HomeMy WebLinkAboutPreliminary Plat V1APPROVED
)r ::
06M 3122
CURVE TABLE
R.O.S. INST. No. 107148189
CURVE
ARC LENGTH
DELTA ANGLE
RADIUS
CHORD LENGTH
CHORD BEARING
DELTA ANGLE (R)
CHORD BEARING (R)
Cl
248.25'
16o35'34"
857.22'
247.38'
S 13o22'27" E
1695'34"
S 13o48'17" E
C2
3.03'
00-34'00"
305.45'
3.03'
S 5-21'44" E
18°35'34"
S 14o48'17" E
PRELIMINARY PLAT FOR
TIMBERLINE SUBDIVISION NORTH
A PARCEL OF LAND LOCATED IN THE NW 1/4 OF OF THE NE 1/4 OF
SECTION 25, T.3N., R1W, B.M., CITY OF MERIDIAN, ADA COUNTY, IDAHO
2022
S 89-22'15" E (R) S 21 o4O'l4" E 12.91'
- - o - - S 89o48'05" E o _ _852.49' _ _ S 22°06'04" E (R)
o / 200.00' z 3 200.00' WEST VICTORY ROAD l 452.49' z
3 T
EP-- -wN -m-- - - --EP_- - -- - - - - - -- - -- - - -- EP -= ---
~� _ 01 ------ --- --
i
FUTURE
ROUND -A -BOUT \
RIGHT OF WAY
\
OF-
¢
w23' \ � � _
11,
- gq'
40
3
ft
315,
329'
Q,tiO
69' _ -1
F- - 69' - -
72'
BLOCK 2
1
1
1
35
((
`
\ '�
7,36
37
73080
39
.3
y
5'q ft
(
sq ft o
7,050
sq ft
-
2
sq ft
-
J
^ 7,050
It
-
\
2690
sq
L
A
>g> v
i
o 34
J
L -
-I
- I-
- �\
F_
8,172
sq It
14 L - - - - -
L
-- - - 117'Z. --
\
I
\
33
2692 7,302
sq ft
2p
P
_
N
M
L
- - _ _
_ _
Zz
F
- - 140- _
- - 1
INi
32
7,300
sq ft
-
--
F
- - - 140' ----,
to
26
9
23.5'
A 31
N
7,300
16.5
sq ft
L
- - - -
-
R2p,
140' -
CO
0
-
N
30
7,314-
sq ft
R48.S,
L
- - --
115' ---�
WW
co �
BLOCK 2
\
p a
-
o
6 29
\
0 0
26M 10,108
V -
Z Z
sq ft
\
W 128.00'
yd
S 84°44'29"
0
S 61 °3457" W 24.12'
S 61009'07" W (R)
R/W
I- w-W. CON
16 \ In S
DR -
920,
IF
z
3 4
7 L__-
9,134
sq ft
I
L - 68'
62' - - 60' -
0
60'
-r_ 71'
\
20' zo'
BLOCK 3zo
1
01
\ 6,642 o
ft
2
6,627 3
sq ft 7,862
1
\
1 4 ry
N
sq
.�
sq It
-
8,489
O
COMMON LOT
.�.
sq ft
a 5 r'
964 sq ft
COMMON LOT
d\ \ BLOCK 4
ro
N
10,060 sq ft Q
44'
J
6S'rIN
s
u;
ss
\
-T-
60'
a,
71'
/
23'
40 0 20 40 80
SCALE IN FEET
1"=40'
-52
1 �
n
6
10,076 �
sq It
)
I
1 86'
iu 109,
T/
- � W I W � w
7
25 24 ;O / 9
8,330 COMMON LOT
a sq ft 8,172 sq ft _ __ A 67,
_i I 41 L 77'
EL I
130' 17
16
~ -- 130' ---� r------- I rn 8gft r' 8,q 00 o -�--
j 0- s o 25 2'
vi fit
26 N w ! 1a' 1s'
-
8,083
-
1D
23
NU L.ry
ZI
!
sq ft
8,120
\
15M
23.5'
sq ft
O
N
S,q O�
14
7,619 Im
1 BLOCK 2
>
sq It
L - -
- - -
- - J
L -
Cl)
L
- 71' -
L -
- 73'
16.5'
- - -
- - -
23.5'
23.5'
r
- - -
- 143'--
---
/
-
130' -
-- -
(- - - 130' __
- - �
lo
I^I
(i2p
16.5'
16.5'
-
27
22
8,60T
tiU
L
'
L
71627
_
8,189
_
r�
q
- 64'
-
- - - 69'
sq It
q ft
\
133,
2694
- -1
L - - - - -
- - L
h'2p,
143'
N
rV<O N
-
- - Jos -
-
126'
R'1,0
--
- -
- --
C
o
/ 4'0
�-
_ - - - -
- - -
\
BLOCK 2
8,300
i
sq It
)
�
/
\
19
8,400
-
-
S 89o2O'43" E 144.61'
- -
-
28
sq It
10,135
_
_ 21
(
/
A
0/
sq ft
w
w 10,830
I
m
I
s It
q
��
- -
I
L -
-
- 117-
- -
-
h
G]
m
m
mm
G
m
18 m Ca ca
6,895
sq It
I
CDN,
� or BLOCK 1 10
w w 17
6,518
a� sq It m
A
r- S 89o22'15i' E 106.58' -
�d��
- -- --- I
--- _�
26gs -----
- - 153'
I
L _
15,
�k
- - - -
-�
I
EE,
SITE DATA
1. PROJECT LOCATION: MERIDIAN IDAHO
_ -
N 88°08'13" W 183.15'
136' - - , �ti lo0oa
2
1 10)
I
2. PROJECT ZONE CLASSIFICATION: R8 - MINIMUM LOT SIZE: 5,445 sq ft
9 sq ft
N�88 2553" o\
o
3. PROJECT ELEVATIONS ARE BASED FROM NAVD 88 DATUM
w -
4. PROJECT AREA: 9.80 ACRES (426,888 sq ft)
13
2%
CONCRETE SIDEWALK' /
(PER ACHD SUP.
.5" OF ASPHALT PAVEMENT
2.5" OF ASPHALT PAVEMENT
DWG. SD-709) 4" OF 3/" NMNUS PIT RUN 14" OF 6" MINUS PIT RUN
US AGGREGATE � 4" OF 3/4" MINUS AGGREGATE -
I
6" VERTICAL CURB &GUTTERJ 14" 4OFMI6'
(PER ISPWC SD-701) 6" VERTICAL CURB & GUTTER
(PER ISPWC SD-701)
ENTRY ROAD 65' RIGHT-OF-WAY
S, VOLUNTEER PLACE
V=10'
COMMON LOTS
BLOCK LOT SQUARE USABLE OPEN SPACE
FOOTAGE SQUARE FOOTAGE
1 1 12,418 12,418
1 7 23,251 23,251
1 8 8,661 0
1 9 16,135 16,135
2 24 8,172 8,172
2 40 11,183 5,591.5
3 5 10,060 10,060
3 7 9,134 4,567
5 1 964 0
TOTAL 80,194.5
42
752T - - 5. REQUIRED OPEN SPACE (426,888x10 0) - ,688.8 sq t
lls 6. NUMBER OF RESIDENTIAL LOTS: 33
7. PROPOSED EASEMENTS: SUBDIVISION BOUNDARY: 10.0 FEET, ALONG STREET FRONTAGE: 10.0 FEET, SIDE LOT LINES:
R/w R/w 10.0' CENTERED ON LOT LINE
o' 2.0' 50.0' 8. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME
25.0' 25.0' OF THE RE -SUBDIVISION
C 9. BUILDING SETBACKS ALONG WITH DIMENSIONAL STANDARDS FOR THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH
16.0' 16 0' o' 5 0' z.o' THE APPLICABLE CITY OF MERIDIAN ZONING STANDARDS.
7
CONCRETE SIDEWALK ?2%
10. SANITARY SEWER AND WATER SYSTEMS SHALL BE PROVIDED BY THE CITY OF MERIDIAN.
-� 11. ALL STORM WATER FACILITIES SHALL BE CONSTRUCTED PER ACHD POLICY. SEEPAGE BEDS AND/OR STORM WATER
(PER ACHD SUP. RETENTION PONDS SHALL BE UTILIZED IN THIS PROJECT. SEEPAGE BEDS WILL BE PLACED WITHIN THE ROAD
DWG SD-709) CONCRETE SIDEWA25"
LK OF ASPHALT PAVEMENT 3" ROLLED CURB & GUTTER RIGHT-OF-WAY AND/OR COMMON AREAS. RETENTION PONDS WILL BE CONSTRUCTED IN COMMON AREAS.
6' VERTICAL CURB & GUTTER
(PER ACHD SUP. PER ISPWC SD-702
(PER ISPWC SD-701) DWG SD-709) 4" OF 3/4" MINUS AGGREGATE 12. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHTTO FARM ACT, WHICH STATES:
14" OF 6" MINUS PIT RUN CONCRETE SIDEWALK AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF NOT A NUISANCE - EXCEPTION. NO
3" ROLLED CURB & GUTTER (PER ACHD SUP.
(PER ISPWC SD-702) nm m n nm. , n iDA& SD-709) AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,
\L R/W
37.0'
0'
iZ0' 3.0' 10.0' LI
BORROW DITCH
VARIES 1.0ACHD
SIDEWALK'
VARIES 1-4% EASEMENT
3 OF ASPHALT PAVEMENT CONCRETE SIDEWALK
4" OF 3/4" MINUS AGGREGATE (PER ACHD SUP.
26" OF 6" MINUS PIT RUN GRAVEL SHOULDER DWG. SD-709)
VICTORY ROAD
STREET SECTION
r=10,
S. GRENZE AVE
r =1a
PEW R/W
47 0'
23. 5' 1 23.5'
C/L 2.0'
do
5.0' 20 14.5' 14 E' 2.0' S.0'
2% 2% \\
CONCRETE SIDEWALK 2.5" OF ASPHALT PAVEMENT 3" ROLLED CURB & GUTTERS
(PER ACHD SUP_ (PER ISPWC SD-702)
DWG. SD-709) 4" OF 3/4" MINUS AGGREGATE
14" OF 6" MINUS PIT RUN CONCRETE SIDEWALK
3" ROLLED CURB & GUTTER (PER ACHD SUP.
(PER ISPWC SO-702) DWG. SD-709)
33.0' STREET SECTION 50' RIGHT-OF-WAY
W. CONTENDER DR.. S. VOLUNTEER PL.. S. HUMILITY Pl,.
1"=10'
PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES
AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION
FEMA NOTE WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT
THIS PARCEL LIES WITHIN ZONE X: APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL
PER MAP NO. 16001CO234H, OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF.
EFFECTIVE DATE 2/19/2003. 13. PRESSURE IRRIGATION SHALL BE PROVIDED PER IDAHO CODE, SECTION 31-3805
ZONE X: AREA OF MINIMAL
FLOOD HAZARD
0
Q
O
� O
Q
� O
Q �
z
O 0
VV) Ai0
v; Fo9 �
Gc5 V).
W. VICTORY ROAD
CANAL
S
Z�
W. TALL PRAIRIE DRIVE
' PROJECT SITE
W. HARRIS STREET
W
S
VICINITY MAP
I"= 800'
LEGEND
PROPERTY BOUNDARY LINE
EXISTING DEED OR LOT LINE
PROPOSED LOT LINE
EXISTING RIGHT OF WAY
SECTIONAL LINE
CENTERLINE
EXISTING EASEMENT
PROPOSED EASEMENT
EXISTING BUILDING
EXISTING EDGE OF CONCRETE
EXISTING EDGE OF GRAVEL
EXISTING 12" WATER LINE
PROPOSED 8" WATER LINE
EXISTING SEWER LINE
PROPOSED SEWER LINE
EXISTING OVERHEAD POWER
EXISTING TOP OF BANK
EXISTING GRADE BREAK
EXISTING TOE OF SLOPE
EXISTING CHAIN LINK FENCE
EXISTING WOOD FENCE
EXISTING WIRE FENCE
EXISTING CONTOUR LINE
EXISTING DRAINAGE PIPE
EXISTING SEWER MANHOLE
PROPOSED SEWER MANHOLE
42
752T - - 5. REQUIRED OPEN SPACE (426,888x10 0) - ,688.8 sq t
lls 6. NUMBER OF RESIDENTIAL LOTS: 33
7. PROPOSED EASEMENTS: SUBDIVISION BOUNDARY: 10.0 FEET, ALONG STREET FRONTAGE: 10.0 FEET, SIDE LOT LINES:
R/w R/w 10.0' CENTERED ON LOT LINE
o' 2.0' 50.0' 8. ANY RE -SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN EFFECT AT THE TIME
25.0' 25.0' OF THE RE -SUBDIVISION
C 9. BUILDING SETBACKS ALONG WITH DIMENSIONAL STANDARDS FOR THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH
16.0' 16 0' o' 5 0' z.o' THE APPLICABLE CITY OF MERIDIAN ZONING STANDARDS.
7
CONCRETE SIDEWALK ?2%
10. SANITARY SEWER AND WATER SYSTEMS SHALL BE PROVIDED BY THE CITY OF MERIDIAN.
-� 11. ALL STORM WATER FACILITIES SHALL BE CONSTRUCTED PER ACHD POLICY. SEEPAGE BEDS AND/OR STORM WATER
(PER ACHD SUP. RETENTION PONDS SHALL BE UTILIZED IN THIS PROJECT. SEEPAGE BEDS WILL BE PLACED WITHIN THE ROAD
DWG SD-709) CONCRETE SIDEWA25"
LK OF ASPHALT PAVEMENT 3" ROLLED CURB & GUTTER RIGHT-OF-WAY AND/OR COMMON AREAS. RETENTION PONDS WILL BE CONSTRUCTED IN COMMON AREAS.
6' VERTICAL CURB & GUTTER
(PER ACHD SUP. PER ISPWC SD-702
(PER ISPWC SD-701) DWG SD-709) 4" OF 3/4" MINUS AGGREGATE 12. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, RIGHTTO FARM ACT, WHICH STATES:
14" OF 6" MINUS PIT RUN CONCRETE SIDEWALK AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF NOT A NUISANCE - EXCEPTION. NO
3" ROLLED CURB & GUTTER (PER ACHD SUP.
(PER ISPWC SD-702) nm m n nm. , n iDA& SD-709) AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE,
\L R/W
37.0'
0'
iZ0' 3.0' 10.0' LI
BORROW DITCH
VARIES 1.0ACHD
SIDEWALK'
VARIES 1-4% EASEMENT
3 OF ASPHALT PAVEMENT CONCRETE SIDEWALK
4" OF 3/4" MINUS AGGREGATE (PER ACHD SUP.
26" OF 6" MINUS PIT RUN GRAVEL SHOULDER DWG. SD-709)
VICTORY ROAD
STREET SECTION
r=10,
S. GRENZE AVE
r =1a
PEW R/W
47 0'
23. 5' 1 23.5'
C/L 2.0'
do
5.0' 20 14.5' 14 E' 2.0' S.0'
2% 2% \\
CONCRETE SIDEWALK 2.5" OF ASPHALT PAVEMENT 3" ROLLED CURB & GUTTERS
(PER ACHD SUP_ (PER ISPWC SD-702)
DWG. SD-709) 4" OF 3/4" MINUS AGGREGATE
14" OF 6" MINUS PIT RUN CONCRETE SIDEWALK
3" ROLLED CURB & GUTTER (PER ACHD SUP.
(PER ISPWC SO-702) DWG. SD-709)
33.0' STREET SECTION 50' RIGHT-OF-WAY
W. CONTENDER DR.. S. VOLUNTEER PL.. S. HUMILITY Pl,.
1"=10'
PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES
AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION
FEMA NOTE WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT
THIS PARCEL LIES WITHIN ZONE X: APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL
PER MAP NO. 16001CO234H, OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF.
EFFECTIVE DATE 2/19/2003. 13. PRESSURE IRRIGATION SHALL BE PROVIDED PER IDAHO CODE, SECTION 31-3805
ZONE X: AREA OF MINIMAL
FLOOD HAZARD
0
Q
O
� O
Q
� O
Q �
z
O 0
VV) Ai0
v; Fo9 �
Gc5 V).
W. VICTORY ROAD
CANAL
S
Z�
W. TALL PRAIRIE DRIVE
' PROJECT SITE
W. HARRIS STREET
W
S
VICINITY MAP
I"= 800'
LEGEND
PROPERTY BOUNDARY LINE
EXISTING DEED OR LOT LINE
PROPOSED LOT LINE
EXISTING RIGHT OF WAY
SECTIONAL LINE
CENTERLINE
EXISTING EASEMENT
PROPOSED EASEMENT
EXISTING BUILDING
EXISTING EDGE OF CONCRETE
EXISTING EDGE OF GRAVEL
EXISTING 12" WATER LINE
PROPOSED 8" WATER LINE
EXISTING SEWER LINE
PROPOSED SEWER LINE
EXISTING OVERHEAD POWER
EXISTING TOP OF BANK
EXISTING GRADE BREAK
EXISTING TOE OF SLOPE
EXISTING CHAIN LINK FENCE
EXISTING WOOD FENCE
EXISTING WIRE FENCE
EXISTING CONTOUR LINE
EXISTING DRAINAGE PIPE
EXISTING SEWER MANHOLE
PROPOSED SEWER MANHOLE
EXISTING WATER MANHOLE
EXISTING FIRE HYDRANT
PROPOSED FIRE HYDRANT
EXISTING WATER VALVE
0
PROPOSED WATER VALVE
EXISTING WELL
EXISTING PRESSURE IRRIGATION VALVE
EXISTING STORM MANHOLE
EXISTING STORM DRAIN CATCH BASIN
EXISTING UTILITY POLE
EXISTING POLE ANCHOR
EXISTING ELECTRICAL BOX
EXISTING LIGHT POLE
PROPOSED STREETLIGHT
EXISTING TELEPHONE RISER
EXISTING TELEPHONE MANHOLE
EXISTING TELEPHONE JUNCTION BOX
EXISTING MAILBOX
EXISTING SIGN
Q
FOUND 518" REBAR AS NOTED
O
FOUND 112" REBAR AS NOTED
I°
CALCULATED POINT
(R)
RECORD INFORMATION PER R.O.S. INST. No. 107148189
0 CALL BEFORE YOU DIG!
CALL DIGLINE INC.
PRIOR TO COMMENCING
�ow.nutsbeloYv UNDERGROUND WORK
Cell bebwe Wudig. 208-342-1585
TBM #1
5/8" REBAR W/ILLEGIBLE CAP LAND PLANNER DEVELOPER LAND SURVEYOR CIVIL ENGINEER
ELEV:2690.18' PENELOPE CONSTANTIKES BAILEY INVESTMENTS, LLC JEFF BEAGLEY, PLS JIM E. COSLETT P.E.
TBM#2 RILEY PLANNING SERVICES MARK BAILEY SAWTOOTH LAND SURVEYING ROCK SOLID CIVIL LLC
5/8" REBAR W/ PLASTIC CAP "PLS 11334" P.O. BOX 405 13501 51st AVE NE, 2030 S WASHINGTON AVE 270 N. 27TH STREET
ELEV:2686.85' BOISE, ID. 83701 MARYSVILLE, WA. 98271 EMMETT, ID. 83617 BOISE, ID. 83702
TBM#3 (208) 908-1609
5/8" REBAR W/ PLASTIC CAP "PLS 972" (208) 789-4064 (208) 398-8104 (208) 342-3277
0
0
z0
LD O a O
O � O w LLF Q
z w O N
W w O L
0 r CD a 0
0 w a w
z O w
z O z
Q Q = w w
w 0 Q
El" Lj
H W O J
z O U L U J
(-D O W j J W
a- U
Q z o w U
� W W J
z 0 O = O
�Qo ��
O a_ \ ON 0 U
w a w CD 0 0
= O O U I
w =O1-0 ~ w
w z a C z O
2
O
Z
L O J
d
m
0 Z
� Q Z_
U)
Z LJJ L u
J � �
LLl
00
G
Project No. RSC 17-86
Drawn By: JEC
Date: February 24, 2022
Sheet No.
1
1 of 1