PZ - Revised Plat PRELIMINARY PLAT FOR
HORSE MEADOWS SUBDIVISION
LYING IN A PORTION OF THE NW 1/4 OF THE SW 1 /4 OF SECTION 10, W. GREY TOWER DR C Cn
O
B.M. MERIDIAN, ADA COUNTY, IDAHOCn
T.3N . , R. 1Ell
2020
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E. PINE AVE :J
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o S SD BASIS OF BEARING Q
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S 89°24'30" E 1318.43' Y aSS N
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+\ - C-D - W. PINE AVE m
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- - - - - - PROJECT SITE J
6-0
WEST 1/4 CORNER 1 M °O O
SECTION 10 - f LA
CP&F INST. N0. 10.0' ROW - - - - - - - - - - - _ "' _ _ ---1 _ 0 0
105185212 / �� DEDICATION S89*2430"E 487.10' 10.0' ROW CENTER WEST I V
o O DEDICATION r
o- 80' 1 �> GI 1/16 CORNER v p
�`1 �O• 5 291' PLS 7880 I Q " E
I I GI b CP&F INST. No. ''��, Q o 0 N o
10,943 -G ti N ti I 112067279 V m m
sqft 255' i� p o
I 84' 47.0' 59' 59' I it v N o
33.0' - 1 F59' 79' I l�1 c ai
I BLOCK 2 0 �^
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4,018 - 30 0 15 30 60 s 3
sqft
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BLOCK 1 1 2 3 4 I i -
_ _ SCALE IN FEET o
b b 4 128 4,141 o TOT LOT VICINITY MAP
25.0' 94' ri 4,135 4,111 sqft sqft j 4' I 1 -30 ii-
17 o I I sqft sqft
1 - 800WU
SITE DATA Q
10.0' ROW I 5 1. PROJECT LOCATION:MERIDIAN IDAHO
EXIST. 38.0' DEDICATION 2 1 __ / 10,943 2. PROJECT ELEVATIONS ARE BASED FROM NAVD 88 DATUM GENERAL LEGEND
ROW I � 4,015 - T 44' sq ft / 3. PROPERTY SIZE......................................4.71 acres
sqft 5'1 59' 58' 53 g`L I 4. EXISTING ZONING...................................R-4 - - PROPERTY BOUNDARY LINE o z
9 W I 5. PROPOSED ZONING................................R-8 cn wo w
30,996 _ PUBLIC ALLEY ��• \ SECTION LINE z w cn CD
I - o14 _ 6. BUILDABLE LOTS.....................................26 c� � o � w -
sqft 94' 19 111, 1 fINS89°34'50"E 183.75' -' ,� 7. COMMON LOTS....................... . . 4.....(43,473 sgft) PROPOSED LOT LINE cn � w CD N
'00 � Q
z
TS 8. AVERAGE LOT SIZE(BUILDABLE).........4,092 sqft CENTERLINE o � � m � w
CD
80' 72' ��8 6 9. OPEN SPACE.......... . ° PROPOSED SETBACK � w o
0 34,912 sqft(17.02/) o w w w �
I I 3 4,020 10. ANYRE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE APPLICABLE ------EP------ PROPOSED EDGE OF PAVEMENT Q cn o =
o 4,019 - sgft I ZONING REGULATIONS IN EFFECT AT THE TIME OF THE RE-SUBDIVISION W PROPOSED WATER MAIN z Oz CD
sqft I 11. BUILDING SETBACKS ALONG WITH DIMENSIONAL STANDARDS FOR THIS Q S PROPOSED SEWER MAIN z w w
I N 3 SUBDIVISION SHALL BE IN COMPLIANCE WITH THE APPLICABLE CITY OF a z
m `n- 4 47 LO _ 4 PI PROPOSED PRESSURE IRRIGATION - C/� Q -
I
0
o MERIDIAN ZONING STANDARDS. w
3 + 12. SANITARY SEWER AND WATER SYSTEMS SHALL BE PROVIDED BY THE CITY Q
94' sqft C° 4,100 mot° OPEN SPACE w Q z w U
sqft OF MERIDIAN. EG EXISTING EDGE OF GRAVEL ROAD ~ z U U w
60' 13. ALL STORM WATER FACILITIES SHALL BE CONSTRUCTED PER ACHD POLICY. of EXISTING OVERHEAD POWER � wz = J = 5
77' BLOCK 2 SEEPAGE BEDS AND/OR STORM WATER RETENTION PONDS SHALL BE EXISTING FENCE z = cwi-J J Q 0-
BLOCK U
4 I 3 I UTILIZED IN THIS PROJECT. SEEPAGE BEDS WILL BE PLACED WITHIN THE w w 0
"� -"� 74' H2O H2O EXISTING WATER MAIN Q z U J
4,016 o ;� w w w
ROAD RIGHT-OF-WAYAND/OR COMMON AREAS. RETENTION PONDS WILL Q w w
m sqft 7 SS EXISTING SEWER MAIN z 0 CD = O
Q g + (0 BE CONSTRUCTED IN COMMON AREAS. w Q o J N
o IL 0 cal F_ , ��0 2.0 4,001 14. THIS DEVELOPMENT RECOGNIZES SECTION 22-4503 OF THE IDAHO CODE, PROPOSED SEWER MANHOLE CD U o cu5 ON L F- U
N 94' 0 1-11� 2 5 sqft RIGHT TO FARM ACT, WHICH STATES: AGRICULTURAL OPERATION, • w o w o O
Q M 4,038 "� M PROPOSED FIRE HYDRANT o w U _
0 4,072 0 o AGRICULTURAL FACILITY OR EXPANSION THEREOF NOT A NUISANCE- A o U
Y I I Ji
sqft sqft �� EXCEPTION. NO AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR PROPOSED WATER VALVE _ z z o
o 1 47,0' - J I EXPANSION THEREOF SHALL BE OR BECOME A NUISANCE, PRIVATE OR \ /
Q �n 5 _ D '� 767 sqft 33.0' 89' o
PUBLIC, BYANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING Z� PROPOSED WATER SERVICE
NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION FOR BO PROPOSED BLOW-OFF
m o sqf 9 �0�� �• 72 86 ,� �� + N MORE THAN ONE(1) YEAR, WHEN THE OPERATION, FACILITY OR EXPANSION
z I cn H- 148' o WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE ?.- PROPOSED STREET LIGHT
Lz �'�o �- 4,000 � L7 PROVISIONS OF THIS SECTION SHALL NOTAPPLY WHEN A NUISANCE ss EXISTING SEWER MANHOLE
94 RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF AN
I W W o o o sqft I AGRICULTURAL OPERATION, AGRICULTURAL FACILITY OR EXPANSION YD EXISTING STORM DRAIN MANHOLE
o o S89°34'50"E 221.50' L J THEREOF.
_ _ I � EXISTING FIRE HYDRANT
T 6 M 15. PRESSURE IRRIGATION SHALL BE PROVIDED PER IDAHO CODE, SECTION
4,020 -M 89' 31-3805. EXISTING PRESSURE IRRIGATION VALVE
sqft L0 F 16. ONSITE POWER POLES TO BE REMOVED. ALL POWER WILL BE MADE O EXISTING WATER MANHOLE O
it CIA 9 SUBSURFACE. EXISTING WELL U)
94' ��o01 148 00 0 �- 4,000 �I 9 EXISTING WATER VALVE
83 76'_ \ �� L sgft SHEET INDEX EXISTING POWER POLE Q Q
-17.0' �` 1 I ❑ EXISTING CABLE PEDESTAL J
10.0' ROW 767 sqft I oL ❑r EXISTING TELEPHONE PEDESTAL
EXIST. 38.0' ROW DEDICATION 7 2 1 - - SHEET 1 - PRELIMINARY PLAT
I 3 Msx EXISTING MAILBOX U)
I 4,052 - 4,117 �, SHEET 2 - PRELIMINARY SEWER PROFILE OO FOUND 5 8" IRON PIN
48.0' 25.0' sqft °- sqft 4,096 s9' / U)
sqft SHEET 3 - PRELIMINARY SEWER PROFILE FOUND BRASS CAP MONUMENT R�: Q
L
Li I 10
o94' 91' I 0
, �o mIN 84' BUILDING SETBACKS Q33.0 � s LJ
L-
ZJJBLOCK 1 8 47•0' BLOCK 4 i FRONT/STREETSIDE........10'
LIVING AREA, 20' GARAGE LAND SURVEYOR CIVIL ENGINEER :E Of
5,036 1 33.0' (MEASURED FROM BACK OF SIDEWALK) SEAN P. SULLIVAN, PLS DERRITT KERNER, P.E. W
sqft 4,100 _ 4 47.0' 89' REAR...............................................................12, DAVID EVANS &• ASSOCIATES ROCK SOLID CIVIL LLC C)
= I sqft 4,090 �, I SIDE (FOR BOTH STORIES) 5' 9179 W BLACK EAGLE DR 270 N. 27TH STREET 0
1 """"""""""""""" BOISE, ID. 83709 BOISE, ID. 83702
o m - • O sqft
94� - 26' 11 I MAXIMUM BUILDING HEIGHT...........................20 (208) 900-9049 208 342-3277
_ J I �-
- 1 _
N89°34'50"W 202.35' 65 ------ 4,001 �,
= I Nmr 84' ------� Q 1 sqft OWNER PLANNER
I wL BLOCK 2 IRRIGATION STORM DRAIN AND MICHAEL CAROUBA, CCIM PENELOPE CONSTANTIKES
PUBLIC UTILITY EASEMENT BLACKCAT 30, LLC P.O. BOX 405
z Z 84°33
47 285 84 - 0 - 89 RILEY PLANNING SERVICES °J
EG EG N w EG 9 -- 1420 S MILLS AVE, STEM z
- BOISE, ID. 83701
m w w Q EG 30,996 EG G o� � LODI, CA. 95242 (208) 908-1609 z
SS I w sqft - - - of- z w I FRONT...............................................................10
(209)-327-7700 °'
EG Z EGCE_ -- UL ---- N UJ CL7:2 ' 0 n
of - EG EG- I REAR...............................................................10
OE - - OE OE o ��- EG EG w z w a
UJSIDE..................................................................5'
N89°34'50"W 487.10' - - - - - - - O��SS\ONAL oNc/y
4.0 �w e
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R/W R/W N LLJ
o\ 17 87
47.0' C/LLLJ
q
23.5' 23.5' SECTION w
LINE 48.0' R/W C/L 30.0' J�J F I 2Oo
33.0' _ 20.0 10.0' Off. OF tv�
C/L m
0.5' RR�TT KERB
2.0' 5.0' 2.0' 14.5' 14.5' 2.0' 5.0' ±11.5' ±5.5' 3.0' 10.0' 18.0' 5.0' 5.0'
16.0' 2.0' 12.0'
q 1 FLAT 2%_ 2% FLAT 4. 1�-4� 2% 0.5' Project
ect No. RSC 19-61
BORROW DITCH CONCRETE SIDEWALK (PER CONCRETE SIDEWALK (PER
CONCRETE SIDEWALK 2.5" OF ASPHALT PAVEMENT 2.5" OF ASPHALT PAVEMENT 2.5" OF ASPHALT PAVEMENT Drawn By: JEC
(PER ACHD SUP. SP-3, 0.50" (1/2") MIX, 3" ROLLED CURB & GUTTER GRAVEL ACHD SUP. DWG. SD-709) ACHD SUP. DWG. SD-709)
1/2") MIX PG 5828 SP-3 0 PG 58-28
SP-3, 0.50" ( , - SHOULDER , .50" (1/2") MIX,
PG 58-28 (PER ACHD SD-702) 6" VERTICAL CURB & GUTTER
DWG. SD-709) CONCRETE SIDEWALK 4" OF 3/4" MINUS AGGREGATE 4" OF 3/4" MINUS AGGREGATE (PER ACHD SD-701) Date: August 31, 2020
4" OF 3/4" MINUS AGGREGATE Ju-
CALL BEFORE YOU DIG!
3" ROLLED CURB & GUTTER 14" OF 6" MINUS PIT RUN (PER ACHD SUP. 14" OF 6" MINUS PT RUN 14" OF 6" MINUS PIT RUN
(PER ACHD SD-702) DWG. SD-709)
CALL DIGLINE INC. Sheet No.
33.0'STREET SECTION 47'RIGHT-OF-WAY BLACKCAT ROAD 1/2 SECTION 48'RIGHT-OF-WAY PINE AVE 1/2 SECTION 30'RIGHT-OF-WAY PRIOR TO COMMENCING
� ts�low 208-342-1585
UNDERGROUND WORK
1"=10' (LOOKING NORTH) (LOOKING EAST)
1"=10' ill=10' Call belme you dig.
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