CC - Revised Pre-Plat J ��
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DEVELOPER o
SANDROCK DEVELOPMENT. PRELIMINA PLAT Z z Q
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1468 ]AMES RD N 0 m
GARDNERVILLE, NV 89460 FOR W PINE AVE
CONTACT: Q N
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LARRY JACOBSON 0
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EMAIL: LARRY@SANDROCKDEVELOPMENT.COM PURDAH GULCH z@ IATION SUBDIVISION
SURVEYOR 1 1 DRAIN Q r T 1 0
LOCATED IN THE W /2 OF THE SW /4 OF SECTION 10 T.3N., R. 1W., B.M ., o SITE w
IDAHO SURVEY GROUP ADA COUNTY, IDAHO Q
U W AVIATOR ST
55 EMERALD T, DECEMBER 2021 Y
BOISE, ID 83704
PHONE: (208) 846-8570 m
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ENGINEER W FRANKLIN RD
KEITH SCHNEIDER
EMAIL: STRONGWAY54@GMAIL.COM
- - - - - - - - - -
- - - - - - - - Vicinity Map
- - - - - -
I BLOCK 1 NOT TO SCALE
SITE NOTES I
1. TOTAL SITE AREA =t9.80 ACRES - IRR _ _ 15 I z
2. ADA COUNTY PARCEL Z51210325951 & #S121O325960 - - IRR
3. LAND USE ZONING = R-15 (CITY OF MERIDIAN) IRR �■■�
4. PREVIOUS CITY OF MERIDIAN APPROVALS
4.1. H-2018-0048 (COMPASS CHARTER SCHOOL I /
4.2. H-2020-0111 (THE LAND GROUP --_ - W TOPEKA STREET I I >
5. LOT SETBACKS AND REQUIREMENTS
5.1. FRONT SETBACK 20 FEET (5 FEET TO LIVING AREA)
5.2. SIDE YARD SETBACK 3 FEET (3 FEET FOR FLANKAGE� -
5.3. REAR SETBACK 12 FEET - - - - - 0Co Ce
BLOCK 4 W
6.1. MIN/MUM LOT SIZE 2,000 SF I I I •.:•..:. - - - - - - - ,r -.- 4 -t- - ''; cc
6. AREA CALCULATIONS I / I I •• 1 � N _ _ " : I 0 20 40 80 120 ,
6.2. AVERAGE LOT SIZE 2,548 SF 14 I
6.3. RESIDENTIAL DENS/TY 7.65 UPA 1 / I I I 1 8
BLOCK 6 / I •' I BLOCK 2 I I I ON � '�: 3 C,� F � V
• I I -1 :. I I I •j. . ,.:. :'• '•. s::•., .. I SCALE: 1" = 40'
7. THE ENGINEER CERT/F/ES THAT THE INFORMATION PROVIDED HAS BEEN / .s •, : ,:.
PREPARED TO SUPPORT PRELIM/NARY PLAT REVIEW AND APPROVAL AND /S NOT '
SU/TABLE FOR CONSTRUCT/ON AT THIS STAGE. / I I I '" ""'''` `�'<•'••••''•'•'•"• '•• O
I 2 I I I I ,.• ...
8. MAINTENANCE OF THE COMMON AREAS SHALL SE SY THE AV/AT/ON I / I I I 17 '
SUBD/V/S/ONHOMEOWNER'S ASSOC/AT/ON. I L - - - - - - J w I I :
9. ANY RESUSD/V/S/ON OF THE PLAT SHALL COMPLY WITH THE APPLICABLE ZONING I I I Q
REGULATIONS /N EFFECT AT THE TIME OF RESUBD/V/S/ON. r 13 I I 3 I 16 I IO - - w LOS ALAMOS LANE(PRIVATE)
- SHEET LIST TABLE
10. BUILDING SETBACKS AND DIMENSIONAL STANDARDS /N THIS SURD/V/S/ON SHALL I I I I I I I z S Sheet Number Sheet Title
BE IN COMPLIANCE WITH THE CITY OF MER/D/AN STANDARDS FOR THE '• - ''
APPLICABLE ZONE, R-15. I I 1 COVER
I 1 4 I 15 I I Q
12 I I
2 SURVEY
:• _ 1 I 3 LOT DIMENSIONS
I I 4 SITE PLAN
1 1 I a I I I 5 I I 14 5 SEWER PROFILES
4 L - - - - - - - -� L - - - - - - - J
a 1 12
10 I 6 BLOCK 4 6 LEGEND
LOT SUMMARY
r• .., :..:.•::.
SITE BOUNDARY
NUMBER AREA (AC) Q I I - • - • • - PROPOSED NEW NMID EASEMENT DESIGNED JKS
SINGLE FAMILY RESIDENTIAL I \ .\ - � � PROPOSED GRAVITY PIPE AND MANHOLE
(LOT 14, BLOCK 1) 1 0.11
'. - - � r � DRAWN JK
•; '• r- - - - - - - - - - - � r - - \ ;; ';,, ;: PROPOSED GRAVITY PIPE HEADWALL
SINGLE FAMILY RESIDENTIAL I I 8 I I I I I \ �. \ ;' - - D
TOWNHOME 38 3.72 I I I ? I I I I I I \ , 1 1 w SANTAFELANE(PRIVAT � EXISTING NMID EASEMENT
'•� ' '� NECKED K
_ _ _ : TOB EXISTING TOP OF BANK
ATTACHED MULTI-FAMILY 9 0.60 L J I I I I I I 13 \ \
FOUR-PLEX I :� I I \\: : .� i. �,:• ,' : :'•: 7 - > - - > - - EXISTING PURDAH GULCH DRAIN FLOW LINE APPROVED KS
BLOCK 1 7 I 7 8 9 10 I I 11 12 II I / I - - - - - EXISTING NMID PUMP HOUSE ACCESS EASEME
COMMON 9 2.22 I I •.: I I I I /
\ +, ':�• `'•' _ EXISTING NMID PUMP HOUSE
PUBLIC RIGHT-OF-WAY N/A 3.15 I ' ..: L - - - - - - - - BLOCK 2 L - - - - _ _ � � `• • • � ;, IR EXISTING IRRIGATION PIPE
EXISTING PURDAM GULCH DRAIN WEIR
TOTAL 84 9.80 I I 6 I I I \
��� ` • 10 BLOCK 4 - I - - CURB & GUTTER
W SANTA FE DRIVE �� \ RIGHT-OF-WAY
I 5 I - - - - i •:r Gry << "• •:• •j FUTURE LOT LINES
BLOCK 4 _ _ - - - LANDSCAPE BUFFER EASEMENT
't \ • ' SIDEWALK
4 I I I - - - - - - - - - - - Al \ \ / '� � •' PAVEMENT
I _ _ _
_ - - - 2540- EXISTING CONTOURS
BLOCK 3 I I I 9 \ .� 2539 - -
KEYNOTES I 1 I \ .•. . • I
I 3 I 7 I I V'• W AVIATORSTREET -25392540 PROPOSED CONTOURS
O BUILDING SETBACKS. ALL LOTS ENCOMPASSED WITHIN THE BUILDING
I1 2 3 4 5 I I 6 I I 1
SETBACKS ARE PROPOSED WITH ZERO SETBACKS FOR ATTACHED 'r' I / / ' :•• ' ,. .; UP EXISTING UNDERGROUND POWER
TOWNHOMES/SINGLE FAMILY UNITS. I ` ' \ / .a •' EXISTING WATER MAIN > oD
2 :y•' ' • • WATER MAINCD
o
+.
�,... • /
I ,. L - - - - - - - - - - - - J I- - - - � ..• �: '• ••' .....•:•:� �• / I EXISTING SEWER MAIN Ljj
L- - J� a '4'' i
:/
MAIN
BLOCK 1 1 :;: . ,. ; •, :.,.. .• .. / ` '� - ROAD SEWERCENTERLINE
• A. T 3 1
,. ... .:..... • : .. :.,.. ;. : •.,.- •� LOCK 5
- BLOCK 3 BLOCK 5
' 10 •:••:;.:••�' BLOCK 5 SEWER EASEMENT
- - - - - - - -
• • - - STORMWATER INFILTRATION BED �
-----------
----- STORMWATER STREET SWALE
Ld
W AVIATOR STREET -----r - -- -------- -- ------- - I .'•.' / w
Z
NOTES 6. LOT 1 BLOCK 6 SHALL BE OWNED AND MAINTAINED BY THE AVIATION SUBDIVISION HOMEOWNERS PRELIMINARY ENGINEERING NOTES 5. THE PRESSURE AND GRAVITY IRRIGATION IMPROVEMENTS SHOWN ARE PRELIMINARY AND L f
ASSOCIATION. THE LOT SHALL BE SUBJECT TO POTENTIAL COMPASS CHARTER SCHOOL PURCHASE SHALL BE DETERMINED DURING FINAL DESIGN.
1. CONTOUR AND SPOT ELEVATION DATA IS REFERENCED TO NAVD '88 DATUM. AGREEMENT OR TITLE DEDICATION OR DESIGNATED AS A COMMON LOT IN LIEU OF.
1. DOMESTIC WATER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN PURSUANT TO 6. FIBER AND DRY UTILITIES TO BE INSTALLED GENERALLY ADJACENT TO STREET
7. STORMWATER RUN-OFF GENERATED ON THIS SITE SHALL HAVE A QUALITY CONTROL TREATMENT PRIOR RIGHT-OF-WAY.
2. THE PUBLIC STREETS WITHIN THIS DEVELOPMENT SHALL CONFORM TO THE ADA COUNTY HIGHWAY THE INFRASTRUCTURE AGREEMENT. 8" WATER MAINS WILL BE LOOPED THROUGHOUT
TO BEING CONVEYED TO ONSITE STORAGE FACILITIES. 2
DISTRICT STANDARDS FOR PUBLIC STREET CONSTRUCTION. THE SUBDIVISION.
3. DIRECT DRIVEWAY LOT ACCESS TO W AVIATOR STREET IS PROHIBITED. 8• PUBLIC UTILITIES SHALL INCLUDE WATER, SEWER, ELECTRIC POWER, NATURAL GAS, TELEPHONE, AND 2. SANITARY SEWER SERVICE WILL BE PROVIDED BY THE CITY OF MERIDIAN. THE r i
CABLE TELEVISION. T �pQ
PROPERTY WILL BE SERVED BY THE CONNECTION TO THE EXISTING MANHOLE IN F`, OF
4. THE FOLLOWING ARE COMMON LOTS TO BE OWNED AND MAINTAINED BY THE AVIATION SUBDIVISION 9. IRRIGATION WATER WILL BE PROVIDED BY THE NAMPA MERIDIAN IRRIGATION DISTRICT IN COMPLIANCE HENSLEY STATION SUBDIVISION NUMBER 2.
HOMEOWNERS ASSOCIATION. WITH IDAHO CODE SECTION 31-3805(1)(b). LOTS WITHIN THIS SUBDIVISION WILL BE ENTITLED TO
IRRIGATION WATER RIGHTS AND WILL BE OBLIGATED FOR ASSESSMENTS FROM SAID CANAL COMPANY. 3. WATER AND SEWER LINE SIZES AND LOCATIONS ARE PRELIMINARY AND WILL BE
Ry I I ,
BLOCK 1 BLOCK 2 BLOCK 3 BLOCK 4 BLOCK 5 REFINED DURING FINAL DESIGN.
1 6 10 9,11,12 2, 3 10. ALL LOT LINES COMMON TO PUBLIC STREET RIGHTS-OF-WAY AND THE SUBDIVISION BOUNDARY .4 ALL DOMESTIC WATER MAINS AND SANITARY SEWER WILL BE INSTALLED IN SHEET 1 OF 5
CONTAIN A 10.00 FOOT WIDE EASEMENT FOR PUBLIC AND PRIVATE UTILITIES AND LOT DRAINAGE. ACCORDANCE WITH IDAHO DEPARTMENT OF ENVIRONMENTAL QUALITY AND CITY OF
5. LOT 1 BLOCK 5 SHALL BE OWNED AND MAINTAINED BY THE NAMPA MERIDIAN IRRIGATION DISTRICT. 11. ALL INTERIOR LOT LINES CONTAIN A 5.00 FOOT WIDE EASEMENT, EACH SIDE, FOR PUBLIC AND MERIDIAN'S REQUIREMENTS. DATE: DECEMBER 2021
PRIVATE UTILITIES, LOT DRAINAGE AND IRRIGATION FACILITIES. BRONZE BOW
PROJECT NO: 21009
C:\USERS\JADON S\HAYDEN CANYON DROPBOX\JADON SCHNEIDER\BRONZE BOW LAN D\P ROJ ECTS\21 009\ACAD DWG\SH EETS\21 009 - PRE-PLAT COVER.DWG
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W.C. a� �\ x \,..� 0 10 40 120
XX--X----x x T --- xS8826'12E 824.15'
x— x x -- 40'12• PVC
I.E.(N)=2540.16' x x x x xXX -X--1 -X�����X-�� -�x _x --�I�-
`�` x \ `\ '•• \
RIM=2545.51'
LE.(N)=2540.64' ij
I.E.(S)=2540.54'
s
I.E.(W)=2540.66' x\ �,_,, \ BUILDING
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12" PVC ®�\ 2545I
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LE.(W)=2540.72' I 0 FOUND 5/8" IRON PIN
I.E.(N)=2540.54' ' �\ , / l �\ \ d I
CALCULATED POINT
—2sa1
WATER VALVE
RIM=2545.31' II I I \... �` s� Cg FIRE HYDRANT
I.E.(N)=2540.79' `.� WATER METER
I.E.(S)=2540.69' ® \ 48" CMP \ Sp BUILDING
NM ,I.E.(E)=2535.26'
I.E.(W)=2535.71 ��� `� PRESSURE IRRIGATION VALVE
1 I IRRIGATION MANHOLE
IIUTILITY BOX
ol
CATCH BASIN
\ --------- PROPERTY BOUNDARY LINE
4g `.�\ \\ - - - - - - - -- - - -- PARCEL LINE
1 I i
SECTION LINE
60" ROUND IRRIGATION BOX
RIM=2544.15' 1 `�� RIGHT-OF-WAY LINE
12" ADS I.E.(N)=2540.72'
4 ADS I.E.(S)=2540.86' i I I ' �` \` �So -----' EASEMENT LINE
I ' ��`� \ N DOMESTIC WATER LINE
PRESSURE IRRIGATION LINE IR
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UNPLATTED —Toe Toe TOP OF BANK
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R.O.S. 12250
MI I I �s \ �` s4e _...—...—_._...—...—...—...—.. —.. —. - BOTTOM OF DITCH
ZI I �GX rr) EG EGR EDGE OF GRAVEL ROAD
``\��` \\`�\` O EP EP
I `\ EDGE OF PAVEMENT
1 I i
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HENSELY STATION I --------------------------------- ---- ---- -- ---- _ n O
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SUBDIVISION NO. I ®1 �' I ---- EGR Ll `
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IR —tiR I I IR IR IR--- IR —R IR Ift�--IR - � ` ! _ \` ��
--" }-- 205.84'-w I ►-- I1P UP UP UP w UP � T� p I —�,\
r --�-- -�• -- 484.52' . _...-...-...-...-...— 183200'Z 23.41'
1 I x x-- > . • -X �--—x _ WC 7 . ' IRRIGATION BOX
-PAV� \ N89'15 50 W 690.37 —X�— x z x x x x x x x x x x "�! }�---- RIM=2542.33
— R EPAN8915'50'W 101.E
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vi 18' PVC I W. AVIATOR ST. oLo
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LE.(N)=2541.82'
I.E.(S)=2541.92'
I I DROP
_ 12' PVC
NAMPA MERIDIAN Poi
_ I.E.(N)=2545.73' IRRIGATION
i' I.E.(S)=2545.80' DISTRICT PUMP I
I HOUSE I
I NO. REVISIONS BY DATE
TeM #'
UNPLATTED CHISELED "X' BSW I i UNPLATTED IDAHO I 9955 W. EMERALD ST.
ELEV.(NAVD88)=2548.33' I
SURVEY PH. �,2I 8)DA 8 6-8500
GROUP, LLC FAX (208) 884-5399
I
UTILITY WARNING AVIATOR STREET
THE UNDERGROUND UTILITIES SHOWN HAVE BEEN LOCATED FROM FIELD SURVEY INFORMATION AND
EXISTING DRAWINGS. THE SURVEYOR MAKES NO GUARANTEE THAT THE UNDERGROUND UTILITIES NOTES LINE TABLE TOPOGRAPHIC SURVEY
SHOWN COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER IN SERVICE OR ABANDONED. THE
SURVEYOR FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE 1. NAMPA MERIDIAN IRRIGATION DISTRICT EASEMENT (INST. NO. 201 9-0 4 91 40).
EXACT LOCATION INDICATED, ALTHOUGH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY LINE BEARING LENGTH LOCATED IN THE W X OF THE SW X OF SECTION 10,
AS POSSIBLE UTIMITIES.RMATION AVAILABLE. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE 2. ACHD TEMPORARY TURN AROUND EASEMENT (INST. NO. 2 01 8-1 0 0 442).UNDERGROUN L1 N8915'50"W 32.00 T.3N., RAW., B.M., ADA COUNTY, IDAHO
THESE DRAWINGS, OR ANY PORTION THEREOF, SHALL NOT BE USED DRAWN: CMCCAMMON CHECKED: CMM JOB NO. SHEET NO.
ON ANY PROJECT OR EXTENSIONS OF THIS PROJECT EXCEPT BY
AGREEMENT IN WRITING WITH IDAHO SURVEY GROUP, INC. DATE: 7/23/2021 DATE: 7/23/2021 21 -296 1 OF 1
AW 1- 9 T P 7/23/2021 12,01 PM
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SCALE: 1" = 40'
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Primary Owner:
UNION PACIFIC RAILWAY
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PERMANENT DETACHED a
m �\ SIDEWALK EASEMENT 1 5 w Z
x \ M 100306-S Z I O
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� / W TOPEKA STREET \
_1_57' \ 115.T
59.6' 29 97.5' �. -� S� o Z
\ 3 } �h .,� p k' \ 154' ^ -- 4 �- 79.0' 76.3'
-� - - �. 77.8'
--- co, ��,`�� - LOCAL <\SG\6, T Q
N I i I v �h - 76�9'- 77.2,ROAD - - 2,
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1 a f\ -I w C6 4 W
6355--S-SF I I I 4112 SF I I \411 8SF I < 1 BLOCK 4 2 N
22188-SF �ti / I I I N I BLOCK 2 I \ I I w 7268-SF 3 H
I ch 8785-S F rn w
ry
/ I I I \ I " I I I 7008-SF I I Z 0
BLOCK 6 ^ // I I Lcol \ I t o I 95.0' 95.0' I a 60.9'
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/ I I I " I 2375 sF I N I L6 Q
`� L - - - - - - -I 2375-SF I J Primary Owner: " j N 97' 73' 00
HENSLEY PROPERTIES LLC I r� - - -s9.8'- - i o 95.0' I o I 95.0' I W LOSALAMOS LANE(PRIVATE) 9 39'43- � 13 Primary Owner:
cr) 2733SF I co I I " I \2375-SF I N I 231 - F I N I z \ 197' - - - 19. 5 110 NEWKIRK GLENN FAMILY TRUST Q
I 95.0' ¢ 95.0' \ " I 95.0' I 178. 6524-SF
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N I 2316 SF I N I I 2375 SF \ I I 2375-SF I N \ w N
95.0' 95.0 95.0' \ 1 Q 92.0' I M
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\ �
ao w I 100 NEW NMID EASEMENT
y I 14 a
v z I N 276s-SF I N I °' \ 1
W I 2375 SF I `� L - - - - - - - � L - \ 2754-SF - � NI I \ o M Q M ,
1� I 95.0' I 95.5' 95.6' o N 12 \
0 o N \ � 21535 Q
N 10 N I 6 \ �� X1 BLOCK 4
O 1 I 2375-SF I I 8306-SF °j 62711-SF
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0 6' SIDEWALK EASEMENT
N I 23755-SF I N I I 133' 67. 2a 3 69.5' \ �p`ti �� s, 8 6, 1
40.0' 25.0' 25.0' 29.0' 28.9' 24.8 6 65.0' DESIGNED JKS
95.0' 37' R/W - - - - - - - - -1 r \ o, 2p 1g
N I 8 I I LOCAL I PERMANENTDETACHED 1. I �� LOCAL L11�ELANE(PRIVATE� N6' 10 DRAWN JKS
2755-SF b o o SIDEWALK EASEMENT o I N / \\ d's \ROAD pc� w SANTA
L - - - - - - - � I ROAD I c / 5 14' \ I CHECKED KS
co I- - - - -95.0' - - 13' I o I 1 2 �� 3618-SF \ moo" \� g R=30' 55' �� \ APPROVED KS
1 7 8 9 10 I I 1 1 \ N6 L=14.18' ��" 7 1
7 2529-SF
°' BLOCK 1 I 13360-SF 2100-SF 2100 SF 2436-SF 2682-SF / Q \
N I I � \ EXISTING NMID � � 6012-SF
55-SF I I PERMANENT DETACHED \ �S. EASEMENT TO BE
13' SIDEWALK EASEMENT E29.0'
K 2 - J �' O VACATED
BLOCK 4
I 95.0' I - - - - - - - - - - 613 MINOR \ ��L 8
o I 6 o i URBAN y �� �° 8134-SF
\
" I 2375-SF I N I I 40.0' - 25.0' 25.0' 35.0' 35 4' / \ � 1 Q O} 54.2
95.0' R'29 4y` �O� ` ZF` 9334-SF �O �G Q o 37.09_ 1
W SANTA FE DRIVE 145. \ n 18.04' 35.0'_00. b
5 I N MINOR ��N 151 - - �� oo 124 \ 35.0' 1 w
2375 SF I URBAN 25,1' oo ,y / BLOCK 41 _ _ - o
77- 25.1 \ V, �� 9
40.0' 25.0' 25.0' 25.0' 29.1t - ' 29.2'
I o I 95.0' I I � � \ \ \ A��/ 5827-SF� 4 6,
N I 4 `�" I - - -I r \ o� x 1 S W AVIATOR STREET
2375-SF I N I r - - - - - - - - _ - - - - - -I F- - - N I co \ ems\ \ 6g5 / \ R� - u
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95.0' I o I co I co "2050-SF
co i co $ 5278-SF
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BLOCK 5 1 N
2755 SF `� I - - - - - - - - - - - - J L- - 30 i W
48.9' L - - - _95.0' - - J 40.0' 25.0' 25.0' 25.0' 30 72 TR��� ^ EXISTING NMID o 0 2
_ 31.30' 35.65' /
0 Lo
143.9' ORS ACCESS EASEMENT co i� cD 1
BLOCK 1 0 o T v 9106 SF
O" 1 N �N BLOCK 3 / �N Pv1P 1� TO BE VACATED 3 1472-SF COMMON
L - - - - - - - - 134.8' _ _ 32.0' \- 101.7'
Q N89'15'50"W 555.53' 500 102' -
W AVIATOR STREET o o, R 181� / z
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Primary Owner:Primary Owner: MARALA INVESTMENTS LLC Primary Owner: ROHM TONI DPrimary Owner: ZION VENTURES LLC COMPASS PUBLIC CHARTER SCHOOL INCcNN�
I SHEET 3 OF 5
DATE: DECEMBER 2021
BRONZE BOW 21009
PROJECT NO:
C:\USERS\JADON S\HAYDEN CANYON DROPBOX\JADON SCHNEIDER\BRONZE BOW LAN D\PROJECTS\21009\ACADDWG\SHEETS\21009 - PRE-PLAT LOT DIMS.DWG
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\ \\\\ \ \ x— x x x x x—r—x x x X x�x x — x x xh i �5
\ \� \�\ — \ x x�\ x x x --x—x
PROPOSED 48 INCH\ \ \\\
\ IRR MAIN OUTLET >115
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ERR
PATHWAY AND PARKING LOT EASEMENTS TO BE �o \
W TOPEKA STREET 25 \ \
4$ RECORDED WHERE AND IF REQUIRED \ \
ss SSMH 7 -. �SS S\� - SSMH A.1' - S _ - — —SSMH A.2\\
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EXISTING SEWER
CONNECT TO EXISTING I j L=171' I cy,', '' / _ _T _S=0?29% \ 0 O
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I s=1.91% — _SD N \\ 2 \ "' )R
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\ I I \ - - \ \ J L=11 ING LOT EASEMENTS TO BE
I I I I I 1 6' y'I / / V I PATHWAY AND PARK
I I III F- - - I 1 1 1 2 I I 3 S=0.29 RECORDED WHERE AND IF REQUIRED
\ I I 1 1 I 8 9 10 I I 1 1 I D-i o"
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r - J L - - - L=48 '
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\ I I I II I I I I 1 6 I �� N 547 / S-1p1 g" DRAWN JKS
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W SANTAFEDRIVE SWALEVTYPICAL0 -SSMH C5 N SS APPROVED KS
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2 3 4 5 I I 6 I I D=10"
HENSELY STATIONoRSNR�E� 2549
SUBDIVISION NO. 1
I EXISTING IRRIGATION :y
1 - - TO REMAIN SS L=172'
L_ J SSMH B.2 J-
I :I - / / - - - - - - - J L- - - - i �� ' S=0.29% PROPOSED 48 INCH
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W AVIATOR STREET CONNECT TO EXISTING
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PERMANENT RIGHT-OF-WAY EASEMENT J x I I a
FOR DETACHED SIDEWALKS PERMANENT RIGHT-OF-WAY EASEMENT I I
FOR DETACHED SIDEWALKS 11 z
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13' 37' RIGHT-OF-WAY 13' 55' RIGHT-OF-WAY �I
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J
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5' SIDEWALK 2' 16.50' 16.50' 2' 5' SIDEWALK ``' 4' 18, 18' 8' LANDSCAPE BUFFER SIDEWALK 2' Lu rZ6
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LANDSCAPE LANDSCAPE �7_I I �7_
BUFFER BUFFER w w
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/\/
SHEET 4 OF 5
33' TYPICAL STREET SECTION (LOCAL) 2021
NOT TO SCALE AVIATOR STREET SECTION (COLLECTOR) DATE: DECEMBER
NOT TO SCALE BRONZE BOW
PROJECT NO: 21009
C:\USERS\JADON S\HAYDEN CANYON DROPBOX\JADON SCHNEIDER\BRONZE BOW LAN D\PROJ ECTS\21 009\ACADDWG\SH EETS\21009 - PRE-PLAT SITE PLAN.DWG
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M Nr c lam- N O NCO rrj ^ rd C / �QN
r� M ro rn + � U N -0) N 00O r, rM d'q: c ) 0 + qtLo N QN NN r mN � O
vCo L) NN N \ Q� NN H rh + rc') NN �oqt N � � N Q� NN _ --IZ O \ m >
r�l�i� d ato C-4- -H ? \ mil Z O Qc� N d + � N Q00NN H m� � Z O �Q � > > (r%
� m — O � +I O QrN � -H — O NH — Z Z
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+ N N N H — Z Z Z_ / GROUND N N 0: - - N N Z Z Z_ N > > N~ cr- Z Z \ —I N N — —
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(n V) FX K
2545 — — _ _ _ _ -� — PROPOSED 2545
I 48"NMID
I I I I I IRRIGATION
I I I MAIN
2540 ; \ \ 2540
L=150'
S=0.29% L=172'
L=97' L=82' L=1 16' D=10" S=0.29%
S=0.29% S=0.29% D=10"
L=221' S D_1029% D=10" D=10"
2535
L=171' S=0.29% FL2535
S=0.29% D=10"
D=10"
L=115' Z
S=0.29%
D=10" O
2530 2530 �■■�
W
1■■1 J
2525 .. .. .. .. _ .. .. .. .) .. .. .. .. .. _ .. .. .. _ .. .. .. .. 2525 Q ICI
M t0 )A O 00 O N r- O )A M O rM d O c0 r'. N N O d d � 00 r- 00 N d r- O )A d O) c0 N n d
ui n 00 N M n 00 c0 O O 00 M W))A d r) )A 0 N r, co00 N 0)0) c0 00 N O )A d r- d 0) N N )A W) r'. d O O
O O O d O d O O d n O n n 00 N 00 n n c6 n c6 n N n O c6 c6 c6 c6 c6 c6 n 0) r, 0) n n n n n n 00 0) 00 6 00 n 0) N .^� LL
d d d d d d d d d )A d d d d d d d cA d d d d d d It It It It d d d d d d d d d d d M d d d W) O
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N N N N .N.. N .N.. N .N.. N C4 N .N.. N .N.. N .N.. N .N.. N .N.. N .N.. N .N.. N .N.. N cq N .N.. N .N.. N cq N .N.. N .N.. N .N.. N .N.. N co
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00
SANITARY SEWER MAIN 'A' a
HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5' Z W
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2560 2560
2560 2560 2560 2560 W
2555 w v w v M 00 0 00 2555 2555 w V)M v N ro 2555 2555 -�-� 2555 >
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d0 ^ NN d0) r, 0r00�0 Lo mV) NH �O ^ 0000 �� � � N r, r, �ONNM pMj fn rn P7
OdK) n CSJ N m� �10 OdLoU N + cAN + � N p � � M rn `f00 e
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m Z Z 00 N N ? m O +I ~ -H O p N -H O+ N N N APPROX. EXISTING �7 � r r j �
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2550 N � 'z z' Z N N Z z z 2550 2550 N m w z 'z Z GROUND N N z z—vNi N ? 2550 2550 N > > > o N N N M -H 2550
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FINISHED N N z z z FINISHED m ? 0 Q O
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----------
r
i
2545 ^ 2545 ;
� 2545 2545 2545 � � 2545
' APPROX. EXISTING DESIGNED JKS
GROUND L=48'
APPROX. EXISTING L=88' S=1.14%
GROUND S=3.03% L=200' D=8" DRAWN JKS
D=8" S=0.51
D=8"
2540 2540 2540 2540 2540 ' 2540 CHECKED KS
L=240'
L=309' S=1.90% APPROVED KS
S=1.91% D=8"
D=8"
L=68'
woo 2535 2535 2535 2535 2535 S=8" 2535
D=8'
2530 2530 ~
2530 2530 2530 2530 0
2525 12525 2525 _ 2525 2525 _ 2525
O V) n n 0^ M 0 00)) O 0 n N N^0 0) W) O 00 ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^ ^
M N O n O M n O O n O d O N 1- 00 O 00 r- M d 0) M r- O) c0 r- r- 00 r- 00 d 00 O n 0) (n
to O n N 0) O N 0) 0) rn N O rA c0 d M rA O 00 00 O 00 M
n O n rA co rA co rA co co co co n co 0o co `^, _ Z w
d d d d d d d d d d d d d d d d r'. CD r- r- r, n 00 Lo r, CD r- r, 0) c0 r, to to to 00 rA r- rA r- v rY
Lo Lo Lo Lo Lo Lo W) W) W) cf) W) Lo W) W) W) W) d d d d d d d d d d d rA d d d d d d It d It It It d _O
v N N N N N N N N N N N N N N N rn rn rn rn rn rn rn Lo rn rn cA cA cA cA cA cA cA cA cA Lo cA cA cA
N N N N N N N N N N N N N N N N N N N N N N N N U)
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10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 10+00 10+50 11+00 11+50 12+00 12+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 m o
N
SANITARY SEWER MAIN 'B' SANITARY SEWER MAIN 'C' SANITARY SEWER MAIN 'D' U w_
HORIZONTAL SCALE: 1" = 50' HORIZONTAL SCALE: 1" = 40' HORIZONTAL SCALE: 1" = 50'
VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' VERTICAL SCALE: 1" = 5' O
m
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SHEET 5 OF 5
PRIVATE LANE SECTION MINOR URBAN SECTION DATE: DECEMBER 2021
NOT TO SCALE NOT TO SCALE
BRONZE BOW 21009
PROJECT NO:
C:\USERS\JADON S\HAYDEN CANYON DROPBOX\JADON SCHNEIDER\BRONZE BOW LAND\PROJECTS\21009\ACADDWG\SHEETS\21009 - PRE-PLAT SITE PLAN.DWG