CC - Preliminary Plat S.24 S.19 Notes.
® 1. ALL LOT LINES COMMON TO A PUBLIC RIGHT-OF-WAY SHALL HAVE A TEN-FOOT (10')
a
"25 UTILITY EASEMENT.
2. THE INTERIOR SIDE YARD LOT LINE SHALL HAVE A FIVE-FOOT (5) WIDE EASEMENT FOR a
o .
boo =
PUBLIC UTILITIES, PROPERTY DRAINAGE AND PRESSURIZED IRRIGATON UNLESS DIMENSIONED o a'� �-'
` _ ( I f ( I OTHERWISE. SAID DRAINAGE AND IRRIGATION EASEMENTS ARE RESERVED FOR HOMEOWNERS o a- a
d
TT
�� PROPOSED I:. 72. 2' 72.5 'f I ( � � ASSOCIATION OR ASSIGNS.
i F
: 72. N89'34'51"m N
RE-ALIGNMENT ; 7 cB. °{5' "E 3. ALL REAR LOT LINES SHALL HAVE A TEN-FOOT (10') WIDE PUBLIC UTILITIES, PROPERTY a
51' ' OF NORTH SLOUGH " r 25.00: 1 a
\ 15 ' 1" 17. ' s I, 1 DRAINAGE, AND PRESSURIZED IRRIGATION EASEMENT.
` 1 1' * 4°51"E 454.2t
' I N L'3
0
1" dommom
6,6BLOCK 3; LOTS 9 & 13 BLOCK 4; ARE DESIGNATED AS
g � �\ ; POINT OF 4. LOT 14, BLOCK 2, LOT 19, ,
41 g is
BEGINNING COMMON/LANDSCAPE AREA LOTS AND WILL BE OWNED BY THE HOMEOWNERS ASSOCIATION
' \ I AND/OR ASSIGNS.
DIRECTOR-
r �_ - -------.. - - o- 00
5. VEHICULAR ACCESS TO LOTS ALONG W. CHINDEN ROAD/HWY 20/26 IS PROHIBITED UNLESS
SPECIFICALLY ALLOWED BY ADA COUNTY HIGHWAY DISTRICT AND THE CITY OF MERIDIAN.
_ V , _ V a , ' y _ . . b y y 6. NEW CONSTRUCTION OF SANITARY SEWER AND WATER MAINS WILL BE 8-INCH PIPE UNLESS p
L 70.53° - _ _ _ _ _ r . W _ _ _ -
- - --- = Na OTHERWISE.
1 . 4' --/� LL . i r t�' 4.9'"'-Pt ` y " P PIRt80.0' t 78.a'$tRR Pt 16.0° PIRR 7$.01-PIRR -P076.0' 25.9' -=52.2'-P , r27224 IF
8 PI NOTED
R: 253.00� N72, 4TE / �/ �' 19 :.. �;,�.ptitR 76.8 3 ,III\\ BLOC1 7 59 a "" 16.4pIRR-- 975,,piRR ° _ f v 7. ALL EXISTING EASEMENTS ARE SHOWN PER CURRENT TITLE REPORTS.
L 50.92 D: 14'3211 ��/' � ..�-' r :15005 IF %� -.a ptRR�°"'16'8 ` I �_ � I I I I I I ptRR d92.9'---t=IRR - _
50.84' f//' I I [ I I I I I I ( 8. PRESSURE IRRIGATION SYSTEM TO BE PROVIDED. THE SYSTEM WILL BE OWNED & MAINTAINED
N84"�7`21'E z_ Ln i BY THE HOMEOWNERS ASSOCIATION.
1 ;n 1 �cli \1 � - 2 �, � �, 5 6
D: 11 1'57" _ W NI3.'o � ` 17 �' 4 � CN � k 7 /k, 1 old 9. THE PROJECT LAYOUT CONFORMS TO THE EXISTING GROUND PROFILE SO THERE IS A MINIMAL
9 1 .66 1 � =52"E t w W W e® "1� ' t 1 9950 IF V 1028a SF 16a23 SF 9766 SF 10023 SF 9766 SF 9974 SF 9217 SF 9982 IF ®,� o
10234 SF I - AMOUNT OF CUT OR FILL REQUIRED DURING CONSTRUCTION.
15 9433 IF I I _ 81> I `� t 1 Itry
14 1 9433 IF ti I I `� . I I �- [ t I I I I 10. DRAINAGE DISPOSAL SHALL BE VIA SUBSURFACE FACILITIES AS APPROVED BY ACHD AND/OR
9251 IF 6= _ _ 'm - DISCHARGING RUNOFF INTO EXISTING DRAINS AT HISTORIC RATES.
I � 8816 IF ` I 80.0' 78,0` `76.a' 78A' 76.0` 78.a' 76.0` 12. � 1a0.a' `o, i
I ` �O d I 1 11. THIS SUBDIVISION IS SUBJECT TO COMPLIANCE WITH THE IDAHO CODE SECTION 31-3805
a _ ♦ 1` i I CONCERNING IRRIGATION WATER.
o o �'s 515 w - w w w w w 11 Coma $
`y41 13 ss, 158 W --'-® - - `°" _ 8505 IF
�I 1 12. ANY RESUBDIVISION OF THE PLAT SHALL BE IN COMPLIANCE WITH THE MOST RECENTLY
,---'" _ _ , o , APPROVED SUBDIVISION STANDARDS OF MERIDIAN CITY.
973 SF:. 4 ® 12065 SF II $ cn I
a 11332 IF -
86.4 ill ''"� , PIRR -79.8'-PIRR I IR 100.0' P 1aa.o' PI PIRR-100.a'-PIRFL _ _- - , I
t
5
122.7' 1 a3. a t 1 1927 SF `� 106.7
Le
I U - I _ Io 1 12 I 1 o `, � ``� ��` Q,2) �
9226 IF cc g / 96.4' ��7t 10 I I ;�, o ,�' o �: �� I FOUND BRASS OR ALUMINUM CAP
i C' ' 9750 IF C_i 'r' I � - "l '
c� �, 2 s CN m �, co 10114 IF = ` 10114 IF 9515 IF - 10073 SF 0O
0 10148 IF �7 mI` . . °
SECTION LINE
055 1212a.0 , 12 49.8 , - - - _ _ _® , •sl" ` < `` SUBDIVISION BOUNDARY LINE
_ Q > - - - - - _120.a = - \ / 3 _- -120.0 120.a I 120.0' 120.a' f 12aA a
- _ - -
o- 10 -
cc m CL W 12 I 11322 IF �, -y- - - - _ - _ _ - ROAD CENTERLINEoe
=6 8640 IF 3 '�' s`Pc . \ h t ;_' 12753 IF la 11 <?I { 2 0 2 N
I .� 9 c> �, o I o � f a' RIGHT-OF-WAY LINE2i
z 7877 SF ® `� , t � I � 9840 SF 00 9120 IF 9 40 IF
00 9361 SF
,® 936a SF 3 -- -- -- INTERIOR LOT LINELL
I ® / G %
_ _ _ _ ' - - - - 1 . I PROPOSED SEWER WITH MANHOLE
/ 2.0`A 11156 IF I 120.a' a 120.0 12a.a 120.a' 3 20 0 ,
a G � 4 a ®R,p - - � 1 � � �
7812 SF ��� jt�r9, 9a.0 3 tdI 3 o I I PROPOSED WATER LINE
10789 IF ` � 0 o I 3 ^ 3
-0 , 5 / 8 `� Q� < `D L6 - 8927 SF I�' 0 3 9122 IF
- - -" ` - ` - - - � - - - - - _� - `� � - - / ® a2� Q` 9 �, " '�I o 9600 SF ' � � I PROPOSED FIRE HYDRANT LOCATIONS
_ _ 2� / 8640 IF � 9120 IF co c 9600 IF ,
o Lt�G L G 6 , I D _ ` ' _ v - - ® ` - - _ _ f PIRR PROPOSED PRESSURE IRRIGATION
120.0 0- 0 8097 SF C.?
- - 120.0 _ _ _ 3 12a.a - c
- _ _ __ - _ _ _ _ _ _ _ _ 12a.a'
p 120.a' _ Z N PROPOSED CURB, GUTTER AND DETACHED SIDEWALK
® / - -
rr
� - - - - _. ` - - - - - - -d �� � I 9130 SF Pt '71.8'-PI 3 � 9 � E 4 �
0 1° o \ I ! ��ti 3 7 I� 4 �Ia 3 0 � o z
- - - - - _) ,�S`� '� a 9120 IF r-I�, 4 9363 IF '`` inn PROPOSED STORM DRAIN FACILITIES
- _ 11259 IF ��y 6 9120 IF '�I o I � co EL � p
7 �.; 9840 SF N 3 co 984a IF t I W E -I `" _ ® ,d' 8687 IF o f 60 _ _ _ 60' _ _ 120,0' _ _ BLOCK 5 I , _ _ D _ H -' --2 ^- 2 CONTOUR LINE W
67,8 9504 IF f _ _
N7 �23t" p,RR 26.gJ }� � ` 8 a 120.0' 0 _ 120.0' _ _ � _ _ _ _ 60 12a.1 - � � � EXISTING SEWER � 2i
9542 IF s. 120.0 - 3 - - - - - - - `n
JiL
I �sgl�jjlj ® 8620 IF �s�' C4 �~ - 9120 IF ` = �,C14` 5 / ® I 9124 IF _ 18 LOT NUMBER
72 8 10746 IF
o I 5 00_ ci - 9842 IF 00
8p ,~ - � 13117 IF �' _ 12a.0' _ _ PROPOSED STREET LIGHT LOCATION
P11 S 9' Z
10432 IF / p/ R - - -- _ _ - - - 1. - - - - cs Q
;� 6 Q, p'R 7 120.0' 0 8 a
0,
,,��� / _ _ .,� R_�g o.®ptRR I L6 I oc
cS'y� � D I V g / 66.0 _ PrRR 10146 IF `�'I N 9366 IF w
P
�1 �s� 9778 IF � L G 66.0 �'.., ----.._ ,RR I " 8 12a.1`
� 5 ► 66 O - -- �, r105.9' 10067 IF - - - _
a. NAVD '88 Datum
0.0t
9318 IF °=' 4 0 f t - _`:_ `�--`` - 9�®j Q - - - - - - --' II
-m �. _ 7922 IF - �- - _._ - ® - l __. ® ® - ar_ l - - - -- `_-- - o \ �, 1. TBM #1 EL. = 2582.44
PROPOSED - 1- - - - i 60�, - __�""`-- .., yt 7 N I CHISELED SQUARE AT TOP OF CURB ON SOUTH SIDE OF INTERSECTION
RE-ALIGNMENT I 3p g''R t 7920 SF o 6p _
f �' OF W. GABLE ST. AND N. FOX RUN WAY f10 FROM THE EAST END OF
OF KNIGHT LATERAL I gp ap" p'R p/RR f t 7920 IF 1 t 66�' 66 _�� ' 4 11321 IF lam ! CURB RADIUS ON SOUTHEAST CORNER OF THE INTERSECTION.
I --...66.0""-- t 9514 IF o 3 J
I p! RR f g f t 66.0k � 1 2. TBM #2 EL. = 2583.24
I I \ 66.pjr PIRR p f 0 15 14 f f 66.pj D4 \ \ l¢\ I -- - t ' CHISELED SQUARE AT FRONT OF SIDEWALK ON WEST SIDE OF N.
` I �t6s D RR 3 9514 SF /A F t 71.2' \' \ G,p ( - i DIETRICH AVE. f8 SOUTH OF END OF SIDEWALK AT THE END OF
I 0.0)
__ t 7920 5F /Z:� 13 o ft t \\ ® PHASE 17.
p'R -ti-1 f 7920 IF 12 a 11 f t \ BLOCK 1 \\ 3. TBM #3 EL. = 2584.71
I T = R..8a�,``ptRR =-�-�. t 7920 SF �, CHISELED SQUARE AT FRONT OF SIDEWALK AT SOUTH PC OF RADIUS
1 I ) 8763Q �` ti 1 g 8 AT THE SOUTHWEST CORNER OF INTERSECTION OF N. PRODUCER DR.
1 267 66.p RR _ t f 792a IF 14735 SF AND W. GABLE STREET.
-
I 66.0'� pi = _ 1 t 9254 IF I 10436 IF �a
1
U �� _ o°- is 1 Owner / Applicant:
ATTEp ss.p'-...p,R
APPROXIMATE LOCATION -80 p'RR ®- / 1B 601 TW. EXPLORER DR.
\ I OF BURIED IRRIGATION `� �'- =`�` -- -
e I I `\ p'RR-g4 '--` y a - - STE. 200
Q - I BOISE, IDAHO 83713
f I 1 (KNIGHT LATERAL) \ ptR 90.0 R-
N89'34'44" 94.14 f (20N: MIKE W0a
�I �� ( ATTN: MIKE WARDLE
Uj
Service Providers:
LL
SEWER: CITY OF MERIDIAN
WATER: CITY OF MERIDIAN
� P/L P jL P/L P/L
6a'-6" Preliminary Plat Development Features:
13'-6" 54'-0" 13'-6" 13'-6" 33'-0" 22'-0" I TOTAL ACRES............................................................ 27.23 ACRES
TOTAL LOTS...............................................................83
6" 5-0" 8'-0" 21'-0" 12'-0" 21'-0° $'-0" 5'-0° 6" 6° 5'-0° 8'-O° 16'-6" 16'-6" 8'-0" 10'-0" 4'-0°
SINGLE-FAMILY (SF) LOTS........................................79 - 15.21 ACRES (55.86%)
SIDEWALK LANDSCAPE LANDSCAPE ISLAND LANDSCAPE SIDEWALK SIDEWALK LANDSCAPE LANDSCAPE REGIONAL LANDSCAPE *COMMON AREA LOTS...............................................4 - 1.04 ACRES (3.80%)
PATHWAY *PLANTER LANDSCAPING...........................................2.08 ACRES (7.63%)
VERTICAL CURB N4 *OPEN SPACE TOTAL.................................................3.11 ACRES (11.44%)
6
STANDARD CURB & GUTTER
ASPHALT 6
STANDARD CURB & GUTTER
ASPHALT
GUTTER TYP.
(TYP) (TYP.) AS"PER PLANS ( 6.. PAVEMENT {TYP.) (TYP) (TYP.} AS PER PLANS PAVEMENT {TYP.) RESIDENTIAL GRASS DENSITY................................... 2.90 (SF LOTS/TOTAL ACRES)
1.75%-2% MAX. TYP. 1.75%-2% MAX. 1.75%-2% MAX. 1.75%-2% MAX. R-8 & RUT
2.00% 2.00% 2.00% 2.00% EXISTING ZONING.........................
- PROPOSED ZONING....................................................R-8
3/4" MINUS CRUSHED GRAVEL. BASE TO 3/4" MINUS CRUSHED GRAVEL. BASE TO
EXTEND 6" BEYOND CURB & GUTTER. (TYP) CONCRETE SIDEWALK (TYP.) EXTEND 6" BEYOND CURB & GUTTER. (TYP) CONCRETE SIDEWALK (TYP.) F=
PIT RUN. BASE TO EXTEND 6" 3/4" MINUS CRUSHED GRAVEL PIT RUN. BASE TO EXTEND 6" 3/4" MINUS CRUSHED GRAVEL
BEYOND CURB & GUTTER. (TYP) (COMPACTION REQUIRED) BEYOND CURB & GUTTER. (TYP) (COMPACTION REQUIRED)
81' RIGHT-OF-WAY 68.5' RIGHT-OF-WAY
21'-0" BACK TO BACK TYPICAL STREET SECTION 16'-6" BACK TO BACK TYPICAL STREET SECTION ®t °`'`'
r% r
SEE C-C SEE B-B
-NTS- - TS lop
-
P/L P/L P/L P/L T GROUP
60'-0" 89'-6"
INCORPORATED
462 East Shore Drive, Suite 100
33'-0" 13'-6" 13'-6" 54'-0" 22'-0" Eagle, Idaho 83616
Ph, 208.939.4041 Fax.208.939.4445
www.thelandgToupinc.com
6" 5'-0" 8'-0" 16'-6" 16'-6" 8'-0" 5'-0" 6" 6" 5'-0" 8'-0" 21'-0" 12'-0" 21'-0" 8'-0" 10'-0" 4'-0"
SIDEWALK LANDSCAPE LANDSCAPE SIDEWALK SIDEWALK LANDSCAPE LANDSCAPE ISLAND LANDSCAPE REGIONAL LANDSCAPE
6" STANDARD CURB & GUTTER 2 1/2" ASPHALT PATHWAY
(TYP) (TYP.) AS PER PLANS VERTICAL CURB NO
PAVEMENT (TYP.) 6" ASPHALT
1.75%-2% MAX. 1.75%-2% MAX. STANDARD A CURB & GU
2.00% 2.00% (TYP) (TYP.) AS PER PLANS GUTTER (TYP.)
g" PAVEMENT (TYP.)
1.75%-2% MAX. TYP. 1.75%-2% MAX.
2.00% 2.00%
T 3/4" MINUS CRUSHED GRAVEL. BASE TO
EXTEND 6" BEYOND CURB & GUTTER. (TYP) CONCRETE SIDEWALK (TYP.) 3/4" MINUS CRUSHED GRAVEL. BASE TO
3/4" MINUS CRUSHED GRAVEL EXTEND 6" BEYOND CURB & GUTTER. (TYP) CONCRETE SIDEWALK (TYP.)
PIT RUN. BASE TO EXTEND 6" j,LA artA
g (COMPACTION REQUIRED) 3/4" MINUS CRUSHED GRAVEL S c�SZ �'rh
BEYOND CURB & GUTTER. (TYP) PIT RUN. BASE TO EXTEND 6" {COMPACTION REQUIRED) Gj ISTER � �C,tST l
60' RIGHT-OF-WAY BEYOND CURB & GUTTER. (TYP)
e o �'v Project No.: 113005
'5 89,5 RIGHT-OF-WAY AY Date of Issuance: 04.23.2013
s 33 TYPICAL STREET SECTION {INTERIOR} �, 7880 752
Designed by. JMH
TS- 21 -0 BACK TO BACK ENTRANCE STREET SECTION -29 _ r
Mg` MELIMION A SEE A- s�qT oP�4 s a��d Checked by. GPS
0 60 1 I q ic OF E OF Sheet No.:
kLAT -NTS- �.wA � P.
m
HORIZONTAL SCALE: 1" = 60'
��o