SW8000104_APPROVED PLANS_20000412

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 00010q
DOC TYPE
❑ CURRENT PERMIT
m APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2000 04 12
YYYYMMDD

i
ABREVIATION
LEGEND-
SYMBOL LEGEND.
EIS
= EXISTING
IRON STAKE
TREE:
EIP
= EXISTING
IRON PIPE
ECM
= EXISTING
CONCRETE MONUMENT
LARGE SHRUB'.
EPK
= EXISTING
P.K. NAIL
SMALL SHRUB:
SIS
= SET IRON
STAKE
N/F
UDRT OF N.C.,L.L.C.
D.B.1275 P.150
GRADING LIMITS
GRADING LIMITS AS SHOWN ON SITE PUN. CONTRACTOR SMALL LIMIT CLEARING
AND GRADING OPERATIONS TO WITHIN LIMITS SHOWN.
DISTURBED AREA - 3.58 ACRES
SCM
= SET CONCRETE MONUMENT
ZONED RM-6
RIP RAP DISSPATOR:
--
c>a � (USE: APARTMENTS)
SPK
= SET P.K. NAIL
SILT FENCE'.
MH
RCP
= REINFORCED CONCRETE PIPE
WM
= WATER METER
DITCH CHECK Dtv '
TOP=31.02
VICINITY SKETCH - -
-
WV
= WATER VALVE
MH
INV=21.82
FF1
NOT TO SCALE
MH
= MANHOLE
CONC. BLOCK FI'_-FR. TOP=33.41
❑
MH
I
MIN
= MONITORING WELL
� INV=28.88
TOP=33.29
ZONED RM-6
CONSTRUCTION NOTES:
PP
= POWER POLE
- INV=28.09
_; _
CURB CUT
I
SL =
SECURITY LIGHT
-- -- -
(TO BE REMOVED)
1.
LOCATION OF EXISTING WATER AND SEVER MAINS TO BE VERIFIED AT THE
_
TIME OF CONSTRUCTION.
C/L
= CENTERLINE
- -
I 2.
CONTRACTOR TO MAINTAIN 10 FEET OF HORIZONTAL SEPARATION BETWEEN
R/W
= RIGHT-OF-WAY
WATER AND SEWER SERVICES.
SIS
S 74'31'36" E 411.14 '
3.
WATER AND SEWER SERVICES PROVIDED BY THE CONTRACTOR.
N F
= NOW FORMERLY
I
4
ALLCITINSTALLATION
STALLATIONVOF SE EREpFlCATONS. AND PRACTICES SHALL MEET WITH THE
FH
= FIRE HYDRANT
\
SPK
'�.
I
5.
CONTRACTOR TO PROVIDE POSITIVE GRADES FROM BUILDING TO WALKS AND USE
INV =
INVERT
\ THIS AREA TO
g
FILL AS REQUIRED.
GW
= GUY WIRE
GRADING LIMITS (TYP) REMAIN UNDISTURBED
N
Q
I 6.
THIS SITE IS SUBJECT TO SELECT CLEARING AND NO CLEARING WILL BE DONE
Q
�^
WITHOUT THE OWNER OR HIS REPRESENTATIVE'S APPROVAL
-F-
= 6'CHAINLINK FENCE
7.
SITE SUBGRAOING: TOPSOIL AND UNSUITABLE MATERIAL REMOVAL AND DISPOSAL
-E-
= POWER LINE
_
SIFT Tm
� �
I I
Iz
ARE REQUIRED TO BE DOME PRIOR TO PLACING THE SELECT BACKFILL MATERIALS.
F
CITY OF JACKSONVILLE
ELEVATED WATER TANK
I
SS
J
N /F
CITY OF JACKSONVILLE
D.B. 986 P.787
ZONED 0&1
(USE: MUNICIPAL)
NOTE: PRE -CONSTRUCTION O 13 (SIS
PRE-CONSTRUCTW N tCis
LOCATE EXACT WATERM AIN LOCATION k DEPTH POST CONSTRUCTION O: 9, S.T1 cFs
Y 8. ALL STORM WATER HANDLING FACILITIES SHALL BE CONSTRUCTED IN ACCORDANCE
EIS FEN - - i I a SITE N.CESS:. STANDARDS AND CONSTRUCTION
TIONS
K 9. SITE ACCESS: ACCESS WRING CONSTRUCTION SHALL BE LIMITED TO ONE DRIVEWAY
< AS SHOWN ON PUN AND SHALL HAVE A CONSTRUCTION ENTRANCE %IT AND SHALL BE
14' ; AN 24' x 50' x 6' DEEP FOR REMOVAL OF MUD MATERIALS PRIOR TO
4' ROOF -BRAIN- TIP .__.. . __- 4'-ROOFD A1N EASEMENT m LEAVING SITE. (SEE DETAIL)
r DaN 10. ALL PAVEMENT AND STONE BASE SHALL BE INSTALLED AS PER N.C.D.O.T.
STANDARDS AND SPECIFICATIONS AS SHOWN IN DETAILS
11, SUBJECT TO CONFIRMATION OF WATER METER SIZE ADEQUACY.
UNIT T HOME PARTME (2 BDR ) z 5 U IT TOWN ME APA ENT ( BERM) Iw 12. MAXIMUM BUILDING HEIGHT IS LESS THAN 50'
(2 sTg2v NOCO FRAME 9gNG sTRucTWN) 8 (2 TORY - ,MOOD ,�MEJgNtt I 13, AS THIS SITE IS DEVELOPED, ALL ENVIRONMENTAL REQUIREMENTS SHALL BE MET.
P ay"' HJ fF - U.5c FF. - 3&00 s cN) 37 14, ALL POWER POLES, LIGHT POLES, ETC. ARE TO BE RELOCATED TO ACCOMMODATE
m� R § i,i. - 35.2 F.F. - 34. R' PROPOSED CONSTRUCTION.
MLN MIS' 8 Fi. - 3ws0 FF. - 34.so F.F. - as.00 F FF - 35. 15. CONTRACTOR TO LOCATE ALL UTILITIES PRIOR TO CONSTRUCTION.
F.F. - J4. F.F. - 31. O
V v'00 y„50 E I I 16. DEVELOPER TO INSTALL STOP SIGNS AS SHOWN.
L1 FF , y" Ff +_ i ♦ _ 6 - 17. HANDICAP PARKING SIGN IS TO BE ABOVE GROUND AND BE EITHER R-7 OR
Y. I I 12-8 SIGN.
1 11 L7L_j
L7�L
20' I TEMPORARILY BARRICADE 18. NO NATURAL GAS ON SITE.
1I y I - P 7 I I ENTRANCE 20 ALL DRAINAGE SHALL 8E SHEET DRAINAQE OR WITH SURFACE DRAINAGE ( O SHOWN).
FF u �_f u � � DURING CONSTRUCTION 20. ALL CLEAN -OUTS IN PAVED AREAS TO BE HOUSED IN CAST IRON VALVE BOXES WITH PLAIN TOPS.
\ =0 y� 5• SIxwW . I I R 21. CONTRACTOR TO PROVIDE HANDICAP RAMP AS REWIRED BY THE GTY OF JACKSONVILLE'S
♦® ® w I SPECIFICATIONS.
tRT w CD 22. THIS PROPERTY IS NOT LOCATED IN A FLOOD PLAIN ACCORDING TO F.E.M.A. MAP 370178 - 0009, 1
EFFECTIVE DATE FEB. 15. 1985 AND IS NOT IN AN AREA OF ENVIRONMENTAL CONCERNS.
5 20' FETE LANE °�, . I 23. THERE ARE NO DRIVEWAYS, CURB CUTS OR SIDEWALKS WITHIN 125' OF THE SITE BOUNDARY, e�. TT
EXCEPT AS SHOWN.
Js ,� DROP • ?0. 0. a ` I I Y I 24. ALL EXTERIOR LIGHTS WILL BE LOCATED AND POSITIONED SO NOT TO ADVERSELY AFFECT �b /Nr•'� I ,/
Q 3 INLET • -4- I- C`.� 25, THERE ANY FARE NOASTRUCTUR S WITHIN ROADWAYL LOTS OR 50' OF THIS PROPERTY EXCEPT AS SHOWN, r --- �y.JF Sim 7 i�1
8 ® g _ I - Q I 26. A 'BLANKET' EASEMENT WALL BE PROVIDED FOR ACCESS TO METER BOXES $ SEWER CLEAN -OUTS. n w/
s - - + "[ - r I->- + - ---= ♦ - - 27. A PEDESTRIAN EASEMENT SHALL BE RECORDED WITH THE ONSLOW COUNTY X • �U
ASPHALT PARKING ^ y -J - O REGISTER OF DEEDS PRIOR TO ISSUANCE OF BUILDING PERMITS. •••EEE777 e
I SURFACE (TYP.I
1P V
SEEDING SCHEDULE
Q -1 I SPREAD 4• TOPSOIL OVER AREAS TO BE SEEDED AND ESTABLISH UNIFORM
R • ® ♦ Q GRADE PRIOR TO SEEDING. APPLY LIME AND FERTILIZER AND WORK INTO
ENTRANCE SEED BED, DISTRIBUTE SEED UNIFORMLY AND COVER LIGHTLY.
4/ ♦® 5 (�) ♦ >
TO CHURCH APPLY CLEAN STRAW MULCH OVER SEEDED AREA AND ANCHOR SECURELY
Oo. Oyu EASEMOJ (�7 STRAIGHT RUDE DISC IN FLAT AREAS AND NTH ASPHALT TACK
•� tiOAy •4� j• �- 1 (�- F _� _ I I.. I c I WHERE SLOPES EXCEED 4x.
W
- MATERIAL APPLICATION RATE
a
LAME 2 TONS/ACRE
A(2 BDRM
UNIT TO HOME ARTMEN (2 BDR UNIT TO NHOME A RTMEN I I I I ZVNED B-1 20% SUPERPHOSPHATE 600 POUNDS/ACRE
`O 1 (2 STORY - FRAME SIOING CTIOH) ..
i FF - �� (2 stptr - 0D FRAMEM S�Nc CON UCna) I r 3 FERTIUZER(10-10-10) 1000 POUNDS/ACRE
O EF - 3425 F.F. - J4.50 F.F. - :NJS 20' FIRE LAIJE f m (USE: CHURCH) APRIL - JULY
F.F.- u00 �6 d n
F.F. - 34.25 eF. - 345o F.F. - 34.T5 FF. - RIM F.F. - 34s0 O n uT FESCUE, KY-31 50 POUNDS/ACRE
g q I BERMUDA (HULLED) 10 POUNDS/ACRE
!IN H 1 JANUARY - MARCH
CURB I - - _- -- _- _ I to FESCUE, KY-31 50 POUNDS/ACRE
BERMUDA (UNHULLED) 20 POUNDS/ACRE
RYE (GRAIN) 25 POUNDS/ACRE
,h �^'• _ _ �f SEPTEMBER NOVEMBER
R I L- aEa 0AN (TYP� I �, 6 Sir FESCUE, KY-31 SD POUNDS/ACRE
® �' Y y
} I 9 I I /J SKA,_...A MULCH 2 TONS/ACRE
a ® m �O Co 9 O - - I 14' PFIIEES Iµ ^ v 1 8 S ASPHALT TACK 300 GALLONS/ACRE
FT g
F Ts FAG' " I NOTE: OWNER MAY VARY SEEDING TO CONFORM TO LANDSCAPING REQUIREMENTS.
Tn A1A 100 0 EA6FlIENT 1
11I1y 3
z 8 _ aeAORJc uwTs (00 NIT uRl-
c m b 15+00 m SwALE O 0.62% - �/ J� sE2EcnvE nlNNwc orora kkkY)aL Z sc(-I zl 2, ! •f
r~ NSE�I I� SEEDBED PREPARATION NOTES:
4' YIN COAff UNK FENCE
1 SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.
< w 4 W p m 2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE
TOPSOIL 3' DEEP. TOTAL SEEDBED PREPARATION DEPTH SHALL BE 4'-6' DEEP.
Q LL K EI �. 3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE
4 >= L /'' ~ A SURFACE SO THAT THEY WALL NOT INTERFERE WITH THE ESTABLISHMENT AND
A RFACE 7VP.)RKING y s ,,,rNt MAINTENANCE OF VEGETATION. SURFACE FOR FINAL SEEDBED PREPARATION,
8 w 8 Y, /� AT FINISH GRADES SHOWN, SHALL BE REASONABLY SMOOTH AND UNIFORM.
4 9DEWAux T1'P SPACE -- -- 1 pp 1, 4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING
E 9.5' x 19' I I n I ` ^ ?„�'y' SPECIFICATIONS ABOVE. IN ADDITION, PROVIDE 15 LBS/1000 S.F. OF SUPER
l PHOSPHATE.
o A I 5, IF SOIL TEST IS TAKEN, PROVIDE UME AND FERTILIZER ACCORDING TO SOIL TEST
L z / J L� W REPORT.
y 8 - C f 8 O I F i 6. UME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL
DURING SEEDBED PREPARATION.
a a g
C y, CONSTRUCTION SEQUENCE
♦ 1. OBTAIN PLAN APPROVAL
'- .... L . 4' VNtt COATm (pRE171J�6f1WN uNK FENCE 4P> 2. INITIATE CLEARING k INSTALL CONSTRUCTION ENTRANCE.
_ •_ 3. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES SHOWN.
C
`4 MIN. 25' ' • < giCx��F' I 4. CONSTRUCT STORMWATER POND AND OUTLET. INSTALL SWALES.
4 ROOF DRAIN TYP.) •• • CHECK OM (TW) 5. BEGIN STRIPPING SITE k EARTHWORK.
PRIOR TO REGRADING DITCH. IF NECESSARY, POST CONSTRUCTION V I CFs •'• s
za' D6U EASEAIFN MECTI uMTs (DO NOT C1EAA - 6. MAINTAIN STRUCTURES DURING CONSTRUCTION (AFTER EVERY RAIN EVENT
RELOCATE DITCH SUCH THAT 3' MINIMUM COVER I I 33 - SE1LCTIVE "'T" HOLY) N �JP'C I t� a 1� 07 S F OR AT WEEKLY INTERVALS)
IS MAINTAINED OVER WATERLINE. EIS WALE O 0. 7, STABILIZE SLOPES h DITCHES AS THEY ARE BROUGHT 70 GRADE.
EXIST CULVERT PP 5' S10EwAix (SEE DETAIL) xA• - --r ' S' SIDlMAl% (SEE DETAIL) '_ _ TB TB 8. REMOVE TEMPORARY MEASURES,
REPLACE w/ 24" RCP E-�E •. 'F i'. - - EIP - 9. DEVELOPER TO MAINTAIN ALL PERMANENT EROSION CONTROL DEVICES STORMWATER
L(SEE PROFILE SHT. 3)\ - - T , - D EROSIO HAS BEEN COMPLETED IN ORDER TO PREVENTEXITT 1EiVERT _�E - y - - ;'; - ib' Pv0-0 0s0% - N 74 31'00" W 470.12 _ F ♦ AFCE CONNST EROSION.1 6 lc�- REGR DITCH /� ROF14Z-043
REGRADE DITCH (SEE PROFILE SHT. 3) © - ( E �_, T� -•+- @.--- 8' WAIERMAIN/.`sF
E DAM ",o .y,.•. �y (n\
I I E •.:.• (Si LE) '< CAL DITCH MIN E C E I E
R/W -• a' D�/DF
LIBERTY DR.- 60'_ t FLASHING TRAFFIC SIGNAL LEO WESTON CONCRETE CONTRACTOR, INC.
- 5 - N - - -I (YELLOW FOR PINE VALLEY TRAFFIC - 643 CHURCH ROAD FHB 17 20 30
% E_E (FORMERLY TWENTY FOUR RD.) , MH F RED FOR uBERTr DR TRAFFIC)
PINK HILL, NC 28572
E TOP=30.15
[phone]
EXISTING 8' $AN. SEWER INV=22.27 F.\#� /Q'j
m E
EN ANCE ENTRANCE _E ENTRANCE
TO RN. FAIR WV® �\ TO FURN. FAIR E_ TO CIRCLE K
TRACT DATA: )r�6F-E E E E E E E E E E E E PP PP STORM WATER/EROSION SEDIMENTATION CONTROL PLAN
TOTAL AREA: 401 AC. j PREPARED FOR
DEED BOOK 757, PAGE 701 CAROLINA APR
TAX MAP 352, PARCEL 9
OWNER: LED NESTON CONCRETECONTRACTOR, INC. TELE. COLEO QUESTION APARTMENTS
WATER: CITY OF JACKSOSONVILLEVILLEM
DRAINAGE CALCULATIONS MANHOLEE
SEWER: CITY OF JACKSONVILLE LANDSCAPING RI RIM:
ZONE C.U.T.C.A. VEHICULAR SURFACE AREA - Y: MODERRATE RATIONAL METHOD MMON WX MQUAUM
ITY: Q-CIA JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NC
IMPERVIOUS SURFACE INTENSMO
WHERE: C„0,,.,- 0.15 54p WFFFFp
LANDSCAPING AREA REQUIRED - 3.840 SF p 4A PREPARED BY
LANDSCAPING AREA PROVIDED - 4,243 SF C. - ,
110 - 651 N/HR \\\\�{{{1{{{{IIIIIIIN ypA (Y�iAV
AREA TO TOT LEAST 6% OF E DEDICATED TO LANDSCAPING.
���A ,•• /�.�,/`C �• JOHN L. PIERCE &ASSOCIATES. P.A. �•...�. N.
125 - 7.0 1N/HR Q [,� , e..e...., Sc l 00/oy
( n - 0.012 (PVC h CONC.) RIP RAP DISSIPATORS .` p F�g�� .' 409 JOHNSON BLVD. JACKSONVILLE, NC 28540
1,920 SF REQUIRED - 1.943 PROVIDED) N® uw In 1aIM xor orATa DKATD O �}-•S p,,,
SITE DATA,
1,044 SQ. FT. 6EpyBE� pgpypm PIPE ACRES DIAM. ADELENG INV. INV. DISSIPATOR STONETH WI TH @ : SEAS �:. = PHONE: [phone] DATE: JANUARY 2000'
N0. UNITS. 45 (2 BDRM) TREES 6 16 ((EXCLUDING PONC .ANDSCAPING)*° GRASS TOTAL Ccum _ 4
PARKING REQUIRED 81 SPACES URGE SHRUBS: 13 18 (EXCL. PONC'DIMF .NDSCP'G) 0.24 0,09 0.33 0.62 1,34 1.44 10 0.50 10 30,10 30.05 B CI A 6 SEA I - r 18148 + - SCALE: 1' =30' F.B. 330, PG. 1
SMALL SHRUBS: 19 28 1.06 0.23 1,29 0.68 5.74 6.18 18 0.25 84 29.75 29.54 C CI B 12 a =_ � A��{ JOB 31047 FILE NAME: LWESTON6
PARKING PROVIDED: 88 SPACES 1.20 0,42 1.62 0.63 6.65 7.16 18 0.33 120 29.50 29.10 D CI B 12 6 - Lr25B' Q;l`
COMPACT SPACES PROVIDED: 9 SPACES ACCEPTABLE VARIETIES: $ �]/''•�`���'JJJJ•1•,••-„_.��
H-CAP SPACES PROVIDED: 4 SPACES 1.82 1.44 3.26 0.47 9.96 10.7 18 1.75 20 29.00 28.94OPEN SPACE E CI B 12 6 '7
TREES: LAVE OAK, IF BUE ELM 1.82 1.44 3.26 0.47 9.96 10.72 24 0.32 20 28.89 28.75 •4 QA•.e P ,0 15 30 60 90
OPEN SPACE PROVIRDED: 106,000 SFLARGEURGE SHRUBS: NDI BURFOR O HOLLY 1.90 1.61 3.511 0.46 0.49 111..30 24 0.25 44 28.09 27.99 REVISIONS: �ApAAFgK.u,molt% 1,`
DENSITY: 17.2 UNITS/ACRE SMALL SHRUBS: INDIAN HAWTHORNE. DWF. VAUP'iN
1.93 1.85 3.78 0." 10.81 11.64 24 0.25 28 27.59 27.52 L f) 1/27/00 CHANGED BUILDING FOOTPRINT k RFDlJCFO

7'
PIPE ID VARIES7
PIPE ID + 12
O:
4
g• 3'0• 8•
8•
TYPICAL_ DROP INLET
NOT TO SCALE
1' MIN.
WIDTH AS
REQUIRED
SWALE DETAIL
NO SCALE
1-1/2" BCSC TYPE 1-2 ASPHALT
Op
pp
ap p
pp
p
pOp
ppp ppp
ppp pOp
6"
ABC STONE
pp
ppp0
pp
61a
Op
ppp
pp
pp1�1p
p0
pp
O p
IC
15,
PAVING
DETAIL
NOT TO SCALE
/31/2• MESH HARDWARE CLOTH
I
I
I
I
8• X 16•
CONCRETE E
00000000000
CATCH
BASIN
#5 WASHED STONE
PL.AB
is i
MEN
Ems
LOCK
1 CATCH BASIN
SECTION A -A
DOUBLE CONCRETE BLOCK FILTER AROUND CATCH BASIN (D-6)
BROS. wC. 21• X 36•
INLET CH-BN-2
GROUT
2500/ CG+C.
FOOTING
TRAVERSE JOINT
r
W
W
ry
-
(n
APT
-.. ♦' CUTTER
GRANS
SLOPE 1/4" /FT.
x
UJ
_J
a
0
U
F-
Z
W
E-
Ch
Q
D_
a
9 PARKIN 24 AIS
CA
I
2s-i rT I
s
S'
TYPICAL PARKING LOT CROSS SECTION
d a ° c-
2500q CONC.
— I 1-1—I
TAMPED EARTH
PROVIDE 1/4• PER FOOT SLOPE SUCH THAT
SIDEWALKS DRAIN TOWARD SITE, NOT STREET.
SIDEWALK DETAIL_
NO SCALE
12 GA,,E ♦'xi OR 2'X4' WELDED WARE HOOKED ONTO
PREFDRME" _�ANNELS ON METAL POSTS, OR FASTENED
TO CEDAR C4 WOOD POSTS WITH NO. 8 STAPLES.
ULTRAVIOLET RESISTANT (BLACK) MIRIn
FABRIC OR EQUIVALENT SECURED TO WIRE
WITH METAL CUPS OR WIRE AT 8. OFF
CENTER.
MAXIMUM SEDIMENT STORAGE LEVEL. REMOVE
SEDIMENT WHEN THIS LEVEL IS REACHED
OR AS DIRECTED BY CONSERVATION INSPECTOR.
NOT TO SCALE
*POST TO BE SPACED A MAXIMUM
I /
/ OF B .
Ir -.--�— _ NATURAL GRADE
CARRY APPROXIMATELY 12. OF FABRIC INTO TRENCH,
— COVER WITH SOIL AND TAMP BACKR L.
1-
•..� —CARRY 6. OF WIRE INTO TRENCH.
2MINIMUM - -----
O O �— METAL, CEDAR OR 4•X4• TREATED WOOD POSTS AT 10'
OFF CENTER MAXIMUM. CEDAR AND WOOD POSTS SHOULD
��.. BE 3' DEEP MINIMUM.
SILT FENCE
NOT TO SCALE
1 1/2" BITUMINOUS
PAVEMENT
(TYPE I-2)
25000
TYPICAL PAVEMENT & SIDEWALK DETAIL
NO SCALE
FILTER
FABRIC—
3OVAtlf6 M3lVM lI1WDN 1V ,Gl'fCl
■
POND DATA
� BOTTOM POND EL=24.0
CONSTANT POND EL-29.0
POND SURFACE AREA= 6.000 S.F.
1"RAINFALL DESIGN EL — 30.19
1"RAINFALL DESIGN SURFACE AREA = 7.328 S.F.
FOREBAY AREA = 1,200 S.F.(20% OF NORMAL POND)
y
67I
3
2I24lY
e
&I VEGETATIVE SHELF
26
Ni VEGETATIVE SNW
COATED (GREEN) CHAIN LINK FENCE
4' SIDEWALK
NOTCH RISER AT ELEV- 31.1
TRASH RACK WITH
RISER W/ ENCLOSED BOTTOM
8
04 REBAR (4"O.C.E.W.)
�— ANTI SEEP COLLAR
6:1ON SHELF
6:1VEGETATIVE POND ONLY -NOT
m
O1
ELEv.
31.77 EMERGENCY SRI- I WAY)jMAIN
REOUIRED IN FOREBAY
w
0.67
ELEV.
31.1 10 YEAR FLOOD)-
0.91'
ELEV.
30.19(TEMPORARY P
- -
- -
1.19
ELEV.
29.00
'^.
24• R.0 P TO OUTFALL DITCH
SPACE CHECK DAM
A B
L � `
L=THE DISTANCE SUCH THAT POINTS
A AND B ARE OF EQUAL ELEVATION
A -
STONE CHECK DAM
Clcss A or B
Erosion Control
Slone -- ? ,
Filter -
Fabric
SECT. A -A F
CHECK DAM
NOT TO SCALE
min.
5
DETENTION POND PRINCIPAL SPILLWAY
NOT TO SCALE
OPAQUE WOODEN SLAT FENCE
a' MN. HEIGHT
/ (NsrAu ON 3 swEs)
ANTI -FLOAT BLOCK
(40 CU. FT. CONCRETE)
II
O
II
OPAQUE WOODEN SLAT GATE
(HNGE AS SHOWN)
LL
TREATED 4•v4• POST.
6• MAX. SPACING
�,r-o---vAmEs
SECT10N •A• - 'A'
DUMPSTER PAD DETAIL
NOT TO SCALE
SAL
k 18148ItA
0�,1V, ��"
REVISIONS: ,,''AAA••pb nu„"" AA,,•� .
1/27/00 CHANGED BUILDING FOOTPRINT & REDUCED
NUMBER OF UNITS.
2/8/00 PER CITY OF JACKSONVII.LE TRC REVIEW.
2/10/00 PER CITY OF JACKSONVILLE TRC REVIEW.
2/14/00 PER DENR (STORMWATER) REVIEW.
k
I
ANTI -SEEP OG1M GETA0.
Kmror�
DETAIL SHEET
PREPARED FOR
LEO WESTON APARTMENTS
JACKSONVILLE TOWNSHIP, ONSLOW COUNTY, NO
PREPARED BY
JOHN L. PIERCE & ASSOCIATES, P.A.
409 JOHNSON BLVD. JACKSONVILLE, NO 28540
PHONE: [phone] DATE: JANUARY 2000
SCALE: AS SHOWN F.B. 330 , PG. 1
JOB #931047 FILE NAME: LWESTON6
SHEET 4 of 6