SW8970726_Approved Plans_19980408

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PEDESTRIAN CROSSWALKS AND STOP BARS PEDESTRIAN CROSSWALKS AND ATOP 6MS FOA TEL IHTER9EGTI0N +
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„ (PooAu °IN•'i 1 vi ru i 12,1 1S°'Q 1 I 8" STORE DRAINAGE NOTES
CHAR AMP Nor S
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I r/Y K =" �= - -�-`-` - - -_____ _ ` ■ 'I 1. NO SLOPE SHALL EXCEED V . 1' (12:U ON THE RAMP OR
-'-- L... 1 II I SIDEWALK.
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d \ O[IRuaP 'IGo•• •t' t I O SUODRAIN TRENCH TO BE BACKFILLEU WITH GRANULAR
MATERIAL TRENCH TBEM6
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'-'I ■ !I i \ 2. IN NO CASE SMALL THE WIDTH OF WHEEL RAMPS 8E LESS
/ �_ _ ••rtr r r+� - - / _ = -, �! _. "" -- "` �■ , I -` THAN 40' (GV•) WIDTH$ MAY EXCEED 4W IF NECESSARY.
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�hTRENCM TO6KFI0Q aA0WI7H
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C 9. USE CUSS 'A' CONCRETE WITH THE SURFACE HAYING
' �s
.y wis[n uxc GRANULAR Flll MATERIAL FROM BOTTOM TO FINISH
I •_D.
_- \-- A
I' J ' J 11 I ROUGH, NONSKID TYPE FINISH.
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/ GRADE. GRANULAR MATERIAL IS DEFINED AS MATERIAL
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�WITH LES$ THAN SK PASSING /2W SIEVE,
SECTION B-B SEC iIOH A -A ((1 I
1 �� 20 AT CONTRACTOR'S OPTION SMOOTH -CORE CORRUGATED
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■ 1/2' EXPANSION JOINT WILL BE RFOU1AED W
r HERE THE
■ CONCRETE WHEELCHAIR M
- -- -_- -+ - - --� \ \ A.T MP JOINS ANY RIGID
PAVEMENT OR 6 RUCTURE.
_
i uYDISTi7RBED PLASTIC PIPE (AS MANUFACTURED BY CRUMPLER PLASTIC--" -
1(t VANES FROM K NiTN .i4'0 RCP `� SOIL 'PIPE COMPANY OF MANUFACTURED
N.C.) MAY RE SUBSTITUTED i
ygRrtf r0 ti WITH ae D RCP FOR CLASS IN RCP BETWEEN O.I. /f1 A D.I. f16, D.I. ft6 A
WHEEL CHAIR RAMP AND DEPRESSED CURB FACILITY )))
3 .9' % D.I./IO,D.I. f1OAD.I,f9,D.1.fBA STS
___ _ _
1
� 6. CONSTRUCTION METHODS SHALL CONFORM WITH THOSE
BOO
�, OF THE GOVERNING BODY WHICH HAS JURISDICTION OF
THE HE GOVERNING
MN I2, STS MH f2
/ 6'E ADS SOCK P'aE �� AND DETENTION POND,
- (SEE NOTES AT LDAER RfGNr) (AASN70 U232
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1" = 50" r
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J 9 L 6. THE INSIDE PEDESTRIAN CROSSWALK LINES SHALL BE NOTE: Tt-115 PARCEL 15 LOCATED �!( 2 SOCK PIPE TO BE LAID AT SAME BOTTOM SLOPE !(6 RCP TO I ■ ESTABLISHED BY BISECTING THE INTERSECTION RADII
MAINTAIN CONTINUOUS 12' HEIGHT ABOVE TRENCH' I i WHERE MARKED (SEE NOTE it).
(D IN ZONE C
ltl CUSAR RA BOTTOM. I / ■ 7. THE WHEELCHAIR RAMP SHALL BE LOCATED SO THAT THE
O vAR2i O 12.-+ © SOCK PIPE TO RE TIED -IN TO CATCH BASINS USING G• SCH - I / ■ BEGINNING OF THE WHEELCHAIR RAMP WILL BE TWO FIRM COMMUNITY PANEL
■ I FEET FROM THE INSIDE PEDESTRIAN CROSSWALKLINE. Jl3%OI E8 DOJO E
fe-�.-� W PVC PIPE STUB INSTALLED THROUGH CATCH BASIN I { ■ S. THE WIDTH OF THE PEDESTRIAN CROSSWALK SMALL BE W
I I iAIIll WALL WITH INVERT 8' ABOVE CATCH RASH FLPIPEOOR, ` l I 'I ■ I FEET UNLESS A GREATER WIDTH IS REQUIRED TO DATED: SEPTEMBER 3, I J92
'L ate` b/ OUE 7S. SCREEN
i0 00'08END Op PROVIDED
SHA L BE INSTALLED '`' ■ ACCOMMODATE THE PEDESTRIAN TRAFFIC. O Z5 50 0O 5O' 1l OUTSIDE CATCH BASIN WITH STUB AND BAND CONNECTION ■ S, STOP BARS SHALL BE USED WHERE IT IS IMPORTANT TO
TROYOY l2 y/ TO SOCK PIPE. i I STOP A THE POINT BEHIND WHICH VEHICLES ARE
WALL 6- © PROVIDE ENVELOPE OF 167 OR 187 BEDDING STONE, 8• ■ INDICATE
NDICREOUIREO H STOP IN BEHIND
COMPLIANCE WITH A TRAFFIC
R !// THICKNESS, SURROUNDING SOCK PIPE SUBORAIN.
SIGNAL. ( • LIOTHER LEGAL
10, PARKING SHALLBEEELIM NATED AMINIMUMOF20TFEET
1"-- 50'
I ■ i BACK OP PEDESTRIAN CROSSWALK,
SUBDRAW SECTION
® I 11, ALL PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH
I THE LATEST EDITION OF THE MAMUL OF UNIFORM
(STORM SETTER SUBDRAIff INSLL ITRENCH)
TRAFFIC CONTROL DEVICES PUBLISHED BY THE FEDERAL
HIGHWAY ADMINISTRATION. THIS IS AVAILABLE FROM
THEERuucut SUPERINTENDENT ^ OF G DOCUMENTS, U.S;''
PRELIMINARY SITE PLAN
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PLANNING
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ARCHITECTME
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LANDSCAPE
kRCHITECTUR
121 S. ESTES DRIVE
CHAPEL HILL
N.C. 27514
919 929 7158 - ph. 919 942' 7535 -fax
PRELIMINARY SITE PL
RECEIVED 2-V
G L
NEW HANOVER dOUNfY PLANNING
�. x
?�. W X 3
LOCALITY MAP
REVISIONS
REVISED+ 5/6/02
The use of these plans and specifications shall be restricted t'' the original site for
which they were prepared and publication thereof is expressly limi d to such use. Re-
use reproduction or publication by any method, in whole or in pa is prohibited. Title
to the plans and specifications remain in the architect without prudice. Visual contact
with these plans and specifications shall constitute prima facie evil nce of the acceptance
of these restrictions.
1
DATE
t1/2/01
DESIGN
RNA
DRAWN
DC
PROJECT NO.
1309
FILE #
1309C101
SCALE
AS NOTED
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133• 76 CONSTRUCTION ENTRANCE DETAIL
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tCONSTRUCTIUN SCHEQULE ERQ$ION ft ll% MATES
r,w{ 1, OBTAIN PLAN APPROVAL AND OTHER x I. ALL CLEARED OR GRADED AREAS TO BE MULCHED "
APPLICABLE PERMITS. AND SEED£D AS PER SPECIFICATIONS WITHIN = �-
30 DAYS OF COMPLETION OF GRADING IN ANY PLANN
2, FLAG THE WORK LIMITS. GIVEN AREA. 8
3. HOLD PRECONSTRUCTION CONFERENCk AT 2. CONTRACTOR IS TO CtiNTINI) USLY E All X CF'IITE RE L
LEAST ONE WEEK PRIOR TO STARTING SEDIMENT FROM FENCES AS IRED BY
CONSTRUCTION. INSPECTOR. ANY C&tCjjD SEDIMENT LEFT
AT END OF IKi5
Polo✓ECr 4. INSTALL GRAVEL CONSTRUCTION E41TEiANCE, • INTERIOREMN
LOCATION 3. SILT FENCING TO `BE INSTALLED AND MAINTAINED
►/ Sq �� 5. INSTALL SILT FENCING AT LOCATIONS SHOWN SURROUNDING ALL DROP INLETS. CATCH BASINS,
ON PLAN PRIOR TO GRADING ADJACENT UPLAND AND MANHOLES UNTIL STABILIZATION IS
\ AREAS. COMPLETE. !' LAIDSC AKI-InE1CTURE
6. CONSTRUCT SEDIMENT BASIN. 4. SEDIMENT FENCES AND CHECK DAMS ARE TO BE 6330 QUANDRANGL.E DFWE SUITE 260
REMOVED FROM SITE WHEN GRASSING IS ACCEPTED
7. INSTALL SWALES AND STORM SEWER PIPING. AND STABILIZATION IS COMPLETE. CHAPEL HILL TH CAFUJNA
INSTALL TEMPORARY CHECK DAMS. SEED DITCH 919 489 i 771 — h 919 3466 — fax
AND SEDIMENT BASIN SIDE SLOPES AND INSTALL S. ANY MATORIAL EXCAVATED WHICH IS NOT TO P
S ENERGY DISSIPATION DEVICES. BE USED FOR FILL IS TO BE REMOVED FROM K
�i THE SITE UNLESS OTHERWISE DIRECTED BY THE
8. ROUGH GRADE SITE AND STREETS. OWNER OR ENGINEER.
9. COMPLETE FINAL STREETS AND %Q$ES. H� 'i'
LOCATION MA P STABILIZE WITH GRAYK#:8 CONSULTING ENGINEERS PLANNERS
1 1
Nor ro SCALE 10. COMPLETE FINAL GRADING OF GREEN AREAS " '
AND PERMANENTLY VEGETATE, LANDSCAPE, AND ♦ 13611 • 1 1602 HARBOUR
�1gg6
MULCH. WILMINGTON, N.C. 401
11. ALL EROSION AND SEDIMENT CONTROL
PRACTICES WILL BE INSAPECTED WEEKLY AND (9110) M-454
AFTER RAINFALL EVENTS. ME90W
AIRS r '
'r •: 1 , 1.♦r
WILL BE MADE IMMEDIATELY.
flEP'
12. REMOVE ALL TEMPORARY MEASURES AFT"' , • J
SITE 1$; �'T ANO PE#iMANIEIII" 1 '
MATERIAL KEYING EGEND
�(, ,
VEC;ETAT�T$
13. ESTIMATED TIME BEFORE #tlMAL 8TABILIZAt*fi1
R/ M = 21.6'
AW. = 2S.3' * ►B MONTHS.
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Q41y�TBUCTION SCHEDULE
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1. OBTAIN PLAN APPROVAL AND OTHER
N
APPLICABLE PERMITS.
2. FLAG THE WORK LIMITS.
3. HOLD PRECONSTRUCTION CONFERENCE AT
JOB / SO
LEAST ONE WEEK PRIOR TO STARTING
Q / m1n
CONSTRUCTION.
PROJECT
4. INSTALL GRAVEL CONSTRUCTION ENTRANCE.
/
t 0CA rION tip�a
5. INSTALL SILT FENCING AT LOCATIONS SHOWN
ON FLAN PRIOR TO GRADING ADJACENT UPLAND
4?/
AREAS.
,/
4 6 min i /
6 CONSTRUCT SEDIMENT BASIN.
2-3" ��
p,``
7. INSTALL SWALES AND STORM SEWER PIPING.
��
aggregate
5
INSTALL TEMPORARY CHECK DAMS. SEED DITCH
coarse �C`
.-
AND SEDIMENT BASIN SIDE SLOPES AND INSTALL
rro S9 % 4�
ENERGY DISSIPATION DEVICES.
S BO° 04' 36 4 `'F_.C. M. `;l
E
Dean ! Sir
,t 4 4
8. ROUGH GRADE SITE AND STREETS.
I33.76'
CONSTRUCTION ENTRANCE DETAIL
1
-
9. COMPLETE FINAL GRADING FOR STREETS AND
I-OCATION MAP
STABILIZE WITH GRAVEL BASE COURSE.
EROSION CONTROL NOTES
1. ALL CLEARED OR GRADED AREAS TO BE MULCHED
AND SEEDED AS PER SPECIFICATIONS WITHIN
30 DAYS OF COMPLETION OF GRADING IN ANY
GIVEN AREA.
2. CONTRACTOR IS TO CONTINUOUSLY REMOVE ALL
SEDIMENT FROM FENCES AS REQUIRED BY
INSPECTOR. ANY COLLECTED SEDIMENT LEFT
AT END OF JOB IS T BE REMOVED.
3. SILT FENCING TO BE INSTALLED AND MAINTAINED
SURROUNDING ALL DROP INLETS. CATCH BASINS,
AND MANHOLES UNTIL STABILIZATION IS
COMPLETE.
4, SEDIMENT FENCES AND CHECK DAMS ARE TO BE
REMOVED FROM SITE WHEN GRASSING IS ACCEPTED
AND STABILIZATION IS COMPLETE.
S. ANY MATERIAL EXCAVATED WHICH IS NOT TO
BE USED FOR FILL IS TO BE REMOVED FROM
I` III SITE UNLESS OTHERWISE DIRECTED BY THE
OWNER OP. ENGINEER.
NOr ro scat. E 10. COMPLETE FINAL GRADING OF GREEN AREAS
C r'3 AND PERMANENTLY VEGETATE, LANDSCAPE, AND •♦3E '' ,2e., 199E
w 4' I, = 22 3'
211�1 30 C' NIP RAP 2 F 4, /6"O HCP I ,
48° 0 HCP a) 0 4-1.
_ /',� 0.3 1. 126, ♦ 16.1 MULCH. :
�' 1-h ALL EROSION AND SEDIMENT CONTROL
6.4 PRACTICES WILL BE INSPECTED WEEKLY AND
C.B..91 ♦� t2b.Q t25 61 r 2 k.. u' 0 ACP
RIM= 23.7'�' AFTER RAINFALL EVENTS. NEEDED REPAIRS I
INV.= 23.4 _l9"0-HCP �o.4v �1�� "'�`�- 6.� C.e me WILL BE MADE IMMEDIATELY.
t16. 3 i - = - - - -ll �'-_mac- ie"N r2 (eI9 LF/ 1
, _---�. __.---_ �� HCp �.. _� HIM 25. E' :
r"e RCPC� _- , ,�I '--�;'�ou LFI IT - ��� 1r,,Lh F26 1� �� INV = 23.,' 12. REMOVE ALL TEMPORARY MEASURES AFTER
` +26.1 �� RCi 3 , F I C.1l. A4 III r - _ , * �_ STABILIZED AND O.ZPERMANENT
1 2 RIM 25 3' l mac. . n� _ r26.a * S �/o SITE S
�� +- srs MH INu 22.2 I I HIM = 15.7' =�� lea kc„ �� �_ ., O/'/7 " VEGETATION IS ESTABLISHED.
Jl t26.0 �-O,?i r261 E \ HIM c 26.3' +26.6 Ivv. r ?2.4
INv : 22.7'r-�- f2ti•L1 !' sP ..LF/ ,�.___ C u u 9 13. ESTIMATED TIME BEFORE FINAL STABILIZATION
11 - 27 + 25 I 26,,e �.'i. �• �� h 25. 9 6 1 ♦ _ a u l Y.
_ _ - 18 MONTHS.
12U LFI / ENV = 23. 3'
30• .- 264 + INV = 180' z78 III .r---- ._ `
I, C C.d. �7-.
30 CY RIP RAP B -I I /{' \ r. 25.81 li +26. 4 RIM ' 2S 6' -4 � \U 1 I /-2fi. 4,
INV v 22.9' F `69 LfTj '' e_ 'wE 1L ANDS _ x i^ x_
/r� !M z25.7' ' : 1I I ,'t FP - 27.8, 115 r:I ! h26.0 ?6.5 f �p � _ 26.2 h r _�� /09/.9
NV. r 23.2' i . �-- + m ^ -C.8 3
/I I I an_II� C P Rim =25.6� y( 26.3+
`I I \ + +26.J INV. = c3.1 ASP 25.9 C.B. Nll
' , , i '',' p ( i, 4•. '� 26-0 C.
RIM c 25.9'
\'t 1 li , I ,', 8-5 26.2 I I f 26.3 tg / 6.2 r865 104 9' - C.B.B 1 /�Ig+ INV. r 23.1'
O v 111 5 1 / I 27.2 RIM =25.6' QR 1 26'
17 as 15 +Y6.3 +26.2 t27.PJ INV = 23.2'J dP ;Q�/ : ! \ 16 ,I
I 27 t26.5 i 6 3 -
1 Y G 26.s+�'
j' 1 +26.5
FF=28.5 $6., ;11( 1 - Y :Y7 � �
4 ' C.B.
RIM = 23.8'
#I2
1 / RIM r 26.0' ' ' ' I ' ' I i i I Y7 cA f 26.5 ca
INV, 23.4' �' I It'I 1 9 T 3' l r:6o �-/ 26.6 INV, r 23.5'
-7 c-- i I 2 T. B h 11 R 1 ,µy °+,
S 27 t o la I SWALE 27a V ♦ 16 6 1(jr `\v ?6.T t
%I (. II FP 28,0' tNv �26.s � 1. t t?6.4 /� f26.� G 9 � /�B� �
1 Inti-- -l.\ /•D l3 28 ?T.Y Rc of
" .. ^+r
lB= tpaa 1i8.At T)Vr?8.4 1'�1 s� f ` ,' y"' sw�sf a1��141 " o P /r� 27. + c.e.1 +as3 Q
W=?6.T rWs2f I; 1� '''11NK" i Y6.0' - r pry /epr C©// 2B�li V r OP h +173 R/Mr23.3 ®t,NCpO Qv
I r5. FF - 28. T / t:
25.3' S.� TWdBL'i.4 Pe (� tR"f r
? 9h 0 / •P NVV.=23.3
I.P.S.
`°1
41 .
a6 'IIrl3'r' .1Bu' ♦19P of R Or PC
16
it
f.fV 1706' � W I
AI If t 19
POWER Pat
ze :
' INV. (IN) c 23. 6'
♦ t� PI? VIDE' 20 1 ,
CY RIP RAP
rt6, I.P.S.
r16.9 5.67 �1adl 19 62
SILT FENCE t6 6T , ' ;
BEGIN CURB 8 I '
GUTTER �Ci R/W GRAVEL CON�rRUCTION
ENTRANCE (S DETAIL I
1 **25 3-27 27.3 TWr v:7.3 28 f84 � I/ 6 J 7 /", 2
I , I 'I i I 1 27.3+ ?S•5 $3.9 \ 88.._' 29.2' T SWALE B t�F ` ' ilJf t26.2 '
s.8 INV. r 270' ,
{�
9. ?6.7 27.3
D. !. �$. 28.8 O, i. t < /, 26.6 ? 6. 7 + Z•G.5 + ' , FUTURE ENT7{{p���ANCE
f i l- '-SWALE I 28.0 RIM = 2B.0' �/ B r 16' 4"4i"'� ' ' PAVING 9 7f,1PN LANE
FP - 27. 3 t RIM A, 83.�, _... 2B 7 /NY. = 22.9' 1 Q f 86 ! / Q I
T 26.6
I _) I IN s rY. FP = 28.8' !l/ T cQ is I -- �I (� �
' r INV. = Y3.1 ' T I ,
I "II f2T.0 �
5.7 I 7.O rP6 1 -9-8 "� 9 Yll� ?73 • t26.2 `i \ �,� ' 'o
' t,/
' 'II I4 -A Tw-7 ilraS.3 dill +t59 ♦ SWALE r SWALE ' "„`9 �%I B 273 Q
dill � �` FF = 29.5 �+1 j 2a, 9 t � 7 Tw:2Z? '�, 1 �
FF s 2%% 5.8' SMG1L P U O L INV r 16.3 ? 6
i ' CA?11 t I N K r-
Y5•3
.
FF = 2t9.0 HCAP y 23.8' -tDy• Tw 274.rI1 ♦ 16 6 ' t ?7Y MAILBOX YB.3 h I T 2B 6Be♦ ' ,pe " 29 t3
I24 1 it II) 1l - r �.._, rw:27.9 \Il 269 I ♦ 17I I
r 1 I I..4 2T 12"B RCP (SWALE \ NV. r 27.4'' 26.9 �/ b.9 ?3. t PB.9 SHELTER 28 - 6 - T `�
I 1 I r Y6 INV (OUT) = c'3' 4'
t9.1� I 2 0.2% !24 t7 0 i ,
Y7.3 27 INV t0UT1 - 25.8' SwAL£ ! l FP 2R. 3 5 frwER PROVIDE 20
d p
$T..3 -N 2 ... ♦ PROVIDE 5 CY ""---� 1IW. r Zb.Z' _� t27.0 / / 'T17? 4 - L7 CY RIP RAP
I1 6 / /6 1 "!IFV
RIP RAP Yb. I h
!2",v *CP® 4 j 270t ♦ 27 : k7.J
i �t t2S.3 Y4.7 25.3+ SWALE . rh 1r8iir� I +26.5 FP - 28.� �- SILT FENCE ` _ Q rw_s * rre.sl n1' .,..; -
_ - _ p .- /
2T 0 270t I rj; 1 , f.1_ StYAt _ 27 � s v �� K/ t�3 6Ifi2 2a 4j SWALE - FF = 29.6 f
N / AP I � I
, 'fiV.x _ 1
' I ' I INV r -, 1� D. t. it3 ,A .�. P �' ♦ � �`� INV s 270' � ��-�. 2B.8 .16 G
26 J „ , I IHv - a6.0' I 1 Rrb1 = 2r.7' 1.0 % t FP = 28. ! ` �� r ''"-1cE 1. a FF = 29.0
- 1 23 2 A . e' r
i I rr .� - + ,
SILT FENCE ! �' FP 27.3r I y r"260 �`' �_ V. 23.e
D I. 7r /J I
l {/ ?e.2 2B �, Raw=2aT �� rs I J
V ' SWALE 5. I I G $7 \ IN ,
� I 7.8 f?T.2 INV =25.6' � _ /{ I 2d 27 111 1 I O
1� + fN
I I 1'' ^I I 1+ fY6.B] t /I ._. �C,G,q 28.Y� ,� SwAI£ / ' ? ALff-� +$8 O!2 �I I' 6.6 ?7
_. ---?4 ' r t REROUTE +23. I I (I waLE /wv Z6 2 '�-
�,'I II, *Exisriv p k r i ) I r
13- GJ TWs f =27.2 Q�I'vp, FF = 28.8, Tw 27 jI I -- , i' FP = 28.Zr IN.' - 7E 1' L 1 r,+ SWAL26 D� I 1yI 4 1 ,� ♦17 I' rELF MANHOLE
r 272 ' wNL£ ! ' / 'I s ze 3 f 2 .9 �- _ _ _ - _ o �' MrNHotf
'� t0 III rot 4 26 PB,I+ fi l 6 ftEv 7tl9R
N NEW D1rCN III rl r CAP ih INV. = 26.0' �: } �� 2d.Bt ZS
... _..-... -.- - I .: „ c'6.T\'llto
- --E 'T I I I ,I 4 FF = 28.0, 25.7 11 H CAP I WETLAND 8 „ I1/ ,
__
_14.
o -- --- _ -- 20
O -- --- ? 2 -._.. ,,.d+� r r♦ ;pTCH 12- A
INV. r 17.6 i § 23.Y hJ 28.7+ lI r +25 , '
2 Z4�--� 11,, r25.3 �►11 + 27 / res h26.o /27 4 FP = 28.3
24+0'' 1NL1 15.8 FF 27,�, `2f'' s >_ _ FF=28.� .l� 411�
Y2 1 r ll rr 73'I ott� 3 12�`
i-+-----8d , 1, X 3 t 1 D. I SntaLE
.. ,.........._ 27 P5.9 rt®.5 IL _ t 27.8 ♦ / 26.6 + JNV.: ?6.8' l / !7 Q f 26 I I.
83r _ t U i Y78 SILT FENCE . / FP = 28. 7 d.7 \3`a�/ _ INv. - ,21. ; 6 p - B rw °2s f 26 7
` �`�h�_ E T L ANDS
Borrow r 17. B' r Tw r 27 25. } 1 J I ♦ 4 ` - .1•F t28.2 `F. •r?B.? 26. nII�/ I,
Io + 26.2
t I`� . C_ FF 29.0� 1
�II%-A tiFOREBAY 6
--- - (TYP)1 .I�i ,'
_ � 1• v it
O
,bp 133,3Y3BAL.d ' INV.=20.7' 1 t%S NIL, t-_- wEie ANDS 9. Q�/ SWrLF ,NV 264
/ B B 26.? WETLAND A„ SWALE 1 7 � 5 76 1' d
CY
t - I I'� FLUME 28.7 y7� e�/ / FP = 28.2, a -� I j ?s. 6 f,
+}. ' II L - 1�+" TWr INV -?6.l I r 1 yA y at
I r t ?IA f2a'S STS MN#4 INVTOP r23.4' =29,4' +T pp p / + t , 1
1136 LF! - _ INV r 25.0' � 8 r 7•/ 7.4 ' r Sw v
RIM 13.3 PROVIDE 5 CY R/PRAP /. t° 1 1 ♦ ♦ ♦ 1 �L,HI f 91.
773P fYl1l6BAi ' --5► . -- 8C C
24 30 -. �..L-•'- -=-i �fNV. 21.0' / `�\ YB C�� I. le'F' 11 ,' i
RCP Si- r `_"-- \M TWr ♦ :'tt , .,�E 114 1 1
,
I
20
Yo
Y4
NOTE FOND AND
DIT,H "IDE SLOPES
ARI- 3:1-
a
DITCH INV. = 17.*'
TEA90~Y
CHECer
DAM
o CANAL = Cp Q
` = i84!_
1. P. S.
PL AN
STtIlIMM/i71rR
1
DE7'EN7"10N
«
POWw
SAWMvvT
11
44SIN 24
i'jlif
A '► PERA"AWSr
�+ POOL AREA
_ 93,no Stir;
t3.9+
S70RA" Pboc
• AREA r 26.000 SF
ISFR 1,$EE AE7WL/-
NV. IOUT1 r 18.0;
'Ip it 1 '
�� I
1 ,rl,• , 1,
, � r(; ; }sUF
N 800 44' l0" W
r I.P.S.
INv.
PROVIDE 20 CY
RIP RAP
1`140 YAft P4.~
/ 4 r a r°R tartan
IrAj
�
{
I` r14.3 13 26-t
26
fmw IF &a I'
Iovv. 20. 8,
MrAlfp
..1
V A
FF - 2&9 , 2M ; / ,B
PLAY A R £ A Z&7
\�PJC
26.5
D.1 *6 \ 30, �h ,,VP ��CI�P , 7 �� r! l \.._._ � f B.YI
RIM 84.8'� t �Gw ♦�E �tl \' / Tw'a17SJ
INV = 2/.l' \ o Q y� STS MHtS3 �J V Y 16 9 f 1W 2741
FLUME �--
o RIM r 26.5' 1 �� P/ TOP = 26.2'
INV. ❑ 21.4' 1 / INV r 25.7'
( RIM r 25.3' 4J O i
. 6 \ �1'� �• INV. = 2) 2' �S 0 1•/• - SWALE IN! = 25. 6' / r 1 4
14 y
4; 1 ` ^ACP I l 26.7 -
I.P.S.. # 1 �0.?; �J/ / D.1. At
1 .... ' p. �... "i"" f`f R. L F/ ry l I / RIM = 16. 0' ,
�+cR_lit- L INV. = 2I.
25
rL I 6, 0 - J _ 30=e PCP - - 0 1 #9
\ 14 7 6 Ol 4 _
PO <' PERMANENT j
POOL '
14
N 8?0 41-' 44" W
S rREEr TIE-IN FLUME TO PAVEMENT
4pvlmrpt�F EDGE, CUTOUT OR DEPRESSED
CONCRETE CURB
sfaP ASPHALr 9
" r s- FIL7E arCR
I't r►etlr/ni � -
top of ✓ w-RAP T�
LEVEL rtrN SIMLE •°TTON
SECTION '`
ASPHALT FLUME DETAILS
2 3 4
24
. 1 A,
RIM _ 25.6
0 INV - 21 6'
6 '- `
z�1
LEGEND
F _
-� -
D.1 9/0
- 19.6
EXISTING GRADE
_ _ _
24 "
77*9 r - P.
° 2
RIM = 23.3'
III = z/ 9'
p' r
h t /9.6
FINISH GRADE
_c=
/r
EXISTING CONTOUR
C
16
`
FINISH CONTOUR
2' b
=
= �P 0.
- ...
DITCH
t 1 t
1'-.-...___.-..._._._
----SS- SANITARY SEWER t�e�
279 41
5
w--
WATER
N 7/0
24'
e C O.
CLEANOUT
-►f--
WATER VALVE
to B.O.
BLOWOFF
It,
HYDRANT
NOTE ALL FINISH PAD (FP) ELEVATIONS
REFER TO GROUND SURFACE ALL
0MH.
MANHOLE
-IN''H �RADFS AEFFR TO PAVEMENT
aD.1.
DRnP INLET
(3P4DF- EXCEPT THOSE MARKED'
/ C. B.
CATCH BASIN
"TW'; WHICH FEFEF TO SIDEWALKS.
C = _ __
STORM SEWER
t TW= 21.1
TOP OF WALK
- ALL ROOF TOP DRAINAGE SHALL BE
DIRECTED TO THE STORMWATER
-X-X-X
SILT FENCE
DETENTION POND THROOGH THE USE
®
CHECK DAM
OF ROOF TOP GUTTERS WI-ICH ROUTE
DRAINAGE FLOW
FLOW TO THE STREETS.
POND
- NO OFF SITE RUNOFF CONTRIBUTES
FLOW TO THE WET DETEN-ION POND
FP = 28 6'
FINISH BUILOIND TAD
EtFVATION
FF 291
FINISH BUILDING FLOOR ELEVATIO&
- - SP- -
SU89U4FACE DRAINAGE
PIPE
6 7
g
9 10 11
1?71 _. nnWF Ni 0-11 iiFv :rFT'.
` 27
II
I'
I Of CURB
_'RIM-
V, 2B.6♦ ?6''�
Cl r I r v 16
��I � •
$8.6
?6.3
f
(,
C rlv, 'I+ra FL fV ltl ti•
,
-
F11pLM.,Jr1rC F,fY
1 FP = 28.6
Cr}r Ft Ev Ia 6j'
I _
li 1 26.J
-.1
I'
15
+26.9
3- A Tw & -
: 1►�
=273
12
"It )Q-
FfT
1 �
lit
' NC4o
FfV&T
_
FF - 29.3
a."
61
16 �113 �I
r
OF CLWB
1 tt1 y6 .1v j
t27
t27.0 FLUME Z6
11yy�y
Z 97
I I IaB /,� 9
28.6
4 27 70P= 26.6'
•
I
R11� INV.=26.1'
28.6♦ +27.3
S75 wip�t2
PROVIDE 5 Y
1 I ! RIP RAP
RIM r 26.8' ➢
VD I la A
,
p7 INV r 22.6'
:6• S.'.. /
11
27.0
r�� 11�
2yyr,
1'E
� ,' 17 dr �1
SWALE..
INV = 26.0' \�0� �.
273 .9
/
27
I'
291
t7°
I`\
I
YY
' 26
271
o ,
N
iIB/�
:�
28.01135c,
r17j1 �1f43
f,C �/
h
2658 1808
„ll
"'I'
RIM r 26.2'
x
INV r 22.1'
63
W
0
16 5
Q
0
6 T6
17
I
^
132
i2i14 +'y3t
POWER
PrLE " /.PS.
tt f v 27 83'
v Eh
'17 N
17
�f; E C E I V E
D
I'
OCT 161997
`.D { l�
PROJ
12 1 1 3 1 14 1 15
I
,., PLANNN
v AM
ARCHITECTURE
L
� itlti�
w A INTERIOR
', DESIGN
MNVM LANDSCAFE
ARCHITECTURE
6 330 OUAICRANGL E DRWE
SUITE 260
CHAPEL HILL,
TH CAFGJNA
89 3466 - fax
919 489 -1 771 - ph. 919 4
-
K
JOSEPH S. HIIl,JR and
j
ASSOCIATES
CONSULTING ENGINEERS or
d PLANNERS
1602 HARBOUR D
RrVE
WILMINGTON, N.C.
28401
(910) 799 -154
I MATERIAL KEYING
LEGEND
I
I
I
�H
c
i
G
STILL !1�'! E
0 W
I
VILLAG
i
APARTME
I
ITS
I
WILMINGT
N
NORTH CARC
i
LINA
HUD PROJECT NO. Or,
3�35665
SECTION 221(c0A
RE ,iSiWD
5 - COMM BLDG /HNDCP RAMP MOD
9- 15 - 97
4 CONSTRUCTION ENTRANCE 9 DE
AIL
9-15- 97
3- REV GRADES
8-19-97
2 - SED BASIN
! - REV GRADES, CB #12 MOVED, S
rS
PIPING 6-16-97
D
i
"le rye :)1 thest plon� and sp&.Itit.0iii 7S $hull be re
they
Imled
to the Orgrd vte for
vAch -ere prepared and p"wition t wwIf K eK
use rep(u&K ()n or p,Rycdf r t1y orry rrie", in
or,
y IJ-W to ww ,6t Re-
In pot, n prohb iel Title
k the pox cyd spectmfrm relrloli ,n the a0liffe t oillittixil
prejudice Vl%a Cori
w,lh mete plops aM sneu"kla slur moltWP Mno
Of th-w R•StfH'tiarls
bue
ea(lenae (i the o«zptolM
C
� d982
STORMWATER MANAGEMENT
a
EROSION C
TIUL.
PLA
E
;)ATE FEB. 1997
1A�"ZINC NU
')FSIGN JSH
itl(,WN PAT
003
'AFC T NC' 1 4 S3
of
FILE JI

g,
{ II 1
�
4
1
S10
,•
I BRIG I
`O 4 LEDGER
t C-4
`k
I
8" CMU
I
I 1
SW1 (12'-0"t)
e;
I p J
-1'-4"
-
_ - - --- ICJ)
_
(I
H
I ....r. '
o' 2v_4"
I
I i
' r =."
F1
S10
.:
V_
I — cD
r
8" CMU F7
1"/5-S10
I
w
i
'0" 5' p" 5' p" 5'- 0" 5'-O" 5' - 0"
- -
_—
a
OD
I
•
hCIO
*,,
Ni i SW1 (12'-0"±) I 18" CMU- i
1 i
r
i 1
( '
I
a ' p I o i
1 ..,
l I
F
¢ 9
A o
IV
4
f
u
8 p
:
101
I O ' F1
"
UAll
a•;,
—+ _-� - -
— --
*0
BRIG4
i
S10
o
{
I I LEDGES
C°
I
' i 2'-0 " 7'-01
"
�Y
8'--p" 5'-11
Al
§ M
� kv��'
q)
,
1
r
��"` ae✓n P„.'„`
.,
d -
r }. 1:.
NOTES: 1.
(CJ)
DENOTES SLAB CONTROL JOINT.
5.,� No.
, DENOTES TOP OF FOOTING BELOW
2.
VERIFY ALL DIMENSIONS W/ ARCHT'S DINGS.
FINISH
FLOOR.
3.
SEE
2/S1 FOR TYPICAL SLAB CONSTRUCTION.
6. SWj)
DENOTES SHEAR WALL, SEE SHEETS
4.
( Q
) DENOTES 8"0 TIP-15 TON TIMBER PILES.
S11 &
S12 FOR DETAILS.
FOR
BIDDING PURPOSE, ASSUME 20'-0" LONG PILES.
FOUNDATION PLAN: BUILDING "B"
I 12 I 13 i 14 I 15
1 -�
I
C'
MtiB'�R �1®N
I�
WDlIGAi'E 11�
121 S. ESTES DRIVE CHAPEL HILL, N.C. 27514
919 489 1771 - ph. 9 9 489 3466 - fox
MATERIAL KEYII G LEGEND
J
IF H
It G
STI LL M
Dow
VIL
GE
APART
I
ENTS
WILMI;ONNORTH
I
COLINA
RVISIONS
1
The use of these plans end specifications sha!l
which they mere prepared and publication the
uproduotiai or publication by any method,
se re
be restricW 0 the origind site for
is��epres* �I" to such m. Re —_
whole or m part,' is proh e(t:' Title
to the plans and s1wificatiau remain in the architect
I wb these pkm and specftallions shall constillik
of 'here restrictions.
without prejudl e. V *W contact
prima fdcie e"'W a of the Weeptance
,
i
��`�� ��' • Roy 4 i
.
%
SEAL
14974
�I�/�/ •w°°car• •°
I
BUILDING
"W
FOUND
ION
P
N
D_A_T_EE FEB. 12, 1997
�! DESIGN WES
P.O. BOX 3415 _ DRAWN
LDT
CHAPEL HILL, NORTH CAROLINA 27515
PROJECT NO. 11W
[phone] PHONL.
FILE
[phone] FAX -
SCALE AS NOTED
15
DRAWING NO.
94
Of
_F
D
IVA
,: 4+('

n
a
1 3„ 4 1 5 6 7 8 9 10 11 12 1
14 15 `
--
m
86'-8
WWF -- —
r ,
SEE
r
' 2'-8" 12'-0" gip'-0" 37'-4" 10'-0" 12'-Oro 2,_g" GEN. NOTES
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Z.,.g 7' 4" 4' 8` -2' 8" ' " 8 -0 s 7 -0 6 -8 7 -0 8 -0 7 -4 StO 2 -8 4 -8 , 7 -4 2 -8 VAPOR
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1
31 TYPICAL CONSTRUCTION
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UM AMIMIUM
4r
BRICK , I I BRICK
" LEDGER •r ( % I ( "SUPERIOR" 121 S. ESTES DRIVE CHAPE BILL, N.C. 27514
i, ,-4ro W1 "+ 1/ I I '_4» LEDGER 4 " _ SUPERIOR METAL - -
r 4 , 2 S (8 -0 _) " I 2 — , # 919 48� �17.71 h. 31 489'3466 fox
I ' '� _ , iv SW1 8 -0 i 1 , I KEYED Jfl{NT P
( ) / a
I 8 CMU � I .
K �' a 3j" ' - f 41'-4' Sw1 (6'-6»+) i SW1 �6'-15"±) t— I ' 3f,, - K
OR EQUAL ,
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4�4— - ___ - - --�-- -- MATERIAL KEY1 LEGEND
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i}
i 8" CMU I 1 �
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F3 r
S10
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- - SAWED CONTROL JOINT
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,
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= i.-.� I » BRICK L t=-# ,_4» j 7) _�
01
LEDGER_0611 _ SW1 (12'-O"±) "�� , 'n F7 I i
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o I -{ °° S10 , I ` i S10 ci
t 1 I
G
c� I 6,-0., 6'-0 6'-0" 6'-O" 6'_0» --� SW1 (12'-0"±) 6'-0" 6'-0" 6'-0" --- 6'-0" 6'-0"
A,3 , G13 DETAILSLAB
064
of
a
ON GRADE
.G—_-___..� ---- - - - - - .. N Q SCALE '
t { �- " tw I =-->r
r
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8 CMU , / 8 CMU ST'I LLN f 2 -4 =
_ O M DOW
SW1 (20'-0"+) -� a
cb 2,_4» I \-$" CMU { , SW1 (20'-O"±)
I f a VIL E
oo vF3 i N F1 o rn' I WWF i F
--I s, o sl o �I ; » APARTIVI NTS
-SWl (19'-8"±) I ( , 8 CMU --- - -
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D13 SECTION THRU
12 _ » 2'-4" j s _ ,._ . TURNDOWN SLAB
4
F3 Sw, (12'-0"±) - SW1 (12'-a"±) ,, F3 -8" CMU I I,
c,
1
s,o �8" cMu � t � I S10 � i, .
I ( I n 1 I � � Tne use of those Plans ands alpecifkotans b� �#o tha original .site for
' a 1I
FILL SOLlD W whidt they were preparod at+d bl'�ion thereof is ly limited to'wa use. Re-
use reproduction or pubNaatloh by any method. in M or in part, i9 po f� like .
}� CV —1� -- 4� ( - tN j -1_4� ` _ { 3040 PSI GROUT to ttie pim+� and vecotiorra roman in the archi ithout projudce. Vwual contact
Mkt
�r � KEYED ''�'� these � nry� spepfat:oiians shah constitute facie e»dence of the occe�once
M 4fT-
7, of these restrictiont
WWF
k ' _ __ - -- ----- - - - - - - -- — - - - - - - - - - - - - _ _ - - -- - -- JOINT - —_- - - --
T - -
= I
- -• t 1, ic•, �� CAR .,
\-FLED
ICK -" 3 ., 3j» , BRICK �........
i 3" I F, GER f LEDGER FF1aS0 M { S10 IM I S10 .� I 8" CMU _ SEAL
I 4 11 -1'-4, 4 4 I -1'_4" I 4 1. 97423
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I, , » r » 1 , » ! , n r ro I , w II r » I r 4k _..
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I ._ ..
' 5 -0" --- 10 7 5 0 8 0 6 9� 12 8 4 4 8 0 12 8" G
8 0 � i1� f � I
2 .T.. ---- tom- - --- — -{ ` --r- 4 acr
W
BUILDIN
g 30r_8» 3 - --- - — - - - --__ _ — 30'-8" -- -- - - 2'-Sro I _.--- PLAN
" 31FOUNDATIO
20' o"
NOTES: 1. FINISHED FLOOR ELEVATION 00'
�. V V 2'-
r- 4"
� Drwl S
f 2. (CJ) DENOTES SLAB CONTROL JOINT, i
/ a„
3. VERIFY ALL DIMENSION W ARCHTS DWGS.
4. ( DENOTES 8"0 TIP (15) TON PILES.
8"0 TIP - (15) TON
-- PILE BEYOND (
" FOR BIDDING PURPOSE, ASSUME 20'-0" LONG PILES. I DATE FEB. 1Z 1997
5. r Na DENOTES TOP OF FOOTING BELOW FIN. FLOOR. D�awiN� No.
° 6. (SW#) DENOTES SHEAR WALL, SEE
DESIGN YES
P.O. BCX 347 5
rx ,, SHEETS 511 & S12 FOR DETAILS. �RAwtd LDT
�TvNORTH CAROLINA 275 ,5
CHAPEL HILL. 'A
PROJECT NO. 1153
S1
U-) At(919) 942-1 �12 PHONE A13 SECTION THRU
uo
FOUNDATION PLAN BUILDING "A" FIDE
(91s) 942-8,61 FAx " FOOTING � SLAB
a t+ a
1 4a
"� --� SCALE
AS NOTED of ,
3 5 F? 9 I 1Q I 12
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u
,
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