SW8960820_Approved Plans_20211102

-
I
t"-<-
a
I 1u
"-�
U,A-\�\/
t-
4 1
),
\,,e%
,/,\eI,'I,,t 1�
)Z", "-
/��,�-
F\I;1
"
-�N 0
\1\1fJ -F,(0\
4��
'I1,r�14"�f1..
_
\
F-41
\
\
-\, �\
Q
�-\V0-',D\\\lV\,;l-l,\
1 i
I
�I I
,
_\
\\)
<
\/\
I-�
�
�t`<
�
,
I-
l
lI�"�-
�.
,
�
-\
_
\1Q\I
-
4\
,
\_
;-7
\&4
,\
" - ,\ \\\54
LOCATION MAP _ � _-__­- � % �(_- v \ \ � ,1 �x\ ,�\I �\ _ \ \\ � I -� -, \ \,PO ,. ,, \�\ -�\\ , \ -�A
<
,
I
--
I 1N(\\\b1
,
;
x,
-
,
�SkI
"
\
,
�-R
\
�,
1\\
III II
I N\
Ix
k"
\V
�-?
3
�I-
1,
,
,,.
_
1
�­1
-
-,'I1�/--—\_2�
),
"
.
_
,I\
--//
,\
�
_\I
2I�1
I­
411
,\
1
,,
,
,
_
\�\
1\
\
I
P
,
1
,�--_
I1II
\
I_\
,
1\
I
�
3
\
--
I
9
(
'
I0�
\
\/
_I 1
(
�I1
1/
�
1
i11
IF
�I/
/
(
/---
)��
,
,
I'I6
/
"
/,-
/F
\�I"I�
I1,z
NOT TO SCALE ��' _-_ � / OWNER: � F " , � x_1 ,\v \,\\�� \
� �� �' � ­­i \ l 2i-
��j�ji'
_
1
,\
IV1F,,I
-)
`
_
\ \ \\ 1 DRY POND PARTNERS LLC. -
US ill / �, � I \ ��x - \ \ 'i
0�, sti - _-t - �, ' � `�
Ap � \"I,\ \�\ \\\ \\\L,,,, _ I L,6:1 C V <Vz
� \ \ � ) I & � _ \,P ,\ -' \ \�,� $ � ._ \ - -- I SLOPE 1.9:1 VZ
_aD
. �� §` I , ��� �� � 101 % Z --n �\ - \ lI\\\\, \ I \, - ( SLOPE '4 n 0 f
k-
,_
/
�
'
11 N1\
1/_1
%--
-i0rjw:100�g 1Pz10
_
i F01ll
1 m
,4�4 i1le_)ejl!.wu
q
L
2
2
I
I0J_
,I)
-
­
T
'
1
i0,I�111=1
1
C
1/
t
I
�
l
z-
-�
�CL
1%0--
j1
.j
)
0
%
_z
:
J . � / I , \ ,,
, 0, _w ,�, � \ \\ -NN , , - \���,%_\o-, I I t
\ \\, �)� I_/v\ \ \\ ,�\\�\ � I 0
TE S \ �rp �C �� l - z
\\ ,,\\� \ % �l \� -j. 56 ACE �' x , \ ; � \ \\\\\,x \\���\ - - c, � I �_ ON
'I \ < - < � A � , /. \ \ e, �- , �
11 \ Ij \ I , � �\ �,�� X� \\-V, � \\ �\ ", 0- \ >� 11, - 7s 8' < 0
VACANT � \, , 0 NzIN
R: \ �_j% 1 � - � N k , Z \­\ , \\I"�� , fa \ /_ - m nu
OND PARTNER LLC. " % 1 A / \ " , \ I �/ EXIST. SECTION B-B�\ 10 ss < � � _ - \\\ �%Q I\I1\\ v\ \"\ \�\\, � / � NOT TO SCALE) < Z N
\ fP, \ \�, , \,\ - \ �\ ;� \ \' V _ <
\ '" � � A �\ -1 � \ x<�\'\ te,, � Op�c�A q
/ ,� \ \"k , �
\ , I\ - \\ \ � , _/ p, � LO �\ v_ \\ � ,- , \ \�\\\ \�r �' \ -
,NIC r/; II \ W > N
% \ )
\ �- �4 _�_ EXISTNG IMPERVIOUS: = � / X x "w <- - X� \,, \\-'� \ \\ \ � U 0�
� \ ,� \ \ U R5,405 SF V ­_ � r0"� \ \-_ \ ( ()
\\'
T 1 :�\ u"_: \ �/ ,_S,. x ,,", , , - \� 1x\\ M� .\, - 1 / \ � -C y _ 5 z
ISTING IMPERVIOUS: _\\ D- \\ , p � \ � \ \\\\\\\ \ \ti \,t_, 1 \
PHALT, CURB & GuTTER=5,805 SF L \ o ,. _ � < ,I , � �, \ I\\ ,\\ \ �. \ / � _: \
N MAP DEWI SF � � � \ , 0
NTS �\ ��\ , 1 k-1\ �\ \\ \ < 0 -
\ \ ,\ \-/ / r/ -- - -� 1 , � \\\\\- 9*- Y, 97 r \ u 0� C
\ � \ \ 1 \ / 5 � j - - z- , \ -6- - \L,.-1 �\ �\\1 C � ), _"- /I / \ 0 ' 5
SITE DATA TABLE (0-\t '\ , % �\ i ry ��4, /I / x , I - o � \\\\ v -\ \� ,\v�\\\\ - /� ? M
\\ \ � I1 \ �X 0, Q��^� / 6� � \\ \ )(\ �\'\\\ \\\\�" \ �- - x,��I z /" v1�( // \ 4
PID: R06117-011-016-000 \ � � x�\, -- _, ,-,7 I.\ \ Nx\\ y,- � /" _ 7
MAPID: 313613.03.6649.000 \,\ \ �, �),V� . � - �5 , . � \
ADDRESS: 2545 CROQUET DRIVE \ ; \ -� � _�­ 3�� ) 1 .P \ \\ ?, ��\\�\� \� \�\\ \\ � ­,
OWNER: LLC �, P \ � "/ i I \ \ / , ,
AREA: 4.94 ACRES (PH2) � \ �1 _ _-- - i
26.23 ACRES (PH1) \ - _____ _ 10 _
TOTAL AREA: 31.17 ACRES I ,i xx +' X y- L -DXC� \ \\ _ -- \; \\� \�44\\��\\\ \\ \��\\\�,� I 4� \ y �> 2 / w
ZONE: MF-M ENE \ ; 7 \ \ _ - - - _ ­
- - -- \\ \\\\ \ � - - �
ONTC" \ � � . \ \ � / �t �tx �a ,�� �� . --_ - / \ \ -- --- - -- _ - - �1*0 ) ���\�\�\ \X N\\\ \� \ \ \ \X"/ z / 0 vC
SOIL TYPES: Mu _\4_ \ \ � \ 1,q�\t"�," \�� % � , ---_ ,- \ 4, z/ \�, ,� \N '\�, �NAk \ \/ \ _ z W W N
CAMA LAND USE: URBAN 0PjGl \\ �� \ \\ \� /" , 6"A� � . V, - - - - � \" ,\ � , \ 0
1 1 w _ - / �� i _ \\ \\\\\\\\\ \\ `\ , �, \,\ �" \ 1�/ 9 -,��� / \ \ LuWO -Z )
WETLANDS: NONE EXIST ON SITE \ \\� . % 00 < .l � .!` / - - _ -- - -
\ " \ wgwQa,
NO CAMA AEC OR SETBACKS WITHIN SITE AREA , 11� , % \ P )(,z -7�_.- R1 - "- z // - 1) t / \\\`\i �\\\\\\ ,\ \\\ \\� \ 4o _ I -4 / / \ � \� \ �N\ \ � \ n < 50 -T00
HISTORICAL SITE: NONE , " '1,\ \ � _1< ��� \� \ - , / �v " k\ . �*�"_ \ ��4 \ \\ �1 / \ � 0 (D C m _ cc
CEMETERY' NONE ,\ �\ .� ,k ? � � �1 - - _ , ­ � 1��/� ,, �\\I I,\x�x\\\ �\\ ��\,\� /\ A __ b � \ � \\ h 1 �J / \ LL (q 0 0z
FORESTED AREA: 1 ,l _-_ -- , \ _\ _ � wSEE SURVEY I < , - 1 V� ��\\ \ \ v\ ',, 17 "
� 1
ENDANGERED SPECIES/HABITAT: \
pry,, � , ... � e 1x e- � , � ' �) ` D`1 \ / � �\\\, �" - -_\.A, \ P/"I � Z c
"\ � � \ � I � �,' _ \ \ \\\ / 1) ��,O \ \ �\\\\� . 1 \ �,\x I�7 \ � \ 0� < ( 0 ,
FLOOD ZONE: THE PREMISES SURVEYED IS NOT WITHIN A FLOOD HAZARD 1
AREA ZONE -X-) ACCORDING TO THE FLOOD INSURANCE <-,$ � \ 111 / I � - _ - � \ -
� � 6 \ � y 1� - / XC , \ \\ z kf \\�\\ -\\ \ , _ , I K,�,, 0 m
RATE MAP FOR THE CITY OF WILMINGTON, NEW HANOVER , � \\\ � � \,� 1 / �\ $-�\ \ 1
COUNTY (COMMUNITY PANEL No. 370171 3136 K, 11 � \ � 11 '- 1� \ -o - - ( \� / � \ \� \\­ \\\ > " � /
EFFECTIVE DATE AUGUST 28, 2018). \ � � _ I - x,� j(R
yc�� - _ -. , -_
I ,� � I X0 �1 I XJ�' / ,�, -,"\ \ r> ,I,, "\. I\x �, \ \
-,) _C \, � � � �cI�QI / /- , V �\ \ -,-O\\�\ ,�\,� 1\ x ��
\ \ � )
1 \ ,V E s Z�p , xo i�� \\\\ \\ \\I\ � -- " \
1o1l \ \ \, b\ C V \� 41 l x0o � �., V� ��, � c`� ��4 , \ � \ \ \\\ %"*�," \" / �_�
; \ \\ , �
� 0 / \ "')�* �A 71�. 0� X ,, ",, Z _� - V 'R_ � \ -, / � �,�^, �) � \ \\\\,\:0\\ - z\ I
I / 2 ,� �\ I -. 40 Q 1� , ? _ ­ - ,x/���\ �- t A, " \ \ \ , \\\\\ 4 e, �Z (� , �1i
1 � :I o \\ " P* \ d // I - ------ ------ - - �� - - - - � 1 '� , \ \ X_1� \ \ \\ \\�N4, I
v _' "\ � � \ � - -- // " -k�I ��' / 1 \ \ \ f \ \ N - ,�
IIs4aI;I- <"--' ,��"�,1% o � Q ��/ 1 I � I ._� P-- . 11� �, I" \ �\ \ \ \:4\1 \\�, 7,_ \ � , - I ',\
r)o 9 q ' <� \ \. � 1 kr xc o-" // < � \ \ \ \\ �1 � y
I Djj.66w �0, 4 &el - ��_�z \ , \, . � -, , �` - _111 � !)�\ I / , xc� I �p , \ - / o \ \ ,, ,�\ \ \/ < \ ", ,,IV\- z _n
" , Uo - � v ,, l , - 5- / \ �, /��I _ ;, �b _ 0/ \ " �� / �\ I �, ,\\\ \ ,, \ \ /\ "�- �N� , ,__� C'I ,�
1dv °Q \\ �, , I // //\ ,� ,i -P� �I � / I , \- -t�Xe� �*I N `s � // \X .� \ , \i � \ ,� \/ �\ _ " 11\ �" x
\ % , N )�\ \ 11� 2:�-� '\ Px �<1 " �I \ Or - '� \ � P � �\\\ � -\\ , lx 1+ / �\�N ,<v/ - \�, , � 4" 9 ) ,, <� \ \ - - --- \ - \ , ,°�- , �'
odo 6X : I / , \' -' 4 / / \ , _ e 11_ � -� -
w bi��o- \ \,\\ . . lP .1 _ �- JI- 1� L 1 -- _ // / % ,�\ �- \ , s` \ \ ) ,�
�y,, \\ \, V \ XNkd�- § 4­��-Q �, X\\< 4 RES �V ,y/ \\-\-\ \ ,h ,�C� �I \ / \ , / . F
-- --__ 1 6,W C1 �1p \ \\\�\bt , \ -,Vo ,-* ?(\</k1,,/ x,, . 1 )(\ ,�*4 \ , \ , \�-- � -
-- \ � \ . , ( c
_ ­­ �,� t / / �� -,-, \ *e \\\ \ \q� > , ,-/P A '1 � 1I , \ / ,� * 1 / \
� \,Q, \ \ \\ �/�I, " X �V xc ? o p _� I- \ 5, \ _P
__ - - ____- - - 1 P \ \*\\\ � / '11 ,) 6 �, �t, " X��-� \ vl "?,, 9 57 N
\ 0 \ \ ,//I 1" _ P ti I x01- , b4 16' \ 1� \ 77�
," ,/ \ Yq ? � \ , , ��
\ ,) \> \\ \`\1 1 � 4 AZ, Ixe<v § / 1 x0?t �P 1� � \\ \\ l�9 \\\ /I -
/ " n, " \ \
/ / / / \ \ \ I,q���_ ,/ �+- � \\ \ �\� � � > � xP+, C7S; p , , (� z,, �s \\ \ ,V " C -I
, / , , d� /\ \\ P, --- �, , � � , \ \\ / \ -
/� " /�/ \ \4'P­ , 2" , \ cl ) �/ ,, ', II" \ \ / /b-
\\ // I\\ \ \ /L "I ,' P .6i � \"1� , j -�.� " �, ' - "A�,ll� �1\ \\ \ Y/ Z 7
\ \\\ 41 � sF4 \, \ " \ / % " , c1 "If o- C \ �1 _, \ o �le "�­I, \ \
x '/� / ,� > I
TREE SCHEDULE TREE SCHEDULE l 1110 / /
TREE SCHEDULE TREE SCHEDULE TREE SCHEDULE TREE SCHEDULE sA 41 P _r / , �,� / /
TREE SCHEDULE Point Description Point Description N " ?( \� I / -- // \
Point Description 76 iF PINE, 358 � I PINE, 491 � TWIN OAKS, 715 `3 OAK 797 1O OAK � 10 �/ . . , �,,�/I 1� ` / _- / \
173 30 OAK, 777 24 OAK, 359 24 OAK, �92 il OAK 716 13 OAK 758 8 MAPLE I , 1 1 / \
,� v �, �4 \
174 10 OAK, 278 20 OAK, 360 PINE, 4937 40AK, 717 8-12 OAK 759 11 OAK 798 12 OAK ��.. � � ',' $\ // , /b S�t�" � ­____ _ _ \
,, - A /
175 T4 PINE, 279 12 OAK, 361 16 TWIN PINES, 494 19 PINE, 718 8-12 OAK 60 5 MAGNOLIA 799 10 MAPLE I \�,_ & \ 14 0 - , / "�R,�­\ Vdo $0/�
761 8 CHERRY 800 12 MAPLE \ ,\�\� <�, s q�� /" \ � �y 4` R , --"�- __-_�_�/- ----- / I \1\ / j \ \
280 10 OAK, 362 PINE, 496 18 PINE, 719 8 OAK /
176 [=OAK, __ _
177 24 PINE, 326 13 OAK, 36315 PINE, �96 14 PINE, - 720 8 OAK 762 8 OAK 801 8 MAPLE \ 4 \1 ,�,\ � " / -�< t b ­ �- �`_ - _ �
763 14 PINE - \ \I , � \\ 7 � X ,K, & "� _3- -,)- �� - �47_/�� /
178 12 PINE, 327 15 PINE, 364 PINE, 497 12 PINE, __ �" // \\ _ \
7217 2 OAK 764 50AK 803 12 MAPLE *46� �1 �� , \ 1 / %,S § � ", ;O� </ - / II , / \\
79 12 PINE �28 [8 AK, �65 TFPINE, W8 17OAK, 722 4 PINE \ I '\\, / \ �/ , " 11 / ,� �. , < / 1,icencc #C 3641
1 T65 T4 PINE 804 14 TWIN MAPLE \ "
180 24 PINE, 329 20 OAK, 366 15 OAK, 499 9 OAKS, 723 30 OAK 766 26 PINE 805 8 OAK \ # \ " 5` ,� , _� --, TREE REMOVAL TABLE
367 15 OAK, 50j 724 8-12 OAK \ / , ,� , 1 �
181 24 PINE, 330 OAK, _ 767 8 OAK 806 8 OAK \ / P q \' f p - 00
228 14om, 331 1 OAK, 368 14 PINE, 501 17 OAK, 725 14 OAK \ < s� , X_� � SREGULATED
229 16 OAK, 33273PINE, 369 9 OAK, 502 18 PINE, 726 _ 4 OAK 26 OAK _�07 _rOAK , 9 REGULATED PINES REGULATED OAKS REGULATED GU REGULATED MAGNOLIA
1 ' OAK, 1 ..__ ,._ \ , ,, t \
- 769 8 OAK 808 15 OAK \ N�% -I, �7 - "
DES. JST
230 14 OAK, 333 12 OAK, 370 11 OAK, 503 22 PINE, 727 8-10-14 OAK $^ '1I- - � 12- (15) 8 (15) TWIN 5 12 ( / 4 (2) 11 (1) 8 (3)
23172 13TWIN TINES, 334 13 PINE, 371 127AK, 566 18 OAK, 16 OAK 809 1� OAK A" " " CKD. JPN
728 12-14 OAK �q /
248 27 PINE, 335 16 OAK, 471 � 17AK, 5 1" PINE, 729 12-14 OAK 771 SO�PINE 810 17 PINE �8z \ ", ,, d , " ,,�, 13" (8) 9 (4) 5 (1) 12" (3) DRWN. NKS�
249 11 OAK, 336 1 11 13 13 OAK, 472 12 OAK, 566 24 PINE, I 730 27 PINE 772 8-9-10 OAK CLUSFER 811 F6 PINE , R P
, / , , / �, c \ .
252 11 OAK, 337 F3 PINE, 73 13 OAK, 56F 73PINE, 731 AK 773 8 OAK 812 J4 MAPLE CLUSTE , � � \ 1 � - - _ 15- (5) 11- (9),, A" 0" , � �, - TWI 4
253 23 PINE, 338 12 PINE, 474 12 OAK, 57 14 PINE, 774 8 OAK 8137T OAK �� 1, / ,I x_ x\ 16- (2) 12- (18)732 8 OAK � APP TRIPLE 14- 15" 9" (1) DATE 1
254 I 339 13 PINE, 475 9 OAK, 571 8 7 6 OAK, 733 24 OAK 775 8 OAK 814 O OAK OVER
�_ I, 5
,,I, ,, i- , 1#
255 23 PINE, T4o 7OAK, 476 10 OAK, 572 16 OAK T E! SCHEDULE 734 22 OAK 776 14 OAK 815 f2MAPLE <��'V ,\ ,�1 17- (3) 13- (8)
777 12 OAK 816 I2 OAK I\ �'_� � - 11 A 4 r - 4 4 NUTAONANVIRO &
256 13 PINE, 341 TO OAK, 477 ! F OAK, 573 22 PINE, I 735 �4 PINE
257 8 OAK, 342 I7 PINE, 478 16 OAK, 574 23 PINE, 6 PINE 736 2 PINE 78 14 OAK 817 � OAK ,, ,;� ,I. o / 19 4 0
343 12 PINE, 479 20 PINE, 775 19 PINE, 610 I, OAK 748 18 PINE 779 12 OAK 818 26 PINE - 15- MANAGENTOMMISSIO
258 18 PINE, 61 _ 780 30 OAK 819 30 OAK xIX< 20" (1) 16- (6) 7* y
259 20 OAK, 344 8 TWIN OAKS, 486 7 OAK, 77678 PINE, 612 PINE, 749 18 OAK 781 10 CHERRY 820 24 MAPLE
345 12 PINE, 481 12 OAK 577 17 PINE, 7179N MAGNOLIA 750 18 PINE / ,_P, e 21" (1) 17- (2) A� � QU6 \\ �/a} SEAL -:
260 21 P NE, 6 3 I
261 17 PINE, 346 12 PINE, 482 13 PIN 57812 PINE, PINE, 751 18 PINE 782 32 OAK 821 12 OAK (7)
614 783 15 OAK � 822 13 OAK °,, c�
2623 PINE, 347 �83 1 379 14 PINE, 61 FINE, 752 18 PINE Q,N� 0, ti 23" (3) 19- (1) o if ft
784 8 OAK 823 16 OAK 'f � �-v - " .%1A �p-N5-4 7Q� 1Pz
580 18 OAK _ 753 8AK �� " � 0- V *-****elo• N
263 15 PINE, 348 T0AK, 484 12 OAK, 616 7OAK, 785 8 OAK E24 30 OAK <"q ' ) �_ �� 40 TWIN 16 (1) 20 ♦(3 BY: *.. \,
264 15 PINE, 349 18 PINE, 485 12 15 TWIN OAK, 581 18 PINE, 617 , "I OAK 754 8 OAK 786 14 OAK 55 26 PINE 1P1�A 12- 13- TIN (1) 22" (2)
265 14 OAK, 35070AK, 486 17 OAK, 582 NE, ° \ 19 .1 0 N -%
639 1 !1 OAK, 755F PINE _11 - 140
856 26 PINE TWIN 8 (2) SIGNIFICANT TREE REMOVAL TABLE
266 15 OAK, 351 13 PINE, 487 12 PINE, 583 19 PINE, 640 Y MAGNOLIA 756 260AK 788 18 OAK 85717PINE
267 9 OAK, 352 8 OAK, 488 22 PINE, 584 18 PINE, 64t 4 MAGNOLIA TWIN 9" (2)
268 12 PINE, 353 15 OAK, 4898 TWIN OAKS, 58 f8 PINE, 790 3 OAK 85918" 0AK \
- 269 12 PINE, 354 490 190AK, 586 13 PINE, i 7 3 PINE 85 OAK TWIN 15" (1) aLQNIFCANT PINES SIGNIFICANT OAKS SIGNIFICANT MAPLES SIGNIFICANT MAGNOLIAS
587 13 OAK 1 791 12 PNE 861 18 OAK f ' TWIN 12- 8- (1) 26- (4) 26" (2) CLUSTER 24 1) TWIN 12" 4" (1)
270 12 PINE, 355 6 MAGNOLIA, ___ = - -
271f0OAK, 356 12 PINE, 8 .5 PINE, SCALE: 1 4 TWIN 12 15 (1)
272 11 OAK, 5 12 TWIN GUM, 589 1 18 OAK. / 794 rMAPLE 15
OAK
79 14 OAK 863 TWIN OAKS TWIN 14" 12- (1) 27" (3) 30" 2 I
273 10 OAK, 795 4 MAGNOLIA 864 15 OAK 0 40 80 120 8 ( )TRIPLE 8" 7- 6- 1 28" (2) 32" (1)
275 15 OAK, 796 6 MAGNOLIA 865 11 CHERRY TRIPLE 12 1 (1) 33" (1)
I - I
i
I
I

m
43' 43' SCALE. 1 30'
\lj
0 30 60 90 z0 1.7:1 I °" Q
SLOPE I U N zop>
� w �
i O
z
�©
12' 11' — 12' '
' 0 N z
® JN
W
EXIST. SECTION A—A m W
(NOT TO SCALE)
+
W = N
1
00
W y- N
U
r j � z
0
a _ o
w
` Q z
W U o -
/
m N
a /
/ n�
/
\
U
J
O 07
° ua z N
z
L 01/i
co
✓ z z X U' No\` y1A
C �/ e�• , .► C _ — b/%/yam \\\\\v \ \ �
� Sir PUb� ' - � _ -`� X�X � \ \\�b� \ \ - d Sb \ d \ z0Q � ° co
,- � U m
t)
[y 0000 goo ____ 5 \
D V \
/\�J\��i g ✓I\••, 'n_—— ,fib. ' F r'+ �\ +°ry '�J b \\\\\ \�� \\\\\\o`\ �\s y _\<
fi OWNER: X
doop
ao-
1 o DRY POND PARTNERS, LLC.tx
So. NN
qN,
/ \ �J• Oar, 1 ,+ ` £� U , � \ \\ \\\�` \\\ \,c\\b� 8 \ _r
O'
l, + ? ;� �\ \\\\ \ ;^-a �
/ \\ f , 7' 9 \\
off/�� 1 VACANT �Vv �° � ofLn
�V\
OWNER: ! , \\\\ b �\
� DRY POND PARTNERS, LLC. `� �1 ss �. �``' \\\�\
�\ \� <' \ \ \X Pam' \\\ \\\\\ \ \ \ �� �
1. 4 ACRES
LOT 2 ��`� \\ cH F--i
���\°J EXISTING IMPERVIOUS: \ ^O ` ��
1 cs ASPHALT, CURB & GUTTER=5,405 SFVACANT' \� C
LOT 1 �+
EXISTING IMPERVIOUS: v 11 I` �`, 1 \V \ \ \ \ \ \
ASPHALT CURB & GUTTER=5,805 SF �� 1 �' �\ \o �� \ +\ \ \\\ \\\��
SIDEWALK=1 600 SF `" ;� �',� ��. � �, \ \ x
01
Licence #C-3641
20055
V v _ i
�� woo
DES. JST
JPN
y\mil'\\\\\ �� i J ,/ �rEIV �Rww. NKS
C-Dy; woo
v N X \ �QP�, �� i / / i \\\\ \\ \\\ \�� _ _ � DATE 10/25/21
000000
AR
+V A\ VVAA\y \�\ VA .Vim\ �� . • • � ��
\/ ) — -
�,� X X\\ G P�. \ \ \\ \\ � �/_ — \\� \\\�\ \ \\\\�\���� \ \\CPC\ \ \ b �J iy-
�a E A r
030N8�9 •
�\ P l ENE 1+ 1 1 , ���`°° `' s C�, a �► +a'' _ y� / � \ \ \\ i — — +,s X, O?9Q \.\\\\\\\ �� E���4��
CAI Q PT`VA � , 1 � , 1 � X �'� � x�\� P� �► ,� i j \ \� _ J _ _ _ _ ____- _ \\\tom \ \\ \\\� ��`�'\\ � \ •, � ••;;••• Q, �•
1 1 Q\ + „ \� ry _ �` . — \ \+ — " _ — — —,= _ P �\\!\\ \ \ \\�\�% ^` • \ \ \ \ •,��SO N G�1,•
V, M 43 / \\\\\ \\\ \\\\��
1 , , ego !`c�'/i �` +,

m
N
\
LOCATION MAP
NOT TO SCALE
us 11l \ z
SHIPYARD vC O
J
� ` J
a
N
w ♦♦ \ Z Z7z
o
o
P -PROFILE
-1---,
\ o o J
30 EASEMENT PER PLAN 1-27-97 ow ♦♦ 4].35 `
' > n
."----_---I5Ll�N�Y HAN OVER DDESIGN, \ 44.2s
c S` 0-2
♦ 0
/ \\\ 47.41 \ 44.3]
SITE 42],` \ LL W w
/�
/'vo"
' J, I\\� C#iA1E=4269' \\\\ \ �/r Z
ITi47.I7'
wv91(54k3s.�' az.7o / / �Q\ I47.,z Neama.lr \ O
/
Ic Q< i u.10 `11 _ `� 4asa Q O
OF
��`` BRUCE B CAMERON i0 �,2`5 �;`�.�`,s oA�G�I ®
;.%7 ��� �P" TRUSTED 2 \23,\�A,E=. ., ♦s �o \,` J LL W
D.B. 5854, PG. 214 Will K r '' s�s, \ m O � W
�1 / •/ / swtx xALE oBIOE \ \ J+ ¢ Tp `,
/ J // tPs1VATE wuvE7 ,O�,.\\ •"2 . ♦`l< N
/' ♦ ZONE: / <Q�Fgs _ ♦ N
/' ♦ USE: APARTMENTS �/ /o����Z�, ♦ ;'/r 46.29 , - -INV.3599' w W 00
/%r46.29
AV . \g FS/�d 'aOo � a 1�,�I% r
\♦ _,9 `\ .F_E__ 46.80 ,
---------------------------------- ----- 1 . -- - �Cv/ p /")/ ' m" .Q. I '1 ��1 34.76 ` J Z
LOCATION MAP ' X' .l- - "� %�+� '� W.. � Gs6 \\ z
\= � i/ i��� y 9C' 3s.o] lIIN� \ Ijr, 1 5.66 / /
N TS t
' � i ��/ i�� ��ti ��S jiiiil !111 �� �� J rn
I Iliil' IIy,�II \ • �\ � � V! O
3 �/- ♦ r II KI J 1 F 0 c��9NRr`v IIII K Ns�
♦ _ �,• � Ill,,1J, l , I w �
/ 1 i- BRUCE B CAMERON � ,,,• ,�,1 �I O
S 42'32'17" W 209.81' -- i' TRUSTEE
, o\ i r K• ly
- -------------- ----- a US EE
♦ _
.
----- ---------------------- xeti(9;� D.B. 5854, PG. 214 \, Q
O m N
PINE. / 1 \•I,II I, I Ib" NE. (n r
+N ... u /1�1IIIII I v ! 1 Wi \ Fq
ACCESS EASEMEN // S'�. '1 + ... W
O.B.5955.PG 223-229 // ' �'i 1 J" B'80�K, { {/ 1�11111111 7}f�II��� r yy//�, 1 N
MULTI-USE PATH /, ,' \Aso . w �. - ZONE: " y�';;'u( ;ji1"v�Iz6TYINE,i� a--
)
MI M-MULTIFAMILY-MED-DEN ( / wN,1 o '/ ' NAIL. [J_
CASEMENT s 'ti' ENE, tr NE �_ n 4'IIIa 711 I CL r J C
s¢mKwAw: / 4 ... ... I/•+ °► 1111j1 L-(\ Lt U c\1
M.B. 57, PG. 2 • +
NAE� / % /r OAK, 'I W
28"OAK. U L: APARTMENTS , °^- I,$ul 'I , �-
Elfl'.•a221 / / .'j /�: @ ♦ + d'f , 2 NAP\LE, . 1 ---I CYl \ IW
xe40 e % @a S ♦ 2. PINE.- •t-1I1 \ _
t �AK, ORY PCND PARiNE25 ffi , I , IY I \ I '
/ \♦ D.B.S6S5,PG 12Y229 qv 1. I ,y o�K,� IIIIILI
eh1 '7f N
/ ZONE RE
♦ 12 1A 91181�A
y W zui
"x�vvou:'ii z`a"•q / / •< \ s \\ 19"FINE. ` "' o I" 9i Illl`l 1,91i1' /..3'•l a, -P/ (n I w
j �� I ° �. .- 3RAK. I I II IIIII l�y�l�ll I I l ., L>_J
r'/-1 a / , A- \1 •.. 24'PINE, ♦ d y 1�4 pl ll IIIIII JL`W� t co 1 tw \ O (/) O
10 10 OAK. + I``77 144yV I A \�
I au° .•• .` I Iqi qB N w
PINS, 30'PINE. 4 TIT I'.
1 ht ♦ i - wA lreu I f Z w W OQ
\ y l S'`� ' ll �, — t A.—PAGTI j. wT ♦ ... I OIOAK.26 bY1/—, \i 1 \ I J 1 1 O co N
A_ A A� - ... o.e.ses�.va 2s�us .•• 27'-MEC I IIIII 1 \ I R I
L I\ I IrI li7'` r�K.l .3 Z
i I I
h, !� ♦ o _ uund4
$ A -___'2s.vI NES �IIIII�� 1 W uJ
4"PINE, 24 AK, ♦`j to 10 19�'QA 24'+I ' IIII IIII -f,y \ I 0 I > W G x
r_ 6' 14"OAK. t \\ II III �L+I ' I N
"VINE. ... // 11 .., 13.. -_ \ ��F �R(2\Y, '11'I�,'-IhR�N K \ �' W
I
1 a �. -
m1c nm Avq�J
_-----
------ ----� °�A1c-nss• ,e"-F `\ 11' I III II I' \I1 r ^
1 1 ! I \ ,- I �/;. i✓ Ill I I ` M
v . I i' 1 1 /„Sq ! \ MnGNmLIA� I I� ,� A� , O
cn I 1 r 2'PINE. , ,j / 4., \ _� Aa/Ifill
I , � �
r--� L�'� INE \ 9� AA� I \ I
Itl�l- NrIJ' f1/ f'-'
• --- I_-_.--_'-----------._J -_Io-2
la -------- xvx_N4Y 2a BK. 22 0
/ III I I � 7
---- ---_� (--------------- mv,wTN.u.°t' =w2aRROCP .— E3� p a" II IIII IIIII ' �. ! W z �/ t!1 N
I _ ^ `J
J - II III I ui
r^ I
1- - --- sw F WA OTott uw - o �► ' \ I �USTER, I W V O z
- INY:Ix.,..°n.ee'e I�,• t6' INE, t5 INE. - V\ I I r / ♦ \V AVA ..J I��II iI t� �lM E ��1 ! V./
1xvw.x�fx� I I r10 e.u1a a tuK uxE rak I / 34. AV I r 1 IISf
- `� - I i �' \ 2a' flit,
n N Z Q m
I o; -_- I ,I }... ... •.. ... ... I\ •' / 1 ,1 \( \\\11,1 I 1 \ I !I IIII'n A K• U N �•
OAK, \ .• 1 / \ �' III ♦ , h-F ,II I!14 I N ON `� � � O � O
I i Ili ' AK. II N
1 I II' `--- Nqh 114 4 C 1 �N/ �/
C \ 1 e' A-:Y\,\\ III A"�AK I II I I I!a I I , L.L IJ- '<-
OJ I tl III)III ^"ry ' �/b O m G
... J. - `a" \\\\� �I, 1 IIIIII IIIIII! ll'I M�
MICE B CA/IERON TWSTEE I ii » ' �, -• P 13 E. 1 I IIII i�2 !�p1tPL V-- I
toNE, 12" INE, yy .�! �r \�, ♦ II , J r^ 14y JCL.
0.8.9904,PG.313(TOLL) I III '�' 22'�INLB•]•D INE. ' l,l 11 �• II (/ r�
INE,
- A.B.5659,PG.82 C 20 0' ' ' --vv I Lr_J
I. l..-1-..II -FINE, j2^ INE. \�\\ \ \ \ I' 12� IIIIII CO I
O.B.5343,PG.669 -11 Ili p y, - \
z�a M€ if I
-u MUEnrAU r-I€o-o€ I 'li 1 .� _ _ \ I nN sj•i I
i6"?N9 PINES. 2]' INE, ,- .. �_' \, ♦�\\ \\\t C\I
1 1I �,li. ■ _ � vvv �v� ovJ A 1 1
.1.3>mil"'1 IIII III 1
:r DI li SINE, i6AK, IIIIII i'Iulllis 4I K, O W
ml
1 20' PUBLIC UTILITY EASEMENT �I ii, �' 5' `NE. I;
v f+l I r\24 AK,
\ ' y� �' I� AK, ( I111 1
7 I III
\ 23'"INE, 'dl�' J ) 1 � h
t M.B. 37, P . 3/2 a ml �' " ; �oiNE. A q _ e ellulj;i{!/1A
I Are_w.>■ _ �- I n 1
R''_,. xE AK.
J xcw xv.x-,x4s I I \ j�1. '9 AK 11 i11I111 ��
wv,x_xae(2a•7 \ .]S"9AK. R 9(1 8'^!:f�OWCS. 9' AK..- I
1 wvw._y Y 'I ■ .t II IIII�1 lull, a o,�
I----------------- L-----_ -----_r L---------- .� 'I ..r2d N 9�� OA
_--___-_._.--_. _----_._ -------- y I
u� *, I - �. y5'bAK. `� y _,II illll�'
,<`61NE J^ 9 t2 AK. 6 -K�
----- r___--__-__-....._-_-_-_-___..-_-__-_-_-_.__ ..-- .-___.___.___ _...__ __.._________________ --------_--_---- 12'-FINE.KS ... 1 IIIII II
d`A r
I --- <¢ - //1\ �nl \\ }IIII ( d
I r 11 PINE.1 7AK. y \ -
t ou I ,' `� e" AT.,- F' eK ?il� Ilnllil',
455'I �. I-- 12 AK *1
%ii A NE,
FAYExi I _ y�F IN*„� ••. •/• / 1. \\ f / 1 I, 42i tIJII' �7 • r ,
t 1 I 'I' ■ 5",2"TINK �EIA is 1 INE. c/'791P PRa,\\ 1 _ �/ IIIII IIII 1 _
col P. •I / �� _v • �o I
_u"*I✓ I Illy, I I 1 �
------------------ ------- _
_ 1 � I _ ... , Ifill",
___� I i tl 1�AK. lyJ,��11,A� _-(.'./.. • I�.� I 1 `o'h III 00
-, 1III N 1 .n_r [`
---- _
152 y�, v .'rl%ul.�^ /\TIP 6 d'
1 1 I 11- ', ..G _..• �1,1 _ Y�`� yy j I,'r 211 J r 1 1 00
-__—__—__—--- t2'j'INE:- a 1 ,,II :If
OA
1 15'-INc ,yK IIIUtl 9I1111. a,. r 0-
xw-wes• I -rT■,, -•—na[xtpvxt * 15'6AK. 17' AK y"_�,�. }� �L7N11 "IIIII / /`:.. � C..� � � �Ql � / , •,-' •--
_
ttvg
.. B" AK, AK, lil I/ IIIIII /•/ �. U v
xva*..1Z.
a''t .nor;• .er / ry I/UI "Will'//\ _Q! m I +
LOT 837-A, , IN I ---------------------- � I J 13"PINE 5' AK. -• rarEx rtx ott..w / 7
4� 2 \, //A I 1 III 1 \ , U
.,. " IIII , H '� W
I 1 �-7
L0� 837 B r------- rr ------ ------ 1 \ -------- --- L-- u 2 Bn t3•JVE �. r }r /nI 'llu'1 ' II Ye�� Z LQ L
SECTION 19 SE TION 19 I� N � ' N PINES. -- - - I I'llyl _' W I
_ 1
�,:;,', A 1 ... •- 6 A "FINE• l 3'OAK: r it\' '_j I Sgayy2W p 12"�IbAK• 1111111
'PINE VALLEY ESTATES PINE E IT _ 6 �-j _ �A��
M.B. 13 PG 42 M.E. '3, aG a2 xPP
12'8'�tLAK. � j', a / Aa*YxK. IIIQr IIIII a•
L_-_j 1t ,'1313.OAK, i�IIIN III J r. l
Io , I "�
' G -- j I Mq \ ... „" AKC". K. - J /■ jlll,I try - pLI&- 0 -n
I ! I j ,,��xx / \ /• ,IIIIII I .1. 1 !�
TIlTCAKS•" I�� 1\ 12'FINE, 10'OAK, 2'.�IyE-(7AK. -\� \ --' Il E..
ZONE: R-15 ZONE: R-�5 1 ' I2' INE 1 , L -
9ROCE B CAMERON o " jy •1+1 2*NE2, E,9�AKi5�,NAIWAK, i\\\ "/ �LA c•
I J.Y�i !\ t3•'PIriE. /:. .•- , / 5c� / C\i
I I I I
.r &Are-aaa� "z i max\ m•c �°� \ •�14!
i 1 xvw 21.111, c i + .. l I.".Illlrll pL' y.
y
j RUS EL J. + V it N6 '�=i,42_05 INE. 4 \� p q _ ---- --- --- r+
et64 _f Iln+n 11 Y �
//��,,II I� 12•PINE. 8.��{MK 1! 7
t 1 I{ 99U4 PC. 31 Z 18'OAK. i3 'M�- x at-93 23 PINE I' 4i /-1
z
U rl,1M" OAK. x 41.]7 - _ _ �t- i6.. - - .,e-4&g8- 23' C4.6.: I-.
IP5 al. s 42WO• LW TOTAL 1
x 411�38 -x a7.3' n� ' DRY POND PARiNERs lLC I`y`I
1 I
--_—__------------ -------�- ----�- '��.,-'-% xiaiKwA.: 'I ... 1 I M9ZONE PG.59
rn
\ �.� I _ +«-41.s2...-K a1.73 . 1 ZONE Re
---" -
v --J J j 5659, Kv 82 INIP"," •eo 95 roaww Rw x al:za
---- --------------------- ---
-- -- D 8. L)J43. �G. 669
T _
c 1
t.a. 40.95
�- --- =---- - - --- ----------- --------- 494y ?G. • _� �l- g' --
,.-. ?9 &RUCE B CJIITJlON 1RU57�
a,E. 494
285J' DB.D.B 5343,P4669� 1 �e uc LO' T r-ti K
1
�zz or ZONE YE-MWEFA,E•,�8€ a� 1. LONGSTREE In
' PLACE
I /v1> f — Z K';
ZONE! 1- M.B. 70, PG., 52
; ZONE:RB , �
t MF-M MUL 1FAMILv--M U-DEN Iv
1 i
MF-M-MULTIFAMILY-MED-DEN
_SE: STORK vVATtR -
POND USE: VACANT z
t BARCLAY PLACE.ASC
t
JV.!; 44 cT-----1 i I
��.
1
----- c_48. ;.
1
1
I ----------"---------------------------------------------------------------------------------------------- DEED-MAP GAP
I t
1
42'32'47" 4V 20125' 1
-------------------------------------------------------- _ _ _ _------- ----- ----- ---------------------
---------------- ----- -- - --------- ---- -- ---- -
--�--�--r�--�--�-- ��-- ---- ��TT/'33'-W i56iT65`
GE EA
EN
------------------- ------------------- ------------ - - ---------+----------------------------------------I -------------------- ------------ I-------30�Df�AiNA---- -- L�=--1----------------
-------- ---
------------------
r-=-----------------'t- l I I
r ^- i
LO: 009, LOT 610, z T r + = ' I I,.icct9.ce #('-3641
LOT 611, LOT 612, LOT �0 i E'' LOT C' D, LOT 616, O _CT 618, j LOT 619, LOT 62:,. LOT 62'. , _ I
SECTION ''I SEC'T'ION II SECTION '! SECTION II CT SEC r�N S TC'� tC �ON 1' m
T SE CO
IION II 1-r ! ,�N S� II SL TIG1v SECTION I! SECTION II SECTION SECTI0,% 1z �5',°'
NE VALLE' ESTATES 1 PINE VALLEY ESTATES PINE VALLEY F TE PIN Y AT r , - T T a _v �';�� ��� ��`�;r� �,;1� - �crp--q - - L'-,-. - VALLEY - -,
�STA LS E VALLE, ESl E PiN� dALLE SIA.ES PINE J�,��_ NE JALI_E _� �. �_ PALELY �._ SINE VA LC =� AT=S ' PINE VALLEY ESTATES PINE VALLEY ESTATES ' INE VALLE �� _ L�'4L I _OT 622, 'LOT 623, ' 20055
M.B. 8, PG 91 M.B. 8, PG 91 M.B. 8, PG 91 M.B. 8, PG 91 M.B. 8, PG 91 M.B. S. M.B. 8, �G 91 M.B. 8, PC 9' M.B. 8. 'G 91 M.B. 8, °G 91 M.B. 8 PG 91 M.B. 8, DG 9' M.B. 8, rC 9' ; � � SECTION i r � I, '
' I I � � � , � I SECTION I. ,
1 I PINE VALLEY EST< ES(PINE VALLEY ESTATES ' DES. JST
ZONE: R-15 ZONE: R-15 ZONE: R-15 ZONE: R-15 � ZONE: :�-^U ZONE: R-15 ZONE: R-'S 4 r �� ; a T�
ZONE: R-1 - ZONE: R-1 ZONE: R-1 ZONE: R-15 ZONE: R- -01JL. F M.B. 8, PG g
15' OF LOT �21 M.B. 8, PG 1 1 DRWN NKS
I I I I
ZONE: R-15 1
ZONE: R-15 1 DATE 10/25/21
1
STONF__WAZL ✓A^KSOAI DRIVE
.•i210
__ •
------------------ r3�F -7
SEAL
030869
dip *a
do
�i •. GINE�.•• Q'%
0 IN
SCALE: 1 " = 80'
6� 1 1 � 1 m2
0 80 160 240

,1 SCALE: 1 " = 80'
LOCATION MAPj,. - ,���` , 4\ mmmmmmmi
NOT TO SCALE jr �T' '\ �\
Z
O
r , LLJ
l - -------------- n_z r� `. \\
°� \ uJ
SITE P�� \
�PG� j .p�� \ z Z
GRAOd 9 \
S' f =xk ' , N
LOT 1 ,,,� \ , F ® 11
136,983 S F �' a k ,e `' �` S \ m I—
// (AAiE rL
,e ,• . r ' W
� Z
co
INDEPENDENCE BLVD . .� �f �� // 4 �� � \, � a- Q
100 PUBLIC R/W / l A Y 0
.%� f Cps/lr/ i -
-� Z
LOCATION MAP .. -- �- ;,/
N TS
�--
f
4 t i6 pp /
/ '� V z
j N 42'32'17'E 209.81 _ =g - , L l �' ,, :y ';� ;%' ' �b �mr ` `\, \, / W v O -
-- zj
_�.
;/
LOT 2 i Q
, ►�►� 154,865 SF
a m c�;l f ems:
-p
1 v_J
t3 �' 9
.� a,..... _ _1� ; , _._,- . { .,, ;�=__..�`��-� ____.._._ -• �1l _''~� //�f �mow• � � o .
tip IS 1 , , Y tS :t --•4 /J ''� V d
r
-. - + ,i {t '� ii E �f ( .5; f4 if •� �r'..»_...... uiv g'an 3.56 AC
O
- -
_
•
_
w'
4s�:.,•. -:� ...-...__.,a{?"".. it i "�,`'«..:. S :! S t 'J 1 :f `7? i
t w',. _._... ;I, ..._ - «, .v �, ii .. .�{ (1 qq iq {�f - S`s �� W
•• vJ
, ,..:.. !.i --.`_. -«--•.I 4 ... � ..._..,. i ..__ `r ..._t _...._ . t S+ ° {�I{ ,,,,, . ..._.. ,_ _ i i_• -_ ,.�;`� i{� �t / ` � •`7!t .S'4 � I 1
Y, f _j O w Lu (N
: .r j k t ' W LL m LZ V
t
TOTAL POND DA: �� ,,�-;�-�..-,�t -7 1 ��.,_� ; ! , � � ., > w2
��.. s�.� , -M, t6 4F LJ �j it f�q '. �' is S! .. ` r / �, `fir. I w ` �LIJ Q 0)
1 ,698,840 SF ,,� ';' yi; € �i G7 c7 i, ; ': � I� °� �,�� �� r 0 Q a d Z co
-.___-_ All '
(1 ,354,637 SF ON & � ' ;- Lj
- �' - ,' `4 - ����� u� to
}- t } F 0�
i.` t, _1 ,, + ��� m Z Z N
— `,. ___ ...... , i r. s h x f _,_._ ua, ; s _-- J - �p4 a3 ' i Z N
344,203 SF FROM OFF SITE LOTS) �: �r} �,,, _ _ i ; , -�� �, II � a, w Q o _
,� W..Fs \ •_ � f,R1 Lf t, ...-.._ ��` ` ` C 10
. .1, � Fq CJ LL
. C J tom, C �1
I If �15, '; Mmj Lij , t S = }} 1 illil. =t STi t i _._____ _____ _____ \�. S i> �Y j• �'j k m G ro 1_L 3
Z t ��o g II
x4 , 1 I I
,\a,.
.}���---I i `p.• B
E A"-'",-,4,..-...j'«-•-j 4 {I i i s wt. i f ?i i ; I. S r •O r?> ,SB`��,
,
i
Z _
;f Ii I
-a ._......___ PHASE I
Z
o 101 , _.---,-_---d__L_F. - I i PHASE 2 1 ,
---- '�-.-,�
t
t
+ •d
- _
- _ 26.23 AC
( r
1
._:_:.....—. ,_----..-- •,._._ —•"'+, r _ - J i ti j f i'y s 4 I .C�ADC', `-'
— Y I Lax
• f I
. ._._..=..._.. . : .._ _..::p--- -:_ ...._ _;• �j � � c } � F �! ,_._----�--' i � �i cCytcu''�` ----- -----
OC
r
S �Q,rt k I
.».,_. ...:__....-.-. —.__---...,---.—-. ._.. .------ -- : t i �i i � v._ it }i e { _ '� - �d �� •Y �
f l
i.
r ,
'Sys t
{> R ri � ' t �- �ti
¢ 1 + 2----- ------ r
, = t 1 1 t i
}
� t I ! i i it
RENEWAL 7 �;.i•;`s._Li- _s.' �a I`
Barclay SW8 960820 (LAST REN ) t _... _= --_. _. - l
t3 I .4 Jx (t
r _} Y"-+" 1 """� �
I , °i _� ,r',% 4 y /� , x• is k � A h
PERMIT DETAILS f
t I
r � �,� �'�`• I I}; � -_ ,
l�{ '� II Q g '; .z t �� � S 42"21,Al- ,..,179.68 �-
TOTAL DRAINAGE AREA: 1 698 840 SF 39 AC
� �; 333� i I, f j�t -atr-•.,p.•,.-�.,.-�'- -s----9'-�-a►-'-�'�•a.,�_a9.. y-�-I'+�--.�-.•�,..,'o.,-�ar•,..s•- -•�7t--#-• �42.26'���� � ; �:9 ;( f ' '•'`"
r ,
TOTAL IMPERVIOUS: 1,289,965 SF 29.61 AC - --
I , �I
_.-..,..,_..-,. .,,._._,.. ___.--._.__�,�t� ;I C. .yahr�r+ i#,.}t�-�s.s'.t',.•".' r �!s,}f'"-'..erts::,s'Y'><, -. ., ,4:tk„f:.,.,,...s.. .•, •r+.,-_...._ __..._ _.-x.tr I - ';'.fl 1 +
P IN PERMIT: 702000 SF -- -- --- - -------------- ----- ,:- - , ,.,,,t;.l},„t,., ,,},,Y.:, . ;C� t; ,,:a1 .,1 } m,sarut.ar ---.- ,_ _ _^____._._�
PHASE 1 AND 2 IMP _ ` 0
xs+,•, ',.; ,ir i 4r etka$f�Sstl?{ ttyr St s; s ,
ti �i{4:4•i4Py�-K� {•r}4��1T.F�:1^fai+•5 MV,+MIJ� i•fL Si.., l♦Y�1�t RtY .. _-. - _- --_-..• '
OUT PARCEL#1(LOT 1): 109770 SF -------- __- Srj.
LONGSTREET
OUT PARCEL#2(LOT 2): 127,195 SF f, �j y
61RE 1 :-e, v, ti,• �jf •tr_ I 1:: :-� AI / r n.l K;
FUTURE: 351000 SF n a i F BA
-- '. PLACE
-
f; ; r.... _ (;; , . � • .'= _ _.==" ..--%''_�� ;. ;,; ACE LOT 1
I 1! t<,e�,w......w....,ow..,t� .•. f t ,i,:�} i' r.'ii_''/ {t`..'�{{ :{�', }( f, "1-
I WILMINGTON LLC t ,i.t_, s-_ / Z,
E OWNER IN 2009. BRUCE B. CAMERON, G
NOTE. ALL AREAS HAVE THE SAM • , _._- _ :-_:_ ,_- „�. t•`,___�--:.. _--��; I•
c _ ter_
P
2021 PERMIT REVISIONS ADD BARCLAY H S AE 2
* !, 1 .2O AC � �
� t ,� r i i r� t
PHASE 2 OF ORIGINAL PERMIT WAS NOT CONSTRUCTED ,fit t� �.+. +f yes;# .�17 +ss,�r, ,
M �� w � z
* LAND HAS BEEN SUBDIVIDED INTO 5 LOTS.WITH TWO SEPARATE OWNERS. Of IN ; O
R N TRUSTEE
B7 P �
PHASE 1 AND NEW PHASE 2: 31.17 AC-TOTALAREA- OWNER: BRUCE B.CAME 0 ,
EXISTING � I ;� TONE
* LOT 1: 3.14 AC-TOTAL AREA- OWNER: DRY POND PARTNERS, LLC t�,a TEMPORARY S
+ ( 1 FILTER :AT OUTLET
* LOT 2: 3.56 AC-TOTALAREA- OWNER: DRY POND PARTNERS, LLC tas.
�I ------- -----------------_-------- ---- --- ---- - ---- --- ----------------' ---------------- ----- -- - 1
--------------- --,---------------------- (
,
EXISTING 30' _ if
* LONGSTREET LOT 1: 1.20 AC-TOTALAREA- OWNER: DRY PONDPARTNERS, LLC � � I _ T EXISTING OFFSITE STORMWATER CONVEYANCE CHANNEL _.... `
DP,A4NAGE EASEMEN
.76 117.49 Z7
-.. « .<..,ate .,......- . ........y...... ...... ,r..-_....:.: .,:. .. .. ., .:. _ ..
- ---� -� _ S 42'32 27 W 201.26
- _ _
MODIFICATION TO SW8 960820 AUGUST 2021 �,• � -=:- -���-- - .�-: .. �T. ..��. .. ,.,.. _j. .,6FES. r
-- -----------_ __ __ _ _ _ t , _-
- ----------- -- ---- ____ - -__�-------------- - -—_--- -- - ---------- --- ------- - ----- ---- ----- -- -- _----__--- - -- - - -- �- _ __. __. __ r_-�- __ ___--____ __ ---- ----- ----- --_ _
-N-d2'32'27"E' ��559.5? - --� ------ -- w�. '�"' _'.- r �•- T_ ^�v1sr-n!, t �
PHASE 1AND2IMP IN PERMIT: 1,014,419 SF i i 4nv, 37.99
Licence #<:-3641
NEW ASP HALT, C&G: 81,254 SF r t I t �I
NEW SIDEWALK: 19,613 SF f r I 1 i PINE VALLEY SEC. I! i i i 1 ail x-I P1iVl= VALLEY SEC. Il
t r k t rrp(oil
t 20055
NEW BUILDINGS: 51,067 SF ; i MAP BOOK 8 PAGE' 91 ' r s + -� 1 kd o' ,
EXISTING IMP TO REMAIN: 401,019 SF t j LOT 609 + + r + o ! f �+'r 1�A� BOOR 8 PAGI` 91
f S LOT 61 t1 LOT 611 ! LOT 612 ' LOT 613 i i i 1 t 211 i �,r ' + DES. JST
LOT 614 LOT 615 I LOT 619 p + LOT 620 LOT 621 `�' t I1 +
I } + t + + LOT 616 i LOT fi17 y � ij Dllj CKD. JPN
LOT 618
FUTURE IN PERMIT: 461,466 SF I + + I r t I t t r r 3 �r 't LOT 623 ,
CD C 1 ;r a(r t DRWN. NKS
+ 1 + t t t € t t mt �i L4T 622 t
OFFSITE LOT 1: 109,770 SF UNCHANGED FROM PREVIOUS PERMIT
DATE 10/25/21
OFFSITE LOT 2: 123,892 SF 80%-ALLOTTED
o O Ii;ti ----1------------------� 111
OFFSITE LONGSTREET LOT 1: 41,884 SF 80/a-ALLOTTED
)RIVE
NEW OFFSITE PERMIT FOR LOT 2 -ADDITION OF PHASE 2 NEW OFFSITE PERMIT FOR LOT 1 ADDITION OF PHASE 2 NEW OFFSITE PERMIT FOR LONGSTREET LOT1 - ADDITION OF PHASE 2
TOTAL AREA: 154865 SF 3.56 AC TOTAL AREA: 136983 SF 3.14 AC TOTAL AREA: 52355 SF 1.20 AC ------------------- •a L r�
c : Ile
30869 2 �
EXISTING IMPERVIOUS WITHIN LOT: 5405 SF EXISTING IMPERVIOUS WITHIN LOT: 7405 SF EXISTING IMPERVIOUS WITHIN LOT: 0 SF *NOTE: 'r` ,.,'�G i /'`60 J��Q •����
,,�- �••••iwii• •••• ��,,
EXISTING IMPERVIOUS BEING REMOVED: 0 SF EXISTING IMPERVIOUS BEING REMOVED: 0 SF EXISTING IMPERVIOUS BEING REMOVED: 0 SF LONGSTREET LOT 1 IS WITHIN THE POND DA AND a ; `SO N G
REMAINING IMPERVIOUS: 5405 SF REMAINING IMPERVIOUS: 7405 SF REMAINING IMPERVIOUS: 0 SF HAS BUA ALLOCATION. HOWEVER, THE CONVEYENCE •., -3
TO THE POND HAS NOT BEEN DESIGNED.
NEW IMPERVIOUS TOTAL: 123, CONVEYENCES TO THE SW POND MUST BE
892 SF -Total Allotted BUA NEW IMPERVIOUS TOTAL: 109,770 SF -Total Allotted BUA NEW IMPERVIOUS TOTAL: 41,884 SF -Total Allottec BUA BY:
ASPHALT, C&G: 7,355 SF ASPHALT,C&G: 0 SF ASPHALT,C&G: 0 SF DESIGNED AND PERMITTED WITH THE DEVELOPMENT
OF THE LONGSTREET LOT 1.
SIDEWALK: 410 SF SIDEWALK: 0 SF SIDEWALK: 0 SF
BUILDINGS: 0 SF BUILDINGS: 0 SF BUILDINGS: 0 SF
EXISTING IMP TO REMAIN: 5,405 SF EXISTING IMP TO REMAIN: 7,405 SF EXISTING IMP TO REMAIN: 0 SF 1
DAm
FUTURE: 110,722 SF FUTURE: 102,365 SF
FUTURE: 41,884 SF

Arlo
Wr
4,
Ell
ol
LOCATION MAP "A
ROSS C11 , 7
row
NOT TO SCALE I ilwt
Oi�
4-1
J-
'2
<
V) z
Z
ui
R U.1 V)
'o
%
01 Of
SITE
\ U V 0
0
c%4
<
RO
8 'XITY
I RAIL
N, U) LU
"N
177 77- ui
77/
7v�
< Z
co
mg,�
ui >�
.0011,
<
lk T�A 7
j",
:2�
CROSS CITY
TRAIL CROSS CITY c)
�AIL 7�7o-7!
s, LL
z
ui u
<
Ta
0
V�
AAL
iol EVU
4E,RB
QPERTI
fzo
e
4ft, uj
>
0 ;2� (X
0 w LLJ C*4
4
LU z co Z
> Lu �E z
A
Z
co z z x o
ui uj o (5 o z c�
4 Zu <
b
MQLA
014 3:
COSTMARY
x- -r
z;
-17
W,
A�
41�",
F:FEAR�98A
NE0,61
3p
oo!:q 7
*0
W
10.
*Wow
3
2
**N*
,jfk
0
W, --r
ECEIVE
7
�j
7
OCT 2 6 2021
I #C-1641
A
2;,- !;;-*)- 6,21
4-1
SIP
AT
W1,
20055
Z3
'A
Vpl" p c-
173 JST
DES.
g
a<D. JPN
4w
J*
DRW NKS
DATE 10/25/21
d ........... �M-
1,!14
ow*
q �'Uv�- 7,
V,
4
I X -�,52
R
I Iwo
A JL
W
OEM-
-869
I A-
40,
4w
W
-sitio"
J.
#
S
IM, g",

\ `
�\
LOCATION MAP
NOT TO SCALE
z
US 117 \ \\ I
O J
J
H
Cn
� Z
� � 'F$� ��6 � E rq�n Y G •E � O
Id
V!
Of Of
SITEof
r.r. O
S`..K. - 9 5� ega„ a •- ` F- N
, ,. o Q W W
� 21
m\1 4 � Q
/ /
1 �
00
W
CN
� A&V1 O
\ ,
LOCATION MAP NTS Z
-
� -J
`1 .\\ J a- �--
V A� MAIL �" (� O
y 0 �
V ! \ KIOSK �� \ ,� /
04 , ry C:D
TYPE 2 /
V °� 'FF/E=42.7 ' 7 15
. �- C�
moo w J
15 _ 0'
/ / wW Co Z U
�'/ / > w Z
LLJW
Q Z
O
ry
BLDG #3 z x (D
/ V wOOOZ CN
TYPE 1 Z0z � m � 10
SITE DATA TABLE < TYPE 3 BLDG #4 FFE=42.7 Q o _O co 5 0 0- 0)o
�� \
PID: R06117-011-016-000 \
MAPID: 313613.03.6649.000 \ FFE=43.0
ADDRESS: 2540 COSTMARY LANE \
OWNER: DRY PONDS PARTNERS LLC
AREA: 31.17 ACRES (PH1 & PH2) �,�� �>
PH1 = 26.23 AC -p��
PH2 = 4.94 AC
ZONE: MF-M
DENSITY FACTOR: 17 UNITS/ACRE
PH1 (MF-M): 164 UNITS / 26.23 ACRES = 6.25 UNITS PER ACRE
PH2 (MF-M): 96 UNITS / 4.94 ACRES = 19.43 UNITS PER ACRE
TOTAL: 260 UNITS / 31.17 ACRES = 8.34 UNITS PER ACRE
/ BLDG #5 Z t
MAX. LOT COVERAGE: 30%
0
_
LOT COVERAGE PROPOSED: 23.0% ' BLDG #2 Cc
C".T
v �� � TYPE 3 ' cc
MAX. BUILDING HEIGHT: 96' ABOVE 35' REQUIRES ADDITIONAL \ /
TYPE 1
SIDE AND REAR YARD. \ FFE=43.0 15
FFE=42. c
BUILDING HEIGHT PROPOSED: SEE CHART \ 7
BUILDING SEPARATION: 16 MIN. ��
BUILDING SEPARATION PROPOSED: SEE PLAN
'CAMA LAND USE: URBAN LEGEND �.
BUILDING SETBACKS REQUIRED FOR DEVELOPMENT \ / / �-- - - PROPERTY LINE
MINIMUM FRONT SETBACK: 35' \ A / /
MINIMUM REAR SETBACK: 25' 15 DISTURBED AREA LIMITS
MINIMUM INTERIOR SIDE SETBACK: 20' MIN. + 8'=28' MIN. \ /
I-'
OPEN SPACE REQUIRED: \
x0.35=10.91 AC REQUIRED) \ \ / 35 PROPOSED CONTOUR
35% OF TRACT AREA MINUS POND AREA (31.17 � t
T SHEET PROJECT Area: 270,943 SF ( Equal to Limits of Disturbance) > �e r■.Lf
(PH1 & PH2 COMBINED) SEE LAYOUT '
--x--�---�s--yr-�--�- TEMPORARY SILT FENCE
HALF ACTIVE/PASSIVE RECREATION 6.22 AC \
HALF ACTIVE/PASSIVE RECREATION/OPEN SPACE \ '
IMPERVIOUS AREAS V ' ��
REQUIRED: MIN. 50% (5.45 AC) PASSIVE
/P � � PROPOSED STORMDRAIN PIPE
^--- sW PROPOSED WATERLINE
MIN. 50% (5.45 AC) ACTIVE ;--� �a
PROVIDED: 5.65 AC PASSIVE NEW pHASE 2ON-SITE EXISTING IMPERVIOUS TOTAL ON PHASE 2 LIMITS: 1035 SF \ SS PROPOSED SANITARY SEWER
7.34 AC ACTIVE BUILDINGS: 51,067SF \\ �`� BLDG #6
�' 3 PROPOSED SPOT ELEVATION FLOW LINE x r
(SEE PLAN SHEET CIA FOR PH1 OPEN SPACE)
ASPHALT,CONCRETE,C&G: 79,432 SF STING IMP TO BE REMOVED FROM PHASE 2 LIMITS: 1035 SF \\ \ \\ < ,
___IRM PROPOSED SPOT ELEVATION TOP OF CURB ~ ✓�
BARKING REQUIREMENT: SIDEWALK: 15,298 SF TYPE 3 '
RESIDENTIAL: 2.5 SPACES PER UNIT MAX. \ \ 22
M
1.5 SPACE PER UNIT MIN. (1 BR) EXISTING IMPERVIOUS TO REMAIN: 0 SF \ \ �41.85 PROPOSED SPOT ELEVATION FINISH GRADE Z M
TOTAL: 145,797 SIF ` ` FFE=4 3.0
2.0 SPACES PER UNIT MIN. (2 BR) \ \ V
FLARED END SECTION WITH
2.25 SPACES PER UNIT MIN. 3+ BR) \\ \ /
RIP-RAP ENERGY DISSIPATOR
( DROP INLET WITH INLET PROTECTION (DI) Z
`- BICYCLE PARKING: 5 BICYCLE PARKING FOR THE FIRST 25 CAR PHASE 1(DUE TO PHASE 2ADDITION) EXISTING IMPERVICUS TOTAL IN PHASE 1: 402,199 SF / `
PARKING SPACES. EACH ADDITIONAL ONE HUNDRED
/ \\
SIDEWALK: 4315 SF CURB INLET WITH INLET PROTECTION (CI)
z (100) AUTOMOBILE PARKING SPACES ABOVE THE
TWENTY-FIVE (25) MINIMUM SHALL REQUIRE
_InASPHALT.CONCRETE,C&G: 1822 SF PING Itv^PERVIOUS TO BE REMOVED FROM PHASE is 1180 SF JUNCTION BOX WITH INLET PROTECTION (JB)
. \ �, ,
F PROVISIONS FOR PARKING AN ADDITIONAL FIVE (5) / / �. ` ,� I�► PROPOSED FIRE HYDRANT
BICYCLES UP TO A BICYCLE PARKING SYSTEM THAT TOTAL: 6,137 SF NET CHANGE IN PHASE 1: 4957 SF / 3 { /(/
CAN ACCOMMODATE A MAXIMUM OF TWENTY (20) NEW TOTAL PHASE 1: 407,156 SF J / // '
BICYCLES. / \ �\ EXISTING CONTOUR
COMBINED PHASE 1 AND PHASE 2 \
BICYCLE PARKING REQUIRED: 10 SPACES EXISTING IMP: 403,234 SF / n
- BICYCLE PARKING PROVED: 15 SPACES i0 BE REMOVED: 2215 SF / � \\ / �\\• / ,� s`"�� `�'ti'- EXISTING TREE TO BE SAVED OCT � � ��?�
EXISTING / �/ �� BLDG #7
N EXISTING TO REAMAIN: 401,019 SF ' 13"PINE EXISTING TREE TO BE REMOVED L> -----------
' � <� TYPE 3 ' PROPOSED FENCE Licence #(:-36=Ii
0 40 1 BR 0 1.5 SPACES/UNIT = 60 SPACES /
56 2 BR ® 2.0 SPACES/UNIT = 112 SPACES
NEW IMP: /
MINIMUM PARKING REQUIRED: 172 SPACES BUILDINGS - '67SIF -- FFE=43.0
--TP-- -- -- -- --1p-- TREE PROTECTION FENCING
\. \ \\\
PARKING SPACES PROVIDED ON PLAN: 172 SPACES ASPHALT C&G _54 SF \\ \ 20055
CL
HC SPACES REQUIRED: 6 PROVIDED: 6 SIDEWALK: _3 SF \
\ ' ASPHALT
N DES. JST
LANDSCAPING: REFER TO LANDSCAPING PLANS 151,934 SF '
INTERIOR LANDSCAPING: 20% SHADING TRIP GENERATION ITE 220 \, .
TOTAL DAILY TRIPS: 685 \', /> ��� * '- "�' a . �. CONCRETE CKD. JPN
FOUNDATION PLANTINGS: FACE OF BUILDING X 12% \
TYPE 1: FRONT=(160-20)(38)(.12)=638 SF MIN. DRWN. NKS
REAR=(160-10)(38)(.12)=684 SF MIN. AM IN: 11 �'
SIDE=(83)(38)(.12)=378 SF MIN. NEW LOT 2(DUE TOPHASE2ADDITION) EXISTING IMPERVIOUS LOT 5405 SF AM OUT: 35 ILANDSCAPING NDATION
TYPE 2: FRONT=(160-20)(49)(.12)=823 SF MIN. SIDEWALK -_. SF
AM TOTAL: 46 \ NOTE: ' DATE 10/25/21
s; REAR=(160-10)(49)(.12)=882 SF MIN. ASPHALT ONCRETE, C&G: - SF ;ISTiNG IMPERVIOJS TO BE REMOVED FROM LOT 2: 0 SF ,\, THERE ARE NO SURFACE WATERS, WETLANDS,
PM IN: 36 REGULATORY FLOOD ZONES, PROTECTED VEGETATED lot y�
o SIDE=(83)(49)(.12)=488 SF MIN. PM OUT: 21 SETBACKS, OR PROTECTED RIPARIAN BUFFERS ON-SITE. ����� •
i TYPE 3: FRONT=(71-12)(26)(.12)=184 SF MIN.
TOTAL: 7,765 SF NET CHANGE IN LOT 2: 0 SF \ PM TOTAL: 57 � '�••. . • �i�
REAR=(71-12)(26)(.12)=184 SF MIN. \ / \ \•
SIDE=(46)(26)(.12)=143 SF MIN.
`o TOTAL NEW IMPERVIOUS: 159,699 SF �J% / � • •
a TRASH SERVICE: DUMPSTER \ S E A L •
L
DISTURBED AREA LIMITS: 6.22 ACt
PERCENT IMPERVIOUS OF / _
c
PROJECT AREA: 59 _ EXISTING IMPERVIOUS TOTAL IN LOT 1: 7405 SF
A •
i WATER/SEWER DE M NDS: � : ; 0�0869
N 1-BR MF UNITS: 40 0240 GPD = 9,600 GPD _ ' ~IN
LSD •
S NG IMPERVIOUS TC BE REMOVED FROM LOT 1: 0 SF '�����••••••� •�P��,`
2-BR MF UNITS: 40 ® 360 GPD = 14,400 GPD / i� SON G,01;
a 2-BR TOWNHOMES: 16 ® 360 GPD = 5,760 GPD
TOTAL = 29,760 GPD NET CHANGE IN LOT 1: 0 SF
2
BUILDING DATA , s
Ln 1 BR UNIT 2 BR/UNIT STORIES CONSTRUCTION
BUILDING # OF BUILDINGS FOOTPRINT (SF) UNITS / T HEIGHT NEW ;MPERVIOUS AREA W1TIN Pf�i NEW IMPERVIOUS AREA WITHIN LOT 2 � � �. ` ���' •��
N
n -
BUILDING TYPE 1 2 10 517 21 034 24 48 24 24 3 VB 38'-4'f ASPHALT/GONG./C&G: 1,822 SF ASPHALT/GONG./C&G: 7,355 SF
SCALE: 1 - 30'
BUILDING TYPE 2 1 11,169 32 16 16 4 VA 49'f SIDEWALK: 4,315 SF SIDEWALK: 410 SF
C2
EXIST. IMP. REMOVED: 1,180 SF TOTAL: 7,765 SF
BUILDING TYPE 3 4 4 330 17 320 4 16 0 16 2 VB 26 -2 f 0 30 60 90
TOTAL 7 49 523 96 40 56 NET CHANGE: (+)4,957 SF

\ / / _�
7xc
i -� m
< � � x
�� P Q
1 NOTE:
ALL AREAS OUTSIDE BUILDING FOOTPRINTS IS \v n-
1 U 1 CONSIDERED COMMON AREA.
1 1 ALL COMMON AREAS ARE DRAINAGE EASEMENTS. \� x O J
'1 �, -dl > \ \ ��\ VAA van A V
1 ,_22'�TRANS QN - \ \\ P \ `� ,/ \ z n Z
-*- FROM SLO \\ O
CURB TO wi'm \\ \ \ \ �-' �i
1 Ix'x�VERTICAL .C&.G\ \ \� \\ \\ \ W V_cr-
2.1 • ^ �P / \ i \ Z
s� \ VA VAA w � \ w o
x P 'e z Q o 0
��' Q Q��O SLOPE 2 \ 4 \ �O o N (V
N XQ\ CURB t- la � - al�5s �� 1. 2.2 \\\\ \,� �s� - , p� \G j �> ® W
QI -22B x 0 2 ,�6 '� �� ,:7 .`�.\ \ ��� \ \ + pQ JO�PG�� ) J W
Pam, o`� T=41.5 �, z: � ICI -12A 41.5 \\ r\ ,\ \ /� \ Q� Q�Q\ �0 �� o (� LLJ
r x O O 1=35.38 i- - T=41. , 2 \ O _\\ \ \ O Pc�F. \�/ Z Q z
o �• o � 41.7by 1=37.9 1.7 M'�
1 � JB '2-20A CONST. Cl 2-22A 5� i � -, i 4� 4,/ �I�UME. 1: � v V \, v� �v vv vvv \\ W Q
\ T=GRADE(42.5f) \ \ \ 1.3
1 , _ x ENTRANC�� T=41.35 G _ J C00
I-3 .�5 x P 1=35.25 42.04 Ley \ \ �\ \� \ \ \ \ \ \ \ 6 j/ \I N
L1N� 1 ` °` e �� ,/F`� 41.65 � >' ✓ / - �O �\. \\ 5y' \ <g \ �ti � � Z � LL (.�
�,I'• x �' al.s5 _. y 1 5 -- - - - ,.a - \\\ \ \ \ \ END �/� / /
.. 42.E \ - a- �I \ L
N i✓1NE 1 � Q��\�'�'o Q� � �•� CI 2-2 � p, 1.s • � _ _' - _ �,�P z.2 \ \ �. �, \ RETAINING � n J Z
MAC =42.25 „(26 ) 1.s \ CI 2-21`' 41.ss �, s _ Y'�S, 2' TRANSITION `', k °� 43 \ \\\\ \\� \ ry \ WALL y �Li �- Z
24 RCP » „^� y- T=41.3 po -��, � T\ \� � \ \TOP-42.0 \� � / -- � (� O
N z.s 42.40 5 2 ) 18 _ _ �ao�S -- _ FROM SLOPE P� \�\�\ \\\\\� �\ \ \ v (� I-
RCP 1= 42.35 e
1B TO
�\_ 2 i 'Q VALLEY > e 1. �.50/ \\\\\\ \\\\\ \° \ \d\�� \ �r�
$ 4 1',6 \ 42.25 C 1.5 1 \\ \ \ O Z -j O 0
a'1 MH n CP ,
�� S 41.92 v 41.3 OP / \ VA\\ \\V AA\\,
U
so 42.15 � H�p� \ 42.5p \\\ o \\
` � 9 -, � 42.2p 42.11 0
T=42.8 --CI 2-12 4,.5 �1 \ DITCH RELOCATION CONTAINED WITHIN
2.2 ,.a �,� (Np 4 T_ \ �`� T=41. � \, y � \ \\ ��.,` l '\'\°' L.L
2.1 ,� r42.2 42.00 �' �`\ `. I=37.4 `�' 1.2 (4 �� ` � T� 15 \\\\ \\\\ \\ \ \ vA PUBLIC DRAINAGE EASEMENT. (� m N
cr 1�-,E(_
y. P��
77)
42.3s O • YI 2 4 \� \� 2 FROMS OPE 15 ,. / \ \\ \\ \ \ O
2 1.3 \
- �.,� � h TRANSITION 15ti „ R 4 �; I=37.6\ vvVA\ \ V
_ \
dtP i ' O 42.30 \��, 1^s YI 2-2 A 41.so i- �5 CURB TO `\\ . t CA 1 2101°�' �\ �\ \ \\`\� \\\\\\
=41.0 ✓ \ VALL Y CURB T1• , } S
ClCI 2-25 +41.42 _`' n �
` 1x 2.2 T=40.9 1=36.4 �o �, ' - U
\�� 4 O, 42.65 6 1• I 41 s \\\ PROPOSED RETAINING WA(L QP Q�
I=36.1 ��' S 2.20 -_ _ �„.L' s/ 42:5Q ,' / / i' 41.75 / \1'�0 \ \ \\\\ - O O �� \� W -�
'Sp \\ 0 \\ 6A TOP VARIES (42.0 41.5) O� \ �. O >
F`rZ41.30
� 4 � (TO BE DESIGNED BY OTHERS) �� 0 �O � Z cr �\� O wG � _ i �� �i �� \ AA O N
tiO 4265 � � ., (21,) 15 0 J YI 2-258 4is �,' � `� , ,� 1. a� ',' \\ �P \ ,\� �,�\\\� o b - �c W p m Z U
42.65 42.75 2.0 p k T=41.0 \ •\ �(, /,, i', *h \� T 411 ,' �1/ ,. / ;'\ \\� 42 0 42.26q \ n x ��� \ \ \ \ > w w ~ z
c HDPE (HP) 1�c
I-37.0 _ y�� / �, \ . ��' 'j \ 47 W : z
42.60 x. 41. 2 i `� ` i' iA -3 .5 ,� i \ . �. 4 0 ! �`}\ \ \ CD
9 \ i / 42.50 U � M ♦- o
2.0 1.3 \ \\ Q Q w 1,
STREETLIGHT TO , -a �\ `.a °.o 4 / / �� ^�',k \ \ \ �e `� co z Z X CD N
�a m^ n , Q.00 \ \� \ 42.45 a YI 2-1 OB / O O� D d, ��! \\\ \ 9 \ W i
5 _
BE RELOCATED , �'',,\� ,, �� � x \� 42.s ,,,� . Q �� �, � � 41.7 a� i /\/ � �, -� \ \ ••\\ , w CD O O _z N
2 A SITION o /5 �, T=41.0 / \ 41.a� vvv \ C� ` Z U Q m
� �0�. IGRs F SLOP 42.8Q. , 2.1 Q V � e � � v42.50 A� +�"
�, / ,r �^, M o -` )(f
CURB TO '1.7 \ VALLEY
�0`�� / C RB. ,y S� - DPE (HP) / / T=41.0 y �i ® m 0 rn
Q� �'�P J° �� �1 MAT VERT C�AL� & ,� v�� QA80 42.65 2.0 42.25 ?� i' '��� ��� - / I-38.2 42.25 v 4A \. AV y v \ \
���h�• w JO ' o ni � 42.70 vgyp / ti i' p 42.fi;v - V F \
h'
42.80 v ' CI 2- 4?'gip
�� ��o z.,2.1 2 TRANSIIIO ' T=41,1 �' 2:a BLDG
41.30 � Q �T. P \ \ \
s / FROM SLOP 1=3g 42:�0 \\ \\
\. E 8 \ � 2' 7 � ,:4 ;�, y RETAINING <
/ ti � END .
2.o CURB T O S' �. I ��� o \ + ��,,
i 42 65 , v •O �+ 41.7 ✓ o
a2. 2., VERTICAL C&G 41.75 41.81 DI 2-3 '� S o ,�`l.�Q .°�v / ` �2RD \ DI-01 TOP=41.5
1, + l a2.so WALL
F =4 3 s ,. T=41.0 � � -` ti � � �' xQ ,,{{ 2.00 -
42.0 ' 41.4 ✓ A J ,1 . Q e YI L-86 \ / 4
/ T=40.0
Q '�-" T=41.3 v - v o
•� �` p / \ `�` / 1=37.2 °
2.1 i 41. 0 RL`P '4 T=41.0 �` _ \ e
1=37.0 x -r2� i 42.3o I 38 6 jj0 / F�F /� \ (EMERGENCY \41.70
x /i °O� 5 C�� 4 L - i N 42. 0 \ \�X o \ \42.80 P � h �/ OUTFLOW)
.5 20 \\ / oN-tc
tarnVALLEY
� N
��, �% ° o� � \ \ �,� � \Q /\�/Q -�, by l 2 �\ ,.3 GQ CURB 42.2 c� YI 2-8A / 9c y� Cl 2-9 �\ z x
Q\�J` � \' � v.' �� 44265 ,{ �, �� �z �' 7 Cl2-5 / YI 2-10C ' �S a2. o T=41.3 T�40.9 \ \ N
s \ . � a p \
\� �`.` �✓ xOP ` 42.70 \ ,� O1.7o T=41.0 / j/ T=41.0 , ' y� \�I=38.0 \ G s 1= 06 'y \ , » \
v A� ��2.ao ,' ss 1.s ,1 41.so ?� O'� 15 c� S'' / Q s y\ (g ) 15 RCP \ r�
BLDG 41.8 �� j / 41.55 35.8 c�� 3 P
J / 1=37.7 + \ s
i, h N �y � v � ✓,
REMOVE EXIST. �� < 4z.ss 0 42.50
HOPE
42.80 41.85 �d2 LG ��..1 o xO� '� _ / s V yy'y V ✓ A r�l
STUB OUT & �. a 95 42. r-�
TYPE�� �.3 ' ' � � � 1 41.7
cr \ y , 1✓h \ d 7 \REPAIR JB. ``�P�S� \\< `TS .ram \ aye •7Fi r,``��ro GQ S� ` - .4i.s `"' t. + 42.20 '` 2.20 d ��`p / \ \\�, \\O \\ -0'' \
JB TO REMAIN ` FtF= 3- �oj + Y T /
1.3
ADJUST TOP TO / � �,• + � • .- ..� _ _ 5
GRADE. 5�j �� \v �ti. T A 42.22 P ° x nLij
�'' YI 2F-8C /P�
6
_ ✓ -- 41.7 \ 2.1 L� o942.25 �� T-41 , 42.50 �-
' \ vivo -lz ' ���`'' ' `\�215 ty� �^�� ' i F ,,.7
c� g� \ .65 i 2.0 s/ 42. n/ ss
s � �. �c \ \� CI 2-1 c C��
-3 .v T=40.7 x
\\2 00 �00• i'r 14 85 y\42.00 ,5 C�C T �` 42.50 / 1.5 \ \ \\ \ ~ - c
D ., -
Cl 2 8Ln
42.00
\ \ ✓�, � �, ,� 1.0 a �� \ 2.1 > � 4�74 Cl2-6 r' 55 / T 41 15 \ \\ z
\ \ CONC. PAVERS /� 5 cl, U / i� 2.0 rCl 2 GQ 1.5 I=37.32 \\ ss \\ z cn
M
\ OR CONC. / s �� 42.80
\ . 41.25
\ \ \\ 36.5
SIDEWALK (PER � ��� �\ 2t ads Cl' 2 �L x 2 �� � ! ,64 a1 � 1 5 �° \\ s
\ 00
ARCHITECTURAL , z \ 5s � \
\\ \\ PLAN) ;�\\ ss h ` 1=40.75 \`� 2• /
\ TYP a �i\ o < i=36.0L_ 2.1 ss \ / `� �1 EC NOTE: \ ss \ c^7
REMOVE 12 ` �� v,,1,y ^� �, p \ TYPE
:' � � 41. /�` c INSTALL SKIMMER AT EXISTING POND OUTLET \ � x
RCP & � s o I I F 42.80 �3 �j� / \
�. _ 36, I" y� STRUCTURE. SKIMMER TO BE ATTACHED AT THE \ o \
1/ \ '� -- �/ _ae / DRAWDOWN ELEVATION. SEE SKIMMER DETAIL. \ o�.
\ \ �o REPLACE W/ � ^° \ � st � � ✓ x ��� 4,. J 2 �/ �' � /
\ \ P��, 30 RCP �'
j
ss2.so f /... �\��°� / G E I E
� VERTICAL / �.
' s 42 00 �'�` / ��c CURB & `
\ 4 �(
9�b\41.7 k / �yo\ / , \ /FQ: "" �S / \ V GUTTER All- / T 2 @�.
�3
NOTES:
s. Pam/ /
1 LOCATIONS OF YARD INLETS TO BE FIELD s \CONS \ / "'l \\ / 1.3 �`� �� �\ /
ADJUSTED BASED ON FINAL LANDSCAPE PLAN. 42.80
ENTRANCE / `� ` \ n _-
2) RETAINING WALLS TO BE DESIGNED BY OTHERS. /� �� / / \ `� \s v e/P;� S js / 2.1 DI 2-7 Q�` �. Co• �`a NA, ""
\ / \\`� _ 1.70 42.80 � Q Q Licence #C,-. 641
3) SITE MUST CONFORM TO ALL ADA REGULATIONS. \ / ti / \ / T=41.15 /-'' /
MAX. LONGITUDINAL SLOPE ON ADA ACCESS IS 5% \/ \ \ / / `��. 4z.7o /
(1'V:20'H) & MAX. CROSS SLOPE IS 2% (1/4" PER \ \ / `\` �S' / I=36.8
/ , .� s 42.65 �� 20055
FOOT) \ \ // / Cwv / 41.45/ �`�' Q� Orb O• /
4 ALL ROOF DRAIN DOWNSPOUTS SHALL CONNECT \ \ / \� ', a,, 42.451
yy ,-'; - ,-'
TO STORM DRAINAGE SYSTEM. ALL DOWNSPOUTS \ \ / / \`\ ss 1 1.s �' 5 _ - Q
SHALL HAVE AIR GAPS (OVERFLOWS) PRIOR TO \ \ // / 42.65 A / / DES. JST
CONNECTING TO STORM DRAINAGE SYSTEM. \ / '� _ DRD• JPN
10' DRWN.
/ \ \� �`�� `;, ^° ° ,�Rrm ��<,� �, ,'� �• 10 h, ,'� '�- TOP VARIES NKS
\ \ / \ -, �.KK. 1 x� �x. (42.0'-41.5') (10:1 MAX. SLOPE)
5) ALL ROOF DRAINAGE PIPING SHALL BE 8" (MIN.) ;
NDPE OR C900 PVC ® 1% MIN. SLOPE. (SEE ROOF CONC. PAVERS 9d \ p TA, +���'
y r- RETAINING WALL DATE 10 25 21
DRAINAGE PLAN) \ \� / OR CONC. \,. v ^`T % '� \9. / /
6) SOUTHERN ENVIRONMENTAL GROUP, INC. (SEGI) IS \ / SIDEWALK (PER �\� O� '" m \ %f
OBTAINING ALL REQUIRED PERMITS FOR THE DITCH \ ` / $
/ ARCHITECTURAL gti �,�i.1oa ¢ ' y,as-. n i / ,�t�tt uuri�,,�.
RELOCATION. o / "
7) GRADING IN THE AREA OF THE DITCH IS NOT PLAN) TYP. •. .•
ALLOWED UNTIL ALL USAGE PERMITS ARE OBTAINED. \ k ^� M _-- --------
8) DI-01 IS AN OVERFLOWAGE SYSTEM DURING PROVIDE
// \ o c- � a s °o,; �� - F CURB NOTES: L
\ _
RELIEF TO STORM DRAIN •
RAIN EVENTS. 1) VALLEY CURB SHALL BE USED AT 030869 •
\ r� - c P PARALLEL PARKING AREAS. ¢ SEAL r •
/ F, 4o.5d� x. �� 2.5:1
9) BUILDING CONDENSATE DRAINS SHALL NOT ; \ \ c` P ,� e 2) VERTICAL CURB AND GUTTER SHALL BE . rr Z�- •
/ ������ \ 40,85� a o. y USED AT PERIMETER PARKING AREAS AND SLOPE •.� �,:•� J %��P
4.
CONNECT TO THE SD SYSTEM UNLESS DESIGNED AND / \ \ � s �,
ANALYZED BY MEP. / \ \ �� -' �F 2.5:1 •••:::E•'• Q �.
\ /i\\ \ �> TOWNHOME PARKING. SLOPE �i�
?s 3) SLOPE CURB ALL OTHER AREAS. 34.4' ����i0 ittit
/ / v TO BE REMOVED
STORMWATER NOTES �� $
�/ \\ �/ • ��., EN�'SIDEWALK ,\ � � MIN. �
A -B ILTS ARE REQUIRED FOR / \
1. STORMWATERS U Q 11 - �
ALL STORM DRAINAGE CONVEYANCES. oo.!, SCALE. 1 - 3 P SECTION B-B e
/ (NOT TO SCALE)
2. ALL STORMWATER CONVEYANCES THAT CARRY // \\ ° ���;��� c��P��. / C3
PUBLIC STORMWATER MUST BE VIDEOED. / / / �`� ''�'' ��� �° 0 30 60 g0 / DRAINAGE EASEMENT
'kSIDE SLOPES & BOTTOM ARE TO BE LINED W/ EC MATTING (NORTH AMERICAN
GREENSC350 OR COCONUT MATTING & SEEDED IMMEDIATELY AFTER GRADING.

� I �
10 � I m
(10:1 MAX. SLOPE)
z
46' I - I O J J
J
Q
j - ( a
43 I / V
' cn z z
2.5:1 ' z
w 0 O
SLOPE
2.5:1
w
SLOPE / I Of Z
--------- 36' _ ' I Z O
I o O
MIN. �' o a o
W J ' o N N
SECTION A-A ® W
(NOT TO SCALE) LIJ
IZ '�' I �' O 0 (�
jjj
co Z < z CV
DRAINAGE EASEMENT tee/ ��a cn W = Q
* 00
SIDE SLOPES & BOTTOM ARE TO BE LINED W EC ' < W J N
MATTING (NORTH AMERICAN GREEN SC350 OR COCONUT ,�'
z_ U 0 v
MATTING) & SEEDED IMMEDIATELY AFTER GRADING.
ON ADD CLASS 1 \> � J � Z
RIP-RAP UP DITCH / \ �� - �
� k' �� BANKS TO ELEV. 40 SCALE: 1 30 Q z
FOR A LENGTH OF 35' - �' O
0 30 60 90 C7 Q O
i
\ W)
/o
L , v�
�� �� '� .► - ;.;� � \ EXIST. RIP-RAP ED TO REMAIN. MAINTAIN
���% �� ' qL _ _ _ _ ;���X' _°°_ �,� V ors AS NECESSARY. DO NOT BLOCK FLOW. U�� \\ �dv� \ U
mow
, _ �� �•pQ\ - MIN. ED: 35 Lx40'Wx24 D CLASS 1 RIP-RAP \> \ -'
n o T �� '- °° ° \` � REMOVE ALL DEBRIS & VEGETATION THAT IS \/ \ W > Jcf) CO
4 �� S' 1C __ --� ,�. €°°� BLOCKING FLOW. RESTORE DITCH SECTION. �� \\ �/> \ O Z
�� n d% _ -- _- -- o°°� ° NOTE: EXIST. CULVERT INLETS ARE BELOW �11 n� p W cv
' _-- - - GRADE. MAY HAVE BEEN BURIED 1'. w F-
�� 11 uj
�' Vvv� 0 � \ a � 2.5: 1 SLOPE: \\ \ uj Q a Z cfl
\ ( p cfl cti0
a \ SIDE SLOPES & BOTTOM ARE TO BE C)
�j x "S�'� �� � __ , , ADD CLASS 1 �� A�,�vvvv v LINED W/ EC MATTING & SEEDED V A Of M z Z x p
�. -- RIP-RAP UP DITCH - \\ `\\ate \ W C� O O z N
� \ , , F \ \\� \ A IMMEDIATELY AFTER GRADING. \ Z w m _
�^� , , ��� BANKS TO ELEV. 40 \\\ \\ \\ Via\ \ - \ s�`� \ U 4
0000 !''}" o\ P��/ %'� �i , a��M NV\i� FOR A LENGTH OF 35' �� \����� \ ✓ \ \ Q o
�`
G -71 v A \
n
a \\
domp
0*0
woo
000
.- av ��`����� SLOPE �,v � � �
- d aa\ \\
C vv �F.
v it
XGA�
1
s v C
Uri
VA / � goo
�
/ �; VA n
AAA V AA� \ \ \ .�
A V� AAV \ \
4 z
low
\
FROM SLO \- \ \\ \
CURB TO . \
IVE
,/� l� / UDL A LULA V ro�i
L1/ iPopp, �`7 ' v
00
P \
X \�`�` �� Q� a� SLOPE /t.s , � 4155 t.a � WOW
1.a ' \ �• �O �
e CURB 1 �k\ \ 2.2 \\\, \ \\ OG' \G F. ��
< � y QO v �� 0 r 1.7 \\ V A ° VAA \ V Q �A' ��, /� �.
` I� -226 v ,, , Licence #C-3641
� yCI 2-12A 41.5 v v - A' \ \ v QUO Q�Pv��� u j,
t` ` T=41.5 X 2:3 u��� - v v v� v F.
X o`� ,��, -�.� T-41. 112 � i � � ,��\ , o P�F. 2 O 055
1=35.38 1a �- '" 41 1=37.9 1.� �'� A v V k. O �i
JB 2-20A r 1: --` \ A' v�
1 J� DES. JST
'�. CONST. Cl 2-22A �-� 41.s FUME - - �\ \\\\\\ a \ \. b
T=GRADE(42.5t) �� \ 1.3 ti° \ \ \ }�� (-` �
�v�V� x ENTRANC T=41.35 , ` y - � O� y v
\ t I=3 5 F. �y - y. A\ y v \ v v �� U L /� cKD. JPN
1 �4'�� x 1=35.25 42.0 42.45� -- A - �/ ��� _� \.v \ � ,'
SCALE. ` a.��. h \ \ �a \ �'
\ INE 0 1 \ a^�h��hg ' 41.65 ,, \ _ - _,_ - - _ ^ ?� \ \\\\ \ �' -� DRWN. NKS
x
' � 1 �: -' � \\\ \ \ \ \ END
M A�CN � � �' ` �F'/�� � ^' X \�\9•• \ � 2.2 41.85 ,�r� °--5�-'41.4 - 5 _ __ - --°-- � _ - -- \ \\\ \ \
0 60 90 SINE Q\� ° Q �� �i CI 2- � 42.3�ryxP,.B - -- -s'' -- - �` �,
N � � \� � _ __ •\ ' � \\ RETAINING \� _ > � DATE 10/25/21
MAC t \ � =42.25 (26 ) 1:5 �` CI 2-21 41.ss� �� P'� �3 \\\ \\_ ,r \, ti \ WALL y z
` 1�2.3a 1� �-- I=34.8 24" RCP T=41.3 h ; �J 2 TRANSITION \ \ � \ \TOP=42.0
52 ) 18" 1= - FROM SLOPE ♦v
42.40 RCP 42.35 sue, P
NOTE: CP s° \�A V A � \ \ \ ♦ •
`(` ' ��\- � 24 R - }� , � �...� .% � �o � CURB TO 1.5 ��.50 \�\\� \ \�\�\ y U ' j ��> ,` •♦ . .. � ••�
/ ♦ �i
' VALLEY CURB
SIDEWALK TO BE EXTENDED TO �� 1 r�y � 78 ) s° r,s (6 ,, � 42.25 C',p �
LONGSTREET WHEN REMAINING 5r�MH "°� �SD 2. 61.so-�, 4 41.3OP ��'
CP ) \ \
C� r ", s° 42.15 �. 42.5 41.92 '� r.�\ \ \ \ \\ \ . q r
PARCEL FRONTING ALONG 1 -� } 42.1� v,-�1Q �o R. o i t i
T=42.8 - su 42.2�J p _ _ ;
LONGSTREET IS DEVELOPED. x '1=34 _ _ / 2.2 1.8 _ �� r`Np 4 . o CT 2 2 41 � , �� \\\\ DITCH RELOCATION CONTAINED WIT 030869Z.
- , 1 - \ \\\. ry. A PUBLIC DRAINAGE EASEMENT. • 06 � .
f , °2 1 r 42.2 42.00 ,' \ 1=37.4� �2 , 1.2 t47') 1 3e\ T=415 \\\ \ \\ \\\ ` , \ \ ry J -.0
. •• G
_ i 2 2 TRANSITION n s\ \ \\ a \ sl � • . �N .•P♦♦♦,
YI 4 15 41. \ o, •�9
k FROM SLOPE ls� R( ' t 1=37.6\ \\ \\ \\ �i.1100 S N G��♦�
42.35 , 1
1+. T <v 1.6 ,- 41.80 T= .0 i CP 1 2 11'
\ P�,� ;K , g dt� r O 42.30 \\� a, YI 2-25�A I 05 CURB TO .\ � T 1.
OQ 1 . 41.6 1A
STORMWATER NOTES �,��. v� , � �. �,,^� 2.3 Clcl 2-25 ^ , ,VALLEY CURB ,' kr
+41.42 T-41.0 VALL
v�J .� 2.2 T=40.9 1=36.4 �o _ � �, �3
4z 3 , 42.65 6 ,. % t. o \•; \\\ \ 6 PROPOSED RETAINI
1. STORMWATER AS-BUILTS ARE REQUIRED FOR / , Q 1=36.1 r�6'�' \ / 2.20 42 / / 41 t \ 5 \ \
ALL STORM DRAINAGE CONVEYANCES. /' �. , e �' �` ��� �� �O,o J ° 2.30 �" S . ` \ \ \\ \\\ �h9 TOP VARIES (42.0-
l h / \
/ 1 1 2 - \ �Q ti ;a01° c S� \ e� � e`�� ` " - 4 4 ` _4 Q'G/ _ �;. �P 4 \ \\ \\ yo (TO BE DESIGNED B
2. ALL STORMWATER CONVEYANCES THAT CARRY / P �� \
/ 1 �, N P<JQ a 6 G �� rr -- �i0 k`.' , 4 t �. , / 1.4 30 , \ .v 6 �T \ 1 \ �a \\\\\ \;°
PUBLIC STORMWATER MUST BE VIDEOED. / ti r 42.65 ,tip° (21 ) 15 J YI 2-25B 42.5D �� a� - \ _ \
42.65 42J5 42.o C301
HDPE (HF) T=41.0 � , 1 N\ t: ' \\ 4 0 42. ;' \ ,°��.\ \ .\ \ \ a - /
\ 7

OUTLET STRUTURE \ ,/ )
TOP PLAN (39.50) O // T -
!i ASBUILT 39.41
WEIR PLAN (37.00) \ Sca
ASBUILT 36.99 1 \
INV. PVC PLAN (35.00)
/ ASBUILT (35.20)
�h INV. 34.97
' tip°'
// `� . . .��Oh`' / / \ INV. 35.12
INV. 34.9 \"
Dc / 4P Q
° d
co
,>``
lb
C // . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .
OUTLET 1
Forebay. INV. PLAN 32.80
. . . . . . . " INV. ASBUILT 32.58
60,
/ /
00
, f
��� � 2� � /' ` / /'/ �� PARTIAL AS-BUILT SURVEY
OF THE POND A T
�� ,` ,/ \\\ BARCLA Y PLACE
. . . . . . . . . . . . 10
forr-n erl y INDEPENDENCE GRANDE00
,r
OUTLEI 9 /' ,�` ,/` wG� ; ,/ �`° CITY OF WILMINGTON NEW HANOVER COUNTY
/ INV. PLAN 33.70 . . /
/ INV. ASBUILT 33..44
NORTH CAROLINA
DATE: MARCH 2, 1998
/
. .
/
/
/ / , / /
40' 20' 0 40'
°zaaaaa'aao, , SCALE IN FEET
GARo
\\\ 40'
��^��;�ae'�`���,R� SCALE: "=
NOTES A\ 1. SURVEYED 6-27-97 VERIFIED FEB. 1998 2. THIS IS V � RORDATION _....___•.. d�����t'�� � ���° Uf NOVEO DESIGN SERV ES P.A.
s- / 3. ALL ELEVATIONS AR� M.S.L
LAND SURVEYORS, ENGINEERS, LAND PLANNERS
>1 319 WALNUT STREET
� '� � W1LM/NGTON, N.C. 28401
PHONE [phone]
4282PND2-97JW
L

- -I
R
PLANS A�,h,D ES
GENERAL NOTES:
��yy STANDARD DOTE-�:
1. Boundary surveyed in September of 1.995. Topography surveyed in t lF
ROFIL
September of 1995. 1. Information concerning underground utilities was obtained fr-onn
available records. It shall be the responsibility of the
2. This map is not for conveyance, recordation, or sales.
Contractor to determine the exact elevations and locations
of all existing utilities at all crossings prior to
3. This property is not located within a special flood � - -
ewe
hazard area according to Flood insurance Rate Map Community commencing trench excavation. If actual clearances are Jess
Panel #370171-0005C, effective date November 4, 1987. than indicated on Plan, the Contractor shall contact the
# rr'
Design Engineer before proceeding with construction.
4. Overall site area = 32.19 acres. Any coi,dition discovered or existing that would necessitate
a modification of these plans shall be brought to the attention
5. Building layout and dimensions by others. `
� � of the Design Engineer before proceeding with construction.
6. This property is zoned City of Wilmington MF--M, R-15, and RB.
2 NO CONSTRUCTION IS TO 13E GiN BEFORE L OCA TION Of' EXI S T lNG
Setbacks ore as follows: 35' from Public Right-of-Way UTILITIES HAS BEEN DFTERMINED. CALL "NC ONE-CALL" AT LEAST
25' from abutting residential
48 HOURS BEFORE COMMENCING CONSTRUCTION.
30' rear yard r
3. All trees which are not required to be cleared for-
7. Minimum distance between buildings is 16'. constuction shall be preserved wherever possible unless
otherwise directed.
8. 228 dwelling units proposed, or 7.1 units per acre. 4. Contractor shall adjust all manholes, valve and curb boxes to the
480 offstreet porking spaces are delineated, or 2.1 per unit.
final grade upon completion of all construction. Any boxes
• 9. Handicap Romps provided of of/ intersections and as shown. f damaged or otherwise disturbed by the Contractor shall be
repaired at the expense of the Contractor.
10. Street lights and trees to be provided in accordance with 5. The Contractor is responsible for controlling dust and erosion
City of Wilmington standards. during construction at his expense. Parking areas shall be watered
11. Phase lines shown are general in nature. Necessary utilities,
to control dust when ordered byte Engineer.
recreational facilities, and stormwoter structures are to be 6. No geotechnical testing has been performed on site. No warranty
constructed as required. is made for suitability of subgrade, and undercut and any required
12. Buildings are not individually sprinkled. 0/0'm%j� TES.../ IN TIME CITY QF WIL MINGFON WIL MING TON TO WNSHIP of thtPrcont with suitable material shall be tlrc; responsibility
L of thF� contractor.
13, 15 suitable trees per acre are to be preserved or planted 7. Extreme care shall be taken to ensure minimum separations at all
in accordance with City of Wilmington standards, or 535 trees.
i I NORTHieNAROLINA
utility rossioe14, Water and Sewer to be public. Generally, oll Sanitary Sewer lines to be NEW HANO DER COUNTY H
8"'dia. unless otherwise indicated, and all Water Mains to be 8" dia. __ 8. Contractor to ensure that pavement is placed so as to dram
,positively to the parking lot inlets and catch basins. All roof
unless otherwise indicated. All Units to be individually sewered.
drain downspouts to be directed to the paved areas or pond.
Specific location, sizing, and details of utilities construction to be approved
y. C rntroctor is responsible for obtaining all required permits.
by the City Engineer. 10. Tt;rs plan is for site grading, utilities, siting, and drainage only.
15. Parking areas and streets to be lighted in occordonce with
Sea building pions for details on utilities hookups to buildings, etc.
City of Wilmington standards.
SHIP`r"ARD 11LVD.
rn
MORE GENERAL NOTES:
STORM SEWER SYSTEM
1, ALL CONSTRUCTION TO CONFORM TO CiTY OF MLMiNGTON STANDARDS i
APPLICABLE S 1 ATE & LOCAL CODES. LorATI 0 A / MAP PIPE and INLET SUMMARY r TO COORDINATE ANY REQUIRED TRAFFIC CONTROL WITH J V SANITARY SEWER SYSTEM
______________________________'=___=-___.__•_ _____--_--__-______'=__= PIPE and MANHOLE SUMMARYr
2. CONTRACTOR
NCD07 AND CITY OF WILMINGTON. STRUCT TOP INVERT LEI•![;1H DIA SECT: E STpI'�:T TOP 1NvERT
3. CARE SHALL BE TAKEN DURING FINAL GRADING TO ENSURE POSITIVE NOT T SCALE - - - -- - --
# EL EL LF �. n EL EL MH TOP INVERT LENGTH DIA SLOPE MH TG'P INVERT
DRAINAGE AWAY FROM BUILDINGS AND TO RECEIVING STRUCTURES. # EL EC EF % # EL EL
4. CONTRACTOR 1S RESPONSIBLE FOR COORDINATION OF ANY RELOCATIONS,
RE-ALIGNMENTS, DISCONNECTIONS OR CONNECTIONS OF EXISTING TO OUTFACE No. 1
1 --- 30. 10 58 48 0, 'f26.: 2 40. 00 30.25 1 EXISTING 31 , 17 272 8 0,40% 2 41 . 00 32.26
UTILITIES WITH APPLICABLE AUTHORITIES. 2 40. r10 31 . 80 88 48 O.F."97� 3 40.50 32, 05 2 41 . 00 32,26 180 8 0.40"/. 3 40. 00 32.98
,5. CLEARING AND GRUBBING OF SITE TO INCLUDE REMOVAL OF EXISTING 3 40.50 80 37, 10 35 18 0.L % 3A 40.20 37 ,20 3 40. 00 32,98 400 8 0.407 4 41 .90 70 34. 09
CURB ASPHALT INLETS, AND ANY OTHER STRUCTURES INCLUDING TREES, 3A 40,50 32. 05 134 18 0.3J% :34 41 . 70 32.55 4 41 .70 35.69 137 8 0.40% 5 40.90 36.69
24
3 40.50 32, 05 134 36 C` '31,: 4 40. 70 32.SS
STUMPS AND DEBRIS EXISTING ON SITE. TREES NOT REQUIRED TO BE 5 40.70 35.69 137 8 0,40% 6 40,90 36,24
CLEARED FOR CONSTRUCTION SHALL REMAIN UNLESS OTHERWISE DIRECTED. 4 41 . 10 37, 12 143 24 2.36% 8 40. 00 36.60
8 41 , 10 37. 12 43 18 C.30% 8C 41 .40 37,25 7 41 .35 38.21 321 8 0.40% 9 42. 10 39.49
8 41 . 10 36.60 55 24 0,26% 8A 41 .40 36.80 9 42. 10 39. 49 174 8 0.40% 10 42.80 40, 12
6. MINIMUM SEPARA 110N SHALL BE MAINTAINED AS FOLLOWS:
a. HORIZONTAL CLEARANCE OF 10 FEET BETWEEN SANITARY SEWER AND 8A 41 -70 37, 00 240 ]S 0.50% 8B 40.50 38. 00
4 40.70 37. 00 40 12 0.�0% 4A 40.50 37 .20 7 41 .35 36.84 122 8 0.40% 11 41 .60 38,70
WATER MAINS. p WNER-� ®R �, �R Np E L RE L TORS 4 40.70 32.55 147 36 0,.37% 5 41 .?0 33, 10
b. WHERE VERTICAL CLEARANCE IS LESS THAN 18" BETWEEN SANITARY5 41 .30 37-65 42 24 C.31% 5B 41 ,40 37 ,70 6 41 .35 36.84 164 8 0, 41% 12 41 .35 36•84
SA 41 ,40 37.65 342 18 G.31% 5B 42. 40 38.70 12 41 ,35 36,84 64 8 0. 41% 13 41 ,72 37, 10
SEWER AND WATER OR WHERE SEWER LiNE CROSSES ABOVE WATER
MAIN, BOTH PIPES SHALL BE DUCTILE IRON PIPE FOR A MINIMUM 5 41 41 ,50
50 34 ,60 85 90 36 9,20% 6 41 .50 34 .85 13 41 ,72 37. 106 64 8 0,40% 14 41 ,90 38.36
OF 10' EITHER C OF CROSSING. 7200S ONE, N 1E DRIVE SUITE 211 7 41 41 ,80
80 3535.20
20 130 24 n.3?% 7B 42.50 35.30 20 14 41 .90 37.36 300 8 0.40% 15 43, 15 38.56
c;. WifERE VERTICAL CLEARANCE IS LESS THAN 12 BETWEEN SANITARY
' 16 42,50 38,30 145 8 0.407 17 43. 00 38.88
SEWER AND STORM DRAIN, SANITARY SEWER SHALL BE DUCTILE IRON
(919)-tq46-7300
T❑ OUTFACE No.9r
PiPE FOR A MINIMUM OF 10' EITHER SIDE OF CROSSING. RALEIGH. NC
276'
9 -50 31 , 40 ]10 42 Il, 32% 10 40.50 31 .75
d. WHERE VERTTCAL CLEARANCE IS LESS THAN 12" BETWEEN WATER 10 40. 00 31 , 75 252 42 0,2?% 11 40, 00 37.43
00 18 43.20 34.21 239 8 0,40% 19 EXIST ING 33.25
MAIN AND STORM DRAIN, WATER MAiN SHALL BE DUCTILE IRON i 1 1 40, 00 36.85 52 12 G.e'.9/. t 1 A 4 0. 00 37 . 00
11 40. 00 32, 43 190 4c^ 0. 30% 12 40.60 33. 00 20 41 .80 36. 09 125 8 0.40% 21 41 ,80 35.53
PiPE FOR A MINIMUM OF 10' EITHER SiDE OF CROSSING.
12 40.60 34.59 44 18 i ,c:17 12D 41 , 00 35. 15 21 41 .80 35.53 149 8 0.40% 23 41 .20 36. 16
4 2 1
7. SEE DETAIL SHEET 8 & 9 OF 9 FOR TYPICAL UTILITIES HOOKUPS. 1 0 0,31% B 41 . 00 37 .50 23 41 .20 36, 13 140 8 0.40% 24 41 .70 36,69
1 40.600 37. 40 37 18 12
37.50 1 31%]8 ) 12A 41 .80 38. 07
24 41 .70 36.69 ]52 8 0,40% 25 42.60 37.30
8. ALL SANITARY SEWER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
12B 41 ,80 38. 07 143 18 0.10% 12C 42.20 38.50 25 42,60 37.30 157 8 0.40% 26 42.70 37.93
9. ALL WATER MAINS TO BE 8" UNLESS OTHERWISE INDICATED.
10. TWO VALVES ARE REQUIRED AT "T" INTERSECTIONS AND ONE VALVE ON 12 40,60 33. 00 142 36 �. ': 3 0
";�: 23 41 .20 36. 13 165 8 0.40% 27 40.80 36,79
13 41 . 00 37,30 146 24 0 14 41 ,50 38. 00
THE WATER LINE TO FIRE HYDRANTS. INDEX TO OZAWINGS 14 41 . 0 38. 00 35 18 0.31Z 14A 41 . 0 38, 10 27 40.80 36.79 128 8 0,40% 28 41 .30 37,55
14A 41 .90 38. 10 180 18 Q.3i% l4B 42,40 38,65
11. A BLOW-OFF VALVE IS REQUIRED AT THE TERMINUS OF ALL "DEAD END" _
WATER LINES. SHEET No. DESCRIPTION TM
14 41 ,50 38, 00 125 18 930% 15 1 ,50 38.38 27 40.80 36,79 234 8 0.40% 29 42. 00 37,98
DRANG No. 13 41 . 00 38. 00 52 12 0 39% 13A 41 . 00 38.20
-._. 13 41 , 00 37.30 137 24 0,51% 16 41 .40 38. 00 21 41 .80 35.53 216 8 0.40% 22 42.70 34.67
1 OF 9 COVER SHEET 4282-1A 16 41 .40 38.50 34 18 0.5.3% 16A 42, 00 38.70
2 OF 9 SiTE, GRADING AND U11L117ES ''LAN 4282-2A 16A 42. 00 38.70 270 18 0,3ii% 16B 42.50 39,50
! 7 41 .35 38.21 356 8 0.40% 27 40.80 36.79
r
3 OF 9 SITE, GRADING AND UTIL177ES:1AN 4282-3A '•'- t
'; .,. , D
4 OF 9 UTILITIES PROFILES 4282-28 ECEIVE
OF
LEGEND 5 9 UnLiTIES PROFILES 4282-36
ae:r, 4g
%y1� il.a ;�;.s`a� AG 3� >a ' % r'
6 OF 9 U TILT TIES PROFlLES 4282-4B _ ' d S E P 171996
7 OF 9 EROSION and SEDIMENT CONTRr_L & WATER QUALITY 4282-4A OGT
' HANDICAP RAMP `>714H-14 14 PROP.STORM MANHOLE 8 OF 9 STANDARD DETAILS 4282-5
He D E
9 OF 9 STANDARD DETAILS _ 4282-6 {
HANDICAP PARKING SPACE ® F4� DROP INLET
SSMH-1 � PROP.SANITARY MANHOLE -_ COVER SHEET �AlC�,A `J A-CG A1 �, ��,�)"S Date:
PROPOSED SANITARY T]� n ]�j]� j,� ]� /^� j,� GRANDE
lF_�... iM E �' D 1 Y l�.L�•__. Scale:
20-96
SEWER & MANHOLE ❑ IRON /N EXIST. CONC. MONUMENT LOCATED iN THE CITY OF MLMINGTON KILMINGTON TOWNSHIP AS SHOWN
�® --- EXISTING SANITARY
SEWER & MANHOLE E.I.P. EXIST. IRON PIPE NEW HANOVER COUNTY NORTH CA OLINA Drawn:
.�- PROPOSED WATERLINE w WATER METER SERVICE CONNEC77ON DSH
& HYDRANT ASSMBLY
- - - EXHYDR T AS WATERLINE BENCHMARK LOCA TIONS AND ELEVATIONS '
``��,��t��r�n,,,,� Checked:-^
•Ro OWNER: DRUCKER & FALK, REAL TORS DSH
E.C.M. EXIST CONCRETE MONUMENT LOCATION: ELEVATION �`� CA ��� - - --
����4�••'�ssi•• ll ', 7200 S TONEHENGt DRIVE SUITE �-11
r 4 RALEIGH, NC 27613, (919)--846-- 7300 Project Na:
-mot SEWER CATCH 1 TOP OF E.C.M, AT INTERSEC110N OF CL ___ -__ ___� �l �.
PROPOSED STORM
GATE VALVE BUCKNER AND PETTIGREW DRIVES 41.33 _ SEAL _ 4282-1A
BASIN - -
Q REDUCER - - -- 2OOQ7 -- -
0 �---.
HANOVER DESIGN SERVICES, P.A. � Sheet No
__ -��,�fr• �H,``�`� LAND .SURVEYORS, EN61NEERS & LAND PLANNERS
1 REVISED AS PER NHC, -' _ WIL WALNUT STREET
DEM AND CITY ENGINEERING COMMENTS 9-17-:iv -�- WIIMINGTON, N.C., 28401 y
REV. NO. REVISIONS - DATE I �� • PHONE: [phone]
O