HomeMy WebLinkAboutOmited from Final Construction Lennon Pointe Subdivision PLAT BOOK PAGE
2025
Corner Record
109109699 ���
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T.4N.,R. 1W W_ USTICK ROAD N
T.3 N.,R. 1 W 1 r
77
O PLS5291 0 25 50 100
W R/W-L215 SCALE: 1 "=50'
tirO ry � �
i i Oi See Sheet 1 for Legend
p M A ^ L125
rn e 1 I I J L126 -
Ln
�+ L128 m r
Iq a 3 � N M O3 Homeowners Association Pressure Irrigation Easement
4
O M .Zl .Zl -
3 J IM AI O L130 L132 �� � O Homeowners Association Storm Drain Easement.
O K I I
1 M M Line & Curve Tables
I 3 Storm Drain & Pressure Irrigation
�pR-PR-PR-PR-PR-PR-PR-PR-PR-PR-PR-PR-pR _ A A g
4 0 `A,� l� Lii17 Easement Lines
O \ o
0 N
o' ti QR-PR-PR-PR-PR-PR-PR-PR-PR-PR-PR-PR, � 4 / 1
"
J / q Qom/ L108 L124 L123
�� - p� • R/W R/W-
aLi17 Curve Table
L102 I __� L110 P q
a r L106/ VV- E B B LESTO N E LIV_ W_ P E B B L E STO N E �R_ C## Length Radius Delta Chd Len Chd Brg
a J (PRIVATE) -
\ 4 � C100 69.43 57.09 69°40'44" 65.23 S41°00'38"W
0 f Ln L115 r+
M a �0 4 J J C200 17.72 73.51 13°48'46" 17.68 S7°20'57"W
I 0. ,/ L209 1 3 R/W R/W-
a 3 /
a L104 L112/ L113 J L119
Q) All of Lot 1
N v 24 2
4 J L211 O Line Table Line Table
N 3 �\� -
J
L206 25 Line ## Length Direction Line ## Length Direction
L218 3 O L100 49.21 NO°01'03"W L128 5.00 N88°43'02"W
O o
ao 12 11' 1 11' L101 50.93 N89°58'57E L129 24.74 N1°16'58"E
O4 L102 8.11 S89°58'5711W L130 8.56 N88°43'02"W
0 O W 13 -i
L103 55.70 NO°01'03"W L131 10.00 N1°16'58"E
Q 27 o
5 Z L104 62.82 S89°58'57"W L132 13.67 N88°43'02"W
0 Ln O 14 \ O ( I L105 46.05 NO°17'10"E L133 42.24 SO°02'45"W
PR J > W V
- 28 \ 6 �A L106 25.34 S89°41'04"E L200 7.84 S89°13'52"E
W L107 17.60 N1°26'54"E L201 10.86 S89°13'52"E
0 pR 30 29 �/- L108 10.00 S88°33'06"E L202 238.14 N89°13'52"W
Z ? 16 O L109 17.40 S1°26'54"W L203 133.79 NO°00'00"E
J O 30 a JOr
L110 6.55 S89°41'04"E L204 62.79 N36°42'07"W
L111 45.80 SO°27'23"W L205 164.08 NO°02'45"E
3 (A-
10 Ln 31 O -M L112 41.74 N89°58'57"E L206 258.97 S89°57'15"E
W U L113 94.65 S89°58'57"W L207 310.21 SO°02'29"W
07 18 N 0
rn \ 23 L114 22.96 NO°05'02"E L208 44.28 S22°14'38"E
32 Z
a L115 2.25 N89°59'54"W L209 113.19 N89°57'15"W
6 Z O 10
O O 19 \ 33 L116 38.49 SO°23'44"W L210 35.13 S20°13'36"W
L 3 L117 68.29 S89°32'36"E L211 38.52 S89°43'29"W
11' 11 L118 60.91 N1°16'58"E L212 22.51 N1°16'58"E
34 L120 36.32 N1°16'58"E L213 82.25 S1°16'58"W
20 21 22
11 I I L121 265.39 S88°43'02"E L214 25.00 N1°16'58"E
M 12
OL122 34.00 S1°16'58"W L215 263.51 N88°43'02"W
3 L123 32.06 N89°16'12"W L216 48.99 S45°37'35"W
W. SINDON LN_ (PRIVATE) / 13 L124 233.34 N89°16'12"W L217 231.82 SO°01'03"E
L125 16.00 S88°43'02"E L218 25.00 N89°58'57"E
o� 14 L126 26.32 S88°43'02"E rL219 50.00 NO`01'03"W
L202 L200 L127 7.49 N1°16'58"E
L201 C200
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18
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PLS11463 o -1 -1 1'WC o Page 4 of 6
z -4 -1� N All of Lot 18 5/8" Rebar 70
0-of al a PLS11463 �os/26/2025� 680 S. Progress Avenue #2B
CREASON CREEK
SUBDIVISION No. 2 o4 D of HMH�oo� Meridian, ID 83642
M engmeenng (208) 342-7957
Ep Er GENERAL UTILITY NOTES z
1 REFER TO CITY OF MERIDIAN STANDARD NOTES - GENERAL CONSTRUCTION NOTES ON SHEET J
G ZD
0L
0 2. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE Q Q
uj 0 I CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO oC
W. USTICK RD w COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL c
rp DAMAGES WHICH MIGHT BE OCCASIONED BY THEIR FAILURE TO EXACTLY LOCATE AND Lu
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�d. : m. ` x ' m �': r ,.d ,� -• r (� s EP ° F: PRESERVE ANY AND ALL UNDERGROUND UTILITIES- CALL DIGLINE AT 1-800-342-1585 A MINIMUM Lu
EP W
,¢ IRR IRR IRR IRR IRR IRR IRR ` - IRR- - - - _ _ OF FORTY-EIGHT (48) HOURS PRIOR TO EXCAVATING TO REQUEST LOCATIONS OF
+ + - , UNDERGROUND UTILITIES. UNDERGROUND UTILITY LOCATION AND VERIFICATION SHALL BE AN
ONGOING PROCESS. WHERE CONFLICTING UTILITIES MAY BE PRESENT. THE CONTRACTOR a
SHALL NOTIFY THE ENGINEER IMMEDIATELY OF POTENTIAL CONFLICTS- THE DEPTH OF UTILITIES
t SHOWN ON THE PLANS ARE NOT KNOWN BUT ARE FOR GENERAL INFORMATIONAL PURPOSES
- SHEET -4 . 2
ONLY.
CL PROPOSED COMMERCIAL PROPOSE I I
� w �PQ ED
ILL3. INSPECTION. APPROVAL AND FINAL ACCEPTANCE OF ALL SEWER CONSTRUCTION SHALL BE BY
.s I � � � � + � .�M � �
BUILDING �Ffi
I BUILDING r APART NT THE PUBLIC WORKS DEPARTMENT, AND THEIR DECISION SHALL BE FINAL. SUCH INSPECTIONS
' J BUILDIN SHALL NOT RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF PERFORMING THE WORK
a I I IN AN ACCEPTABLE MANNER IN ACCORDANCE WITH THE DEQIQLPE APPROVED CONSTRUCTION
SS_ PLANS.
�- s5_ �_ s5 � 5s I I J
` '► - - , - - ' - I- - • _ _ _ I` -I I 4. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL AGENCY MUST BE APPROVED PRIOR TO 0-
►�� = = _ - - w w ^ ` \ + L LL LL L L LL L - - - - - (A) BACKFILLING TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE.
LL LL L L LL LL L LL LL L N L L LL LL L
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L LL LL LL L.L L LL L LL LL L L LL LL L LL L
► ��� - I S SS SS ss L LL LL L L LL LL LL LL L , L LL L LL LL L L LL LL L LL L I 5. INSTALLATION OF GROUNDWATER DEWATERING SYSTEMS MAY BE REQUIRED TO FACILITATE
- ►.. _ • LLLL LL L U i. LL LL L L L LL LL L L LL _L L LL L.`.
L L LL LL L L LL LL L LL L_I CI)
► ; � - - - I .j F THE CONSTRUCTION OF PROPOSED FACILITIES- GROUNDWATER LEVELS SHALL BE MAINTAINED N
+ + + + + + + + + BELOW THE BOTTOM OF THE TRENCH AND STRUCTURE EXCAVATION DURING INSTALLATION. o Y o
- - - - - - - - -A (a �� - - �� I CONTRACTOR IS REQUIRED TO SECURE DEWATERING DISPOSAL SITES AND APPLICABLE Z
z co
w w W w W w w AGENCY PERMITS. DEWATERING PROCESS SHALL CONFORM TO SECTION 205 OF THE ISPWC. Z ❑
SS - - - 6. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT VERSION OF On LiTI SS .' � - al
+` + �- PROPOSED r - -- a THE IDAHO STANDARDS FOR PUBLIC WORKS CONSTRUCTION (ISPWC), THE CITY OF MERIDIAN Z C1]
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COMMERCIAL BUILDING - ° -- - ti -� - SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC (AND ANY ADDENDUMS), THE REQUIREMENTS U ❑
� =-- � �, - - - - -^� _ OF THE ADA COUNTY HIGHWAY DISTRICT (ACHD). THE MORE STRINGENT OF ANY OF THESE Lo
_ - - ► --� �� ► I ��' STANDARDS SHALL BE THE CONTROLLING STANDARDS AND SPECIFICATIONS. Z
Lu i 1 LLLLLLLLLLLLLLLL.i I - L.L.- Lu
�' II 5 ' 7. ALL TRENCHING AND PIPE INSTALLATION SHALL BE PER DETAIL 3 SHEET CD-2-0-
I j �LLL��LJ__LL _LL_:. -L M AAI I�
❑ - I , I -LL_ LLL>rL_LL _LLLLL-L-LL-LL' I I-
i i , LLLLLLLLLi. I r.�_ , ; I 8. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN PROPOSED
LU
J i III =- �R R PROPOSED ^� ` - - PROPOSED NON-POTABLE WATER LINES AND ALL POTABLE WATER LINES-
co�! 3 - - - �� T WNHOMES ; TOWNHOMES
° I - , I 9. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL SEPARATION BETWEEN POTABLE WATERLINE
I I 1 AND BOTTOM OF INFILTRATION SWALE AND BIOINFILTRATION BASINS.
I I .
!I I .I , , , r- -- 1 10. MAINTAIN MINIMUM OF 6 FEET HORIZONTAL SEPARATION BETWEEN HYDRANT LATERAL AND N N � w
- rn i I �' S I In R rn IN Li
` I PROPO D ; I NI - PROP SED I I ; SERVICE LINES- ry o cv cn . T ¢
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TOWNH ME5 I. � I � � � � � � � � ❑
I I r TOWNHOMES P DPOSED- - - - - 11 . COORDINATE EXACT UTILITY SERVICE LOCATIONS WITH ARCHITECT, MEP, AND CIVIL ENGINEER.
PROPOSED U U 0 m
; �r -� ' T�WNHOMES ; I
-- _ --- L- I � ' I N ' I TOWNHOMES I SEWER NOTES 2
' I j ` Il7 --- --------- L- _-- -- 1. REFER TO CITY OF MERIDIAN STANDARD CONSTRUCTION NOTES - SEWER CONSTRUCTION w 0 N 0
I I - L ' I I C�] Lu
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- ' I i • r NOTES, SHEET G-2.0. w w w
_ PROPOSED ° ❑ ❑
TOWNHOMES I I `� 2. SEWER SERVICE SHALL BE INSTALLED PER SD-511A OF THE ISPWC- SERVICE PIPE SHALL HAVE A w w z ❑ ❑ o
_ x MINIMUM OF 2 /o SLOPE TO PROPERTY LINE. ❑
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ww - r
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' PR�POSEO I wo ' T JWNHOMES - - PROPOSED - � w
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I i TOWNHOMES 3. SEWER SERVICE CLEANOUTS SHALL BE INSTALLED PER SECTION 503 OF THE CITY OF MERIDIAN w w w w o
_ , --- -_-_----_____ ' I SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC AND STANDARD DETAIL S1. � � 1L � w � w
I r = --- ------ U Q
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I; - - - - �� 4. SEWER PIPE SHALL BE BELL AND SPIGOT PVC, SDR-21 DR SDR-35 AS NOTED ON THE PLANS PER _ } _ � ¢
� + I �- 117 � - �..� � U � W
_ PROPOSED - --1 v ¢ ¢
6 I �� ' _ _ _ _ _ �- , i I I SECTION 501 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC.
❑ \ ► I • TOWNHOMES _ _ ; °
¢ I T P4OPOSED- - � ,
U - \� 1 `,_ , _LL=LL , , Iz 5. RESIDENTIAL SEWER SERVICE LINES SHALL BE 4" DIAMETER. COMMERCIAL SEWER SERVICE r m It l sa � w z
. \ ' , , \ I ^I ' TOWNHOMES , I.,.... - -
► I _LL_L --- --- !! a I PROPOSED LINES SHALL BE 6 DIAMETER.
\ ► , \ _LL_� ' ==-f- ---'-- --- II ` - TOWNHOMES
❑ r- 1'► \, i I i --- - --__ 6. COORDINATE ALL SEWER CONSTRUCTION WITH THE CITY OF MERIDIAN. N
[� I ► p -LLLL - --- I Q
• LLLL I I I �1 I , -�" _ - cc N
I PROPOSED _ -_� I N �-�- -- WATER NOTES r z z z
o ►► _ \, I LL i- TOWNHOMES I , o 3 c3 Y
.,�� ;ti. LLLL- I ;I P DPOSED I ° 1. REFER TO CITY OF MERIDIAN STANDARD CONSTRUCTION NOTES - WATER CONSTRUCTION.
\►��rA_ \ ! 11 �. T WNHOMES ' I -- --
v �► I LL _ I� z z o
_ PROPOSES] I SHEET G-2.0. � 9 0 x
I I --- TOWNHOMES 2. COORDINATE WATER SERVICE INSTALLATION WITH THE CITY OF MERIDIAN. o U
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N ; =r= I ,, LLL LLLLL I° I I _PROPOSE� s �_ �� 3. WATER SERVICE SHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD DETAILS W1 , W2: W3,
Q ►►r rr I L L -L LLL I, II J.iii�llll`,:�M� 5 - - - - - - ` W4. W6. W7, AND W9. SEE SHEET CD-1 & CD-11.0. Z
I ' , LLL LLLLL ,
W - I L LLL I ; PROPOSED I "I 4 WATER SERVICE PIPE SHALL POLYETHYLENE SIDR-7, ANSIIAWAA 901 PER SECTION 404 THE CITY Q
LLLLL I PROPOSED I .-'� '► ► I
\ -. LL I, , I -----.--=�_----- -- TOWNHOME OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC. J
► ti- , LL LL LL L �r---------- ! -
w - - L ---µ--------
'► \ - ' -- - - LL LL LL L -IL - - - - - - - - -------- 5. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF MERIDIAN STANDARD DETAIL W8, SHEET w
�� CD-11 .0 AND SECTION 403 OF THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE Z
1'► w w w w w I ISPWC- Z
�- `t - - _ - _ - - _ I� o - LuLu
o ►I a 6. PIPE JOINT DEFLECTION SHOULD NOT EXCEED 2 THE PIPE MANUFACTURER'S ALLOWABLE
,'► DEFLECTION. CONTRACTOR IS REQUIRED TO VERIFY ALLOWABLE DEFLECTION ANGLE. Z > W
w- w w w w 7. MIDSECTION LINE WATER MAINS SHALL HAVE 5 FEET OF COVER. IN ALL OTHER AREAS COVER ❑ CIi
' IP.R R __ Lu
SHALL BE 4 FEET Z vv
1 ❑ 0
w I ' - - -^ ^���r� ^l r J ' 8. ALL HORIZONTAL PIPE FITTINGS AND VALVES SHALL HAVE THRUST BLOCKS PER DETAIL 2, SHEET Z
ss ° 1 ►� LLI �� -�^- « i + PROPOSED PROPOSED PROPOSED CD-9.0. w
TOWNHOME TOWNHOME I TOWNHOME Lu�► 1 �I --�- -"- --_ ' J 9. WATER PIPE DIAMETER 4 AND LARGER SHALL BE ANSI/AWWA C-900 DR18 PER SECTION 401 OF
? RR RR RP. RR THE CITY OF MERIDIAN SUPPLEMENTAL SPECIFICATIONS TO THE ISPWC.
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WATER & SEWER PLAN OVERVIEW 0 40 80 P.Q21 �ORR4ti' DATE:
Feet 05-12-2025
SCALE: 1" = 40'
PAGE NO:
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1. INSTALL GAS SERVICE LINE. COORDINATE INSTALLATION WORKS WITH NW 2 C�
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- - - - POWER NOTES "'
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&. 0 � _ _ \ _ I 1. REFER TO STREET LIGHT PLAN (SHEETC-7.1) FOR STREETLIGHT INSTALLATION. 0
1 I rr 2. COORDINATE CONDUIT INSTALLATION AND TRANSFORMER INSTALLATION WITH
FP FP I IDAHO POWER.
FP �— PROPOSED COMMERCIAL I PROPOSED
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