PZ - Preliminary Plat VICINITY MAP : 1"=2,000
PRELIMINARY PLAT SHOWINGd j F
'
RACKHAM EAST SUBDIVISION J W.FRANKLIN RD.
A RE SUBDIVISION OF
LOTS 13-16, BLOCK 1, LOTS 8-12, BLOCK 2 OF ROLLING HILL SUBDIVISION, -
LOTS 18-19, BLOCK 1 OF RACKHAM SUBDIVISION AND U N PLATTED LANDS INTERS IE84
ALL SITUATED IN A PORTION OF THE NE 1/4 OF THE SW 1/4 AND THE NW 1/4 OF THE SE 1/4
OF SECTION 16, TOWNSHIP 3 NORTH, RANGE 1 EAST, BOISE MERIDIAN, N
b �
CITY OF MERIDIAN, ADA COUNTY, IDAHO FF�FM; , o , IE0 ER LAND RD
JUNE 2021Lu
I -W
° ®
FOUND ALUMINUM CAP 0 50 100 200 300 � 91
CENTER 1/4 CORNER SECTION 16
unl N Plan Scale
oI r- INTERSTATE 84 N NOTES
O I N
z 1. A 10—FOOT PUBLIC UTILITY EASEMENT WILL BE PROVIDED ALONG ALL THE
EXTERIOR SUBDIVISION BOUNDARY.
2. INTERNAL LOT LINES ARE CONCEPTUAL ONLY AND MAY CHANGE DURING FINAL
PLATTING.
— — — — — — 0 S89°34'32"E 672.76'
172' 172' 172' 157' S89°15'23"E 478.72' — 3. CROSS—ACCESS EASEMENTS AND STORM DRAINAGE EASEMENTS MAY BE PROVIDED
r ACROSS LOT LINES AS DETERMINED DURING FINAL DESIGN.
AG 14 172' 292' /
15' 4. NO NEW PUBLIC STREETS ARE PROPOSED AS A PART OF THIS SUBDIVISION.
LEGEND BM#1 / SI FIVE LLC
/ 12250 W CAMAS DR(R-3D)
BOUNDARY LINE SURVEY CONTROL NOTES
OFFSITE BOUNDARY LINE 1. ALL SURVEY DATA IS BASED ON THE NAD83 STATE PLANE
N COORDINATE SYSTEM (IDAHO WEST 1103) AND VERTICAL
SECTION LINE N (NAVD88) DATUM.
— SETBACKS
w C-G /
ROAD CENTERLINE - PRELIMINARY PLAT DATA
LOT LINE LINE o C-G C_G -G C_G C_G LOT 8
125,,333SF 0) SITE DATA
R/w R/w RIGHT-OF-WAY LINE
o LOT 3 LOT 4 o LOT 5 6, LOT 6 LOT 7 2.9 AC.± V- "� CURRENT ZONING R1
N 92,370 SF 96,392 SF 96,220 SF � 95,828 SF 93,305 SF �u PROPOSED ZONING C-G
C_G ADJECENT PROPERTY BOUNDARY 2.1 AC.± 2.2 AC.± 2.2 AC.± 2.2 AC.± ^2.1 AC.± COMPREHENSIVE PLAN DESIGNATION MIXED USE REGIONAL
o
O FOUND 1/2 INCH REBAR o / COMMERCIAL AREA (C-G) LOTS 3-8 13.8 ACRES
0 FOUND 5/8 INCH REBAR _� / RESIDENTIAL AREA (C—G) LOTS 1,2 15.9 ACRES
FOUND BRASS CAP 2 TOTAL SITE AREA 29.7 ACRES
M
TOTAL LOTS 8
FOUND ALUMINUM CAP
SURVEY BENCHMARK 0 O Z
�nAG RACKHAM O O
CALCULATED POINT SUBDIVISION ° 1,�g"� _-N \
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(C-G) p C� 24'
PROPOSED IMPROVEMENTS C2 /
Q
s s s SEWER LINE C3 1 63' 43' 104' 172' 172' 171'
—W—W— WATER LINE 2
—SD-SD- STORMDRAIN LINE
Q
m
PI PI PRESSURE IRRIGATION LINE a /
SEWER MANHOLE m
wv
x WATER VALVE
FIRE HYDRANT
r
EXISTING IMPROVEMENTS `o C_G /
s s s SANITARY SEWER LINE ! LOT 2 cr°
393,397 SF N LOT 1 /
w w WATER LINE in 9.0 AC.± 300,797 SF
G G G GAS LINE o 6.9 AC.± ,w
O cry
—OP—OP— OVERHEAD POWER LINE z o
Gi G GRAVITY IRRIGATION LINE 2
0 SEWER MANHOLE /
x WATER VALVE
® WATER METER /
� PRELIMINARY PLAT NOTES
=9, FIRE HYDRANT
POWER POLE 1. DEVELOPMENT IN THIS SUBDIVISION SHALL CONFORM TO THE APPLICABLE ZONING REGULATIONS OF THE CITY OF MERIDIAN IN
EFFECT AT THE TIME OF ISSUANCE OF A BUILDING PERMIT AS MODIFIED BY THE APPROVED SUBDIVISION PLAT.
m POWER BOX
®---n ,-- — _ _ _ 279' 405' 483' p 2. ANY RE—SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY SHEET INDEX
V p OF MERIDIAN.
EP EP EDGE OF PAVEMENT N89'14'1 1"W 1339.30' S89'14 17 E 1 166.86' 0 — PP1.0 PRELIMINARY PLAT
EG EG EDGE OF GRAVEL FOUND ALUMINUM CAP I I 3. IRRIGATION WATER HAS BEEN PROVIDED FROM NAMPA AND MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE WITH IDAHO CODE
FOUND ALUMINUM CAP CENTER—SOUTH 1/16 CORNER SECTION 31-3805(1)(b). A SECONDARY IRRIGATION SOURCE SHALL BE PROVIDED AND MEET THE CITY OF MERIDIAN PP1.1 EXISTING CONDITIONS
SOUTHWEST 1/16 CORNER SECTION 16 I I REQUIREMENTS.
2645 SECTION 16 I PP2.0 PRELIMINARY ENGINEERING
m — EXISTING GRADE CONTOUR BELL STEVEN C I I CEDERGREN OLOF ERIC& / 4. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503, RIGHT TO FARM ACT, WHICH STATES NO AGRICULTURAL
N 1235 S ROLLING HILL DR(R 1) HELEN G TRUST
o I OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE PRIVATE OR PUBLIC, BY ANY PPL1.0 LANDSCAPE PLAN
JEWEL ao I 1260 S ROLLING HILL DR(R 1) CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NON AGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR
LL co MORE THAN ONE (1) YEAR, WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE
SUBDIVISION MI o PROVISIONS OF THIS SECTION SHALL NOT APPLY WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT
� � OPERATION OF ANY AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION THEREOF.'
RACKHAM EAST SUBDIVISION
l7 J
3: — — — — I 5. RESTRICTIVE COVENANTS AND CONDITIONS RECORDED IN CONJUNCTION WITH THE FINAL PLAT WILL BE IN EFFECT FOR THIS MERIDIAN ID
CURVE TABLE L z SUBDIVISION.
ROLLING HILL I I I I PRELIMINARY PLAT
CURVE RADIUS LENGTH DELTA CHORD BRG CHORD O I O
SUBDIVISION
W C1 310.00' 22.04' 4'04'25" S64'33'26"E 22.04' of I I BENCHMARKS z BVA ROLLING HILLS NO 1 LLC N AL fN
C2 339.50' 153.33' 25'52'36" S75'27'32"E 152.03' I 1285 S ROLLING HILL DR(R-1) TURNBOUGH DAVID PK NAIL
C3 339.50' 8.97' 1'30'49" S89'09'14"E 8.97' I I 1300 S ROLLING HILL DR(R 1) BM#1 6MAG N: 704011.32
Q FOUND BRASS CAP , E. 2467543.25
SOUTH 1/4 CORNER ELEVATION: 2674.42 ��10/25/211
0821 0
CONTACT INFORMATION SECTION 16 �FgTF \oP� � ENGINEERING
L OF 5725 N DISCOVERY WAY
P. MCCP� BOISE,IDAHO 83713
z DEVELOPER/OWNER ENGINEER/SURVEYOR
PHONE(208)639-6939
BRIGHTON DEVELOPMENT INC. KM ENGINEERING kmengllp.com
2929 W. NAVIGATOR DR., SUITE 400 5725 N DISCOVERY WAY DATE: DUNE 2021
MERIDIAN, IDAHO 83642 BOISE, IDAHO 83713 Digitally signed by
3 PHONE: (208) 378-4000 PHONE: (208) 639-6939OJECT: 20-219
Q CONTACT: JON WARDLE CONTACT: KEVIN McCARTHY, P.E. Kevin McCarthy,MCtll PE
EMAIL: jwardle@brightoncorp.com EMAIL: kevin®kmengllp.com Date: 2021.10.25 SHEET NO.
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15:12:53 -06'00' P P 1.0
GI BOX
- - - - - - - - - - - - - - - _ _ _ _ _ _ RIM: 2673.97
15" RCP IE (N): 2670.04t(SUBMERGED - - - - - - - - - - - - - - - _ _ _ _
24" SQUARE HEADGATE (W): 2670.62 - - - - - - - - - - - - - - _ _ _ _ _ -
12" PVC IE (S): 2671.22
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- - - - r-12" PVC IE (N): 2671.20 _ _ _ _ _ _ _ _ _ /_
wm I 12" PVC IE (S): 2668.47 - �I- - - - - - -, SUMP: 2667.702II h!
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Z \ \ �I I 115' IRRIGATION ACCESS I \ I I I 2674 2, 12" CMP IE: 2674.63 C�
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g � ' I No. 619430 \ I�o� i I I I I I 12" CMP IE: 2674.2
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I \ I I \ I 12" CMP IE: 2674.44 I 12" PVC IE: 2673.63
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RIM: 2669.44 12" RCP IE: 2674.4
I I I 112" PVC IE (N): 2666.06 _ - - -26�3 L _ _ - - - _ - J \ \ �/� 12" I(RCP IE: 2674.79
\ , �14"
12" PVC IE (S): 2665.48 W PVC IE (S): 2664.869 I12" HEADGATE AT WEIIR:L 665.41-
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ISSMH RIM: 2669.78 WIoo EXISTINGRIM: 2666.41 6" SVC 12" PVC IE (N): 2664.98 '0 GAS LINE v
8" PVC IE (W): 2656.4 12" PVC IE (S): 2664.78 zw Cv ''S =
PER RECORD DRAWINGS PVC IE (S): 2656.48 /o
°8 PVC IE (E): 2656.52 Oi / \ I I CONDUIT PER ID POWER
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8"W (0 I I/F ACILITY MAP (NO EASEMENT)RIM: 2666.96 I `N -` - - - - - _ I 1`L I I I� 10' PUBLIC UTILITY AND
6" SVC O
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" PVC IE (W): 2657.00 I r- - - - - - `l. , , -i DRAINAGE EASEMENT
PER RECORD DRAWINGS 8" PVC IE (SE): 2657.03 P P P P P P P P I I I PER ROLLING HILL SUB. (TYP.) Q
8" PVC IE (NE). 2657.04 IrT
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PER RECORD DRAWINGS DRAINAGE EASEMENT PER I I- I I , 12" RCP IE: 2669.82H20 BLOW
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12 MP IE: 2670.01PER RECORD DRAWINGS C
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PER RECORD DRAWINGS REMOVE APPROXIMATELY 512' OF I I I I " I I I APPROXIMATE LOCATION OF DITCH /
\ EXISTING PRESSURE IRRIGATION LINE I I I `D^ I I ✓ I � �' /
\ I GIMH \ 11 I I I \ I N (�)/
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REMOVE EXISTING GRAVITY RIM: 2668.27 I 12" RMP IE: 2673.57 I � i N � 0_
\ \ IRRIGATION MANHOLE I I 12" PVC IE (N): 2663.57 I I \ 12'Cl 11 ' ))ems`
12" PVC IE (S): 2663.47\ a I I I I �lll
W 12" PVC IE: 2673.7
\ 1110' PUBLIC UTILITY AND
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8" PVC IE (E): 2650.44 cS 0 o
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\s I I IRRIGATION MANHOLE
6 I I 1 1 I I 4"
- - - - - - - - - - - - - - - - - - - - � W- - - - - - - - - - - - - - - - - - - - - - - - - - - .� Q C,JMP IE: 2668.5�4 I I \
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- - - - - - - - - - - - - - - - - - - - - - - - - -
_ - - - - - - J �N 12 CMP IE: 2669.73
- - - - - - - \ 12" PVC IE: 2671.68
6"PI P g" a, 26
-I - - ci�'�I � �I ig cI L �1� I 26� / 12" PVC IE: 2672.00
GIMHZia. 267(_ L - - Jam__2673 �> , - - - -
-
\ -2671 CMP IE: 2669.4 -2674 G- - � - - - - - -
RIM: 2664.92 12" -
12" PVC IE (E & W): 2660.07 \ I I I 'I 8.. CPP IE: 2669.86 66 24" CMP IE: 2668.55
GIMH I a I I 12" PVC IE: 2673.4
RIM: 2667.04 W f I
12" PVC IE (N): 2662.34 , I 4 I / I
12" PVC IE (W): 2662.24 I I ,�
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W I I I RACKHAM EAST SUBDIVISION
II a.
II I MERIDIAN ID
JEWEL I a W ROLLING HILL EXISTING CONDITIONS
SUBDIVISION -�I I L SUBDIVISION I
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ENGINEERING
N I I 1 li OF 5725 N DISCOVERY WAY
BOISE,IDAHO 83713
z I I I I a I I I I PHONE(208)639-6939
P. MC
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EXISTING CONDITIONS ' ' ' I I I �I III I I DATE: OCTOBE 22021
3 PROJECT: 0-219-219
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0 100 200 300 SHEET NO.
Plan Scale: 1" = 100' P P 1. 1
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CONNECT TO EXISTING
PRESSURE IRRIGATION MAIN
-I 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI r
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SUBDIVISION N /
50' RID /
ENBAUGH zo
N MER'DIANE R' P,R AMPAA`
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CONNECT TO EXISTING SSMH /
PRESSURE IRRIGATION MAIN RIM:2672.51
SSMH SSMH a / /
INV IN:2658.59 8" PVC
FL RIM:2670.07 RIM:2671.68 / o /
INV OUT:2659.07 8" PVC INV IN:2657.46 8" PVC INV OUT:2658.49 8" PVC / m
8"w a"w INV IN:2657.46 8" PVC SSMH / a
B� s I INSTALL SANITARY INV OUT:2657.36 8" PVC RIM:2674.28 0
CONNECT TO EXISTING a�/ 6"PI 6"ai s SEWER MANHOLE INV OUT:2659.90 8" PVC IRONWOOD
WATER MAIN SUBDIVISION NO. 3
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6"PI 6"PI 6"PI 6"PI 6"PI 6 1 6"PI 6"PI
8"W 8"W 8"W 8"W 8"W a00
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8"w 8"W 8"W 8"w ` 8"W 8"w INSTALL SANITARY a
SEWER MANHOLE / �z PRELIMINARY ENGINEERING NOTES
a / Q
a (o / U / 1. THIS SITE PLAN IS PRELIMINARY AND SUBJECT TO CHANGE.
INSTALL GRAVITY IRRIGATION 3 =
MANHOLE AND CONNECT TO / 2. DOMESTIC WATER SERVICE WILL BE PROVIDED BY CITY OF MERIDIAN. WATER MAINS WILL
N EXISTING PIPE / mQ BE ROUTED THROUGHOUT THE SUBDIVISION CONNECTING TO THE EXISTING WATER MAINS
INSTALL GRAVITY a / 02 IN RACKHAM SUBDIVISION.
a IRRIGATION MANHOLE / mQ 3. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE PROPERTY
/ WILL BE SERVED BY CONNECTING TO THE EXISTING SEWER MAINS IN RACKHAM
SUBDIVISON.
4. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE REFINED
RACKHAM O (o / / DURING FINAL DESIGN.
SUBDIVISION CO / 5. ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN ACCORDANCE
WITH THE IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF MERIDIAN
FUTURE ACHD a / w REQUIREMENTS.
TURNAROUND EASEMENT
FOR ROLLING HILLS DR. / 6. PRESSURE AND GRAVITY IRRIGATION IMPROVEMENTS SHALL BE DETERMINED DURING FINAL
`o SSMH / DESIGN.
RIM:2667.28 INSTALL SANITARY / �
INV I667.2 .46 8" PVC $ / 7. CONSTRUCTION OF THE FOLLOWING IMPROVEMENTS WILL BE IN COMPLIANCE WITH THE
EXISTING SSMH SEWER MANHOLE .a / o STANDARD MERIDIAN CONSTRUCTION NOTES: WATER; DRAINAGE; SEWER; AND PRESSURE
RIM:2661.42 INV OUT:2653.36 8" PVC (o / a �,
o IRRIGATION.
INV IN:2650.44 8" PVC INSTALL SANITARY
SSMH SEWER MANHOLE SSMH / 8. CITY OF MERIDIAN SANITARY SEWER AND WATER EASEMENT LOCATIONS TO BE DETERMINED
CONNECT TO EXISTING INSTALL SANITARY RIM:2664.79 RIM:2670.88 / / DURING FINAL DESIGN.
SEWER MANHOLE INV IN:2652.13 8" PVC �, CONNECT TO EXISTING /
SANITARY SEWER MAIN PRESSURE IRRIGATION MAIN / \ /
�, INV IN:2655.77 8 PVC
INV OUT:2652.03 8" PVC
INV OUT:2655.67 8" PVC � o /
8 S 6"PI 6"PI 6"PI 6"PI 6"PI 6"PI�6"PI 16'PI 6"PI 6"PI 6"PI 6"PI�
8 S 8"S 8"S 8'S 8"S / a
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- - - - - - - - - I 6"PI 2„GI 6„PI 1�-6„PI I 6„PI
8 S 8 S 8"S 8"S 8`"9 /
TOP �6>r TOP TO TOP TOP SSMH
TOP TOP d 1-RIM:2671.75 d01 d01 d01 - - - - -
INV IN:2655.14 8" PVC
INSTALL GRAVITY IRRIGATION MANHOLE INV OUT:2655.03 8" PVC a
AND CONNECT TO EXISTING PIPE I I o w
N I INSTALL SANITARY o /
o SEWER MANHOLErj
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J o RACKHAM EAST SUBDIVISION
JEWEL I I
SUBDIVISION - - - - o ROLLING HILL MERIDIAN, ID
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SUBDIVISION
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BOISE,IDAHO 83713
a PHONE(208)639 6939
PRELIMINARY ENGINEERING kmengllp.com
DATE: OCTOBER 2021
3 0 100 200 300 PROJECT: 20-219
d
Plan Scale: 1" = 100' SHEET NO.
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