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<br /> 1 2 3 4 5 6 7
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<br /> - SUPERCENTER
<br /> p03053-2T6 ��
<br /> A DEMOLITION NOTES
<br /> 1 PROPOSED
<br /> 2 t THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION,REMOVAL,AND DISPOSAL(IN A LOCATOR PICKUP
<br /> 21 APPROVED BY ALL GOVERNING AUTHORITIES)ALL STRUCTURES,PADS,WALLS,FLUMES,FOUNDATIONS, -
<br /> F PARKING,DRIVES,DRAINAGE STRUCTURES,UTLITES,ETC.,SUCH THAT THE IMPROVEMENTS SHOWN ON THE
<br /> PROPOSED PLANS CAN BE CONSTRUCTED.ALL FACILITES TO BE REMOVED SHALL BE UNDERCUT TO
<br /> SUITABLE MATERIAL AND BROUGHT TO GRADE WTH SUITABLE COMPACTED FILL MATERIAL PER THE
<br /> TYP.
<br /> 16 18 SPECIFlCADONS PRIOR TO DEMOLLDDN OCCURRING ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.
<br /> ' ' 2. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS
<br /> e �z�wzr5'_woop
<br /> IN A LAWFUL MANNER.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR
<br /> DEMOLITION AND DISPOSAL.Z�l -
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<br /> E
<br /> 12 3. THE CONTRACTOR SHALL COORDINATE WIN RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL spy a 3< a
<br /> 32 N 14 AND/OR RELOCADON OF NEITHER.THE CONTRACTOR SHALL COORDINATE WTH THE UVUTY COMPANY �� O rc oz
<br /> P
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<br /> 6 oCEF�g
<br /> tTyzp CONCERNING PORTIONS OF WORK WTO MAY U PERFORMED BY 1TH UTLITY COMPANY THEMSELVES AND " 3s��3T•!P \U/111/ ' I IPANV FOR THEIR SERNCES.THE CONTRACTOR IS —ANY FEES WiICH ARE TO BE PAID TO 1HE U11LLTV COM RESPONSIBLE FOR PAYING ALL FEES AND CHARGES 4. IN LOCATONS OF ALL EXISTING UTLITES SHOWN DN THIS PLAN HAVE BEEN DETERMINED FROM TIE9TYPPERCENTER PERCENTER BEST INFORMATION AVAILABLE AND ARE GIVEN FOR 1HE CONVENIENCE OF 1HE CONTRACTOR.THESU SU jUTYP40 ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY.PRIOR TO THE START OF ANY DEMOLISH I/ a
<br /> #03053 276 9 #03053 276 a 41 ACTIVITY,THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR MARKING ONSITE LOCATIONS OF KEY MAP
<br /> .'
<br /> EXISTING UTILITIES. APPROX.1°=300'
<br /> 18 5. ALL EXISTING SEWERS,PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT
<br /> 11 TYP. LOCATION,OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE.VERIFY EXISTING CONDITIONS
<br /> AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED TEA RES.GIVE NOTICE TO ALL UTILITY
<br /> . 2 ': _ ••': COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE
<br /> 9 END
<br /> PROCEEDING WTH THE WORK.UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE LEGEND
<br /> 5 GROUTED IF UNDER BUILDING.
<br /> tYP 16 18 6. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WTH FENCING,BARRICADES,ENCLOSURES,ETC., EXISTING TO REMAIN
<br /> (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES)AS APPROVED BY CITY AND OWNER.SHOULD EXISTING ASPHALT PAVEMENT TO REMAIN
<br /> JJ- REMOVAL AND/OR RELOCATION ACTIVITIES DAMAGE EXISTING FACILITES TO REMAIN,THE CONTRACTOR
<br /> 7 6': SHALL PROVIDE NEW MATERIALS/STRUCTURES IN ACCORDANCE WTH THE CONTRACT DOCUMENTS.EXCEPT EXISTING CONCRETE PAVEMENT TO REMAIN
<br /> FOR MATERIALS DESIGNED TO BE RELOCATED ON THIS PLAN,ALL OTHER CONSTRUCTION MATERIALS SHALL PROPOSED SEAL COAT OF EXISTING PAVEMENT
<br /> B THP 6 ^ BE NEW.DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S
<br /> 9 START EXPENSE. EXISTING LANDSCAPING TO BE REMOVED
<br /> z
<br /> 7. CONTRACTOR SHALL LIMIT SAW CUT&PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS
<br /> 1 14 REQUIRED AS SHOWN ON THESE CONSTRUCTON PLANS,BUT IF ANY DAMAGE IS INCURRED ON ANY OF EXISTING ASPHALT PAVEMENT TO BE REMOVED
<br /> THE SURROUNDING PAVEMENT,ETC.THE CONTRACTOR SHALL BE RESPONSIBLE FOR IPS REMOVAL AND PROPOSED LANDSCAPING
<br /> 8 Typ. REPAIR.
<br /> 12 B. IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE PROPOSED ASPHALT PAVEMENT
<br /> d
<br /> BURIED OR AERIAL UPROVID WITHIN OR NEAR THE NOTICE
<br /> T ALL AREA BEFORE COMMENCING WORK.THE
<br /> CONTRACTOR SHALL PROVIDE 72 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING PROPOSED CONCRETE PAVEMENT
<br /> rvi 6 3 TYP 4 6 CONSTRUCT ON.
<br /> 2 ':TTP Iq 9 ALL EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE EXISTING SIGN TO REMAIN O O
<br /> }
<br /> .. ENGINEER AT THE TIME THE DRAWINGS WERE PREPARED AND HAVE NOT BEEN INDEPENDENTLY VERIFIED
<br /> O
<br /> __. � EXISTING SIGN TO BE REMOVED Q Q
<br /> a
<br /> Q
<br /> BY THE OWNER OR THE ENGINEER.GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTLITES CV
<br /> PP 5 A ARE SHOWN OR THAT THE LOCATION OF Ti05E SHOWN ARE ACCURATE.FINDING THE ACTUAL LOCATION a PROPOSED PICKUP SIGNAGE � 0..
<br /> 5 16 26 , OF ANY EXISTING UTLITES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE HE O O J
<br /> q2 7fH.6 + EYE.8 '9 TYP COMMENCES ANY WORK IN THE VICINITY.FURTHERMORE,THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE OP D OLL RD _j N U
<br /> 42 '
<br /> t 24 FOR ANY AND ALL DAMAGE DUE TO THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY Q
<br /> • •• �IC •• PROPOSED SAWCUT LIMITS M
<br /> a+1 J AND ALL UNDERGROUND UPLLDES.THE OWJER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY � < (?;
<br /> 19. EXISTING OUTDOOR 8 1D EXISTING OUTDOOR I7 22 DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATONS IN THE VICINITY OF EXISTNG O of
<br /> T.
<br /> GARDEN•SALES GARDEN SALES UTILITIES OR STRUCTURES,NOR FOR TEMPORARY BRACING AND SHORING OF SAME.IF IT IS NECESSARY W M O
<br /> 4K
<br /> .� TO SHORE,BRACE,SWING OR RELOCATE A UTILITY,THE UTLITY COMPANY OR DEPARTMENT AFFECTED V`J O 0.
<br /> SHALL BE CONTACTED BY THE CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE METHOD
<br /> " '.2 � " D 10 w w O
<br /> 7 TO USE FOR SUCH WORK Y+y O
<br /> I In $ VI I I p . THEUCONTRACTORHSHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONTRACT pj
<br /> 8 Typ ,. 20
<br /> REQUIRED CONSTRUCDON 0
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<br /> .. B TS(SWPP)Vw W LLD O
<br /> :: START PR EEROSIONNCONTROILDPLANS AND NSPECTDNOREPOR O M
<br /> ^ ° 13 'l`J.'a :..: 43 ryp.' �-- / 'e2 PERMITS,A �' O
<br /> -. r 11. ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT iODTHE ATTENTION OF THE NO O O
<br /> 15
<br /> " - 9 `9 T1P 14 39 TYP I DWNER/ENGINEER BEFORE COMMENCING WORK NO HELD CHANGES DR DEKA ONS FROM DESIGN ARE SITE & DEMOLITION SCHEDULE `-�./ w F.
<br /> J (1 END 5 BE MADE WTiOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER.NO CD
<br /> 11 TYP. 39 TYP SEE ENLARGED PICKUP PLAN, CoNSIDERATON VALE BE GIVEN TO CHANGE ORDERS FOR WHICH THE OYMER AND ENGINEER WERE NOT O1 EXISTING WAUAART BUILDING TO REMAIN. �
<br /> 733' THIS SHEET CONTACTED PRIOR TO CONSTRUCTOR OF THE AFFECTED ITEM.
<br /> 1EYES 12. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WTH THE LATEST OSHA STANDARDS FOR O EXISTING CONCRETE PAVEMENT/SIDEWALK TO REMAIN.
<br /> EXCAVALON AND TRENCHING PROCEDURES.CONTRACTOR SHALL USE SUPPORT SYSTEMS,SLOPING, O3 EXISTING ASPHALT PAVEMENT TO REMAIN. Z
<br /> C \ 3 / r , \ BENCHING,ETC.AS NECESSARY FOR THESE OPERATIONS,AND SHALL COMPLY WITH ALL OSHA
<br /> 31 PERFORMANCE CRITERIA.
<br /> O o I 22 18 I 13. DO NOT INTERRUPT EXISTNG UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR
<br /> O EXISTING PARKING LOT STRIPING AND PAVEMENT MARKINGS TO REMAIN. o
<br /> 14 23 18 OTTERS DURING OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN O EXISTING PARKING LOT STRIPING TO BE REMOVED. 2023 MAJOR PROJECT
<br /> TYR g PRE
<br /> 23 IB 1. WRIDNG BY THE OWNER AND THE LOCAL MUNICIPALLDES.INTERRUPTERS SHALL ONLY OCCUR AF1ER
<br /> 29 30 I$ 22 I I Ali ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED. O EXISTING PICKUP SIGNAGE AND SIGN POST TO BE REMOVED.
<br /> TYP 4 q \ 24 I 14. ANY RECYCLED MATERIAL TO BE PRACTICAL AND THE LOCATION OF ANYPILED ON THE SITE SHALL BE S STOCKPILE SHALL BE WELL CLEARRED IN AS SMALL AN AREA OF THE BUILDING PAD AREAS O EXISTING SIGNAGE AND BASE TO REMAIN. ISSUE BLOCK
<br /> Q �►�r 8 AND THE LOCATION MUST BE PRE-APPROVED BY THE ENGINEER AND OWNER PRIOR TO STDCKPILLNG. a EXISTING CURB AND GUTTER TO REMAIN.
<br /> V`..o 31 �/ 24 24 I) -d �t ADD #1 05/12/23
<br /> J 15. BID PURPOSES.
<br /> SHOW)HERE ARE APPROXIMATE AND ARE PROVIDED FOR CONVENIENCE ONLY AND NOT FOR
<br /> 4 � 25 i6 17 20 BID PURPOSES.CONTRACTOR SHALL VERIFY QUANTITIES NECESSARY i0 DEMO FACILITES SHOWN. Oe EXISTING CURB TRANSIDON TO REMAIN. � CCD #1 08/03/23
<br /> TYP,5 8 25 16. ASBESTOS OR HAZARDOUS MATERIAL,IF FOUND ON SITE,SHALL BE REMOVED BY A LICENSED HAZARDOUS ip EXISTING SIDEWALK RAMP TO REMAIN.
<br /> 25 MATERIAL CONTRACTOR.REFERENCE ARCHITECORAL PLANS FOR LIMITS OF BUILDING DEMOLITION. O CCD //4 09/29/23
<br /> EXISTING FLUSH PAVEMENT TO REMAIN.
<br /> 14 ^' T T
<br /> 5 $TYP 5 (
<br /> SITE NOTES
<br /> O ES 12 EXISTING LANDSCAPING TO REMAIN.
<br /> 3 � >
<br /> TYp 4 O 19�� 14 ,3 EXISTING SIGNAGE AND BASE TO BE REMOVED.
<br /> TYP.5 1. ALL W11RK AND MATERIALS SHALL COMPLY WTH ALL CITY/COUNTY REGULATORS AND CODES AND O.S.H.A.
<br /> STANDARDS. iq PROPOSED SEAL COAT OVER EXISTING ASPHALT PAVEMENT.
<br /> 2q 2. CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATORS AND DIMENSIONS OF
<br /> 8 T R 3 14 VESTBULES,SLOPE PAVING,SIDEWALKS,EXIT PORCHES,TRUCK DOCKS,PRECISE BUILDING DIMENSIONS AND i6 NEW CROSSWALK MARKINGS-6•WDE PAINTED WHITE STRIPING PARALLEL TO
<br /> 8 EXACT BUILDING UTLITY ENTRANCE LOCATIONS. DIRECTION OF 1RAFFlC AT 2'-0"O.C.AND(1)-8°WHILE STRIPE PERPENDICULAR ON
<br /> TYP. 3. ALL DIMENSIONS ARE TO THE FACE OF CURB UNLESS OTHERWISE ABANDONED,
<br /> BOTH ENDS UNLESS NOTED OTHERWISE.SEE SITE PLAN FOR DIMENSIONS(REF SITE
<br /> 4. EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED,REMOVED OR RELOCATED AS
<br /> 14 NECESSARY.ALL COST SHALL BE INCLUDED IN BASE BID. DETAILS).
<br /> TVP.4 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATONS,(UNLESS OTHERWSE NOTED ON PLANS) 16 PROPOSED PICKUP SIGNAGE(REFERENCE SITE DETAILS).
<br /> INCLUDING ED NOT LIMITED TO,ALL UTILITIES,STORM DRAINAGE,SIGNS,TRAFFIC SIGNALS&PDLES,ETC.
<br /> AS REQUIRED.ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND
<br /> N PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH.ALL COST SHALL BE INCLUDED IN 17 PROPOSED SIGN MOUNTING AND BASE WTH BOLLARD(REF.SITE DETAILS).
<br /> EYE.4 BASE BID.
<br /> 6. THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED'THE SITE SPECIFIC SPECIRCATONS". 1g PROPOSED SIGN MOUNTING AND BASE WTH BREAKAWAY(REF.SITE DETAILS).
<br /> TYR.5 7, ALL LIGHT POLE BASES SHALL BE REPAINTED,AND BOLT COVERS REPLACED WHERE MISSING OR DAMAGED.
<br /> PREVIOUS OR NEW OVERSPRAY ON SURROUNDING PAVEMENT SHALL BE REMOVED.SEE ARCHITECTURAL 10 PROPOSED PICKUP STALL STRIPING AND NUMBER PAVEMENT MARKING(REF SITE
<br /> D 4 19 SPECIFICATION SECTION 09900 FOR ADDITIONAL INFORMATION. DETAILS). CHECKED BY: RCJ
<br /> TYP, & REFRESH ENTRE PARKING LOT STRIPING AND MARKINGS.MATCH EXISTING EXCEPT WHERE MODIFIED IN
<br /> 3 THESE DRAWINGS. pp PROPOSED 4°SOLID YELLOW PAINTED STRIPES AT 45 DEGREES®2'-0°O.C.
<br /> DRAWN BY: STH
<br /> $TYP- 14 16 17 18 PARKING TABLE 21 PROPOSED PICK-UP DOOR(REF.ARCHITECTURAL PLANS).
<br /> PROTO CYCLE:
<br /> 4 PROPOSED R1-5B"STOP HERE FOR PEDESTRIANS"SIGNAGE(REF.SITE DETAILS).
<br /> PARKING COUNT BASED ON AVAILABLE AERIAL IMAGERY. FIELD VERIFICATION REQUIRED. DOCUMENT DaTE:02/23/2023
<br /> 'p-o"
<br /> YP.5 - 19 TI 23 PROPOSED 30'X 30'STOP SIGNAGE(REF.SSM-SECP PLANS).
<br /> EXISTING PROPOSED SOLUTION
<br /> TYPQ1,
<br /> 4 24 PROPOSED OPEN ARROW PAVEMENT MARKINGS(REF.SSM-SECP PLANS).
<br />' 4 BUILDING SF 90,070 SO FT 90,070 SO FT "ON
<br /> TYP. 4 TYP.
<br /> - PARKING REQUIREMENTS 1 SPACE/400 SO FT 1 SPACE/400 SO FT 25 PROPOSED STOP TEXT AND STOP BAR PAVEMENT MARKINGS(REF.SSM-SECP PLANS).
<br /> 20 REQUIRED BASED ON CODE 226 226 O PROPOSED WALL MOUNTED SIGNAGE(REF.SITE DETAILS). y T9j,
<br /> STANDARD STALLS 361 343 2T PROPOSED STANDARD STALL STRIPING TO MATCH EXISTING.
<br /> K M T T ADA STALLS 9 9 J
<br />'
<br /> PICKUP DEMOLITION PEAK PICKUP S E PEAK PICKUP STALLS 7p 24 28 NEW 4'WIDE DOUBLE SOLID PAINTED YELLOW STRIPE. 11 ---
<br /> SCALE:
<br /> pbSCALE: 1"=20' SCALE: 1"=20' zg EXISTING LANDSCAPING TO BE REMOVED. v SS
<br /> TOTAL PARKING STALLS 382 374 �OA�gL�
<br /> PARKING RATIO 4.24 SPACES/1,000 SF 4.12 SPACES/1,000 SF 30 EXISTING ASPHALT PAVEMENT TO BE REMOVED. 10/04/2023
<br /> 31
<br /> EXISTING CURB AND GUTTER TO BE REMOVED.
<br /> 82 PROPOSED SAWCUT LIMITS.
<br /> 5
<br /> 33 PROPOSED ASPHALT PAVEMENT(REF.SIZE DETAILS).
<br /> 33 O PROPOSED CONCRETE SIDEWALK.
<br /> 35 PROPOSED LANDSCAPING TO MATCH EXISTING.
<br /> 30 PROPOSED CURB AND GUTTER(REF.SITE DETAILS).NEW CURB/GUTTER TO BE DOWELED
<br /> INTO EXISTING CURB/GUTTER PER DETAIL(REF.SITE DETAILS).
<br /> E 38 37 PROPOSED ACCESSIBLE CUT-THROUGH.
<br /> 'T Y30 PROPOSED DETECTABLE WARNING SURFACE(REF.SITE DETAILS).
<br /> JJJJJ- J " 39 GORGES HIT ORAL DOE REF.ARCH PLANS. 6
<br /> oil 3fE34 E JJJJJ) J Q
<br /> JJJJJ) J 40 PROPOSED EGRESS DOOR REF.ARCH PLANS).
<br /> F 3s � `� 32 Permit#: PW2307-004 � ( )
<br /> rl 35 'F e F 4 E f F Site Address: 1605 SE Everett Mall Way 41 PROPOSED CONCRETE STOOP TO SIDEWALK(REF.ARCH PLANS).
<br /> 5, Owner: WAL-MART REAL ESTATE BUSINESS TRUST
<br /> Application Date: 07/13/2023 42 EXISTING DOOR TO BE WELDED SHUT(REF.ARCH PLANS).
<br /> ' 36 Description: Walmart 3053-Parking Lot Revisions 43 PROPOSED GARDEN CENTER FENCING(REF.ARCH PLANS).
<br /> JJJJJ) J
<br />' JJJJJ_J
<br /> )JJJJJ J
<br /> APPROVED
<br /> PUBLIC WORKS DEPARTMENT
<br /> 38
<br /> BY:THerman
<br /> 33 DATE:01/24/2024
<br /> CITY OF EVERETT REVIEWED FOR PERMIT
<br /> CAUTION - NOTICE TO CONTRACTOR DEMOLITION
<br /> 6'
<br /> 1. ALL UDLTY LOCATORS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE
<br /> APPROVED UTLITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE AND SITE
<br /> CONSIDERED AN APPROXIMATE LOCATION ONLY.IT IS THE CONTRACTOR'S RESPONSIBILITY
<br /> Office of Community,Planning&Economic Development TO FIELD VERIFY THE FIELD LOCATON OF ALL UTILITIES,PUBLIC OR PRIVATE,WHETHER PLAN
<br /> PLANNING DEPARTMENT SHOWN ON THE PLANS OR NOT,PRIOR TO CONSTRUCTDN.REPORT ANY DISCREPANCIES TO HE ENGINEER PRIOR TO CONSTRUCTON.
<br /> NAME: DMarshall 2, WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY,IT IS THE CONTRACTOR'S GRAPHIC SCALE
<br /> F R
<br /> DATE: 01/18/2024 EXESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH
<br /> ISTNG UTILITY,EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD.REPORT 2D p 10 2D 40 00
<br /> ENLARGED PICKUP SITE PLAN INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION.
<br /> SCALE:1"=5'
<br /> (IN FEET)
<br /> 11nM=20 re. SHEET:
<br /> CS1
<br />
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