PZ - Pre-plat Curve Table PRELIMINARY PLAT FOR .�
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Curve # Length Radius Delta Chord Bearing Chord Length ROC KBURY
SUBDIVISION
C1 193.38' 485.54' 22°49'1 1 " N72°02'37"E 192.1 1' Line Table 0 J-U-S ENGINEERS, INC.
. Line # Direction Length SITUATED IN THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF SECTION 22, SUBDIVISION
C2 1 17.85 372.50 18 07 37 S10 31 10 E 1 17.36 TOWNSHIP 4 NORTH RANGE 1 WEST, p SNG U a� d-
> ° � L1 N00°30'49"E 40.00' ' BOISE MERIDIAN
C3 185.06 227.50 46 36 28 S24 45 35 E 180.00 GROVE Z > It
L2 s61°18'10"E 20.66' MERIDIAN , ADA COUNTY, IDAHO UB MSIO Q o C,
co W
C4 144.13' 187.50' 44°0235" S70°05'07"E 140.61' � O 1 n M
C5 38.98' 72.50' 30*48'14" S76'42'17"E 38.51' L3 S28°41 '50"W 73.67' 201 7 PROJECT a 9 W p O O aj rn Eo
> L4 S00°30'34"W 78.90' LOCATION B MS10 W N co C1 M 6
C6 176.88 225.00 45 02 28 S06 10 36 W 172.36 Z U a) 00 o a, °
C7 1 1 1.77' 380.00' 16'S1 '1 1" S0T55'02"E 1 1 1.37' `f N °� N N
PUMA � Q Z m Cf)
SUBDIVISION Y 1 W 0 L� 3
m Cj) C
Y . CHINDEN BLVD HWY 20f26� � m
LUHR Ao N
S B MSI N m f- N FIDGE
z c�i SUB I SION
VICINITY MAP
SCALE: 1"=1000' A
1/16 CDR BOUNDARY LEGEND
0 100 200 - Subdivision Boundary Line 83
- - - - - Section LineoP��
SPURWING - - - Match Line �sCF OF
GROVE - - - - r e
,....- Center Line
TT WD
SUB (VISION1-7
- SCALE IN FEET - Right-of-way Line
NN - - - Existing Parcel Line
cS�• .............................. - - - - - - Existing Pioneer Irrigation Easement Line W
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Existing Settlers Irrigation Easement Line W ❑
- Existing Meridian Sewer Easement Line W ?z a
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61 \; \\ - -- -- -- -- -- - Proposed Settlers Irrigation Easement Line o W W 0-
tY% =� ;.r �< \ \\\ - Section Corner Cr m m
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•�oj j \ \;; Quarter-Section Corner 0)Z Z Z W
60 '
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UNPLATTED ��(; n Q - Found 5/8 Rebar u,u,❑ W z
N \ ❑2nO� z
Property Corner o z o a W
20 LANDSCAPE r i U. a m > z
BUFFER I l i \ UW LL _ ' O
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EXISTING SEWER p, I (n �, l = w z Z U
Block 2 ' i�; :,`�T =1 NOTES: o W 12 o
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1. CONTOUR AND SPOT ELEVATION DATA IS REFERENCEDcc
TO NAVD '88 DATUM. a `� O o
0) . 2. ALL DRIVEWAYS IN THIS DEVELOPMENT ARE PRIVATE DRIVES AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF MERIDIAN � Z o a S
'.i �. SPURWING STANDARDS FOR DRIVEWAYS. Q
1- UQ � OZ
PROPOSED 0= im GROVE O z W W W
,.
SEWER STUB ; 3 i / \ SUBDIVISION 3. LOTS 1, 2, AND 3 IF BLOCK 1 ARE COMMERCIAL LOTS WITH CROSS ACCESS AGREEMENTS. LOT 1 OF BLOCK 2 IS A COMMON LOT AND w a k
j t 253777 sf \, WILL BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION. = aEE
PROPOSED \ ir, z
cc
WATER STUB 5'83 ;" ! 4. STORMWATER RUN-OFF GENERATED ON THIS SITE SHALL HAVE A QUALITY CONTROL TREATMENT PRIOR TO BEING CONVEYED TO ONSITE
\ j \ STORAGE FACILITIES.
R-15 \\
5. PUBLIC UTILITIES SHALL INCLUDE WATER, SEWER, ELECTRIC POWER, NATURAL GAS, TELEPHONE, AND CABLE TELEVISION.
r
PROPOSED _ \ .,"
13.0 ` WATER STUB SECONDARY j9, t 6. THIS SUBDIVISION WILL RECEIVE IRRIGATION WATER FROM THE SETTLERS IRRIGATION DISTRICT. THE PRESSURIZED IRRIGATION SYSTEM WILL BE
iE ACCESS `, MAINTAINED AND OPERATED BY SPURWING GREENS MASTER ASSOCIATION.
W
7. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF IDAHO CODE, RIGHT TO FARM ACT, WHICH STATES, NO AGRICULTURAL OPERATION,
'a 6a.0' GIRR / o w AGRICULTURAL FACILITY OR EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR PUBLIC, BY ANY CHANGED CONDITIONS IN z
\ \ OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR MORE THAN ONE (1) YEAR, WHEN THE 0
• ? EASE NT ' �\�' SA ;,mm - I " OPERATION, FACILITY OR EXPANSION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS -
\ SECTION SHALL NOT APPLY WHEN A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN AGRICULTURAL OPERATION, _
_ . . \ \� \ AGRICULTURAL FACILITY OR EXPANSION THEREOF. Q
_.
WELL HOUSE { :: EP EP _ __.._ EP ......_ EP _ \Sr / j
TO REMAIN 8. DOMESTIC AND FIRE PROTECTION WATER SHALL BE PROVIDED BY THE SUEZ WATER.
z
W : \ P WATER STUB, !'c. \ \` \ : 0
TO BE p� `� ;> ti \`+ V AA `� 9. SANITARY SEWER COLLECTION SHALL BE PROVIDED BY THE CITY OF MERIDIAN. z U
RELOCATED PROPOSEDi
.. , SEWER STUB y, A ................_... . : . ...... » E PROJECT AND ARE IDENTIFIED ON THE LANDSCAPE PLAN. THESE AREASLU
-
�' 10 LANDSCAPED COMMON AREAS ARE LOCATED THROUGHOUT TH
M I ;._ _. \ ` , \ I SHALL OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION.
I \ ..... 6 _
T 53 3 E . ...� 3 BE �
O ;r,'; \ - - \ \\ 11. DANCE WITH F MERIDIAN STANDARDS EFFECT AT TH\ C4` _ 1.Q7 74 CS BUILDING SETBACKS AND DIMENSIONAL STANDARDS SHALL BE IN ACCORDANCE THE CITY O MER ANDARD E
O _...
( \ 1 I I L2 TIME OF DEVELOPMENT. Q J n
Z \ \ I \ I 0
12. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ZONING REGULATIONS IN AFFECT AT THE TIME OF THE m 0 0
.- i / i / RE-SUBDIVISION.
M l 3 E OWNER SHALL COMPLY WITH IDAHO COD SECTION 31 3805 OR ITS PROVISIONS THAT APPLY TO IRRIGATION RIGHTS z
MAIN` J N �
AC S / MAY Q
\ \ /
00
\ 14. THIS PROPERTY IS IN ZONE X OF THE FLOOD INSURANCE RATE MAP NO. 16001 CO140 H. COMMUNITY PANEL NO. 0140 H, WHICH BEARS z
c� I RTO BEELOCATED \ ' \ i`• �'. Block 1 I i l AN EFFECTIVE DATE OF FEBRUARY 19, 2003 AND IS NOT IN A SPECIAL FLOOD HAZARD AREA. Q
26.0 i, �\ �, :� ` f 'r / }� If - J 0
\ 2 _ �\;, Cr
g a ( \ PROPOSED ``.. �54871 sf 40.0' GIRR ' // I LAND USE SUMMARY m z
� � w
n w f \ a ? 15b3-cc` i U
\ACCESS ROAD, y ._3 ... _. _..... r' EASEMENT // / 1 �_
TOTAL AREA: 23.59 AC.
\ C-N v / ` i TOTAL LOTS: 4 LOTS U X
EXISTING ZONE: R-15 C-N W
PUMA ::�_ t PROPOSED ZONE: R-15� C-N
_ SUBDIVISION v l > c - 1 / _ y.
i'®ri'rrrarrrirr® ;` I
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a� a , i \ \: ' ._. i II i' .._ _.. ../ EXISTING'/ z
U 13.0' TO BE I U j L ✓ >I h BUILDING
i cn _... t �►®rrrrrr�►ir� % TO
❑ PR IVA E RELOCATED c :_> 248 _. ,
DRIVE .. ,. ', m
EASEMENT ? SECONDARY I \ \\ f 1 ,` _ 66fl'€ w
ACCESS
o Point of Beginnin RIGHT IN
CL 9 RIGHT OUT / 1048.2' ; ` <; 'i` - _...... ...... ... _... .. .. _.
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W W 21 22 1323.62' J
- 1323:62 -- _ _
t W - - - _ _ - - _ _.._ - - 22 ERI N RD
ROCKHA BOR CHURCH, FILE: CHURCH PRE-PLAT
» - _._ _._ -- =-- _ ^,.�. L LA 1608 N. M DIA JUB PROJ.#:# #######
W W 28 27 W. CHINDEN BLVD. (HWY 20\26) N89 17 18 W 2647.24 ._: - _- -`...._ ... �.,.., - - - �0�
m Basis of Bearing DESIGN BY: ####
27 �'� �/�1/S Tf s MERIDIAN, ID 83642 DRAWN BY: ####
N J /117 (� -
n� aJ CHECKED BY:NE H
RIDGE s�z�`y�ty�o LAND SURVEYOR CIVIL ENGINEER IAT NCH.
SCALE
EACCOR ACCORDINGLY
CO SUBDMSION O OF O
r c � q �P �► INC S A CCO DIG Y
_ py CODY McCAMMON, P.L.S. SCOTT WONDERS, P.E. LAST UPDATED:2/14/2017
A!, McCa J-U-B ENGINEERS J-U-B ENGINEERS SHEET NUMBER:
250 S. BEECHWOOD AVE. 250 S. BEECHWOOD AVE.
N r
BOUNDARY STE. 201 STE. 201
BOISE, ID 83709 BOISE, 1D 83709
a � PP-01
Y � CERTIFICATION
oc; 208-376-7330 208-376-7330
o �