SW8061111_Approved Plans_20061205

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y p g. 501, P G 118 ,/ / / ‘/ /, TRACT AREA 184,730 SF / 4.24 AC 0 a - a
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\ ^) \ DISTURBED AREA 3.7 AC. © �° 0 g `.
\ ' `\ N (-Ni \` ZONING 0&l-1 N 3 a�
SI / E \ 4' WIRE E \ \ v- � I I �. \ , W
\ \\ ^ 1� y -- - _^ BUILDING INFORMATION
/ �� e f — 1— NUMBER OF APARTMENT BLDGS 8
�� _ _,X.__---x----- \ / \,; \ I NUMBER OF UNITS PER APARTMENT BLDG 4 1:114111111114
,� x ■ \ i l < <\ ` J, l' '' \ l I TOTAL APARTMENTS 32
4O9. 5 �I NEW N `ad'\ / \ \ \ /'�J `� 1 1
�,� STR AREA RESERVED •-- `� \ \ / L 7 ` \ _I SETBACKS Cie)
FOR COMMUNITY i `3S' \ \ \ \ ` \ I I
sFRONT 25 FT
9 o c\ GARDEN & BENCHES \, R2R \ \ �� ! Lea \\ 1 — — 1 SIDE CORNER 25 FT
`"� P`� L K Rp f ! \ / I 1 SI callaTaliall
DE 15 FT
PPRK `" WA�50" A� �'\ GAZES®� / / I \\ N, \\ f \ �\ e —— ' -- — REAR 25 FT
NEzz/F sr / ` Mir ` ` 5 r'`� \,�. PARKING'
., `�c� 0 `' t:3 / \ ` ~ 1\,l REQUIRED PARKING 74
DR ENEw Pr` 11 / PICNIC AREA f \\ ,, N.o J 2 SPACES PER UNIT PLUS 15% FOR GUEST)
.4114
PE \\ / D{ GRILLS ,-2 4'b 6 \ \
c"RouNA �\QG. fi / I \\\ \ _ , -- 1 PROVIDED PARKING 74
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CALL
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This drawing and/or the design shown are the o'
CD 7 40 ® 20 40 80 16 property of ESP Associates, P.A. The reproduction,
8 oalteration, copying or other use of this drawing
® co without their written consent is prohibited and any a co
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PANSY GARNER SITE DATA 134 �'°° F el y
501, PG. 11 % CBI-17
1 l/ TRACT AREA 184,730 SF / 4.24 AC � �,z ��
B RIM 27.6 ,l NO TES: DISTURBED AREA 3.7 AC. c� a 6 c
\ Po \ 0&/-1 y e a.
- - - - - `'cc \ r ZONING a g T.w �hYV�24'7 ' - \ \ / 1. NO WETLANDS EXIST ON THE SITE. o o
`" 4' WIRE E NN \ \ �s I I�\\_ 2. CONTRACTOR SHALL FIELD VERIFY SIZE, LOCATION BUILDING INFORMATION a OI"'
Sl TE , , , �'2�' \NN. 1`'� ` .„. - MATERIAL AND INVERT OF EXISTING UTILITIES PRIOR TO °'
' TG 28.5 N.
�.■� \ ��:= - -- 1 -- -" CONSTRUCTION NUMBER OF APARTMENT BLOCS 8 IQ
,� -_ x--- / / 3. ALL ROOF DRAINS TO BE DIRECTED TO THE STORMWA TER NUMBER OF UNITS PER APARTMENT BLDG
_ x xF=1111 \ I COLLECTION SYSTEM INLETS AT GRADE. TOTAL APARTMENTS 32
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"y \TP 27.2 \ L l C ` \ \ I I SETBACKS CIII,I1)
N �' CEP \ \ c'� / CB-16 ) `\ - I FRONT 25 FT
v PARK AA �� Ro / s \ ' 1 _ TTP2 N\ RIM 26.2 /l \ I - 1 SIDE CORNER 25 FT
WALSpN A� • \ v �� INV 24.1 \ i' SIDE 15 FT
NEZziE sr TG 28.0 1�` 1 - \ \ / \ REAR 25 FT
s cArcEwEw �; \S`'>\1 / �Q �o/`j; 7: .. 7:\
\�.� J� J, ,/ IMPERI/IOUS AREA
oR -� z \\\P' // 2• ' _ \ \ \ _ BUILDING (INCLUDING CANOPY) 35,000 SFCARouNAJ� QG ; ' - 2 � ,� \ _ - - 1 ASPHALT 43,100 SF
AVE ��`{fig• / , FEE= 8.0 �Z \ � f ^ 1 1 CONCRETE 13,500 SF�b e. ..1.. G \ TOTAL IMPERVIOUS AREA 91,600 SF
• , I MAP 0' 00/ / \ / - \\\� \�� 1 I1 PERCENTAGE IMPERVIOUS 49.6%
O `� / . 27. \ -'•,� ��' 6\ 1 1
/ CB-1 , .. - 27.1 ` .� - PARKING
/ RIM 26,G9 `�� ;,. TP 2 8' ` \ 1_ 1 REQUIRED PARKING (1/ROOM, 1 X 95) 74
�° INV �5.1 � ��I\\\ . 1 �� 1 1
GS co / / !� \\ // IIl{I�`�I�S; \_ \ 1 - 1 PROVIDED PARKING 7400
..f • - r ._ LANDSCAPING
51� p �` �I ,I,`��� '_ •e \\ 1 - -.1 - LANDSCAPING REQUIRED (7X) 3,017 SF N
5 p�� / - _ _ _ � l Tr27.1 QI - \ I. CB 14 - - 1 LANDSCAPING PROVIDED 5,787 SF o
/ ``�\ Dc"�J �.. �' 27.2 \ \ R/M 26.4 1 1 to
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.g0�/ ;` '28, 1 Q4�- �` \ w T 1Nw--�4.20, \ .--TP27.o PROPOSED PAVEMENT ELEVA T70N Q) �;
5 / I\Q �� / \ _ - 110kV �\ Tc27.5 PROPOSED CONCRETE ELEVA 1TON ~`' M '°Q` '!3 �E / EAr�T IPdV=24.14 \
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1 INV 24.0 . ��C,o RIM 26.0 = FINISH FLOOR ELEVA 170N V m
i / � \\ 0� t,+ •• ,. INV 22.7
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O 5' CHAIN LINK = 411" - - ��
\ 1✓k1 / FENCE )7 4,11.*;t114
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/�/ EX. INV 0UT'�13.38ti\ `' / \JG q\ / ` �o \ o JB-13W INV IN=18�4(SW)
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/ V--G. \ / = 27.5 1 ` �3� \ R/M 26.5 � '' Ua NPP-NMC1 SMH S QTG 27.2 /� \ '� - ` :\\\
UTOP-27.s7 -i, 2: \ \ /\INV 22.2/ 1NVERr=1s.s2 07 \�� \6� `�'�� , ;i \ �A �•:� \ / EXISTING 8" SEWER LINEXe.\ INV OUT=22.02 JIpY' T - - -28 \ . .\ \• \ /00. \\\ , z
2r� / ,INV 232ila RlM 25.6 \ N1. .' \ \ \ / SSMH Wa.
■� / \ / NIVINt12.23O / i INV 22e8 26. , 'I, \ \ \\ / �� \.. Q ,\ \ \ G/ INV OUT=12.08
Z 0 S �� \ TG 27 /i / \- j j// / 26.7 \ \ \ ` .CO -1A fNVERT=20.18 \ oQ; 4, \ \ ' //� TP 26.7 • // 7Ta \ \\ RIP RAP - \/ ` J //\'\ C27.; :, ^ . , r IN 21.8 FLOW D/SSlPATERO Et / \ l • FEE= 28.. �, 'f \ \ \ \ - wU / \ \ TG a. / / �' \TC 27.8O .4 '.,.. A \ \•
\ \ R/M 4.1 i /Z \ \ / // ��� � , Ilk ;:`, .. 25. �6. \ `i �i i / SS �S1 A GPS CONTROL POINT 1Z\ \\ \ A c: \/ '<\ cpd' / � ,� �\ �2�i� /FH ; ';RIB #5 IRON REBAR SET •��, 4.
\ \N \` � / TC 27.8 - D �Q TC 26.3 � J23� 44 (C GRID COORDINATES\ \ \ \ / CB 8 ✓,, 4\ �!� :- ' .g� N=389545.10 �\ TC 27.8 R/M 26.0 1a ' \ •• P•:: '«,;lc T1Z S__R R �„ 1g E=2642151.650\ \ \ TG 8.� , �, 2 TC 26 25.a �`� C.F.=.99990819\ \\ \ \ \ ' INV 23.o �' \ p \ \ , o,„
,.51, , �.\ \\ � • 9\\ O CB- • 30' C'�3• EA lENT PER / ' . 2 : \v \ y TP 24.2 x\ .-:1 �* -- ' - . -. ";..�• \ _ 4 � 24 FES ,IJEf INV. 21.5 �\ \ \ \ TG 11 -\. ED E ! 81 ;.�,� . \ �' i \ 25. 24.4 ` , � a\ \ \ \ ` 14411P► 71 AND • c6.3 1 Z - �\ 1 # ••6.3 '! Y� c��E PEA W/ 11 X 13 X 12 E.D. #1 n.�C\ \ a a "K
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`L \ 2'S ,\ O A iv GQ / • TP 26. / \ N 2 \�;:> \ //�` `A\ S c �' /F •4 ` C 26.4 \ /i /i NMATCH EX/S77NG
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\ \ \ ` - 27.1 Z 4� / / 23 - /i22.581 s_\ \ \ \ �C 2 �j4 ' , ik // �. / / -SSMH 14
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\\ \ \ \ \ _ /�.►�I��i. _ _ .7O y�P�I� G�� \'" �• i% RIM=22.53 a\ \ _ .♦ 5 `I / INV IN 12.71111111 /\ \\ �`i�����r�;` ' •. \ 7 � / Ar INV OUT=12.63 \� \\ \\\ \ `, iV �W' ' e 1 70 ,> F 27.0 ! 0-j i2 \\\ ^ lAIl� V� -- :• , C/?o.' ri / CB-2B TEMPORARY GRAVEL �����p; ,3s''
/ � . ; 1 y/ v / RIM 23.7 ," \ �I:, •/�I'i '4 - v / /i CONSTRUC770N ENTRANCE ':/* '� t • -\ CB-1 TG -_•-.•-i:, -I •.. \ , pY' i / ,- / TOP=20.45DI _vce;• W Z��._RIM 25.6 \ '�-'► \�.•��I,,� \ .. _ •- / O/ INV IN=15.69 - c�• -•• fr�f ,�.'B- a+ / INV=15.23 �'.
INV\23.8 \ \ co ,��:. 7 a TOP=20.61BNV OUT=15.63 %y'.`� o Z,' �',. \ \ , ,�dJ� 23. Z\\\~ / �/, / / INV 1N=15.73 �t-d- .•�d• , ��8 BASE MA7ERIAL FOR \ \ T 2 - 4 \ \ f TG 26.8 G N // APPROXIMATE LOCATION OF INV OUT==15.81 //ON `�EMERGENCY EN 1&\ \ \ 2 s I \ \ ti/ •TG 26.0 /// '� CB-2A EX. 6" WATER MAIN DI �i// R` \
1RANCE/EXIT •� _ y 16' j TG 2s.5 c, i// / R/M 25.6 TOP=21.82
DETAIL) , I - -2 _ l i // / INV /N-18.90
APPROXIMATE LOCATION OF CB-4 �� \ \ -\ e, 7.5 \ / �R�/� / INV 23.8 INV OUT-18.45 \--
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This drawing and/or the design shown are the o
0 co \\ .\ STOP property of ESP Associates, P.A. The reproduction,
0 00 III INV. N MI Mill Mil alteration, copying or other use of this drawing
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_ IN FEETPP-NMCo2 infringement will be subject to legal action. �. \
( ) \ 800-632-4949 V" N V , �- Z
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i.• �� �11 i' fi1 �' rj1 LAST 3A ERE R ABUTS PAVEMENT — — —
• � r-: TOOLED ���—��,-4��—I I PE —I I I
5. 1 Z EXPANSION JOINT E.J.) REQUIRED AT 50 MAX. AT SIDEWALK r1617:1111
4 CONC. SIDEWALK HIT—.
LO I I�J NCIIONS, AT STRUCTU-13- AND AS NOTED ON SITE PLAN. ,— S i 4°.:0.114%1114*
6. p A LAYER OF 1 • FELT BETWEEN WALK AND ADJACENT . w/6x6-10/10 'W.W.M. - - Sy �.1 111— q
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NOTE: PAVEMENT SECTION MAY
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CONDRIONS. CONTRACTOR SHALL �.
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DETERMINE ACTUAL PAVEMENT
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P ORIENTATIOd� are u y ROADS PRCMDE
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3000 PSI CUT OR TOOLED 11/4' "Ci�t{�({t�<«t�i« t \ N,•,111‘ P1_• «ss•/
CONCRETE\ 1/8":1_JOINTS �F 3 R : t•. :, •
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9 x 1 -0 x .080 STD ALUM. SIGN • \ BASINS AND LETS .• \r .0 ��
\ FOR YARD INLETS .• MN /,d0 . • • �• \� �y
TO READ VAN ACCESSIBLE", 6x6-10/10 W.W.M. oMpq��p •'`•'��" tO
• UBGRME -'''�'=• CONC. COLLAR rmNFlDRgNG I ////N��• ' • ,
BOLT TO WD. POST WRH 3/8 CANDIUM '
PLATED NUTS, BOLTS & WASHERS I 4' 6" �!+IC ( PRE ECCENTRIC TOP
RESERVED 1°-6" x 1'-0" x .080 STD. ALUM. 'o' CD IF DIMENSION Is 48. OR (;BEATER SECTION 1� (Y •,.•.�I,� y�•
• PARKING HANDICAPPED PARKING SIGN I. 'I FLARES SHOULD HAVE A 1:10 SLOPE CONCRETE SIDEWALK CONTROL JOINT PLAN 4 I . i cA RDANCE ql�THICKNESS m
ao TO READ 'RESERVED PARKING o
IF DIMENSION IS LESS THAN or 1/2" ASPHALTIC PREFORMED 1'-0" I. MIN. DIA. .BARREL
OiESS
BOLT IDENTIFICATION SYMBOL CONC. CO
TO WD. POST W/ 3/8' CANDIUM FLARES SHOULD HAVE A 1:12pSLAPE I EXPANSION JOINT 3 R _ _ ELEV. VARIES ( r.)
C, PLATED NUTS, BOLTS & WASHERS. ` FOR 5' DIA. BARREL
X: x'° x "—°�c- 12■ " t s II-II- , 5"T1'P. �i ^ ( ., �„. •
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9" x 1'-0" x .080 STD ALUM. SIGN O �1 to �'__ I . �rl, I�iI-•.,:•-: •I:
" TO READ MAXIMUM PENALTY $250, : f , " " . 91•, ,--•.1 ,,-
12 `r 8 2 -0 MIN. 8 4' OR .• I,
t GS 20-37.6". BOLT TO WD. POST e' "•' PRE-CAST SECTIONS 1.
WRH 3/8" CANDIUM PLATED 0D ,: • ._..,:i t° w_ I4 M
LEGEND AND BOORDEER - GREEN NUTS, BOLTS do WASHERS. FINISHED 6x6-10/10 W.W.M. \--E8NEWED M' I,
WHITE SYMBOL ON BLUE BACKGROUND I 6" 1 FLOW O .�' MINIMUM e' STONE
BACKGROUND — WHITE PRESSURE TREATED 4"x4" POST.
GRADE F4" > �000000 ir_ i'000coc BEDDING FOUNDATION
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PENALTY • VAN I I—. —I I (1 L=■/—ill ., 8' MIN.
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�� ?�\� `9\ � I t i �1 `- r} �/ i�,j t ` -," y r r �' . 6 0.03 0.03 0.9 0.1 0.50 10 7 9 0.21 0.27 CB 6 (�
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V A ` y \\ y c 0.18 0.09 0.09 0.9 0.1 0.50 10 7 9 0.63 0.81 YI-11
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