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SITE DATA TABLE i \' ; 1 N ��� ,v / ^� ^ . \ 47:� / / \\\\ \�\ \^� \\\��\\\\\\ ��'; / �� \ > O
PID. R06117-011-016-000 ` 1\''. , 1 \ oP
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M APID: 313613.03.6649.000 \, \ Q°�h� F '•-• /' r \ 1 f \\\ \ \\\\\ \\�\\\ �A, /� \ / /:�
ADDRESS: 2545 CROQUET DRIVE \ ';'\ , \ \ ^ o�o� o ^� , ' \\ \\ ���\\\\\ \\ �� / _ J� ✓c. \ \ CV
OWNER: DRY PONDS PARTNERS LLC tt, , ° L %� % \ , \ '' \
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AREA: 4.94 ACRES (PH2) \ \ \ h V \ �• _ _ \ \� \\ \ \\\
26.23 ACRES (PH1) 1\\\\\
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WETLANDS: NONE EXIST ON SITE ' \ 4 1 2 O0 / �0'/ / �' •
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ENDANGERED SPECIES HABITAT: NONE REPORTED 7A--\■• _ %','ram�,,�" 2�c\ \�\�` \ P\8 \- P�' \\/ \\• `,\ \\\ 1\ `\\� \ r / \ m Z z X U'
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FLOOD ZONE: THE PREMISES SURVEYED IS NOT WITHIN A FLOOD HAZARD 4., , �'� \� X0,2 c \ \� C'A \\ �\ �> >,; \ ti
AREA (ZONE "X" ACCORDING TO THE FLOOD INSURANCE ° v \ �.1 / \ \ \\
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COUNTY (COMMUNITY PANEL NO. 370171 3136 K, / \ \\\ \ M1a \*"m"� E19 * \ \ ` _
EFFECTIVE DATE AUGUST 28, 2018). �' \ ; ,,...-7
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TREE SCHEDULE TREE SCHEDULE TREE SCHEDULE TREE SCHEDULE TREE SCHEDULE TREE SCHEDULE TREE SCHEDULE sS .6� .\6� XQ\� ^� / .\.,/ �' \
Point Description 276 18" PINE, 358 24" PINE, I 491 9" TWIN OAKS, 715 I 13" OAK Point Description Point Description / T'- + / ?��� / / \
173 30" OAK, 277 24" OAK, 359 24" OAK, 492 11" OAK, 758 8" MAPLE 797 10" OAK Sad 6� XR\`` \�' `° / /
174 10" OAK, 278 20" OAK, 360 28" PINE, 493 14" OAK, 716 113' OAK y �' �L �� / / \
717 8-12' OAK 759 11" OAK 798 12" OAK ° �4��� \S ay ate\ �O7 1 / / \
175 24" PINE, 279 12" OAK, 361 16" TWIN PINES, 494 19" PINE, 718 8-12" OAK 760 5'' MAGNOLIA 799 10" MAPLE 7p�` � �\, l ° �® ��� y \' `� � cam^ //- -- -- ,/ \ \\
176 12" OAK, 280 10" OAK, 362 27" PINE, 49a 8 PINE, 719 8' OAK 761 8" CHERRY 800 12" MAPLE \ \ �\ �i,,S s /F#'4. o /
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762 8" OAK 801 8" MAPLE \ �\ 9 p '.' °. 9 h `s ' /
177 24" PINE, 326 13" OAK, 363 15" PINE, 496 14 PINE, 720 8" OAK \, ` ' ' " Q
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178 12" PINE, 327 15" PINE, 364 28" PINE, 491----7' PINE, 721 12" OAK 763 14" PINE 802 26" OAK \ \ ems, \\sS �� 6\ y � T `� �° �� �,, CP :ANAGEMENTc_
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722 24' PINE r, \ / Q� o J. o' �, \ �? _ ' / / \ \ \179 12" PINE, 328 18" OAK, 365 30" PINE, 498 12" OAK, 764 15" OAK 803 12" MAPLE \ \ j \ 0 0 �. ' /180 24" PINE, 329 20" OAK, 366 15" OAK, 4999 TWIN OAKS, 723 30" OAK 765 24" PINE 804 14" TWIN MAPLE \ \\` 2>;y \r\ ' �• �' �' / / -°�� / \ Licence#C 3641
181 24" PINE, 330 15" OAK, 367 15" OAK, 50016 OAK, 766 26" PINE 805 ' 8 OAK \ '� ' S'• '228 14" OAK 331 5 OAK, 368 14" PINE, 501_ 17 OAK, 724 8-12' OAK 767 8" OAK 806 8T OAK \ • / ' ;� .4 . ° %� TREE REMOVAL TABLE
725 14' OAK �, i o° ^ _ 20055
229 16" OAK, 332 13" PINE, 369 9" OAK, 502 18" PINE, 726 14' OAK 768 26" OAK 807 8 OAK \. �, ���, ,��cF �f e�� y' REGULATED PINES REGULATED OAKS REGULATED GUI,a REGULATED MAGN REGULATED CHERRY REGULATED MAPLE
230 14" OAK, 333 12" OAK, 370 11" OAK, 503 22" PINE, 727 8-10-14" OAK 769 8" OAK 808 15 OAK \ P » » " " "231 12" 13" TWIN PINES, 334 13" PINE, 371 12" OAK, 566 18' OAK, 728 12-14" OAK 770 16" OAK 8D9 13 OAK v w. Vie° ,� 12 (15) 8 (15) TWIN 5 12 (1j 4 (2) 11 (1) 8 (,3) DES. JST
248 27" PINE, 335 1R" OAK, _ 471 14" OAK, 56'7 18" PINE, 1 771 30" PINE810 17 PINE ,� ��� \ �. \ ? \ "729 12 14" OAK ,,\• 13 (8) 9 (4) 5" (1) APP 10" (1) CKD. JPN
249 11" OAK, 336 11 11 13 13" OAK, 472 12" OAK, 568 24" PINE, " 772 8 9-10" OAK CLUSTER 811 26" PINE / s h' ` ,t-'730 2, PINE \ / sae, i9 a x P » » � "®252 1?" OAK, 337 13" PINE, 473 13° OAK, 569 13 PINE, 773 8" OAK 812 24 MAPLE CLUSTER �,� / y �o\ o Ix 14 (4) 10 (11) 6 (2} O 12" (3) DRWN. NKS
731 10" OAK F �6 I ,Q .• �, e �. a�� _ » ( ) ( ) �IR� TWIN 14" (1)253 23" PINE, 338 12" PINE, 474 12" OAK, 57014 PINE, 732 8° OAK 774 8" OAK B13 14" OAK • P. ;_ x_• 15 5 11 9 ROCINA254 19 PINE, 339 13" PINE, 475 9 OAK, 571 8" 7" 6 OAK, 775 8 OAK 814 10„ OAK '^ ^)� p+ A » »733 24' OAK �� F fro16 (2) 12 (18) �IMISSr TRIPLE 14 15 9 (1) DATE 10/25/21255 23" PINE, 340 9" OAK, 476 10" OAK, 572 16" OAK, TREE SCHEDULE 734 22' OAK 776 14" OAK _ 81 •5 12 MAPLE o`�P\�o ` s 17" (3) 13" (8) , ®N
256 13" PINE, 341 10" OAK, 477 18" OAK, 573 22" PINE, - - 735 24" PINE 777 12" OAK 816 12" OAK �,�° ��Sa" sr _ �` 14" �c3 t� � It
609 ' 16 PINE 0 -�:' e �' �y 111
257 8" OAK, 342 12" PINE, 478 16" OAK, 574 23 PINE, ,` 736 24" PINE 778 14" OAK 817 8" OAK ''6 ° 18" (14) (9) J-)
610 0 OAK12" 8 m '� » 15" V ��258 18" PINE, 343 12 PINE, 479 20" PINE, 575 19" PINE, 779 OAK 818 26" PINE ,� � 19 (4) 10 l •
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611 10 OAK 748 18" PINE ( )
259 20" DAK, 344 8" TWIN OAKS, 480 16" OAK, 576 18' PINE, " I 780 30" OAK 819 30" OAKs'/ ,"`_ ' '? >a"" ��, • �� -
„ 612 1 12 PINE, 749 18° OAK /�`/ 20 (1) 16 (6) p O•.�260 21" PINE, 345 12 PINE, 481 12" OAK, 577 17° PINE, 750 18" PINE 781 10" CHERRY 820 24 MAPLE / Q s 21" (1) 17" (2) C • v
261 17" PINE, 346 12" PINE, 482 13" PINE, 578 12" PINE, I 613 4 TWIN MAGNOLIA 782 32" OAK 821 12" OAK ~
614 ! 12 PINE, 751 18" PINE G\ SEAL r;
262 13" PINE, 347 12" PINE, 483 13" OAK, 579 14" PINE, f 752 18' PINE 783 15" OAK - 822 13" OAK o1 ,- 22" (3) 18" (7) �o(ac,i�1
615 , 15 PINE, p� » 21°31d. 030869
263 15" PINE, 348 8" OAK, 484 12" OAK, 580 18" OAK, 784 8' OAK 823 16 OAK „ M� _= 8 23 (3) 19 (1) 8Y. '
616 12' OAK, 753 8" OAK • ^_ • ZJ`-
264 15" PINE, 349 18" PINE, 485 12" 15" TWIN OAK, 581 18" PINE, 754 8' OAK 785 8" OAK 824 30" OAK o\ �/; ^� TWIN 16" (1) 20" (3) •b c�, ��•��'• Ai � � •
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617 11 OAK , o S • •' •. G I NE • .
265 14" OAK, 350 8" OAK, 486 17" OAK, 582 18 PINE, j 639 "':" OAK, 755 18" PINE 786 14" OAK 855 26 PINE �p » » i v •..••�..•• P ��
(,-A, 12 13 TWIN (1) 22 (2)
266 15" OAK, 351 13" PINE, 487 12" PINE, 58 9 PINE, + 756 26' OAK 787 12" OAK 856 26" PINE �p " �i��S(�N (',,���
352 8" OAK, 488 22" PINE, 584 18" PINE, —� 64G 5A MAGNOLIA 788 18" OAK 857 16" PINE TWIN 8 (2) SIGNIFICANT TREE REMOVAL TABLE �������������
267 9" OAK, 64i 4 MAGNOLIA ITWIN 9" 2
8 1 E 353 15" OAK 489 8" TWIN OAKS, 585 18" PINE, - 789 10" OAK :8655098
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26 2 PN , 586 13" PINE, 790 33" PINE 18" OAK TWIN 15" (1) SIGNIFICANT PINES SIGNIFICANT OAKS SIGNIFICANT MAPLES SIGNIFICANT MAGNOLIAS269 12" PINE, 354 24" PINE, 490 19" OAK,270 12" PINE, 355 6" MAGNOLIA, 587 13" OAK, 791 10" OAK 18" OAK / 12" » 24" 24"
10" / TWIN 8 (1) (8) (5) 12"
271 OAK, 356 12" PINE, 588 15" PINE, 792 12" PINE 861 18" OAK �� = 24" (1) TWIN 4 (1)
272 11" OAK, 357 5" 12" TWIN GUM, 589 18' OAK, 793 8" MAPLE C 862 22" OAK SCALE: 1 40 TWIN 12" 15" (1) 26" (4) 26 (2) CLUSTER 24" (1)
273 10" OAK, 794 14" OAK 863 15 -MN OAKS TWIN 14" 12" (1) 27" (3) 30" (2)
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274 15" OAK, 1.
795 4" MAGNOLIA 864 15" OAK TRIPLE 8" 7" 6" (1) 28' (2) 32" (1)
275 11" OAK, 796 6" MAGNOLIA 865 11" CHERRY 0 40 80 120 »
TRIPLE 12" 12" 8 (1) 33 (1)

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PERMIT DET LS /( • �+ !� ` {� 7� �*Q/ {t 1 t �i j ,{ t t 1 k '.' :).! F 17! [, S 42`2� A. .,W„..1/9 .68 1' . 1 `I-TOTAL DRAINAGE AREA: 1,698,840 SF 39 AC4 m _ o
�p'�4 /4mm 11 CI iF 3i' 1+ t` © \� A �� oL` �-1
84 t S _.*--#.,--4►--'#.. 6 9► W s 'p reAlli g,. • • 3'-42,28' I r;I ;
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TOTAL IMPERVIOUS: 1,289,965 SF 29.61 AC _ /, {
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.__.,. .r. S ._ 4. r, •tT*. 'to`S Tr'"T;1?'`t';'i:'f`f"t'' 't••. r.r Ss '#I. :. P,t {h,.rs-r.;+4 '' ,r•.._,._....._.. ry '�vr..- ./^'.
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N 2 IMP IN PERMIT. 702 000 SF ..�•
PHASE I AND s�k, . 4 ,, ,i, ' i ,;a�: t :3 jta // rb aorsrc.�an me aft .--�-�--'• - _ - -
T 1 . 109,770 SF 't; / /'.',,, JO �,
011$ ,--,
OUT PARCEL#1(LO ) � __� ___ __.__ _r
OUT PARCEL#2 LOT 2\: 127,195 SF /� �yA
;, r � , a 1..1:1 LONGSTREET I r�s f
- `� FJ�EUA 1 4 ifr ti.ttt44�+:.' -�.:��f l!~ --^ 1ii;t,• ,;t- I, D i. ,, „% x ,r^
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FUTURE: 351,000 SF n F tt+s# -�•, `�:� 'i� i ��, . .J i ' ,
it .. {. �. v 2 y,, _ ._:; �- .�,, E LOT 1 , ; I _ _
PLACE r~
-i•, �j}r•.,.._ J) li ry : i�:; -7,... -_ �r t...'.t['` ...i / S�'(y (e, f 1 ` '1'
N LLC i [), .. ,✓ _"'_t; +Ts , t, , =-'__. :' ..: r. , ,,,.. � _,,`.-•I,•i,,•/-. 1;.�S• .w..____.r3 .;tt I f� • 'ttHAVE THE SAME OWNER IN 2009. BRUCE B. CAMERON, IG WILMINGTO �ns], _ jNOTE. ALL AREAS1 :'1 ) = _ ,./ SiF.t -,A-Y s,,; i ■ I • 52 355 SF . ~ I __t� - ��.s' f I 1 7 iI
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PHASE 2 _ - C i2021 PERMIT REVISIONS ADD BARCLAY S j �+7 �dit �_ _ _ _ -~ _ �
I:4 ,..-- x ,.... ,-,_
+ r; !. t7 ,74 tctt.r,i t 5 i t Sr-t,. i;s:
* PHASE 2 OF ORIGINAL PERMIT WAS NOT CONSTRUCTED �+�*+ •`;= �fr� I4 +++s+ XQ T
rn
* LAND HAS BEEN SUBDIVIDED INTO 5 LOTS,WITH TWO SEPARATE OWNERS- I I0 EXISTING PHASE 1 AND NEW PHASE 2: 31.17 AC TOTAL AREA OWNER: BRUCE B. CAMERON,TRUSTEE M v 7O P f% j 1 ,,,, ✓ `,
j :ail i '', `TEMPORAf Y STONE 1
..
* LOT 1: 3.14 AC-TOTAL AREA- OWNER: DRY POND PARTNERS, LLC co 1 L I rY r.
Is�_is i FILTER ,AT OUTLET i� + r
* LOT2: 3.56 AC-TOTAL AREA- OWNER: DRY POND PARTNERS, LLC ri 0 co. - i
n I j• si '�L '+�i j 1
I ,1 III EXISTING 30' -- . __ i it
* LONGSTREET LOT 1: 1.20 AC-TOTAL AREA- OWNER: DRY POND PARTNERS, LLC 1 [[ w,
°�i 1 DRAINAGE EASEMENT EXISTING OFFSITE STORMWATER CONVEYANCE CHANNEL F== , .1
- _. -lt"". _ 77 _ .- 7.�., a��,.t•�.'., � �'r«� s.e_. -- �1
.._ -. .... ....,. ,-- ...< ,., _,Tx�rx._-_�-ez..lsc, a-, cox-,`._-.... - S=-"CT"i••r-r-7• !T �_.�.__.........,,. �.[. f r,;°a. '.naeerry'.. .:. .,.. _.. .... .,.. _ ,. ,.; '. 10.1...r,-_ . R-�.,M.. -c,�- .M r-------. 117.49
__ s.76
23 W 201.26
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MODIFICATION TO SW8 960820 AUGUST 2021 1 + » f , .E'FES . ����
1 _
+ I 1 1`!,t,l + I
kw. 7'+ + I N 42 32'27"E 5559.51 t:
PHASE 1AND2IMP IN PERMIT: 1,014,419 SF , I i Inv. 37,99 t I tr,i I I ?Ci+ 1 I I 1
NEW ASPHALT,C&G: 81,254 SF .. I + - I
fj inl► 1 Licence #(: 3641
j PINE VALLEYS ` II �1 zll PINE VALLEY SEC_ II j 1
oil + ( ► I 20055
NEW SIDEWALK: 19,613 SF i MA,P BOOK 8 PAGE 1 �, i i+ eft MAP BOOK B PAGE 91 1 NEW BUILDINGS: 51,067 SF
EXISTING IMP TO REMAIN: 401,019 SF I + LOT 609 LOT 810 LOT 611 LOT 612 LOT 613
zit i I I I
t I LOT 614 LOT 615 LOT 616 I LOT 617 LOT 618 LOT 619 + LOT 620 LOT 621 �ii 1 1 y / 1 DES. JST
1 c i+ all + CKD. JPN
FUTURE IN PERMIT: 461,466 SFI m C i 1 c Did LOT 623 1 I l DRWN. NKS
I n i If t ; LOT 622 I
OFFSITE LOT 1: 109,770 SF UNCHANGED FROM PREVIOUS PERMIT 1 1 ,
1 1 '3 It
!I
DATE 10/25/21
OFFSITE LOT 2: 123,892 SF 80% ALLOTTED L i 1 •fr 1 i+
1 _ �.! 41 a* --=----------
OFFSITE LONGSTREET LOT 1: 41,$84 SF 80% ALLOTTED Z —` _--_---J `,
NEW OFFSITE PERMIT FOR LOT 2 -ADDITION OF PHASE 2 NEW OFFSITE PERMIT FOR LOT 1 -ADDITION OF PHASE 2 NEW OFFSITE PERMIT FOR LONGSTREET LOT1 -ADDITION OF PHASE 2 ll RIVE t7 ? ° ��
7'7 f
L
TOTAL AREA: 154865 SF 3.56 AC TOTAL AREA: 136983 SF 3.14 AC TOTAL AREA: 52355 SF 1.20 AC ----_____—________- , „o_ L r�
.?, s •30869 •
EXISTING IMPERVIOUS WITHIN LOT: 5405 SF EXISTING IMPERVIOUS WITHIN LOT: 7405 SF EXISTING IMPERVIOUS WITHIN LOT: 0 SF *NOTE: i ,'•N���rQ •—T` �.
EXISTING IMPERVIOUS BEING REMOVED: 0 SF EXISTING IMPERVIOUS BEING REMOVED: 0 SF EXISTING IMPERVIOUS BEING REMOVED: 0 SF LONGSTREET LOT 1 IS WITHIN THE POND DA AND ��• f/•••�'G::��'••P,•-$
REMAINING IMPERVIOUS: 5405 SF REMAINING IMPERVIOUS: 7405 SF REMAINING IMPERVIOUS: 0 SF HAS BUA ALLOCATION. HOWEVER, THE CONVEYENCE BY - - ""� '" , ON��,`���
TO THE POND HAS NOT BEEN DESIGNED.
NEW IMPERVIOUS TOTAL: 123,892 SF -Total Allotted BUA NEW IMPERVIOUS TOTAL: 109,770 SF -Total Allotted BUA NEW IMPERVIOUS TOTAL: 41,884 SF -Total Allotted BUA CON VEYENCES TO THE SW POND MUST BE
ASPHALT, C&G: 7,355 SF ASPHALT, C&G: 0 SF ASPHALT,C&G: o 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
FUTURE: 110,722 SF FUTURE: 102,365 SF FUTURE: 41,884 SF D A • 1

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SITE DATA TABLE
< ,, TYPE 3
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
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
MAX. LOT COVERAGE: 30% < / <'� BLDG #J
LOT COVERAGE PROPOSED: 23.0% PE 3 Y ' T '
MAX. BUILDING HEIGHT: 96' ABOVE 35' REQUIRES ADDITIONAL
SIDE AND REAR YARD. FFE =43.0
BUILDING HEIGHT PROPOSED: SEE CHART \ \
BUILDING SEPARATION: 16' MIN. O >
BUILDING SEPARATION PROPOSED: SEE PLAN
CAMA LAND USE: URBAN V j
BUILDING SETBACKS REQUIRED FOR DEVELOPMENT
MINIMUM FRONT SETBACK: 35' \ V A\
MINIMUM REAR SETBACK: 25'
MINIMUM INTERIOR SIDE SETBACK: 20' MIN. + 8'=28' MIN.
OPEN SPACE REQUIRED:
35% OF TRACT AREA MINUS POND AREA (31.17xO.35=10.91 AC REQUIRED) PROJECT Area: 270,943 SF ( Equal to Limits of Disturbance) j
(PH1 & PH2 COMBINED) SEE LAYOUT SHEET j
HALF ACTIVE/PASSIVE RECREATION 6.22 AC \ '
HALF ACTIVE/PASSIVE RECREATION/OPEN SPACE
IMPERVIOUS AREAS
REQUIRED: MIN. 50% (5.45 AC) PASSIVE
MIN. 50% (5.45 AC) ACTIVE
PROVIDED: 5.65 AC PASSIVE NEW PHASE 2ON-SITE EXISTING IMPERVIOUS TOTAL ON PHASE 2 LIMITS: 1035 SF
7.34 AC ACTIVE BUILDINGS: 5i,067 SF V �1v
(SEE PLAN SHEET CIA FOR PH1 OPEN SPACE)
ASPHALT, CONCRETE, C&& 79,432 SF STING IMP TO BE REMOVED FROM PHASE 2 LIMITS: 1035 SF BLDG #6
PARKING REQUIREMENT: SIDEWALK: 15,298 SF \ \
TYPE 3
RESIDENTIAL: 2.5 SPACES PER UNIT MAX. EXISTING IMPERVIOUS TO REMAIN: 0 SIF \ `
1.5 SPACE PER UNIT MIN. (1 BR) TOTAL: 145,797 SF ��� \ \ \ \ \ FF F E =43. 0
2.0 SPACES PER UNIT MIN. (2 BR) K
2.25 SPACES PER UNIT MIN. (3+ BR)
BICYCLE PARKING: 5 BICYCLE PARKING FOR THE FIRST 25 CAR PHASE 1(DUE TO PHASE 2ADDITION) EXISTING IMPERVIOUS TOTAL IN PHASE 1: 402,199 SIF
PARKING SPACES. EACH ADDITIONAL ONE HUNDRED
(100) AUTOMOBILE PARKING SPACES ABOVE THE SIDEWALK 4315 SF
TWENTY-FIVE (25) MINIMUM SHALL REQUIRE ASPHALT, CONCRETE, C&G 1822 SF ING IMPERVIOUS TO BE REMOVED FROM PHASE 1: 1180 SF
G AN ADDITIONAL FIVE 5
PROVISIONS FOR PARKIN O -- /
BICYCLES UP TO A BICYCLE PARKING SYSTEM THAT TOTAL: 6,137 SF NET CHANGE IN PHASE 1: 4957 SF
f CAN ACCOMMODATE A MAXIMUM OF TWENTY (20)
NEW TOTAL PHASE 1: 407,156 SF /
BICYCLES.
COMBINED PHASE 1 AND PHASE 2
BICYCLE PARKING REQUIRED: 10 SPACES EXISTING IMP 403.234 SF
BICYCLE PARKING PROVED: 15 SPACES EXISTING T 0 BE REMOVED: 2215 SF j/ / \ j \ /\' \ BLDG #7
EXISTING TOREAMAIN: 401,019SF ; TYPE 3
40 1 BR 01.5 SPACES/UNIT = 60 SPACES / /
0 56 2 BR ® 2.0 SPACES/UNIT = 112 SPACES \
NEW IMP: \` \
MINIMUM PARKING REQUIRED: 172 SPACES -
PARKING SPACES PROVIDED ON PLAN: 172 SPACES BUILDINGS 51.067 SF FFE-43.0
c ASPHALT C&G: 81,254 SF
HC SPACES REQUIRED: 6 PROVIDED: 6 SIDEWALK 19,613 SF \ j \ `� ' '
LANDSCAPING: REFER TO LANDSCAPING PLANS 151,934 SF '
TRIP GENERATION: ITE 220
INTERIOR LANDSCAPING: 20% SHADING
FOUNDATION PLANTINGS: FACE OF BUILDING X 12% TOTAL DAILY TRIPS: 685
T TYPE 1: FRONT=(160-20)(38)(.12)=638 SF MIN. \
REAR=(160-10)(38)(.12)=684 SF MIN. AM IN: 11
SIDE=(83)(38)(.12)=378 SF MIN. NEW LOT2 (DUE TO PHASE 2 ADDITION) EXISTING IMPERVIOUS TOTAL IN LOT 2: 5405 SF AM OUT: 35
TYPE 2: FRONT=(160-20)(49)(.12)=823 SF MIN. SIDEWALK 410 SF AM TOTAL: 46 j\
REAR= 160-10 49 12 =882 SF MIN.
o ( )( )( ) ASPHALT, CONCRETE, C&G 7,355 SF ;ISTING IMPERVIOUS TO BE REMOVED FROM LOT 2: 0 5F �\
o SIDE=(83)(49)(.12)=488 SF MIN. PM OUT: 2PM IN: 6 v
TYPE 3: FRONT=(71-12)(26)(.12)=184 SF MIN. TOTAL: 7,765 SF NET CHANGE IN LOT 2: 0 SF PM TOTAL: 57
j \
REAR=(71-12)(26)(.12)=184 SF MIN. - \ \
SIDE=(46)(26)(.12)=143 SF MIN.
TOTAL NEW IMPERVIOUS: 159,699 SF \
JEASH SERVICE: DUMPSTER
o DISTURBED AREA LIMITS: 6.22 ACt PERCENT IMPERVIOUS OF PROJECT AREA: 591/. EXISTING IMPERVIOUS TOTAL IN LOT l: 7405 SF
i WATER/SEWER DEMANDS:
V1-BR MF UNITS: 40 ® 240 GPD = 9,600 GPD ;ISTING IMPERVIOUS TO BE REMOVED FROM LOT 1: 0 SF
2-BR MF UNITS: 40 O 360 GPD = 14,400 GPD
2-BR TOWNHOMES: 16 ® 360 GPD = 5,760 GPD
o TOTAL = 29,760 GPD NETCHANGEINLOTI: 0SF
BUILDING DATA
XI
CONSTRUCTION
BUILDING # OF BUILDINGS FOOTPRINT (SF) UNITS 1 BR/UNIT 2 BR/UNIT STORIES TYPE HEIGHT NEW IMPERVIOUS AREA WITHIN PH1 NEW IMPERVIOUS AREA WITHIN LOT 2
BUILDING TYPE 1 2 10 517 21 034 24 48 24 24 3 VB 38'-4"f ASPHALT/CONC./C&G: 1,822 SF ASPHALT/CONC. /C&G: 7,355 SF
BUILDING TYPE 2 1 11,169 32 16 16 4 1 VA 49'f SIDEWALK: 4,315 SF SIDEWALK: 410 SF
0 16 2 VB 26'_2"t EXIST. IMP. REMOVED: 1,180 SF TOTAL: 7,765 SF
BUILDING TYPE 3 4 4 330 17 320 4 16 NET CHANGE: (+)4,957 SF
TOTAL 1 7 49,523 96 40 56
\(,3
NOTE:
THERE ARE NO SURFACE WATERS, WETLANDS,
REGULATORY FLOOD ZONES, PROTECTED VEGETATED
SETBACKS, OR PROTECTED RIPARIAN BUFFERS ON -SITE.
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35 PROPOSED CONTOUR
---+r---�s-�x----- TEMPORARY SILT FENCE
r N
SD So w - PROPOSED STORMDRAIN PIPE
8W PROPOSED WATERLINE
- SS PROPOSED SANITARY SEWER +�
x
1 3 PROPOSED SPOT ELEVATION FLOW LINE `� r
--{� PROPOSED SPOT ELEVATION TOP OF CURB
� " c
-41.85 PROPOSED SPOT ELEVATION FINISH GRADE Z M
FLARED END SECTION WITH r
RIP -RAP ENERGY DISSIPATOR
zw
® DROP INLET WITH INLET PROTECTION (DI) ® - Z
�'�
CURB INLET WITH INLET PROTECTION (CI) � � .w
® JUNCTION BOX WITH INLET PROTECTION (JB)
PROPOSED FIRE HYDRANT
- - -- - 49 - - - - - - EXISTING CONTOUR
13"PINE EXISTING TREE TO BE SAVED
13"PINE EXISTING TREE TO BE REMOVED
PROPOSED FENCE Licence #C-3611
TIP __ TIP __7p___'w__TP__'w_- TREE PROTECTION FENCING
20055
ASPHALT
DES. JST
.I
f , CONCRETE CKD. JPN
DRWN. NKS
INTERIOR/FOUNDATION,v; _ ______-•,__.,__
LANDSCAPING DATE 10/25/21
Ili 0# b
40
;•s S E A L 'P =
• 030869
•
/ / ♦,,,� �0
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SCALE: 1" = 30'
0 30 60 90

Gs
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e J \� J� M \ ` d� � ✓ v v c �i // \ z
,! NOTE: \`v T \ .� \ \ \ \ \� \ a
\ ALL AREAS OUTSIDE BUILDING FOOTPRINTS IS \\� \ A b �\ \
�. CT CONSIDERED COMMON AREA. a ` \\\ ' \\ \ \ Q \\
\ ALL COMMON AREAS ARE DRAINAGE EASEMENTS. C\� I x \ P Ta \ *; \ \ \\� k\\ \ \ \ ,\ \ 0
/ \ VA V A �io-
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1 �a'�'TRANS N �\ ��' P �\ \ w z D z
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"xQN�00%, ��O Q\ CURB \t- 1.s 41/55 1.s 1.2.2 -\\\\ \ r \°\ - O�� �GG� \ �j/ui
' \Sato Q 12-226 2 aM� V I 17 \'\ \ \\\\ \ OQ JQ� P �� �� \) J W
F 00 T=41.5 \ CI f-12A 41.5 \ \ -`� \" \ /� Q� Q�P���,F/ `�\\ m z U) W
x �P o _ , t ? T= 41. 1 z `� \ O 5F' -\ Q
�i 1=35.38 ,'1' 7 v .v P \\ 2 Q Z
41.7� I=37.9`J 1:7 ^ '.\\ \ J
i JB '2-20A \ 1.s �� I 4 �� h I 1: - - �" \� vA vv VA \ �� F. �V 0\ � W I Q
CON ST. Cl 2-22A h� ,�� 41s FLUME , `�' - �� / \ \ \ \��
T=GRADE(42.5f)x F ' ENTRANC �,• T=41.35 w� J �,� \ \ 1.3 _ _ _ \�� \\ \ \\\ \\ \ \ \\ my \ \ \\ (� J d
\ � ao
_ \
�� 42.0 I \\ \\, X� \ \ \ '\ d �/ \1 LLI }- N
i=35.2� ' 42.45 ✓ v V l \ \ - - _ - \ \ \\ \\ \\ \ �ah\ \� \+~ ` d- \% z_ / LL
LINE ` 1 , ri 'S� °� hh �C 41.65 - p, 9 yY +ti \ - a¢o �g�� \\\ +7e. \ \ °n \
ARCH \ I \ __ ; 'T'�r X 1 s _ -- - - - - 1.8 \\\ \ \ \ \ END \ Q Q
M>\
` x \� i2.2 / 41.85 ,r` - 5 , -� \ \\ \ \ Q
RCN �1NE ` \��\�°�'° 13 W �`� CI 2- s 42.E 1.8 _ _ - -- RETAINING
F 2:2 \ \ \ \ \ TAI J Z
�\ � \ RE \\ .\
=42.25 (26') 1.5 ti� CI 2-21' 41.ss� -� h� �' , a , 43 \ \ \\ \ \ WALL y ` �/ Li
ux_ ,,?-� n 2 TRANSITION ( \ \ � _ i" Z
z.s ` . , I=34� 24 RCP 52' 18" h" T_ 41.3 tib UJ, FROM SLOPE \ Ts\ \ \\ �� \\� �� \ \ TOP-42.0 \\ \ - 0
42.40 i P sp� MCP I- 42.35 \ - `�Aos3 CURB TO X13 \\ \ \ \\ \ \ \ \ \ �� O\ f Q O
h
\ z �U
8� y rs 41.so-�� 4' 42.25 c� VALLEY CURB / \ Z
�6MH � SD l� ;o F -A� og , �' v v v� �A \ f p U -
CID 42.15 42.11 M' o 42.50. 41.s2 '��0 1\�\ \\ ° \ \ \\ \ \ DITCH RELOCATION CONTAINED WITHINct
2.2 1:8 42.2�1 yQp� 4 .o __CI 2-12 - 1.5 �y \\^ry
ryp \ \ \\ A PUBLIC DRAINAGE EASEMENT. \1 Q Lo
42.00 � � `\ �\ T= 41.0 1. � � F� � I - \ � \� � i � -
4 1 n J v G ,
M� 3 2.1 �' MAIL
1=37.4, E - (47) 1.3 T=4 15 \ \\ \\\
,`�Y12 a ° 2' TRANSITION \ \ \
O
K10,51,: 4r? 15 R 41. I=37.6\ \ \ r /
FROM SLOPE\ - - 41. \ \\ \ �� O
42.3s _ a 41.80 T= 0 �.� \ v
�F p dtP 1 a \ 42.30 �� ,A �, YI 2-2 A 1 .05 \ CURB TO�n \ \ \ \� \ VA \ ,
o r 2.3=41.0 i °� VALLEY CURB T 1.0, u' �° a F �/ `��"" 01
ClCI 2-25 41.42 l.s x \ \ \ r �� h I
Y'� \ \ PROPOSED RETAINING WA6 P o
1i 42.65 l% 2.2 T=40.9 1=36.4 6 / 1. y \'
I=36.1 'S� 6J \ 0 2.20 45 / 41.7s \ \\\\ \ ��b T O , o, �Q ^� LLI -�' m
\\ < ' , , 2.30 � a� �°� \ �o \ � °9 \ o OP VARIES (42.0-41.5) o� � \ � > o
`"�` `v. , O, \\ Q n - (/)
1 d,\ P P,o F` �S', �o\ ' �\� : , 4 , 6� , ,'\\ \ yv a h (1"0 BE DESIGNED BY OTHERS) `b O z D' oho
I 1 e i r �6Qx ' r �� r Q'/ 1.8 4 \ \ \ v �\ ��
�,� F_ / �' /�\ 41.30 /�� \ \ 66 \ \ \\ �� J 0 w Lu N
42.65 �z�a (21') 15" `` •) YI 2-258 42.5 / \ - n 41. ,\� y9� 1 !i,/��° .l /��� \ ' \ \ \ \\ ° a - / �C W m z U
C, �� 42.75G� 2.o HDPE (HP) T=41.0 1 �,/ 1 ����' �\ J�\�\� \ \\ \ \ > w W
42.65 P r : , ' r T 41. ' , 42,F,50 42.
� �., 4 e / v1=37.0 `\ /,/ /� - ' ��� �'�� 4✓ '7 A7 \ \VA V A�� Q� LU Z
42.60 , 1. 41. 2 r \� �/ /. -3 r.5 a \� <'�" /.�\\\ \ \\ \ +^ Q U 0 O
r d "� r Q
> �, ►� J ` � r ° 2.1 1.3 � v r + 41.7 r \ � ,, / 1. '' � �✓ `�✓ \ \\ �r `_ � Q M CO
/ STREETLIGHT TO 2.0 \. �' \e Z b N
� fin- ' ^ � 1 ern ti 1'JJ� � � ' / 42.00 ���'- ' \�`Cr � \\\ ' ' � ✓✓ � / C ,� `�' � � y' \ \ \\ \ ^ \\J m � %� � i
BE RELOCATED \',.1�� -, "9r' x��� 42.s 1Q, XQ\ .• \ 42.45 41.7 _ /\/ e O \ \ \\ \ ,��� W w C9 O Z
/ - YI 2-1 OB, / c \ \ \ \ CN
M9 2 A SITION p 42.35 r 1.3 ? T=41.0 /� o � ` \\ \ U Q ti
\� ,` `GRA 42.8q n \ ` / \ ' � / P �� r, +" 41.4 \ \ Z m
L� P 1.9 F SLOP ' \ ^ \ 42.50 \ 1.63 _ �2.40 -.� \ Q Z }
.
/ �� u ` > , 2.1 0 \ 'a° v \\\ \ - �o ,�� ,r 1.3 - --1=37.�5 / - k G\�JJO "O \ \ \\ \\\ \\\�\ \ , \ Q
''� v � - - -- - -- GQ � � / �f' 2 0� �y � v/ � iY tY O -
�� CURB TO �" VALLEY r / (�4. 15- +,' v� 'a- ,� v O rn
V' 1.7
\ �� �VERTICAL �C& i \'�,'� Leo v v� �` �� C RB,_ v ,��i �O `�J - )PE (HP) / / / 1=38.2 �( �� \ \`,y \ 1. VAAA °� 8� \ \ A ��%\
P J , W MAT rQ 42.65 2.0 42.25�vPv ,/r ��� 42.25 4� A \ /V A
42.70 / vc4po ! 2.1 _"° /r' �Q �i� �� 42:i LD �� "\
j \ d� \
;� ' ICI 2-,� \ J \� B \ B \ ��. \i �\ e� ��� ;�,Q� 1 42.so 2., 2' TRANSITIO T=41,L 4,.30 ���°Q
1, �o �. FROM SLOPE I=3�.8 1:s'� / A 4270 s \\ \ END
, �� 1.0 �, RETAINING
Q. ,
> CURB � ' 41.81 SFr �'t 4 r/' � '� 1 � �%', \ 42.50 .ts WALL
�. 2.1 VERTICAL &G D( 2 S-� ti Q1 \ + .} \ DI-01 ` Q\oa ti�
\\` I" ,=Z4.0 4/ s 1. 41.7s /' 41 $� T=41.0 , �y �.� ir'9 XQ\' / 42.00, , - TOP=41.5
--7 42.80 2.0 ! 4,.4 1 F, , 4, .o t1 s�o + YI 1-8B \ / / 1.2 \ T=40.0
�� 35..a YI=BOA 1=41.3 \ / ?„ I=37.2 \ °� °
O Q
T=41.0 � � ..\
i_ - I=38.6 / \ \ ,r \
,
1-37.0 „47.20- 42. 0 \ �F,- � (EMERGENCY
2.0 - `�' A// A �� F \V A OUTFLOW) \\ Z,
, a n \O �� 42.80 r� sr V /' 1. 42.5iY V A �� i , .2 i x
4 J v vd n °V Q �k j QF , -_ 20 oV v C A
v v. A 5° %F / v 2.1 r 41.10 s f;,., _ V /� y �X \ r� N r
\\`"\ U A" \ % r' a \ 2 ./ r i `,` / / Aq Cl 2-9 \ C ' ✓ \ \\\ 00
ALLEY/
v e + r o CURB / / 42.2 \ - ��
', r r' 4 $0 ^ 1.3 1.7 / a N
v - � � r '� \ GQ� �; i�. �, / - o� YI 2-8A F T�40.9 \ \ z
\/�' r \ 42.ss �b 1.20 CI 2-5 \`' YI 2 10C �S 4z �o T=41.3 1.s \
} ,
4� o 42.7o F y 1 50 80 ?�� T=41.0 j� T=41.0 15 �4 \I 38.0 GQ s ��, \\ A ,
/ N - - S . 9' 15 RCP
v ' % � 2.so `, h`L��I� j `Y=35.8 / 1\ 1=37.7 � , + 30 i � ( / \ sb �( ) \ f
v LLB y / ( ti�
r ,/,�� ��. \ 42.65 , 41.80 `41.85� \ . p 4i.55 42.50\ HQPE /417
REMOVE EXIST. o \ Y� _ \ �STUB OUT& �`�`c�O�\\\ \ <` tI a 42.80 J 4 .85 dui2` x
REPAIR JB. `` P`'` �'` SS �� - ay 75 �` P�� Q S� �\ �•,� ++ 4z.2o '2.2�' r
- x a
JB TO REMAIN, 41.50xv
's I a }+ 4
ADJUST TOP TO v�`v �� r v e''�y�/ 1.2s1.3S Fr-� �, ,:4 -/ / 1.s V \ y \ \� \\
' GRADE. �`�,` `\ \ ry. - x �� 5
L k \ a T n / 42.22 P F a x D_
/ S \ , � 41.8 / O O \ \ ✓�
/ < tz"��0��\ \\ 42• \ tie / r \Y \ / , S! \`\ YI 2-8C \ 1.3CSP M =
0
31 T-41.3/ / / s W
2.15y" 2. o � � / 42.50 '' � , i U \ s
�.J Cl 2-1%C �1 S/� 1.7 42��r� I = 39/0 /
�r T=4\ '+ �
0?
\v\2.00 a / .
4�C w
4- 1.5
/ / \oc
\ 42
„c F y
Cl 2-8
r / f 42.00 0�' P \ n J M
� � ` � �4-10 � �� / ' r' \ �� ° ` \ � ' `�' 4�74 0 �,/ 55 T= 41.15 w Cl2-6 "✓� / \ ss w
\ I=37 32
\ \ CONC. PAVERS 5 \`\g• �^ V^ �,4�, -T-41 .
\ OR CONC. z.80 1.5 \ r
\/ Vie\ / �� 2.0a - 0
2.1
,' M
\ \ ���25 v�� 42. ' p�
v v SIDEWALK (PER
� 70 �'
\ \ ARCHITECTURAL
1 55
v v v PLAN) TYP. � v� ss �hz � T=40.75 'LD # ° 2• s �, \ ss \ N z
4
/ O
\ \ REMOVE 12 ` \ . �1 < �; I=36.0 \ \ \
\ y \ / EC NOTE
\ \ , 41. ,, c . INSTALL SKIMMER AT EXISTING POND OUTLET \ y'
rs o 1 �P � 42 ao / `" '` \ � / DRAWDOWN ELEVATION. SEE SKIMMER DETAIL. � �
RCP & \ e • ' `-� / ° STRUCTURE. SKIMMER TO BE ATTACHED AT THE \ \ \ \ \
`L REPLACE W \ gist E=43. u h _ ` s J 1.s
/,x ; \ 42.00
\ \ \ v 30 RCPo°��, e\\`o '/ 4z.so r S '° / VERTICAL �e\�� /
.,
\�� �F �^� r �� / \ G` \ SS\` \� \sue `�' �' / / CURB42.00
\ 0 c. �\ d�. _� s \ GUTTER
NOTES: \ O c� �✓ ��.� / / \ 5��;. \\�� sc / /\J �.,\( / / 1:3
1 LOCATIONS OF YARD INLETS TO BE FIELD �' \�� `�� \\
ADJUSTED BASED ON FINAL LANDSCAPE PLAN. \ \ o CONS / �;� \6� \ \ o / 42.so �\ \
��� ENTRA CE / `� `� \`:� /�0j 42.70 0 42.00 �. / �o �� ,`blov
2) RETAINING WALLS TO BE DESIGNED BY OTHERS. \ \ 1 DI 2-7 �` Cr co -
3 SITE MUST CONFORM TO ALL ADA REGULATIONS. / \ L"� / / ` `\` `� 1.70 \ ° ' \ ' 42.80 �P QC' �, l' , _ Licence #C, 3641
\ \ \ / \\�\ / ' 42.7a * T=41.15 0 <,�h�/
MAX. LONGITUDINAL SLOPE ON ADA ACCESS IS 5% / \ \ / \ \\ 0 iS, / 42 ss , I=36.8 C\' �o C°y�All �P _ _
(1'V:20 H) & MAX. CROSS SLOPE IS 2% (1/4 PER // 'F �`\\° S \/ a2.so , ��O Oa �� O\� �q \;/ / 20055
FOOT) \ / / c�\\ / 41.45/ \ / BY: /
4) ALL ROOF DRAIN DOWNSPOUTS SHALL CONNECT \ \ / \\v'\ '' 0 4� \�` �i 9y� ,,- ,,-' \� /
TO STORM DRAINAGE SYSTEM. ALL DOWNSPOUTS 42.s5 ' x 1,s - 5 ,,\ _ - Q DES. JST
SHALL HAVE AIR GAPS (OVERFLOWS) PRIOR TO A V / v v� / �� ° s
cKD. JPN
\ 9
'°� q 2ao �� %/ 10' N KS
CONNECTING TO STORM DRAINAGE SYSTEM. • \ \ \ V / / / a a4 O
5) ALL ROOF DRAINAGE PIPING SHALL BE 8 (MIN.) / \ �� ti �' \ - TOP VARIES DRWN.
/ / `.`. �d� y � 1 •�m.� x \ _ ,� e �_J � (42.0'-41.5,) (10:1 MAX. SLOPE)
HDPE OR C900 PVC ®1% MIN. SLOPE. (SEE ROOF \ / / / CONC. PAVERS s 4 \\ \ , N7, ,' �;✓ �e �� _ �� DATE 10/25/21
DRAINAGE PLAN) \ u OR CONC. �'\ ` ,° RETAINING WALL
6) SOUTHERN ENVIRONMENTAL GROUP, INC. (SEGI) IS \ / SIDEWALK (PER `,
OBTAINING ALL REQUIRED PERMITS FOR THE DITCH / ARCHITECTURAL �^
RELOCATION. \ 00. �h 4�.1� ,, n ' \♦♦♦♦ ��
ALLOWEDNUNITL ALL USACE PERMITS IS NOT % PLAN) TYP. �� j° % rr k\ \ \ v \ n �ti ` 39' 39' ♦% •• •. �i
U
a
8) Di-01 IS AN OVERFLOW DROP INLET TO PROVIDE
/ \ � CURB NOTES:
------------------'-- •� r y:�
RELIEF TO STORM DRAINAGE SYSTEM DURING LARGE \ \` o° �� �° • \`\ ��°; _ 1) VALLEY CURB SHALL BE USED AT SEAL
RAIN EVENTS. \ ' �x EP�� PARALLEL PARKING AREAS. .0 030869
/ p �, 40.50 c 2.5:1
/ ' 40.85 F SLOPE 4% :• �CQ
/ \ \ \ a \ ,� 0 2) VERTICAL CURB AND GUTTER SHALL BE , GZ •
9 BUILDING CONDENSATE DRAINS SHALL NOT \ • �r- d"- •
CONNECT TO THE SD SYSTEM UNLESS DESIGNED AND / / \ \ y 1 2.5:1 .�' NEB Q-
o \ �^ 1` USED AT PERIMETER PARKING AREAS AND •
/ / \ _ - TOWNHOME PARKING. SLOPE **i'9 •••••••••�,P♦♦♦♦♦
ANALYZED BY MEP. / \ \ ` \ / \� \ �� 3 SLOPE CURB ALL OTHER AREAS. , !i O N C ��♦♦
STORMWATER NOTES TO BE REMOVED \Y 8
1. STORMWATER AS-BUILTS ARE REQUIRED FOR \ \ < \ A,.. ENS 'SIDEWALK \�J MIN. n
ALL STORM DRAINAGE CONVEYANCES. / / /� \ \ °°,i / `_.`,'\ SCALE: 1 " = 3 �\ SECTION B
/ (NOT TO SCALE)
2. ALL STORMWATER CONVEYANCES THAT CARRY /
PUBLIC STORMWATER MUST BE VIDEOED. ; / / -- DRAINAGE EASEMENT
�� '' Yes ° 0 30 60 90
4. 41/ * SIDE SLOPES & BOTTOM ARE TO BE LINED W EC MATTING NORTH AMERICAN
/ GREEN SC350 OR COCONUT MATTING) & SEEDED IMMEDIATELY AFTER GRADING.