PZ - Pre-Plat - - _ - _ - PRELIMINARY PLAT FOR o m
1/4 __ W. Pine Ave. \ ALEXANDERS LANDING SUBDIVISION
S.9 S.10 - -` _ Curve Table Curve Table
LOCATED IN A PORTION OF THE NW1/4 OF THE SW1/4 z� F-
Curve # Radius Length Chord Bearing Delta Curve # Radius Length Chord Bearing Delta i
c1 100.00 9.27 e.26 sssss'so"E aaa'os" cgs 770.00 11.05 11.05 s8009'35"E oas'z1" SECTION 10 T.3N., R.1W., B.M. 4) 3
MERIDIAN, ADA COUNTY, IDAHO W Z z
C2 100.00 29.02 28.92 S07.39'53"E 16.3736" C27 185.00 3.98 3.98 S79.07'56"E 1'13'58" 2022 C 11L
C3 100.00 13.16 13.15 S12'12'27"E 7.32'28" C28 185.00 37.10 37.04 S72'46'16"E 11.29'21"
Common Lots C4 100.00 61.22 60.27 N70.53'54"W 35'04'37" C29 185.00 38.90 38.83 S61'00'10"E 12.02'52" W Z o
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Lot Area TYP e w
/ I CS 303.50 139.78 138.55 N66'33'15"W 26'23'19" C30 185.00 45.08 44.97 S4T59'53"E 13'5T43" W r
/ BLOCK 1 Lot 4 OPEN 22028 OPEN SPACE - W
C6 888.50 158.14 157.93 N84'50'51"W 10.11'52" C31 185.00 17.54 17.53 S38'18'03"E 5.25'56" _ Z_ _
BLOCK 1 Lot 10 COMMON 3710 TEMP TURNAROUND
C7 123.50 10.21 10.20 N86.59'50"W 4.44'08" C32 123.50 23.04 23.00 N83.05'34"W 10.41'17" •� Z w
BLOCK 3 Lot 1 OPEN 1428 PATHWAY
C8 123.50 35.84 35.71 N07'39'53"W 16'37'36" C33 123.50 33.87 33.76 N69'53'31"W 15'42'50" �o
BLOCK 3 Lot 15 OPEN 10950 PATHWAY J N
C9 76.50 10.07 10.06 N12'12'27"W 7'32'28" C34 123.50 18.70 18.68 N57'41'51"W 8'40'30"
BLOCK 3 Lot 16: OPEN 21617 MASON CREEK � .
C10 76.50 36.20 35.86 S66'54'59"E 27'06'46" C35 280.00 20.47 20.47 N55 27'17"W 4*11'23" w�� I
C11 327.00 150.61 149.28 S66.33'15"E 26*23'19" C36 280.00 46.31 46.26 N6297'17"W 9'28'37" < B I Fa
C12 912.00 66.05 66.03 S81.49'24"E 4'08'57" C37 280.00 52.15 52.08 N72'21'46"W 10*40'20" m
SS�ONAL F,yG
C13 912.00 96.93 96.88 S86'56'33"E 6'05'22" C38 280.00 10.02 10.02 N78'43'26"W 2'02'59" __ PINE STREET_ /�'G1sTERF
C14 28.00 15.46 15.26 S26.05'30"E 3138'13" C39 865.00 5.01 5.01 1 N79 54'52"W 0'19'34" 4� N
C15 48.00 120.90 91.38 N82.25'43"W 144'18'38" C40 865.00 49.62 49.61 N81'43'24"W 3'17'11" UNPLATTED
C21 76.50 22.20 22.12 1 S0739-53"E 1637'36" C41 865.00 44.84 44.83 N84'51'06"W 2.58'11" r
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C22 123.50 16.25 16.24 S12'12'27"E 732'28" C42 865.00 53.84 53.83 N88.07'11"W 333'59" �q�D A.BP\���
4575 W. Quarterhorse Ln. C23 770.00 28.23 28.22 S87'23'12"E 2.06'01" C43 750.00 113.73 113.62 S84.05'34"E 8.41'18" _ �I
t5.230 Acres C24 770.00 39.91 39.91 S84051'06"E 2'58'11" C44 165.00 136.91 133.02 S55'58'39"E 47.32'31" - CHECKED BY:
I C25 770.00 37.57 37.57 S81058'08"E 2.47'44" DRAWN
A. BAILEY P.E.
UPRR UPRR DA6N BY:
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PROJECT
SITE
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Parcel Table
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Lot Area Perimeter Type
BLOCK 1 Lot 1 4753 291 SFR R-8
BLOCK 1 Lot 2 4038 275 SFR R-8 I
I _ _ _ _ - - -- BLOCK 1 Lot 3 4038 275 SFR R-8
BLOCK 1 Lot 4 OPEN 22028 1111 OPEN SPACE
BLOCK 1 Lot 5 4037 275 SFR R-8 VICINITY MAP
Unplattect BLOCK 1 Lot 6 4038 275 SFR R-8 1"- 500'
\ BLOCK 1 Lot 7 5258 295 SFR R-8
BLOCK 1 Lot 8 4076 278 SFR R-8
EMERGENCY ACCESS HORSE
MEADOWS SEWER ANDD BLOCK 1 Lot 9 4259 291 SFR R-8 NOTES WATER I -�-� _
EASEMENT/EXISTING ACCESS ROAD - --01rt orse Ln.
FP BLOCK 1 Lot 10 COMMON 3710 254 TEMP TURNAROUND
1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS.
T -- -- ----- ------- ----- --- -- - '54"E 34.21'
�------- ------ - BLOCK 2 Lot 1 21852 582 EXISTING HOME
42' -- - - y --- 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD
a3 �W QUAR TERHORSE LN BLOCK 2 Lot 2 4851 295 SFR R8 ZONE. REFERENCE FIRM PANEL 16027CO425F REVISED 24 MAY, 2011.
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--------- ----------- ---------- -----42- 2a___ ; ______ -_--- BLOCK 2 Lot 3 4010 274 SFR R8 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES,
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I 30' e• w e STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET
f -�� BLOCK 2 Lot 4 4276 280 SFR R8 ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT
r-----{T-----------I BLOCK 3 Lot 1 OPEN 1428 220 PATHWAY EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10
I I I 4,753 I°' I o Q2 I;" Ib 3 I I I V I �\ (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE
M 14,038 I° I� I• I s258 w \ I BLOCK 3 Lot 2 4047 276 SFR R8 SHOWN, THERE SHALL BE A 5 FIVE FOOT PUBLIC UTILTY, IRRIGATION AND
M I I• I- I I y (FIVE)
I I I a,o3s I I Q 0 6 I Ci I �� I LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A
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4,037 I 1 4,038 AO I I I j I BLOCK 3 Lot 3 4019 283 SFR R8
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s5' _ , I �1, I BLOCK 3 Lot 4 4759 296 SFR R8
--J I I I I 60'- -� a I �� 1,�- ; I 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE
44' L-- h / BLOCK 3 Lot 5 4704 289 SFR R8 APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE
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42 4,076 I I r' I BLOCK 3 Lot 6 4347 285 SFR R8
5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH
BLOCK 3 Lot 7 4026 275 SFR R8 LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF N
BLOCK 3 Lot 8 4038 275 SFR R8 THE NAMPA MERIDIAN IRRIGATION DISTRICT. o
I I 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE
10 I Q9 o I ^? N I BLOCK 3 Lot 9 4141 277 SFR R8 0
4 ^ I PONDS AND SUBSURFACE INFILTRATION FACILITIES AS APPROVED BY ACHD. W
3.710 L- 4,259 I IIU yU ----
------------- BLOCK 3 Lot 10 4037 275 SFR R8 z
o zz,oz8 ------ i s4' J 7. COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE SUBDIVISION g
-t 13 i\D 42 45 BLOCK 3 Lot 11 4037 275 SFR R8 HOMEOWNERS ASSOCIATION OR IT'S ASSIGNS.
BLOCK 3 Lot 12 4239 279 SFR R8 8. EXISTING STRUCTURES, EXCEPT AS NOTED, WILL BE REMOVED PRIOR TO o
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\ \ o DEVELOPMENT OF THE PHASE CONTAINING THE STRUCTURE. o
_ r- N BLOCK 3 Lot 13 4252 280 SFR R8 0
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' to ° 9. DIRECT ACCESS TO N. BLACK CAT RD AND W. PINE AVE. IS PROHIBITED. Q w
w - _ '""°1 i d BLOCK 3 Lot 15 OPEN 10950 1135 PATHWAY j 3
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I 9 037 I 4,037 I 4,252
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N88"26'12"W 784.41' PRESSURE IRRIGATION LINE OWNERS
I roe� STORM DRAIN LINE QUARTER HORSE LANE,LLC� DEVELOPMENT FEATURES SEWAGE DISPOSAL Z
PO BOX 4067 MERIDIAN CITY SEWER O
ROAD CENTERLINE BOISE,ID 83711 ACREAGE J
\ ROLLED CURB/GUTTER AND SIDEWALK TOTAL PARCEL-5.23 ACRES WATER SUPPLY
m Union Pacific Railroad E- KF EXISTING EDGE OF PAVEMENT Q EARS ROHORSSE LANE,LLC LOTS MERIDIAN CITY WATER I/1
I NEW EDGE OF PAVEMENT ROBERT RITTER,MANAGER TOTAL LOTS-28 CITY V
PO BOX 4067 TOTAL DWELLING UNITS-24(1 EXISTING)
Unplatted �i LOT NUMBER BOISE,ID 83711 BUILDABLE LOTS- 24(1 EXISTING) MERIDIAN CITY
I 6,500sf LOT AREA w COMMON LOTS-4 o
ENGINEER SCHOOL DISTRICT W
BLOCK 7 BLOCK NUMBER DAVID A.BAILEY,P.E. WEST ADA Q
____ DENSITY
P/L 47'-0" ---P/t-------_-_-_--- FLOW ARROWBAILEY OVERALL DENSITY DU/ACRE-4.59 L
7'-p" 33'-0" 7_O ------ - EAGLE,
E. ID TE 8361 T.,SUITE 210 FIRE DISTRICT Z
- -------- ____ W. ASHTON DR. STREET NAME EAGLE,ID 83616
OPEN SPACE MERIDIAN Q E
-0"5'-0' 16'-6" 16'-6" 5'-0" '-O' KENTTBROWN/CONTACT 50%BUFCOMMO BUFFERS
-26.2% IRRIGATION DISTRICT L/L
50%BUFFERS-Oac-O% �/
14'-6" 14'-6" SURVEY LEGEND LKB M RN N I 83642 PLANING x
PARK OPEN/PATHWAYS-.78 ac-15.0% NAMPA MERIDIAN IRRIGATION DISTRICT
USEABLE OPEN SPACE REQUIRED-0.78 ac-15.0% W
40 0 20 40 80 208-871-6842 USEABLE OPEN SPACE PROVIDED- 0.78ac-15.0% HIGHWAY DISTRICT J
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SLOPE 2.009 SLOPE 2.009 SCALE IN FEET
ADA COUNTY HIGHWAY DISTRICT FOUND ALUMINUM CAP
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CALCULATED POINT PROPOSED-R-8 Q
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SIDEWALK (TYP.) SETBACKS
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2 1/2" ASPHALTJ 4" - 3/4" MINUS CRUSHED - PROJECT:
SECTION LINE FRONT PROJECT:
PAVEMENT GRAVEL (COMPACTION REQUIRED) SIDE 5',10'STREET SIDE C20 21-028
47' RIGHT-OF-WAY STANDARD ROLLED OR 6" VERTICAL REAR12' SHEET
TYPICAL STREET SECTION PLANS
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Found Aluminum Cap Monument
s x� House ® Calculated Point, Nothing Found or Set
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NO. I REVISIONS BY DATE U Z W
DAHO 9955 W. EMERALD ST. e Q V)
SURVEY POISE 208)846 8570 Z
FAX(208)884-5399
GROUP LLC WWW.IDAHOSURVEY.COM J O
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UTILITY WARNING Alexanders Landin ("1
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION
AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND LL
UTiUTIES SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR Topographic urve W
ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES W
SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE 0Q
LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE THE SURVEYOR HAS Located in the NW1/4 of the SW1/4 of Section 10,
NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES, T.3N., RAW., B.M., Ada County, Idaho O
THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED Drawn: HNaji Checked: CMM Job No. Sheet No. Z
ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY PM Date: 12/13/2021 Date: 12/13/202 221-553 (1J X ff
AGREEMENT IN WRITING WITH IDAHO SURVEY GROUP, INC. L�
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DATE:
11-02-2022
PROJECT:
C2021-028
SHEET
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PRELIMINARY ENGINEERING FOR o
ALEXANDERS LANDING SUBDIVISION 8
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81 LF 8" PVC 00.40 48 F 8" PVC 00.40% Q
(85 LF C—C)l (52 LF C—C)
45 LF 8" PVC 00 40% Z N
(49 L 0
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2520 33 5+00 4+00 3+00 2+00 20 Q lJrY
HOIRZONTAL SCALE 1"=50' 1
VERTICAL SCALE 1"=5' DATE:
11-02-2022
50 0 25 50 100 PROJECT:
C2021-028
SCALE IN FEET SHEET
1"=50' 41
- - _ - _ - PRELIMINARY PLAT FOR o m
1/4 __ W. Pine Ave. \ ALEXANDERS LANDING SUBDIVISION
S.9 S.10 - -` _ Curve Table Curve Table
LOCATED IN A PORTION OF THE NW1/4 OF THE SW1/4 z� F a
Curve # Radius Length Chord Bearing Delta Curve # Radius Length Chord Bearing Delta i
c1 100.00 9.27 e.26 sssss'so"E aaa'os" cgs 770.00 11.05 11.05 s8009'35"E oas'21" SECTION 10 T.3N., R.1W., B.M. 4) 3
MERIDIAN, ADA COUNTY, IDAHO 0 Z z
C2 100.00 29.02 28.92 S07.39'53"E 16.3736" C27 185.00 3.98 3.98 S79.07'56"E 1'13'58" 2022 C 11L
C3 100.00 13.16 13.15 S12'12'27"E 7.32'28" C28 185.00 37.10 37.04 S72'46'16"E 11.29'21"
Common Lots C4 100.00 61.22 60.27 N70.53'54"W 35'04'37" C29 185.00 38.90 38.83 S61'00'10"E 12.02'52" W Z o
I
Lot Area TYP e w
CS 303.50 139.78 138.55 N66'33'15"W 26'23'19" C30 185.00 45.08 44.97 S4T59'53"E 13'5T43" W r
/ BLOCK 1 Lot 4 OPEN 22028 OPEN SPACE W
C6 888.50 158.14 157.93 N84'50'51"W 10.11'52" C31 185.00 17.54 17.53 S3818'03"E 5.25'56" _ Z_ _
BLOCK 1 Lot 10 COMMON 3710 TEMP TURNAROUND
C7 123.50 10.21 10.20 N86.59'50"W 4.44'08" C32 123.50 23.04 23.00 N83.05'34"W 10.41'17" •� Z w
BLOCK 3 Lot 1 OPEN 1428 PATHWAY
C8 123.50 35.84 35.71 N07'39'53"W 16'37'36" C33 123.50 33.87 33.76 N69'53'31"W 15'42'50" �o
BLOCK 3 Lot 15 OPEN 10950 PATHWAY J N
C9 76.50 10.07 10.06 N12'12'27"W 7'32'28" C34 123.50 18.70 18.68 N57'41'51"W 8'40'30"
BLOCK 3 Lot 16: OPEN 21617 MASON CREEK
C10 76.50 36.20 35.86 S66'54'59"E 27'06'46" C35 280.00 20.47 20.47 N55 27'17"W 4*11'23" �ki I w
C11 327.00 150.61 149.28 S66.33'15"E 26*23'19" C36 280.00 46.31 46.26 N6297'17"W 9'28'37" < B I Fa
C12 912.00 66.05 66.03 S81.49'24"E 4'08'57" C37 280.00 52.15 52.08 N72'21'46"W 10*40'20" m
SS\ONAL F,yG
C13 912.00 96.93 96.88 S86'56'33"E 6'05'22" C38 280.00 10.02 10.02 N78'43'26"W 2'02'59" PINE STREET_ - - - ok� �G%STERF
C14 28.00 15.46 15.26 S26.05'30"E 3138'13" C39 865.00 5.01 5.01 N79.54'52"W O'19'54" 4� N
C15 48.00 120.90 91.38 N82.25'43"W 144'18'38" C40 865.00 49.62 49.61 N81'43'24"W 3'17'11" UNPLATTED1114
C21 76.50 22.20 22.12 1 S0739-53"E 1637'36" C41 865.00 44.84 44.83 N84'51'06"W 2.58'11" 't
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C22 123.50 16.25 16.24 S12'12'27"E 732'28" C42 865.00 53.84 53.83 N88.07'11"W 333'59" FJLQ
D A.16P\���
4575 W. Quarterhorse Ln. C23 770.00 28.23 28.22 S87'23'12"E 2.06'01" C43 750.00 113.73 113.62 S84.05'34"E 8.41'18"
t5.230 Acres C24 770.00 39.91 39.91 S84'51'O6"E 2.58'11" C44 165.00 136.91 133.02 S55'58'39"E 47.32'31" - CHECKED BY:
I C25 770.00 IT 37.57 37.57 S81058'08"E 2'4T44" DAVID A. BAILEY P.E.
UPRR DRAWN BY:
UPRR
PROJECT
SITE
Parcel Table
I
Lot Area Perimeter Type
BLOCK 1 Lot 1 4753 291 SFR R-8 I
BLOCK 1 Lot 2 4038 275 SFR R-8 I
I - --- - - - - -- BLOCK 1 Lot 3 4038 275 SFR R-8 I
BLOCK 1 Lot 4 OPEN 22028 1111 OPEN SPACE
BLOCK 1 Lot 5 4037 275 SFR R-8 VICINITY MAP
Unplattect BLOCK 1 Lot 6 4038 275 SFR R-8 1 500'
\ BLOCK 1 Lot 7 5258 295 SFR R-8
BLOCK 1 Lot 8 4076 278 SFR R-8
EMERGENCY ACCESS HORSE
MEADOWS SEWER ANDD BLOCK 1 Lot 9 4259 291 SFR R-8 NOTES WATER i -�-� _
EASEMENT/EXISTING ACCESS ROAD - --�F1rt orse Ln.
FP BLOCK 1 Lot 10 COMMON 3710 254 TEMP TURNAROUND
C _ 1. MERIDIAN CITY WATER AND SEWER SERVICE SHALL BE EXTENDED TO ALL LOTS.
T -- -- ----- ------- ----- --- -- - '54"E 34.21'
�-- ---- ------ - BLOCK 2 Lot 1 21852 582 EXISTING HOME
I �' 42' - y --- 2. THE SUBJECT PROPERTY DOES NOT FALL WITHIN A FEMA FLOOD HAZARD
a3 �W QUAR TERHORSE LN BLOCK 2 Lot 2 4851 295 SFR R8 ZONE. REFERENCE FIRM PANEL 16027CO425F REVISED 24 MAY, 2011.
az'
--------- ----------- ---------- -----4- za ; _ -_--- BLOCK 2 Lot 3 4010 274 SFR R8 3. ALL LOTS SHALL HAVE A PERMANENT EASEMENT FOR PUBLIC UTILITIES,
c�-----ss`---- -
II 30' e• w e STREET LIGHTS, IRRIGATION AND LOT DRAINAGE OVER THE 10 (TEN) FEET
30' f" -�� , , BLOCK 2 Lot 4 4276 280 SFR R8 ADJACENT TO ANY PUBLIC STREET. ALL LOTS SHALL HAVE A PERMANENT
I 1 1 30 h 6 ' ------{T-----------I BLOCK 3 Lot 1 OPEN 1428 --- PATHWAY EASEMENT FOR PUBLIC UTILITIES, IRRIGATION AND LOT DRAINAGE OVER THE 10
I I I 4,753 I°' I o O2 I. I' 3 I I I � i I N' \ (TEN) FEET ADJACENT TO THE REAR LOT LINE. EXCEPT AS OTHERWISE
M 14,038 I° I� I• I 625E w \ I BLOCK 3 Lot 2 4047 276 SFR R8 SHOWN, THERE SHALL BE A 5 FIVE FOOT PUBLIC UTILTY, IRRIGATION AND
� 1• I- I � I I �y � (FIVE)
I I I 4,038 I I Q 0 6 I Ci I I LOT DRAINAGE EASEMENT ADJACENT TO ANY LOT LINE NOT ADJACENT TO A
4,037 I 1 4 oO3s I I I j I BLOCK 3 Lot 3 4019 283 SFR R8
� I I I I -��l� )�, PUBLIC STREET.
BLOCK 3 Lot 4 4759 296 SFR R8
_-J I I I I 60.- - a I �� 1,L- ; I 4. MINIMUM BUILDING SETBACK LINES SHALL BE IN ACCORDANCE WITH THE
44' I--_ h BLOCK 3 Lot 5 4704 289 SFR R8 APPLICABLE STANDARDS OF THE CITY OF MERIDIAN AT THE TIME OF ISSUANCE
o �' �zlssz, - \ I- OF THE BUILDING PERMIT.
ar 4,076 I < I r' I BLOCK 3 Lot 6 4347 285 SFR R8
I I 5. THE DEVELOPER SHALL PROVIDE PRESSURIZED IRRIGATION WATER TO EACH
---I -47' I i I BLOCK 3 Lot 7 4026 275 SFR R8 LOT. ALL LOTS IN THIS SUBDIVISION WILL BE SUBJECT TO ASSESSMENTS OF
BLOCK 3 Lot 8 4038 275 SFR R8 THE NAMPA MERIDIAN IRRIGATION DISTRICT.
I 0 6. STORM DRAINAGE SHALL BE RETAINED ON SITE THROUGH SURFACE DRAINAGE BLOCK 3 Lot 9 4141 277 SFR R8
10 4 I PONDS AND SUBSURFACE INFILTRATION FACILITIES AS APPROVED BY ACHD.
3,710 zz oza, L- a,zs9 I II ------=----------J BLOCK 3 Lot 10 4037 275 SFR R8 z
I -- 64• 7. COMMON LOTS ARE TO BE OWNED AND MAINTAINED BY THE SUBDIVISION
w 1s i\D 42 45' BLOCK 3 Lot 11 4037 275 SFR R8 HOMEOWNERS ASSOCIATION OR IT'S ASSIGNS.
N
BLOCK 3 Lot 12 4239 279 SFR R8 8. EXISTING STRUCTURES, EXCEPT AS NOTED, WILL BE REMOVED PRIOR TO o
0 r r w NEWLA/\/p DR \ \ o DEVELOPMENT OF THE PHASE CONTAINING THE STRUCTURE.
_ r- N BLOCK 3 Lot 13 4252 280 SFR R8 0
_ \
ti Y �' _ / i BLOCK 3 Lot 15 OPEN 10950 1135 PATHWAY 9. DIRECT ACCESS TO N. BLACK CAT RD AND W. PINE AVE. IS PROHIBITED. N o
�' - N �3 a �` d PLAN SHEET INDEX
Z
m I v
I I a,as1 °' I I° ® m�u) BLOCK 3 Lot 16: OPEN 21617 1018 MASON CREEK
caz c41
Z M I I 4,010�, I 4,276 G
i N Coo \\ I '021 �wjI II r) Z
30' I 30' 30• °" D£ N SHEET DESCRIPTION
L I I I 30' C3g \ 3V 42• 45' O
\ �" ® PP-1 PRELIMINARY PLAT, VICINITY MAP & NOTES _
m 14,704 - -
� PP-2 TOPOGRAPHIC SURVEY (n
/W /o / / 3O. °4�_--� -_--1�LN�KAND - ' PP-3 PRELIMINARY ENGINEERING
ss 1so
PLAT LEGEND PP-4 SEWER PROFILES -
_� 30'
Wit.- c23 _ - JZ _ __ _ 4,047 C32 13' 4s 43 42, 44' < PROPOSED FIRE HYDRANT I
-+ STREET LIGHT W I
4,o1e /oro I 30' 30' 30' EXISTING CONTOUR D
RIGHT-OF-WAY LINE
d
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4,038 O I a,o37 O I� 4,zsz O o � GRAVITY IRRIGATION LINE
I I I
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, EXISTING SEWER LINE
z, S88"26'12"E 264.79' 16 l I IN00'38'55"E 21 QL K PROPOSED SEWER LINE
30.00' L
o L I�1
EXISTING WATER LINE
PROPOSED WATER LINE
W88 PRESSURE IRRIGATION LINE OWNERS
"26'12"W 784.41' STORM DRAIN LINE JESSIE ALEXANDER roes�0e � � DEVELOPMENT FEATURES SEWAGE DISPOSAL � I
-roe MERIDIAN CITY SEWER Q
� �
oe 4575 W QUARTERHORSE LN� - ROAD CENTERLINE MERIDIAN,ID 83642 ACREAGE J
\ ROLLED CURB/GUTTER AND SIDEWALK TOTAL PARCEL-5.23 ACRES WATER SUPPLY
Union Pacific Railroad KF EXISTING EDGE OF PAVEMENT D N AMIN M NREADLER LOTS MERIDIAN CITY WATER I/1
NEW EDGE OF PAVEMENT NAI SELECT TOTALLOTS-28 CITY V
5571 N GLENWOOD ST TOTAL DWELLING UNITS-24(1 EXISTING)
Unplatted �i LOT NUMBER BOISE,IDAHO 83714 BUILDABLE LOTS- 24(1 EXISTING) MERIDIAN CITY
I6,500sf LOT AREA 208-229-2020 COMMON LOTS-4 o w SCHOOL DISTRICT W o
BLOCK 7 BLOCK NUMBER ENGINEER WEST ADA
P/L Q
____ DENSITY---P DAVID A.BAILEY,P.E.
/t-------__ FLOW ARROW OVERALL DENSITY DU/ACRE-4.59
47'-0' -_-_-_ FIRE DISTRICT Z
- _ BAILEY ENGINEERING,INC.
--------_---_- W. ASHTON DR. STREET NAME 1119 E.STATE ST.,SUITE 210 MERIDIAN
7'-0" 33'-0" 7'-0" --------- EAGLE,ID 83616 OPEN SPACE I , I
COMMON AREA-1.37 ac-26.2% IRRIGATION DISTRICT J�
-o"s'-o' 16'-6" 16'-6" 5'-D" '-O' PLANNER/CONTACT 50%BUFFERS-0ac-O% �/
14'-6" 14'-6" SURVEY LEGEND KENT BROWN
PLANNING PARK OPEN/PATHWAYS-.78 ac-15.0% NAMPA MERIDIAN IRRIGATION DISTRICT x
USEABLE OPEN SPACE REQUIRED-0.78 ac-15.0% W
40 0 20 40 80 MERIDIAN,ID 83642 USEABLE OPEN SPACE PROVIDED- 0.78 ac-15.0% HIGHWAY DISTRICT J
FOUND ALUMINUM CAP 208-871-6842 ADA COUNTY HIGHWAY DISTRICT
--- SLOPE 2.009 SLOPE 2.009 --- SCALE IN4FDEET 0 FOUND s/$" IRON PIN EONNNGRUT Q
CALCULATED POINT PROPOSED-R-8
4" - 3/4" MINUS DATE:
_--___ SETBACKS
CRUSHED GRAVEL cL CONCRETE __-_ PROPERTY BOUNDARY LINE
SIDEWALK (TYP.)
2 1/2" ASPHALT 4" - 3/4" MINUS CRUSHED -- SECTION LINE FRONT20' PROJECT:
12021--0 28
PAVEMENT GRAVEL (COMPACTION REQUIRED) SIDE 5',10'STREET SIDE CO21
47' RIGHT-OF-WAY STANDARD ROLLED OR 6" VERTICAL REAR12' SHEET
TYPICAL STREET SECTION PLANS
GUTTER (TYP.) AS PER
NOT TO SCALE 10" - 6" MINUS PIT RUN P I
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Eat / Eat Eat P__Ece�—o— o - -- -x x x° '
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Sanitary Sewer Manhole x X X x ¢ DAVID A. BAILEY P.E.
15' ADS INV(SE)=2555.75'
Eca Eat x x x Nc—xRIM x X 15' ADS INV(NW)-2555.3V DRAWN BY:
w
Quarterhorse Ln. 05 1020 40 80 DAB/DES
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1 - 1 U ;, x
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1 I
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1 A�
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1 I � ® ® Water Valve
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1 Overhang/Storoge Z s
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r _nNir 4575 W. Quarterhorse Ln. m Fiber Optic Marker
$ ca p v t�r,�1 f5.230 Acres N 0-* Street Light
o I LD o Traffic Sign
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o •O by Quitclaim Inst� x �' R co
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NO. REVISIONS BY DATE
—
IDAHO 9955 W. EMERALD ST.
BOISE, IDAHO 83704
SURVEY PH. (208)846-8570 J
FAX(208)884-5399
GROUP, LLC WWW.IDAHOSURVEY.COM /n
U'nUTY WARNING A I e x a n d e r s Landing W
� W
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION Q o
AND EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND
UTILITIES SHOWN COMPRISE ALL SUCH UTIU71ES IN THE AREA, EITHER IN SERVICE OR O O ra IC Survey
ABANDONED. THE SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND U71UTIES
SHOWN ARE IN THE EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE 0 z
LOCATED AS ACCURATELY AS POSSIBLE FROM INFORMATION AVAILABLE THE SURVEYOR HAS Located In the NW1/4 of the SW1/4 of Section 10, Q
NOT PHYSICALLY LOCATED THE UNDERGROUND UTILITIES. T.3N., RAW., B.M., Ada County, Idaho n
THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED Drawn: HNaji Checked: CMM Job No. Sheet No. e X
ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY ® W
AGREEMENT IN WRITING WITH IDAHO SURVEY GROUP, INC. Date: 12/13/2021 Date: 12/13/2021 21-553 J
- T 4 PM
DATE:
11-02-2022
PROJECT:
C2021-028
SHEET
PP-2
PRELIMINARY ENGINEERING FOR o
ALEXANDERS LANDING SUBDIVISION 8
LOCATED IN A PORTION OF THE NW1/4 OF THE SW1/4 •i Z
SECTION 10 T.3N., R.1W., B.M. z
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47' RIGHT—OF—WAY STANDARD ROLLED OR 6" VERTICAL PROJECT:
CURB & GUTTER (TYP.) AS PER 21-028
TYPICAL STREET SECTION PLANS
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N o^�N N N Z Z [RIM:2555.35 0 CHECKED BY:
————— ____ ——— INV OUT:2532.90 8"W DAVID A. BAILEY P.E.
c�o�N --- — ---- ----- DRAWN BY:
z+� .. ___---- — ---
NcyNz _ ------ ———— SSMH A6 DAB/DES
wN�z --_— STA:10+ 2.97
RIM:2553 84
INV IN:25 2.14 8"E
2550 INV IN:25 2.14 8"W 2550
INV OUT: 532.04 8"N
2540 2540
� 15 LF C—C
2530 — 44 LF C—C LF 8" PVC 00.40% 2530
1 (12 F C-C)
221 LF C-C 68 LF 8" PVC 0.40% 64 LF 8" PVC 00.40%
185 LF C-C (72 LF C-C) (68 LF C- )
2520 2520
2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 1 1 +00 12+00 12+49
SEWER LINE B PROFILE
o
F
2570 2570
W
0
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w a
to o
W z
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w 3 N 3 id
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3 ao OD rn Oo�
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2560 �N 'N
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M Lo cq d L N m N N F m 'N H J
SSMH 64 In 00,N N +Lo Z� u7 Z o SSMH A6 //1
STA:5+32.97 =+N z o N—o ..N—o STA:10+82.97 V
RIM:2551.07 �¢N>> N 2_z z cm -z z RIM:2553.84
INV OUT:2534.07 8"E N —z z N M-- INV IN:2532.14 8"E
INV IN.2532.14 8"W O
———— INV OUT:2532.04 8"N mQ
L.L
2550 550 D
W (�
Z
2540 2540 W Q
(f) Z
Q
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143 LF 8" PV ®0.60% V
(147 LF C-C) 'T"T=17=411
L.L
2530 2530 Z W
81 LF 8" PVC 00.40%] 48 LIF 8" PVC 00.40% Q o
(85 LF C—C (52 LF C—C)
45 L 8" PVC 00 40% Z
(49 Lr C—C) _
.J Q
X
W w
2520 2520 J
5+33 5+00 4+00 3+00 2+00 Q
HOIRZONTAL SCALE 1"=50'
VERTICAL SCALE 1"=5' DATE:
11-02-2022
50 0 25 50 100 PROJECT:
C2021-028
SCALE IN FEET SHEET
1"=50' 41