HomeMy WebLinkAboutPublic Utility Plan Updated ROW 47I-0" ROW Q
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EP FP �P CONCRETE 4"-3/4" MINUS STANDARD VERTICAL CONCRETE 7
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OP 2 1/2" ASPHALT AS PER PLANS
1 3 -I 1 - - - - - - (TYP.) PAVEMENT
4" - 3/4" MINUS CRUSHED
GRAVEL (COMPACTION 0
- - - - - - - - _ - \ REQUIRED)
IR \ \ /V. 47' RIGHT—OF—WAY
BLOCK 3 \ \ PUMP STATION NOT TO SCALE
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18 6 20 I 14"-6" MINUS PIT RUN
CONCRETE 4"-3/4" MINUS STANDARD VERTICAL CRUSHED 3/4" MINUS
CONCRETE
1 n CRUSHED 1/2" ASPHALT CURB & GUTTER (TYP.) r w _
� cn SIDEWALK COMPACTION SIDEWALK m o Q w J
BLOCK 6 4 'RO 21 4 I PAVEMENT AS PER PLANS ( Z = Z
a I (TYP.) REQUIRED) (T�•)
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w - - - - - - - - - - - o I 60' RIGHT—OF—WAY wf DETACHED SIDEWALKmN � �
V. RUDDY OR. o o ° w
S's RUDDY DR. o N J IR 0 I UTILITY NOTES NOT TO SCALE
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— — — — — — — — — — — — — — 1. SANITARY SEWER: PROJECT WILL SEWER FROM AN EXISTING
- 1 — — — — — — >ss >ss13 I SEWER MAIN LOCATED IN W. WALTMAN LANE. THIS PROJECT w Z
a w � ID
58 N >� a I I I LIES WITHIN THE TEN MILE SEWER TRUNK SHED. SEWER WILL I o Z o
n I I BE CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS ROW 54'-0" ROW o w G
° L — — — — — — — J PIR - - - - I OF THE CITY OF MERIDIAN AND DEQ. v� o z m w
C - — — — — —
24 5 N I I I 9'-0" 30'-0" 15,-0" z m o
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o— w 6 2. WATER MAIN: A 12" WATER MAIN IS EXISTING WITHIN W. 1s'-o" 15'-0" oc Z
2 57S< 25 ^ I I I WALTMAN LANE AND AN 8 WATER MAIN IS LOCATED IN W.
_ I RUDDY DRIVE. THE PROJECT LIES WITHIN PRESSURE ZONE 3.
g a ° y I I p THE WATER MAINS AND SERVICE DESIGN WILL CONFORM WITH I I I o
co 1 1 ° 1 I I I z THE REQUIREMENTS OF THE CITY OF MERIDIAN AND THE DEQ. SLOPE 2.00% o 0
56 0 0 100 0 26 3 I I Y I I w C4
c� 2 2 2 r w 3. IRRIGATION: PRESSURE IRRIGATION WILL BE PROVIDED TO
11 1 I I w EACH LOT, WITH A NEW PRESSURE IRRIGATION PUMP STATION C°o
1 0 0 —0-- 0 N Of 20"-6" MINUS PIT RUN (n M o
3 3 12 } 3 27 I I U I THAT WILL BE LOCATED ADJACENT TO TEN MILE CREEK. THE 3' WIDE 4"-3/4" MINUS O 00
0 0 0 w PRESSURE IRRIGATION SYSTEM WILL SERVE ALL PHASES OF GRAVEL SHOULDER CRUSHED GRAVEL CONCRETE x
7 ROW ° N 0 I I J SIDEWALK W F- v
55 N 4 4 N 4 ° � I TANNER CREEK SUBDIVISION AND WILL BE OWNED AN 3" ASPHALT � � O �
n n 13 cn I I � PAVEMENT (TYP.) (n =
0 0 0 o n 2g Iz MAINTAINED BY NAMPA-MERIDIAN IRRIGATION DISTRICT. ALL 4" - 3/4" MINUS CRUSHED Q o
00
5 5 5 y w I IRRIGATION STRUCTURES, LINES AND DRAIN LINES EXCEPT GRAVEL (COMPACTION 00
o 0 co 14 6, o a STREET STORM DRAIN LINES SHALL BE RELOCATED OUT OF REQUIRED) Q o
¢ 54 6 Y Y 6 o ° Y } 29 THE STREET RIGHT OF WAY. ' a 00
Y 15 m o6 BLO K10 5 I 54 RIGHT—OF—WAY (CORPORATE DRIVE) ca
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7 p a 0 7 m 0 a m 7 vi m I 4. STORM DRAINAGE: STORM DRAINAGE WILL BE RETAINED NOT TO SCALE z w o
a 0 00 m 0 $ 16 0 ^ 16 I ON-SITE. STORM WATER WILL BE HANDLED VIA MANHOLES v
o 0 30 I AND/OR SAND AND GREASE TRAPS AND A SEEPAGE BEDS N
Lh 53 N $ 0 8 0 �"' 17 8 0 N I O SYSTEM. THE STORM DRAINAGE SYSTEM WILL BE CONSTRUCTED
9 9 0 9 n I ��- IN ACCORDANCE WITH THE CITY OF MERIDIAN AND ADA ROW I ROW
o 0 18 0 4 'ROW 31 3 I I I COUNTY HIGHWAY DISTRICT STANDARDS.
so'-o^
10 10 19 10
} ° I I 5. UTILITY EASEMENTS: EASEMENTS WILL BE PROVIDED FOR
s1 -o
15 52 11 0 11 0 0 11 0 32 I I ALL PUBLIC UTILITY OR IRRIGATION FACILITIES LOCATED 5' o.. 25'-5" 25'-5" s'-o"
20 OUTSIDE OF THE PUBLIC RIGHT-OF-WAY. r?
� N I 14' MULTI-USE 21'-0" 21'-0"
51 W w -o w 33
n I PATHWAY I z
' I II SLOPE 2.00% SLOPE 2.00% w O
>ss W JAC APE DR. >SS 34 I � � m =
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14" 6" MINUS PIT RUN W 4 O w
I CONCRETE 4"-3/4" MINUS STANDARD VERTICAL CONCRETE O \�
49 6 SIDEWALK CRUSHED GRAVEL CURB & GUTTER (TYP.) SIDEWALK z
48 47 35 I 2 1/2" ASPHALT AS PER PLANS (TYP.) �
46 45 44 43 42 41 40 39 38 37 36 J I (TYP.) Ld
_-__-- PAVEMENT 4" - 3/4" MINUS CRUSHED Cn CCD �
L--- GRAVEL (COMPACTION
---W------ W __-__-- I I I LEGEND REQUIRED) = Q Q
of
L-------------- --- I I W. RUDDY DR.
BLOCK 3 — — BOUNDARY LINE
PIR PI PIR PIR P R PIR 7 I ciil I NOT TO SCALE [i] �
50 7 _ I I —- I RIGHT-OF-WAY (ROW) ^� Q =
w
50 50 7 -- __ I I LOT LINE z z '� �
__ __ -- —0—0— LOT LINE 0 SETBACK w CIO
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-- -- -- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- I -
3 62' ROW 3 =
------ PROPOSED WATER LINE
W WITH FIRE HYDRANT 25'-0" 37'-0" W z o c)
18'-0" 8'-0" 10'-0" 1' p
I >ss PROPOSED SANITARY SEWER LINE w
I w VARIES 12.5'-18.5' 16'-0" I U PIR PROPOSED PRESSURE IRR. LINE
PROPOSED STREET LIGHT
WB INTERSTATE 84 I � I w Ld
� VARIES o'-3' �Z I �
1 PROPOSED SURFACE FLOW w a CROWN PAVEMENT J
SLOPE 2%
rr-
1 PROPOSED CURB AND GUTTER — — SCALE AS SHOWN
° °� ° �I 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.)
I
SECTION CRUSHED GRAVEL AS PER PLANS 4" - 3/4" MINUS CRUSHED PROJ. N0. 220721
PROPOSED STORM DRAIN GRAVEL (COMPACTION
3" ASPHALT PAVEMENT 20"-6" MINUS PIT RUN REQUIRED)
E — — — — ��, COLLECTION SYSTEM & SHEET 3 OF 3
80 40 0 80 160 240 SEEPAGE BED
62 RIGHT—OF—WAY (WALTMAN LANEa
SCALE IN FEET NOT TO SCALE PRE-2
REVISED STREET SECTION
/220721-PRE.DWG