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IIIIIIIII ?�it 4 holy",4 TAM Q I" Q IAI ova to II&Vol 4 pt I �"LAY!er7o IA M-1,3 I-NNYC Way anon 004, A . IIo -0, Wn- -001 0001 117�IIowl F Nz 0. I C,- --A 1" x nwi*p� - �`IiIIit 0, Von caw:"V`1 �7 NSA 41V Q1 so j P&Q low'40,VIM Yom IIi5,10 9 A y"N ow TVP ii FIIIIIitI11.4 tic :�44"Ov"-Q Alwo IIIIIISip IIIIIII0"I Ell"I -?,'I1,011 lit r tic II
; ! .. MECHANl CAL U 1 ?FE'1Y 5ruri+rn r
If
- OM-6-PIE/ /51,18 OI BTUH INPUT , 136 , ')00 BTUH OUTPUT AT 5EA
cl
y TYPE L
.LEVEL . PRCNIGE w �' O Cikt . . PIMP . EWT � 180° F ; LWT� 2
EQUIVALENT .
_.-__ - ---
_ I _ _—_ _____ �; WN- 1 WATER HEATER i
75 . iMEN IrI1PUT , 75GALLON STDR4GE CAPACITY , ENERGY SAVING
.i PILOT , ALL STEEL BURNER AND DOUBLE DENSITY" INSULATION-
A , O . SMITH " FSG75 ' OR EQUIVALENT .
i
UH_ 1 UNI7 HEATER I
-- 15 . 6MBM CAPACITY WITH 190OF A . W . T . AND 20OF DROP . 9 WATTS ,
I �. '. ' 1 II5/60/ 1 , WIT MOUNTED THERMOSTAT . STERLING ' HS-24'• OR
I1 EQUIVALENT ,
I _
813- 1 BASEBOARD RADIATION 850 $TUM.'LF CAPAC IT'i WITH 190 °F
- - - -- -- r A .W . T . AND 20*F DROP . STERLING ' SFI . ; Ok " OR EQUIl4tiLENT ,
^" Lea• / 'S r _ . ;�}c_, KS- I KICKSPACE HEATER o
1' _ _ 9 , 810 BTUH D1 . 0 EPM AND 200 F EIJT . PRO',Il DE W/ SPEED CCINTROL
' I - - — �— --t ---- -- ` 1 , AND SWITCH KINGSTC14 NKKH- 14 , hill' 10 60 HZ , uK EQUPJALENT .
H-- Z HUMIDIFIER
L
- ' 120 VOLT %60H2i0 . 6 AMP . 0 . 5 GALLCNS EVAPORATIVE CAPACITY PER
- - -- -- t"- 14 C HOUR . PROVIDE W>'HUMIDISTAT AND SACPDLE '/ALVE . REQUIRES l ` : ,
I
i
4W FROM DHW-APR'CAIRE MODEL 360 , OR EQUIVALENT .
P- 1 HUNS PUMP . IOGPM B 16 ' OF HEAD .
.. - _. -Y1 :., 1 i.-• 1 PROTECTION,i2'AND /BRON2E IMPELLER . BELL CY-1D
-� -r rg_--� F` 3• OR EQUI '.'ALENT . IMPELLER . BELL k GOBBET HD
2 . AS- 1 AIR SEPARATOR PACKAGE .
TACO PACKAGE 0492 , 0432- 1 1 ' 44 AIP. SCOOP , 0443
II - -- - D1APH . TANK , AND 0423 HY -VENT , OR EQUIVALENT .
:,L - E' nrt-r ,'.- r I . I
If
It 3 It
It
III4II,I_ It
14 1
1
r.
•
r
1 1
r
Irv. i tUl r_ ter n1PYr, q : ' 9
- teur T ess •n ' r ' I
e,4 . . . -, r r
d i
1
., � E i_ FOR 51ZE�
"7 ,{� — - I TuERMOMeTeti
,� 5EE r' t_ pNS
R
AIIIIF
1 TYPO D 47 VeNT -
..., _I CONT. 0PCK PLAnI
To FixNRS�)
OIe LECTRIC
UNIOW (TYG) ill ; PdT RELIEF - PIPE FULL
"JIZe TO C EAR 9T
: PLOOR OR41N
C r � E FIREWR UE4TCR E
LUbKIC47ED PW (I
VOLVC — -
__ TANK ORgIN M1lWOOe -
j
IRT Leo _ CONNCCTIOI+1
D - 6/4°
Di -4—
t ti
E GAS ,� FIRED
WATER HEATER DETAIL_
I
1
.,a 1
I
1 1
f 12! x. �Io ? . � ,-: � 2 : 0 -, o � -,3 - :e 'o • _ ESL_ - __ _ --, / - � _ _ / + '. - ' -
I
_ 1
1
_ _ _
`_ 1
. lk 1 DENCie
003 1
-- - i69
r— — —�— --
1 . ALL CUIIIAB46 SHALL TIE :1- :" % &^ UHI_E'68 DTIIR'N1tI5C N1fkD.
ALL bePPW {yip 14ADERS NUT OTHFAWME_ LRBFLED kiM1LL 6E .S - -
' I II X 6• .
d. ALL CULLrnWB 3 - d" X 6" AND L.NABEN Si *X.I_ Di:AR UIH@LTLY OPl
FCMINOfiTIUN WALL WITH SILL PLATO '3TD1>l>l:D. A 'dinlPOt11'f COIUMh
kU4%. IS REQUINk4. PiHUVIDh - °• X h" LAXCM FILL HL V4 IAD
M6NDE,R 17k•TiCTlCW6+. Yy4ET1E Ct31.WB1F3 ARE NU'f STIUNN ON f>IJNI.
_ -, - I ♦. ALL UWAM TO C(MUMN C3M4CL;Tl0W. BOTH TOP AND BUT (UM, MIFK L.
uW SIMP"( YYNE (.LUTE CUNNECIMSv IItIL.ESS CIT14ERWISU NOIfED UR 1
- , i . Ira+ _ UTWOWl " ON DEMILS. PWWf 6ED 51JBSTITUT1Ok'-4 11Y I
COM71'RACTflR &1011-L ff vpm,)V1. D DY ENUINtER PRIOR
flWYALLATIUM, A
51 f1.04R EL6VRT 10M-1 "111ONN Af7E AT -fGN 11P PL YNIH.Ih.
Po4f 01 I G. LlD1 Lf (t9 �'�iP WF �Lk Tf I ,N 9 :eiM � LavUl iUp ,
q
FOR UPFEED APPLICATIONS
CONTROL
VnLV E.. - __ nL7eKNA7E ROUTING 6
U
FOfl 9GHE [r1O CO LOCATION
MANUAL 4A VeW74
LE'JOTLI r[M1 PLAN'
CONTICO� V/�I�VE a NION o
I t -� N NC 09URE
I ' i I AO nrr �cn �LE
nOUdTtlJ(5 rlel0u7
, V � � rya eoulr- ueT
j- / f
M117E W nISEC71ON
FLOW TLJ M1U FL000. ( IN NAIL)
CONT, PCIX PL AN9
=__CONY, rCM1 PInN�
-
-- !r`lWA" TO a� n BASEBOARD RADIATION DETAIL
— o ..,
23 NO SCALE
µ Y
CEt1OVALSLJ✓ PAwE_L..7 ox
i
pO0e7I '
I z'a" ;
— -_- —
i ,
- -- - ---- - -
3 - - -
CABINET and UNIT �L,1-SLY
{
I -
- HEATER PIPING DET .
NO SCALE °?ALL VAL/�
$�19 i -_ _• � "*-+{i � - --- , � �wrunlG NnteLo r-�L...
T - _ Eli. OL..� ✓.- I�F.T
LAN � . ccn,PlNATe W
�rta.e�T) Z
e � '
--�- -- _ ONE VALUING
/ DETAIL NO SCALE
- -- --- r -
1 s I
y .
i KICK - SPACE HEATER
1 I PIPING DETAIL NO SCALE
l I _40 �'
_
I �1 � t � *� ✓}E4 14� t i ICI+- —
, .
i
1 78'-10
2'-6 X 2'-6 X 10" I 5'-9 114 12'-5 1 12'-6 12'-5 6'-1 1 1/2 — - -- 1 1 '-2 1/2^_ - ----- — 1 1 '-8 - _----- 11 '-8
FTG. W/ 3- #5 1 ,� --- ..- ---T ._ _ —._ _ _-- __.
EA. WAY `' 2 3/4 (88'-0) I (88'-0) - (88'-0)
r -4--, r- 1�--, (88'-0) r--]--,
I I I I 1 1 I I 1 1
- — - — I-� - --------L-f ,—L------------------ 1-1i`)-i---------------------L ( `,-1-----------------
I i I I I I I I
I I I I 1 1 I I I I I
1(88'-0) -6 X 2'-6 X 10" 2'-6 X 2'-6 X 10" 2'-6 X 2'-6 X 10"
FTG. W/ 3- #5 I FTG. W/ 3- #5 I FTG. W/ 3- #5
o N I S 5 EA. WAY i EA. WAY
i o z
I $
15/1 FTG. STEP WALL STEP
N � ----------------------- ----------- ---------- --,-------------� I I M ,G
ol �i � , i
'------------------ ) [95'-6]-- ------------------------ 2,- ------------1----- ----
2' G. W/ 3- #5 I I I 1 1 ! 2 3/4" ft
EA. WAY 1 I I 1 12 3/4" I I I 3
ao m
1
Ia
I 1 I o
12'-0 12'-0 12'-0 ! I8'-0) _ _ 1 p TYP. (88'-0) j _ - _ O
I S5 (88'-0)I
�}- I------------- - 1- �mi—L— — — — — — — —I -f } •—•-------- — —� i - - n Q
� 1 1 ( (95'-6) � ( ) 1 I I 1� I 1 i-->i ------------ -
95'-6
(89 -0) I _ _ I t- - _J
N I r- , WALL STEP I I )
0 1
1 _ I I 12 2'-6 X 2'-6 X 1O" 2'-6 X 2'-6 X 10" 2'-6 X 2'-6 X 10"
8" 1--------------------1— - ----------------- -�— ----------- — - — I S5 FTG. W/ 3- #5 i FTG. W/ 3- #5 i FTG. W/ 3- #5
0O i 1 I I I I I 1 EA. WAY EA. WAY EA. WAY
1 1 2'-6 X 2'-6 X 10" 2'-6 X 2'-6 X 10" I I 2'-6 X 2'-6 X 1 ' 0
1 1 FTG. W/ 3- #5 I FTG. W/ 3- #5 I [99'-9 3/4]1 1 FTG. - X 5 °
EA. WAY EA. WAY 1 I I EA. Y
1 I SS 1
2'-61 18.. 11 '-6 11 '-6 16" 1 1 8
WALL STEP S5 ._ F.
FTG. STEP- FTG. STEP - 1 I [ ] (88'-0)
I ,, - ------------- ------------------ ___------------- -----------------------------------10 _
4'-0 X 4'-0 X 10" 4 2X6 COL. (95'-6) I L- -
I FTG. W/ 3- #5
WALL STEP I i 1
3'-Ofi I EA. WAY I I 1 _____--- -----------------
_
(95'-6) I I I I 1 I 2'-p
1 r` -"-, --_A I I I I 1 WALL STEP
- -'' RIDGE LINE I - I -l-_------ - --- i I __ i 1 _ T _ _ 1 - I t FTG. STEP 1 I
I --i------ 1------r ----- -----1. I 1 I t °
I ._ I I ------ 1 1 I
t I I I 1 -
I I `- -� 1 I I I I 1 � I 1
I
12 1 1 u� 1001-0 I I I I F
1 8' 1_ 1 6'-6 3/4 1 1 am I 1
S5 11 L------------- 1 1
1 1 1 1 '-2 1/2 I 11 '-3 1 S5 11 '-2 1/2
1 I WALL STEP 4'-0 X 4'-0 X 1 '-0 1 I 99'-6 1 t
1 1 S5 FTG. W/ 7- #5 EA. WAY 1 1 121' 1
------,
99'-9 3/4]1 ____-_---- (95'_9 3/4 _- [99'_9 3 4] I r___ -
1 ---------- -1-------------------------------� I THICKEN SLAB 1 1 I I(94'-6) 1 I I 1 0
(95'-9 3/4)I I -_ 1 24" A11-
TO 10" W/2- 1 a----------- - - - �- -- ----------------- i-J- (94'-6) - - - - - 181 1 `
V---------------------------------, - --------- j--- ---� I #5 CONT. I I I 1 � I � O
j SLABI I I 1 1 BOTTOM I I [99'-9 3/4]
1 I THICKEN SLAB TO STEPI 1 13'-2 t 1 I I � 1
N 1 1 10" W/ 2-#5 CONT. 1� 1 _ I I I 2 -6 X 2 -6 X 1 0 2'-6x2'-6x10"
I I 1 ® BOTTOM 1 1 I 1 1 FTG. W/ 3- 5 i 1 _
Q' 8", TYP. 1 1 SLAB I I 1 1 6� 1 1 I EA. WAY FTG. W/ 3- 5 I r-- -- ILI /
1 STEP 99�_ , 1 99'-p I(94 1 3/4) EA. WAY
1 1 6 �19h 3'-0 X 3'-0 X 10" 1 1 11 '-8 3/4
" 1 FTG. W/ 3 - 5 1 I - 1 '�- I 1
16", TYP. I I # I 1 I 1 I �J
EA. WAY I 1 [99,-6] I 1 8X8 COLUMN --� 1 11 '-6 �- of
r --1-----T-- --� I L------, I 12 6
1 I I 1 I 1 t+ L--WALL STEP I ------ I _ j t z o
I -� I o
1 1 6 , 9 1 6"1 — 1 - - 1 I 1 ! 1 FTG. STEP o
99'-6 1 1 1 SS 1 I 1 F,O I r ��--�_ --, I I ( 1 r-�--, I I I
[99'-6] I 99 -0 1 I o I I 0 1 I I I 1 1(94'-6)
I 1 � ao 8 I 1 N '--- --� � I I 1 I 1 I I I I(94'-6)
1 1 I 1 2, I P� 99'-9 3/4 1 1 FTG. STEP 1 1 --------- - ---F- - - - - 1-------- - � 1 �° It
1 1 [99'-p] WALL STEP 2 11 �'� [ _ ] 1 I 1 1 RIDGE LINE ABOVE 1 I -,
WALL STEP I 1 I-------------- I 1 S5 �� (95' 9 3/4) 1 1 1 1 � I I 1 �� I -- 12
11-------- �1- 1 I
t_____—_
-----�-- r� �� 3' 0 X 3'-0 X 10" I 1 I I 1 1 I 4'-0 X 4'-0 X 10" vI
_ r 1 THI KEN SLAB TO �P FTG. W/ 3 - # 5 1 1 I , 1 ,n I _ ; FTG. W/ 3- #5 1 12r
------ 8" W/ 2 - 5 CONT. ' o EA. WAY I I I -1 EA. WAY ..
I C� BOTTOM �� I I I I I 4'-0 X 4'-0 X 10" -
1 13'-0 6'-4 7' 0 I 1 0 -�'- oo 'k '� I 1 1 I I °
° ° I I I 1 �'� I I 1 I 1 1 FTG. W/ 7- #5 EA. WAY S 1 I I 1-�--
o0 in I I ¢„ 1 1 [99'-6) � i —
I ` I 1 0
I ��
L-------------------0�-- ---- ----1 1 I 2 S5 1
4 I 1 �- -------------------------[98` 1 3/4] (94'-1_3 4) ________________-__�
LIZ---------------
98'-81----4----------� 1 I ALL
CO S5 I I WALL STEP [98'-8] 1 I STEP E-_ --------------------------------------- _________________---,
1 - - —————————————
----------------------- �'- i NOTE
I I � 1
1 _ 1 5 9
1 _________________ ___ -: T I. 9 7'-10 SS o 1 . ELEVATION OF MAIN
`---- ------------- - ----, I I 1 SLAB �� "- 1 I LEVEL OF EAST HALF OF DUPLEX ����++nur►rr��
:T-0 I 1 1 THICKEN SLAB TO
177;1— I 1 I TO BE 1'-8 BELOW O°OpNALD
WALL STEP 1 1 1 ' ; �- 10" W/2-#5 CONT. MAIN LEVEL ELEVATION `1gr�R•ttp••ryaP�,y�
® BOTTOM [97'-10] I � , � OF WEST HALF. *�4 ,�
° I I I �I 97'_4 r----__--_ __--- ----_� I ____ Pl� ..L S�T _P
7 1 I I I I
r
2'-0 S5 18'-0 3'-6 1 1 ! 2 0_
F- SLAB STEP
I I 1 I �,
1
------------- TJ WALL STEP %9�. .•�oNA1.;.•(�Q' •
�ti s<y 1 1 97'-4 \UN. „��� oFr�C�vo���4`
Z- [101 '-O] 1 '-10 97'-0
FTG. STEP I 1 I F� ��O I 1 DATE:
9-19-89
�' 1 --------- ------
9-28-89
4 WALL STEP 3'-2
1 1 S5 1 1 I I
1 I I IolJ I I � � � o I I I I
S5 1 I SCALE 1/4” = 1 '-0
1 1 00
1 I
t--- r--� 1 [98'-0] 00
I
I
---a I 1 r---�
1 1 WALL STEP [97'-0] (94'-1 3/4) WALL STE I I o0
I 1 N
_ SHEET
�.___________________ J FOUNDATION NOTES
1 . ( ) INDICATES TOP OF FOOTING ELEVATION.
2. [ ] INDICATES TOP OF CONCRETE FOUNDATION WALL,
3. ELEVATION 100'-0 = 8558'-0
16'-0 1 '-9 2'-p
4. REINFORCED CMU WALLS OR FOAM FORM WALLS
16'-4 23'-6 7'_p 2'-0 _ 196 _^ _ 1 '_6 MAY BE SUBSTITUTED IN LIEU OF
REINFORCED CONCRETE WALLS. (REINFORCING
?9'-10 _ --_ SHALL BE INCREASED BY 25%)
1/2" ISO, JT.
2X CONT. W/ 5/8" WOOD COLUMN ---
DIA. X 10" A.B. -air---- ' W/ SIMPSON PC
44'-0 0 01%oo•O4 \
#5 CONT. COL. CAP ® TOP
2-1/2" \
2 - #5 CONT. 4" CONC. SLAB-
ON-GRADE ON
4" GRAVEL BED
611
i •�'
4 0 12" O.C. HOR. 5„ RE: PLAN
2"X4" KEYWAY TYP.
C
o O
#5 ® 18" O.C. VERT. ----1 V
12"
2'-0 -- -
2'-0 O
#4 X — SIMPSON HD2
2 - #5 CONT. ® 18 (OR EQUAL) W/ • • • C
5/8" DIA. X5" CD "
MATCH VERT. REINF.
EXP. ANCH. &
r_ cao
?_-5/8" DIAX 4" RE: PLAN REINF.
18 LEGS ALT.SIDES LAG-BOLTS
6 RE: PLAN O orn o
r SECTION 9 SECTION 5
3/4" = 1'-D 3 4' _ - SECTION 1 owo
/ 1 0
3/4" = 1'-0 a d Q
#3 TIE —�-- FLOOR SHEATHING
WOOD COLUMN ---
EXT. STUD WALL
W/ SIMPSON PC WOOD POST
COL. CAP 4 TOP RE: .PLAN
2 X CONT.TREATED --- •
/ _�_ 3" W/5/8"DIA.X10" S SIMPSON LCB
SIMPSON CB --/ 3" A.B. 44'-0 - POST BASE
COL. BASE _
2 - #5 CONT. - Z FLOOR JOIST ON-GRADE
GRA EB-
N- #3 TIE C� 16" - RE:PLAN
n
—cn—
12" DIA PILASTER -- ---`� RE: PLAN #4 4 12" O.C. HOR.
SIMPSON TF _
JOIST HANGER 4" �-
#5 4 18" O.C. VERT. I I
6" 000
----2"X 4"K EYWAY TY P. ----- -- —r
4 - #4 X `r MATCH VERT. REINF.
RE: PLAN 6••
3 1 g LEGS ALT.SIDES --- 2 - #5 CONT. - ---.---
RE: PLAN 6" '
REINF. 16" 16"
RE: PLAN / #5 ��� 1 0 X 6,
EACH WAY CIA
RE: FLAN
SECTION 10 \) n
SECTION 6 SECTION - ��
3/4" = 1'-0 3/4" = 1 '-0
-
--
FLOOR SHEATHING _.p�_R A
._E: PLAN r
STUD WALL -�� 4" SLAB-ON-GRADE -- SLOPES C-- FLOOR SHEATHING 1—
FLOOR JOIST ON 4" GRAVEL BED
RE: PLAN f n
2X CONT. W/ 5/8"- SOLID BLKG, 4 STUD WALL_ -FLOCR JOIST
DIA. X 10" A.B. ALL SUPPORTS `- RE: PLAN
44'-0 \ REQ'D. "' ._ - SOLID BI KG. 4
\� ALL SUPPORTS —�
4" S.O.G. IN/ 1/2" _ #4 W/ 18" LEGS \ REQ'D.
ISO. JOINT � --�'+�2'-0 O.C.
--�-�- 2X. CGNT. W/ 5/8"
-- -- -- -- -- -- --- i 2 - #5 CONT. - - - DIA. X 10" A.B.
A4'-0
t
CONC. FOUND. WALL --- -------- \� #4 4 12" O.C. HOR. -----� i n
RE)NF. RE: SEC. 4/55 CONC. FOUND. WALL_ --- ^ '
2"X4" KEYWAY TYP. -
REINF. RE. SEC. 3/S3 / 111------
TF HANGER
#5 18 O.C. VERT. -
TF HANGER -
STL SHIMS _
GLU-tAM BM
- = RE: PLAN _A
MATCH VERT. REINF. 3 1/2" DEEP BM POCKET
L LEGS ALT.SIDES _-
a • rrr
SECTION 1 1 SECTION__ 7 SECTION 3 ���o
3/411 0
3/4"
---�-- FLOOR SHEATHING
EXT. STUD WALL — 5" SLAB-ON-GRADE �'�,,F0
2X CONT. W/ 5/81, Co�O
- ON 4" GRAVEL BED i�t1e1tu►►►►►
-- � � �
2 X CONT.TREATED ---� ♦. FLOOR SHEATHING DIA. X 10" A.B.
W/5/8"D IA.X 10" 94'-0
EXT. DECKING �-.�„_.__ - - - - .� r
A.B. 44'-0 DATE: 9-19-89
DECK JOISTS 2 - #5 CONT. 9-28-88
_ - FLOOR JOIST RE: PLAN
2 - #5 CONT. -- _ REPLAN 1/2" ISO. JOINT
FLOOR JOIST
#4 4 12" O.C. H0R. � / REPLAN - r
s � #4 � 12" O.C. HCR. �
#5 4 18" O.C. VERT.---,- , - 2"X4" KEYWAY TYP.
_--2"X4„KEYWAY TYP. �-- 3-2 X 8 CONT. • i
3 X 8 LEDGER -- 4 ALL DECKS #5 4 18” O.C. VERT. ---
MATCH VERT. REINF. `_ _ W/ 3/4" DIA. X 8"
LAG-SCREW STUD WALL W/ SHEET
1 g LEGS ALT.SIDES �-'� 2 - #5 CONT. 4 12" 0.C. EXT. SHEATHING
6' / - 2 - #5 CONT. �.._
V) ---- MATCH VERT. REINF.-----J
LEGS ALT.SJDES S ECTI O N 12 11,31,3 6
4
3/4"
i
MEADOW DRIVE (50')
20 10 0 20 40 60
N 25 * 10 '00 *W .185. 00 =4 774' L
SCALE IN FEET
SCALE:I"= 20'
0
N
L INE BEARING DISTANCE
I N 64 '50 'DO"E 60. 00
k
W LOT 4 BLOCK 6 I B CUI�VE DEL TA RADIUS ARC TANGENT CHORD CH. BRG I
e4 f µ
Jo Y } ' 1 90 ,00 ,00" 75. 00 117. 84 75. 00 106. 07 570°1000 E
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r DRIVEWAY
I O o K �� ROOF PEAK (UNDER
ELEV. = 8586.97 CONSTRUCTION)
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CONCRETE
WALL
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1 I hereby certify that this improvement location certificate was prepared
w` for the mortgage lender and the title insurance company, that it is not a
�V land survey plat or improvement survey plat, and that it is not to be relied
77' upon for the establishment of fence, building, or other future improvement
lines. I further certify that the improvements on the above described parcel r
25 �'�0 00 ME 110. 00 on this date, except utility connections, are entirely within the boundaries
I of the parcel, except as shown, that there are no encroachments upon the
described premises by improvements on any adjoining premises, except as
BASIS OF ELEVATION: indicated, and that there is no apparent evidence or sign of any easement °1
MH. 8-80-A-4.3
crossing or burdening any part of said parcel , except as noted.
RIM ELEV. = 8557.57 This certificate does not constitute a title search by Inter-Mountain Engineering
11�EADOVI/ INV. OUT. 49.68' *_o determine ownership or easements of record. For all information regarding
easements, rights-of-way or title of record, Inter-Mountain Engineering
relied upon Final Plat of Bighorn Subdivision Fifth Addition.
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Lloyd Powers
Registered Land Surveyor No. 13901
Oats Rw as l on
ceso No 9T �ia#er- tsun�aal� Ong :er
09x0 NOTTSN9MAM AoAa
4/A/9D .ADDED ADOMMAL f7CJ F P AVON.COL0.618BO s � 5420 VAt�sr0ZTS
(903)see-xra � eel'11�gLLtL tAwai
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_ - (MPROVEWNT LOCATION CE C4TE
' 8921C�S
NOTICE: According to Colorado law you must commence �rT,�_ -�^Or LOT 4 BLOCK 6 -
any legal action based upon any defect in this survey ';, s /13�� _ TV 4fll/90
1 W
within three years after you first discover such defect. ,�, BIGHOfd'Fl SUBDIVISION FIFTH AUD/TtC�1/, f> c
In no event, may any action based upon any defect in L.(ryp TOWN OF' VAIL, 20
this survey be commenced more than ten years from alow
the date of certification shown hereon. 24/ � EAGLE COUNTY, COLORADO