CC - Preliminary Plat (AKA Percy) Lf) —
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PRELIMINARY PLAT SHOWING
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PERCY SUBDIVISION N
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LOCATED IN GOVERNMENT LOT 2 OF SECTION 31 E W. AMITY RD E. AMITY RD
SCALE 1" = 100' O LLJ
T. 3N . , R . 1 E. , B . M . , MERIDIAN , ADA COUNTY, IDAHO s 00 m
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DR GRAVEL LLC SITE Of Of
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ADA COUNTY - TREASURERS OFFICE E. AMITY RD Q L a a
4990 S. MERIDIAN RD MERIDIAN, ID 83642 >o W
MERIDIAN, ID 83642 Z
PARCEL # S1131212400
PARCEL # S1131223400
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CITY OF MERIDIAN m J O
S. MERIDIAN RD "' o �11
MERIDIAN, ID 83642 v (D
PARCEL # S1131223350 Q
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REITERMAN CARL J _
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6, � MERIDIAN, ID 83642 REITERMAN CARL J [V
a_ PARCEL # S1131223510 5150 S. MERIDIAN RD v W CD
MERIDIAN, ID 83642 - VICINITY MAP - 0
PARCEL # S11312233550 N.T.S. W
N89'3 2 N89'39'29"E 1105.99' _ _ �T _ Li-I
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17 `. `. _ 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS.
E. KINPOI T S . E. KINP IRT ST. �� 9
2. ALL LOT SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET
ADJACENT TO ANY PUBLIC STREET. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) FOOT PUBLIC UTILITY, IRRIGATION AND LOT
I DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A PUBLIC STREET. Q
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12 17 O I 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF
BLOCK 3 BLOCK ISSUANCE OF THE BUILDING PERMIT.
n- I 14 ale 18 a 0 21 ¢ 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO
3L( 15 11 22 z 11 I ASSESSMENT BY BOISE BOARD OF CONTROL. W
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II Q 28 27 26 25 24 23 " 6. ALL STORM DRAINAGE SHALL REMAIN ONSITE WITHIN SEEPAGE BEDS. STORM DRAIN SYSTEM SHALL BE OWNED AND MAINTAINED BY THE ADA
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COUNTY HIGHWAY DISTRICT. EL
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I z 10 _ 12 7. LOT 9 BLOCK 2, LOT 29 BLOCK 3 AND LOT 5 BLOCK 6 ARE COMMON LOTS AND SHALL HAVE A BLANKET PUBLIC UTILITY EASEMENT OVER
n > I THEM. THESE COMMON LOT/DRIVEWAY SHALL PROVIDE INGRESS AND EGRESS FOR LOTS 7 AND 8 BLOCK 2, LOTS 30 AND 31 BLOCK 3 AND
13 vi 29 LOTS 3 AND 4 BLOCK 6.
I' _ 31 I
O I I 8. LOTS 1 AND 17 BLOCK 1, LOT 9 BLOCK 2, LOTS 6, 17, 22 AND 29 BLOCK 3, LOT 6 BLOCK 4, LOT 13 BLOCK 5, LOTS 1 AND 5 BLOCK 6,
ARIA - I _ LOTS 12 AND 17 BLOCK 7 ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE PERCY SUBDIVISION HOMEOWNER'S ASSOCIATION OR ITS
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13 ASSIGNS.
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N MERIDIAN, ID 83642 I
PARCEL # S1 1 31 233802 PLANNER V ; LLJ
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PRELIMINARY DEVELOPMENT FEATURES SCHULTZ MATT SCHU DEVELOPMENT
CURVE TABLE '\-o MERIDIAN, ID P.O. BOX183680 0 u o � o
00 v s� I TOTAL ACRES......................................... 28.51 AC 208-880-1695
N N CURVE RADIUS LENGTH CHORD DIST. CHORD BRG. DELTA 15 1 „ TOTAL LOTS............................................ 126
O BLOCK 6 I COMMON/OPEN SPACE LOTS................. 10
C, 57235.78 357.74 357.74 SO°28'55"W 0.21'29" COMMON DRIVEWAY LOTS....................... 3
SINGLE FAMILY LOTS.............................. 113
M c2 57235.78 320.00 320.00 SO°27'47"W 0'19'13" AVERAGE BLDG. LOT SIZE..................... 7,198 SF ENGINEER S U RVEYO R
o — z DENSITY....... ..... ............ ..................... 3.96 UNITS/ACRE CK-ENGINEERING
N - U: 16 IDAHO SURVEY GROUP
PROPOSED ZONING................................ R8
C3 57235.78 37.74 37.74 SO°38'32"W 0*02'16" (.1 I > 1 1300CHAD E.
STATE
GREG CARTER P.L.S.
�" U- BLOCK 7 Q I COMMON OPEN SPACE.......................... 156,688 SF OR 3.60 AC 1300 E. STATE ST
LA 1450 E. WATERTOWER
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PERCENTAGE OF OPEN SPACE.............. 12.62% SUITE 102 MERIDIAN, ID 83642
17 EAGLE, ID 83616 208-846-8570
F� � _ __ �; v; 208-639-1992
- - - E. QUARTZ CREEK ST. - - - E. UARTZ CREEK ST.
EGEP = (9P _ _ EEG S89'57'28"W 32
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E. SHAPER VIEW DR. p
�MERIDIAN, ID 83642
PARCEL # R7824220040
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I co n -� rrI m I � cV» o o o O o m MIN 2' LEVEL LANDING
6" BEHIND CURB (TYP)
105.0' cn cn cn c_n �„ cn cn �, I 17� BEHIND SIDEWALK (TYP)
I. O v �' (. o o O o N co 118.9' MINUS PIT RUN
N 1 C7 m �1 p p q p o o o j N N o O 8,645 SQFT o I O 2Y" OF ASPHALT PAVEMENT U
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O o p O O cn o f o O STANDARD ROLLED CURB & GUTTER CONCRETE SIDEWALK PER
; 4- EXISTING 12" I I PER ISPWC AND ACHD SUPPLEMENTAL ISPWC AND ACHD
SEWER MAIN I I DRAWING SD-702 SUPPLEMENTAL DRAWING Q
cO SD-709 TYP
105.0' 2��' � p� 4" OF 3/" MINUS (TYP)
110.7' 118.9 CRUSHED GRAVEL
1 k 8.1' 5d.o' 6d.0' 6d.0' 6d.0' 1 43.5'I r117.3' 24.5' 1
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oo M - s O - o I 9], d4.2' O 6,624 SOFT TYPICAL 63' ROW SECTION WITH 33' STREET SECTION
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N 7z BEHIND SIDEWALK (TYP)
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mp 6,300 SQFT -- 4" OF 4" MINUS PER ISPWC AND ACHD SUPPLEMENTAL ISPWC AND ACHD
0 0 118.9' DRAWING SD-702 SUPPLEMENTAL DRAWING
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