SW8970616_APPROVED PLANS_19970725

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

GA, FILE' NO : WP.., 5512 ,
GYPSUM WALLBOARD, WOOD STUDS
One layer s!a' type X gypsum wallboard or veneer base applied parallel with or at right
angles to each side of double row of 2 x 4 wood studs spaced 16' o.c. on separate
places 1" apart with 6d coaled nails 1718' long, 0,0915' shank, 1/4' heads, 7' o.c.
Wallboard nailed to top and bottom plates at 7' o.c. Stagger jolnls each side. Horizontal
bracing required at mid holght. (LOAD -BEARING)
Thickness: 10t1z'
Approx. Weight: 8 psi
Fir@ Test: See WP 3605
Sound Test: Estimated
— r
1 HOUR PARTY WALL ASSEMBLY
t
154'4r
14'-0" 14'-6" VriT_8" 141-6'
74" 6-8" 3 10" 3'-1d' 54" 8' 8'
2
A7 A7
1 ......... ..
A6 .............. g. .... $ ..---'------- -- . its BRICK A6
RICX
STEPS STEPS 12 X V SCORED
WjkKED
CONCRETE
3 �' 2
A6 2451 2451 ❑ EN RY- ❑ 2451 2451 A6
2N FLR. -
- �— -FRONTHAND-1-
FRONT— - I - - - I — -PORCH 1. — LOCATION
PORCH ---&D- - I- � _ tocATlor�
— � I ;� BEDROOM 2 •.
—} — 4.F
� WN BEDRO M 2 CLQ� I
2459 2459 — 1 0 - � - � 459 2459 `�
ryr f WPM I WPMT
- $i ryr r r ■ k
ff
O T V BATS :
SOFFIT FOR 4
A iARBL E
4X8 T� V2" HVAC
I DUCTWORK M 1 THRESHOLD
POST ,
3 112" 5' 6 BATH - - i - Rt� 1zx>r
CFRAMC
I
LIVING/ I Dw o i a ns LIVING/
DINING I w I —RE3'�
w ` DINING
o COUNTER
RE
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_ ~ - -� � � -8' AA T 10
22'-6' Y 5'-10' r
_ Dw
: 4X811
4 POST D i I........... ... X .0 I' CCl1NTR .. �. 04
,r I ;
z.' MARBLE
XTHRE,9100:
ajv 3'-6' 3'-1 112" 2.8" 3-9 V2' i'-11
4�AT
i MASTER MASTER
BEDROOM
BEDROOM � -
-- 2459 - --- N I j
CL95.
C405. —� - — 16' SQUARE
I
to
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A6 STEPS >A6
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A6 . A6
1
A7 ' t0'-s" 4'•i7
64'-8"
FIRST FLOOR PLAN - a UNIT eLoc
SCALE 3/16"-1'-0"
Design No. L1528
Unrestrained Assembly Rating — 1 Hr.
Finish Rating — 22 Min.
ai4
- t
2. Truaaes—Parallel chord trusses spaced a max 24 in, OC. fabricated from mom 2 by 4 in. Item-
_
-- _
her with Fumber orientrd either vertically t2A} or horttoneelly j28}. Trvsl members secured to-
- �
gelher with No. 20 MSG gale steel trust plates. Plaits have 5/16 In, loop teeth projecting par•
2 A _
iz•
pendiculer to the plant or the plate. The teeth are in pairs facing aa:h other (mida by the
u,R
same punch), forming a sphl-tooth-type plate. Each tooth has a chis.t point on its outside
2%e,
edge. These points ere diagonally opposite each other for each pair. The top half of each
tooth has a twist for stiffness. The pairs are repeated on approx 7/1• in. centers with four
rows of teeth per in. of plate width.
3. Furring Channals—Formed of No. 25 MSG goly Steel spaced 24 In OC perpendicular to
4 S —"� Llrt• 3 S
trusses. Channals secured to trusses with double strand of No. 18 SWG galy steel wire
spaced 48 in. OC. Ends of adjoining channels overlapped 6 in. and iiei logethtr with doubts
Strand of No. 18 5WG Qsly Steel wire most each end or overlap.
3A Resllient Channels ---(Not shown, alternate to item 3)-Formed from No. 26 MSG gale steel,
spaced 16 in, OC perpendicular to trusses, Channels secured to tech truss with Type 5, 1.1/4
In. long steel screw lipo'cad 24 in. OC), Channals overlapped at Splices 4 In.
4. Wallboard, Gypsum'-5/8 in. thick. 4 h wide. Sheets of wallboard inslelled with long dimen-
sion perpendicular to furring or resilient channels with 1 In, long waltbaard screws spaced 12
in. O.C. and located a min 1.1/2 In. from side and and Joints. At end Joints. two furring or re-
silient channels are used which extend a min of 6 in, beyond both ends of the joint -
Canadian Gypsum Co., Ltd, —Type C.
T
Calotax Corp --•Type FRP,
• 4 1
Domiar Gypsism--Type 5,
Georgia•Psclflo Corp., Oypsurn Div, —Type GPFS•C,
National Gypsum Co., Charlotte, NC --Type FSW-G.
1, Flooring Systems —The finish flooring may consist of any one of the following systems:
Pabco Gypsum Co. —Type C.
Syitsm No. 1
Temple lnland Forest Product$ Corp. —Type T.
Finish Flooring--4 it by 8 ft by 23/32 in, thick interior plywood with exterior glue and T 6 G edg-
United States Gypsum Co —Type C or IP-X2.
es along 8 ft sides, or nonveneer APA rated $turd-r-Floor T h G panels per APA'specirications PAP•
5. Screw, Wallboard --1 in. long, Type S, 9/64 in. diem, self -drilling Ind self -tapping. bugle
108. Plywood, or nonveneer APA rated panels installed perpendicular to trusses with end joints
head.
v with construction adhe•
s rated antis secured to trusses t.
staggered 4 h. Plywood or nonveneer APA rat p
sive and No. 6d ringed shank,nails. Adhesive applied as 3/8 in. diem bead to top chord of trusses
6. Finishing System --{Mot shown♦• -Paper tape embedded in cementi[iouo compound over joints
and grooved edges of plywood or nonveneer APA rated panels. Nails spiced 12 In, OC along tech
with edges. of Compound loolhered out and exposed $crew heads Cover ad with compound, As
truss. As an option, lightweight insulating concrete with Perlits or Vermiculite Aggregate' or gyp-
an alternate, mom 3/32 In. thick veneer piaster may be applied to the entire surface of gyp-
sum concrete, may be cast on the flooring. Min thickness of insulating concrete shall be 3/4 in, no
sum wallboard.
limp an thickness. A lion plastic or paper vapor retarder may be placed on plywood prior to pouring
"Doiring the UL Citielfieallon Morking
the concrete.
2 1 HOUR FLOOR/CEILING ASSEMBLY
E C E I V E
JUL 2 51997
D E 1�,
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24 JUNE 97 A2

0AVEL FILTER
OVERT
RI OPF WATER
rrISEGD�NT ----
6C,DWCIiT
WIRE SCRIMN
>- P%TCRCO WATER
SPECIFIC APPLICATION
DL T AWSRATE
WDIE sateen
SEDn1eNT �
WN SCREEN
INLET
>-cm km
rtL FILT1`A
FILTe1teD WATER
I
DIET
i WD STUD
THIS METHOD OF DIET PROTECTION IS
THIS berm OF INLET PROT'ECM IS
APPLICARX WHERE WAVY PLOWS ARC
APMXANZ AT an KM MSIIJLE AN
exPeCTED AND WHERE AN OVEItl"LOW
00111M CAPABA.ITY 19 NECESSM TO
CAPACITY 16 NECUMRY TO PREVENT
New !•XI e"m POMM D1 "ART
E CCZM M PON1013 S ANUND STRWIUe
OF STIpJ6TiN1t
EROSION CONTROL AROUND INLETS
NTS
COARSE AGGREGA
TE1111VIPORARY GRAVELLED
CONSTRUCTION ENTRANCE
NOTE STD. M.H. RING 3 COVER
MIN WEIGHTS:
1, CONTRACTOR MAY USE BRICK WITH MAX. CORBEL FRAME: 208 LBS.
V PER COURSE COVER: 120 LBS.
2. CONTRACTOR MAY USE ECCENTRIC MA, UNIT
PLAN
3/4" CEMENT
MORTAR SEAL
M,H. STEPS
1'-0" OC
PRECAST 4" RISER RING
PRECAST M.H, UNITS WITH
CAST IN PLACE STEPS 12" OC
DOT APPROVED
CONC. M.H.
BLOCK � MANHO E DIAMETER
8" LARGE THAN THE
au LARGEST PIPE 1
d3 FORM LOW CHA
0
su
O !•
ao V
MIN. W-13/4"
SECTION
STORM DRAIN MANHOLE DETAIL
RINGS
Ln
VEGETATED SHELF
6:1 SLOPE
FLOOD POOL 24.0
NORMAL POOL 22.5
BOTTOM 16.00
V2 QX b a
WIA" WIRES IL
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N
0
oa
n
n
0
3
STEEL OR WOOD POST
WIRE FABRIC
FILTER FABRIC
ANCHOR FABRIC SKIRT
AS DIRECTEO BY ENGINEER
NOTES:
1. FENCE FABRIC SHALL BE A M1N. OF 32" IN WIDTH AND
SHALL HAVE A MIN. 010 SIX LINE WIRES WITH 12" STAY
SPACING.
2. FABRIC SHALL BE FOR EROSION CONTROL AND MIN. OF
56" IN WIDTH. FABRIC SHALL BE FASTENED
ADEQUATELY TO THE WIRE FABRIC AS DIRECTED BY THG
ENGINEER.
5. STEEL POST SHALL Be 5'-O" IN HEIGHT AND BE OF THE
SELF -FASTENER STEEL ANGLE TYPE.
4. WOOD POST SHALL BE A MIN. OF 6' IN HE
AND 5"
TO 4" IN DIAMETER. WIRE FABRIC SHALL BE FASTENEC
TO WOODEN POST WITH NOT LESS THAN 09 WIRE STAPLE
1 1/2" LONG
TEMPORARY SILT FENCE
NCDOT CLASS B
EROSION CONTROL
STONE
3
1�
INV. 22.3 � - INLET PIPE
INV. 22.5 FOREBAY
tom mvrs
FRAME AND GRA
FRAME AND GRATE
PRECAST CONC, BASU
W/ KNOCKOUT PANELS
4SIDES
MUST WITHSTAND H-2
OUTFLOW PIPE
Ln
HIM _
HUHNCS
INLET PLAN
BASIN FRAME AND
PLAN GRATE MAY VARY IN
NONESSENTIAL DIMENSIONS.
,,uMPACTED 5UBGRADE OR 6"
SECTION CRUSHED STONE.
NOTE: VARY BASIN SIZE ACCORDINGLY
TO ACCOMODATE PIPE
CATCH BASIN DETAIL
TOP OF BANK
26.00
NCDOT HOODED FRAME
AND GRATE
2' X '' CONC. BASIN
MUST 'NITHSTAND H-20
LOADR G
TEMPORARY EROSION CONTROL
GRASSING DETAIL
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER
ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE: ENTIRE AREA TO A 6 INCH DEPTH.
3. REMOVE ALL ROCKS ROOTS AND OTHER OBSTRUCTIONS LEAVING SURFACES
REASONABLY SMO011H AND UNIFORM.
4. APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
(* SEE BELOW)
5. CONTINUE TILLAGE UNTIL A WELL PULVERIZED, FIRM, REASONABLY UNIFORM
SEED BED 15 PREPARED 4-6 INCHES DEEP,
6. SEED ON A FRESHLY PREPARED SEED BED AND COVER SEED LIGHTLY,
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDING
WITHIN THE PLANTING SEASON, IF POSSIBLE, IF GRASS STAND SHOULD BE
OVER 60% DAMAGED RE-ESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER
AND SEEDING RATES.
9. CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND
FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED.
*APPLY: AGRICULTURAL LIMESTONE - 2000 LBSIACRE
FERTILIZER 10-10-1q 1000 LBS/ACRE
MULCH - 2 TONS IAPPROX. 80 BALES) SMALL GRAIN STRAW/ACRE
ANCHOR - TACK w/ LIQUID ASPHALT i 400 GALIACRE OR
EMULSIFIED ASPHALT • 400 GAL/ACRE
SEEDING SCHE�ULE
2AIE PRODUCT RAIF.
AUG 15 - NOV 1 TALL FESCUE 30 LBS/ACRE
NOV 1 MAR 1 RYE (GRAIN) 120 LBS/ACRE
MAR 1 JUN 30 PENSACOLppARR��BppAHAIGRASS 60 LBSIACRE
KOBE(SCARIFIED) LESPEDZA 90 LBS/ACRE
COMMON BERMUDA GRASS 50 LBS/ACRE
(HULLED)
JULY 1 AUG 15 COMM N BER UDA GRASS 50 LBSIACRE
1HULLEDr
BROWNTOP MILLET 20 LBSIACRE
ALL DISTURBED ARES SHALL BE SEEDED WITHIN 30 DAYS OF THE
COMPLETION OF GRADING.
CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR
ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION
OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO
WELL UNDER LOCAL CONDITIONS, OTHER SEEDING SCHEDULES MAY BE POSSIBLE.
PLAN
NCDOT HOODED FRAME
AND GRATE
- - OUTFLOW PIPE
SECTION
NOTE: VARY BASIN SIZE ACCORDINGLY
TO ACCOMODATE PIPE
CURB INLET DETAIL
24" RCP
OUTLET PIPE
INY.�
22.5�
R1
EROSION CONTROL NARRATIVE AND NOTES
A. NARRATIVE: THE PROJECT SITE CONTAINS 4.71 ACRES OF LAND
WITH MODERATELY WOODED,
LOAMY TOPSOIL AND GRADES RANGING FROM .5% TO 2.0X.
APPROXIMATELY _ ACRES WILL BE GRADED TO ALLOW
CONSTRUCTION OF�A RESIDENTIAL PROPERTY
WITH PAVED PARKING AND PAVED ACCESS. THE RUNOFF FROM THE
SITE IS ESTIMATED USING THE RATIONAL METHOD, 10 YEAR DESIGN
STORM AND RAINFALL DATA FOR THE AREA. CONSTRUCTION 15
SCHEDULED TO BEGIN AS SOON AS ALL PERMITS AND APPROVALS ARE
OBTAINED,
B. EROSION CONTROL MEASURES• TEMPORARY MEASURES TO INSURE
CONTROL OF SEDIMENT MOVEMENT INCLUDE TEMPORARY GRASSING,
TEMPORARY SILT FENCES, TEMPORARY GRAVELED CONSTRUCTION.
ENTRANCES, CONTROL DEVICES AROUND STORMWATER INLETS AND
OUTLETS, AND BUFFER AREAS. PERMANENT MEASURES INCLUDE A
PERMANENT STAND OF GRASS ON DISTURBED AREAS. SPECIFIC
MEASURES AND DIRECTION TO THE CONTRACTOR ARE NOTED ON THE
PLANS.
C. EROSION CONTROL NOTES:
1. INSTALL EROSION CONTROL MEASURES BEFORE BEGINNING
CONSTRUCTION OR AS SOON THEREAFTER AS POSSIBLE.
2. GRADE THE SITE 50 THAT ALL RUNOFF MUST PASS THROUGH THE
SILT FENCES OR THROUGH EXISTING VEGETATIVE BUFFERS
BEFORE LEAVING THE SITE•
3. NO CUT OR FILL SLOPES SHALL EXCEED A SIDE SLOPE OF 1
VERTICAL TO 3 HORIZONTAL.
4• ALL DISTURBED AREAS SHALL BE GRASSED WITHIN 30 DAYS OF
DISTURBANCE IN ACCORDANCE WITH THE SCHEDULE ON THIS
PLAN.
5. ALL EROSION SHALL BE CONTROLLED INCLUDING SIDE SLOPES
BEFORE THE PROJECT IS COMPLETED.
6. MORE STRINGENT MEASURES SHALL BE USED TO HALT EROSION
IF THOSE SHOWN ON THIS PLAN ARE NOT EFFECTIVE.
7, NO SILT SHALL BE ALLOWED TO LEAVE THE PROJECT SITE,
8. MAINTAIN ALL MEASURES UNTIL THE PROJECT IS COMPLETE.
REMOVE ACCUMULATED SILT AS NEEDED TO KEEP THEM
FUNCTIONING PROPERLY.
9 REMOVE TEMPORARY MEASURES UPON COMPLETION OF PROJECT.
ALL PERMANENT MEASURES WILL BE WELL ESTABLISHED BEFORE
PROJECT CLOSE-OUT.
..
t .......
_(_ -.
PLAN
4 STEEL REBAR (GALV. Of, ASPHALT COATED)
TACKWEL,
ED AT 6" O.C. EACH WAY LAID
IN TOP OF BASIN
VX5' LD
Box
rT��r.1�1 ATTA(H SCREEN WITH TQP 25.5
GALV LAG & WEDGE
ANCFORS
WEIR 24,25
� µ
OPNG. GALV. 0
" '
,
2 SIDE 2.5 X
ALUMINUM EXPANDED
.25
WEIR OPINING 24A
YT CR N
1 1 /2" I.D. INLET PIPE
°=
ORIFICE
GROU" IN PLACE"
=
INLI=T 22.5
INV. 12.5
TOT, 114
COMPAG'PEO SUBGRADE= OR 611 -��-
CRUSHES STONE.
SECTION ELEVATION
NOTES
1. BASIN, FrAME AND GRATE MAY
VARY IN NONESSENTIAL DIMENSIONS.
DETENTION BASIN
OUTLET STRUCTURE
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97113
DES JPN
DRWN, KFD
DATe 4/28/97
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(NOT TO SCALE)
LOCATION MAP
VICINITY MAP
DUMPSTER
ENCLOSURE
FA
116.84'
�i 9'
DUMPSTER
ENCLOSURE
NEW FEI PROPA �L�D
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10' BUFFER
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aLDING NO. 4
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8 UNITS
81'
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-- — Tr,); —
PROPERTY LINE
8' BIKE PATH/SIDEWALK
BUILDING NQ d
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6'
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21'
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f f �
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bUILDING NO. 8 ,
FF ■ 200f 5
4 UNITS
d
bUI DIS Na 5
6' FF•3M
4 UNI7'8
PEDESTRIAN COURTYARD
r-�
BUILDING NO. 3
FF ■ 31.5t
8 UNITS
WAILBOX
STATION
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WI H FE ,CE
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BUILDING NO. 2
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f ACCESS TO BE CLOSED,
f DIVIDED & REVERT
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f PROPERTY OWNERS
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8 UNIT!
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97113
DES. JP"'
DRWN. KFD
DATE 4/28/97
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(NOT TO SCALE)
LOCATION MAP
VICINITY MAP
3, Certification &Quirements
The following certifications shall appear on all plans:
(1) Designer's Certification
1 hereby certify that this plan has been prepared in accordance with the latest
Wilmington Standards and S cifications for Stormwater Management and Chapter 20
of the code of Ordinances o City of Wilmington."
Signature: /A.�3 .
Printed N e nd Title:
Date: r' Registration Number, lyq& rr
(2) Owner's/Developer's Certification
"I/We hereby certify that any clearing, grading, construction or development, or all of
these, will be done pursuant to this plan and that the applicable Stotmwater
Management conditions and requirements of the City of Wilmington, the State of North
Carolina and the Federal qov rnment and its agencies are hereby made part of this
plan."
Signature:
Y Y m
12" x Ij' TAPPING '' , NO1 E: 1. NO KNOWN WETLANDS EXIST IN THE PROJECT AREA. o
sLI-FWE VALE ��- - 1, 2. BUILDING FINISH FLOOR ELEVATIONS AND STEP b g
__
�, - - �''ENTROCE, ARRANGEMENTS WILL BE FIELD ADJUSTED TO z � 0 w
[ SEE DETAI<J - �, ATTEMPT TO SAVE TREES. N Z a- Y
" ✓ - - ' -.-� 2a' IcK 3. ALL ROOF DRAINAGE SHALL BE DIRECTED INTO a a
THE STORMDRAIN SYSTEM TO THE RETENTION PONDk Z ®o o 6
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-✓- ✓- ' ��� `' � � =r�;:tyt� ''� '-, j � � % _ r~t � ' I '' `' PROPOSED FENCE: COORDINATE WITH BELL CAGINESS,
DUiW51Qt 5, ( E� t ?: - # 1 11' CITY CODE ENFORCEMENT OFFICER, FOR EXACT
° ` / ,' - C
D�LOSURE '� SDYH # 2 , _ , y/ ;' tumt TOP TO f FENCE LOCATION.
TOP TO ( �� %�. WW IN = 23.05 "�
r SDI 13 �� MW.2095,-' �;� / �- �-' �,$5'0t WV OUT 23.00 Z
TOP 27.00 •' ' '� a •�
W. 20.00 .,,;
,� � I 1 Jv •, f iY� � I
NEW FENCE AT RAILROAD ////
�`MW IA 24' FES F4 iPERiY �' / , TOP 27.81 GRADING SHALL NOT IMPEDE FASTING 2
INV.22.5 �' I / `"+`' �g -'-- l.6 "fl'. �1" W. 21.93 DRAINAGE FROM ACENT O'ERTIES. Q
W 10' x 15' x 15" �
/ s
ENERGY DISSIPATOR A �, �� CONTRACTOR IS R SPQNSIB FOR � >- CD
NCDOT CLASS B / ' r�,1 _ 27.2 24 FLARED F1rD SECTION MAINTENANCE OF RAINAGE TO ENSURE W
EROSION CONTROL lEllpO(lARY o-9 "it 1 = I WVIRT 23.0 NO BLOCKAGE F OM ADJA ENT PROPERTIES.' Z Z
STONE SILT FEJICE r �f --- _ r {1 I f SSMH 1
27161
23.94 Q 0 J
NORMAL POOL f - 111.=.7
ELEVATION = 22.5 i _ -_ _- TOP 28# I "'
' PNV.= 23.58 �' I I8 Rf10VE EXISTING 30 RCP -' -
• h ' '` L
.� � UPON COMPLI:noN of NEW
STORMDRAIN
IV BUFFER
CI
�.� / .GCS,
EASWIT c / to �BWLDING NO. 2 f , ��' Q (0 LLD
J .FF A-2g,i RIGHT OF WAY LO
BANKS f.. ACCESS TO BE CLOSED Li l r�
Printed Name itle: Qr, ' CONS'1RUCT CATCH BASIN - , - I DMDED do REVERT -
Date: eh/ 97 AT END OF EJSTING 30 CUP r{ _ -� �'� J I TO ADJACENT l '' =�`✓ , `" ..r.
TOP GRATE = 24.0f / r /" ry���p�• ,
h r' / f ! 1I�11 ERS r r- r
W. = 1&73 /'.°�If J / I j DUILDWR NO. 8 # . � o a) a)
- .
CONSTRUCT 2 HIGH STONE CH M OAY � .' ( � " _ i I � G iEz
ACROSS DEW SIIMN.E W FRONT OF �Y � l � � 4 UNITS
1 • �/ I �<' � y � .. ✓ N � o
JY" RCP. _ ;' Y^i, r` - _ - f 4 � l..J + . ! ' i.9 i+ :,'" � -, = Q
E1IlST111G f% ^ 1 " 6 TAPPING rn a
24" FES WV. 22.5 - _ SL�.'E Atd'� VALVE
PMI. 22.3 " �:' ° •� _- ��..� . �6 TCH EIASiN 3 - CSMH # 4
W/ 10x 15 x 15,� i %" TOP GRATE= 1.3 I TOP 28.0
ENERGY DISSIPATOR /' ~� '` 15' RCP �� Ir WW. = 210 1 INV. 22.79 T��'p1�,. -4
NCDOT CLASS B . i
EROSION CONTROL "� ' ! ' ` Z
fii fr ry l " " u~ Y! j , y
, " !r ;', ✓ r p
POND DATA / J'sez vAly� 4 0
' GATE VAL 1j % l�" \ ��A - - ! 1451 'fly i i V)
TOP OF BANK = 26.0 `` ; ; �/ _ & BLOW OFF : ` OPEN c CL'
CITY FLOOD POOL = 25.5 �w' �'� ;' _ ''$!' " ��' w�" REPAIR CUR W
STATE FLOOD POOL = 24.0 �` �. ' '� //; ; J 4--8 x ��' s` TEE AND ASPHALT w
_ �' I r. ' { ,` STEPS - CATCH BASW ,l 3 f �" V Z
STATE NORMAL POOL 22.5 ,,^ f C+TE
/ ' f' SSW 5 ?$ TOP 1 rE=
BOTTOM = 16.0 � 5UMDM K 6 GM GAM 4 Itls N0. $ TOP 29.0 �v. �� � 1 ,, 20 UTILITY EASEMENT
fi" - PF ■ 38.00� 1�P 4 INV.= 23.0 MLBOX Q Z
STATE NORMAL POOL �. - 6 Mr'. t rr ■ X.5t STATION -I w
ELEVATION = 22.5 �" I� . 4 l� % �� .; ,`, , _t '` --I
• oo h 't
r'F;(iFEKI"Y GORNEn5 :,AS ',CJELG) f + + I ` +
----- - ------ .'R,Jr'h.:�l i' UNt. n Ldll 5
J, J �-- '+ `I 13LI1 NG NO. i
------------- -
%0 6 NUTS I r- 17 - 4 (
E` STIW, rLIN I� ,r BUFFER - -
aT C'N Y ,, nn
" b k p V
- [;A13 l'h nr IL kii;iG i'E E� L NE OUTLET / %f� /
r
_' oo WITH FENCE
v '� k i., 2'
STRUCTURE ' p� youu /W/y��y w_-_.... - ._ 0
� rt��. r � i ; � �Ci�Jll� WYRIYji�'�{f-1►► !/ �� .` I 1//Y�I�I�I�R�[� L � if}� �`r_ 4r. _ Q a �/
_ 1 If r Ir { '+ A�• T{�1iC= �J _ La'
TOP f25.5 : �r %' y - ' , i' NY.,i.60'
E INV. 2.2.5 f fir_ ' t' ` 1 y5n X ' ' i t J �', ,\ �. m _ �,(, �f i 1 r;.'_ I I._•
?L - C:YERHEA.C' PONER 'JNE`
- I
PGLE
"1 SANT,'',R'' SF-WER MANHOLE BUILDING NO. 4 Sow# 1 ' l l 6UII.DINS'J `
R3 S� # 2 I'f 29.51 TOIP 2I3.5 i I r ' FP 51.5f T0P �735t c \ \
�7 TC,MM sltAcra MANHOLE / . s n
1DP = 27.5f 8 11N1T5 WW. 24.45 8 UNITS ML= 22.35 I
------------ -- _, _,......--- EASEMF.c•.T Jt{C/A%Jf�CCdtl' PRGPCk.Y I.€Nf. �r J+• �
/ ;,;•�, // �, W. 11.01
-- s ;'� + TYPES OF TREE LOCATION l
I I 3 BUILDING NO. 1
SSMH �(I1 1 �. - , I I I UNITS
W.4i %yy r - � �! ( ~_' c,` ✓, ' � 6 Vl\115
TOP
WW. 2173 ,1 r *
ASMft
,
SLT FENCE, ' f f .� _ - - - k I �,.a t: 'a3 I �i . _ Y "
f r 2" ----- -- - � - jar 7 y' �� 32.4 2" W - � •;
2e RCP
4 _ , ,
r CI , +�,4 % ! 2' GATE VALVE!/ / 454.03ft N57.19'39`W. PIZOPERIY LINE ~,t_ N
7s->',.H. ., ,.do BLOWOFF" ------------ -'---- -- ____- -�--� --_�„ -+ N o
OP. Z
N�'. == 19.05 ; .. a+ � CATCN j 4.' - - -- '�', - - - - �-...._J- y �
., ,., $- � � �-� �. - A BIAS OFf
` CONTRACTOR TO CONFIRM INVERTS y'TOP GRATE - 27.0 Otis 195.03ft s57•18'38•E
E)dt CON'.'ULT WITH ENGINEER FOR �1y =25.
0
J r
CONNECT TO ONG SWH CROSSING METHODS.
0 INW. = 21.90t�. ` TI;�G -1 F _>m . _ - 1 '
FIELD VMFY LOCATION AND CONNETT TO EXPa -_
�� ti.0 - _ - _ . _..-_.._ - -.
- _-
ITARY SEW R __ - _
DEPTH OF 12 5ElMFR. ---.----------rt - - -- - .-- _ _ _ -......... - ------ -... _
MANHOLE - ---...
_ - . _ -
' i- - -
T-T BIKE PAT IDEINALK li k ,`
8' H/ S
TOP = 29.76
NEW INN. IN 20.25`'
f -� y � . �` �'� ----- CONTRACTOR SHALL REPAIR ANY
DAMAGE TO EXISTING BIKE PATH.
Cn
I
EXISTING RUNOFF
Ks DIRECTION Q {I
f.<'> LEGEND
'.. PROPERTY LINE/CONSTLICTION Ll9TS
_ ' • ,��a EROSION CONTROL AROUND INLETS y'•
\ PROPOSED CWOUR 97113
EXISTING SPOT ELEVATION
EXISTING CONTOUR DES. ,1PN
\ J` PROPOSED FINISH GRADE DRWN. KFD
SPOT ELEVATION
s �
PROPOSED TOP OF CURB OR DATE 4 28/ 9
RAISED AREA SPOT ELEVATION
PPr R
1
•
MANAGEMENT � r•�
�~ DIVISION OFihtA1'1 = EAL 9
's Z,�-7 AUG 2 1 1991 66 q4
5 DATI1 F IT114 TEE)�o
r ,
. `,. 4 ,' f . � .. �-'. `u` I.. .� , 1 �tOC€F1Vr'$�d P�tlAtt �� /�
�, --T .'S�` f' . �: c� . �- ,' �!f •'Tarr L I ����. .
SITE PLAN
SCALE: 1 " = 30' C I