PZ - Pre-plat Vicinity Map
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N89.44'22"E 659.14'
P\ 6Z96 P PI P1 -68.71 F-Pj I Pi 55J0 PI P P 56.20.i P, 30.00 PI 5P.O(Y P P, -50.00-P] P1 -50.00 P P 50.98. F49.02_P P PI P� Pi 130.56. P1 -P1\� Lo
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S89'43'32"W 130.56' 114 1. c
25.00' : 105.56' a m
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f I ( C4 56.36 30.00' 50.00' S.00 50.00' 50:99' I M 11 :
m / \ 89'LS321 287.35' C13 �hh O a ap
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#12ss I H#11 -�MHO - East Lockhart Street MF 10 S r / SS ss - SS _ SS SS - ss #
t- � S89'43 32°W 105.56
y S8>SY43'32"W ti \ 8TC).2"E 156.46'
43.88' � u, Ss M\
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C3 6.26 ®37;62 ( 6 Uzi9'43'32"W 194.51' C7 C9 \
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r \ N n O`O- I W N 3 S89'43'32"W 105.56'
89'43'32 39.98'
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}, - 3, ,r. �.� �irr•„'" ^q� w ee�\ \dam ° �� eF R _ m I 3\ 101.29' 101.71 N 3 0 2s�9 7 w
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-2592- - - -� �. - \ 'n �\ \ 10 ,n SBT43'32'W 105.56'
/ 1\01.71' oNotes %m z l 3°S
b �1. SANITARY SEWER SERVICE IS TO BE PROVIDED BY THE CITY OF MERIDIAN.
EXISTING HOME
2. POTABLE WATER IS TO BE PROVIDED BY THE CITY Of MERIDIAN.
a \ I o S89'43'32"W 105.56' \ o
3. PROPERTY LIES WITHIN THE SETTLERS IRRIGATION DISTRICT. GARAGE a/ I - / oe\\ �259 N Z o w
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4. PROPERTY LIES WITHIN THE MERIDIAN TIRE DISTRICT.
5. THIS PROPERTY IS CURRENTLY ZONED RUT, TO BE REZONED TO R-8.
101.29' \ 101.7\\ \\\ cam . �.'� 5 \ ) '`rn� pm �w
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6. EXISTING USE: RURAL AND RESIDENTIAL M y3 3 - q \ 0 12 e o o M \ 3 3 �" U = o
7. CONTOUR INTERVAL 2 FOOT DATUM: NAUD 88 / - n ( \ °e "_.i w
N o-o \ oo S89'43'32WJ 105.56' m 0 N � m o
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8. COMMON AREAS SHOWN HEREON SHALL BE MAINTAINED BY THE HOMEOWNERS' ASSOCIATION. o ( / 3 �MH#8 b 2 0 \\ / I bo
b S69'43 32"W 198.73' 57.75' `" r\ 101.29' \ 101.71' 0 3 o\ \\r\ O / _ N z
9. THIS DEVELOPMENT ANTICIPATES USING SUBSURFACE STORM WATER DISPOSAL OF STORM WATER GENERATED FROM THE z -
LOCAL ROAD SYSTEM AND LANDS TRIBUTARY TO THE SYSTEM. Pr P -95 00-P P P P PI7 P P �� y o \ \ \ \ \ \\ \\ 4 a m o w o
10. PUBLIC UTILITIES ARE TO BE PROVIDED FROM THE PUBLIC UTILITY PROVIDERS FROM JOINT TRENCH ADJACENT TO THE - 1 \456 _i�
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PUBLIC ROADS. SPECIFIC DESIGN CRITERIA WILL BE MET DURING THE CONSTRUCTION APPROVAL PHASE OF THIS ^ h� I \ O Cs a o 13\\\ -� ^N �3 s ¢ _¢
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DEVELOPMENT. �l N h� \ \ °pub ( N S894332W 10 � ~ Q� o o� Q
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- 025
11. THIS PARCEL LIES WITHIN THE "ZONE X" FLOODWAY PER FEMA MAP #16001CO142J, PANEL NOT PRINTED. W
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12. THE FOLLOWING TAX PARCEL NUMBER IS INCLUDED WITHIN THIS SUBDIVISION: R1002730200. O a C1f 7 ! / l 101.29' o o = o
13. QUALIFYING OPEN SPACE IS CALCULATED AS: LOTS 6 AND 8 OF BLOCK 3, AND LOT 1 OF BLOCK 4. o O LI + - n 3/ o ' (L) o w
14. ALL WATER LINE SIZES SHALL BE 8" UNLESS THEY ATTACH TO FIRE HYDRANTS WHERE THEY ARE 6". 3FlJ te� 2594 TO J o� ) O CS 14 o-o c , a O
S89'43'32"W 105.56' n z o
15. SURFACE IRRIGATION FACILITIES THAT EXIST ON THE SITE WILL BE CONTINUED THROUGH THE PROPERTY. THE SUBDIVISION - 2596 I- „� / ) > - r
WILL USE SURFACE IRRIGATION WATER VIA A PRESSURIZED IRRIGATION SYSTEM USING SETTLERS IRRIGATION WATER. _ C24 \ oe / 2598_d
16. ALL RESIDENTIAL LOTS SHALL HAVE 1) A 10-FOOT WIDE PUBLIC UTILITY AND STREET LIGHT EASEMENT ADJOINING PUBLIC oe�-ros-� / I - 101.29' 101.71 v I o-0 2 ( N ~ -
RIGHT-OF-WAYS. 2) A 5-FOOT WIDE PUBLIC UTILITY AND IRRIGATION EASEMENT ADJOINING ALL INTERIOR LOT LINES AND \ - - ' i \ 6- ti S89'43'32a 203.00' ® o O /r N
3) A 10-FOOT WIDE REAR YARD IRRIGATION EASEMENT. ryry \\ \ \\ cd�- - - i\ �� m - o 13 ¢ o
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17. EAST TALLIN STREET, EAST LOCKHART STREET, NORTH SANITA STREET, AND NORTH RED HILLS STREET ARE PUBLIC ROADS Q \ - - - Pi Pi Pi Pi Pi I =+P PI Pi Pi Pi Pi m
(ACHD). S89'43'32'W \ \ _ 8' / a - - - - - - - - -
23.98' \ - 1151 �g6 / u - - - - S89'43'32"W 105.56'
13 .86' I }
9 9
o n PATHWAY \ \ -� r Z�. �2� IR cl --I-d i ci -cl -cl -a -a -a -d -a -ci IR ci -vr rt IR i i f a m
C LO �S IR �j
XISTING PATHWAY o � ro \ `� �
Legend �O° \ S89'43'32"W 85.80'
S89'43'32"W
SUBDIVISION BOUNDARY -
24.69' w w - w w - w - w - w - w `� w w - w - w - w - w East TallinStreet, w - w � w - w - w - w - w
LOT LINE MH -C - - -- - - - - - - - - - - -- - - - -- - - --
# s 1 s- ss - ss ss - H# ss - ss-
- - - STREET CENTERLINE ss Ss Ss ss ss- ss ss ss - SS ss -
O
- SECTION LINE G
? S8T43'32"W 278.65'
roe roe roe roe TOP OF BANK 13.89 70.00' 70.00' 70.00' 54.76' S C>� I I ^ 55.14' 50.00' 50.00' 54.06'
- - - - - - EASEMENT (IRRIGATION) i S
v
EXISTING FENCE
EEP EEP EEP EEP EXISTING EDGE OF PAVEMENT
_ _ _ _ = EXISTING CURB AND GUTTER
- - - - - -
CONSTRUCT 3" ROLLED CURB & GUTTER
CONSTRUCT 36" CONCRETE GRAVITY IRRIGATION LINE 05
25g4 z z o I I Z o voo N
P1 P1 Pi P1 CONSTRUCT PRESSURE IRRIGATION LINE
ss - ss ss CONSTRUCT 8° SANITARY SEWER MAIN LINE
v CONSTRUCT 4° TYPE "C" SEWER SERVICE PER ISPWC L P PI T PI P1 PI P P P P P P P Pi P P P -rill I
P P Pi P1 P1 P Pj T P1 P P P P - P P P P wo
SD-511 S89'43 32"W 658.96'( y
w - w w CONSTRUCT WATER MAIN LINE I
CONSTRUCT WATER SERVICE AI I i I V I i I
AK INSTALL FIRE HYDRANT Typical 47-Foot Local Street Section Setback/Zoning Table Land Use Calculations Underground Utility Note
Q_ EXISTING UTILITY POLE NOT TO SCALE PROPOSED ZONE R-8 DESCRIPTION AREA (ACRES) PERCENTAGE THE UNDERGROUND UTILITIES SHOWN HAVE BEEN
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LOCATED FROM FIELD SURVEY INFORMATION AND
INSTALL LED STREET LIGHT
4T Right-of-way MINIMUM LOT AREA - INTERIOR LOT 4,000 SF PROJECT 10.06 100% EXISTING DRAWINGS. THE SURVEYOR MAKES NO N
MINIMUM LOT AREA - CORNER LOT 4,000 SF RESIDENTIAL LOTS 6.43 64.0% GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN <�
INSTALL SANITARY SEWER MANHOLE 33' Back to back of curb COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN N Y
32, FRONT YARD SETBACK 10 FEET QUALIFIED OPEN SPACE AREA LOTS 1.09 10.8% c�
SERVICE OR ABANDONED. THE SURVEYOR FURTHER
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2' 2' REAR YARD SETBACK 12 FEET NON-QUALIFYING OPEN SPACE 0.21 2.1% DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES o m w m zQ z
IR EXISTING GRAVITY IRRIGAT ON BOX 5' 2' 14.5' 2' 5' SHOWN ARE IN THE EXACT LOCATION INDICATED
14.5' STREET SIDE GARAGE SETBACK 20 FEET RIGHT-OF-WAY 2.32 23.1% u r w c~i n z n
�- 2.00% Minimum 2.00% Minimum ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED
STREET SIDE YARD SETBACK 10 FEET RESIDENTIAL LOTS 41 AS ACCURATELY AS POSSIBLE FROM INFORMATION J¢_ 6i
6"
INTERIOR SIDE YARD SETBACK 5 FEET AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY v" o o U a
Crushed a re ate base
OPEN SPACE AREA LOTS 7
99 9 UNDERGROUND UTILITIES. DEVIATIONS
Concrete idew k AC MAXIMUM BUILDING HEIGHT 35 FEET
LOCATED THE NDERGRO D UT m
sidewalk per HD
P
- RESIDENTIAL DENSITY 4.1 Acre
course 4" minimum
/ SHOWN EEO
6° supplemental standard drawing SD-709. MAY EXIST BETWEEN THE LOCATIONS HO N HEREON
N
thickness under sidewalk. 2 1/2' of asphaltic PP 9 MINIMUM STREET FRONTAGE 40 FEET AND THEIR ACTUAL LOCATIONS SHEET N0:
Sub base - 12" of 6" ( )
Base course - 6" of . concrete per LS.P.W.C. MINIMUM LOT WIDTH - INTERIOR LOT 40 .FEET Applicant
Crushed aggregate base minus per I.S.P.W.C• section 805. pp 1 of 1
section 801. 3/4' minus per LS.P.W.C• 3° Rolled curb and utter r ACHD MINIMUM LOT WIDTH CORNER LOT 40 FEET
course - 4" minimum section 802. 9 � ELDER, LLC MIKE HOMAN-MEMBER
thickness under curb. supplemental drawing SD-702. EXISTING ZONE RUT 6820 W. RANDOLPH DR.
BOISE. ID. 83709
(208) 861-9700