HomeMy WebLinkAboutPublic Utility Plan ROW 47I-0" ROW Q
7'-o" 33'70" 7'-o" p CV
O
Q
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S.1 3 EP FP FP FP W. WALTMAN LANE CONCRETE 4"-3/4" MINUS STANDARD VERTICAL CONCRETE I�
_ CRUSHED GRAVEL CURB & GUTTER (TYP.)
OP 0� OP OP 0 OP OP EP 2 1/2" ASPHALT
SIDEWALK SIDEWALK W
(TYP.) AS PER PLANS (TYP.)
PAVEMENT 4" - 3/4" MINUS CRUSHED
° 1 ° ° 3 ° 1 GRAVEL (COMPACTION 0
- - - - - - - _ _ — a\ - - - - - - REQUIRED)
IN IR . - - - - N 47' RIGHT—OF—WAY
BLOCK 3 PUMP STATION NOT TO SCALE
cn
1 n 2 3 4 5 6 7 8 n
� N
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ROW 60'-0" ROW H o CD
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1 O J O 4"-3/4" MINUS STANDARD VERTICAL CONCRETE U
p7 CONCRETE CRUSHED GRAVEL CURB & GUTTER (TYP.) SIDEWALK
SIDEWALK 2 1/2" ASPHALT (TYP.)
1 V) AS PER PLANS
BLOCK 4 n a l 2 LL I (TYP.) PAVEMENT 4" - 3/4" MINUS CRUSHED
14 I ►-
5 2 PUBLIC ALLEY r r I GRAVEL COMPACTION
I REQUIRED)
- -1 15 60' RIGHT—OF—WAY w/ is
P o'RO . BLOCK 5 � I NOT TO SCALE U
2 1 2 3 4 5 6 7 8 9 a� n I Q CD
3 a 5 16 C�0 z NN � o
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17 5 I I I I z
5 19 I SLOPE 2.00% No
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1 n 20 + I 14"-6" MINUS PIT RUN
18 6
I I CONCRETE 4"-3/4" MINUS STANDARD VERTICAL CRUSHED4' MINUS GRAVEL CONCRETE
1 d ^ SIDEWALK CRUSHED GRAVEL ASPHALT CURB & GUTTER (TYP.) COMPACTION SIDEWALK 'm w y
BLOCK 6 4 TRO 21 4 I PAVEMENT AS PER PLANS ( z = Z
a (TYP.) REQUIRED) (TYP.) o
o ¢ = �
PIR PIR Z o
] - BLOCK 10 �' 2 Z
w - - - - - - - - - - - - �- 60 RIGHT—OF—WAY w/ DETACHED SIDEWALK - wmz
V. RUDDY DR. L - - - - - - - J NOT TO SCALE zo � J5
v RUDDY DR. o e N t IR �� UTILITY NOTES Z o } z
n ¢ Z o
- n I
59 — — — — 1 w — — — — — — — — — — — — 1. SANITARY SEWER: PROJECT WILL SEWER FROM AN EXISTING z
® CD
r — — — a W — — — — — — >SS >ss SEWER MAIN LOCATED IN W. WALTMAN LANE. THIS PROJECT z
58 N 7� a D I I LIES WITHIN THE TEN MILE SEWER TRUNK SHED. SEWER WILL o w
n 23 - I BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS ROW 54I-0" ROW z Z w
F C ) aw >
r 3 OF THE CITY OF MERIDIAN AND DEQ. w
L - - - - - - - J PIR L — - - - - - 24 5 I I s'-o" 30'-0" 15,-0" i? Z Jm
N = w z o 0
�— w n I 6 2. WATER MAIN: A 12" WATER MAIN IS EXISTING WITHIN W. z
57 25 n 9'-0" 15'-0" 15'-0" 8'-0" 5'-0" 2._0"
kCKwoonsnR. I WALTMAN LANE AND AN 8 WATER MAIN IS LOCATED IN W.
RUDDY DRIVE. THE PROJECT LIES WITHIN PRESSURE ZONE 3.
9 0 a n , y _ THE WATER MAINS AND SERVICE DESIGN WILL CONFORM WITH I I ' o
M 1 1 1 I z THE REQUIREMENTS OF THE CITY OF MERIDIAN AND THE DEQ. SLOPE 2.00% o I
�I � 00
10 26 O o I
v 56 3 2 0 2 0 0 2 0 O w 3. IRRIGATION: PRESSURE IRRIGATION WILL BE PROVIDED TO ;ft � "t a'
OJ 11 r w EACH LOT WITH A NEW PRESSURE IRRIGATION PUMP STATION CO 00 o
3 00 I ° ° 0 ° N Q' 20"-6" MINUS PIT RUN Cn n o
3 3 12 f 3 27 cn U I THAT WILL BE LOCATED ADJACENT TO TEN MILE CREEK. THE O
n 3' WIDE 4"-3/4" MINUS CONCRETE
47 ROW , o o N o w PRESSURE IRRIGATION SYSTEM WILL SERVE ALL PHASES OF GRAVEL SHOULDER CRUSHED GRAVEL W x
0 J_ SIDEWALK o
55 n 4 4 n 4 cn I TANNER CREEK SUBDIVISION AND WILL BE OWNED AN 3" ASPHALT (TYP) v~i ``
13 cn � PAVEMENT
0 0 0 0 ^ 28 IZ I MAINTAINED BY NAMPA-MERIDIAN IRRIGATION DISTRICT. ALL 4" - 3/4" MINUS CRUSHED Q o
5 5 � 5 I 5 w IRRIGATION STRUCTURES, LINES AND DRAIN LINES EXCEPT GRAVEL (COMPACTION O o 00
co 14 �' a H REQUIRED) _p
4 0 a 0 v ° Q rn o 3 M STREET STORM DRAIN LINES SHALL BE RELOCATED OUT OFLi z
6 I� ao 6 a O cYj 6 } Y f fi I THE STREET RIGHT OF WAY. rj4 RIGHT—OF—WAY (CORPORATE DRIVE) 0 oco
54 W m 15 j o 29 o BL CK 10 Icz
O a O o m vi J 4. STORM DRAINAGE: STORM DRAINAGE WILL BE RETAINED NOT TO SCALE O z w o
7 m m 7 0 16 ] 0° I ON-SITE. STORM WATER WILL BE HANDLED VIA MANHOLES 12 C-4
0 0 o n I I y rn
2s 8 8 C o 30 I AND/OR SAND AND GREASE TRAPS AND A SEEPAGE BEDS N c
53 o o N"' 17 8 cn I SYSTEM. THE STORM DRAINAGE SYSTEM WILL BE CONSTRUCTED o 0
n 0 ° IN ACCORDANCE WITH THE CITY OF MERIDIAN AND ADA ROW ROW
9 9 18 9 31 I COUNTY HIGHWAY DISTRICT STANDARDS. so'-o"
3:: o 0 0 0 4 'ROW I I I
25 10 0 10 0 19 } 10 0 I` I 5. UTILITY EASEMENTS: EASEMENTS WILL BE PROVIDED FOR s1'-o"
52 11 11 ° 11 32 I ALL PUBLIC UTILITY OR IRRIGATION FACILITIES LOCATED s'-0" 2s'-s" 25'-5" 5'-0"
20 OUTSIDE OF THE PUBLIC RIGHT-OF-WAY. r?
N I I 21'-0" I 21'-0" z
51 w w -o w 33 �O n I o
SLOPE 2.00% SLOPE 2.00%
>ss W 11 APE DR. >SS 34 I J � � o
21It
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14"-6" MINUS PIT RUN W W
CONCRETE 4"-3/4" MINUS STANDARD VERTICAL CONCRETE O
49 6 I SIDEWALK CRUSHED GRAVEL CURB & GUTTER (TYP.) SIDEWALK Z
48 47 35 I 2 1/2" ASPHALT AS PER PLANS
46 45 44 43 42 41 40 39 38 37 36 _ J
y t (TYP.) �
———— —————— TYP' LLJ
PAVEMENT 4" - 3/4" MINUS CRUSHED (w (-D
GRAVEL (COMPACTION w Z
I REQUIRED) = Q Q
�_ w =W------- LEGEND W. RUDDY DR.
EQ
's BLOCK 3 - - BOUNDARY LINE > `� z
PIR PI PIR PIR P R PIR 7 c�ii I NOT TO SCALE [�] O
_PIR7 __ I RIGHT-OF-WAY (ROW) ^�j Q �_
CD cn
Ic-i M �
50 50 50 7 ___ -d LOT LINE
-- -- -- -- -- -- -- -- -- -- -- - - o 0 0 SETBACK
Z
__ __ __ __ __ __ __ __ - LOT LINE � w = o
I
3 62' ROW 3 2
PROPOSED WATER LINE 25'-0" 37'-0" w z o
w— WITH FIRE HYDRANT —
18'-0" 8'-0" 10'-0" 1' p
I >ss PROPOSED SANITARY SEWER LINE �
I PIR PROPOSED PRESSURE IRR. LINE I o� VARIES 12.s'-18.s' 1s'-o"
I PROPOSED STREET LIGHT I W w VARIES °'-3' o Z
WS INTERSTATE 84 1
PROPOSED SURFACE FLOW X a CROWN
E IIST N J
SLOPE 2% --
1 PROPOSED CURB AND GUTTER - - SCALE AS SHOWN
PROPOSED CONC. PATHWAY/SIDEWALK
STD. VERTICAL CURB CONCRETE SIDEWALK (TYP.) DWG.DATE 07/05/23
PROPOSED VALLEY GUTTER EXISTING ROAD 4"-3/4" MINUS & GUTTER (TYP.)
SECTION CRUSHED GRAVEL AS PER PLANS GRAVEL (COMPACTION
MINUS CRUSHED PROD. NO. 220721
PROPOSED STORM DRAIN 3" ASPHALT PAVEMENT 20"-s" MINUS PIT RUN REQUIRED)
COLLECTION SYSTEM & SHEET 3 OF 3
80 40 0 80 160 240 SEEPAGE BED
62 RIGHT—OF—WAY (WALTMAN LANE
SCALE IN FEET NOT TO SCALE PRE-2
REVISED STREET SECTION
/220721-PRE.DWG
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ROW 47I-0" ROW Q
7'-o" 33'70" 7'-o" p CV
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Q
oI 5'-0" 16'-6" 16'-6" 5'-0" I w Z
LLjo \ I 14'-6" 14'-6" I Q pZ O
\ LL g
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N
SLOPE 2.00% O W p
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02 C J Z
W. WALTMAN LANE — — �P � O
CE 1/16� � 14"-6" MINUS PIT RUN W U p
S.1 3 EP FP FP FP W. WALTMAN LANE CONCRETE 4"-3/4" MINUS STANDARD VERTICAL CONCRETE I�
_ CRUSHED GRAVEL CURB & GUTTER (TYP.)
OP 0� OP OP 0 OP OP EP 2 1/2" ASPHALT
SIDEWALK SIDEWALK W
(TYP.) AS PER PLANS (TYP.)
PAVEMENT 4" - 3/4" MINUS CRUSHED
° 1 ° ° 3 ° 1 GRAVEL (COMPACTION 0
- - - - - - - _ _ — a\ - - - - - - REQUIRED)
IN IR . - - - - N 47' RIGHT—OF—WAY
BLOCK 3 PUMP STATION NOT TO SCALE
cn
1 n 2 3 4 5 6 7 8 n
� N
m
9 \2\ ? p N
ROW 60'-0" ROW H o CD
NOT A P RT I L Z
4
LOCK 10 3'-6" 4'-6" 51'-0" 4'-6" 3'-6" W p
Z I
W W -o w - 10 0� w L1 W— L \ 8'-0" 25'-6" 25'-6" 8'-0" O 00
W BROWN TROUT DR. �� I \ O � _
sb �'S< - - 11- CD
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12 LLJ \ Ld I� a
>ss w 1 2 3 4 5 6 7 8 9 �� v a rn Li
_'__
1 4 �RO 13 -I W� 14"-6" MINUS PIT RUN
1 O J O 4"-3/4" MINUS STANDARD VERTICAL CONCRETE U
p7 CONCRETE CRUSHED GRAVEL CURB & GUTTER (TYP.) SIDEWALK
SIDEWALK 2 1/2" ASPHALT (TYP.)
1 V) AS PER PLANS
BLOCK 4 n a l 2 LL I (TYP.) PAVEMENT 4" - 3/4" MINUS CRUSHED
14 I ►-
5 2 PUBLIC ALLEY r r I GRAVEL COMPACTION
I REQUIRED)
- -1 15 60' RIGHT—OF—WAY w/ is
P o'RO . BLOCK 5 � I NOT TO SCALE U
2 1 2 3 4 5 6 7 8 9 a� n I Q CD
3 a 5 16 C�0 z NN � o
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_c rn 47 ROW 3 nN Y I . I I Row sol-o" Row 0 Y N 00 o a
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4 Q �' � = m I � azo �
m U o W EIDER D , ao I I I s'-o" 8'-0" 8'-0" 5'-o" U o —
O 4 w �- w° w O 18,-0" 18'-01, Y N Q a>
c >ss %.S 18 I L L] w of of ..
N m t 16'-0" 16'-0" CIJ Z m o v
17 5 I I I I z
5 19 I SLOPE 2.00% No
6 2 3 4 5 6 7 8 N I DD
I W
II
1 n 20 + I 14"-6" MINUS PIT RUN
18 6
I I CONCRETE 4"-3/4" MINUS STANDARD VERTICAL CRUSHED4' MINUS GRAVEL CONCRETE
1 d ^ SIDEWALK CRUSHED GRAVEL ASPHALT CURB & GUTTER (TYP.) COMPACTION SIDEWALK 'm w y
BLOCK 6 4 TRO 21 4 I PAVEMENT AS PER PLANS ( z = Z
a (TYP.) REQUIRED) (TYP.) o
o ¢ = �
PIR PIR Z o
] - BLOCK 10 �' 2 Z
w - - - - - - - - - - - - �- 60 RIGHT—OF—WAY w/ DETACHED SIDEWALK - wmz
V. RUDDY DR. L - - - - - - - J NOT TO SCALE zo � J5
v RUDDY DR. o e N t IR �� UTILITY NOTES Z o } z
n ¢ Z o
- n I
59 — — — — 1 w — — — — — — — — — — — — 1. SANITARY SEWER: PROJECT WILL SEWER FROM AN EXISTING z
® CD
r — — — a W — — — — — — >SS >ss SEWER MAIN LOCATED IN W. WALTMAN LANE. THIS PROJECT z
58 N 7� a D I I LIES WITHIN THE TEN MILE SEWER TRUNK SHED. SEWER WILL o w
n 23 - I BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS ROW 54I-0" ROW z Z w
F C ) aw >
r 3 OF THE CITY OF MERIDIAN AND DEQ. w
L - - - - - - - J PIR L — - - - - - 24 5 I I s'-o" 30'-0" 15,-0" i? Z Jm
N = w z o 0
�— w n I 6 2. WATER MAIN: A 12" WATER MAIN IS EXISTING WITHIN W. z
57 25 n 9'-0" 15'-0" 15'-0" 8'-0" 5'-0" 2._0"
kCKwoonsnR. I WALTMAN LANE AND AN 8 WATER MAIN IS LOCATED IN W.
RUDDY DRIVE. THE PROJECT LIES WITHIN PRESSURE ZONE 3.
9 0 a n , y _ THE WATER MAINS AND SERVICE DESIGN WILL CONFORM WITH I I ' o
M 1 1 1 I z THE REQUIREMENTS OF THE CITY OF MERIDIAN AND THE DEQ. SLOPE 2.00% o I
�I � 00
10 26 O o I
v 56 3 2 0 2 0 0 2 0 O w 3. IRRIGATION: PRESSURE IRRIGATION WILL BE PROVIDED TO ;ft � "t a'
OJ 11 r w EACH LOT WITH A NEW PRESSURE IRRIGATION PUMP STATION CO 00 o
3 00 I ° ° 0 ° N Q' 20"-6" MINUS PIT RUN Cn n o
3 3 12 f 3 27 cn U I THAT WILL BE LOCATED ADJACENT TO TEN MILE CREEK. THE O
n 3' WIDE 4"-3/4" MINUS CONCRETE
47 ROW , o o N o w PRESSURE IRRIGATION SYSTEM WILL SERVE ALL PHASES OF GRAVEL SHOULDER CRUSHED GRAVEL W x
0 J_ SIDEWALK o
55 n 4 4 n 4 cn I TANNER CREEK SUBDIVISION AND WILL BE OWNED AN 3" ASPHALT (TYP) v~i ``
13 cn � PAVEMENT
0 0 0 0 ^ 28 IZ I MAINTAINED BY NAMPA-MERIDIAN IRRIGATION DISTRICT. ALL 4" - 3/4" MINUS CRUSHED Q o
5 5 � 5 I 5 w IRRIGATION STRUCTURES, LINES AND DRAIN LINES EXCEPT GRAVEL (COMPACTION O o 00
co 14 �' a H REQUIRED) _p
4 0 a 0 v ° Q rn o 3 M STREET STORM DRAIN LINES SHALL BE RELOCATED OUT OFLi z
6 I� ao 6 a O cYj 6 } Y f fi I THE STREET RIGHT OF WAY. rj4 RIGHT—OF—WAY (CORPORATE DRIVE) 0 oco
54 W m 15 j o 29 o BL CK 10 Icz
O a O o m vi J 4. STORM DRAINAGE: STORM DRAINAGE WILL BE RETAINED NOT TO SCALE O z w o
7 m m 7 0 16 ] 0° I ON-SITE. STORM WATER WILL BE HANDLED VIA MANHOLES 12 C-4
0 0 o n I I y rn
2s 8 8 C o 30 I AND/OR SAND AND GREASE TRAPS AND A SEEPAGE BEDS N c
53 o o N"' 17 8 cn I SYSTEM. THE STORM DRAINAGE SYSTEM WILL BE CONSTRUCTED o 0
n 0 ° IN ACCORDANCE WITH THE CITY OF MERIDIAN AND ADA ROW ROW
9 9 18 9 31 I COUNTY HIGHWAY DISTRICT STANDARDS. so'-o"
3:: o 0 0 0 4 'ROW I I I
25 10 0 10 0 19 } 10 0 I` I 5. UTILITY EASEMENTS: EASEMENTS WILL BE PROVIDED FOR s1'-o"
52 11 11 ° 11 32 I ALL PUBLIC UTILITY OR IRRIGATION FACILITIES LOCATED s'-0" 2s'-s" 25'-5" 5'-0"
20 OUTSIDE OF THE PUBLIC RIGHT-OF-WAY. r?
N I I 21'-0" I 21'-0" z
51 w w -o w 33 �O n I o
SLOPE 2.00% SLOPE 2.00%
>ss W 11 APE DR. >SS 34 I J � � o
21It
I ( o
14"-6" MINUS PIT RUN W W
CONCRETE 4"-3/4" MINUS STANDARD VERTICAL CONCRETE O
49 6 I SIDEWALK CRUSHED GRAVEL CURB & GUTTER (TYP.) SIDEWALK Z
48 47 35 I 2 1/2" ASPHALT AS PER PLANS
46 45 44 43 42 41 40 39 38 37 36 _ J
y t (TYP.) �
———— —————— TYP' LLJ
PAVEMENT 4" - 3/4" MINUS CRUSHED (w (-D
GRAVEL (COMPACTION w Z
I REQUIRED) = Q Q
�_ w =W------- LEGEND W. RUDDY DR.
EQ
's BLOCK 3 - - BOUNDARY LINE > `� z
PIR PI PIR PIR P R PIR 7 c�ii I NOT TO SCALE [�] O
_PIR7 __ I RIGHT-OF-WAY (ROW) ^�j Q �_
CD cn
Ic-i M �
50 50 50 7 ___ -d LOT LINE
-- -- -- -- -- -- -- -- -- -- -- - - o 0 0 SETBACK
Z
__ __ __ __ __ __ __ __ - LOT LINE � w = o
I
3 62' ROW 3 2
PROPOSED WATER LINE 25'-0" 37'-0" w z o
w— WITH FIRE HYDRANT —
18'-0" 8'-0" 10'-0" 1' p
I >ss PROPOSED SANITARY SEWER LINE �
I PIR PROPOSED PRESSURE IRR. LINE I o� VARIES 12.s'-18.s' 1s'-o"
I PROPOSED STREET LIGHT I W w VARIES °'-3' o Z
WS INTERSTATE 84 1
PROPOSED SURFACE FLOW X a CROWN
E IIST N J
SLOPE 2% --
1 PROPOSED CURB AND GUTTER - - SCALE AS SHOWN
PROPOSED CONC. PATHWAY/SIDEWALK
STD. VERTICAL CURB CONCRETE SIDEWALK (TYP.) DWG.DATE 07/05/23
PROPOSED VALLEY GUTTER EXISTING ROAD 4"-3/4" MINUS & GUTTER (TYP.)
SECTION CRUSHED GRAVEL AS PER PLANS GRAVEL (COMPACTION
MINUS CRUSHED PROD. NO. 220721
PROPOSED STORM DRAIN 3" ASPHALT PAVEMENT 20"-s" MINUS PIT RUN REQUIRED)
COLLECTION SYSTEM & SHEET 3 OF 3
80 40 0 80 160 240 SEEPAGE BED
62 RIGHT—OF—WAY (WALTMAN LANE
SCALE IN FEET NOT TO SCALE PRE-2
REVISED STREET SECTION
/220721-PRE.DWG