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`\ PRELIMINARY PLAT SHOWING N
\ \ N
P/L P�L \ 0 50' 100'
20'- ASCENT SUBDIVISION � E
`\ o
10'-0" 10'-0'° � \ � SCALE 1" = 50' �
c�j 20.00, \\ A PARCEL OF LAND BEING LOCATED IN THE SE s oo? z
3' 8 —° 9 —° , MPx \\ \\ 1 /4 OF THE SW 1 /4 OF SECTION 10,
S�OPFgX CUT 2,
SLOPE 2.00% SLOPE 2.00% PE
Sao \ T. 3N . , R . 1 W. , B . M . , ADA COUNTY, IDAHO Q
F'`` MqX CUT MARCH 2O20 w
S 14" - PIT RUN — 1 � `\ (.•.�r'S� � \
z
3/4" MINUS 1 FT RIBBON CURB w \ \ STORM DRAIN FACILITY =
STANDARD ROLLED CURB & GUTTER CRUSHED GRAVEL v \ \\ W PINE AVE
i.
PER ISPWC AND ACHD I PURDAM STUB
SUPPLEMENTAL DRAWING SD-702 2-1/2" ASPHALT PAVEMENT O \\ \�\ \\ DRAIN
BLOCK 1 =-
20 FT PUBLIC ALLEY/PRIVATE DRIVE SECTION 1 m 0 \ DRAIN RELOCATION
- NTS -
O \ PROJECT LOCATION v
` V
P�CHD ISIDEALK \
\\\ z CD CD
EASEMENT \ W FRANKLIN ST
EASEMENT ROW ROW EASEMENT
0
37 -0 \\ s�A1 \IN, STORM DRAIN FACILITY
33'-0" - - - - - - - F IN w m
2'-0"y{ 16'-6" 16'-6" I► 2'-0" CDo_ I m "N ?��� \ O Q
o W SKI HILL ST \ \ \
LL
8'-p„ 8'-0» 1 �7 rn \14'-6" 14'-6" coo 0 \ \ w w W
\ a W
W
S�OPEgX CUT 2'-0" C0
I � 1
SLOPE 2.00% SLOPE 2.00%
x F\�� --------------: 4 LOIN' \ mcn
N
MP Fig X C O \
UT 1 w t 1 lI2550 \ \ PURDAM STUBa Q
4" - 3/4" MINUS 2 1/2" ASPHALT I BLOCK 3 O I DRAIN
CRUSHED GRAVEL PAVEMENT �\
STANDARD ROLLED CURB & GUTTER 14" O
PIT RUN _
PER ISPWC AND ACHD 4 1 0 o w _
SUPPLEMENTAL DRAWING SD-702 CONCRETE SIDEWALK PER ISPWC j o a "' �(V TOMAHAWK ST
AND ACHD SUPPLEMENTAL DRAWING V I -
SD-709 I 0,1 O �\ `Tiz \\ I-84
w l r I R26 1 \
TYPICAL 37FT ROW SECTION 0) Qs 0 \
- NTS - 't � I BLOCK 4 2 \
z 01 1 O \ \\\ VICINITY MAP
NOT TO SCALE
z
G) < I I 0 I \ \\
H ACHD SIDEWALK—� Z LOCK 5 \
EASEMENT ` \\
20.0 ' O ��ACHD SIDEWALK O \ \
ROW ROW I cv 1
m EASEMENT \ Q
47'-0" I C-) OI I \ PRELIMINARY DEVELOPMENT FEATURES
33'-0" I m 10I u I 6 2 0-
II Q I 0 IN,
2 FT FLAT LANDING 11 11 7.0 ' O \ \ TOTAL ACRES.............................................. 4.55 AC
5'-0" 16'-6" 16'-6" 5'-p'° 7 \ TOTAL LOTS................................................. 55
2 FT FLAT LANDING BEHIND SIDEWALK 1 I I COMMON AND OPEN SPACE LOTS.............. 12
BEHIND SIDEWALK 3,0 ' \
14'-6" 14'-6" I I 1 \ \ BUILDABLE LOTS.......................................... 43
TEMPORARY ACCESS LOT............................ 1
\ AVERAGE BLDG. LOT SIZE........................... 2,572 SF
MqX MPX CO 4 20.00 \ DENSITY........................................................ 8.65 UNITS/ACRE
S4 CUT SLOPE 2.00% SLOPE 2.00% �'\ w 13 CHILD PLAY PROPOSED ZONING...................................... R-15
CpF �-- -� SCOPE I O
9 TOTAL OPEN SPACE..................................... 44,896 SF (20.74%)
3. _ AREA/ PARK 48%852 SF 24 11 QU ............................... , ( . )
F14 MqX CUT 1 �' N J J II OPEN SPACE ALIFIED OPEN SPACE W
2.5" ASPHALT 14" OF 6" CONCRETE SIDEWALK PER jj I1 I� BLOCK 3 14 LOCK 4 ��
PG 58-28 MINUS PIT RUN ISPWC AND ACHD m m lI_ EL
EXTEND BASE MATERIALS SUPPLEMENTAL SD-709 m N O �I
6" BEHIND CURB (TYP) (TYP) G� 15 I 11 00
00
4" OF 3/4" MINUS STANDARD ROLLED CURB & GUTTER---,/
NOTES
CRUSHED GRAVEL PER ISPWC & ACHD SUPPLEMENTAL I I 3O 4 Ir j
DRAWING SD-702 16 I 12 O
— i
47' TYPICAL ROW SECTION R28 I �� N 1. MERIDIAN CITY WATER AND SEWER SHALL BE EXTENDED TO ALL LOTS.
- NTS - �ti� 17 Ion 13 ��0 M 2. ALL LOT SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET o
w — — — — — — N LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE TEN 10 (TEN) FEET ADJANCENT TO
ANY PUBLIC STREET, EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 3 (THREE) i
p p2� FOOT PUBLIC UTILITY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT m
1 o o M LINE NOT ADJACENT TO A PUBLIC STREET.
M C, o
M o0 0 1
s SW_CHAIR LIFT ST 3. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE
S STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING Cc
PERMIT. N 0 0
PAL 37'-0„ PAL — — — — — — — — o I — — — — — — — — — — — — — 4. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO THE SITE FROM z N o
5.00 EXTENSION OF EXISTING SYSTEM ON ADJACENT PROPERTY. THE SUBDIVISION WILL BE - o o z
25'-0" SUBJECT TO ASSESSMENTS OF THE NAMPA AND MERIDIAN IRRIGATION DISTRICT. Q wT cv w
ACHD SIDEWALK z c~n (D Z Y o Q N
EASE ENT 5. STORM DRAINAGE SHALL BE COLLECTED AND TREATED ON SITE BEFORE
1 FT FLAT LANDING DISCHARGING TO THE PURDEM GULCH DRAIN AT PREDEVELOPMENT DISCHARGE RATE. W CD a � � o x
1 FT FLAT LANDING 5'-0" 12'-6" 12'-6" 5'-0" BEHIND SIDEWALK I o
STORM DRAIN SYSTEM TO BE REVIEWED AND APPROVED BY NAMPA MERIDIAN IRRIGATION
BEHIND SIDEWALK BLOCK 6 BLOCK 6 hL DISTRICT AND THE CITY OF MERIDIAN. V m o
12'-0" 12'-O" ti5 m o
EXISTING 5 Le 13 12 11 10 9 8 7 6 50 3 2 O 6. LOT 9, BLOCK 6 IS DESIGNATED AS A TEMPORARY ACCESS LOTS. LOT 9, BLOCK z
3.� MqX SIDE K 2 6 WILL BE HAVE BOLLARDS INSTALLED IN THE PAVEMENT AND WILL BE CONVERTED TO v w
S4OPF SLOPE TO BE S TO N S\�P� - el I II �I PEDESTRIAN AND FIRE ACCESS-ONLY ONCE THE PROPERTY TO THE NORTH (NEWKIRK, � = Q J �_
— — — EXISTING 5FT
LO
GLENN FAMILY TRUST) DEVELOPS.
— o — — — — — — SIDEWALK
2553— SRO NA L
N89'15'34"W 366.65'
2.5" ASPHALT 14" OF 6"J CONCRETE SIDEWALK PER -2553_ 2553 —NO , „ �5 GISTE •Gl
EXTEND BASE MATERIALS PG 58-28 MINUS PIT RUN ISPWC AND ACHD 1897`2264.09' 1 ��, 33.88 24 E-W
SUPPLEMENTAL SD-709 — 8 .4 _ _ EXISTING CURB 33.88'
6" BEHIND CURB (TYP) (TYP) EXISTINN -10 WIDE _ AND GUTTER — - N89'15'34"W 366.65 — _ —
_ EXISTING URB
4" OF 3/4' MINUS STANDARD VERTICAL CURB AND NO _ PLANTER STRIP AND 2554 ��- �� AND GUTTER PLANNER ENGINEER OWNER / DEVELOPER SURVEYOR 9412
CRUSHED GRAVEL GUTTER PER ISPWC & ACHD BARROW niTru — I— _ — — —
EXISTING 10' WIDE _ 06/01/20
SUPPLEMENTAL DRAWING SD-701A W FRANKLIN ROAD 2555 PLANTER STRIP AND SCHULTZ DEVELOPMENT CK-ENGINEERING T&M HOLDINGS LLC ST�9T PSG
O SS 2554 -SS O _64RROW DITCH IDAHO SURVEY GROUP cy E OF
TEMPORARY ENTRANCE SECTION (NO PARKING EITHER SIDE) SS— MATT SCHULTZ CHAD KINKELA, P.E. DOUG McMASTER GREG CARTER, P.L.S. S. KIND
- NTS - P.O. BOX 1115 1300 E. STATE ST. P.O. BOX 2640 1450 E. WATERTOWER ST.
MERIDIAN, IDAHO 83680 SUITE 102 EAGLE, ID 83616 SUITE 130
208-880-1695 EAGLE, ID 83616 208-941-5709 MERIDIAN, ID 83642 SHEET
208-846-8570
208-639-1992 c 1 ■ O
S89'15'34"E 2640.54'
Lo
00
\ m
PRELIMINARY PLAT SHOWING N PRELIMINARY DEVELOPMENT FEATURES N
WROUGHTON ELLIS M & K .r
M TRUST 4260 W \ TOTAL ACRES.............................................. 4.97 AC
FRANKLIN RD ` `
MERIDIAN 83642 \ ASCENT SUBDIVISION w E TOTAL LOTS................................................. 55
I PARCEL # S1210346740 I \ � \ COMMON AND OPEN SPACE LOTS.............. 12 �
BUILDABLE LOTS.......................................... 43
TEMPORARY ACCESS LOT............................ 1
20 po\ N `\ A PARCEL O F LAND BEING L O C A T E D I N THE S E S AVERAGE BLDG. LOT SIZE. 2,572 SF 00
\ DENSITY........................................................ 8.65 UNITS/ACRE 1 Z
\ 1 /4 OF THE SW 1 /4 OF SECTION 10, PROPOSED ZONING...................................... R-15 0
TOTAL OPEN SPACE.....................................
\ \\ 44,896 SF (20.74%) cn
T. 3N . , R . 1W. , B . M . , ADA COUNTY, IDAHO
W
MARCH 2O20 w
0 50' 100' Z
\\ `\ NEWKIRK GLENN FAMILY TRUST SCALE 1 = 50 NOTES Q
O S2 \ \ 4250 W FRANKLIN RD
MERIDIAN , ID 83642
0 BLOCK 1 `\ PARCEL # S1210346801 1. MERIDIAN CITY WATER AND SEWER SHALL BE EXTENDED TO ALL LOTS. J
Q
2. ALL LOT SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET
MGB INVESTMENTS LLC W 04 LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE TEN 10 (TEN) FEET ADJANCENT TO U
FRANKLIN RD ��\ f \ ANY PUBLIC STREET, EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 3 (THREE)
MERIDIAN , ID 83642 ' \`` \ FOOT PUBLIC UTILITY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT r I�
PARCEL # S1210346730 ��� LINE NOT ADJACENT TO A PUBLIC STREET. O
7v
4 \ � ``\ 3. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE z O
7331 SF 4780 SF O \ �.` STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING
PERMIT.
\\ \ I 4. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO THE SITE FROM Q
II 9800 SIF \ `\ EXTENSION OF EXISTING SYSTEM ON ADJACENT PROPERTY. THE SUBDIVISION WILL BE
\ \ SUBJECT TO ASSESSMENTS OF THE NAMPA AND MERIDIAN IRRIGATION DISTRICT. w
41.0' 36.0' 34.4' �6> Sj \ I 5. STORM DRAINAGE SHALL BE COLLECTED AND TREATED ON SITE BEFORE
9 \ DISCHARGING TO THE PURDEM GULCH DRAIN AT PREDEVELOPMENT DISCHARGE RATE.
STORM DRAIN SYSTEM TO BE REVIEWED AND APPROVED BY NAMPA MERIDIAN IRRIGATION O Q
6 \ I W SKI HILL ST DISTRICT AND THE CITY OF MERIDIAN. L
I I �' O \
6. LOT 9, BLOCK 6 IS DESIGNATED AS A TEMPORARY ACCESS LOTS. LOT 9, BLOCK W
1073 SF 53 2 1 � \\ `\ 6 WILL BE HAVE BOLLARDS INSTALLED IN THE PAVEMENT AND WILL BE CONVERTED TO m
\ I PEDESTRIAN AND FIRE ACCESS-ONLY ONCE THE PROPERTY TO THE NORTH (NEWKIRK, W W
`r U
94.1 \ LOCK \\ \ GLENN FAMILY TRUST) DEVELOPS.
2556 SF
U N O \
N O rn
MGB INVESTMENTS LLC I I \ 1 o BLOCK 3 99.1' o
4380 W FRANKLIN RD I c N 2081 SF 3
MERIDIAN ID 83642 BALDWIN, HARLIN C � o N �� 64.5' `` \ `
PARCEL # S 1210346603 124 N FRITTS LN 99.1' ��' 26 1 \ \ PLANNER ENGINEER
MERIDIAN , ID 83642 z ,�) 2278 SF 4 \ \
PARCEL # S1210346720 a Y 00 0 N O (V W TOMAHAWK ST \ \
Q N M \ CK-ENGINEERING
\ SCHULTZ DEVELOPMENT
2375 SF 5 ti 2 \ CHAD KINKELA, P.E.
�o J N N o \ MATT SCHULTZ
o C) w 1068 SIF 1 ti° \ I 1300 E. STATE ST.
I �N� w 98 9' 93 7 ��� \ P.O. BOX 1115 SUITE 102
1(n U
w N N 2571 SF O CN c 2545 SF O oN \ � \
MERIDIAN, IDAHO 83680
CN N BLOCK 4 �' 208-880-1695 EAGLE, ID 83616
z M 208-639-1992
\ `\
Z N 98.9' O N N 2083 SF 98.8' O \\ �\ \\
� 2084 SF
N Y2 \ \ \
98.8' 98.8' z2 \
- - - N 2280 SF 08 N N 2282 SIF 04 N �\\ \
\ \ OWNER / DEVELOPER SURVEYOR
98.7' 98.9' BLOCK 5
I CN
2372 SF O 2378 SF O \\ A \ \ I \
00 �`" 00
c6 \\� \\ T&M HOLDINGS LLC IDAHO SURVEY GROUP Q
DOUG McMASTER
M Y � 98.7' gg p GREG CARTER P.L.S.
m2568 SF 10 � Q o 2578 SF O O \\ I P.O. BOX 2640 1450 E. WATERTOWER ST. EL
0 SUITE 130
II Z \ \ EAGLE, ID 83616
II N 2078 SF 8 6 11 N uj
Q N 2089 SF 99.0 Oj N \\ MERIDIAN, ID 83642
\ 208-941-5709
` z N 12,804 SF \ \\ I 208-846-8570
98.5' O N Q 99.1'
N 2274 SF 12 N N 2289 SF $ �; \
N N \
a b 98.5' 99.2' a \ \
M O M m CD CD
N 2366 SF 13 N N 2384 SF OCN m \
IONO � O O
�zMCD OfNo I 0 98.4' 99.2'
C z z 2561 SF 14 � 2585 SF O C. \
z o M Y°° N BLOCK 3 N N BLOCK 4 10 N 36.0' 41.0' I_
N <zO
z� ro
EL
:2 98.3'
Q N w __�Q N 2073 SF 15 N N 2095 SF99'3 11 N 3445 SF 4021 SF \
U O
� Q =N� � 98.3' 99.4' o O 4 M
L _ - N 2268 SF 16 N 2295 SF 00 N; 0006 O
1 N N 6) O
'I N 98.2' c14
2366 SF 17 2368 SIF 4 �
13
ri- N (V M o
S1060 SF 93.1' 18 Li
1077 F 14' 38�' y N a o m
2� L 'l 41.0' n T
52.2' ( 53.5' �1g. 2�0' I Q O M o N r
rn a-U O �
M W CHAIR LIFT ST ECHAVARRIA, ANDREW a CD w rn
4110 W FRANKLIN RD rn
56.0' MERIDIAN , ID 83642 O a z� W N o
a' Lj
PARCEL # S1210347003 g If)o
39.3' 25.1' 25.1 29.0' �' .p- �o�• 29.0' 25.1' 25.1' 27.0' 27.0' 26.8' 32.0' �_z� w ui 0 Z
�U� o Z No_ I ml U
d W 0 O (n
Q W N N W /
M "7 O O O M M c0 � Q
O (+') O r-) O O p O O CO
W
- cocD r7 r7 I* N O r O r7 r7 O O O � O � p I O ('
N N N _ M N N N � N N c N � N �1 C m
BLOCK 6 00 00 BLOCK 6 m o
14 13 12 11 10 09 8a29
O6 O5 04 03 02 01 I `�z �
Q w � w
� = Q J
39.0' 25.1' 25.1' 29.0' 25.1' 25.1' 27.0' 27.0' 27.1' 32.2' o v o � o
2909 SF
_ 131.7' _ 10 29.0' 3894 SF 206.0' 8
� F�
'"' S\oNA�
� N89°15'34"W 366.65' � _ � G`STE
S.9 S.10
NO'34'24"E l<
I
1897 44 33.88'
2264.09' - I N89°15'34"W 366.65 376.45' 412
S.16 S.15 � � - - - - - - - - -
_ I
06/01/20
l S 'EOF \0P'��P
W FRANKLIN ROAD cS. KIN`��
SHEET
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