HomeMy WebLinkAboutPlat Mapsis
N 1/16 COR.
SEC. 14
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PHASE 1 Z LO
W 1/4 COR.
SEC. 14
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<r 14
PHASE 3 0
N89'25'40"W 23.62'
N32'19'40"W 162.60'-/
N01'31'10"W 176.40'
N42'04'10"W 206.98'
SE1'22'10"W 95.12'
N31'46'19"W 34.50'
PHASE 5 3
O OR
0C tO I
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S89'
PHASE 7 339 27'
25
26
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28
29 a
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30 1
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PHASE 7 POINT OF z
BEGINNING
SW COR.
SEC. 14
N
0
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PHASE 8 w
(0
M
PHASE 9 j
N89'23'22"W 216.72!
N00'38'28"E 103.02'-
S89'23'22"E 216.66'
NW 1/16 COR.
SEC. 14
\9 10 11 12 13 PHASE 6
<�
LEVENDI DRIVE
3) i 2 3 4 5 M
LOC 3
01 10 9 8 7 6
QUINTESSA STREET M
1 , 2 3 4 5 PHASE 1
0
N
/_01-
PHASE 2
CW 1/16
COR.
7 1 8 1 9 1 10 11 12
I.
80�•i.IN9��mg
1�®®��iOl�i��l�oi►i
PHASE 4
-S00'43'27"W
350.53'
C3 PHASE 7
t� 0
S89037 45 W 733.20
S16'40'55"E 44.82' PHASE 7
S33'18'55"E 245.20' L]t�iJ
S16'32'25"E '(71.5.03' W 1/16 COR.
NRQ'17' "F -11Q RQ' SEC. 14
PHASE 8
24
25 I, PHASE 8
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N.
CITY cf.
d?NING ® pgRTMdyT
1� D6
300 5 D
SCALE: 1 "=300'
RF*FPMD
C 1/4 COR.
SEC. 14
PHASE LINE
- -
BOUNDARY LINE
LOT LINE
-
STREET CENTER LINE
W
PROPOSED WATER MAIN (8° UNLESS NOTED OTHERWISE)
O1
FM
PROPOSED FORCE MAIN SANITARY SEWER
�j
PROPOSED SANITARY SEWER (8" UNLESS NOTED OTHERWISE)
N PHASE 2
<
PROPOSED STORM DRAIN
4 'n
o
IF;R
PROPOSED GRAVITY IRRIGATION
PI
PROPOSED PRESSURE IRRIGATION
0
PROPOSED SEWER MANHOLE
27,981 sq.n.
PROPOSED SQUARE FOOTAGE
PHASE 4
25
LOT NUMBER
S89'42'41"W 166.02'
- ... -- • -
q DITCH
SOO'35'23"W 212.22'
12"W
FUTURE WATER (CONSTRUCTION APPROVED)
S$9'24'36"E 8.02'
FUTURE SEWER (CONSTRUCTION APPROVED)
SOO'35'24"W 203.82'
E1/0
DRAINAGE / OPEN SPACE
BASIS OF BEARING
THE BASIS OF BEARING FOR THIS SURVEY IS BETWEEN THE SOUTHWEST CORNER AND THE W 1/4
CORNER OF SECTION 14 AS NORTH 00"34'20" EAST AS ESTABLISHED BY G,P.S., PROJECTED TO THE
IDAHO STATE PLANE COORDIJATE SYSTEM WEST ZONE, NAD83 DATUM AND REFERENCED TO THE
IDAHO H.A.R.N. SURVEY (199'2 ADJUSTMENT). ALL BEARINGS SHOWN ARE AT GRID AZMUTH.
ALL DISTANCES ARE GROUNC VALUES,
CURVE DATA
CURVE
RADIUS
DELTA
TANGENT
LENGTH
CHORD
CHO, BEARING
C1
218.44'
26-56'00"
52.31'
102.68'
101.74'
N26'02'42"W
C2
1950.00'
04'25'18"
75.28'
150.49'
150.45'
SOt'29'22"E
C3
500.00'
18'12'4,5
80.14'
158.9.3
158.26'
S08'22'54"E
PHASING SCHEDULE
PHASE
TOTAL AREA
BUILDABLE LOTS
1
2092 AC.
44-48
2
2202 AC.
54-58
3
17,09 AC.
45-49
4
20.21 AC.
65-69
5
17.99 AC.
51-55
6
19.32 AC.
50-54
7
2026 AC.
47-51
8
26,48 AC.
51-55
9
2699 AC.
48-52
10
26.4Z AC
54-
TOTAL
217.75 AC.
545
PHASE 9
I
45
0 2
P�*
o PHASE 9
DEVELOPMENT DATA
o
6
cou
15
�O aP
O
�Q
n
11
3
3433
7
e
9 '°
14
35
GROSS LAND AREA
217.75
12
36
CANAL EASEMENTS
9.14
LLJ
N
6
15 1"
13
12
37
STREET BUFFERS
7.39
i?
17
RocCA DRIVE
5 11
\ 6
38
PHASE 10
STORM DRAINAGE
1.20
PHASE 10
18
1 2
3
4 10
7
USEABLE OPEN SPACE
14.72
z I
BLOC
46
BOCK 4;
39
19
10 9
8
7 8 9
8
40
TOTAL LOTS
605
20
21
=
1 2
TERRA VALENTINE STREET
3 4 5 33 Ilo�lJg
n�
10
SINGLE
COMMON FAMILY RESIDENTIAL
545
60
W 1/4 COR,
SEC. 23 -
S89'34'17"W 1324.04' - CW 1/16 COR.
SEC. 23
GROSS RESIDENTIAL DENSITY 2.50 LOTS/AC.
CONSTRUCTION
FALL 2006
FALL 2006
FALL 2006
2007
2008
2009
2010
2011
2012
2013
% OF LAND AREA
100%
4.2%
3.4%
0.6%
6.8%
KARCHER ROAD __-
II
ir
I ,
0
J
O 0 �
H Z - N
W. (ORCHARD
_ _ HA _
SIENNA HILLS
LAKE (----__-_--
LOWELL ---- L
I
I
VICINITY MAP
N.T.S.
SHEET
INDEX
1
PRELIMINARY PLAT -
OVERALL AND
NOTES
2
FRELIMINARY PLAT -
DETAIL AREA
AND TOPO
3
PRELIMINARY PLAT -
DETAIL AREA
AND TOPO
' 4
PRELIMINARY PLAT -
DETAIL AREA
AND TOPO
5
TYPICAL STREET SECTIONS
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NOTES .
1. ALL PUBLIC STREETS, CURBS AND GUTTERS AND SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE
WITH CALDWELL CITY STANDARES FOR PUBLIC STREETS WITH A MINIMUM GRADIENT OF 0.407..
2. SPOT ELEVATIONS AND TWO -FOOT CONTOUR INTERVALS SHOWN ON THIS PRELIMINARY PLAT ARE LL
REFERENCED TO DATUM (NAVE 88). O
3. PUBLIC UTILITIES SHALL INCLIDE WATER, SEWER, ELECTRIC POWER, NATURAL GAS, TELEPHONE AND Z Z
CABLE TELEVISION. O m �p
4. A PRESSURIZED IRRIGATION iSTEM WILL BE CONSTRUCTED TO CITY OF CALDWELL STANDARDS. THE Q }
PRESSURE IRRIGATION SYSTEM 'HALL BE OWNED AND OPERATED BY THE CITY OF CALDWELL. �_ _I W c) H
Er z
5. IRRIGATION DRAINAGE & PUE_IC UTILITY EASEMENTS WILL BE RESERVED AS FOLLOWS: 0 < - Z:)
10' ADJACENT TO PUBLIC HGHTS-OF-WAY SO >_ Z Z OU
8' ALONG REAR LOT LINE"CO )
6' BETWEEN STRUCTURES C/) _ ¢ W F- Z
12' ADJACENT TO UNPLATEO PROPERTIES z 00 C O
N >-
6. DOMESTIC AND FIRE PROTEC'ON WATER SHALL BE PROVIDED BY CITY OF CALDWELL. J z cd Q
7. SANITARY SEWER COLLECTIOl' SHALL BE PROVIDED BY CITY OF CALDWELL, CALDWELL, IDAHO. SEWER Z J T U
TREATMENT WILL BE BY CITY Of CALDWELL. < w U_ U) J
J
8. IRRIGATION DITCHES, THROU:H THE PROJECT SHALL BE PIPED IN THOSE AREAS WHERE THEY CROSS z 0 _I 0 W
ROAD RIGHT-OF-WAY. Z �-- LU -'S
LLJ U F- 0
9, LANDSCAPED COMMON LOTS \RE LOCATED THROUGHOUT THE DEVELOPMENT, AND ARE IDENTIFIED ON CC w J
THE PLAN. THESE LOTS WILL BL OWNED AND MAINTAINED BY THE HOMEOWNERS !ASSOCIATION. < U) U
10. THE PROPERTY IS CURRENTY ZONED A. SETBACKS AND LOT SIZES WILL BE IN ACCORDANCE WITH Q
THE PROPOSED ZONING.
11. BUILDING SETBACKS AND DI ENSIONAL STANDARDS UBDiVISION SHALL BE IN COMPLIANCE
WITH THE CITY OF CALDWELL STANDARDS FOR THE APPLICABLE ZONE,
12. ANY RE -SUBDIVISION OF Tip PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN
EFFECT TO THE TIME OF THE RI -SUBDIVISION.
13. THE OWNER SHALL COMPLYWITH IDAHO CODE, SECTION 31-3805 OR ITS PROVISIONS THAT MAY 1
APPLY TO IRRIGATION RIGHTS.
14. STORM DRAINAGE, AND CONINUATION OF FLOOD IRRIGATION DITCHES OR DRAINS, SHALL BE PROVIDED
IN ACCORDANCE WITH CURRENI REQUIREMENTS OF THE CITY OF CALDWELL.
CAD FILE: 10-05-17OPPO1
13110J.4- GAL\W-05A70
DRAWING NO.:
DRAWN BY: RL
DESIGN BY: JCH
CHECKED BY: RIAH
SCALE OF SHEET
HOR SCALE: AS SHOWN
VER SCALE: NONE
LAST UPDATED: 04/19/06
SHEET
1
OF 5
f' a
S' ' -- 40. 6' 78, 4' 182.90' 119.62' 74.00' 74. 76.0' 76,0 ' 70.00' 87,91'
174.69' 1 32' 140.5672
c,y i 1 ,485 sq.tt. BLOCK +� , 4;733 sq.ft.
s 52 N 3 54 ri> N \ ; 65 ` 1 u 66 67 0 6$ o , 69 70 71 w. p/Q
a01• \\ N. a> g g o N 8,z7s,sq.ft.
\� '4 - 19.616_ sq.f 10,953 sq.ft, u
N., \ .5q, ` 85.56' 8,88t sq.ft. 8,140 sq.ft. 8,360 sq.ft 8,380 aq,ft. `p557'
1080,30' 'ft.--126jg sq.ft.' 15,781 sq.ft. \���'.\ 7aQ9g. y,` 73.73' 76,0' 78.00' w
77,4
51 ,�'m 11,792 sq.ft. y�
19' o \� 'p 64 a BOUCHAINE STREET
' REVANA COURT o.
56 / 15.8670.00' 70.00' 70.00' 58-no
109.33' \'eys, 12,674 sq.f V 3 o 't6
N Pb o ' 46p.8 4 . N 8,305 sq ft
66 4,, ,A $ �$ ''.1 0' 2 p 3 `. p 5' a 9
t,? 45.20' m •p 36, \sq.ft. 0,761 Bq.ft. '% 8,753 sq.ft. $ q g 866
I 50 48 0 ! m a 357 sq.ft.
., \b i 12,2f15 sq. t. �', .p `57 �\ ''s 'i1`� 63 7J00, sq.ft 7,700 sq.ft. 7,705 /t.
�74,731 sq.ft.,.'rym 49 �:, Y" `� 12.760 aq.ft, s' 00 81.10' \ 70.00' 70.00' 70.00'35.Do'
21.557 sq,ft b 8,382 sq.ft,' 9
I� ` - BLOCK 2 0
13 . T `Y 9 p1'' ' 11 8,077 sq.ft. N• 8 DRAINAGE / OPEN SPACE
47 'i. !y 58 P> do 62 ml 114.14'
I 5.63' 157.E a 12.872 sq.ft, 9� Pp 13,T35 sgf6 '� p7. 109.71' 76.00' 78,0' 76.0' 84;01'
44 173.73' \ 'd*j.:� 09 ,� , 9
^ N ! I •• \ �\ �+I• 0 10. og 11 a 12 0': 13 m
: r. 13,704.. sq. ft. a BT47' 86.2 ' 446. '\ F 8,775 agft48,844 §q.ft.
i �' BLOCK 1 N ` ` f- 61 10,172 sq.ft. 8,360 sq.ft 8,380 sq.ft. 8,3 0 sq.fi.
13, 9 sq.ft. BLOCK 1 a 45 •� 46 59 ��
I : 91,14'' °q •u, cI � � �' 63.76' 76.00' 78.0' 7>;.0' '' 62.45'
= � a 10.451 eq. 15,a44 e1q.ft 7
286 'sq. ft. ^ 1q. 71.0 '
:v 101.9 r6 +1 W W FF
I I s.6T '95.56 136,46' } `J "DLEVENDI DRI S,
I' •� - W w - - 1 5s 0' 62.7s; 70.0' 70:001 70. 0
42 LEVEND' 63'46' ,
I < tp 1 03 7700 sq.ft. 7,700�sq.ft. 7,700s ft 3,908 sq.,
COURT �+ 0� ! 74' 8.5W sq.ft. 9• ft
12,307 aq>ft. 7I1 1¢ rs o 0 0 0 '
• sd2,, 76,00'. 7 00' 76,00 00' 76.00' st.eo' I r z . 33 '. `J ` $ g m
v 10,015 sq.ft. o; 1 2 3 $ 4 5i 2
,6 g 39 3 38 `S 37 g 36 35 a 34 a ;� J nsa, S.aT 70. o' 70.001 7o.orn s1 r
14,523 sq.k. ^ \`^ r ^ yW+ I 7,740 sglt 7,700 sq.ft 7;700 q.ft 8,713 sq.ft.
0:119 sq.ft. .9.120 sq.f� 9;120 sq.tt, 9.t20 s ft. 9.120 sq,fl. 10.672 sq.ft. �_0 ;;; '32 � 1 �e,za1 sq.ft• +BLOCK 3. y I
Q 9;859 sq.ft. 7Nn-
16a.75' 76.0' 76.00' 76,00' 76.00' 76.00' 92.50' 2,OF!' i V I n g o - o o
f �Q�.I rl: 122:26' : 3 10 9 8 $ 7 61
t+- 58.75'. 70.00' 70,0' 70. , 60.35
31 o
NOT A PAf� Cl.10.816 sq.ft. W W 1 W
U
124.47' 8 , 9UINTESSA STR
n ' ' E _
62.85' 70.00' 70,00' 70.00' 86,55'
30 ix 1 2 3 4 5,
- �101518 sq.fl. fii 'a 9.636s_ft: P P P
0.13' 151,54' 167.65' 136.74• :'' q' S 4 $ 8 ro
N - k I 7,700`sq.ft. 7,700 sq.ft. 7,700 sq. ft. 9,2 sgft:,
I I 7 1,912 sq.ft, 11,93i sq.4ig ! 13,508 q.R. w 13107 sq.ft.;' J 95.41'. 70.00' 70,00' 70,0' 85. 0
s0, 10, 11 // ah" 32? 17 3 18 y. II m 29 v
I m `,
" '4 1•y� 10,607 sq:ft. ,� $ LOCK !ti 31:140 aq.ft 'r o <
rn •'p831i tg 7 95 4
e a1,, S,. k 6 0
1O '. 12 1° 16 �4' 111.76• ,.at iIIiAINAGE / OPEN SPACE`
- 2j605 sq.ft. 11.025 A. 1 tj •! 26 Y7
12,280 sq.ft. 12, 7 aq.ft. a ad 19 1, `
\ n of
Lei
9 W.7971 sq.ft. 109.6T r 05.82' 70.00' 70,00 70.00' 80:00'
6 114.97' 111.'09' ' n ,• - .9,386 sq.ft. w
113.86''. J -d \\
` d 86.66' 84.00' 55.40, O 117.05' �' 1 u`, 27 y 7 8 .� 9 ! .. 10 11, 1
\ BD LA ,t o o o
1,0.279 sq.ft s6 yL 10.898 sq.ft\� 7,41' $8,502 dq.fgl,1
o \ O ll1 _ p 10 9,219 eq.k.
d w V i3 0 14 g O I O 20 �'' ,7,700 sq.ft. 7, sq.ft.
r. m 1 ,839 sq.ft. W d d i5J n ' ` '
1, N 10,Oa0 aq.ft' 1131 sq.ft. -p .moo \ ';1 8,601 sq.ft. 55.86' 0' ,00' 70.00` 58.44•
06.3T I ,2D 3$ �' •liu 26 $- 0
o W-� W W
7 W o
1
< o` �•!
z�z N ,� \ tnI ` ' + 11.318 sq.ft. �,
_ �r� �•` 1p1.41' CRISHOLM ROAD
oBLO K 1. L� g W , �.• m• 21s,ad ;. 0 5g ' 84,20' 75.076.00• 61.55'
4 13,19 cart. PECOTA DRIVE 25 $ 1 2 3
,F3 8,622.sq.fL i 4.
46.72' , Saw - 120. -
p 80.00' 80.00' 74.82',t 107+,' mt0,213 sq.ft. o t a •04
` .4ti 1 BLOCK ,1 8 o d
4 g n g' ' ' 4 0 3 $ '2 ^ w 22 :Q '12q $ ' e,360 aqn. e,360 cart. 8.696 aq.ff.
v o
B, 6.942 aq•ft. 0 6,400 sq. 8,388'sq.lt.$ O > "ri3 `j zj 8+.52' 76.00' 76.00'
�W 11„227 aq.ti. 8,401 aq.tt..- ' °: 12,438 haft. O 1 •i $ 8,698 sq-ft._ \
D
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C O L T E R
JARRETT
C R I S H 0 L M
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I •160:69' 80.00' 1 80:00' 80.00' 80.OV 142.20' � 1 , ,1 ,ps.27 BLOCK 5 i
22,354 ---ftJCp 486,69 1 OBI, 9 27,99 aq.iRI 0
t.
5
D/0
08.4r
BLOCK 9
EXISTING WEL I I FM LOT 1 L T 1 FM F �• f W; $ W W W W W '-
CIRRUS DRIVE ) LD -40
! LO'K 12 OT 1 i FM -
I BOCK 14 FM CIIIRUSMDRIVE FM FM
2,70' 98.0' 80.0, 80.00' 1/ 700.0' 807.9
11,389 ag.1f. $ 1 a8.3 aq.ft. w I I : Pi ,
\ 12 55 sq.ft. ,o ,?,� .r4 8 J 1 .,i 78.0,T ' 78.01' \ 78.01' 78.01 78.01', 78.01' 80.01'
6 ``� 4 0 3 0 2 $ N 0 7 i 8 9 101.1> 11 q 12 N BLO
' 'o 17 . 14' ; ; ..174.03 s? 100,00, '. 61l ao o t� N ,n 0• , H
9,510 sq.ft, 8,402 sq.ft. 8,400 aq.ft. - Qj !. $ O o :� '' o L .
I I •a 63�2 66 a6, 64, 80.02'., 80.00' 13.580 sq.ft. fi ��.J '�`.' 1 B40CK 15 N
10,45T'sq./t 0• o W W m 27 m IQ �. 9,804 sq:ft. p: a 8,728.sq. ft. 8,a43g4s5,ft, 7,8388.00'It.,; 7.878.00•f!. 8'027800, BdtMOO'.l^ 8.2178. Oft',• 8.S15.00ft.^
} 7 3e.Dz v1Oi $ Q 1os.ae'', 4 L T 5 _ iN W--
++ SNOWDEN DRIVE +s7,1s' I PAOLETTIW DRIVEVy
'1I!U f09:88' \ 109,00 '` fi'-S��G ,�..�
48.00' 100.00 :.,I
o , 13,160 sq.ft. zo :.�J '' ` 2 0 �96,438 s r1.
•y.. 1y' O W b• 1. .p 74.00' 72.00' 72. ' 72.00' -. 74.00' 75.00'
1 0 o m 9 083 s .ft. \
o$ 2 d 26 3 q g N 3
} vi � $• �'. D/Q ! i� �O 7,770 sq.ft. 7,560 sq.ft. 7,560 s ft. 7,560 sq.it-. 7,770 sq.ft. 8,387 bq.ft.
0
of ;q. 10,60 sq•il. •i0 ^' 8,804 aqa, pJ t, b o b
5e.zs Q LOCK 13 w � 1s1.68' !.� loa,ls' � ,; � ,, c
r. a 3 11,368.sq,it. - 56.00' ¢ o .L `•N 3 `� 4 S g 6 0' 7 S
\ m h ^ $ \ 120.00' ! I•. U I f 05.00' "' 1 ' o o O 5 O o
IL 13045 aq,ft. .o N ^ \120,00'. " }
3= .�' 9 of O' b 12,702 sq.ft. I- / O w & ¢ $7, 88 sq.ft,
r - 10,767. sq.ft. F Z o a ¢ - 3 '! 3 Sb,00'
o 3 o I 25 e 1J� N 10 tj: "' 74,00' ^ 72.00' ^ 72.00' 72.00' ^ 74,00' ^ '80.00' ^ \
9000 sq.ft. o o d 9 6i : 9,519 sq,k. '� d, `° BLOCK 1:8
r.az3&• 132.86' N ry 12 9 9,500 sq.ft, o00 m 1 m Z '' w, I' `* G I '
116.29' -. w .003 sq.ft. n
i O1 I d 12D.00' I 158.86' W �.
13 $ 12 0 11 S 10 0 9. o
a0 F'•1 1ns.00' •$ 1 8.. 14 '8 b L
n 0 120.00' - 13,362 s f L II r+ h m d' d o
0 m J a o! 4. 0. 98 sq.tt. m ! o o o $
�. 12,84 safe w 9862 sq.ft. d 9,638 sq.ft. n 'H 24 go m o 4 w w J ' ( 7,800 q.ft 7,400`. sq.ft. 7,200. sq.ft.. 7,200 sq. 7,200 ./t. 7,400 .ft. 7,987 sq.it.
.'7 td' 1 m '1 "'000 pp
11 co . 1 7 93, O1 + f N >
N1da1a ag.re. so. o' 7a.00 7z. 0 7z. 7z.00,00' 75.00' NJ
123.44' rq ,51,73'_ T W W -
2D. t)' a 1 2,6T J 122.64' r ' �, J
.� 1O `` o I _ I m 13,339 aq.1t ` 10,352 sq.ft. 1O 9ig9 ,r>
� 10,551 soft. rJ I\ 5 n SIGNO E�LO DRIVE. v
�` ' r
I ¢ 1 Is 1 70.9 4 sq,,t m +p > 23 > , .
Z o o+ >, 9 78, 0' 74.00- 72.00' 74.00' 72.00' 4,00' 75.00' O
U , .19 10 r 9.839.sq.lt. O. �W, ` 1 122.51' p to ! W
10g.02 t110 .,3A.6+' \!,.;:r,, ,,ta.39'�eH' ,BLOCK 2 r "� •°n'!. Z 8 3 $ 4 0 '.5 8 $ 7 BL
N ( 13,11 sq.ft.. eye 7 �`.\ '1 \NPOE� W 11,305, aq.ft, 0 1
8,314 sq.ft. m ,. ,�ORP SP PC6 ry 9p,00 m �,1 o $ g s, $ $ $ 8 0
K 1 p 11,282 sq.ft. 1 ,� - , 7,673 sq.ft: LL
m 1 s mW 6 O \ ,., 4y9 8,800 aq,ft. '$_ 1 2 �8.835 s .it 7,200 sq.ft. 7,400 sq.ft. 7,20 sq.ft: 7,a00 q.ft. 7,999 sq.ft, L lr
III .- w� a 10,835 sq.ft. 'PJ• '.�. 11 �, `,Os 22 �, ` u'• ,` '. 1 116.63' '.' N 74.37, 72.00' 74, 0 72.60' .. 7a. i 80.00'
tl I:' \ ,,�q q9 O 9 10 19"� •op• 6a \� \ t1,977 sq.ft. oo oo. 1\o p0 $ 6523
I �s c�6 4fr. \ „ 7+21 2 7 0.
10,852 q.ft. ':. ,�'tp NO',o. OP 3 \ 'moo
7 `tatiti \ a o0
W �9,45g sq,ft: w ti eod ,w
s 3 8 W .l 20
?I 9,546 sq.ft. a3)9a \�'•.
s1920 §g.rt. �, w 1o,7s9 sq.ft.. PUMP STATION
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CAD FILE: 10-05-170_PP05
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DRAWN BY: RL
DESIGN BY: JCH
CHECKED BY: RMH
SCALE OF SHEET
HOR SCALE: AS SHOWN
VERSCALE: NONE
LAST UPDAI ED: 04/19/06
SHEET
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