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WATER KEYNOTES
I r CONTRACTOR TO FIELD VERIFY INSTALLATION & LOCATION J
i O OF EXISTING WATER SERVICE. IF SERVICE DOES EXIST
7 I L — — ABANDON WATER SERVICE PER C.O.M. STANDARDS. r
3 I REMOVE EXISTING BLOWOFF & INSTALL 1-8" x 6"o U =
REDUCER (FLGxMJ) TO EXISTING 8" GATE VALVE (^ W CD
O & CONNECT NEW 6" FIRE LINE. NOTE AFTER THE v
8" GATE VALVE THE 6" FIRE SERVICE LINE IS z
O i • I 6 PRIV GATE T E.ALV O TRACNOR TOALL E VRIFY
CUTHAT RB EXISTING 8" — Q N
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INSTALL 6" 90° BEND WITH THRUST BLOCK. V
EXISTING I I I O MAGA LUG JOINT RESTRAINT MAY BE REQUIRED. Q
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8" WATER MAIN I 3 I 4 POTABLE - NON POTABLE CROSSINGS.
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SEE SHEET C1.0 WATER NOTES 2 AND 3. ui
STA 1 96 FT 4 I O HOT TAP INTO EXISTING 8" WATER MAIN AND 0
F 6' LINE I 3 8"X1" REDUCER. O = U
END OF 1" WATER SERVICE LINE. CAP AND MARK TO w x
F F F_ I O SURFACE FOR FUTURE CONNECTION TO BUILDING. m
I I I I I I I Q° I I I I I I l L-1 =
77 INSTALL 1 6" GATE VALVE AND THRUST BLOCK. W
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EXISTING SEWER SERVICE I I 3I
TO BE ABANDON PER I WATER METER LEGEND
C.O.M STANDARDS 5-9H.
COORDINATE WITH C.O.M. (PER MERIDIAN W-1)
((vim"
INSPECTOR. EXISTING INSTALL t34 FT OF 4" SEWER SERVICE
FIRE HYDRANT TO WITHIN 5 FEET OF THE BUILDING. 4 d 1" SINGLE METER SERVICE.
2 INSTALL t392 FT OF 1" POLY
CALCULATED INVERT 2610.75 FROM WATER METER TO WITHIN 5
`rP FEET OF THE BUILDING AS SHOWN NOTE:
Q I THE CITY OF MERIDIAN REQUIRES THAT ALL WATER METERS
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AND WATERWORKS BRASS BE ANSI/NSF 61 CERTIFIED.w w w w
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Z OF 6 I LINE
SEWER KEYNOTES
1 MIN.-
I MIN.
INSTALL t75 FT OF I I INSTALL CLEAN OUT AT END OF EXISTING 4" SEWER SERVICE.
4" SEWER SERVICE INSTALL t60 FT O CALCULATED INVERT AT 2608.35'. CONTRACTOR TO VERIFY LOCATION
p I AT 2.00% SLOPE. OF 6" FIRE LINE 3 I AND ELEVATION. PRIOR TO COMMENCEMENT OF ANY SITE WORK. Q
— i CONTACT THE ENGINEER OF RECORD IF DISCREPANCIES OCCUR.
5 FOOT EASEMENT ON EACH SIDE OF LOT LINE
AS SHOWN ON THE FINAL PLAT OF GEMTONE
EXISTING I 4 4 I CENTER NO. 2, CALLED OUT WITH FINAL PLAT O INSTALL CLEAN OUT FOR SEWER SERVICE AT THIS LOCATION.
10" SEWER MAIN I I I 10 0' NOTES 1 AND 2. CALCULATED INVERT 2609.85'.
N I I INSTALL t34LF OF 4" SEWER SERVICE AT THIS LOCATION.
CALCULATED N I 4 1 2 I O FOR FUTURE INVERT 2610.75.CONNECTON TO BUILDING.
AND MARK TO SURFACE
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EXISTING I N SEWER CLEAN OUT PER I.S.P.W.C. STANDARD DRAWINGS SD-506A.
� LIGHT POLE — - o - — — — - W
0 EXISTING FIRE HYDRANT INSTALL ±20 FT CONTRACTOR TO FIELD VERIFY INSTALLATION & LOCATION OF
y OF 6" FIRE LINE 5 N EXISTING SEWER SERVICE. IF SERVICE DOES EXIST DEMOLISH
SERVICE BACK TO EXISTING 10" SEWER MAIN. N
1 A ,
EXISTING
EXISTING I 8" WATER MAIN
8" WATER MAIN
EXISTING L8WA
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8" WATER MAIN TER MAIN_ PRESSURE IRRIGATION KEYNOTES
EXISTING M � W W -�� 111 W INSTALL WATER METER. SEE LEGEND THIS SHEET.
E. STATE AVE 1" PIPE FROM WATER MAIN TO METER. FROM BACK
12" SEWER MAIN — — — — — - — — — — — — — — OF METER 1" PIPE TO BUILDING o
SS S SS SS SS �S EXISTING PRESSURE IRRIGATION SERVICE TO BE USED FOR LANDSCAPE
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1 IRRIGATION FOR THIS SITE.
EXISTING
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EXISTING
EXISTING 8" SEWER MAIN Z o N
12" SEWER MAIN 8" SEWER MAIN � w CD
IRRIGATION NOTES � � o
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1. LOCATION OF EXISTING PRESSURE IRRIGATION SERVICE LV oo z o
F0 PROVIDED BY SETTLERS IRRIGATION DISTRICT.
2. EXISTING PRESSURE IRRIGATION PUMP STATION IS 00
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APPROXIMATELY 485 FEET NORTH OF THIS SITE ON THE EAST C7 � Y _
SIDE OF HICKORY STREET. PUMP STATION HAS A CITY OF z �' n Z @j m Y o
MERIDIAN CONNECTION TO DOMESTIC WATER SERVICE. �i o o a u o �
3. AREA TO BE IRRIGATED BY DOMESTIC PRESSURE IRRIGATION IS o a = z
11,145 SQUARE FEET. V �' m z
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NOTE: z � o
ACTUAL FIELD CONDITION DURING TRENCHING MAY REQUIRE ADDITIONAL PAVEMENT
REPAIR BEYOND THE LIMITS SHOWN ON THE PLAN. THE FOLLOWING CONDITIONS ARE < = Q J
LISTED IN SECTION 6000 OF THE ACHD POLICY MANUAL. o v o Li- o
1. ALL ASPHALT MATCH LINES FOR PAVEMENT REPAIR SHALL BE PARALLEL TO THE
CENTERLINE OF THE STREET AND INCLUDE ANY AREA DAMAGED BY THE Sip NA L F
EQUIPMENT DURING TRENCHING OPERATIONS. �5 GISTE NC
2. IF THE CUMULATIVE DAMAGED PAVEMENT AREA EXCEEDS 50% OF THE TOTAL
ROAD SURFACE, CONTRACTOR SHALL REPLACE THE ENTIRE ROADWAY SURFACE. fn
3. CONTRACTOR SHALL REPLACE THE PAVEMENT SURFACE TO ENSURE MATCH LINE
DOES NOT FALL WITHIN THE WHEEL PATH OF A LANE. MATCH LINE SHALL ONLY 9412
FALL IN CENTER OR EDGE OF A TRAVEL LANE.
4. FLOWABLE FILL OR IMPORTED MATERIAL MAY BE REQUIRED IF THE NATIVE 1/5/22
TRENCH MATERIAL IS DEEMED UNSUITABLE BY ACHD INSPECTOR, DOES NOT
ST
MEET COMPACTION STANDARDS OR TIME IS CRITICAL FACTOR. C' q TE of
5. ANY EXCEPTIONS TO THESE RULES SHALL BE PRE-APPROVED IN WRITING BY y90 S. K1M���
DISTRICT STAFF BEFORE CONSTRUCTION BEGINS.
6. ALL ASPHALT REPAIR SHALL BE IN COMPLIANCE WITH THE I.S.P.W.C. STANDARD
DRAWINGS AND THE ACHD SUPPLEMENTAL STANDARDS FOR ASPHALT REPAIR SHEET
PER SD-301, SD-303 AND SD-806.
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