3523 BROADWAY 2022-04-01 - Laserfiche WebLink

4 E N SITE PLAN FOR BROWN BEAR CAR WASH 0 SEC.29, TWN. 29 N., RGE. 5 E.W.M. o I U) CITY OF EVERETT, KING COUNTY,WASHINGTON usus .4 } a gfi � zcaco aco 0o < o®. • 00 ❑ �%�V� fE G'CK0 1"- 20, 7/� N Z ~m m CZ W f/Ll/1L//t3 2E `�z � w • U U Y LY a . * R. 5 2 . j ..n °1. • (_ 0 DING TO• BA AUTO NREMMNI 4`y 0 F- o GRADING NOTE: GRADING NOTES: z uj co CONTRACTOR TO COMPLETE WORK SHOWN IN SUCH A MANNER AS TO -=- -- NOT TRAP ANY DRAINAGE.EXISTING DRAINAGE PATTERNS ON-SITE r 1 1. CONTRACTOR SHALL BE MATCH EXISTING GRADES AT SAWCUT. W Z Z SHALL REMAIN UNCHANGED DURING THE COURSE OF CONSTRUCTION. 777 //// ❑ I I PROPOSED STRIPING AND DIRECTIONAL 1. CONTRACTOR TO COMPLETE WORK SHOWN IN SUCH A MANNER 0 ____ J / ARROWS._FINAL DESIGN BY CWE OPERATIONS. AS TO NOT TRAP ANY DRAINAGE.EXISTING DRAINAGE PATTERNS }' 1- SITE PLAN NOTE: // /I I I ON-SITE SHALL REMAIN UNCHANGED DURING THE COURSE OF W Q () CONTRACTOR SHALL CONFIRM CONCRETE PAVEMENT SECTION,SUBGRADE F CONSTRUCTION. Z PREPARATION,AND SPECIFICATIONS WITH OWNER PRIOR TO / 2. FILL MATERIAL AND COMPACTION SHALL CONFORM TO CITY OF W 1-CONSTRUCTION.IT IS RECOMMENDED TO GET A FORMAL GEOTECHNICALto 0 0 EVERETT AND KING COUNTY REQUIREMENTS.DESIGN FORA CONCRETE PAVEMENT SECTION SPECIFIC TO THIS SITE Q • Ilo Z Q Q 0 3. CONTRACTOR TO PROTECT AND MAINTAIN EROSION CONTROL W PRIOR TO CONSTRUCTION. T '.f.�;E], o MEASURES DURING GRADING OPERATIONS AND REMOVE AT END i J 0 ,,,/// L 1 OF CONSTRUCTION. UTILITY NOTE: Q C7. ..; I wH (li 0 r1f/ ///�� , U 4. CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH < J ALL UNDERGROUND UTILITIES AND SERVICES TO REMAIN //I 0 °° �_,(� CITY OF EVERETT AND KING COUNTY REQUIREMENTS. > UNDISTURBED UNLESS OTHERWISE SHOWN. ALL CLEANOUTS AND m VV/ //J� I'#T, Q > CO ' OTHER UTILITIES WITHIN REPLACED ASPHALT OR CONCRETE TO BE f / I j RAISED TO FINISHED GRADE. �// /II P( )- OH) u; 111 DEEP EXCAVATION/SHORING NOTE: c' IQ , EX CARWASH / rTANK EXCAVATIONS SHALL BE PER OSHA REQUIREMENTS.TANK EXCAVATIONS Q TO REMAIN it QTHAT REQUIRE SHORING SHALL BE ENGINEERED AND PERMITTED SEPARATELY AND 0 CO EXISTING CONDffIONS NOTE j' ° ° Z� SHALL BE THE RESPoNSIBILffY OF THE INSTALLING CONTRACTOR.CONTRACTOR SHALL MAINTAIN SAFE TEMPORARY SLOPE CONFIGURATIONS.UNSUPPORTED POTENTIAL MUTT CONFLICT.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING I t d. VERTICAL SLOPES OF CUTS DEEPER THAN 4 FEET ARE NOT RECOMMENDED. Li_ UDLTDES PRIOR TO CONSTRUCTION.SEE JITILTIY CONFLICT NOTE THE EXISTING / " CONDITIONS SHOWN ARE APPROXIMATE,BASED ON GIS DATA AND AS-BUILT' {{{///,,, /J� RECORDS.THE GENERAL CONTRACTOR SHALL"POTHOLE"THE EXSTING ;/ �/ DEWATERING NOTE As JE,y UTILMES WITHIN THE LIMITS OF DISTURBANCE TO VERIFY THE SIZE AND f` it DEWATERING OF THE EXCAVATION FOR THE REMOVAL OF THE EXISTING �,R SF. VERTICAL AND HORIZONTAL LOCATION PRIOR TO CONSTRUCTION.ANY WITH THE • r'� /�// / U UNDERGROUND STORAGE TANKS MAY BE REQUIRED.THE GENERAL CONTRACTOR G aF N%i'1' DESIGN SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER V I I .� S• AND BARGHAUSEN CONSULTING ENGINEERS,INC.(425-251-6222), ` VVVV ) SHALL CONTACT THE AUTHORITY HAVING JURISDICTION OVER THIS PROJECT AND / / `� OBTAIN REQUIREMENTS FOR TREATMENT AND/OR DISCHARGE OF THE REMOVED CONTRACTOR TO GRADE AREA TO MATCH EXISTING 1 GROUNDWATER.CONTRACTOR TO PROVIDE SUMP PUMP AS DETERMINED ��_.1111. ELEVATIONS AND DRAINAGE CHARACTERISTICS.MATCH III I NECESSARY AND DISCHARGE GROUNDWATER TO THE EXISTING STORMWATER '$ ,47671 e ELEVATIONS AT SAWCUT.SEE GRADING NOTES/ THIS SHEET. A CONVEYANCE SYSTEM. .^ff, CIST(C.NG`„A _. .I. L/Z ��/Z/ , o I 1 ONAL E APPROXIMATE LOCATION OF ' 4/1/21 PROPERTY LINE" oO" "' PROJECT SCOPE: P. ► t s �`O '� I CONTRACTOR SHALL REMOVE EXISTING LISTS.FUEL PIPING.FUEL CANOPY.MPOS AND APPURTENANCES 9 1 ,. .. ',� a III1 PERTAINING TO FUEL OPERATIONS.THE SITE PLAN DELINEATES THE MINIMUM REQUIRED PAVEMENT REMOVAL. u, 7. i • 1 IT MAY BE NECESSARY TO REMOVE ADDITIONAL PAVEMENT AREA TO ACCOMPLISH PROJECT SCOPE. leo CONTRACTOR TO CONFIRM WITH OWNER EXTENTS OF REMOVAL PRIOR TO CONSTRUCTION. PROPOSED CONCRETE PAVEMENT, - �i TYP.SEE SITE PLAN NOTE $ $ v OOQ c 4 ® 0 U 6 i i Li E a N c o _ u w Iv e ® U i N d _c = y Of c s . 3 36TH STREET a c a'co cNy RI �mN '= 3 I\ G SURVEY MONUMENT NOTE: ai o N d coo �Yv n CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR OBTAINING PERMITS FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES FOR REMOVING AND REPLACING ALL SURVEY MONUMENTATION THAT MAY BE AFFECTED BY CONSTRUCTIONTY ACTM ,PURSUANT TO WAD 332-120. APPLICATIONS MUST s BE COMPLETED BY A REGISTERED LAND SURVEYOR. APPLICATIONS FOR PERMITS TO REMOVE MONUMENTS MAY BE OBTAINED FROM THE WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES,OR BY CONTACTING THEIR OFFICE BY TELEPHONE AT(206)902-1190. WASHINGTON STATE DEPARTMENT OF NATURAL RESOURCES °_' PUBLIC LAND SURVEY OFFICE P..O.1 BOX 470600N STREET S.E. UTILITY CONFLICT NOTE: 'OLYMPM,WASH0IGTON 9&504-7060 THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYOLG THE LOGTON, DIMENSION,AND DEPTH OF ALLUPON COMPLETION OF CONSTRUCTION,ALL MONUMENTS DISPLACED,REMOVED,OR DESTROYED SHALL BE � ' UTILITIES WHETHER SHOWN ON THESE PLANS OR NOT BY POTHOLING THE UTILITIES AND (2)5) Know what`s below. •- MUPON COI LE A OFGCONSTR LAND SURVEYOR, AT THE COST AND ET THE STROYIED HA THE SURVEYING THE HORIZONTAL AND VERTICAL LOCATON PRIOR TO CONSTRUCTION. THIS SHALL INCLUDEFBYOFCALLING UTILUY LOCATE 0 811 AND THEN POTHOLING ALL OF THE EXISTING URLIDES AT LOCATIONS OF 'CONTRACTOR,PURSUANT TO THESE REGULATIONS. THE APPROPRIATE FORMS FOR REPLACEMENT OF SAID NEW UTILITY CROSSINGS TO PHYSICALLY VERIFY WHETHER OR NOT CONFLICTS EXIST. IF CONFLICTS SHOULD Call before you dig. 8 •o MONUMENTATION SHALL ALSO BE THE RESPONSIBILITY OF THE CONTRACTOR. OCCUR, THE CONTRACTOR SHALL NOTIFY BARGHAUSEN CONSULTING ENGINEERS, INC. TO RESOLVE ALL Dial 811 C� E PROBLEMS PRIOR TO PROCEEDING WITH CONSTRUCTION. • /t ` N 0 — _� U