NCC231496_Site Plan or Location Map (2)_20230523

SITE DATA TABLE 2 u_ �^
SITE SPECIFIC NOTES: =y,,,� '0.u.'"2 '¢:
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1. THE ENGINEER IS:JOHN W.HARRIS,P.E.CONSULTING ENGINEER INC, OWNER: MEYERS,BRADLEY \" ad ry .- ��
MEYERS,ERIN E ''%'�� •"gQ-•�••�
5112 BUR OAK CIRCLE,RALEIGH,N.C.27612;[phone]. 7012 OAKVILLE LN •'a,, rrN,,,,,
2. THE SURVEYOR IS:STANCIL&ASSOCIATES,98 EAST DEPOT ST, OWNER ADDRESS: NEW HILL,NC 27562-9600
ANGIER,NC 27501. 7808 OAKVILLE LN
3. OVERALL TOPOGRAPHIC INFORMATION WAS TAKEN FROM WAKE COUNTY GIS.TOPO USED SITE ADDRESS: NEW HILL,NC 27562-9670
FOR DRIVEWAY LAYOUT AND DESIGN WAS PROVIDED BY THE SURVEYOR.
4. BOUNDARY INFORMATION WAS TAKEN FROM INFORMATION PROVIDED BY THE SURVEYOR. TYPE OF PROJECT: SINGLE FAMILY HOME
5. LOT WILL BE SINGLE FAMILY RESIDENTIAL. COUNTY: WAKE
6. DRIVEWAY SHALL HAVE A 10'WIDE GRAVEL SURFACE WIT4 4'WIDE SHOULDERS. SITE AREA: 5.23(SURVEYED)
7. LOT SHALL USE INDIVICLAL WELL AND ON-SITE SEPTIC FOLD,,
8. THERE ARE NO FEMA FLOOD BOUNDARIES ON THIS SITE ACCORDING TO THE CURRENT FIRM NO.OF EXISTING BLDS: 0
PANEL NO.OF PROPOSED BLDGS: 1
9. AN UNNAMED USGS BLUE LINE BROOK DOES RUN THROUGH THE PROPERTY WHICH WILL MAX.BUILDING HEIGHT(FT): 35
TRIGGER A 404/401 PERMIT REVIEW.
10. A 100 YR FLOOD EASEMENT WAS GENERATED THAT CONSISTS OF THE'(10 YR FLOOD PLAIN FRONT SETBACK 30'
(BACKWATER)ELEVATION PLUS 1'(OBTAINED FROM SURVEYOR'S TROD).THIS BACKWATER SIDE SETBACK 10' W Q
ENCROACHES ON THE NEIGHBORING PARCEL. CORNER SETBACK 30' ^•
11. THERE SHALL BE NO FILLING OR ERECTION OF PERMANENT STRUC;LJ RIL:N THE AREAS OF REAR SETBACK 30' I"�"I I"I
WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY MANAGEMENT AGENCY MINIMUM LOT WIDTH: 95'
(FEMA)100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED VT WAKE COUNTY ■, B i
AND/OR FEMA.[14-14-1,2(A-H)] MINIMUM LOT SIZE: 30,000 SF(REQUIRED) U] y N
12. BEFORE ACQUIRING A BUILDING PERMIT FOR THIS PARCEL,THE BUILDER MAY NEED TO NUMBER OF LOTS: 1 •.--I & �v.,b'W q
OBTAIN A FLOOD HAZARD PERMIT FROM THE COUNTY ZONING ADMINISTRATION.THE PROPOSED IMPERVIOUS 23,611 SF/0.54 AC ,t .^� "U 1---r q BUILDER'S ENGINEER,ARCHITECT OR SURVEYOR MUST CERTIFY ON ANY PERMIT THAT ALL ww..?? r Y . 0- ,"
FLOOD HAZARD REQUIREMENTS ARE MET. MAX.IMPERVIOUS 30% i.y 0 > d,...
13. IMPERVIOUS SURFACE COVERAGE SHALL NOT EXCEED IMPERVIOUS SHOWN ON THE LOT. DISTURBED AREA 32,901 SF/0.76 AC M W i;`- r 2
IMPERVIOUS SURFACE LIMITS WILL BE STRICTLY ENFORCED INTO PERPETUITY. CURRENT LAND USE VACANT F�"'1 3 y7
PROPOSED LAND USE RESIDENTIAL-SINGLE FAMILY 0"<1'alai
PIN: 0720347137 -�F
DEED BOOK&PAGE#: BK:019042 PG:01860 Pr
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TOWNSHIP: BUCKHORN rl °
WATERSHED: HARRIS LAKE/CAPE FEAR o r \
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4 O IU IMPERVIOUS AREA CHART'41 � �- VO T Total Area 228,071 sgft(5.23 AC) m c
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' �■J 7 Maximum Allowable Built Upon(30%) 68A21 sgft(1.57 AC) :: '�
7 S
,� 7� i Driveway 11,061 sgft(0.25 AC) - -m H
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t r 1 \ , 0` \ Total Proposed Built Upon Area(10%) 23,611 sgft(0.54 AC) d
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Sheet List Table O
Sheet# Sheet Title
1 Cover
2 Existing Conditions
3 Site Plan
4 Drainage Area
5 Misc.Details
Ii
N.C.UNDERGROUND UTILITIES
3 F BEFORE DIGGING C4LL
TOLL FREE 811 or(800)632-4949
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY

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GRAPHIC SCALE
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3 DAYS BEFORE DIGGING CALL Y - -
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/ /./ I ' / // i / /� LEGEND , '
1 (/ ** / PROPERTY BOUNDARY S a`�\" .• Add'•.
/ i jr /) hi 1 = —ADJACENT PROPERTY LINES(GIS) 1 �e QW z Z
•/ r - EASEMENT LINES i •g `�,M •Q�
/ =335— — EXISTING 5'CONTOUR(SURVEYED) 61;. •..••• �-,;�`.-
, � 1 1 / /, I EXISTING('CONTOUR(SURVEYED) q„III,r'Frr0 �
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/ I / / J LIMITS OF DISTURBANCE
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IQ PROPOSED RCP CULVERT
IPROPOSED CONCRETE HEADWALL
I / PROPOSED FLARED ENO SECTION
I ® PROPOSED STONE DISSIPATOR
I W ",.yI N/F 1 —0100 BACKFLOW ELEVATION
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3 DAYS BEFORE DIGGING CALL 1`7 I 1 I+� /
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� ORA / / �f,=OF .'�P dEDGE TERN ....•g4�,•,•��
CUT TO }/4"/_ 3/EZFT/FT CUT TO -'
GRADE 3 3 dr*.16r77iJ1,'J4 �i'I'i'�i3F�s'Iriyi=GA3!-�rZ $$�i�iL L�LK�C \\ ` \�` 1 11
C(].... I1SE,RFt- --,IAL \ \ \ �` \ I `` \Yo,1 1 1• \\ \ --_--OB 19Q4 FG 1$60 /�/
;3LL 3� 'SyS� 'S �'¢L� �� 1 �N 20>6 PC, 640 V7....7
�IIIIIIIttI\N\\��
a: 3 3 GRADE \ �-- -- \ �5 \ \\ \ ` \ �1\ \ \,111\ \ \\\\\\ \ \ \ \\ / // /
1 1f- :_�"5:' -"=^- "'- _ Y" 1 1 \`v \ \ \ \ ` \ ,9 'E ZONINF/R 30.--;/\ \ \ \ Q100 BACKWATER EASEMENT \ \ NENT USE>PACA
8"GRAVEL \ \`'N\\ \ \ \ \ Elev.-297.92 \ ` \ \ ; \ \ /�/ /'.
FILL TO FILL TO \ \ \ 1
GRADE DRIVEWAY X-SECTION GRADE \\ \ \\ \ \ \\\ ......
\\ \ JQ ,/ !111 •
\\\ �\ \1 1 \ lork
\LOT NOT BQUIRESFDLOODE PERMIT IS TIME / / ��/310 /2:7 MAX. 2:7 MAX \ \� \ \\ \ \ \\ \ \ \ _� 100 BACKWATER 1\ RENTS \ \ \ \ \ \\ \` _ Elev.=296.92I \ -__ /� / //\ \\N. \ \ \\ \ \ \\ \\\\\�- \ \\� X // AII1 I \ \ \PROPOSED HOUSE - / / //// //
\ \ \ \ \ \ \ ,, •N3 \ V
/G1i\ I \ MFFE:298.28__ /1 Hi T. \ -----,
30'WAKE COUNTY WATER (I`, 1O` (I .�O ' WI // /// \ �\`__ \\ \\\ I \ \ \ \PP;V WATEI SHED/FFER //// )\\\ \\\\� \ \�= �I' \ 1II \ \ MI 1 •\ \ \\ _( 1 i \\ \ •
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.,41 i •��NCGSCh I' /I f 'u�1 .\/ / � \ \ I�M' W�LLO�D DRILLED I_ �// /� / //// ert N O abi
Elev = 347 feet / JJ5 6.es. 1d U
/ I ,_ \ N89 E/153.82' IOW \ L\ Cry
�p / � .�� 63• _ i /l � �" / ll��llll��///���/ l I gK '.� I ; yI `\ /�/ ��i, /� �IPi
r 25'WELL OFFSET
/ I / % / 20'SETBACK L / //
6 ��
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/ / `� Q100 BACKWATER ELEV=331 39. / ( I I ' // / / Oh //�/ / '/ (Ii
// /I/ / / \ .�„ p ////�//�0'WAKE WATER // ( (/U
/� 9°38'OB"E/173.36' !�� 11
/ `��� • l pi 20'SETBACK SUPPLY WATERSHED BUFFER
ii► l / � / / r// / I I / / ,.�.r�'���; ���/ \.....___ / �/�/ / / ���%/i / SEPTIC FIELD '� O
�� "maws �` _, / / / / //' / EDGEOFI �j ��bii "`�4�►.� / / i, GRAPHIC SCALE U
/ / �� Ada*/= _ �� ' / ' / / / / I I I ( DRNEWAV GRAVEL ,� (74 �\ // /
/, -- .� ,_� - _ J/ ' , / „� s �i / // 40 0 20 40 80 160
•
N/F / 589.3/ - ?IrF ' \ . • iy 1�'� l -1_ - �I ,..erIV I /I//1I:f�V" . -7i' lVSK, // ��j 41.1
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UTECBT.CONSTANCE+ /
P1N#0T20-20-702> / N 3 8' ��' / -'� 5893808'W/ 9.58 �5��_ ---------___-----1--
/ //,--
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ZONING:R-30 / / ti` '� A/�' I / t' 0 '' /
/� / DISSIPATOR 20'LX 23'W
CURRENT USE RESIDE IAL /// / i ll �� \ _^ // i� �/// / / �� / // zt// J T / I � ' I I I // / CLA�1 STONE /� �' //�// //�//.
1 / , / �� . , . . l � I � � 1 � i.1 �� '/ i %, _ / / ,
SCALE:HORZ. 1"=40'
VERT.1"=4'
RIROW
34.8'VC PV - (5) tl
PVI STA=0+33 126.06'VC N
'. ma EL=333.86 29.8'VC PVI STA=3+02.94 0 M o
340 111111111
- 340 N O�
�b liii
liniLow Poial
0+50.1.(333.64L
Sao STA 6+0 6(0 00 b m
_ 1■■�m FINISHEDGRADE ■■■■■■■■■I■■■■■■■■■■■■ ■■■ 1UIL!
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SEE�'ETAILSHEET `II,--,II SEE••ETAI$HEE 1.71.15)0%
330III EaziP»). \ I 1P ®® 82 ■■■1II1■■III,■■■ 5 n 330
ria
ON 330:g33% w ■■■IiI1■■IIII■■■ wout=32'.61 ■■■1I1■■II,I■��\ ET. ■1111111a- 1• 29147 I •
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,
29.21.
290
PVI
PVITE=4+'1.23 290 50 d0 -30 . TO Off ,..et 110. 30 rSIP/Ii`OR O
K=10.0
320 1+17.69(3) ,9�' HQ+56.63 320 a
STA 1+16.63 (315.391
335
-EL: =332.77
i 40.9'VC �/\/xVI
ErG7'66 -MESHED GRADE PVI STA=5+.9
a; 1 PVI EL=299.'0
f00 YR FLOOD 3 K=10.0• O
0 ELEV:331.39\ 1 6+/39.04t 0 O
w •
'1 298.67') 1.29'VC w O
PVI A=9+27.58 CIZ EES PVI L=306.32 1� w
20.0
330 \ 330 H gn Point:
w V ua :+43.21
ilk CD
SW-1 30].131
310 15"RCP a
32'LONG AT 3.33% D1651PA•RJ hyp% I 310
INV IN=330.68 Ct
e1 / ^�
INV OUT=329.61 • / 1
,o FINISHED GRADE 1�I
325 325
-30 -20 -10 0 10 20 30 40 75.4' C
Offset I PVI STA 7+98 ^+
PVI EL=•97.49 $ 1 Ct
I K- 1.0 A
Low Pint: 1/�\ O
I 7+6 44 - iil
Ad
300 I 300
11111
Cut/Fill Summary °°' 1110.
Name Cut Factor Fill Factor 2d Area Cut Fill Net P� oI
I
Vol -Entrance 1.000 1.000 401.13 Sq. Ft. 2.42 Cu. Yd. 3.97 Cu. Yd. 1.59 Cu. Yd.<Fi11>
Vol -Driveway 1.000 1.000 32891.68 Sq. Ft. 1159.77 Cu. Yd. 769.25 Cu. Yd. 350.52 Cu. Yd.<Cut> \
Vol -Parking 1.000 1.000 2036.15 Sq. Ft. 27.19 Cu. Yd. 28.99 Cu. Yd. 1.80 Cu. Yd.<Fill> /
IEEE.. Totals 35328.95 Sq. Ft. 1189.39 Cu. Yd. 802.21 Cu. Id. 387.18 Cu. Yd.<Cut> I
290 I■■■■■ ■■■■■■■■■■■■■■■■■■■■■■■■■■■■■ ■ut�297.'11■■■■■■■■■■■■■I 290 J
0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 10+25
Station

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�/ -� /i / / / / .���`�� i ��� /i-'� / /� i / / LIMITS OF DISTURBANCE
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/ / 1 / /I / 1 / -� A A -IMI 0 / / / / ////////j y V /I \ i// --�I I 1 )I / PROPOSED DRAINAGE AREAS
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1GRAPHIC SCALE
N.C.UNDERGROUND UTILITIES i \ �/ . I too - 0 s-o zoo 400 —
ig3 DAYS BEFORE DIGGING CALL I \ I L`/ J
TOLL FREE 811 or(800)632-4949 1. I'1' ,� FEET)
\ \ `` 1 ' I 1 inch= 100 ft
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY

/
REUSE RIPARIAN NEUSE RIPARIAN 4 I \ / \�r� \ NEUSE RIPARIAN xl,,„nEIE,,,,,
/ BUFFER-ZONE 2 • IUFFER-ZONE II I I / v BUFFER-ZONE2
/ / /) NEUSE RIPARIAN STREAM BANK S�ry•
/ I . 1 I / ! / / \ BUFFER-ZONE1 \ \ FILTER BAG FOR DEWATERINO '.��N\ \P�•»••., dd�y
/ / SILT FENCE :O d Lo v> y
/ / / . I I �A I I I / / / 2 \ \ \ EXISTING TERRAIN i g ¢^ _:
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/ DITCH TO ROUTE WATER _ '/ / / SILT FENCE OR DNERSION . \
AROUND IMPACT AREA k i DITCH TO ROUTE WATER DRAINAGE 8�OF N0.5 OR 57 STONE
/ / \ /)))
/ �� / / \ ` / / / ' AROUND IMPACT AREA \ 1 I • GEOTE%TLE
®PROVIDE ENOUGH // / NOTES
DISTANCE TO ENTER
/ ' '� CONSTRUCTION AREA �/ / / \ \ •\ PROVIDE STABIUZED OUTLET TO STREAM BANK.
�/ / -f-T L ® / / / /7'''''///
/ / /-I, PUMPr •
\ ANDDGEOTEXTILE MAY
AS DIRECTED. UEU OF STONE
A SUFFICIENT NUMBER •
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FILTER BAG FOR DEWATERING ABOVE NATURAL GROUND. U
` / } __ ___----� -" CONSTRUCTION ON THE CROSSING SHOULD BE a IIF----1111
it
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Z / fJ �/ / /'+ EEC / '' SEDIMENT FROM THE GRADING ON THE WEST INOT TO SCALE
/ I / /� L��z' £_E 6�g4 SIDE OF THE CHANNEL OUNTw •� N ,^°"N y
` • I/ / /,, �E Loarx STANDARD FILTER BAG FOR DEWATERING ACTIVITIES 0 .�XO 7
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I 4. l l - A SW-2 2. IMMEDIATELY LINE AND STABILIZE BEFORE ANY DOWNSLOPE GRADING BEGINS(STABILIZATION MUST OCCUR BEFORE ISSUANCE OF A •�--� yY
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/ / /�� -T-O . D FCR DRAINAGES 5 ACRES CR LESS.
4. ANY SEDIMENT LADE!WATER PR3. DIVERSONS SHCOLD ONLY BE IOR TO STTABIL:ZAAN:PI OF THE OIVERSIOM MUST BE DIVERTED INTO AN APPROVED EROSION AND SEDIMENT c EA
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3 TOP of FILL TOP OF FILL TOP of FILL S °w
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LLD.Ms MIN. - vLnoeMexi°oF ¢ {{JLU
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16 I.D./8 MIN. "'-LAB DIRECTED d ••
a PRIOR To rrr r, „ L ,,, „r I„
H.
1 Fl
10 = O FILL PLACEMENT OF p,p,+2' NOT LESSIT O.D.2' NOT LESS THAN 6 YIN 0 D. IN.0 D BY ENGINEER Q X ••y�'I,
-D N 7¢ PER FOOT OF W' F- �!'1, i � FRONT VIEW =
m D ROCK FOUNDATION "TIT M°onELisxaxria"1' N LU. PLAN VIEW NOES: =
N NORMAL EARTH FOUNDATION LL
UNSUITABLE MATERIAL FOUNDATION =
Z PIPE ABOVE GROUND N 1. L=THE LENGTH OF THE RIPRAP APRON. STEEL POST
r O GENERAL NOTES: J 12 2. a=1.5 TIMES TOE MAXIMUM STONE DIAMETER BUT NOT - fig' WOVEN NINE FABRIC
> -0 DO NOTROPEH OPERATE HEAVY EQUIPMENT OVER ANY
PIPE CULVERT UNTIL THEPIPE CULVERT HAS 0 0 LESS THAN 6•(INCHES). 1. USE SILT FENCE ONLY WHEN DRAINAGE AREA SILT FENCE FABRIC
O I.D.=THE MAXIMUM HORIZONTAL INSIDE DIAMETER DIMENSION. BEEN BACKFILLED AND CO H AT OF POVE MATERIAL. Z •j DOES NOT EXCEED I/O ACRE AND NEVER IN
.y., 3. A FLIER BLANKET OR FLIER FABRIC SHOULD BE AREAS OF CONCENTRATED ROW. b €
~ D D D THE MAXIMA.HORIZONTAL OUTSIDE DIAMETER DIMENSION F INSTALLED BETMEEN THE RIPRAP AND SOIL FOUNDATION.
SPRINGLINE OF PIPE W L
0 /I W PIPE 2 REMOVE SEDIMENT DEPOSITED As NEEDED TO ILL S CALLY AT ANY POINr////1 SELECTBOVE ACLMRIALENTTHEEIiiL + U
ALONGTHETOP BANMIENi AT THAT POIN MATERIAL. L . •••I •••••i
11111 TAKE CARE TO FULLY COMPACT HAUNCH ZONE OF PIPE BACKFILL. NF,rr ,rr r{ UNDISTURBED EARTH MATERIAL =_ LY A�ElO •••4_•1'-- `6'MINIMUM COVER TT^
OVER SKIRT• V
IOOSELV PLACDEO SELECT MATERIAL CLASS III OR CI1r33 IRE TYPE t �-II
1:r''-'':'':,',1 0R PI DINE.L VE SSO AND
DIREOTLV BENEATH P P�.���7.• LATE ANCHOR SKIRT AS DIRECTED
SHEET 1 OF 3 D BACK FILL WILL .1 i�i4�i WITH ENGINEERING AS DIRECTED BY THE ENGINEER.
ENCAPSULATE SHEET 1 OF 3 FILTER - BY ENdNEER•
300.01 ACCOMPLISH COMPACTION. 300.01 ,_-W. FABRIC i
SECTION
Ti TOP&BOTTOM m" z a
DSIFlF VIEW
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- FILL FACE Q 3 IA]/08
/ "2"BARS IN
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ITV B,r TS@6" 6' WO M•Y •
3-N2 ,I O ®•3�TI• , j •• INITIunIARINQAA
-5 SPA.@ 1OF FOO BARS SECTION - AA i f • •• • -- _ - _- _ Nill
4114 I 2 TY2'�I-11�w,r IN BOTTOM OF FOOTING SECTION - BB I ••c • • •
PLAN SEE STDMOTOICISTURBANCI
.#838.45 FOR GENERAL NOTES. •••••••••••• •••••� F NOTES + IR
BILL OF MATERIAL FOR ENDWALL • • • • •
REINF. STEEL 1 PIPE J •�✓,•,8•e 1 • • 1. L THE LENGTH OF DUE WRAP APRON. LOS
-,1,,.,"ZUW SEDIMENTRw OR FOIV ALERT
'I BAR SIZE LENGTH NO. NIGHT J LU •Ai r._� Y. M w P.O TEES THE MAXIMUM STONE DIAMETER BUT NOT •IMRAAOF
¢ a W PLAN VIEW LESS THAN 6•(INCHES).
2-Gi B1 #4 5' 6" 4 15 .w,,,NN.M MOLT .
B JI I 2-V1 @ 9"FILL FACE B2 #4 4'6" 4 12 OLL 0 O 3. 1N A CHANNRLBANKS OO CHANNEL
ELEVA ON�OF 6E QNCH°IE15)ABOVE I. INSTALL
MCt
aI /, S G1 #7 8' 8" 2 35 C7 Z a FENCE FENCE OWLETS TREE PPROTECOON FENC.
THE MAXIMUM TAILWATER OEPIH DR TO THE TOP OF THE IWP w'ETC.)
ON FIRST
SIDE
WORK STREAM ARONNLY.
-- I1 1-V1 SIR.FACE H1 #4 6'-0" 10 40 W O _ L BANK,WHICHEVER IS LESS. 2.CLEAR
- 1j,►, 2-62 H2 #4 4'0" 4 11 Z+ W �. A. A FILTER BLANKET OR FILTER FABPoC SHOULD BE NSTai"IDTCHES.SYUR51METER wS,R AND PUMP AROUND AS 0
'''(7FFF��N� Q INSTALLED BEIWFFJi 1HE RIPRAP AND SdL FOUNDATION. N SHOWN
F ` Ni #5 3'-11" 10 41 ¢ ~ PIPE • • ll SAL COFFER DANS ON EITHER SDE OF WORM
fl '� ��'���; 3"OIA.DRAINS cc W W 1 • • PR
ES.
6"ABOVE FLOW LINE N2 #4 3'-$'r 6 14 �. a / • •
5 SPA.@ 11'FILL O (� II • -•• F • E EXCAVATE PR PER CULVERT MANUFACTURER
• • SPECIFICATIONS AS DEVILED IN TOE PLAN SET.
gli �V FALEA2-H11''102"SIR. FACE 2-V2,2-V3,2-V4 O Z 0 111fIRy1pp111 a I•e 2••, 7••••••,11111 11- I'
���� �� 3 SPA.@ 1'3"FILL Q O 11=' •I•-.-�• �! i•-• T _
Hz T1 #4 12'8" 6 51 z V 0 1
2-B1 2-N1 FACE 3-H1,1-H2 2 SPA.@ 1'-10" T4 #4 5'6'r 6 22 H
'?I COAST.JT. Pr1i!
FILL FACE In L1.1 --- FILTER
B N1-vx,1-v3,1-va T5 #4 2'-6" 36 80 W J SECTION'A-A' FABRIC
ELEVATION V4 v1 #a 6'-3" s 25 a 0 WA
V4 vz #4 s' 1" s 20 0 cc c A- 3'-e" H1 V3 #4 3'-11" 6 16 Qo Z ¢ STANDARD PIPE OUTLET TO WELL-DEFINED CHANNEL STREAM CROSSING
3t'Z-�� �_ I I YCMca V4 #4 2'-9" _ 6 11 ¢ :-1 0 EFFECTIVE:OI/ilroe
22- 3,_3„ _ `ac.a.ce. LL
/^ o T w dIEiii\ 21 #5 4'-4" 4 18 ILI
Z3- 2'-a" era ■ "Zr, Z2 #4 3'-10" 4 10 CC
Hi� I T 3-N1III 3-N2 Z3 #4 3'2" 4 8 ?gm '
X2 3'-5„ 1,-1' I L r �HK. 5 SPA.@ 11"
"H" BARS "N" BARS "Z" BARS WING ELEVATION
REINF.STEEL LBS. 409
"H", "N",&"Z"BAR DIMENSIONS ARE OUT TO OUT. SHEET 1 OF 2
CON./R.C.CU.YDS 5.6 ' 838.27