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VICINITY MAP
1 "= 500'
W. MCMILLAN ROAD
PLAN SHEET INDEX-
z
SHEET DESCRIPTION
PP- 1 -PRELIMINARY PLAT, VICINITY MAP,
N TABLES & NOTES
Z PP-2 -PRELIMINARY ENGINEERING
m
PP-3 -PRELIMINARY SEWER PROFILES
PP-4 -ADJACENT PROPERTIES
Common Lots
Parcel Table
Lot Area
Lot Area Perimeter BLOCK 20 Lot 15 OPEN 7903 OPEN DRAINAGE
BLOCK 20 Lot 9 5054 302 BLOCK 20 Lot 23 OPEN 2020 OPEN PATH Z
0
BLOCK 20 Lot 10 5054 302 BLOCK 20 Lot 29 OPEN 4675 OPEN F
0
BLOCK 20 Lot 11 5055 302 BLOCK 20 Lot 32 OPEN 29319 BUFFER NOTES N
w
BLOCK 20 Lot 12 5055 302 0
BLOCK 20 Lot 13 5781 315 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS. o
BLOCK 20 Lot 14 7925 398 N o
2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN ANY FEMA FLOOD HAZARD ZONE. �
BLOCK 20 Lot 15 OPEN 7903 397 REFERENCE FIRM PANEL 16001 CO139J REVISED JUNE 19, 2020. z
BLOCK 20 Lot 16 5483 310 3. ALL LOT SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES, STREET
BLOCK 20 Lot 17 5656 314 LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO ANY
Curve Table PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC r ,
BLOCK 20 Lot 18 5656 314 V
Curve # Radius Length Chord Bearing Delta UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET ADJACENT TO
BLOCK 20 Lot 19 5656 314 THE REAR LOT LINE. EXCEPT AS OTHERWISE SHOWN, THERE SHALL BE A 5 (FIVE) Z Z
BLOCK 20 Lot 20 5656 314 C1 50.50 145.22 100.11 S44'20'00"E 164'45'S9" FOOT PUBLIC UTILTY, IRRIGATION AND LOT DRAINAGE EASEMENT ADJACENT TO ANY
BLOCK 20 Lot 21 5656 314 C2 50.50 42.15 40.93 S14'08'29"W 47'49'00" LOT LINE NOT ADJACENT TO A PUBLIC STREET. j
0
BLOCK 20 Lot 22 5656 314 C3 50.50 30.46 30.00 S27'02'47"E 34'33'31" 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE APPLICABLE BLOCK 20 Lot 23 OPEN 2020 242 C4 50.50 30.25 29.80 S6129'O8"E 34'19'13" STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE OF THE BUILDING V)
PERMIT.
BLOCK 20 Lot 24 5252 306 C5 50.50 42.37 41.14 N77'19'08"E 48'04'14"
BLOCK 20 Lot 25 5252 306 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH LOT.
BLOCK 20 Lot 26 5252 306 ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF THE SETTLERS -
Line Table PLAT LEGEND IRRIGATION DISTRICT. Q
BLOCK 20 Lot 27 5252 306
Line # Direction Length 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE PONDS W W
BLOCK 20 Lot 28 5252 306 < PROPOSED FIRE HYDRANT
L1 S18'26'17"W 4.86 AND SUBSURFACE FACILITIES AS APPROVED BY ACHD.
BLOCK 20 Lot 29 OPEN 4675 289 m STREET LIGHT D
BLOCK 20 Lot 30 6020 312 L2 N72'S3'43"E 4.86 7. LOTS 15, 23, 29 AND 32 BLOCK 20 ARE COMMON LOTS TO BE OWNED AND
272s EXISTING CONTOUR //1
BLOCK 20 Lot 31 6017 312 MAINTAINED BY THE JUMP CREEK SUBDIVISION HOMEOWNERS ASSOCIATION OR IT'S 1/ I
RIGHT-OF-WAY LINE ASSIGNS. 0.
BLOCK 20 Lot 32 OPEN 29319 2066
LOT LINE 8. ALL EXISTING STRUCTURES WILL BE REMOVED PRIOR TO DEVELOPMENT OF THE PHASE T O
GRAVITY IRRIGATION LINE CONTAINING THE STRUCTURE. 1
S S EXISTING SEWER LINE J
S S PROPOSED SEWER LINE W
W w EXISTING WATER LINE 0
DEVELOPMENT FEATURES OWNERS \
W W PROPOSED WATER LINE ENDURANCE HOLDINGS LLC //� /
ROW SECTION P P PRESSURE IRRIGATION LINE 1977 E OVERLAND RD V 1
49.00' LINE ACREAGE MERIDIAN, ID 83642 W
0
SD-So STORM DRAIN LINE TOTAL PARCEL-3.57 ACRES Q
42.00' ow _ TOTAL LOTS-24 DEVELOPER
ROAD CENTERLINE
00 P/L P/L TOTAL DWELLING UNITS-20 TRILOGY DEVELOPMENT, INC.
5.00' VARIES IN so VARIES ROW 48'-0" ROW ROLLED CURB/GUTTER AND SIDEWALK BUILDABLE LOTS- 9839 W CABLE CAR ST W
MIN 1' FLAT LANDING 1.50% 3.00' VARIES SF RESIDENTIAL-20 BOISE, ID 83709
t 0.50% E� EXISTING EDGE OF PAVEMENT I , I
REQUIRED ON BOTH VARIES 7'-0" 34'-0" 7'-0" COMMON LOTS-4 o W
GRAVEL PROVIDE SECTION PER
SIDES OF SIDEWALK VARIES 6' 6' SHOULDER THIS SHEET OR MATCH NEW EDGE OF PAVEMENT DENSITY DU/ACRE- 5.60 ENGINEER
EXISTING 2%
1'-6" EXISTING BLACK CAT -0"5'-0' 17'-0" 17'-0" DAVID A. BAILEY, P.E.
/A�jA�jA�jA�jA�jj�/�/ � 1 1 RD. SECTION - 5'-0" '-0' 1'-0" MIN. FLAT LANDING �1 LOT NUMBER COMMON AREA ACRES-28.29/0
4" OF -3/4" BASE �'��/��/��/��/����������� 1'-O" MIN. USEABLE OPEN SPACE: 0.34 ACRES-9.52% BAILEY ENGINEERING, INC.
WHICHEVER IS GREATER FLAT LANDING AT BACK OF WALK
���� �� 6,50c5� ZONING
15'-0" 15'-0" LOT AREA
5' WIDE 5" THICK CONCRETE SOD '������ ��� I SLOPE SIDEWALK 1.75% f��//��// / / AT BACK OF BOISE, ID 83642
SIDEWALK ACHD SD 709 T, �� 3" ASPHAL PAVEMENT
( ) TT,, / WALK 0.25% PER ACHD SD 709 BLOCK 7 BLOCK NUMBER EXISTING-RUT
SIDEWALK ELEVATION MUST BE FLOW ARROW PLANNER/CONTACT I t0.5' MCMILLAN CENTERLINE
4" -3/4" AGGREGATE BASE SLOPE 2.00% SEWAGE DISPOSAL KENT BROWN J
2'x3' SAND INFILTRATION WINDOW . I 26" -6" PIT RUN r SLOPE 2.00%
EXTEND " MINUS AND W. ASHTON DR. STREET NAME
ALONG FRONTAGE. [REFER TO PITRUN 6" PAST CURB. MERIDIAN CITY SEWER KENT BROWN PLANNING SERVICES
SHEET 4.5-4.6, WHERE TO BREAK (NP ) WATER SUPPLY 3161 E SPRINGWOOD DR
THE SAND LENSES TO 6" OF 3/4" MERIDIAN, ID 83642
AVOID POWER POLES] MINUS SHOULDER 4" - 3/4" MINUS CRUSHED GRAVEL CL 5" THICK CONCRETE MERIDIAN CITY WATER 208-871-6842
INFILTRATION WINDOW TO EXTEND SIDEWALK (TYP.) CITY
( GRAVEL SIDE SLOPES SURVEY LEGEND
A MIN. OF 2' INTO FREE DRAINING ONLY (THIS SIDE), 2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED ,> MERIDIAN CITY
MATERIAL PER DETAIL 8, ACHD DO NOT COVER SAND PAVEMENT (SP-3, GRAVEL (COMPACTION REQUIRED) BENCHMARK SET 5/8 IRON
SECTION 8200 SOD SIDE SLOPE EXTEND GRAVEL AND PIT PIN ELEV. NAVD88 - SCHOOL DISTRICT
BORROW DITCH: ) ONLY (THIS SIDE), WINDOW 0.50-INCH (1/2") � �-
STORAGE VOLUME 9 CU.FT./LF DO NOT COVER SAND MIX, PG 58-28 RUN 6" PAST CURB. (TYP.) 2552.02' MERIDIAN DATE:
INFILTRATION RATE 6 IN/HR WINDOW STANDARD ROLLED FIRE DISTRICT 06-06-2022
Q CURB & GUTTER (TYP.) AS PER O FOUND ALUMINUM CAP PROJECT:
48' RIGHT-OF-WAY ACHD SD-702 MERIDIAN C2013-024
TYPICAL MCMILLAN ROAD SECTION TYPICAL STREET SECTION 0 FOUND 5/8" IRON PIN IRRIGATION DISTRICT SHEET
NOT TO SCALE NOT TO SCALE -- -- -- PROPERTY BOUNDARY LINE SETTLERS IRRIGATION DISTRICT
12" - 6" MINUS PIT RUN --- - -- SECTION LINE
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JUMP CREEK SOUTH SUBDIVISION N
W .T
A RESUBDIVISION OF LOTS 7 AND 8 OF BLOCK 20 OF JUMP CREEK SUBDIVISION NO. 6 •� Z
IN THE SE 1/4 OF THE SE 1/4 OF SECTION 28 T.4 N., R.I.W. BOISE MERIDIAN g
NOTES MERIDIAN, ADA COUNTY, IDAHO
_
2022 a
1. SEWER, WATER, PRESSURE IRRIGATION, GRAVITY IRRIGATION AND STORMDRAIN MAINS,
SERVICES AND DRAINAGE FACILITES FOR THIS PROJECT WERE INSTALLED AS PART = z
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PROJECT:
C2013-024
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JUMP CREEK SOUTH SUBDIVISION N
W .T
A RESUBDIVISION OF LOTS 7 AND 8 OF BLOCK 20 OF JUMP CREEK SUBDIVISION NO. 6 Z
IN THE SE 1/4 OF THE SE 1/4 OF SECTION 28 T.4 N., R.I.W. BOISE MERIDIAN g
MERIDIAN, ADA COUNTY, IDAHO
2022 a
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1. SEWER, WATER, PRESSURE IRRIGATION, GRAVITY IRRIGATION AND STORMDRAIN MAINS, N o
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OF THE JUMP CREEK NO 6 CONSTRUCTION AND ARE SHOWN HERE FOR REFERENCE.
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SEWER LINE A PROFILE CHECKED BY:
DAVID A. BAILEY P.E.
DRAWN BY:
2550 2550 DAB/DES
SSMH A5
EX. SSMH C4 SS H A4 STA:1 +44.40
STA:2+00.00 SSMH A S MH A2 S MH A3 ST :1 1+21.27 RIM:2541.45
RIM:2538.74 STA:3+0 .05 S :5+27.08 ST :7+77.08 RI :2539.00 IN OUT:2531. 6 12"W
RI :2538.11 RI :2537.73 IN IN:2529.68 12"E
INV IN:25 2.20 12"S RIM:253 .33 IN IN:2527.02 12"S IN IN:2528.15 12"E
2540 INV INV IN:2 2222. 12"S „ F :2528 [INVOUT:2529.5 12"W _ 2540
IN OUT:2526. 2 12"N IN OUT:2528.0 12"N _- -_---_ _ - - -
2530 2530
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(250 LF C-C)
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LF 12" PVC 00.39%
25207 (46 LF C-C 2520
2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 13+00 14+00 14+50
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(59 LF C-C)
SEWER LINE C PROFILE
2550 2550 Z
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IN:2529.56 2 N >
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HORIZONTAL SCALE 1" = 50' DATE:
VERTICAL SCALE 1" = 5' 06-06-2022
PROJECT:
50 0 25 50 100 C2013-024
SHEET
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JUMP CREEK SOUTH SUBDIVISION a �
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A RESUBDIVISION OF LOTS 7 AND 8 OF BLOCK 20 OF JUMP CREEK SUBDIVISION NO. 6 '� z ~ 3
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MERIDIAN, ADA COUNTY, IDAHO =
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NOT RECORDED YET
THE OAKS NORTH SUBDIVISION N0. 7
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SMITH, MISTY M MADISON, PAUL OAKS HOA INC 4692 N ELMSTONE AVE GUY SOME 0 0
MADSEN, CAMRON WALKER, MICHAEL M 4693 N MAPLESTONE AVE N
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OAKS HOA INC I WILLIAMS, DARREL D 01/13/2004 MCCORMICK, JARED I 4678 N ELMSTONE A 4679 N MAPLESTONE AVE I R6206170330
WILLIAMS, CAROLYN MCCORMICK, BRITTANY M WARDAK, WALKER III FARDEN, NACHELE 4680 N MAPLESTONE AVE w
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DATE:
06-06-2022
PROJECT:
C2013-024
SHEET