PZ - Pre-Plat Revised PRELIMINARY PLAT NOTES HADLER SUBDIVISION
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1. BUILDING SETBACKS AND DIMENSIONAL STANDARDS IN THIS SUBDIVISION SHALL BE IN COMPLIANCE WITH TITLE II OF MERIDIAN CITY CODE UNLESS OTHERWISE MODIFIED BY CONDITIONAL
USE PERMIT r .LAKE HAZEL ROAD
2. THE BOTTOM ELEVATION OF BUILDING FOOTINGS SHALL BE SET A MINIMUM OF 12 INCHES ABOVE THE HIGHEST ESTABLISHED NORMAL GROUNDWATER ELEVATION. PRELIMINARY PLAT _ a
3. ANY RE-SUBDIVISION OF THIS PLAT SHALL COMPLY WITH THE MOST RECENTLY APPROVED SUBDIVISION STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF THE RE-SUBDIVISION. CIVIL INNOVATIONS
4. ALL LOT LINES COMMON TO PUBLIC STREETS ARE HEREBY DESIGNATED TO HAVE A TEN (10)FOOT PERMANENT EASEMENT FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE,UNLESS MERIDIAN, IDAHO — 2022 NORTH LLV
OTHERWISE DIMENSIONED. LOT 1 BLOCK 1 OF RESCUE RANCH SUBDIVISION, 60 30 0 60 120 0 Q
5. UNLESS OTHERWISE SHOWN,ALL LOTS ARE HEREBY DESIGNATED AS HAVING A FIVE(5)FOOT PERMANENT EASEMENT ON EACH SIDE OF THE INTERIOR SIDE LOT LINES,AND A TEN(10)FOOT LOCATED IN THE N 1/2 OF THE SW 1/4 OF SECTION 5, Z
PERMANENT EASEMENT CONTIGUOUS TO ALL REAR LOT LINES,FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE. THE FIVE FOOT INTERIOR SIDE LOT LINE EASEMENT DESIGNATION T.2 N.,R.1 E.,B.M.,MERIDIAN,ADA COUNTY,IDAHO HORIZONTAL SCALE IN FEET o
DOES NOT APPLY TO THOSE LOT LINES SHOWN HEREON AS ZERO SETBACK LOT LINES,WHICH HAVE NO ADJACENT EASEMENTS.ALL OTHER EASEMENTS ARE AS SHOWN.
6. IRRIGATION WATER WILL BE PROVIDED IN COMPLIANCE WITH IDAHO CODE SECTION 31-3805(b). LOTS WITHIN THE SUBDIVISION WILL BE ENTITLED TO IRRIGATION WATER RIGHTS,AND WILL PRELIMINARY PLAT DATA c" a
BE OBLIGATED FOR ASSESSMENTS FROM THE IRRIGATION DISTRICT. 3 c�.i ao
7 MAINTENANCE OF ANY
IENTITA1�TION AND DRAINAGE PIPES OR DITCHES CROSSING A LOT IS THE RESPONSIBILITY OF THE LOT OWNER UNLESS SUCH RESPONSIBILITY IS ASSUMED BY AN TOTAL ACRES 20.00 AC QUALIFIED OPEN SPACE CALCULATION ZONING " PROJECT SITE au
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PUBLIC RIGHT-OF-WAY 4.03 AC 20.15% OPEN SPACES 2.46 AC EXISTING: RUT PROPOSED: R-15 E.VIA HADLER SUBDIVISION Z o _
8. THIS DEVELOPMENT RECOGNIZES IDAHO CODE SECTION 22-4503,RIGHT TO FARM ACT,WHICH STATES:"NO AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF ROBERTO LN.
SHALL BE OR BECOME A NUISANCE,PRIVATE OR PUBLIC,BY ANY CHANGED CONDITIONS IN OR ABOUT THE SURROUNDING NONAGRICULTURAL ACTIVITIES AFTER IT HAS BEEN IN OPERATION RESIDENTIAL LOT AREA 12.04 AC 60.20% COLLECTOR BUFFER 0.86 AC MINIMUM LOT SIZE(SF) rn w 00
FOR MORE THAN ONE(1)YEAR,WHEN THE OPERATION WAS NOT A NUISANCE AT THE TIME IT BEGAN OR WAS CONSTRUCTED. THE PROVISIONS OF THIS SECTION SHALL NOT APPLY COMMON LOT AREA 3.93 AC 19.65% ARTERIAL BUFFER(1/2 OF TOTAL) 0.17 AC SINGLE FAMILY 3,058 SF O � N
us
WHENEVER A NUISANCE RESULTS FROM THE IMPROPER OR NEGLIGENT OPERATION OF ANY AGRICULTURAL OPERATION,AGRICULTURAL FACILITY OR EXPANSION THEREOF." TOTAL QUALIFIED OPEN SPACE 3.49 AC LINE TABLE ti 0
AVERAGE LOT SIZE � °O o
TOTAL LOTS 156 QUALIFIED OPEN SPACE PERCENTAGE 17.45% � � co 0
9. RESTRICTIVE COVENANTS WILL BE IN EFFECT FOR THIS SUBDIVISION. SINGLE FAMILY 3,617 SIF >
10. LOTS 1, 16,28 AND 37,BLOCK 1;LOTS 1, 19 AND 30,BLOCK 2;LOTS 1 AND 11,BLOCK 3;LOTS 14 AND 30,BLOCK 4,ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE HADLER
SINGLE FAMILY LOTS 145 LINE BEARING LENGTH Q Fj
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SUBDIVISION HOMEOWNERS ASSOCIATION. THESE LOTS SHALL BE USED FOR HOMEOWNER PEDESTRIAN ACCESS AND LANDSCAPING AND ARE SUBJECT TO A BLANKET EASEMENT ACROSS COMMON LOTS 11 RESIDENTIAL GROSS DENSITY(Du/Ac) 7.25 L1 S89°52'50"E 30.00' ' Q <w
SAID LOTS FOR PUBLIC UTILITIES,IRRIGATION,AND LOT DRAINAGE. o =
11. DIRECT LOT ACCESS TO S.LOCUST GROVE ROAD AND E.VIA ROBERTO LANE IS PROHIBITED. SITE PLAN LEGEND L2 S89°52'50"E 7.00' O U j m p
4 Z �
BOUNDARY LINE PROPOSED PEDESTRIAN RAMP CURVE TABLE o
CONSTRUCTION CONTACT INFORMATION RIGHT-OF-WAY LINE DETACHED —
WITH DETACHED SIDEWALK
2 ATTACHED CURVE LENGTH RADIUS DELTA CHORD BRG, CHORD DIST.
CENTERLINE '�.•
ENGINEER DEVELOPER SURVEYOR DETACHED C1 12.01' 225.00' 3°03'27" N88°20'52"W 12.01'
PROPERTY LOT LINE PROPOSED PEDESTRIAN RAMP
CIVIL INNOVATIONS, PLLC DEVCO, LLC IDAHO SURVEY GROUP, LLC DETACHED C2 143.71' 125.00' 65°52'19" S57°11'14"W 135.93' E.COLUMBIA RO
CONTACT:BEN THOMAS CONTACT:LAREN BAILEY CONTACT:MICHAEL S.BYRNS
^ ^ PROPERTY LOT LINE(ZERO SETBACK) WITH ATTACHED SIDEWALK I All
1043 E.PARK BLVD.STE 100 4824 W.FAIRVIEW AVE. 9955 W.EMERALD ST. EP EDGE OF PAVEMENT C3 75.80' 50.00' 86°51'39" S67°40'54"W 68.75'
BOISE,IDAHO 83712 BOISE,ID 83706 BOISE,ID 83704 VICINITY MAP �
PROPOSED VERTICAL CURB �� � PROPOSED CONCRETE VALLEY GUTTER
PHONE: (208)884-8181 PHONE: (208)336-5355 PHONE: (208)846-8570
EMAIL:BEN@CIVIL-INNOVATIONS.COM EMAIL:LAREN@CONGERGROUP.COM EMAIL:MBYRNS@IDAHOSURVEY.COM PROPOSED ROLLED CURB 5-
NOT TO SCALE
\ PROPOSED APEX SOUTHEAST SUBD.NO.3 Unp atte d PROPOSED APEX SOUTHEAST SUBD.NO.3 %
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a E. VIA ROBERTO LN.
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586.62' ?j �� 1 907.80' N I ��O 62
�L`' 22,479 SF
37.72' 43.09' 43.08' 45.50' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 32.00' 8 21.5' 21.5' 8'
37.03' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 40.00, 39.68' 40.00' 38.00' 44.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00, 38.00' 38.00' 38.00' 48.20' E OF N
81'
11.31' M 11.29' �� IN P S�O
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15 14 13 12 11 10 9 8 7 6 5 4 3 2 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 r 23 0
4,634 SF 4,233 SF 4,204 SF 4,480 SF 3,800 SF 3,800 SF 3,800 SF 3,800 SF 3,800 SF 3,800 SF 3,800 SF 3,800 SF 3,800 SF 3,968 SF W 4,333 SF 3,686 SF 3,686 SF 3,686 SF 3,686 SF 3,686 SF 3,686 SF 3,686 SF 3,880 SF 49 SF 3,880 SF 3,686 SF 4,268 SF 3,686 SF 3,693 SF 3,772 SF 3,958 SF 18 19 T 20 T 21 T 22 3,680 SF BLOCK 3 0 J a
24 w
1 d 3.00' 4,250 SF o
17.36' 0 4,556 SF 4,749 SF 4,315 SF 5,534 SF w w
14.53' T v3 ?Q 9.52' = o z
8.44' 3.00 ��a p4 4.02' z oc o
47.68' 43.09' 28.96' }
20.36' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 40.00' 45.00' 38.00; 38.00' 38.00' 38.00' 38.00' 38.00' 38.00' 40.00' 39_68' 40.00' 38.00' 44.00' 38.00' 28.49' 38.17' 38 15.22 38 83 3419.85 o z > m
T .53, 0 z o
16 ti — — - - 23.7 17.56' ,• r ¢
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2,623 SF a 3 o
o _ 451.35' 459.54' 161.16' 38.59, � w
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10' 4.24' r 15.16' 12.06' 10.02' 8.53' �r 2.14' 7.52' 22' 38.6T w I O z o ca
6 a 100.00, m 21.21' 28.97, L I ¢ o zo w
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0 o T' o 0 0 0 0 0 0 0 0 0 0 o c 10.00. 38. � °C w c:
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s 1 co 3,800 SF `.' 1 2 0 3 4 T 5 T 6 T 7 T 8 T 9 T 10 T 11 T 12 w 13 °' °O Q' °' Q' Q' Q' Q' a Q' Q' Q co c r 4.09' I z °O t 15 16 17 18 19 20 21 22 23 24 25 31 32 33 34
100.00' LLI 3,350 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,194 SF 3,290 SF 3,266 SF 3,104 SF 3,104 SF 3,104 SF 3,104 SF 3,104 SF 3,104 SF 3,104 SF 3,104 SF 3,104 SF 3,266 SF o 3,880 SF 3,686 SF 3,686 SF 3,676 SF 14.91' �`Z2S, �' a z
o BLOCK 1 0 o o N 38.80' 19.85'
o Q 11.31' 11.31' v II co � 4.19' / w ¢ o
o 0 0 0
° 19 ° = 11.31' BLOCK 4 11.31' ai ¢ rn rn o w rn w N
C11V --SF 26.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 26.00' 14 26.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 26.00' M 40.00' ` 38.00' 38.00' 38.00' 5,865 SF 5,655 SF 37 38 / ~ z
zo 100.00' W 93,519 SF � 5,340 SF 5,061 SF 39
40 42 /
o o N o 0 0 4,890 SF
4,259 SF 5,400 SF
N 1' co 20 co N LO M 41
r,, I c' 3,800 SF `' ti ,� BLOCK 2 o v M v oni 3,666 SF 1
1 c v 0 2.57' o M
R Iv 1lIF 0,010 S oNo o O �' 30 m °j o 1
rn cn C.n1 100.00' Block 1 11.31' / r 3r 9,905 SF
C„. 1 0 0 N °:, 0 3g 12.08' 12.01' -
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Y1 9200 0 29 43.20'� 43.20' 38.00' 38.00' 38.00, 38.00' 38.00' 38.00' 38.00' 35.24'
3,800 SF 41' Rescue Ranch 26 41, ry __ __
Subdivision a M r 4,230 SF -- N89°52'36"W 313.32'
I 27' � 0 3,368 SF _ � 2� r324, 2 p,6 /
100.00' �� r o 28 ° . - - - `J3 - - - - - C)3 - - - - - C1/
26.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 40.00' 32.00' 32.00' 32.00' 32.00' 32.00' 25.99' 000 d o 03 — — �3 — —
1 c 22 0 0' 3,423SF C2i � - - - EG — — — — — Ec — — — — — Ec
M 00 11.30'J 2 27 M r0 i - - Ec - - — — — — — Ec — — — Ec \
ao ao 11.31'
.'I 3,800 SF o0 0 0 0 0 0 0 0 0 0 0 0 00 0o E° 11.310 3 3,200 SF o0 27 32, �'/
17
co o 0 0 0 0 0 0 0 0 0 0 0 0 o T 2 00' r00 �' O G Z
l o 0 0 0 0 0 0 0 0 0 0 0 0 o N h 0' M O 3,219 SF C
1'• EP 100.0 EP o M moo,, 3200, 28 `b AI ro 8.01' "I`•
23 O 53 r 52 T 51 T 50 T 49 T 48 T 47 T 46 45 T 44 T 43 T 42 T 41 T 40 T 39 rn 3 %� 3,200 SF / �00' / O
rl c 4,500 SF 3,350 SF 3,200 SF 3,200 SF 3.200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF T4,000 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,368 SF o 0 2.0p' r o0 44' 26 / Block 1 —
38 o M oo , o / Rescue Ranch Subdivision
EP EP 31.17' 0 3201 00, M Q o 3,200 SF /
3,373 SF 87 0 o r ry• o
2.01' 15.16' 5.98 3,200 SF o 00 8 ry 3,574 SF Z r0�00' -
100.00' < 36
��, 15.15' 0 13.81' 32.0 , 0 4iI 25
0 8.44' 19.50' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 40.00' 32.00' 32.00' 32.00' 32.00' 32.00' 28.02' 23. 3,200 SF o 0 0
1 0 24 G, �s oP 35 0 <,,d' 0 3,200 SF / / _
3,879 SF RO R\ c' -r ra.8y, 3,200 SF 34 p o 3400 2 r �Q ti 70000 �v/ / / Q J
^' S=o - - - 258.84' - - T - 212.68' - - - L-36.63', R,r 3200' 3,200 SF 33 0 0 �3r, y� 24 / / 2
97.72'
W. ORION GREENS DR. N \ 3200' 3,200 SF oo h / o� 3,200 SF / / ¢ a Q Q
1 0 25 19.6T r 32
r r oo / 4T RIGHT-OF-WAY 3 z
O L 3200 3,200 SF 31 00.00, "�/ l l o o
l C1' 4,031 SF �� 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 31.00' - - 31.00' 32.00' 32.00' 32.00' 34.00' 29. 3 23 7' 33' 7' _ _
tl N 40 17'S 47' 12, 2r 200' 3,387 SF 30 / o� 3,200 SF / / `_' `_' DC w
8.84' 4.24' 4.24' 13.18' '36 32 1,597 /�,
" " Lu oC
1' 108.83' 8.44' 16.97' 33' 16.97' 320p �' N 2 00, M r000 N / l 2' 5' 2' 14.5' 14.5' 2' 5' 2' 9 a-
'1 26 o y j 32 0 3r•8?' 32.00, 13.54' �� 22 0 / SIDEWALK SIDEWALK
co M BLOCK 1 BLOCK 2 0 2093, 3'`' 0 3,200 SF ^ / LU
4,136 SF T LANDING
28 29 30 31 32 33 34 35 36 37 t a 1 2 3 4 5 6 7 3200' �`�' y o �O/ / ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD 1'LANDING
I' 108.83' 2,460 F 3,330 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,200 SF 3,395 sF 1, 92 F M J 7 92 F 3,395 SF 3,200 SF 3,200 SF 3,200 SF 3,400 SF 4,533 SF 32,p0, \ 5��� 1.84' 0�00, M`�/�/ / SUPPLEMENTAL DETAIL SD 702 SUPPLEMENTAL DETAIL SD 702 Q
1 0 0 0 0 0 0 o N o 0 0 0 0 8 �-75 80 R� 21 O 3"r PX
c BLOCK 1 c `� o 0 0 0 0 0 0 T W o 0 0 0 0 0 3,200 SF 3200 9.24' 3,200 SF 4� / / tilgX 1.75% 2% 2% 1.75%
ui 27 ri o 0 0 0 0 0 o r; ri L6 � o 0 0 0 0 0 9 3 40 w p/j
w 4,898 SF r r r r r r r rn o ti r r r r 9.38'o' o0 3,200 SF 10 e.00' i r00..00, �,cy �N�/
25.00' -108.83' - 34.00' 32.00' 32.00' 32.00' 32.00' 32.00' 32.00' 34.00' 2.0 ' - y 2.0 34.00' 32.00' 32.00' 32.00' 34.00' r� o 0 3,200SF 2�85' 20 / 3•�M ������� �' 3r41A
32 0 0. 3,520 SF / / ASPHALTIC PAVEMENT
- - - - - - - - - - Ss, 0 11 /
N89°52'36"W 669.21' 00' o 0 3,200 SF 5.20' 2g �0 00 CONCRETE
5"THICK
03 _ - - - - 03 - - - - - 03 - - - - - 03 - - 03 — �3 — - - 03 - - - - - 03 - - `93 — - - - - - 03 _ 32 0 12 4.04' 92' 9 19 9S9j / l 3/4"MINUS CRUSHED GRAVEL SIDEWALK
�00, o 00 3,200 SF 13 3200, l l s"MINUS PIT RUN
— Ec — — — — — 32, o' 3 SO6 SF / COMPACTED STABLE SUBGRADE TYPICAL 33' STREET SECTION
— EG EG EG EG EG EG EG EG EG G3 ��0' O- 3,200 SF 14 200, 0, l
\ EG \ 3`00' o 00 3,199 SF 15 NOT TO SCALE
� r
OBlock 1 \\ 03 �N68°S3 y`6 3 o M 3,058 SF 16
Laredo Estates Subdivision F/ Cap SIN moo' � ,mow 3,065sF 17
p�jl 03 342 3` h ^ BLOCK 2 �'/ a 41'RIGHT-OF-WAY
h• Og 0 rn v 3,065 SF ° / / / } }
81'RIGHT-OF-WAY a e \ ` 00 rn 18 / / 3
2. 1
5 \ `320 4,747 SF / T 27' 7' PROJECT NO. 21-0701-HAD
0 15, 21.5' 8' 21.5' 15' o o� 0'
a0 / / 2' 5' 2' 11.5' 11.5' 2' 5' 2'
OO
� � �200' 4.53' S j/ G SIDEWALK � SIDEWALK DESGGNED BY FILE PP 1BT
2' 5' 8' 2' 19, 4' 4' 19, 2' 8' 5' 2' °C eG \ \0 --7 /
T LANDING _71-SIDEWALK VERTICAL CURB AND GUTTER PER ACHD 0.5' 0.5' 6"VERTICAL CURB NO GUTTER PER SIDEWALK 3 — — s3 \ Q i DRAWN BY JTA
( ) 1'LANDING � � EG � 3 1'LANDING ROLLED CURB AND GUTTER PER ACHD ROLLED CURB AND GUTTER PER ACHD 1'LANDING
SUPPLEMENTAL DETAIL SD-701 ISPWC STD.DWG.SD-701A-8"HIGH
_ � Ec SUPPLEMENTAL DETAIL SD-702 SUPPLEMENTAL DETAIL SD-702
M9X 1.75% 2% 2% 2%y y 2% 1.75% 313-1
• MqY 1.75°�
2% 2% 1.75% •• ISSUE DATE 10/18/22
M .
HORIZ SCALE AS SHOWN
L
5"THICK CONCRETE ASPHALTIC PAVEMENT 3'• � •, AX
SIDEWALK 3/4"MINUS CRUSHED GRAVEL ASPHALTIC PAVEMENT VERT.SCALE AS SHOWN
6"MINUS PIT RUN
COMPACTED STABLE SUBGRADE 3/4"MINUS CRUSHED GRAVEL 5"THICK CONCRETE
SIDEWALK
6"MINUS PIT UN
TYPICAL COLLECTOR STREET SECTION (WITH ISLAND AND DETACHED SIDEWALKS)
COMPACTED STABLE SUBGRADE TYPICAL 27' STREET SECTION Ppol 00
6NOT TO SCALE-S. PEAK AVE. 8NOT TO SCALE
SHEET 1 OF 1
D:\Civil Innovations Projects\2021\21-0701-HADLER\200-Construction Drawings\204-Preliminary Plat\21-0701-HADLER-PP.1 00(PRELIMINARY PLAT).dwg