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CONTRACTOR IS TO COORDINATE ALL SITE UTILITIES WITH PLUMBING DRAWINGS. W o C
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EXISTING FIRE HYDRANT TO REMAIN fd
N I i PROVIDED:2,571S.F. m ALL NEW WATER CONSTRUCTION TO BE DONE IN ACCORDANCE WITH LOCAL GOVERNING MUNICIPALITY = N O O
III i I I I STANDARDS&SPECIFICATIONS. j (D V
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N i I i i O ALL NEW SANITARY SEWER CONSTRUCTION TO BE DONE IN ACCORDANCE WITH LOCAL GOVERNING a; •�
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MUNICIPALITY STANDARDS&SPECIFICATIONS. to
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LOT: 3 I - CONTRACTOR SHALL FIELD VERIFY LOCATIONS AND INVERT ELEVATIONS OF EXISTING MANHOLES AND E cd
1.143 ACRES i I OTHER UTILITIES BEFORE STAKING OR CONSTRUCTING ANY SEWER LINES. Z 0
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E ' RB TTER �� O CU &GU i C
49811 SQFT I --
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I I m I I FOUR FEET F COVER I REQUIRED OVER ALL SEWER LINES.I OU 0 CO S QU 0 S
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III N I I I i i i MAINTAIN A MINIMUM OF 48 INCHES OF COVER ON ALL WATER LINES. W N
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CONTRACTOR IS TO COORDINATE LOCATION AND DESIGN OF NEW COMMUNICATION/DATA FACILITIES TO �>
III I I I I I BUILDING WITH UTILITY PROVIDER. A, o V
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III I III � I I � � CONTRACTOR IS TO COORDINATE LOCATION AND DESIGN OF NEW NATURAL GAS FACILITIES TO BUILDING �
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WITH DOMINION ENERGY AND MECHANICAL PLANS. 00
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III s II g d LOCATION OF ALL UNDERGROUND UTILITIES SHOWN ARE APPROXIMATE LOCATIONS.CONTRACTOR IS TO
III I CO I I d VERIFY CONNECTION POINTS WITH EXISTING UTILITIES.CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE
14 I I I
III I CAUSED TO EXISTING UTILITIES AND UTILITY STRUCTURE THAT ARE TO REMAIN.
30'WIDE SEWER& NA L
III I I EXISTING FIRE HYDRANT TO REMAIN UTILITY PROVIDERS: �c�\0
WATER MAIN EASEMENT, _ WATER:MERIDIAN WATER ��, '\b I
III f I PER INGLEWOOD PLACE I a.a SEWER:MERIDIAN SEWER
III I I NO.1 13 / _
' _____ I � NATURAL GAS:DOMINION ENERGY 0-
SUBDIVISION
III N I i I ELECTRICAL POWER:POWER PROVIDER
TELEPHONE:CENTURY LINK
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W W W LT HILLS LANE —W --------; KEYED NOTES: \ ��••
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S S _-_-_-_-iI I PROVIDE,INSTALL AND/OR CONSTRUCT THE FOLLOWING PER THE SPECIFICATIONS GIVEN OR
I _ I (PRIVATE) S S REFERENCED AND THE DETAILS NOTED AND AS SHOWN ON THE CONSTRUCTION DRAWINGS
12
p ' _ __ - II J , 1O NEW 1-1/2"WATER METER PER MERIDIAN CITY STANDARDS AND SPECIFICATIONS.CONNECT TO
O I N --------- ----- ---- o —° ""' ° FIRE HYDRANT LATERAL WITH 2"CTS POLY PIPE AND ROUTE TO NEW METER LOCATION.REDUCE TO
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�I , �' (I=------T------=I) iI I Qa 1-1/2"CTS POLY AT METER BOX AND UPSIZE BACK TO 2"CTS POLY PIPE AFTER METER TO THE
J_ III LOT 1 BLO 1
U I --- I ----------------------------------------� o II _ BUILDING.SEE PLUMBING PLANS FOR CONTINUATION IN THE BUILDING.MIN.48"COVER OVER TOP
m � > ------ ------ -------- I INGL OD DIVISION ° OF PIPE.
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-------- -------- --------il I I : �e_ O SANITARY SEWER SAMPLING MANHOLE,PER MERIDIAN CITY SEWER STANDARDS.
CURB& III (' 'I N I I n I Lf7 RIM:2989.69 IE IN:2684.89 IE OUT:2684.64 LLl
________L________
GUTTER LQ o I O I I I 1 i__ ii I ,LLJ O 800 GALLON GREASE INTERCEPTOR,PER PER MERIDIAN CITY SEWER STANDARDS
0 z I I I I I I O `' W RIM:2689.87 E RIM:2689.81 IE IN:2685.28 IE OUT:2684.95 W
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- LOT: 2 0 4 O CONTRACTOR TO FIELD VERIFY LOCATION,ELEVATION,AND SIZE OF STUBBED SEWER LATERAL Z
o _----__ L=====_ I N PRIOR TO CONSTRUCTION AND CONNECT ONTO EXISTING LATERAL PER MERIDIAN SEWER
III I z I I I I
w I a I I BUILD NG I 30.933 ACRES n ii I I°O STANDARDS AND SPECIFICATIONS.IF SEWER LATERAL IS NOT DEEPER THAN 2683.80',CONTRACTOR Z Q
CO I I 39337 SQFT � I ° ° o 0
i N I Q i 4,550S.F. i s _______ ________ __-_-_-_III 'O TO CONTACT ENGINEER OF RECORD FOR ALTERNATIVE SEWER DESIGN.
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O I I I 1 I O5 GREASE WASTE ONLY 6"PVC SDR-35 SANITARY SEWER LATERAL AT 2%MINIMUM SLOPE,INCLUDING
N o I I I I I I III � ` ALL FITTINGS.CLEANOUTS AT 100-FOOT MAXIMUM SPACING.SEE APWA PLANS NO.381&382 FOR O N
iO ii TRENCHING.SEE APWA PLAN NO.431 FOR CLEANOUTS. Q a
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I I I I I 6 6"PVC SDR-35 SANITARY SEWER LATERAL,INCLUDING ALL FITTINGS AT 2%MINIMUM SLOPE M �
10 -------1-------- Z -------ii i CLEANOUTS AT 100-FOOT MAXIMUM SPACING.TRENCHING AND BACKFILL PER MERIDIAN STDS. >- 00 z
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--------1-------- --------il °' O SANITARY SEWER CLEANOUT,PER APWA PLAN N0.431. W
\ LOT 2 OPEN SPACE: I J II
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O8 LIGHT POLE.SEE ELECTRICAL PLANS FOR DETAILS. _ �
\ RED.=1,966 S.F. — '^ II
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PROVIDED:1,9865.f. I ======1 to e
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W > ii I Og APPROXIMATE LOCATION OF NEW NATURAL GAS FACILITIES.CONTRACTOR TO COORDINATE SIZE,
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d III I � � DESIGN AND INSTALLATION BY DOMINION ENERGY WITH OTHER CONSTRUCTION. V Q
IF 1 V ---- I 10 CONTRACTOR TO FIELD VERIFY POTENTIAL CASINGS UNDER CANAL AND REPORT TO ENGINEER OF z
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RECORD.CAP CASINGS NOT IN USE.
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\ n I d 11 CONTRACTOR TO FIELD VERIFY EXISTING VERTICAL 4"WHITE PVC PIPES AND REMOVE ANY Q u
I / ° I UNDERGROUND UTILITY UNDER THE PROPOSED BUILDING FOOTPRINT. ,WA
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li d -------ii I I 12 FIRE HYDRANT COMPLETE ASSEMBLY PER MERIDIAN CITY STANDARDS AND SPECIFICATIONS. u-
d CONNECT ONTO EXISTING 12"MAIN.
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d STUB AND CAP 2"WATER SERVICE LINE TO FUTURE PAD.CONNECT NEW TAPS ONTO EXISTING 121, O \
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J i i 10 \ II d WATER MAIN PER MERIDIAN CITY STANDARDS AND SPECIFICATIONS.MARK END OF STUBBED r-I
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III I I � it WATER WITH A 2X4 PAINTED BLUE.
10
d \\ __ _---_�I I I _- 14 STUB AND CAP 6"PVC SDR35 SEWER LATERAL TO FUTURE PAD PER MERIDIAN CITY STANDARDS
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AND SPECIFICATIONS.PIPE MINIMUM SLOPE 2/°.MARK END OF STUBBED SEWER LINE WITH A 2X4
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FFE=2691.00' \ II
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Ito i i 2,365 SQ.FT. -------iI i\ I /
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III � I 11 I EXISTING FIRE HYDRANT TO REMAIN Q V
III I 6 @ CO=2687.00 7 TRANSFO MER
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---i I 9 0.830 ACRES 6 7 J
36146SQFT S P « I SHERGAR LANE Z
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LOT PROVIDED:
SPACE: O
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GUTTER �, � - _------ 7 - - - - - - - - - - -- - - -=- --��----J OF BEGINNING \ �- - - - - - - - - w
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N T SIDEWALK �'SIDEWALK EDGE OF
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W W W W _W N W mow— — — W — — — — W — — — — W — — — — W — — PROJECT NO: 21070
— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — ------------ --------------------------------------------------- — — --- — — — — — — — —
BASIS OF BEARING.S 89°3601"E 2657.24 S DRAWN BY: CCW
o� S Sd --� Sd Sd Sd Sd Sd Sd SOUTH QUARTER CORNER OF SECTION 21, f1
o S S S S S S S E VICTORY RD S S S S S S S S S TOWNSHIP 3 NORTH,RANGE 1 EAST, 29
a BOISE MERIDIAN.(PER CPF&R ENT.970093907) CHECKED BY: RJP
ca CURB& (96.0'WIDE PAVED PUBLIC ROAD) DATE: 09-23-21
GUTTER CURB&
GUTTER CURB&
_ p - -- --- - _ -� GUTTER
j SOUTHWEST CORNER OF SECTION 21, / ��____________ __ _ _
o D I LIN
TOWNSHIP 3 NORTH,RANGE 1 EAST, i/ i�/�
o BOISE MERIDIAN.(FOUND ROUND TOP /� 0 PUBLIC
C�Be�a� 7"0� UTILITY
BRASS SET IN 2010,PER CPF&R ENTA 11000681
BENCHMARK ELEV.2695.47'(NAVD88)
NOTICE, CALL 811 BEFORE YOU DIG! PLAN
I �I THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION,
III PROTECTION,AND RESTORATION OF ALL BURIED OR ABOVE
GROUND UTILITIES,SHOWN OR NOT SHOWN ON THE PLANS. C4e0l