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Permit#: PW1708-027
<br /> Site Address: 3214 BROADWAY
<br /> Owner: BROADWAY APARTMENTS A3214 LLC
<br /> Tenant: [Ten Name]
<br /> App. Date: 8/17/2017
<br /> 18 Proposed Use: `
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<br /> - 94 0 Description: NEW 140 UNIT MULTI FAMILY W/PARKING
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<br /> i 4 1 / • • -,- , - 92.0 Reviewed By: Date: �� /'9 �IoP 550nc.
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<br /> ' �� J SD 90.0 ° 90 0• Office Set Job Site Set Fire/Plan ing Set 8004
<br /> APPROXIMATE LOCATION EXISTING FIRE I; ) ,,,� ---- __ ., ID SD SD SD SD SD SD SD-- EXTERIOR BUILDING WALL 4 if OF 6" EXISTING GRADE •
<br /> HYDRANT PER CITY OF EVERETT ,gyp- -- ' ; ; ;
<br /> 4" WATER
<br /> -J 88.0 • cr2"
<br /> •-- ss.D
<br /> WATER
<br /> S IJI/11•an _ - a - G--*--G G G G G- 86.0 ; v� 33 LF OF6" : •
<br /> - 86,0
<br /> ,� z . l!WJad 32ND STREET ; ; ---- 3 u ��:i
<br /> 113bJ/J Jo A110 - - - - - , o 84.0 84.0• Z
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<br /> SEE FIRE PROTECTION PLANS; STA:14+43.09, 52.12' LT •
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<br /> ►�'� ��)( , I I ~ 3 STA:23+53.75 82.0 FOR CONTINUATION • `1-6" 90' BEND (MJxMJ) 82.0 0 N
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<br /> I SS - ss ,i SS ' SS �' SS SS SSA:14+80.07 DOUBLE CHECK VALVE TO BE LOCATED IN I I I w "
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<br /> 23�;00 / BUILDING, SEE FIRE PROTECTION PLANS ' : 0 10 20
<br /> LI a w/`1 +_ ` '� a ,._ y -.z - I 80.0 80.0 Q
<br /> J - - I - I - - L - tl••• _____ +- ---v-- CONTRACTOR SHALL VERIFY CONNECTION •• -EX. GAS ` - w g
<br /> I Q o POINT WITH FIRE PROTECTION PLANS ; SCALE IN FEET ; J o LL
<br /> I _ __ -I ; ,' 78.0 PRIOR TO INSTALLATION •• 'EX, 'FIBER OPTIC.•CONTRACTOR - 78.0 ` 0 + J z n,,,
<br /> v) ; I I •'? 3 STA:14+43.11, 18.86' LT ; SHALL FIELD VERIFY LOCATION OF -N
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<br /> 76.0 1-12"x6" LIVE TAPPING TEE PER DETAIL 514 SEE WT-03 • •' FIBER.OPTIC•BANK•PRIQR•TO • 76.0 ,,9,
<br /> DOUBLE CHECK VALVE (DCVA), SEE LS-04 FOR DETAIL I / 3 I 1-6" GATE VALVE (FLxMJ) WITH VALVE BOX PER DETAIL 505 • CONSTRUCTION. CONTACT ENGINEER NOTE: CONTRACTOR SHALL FIELD z z
<br /> WITH ANY UTILITY CONFLICTS. VERIFY LOCATION, DEPTH, SIZE, W`°
<br /> COORDINATE LOCATION WITH FIRE PROTECTION PLANS • . . . . .
<br /> ADJUST LID TO MATCH PROPOSED SIDEWALK / 74.0 • •--4-- 74.0 v 8
<br /> �, ; , ' AND TYPE OF EXISTING UTILITIES z
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<br /> -G G G----rG G----*G G u G G G-----G-- --G G PRIOR TO CONSTRUCTION
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<br /> ( 72.0 i 72.0 o
<br /> ' % 9+50 10+00 10+50 1+00 11+50
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<br /> a a . , WATER PROFILE #2
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<br /> a a STA:14+48.47, 64.50 LT �' STA:14+43.11, 18.86' LT
<br /> 4 EXTEND SERVICE TO PROPOSED LANDSCAPE AREA o- ; 1-12"x6" LIVE TAPPING TEE PER DETAIL 514, SEE WT-03 H I I I COPYRIGHT Q soos, ALL UGH RESERVED
<br /> SEE LS-04 FOR IRRIGATION CONTINUATION ; , 1-6" GATE VALVE (FLxMJ) WITH VALVE BOX PER DETAIL 505 0 20 40 '
<br /> a ,` STA:14+46.48, 62.12' LT a �, I _ " 18 3 COORDINATE LOCATION WITH FIRE PROTECTION PLANS gppROVED SCALE IN FEET SUBMITTAL/REVISIONS
<br /> ATION
<br /> 1-4" 90' BEND (MJxMJ) ; �„� �" '�l', „, - - 1 pU:1[C► WORKS DEPARTM• 03DAT ISSUEDESCR
<br /> 4 M �`\ I I : / 08/03/18 ISSUE FOR CONSTRUCTION
<br /> f ( s ,� 3 LF OF 6 I 10+63 �� / V I I
<br /> I I �,_,__a`�� 8 12/20/18 CITY COMMENTS
<br /> ® - , I (SEE ATERPROFku2)-s 'I-., I I I I BY .�.
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<br /> ', , n I i I OA'E g 9 01/09/19 WATER SERVICE REVISION
<br /> p ; AL 40 .` %r - -'s _ M _ _ _ SCALE IN FEET
<br /> ."�-. - . -- I ` II l `.7 /�.'� -+� I " �II� Q"ION. " 4" COMPOUND METER PER �IT°Y OF EVEREtt R vIEwE FOR PE`MIT
<br /> 17LFOF2
<br /> 18 07/18/19 FIRE LINE REVISION
<br /> ref . I @' DETAIL 504, SEE WT-02
<br /> / /// f//////' /i i STA:14+42.30, 62.24° LT ( �, ADJUST LID TO MATCH PROPOSED SIDEWALK WATER GENERAL WATER NOTES. ER SUPPLY PRESSURE:
<br /> SEE PLUMBING PLANS FOR CONTINUATIONO � I � 1" IRRIGATION METER PER
<br /> DETAIL 502, SEE WT-02 1. ALL WATER MAIN DISTRIBUTION PIPING SHALL BE DUCTILE IRON PIPE, CEMENT LINED, SPECIAL PER EVERETT WATER DEPARTMENT HYDRANT TEST: 67 PSI
<br /> SD T - so- 4" DOUBLE CHECK DETECTOR VALVE 3 THICKNESS CLASS 52, UNLESS OTHERWISE SPECIFIED AND SHALL CONFORM TO THE REQUIREMENTS
<br /> SD (DCDA) PER DETAIL 515 SEE WT-02 f ( ADJUST UD TO MATCH PROPOSED SIDEWALK OF ANSI/AWWA C-151/A21.51, AND BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S
<br /> ADJUST LID TO MATCH PROPOSED SIDEWALK / ; , INSTALL SHUT OFF VALVE
<br /> 27 LE1OF 0, M I 18+53 RECOMMENDATIONS. CITY OF EVERETT WATER NOTES:
<br /> ADJUST LOCATION OF ELECTRICAL LINE TO AVOID / , Z A c2 - - - - I 1
<br /> VAULT. COORDINATE WITH UTILITY OWNER / a 1 M H-, I I 2. RUBBER GASKET PIPE JOINTS SHALL BE PUSH-ON JOINT (TYTON) OR MECHANICAL JOINT (M.J.) IN 1, NO CONNECTION TO THE EXISTING MAINS WILL BE ALLOWED EXCEPT BY MEANS OF AN
<br /> 31"LF t)� 4 18.85' LT ACCORDANCE WITH ANSI/AWWA C-111/A21.11. FLANGED JOINTS SHALL CONFORM TO ANSI/AWWA STA:14+25.44, APPROVED BACKFLOW PREVENTION DEVICE PRIOR TO SATISFACTORY FLUSHING, TESTING,
<br /> STA:14+43.09, 52.12° LT ,s I I a (SEE WA11;R f 0FILE #1) 3 I " DISINFECTION, AND RECEIPT OF SATISFACTORY BACTERIOLOGICAL TEST RESULTS.
<br /> 1-2 SERVICE SADDLE PER DETAIL 502, SEE WT-03 C-115/A21.15.
<br /> 1-6" 90' BEND (MJxMJ) / a 1 , ' ; (
<br /> I ----G-�-- G�-- 1-2"- GATE VALVE (FLxMJ) WITH VALVE BOX PER DETAIL 505
<br /> STA:14+39.09, 53.62` LT / , ; 1 , , I 3. BOLT ON MECHANICAL JOINT AND FITTINGS SHALL BE TIGHTENED UNIFORMLY WITH A TORQUE 2. CONNECTIONS TO AND TAPS ON EXISTING MAINS WILL BE MADE BY THE PUBLIC WORKS
<br /> FDC f a1 - ----G--1-- -_.STA:14+23.44, 18.84 LT WRENCH IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS. THE MINIMUM RANGE OF DEPARTMENT AT THE DEVELOPER'S EXPENSE. THE PUBLIC WORKS DEPARTMENT SHALL BE
<br /> U .- ', r 1-12"x4" LIVE TAPPING TEE PER DETAIL 514, SEE WT-03 TORQUE FOR MECHANICAL JOINTS SHALL BE AS FOLLOWS: GIVEN AT LEAST 5 BUSINESS DAYS NOTICE FOR EACH CONNECTION, THE PUBLIC WORKS
<br /> COORDINATE LOCATION WITH FIRE PROTECTION PLANS / I a 1 1-4"
<br /> GATE VALVE (FLxMJ) WITH VALVE BOX PER DETAIL 505 DOLT SIZE-INCHES RANGE OF TORQUE-FT/LBS DEPARTMENT SHALL THEREAFTER DETERMINE THE DATE AND TIME AT WHICH THE
<br /> SEE FIRE PROTECTION PLANS - `� 3I
<br /> <' 5/8 40-60 CONNECTION SHALL BE MADE.
<br /> FOR CONTINUATION I �' `' I I \, 3/4 60-90
<br /> DOUBLE CHECK VALVE TO BE LOCATED IN + ; 1 I t1 3 i 1 70-100 3, ALL WORK AND MATERIALS MUST CONFORM TO CITY OF EVERETT STANDARDS. •
<br /> BUILDING, SEE FIRE PROTECTION PLANS, ', ,� EXISTING ABANDONED WATER I I L_I 1-1/4 90-120 1' "
<br /> CONTRACTOR SHALL VERIFY CONNECTION 4. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE CITY PRIOR TO THE START OF
<br /> , , , / LINE, CONTRACTOR SHALL COINT WITH FIRE PROTECTION PLANS ; a ' RIFY WITH CITY OF EVER TT 3 4 I 4. BOLTS FOR FITTINGS AND JOINTS SHALL BE CAST OR DUCTILE IRON, ZINC OR CHROMIUM PLATED OR CONSTRUCTION. THE CITY OF EVERETT PUBLIC WORKS CONSTRUCTION DIVISION MUST BE �,
<br /> PRIOR TO INSTALLATION ----, STAINLESS STEEL NOTIFIED AT LEAST 24 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
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<br /> 1 I 5. THE MINIMUM COVER IS 36 INCHES TO THE TOP OF PIPE, PIPE COVER NOT TO EXCEED 60 INCHES. 5. THE DEVELOPER OR THE DEVELOPERS AUTHORIZED AGENT SHALL NOTIFY THE PUBUC a
<br /> _ 3 I WORKS DEPARTMENT OF A PERSON WHO CAN BE CONTACTED REGARDING PROBLEMS Z `�')
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<br /> I- 1 1 IDURING CONSTRUCTION ON A 24 HOUR BASIS. �--•
<br /> a� 6. ALL WATER LATERALS TO BE STUBBED WITHIN 5' OF BUILDINGS. SEE THE PLUMBING PLANS FOR
<br /> wf+V I " I CONTINUATION OF WATER LINES INTO EACH BUILDING CV
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<br /> 6. MAINTAIN A MINIMUM OF 10 FEET HORIZONTAL AND 18 INCHES VERTICAL SEPARATION 00 VV ,I ---- ; ; BETWEEN POTABLE AND NON-POTABLE CONVEYANCE SYSTEMS.
<br /> CC/ 7. ALL NEW TAPS AND/OR CONNECTIONS TO EXISTING WATER MAINS SHALL BE SCHEDULED AND DONE11.1
<br /> ' f w �I �, II . I BY THE CITY UTILITIES DEPARTMENT UNLESS SPECIFICALLY APPROVED IN WRITING BY THE CITY 06 2
<br /> nl \ 0 UTILITIES DIRECTOR. ALL COSTS INCURRED SHALL BE BORNE BY THE CONTRACTOR REQUESTING THE 7. ALL CITY OF EVERETT VALVES SHALL BE OPERATED BY PUBLIC WORKS DEPARTMENT
<br /> . I '`U \, ;, I D SERVICE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR THE TAPS WITH THE PERSONNEL ONLY. ALL VALVES, NEW AND EXISTING, SHALL BE ACCESSIBLE AT ALL TIMES. z
<br /> � �� 'I ' ' " I I * CITY UTILITIES DEPARTMENT. A DEPOSIT IS REQUIRED FOR THE WORK TO BE DONE WHICH MUST BE 0
<br /> aI T a `, I I D PAID PRIOR TO ANY WORK BEING SCHEDULED OR DONE BY CITY FORCES. < 12
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<br /> , 'I a , I 3 )> 8. ALL WATER MAINS AND APPURTENANCES SHALL BE HYDROSTATICALLY TESTED AS SPECIFIED IN Z
<br /> I D SECTION 7-09.3(23) OF THE WSDOT/APWA STANDARD SPECIFICATIONS. INFORMATION ON THE "` -
<br /> �) rn OPERATING PRESSURE TO BE USED WHEN DETERMINING THE TEST PRESSURE CAN BE OBTAINED LEGEND a 0- I
<br /> STA:13+65.81, 45.42' LT ' o l I I FROM THE CITY UTILITIES DEPARTMENT. Q Q
<br /> SEE PP-01 FOR VALVE ADJUSTMENT I�� 9. BEFORE BEING PLACED IN SERVICE, ALL NEWLY INSTALLED PIPE SHALL BE FLUSHED AND
<br /> EXISTING PROPOSED
<br /> 3'� DISINFECTED WITH CHLORINE SOLUTION IN ACCORDANCE WITH AWWA STANDARD C651-86 AND CITY 0t.
<br /> W WATER LINE D.I.P. CL 52 I-
<br /> . 9-1 , I I STANDARDS, AND SATISFACTORY COLIFORM BACTERIA TEST REPORTS OBTAINED. w I-
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<br /> I I I C5 i I HYDRANT W
<br /> 1 y 10. UNDERGROUND PIPING SHALL BE HYDROSTATICALLY TESTED AND FLUSHED AS ESTABLISHED IN NFPA yyQ ►_
<br /> 100.0 • 100.0 STANDARD 24 FOR PRIVATE FIRE MAINS. (BELOW-GROUND PIPING MUST BE INSTALLED BY VALVE o coLLJ
<br /> . . ; WASHINGTON STATE PATROL LICENSED UNDERGROUND SPRINKLER LINE CERTIFIED "U" INSTALLERS• .
<br /> ` 98.0 - ' - 98.0 FOR FURTHER INFORMATION, CONTACT THE STATE FIRE MARSHAL'S OFFICE AT 360 596 3900 OR 0 W
<br /> • ' CONTACT THE EVERETT FIRE DEPARTMENT AT 425 257 8124. ALL SUCH TESTS SHALL BE 83 WATER METER a
<br /> ; . . WITNESSED BY A FIRE DEPARTMENT INSPECTOR. CALL 425 257 8124 OR 425 257 8120 TO MAKE -
<br /> 96.0 -EX POWER, CONTRACTOR'SHALL - 96.0 AN APPOINTMENT FOR INSPECTION. CONTRACTORS' MATERIALS AND TEST CERTIFICATES SHALL BE ,
<br /> w • • RELOCATE POWER UNES AS NEEDED, • SUBMITTED TO THE EVERETT FIRE DEPARTMENT PRIOR TO ISSUANCE OF ANY CERTIFICATE OF - - - - - EASEMENT
<br /> g4 0 `. CONTRACTOR SHALL.COORDINATE.WITH ; - 94.0 OCCUPANCY. CALL 425 257 8124 FOR MORE INFORMATION.
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<br /> . . UTILITY OWNER. . -----SD SD- STORM LINE
<br /> 0 92.4 Jff -.
<br /> ISTTAIG GRADE ; -•FINISHED GRADE •
<br /> - 92.0 11. WATER METER AND DOUBLE CHECK VALVE FOR DOMESTIC SERVICE LINE LOCATED IN BUILDING, SEE
<br /> PLUMBING PLANS. -----SS ss- 3: SEWER LINE
<br /> 0 90.0 --- -- ,:%.+- , r -- 90.0 12• , DOUBLE CHECK VALVE FOR FIRE UNE LOCATED IN BUILDING, SEE FIRE PROTECTION PLANS. -----OH OH- OVERHEAD POWER UNE
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<br /> 88.0 --- "' } " -8 LF OF 4" I - 88 0 13. CONTRACTOR SHALL COORDINATE WITH ELECTRICAL UTILITY ON RELOCATION OF EXISTING ELECTRICAL -----P P P- BURIED POWER UNE •�
<br /> W © • UNE AS NECESSARY.
<br /> 86.0 ---- • 1; - 86.0•
<br /> • 14. MEGALUG RESTRAINED JOINTS (OR EQUAL) SHALL BE USED AT ALL WATER UNE FITTINGS, BENDS, -T T T- TELEPHONE LINE 0.-
<br /> TEES, ETC. THE CONTRACTOR SHALL CORRDINATE WITH THE JOINT RESTRAINT MANUFACTURER AND -----G G G- GAS UNE (:
<br /> Lci 84.0 -- •
<br /> Y •
<br /> --1 Z LF'OF'4° - 84.0 SUPPLIER TO DETERMINE NUMBER OF JOINTS REQUIRED TO BE RESTRAINED AT EACH FITTING. W
<br /> a STA:14+23.44, 18.84' LT i--
<br /> 82.0 --- I I I1-12"x4" LIVE TAPPING TEE PER DETAIL 514, SEE WT-03 - 82.0 15. PRIOR TO MOBILIZATION, CONTRACTOR SHALL POTHOLE AND REVIEW INFORMATION ON ALL EXISTING
<br /> a • UTILITIES. CONTRACTOR SHALL REVIEW POTHOLE INFORMATION ON UTILTY DUCT BANK, GAS UNE,
<br /> 80 0 - 1-4" GATE VALVE (FLxMJ) WITH VALVE BOX PER DETAIL 505 80 O POWER UNE AND OTHER UTILITIES AND ESTABUSH DEPTHS (TOP AND BOTTOM) OF UTILITIES IN THE
<br /> El- EX FIBER OPTIC. CONTRACTOR SHALL PROJECT WORK AREA. CONTRACTOR SHALL CONTACT ENGINEER WITH ANY UTILITY CONFLICTS.
<br /> Ii STA:14+42.30, 62.24' LT- FIELD VERIFY LOCATION OF FIBER OPTIC ,
<br /> 78.0 -- ' • • • • • • • • • • • • • 78.0 16. EXISTING TROLLEY TRACKS MAY EXIST IN BROADWAY AVENUE - CONTRACTOR SHALL TAKE CARE TO
<br /> • SEE PLUMBING PLANS FOR CONTINUATION BANK PRIOR TO CONSTRUCTION. CONTACT H I I I AVOID DURING BORING OPERATIONS. DEPTH AND LIMITS OF TROLLEY TRACKS UNKNOWN. CONTRACTOR
<br /> ENGINEER WITH ANY UTILTY CONFLICTS. 0 20 40
<br /> Q 76.0 - .
<br /> - 76.0 SHALL FIELD VERIFY PRIOR TO CONSTRUCTION. I
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<br /> ' STA:14+46.48, 62.12' LT- =4" COMPOUND METER PER • SCALE IN FEET
<br /> W 74.0 ---- •
<br /> 1-4" 90' BEND (MJxMJ) .DETAIL 504;SEE WT'-02 ; NOTE: CONTRACTOR SHALL FIELD , 74.0
<br /> y • ••ADJUST LID TO MATCH PROPOSED SIDEWALK VERIFY LOCATION, DEPTH, SIZE, V I I I c,5 p ]ARV .-
<br /> z • 4" DOUBLE CHECK DEFECTOR VALVE- • • AND TYPE OF EXISTING UTIUTIES T 72 0 0 5 10 Q-0 of WAsy j21S DRAWN BY Z 72.0 - • (bCDA) PER DETAIL 51:5 SEE VIT--OL PRIOR TO CONSTRUCTION CALL BEFORE YOU DIG: �P �2 SAMI ORDONEZ 14 OF 33
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<br /> ADJUST UD TO MATCH PROP ED SIDEWALK SCALE IN FEET ps 70e i a 70.0 f f 70.0 THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR �► •
<br /> r; THE LOCATION AND PROTECTION OF ALL EXISTING SHEET TITLE
<br /> "' 16+50 17+00 17+50 18+00 18+50 19+00 UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY 0 ` 4/
<br /> „,
<br /> LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE �`s RFcjsie0.t. �ti� WT-01
<br /> s W UNDERGROUND LOCATE LINE 811 OR 1-800-424-5555 SONA�'1 E '
<br /> N 0 WATER PROFILE #1 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 07/18/19
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