PZ - Pre Plat 4-15-17 iv
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33 34 � l
W. USTICK RD.
4 3
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UNPLATTED �,\ \ 5 30 90
\. 0 15 60
\� \ KLAMATH BASIN
N89'23'11"W 414.76' __ S89�23'11"E 260,26' \\� SUBDIVISION ��
- - - - `- - 55' -R --55' -- - --62'_- -- -- 88 - -- SCALE: 1 = 30
V I _ • w R • ��R R R • \ \
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O EIGHT MILE LATERAL
BLOCK 1 SS2 LEGEND—PROPOSED IMPROVEMENTS
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,��:: s� `
co a co
0 ao O3 J;i 7A2, 1 0 FOUND 5/8" IRON PIN
N60'06'23"W FOUND BRASS CAP MONUMENT
4481 s q.ft. 4483 sq.ft. 4905 sq.ft. 4 `\
22.04
' FOUND ALUMINUM CAP MONUMENT
O• • `.. �, \ ® BENCH MARK
-\g -� �s�\ S \ \ �\ IRRIGATION BOXES —-- -- -- --— PROPERTY BOUNDARY LINE
O \ 55 55' 44 1 4848 2 s
2
j � O f '� � __- 1 i ..,•__ ,?! � '.• �_ _ _.. ,_�� � _ ._ _. �' r sq.ft. PARCEL LINE
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' N'\."� �t r r-- r J�r r--r' —r r r r —�r •
4 4,
0 c� N� �r ! �, - — I r r ram` r r r r r r , 4' 2 O F.. STATEN PARK LOT LINE
M Q \ 4, \ 5
-J w II W. SHIRDALE ST. j N W. SHIRDALE CT. / 0 SUBDIVISION
Q Q rn Z O I . _ i - - - - - \ RIGHT-OF-WAY LINE
t,.1 � N c - p 65' 10557 sq,ft.
(� m cvl �� a"ss O f8"ss &"ss M-�- --ass $ s 8„ss s"ss s'ss �� ,:,��8„sk a„ss_ ♦ \\. V A — - - - - - — CENTERLINE
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Q �' O I _ — �6,, 8s sq.f . ss, S'� ��� � ��y --- - -- SECTION LINE
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to Z 9I' . '
� 46' 50 50 32' A 33' I � ------------------ -------------------m -
BUILDING
ILNIEN E
1 N 1 Q I I 1 i N \, ^ 4 \ DO _
Y w r SEWER LINE / A� 25536' ��\ 7 LOT N0.
I
EASEMENT �- - - - -- - / �� ♦ ' � ��
I UJ I 1 r 1 �2
�I : ass sss O 8" SANITARY SEWER LINE W/ MANHOLE
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r N 13 \ 1 2 I I_ I I / / ♦ \\\ \� DOMESTIC WATER LINE
00
I ( 1 O 11 o 10 9 g to
( I 0 0 I 0 I IR IR
IRRIGATION MANHOLE \ IRRIGATION LINE
I
' ■ 25,' 4407 sq.
\ - - - - - - - - - - - DITCH CENTERLINE
1172 sq ft 25' . . sq . 4336 sq ft. 4099 sq.ft. 4034 sq.ft. S54 36 13„E
39 CURB & GUTTER.0' 10714 sq.ft.
L 5.0
��, • ` �. 44.31CUR'
_ _ 34'_ 32'`� \. •'48'— • s ,. • •— _ _ \ ♦ SSJ\ \ \ , GUTTER
ANDBSIDEWALK
N89'23'11"W 414.88' - VrA "F-�- - -- _-- -- 50 - 50-- - - 50 �- 5_0' --� -- 50' -- - -- "'255'— • i •� 6•
----- -- -
� PLS 4431 --- 'j N89'23'11"W 625.8 ' -` " ��'--
TBM,�`i \ ASHFORD GREENS SUBDIVISION I � \
\ TH LAKE AT CHERRY LANE N0.9 SUBDIVISION PLS 4998
, 6' W.C. �\
MH BLOCK 11 BLOCK 29 LEGEND—EXISTING FEATURES
BLOCK 9 SEWERRIM=2548.63
8"P VC(S)I N V=2532.07 \
EXISTING LOT LINES
Y4 , / o 0 0 0 0
f/ / 1 2 ss ss `O— EXISTING SANITARY SEWER LINE W/ MANHOLE
473 �� ' / \ W EXISTING DOMESTIC WATER LINE
EXISTING CURB & GUTTER
EXISTING CURB, GUTTER
AND SIDEWALK
Row 50-0 ROW ❑T TELEPHONE JUNCTION BOX
33'-0" 8'-5" PROPERTY OWNER R-8 ZONINING (MINIMUM) SITE BENCHMARK
I I ® POWER TRANSFORMER
5'-0" 16'-6" 16'-6" 5'-0" I ROBERT C. CAMPBELL MINIMUM LOT SIZE: 4000 SF T8M#1
3313 W. CHERRY LN #144 MINIMUM STREET FRONTAGE: 40' CHISELED 'X' IN BACK OF SIDEWALK
I 15'-6" 14'-6" MERIDIAN, ID 83642 FRONT SETBACK (GARAGE): 20' ELEV(NAVD88)=2548.88'
FRONT SETBACK (LIVING AREA): 10'
I , SLOPE 2.00% ' PROPERTY ADDRESS REAR SETBACK: 12' NOTES:
I I SIDE YARD SETBACK: 5'
N. BLACK CAT RD. 1. LOTS 4, 5 AND 7, BLOCK 1 AND LOT 2, BLOCK 2 ARE OPEN SPACE
14"-6" MINUS PIT RUN MERIDIAN, IDAHO 83642 DEVELOPMENT FEATURES LOTS AND SHALL BE OWNED AND MAINTAINED BY THE HOMEOWNERS
4"-3/4" MINUS STANDARD VERTICAL ASSOCIATION. LOT 7, BLOCK 1 SHALL BE A COMMON LOT AND BE
CONCRETE CRUSHED GRAVEL CURB & GUTTER (TYP.) CONCRETE ACREAGE: SUBJECT TO A CROSS ACCESS IN FAVOR OF LOTS 6, 8 AND 9 AND
SIDEWALK 2 1/2" ASPHALT AS PER PLANS SIDEWALK DEVELOPER ZAP PLICANT TOTAL PARCEL= 2.08 ACRES or SHALL ALSO BE SUBJECT TO A BLANKET PUBLIC UTILITIES EASEMENT.
(TYP.) PAVEMENT 4" — 3/4" MINUS CRUSHED (TYP) MATT SCHULTZ 90,745 SQ. FT.
GRAVEL (COMPACTION C/O SCHULTZ DEVELOPMENT LLC TOTAL LOTS= 14
REQUIRED) PO BOX 1115 BUILDABLE LOTS= 10 2. PROPOSED STORM DRAIN SYSTEM WILL BE A SEEPAGE BED OR
50' RIGHT-OF-WAY N. GEDDES AVE. MERIDIAN, IDAHO 83680 DWELLING UNITS PER LOT= 1 POND LOCATED IN LOT 1, BLOCK 2.
208-880-1695 DWELLING UNITS TOTAL= 10
NOT TO SCALE schultzdevelopment®yahoo.com GROSS DENSITY=4.81 DU/AC
NET DENSITY=8.85 DU/AC
! ENGINEER MINIMUM BLDG LOT AREA= 4,034 SQ. FT.
ROW 47,_0„ ROW AVERAGE BLDG LOT AREA= 4,960 SQ. FT.
MATT DERR TOTAL OPEN SPACE- 16,577 SF=18%
7'-0" 33'-0" 7'-C)" BRECKON LAND DESIGN QUALIFIED OPEN SPACE- NA
6661 N. GLENWOOD ST.
5-0" 16 6" 1s'-s" 5,_0" I GARDEN CITY, IDAHO 83714 ZONING:
I I I 208-376-5153 EXISTING=RUT (COUNTY)
14'-6" 14'-6" mderrObreckonld.com PROPOSED=RESIDENTIAL R-8
FIX NOTES & STREET NAMES GC 4/15/17
SURVEYOR SEWAGE DISPOSAL- MERIDIAN CITY SEWER REVISED TO INCLUDE LATERAL ROW GC 4 13 17
SLOPE 2.00%
I
EXISTING MAIN AT N. GEDDES PL.)( GREGORY G. CARTER ( �O SG N0. REVISIONS BY DATE
SURVEY GROUP
1450 E WATERTOWER ST #130 WATER SUPPLY- MERIDIAN CITY WATER O �G
1450 �
14" s" MINUS PIT RUN MERIDIAN, IDAHO 83642 (EXISTING WATER MAIN AT N. GEDDES PL.) IDAHO
4"-3/4" MINUS STANDARD VERTICAL 7 7 2 9 1450 E. WATERTOWER ST.
208-870-9955
CONCRETE CRUSHED GRAVEL CURB & GUTTER (TYP.) CONCRETE CITY— MERIDIAN SUITE 130
SIDEWALK AS PER PLANS SIDEWALK pscheffler®idahosurvey.com N O SURVEY
. 2 1/2" ASPHALT
(TYP.) (TYP.PAVEMENT 4" — 3/4" MINUS CRUSHED ) SCHOOL DISTRICT-WEST ADA 9 F' �QP� MERIDIAN, IDAHO 83642
GRAVEL (COMPACTION OF PH. (208) 846-8570
REQUIRED) IRRIGATION DISTRICT- NAMPA & MERIDIAN c�RY G.CP�
47' RIGHT-OF-WAY W. SHIRDALE COURT (STREET) GROUP P.C. FAX (208) 884-5399
IRRIGATION DISTRICT
NOT TO SCALE (EXISTING IRRIGATION ADJACENT TO SITE) ii}''
UTILITY WARNING GEDDES SUBDIVISION
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND
EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES
SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE PRELIMINARY PLAT
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE
EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY LOCATED IN THEN 1 /2 OF THE NW 1 /4 OF SECTION 3
AS POSSIBLE FROM INFORMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE
UNDERGROUND
T.3N., RAW., B.M., ADA COUNTY, IDAHO
THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED DRAWN: GCARTER CHECKED: GGC JOB NO. SHEET NO.
ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY
AGREEMENT IN WRITING WITH IDAHO SURVEY GROUP, INC. DATE: 4/13/2017 DATE: 4/13/2017 17-031 1