
LIGHTLY CONSOLIDATED TO TOP OF PIPE
;LOOSE SOIL IS DEFINED AS NATIVE SOIL EXCAVATED
FROM THE TRENCH, FREE OF ROCKS, ORGANIC MATERIAL,
�j
�"REIGN MATERIALS AND FROZEN EARTH)
FOREIGN
12" 1
TYPE 4 1 T If t
PIPE BEDDED IN SAND, GRAVEL, or CRUSHED STONE PIPE BEDDED TO IT'S CENTERLINE IN COMPACTED
-10 A DEPTH OF 1/8 PIPE DIAMETER, 4" MNl-,Vum. GRANULAR MATERIAL, 4" MINIMUM (UNDER PIPE.
GRANULAR OR SEL VATERIAL TO
TOP OF PiPE, COMPACT
N WITH BA%'."KFIIL COMPACTED TO E.
(APPROXIMATELY 80 PERCENT STANDARD PROCTOR, TOP OF PIPE. (APPIRCXIMATELY 90 P R CE N
AASHTO T-99) STANDARD PROCTOR, AASHTO T-99)
(SELECT MATERIAL IS DEFINED AS NATIVE SO'01
XCAVATED FROM THE TRENCH FREE C= ROCKS,
ORGANIC MATERIAL, FOREIGN MATERIALS
ATERIALS AND
NOTES: FROZEN EARTH)
1. For normal pipe sizes 14 inch and larger, consideration should be given to the
use of laying conditions other than Type 1.
2. Consideration of the pipe -zone embedment conditions included in this figure may
be influenced by factors other than pipe strength, For additional information on
pipe bedding and backfill, see ANSI/AWWA C600.
4
http://www.ei.jack.,,onville.nc,us , C 1,
Department of Public Services
K
P.O. Box 128
i ACKSC�'. W.LS ST.,\NDI.ARD 1­1-111)1
Jacksonville, N.C. 28541 U 1.`- W 1'y
C4=i=9 SCALE: DETAIL#
"EF?, MAIN Not To Scale 2511-01
WA'1
SHEET4:
PX'VISION DATE:
4% EMB.F-10MENT DvETAILS June, 2006 1 of 3
is
.... .................. I ..........
77
7
17-
........ . ..........
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NOTES= 1 . Excavate under elbow for footing, place steel & rods in tooting & pour (pour1 }
2. Once concrete has set in footir.'g pour horizontal: blocking (pour2)
1. 3cckfil! and cam?act in fi" icyers. 3. Footing adequate for water* mains up to 8". North Carolina licensed Frofessiona�
2. P ace restraint flonge on one full joint of pipe. Engineer to design footings for l>Ines greater than 8" diameter,
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1. Provide minimum 3" annular clearar:ce a~o'u:td ail DIP risers and
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electrical conduit.
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1. Concrete hocking is to be formed to ensure accessibility to fittings and
poured aga`ns` undisturbed earth.
2. Fittings are to be completely wrapped with plastic, prior to pouring concrete.
3. Concrete to be m;nim': m 3,000 psi, 0 28 days.
4. When Sack-ete is to be used, it sinail be -properly mixed per manufacturer
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1-READED NIPPLPP (6" MAX FR'ON.t GRADE,
PRO GRAD7, SLOE '0 DRA'N At'+1AY 7:;'V BOX'ES
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FOR SIZE ANC NUMBER OF ROD5 2" BRASS PIPE
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DEPENcENT c�
SIZE 0' T-
NOTES: RODS
1. In lieu of rodled fittings, contractor ^^oy use wedge action restraint gland
joint restraint or- fittings,
2. No discharge from blow --off should go directly into creek.
3. Provide erosion and sedimentation con#rot for dischairge.
4. No plastic or galvanized screw fittings before volve. For mains lorger than 12",
use 6" DIP blow -off -assembly. No plast':c screw fittings perrnittec in assembly,
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CHART NOTES-
i , If blocking excavation is in tighiiy compceec fill areas, or in areas where
boulders or stumps have been removed, blocking size must be re -sized for the
specific location/circumstance by a NC ;`:ceased Professional Engineer,
2. Blocking sizes shown in these tables assume the following:
a. Blocking is constructed in residual so;is cs shown in detail
b. Soil bearing pressure = 2000 psf
c. Velocity of flow = 15 fps
. This detail not applicable to reducing bends.
4. Neither the weight of The concrete blocking nor friction between concrete blocking
and soil was added into blocking sizes computation. Therefore, blocking size is
conserva#ive.
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: � I � 5. Service laterals into existing mcnholes to be core dri:;ed. on(�. bocfed. I ;: �- ,� . .
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: � -c. 67 SlUNE .. '"' / : ' 1 . Concrete sheif should be no lower than ihe p�pe spring line elevation .. .
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� . .. I " -or p'.pe connections 12" -n-d I I
itiorcl 2 feet of tren i : ; I a ;. .. , f I, 3
- ch dep'h !in excess of 16 feet' up to C max1muM . - , "': . " -a double banded. I ..,
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I 1 inch depth of bedding ma;ericl will be required ior eocn f � . I B. For watertight oppflcotions, place butyl rubber between frcrne and core. 0 le t
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� cdd J"', . ...9 ..:.= 1/2"I/F-T SLOP-- .�. 1 3. Radius o- nvert must have enough room to be able to insert air plugs .:
; ­i V � - '* .. IF bonds shall be required. :
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: flexible wall pipe j'PVC 7; RUSS, C'900 PVC, arld SDR715) -� --E E x� ., " ... ... . ....... iO. Lubricate the following: - ,z T)
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.3. Hounchirg for depth � . ... .. F : . - .
� - i AL�_: Mm'Ns�OLES � . 1. Existing mains an-ly-. - lNew Construction must use In -Line Wye.
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: nall be outside pipe diameier + 1 inch. H,ourch*nq shal.: be thoroughly � llr_� , '' ; � �- z �
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2 S. � . : I S. Concrete formed inveH shall be precast wherever poss*ble, Moorbase rot permitted. �t& : - ---,
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i. � : : � � 2. Universal saddles are not perm.. 4ec. - I
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: ; '--IVC�REIASE NO7 DE-RIAIT7ED ". " 1. Place manhole opening over -,the effluent iine. ;- .
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: cornpocied No. 67 stone. � � 4 � i Ill I-_ (N \R)
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�.. .1.1 ...... ­­_ __...._..­­..­__­ I—— ......... ­­ - - ­- �I.I..�'...",�'..�....-.-.-I..--.. ­ 't6.....­,.-....­. ­-1- 5
1
111--l-1:11=­ I
MMOMISSEMME=11- .11, =111111121= 0 I,--,.,-- ­­ " 11 '-',',,'I'm-, 1111,11111-u
! !

SEWER MAINS GREATER THAN 15' IN DEPTH
SHALL BE GONSTRUG7ED OF DUCTILE IRON PIPE.
MANHOLES GREATER THAN 15' IN DEPTH
SHALL BE 5' MANHOLES.
D w T As -
Q �>4ERAL NOTESrn
Q t 1t
--i cC+PIGRETE r�iAlih 1 COMPRESSIVE BTRENdTH SHALL BE 4000 !>SI. IIITERNAt. MIN. MIN. MIN. CIRCUMFERENTIAL EXPANSION JOINT
COWENTAIC OIAOETEA WALL TOP/OOTTOU AREA OF $TELL � 0" 4-4-
CONE
PRECAST WN1i4LE COWONEMTC TO BE FASgICATEO, ASSF LffC ANO CONE SECTION
064IGN10 IN ACGOROANCE R'i11H AASHTO 11122. (fT. } TIIICKNE3S ELAN THICKNESS PER VERTICAL FT. o-t � G3 � r• ►•e"n7ri � ,.
2
✓8
M AND OAAOE RIt�C3ffi SHAtLI EE AaISEl1JEL@0 IN 8UGr1 A IIAIWER {IN,j {IN.1 (30. IN.} jJ it'1 •{ �< R "V" $TD. $aO.i13l1
R I SEA t�? i'" t
o A3 TO CASE T>4f 3TEP8 TO NAVE A SPACING Of 1'S" fr40M THE TOP Lu •c� U � � C C7 4�+ATi~ E
M THE SOTT(w OF THE PE+1 ooLH . ; 8 O. t 2 M C? C .. 7 9 3 r .� TO E 4 C4
+�
w
tl3 C
O.1S Q
6 6 a i}•- = z 2
o w H T -v �r1
tUF1ERffi TF1e wl'lQL1E I8 EXPOS'ED TO ROAD TRAFfIG. THE oI �
Q
S r
� � OFrrfcR F- � C� ...1 . ..�'
� s BeE usN WITH THE t4rsouNO. O. to o
r THE IA4tltOLE I O � fl e � E ,.� ►-,,
OF
1"t LOCATIONG IT $N*JLD BE A Xlkl 1161 OF 9" ABOVE THE GRoU►sD.
0
C7 Z Jar :� 'O-i n �i oP
t r >' .3 iR
N r1 TO TOP OF
0 T FAOtb FIE BRAD! . `-� LIMITED 0 •0 PLAN
F FI LI O S
DEPTH o u c �-
� s
Q
M
♦ SOTT01d SLAE. " ; © !1J © ♦ �° u. CUA2 AND GLITTER WITH CATCH WIN ON STEEP GRADE$5
ca
THi Ing. THICKNESS 'T' SMALL DE THE GIt N81014 Of Trt>t ALTERNATE !QNE '`ECTI� ti11ACE Rl�it,
THINNEST POATICM Olt THE TOPIMOTTOM 3LA8.
' TOP IdAT {if A&INFOOCGEIIENT 6i1Y BE NEGLECTED If tilP 1St� ON JOINT-7
MIN. AREA OF $TEED = a ' . ti+
SMALL BE O.Or in. ON FLAT QR:DES Pstc SAND UNDER
LA
A DI3TINOUTSHASLI' TOP AND SOTTCM- EOCEHtRIC CONE
`D' + Z '>I7' 2+.0. t S •0 0£PRE95E0 GUTTER LINE
1" MIN. ADDITIONAL PALL REINFOROEJi+Ef� •,`�.3 EXPANSION JOIJtY�7 e®
CLR. Sa REEAR ti i8 LOCATta IN MIDDLE
TMIRO OF WALL i� PLAN OF TOP SLAB SECTION S-S -.�• �,-
�. ELEVATION e�� STANDARD >'+o. >a®o.ot 340.02
e' • ` ♦ • , Ltr Q NORr4AL CURB AND GUTTER ON LIGHT GAADeg
!" 1" WIN. Ulu, AREA OF STEEL IN TOP T P >ITC. ¢� � H
CLR. S;LAS BNALL 102 a4'8 0 ®" CTS. 86 G.
sC.0 LLI i CI> NOPAIAL GUTTER LIME
FLAT TOP SLAS EAe�iY/EAIO4 FACE •. iACTROJO ERE►+TIu ®c�'. N e% =
N (!s urea ae ew.Tsa ets. +r. PIEINFOACEMENT) d� :.�. 8y E $S "D�' 6 XPAN3I0 Jt1INTApOITIONAL IPi PF4CHOIDE OF OPENING 0" eemnrwe•Jto or►ntr: s•s.Qa ADDITIONAL s4 EAZH REINFORCFNAL MIN. ' G= © CLEAR Of iOTTON FACE ew.m+ RIDE DIP` COEMING {1" itEINFOAGE IN.(FT.) CC 18i qr C � � pEPRE39E0 CiVfiEA TINE
A6 • O.t2 IN.s FT.j ti •. -4 y �_Pj
MAX g.,"R 71EDt • 0 G EXPANSION JOIN7*0
PLACE S DIAGONAL w_ r' CLEAOt OF Nl?TTOh1 FACE] � x . 1 N rT
G TO COA ERS (TYP. } o.o.aa
Q ,O, ,N, C7 SEE STANDARD NO. 940.01 08 640.02
_ ELEVATION r
01 > SECTION A - A tol AWU. CURD ANO OVTTEDt ON STEEP GRADES
FRAME & Q:RATE ` 2
Ar - � � STD• >040! &A3E M•y .6i.. i:i r'T
fT1 , ' F04 HANHOLE P �
� a a. � J GD 'rt
^t1 r 141'_' tJ - t11 t t r r4� RING AND C4VgA � Z O
1 11t _ �,; ,' _ ► { j '� 4� ASINFOACED CONC. W 3T
$•4l` - '♦ - tIt J 1 ► '�• u • _ Fla. (9EE STD}.
11t t L `'�7'r i ► e s * !� e • ♦' 1525. 1 IF
rl- _ .._ - _ J h s1lri. AREA OF STEEL INSASE , AEOUIRED) �
t �►' ar• ,r s J
f > t
- • w-w+aT 0.12 3LAL0 EA LL EE------� •
%� 4.42 fn= PER LINEAR _ � ; t
BOOT EACH WAY � 6
- r
r-
MINIOM 0100*I04 AM CWNTIT150 POA MICK CATCK 3MIN
pb4eEN8I0" OF 001[ AMPi►g
COV9fi1
C21 Am0IQst
YO>3,
use.
IN ®oX
�1tx ear
Ht
C.Y-1
FT.MT.
ADD
TO
.HT,
AEOWTIONO
ONE PIPE
Pipf.
OPAN
IIIOTH
MOTM
SPAN
MZZCKT
MSIQHT
SAM-U I
we.V
W •1r
TOTAL
LO.S.
TOP
CLAS
PLCOR
TOTAL
Calve.
In
CU. y%.
WALL!
FT.wr.
A
it
o
BIN. "I
rt3
6
F
No.
trVTH
140.
LEWTH
NO,
ENOTH
C.1t.
K.C.
12
3'•0"
Z'•2`
'•4"
0.201
0.201
6.740
0.3I1
RIM.
1
0.321
0.020
0.032
0.112t
0.031
0.041
10'
a'•0-
4'•2"
S'-®"
a 201
0.241
0.$02
0.32t
..
..
0.0"
0.000
Ia.
01.0.
21.p'
21•10"
0.Y®1
0.201
0.000
gd
3 , •
mot"
3=4-
0.201
0.2E1
1.070
0.327
.e
0. s
0.113
$'-4
VAA1.
`•10
4'.4-
4
1'•0`
4'•1`
3
4'•1"
As
0.147
0.3T4
0.42t
S,a4$
0M2t
0.170
0.9i}4
0.133
0.110
34'
1'•0'
2'-2'
1%10'
Fill
VAR.
'-4"
4'.a-
4
`•0`
4
41.1"
3
d,.1"
48
0.107
0.416
0.602
1.118E
0.403
D.Ifi10
0.1t1B
0.?JO
Q.
W.C.
21_2.
V oil
a'-4"
VAR,
2'-1"
31•0'
4
1'-9"2
3'.3"
3
3'•3
3s
0.135
4.373
4.'SOi
1.011
0.3st
0.117
0.240
0.3Z91
48"
&`•0"
I'•2"
4'•10•
VAR.
21-0"
31.0'
4
2'4
4
S'•3"
7
V-3-
dfl
0.1I!
0.410
4.001
2.141
0.4
D.911
0 3t
4
0{"
2'.2"
I
g'.7"
1 $ •4
VAR.
1.4l.1•8'
4
3'•O•
0
3'-3"
s
S'-3-
4$
0.#11
0.44$
0.659
1.61t
O.d4®
0.1t
0,3190
0.1i3ffi
ILL.
CL
6.4
FXC
�p o-
sty
Q
yh� �9 r
� � r
J �
z
Uj
EET I OF t G AT�����T������ TYP��L��HOt���CTIO s11la MEET 2 OF 2 -.
p SCLIO C4vEa SHOWN PERFORATED, PERFORATED AVAILAOLE z
o
GENERAL NOTES;
AFL CROP INLETS OVER 3'-S" IN DEPTH TO SE PROVIDED WITH STEPS
Q d Q
r------
1 -2" ON CENTERS. STEPS SHALL BE IN ACCORDANCE WITH STD. 840.6S.
z P �c3
�j
CLASS " b" CONCRETE TO BE USED.
ti, 0 z
1„'
ALL STAR JOINTS ME )11
O o Lh
FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE 84TTOdytt SLAB.
w
W Q � U. �
X
6RIGK � A50NIiY DRt}P INLET NOT TO BE USED IN LOCATIONS SUBJECT TO
4 U pc Q �
�'•-
.�
i
- -
TRAFF I � .
JUMBO . SCK WILL SE PEaaati71rE0. CONCRETE BRICK OR 4" SOLID CONCRETE
� � U. a �
o
�
T •_. _._
BLOCKS MAY SE USED IN LIEU OF CLAY BRICK.
� �
r
IF REYFORCED CONCRETE PIPE IS 9E7 IN 8A8>E SLAB OF @0X, ADD
~ >
TO SAAS SHOWN ON $TANDAAD 540.00-
SE
FOR a'-O" IN HEIGMT OR LESS USE S" WALL. OVER $'-0" IN HEIGHT USE 12"
, Qo
WALL T() 6'-0" FROM TOP OF WALL, AND a" WALL FOR THE REMAINING 8'•0".
OUANTMES TO BE AO.IUSTEQ ACCOR>Oltd(iLY.
Y_
PLAN
�R1YTIi Ct1PINb REAeOYLO
S'•S" CRICK COPING
ORATE
CG
PAAAM AND
4 '
a i
Uj
� lrls
etr�
aewao,>Awe �.
DIMENSIONS OUANTITIC$
DIIdEi4SlOriS OF ®07C PIPE
. -AM
CONC.
TOTAL ®11ICrC litS019RY
DECUCTIOHS FCA
PIPE
SPAN
VIDTM
HEI{3riT
IN OADS
PER FT.
oRECrt
tdiN.
ONE
PIPE
0
A
E
N
CU. Y05.
HEIGHT COP IND
H
C.E.
F+.C•
12"
r•o"
�'-0
z •+-
0.297
0.313
6.037
0.$71
0.020
0.032
is
0"
o.zs7
flats
0.037
0.lot6
0-031
0.047
1S"
T. 3.
0,2st
0.313
0.037
1.108
0.044
0.061
24'
4'-0`
C.tb7
0.313
0.037
t.2®A
0.078
8.11'
-Tr--1"
0.247
0.313
0.037
1.307
0.122 1
0.174
rM
't " DEPRESSION
7%plf -I
rri -4
C> .
G� C) N
-1.1A
st
- 01 T.1
5,4
SECTION -O
0
a �
m m
z r - 31 JJ
1-4
+�
V!
D
13i rt 2CI
a
CDA.
�3$
SECTION H-H
d
O
SHEET OF 1
840e16
SECTION Y-Y
f'
IF SPECIFIED.
COVER SHALL STATE USE OF SYSTEM
(I.E1: SEWER, STORM DRAIN, ELECTRICAL)
TOP OF COVER
L_ -
` ..
BOTTOM OF COVER--
PLAN OF COVER
MZ PLAN OF FR"E
r
N
1' 11
l 3 -�
1-1 TYPE 01
.. -• �-- 44
�"`,t l 1' • 10 tr,
42, C ter.---_-.. 1 /ALTERNATE SECTION 5•S
rn `� / MINIMW WEIGHT$ • LSE.
Z'-Slyd" FRAME 180
COVER 120
SECTION A -A { TOTAL - Boa
1
SPECIFICATION
CLASS 30 IRON MEETING
MEET 1 OF 1 ASTM A-48
�40.54 TYPE 02
JJ rn
.. Jr t rl !r t•" C1�
I r ►••1 .-' co
E� op� "0 --1
1 � 1 WQbs R E P.
Op M
T
A.6-4
. ,
L..._ ♦�F 1 Q �
a 61 114 1 ♦ Q
LV-4W f r-4w" F -'Oj
PLAN OF FRAME
l ��{ CAST IRON C;
PLAN OF GRATING �` w
2 ` ,1
CAST IRON
MACK Of CURD
xw
Y
PLAN I -•-a- X
A
m
r
I
I
A
Cn
Ct 0?
D
SECTION Y-Y
co Ui
1-4
1-2 Ff
wFA ��
l♦"
rm
Uj
tr
N N
2'- 144 qrr cV N
0
O
1j
view MEN a" x a', coo
is USED IN PLAICE OF NOW
�r-Ott
SECTION F' _ P &HEET I OF 9 SHEET I OF 11
ti7 840.16 840s0-
GENERAL NOTES:
UWTAAt JOINT11 3'?" TO LD" TNICK.
CLASS "8- CONGAETE•to of Useo THAOU04OL t.
THE P"11410 OF FLOOR aLAa TO 0E ACCOMP113HE0 W FOR010.
ACT FOR PIPS(S) FA00 TOTAL Cif. `OO. OF CRICK WA50NAY.
ALL CATCH EA.OINA OVEA 2'-8" IN DEPTH TO BE PROVIDER WITH STEPS 1'•2w
ON CE117ER. OTEPs aHAtL Be IN A�CC0A0ANCE WITH STo. $0. 240.60.
1JAle 7YPE "E`. -F" Ano "0" ORATES UNLEU OTHfl 13r, INDICATED.
JUao ISAICX WILL Be AERNITTJO. CONCRETE SAICK 04 4" SOLID CONCRETE
DLOCKS EUtT OE U$EO IN ISMi OF CLAY ;stZCx.
IF ADINiPOACED CONCAETf pipe IS SET IN &"I SLAG OF ®GX. ADO TO �E
A8 Sr1Qs4D1 ON 3T0, NO. 440.00.
102R %4j.L To R�O1fA0W TOPSOFU$WALL"AND ON '��LLRFOA THE RUthIN114
E'♦O', OUkWTITE5 TO Bf AWU3TED ACCORDINGLY.
ST&PS 4TO. NO. 840.60
SIDE ELEVATION
sECTION M-M
M11EAl: 42" TO 64" PIPE to USED
PLAN
�<
QON~C=
du�0>Q•v
W
'>1~
e LU
a
LL ,•>
t'3 �
2 Z
1"•1
C1
.Q
Cn
0
J �
SHEET 1
t+
840 - 0l-
;<
�.'.'�= n;-o..Iw:c L-. :.I. .:I1.'' C.:-c;inaers:
4Wv
BUCKET TAMPED .N
2 FOOT LIFTS .
DEPTI-I VARIES
CO.V:?ACTE'D SE;_EC7 8ACK : '-
MINIMUM COVEP =
1; 2 PIPE O.D. OR 12" �.. .
'WHICHEVER :S GPEATER) ... ....::.'...........:: ::. .
NATURAL AREAS
12" MINIMUM
'BCTH SIDES 0- PIPE;'
s'
#57 STONE 1
or
-iALINCHiNG ,
VINIhdU'M 3EDC
5" 1,:57 STO.ti -. --� �
SA'v1' [ UT EDGEDF
PAVEMENTawl �i
i
,.i
V N I h'. r�XISIING OR
rsyv
CC-MPACTED A?C _
I _
COMPACIL SLLL: ' iACti:. a� ;NC' I;
i /2 ?I? O.C. CP. 12"
i CHEVEP c
.S, GP.EATE.R)
12 VINiMUM
(BOTH SIDES OF �'DEi
PAVED STREET AREAS
i
.I' •,._,,.�•_%•• ,,,:t f..' :._�^'•`•.i •� ? A---....+-........- lY�: �\ i v' w a E D):N v
NOTES:
1. Compact over pipe in street orea to 95% of the standard proctor
maximum dry density.
of Public Scaviow ' , httP llww+v.ci.jschsouvii)aac.us
G �•`,•,
! r ;".
�'!' 1¢claorvillc. N.C.28341
.�-- - STORM DRAIN Itiasue. II�
•v;, .. t To 5c:Jc z. 6313I.0 l
PIPE INSTALLATION FtLVISfOriDATE srt�crd:
t
Junc,UM I ar 1
i
1;.
INSTA' Ri? PAP
ONr. FOOT i�PVra
TOF OF BA'NK�
vONCRETE F=S
BEDDING SE-
..
DETAIL 531,01 ............................ ;�_•<
APRON
NON-WVEN
GEOTEXTILE =ABRIC
1.5 x d SC BUT NOT '
LESS THAN 6" 'v1:N11`;UN
EXT:I'�;; E -A.BRIC 0L1T
ON-- !: Oy�AT TI-._ -0a
' 7T
ENDI; -LAP
J. TO THE GROUND
I :;:
NOTES:
1. Initial course of rip rap to be laic in excava'ed bed at side slopes. Rip -rap is
not to be laid on top of grade o% side slopes.
G� O� N V•JQ f. Nn
par x 128f Public Scxviccs ht:�:#ww-.u.ci jzckgouville.ne.us
PO.
Div S `. (r t'• Jw_kwrVilla, N.C. 28541
��
END J OF PIPE Ivor To Srn e -1636.01
TREATMENTSarvrstarr � : sty �:
......::1:: Prc,vi.;ems l:, ;..pc:.l.: .... .•..Il:�'.c; C•'.yii:r.�'s
RQOF
-STRUCTURE" SFRv=S ? "^
'CIO Sr 0. �00.
50' v:NIVL1 VEG- : TEs
_ �_0'A' PATH --•�
�---- D WNPOJ' "cX'ENSICN \�
SPLASH
15? -:
A 3'X3'x3' R ?--' A-.7 - -
�� COMPI.ETEL" ENCASED
WI i.' 'SUN-W0VL-N
GLD? A:3 :C. COVZR-J _
-'--------•---__ _ bi'1-r J" 0.-Cir\OY
-------------------
SPL,.ASH BLOCK
NOTES:
1. Encased rip rap system is optional to Eu:'.lders/Owners.
De f cattofPubiicSsviccs ;,• .
http:!l%ww.ci.jacksomilenc.nr
P.
Jacksonville.t•.C.2%341 :. .,....
w n..
TYPICAL DOWNSPOUT
o To z
=ems of
'<.,1,.' •--�., h'..5 �,`
SPLASHBLOCR DISPERSION
"�lunc.2� :
,t<raTwi
APPROVE"
�IURTH CAROLINAEV O
MANAGEMENT COMMIS!
IVISION OF WATER QUA
REVISIONS
REV. 10/22/5 PER
GIT� COMMENTS
Q
}-zLU
} z
z LU
OX
U_
LU
<o 1-
LU
z LU
� Q I- acl�
LU z
2 n
-1LU
'U
V z
LU CL
F
5GALE: NT5
D i:Y 1I t L✓ 1 RDT
SH,LET

Q
co tT
TRASH C
PENETRA
IN VALL
4
NOTE
ALL DIMENSIONS ARE GIVEN
TO FACE OF CMU U.N.O,
3r-06,
SYNTHETIC
,-STONE VCNEER
~� st.ae JQItiTS
,y a
e CZY-REETE CAB ON CaZA17`
il;7H 4• GRA:NA6E FILL C3000 DRAIN
- P5E AiR-ENr> XW1> CONC, T tSEE CIVIL)
TRASH COMPACTOR a
_.._.-Y SYNTHETIC PARGE & PAINT
STONE VENEER EXPOSED CMU IN
arr+pm 11 THIS AREA o
4• CONCRETE SLAB ON ORACE
i•ItT31 4' aFL4FNA6E FILL(300,-k=
7
PSI A+R-SNTRAINED LONG�
SLAB JOINT
5
RECYCLING
CONTAINERS
PARGE & PAI
SYNTHETIC EXPOSED CMU
,-STONE VENEEtII<._7u, THIS AR
CONCRETE WALK
(SEE CIVIL)
CONCRETE STEPS
tSEE CIVIL)
M■ a Fi •N'
DUMPSTER
4' GONGRP7E 5LA9 ON &RAP£
KTH 4' DRAJK<,E FILL (3000
PSI AIR-DO12A D WWR-Ere
6' DIA. CONCRETE
PILLED BOLLARD
tSEE 61AI.2)
CONCRETE POD
& CUTTER
HEAVY BROOM FIMSH ON "HP
24'-V SLOP- V PER FOOT
x-NAND RAIL
COMPACTOR w RECYCLE AREA DETAIL
40 YD. COMPACTOR, O,INER TO 5C44F-DULE PICKUPS AS NECESSARY
SEE ARCHITECTU IBIS DRAWING FOR ILLUSTRATION ONLY.
BERM
tsEE CIVIL
N I I i
CONCRETE WALK
<SEE CIVIL)
• kl�i► it
1 ik ! t i`
I -5 24 -C
D{ IVF ;
1 4�' FAR< I NCB AISLE-777777711�/-
5lD��AL;� S�AG� 5�'AGE �ID��AL
k 2 12
� ✓ ! I ABG { : I
NOTE-51
1. ALL 12'xl&' AGGE55I5LE 516145 (R T-•a 8 R9-1)
SHALL. DE MOVNTW AT 'I FEE FROM ORADE
TO BOTTOM ED&E OF 516N FAGS (I )TCD).
MOUNTING HEIC-HT CAN BE REDUCED TO
5 FEET IF PLACED IN AN AREA BETYEEN
51DEKALK AND BUILDING FACE IN WHICH
PE©E57RIAN5 ARE NOT E>G;'E0TEP TO U5E.
2. REAR TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD)
US. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION 5UPPLEt'l[ENT•
3. IF AC.GE5515L E ROUTE 15 A RA15EV 51PE ALK AREA, THEN
RAMPS ARE REGIUIRED AT LOADING ZONE AREA.
5I6NAGiw -•�
c45' cf5' Q5' q5' �iS' q5`
ONE Our OF EVERY EIC4M (6) ACCESSIBLE 9PAcE-S, BUT
NOT LE55 Ti'iAN ONE, IS REQUIRED TO BE VAN AGCE551BLE.
PARKING 5PAGE PAVEMENT MARKIN65
ri
VAN "-ate
C.GE55I B
51Er 5TANDARI? NO. 50.1015 It 50.100 FOR.
R1r�r)]rRVE EMENTAL SIGN DETAIL
PARK I NC7
LEGEND AND 80RDER - GREEN
BACK61ROUND - "41Tf
MUTG©
Ft I -a
12"x18'
0 MAXIMUM R'1-SD
PENALTY' 12'xq"
� 25D
F
N
�-- FINISt•ED GRADS
4• Jj
M,i• A. 1'tJI I) Ijfl !t._ •J C••,L.•M �
RI-60 111 fflttiLCGEND)11 AND BORDER - GREEN
BAOKGROUND - H41TE
SIrvN APPROVED FOR LSE
UNDER eia1ERAL STATUTE 20-31b
R7-517 FENALTY 516h15 ARE REOVI RIED TO
ACCOMPANY ALL R 7-6 PARKIN6 516NS
ERECTED AIR DEGEMBI:R 31,IggO
NOTEt
SUPPLEMENTAL ACGE99915LE 5115N (R'7-8-a) USIM ONLY
AT 7141± FIRST ACCESSIBLE PARKING SPACE AND AT
EACH VAN. ACCE" 51i5LE SPACE. (5� STD. NO. 50.105)
AOCE551 BLE PA K NO AND
5161NA6E 5 I"'ANDAI \D 5
i':` .i?:Gll:i F'(C�v!:fie:1 �i•. ..,: ..:: �..'t�,;•r.._ti:'.� ..... I:^:w�.`'� .i�i,' .:�IUq � -. �. N'•I
i!
1/8" RADIUS ~-1/2" r )LIP RESISTANT WARNING SURF ISOMETRIC VIEW
1 MAXIMUM SLOPE - 12:1
a HIGRAY"
n
TIN ATT P E� B LES
+ 4' t SEE N°OT 4 - VARI OP r = ., -R i NTIAL-
a 4• �
,. PREFOR r.:EJ ASPH�,LT t E ABLE SLOPE 2S R s -8 1 /S U- ES DE !,i
r', r'� �I .�;
•"G '1 .✓� NOT `0 EXCEED 12: 1 r • x „ i-
!FJ R� �NAwE_J r.: 3D R - 8 -5 4
`� • /
1
' XPANSON JONT z ='
E �.' SEE NOTE 3 �, 1
o
TYPICAL EXPAIVSIC)I�I ,`10INT DETAILwi
�' "
R /y'
VARIES (SU CI T Y O JACK
S'DEWALK AND GR=ENY°SAY PLANS) 3' M N MUM
VARIES SEE DETAIL 401.Ci1 '
1 TOOLED EDGE. (TYPICAL)
4" THICK 3000 PS:
CCNCRETE S/'01
2 12 ate! {
' 1 /2 PE 12 �l✓n;Cl
x �DN SL': � 1 j
+d PAVEMENT --,
177-1 __-
-
>« VARIES, MAXIMUM SLOPE 3: �- COMPAC"--D UNDISTURSED
UNLESS APPROVLL� BY THE SUBGRADE SUBGRADE -'
PUBLIC SERVICES DIRE :T'OR.
-T-11.:-11--
TYPICAL_ SIDEWALK with UTILITY STRIP
R/W
VARIES (SEE CTY' 0:- JA'CKSONVILLE
V-0"MIN. SIDEWALK AND GP,EEN't'4'AY PLANS) 3' MINIMUM
EXlSir,�1" ;VARIES SEE DETAIL 40.01
GRgDE 1 1 TOOLED EDGE (TYP:'CALF -�
.�
4" THICK 3000 PS
--, 12 _ CONCRETE S/`v"r
,
I A /2 ~�"` -- `' `'_ �• 12 CURB
DN SLOPES i1
* 7
PAVEMENT
1�- -... -...
X VARIES, MAX11'r`:UM SLOPE 3:1 `-- �OMtPACsED UNDISTURBED `�;,,a
_ ,, : DE
_ .. H SL;BGRA SUBGRADE ;
UNLtS� APPROdED B : °: E .: .�1:�'f'1-...-�.11:.
PUBLIC SERVICES DIRECTOR..
TYPICAL SIDEWALK with UTILITY STRIP
NOTES•
1. Provide 1 " deep tooled traverse structural score joint with /S" radius
at 6'-0" o.c.
2. 1 /2" preformed asphalt impregnated expansion strip joints to be placed
32'-'0" o.c. longitudinally, adjacent to curbs, when butting existing structures,
f. concrete, or buildings, and at changes in width.
,
f
!: pFJc�IlC1t Of Pufi1CSViEC5 �_.. ; ; �• ,:
. fag:J/www.ci.jacksauviiC.nc.Usoi II, ,-,,I. J.,P.O. sax 128
.�
;• �' �.,ti f::';. ;...,; 'n 7acksonvilie,':V.{.''.283r4I .:ii:i '1'i'i. ...... i:''C:.'r;1L :..!.:.. S'1'•.^�7.ii•.i7 .`i:.:.Gl:.._.....i'i1i .:ti':..
J
l: TYPICAL CONCRETE D �Fo
ALL Ste: >s>04.0
1
�� tTaScafe z404rD3
..........
:.771
:, rt , A► EXPANSION JOINT DETAIL June
,1�0SI>:
: r'••Lth:t.;,: ".. 'a :,�':Y'' ]itiiC20t)6 1 of 1
RETURN
' .a.a .. . . . . . .. . �.. . . . . . . . . . . . . . , A
0
....
,- G. :•i:;.: a .tom 4
5, MINIiv" UPol ' 1 /2" PREFORMED
4'-0" MINIMUM I . XPA-NS °ON S T R P
5' MINIMUM VARIES PER RADIUS OF
CURB RETURN L,..
� , p .co
k Tc . �K ! 5 M NIh'1UM WOO
1/2" PREFORMED "ADA DETECTABLE L` v
/,
ASPHALT :MPREGNA I ED 'A'ARNING- DEVICES" VERTICAL CURB
EXPANSION STRIP ' 2:1 MAXMIJ"� SLOPE PAVEMENT
N
s 1 2
:--_
f
SECTION A -A
zl NOT To SCALE
5 VARIES PER RADIUS OF CURB RETURN---
L`' ` A DEPRESSED 'C DEPRESSED CJR;, 'CURB
1/2„ PREFORMED
ASPHALT � 5'-0„ I 4'-Q.' Sr-vfr 6._Or' 4`•_-0" 5'-Q"
IMPREGNATED
EXPANSION STRIP M€N. MIN. TOP 0.;-
CURB
•,a♦ ri e A QO'4 Q' O b•O.60`'.O.A:A t^ .
VERTICAL CURB . •�
`-- VAR:. SLOP: NOT GUTTER
TO XCE J 12:1
DEPRESSED CURB SECTION B-B LINE
CAST IRON MAT WITr+ BUILT IN TRUNCATED
DAMES `S TO BE SET =LUSH '-'VITH THE
CCh,ICRETE AND THE ENTIRE S:;R-ACE
B.ET.'; WEN THE M,"%T AND CuNCRETE GLUED
WITH EPDXY CEMENT. EACH V.1AT IS TC BE ---r-
NOTES: AT LEAST 2' LONG AND 3' `'PdIDE_ �•� _ �
1. Detectable warnings shall contrast visually with adjoining surfaces, either light
on dark or dark on light.
2. The material used to provide contrast shall be an integral port of the walking
surface.
3. Dimensions assume 90° centerline intersection of streets.
4. Concrete shall be tinted battleship gray. Painted surface will not be acceptable.
Sti1� VjL� . UtI)aranerlt of Public Scnicos �^ '; r= - h J/ww-vr.ci. acksonville.ac.uA
;*G�' P.O. Box 128 r .: ..r,. �N ' S v \ .{ .._.:._.......:
�•. ; s
.•
C
Jc sa vill 8541 ... ..I'I'lF .... ....:;>iU:•1%i:L.;..i:.N ::,.:,Il.�iti� S.>rt'If•,i':i'I;:�?�� '�Li'
is tt e, N C. 2 ®® (�
..7... T����i1 1��A S(?SCAEE: DETAIL
". Not To Scale 24U.1
W!.• .... .�YM11,41rI,A111��
IR
REVISION DATE: SFEET #:
%A - TYPE I 3tlne, 2(6 I of I
12" DRAIN BASIN
CAST IRON H-20 RATED GRATE
FOR DETAILS SEE PAGE 4B
INLET AND OUTLET
ADAPTORS AVAILABLE
4' 1HRU 12'
VARIOUS TYPES OF OUTLETS
WITH WATERTIGHT ADAPTORS
FOR:
SDR-35 SEWER
CORRUGATED POLYETHYLENE
SCHEDULE 40 DW V
CORRUGATED PVC
RIBBED PVC
WHEN ARE INLINE DRAINS USED?
RISER
TYPICAL INSTALLP
TYPICAL INSTALLATION OF
NYLOPLAST DRAIN BASIN AND
INLINE DRAIN
TEE
x<1)
L
MOUNTED ON ANY ANGLE
> TO 359'. TO DETERMINE MINIMUM
.z Aklir [ C DC rl rr'CAf AnAn rr1n<' f•CC
W,,
c[ I
v
12' CAST IRON GRATE
THE INLINE DRAIN CAN BE USED TO THE INLINE DRAIN CAN BE USED AT
ENTER AN EXISTING LINE BY USE OF THE BEGINNING OF A DRAIN LINE
A RISER AND A TEE
AVAILABLE FOR ALL
PLASTIC PIPING SYSTEMS
WHEN ARE DRAIN BASINS USED?
1. CHANGE ELEVATION 2. CHANGE .DIAMETER
CORRUGATED
POLY PIPE
NYLOPLAST TYPICAL INSTALLATION
I __ ...
3. CHANGE PIPE
STANDARD (H-20) RATED
DRAINAREA = 62.7 SO, INCH
HINGED GRATE COVER
jl TOR EASY ACCESS
1`
lIt
t
;0 p
e
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o_ 3 LLLLLLLLLLL
+ LLLLLLLLLLL
o © LLLLLLLLLLL
o LLLLLLLLLLL
o LLLLLLLLLLL
LLLLLLLLLLL
0 o LLLLLLLLLLL
0 o LLLLLLLLLLL
LLLLLLLLLLLIJ
PEDESTRIAN (H-10) RATED SOLID GRATE
DRAINAREA = 51.0 SO. INCH
>MQOTHWALL
'VC
MATERIAL; CAST IRON
QUALITY+ MATERIAL SHALL
CONFORM TO ASTM A49 - CLASS 30B
PAINT; CASTINGS ARE FURNISHED
WITH A BLACK PAINT
tom. „MAT BASIN
PTORS
T ON
CHANCEDIRECTION
��Iq I -'Ir111
%'EVI5ION5
REV. 10/22/5 E'ER
CITY COMMENTS
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DRAWN BY: RDT
SHEET D�

EI-S�FWY BY-PASS­n
5ETn-ED TOP W BEILOV4 SETTLED
TOP OF DAM
C-R ECUAL ;7:LT;7R �­_OTL�i IN 3'-3` OVERFILL (71,
MIRA-
FCIR S=
KCUR� T 0 ­LNONG. ��X Tt-_NO 7AGnI-_ 1; 2" :,, -0 is,
:> B� PERV:TTE
VC A A D R 7S 0 9 R: .4 P VI: L REV. 10/22/& PER
-r COMMENT5
too SEE "L* ON
VATA_ =T
AS D:R--C� 0 13'� C -'RECTnR
S A MAX
2.1 SIDE
N0 8'-0" VAX., 6 17Y ( OMMENT5 1112010b JJ
-0- - EA-� LMA.1 R7AS, SLOPE MA%X
TC 4' N
FILL
L
- s:"rr-r�
J.
NO 1040OPEN Felr-,E POST SLOPE MAX. 77y
. .. ...........
ALLOYeV. STATE REOUIRM
MIN.1
133 L55/LF OR &REATER
FILTER FABR
Ic stuDif:Z0 RATURAL
-L POST.
omi"rdiy Impci-tarit wrl c ro :. 5TEE
weinws is ani';Cipated)
STONE SECTION
SPACE,
e-
WELDED WIRE FENC_
Figura 6.06b Plan of torponry con5,,ruc(lon ontrancia/exit.
TOP & BOTTOM INIRES ARE '0 ERO5ION WNTROL -------
V.IN,, IN7EPMEDIA7
GUAGE
'S 1 FT. LA)ER OF
WIRE ARL 1/2 GUAGE MIN,
51 MIN,
-CN^ INTO
Installation Avoid tuyvei in public rortds arid steep stopts. R_tmove.0 vegetatio and EARTH BERM DIVERSION: CXTCND r �C 6" A66RZ 7ATE VIEN
EXCAVAIEL) IRLNCH
other o.5jzctiojuihL^ raa='al frcm IA., rourdatio ama. Gmd-- V.6 crown (Nr,. DOT #5
During the irlilol construction the locations of the on -site roods are Cleare,
fbunds4lon W positivo dmimgc.
These areas are oten left uncovered allowing thern to erode causing sed!rnent I 1=1
NO-E 1 1600 CAJ.FT./ACRE
runoff, This can rohibited by using earth ber-ris to redirect runoff to SE�---FFAST1.\:.1-4G STEEL POSTS.
If ft slopc tiNvard th o mad excoc4s 211.1o, com nct a ri
controlled low lying areas where sediment piis or other devices are located. D,;Cv`-_- P"S'S 24" IN-M GROUNO S' MAX
with 3: 1 side sjope4, across the fmand=ion DpproxLm.a!_^Jy 15 ft frorn trio IIN CW:NMET��R
cnt:wicc to div----t rtLnofr awsy froin the publ-lc rod (FiStim 6.06c). MAY BE USED,
BRACE POSTS AT
LOW PO�N'
. ..... FILTER FABIZIC,
G1 -C
01R-� SC TION
r mace
-3 CUT
IPPEP OF ANT' VE&ETAION AND ROCT MA
1. AREA UNDER EM5ANKf,� To BE OLEAMED, &IRLeDEV AND 57FJ T.
It is recommended that the first phose of MAX.
OF ROOTS OR OTHER HOOD^/I5G4:7ATI0N AS Pa-L AS OVER -SIZE!> STONES. ROCKS, OP6ANIC, KATERIAL OR OTHER
r1gura am-c- Temporary gravel construction antrwejaxl, with d;vrirslon ir�zfgv v roadway construction be the excavotior. a,^ CUT 2' - 6 4" 2. FILL MATERIAL FOR THE EMBANKMENT SHALL BE FRE:E
oxccod3 21,14. f
EMBANKMENT SHALL E3E COMPACTEV IN NOT &REATER THAN q' LIFTS 13Y TRAVET;?6IN& HITH 5RUIPMENT.
a diversion trench, parallel to the road O5_ECTIONA5LE MATERIAL THE
. N,
way extendirg down 11c. the lowest point. NO*7C 2
-,N DEPTH OF THE TRAP. THIS DEPTH SHALL
'S ORJGINAL VIMIENVOWo PI -EN TH� SEDIMENT HAS ACCUMLATED TO 142 THE DESIC
-eW SHALL M RE�-� AND TRAP RESTORM:) TO 17
SEVIt
BE HARXED 114 THE FIELD.
-7
There are 3 possibie ways to construct DRIVE' OOSTS
4. REM0)(EV 5WIMENT SHALL BE PLACED IN A DE519RATW 121SPOC-AL AREA AND PROTIECTED &AINST EROSION.
'--XTRA C a diversion; size and shape should be 24
MjnjMUnT 0 2.3 -in ah ovt= a stabld 10­L6. oil as
NOTES UNSTAKE S0*11S'
REOU:RED FCR
in the determined -hrough appropriale
Requirements 5, THE PEIR HJST M OOKSTRU<�TED LEVEL AND TO &RAVE TO A99URE PE� ION.
Toe in bockfill rench and compact the
egineering design. into 4
soil firmly to anchor the bo1om of the silt fence so that the runoff is forced STONES SHALL M MACHINE PLACED AND SHOULD BE HARD, ANStLAR AND Ji,*ATHER, RE515TANT. Z
12 ENTIRE WIDTH OF DRIVE FOR EVERY to go fhro�.jgh the fence. No rur.off '�s to flow i.;.nder the fence.
2. To increase storc�e ccpcciy and prolong the life of t�Te' silt fence, excavate a 1 EMER&EW_,Y 5PILLHA*( SHALL BE VIRE5CTW To KATURAL, STABLE AREAS.
P61 WT OF ACCE�'ff^'THE SITE MAINTENANCE: r
6"x6" sediment trench uphill clong he I'ne of posts whenever possible.
Tenst.b.100 FT. MIN.
0 Diversions should be inspected. after
0
4. Total dminage rea flowing to silt fenCe ay not exceed I acre 100 LF. of 5. ALL CA)T AND FILL SLOPES, SRALL BE 2,1 OR FLATTWL
L7 WaShiag faCilley (ij r- a] 3-�rcb %Yahe4 Smnt The excavated mci-ie,icil shoLdd be placed each roinfall and needed repoirs should
qUin4), ic- _q
silt fence. Z
MidHIL111ili, or a corninc=1al rzck, ­astc to a arid cornoacted on the lower sde of -the be made Immediately to both eroded
5. Silt fences sholl not be used at pipe oaflets or "in areas of concentrated flow q. ALL 0ISTLR5EI:"> AREA6 SHALL BE STASILIZEIP 1"-WIATELY UPON C4IMPLETION OF C-ONSTRI)CTION, OF THE 5A61N.
diversion and seeded as soon as -Doss'ble areas or.d areas needing add�tiona!
(creeks, swoles etc.) Z
with recommended grosses and rrulch(. ground cover.
10. TRAP SHALL BE'INS_-PEC,1W REV�Y AND AFTER EACA RAINFALL KT14 PXPAlf�5 MAT* AS NE�RY. LU
SO-14 V11 L4,- 01 11jb& SaNitmis VT
`T-Y o-1 'A 'KSON. 11,17,
I I. j L
V 1. D, tntof?ubjic_ P.O. BUT 128
CT f CK S ON u
<
kckimivillc, N,C. 28541 Z
SCAlk r>rAJLq
SCAIY- DHTAII�q Not To Scalc z,350.02
STABILIZED CONSINUCTION' E111TRAKE. TYPICAL LU
; .1--t7 X
Not TD Scck .2351.01
EARTH BERM RSVjSj0r4 DAM SKRZ-"f.. CY- <
TEIPORARY SEDIMENT BASIN
RHVIMN DAM SILEET v. LL
SILT FENCE
DIVERSION DETA11L 1=,:. 2W6 I af Z
LU
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5EED5EV PREPARATION NOTES, LU C) >
Z LU
Z
1. %RFACE KATER CONTROL MEASURES TO BE INSTALLED ACCOF-DIN6 TO
Z
PLAN. COMPLETE ORADINO BEFORE PREPARINO SEEDBED. n
LU <
ZIPPED AND 5PREAD NITH AVAILABLE
2. AREA5 TO BE 5EEPED 5HALL BE F 2
Z
TOF501L 5" PEEP ON 5LOFE5 5:1 OR FLATTE L 5EEPBED FAO'-7.%IC Tf. B-E I;NSTALLr:)
R. TOTA -R, ENO!= A:,-' TO GROUND
P
PREPARED VFPTH 5HALL BE 4' TO 6" DEEP. IF 50ILS ARE Z
it TO a cot COMPACTED DURINIS, C7R_ADlN6 LOOSEN TO A DEPTH OF (2 Z
LU
3. L005E ROGI<5, ROOTS AND OTHER 055TRUCTION5 5HALL BE REMOVED \-TYP:CA:. NON -WOVEN G'-'O PA-BRIC
FROM THE 5URFACE TO PREVENT INTERFERENCE NITH E5TABLl5HMr:NT
V-SHAPED WATERWAY with STONE CENTER DRAIN
AND MAINTENANCE OF VE(5ETATION.
(SHAPED BY Iv!0TOR PATROL)
4. APPLY LIME ACCORDIN& TO 501L TE5T RECOMI-ENDATION5. 50IL5
NITH pH H1614ER THAN & NEED NOT BE LIMED. IF pH IS NOT
KNONN, APPLY LIME ACCORPIN5 TO 5F_EDlN(5!5PEClFlr.ATION5 15EI�Okq. X TC.N-'D
17
APPLY LIMESTONE AND INCORPORATE INTO TOP 4" TO 6" OF SOIL,
OF THE P Flom FION
5. APPLY FERTILIZER ACCOPDIN6 TO 501L TE5T RE00MMENDATION5. IF :R^O 1.5 TME�� THE 51de 51 2.11 -11 r;-:;:;l I F' 7
ARGFST C-2AMETER 07 THE
NO 501L FORMEP, APPLY FERTILIZER ACCORDINO
THE L\
TE5T HA5 BEEN PEF RO^K SIZ7 IN GRAC ATION.
TO 5EEVIN& 5PECIFICATION5 BELON. -1 Ac4mwlated T- sediment ROUOHEN 5EEPBEF,> 9JRFAGE PRIOR TO APPLICATION. CvROOVE OR
7
I F_ Neep holes
FURRON 5LOPE5 5TEEFER THAN 3; 1, A for
&%wel-sitipported ty ,e
-T. FOR TE
MPORARY 5EEPIN6 OF AREA5 kqHICH NILL NOT 13E BROU6HT TO Fb<ctwoted depth, deNaterin
hcrd4av eloth to olloH
min 11 -max 2'
vRADE FOR MORE THAN 21 CALENDAR DAY5, FOLLON THE
SEAL
-ICAL -WOVEN CEO zABRIC beloP4 top of Inlet
FIRAL C I cnd restric-1;
TYr NON 41
02441
TEMPORARY 5EEPIN& 5PEGIFIGATION5 BELON. 0e,
TRAPEZOIDAL Flor4 0,
01
001/
F10H 0
7
EXTEND FABRIC 12"
EXCAVATED DROP INLET PROTECTION
etc��s. !Dv NrT.5.
Fall Permanent Seeding ...................................... ................... .......... August 15 November 1 -:RAVEL SEDDIN�
Lime.............. ......... ..... .......... ................. .......................................... .. .... ........... ...... ... ....... _ .............. 2 tons/cc
-0 �ASR�C
5-10-10 Fertilizer ................................................................................................................. .......... 1000 lbs/oc PARABOLIC -SHAPED WATERWAY with STONE CENTER DRAIN
0-20-0 ................................................................................ ...................... ........... .................................... 500 lbs/oc
Unscarified Service Lespedeza ................................... (SHAPED BY BULLDOZER)
......................... ......................... .............. 60 lbs/ac
Ky-31 Fescue ....................... ............................. ........ ............................ ......................... ............... 30 lbs/cc
NOTES.,
RyeGrain .......................................................................................................................... ........... ............. 25 lbs/ac
*Straw Mulch . ................................ .......................................................................................... ... ........... 2 tons/cc i 1. To be used where excessive storrnwcter velocities prohibit vegetafive linings.
2. Size of stone must be determined by appropriate design procedure. 7-
U.
of Publir Scryi= -
Fall Permanent Seeding - Centipede:.... ........................ September 1 February 28 0"Yof JACKSONVILLE fitLP:1'www."',jL
P.O. BOX !28
SCALZ DETAr-ft
Lime ...... ....................................... .. ............................................................................................. ................. 2 tons/cc
Not To Scak z351-04
Feri RIP -RAP LINED CHANNELS for
ilizer (low nitrogen approved for Centipede) ............. (Appropriate fertilizer approved
REVISIONDAT-a SREPT4:
for Centipede cpplicafion) THE CONVEYANCE of STORMWATER JL,,,, 21M I dr I K
RyeGrain . . ............................ . ................. ............ ............ ................... ......... ............ ......... ..... ........... . 90 lbs/QC <
Centipede Seed . .......... .............. ..................... ................................ . 15 lbs/ac (overseeded in spring)
*Straw Mulch . .................... ... . .. .......... .. ....... . ...... .......... ............................ . .................... ........... 2 fons/ac
Winter Temporary Cover ..... ............ ... . . ............ ......... ... ...... . November February 23
13
T_
Lime . ......................... ................. ........ .......... ........... ......... .............. .................. 2 tons/cc
PIPE OUTLET TO
PIPEovn.ET To FLAT AREA
1 10-10-10 Fertilizer . ....................................... ....... ....... . ........................ ....... ................ .......... . 700 lbs/cc
EFINED CHANNEL
PeLL-VL
-DEFINED C44ANNEL
NO PELL
Oats ............... ...................................... ..... .......... .. .................................. .. .... ....................... .................. 50 lbs/ac
Rye Grain ...................... ........... ... .. . .. ........... ... .... ............................ ....... ............ ................. 20 lbs Baf fl
0
/CC
.......................................... ...... ........ ...... .. *Straw Mulch .............. ..... ........... .... ...... 2 fons/ac
A A A A
Z
Spring Permanent Seeding .............................................................................. March 1 April 30
. ...... ..
(7
doLime ................................ ................ ... ...... .................................................................................................... 2 tons/ac
.... .. ....
-10-10 Fertilizer ........................ ... ......................... ........ ............................................................ 1000 lbs/cc
5
Erthen
0-20-0 ........ ............................. ........................... .................................... ............................................. 500 lbs/cc >
bankmant Em
......... ...
in I eTe�"v §1
. ..... . .. .. .
Scarified Sericea Lespedezo ............. .............................................................................................. 50 lbs/cc Z
. .. ..... .
LU
...... . ....
Ky-31 Fescue ...... .................................. .. ...................................................... ........................................ 30 lbs/ac
_j
. ....... ... . .............................................. ...................................... ... Pion
Browntop Millet ...................... 20 lbs U)
/cc
. ...... Plan
. ... ......
*Straw Mulch ................................ .. ................ ........... ......... ........................................ ............ . 2 tons/cc
Spring Permanent Seeding - Centipede: ...... .. ............ ........... ............ April 1 July 15
. ...... Lo
0-7
Lime ........................................ ................................................. ...... ............................ ................... ............... 2 tons/cc
Fertilizer (low nitrogen approved for Centipede) ............ . (Appropriate fertilizer approved
for centipede application) ...... .....
Figure 6.65a Porous bafles in a sediment basin. The flow is distributed evenly across the basin to reduce
..................... ....... ... .......................................................... .......................................... 90 lbs/cc
-oil
flow rates and turbulence, res t no in greater sedimen't retention.
.......... 2 tons/cc
*Straw Mulch ..................................... ...................................................................... ............
TER
ILTE,
ne:�e talled coi ecily in ordier fully pirovide their benefits
5etWon AA
Late Spring Permanent Seeding. ........................................ .................... Marck 15 June 30 C 'cillowi-, k-ev po`wi:
Refer to F' i.65bnd the I
InIct Zone The L-affic =Lerial necds (o be secured a, th- burtom and s�dcs usin- Section AA
Lime. . ............. ............................ .................... ............................................................................ .. . ........... . 2 fons/oc ouflct, CIO
....... ... ..
-10-10 Fertilizer ................. ... ...... .... ... ............ ......................... ....... ............ ..... .. ...... 1000 lbs/cc 13z; /0 of Surfccc at -cc sLp)cs or by ireqcIting as for sift fence. LU
10 .. ............ PPROV
.......... .............. .... ........ . ....... 500 lbs/cc
La IS THEE Lli�N16TH OF THE RIP RAP APRON.
rcr-dily uccessibe for mintimunce. 'FT CORNER
DIMF-NSIONS SHOKN ON THIS PA6E IN UPPER LE
Scarified Sericea Lespedeza. ......... . ....... .. ..... .............. .... . ...... ... ....... ... .40 lbs/cc PIFE VIA. CA
DETERMINED B' NEVi YORK 00T METHOD.
IAe
6FNr�RAL N07ESt
RAP -tom OF WATE
of Sul -face at -cc
'AGEMENT Crj ISSION
.5t Chcmbct-
IN
ROUNA ENARNONMEN 0-20-0 . .... . ..... .. ... ... ...... ... ..... ...... .. ... .................. Most ofthc accumulaic in Lhc firsi bay, So Lhis hould be
Common Bermuda Gross (hulled) ....... ........ .. ... ... ........ . ...... . ....... .. .... .. ...8 lbs/ac
*Straw Mulch........ ... .... ....... . . .... ............... . ......... .. .. .. .. ... ..2 tons/cc
Support rope Support PCs+
-ION
1. La 15 THE LENSTH OF THE RIP APRO to wire to pre
August 3 24"into bol,
Summer Temporary Cover ............ ......... ...... .... ............... .... ...... ....... June .30 Stake to support QUALITY
t
nq
vent saggi wire
or s�da
Lime ................................. ........... ....... ....... ... .... .... ............................................. ... .... .......... ............. ... 2 tons/cc
Second Chambar
2. d 15 TIMES THE MAAMUM STONE DIAME I ER BUT NOT LE55 THAN 12".
1 -10-10 Fertilizer . ..... .......................... ............ ...................... ............................................ ...... 700 lbs/CC 2 05% of Surfacc arce 3. IN A NELL-DEFINE�D CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN
0 PJ PRAP
THE MAXIMUM TAIlLYiATER DEFTH OR TO THE TOP OF THE
Browntop Millet ................... ......... ................................ ............................................... ................ . 40 lbs/oc ELEVATION OF rp" AE30VE
BANr,, ViHICHF-VER IS LESS.
............... ... ................................ ....................................
2 tons/cc
*Straw Mulch .... ............
Outle'r 4onc
ALE:
-.00 4. A FILTER BLANKET OR FILTER FABRIC SHOULD 5E IN5TALLED BETV4151514 THF=
'15% of sur
.. NT5
face area
NOTES:
RIPRAP AND SOIL FOUNDATION,
. . . . . . .
5. OOMPACT ANY REGUiRED FILL To DENSIT OF 5URROUNDIN6 UNDISTURBED
1 Mulch will be doubled if crimping is the' method used.
[;1ATE:
MATERIAL.
5/20/2005
Coir mesh or similar. stopled or
ON V I L Deparrment o; Public Semms http://www.ci.jacks
onvOlecus,
to bottom ride
trenched in
P.O. Box 128 TYPICAL COW.,. ro. RIP RAF MAr BE FIELDSTONE OR ROU&H GUARRr TONE AND SHALL BE HARD,
FLARED END
Jacksonville, N.C. 28541 AN&ULAR, AND VJELL-ORAPED.
A
SECTION FIROECT:
Figure 6,65c Example of using sill. force with lits cut in oanli ilmmaiing of wire f0ty of High PoinL, NC SCAI.Z DETAIL# 1. 60N5TRUr_,T APRON AT ZERO 6RADE. TOP OF IP RAP SHALL BE LEVEL HiTH
SEEl"J"ING Not To SmIc 2350.01 Figure 6.65b Cross-section of- a ;orous baffle in a sediment basin. Note tha there is no weir because the water
THE RECEIVIN6 CHANNEL OFZSLI&HTLY LOPqER,
lows through the baffle material.
ISOMEIR110 vieN
REVISION DATF_ KMT 4:1 DRAM 5�'r: RDT
5. ALIC7N APRON NITH RECEIVIN6 OHANNEL OR STREAM. ASSURE APRON 15
1, JL June, M
SPITECIFICAr"ONS of
STRA16HT THROUC7HOUT ITS LENGTH.
q. END PilOTH OF APRON TO 5E EOUAL TO HIDTH OF RECEIVIN& CHANNEL.
6.65.2 OUTLET PROTECT101 \4 SHEET t:
BAFFLE DETAILS.

1 Bald Cypress
10 CompaCta Holly __.........-. '
1 Red Maple z--8 Compa£ta Hoilly
`-irY� 1 J - __-14 Blue Star Juniper
�'�• l ,-----._ 8 Gold Mop Cypress
> > ► f----- 2 willow Oak
t i•, � ' � ;E -12 Blue Star Juniper
8 Gold Mop Cypress14A '
^ ; ,41
;. "�" • w' i1 %; •,,�i' '` '1, f r_•-•- ......_.._...., 10 C�nZ >t�£Lt3 f #flll
'rC11 LINE
" , r✓ n _ P Y
2 Willow Oak
,4 "Mai
7_-...1 Crape myrtle - 10 Indian Hawthorn -...
u >:
'-t
1
i Burning Bush •.-� � •---•,... - �- „ ,.. ~� i ..
3 ` ' ''
1 L i.�• �� � � f � f 1 -
• 1 American Hotly 12-1 � j�) T _ w�.:..,:' �" ... � .� ... � .- � �� ,':;;'::7�::•, :. 3
35 Com acta Holly
2 Crape Myrtle -•-- �'� r •.y::� a.,� ..-,2 BED 3` �a
DR00tf 12-2 BEDROOM
IREA .05
ll
\Cb
'., , :r';• ,'fI _. •.,,..%,,.... `' ,RETA� :r.., :rR •i `-_ r '�',�..�• T i 1 :.r AWALL
1 Sycamore _... ,.. _:....n. _ t } it .s
! r '•J' 7 s..�— - �"
3 Variegated Privet
1 w. ,•<: f ^+,-• ;:i:.,, j• 1 . 1 r ..� .�,.=«f .ra�„�,.. .rw�+rr w...w.e ..w..e....++wl '#
-•Y .,T ii .. •Y�' 17
a f Pe r T! re - „j .% _ni�i r f.•{ i EDi y
. 1 f,» 7t...1• w ,'ti'eetha Magnolia_•.... \ 'i - �' r i . i• - 4 ' ;:.� l'4'' J 1 �•.•,� ..arm wrwlli..�. www. wrr.rr +w�lrr. w�o..�•{n
STORY
t. •i .•v_ r' _ r/ �i r= .:+, . .. ..... ..._ .. ! .. �,.. ,.,:, � ;• i• r !• �•..: ,.,,,,.� \ �• LJ ,n T�v►•� �•
.• c^, ••/ �rji .. '. Je` ..•. -;,' •,:.;.•. r•; ;+ r, 1 oy^r �i`a ./" M1 VQj'•/j rn
• t etbay Magnolia 4 t
- s �,..�.�.�. 32 Dwarf Bu€ord H ..�.i I ; . �' �. f- ��:� � _ ti� �Q��� � 5.
' oltY 1 Indian Hawthorn • .. M, 12-2 BEI7
. 5 Eleagnus r ' •� ,,:.1:. { r
b-1�I
3 BEDROOM
OOM
1 American Holly __ YrM
12 Indian
V ..� S•••,?'•, ,:, .wn:,•, • *,• :.....:,..,.. a''` 1E ..k.:_:; . �';'; ;rri
-#awth vrn ^+'. , •'°" -
S !Dwarf Burford Hoy
1/
._..� ea Green _
s
Juniper
-� e. i 5 liar. L�r6o e
, \,•.','
•'1 Y v• i' V ..yr.
• ., ' \. ! ,•' J � � •w i'. u.. •t .., ;_•e. ._.w.yye.etleCCliirr 4- .r
.�.. Loropeta
CA
lum .�
i River
• -. •.� � ..,:, �• \,' . . � Rev � k•..
er Birch R �' �' 24 Blue S
.,�. �.M.• .».._-.,,,...µ-,:.... . f Nellie Sevens Holly�'" tar Juniper $
ENC A'�' POND :....... , 3 Bald Cypress
iris:•!'.. sn.••'''�� .` .-�; - ..... ...... .... ♦ „S. - -- /
:
.'�•a,.,,. .1. ... Irri
'.
1 Red Ma I .
f 2 Bald Cypress
z
Ok
1 Sweetbay Magnolia +- _ " . •.. ..-.. .. �,• f'"
2 River Birchy;000= r 1y I
•' �- .'7 ,C:rS.• e i } !1 1�..•,`l ••lt: 1 \ c .f� s , • • ^ - i :'•F 1�• . ..
FENCE
/f ``S`�Ai,"..,�.,,V '`�,,• ATOItiO :;.... -, ,.' • • -- 38 Dwarf Burford Holly
f • Q a' t`'' , s •'aY �K t .. .� : s' �••. s • ~•1- • R { ! ` • �♦
N/F
m
ilk
Cam. T�R # �t �-�... .,,•.� .. ,, :,. .,� `S,r' `; -��''" __ 3 t�
__- ..1.-_ �r :.�. 3 Curl
' :.. 1 bVee i '� cf I-lol[ -�- 8 t n d � raa�-i Hawthorn
o r u !
h•
.---...:::.:. - -17 Se P ng willow �• . ; YP Y n
kCJ Q 2 E -"",� `.. ..,-,,,, ,.�, a G �.� *�: �` 2 $t3 I d Cypress -
E-r ��"`'" -�-..� 9 Sweetb n Juniper `�, R . • Dwarf Yaupon Holly - - - j , >
n � � 3S
E �,�,��--�-�.._._ ..______ ay Magnolia,`: ' '': 1 �weetbay Magnolia
VA G A TVol
ZONED 5— _ --- u t • .. -4,
2 River Birch
Shumard Oak �- '� .� 1 Southern Magnolia
40, doomINFORMATIQ
24 Carissa Holly
f 1 'I �• �,
3�
`yj Y./Y Yr'1/ • �t
V � I � / `�K J• i,� i � �r l '!� Oar/►
�tI }p.�, .ram q( 1 }}��rMy#'���JJ�; 7=: 09.
/�."` Y460 PS jl i Vi jTAX MsK'M-i O rat���-" . p �,. 4 w'i r•./ 1, ,.
PIAIT LANDSCA SUMMA _
PROPOSM : GU-TGA
2 3 acres TOTAL AREA:., ,
12
Gold
-111 u� .Ar gypCypress
Juniper
yMg sp re s s
ff
IMPERVIOU S AREA ....'1tl Btu ILII`�GS: U. 3 acres --- ,�'► !_ `S`
� 12 Dwarf'Yaupvr: holly =.r .- ,,•-,- `�. - 3 Live 0 k
' IMPERVIOUS AREA `VtT/�? BUILDINGS: 6.59 acres/287,060 s£ � � � � .....,.; � �� � ;.-;.,, .- �
- o - 7, , I 12 Dwarf Yaupon Holly f
LANDSCAPE REQI:.�IRED: (12 /o - 34,447 sf``
Y•r,R-~t'" ,,,,�, ,,•,•a
LANDSCAPE REQUIRED IN VA.A: 17,224 sf ..,.,.. • _ ` �' , 3�# Larissa Holly .•_� - r... '
-AJO
TOTAL IMPERVIOUS SURFACE RATIO' .41 k •"•� i 3''Ct Cr.ar•-ri-s-�s-
a Holly
ISIMMODERATE ��,59 ACREs= 2�7,0�0 �}
REQUIRED LARGE
- _
•� \
N:
TREES: 57 (shown 65) 1!5,,�
� � �� '- I t .:ram _ + � Yr,*•'•• /• �Y • • !
REQUIRED LARGE SHRUBS: 115 (shown: 157,90% evergreen)� 1 � � � -' �� �
l --' .< -9 Indian Hawthorn
. � REQUIRED SMALL SHRUBS:172 shown: 205, 9�}% evergreen) 4 .,.�. �� ��' .,•-�- - • � _. ,��:�' .,,
'18 Blue Star .Iuniper./ -
I frnpeM1inu� 5„Hiue ' f.a:.cc.krid,uw•I l'rccc ! 3.u.,c�ivuhc ",•. � ! .;,+.�• . - . •. �
!I { i Sn:ill �hub5' >:c:;,nr.S I ` • � � ' 41�� J
rigvt,n, I is? I � RreillRYi xT Cvm' 1lxxr ` uatui:t,1'iK C,'lT;' t4 )acr C,'lry I U1:r vG.P1, � •• �..; iI
Yr•.4
if•.•i!R!r•n:cif-�iw, ; tr._> i1.k ..s..t «
•'�\ � •.
EXCEPTIONS & DEDUCTIONS: ] `
1,--3apar;e5e riaple Cn
, �... >~----- .100
48 Pink uhly Grasse:
4 .. •Sy 1•
} � STORM: WATER POND IS INCORPORATED 'Vtr1 THE `�..-... --'- .---...-r--•.
Red Maple
LANDSCAPE ELEMENTS
9 STREET TREES at 1/30' OF STREET
1 Shumard Oak d�• � � ti �' ` �; ,�.:•.,` r '��. �-�
EVERGREEN SHRUBS SCREEN VAA AREAS FROM STREET R/Ws
yt •tt-. • .`':!+I,;eicys!?:.. ;,r.•rrati•.y� •r .. _ 1 J . �\�, % � � f � '� - }'.i ; V�/�`
PIN
9 in than H a W t o rn ''_`_'— ,• r ,f �/ -� ,1' `mR �\ �� I:5 SF/UNIT (40 (I BDRM) X 15)= 135 5PACE5 J � Byte Star �uniRer � � _ � i- 3 Red Maple
f 2.0 SP/UT�tIT (I?4 (2 8 3 BDRN) X 2.0)= 348 WAGES ; ��-�-�--....., F.< P
E -� � ��f ...,.r,.., f > . 'Q 3 Shumard Oak
TOTAL, PARKIN6 R�JIRED: 453 SPACES ; �" � 1' V1t �--.. - - Red Maple
20% PARKING REOXTION � CITY ORDINANCE, 1 f f��`'' 3 P
Tao d toot a,N to be 2 i ► �: �•,, j
ICu7•fts abo-e 91 graft � SECTION ON f O2, PART 8, 1�4T�4. � � � ` �• , � 1 � \�
onfmpPfWYAb&O. CPO �• q1 5PACE REDUCTION = 556 REQUIRED � / -----•�,�-.._. �, � � � � �
r wkn 3 m 4 ft,CAC axu r"OT Pule" r* o�
icoat !a*c + xernmr tr•eu aw: WrAL PARKM FROVUXV3�••�
PA 1186 W-tvand
of n1a%m W V ��V,.V s Vt / y./1:�d
r MF•:'+• •aPgy, ;pp,Ywyp,lf Fr j • t: r
"we Oe'9cd han: too
32 WC, 5PAGE-5 `-' � • `'��, �' `'��,, �` ` •� ' T •
• ,� ' , _ �: -. - : � ... _:. Z GAIRR, SPACES �- - �. r c . �►
{ 't ;• ,��� - .ter � .Z .. •- t A-•-3 Sycamore 561 SP 1/30ilf
. TREES D COMPACT SPACES ,.e � � „f % i REEJ
4 Zelko//'�va}'--•- \3, 12 LARGE DECIDUOUS
'+ h�7•t"4zVicwdhd.,_ _ .. 4 Live Oak c 4b3O r
the fax toll ' • J
NOTES.
i, ALL TREES ARE TO BE NURSERY GROWN AND LOCALLY ADAPTED, BAt,i AND 8U3t(,AP (B6$) � D���
2..��- 11
PREFERP60. MINIMUM TREE S1zE ►5 2- CALIPER , :A�
. REiHQVE ALL TREATED OR PLASTrC.GQ�eT'� ,D BURLAP, SirSF' RPffYG, WIRE OR TWINE FP,QiIt 320�/�� ti
RCJClCONTA 1 f 30 LF = 5 ,F t" �F�����`,M"
• 3. FOR CONTAINER GROWN TREES, C�tREF(1iLY REM4Yf: THE PLANT FRC3fit THE CONTAINER
D OR
WATER TREEANU CUT AFT -ER PLANTING, fG, FO MULCH,
12 LARGE DECIDUOUS TREES
a. WATER TREE AFTER PL.RNTfNC7- FOR O�ULCN, USE PINE NEEDLES OR Sl;ASOlVED MULCH AND
USE NO )WORE THAN 3 TO 4 INCHES DEEP. ♦ NORTH CEAROLINA, ONE -CALL
rREC WRAP rS OPTIONAL. CALL BEFORE T Oul DIG f,., t
"IT'S THE LAW, F.5 q �
STAKING IS OPTIONAL. RUBS EA, HOSE RNt3 RAPE OR WIRE FOR STAKING !S hfdT ryry �i►y�y0
RECOMMENDED. 3/<-NYLiJN $TRAP OR TRi"E 8?ACE STRAP fa PREFERRED. STAICf1YG 1-800-832-4o4Q \ f � ("�
SxOULA BE REMOVED APTER ONE GROWING SEASO w <•� Y C � i i
r
0 4 2UV
........ .......ZONED E3- I tI-- OEM
THIS DRAWING IS THE PROPERTY OF DES GNATURE AND IS NOT TO BE REPRODUCED
IN PART OR WHOLE WITHOUT EXPRESSED WRITTEN PERMISSION
M1
a <X
r
lr • a r O, ASLA
i
JACKSONVILLI�,
NORTH CAR.OLINA
BLUE RIDGE COMPANIES
5826 Samet Drive, Suite #105
High Point, NC 27265
[phone]
DLUE. r%lr*
`�GE
.: C - 0 .'M P A ..:N • #:' 'E 5
SITE
LAN1_"'1S(`_A PE
PIA1 •
DATE .�
PROJECT NO.
SCALE:
DRAWN BY:
REVISION:
evdu( f PLI&4f5 J16T O.ddA N�

d do i
4.
.4.. 14-
"ASE
!'PH
NN..
t
V.
n
W
di
%
j.
k
k,
A
%r
L
'00
o A
0__ rs�; fV
X!,
Y
IP
4 zq.,
Z
r�
s ;7
.N
J-0
ft.
!rz
Irv,
00000'
V 'i� '7 4:94
AV
'ook
NY T.
o Ai
Or
•�: 'Y7,.,. •T � �•� �Y..r_. :.. _t."•.h•+•�l,w. ~ 't,p�;r M%v�wlr�e;•�:�i-�A►a�n•rt 7rr• '"�:�• __.•� t � J' ,I" �•i .."!" • � � 6
Z4-1-
lot..
try 3 Zelkova
S FT E
F Dwarf Yaupon Holly . . . . . .
NTS 7 COmpacta Holly
H A S E
Vol C�ap
e MYrtle
Red Maple
RUN*
7 Nellie Stevens Holl
21
y
76 Willow Oak ®µ _ � � ��/7r��J
7 C7 #
A:)
-T
2 Red Maple
'O"Oe ti 8 Carissa Holly
000101\
J.
2-2 12 -1 BE'E)
4L A.
Z
24 UNITS
10
9 Blue Star juniper Viburnum
713urning
7 Indian Hawthorn
n - Bush -
2 Syca re
;V
­2 Zelkova
*41�
oo� I Shumard Oak
I r/ 3 Zelkova
7 Nellie Stevens Holly
2 Red Maple 6r 't
&r
Ae
Ao, It
10000,
.4-
/_Q N.
000
N
CO
0'.
Ire,
40
4 Willow Oak
9 Indian Hawthorn
3 Gold Mop Cypress
4
2 Crape Myrtle
3 Shumard Oak
V
Z
M
I* Uwart Yaupon Holly
10 Compacta Holly
VOLLEYBALL
G O-URT
2 Willow Oak
FOR LANDSCAPE IN THIS AREA SEE 7 Indian Hawthorn
L-3: CLUBHOUSE LANDSCAPE PLAN
2.4 UNI'T5
6EDF10
b-5 13FDF,00M
20
Abelia
Abelia grandiflora 'Francis Mason'
3 gal.
2
American Holly
Ilex opaca'Greenleaf(or sim.)
4'- S'hgt., V cal.
9
Bald Cypress
Taxodium. distichurn
2'-2 1/2" cal., 8'-10'hgt.
100
Blue Star juniper
Juniperrus squamata'Blue Star'
3 gal.
18
Buxning, Bush
Euonymus alatus compacts
3 gal.
106
Carissa Holly
Ilex cornuta'Carissa'
3 al.
88
Compacta Holly
Illexcrenata'Compacta'
18"-24" hgt.
9
Crape Myrtle
Lagerstroemia indica ( 2 different varieties)
6'- 8* hgt., 11/2% 2" cal., multi -stem
3
- Curlyleaf Lietrurn
Ligustrurn japorucurn conaceum
V"-36` hgt.
125
Dwarf Burford Holly
flex cornu ta 'Burfordi Nana'
18".24" hgt.
109
Dwarf Yaupon
Ilex vomitoria nana
15-.18" hgt.
20
Eleagnus (variegated)
Eleagnus x ebbengei'Eleador'
;3 gal.
37
Gold Mop Cypress
Chamaecyparis Eisifera fil. 'Gold Mm'
15"-18" hgt
92
Indian Hawthorn
Rhaphiolepis indica'Clara' (or sim.)
al.
3
Japanese Maple
Acer palrnafum.Blo�good'
5'-6'hgt., similar shape
9
Live Oak
Quercus virginiana
8'-10'hgt., 2"-2 1/2' cal.
39
Loropetalum
Loropetalurn chinensis 'Burgundy'
3 gal, 18"-24" hgf.
20
Nellie Stevens Holly
Ilex x'Nellie R. Stevens'
5'-6* hgt.
48
Pink Muhly Grass
'Muhlenberaia capillaris
19
Red Maple
Acer rubrum 'Red Sunset' (or sim.)
8'-10'hgt., 2"-2 V2- cal.
5
River Birch
Betula ni-ra'Heritage'
8'-10' hgt., 2"-2 VT cal., multi -stem
24
Sea Green Juniper
Juniperus chinensis'Sea Green'
3 gal.
10
Shumard Oak
Quercus shumardii
V-10' hgt., 2"-2V2" cal.
I
Southern Magnolia
Magnolia grandiflora *D.D. Blanchard' (or sim.)
T-8, hgt.
14
Sweetbay Magnolia
Magnolia virginiana
5'-6'hgt, multi -stern, Y-1 1/2" cal.
7
Sycamore
Plantanus occidentalis
8'-10'hgt., 2"-2 112- cal.
15
Variegated Liriope
Liriope muscari variegata
I gal.
3
Variegated Privet
Ligustrum sinense'Variegatum'
3 gal.
10
Viburnum
Viburnum tinus'Spring Bouquet'
3 gal.
1-
Weeping Willow
Salix babylonica
6' - 8' hgt., 1% 11/2- cal.
14
Willow Oak lQuercus
phellos
8*-10' hgt, 2"-2 1/2" cal.
13
Zelkova IZelkova
serrata
s,-io, hgt., 2"-21/2" cad.
Mulch: 3%4" Pine needles
Lt�
1ATCH LINE
FUNDAL SCOTT ROMIE, ASL,.-
The
at
CCZYOlZ72Q
jAk._N,-)U1N V ILLt,
NORTH CAROLINA
y7�
BLUE RIDGE COMPANIES
5826 Samet Drive , Suite 4105
[phone]
PROJECT NO,
SCALE:
DRAWN BY:
REVISION -