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<br /> �"� r ' . '` LEGEND UTILITY PLAN NOTES
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<br /> o AREA OF PROPOSED WATER EXISTING PROPOSED
<br /> o 1. ALL FILL MATERIAL IS TO BE IN PLACE,AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES.
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<br /> HYDRANT 2. WATER LINES SHALL BE AS FOLLOWS:
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<br /> "' - - ", 6"AND LARGER, PVC C-900 PER ASTM D 2241 CLASS 150
<br /> a , REDUCER
<br /> . ,.r 4"AND SMALLER PIPING SHALL BE SHEATHED COPPER TUBE TYPE"K"PER
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<br /> TEE ANSI 816.22 OR SCHEDULE 80 PVC,200 P.S.I., PER ASTM D1784 AND D2241.
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<br /> SO OS SANITARY SEWER MANHOLE 3. MINIMUM TRENCH WIDTH SHALL BE 2 FEET.
<br /> Y 41164 r������///// 0 0 SANITARY CLEANOUT
<br /> o �� 4. ALL WATER JOINTS ARE TO BE MECHANICAL JOINTS WITH RESTRAINTS SUCH AS THRUST BLOCKING,WITH
<br /> WATERMAIN STAINLESS STEEL OR COBALT BLUE BOLTS,OR AS INDICATED IN THE CITY SPECIFICATIONS AND PROJECT
<br /> ` t ► DOCUMENTS.
<br /> SANITARY SEWER
<br /> ' -s •�- > STORM SEWER 5. ALL UTILITIES SHOULD BE KEPT TEN(10')APART(PARALLEL)OR WHEN CROSSING 18"VERTICAL CLEARANCE
<br /> o i (OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE OR STRUCTURE).
<br /> _ -_ , j s STORM SEWER
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<br /> ELC ELC UNDERGROUND ELECTRIC 6. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 30"COVER ON ALL WATERLINES.
<br /> +` COM COM TELEPHONE 7. LINES UNDERGROUND SHALL BE INSTALLED,INSPECTED AND APPROVED BEFORE BACKFILLING.
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<br /> CI) GAS GAS GAS MAIN
<br /> Li - z ' t 8. ALL CONCRETE FOR ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 P.S.I.
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<br /> E 9. EXISTING UTILITIES SHALL BE VERIFIED IN FIELD PRIOR TO INSTALLATION OF ANY NEW LINES.
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<br /> -rei.5 10. REFER TO INTERIOR PLUMBING DRAWINGS FOR TIE-IN OF ALL UTILITIES.
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<br /> t 405 SE EVERETT MALL WAYI R * 11. CONTRACTOR IS RESPONSIBLE FOR COMPLYING TO THE SPECIFICATIONS OF THE CITY OF EVERETT AND/OR
<br /> —'' ' i" STATE OF WA WITH REGARDS TO MATERIALS AND INSTALLATION OF THE WATER AND SEWER LINES.
<br /> Co f ' ' EVERETT, WA 98208
<br /> oo F fr: 12. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING
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<br /> r ,_ ` ii UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES,AND
<br /> - , I R a WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD.THE INFORMATION IS NOT TO BE RELIED ON AS BEING
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<br /> EXACT OR COMPLETE.THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72
<br /> HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES.IT SHALL BE THE (j "'
<br /> Y, i`. ' �- RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE O z z
<br /> _ - - `•" ' t + i ;I. PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2
<br /> c ip 1 •';o - _ `, ' `�~ ,* NORTH 13. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY INSPECTIONS AND/OR CERTIFICATIONS REQUIRED BY Q Q
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<br /> j• j, ' CODES AND/OR UTILITY SERVICE COMPANIES. 0 N. Oces U
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<br /> Co W 14. CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR INSTALLATION REQUIREMENTS AND ^ Q o �n Et
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<br /> c .•f 1_ ,-- j +'icti, m =•+is -- SPECIFICATIONS. ^ a o i
<br /> o _ _ . , !� - ,_ a GRAPHIC SCALE IN FEET z ,,
<br /> Iv.. ' a y� \ 0 35 70 140 15. ALL ONSITE WATERMAINS SHALL BE PRIVATELY OWNED AND MAINTAINED. >4 z
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<br /> . .4,.+ - 16. ALL WATERMAIN STUBOUTS SHALL BE MECHANICALLY RESTRAINED WITH REACTION BLOCKING. Oz w zz 2•
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<br /> SCALE 1"=70' N S
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<br /> O FILL VOID IN VAULT STRUCTURE PUNCH DRAINAGE HOLE IN
<br /> EXISTING 2.5" WITH SAWDUST TO COVER PIPE BOTTOM OF CONCRETE
<br /> EXISTING
<br /> VAU T TO REMAINIDOMESTIC WATER I AND LEVEL WITH TOP OF METER VAULT.FILL VAULT WITH
<br /> c TO REMAIN ( TO AVOID FREEZING GRAVEL OR SAND TO GRADE
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<br /> o S I_I I_I ) 4011 _ S I_I I_I S
<br /> c / 1 REMOVE EXISTING I / I I
<br /> DIAMOND TREAD /
<br /> N I REMOVE EXISTING M EXISTING PIPING AND I '+ ' I M1
<br /> STEEL DOORS.
<br /> Q DOMESTIC WATER CONCRETE VAULT INSTALL NEW _
<br /> 2 I I/ BACKFLOW Ss STRUCTURE TO
<br /> SECTION OF U_
<br /> ct PIPE ANDI
<br /> - I PREVENTER.
<br /> REMAINING PIPE FOR STRUCTURE WITH REMAIN. VOID AsH SAWDUST RECONNECT
<br /> -O REMOVE EXISTING RECONNECTION TO COVER PIPE AND LEVEL TO EXISTING
<br /> DOMESTIC WATER REMOVE EXISTING DIAMOND I I PUNCH DRAINAGE HOLE IN BOTTOM /
<br /> cc6 WITH TOP OF METER TO 8"FIRE
<br /> BACKFLOW PREVENTER. TREAD STEEL DOORS.EXISTING OF CONCRETE VAULT.FILL VAULT
<br /> O EXISTING 2.5" AVOID FREEZING;SEE PROTECTION
<br /> PREPARE REMAINING PIPE PIPING AND CONCRETE VAULT 8"FIRE ENLARGEMENT-THIS SHEET WITH GRAVEL OR SAND TO GRADE; 2.5"DOMESTIC
<br /> N FOR RECONNECTION;SEE DOMESTIC WATER STRUCTURE TO REMAIN;SEE 2.5"DOMESTIC LL SEE ENLARGEMENT-THIS SHEET WATER SUPPLY LL SUPPLY WATER
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<br /> TO REMAIN WATER SUPPLY PROTECTION I J,
<br /> = ENLARGEMENT-THIS ENLARGEMENT-THIS SHEET I J\
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<br /> SHEET SUPPLY WATER
<br /> DOMESTIC WATER TO % — — — DOMESTIC WATER TO
<br /> / TARGET WATER ROOM FIRE PROTECTION �� I TARGET WATER ROOM FIRE PROTECTION
<br /> SUPPLY TO TARGET ++ ISUPPLY TO TARGET
<br /> CO 8" WATERMAIN / WATER ROOM 8 WATERMAIN / WATER ROOM
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<br /> / ENLARGED EXTERIOR WATER VAULT / ENLARGED EXTERIOR WATER VAULT NEW
<br /> Q — �� I / I DEMOLITION DETAIL I I I I / I CONSTRUCTION
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<br /> Lc) EXISTING CONCRETE ta' I INSTALL NEW
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<br /> L VAULT TO REMAIN / SECTION OFI. _ _ _ _ _ _ _ _ _ _ _ .1
<br /> , _0 I / PIPE AND
<br /> "- I RECONNECT TO
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<br /> NOTE: CONTRACTOR TO FIELD VERIFY EXACT EXISTING;SEE I - — k NOTE: CONTRACTOR TO FIELD VERIFY EXACT
<br /> _ I ENLARGEMENT-
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<br /> I _ I LOCATION OF EXISTING WATER MAINS. THIS SHEET I I LOCATION OF EXISTING WATER MAINS.
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<br /> TARGET STORE T0337 TARGET STORE T0337 Q V 0 i_
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<br /> 0 EXISTING CONDITIONS AND REMOVALS WATER SERVICE IMPROVEMENTS W SHEET NUMBER
<br /> u) SCALE 1"=10' SCALE 1"=10' �'+ ■0
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