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Permit#: PW1805-015
<br /> Site Address: 8417 EVERGREEN WAY
<br /> ! Owner: CFT NV DEVELOPMENTS LLC
<br /> Tenant: PANDA EXPRESS
<br /> App. Date: 5/8/2018
<br /> Proposed Use: MIXED USE
<br /> Description: SITE WORK FOR CONST OFA NEW
<br /> COMMERCIAL MULTI USE BUILDING
<br /> GRADING
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<br /> Reviewed By: Date:
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<br /> PROJECT. APPROVAL I T; PRS
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<br /> GENERAL NOTES 79TH PL SE CONSTRUCTION NOTES "
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<br /> 1. PROVIDE ADEQUATE COVER FOR THE PROTECTION OF ALL PROPOSED AND EXISTING UTILITIES DURING THE CONSTRUCTION OF c�� co Z
<br /> THIS PROJECT. Q�' -� c_ # ITEM QUANTITY o z
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<br /> 2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE ALL NECESSARY UTILITY RELOCATIONS WITH THE SAWCUT EXISTING SIDEWALK AND ASPHALT PAVEMENT(1 FOOT FROM EDGE OF EXISTING GUTTER)AT
<br /> APPROPRIATE UTILITY COMPANY AS REQUIRED. Q<v/ ci O PROPERTY LINE PROD AND REMOVE EXISTING SIDEWALK AND TWO DRIVEWAY APRONS, FOLLOW 1,082± SF 2 Z o
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<br /> 3. THE CIVIL ENGINEER ASSUMES NO RESPONSIBILITY BEYOND THE ADEQUACY OF HIS DESIGN CONTAINED HEREIN. � a J DC
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<br /> 4, ¢O 02 CONCRETE DRIVEWAY RAMP TYPE - 3 PER CITY STANDARD DWG. 317 292.5±SF 2 W
<br /> 4. PROVIDE PROPER SHORING IN ALL TRENCHES DEEPER THAN FIVE (5) FEET AND COMPLY WITH ALL OSHA REQUIREMENTS. / O LU z U Z o
<br /> C,PS\� > O3 CONCRETE SIDEWALK PER CITY STANDARD DWG. 312 1,085± LF Z °C Ltn
<br /> 5. ALL UNPROTECTED ELECTRICAL TRENCHES SHALL BE CAPPED WITH 6" OF CONCRETE. BOEING FWY 5 _
<br /> 6. THE CONTRACTOR SHALL TAKE EFFECTIVE ACTION TO PREVENT THE FORMATION OF AN AIRBORNE DUST NUISANCE AND SHALL BE SH 526 • w O4 18"X 18" CATCH BASIN PER DETAIL HEREON 4 EACH ZQ
<br /> RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS FAILURE TO DO SO. > CI = N C
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<br /> 0 6" PERFORATED HDPE DRAINAGE PIPE 28± LF G F,
<br /> 7. ALL RETURN RADII AND CURB DATA DENOTED ON PLANS ARE TO THE FACE OF CURB. . cWi) c CC 0 o Y
<br /> • BOEING 6 CONSTRUCT 6" PORTLAND CEMENT CONCRETE PAVEMENT OVER 4" CRUSHED AGGREGATE BASE 7,305± SF w O - W L- v
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<br /> 8. MATCH EXISTING STREETS, SURROUNDING LANDSCAPE AND OTHER IMPROVEMENTS WITH A SMOOTH TRANSITION IN PAVING, WY = o � _ < �
<br /> CURBS, GUTTERS, SIDEWALKS, GRADING, ETC. AND TO AVOID ANY ABRUPT OR APPARENT CHANGES IN GRADES OR CROSS SLOPES, CASINO RD CASINO RD 84TH ST SE P.C.C.O7 CURB PER DETAIL HEREON 1,364.6± LF X rz Vf :th:
<br /> LOW SPOTS OF HAZARDOUS CONDITIONS. w < LA OQ' DETECTABLE WARNING PATTERN AREA SHALL BE YELLOW IN COMPLIANCE WITH WSDOT/APWA W w 2 9. GRADE TO DRAIN IN ALL LOCATIONS. `Z`O\,\y 6*� 8 STANDARD SPEC SECTION 8-14.3(3). 30± SF a V CLg10. ALL UNDERGROUND FACILITIES SHALL BE INSTALLED PRIOR TO THE CONSTRUCTION OF CURBS, FINAL PREPARATION OF PROJECT -L ~L9 CONSTRUCT 3"A.C. PAVEMENT OVER 4" CRUSHED AGGREGATE BASE 10,076± SF :SUBGRADE, AND PLACEMENT OF BASE MATERIAL. r •LOCATION N� u) o .; 0Ow.
<br /> 11. IMMEDIATELY NOTIFY THE THE CIVIL ENGINEER UPON DISCOVERY OF ANY FIELD CONFLICT. w -� 10 CONSTRUCT 4"A.C. PAVEMENT OVER 6" CRUSHED AGGREGATE BASE 7,050± SF I �_ um
<br /> 12. ANY DEVIATIONS OR CHANGES IN THESE PLANS WITHOUT OFFICIAL APPROVAL OF THE CIVIL ENGINEER SHALL ABSOLVE THE CIVIL = m m 11 CONSTRUCT CONCRETE BLOCK WALL PER SEPARATE PLAN AND PERMIT 425± LF 454
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<br /> ENGINEER OF ANY AND ALL RESPONSIBILITIES OF SAID DEVIATION OR CHANGE. I-• L1.1J �3 �n
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<br /> N m cn m 12 INSTALL 1" HDPE PIPE ORIFICE FOR 6" PIPE 1 EACH Q 1 .:. Q N
<br /> 13. CUT AND FILL SLOPES SHALL NOT EXCEED 4-FEET HORIZONTAL TO 1-FOOT VERTICAL (4:1) SLOPES, UNLESS STATED OTHERWISE. ) = ■m Z N M
<br /> 14. SAFE CONSTRUCTION EXCAVATION SLOPES AND SHORING ARE THE RESPONSIBILITY OF THE CONTRACTOR AND MUST COMPLY 13 INSTALL HDPE SCH. 40 DISCHARGE TO EXISTING STORM DRAIN BASIN, SIZE PER PLAN 34.8± LF -p ' Q Q 34
<br /> WITH ALL CALIFORNIA, OSHA, AND OTHER APPLICABLE SAFETY REGULATIONS. -`Z` '0Q' ��, Z V
<br /> �-� 14 INSTALL NDS EZflow SUBDRAIN WITH 4" DIA. SLOTTED PIPE, EZ-1001F OR EQUIVALENT (nds@ndspro.com) 330.5±LF - Qcll
<br /> 15. CONTACT DIG ALERT (811) TWO (2) DAYS PRIOR TO COMMENCING ANY EXCAVATION. IT IS THE CONTRACTORS RESPONSIBILITY TO ((/ ,O� 88TH ST SEIMMCC EDIATHDPE SCH. 40 DRAINAGE PIPE, SIZE PER PLAN 325± LFali 0 Q O
<br /> 16. ACCESSIBLE WALKWAY SHALL NOT EXCEED DESIGN MAXIMUM OF 2.00% LONGITUDINAL AND CROSS SLOPE UNLESS MARKED �-. 16 CONSTRUCT P.C.C. CURB & GUTTER PER DETAIL HEREON 135± LF Q C rl Z •
<br /> OTHERWISE. �w 89TH ST SE =z 'i t�D
<br /> r m 17 CONSTRUCT 12" CURB CUT PER CITY OF EVERETT STD DWG 432 AS SHOWN z 0 r-i N
<br /> 17. ACCESSIBLE RAMPS WITHOUT HANDRAIL SHALL NOT EXCEED DESIGN MAXIMUM OF 5.00% LONGITUDINAL AND 2.00% CROSS SLOPE > (1� m w 0 .ft:Ii
<br /> UNLESS MARKED OTHERWISE. `� m w w
<br /> p 0 w 18 CONSTRUCT TYPE A-1 CEMENT CONCRETE CURB &GUTTER PER CITY STANDARD DWG. 307 27± LF V C
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<br /> 18. ACCESSIBLE RAMPS WITH HANDRAILS AND CURB RAMPS SHALL NOT EXCEED DESIGN MAXIMUM OF 8.33% LONGITUDINAL AND 2.00% NIL_ m z Q _ " ' _
<br /> -o z 19 PROVIDE EXCAVATED INLET PROTECTION PER CITY STANDARD DWG. 208 1 EACH 0
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<br /> DRAINAGE NOTES 20 CONSTRUCT RIPRAP, MINIMUM 4" DIA. GRAVEL 0.2' BELOW GUTTER EDGE. 10±SF.
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<br /> 1. NO PART OF THE DRAINAGE SYSTEM SHALL BE COVERED, CONCEALED, OR PUT INTO USE UNTIL IT HAS BEEN INSPECTED, TESTED, 500 250 0 500 1000 1500 21 INSTALL 18"X18" CATCH BASIN WITH PARKWAY COVER PER DETAIL HEREON 1 EACH °C
<br /> AND ACCEPTED BY THE CITY OF EVERETT. p1 It 14I
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<br /> 2. ALL WORK AND MATERIAL SHALL CONFORM TO THE CITY OF EVERETT DESIGN AND CONSTRUCTION STANDARDS AND 22 INSTALL ADS (OR EQUIVALENT) ROOF DRAIN ASSEMBLY PER DETAIL HEREON. http://www.ads-pipe.com/en 4 EACH 0 t
<br /> SPECIFICATIONS AND THE WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (CURRENT VICINITY MAP 23 CONSTRUCT DRAINAGE CLEANOUT (DCO) PER DETAIL HEREON 5 EACH LUL
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<br /> SCALE 1 "=500' 24 INSTALL WATER GATE VALVE PER CITY OF EVERETT STANDARD DRAWING 505 1 EACH 0 t.40.,�OISTB�" .
<br /> 3. APPROXIMATE LOCATIONS OF EXISTING UTILITIES HAVE BEEN OBTAINED FROM AVAILABLE RECORDS AND ARE SHOWN FOR 2 `),s, L °
<br /> CONVENIENCE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF LOCATIONS AND TO AVOID DAMAGE TO ANY INDEX OF SHEETS 25 INSTALL SEWER CLEANOUT (SCO) PER CITY OF EVERETT STANDARD DRAWING 604 10 EACH w NA
<br /> ADDITIONAL UTILITIES SHOWN. IF CONFLICTS WITH EXISTING UTILITIES ARISE DURING CONSTRUCTION, THE CONTRACTOR SHALL 1 C100 TITLE SHEET m �v
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<br /> NOTIFY THE PUBLIC WORKS INSPECTOR AND ANY CHANGES REQUIRED SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO INSTALL 2,500 GALLON TRAFFIC RATED GREASE INTERCEPTOR, JENSEN MODEL JZ2500-EBE-G OR I- i
<br /> COMMENCEMENT OF RELATED CONSTRUCTION ON THE PROJECT. 2 C-200 LAYOUT& GRADING PLAN 26 EQUIVALENT 1 EACH Q _
<br /> 3 C-300 LID PLAN
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<br /> 4. ALL STORM SYSTEMS WITHIN THE PUBLIC RIGHT-OF-WAY OR IN EASEMENTS MUST BE STAKED BY SURVEY FOR LINE AND GRADE 4 C-301 STORMTECH CHAMBER SYSTEM DETAILS 27 INSTALL 1" WATER METER SERVICE FOR IRRIGATION PURPOSES PER CITY OF EVERETT STD DWG 501 1 EACH Q N Q N
<br /> PRIOR TO STARTING CONSTRUCTION. SYMBOLS 5 C-400 EROSION CONTROL AND DEMOLITION PLAN 2 N J
<br /> 28 INSTALL HDPE SCH 80 WATER SERVICE PIPE (DOMESTIC, IRRIGATION, OR FIRE), SIZE PER PLAN 700± LF co Q CO
<br /> 5. ALL CATCH BASIN GRATES MUST BE STENCILED OR STAMPED "DUMP NO WASTE, DRAINS TO STREAM" -INC]] A.C. PAD GROUND LIGHT `` ,RCP HEADWALL -0-
<br /> PLB 7 C-600 WATER AND SEWER PLAN INSTALL 4" DOUBLE CHECK DETECTOR VALVE (DCDV)ASSEMBLY PER CITY OF EVERETT STD DWG 515 1 EACH Q
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<br /> DISTURBED AREA: 0 AIR VALVE ® GROUND ROD n ROAD SIGN 8 (PULL BOX)
<br /> ±0.936 ACRES AUTO- ® GUARD POST SS SANITARY e WATER VALVE ABBREVIATIONS 30 INSTALL 6" PVC SDR 35 SEWER PIPE 100± LF z I w w
<br /> E SPRINKLER SEWER MH AC ASPHALT CONCRETE INV INVERT LU
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<br /> FLOOD ZONE: STORM 31 INSTALL 4" PVC SDR 35 GREASE LINE 70± LF LU -' Z w w
<br /> I A.C. AIR CONDITIONING UNIT M MEASURED DIMENSION O C7 � D
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<br /> FEMA FLOOD MAP NUMBER 53061 C1040F, DATED 09/16/2001 - ZONE X SEWER MH B/L BUILDING LINE OX OVER EXCAVATION 32 INSTALL 1" STANDARD SOV VALVE, VALVE BOX AND EXTENSION PER CITY OF EVERETT STD DWG 501 1 EACH w a w = -
<br /> BASIS OF BEARINGS t�J BORE HOLE HANDICAPPED Am UNDERGROUND OPROPANE BUILD BUILDING PCC PORTLAND CEMENT CONCRETE U
<br /> o PARKING vAv TANK ACCESS TANK BOUL BOULEVARD PL PLANTER 33 INSTALL POST INDICATOR VALVE (PIV) 1 EACH cn I
<br /> 0 THE BEARINGS N 31°43'45" E OF THE WEST LINE OF THE SUBJECT PROPERTY IS USED AS THE BASIS OF BEARINGS FOR THIS PROJECT. 0 BUSH WI IRON GRATE 0 TELE. MH 0 WATER MH BRNG BEARING Ft PROPERTY LINE 06 V1
<br /> N BW BACK OF WALK P.O.B. POINT OF BEGINNING 34 INSTALL FIRE DEPARTMENT CONNECTION STANDPIPE (FDC) 1 EACH C7
<br /> c, BENCHMARK Q CLEAN OUT 0 LIGHT POLE TP TELE. PED. m GAS VALVE CB CATCH BASIN P.O.C. POINT OF COMMENCEMENT z
<br /> DESC.:SNOHOMISH COUNTY, MON. CBW CONCRETE BLOCK WALL P.O.M. POINT OF MEASUREMENT 35 INSTALL DOUBLE CHECK VALVE ASSEMBLY(DCVA) PER CITY OF EVERETT STD DWG 520 1 EACH
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<br /> N DB ID: 15526, PNT. E ELEC. METER --j MAIL BOX LIGHT IC SIGNAL SO POWER POLE c. CENTERLINE P.O.T. POINT OF TERMINATION w I .
<br /> ALIAS: 617 NEW 4"TAP ON EXISTING 12" MAIN PROVIDED BY CITY OF EVERETT, CONTRACTOR SHALL EXCAVATE, Z
<br /> " '• •� TRAFFIC CLF CHAIN LINK FENCE PED. PEDESTAL 36 SHORE, AND RESTORE SURFACES AS REQUIRED BY THE CITY 2 EACH 3 >-
<br /> LOCATION: N-339317.8984 AND E-1300448.059 EP ELEC. PED. © METER RACK �O Q WATER METER CATV PB CABLE TV PULL BO PLTR. PLANTER
<br /> a ELEV.: 518.54(NAVD88). CONTROL BOX OO
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<br /> CI CAST IRON R, ROD RECORD DIMENSION 37 TYPICAL RESTRICTOR (CITY OF EVERETT STANDARD PLAN 415) IN 54" DIA TYPE 2 CATCH BASIN (STD 405) 670± LF LU W No
<br /> LEGAL DESCRIPTION ET ELEC. TRANS. ® MONITOR WELL *TREE Q GAS METER CONC CONCRETE ROW RIGHT-OF-WAY w > Z
<br /> E PARCEL A: THAT PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 13, TOWNSHIP 28 NORTH, FIRE HYDRANT AODESCRNBEDTUGO MARKER LE ® POWER MH CPR CO PERUT TO GRADE RD RET RETAINING I-
<br /> 38 CONCRETE GUTTER PER DETAIL HEREON 60±LF Z z w w Q
<br /> RANGE 4 EAST, AND THAT PORTION OF GOVERNMENT LOT 1 OF SECTION 18, TOWNSHIP 28 NORTH, RANGE 5 EAST, W.M., INi. IV pC 0 cc
<br /> MON. SET DI DUCTILE IRON SAN SANITARY 39 STORMTECH CHAMBER SYSTEM PER DETAIL HEREON 278 EACH Q Q C.
<br /> w SNOHOMISH COUNTY, WASHINGTON DESCRIBED AS FOLLOWS: ® FIRE RISER TV T.V. PED. 0UTILITY POLE a. LLJ
<br /> AS DESCRIBED DIA DIAMETER SCO SEWER CLEANOUT J DC
<br /> COMMENCING AT THE NORTHEAST CORNER OF SAID NORTHEAST QUARTER OF THE NORTHEAST QUARTER; THENCE SOUTH 041' PIPELINE UTILITY 40 STORMTECH INSPECTION PORT 2 EACH u- , a w
<br /> t �$ FLAG POLE D DIST DISTANCE STAT STATUTORY O w w
<br /> _c EAST ALONG THE EAST LINE OF THE SAID SUBDIVISION 633.64 FEET; THENCE NORTH 581615 WEST 36.26 FEET TO THE TRUE MARKER ® CABINET DL DAYLIGHT LINE TC TOP OF CURB I - Q EU POINT OF BEGINNING; THENCE CONTINUE NORTH 58'16'15" WEST 200 FEET TO THE SOUTHEASTERLY MARGIN OF EVERGREEN 41 ROOT BARRIER PER CITY OF EVERETT STANDARD PLAN 399 6 EACH V I` w
<br /> DS DOWNSPOUT TCBW TOP OF CONCRETE BLOCK WALL
<br /> WAY (P S H NO 1); THENCE NORTH 31'43'45" EAST ALONG SAID HIGHWAY MARGIN 203.86 FEET TO A POINT THAT BEARS oC Q x- w
<br /> EG EDGE OF GUTTER TCBW TOP OF CONCRETE RETAINING WALL w
<br /> SOUTH 31'43'45" WEST 360 FEET FROM THE SOUTH MARGIN OF CASINO ROAD; THENCE SOUTH 58'16'15" EAST FOR 200 FEET TO A LINETYPES ESMT EASEMENT TF TOP OF FOOTING O Z C°
<br /> W POINT THAT BEARS NORTH 31'43'45" EAST FROM THE TRUE POINT OF BEGINNING; THENCE SOUTH 31'43'45" WEST 203.86 FEET TO
<br /> cr, FF FINISHED FLOOR TG, TOG TOP OF GRATE cc W
<br /> yo THE TRUE POINT OF BEGINNING. d
<br /> FG FINISHED GRADE TR TOP OF RIM W
<br /> N BARBED WIRE FENCE CHAIN LINK FENCE EASEMENT LINE WATER UTILITY W
<br /> E 0 j PARCEL B: RECIPROCAL PARKING EASEMENT AS DESCRIBED IN AGREEMENT RECORDED UNDER RECORDING NUMBER _X X -O O FCE FENCE TRANS TRANSFORMER ESTIMATE OF EARTHWORK QUANTITIES: = J
<br /> N ° 7812270038 AND AMENDED BY INSTRUMENT RECORDED UNDER RECORDING NUMBER 8710210188; SITUATE IN THE CITY OF W FL FLOW LINE TSW TOP OF STEM WALL I- ~
<br /> N N ` EVERETT, COUNTY OF SNOHOMISH, STATE OF WASHINGTON. OVERHEAD RAW CUT=451 C.Y. RAW FILL = 494 C.Y.TOTAL CUT PLUS FILL VOLUME = 945 C.Y. IMPORT = 43 C.Y. LU I- o ~ cii
<br /> Y'. ROAD CENTERLINE ELECTRIC LINE SECTION LINE SANITARY SEWER FND FOUND TYP TYPICAL oC w LU
<br /> �, APPROXIMATE REMOVAL/RECOMPACTION = 3,020 C.Y. (ASSUMED OVER-EXCAVATION DEPTH OF 2 FT OVER THE ENTIRE LOT) w � = w
<br /> ;00 APPROXIMATE LOCATIONS OF ALL KNOWN UTILITY STRUCTURES AND FACILITIES (INCLUDING BUT NOT LIMITED TO - OHE - - SS FS FINISHED SURFACE U/C UTILITY CABINET TOTAL NET CUT PLUS FILL VOLUME = 3,965 C.Y. Q w O °C
<br /> i ° SANITARY SEWERS, STORM SEWERS, POTABLE WATER LINES AND APPURTENANCES, NATURAL GAS LINES, ELECTRIC, GR GRADE BREAK U/G UNDERGROUND z vl a Q
<br /> s-- TELEPHONE AND CATV LINES AND UNDERGROUND STORAGE TANKS) THAT MAY BE ENCOUNTERED WITHIN AND
<br /> STOCKADE FENCE BOUNDARY LINE TRAIN TRACKS STORM DRAIN GEN GENERATOR UNK UNKNOWN THESE QUANTITIES DO NOT INCLUDE ANY LOSES DUE TO DEMOLITION SHRINKAGE OR ANY SPECIAL CONDITIONS OR
<br /> -. ADJACENT TO THE LIMITS OF THE WORK ARE SHOWN ON THE PLANS. THE ACCURACY AND COMPLETENESS OF THIS _D 0 - - I I s G/R GAS REGULATOR UNO UNLESS NOTED OTHERWISE REQUIREMENTS THAT MAY BE SPECIFIED IN THE PRELIMINARY SOILS REPORT. THESE QUANTITIES ARE FOR PERMIT .. SHEET NO.
<br /> i °' ° INFORMATION IS NOT GUARANTEED BY THE ENGINEER, AND THE CONTRACTOR IS ADVISED TO VERIFY IN THE FIELD
<br /> 3W HC HANDICAPPED VCP VITRIFIED CLAY PIPE PURPOSES ONLY. ALL CONTRACTORS BIDDING ON THIS PROJECT SHOULD MAKE THEIR OWN DETERMINATION OF LU C.A.
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<br /> o ALL THE FACTS CONCERNING THE LOCATION AND ELEVATION OF THESE UTILITIES OR OTHER CONSTRUCTION (TELE) COMMUNICATIONS ELECTRIC GAS LINE OIL PIPE LINE HP HIGH POINT W/UGS WITH UNDERGROUND SERVICE EARTHWORK QUANTITIES PRIOR TO SUBMITTING A BID. w cwt OBSTACLES IMPACTED BY NEW CONSTRUCTION PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE •
<br /> N' ° T E G OPL IP IRON PIN SETBACK
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<br /> ENGINEER, IN WRITING, PRIOR TO CONSTRUCTION, OF ANY DISCREPANCIES WHICH MAY AFFECT THE PROJECT DESIGN. THE REMEDIAL REMOVAL DEPTH IS EXPECTED TO BE ON THE ORDER OF 2 TO 5 FEET. THE EXACT DEPTH OF REMOVAL
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<br /> T SHOULD BE DETERMINED IN THE FIELD WHEN THE GROUND CONDITION IS FULLY EXPOSED. 1 OF 7
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<br /> CITY OF EVERETT
<br /> RFVIFWFD FOR PERMIT
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