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HomeMy WebLinkAboutP_Site Plan_Walmart OGP 2_210218_v1.pdfXXXXXXXXXXDYH IR EXISTI N G S T O R A G E XXXXXXXXXXEXISTI N G S T O R A G E 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 2019 21 22 23 24 25 26 27 2928 30 31 32 33 34 35 36 37 38 39 40 41 PROPOSED BUILDING EXPANSION REMOVE EXISTING CURB AND GUTTER. EXISTING CONCRETE SIDEWALK TO REMAIN. EXISTING CONCRETE PAVEMENT TO REMAIN. EXISTING ASPHALT TO REMAIN. EXISTING CURB AND GUTTER TO REMAIN. EXISTING LIGHT POLE TO REMAIN AND TO BE PROTECTED IN PLACE THROUGHOUT CONSTRUCTION. SHORING MAY BE REQUIRED DURING CONSTRUCTION. EXISTING FIRE HYDRANT TO REMAIN AND TO BE PROTECTED IN PLACE THROUGHOUT CONSTRUCTION. EXISTING STORM VAULT TO REMAIN AND TO BE PROTECTED IN PLACE THROUGHOUT CONSTRUCTION. REMOVE EXISTING LANDSCAPING. EXISTING LANDSCAPING TO REMAIN AND TO BE PROTECTED IN PLACE THROUGHOUT CONSTRUCTION. CONTRACTOR TO REPLACE ANY DAMAGED LANDSCAPING. EXISTING FIRE HYDRANT TO BE RELOCATED. (SEE UTILITY PLAN) EXISTING LIGHT POLE TO BE REMOVED AND RELOCATED. BASE TO BE REMOVED AND LIGHT FIXTURE AND POST TO BE SALVAGED FOR RE-USE. EXISTING CONCRETE SIDEWALK TO BE REMOVED. SAWCUT EXISTING PAVEMENT TO CLEAN EDGE AND REMOVE PAVEMENT WITHIN SAWCUT BOUNDARY, BOTH ASPHALT AND CONCRETE. EXISTING STORM SEWER INLET TO REMAIN AND TO BE PROTECTED THROUGHOUT CONSTRUCTION. EXISTING STOP SIGN TO REMAIN. EXISTING PAVEMENT MARKINGS TO REMAIN. EXISTING PAVEMENT MARKINGS TO BE REMOVED. EXISTING PARKING STRIPING TO REMAIN. EXISTING PARKING STRIPING TO BE REMOVED. PROPOSED ASPHALT PAVEMENT (SEE SITE DETAILS). PROPOSED PICKUP STALL STRIPING (SEE SITE DETAILS). PROPOSED PICKUP STALL SIGNAGE MOUNTED ON BOLLARD/BREAKAWAY POST AS SHOWN ON PLAN (SEE SITE DETAILS). PROPOSED CURB AND GUTTER (SEE SITE DETAILS). PROPOSED OVERHEAD PICKUP CANOPY (SEE ARCHITECTURAL PLANS). PROPOSED CANOPY COLUMN AND FOOTING (SEE ARCHITECTURAL PLANS). PROPOSED LOCATION FOR EXISTING LIGHT POLE AND FIXTURE TO BE RELOCATED. (SEE UTILITY PLAN) PROPOSED STOP BAR AND LETTERING PAVEMENT MARKING. (SEE SITE DETAILS) PROPOSED BUILDING ADDITION. (SEE ARCHITECTURAL PLANS) PROPOSED CONCRETE SIDEWALK, REFERENCE PLAN FOR WIDTH. (SEE SITE DETAILS) PROPOSED CONCRETE PAD FOR FIRE HYDRANT MOUNTING. (SEE SITE DETAILS) PROPOSED ASSOCIATE CROSSWALK. (SEE SITE DETAILS) PROPOSED CONCRETE BOLLARD. (SEE SITE DETAILS) PROPOSED CONCRETE RAMP. (SEE SITE DETAILS) PROPOSED R1-5B "STOP HERE FOR PEDESTRIANS" SIGNAGE. (SEE SITE DETAILS) PROPOSED R5-1 "DO NOT ENTER SIGNAGE". (SEE SITE DETAILS) PROPOSED 30"X30" STOP SIGN. (SEE SITE DETAILS) NEW SIGN MOUNTING AND BASE WITH BREAKAWAY POST. PROPOSED PICKUP SIGNAGE, MOUNTED TO WALL. EXISTING BUILDING TO REMAIN EXISTING BOLLARD TO REMAIN EXISTING FENCE TO REMAIN EXISTING CURB & GUTTER TO REMAIN EXISTING STORM INLET TO REMAIN EXISTING SIGN TO REMAIN EXISTING SITE LIGHTING TO REMAIN EXISTING SITE LIGHTING TO BE RELOCATED EXISTING STORM SEWER MANHOLE TO REMAIN EXISTING FIRE HYDRANT TO BE RELOCATED PROPOSED FIRE HYDRANT EXISTING IRRIGATION VALVE TO REMAIN EXISTING CONCRETE PAVEMENT EXISTING ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT SEAL COAT TO REMOVE EXISTING STRIPING FOR NEW PICKUP STALLS AND ASSOCIATED PARKING STALL MODIFICATIONS. EXISTING ASPHALT TO BE REMOVED PROPOSED PICK-UP SIGN PROPOSED CURB AND GUTTER PROPOSED SAWCUT LINE AND LIMITS OF REMOVAL PROPOSED PICKUP CANOPY 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 X X DEMOLITION PLAN SITE PLAN 1 inch = 30 ft. ( IN FEET ) GRAPHIC SCALE 030 30 60 12015DYH KEY MAP NOT TO SCALE SITE 30 31 NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TO BEGINNING WORK AND IS RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TO COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTING WORK. NOTE: CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. GENERAL CONTRACTOR'S SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL DIMENSIONING PRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENCHMARK, BASIS OF BEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAME HORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS. PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER AND ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK. CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. R Know what's before you dig. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. SITE NOTES 1.ALL WORK AND MATERIALS SHALL COMPLY WITH ALL CITY/COUNTY REGULATIONS AND CODES AND O.S.H.A. STANDARDS. 2.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULES, SLOPE PAVING, SIDEWALKS, EXIT PORCHES, TRUCK DOCKS, PRECISE BUILDING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. 3.ALL CURBED RADII ARE TO BE 2' OR 10' UNLESS OTHERWISE NOTED. 4.ALL DIMENSIONS AND RADII ARE TO THE FACE OF CURB UNLESS OTHERWISE NOTED. 5.EXISTING STRUCTURES WITHIN CONSTRUCTION LIMITS ARE TO BE ABANDONED, REMOVED OR RELOCATED AS NECESSARY. ALL COST SHALL BE INCLUDED IN BASE BID. 6.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RELOCATIONS, (UNLESS OTHERWISE NOTED ON PLANS) INCLUDING BUT NOT LIMITED TO, ALL UTILITIES, STORM DRAINAGE, SIGNS, TRAFFIC SIGNALS & POLES, ETC. AS REQUIRED. ALL WORK SHALL BE IN ACCORDANCE WITH GOVERNING AUTHORITIES REQUIREMENTS AND PROJECT SITE WORK SPECIFICATIONS AND SHALL BE APPROVED BY SUCH. ALL COST SHALL BE INCLUDED IN BASE BID. 7.SITE BOUNDARY, TOPOGRAPHY, UTILITY AND ROAD INFORMATION TAKEN FROM A SURVEY BY A LAND SURVEYOR. 8.THE SITE WORK FOR THIS PROJECT SHALL MEET OR EXCEED "THE SITE SPECIFIC SPECIFICATIONS". 9.ALL EXISTING UTILITIES SHOWN WITHIN THE CONSTRUCTION LIMITS TO REMAIN TO BE PROTECTED IN PLACE. SWPPP NOTES CONTRACTOR SHALL PREVENT ANY EROSION AND/OR SEDIMENTATION TRANSPORT FROM BEING RELEASED FROM THE REPAIR AREAS THROUGHOUT CONSTRUCTION. CONTRACTOR SHALL UTILIZE BMP'S (STRAW WATTLES, SILT DIKE ON PAVEMENT, ETC.) AS NECESSARY TO PREVENT RUNOFF FROM THE REPAIR AREAS. DEMOLITION NOTES 1.THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON THE PROPOSED PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH SUITABLE COMPACTED FILL MATERIAL PER THE SPECIFICATIONS. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED. 2.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL. 3.THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY THEMSELVES AND ANY FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES. 4.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY, THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR MARKING ONSITE LOCATIONS OF EXISTING UTILITIES. 5.ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE ABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING. 6.ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE AFFECTED UTILITY COMPANY. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURING CONSTRUCTION. 7.CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT PRACTICES) AS APPROVED BY CITY AND OWNER. SHOULD REMOVAL AND/OR RELOCATION ACTIVITIES DAMAGE EXISTING FACILITIES TO REMAIN, THE CONTRACTOR SHALL PROVIDE NEW MATERIALS/ STRUCTURES IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. EXCEPT FOR MATERIALS DESIGNED TO BE RELOCATED ON THIS PLAN, ALL OTHER CONSTRUCTION MATERIALS SHALL BE NEW.DAMAGE TO ALL EXISTING CONDITIONS TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE. 8.CONTRACTOR SHALL LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS, BUT IF ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IT'S REMOVAL AND REPAIR. 9.IT IS THE CONTRACTORS RESPONSIBILITY TO CONTACT THE VARIOUS UTILITY COMPANIES WHICH MAY HAVE BURIED OR AERIAL UTILITIES WITHIN OR NEAR THE CONSTRUCTION AREA BEFORE COMMENCING WORK. THE CONTRACTOR SHALL PROVIDE 72 HOURS MINIMUM NOTICE TO ALL UTILITY COMPANIES PRIOR TO BEGINNING CONSTRUCTION. 10.ALL EXISTING UTILITIES SHOWN ARE LOCATED ACCORDING TO THE INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME THE DRAWINGS WERE PREPARED AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR THE ENGINEER. GUARANTEE IS NOT MADE THAT ALL EXISTING UNDERGROUND UTILITIES ARE SHOWN OR THAT THE LOCATION OF THOSE SHOWN ARE ACCURATE. FINDING THE ACTUAL LOCATION OF ANY EXISTING UTILITIES IS THE CONTRACTOR'S RESPONSIBILITY AND SHALL BE DONE BEFORE HE COMMENCES ANY WORK IN THE VICINITY. FURTHERMORE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ANY AND ALL DAMAGE DUE TO THE CONTRACTORS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. THE OWNER OR ENGINEER WILL ASSUME NO LIABILITY FOR ANY DAMAGES SUSTAINED OR COST INCURRED BECAUSE OF THE OPERATIONS IN THE VICINITY OF EXISTING UTILITIES OR STRUCTURES, NOR FOR TEMPORARY BRACING AND SHORING OF SAME. IF IT IS NECESSARY TO SHORE, BRACE, SWING OR RELOCATE A UTILITY, THE UTILITY COMPANY OR DEPARTMENT AFFECTED SHALL BE CONTACTED BY THE CONTRACTOR AND THEIR PERMISSION OBTAINED REGARDING THE METHOD TO USE FOR SUCH WORK. 11.THE CONTRACTOR SHALL HAVE AVAILABLE AT THE JOB SITE AT ALL TIMES ONE COPY OF THE CONTRACT DOCUMENTS INCLUDING PLANS, SPECIFICATIONS, COPIES OF ANY REQUIRED CONSTRUCTION PERMITS, AND EROSION CONTROL PLANS AND INSPECTION REPORTS (SWPPP). 12.ANY DISCREPANCIES ON THE DRAWINGS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER/ENGINEER BEFORE COMMENCING WORK. NO FIELD CHANGES OR DEVIATIONS FROM DESIGN ARE TO BE MADE WITHOUT PRIOR APPROVAL OF THE OWNER AND NOTIFICATION TO THE ENGINEER. NO CONSIDERATION WILL BE GIVEN TO CHANGE ORDERS FOR WHICH THE OWNER AND ENGINEER WERE NOT CONTACTED PRIOR TO CONSTRUCTION OF THE AFFECTED ITEM. 13.CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS FOR EXCAVATION AND TRENCHING PROCEDURES. CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, ETC. AS NECESSARY FOR THESE OPERATIONS, AND SHALL COMPLY WITH ALL OSHA PERFORMANCE CRITERIA. 14.DO NOT INTERRUPT EXISTING UTILITIES SERVICING FACILITIES OCCUPIED AND USED BY THE OWNER OR OTHERS DURING OCCUPIED HOURS EXCEPT WHEN SUCH INTERRUPTIONS HAVE BEEN AUTHORIZED IN WRITING BY THE OWNER AND THE LOCAL MUNICIPALITIES. INTERRUPTIONS SHALL ONLY OCCUR AFTER ACCEPTABLE TEMPORARY SERVICE HAS BEEN PROVIDED. 15.ANY RECYCLED MATERIAL TO BE STOCKPILED ON THE SITE SHALL BE STORED IN AS SMALL AN AREA AS PRACTICAL AND THE LOCATION OF ANY STOCKPILE SHALL BE WELL CLEAR OF THE BUILDING PAD AREA AND THE LOCATION MUST BE PRE-APPROVED BY THE ENGINEER AND OWNER PRIOR TO STOCKPILING. 16.QUANTITIES SHOWN HERE ARE APPROXIMATE AND ARE PROVIDED FOR CONVENIENCE ONLY AND NOT FOR BID PURPOSES. CONTRACTOR SHALL VERIFY QUANTITIES NECESSARY TO DEMO FACILITIES SHOWN. 17.ASBESTOS OR HAZARDOUS MATERIAL, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIAL CONTRACTOR. REFERENCE ARCHITECTURAL PLANS FOR LIMITS OF BUILDING DEMOLITION. PARKING INFORMATION **TOTAL PARKING PROVIDED TOTAL PARKING RATIO BUILDING SQ. FT.SPACES SPACES APPROX. 150,158 SF (EXISTING)837 SPACES (EXISTING)5.57/1,000 SF OF BUILDING AREA APPROX. 154,705 SF (PROPOSED)825 SPACES (PROPOSED)5.33/1,000 SF OF BUILDING AREA PROPOSED PARKING INCLUDES 41 PICKUP STALLS *EXISTING BUILDING SQUARE FOOTAGE FROM WALMART'S ELECTRONIC OWNER'S MANUAL ** PARKING COUNT IS FROM WALMART'S ELECTRONIC OWNER'S MANUAL AND DOES NOT INCLUDE CART CORRALS *** ALL PICKUP PARKING STALLS TO BE A MINIMUM OF 10'X18' (12' O.C.) IN VICINITY OF CANOPY. ADDITIONAL PICKUP STALLS INDICATED ON PLAN TO MATCH TYPICAL DIMENSIONS SHOWN. SITE PLAN SCHEDULE NOTES SITE LEGEND C1.1 31 32 SD 33 DEMOLITION AND SITE PLAN 1 1 1 2 2 3 4 4 4 4 5 5 5 5 55 6 7 8 8 10 10 10 10 10 9 9 11 12 13 13 14 14 14 14 15 8 15 15 15 16 17 19 TYP. TYP. 19 TYP.19 TYP. 19 TYP. 20 TYP. 20 TYP. 18 21 21 22 TYP. 22 TYP.22 TYP. 22 TYP. 22 TYP. 23 TYP.23 TYP. 23 TYP.23 TYP. 24 24 24 39 TYP. 25 26TYP. 27 32 34 3430 31 33 29 PERVIOUS AREAS TABLE REDUCTION IN PERVIOUS AREAS PROPOSED PERVIOUS AREAS NET PERVIOUS AREA LOSS 1151.50 SF 331.00 SF 820.50 SF 15ADJUST TO GRADE 28 32 35 36 37 38 37 38 36 36 38 35 38 35 38 35 38 39 TYP. 21 24 24 STIPULATION FOR REUSETHIS DRAWING WAS PREPARED FORUSE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON AND IT IS NOTSUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USEOF THIS DRAWING FOR REFERENCE OREXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLYLICENSED ARCHITECTS AND ENGINEERS.REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TOTHE LAW.DRAWN BY: CHECKED BY: DOCUMENT DATE: PROTO: PROTO CYCLE: DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION SHEET: ISSUE BLOCKRENTON, WASHINGTON10.09.2020RENTON, WASHINGTIONSTORE NO. 2516-249JOB NUMBER: 2019.0203JSB RCJ 150 08.28.2020 10.09.2020 Architect of Record +engineering Fax: 479.636.1209 Phone: 479.636.3545 Rogers Arkansas 72758 2809 Ajax Avenue Suite 100 Unified Business ID No. 602 491 668 Washington License No. 8855 William Douglas Hurley architecture GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 3 12.18.2020 CCD#3 1 A 2 3 4 5 6 7 8 9 10 11 B C D E F G H I 35 3 1 1 XXX X X X X X X X X X X XXXXXXXXXXXXXXEXIST I N G S T O R A G E 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 2019 21 22 23 24 25 26 27 2928 30 31 32 33 34 35 36 37 38 39 40 41 2' 10'18'15.12'6.65' R 1 0 'R2'16.12'40.38'2.67'9.5' 9.5'20'20'20'20'9.5' 9.5'19.5'9.5' 9.5'19.5'19.1' 4' 7.33'24'24.57'24.5'7.33'7.33'R2'3'3'7'7'12' \A1;12' C1.2 SD EXISTING BUILDING TO REMAIN EXISTING BOLLARD TO REMAIN EXISTING FENCE TO REMAIN EXISTING CURB & GUTTER TO REMAIN EXISTING STORM INLET TO REMAIN EXISTING SIGN TO REMAIN EXISTING SITE LIGHTING TO REMAIN EXISTING SITE LIGHTING TO BE RELOCATED EXISTING STORM SEWER MANHOLE TO REMAIN EXISTING FIRE HYDRANT TO BE RELOCATED PROPOSED FIRE HYDRANT EXISTING IRRIGATION VALVE TO REMAIN EXISTING CONCRETE PAVEMENT EXISTING ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT SEAL COAT TO REMOVE EXISTING STRIPING FOR NEW PICKUP STALLS AND ASSOCIATED PARKING STALL MODIFICATIONS. EXISTING ASPHALT TO BE REMOVED PROPOSED PICK-UP SIGN PROPOSED CURB AND GUTTER PROPOSED SAWCUT LINE AND LIMITS OF REMOVAL PROPOSED OGP CANOPY X X 1 inch = 20 ft. ( IN FEET ) GRAPHIC SCALE 020 20 40 8010DYHKEY MAP NOT TO SCALE SITE NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TO BEGINNING WORK AND IS RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TO COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTING WORK. NOTE: CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. GENERAL CONTRACTOR'S SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL DIMENSIONING PRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENCHMARK, BASIS OF BEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAME HORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS. PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER AND ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK. CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. R Know what's before you dig. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. SITE LEGEND HORIZONTAL CONTROL PLANSTIPULATION FOR REUSETHIS DRAWING WAS PREPARED FORUSE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON AND IT IS NOTSUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USEOF THIS DRAWING FOR REFERENCE OREXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLYLICENSED ARCHITECTS AND ENGINEERS.REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TOTHE LAW.DRAWN BY: CHECKED BY: DOCUMENT DATE: PROTO: PROTO CYCLE: DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION SHEET: ISSUE BLOCKRENTON, WASHINGTON10.09.2020RENTON, WASHINGTIONSTORE NO. 2516-249JOB NUMBER: 2019.0203JSB RCJ 150 08.28.2020 10.09.2020 Architect of Record +engineering Fax: 479.636.1209 Phone: 479.636.3545 Rogers Arkansas 72758 2809 Ajax Avenue Suite 100 Unified Business ID No. 602 491 668 Washington License No. 8855 William Douglas Hurley architecture GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 3 12.18.2020 CCD#3 HORIZONTAL CONTROL PLAN 1 A 2 3 4 5 6 7 B C D E F 3 PickupPickupPickupPickup 1 2 2 1 Pickup1 1 inch = 60 ft. ( IN FEET ) GRAPHIC SCALE 060 60 120 24030 PROPOSED PICKUP PICK-UP SIGNAGE, RIGHT. SEE DETAIL SHEET C3. PROPOSED PICKUP PICK-UP SIGNAGE, LEFT. SEE DETAIL SHEET C3. SIGNAGE & STRIPING SCHEDULE NOTES SITE SIGNAGE NOTES 1.THIS PLAN WAS PREPARED BASED ON THE ORIGINAL CONSTRUCTION PLANS PREPARED BY PACLAND, DATED 05/09/2014. THIS PLAN IS FOR ILLUSTRATIVE PURPOSES ONLY. ACTUAL FIELD CONDITIONS MAY VARY SIGNIFICANTLY FROM THIS DRAWING. 2.REFERENCE SITE DETAILS FOR SIGN LOCATION & VESTIBULE CROSSWALK DETAILS FOR SITE SIGNAGE OFFSETS. SITE SIGNAGE LEGEND PROPERTY LINE PROPOSED PATH OF TRAVEL FOR PICKUP CUSTOMER. PROPOSED PICKUP AREA 1 2 C2 SW 7TH STREET RAINIER AVENUE S.HARDIE AVENUE SWDIRECTIONAL SIGNAGE PLANSTIPULATION FOR REUSETHIS DRAWING WAS PREPARED FORUSE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON AND IT IS NOTSUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USEOF THIS DRAWING FOR REFERENCE OREXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLYLICENSED ARCHITECTS AND ENGINEERS.REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TOTHE LAW.DRAWN BY: CHECKED BY: DOCUMENT DATE: PROTO: PROTO CYCLE: DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION SHEET: ISSUE BLOCKRENTON, WASHINGTON10.09.2020RENTON, WASHINGTIONSTORE NO. 2516-249JOB NUMBER: 2019.0203JSB RCJ 150 08.28.2020 10.09.2020 Architect of Record +engineering Fax: 479.636.1209 Phone: 479.636.3545 Rogers Arkansas 72758 2809 Ajax Avenue Suite 100 Unified Business ID No. 602 491 668 Washington License No. 8855 William Douglas Hurley architecture GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 3 12.18.2020 CCD#3 1 A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 B C D E F G H I J K L M N O P Q 3 FINISH LEGEND P76 WALMART BLUE P5E SAFETY YELLOW SEE REMOVABLE SQUARE TUBE POST 3000 P.S.I. P.C. CONCRETE BASE SLOPE TOP OF CONCRETE GALVANIZED SQUARE TUBE GROUND SURFACE TYPICAL DIRECTIONAL SIGNAGE IN CURBED ISLAND USE 4" SCH. 40 STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNDED AND PAINTED TRAFFIC YELLOW TYPICAL DIRECTIONAL SIGNAGE IN PAVEMENT 3000 P.S.I. P.C. CONCRETE BASE SLOPE TOP OF CONCRETE GALVANIZED SQUARE TUBE GROUND SURFACE 2'-0"1'-0"1'-0"2'-0"4'-0" MAXNOTES: 1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. SIGN LOCATIONS - 90° PARKING CURBED ISLAND - 90° POST WITH SIGN(S) LAYOUT PER STRIPING DETAIL/SITE PLAN EQ EQ 4' - 0"‫SIGN LOCATIONS - 90° PARKING PAINTED ENDCAP - 90° POST WITH SIGN(S) LAYOUT PER STRIPING DETAIL/SITE PLAN NEVER LESS THAN 9' (UNLESS STOP SIGN IS USED) EQ EQ 4' - 0"‫DRIVEN DIRECTLY INTO GROUND GROUND SURFACE TYPICAL DIRECTIONAL SIGNAGE DRIVEN DIRECTLY INTO GROUND4'-0" MAX2'-0"2'-6"4'-0" MAX\A1;4'-0" MAX TYPICAL PARKING SIGNAGE IN PAVEMENT 3000 P.S.I. P.C. CONCRETE BASE SLOPE TOP OF CONCRETE GROUND SURFACE U-BOLT NUT LOCATIONS ADDITIONAL SPARK PICKUP SIGN ON BACK WHEN BACK FACES PUBLIC STREET. ALIGN TO TOP. BOLT LOCATIONS PER STANDARD WITH SPACER AS FOR LEVEL SIGN MOUNTING 1'-0"2'-6"1'-0" BEGIN NUMBERING AT STALL CLOSEST TO THE PICKUP DOOR.2'-0"6'-2"1'-0"1'-0" 3000 P.S.I. P.C. CONCRETE BASE SLOPE TOP OF CONCRETE GROUND SURFACE U-BOLT 2'-0"6'-2"FRONT VIEW SIDE VIEW USE 4" SCH. 40 STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNDED AND PAINTED TRAFFIC YELLOW "K" SIGN HOSE CLAMP PLAN VIEW PARTIAL ELEVATION GROUND SURFACE 5/16" GR. 5 FLANGED BOLT 5/16" GR. 5 SERRATED FLANGED NUT REMOVABLE SQUARE TUBE POST NOTES: 1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2.GALVANIZED SQUARE TUBE POST TUBES - 2"x2"x3/16" 12ga POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. ANCHOR TUBE - 2-1/4"x2-1/4"x3/16" 12ga HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123. THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP WITH 3"MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE. N.T.S. PICKUP RIGHT PICKUP AHEAD PICKUP LEFT VERTICAL PICKUP PHONE NUMBER RESERVED PICKUP HOURS STOP THANKS FOR ORDERING PICKUP RIGHT PHARMACY LEFT PICKUP LEFT PHARMACY RIGHT RESERVED WAITING WAITING SPACES AHEAD WAITING SPACES RIGHT WAITING SPACES LEFT DESCRIPTION DIMENSIONS 18 X 36 18 X 24 18 X 24 18 X 24 18 X 24 18 X 24 18 X 24 18 X 24 18 X 24 18 X 36 8 X 18 18 X 18 18 X 36 18 X 24 3 2 41 41 41 QUANTITY PICKUP EXTERIOR SIGN SCHEDULE %%UPICKUP EXTERIOR SIGN SCHEDULE{\Fsimplex|c0;ALL PICKUP WAY FINDING AND STALL SIGNS ARE WALMART SUPPLIED AND CONTRACTOR INSTALLED. CONTRACTOR TO PLACE SIGN ORDER AT LEAST 3 WEEKS IN ADVANCE. ORDER SHALL BE SENT VIA EMAIL TO GETTY THOMAS (Getty.Thomas@walmart.com) AND BRAD KEENER (Bradley.Keener@walmart.com). REQUEST SHALL CONTAIN A DELIVERY ADDRESS, DESIRED DELIVERY DATE, AND ANY SITE SPECIFIC SIGN SIZE AND/OR COLORS BASED ON APPROVED PLANS. } PAVING DETAILS ASPHALT PAVING STANDARD DUTY 12/04/08DTPAVING N.T.S. P.C.CONC. 7" SCARIFIED & RECOMPACTED SOIL 1.5" ACC SURFACE COURSE 5" AGGREGATE BASE COURSE 1.5" ACC BINDER COURSE 12" \A1;12" PROOFROLL EXPOSED SUBGRADE SOILS. PLACE MOISURE CONDITIONED, PROPERLY COMPACTED SUB-BASE PER WAL-MART SPECIFICATION 02300. PER SPECIFICATION 02715 NOTE: GUTTER SLOPE TO MATCH 1" MAX. RADIUS 1/2" MIN. RADIUS TYPE "A" CONCRETE CURB AND GUTTER 1" MAX. RADIUS 1/2" MIN. RADIUS N.T.S. 18" MIN.24" MAX.FACE OF CURBBACK OF CURB12"6" 6" 6"17" MAX. 11" MIN. 1" SEE PAVING DETAILS FOR SUBGRADE AND COMPACTION ASPHALTIC CONCRETE PAVING PAVEMENT SECTIONS, SUBBASE,REQUIREMENTS. CONTRACTOR TO PROVIDE PRIME COAT AND TACK COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. P.C. CONCRETE ADJACENT PAVEMENT, TRAVERSE AND LONGITUDINAL. \A1;12" 12/17/04DTCURBA C3 PAINTED TRAFFIC WHITE 6" TYP 8" TYP7'-4"2'-0" TYP {ASSOCIATE PATH DETAIL N.T.S} %%U"PICKUP" PARKING STALL DETAIL (AT CANOPY) PICKUP LANE STRIPING. PAINT TRAFFIC WHITE, TYP.MATCH EXISTING STALL LENGTH10'-0" TYP G.C. TO SEAL COAT STRIPING PER SPEC SECTION 02787 ℄℄ 2'-0" TYP 12'-0" TYP PICKUP PARKING SIGNAGE CENTERED BETWEEN STRIPES, MOUNTED ON BOLLARD SIGN POST IN LINE WITH CANOPY COLUMNS OR TO COLUMN POST. WALMART FURNISHED, CONTRACTOR INSTALLED. REF SITE PLAN BASE DETAILS. N.T.S. STOP FOR PEDESTRIANS LEGEND, BORDER - BLACK BACKGROUND - WHITE (RETROREFLECTIVE) STOP SYMBOL - RED (RETROREFLECTIVE) R1-5b NOTE: SIGNS SHALL HAVE DIAMOND GRADE, ASTM TYPE XI, SHEETING. \A1;30" \A1;30" N.T.S. {\Fsimplex|c129;\L"PICKUP" SIGNAGE} SIGNS FURNISHED BY WALMART, ATTACHMENT TO WALL OR BOLLARD BY G.C. Stall Designation Signs 18" x 18" Logo Signs (Small) 18" x 8" Call In Sign 18" x 8" Logo Signs (Large) 36" x 18" Directional Signs (Left / Straight / Right) 18" x 24" Also Pickup Hours sign size 2.25 SF 1.00 SF 1.00 SF 3.00 SF Parking Stall Placard %%USINGLE POST WITH BOLLARD %%USIGN LOCATIONS - 60%%D PARKING %%UPAINTED ENDCAP - 60%%d%%U %%USIGN LOCATIONS - 90%%D PARKING %%UPAINTED ENDCAP - 90%%D%%U %%USQUARE TUBE BREAK AWAY POST PLAN VIEW PARTIAL ELEVATION SURFACE %%USINGLE POST WITH BREAK AWAY POST %%USIGN LOCATIONS - 60%%D PARKING %%UCURBED ISLAND - 60%%d%%U %%USIGN LOCATIONS - 90%%D PARKING %%UCURBED ISLAND - 90%%d%%U N.T.S. {\LSIGN MOUNTING AND BASE} %%UOR %%UOR NO SIGNS SHALL BE LOCATED WITHIN SHADED AREAS SHOWN IN DETAILS NOTE: ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE BFR ARE TO BE INSTALLED ON A SINGLE POST WITH NOTE: SIGNS SHALL HAVE DIAMOND GRADE, ASTM TYPE XI, SHEETING. {NOTES FOR SINGLE POST WITH BOLLARD:} 1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2.GALVANIZED SQUARE TUBE POST TUBES - 2"X2" 12ga POST TUBE SHALL MEET ASTM A1011 GRADE 50. POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90.EDGE OF TRAVEL WAYPAVED SURFACE {NOTES FOR SINGLE POST WITH BREAK AWAY POST: }1.ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2.GALVANIZED SQUARE TUBE POST TUBES - 2"X2" 12ga POST TUBE SHALL MEET ASTM A1011 GRADE 50. POST TUBE GALVANIZED AS PER ASTM A653 GRADE 90. ANCHOR TUBE - 2-1/4"x2-1/4" 12ga HEAVY DUTY ANCHOR TUBE SHALL MEET ASTM A500 GRADE B. STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP GALVANIZED PER ASTM A123. THE UPPER SIGN POST SHALL TELESCOPE INSIDE THE ANCHOR TUBE A MINIMUM OF 12". THE ANCHOR TUBE SHALL BE A MINIMUM 27" DEEP WITH 3" MIN. 4" MAX. EXPOSED ABOVE FINISH GRADE. \A1;18"%%C\A1;4'-0"\A1;4'-0"\A1;3'-0"\A1;7'-0" (MIN.)GALVANIZED SQUARE TUBE USE 4" SCH. 40 STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNDED AND PAINTED TRAFFIC YELLOWSLOPE TOP OF CONCRETE 3500 P.S.I. P.C. CONCRETE BASE EDGE OF TRAVEL WAY\A1;4'-0"\A1;7'-0" (MIN.)NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0" GALVANIZED SQUARE TUBE SLOPE TOP OF CONCRETE 3500 P.S.I. P.C. CONCRETE BASE SEE BREAK AWAY TUBE POST \A1;12"%%C\A1;27"GROUND SURFACE \A1;3" MIN. - 4" MAX.5/16" GR. 5 SERRATED FLANGED NUT5/16" GR. 5 FLANGED BOLT \A1;4'-0" NEVER LESS THAN 9' (UNLESS STOP SIGN IS USED)\A1;4'-0"\A1;VARIES DEPENDING ON CURB RADIUS\A1;4'-0" NEVER LESS THAN 9' (UNLESS STOP SIGN IS USED)\A1;4'-0"\A1;VARIES DEPENDING ON CURB RADIUSLAYOUT PER STRIPING DETAIL/SITE PLANLAYOUT PER STRIPING DETAIL/SITE PLAN 30" "STOP" SIGN MOUNTED TO POST WITH BREAK AWAY POST 36" "STOP" SIGN SHALL BE INSTALLED ON POST WITH 30" "STOP" SIGN MOUNTEDTO POST WITH BREAKAWAY POST36" "STOP" SIGN SHALL BEINSTALLED ON POST WITHBOLLARD"STOP FOR PEDESTRIAN" SIGN ON POST (ALL SIGNS EQUAL TO OR GREATER THAN 36" IN WIDTH SHALL BE MOUNTED ON POST WITH BOLLARD)"STOP FOR PEDESTRIAN" SIGN ON POST (ALL SIGNS EQUAL TO OR GREATER THAN 36" IN WIDTH SHALL BE MOUNTED ON POST WITH BOLLARD) NEVER LESS THAN 9' (UNLESS STOP SIGN IS USED) NEVER LESS THAN 9' (UNLESS STOP SIGN IS USED) LAYOUT PER STRIPING DETAIL/SITE PLANLAYOUT PER STRIPING DETAIL/SITE PLAN \A1;4'-0"\A1;4'-0""STOP" SIGN ONLY - ON POST WITH BOLLARD \A1;4'-0"\A1;4'-0"\A1;4'-0"\A1;4'-0""STOP FOR PEDESTRIAN" SIGN ON POST WITH BOLLARD"STOP FOR PEDESTRIAN" SIGN ON POST WITH BOLLARD "STOP" SIGN ONLY - ON POST WITH BOLLARD NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0" NO SIGNS SHALL BE LOCATED WITHIN SHADED AREAS SHOWN IN DETAILSNO SIGNS SHALL BE LOCATED WITHIN SHADED AREAS SHOWN IN DETAILSNO SIGNS SHALL BE LOCATED WITHIN SHADED AREAS SHOWN IN DETAILS %%UDOUBLE POST WITH BREAK AWAY POSTS GROUND SURFACE EDGE OF TRAVEL WAYGALVANIZED SQUARE TUBE SLOPE TOP OF CONCRETE 3500 P.S.I. P.C. CONCRETE BASE SEE BREAK AWAY TUBE POST NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0" GROUND 36" STOP SIGN NOTE:SIGNS SHALLHAVEDIAMONDGRADE, ASTMTYPE XI,AT CROSSWALKS AT INTERSECTIONS AT INTERSECTIONS AT INTERSECTIONSAT CROSSWALKS SITE DETAILS (SHEET 1) DO NOT ENTER N.T.S. "DO NOT ENTER" SIGN R5-1 WHITE REFLECTIVE SIGN WITH RED DISC, WHITE LETTERING AND HORIZONTAL WHITE LINE WHITE LEGEND RED BACKGROUNDR1-1N.T.S. 30"X30" STOP SIGN %%UWITHIN PARKING LOTNOTE:SIGNS SHALL HAVEDIAMOND GRADE,ASTM TYPE XI,SHEETING.\A1;30" \A1;30"STIPULATION FOR REUSETHIS DRAWING WAS PREPARED FORUSE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON AND IT IS NOTSUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USEOF THIS DRAWING FOR REFERENCE OREXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLYLICENSED ARCHITECTS AND ENGINEERS.REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TOTHE LAW.DRAWN BY: CHECKED BY: DOCUMENT DATE: PROTO: PROTO CYCLE: DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION SHEET: ISSUE BLOCKRENTON, WASHINGTON10.09.2020RENTON, WASHINGTIONSTORE NO. 2516-249JOB NUMBER: 2019.0203JSB RCJ 150 08.28.2020 10.09.2020 Architect of Record +engineering Fax: 479.636.1209 Phone: 479.636.3545 Rogers Arkansas 72758 2809 Ajax Avenue Suite 100 Unified Business ID No. 602 491 668 Washington License No. 8855 William Douglas Hurley architecture GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 3 12.18.2020 CCD#3 3 ARROWS SHALL BE PAINTED , TYPSEE SITE PLAN FOR TYPE OF ARROW (RIGHT, LEFT OR AHEAD) 1'-0"1'-0"6'-4"4" 4'-3"5'-4"4" 1'-0" 4" 5'-4" 1'-0" 4" 5'-4" 4'-3" 1'-0" 4" 5'-4" P126 3'-7" 3'-7" NOTE: PAVEMENT MARKING SHALL MEET UNISPEC SECTION 02765 - PAVEMENT MARKING G.C. TO ORDER SIGN STENCILS FROM JONATHON THOMPSON AT OUTLINE INDUSTRIES OR CALL 1.800.STENCILS C4 7. DETAIL FOR 39' POLE WITH MAX. FIXTURE EPA 4.6 SQ.FT. 1. 3500 PSI MIN. 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING STEEL 2. IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETE. 3. FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED OR PROPERLY COMPACTED 4. FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END BEARING OF 2000 PSF. 5. FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE 6. FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL SOIL PRESSURE OF 1000 PSF, UTILIZING AASHTO FIGURE 1.8.2C(4) OF "EMBEDMENT OF POSTS %%UTYPICAL ANCHOR BOLT SPACING8 27/32"%%uDETAIL "C"PATTERNSQUARE6 1/4"RADIUS CONCRETE) (MAX 1" FROM LEVELING NUT GROUNDING LUG WELDEDCOVER REQUIRED TWO PIECE BOLT LOCKING WASHER TO INSIDE OF POLE NUT WASHER 12 1/2" ANCHOR BOLT BOLT CIRCLE COPPER #KC20 SERVIT ATTACHED TO GROUNDING LUG #4 GROUND CABLE ATTACHED TO GROUND ROD NUT AND BOLT OR BURNDY SCRULUG AND TIN PLATED BURNDY COPPER #KPA4C BOLT PROJECTION 5" MIN., 5.5" MAX. SPECIFICATIONS BASE PLATE PER WITH OVERTURNING LOADS". FILL PER SPECIFICATIONS. VALUE OF 1000 PSF. NOTES: 2' BELOW FROST LINE BARS SHALL BE FIELD TIED. WELDING NOT PERMITTED. SUPPORT REINFORCEMENT IN THE FORMWORK DURING CONCRETE OPERATION. ITS PROPER LOCATION FROMVERTICAL AND HORIZONTAL MANUFACTURER'S (SEE SITE PLAN FOR BOLT COVER TYPICAL %%USECTION "B-B" ORIENTATION TO BUILDING) LIGHT FIXTURE ORIENTATION RECOMMENDATION 12 1/2"2'-0"CONDUIT AS REQUIRED BASE PLATE BOLT HOLE POLE BASE PLATE AND POLE-TO-BASE PLATE WELD SHALL COMPLY WITH AWS SPECS. AT TOP AND BOTTOM %%USECTION "A-A" BOLT PATTERN PER OF BASE PLATE ANCHOR TYP 45%%d BOLTS C #3 TIES AT 16" O.C.4-#8 VERTICAL REINFORCING BARS PLACED ADJACENT TO ANCHOR BOLTS 8 27/32"HANDHOLE WITH COVER REMOVED 24" DIA. CONCRETE FOUNDATION 0'-3 3/4" FINISH GRADE DETAIL "C"2.0'Min.A 4"x 6" MIN. 1'-6" FROM BASE OF POLE. HAND HOLE WITH COVER INSTALLATION IN CONCRETEPAVING REQUIRES CONTINUOUS1/2" EXPANSION JOINT MATERIALALL AROUND. SEAL WITH JOINT SEALER PER SPECIFICATIONS 5/8"x 12' (MIN) COPPERWELD GROUND ROD CONNECTED TO EQUIPMENT GROUND WIRE AT GROUND LUG IN POLE 4-#8x8' (MIN) LONG BARS EQUALLY SPACED #3 TIES @ 16" O.C. MAX 3" MINIMUM COVER TYP \A1;24" DIAMETERTYP3"MIN\A1;12"MIN\A1;6'-0"5/8"x 12' COPPERWELD GROUND ROD CONNECTED TO EQUIPMENT GROUND WIRE AT GROUND LUG IN POLE CONNECT ALL EQUIPMENT GROUND CONDUCTORS TO TEMPORARY CAP ALL CONDUIT GROUNDING LUG IN POLE A 30" -36"\A1;12"TYPICAL LIGHTING POLE BASE DETAIL 10/02/07 PROVIDE JUNCTION BOX ON POLES DESIGNATED WITH "CAM" SUFFIX ONLY (I.E. BV-CAM). REFER SITE PLAN FOR SECURITY POLE LOCATIONS. JUNCTION BOX (POLES DESIGNATED WITH "CAM" SUFFIX ONLY, I.E. BV-CAM), LOCATE BETWEEN TOP AND SECOND TIES JUNCTION BOX (POLES DESIGNATED WITH "CAM" SUFFIX ONLY, I.E. BV-CAM), FLUSH WITH FACE OF LIGHT POLE BASE. LOCATE JUNCTION BOX TOWARDS FRONT OF BUILDING. JUNCTION BOX SHALL BE CARLON PART NUMBER E1212C24 WITH E1212DIV FIELD INSTALLABLE DIVIDER REFER SPECIFICATIONS (4) ANCHOR BOLTS 1.25" DIA. x 42" LONG x 6" HOOK 1" MIN. LIGHTING CONDUIT 2" SECURITY CAMERA CONDUIT (POLES DESIGNATED WITH "CAM" SUFFIX ONLY, I.E. BV-CAM) TYPICAL LIGHTING POLE BASE DETAIL N.T.S. 8. ALL LIGHT POLE BASE FOUNDATIONS SHALL BE CAST-IN-PLACE. PRE-CAST LIGHT POLE BASE FOUNDATIONS ARE NOT ACCEPTABLE. IF SUPPLIED BY SITE LIGHTING VENDOR EXISTING SALVAGED POLE. POLE SHALL BE MADE PLUMB WITH LEVELING NUTS. %%UELEVATION WAL-MART LIGHT BASE DETAIL N.T.S. NOTES: 1. EXPOSED CONCRETE SHALL BE PAINTED TRAFFIC YELLOW. WAL-MART LIGHT BASE10/02/07 TRAFFIC YELLOW (SEE NOTE 1) N.T.S. %%UDIRECTIONAL PAVEMENT MARKINGS SAW CUT EXISTING PAVEMENT (TYP.) 1' NEW TOP ASPHALT COURSE NEW BINDER AND BASE ASPHALT COURSE NEW SUBBASE COURSE EXTEND NEW TOP COURSE 1 FOOTPAST TRENCH AND OVER EXISTINGBINDER TACK COAT EXISTING EDGES OF PAVEMENT MINIMUM 2' WIDE OR 6" MIN. EITHER SIDE OF UTILITY, WHICHEVER IS GREATER UTILITY CONDUIT IF UNSTABLE MATERIAL IS ENCOUNTERED, EXCAVATE TO OBTAIN A STABLE BOTTOM EXISTING SUBBASE EXISTING TOP ASPHALT1' 1' BACKFILL PER EARTHWORK SPECIFICATION LIMIT OF TRENCH EXCAVATION UTILITY TRENCH DETAIL NTS ASPHALT C PAINTED TRAFFIC YELLOW ALL PIPES SHALL BE C SYM. ABOUT LPAVEMENT OR FINISHED GRADE FILL POST w/ CONCRETE 6" SCH. 40 STEEL PIPE FILLED W/ CONC. WITH TOP ROUNDED. NOTE: (TYP.) CONCRETE MINIMUM 3500 PSI P.C.WHEN IN GROUPSDTGRDPST PIPE BOLLARD N.T.S. 1'-6"4'-0"8-0"2'-0" 08/17/09 3"MIN. OVER FOOTING 3" COVER ANGLE TO ENSURE PROPER DRAINAGE CONTRACTOR TO MAINTAIN POSITIVE DOWNSPOUT LEADER FROM BUILDING. AS NECESSARY TO ACCOMMODATE CONTRACTOR TO ADJUST ANGLE { U.S PAT No. 4365829 CANADIAN PAT. No. 1171114 USE HOLE SAW CORE BITS FOR PVC, RIBBED AND POLYETHYLENE PIPE. USE DIAMOND CORE BITS FOR CONCRETE, CLAY, D.I. AND FIBERGLASS PIPE. TOOLS REQUIRED: 1. HAND HELD DRILL WITH HOLE SAWS RECOMMENDED FOR 4" 6" & 8" INSERTA TEEs. TIE DOWN CORING MACHINE RECOMMEND FOR 10" & 12" INSERTA TEEs. AND ALL DIAMOND BITES. 2. BITS INSERTA TEE SIZE BITE (HOLE) DIAMETER 4" (100mm). . . . . . . . . . .4 1/2" (112.5mm) 6" (150mm). . . . . . . . . . .6 1/2" (162.5mm) 8" (200mm). . . . . . . . . . .8 3/4" (218.8mm) 10" (250mm). . . . . . . . . .10 7/8" (271.9mm) 12" (100mm). . . . . . . . . .12 7/8" (321.9mm) 3. 6 lb. (2.7kg) HAMMER AND 2" (50mm) x 4" (100mm) BOARD 4. 16 oz. BOTTLE OF INSERTA TEE SOLUTION SUPPLIED WITH ORDER.} INSERTA TEE INSTALLATION INSTRUCTIONS %%UROOF DRAIN CONNECTION TO STORM SEWER SCALES: NOT TO SCALE IN MAIN LINE. SLOPE OF PIPE SHEET FOR ACTUAL SEE PLAN & PROFILE {\W0.8;% VARIES} { 1. CORE THE PROPER SIZE HOLE. SEE BIT DIAMETERS LISTED ABOVE 2. INSERT THE RUBBER SLEEVE INTO THE CORE HOLE WITH THE GOLD VERTICAL LINE ON THE RUBBER SLEEVE FACING TO THE SIDE OF THE MAINLINE. THE UPPER SEGMENT SHOULD BE ON TOP OF THE WALL OR RIB AND THE LOWER SEGMENT (PVC, RIBBED, & POLYETHYLENE PIPE ONLY) SHOULD BE ON THE INSIDE OF THE PIPE. 3. APPLY THE INSERTA TEE SOLUTION SUPPLIED TO THE INSIDE OF THE RUBBER SLEEVE AND TO THE OUTSIDE OF THE PVC HUB ADAPTER. CAUTION! DO NOT USE AN OIL BASED LUBRICANT! 4. PLACE THE PVC HUB ADAPTER INTO THE RUBBER SLEEVE. MAKE SURE THAT THE RED VERTICAL LINE ON THE PVC HUB ADAPTER IS IN LINE WITH THE GOLD VERTICAL LINE ON THE RUBBER SLEEVE. 5. PLACE THE 2x4 BOARD ONTO THE TOP OF PVC HUB ADAPTER. 6. THE RED HORIZONTAL LINE AT THE TOP OF THE HUB ADAPTER IS A DEPTH MARK. THIS TELLS THE INSTALLER JUST HOW FAR TO DRIVE THE ADAPTER INTO THE RUBBER SLEEVE. DRIVE THE PVC HUB ADAPTER INTO THE RUBBER SLEEVE TO WHERE THE HORIZONTAL RED LINE ON THE PVC HUB ADAPTER MEETS THE TOP OF THE RUBBER SLEEVE. 7. PLACE THE STAINLESS BAND AROUND THE TOP OF THE RUBBER SLEEVE AND TIGHTEN DOWN. PRIVATE 8" STORM SEWER DISTANCE OF 45%%D TO TIE IN VARIESWITH ELEVATION OF STORM MAIN INSERTA TEE INSTALLATION PROCEDURE {\W0.8;PVC ROOF OR CANOPY DRAINS TO BUILDING (SIZE VARIES)} {\W0.8;USE INSERTA TEE TO MAKE CONNECTION TO MAIN} NOT TO SCALECLEAN-OUT DETAIL 1'-0"7 1/2"NOTES LONG SWEEP WYE CLEAN OUT PLUG, 3" BELOW PAVING ASPHALT OR CONCRETE PAVING SEE GRADING PLAN A.CLEAN OUT LOCATIONS INDICATED ON GRADING & UTILITY PLANS B."CO" PROVIDE CLEANOUTS AS SPECIFIED BELOW: -ZURN Z-1400 CLEAN OUTS IN NON-TRAFFIC AREAS & SIDEWALKS -ZURN Z-1449 CLEAN OUTS IN LANDSCAPED AREAS -ZURN Z-1400 HD CLEAN OUTS IN TRAFFIC AREAS WITH A "SERVICE STATION" TYPE MANHOLE, OPW #104 A12 - DOVER CORP./OPW DIV. MANHOLE, FOR TRAFFIC AREAS ONLY 24"X24"X6"D CONCRETE COLLAR IN PAVED AREAS %%uPLAN VIEW %%uSECTION A-A DTWALKPC A NOTE: PROVIDE 1/2" EXPANSION (TYP)NOTE: CONCRETE SIDEWALK 6 x 6 - W1.4 X W1.4 WWF EACH WAY MAX. SPACING, OR WILL BE No. 3 BARS 24" O.C. WHERE REQUIRED REINFORCEMENT 12/17/04 90% STD. PROCTOR (TYP) COURSE COMPACTED TO 4" AGGREGATE BASE N.T.S. (TYP) 5.0' 1/2" RADIUS TOOLED JOINT OR 1" DEEP SAWED JOINT (TYP.) 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35' O.C. MAX. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 5.0'5.0'5.0'5.0'5.0'5.0'B 4" 4"2"(TYP) B A %%uSECTION B-B PC CONCRETE6" TYP (TYP) 2" SLOPE 1/4" /FT. SEE SITE PLAN MAX. 1/2"R(TYP) AND ALL FIXED OBJECTS JOINT BETWEEN SIDEWALK SITE DETAILS (SHEET 2)STIPULATION FOR REUSETHIS DRAWING WAS PREPARED FORUSE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON AND IT IS NOTSUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USEOF THIS DRAWING FOR REFERENCE OREXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLYLICENSED ARCHITECTS AND ENGINEERS.REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TOTHE LAW.DRAWN BY: CHECKED BY: DOCUMENT DATE: PROTO: PROTO CYCLE: DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION SHEET: ISSUE BLOCKRENTON, WASHINGTON10.09.2020RENTON, WASHINGTIONSTORE NO. 2516-249JOB NUMBER: 2019.0203JSB RCJ 150 08.28.2020 10.09.2020 Architect of Record +engineering Fax: 479.636.1209 Phone: 479.636.3545 Rogers Arkansas 72758 2809 Ajax Avenue Suite 100 Unified Business ID No. 602 491 668 Washington License No. 8855 William Douglas Hurley architecture GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 3 12.18.2020 CCD#3 3 \W0.7300;CO \W0.7300;CO SD SD 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 2019 21 22 23 24 25 26 27 2928 30 31 32 33 34 35 36 37 38 39 40 41XXXXXXXXXXXXXXX STSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTS STS STS STS S T S STSSTSSTSSTSSTSSTSSTS STS STS STS STSSTSSTSSTSSTSSTSSTSSTS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STSSTS STS STS STS STS STS STS STS STS STS STS STS STS STSSTSSTSSTSSTSSTSSTSSTS STS STS STS STSSTSSTSSTSSTSEXISTI N G S T O R A G E SEE OGP ENTRANCE/EXIT ENLARGEMENT THIS SHEET FFE=27.55 25 25 25 25 2 5 26 262626 26 2626 27 27 27 262 6 27 2627 26 26 26 26 FFE=27.55 EX SD DROP INLET RIM=24.82 INV. W (12")=21.07 INV. SW (4")=21.27 EX SD DROP INLET RIM=25.62 (RAISE TO 25.85) INV NE (12")=22.62 INV S (8")=23.22 EX SD DROP INLET RIM=25.70 INV N (8")=23.55 SEE OGP RAMP ENLARGEMENT THIS SHEET KEY MAP NOT TO SCALE ME 30.00 25 27 29 FL TBC FFE 1 inch = 20 ft. ( IN FEET ) GRAPHIC SCALE 020 20 40 8010 SITE GENERAL CONTRACTOR'S SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL DIMENSIONING PRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENCHMARK, BASIS OF BEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAME HORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS. PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER AND ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK. NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TO BEGINNING WORK AND IS RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TO COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTING WORK. CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. R Know what's before you dig. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. NOTE: CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. GRADING NOTES 1.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 2.REQUIREMENTS SHOWN ON SITE PLAN SHALL GOVERN. DRAWINGS AND SPECIFICATIONS SHOWING OTHERWISE NOTWITHSTANDING. CONTRACTOR TO POINT OUT ANY DISCREPANCIES TO THE OWNERS REPRESENTATIVE PRIOR TO BID. 3.CONTRACTOR MUST OBTAIN ALL STATE AND CITY STORM WATER DISCHARGE AND EROSION CONTROL PERMITS PRIOR TO ANY DISTURBANCE AND/OR GRADING ACTIVITY. 4.ALL CUT OR FILL SLOPES SHALL BE 4:1 OR FLATTER UNLESS OTHERWISE NOTED. 5.EXISTING GRADE CONTOURS SHOWN AT 1 FOOT INTERVALS. 6.PROPOSED GRADE CONTOURS SHOWN AT 1 FOOT INTERVALS. 7.IF ANY EXISTING STRUCTURES TO REMAIN ARE DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND//OR REPLACE THE EXISTING STRUCTURE AS NECESSARY TO RETURN IT TO EXISTING CONDITIONS OR BETTER. 8.THE CONTRACTOR SHALL ADHERE TO ALL TERMS & CONDITIONS AS OUTLINED IN THE EPA OR APPLICABLE STATE GENERAL NPDES PERMIT FOR STORM WATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES AND THE WALMART SPECIAL CONDITIONS, SECTION 8, ENVIRONMENTAL COMPLIANCE AND STORM WATER POLLUTION PREVENTION. THIS APPLIES TO WALMART BUILT PROJECTS ONLY. 9.CONTRACTORS SHALL ADJUST AND/OR CUT EXISTING PAVEMENT AS NECESSARY TO ASSURE A SMOOTH FIT AND CONTINUOUS GRADE. 10.CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM BUILDINGS FOR ALL NATURAL AND PAVED AREAS. 11.TOPOGRAPHIC INFORMATION IS TAKEN FROM A TOPOGRAPHIC SURVEY BY LAND SURVEYORS. IF THE CONTRACTOR DOES NOT ACCEPT EXISTING TOPOGRAPHY AS SHOWN ON THE PLANS, WITHOUT EXCEPTION, THEN THE CONTRACTOR SHALL SUPPLY, AT THEIR EXPENSE, A TOPOGRAPHIC SURVEY BY A REGISTERED LAND SURVEYOR TO THE OWNER FOR REVIEW. 12.ALL UNSURFACED AREAS DISTURBED BY GRADING OPERATION SHALL RECEIVE 4 INCHES OF TOPSOIL. CONTRACTOR SHALL APPLY STABILIZATION FABRIC TO ALL SLOPES 3H:1V OR STEEPER. CONTRACTOR SHALL STABILIZE DISTURBED AREAS IN ACCORDANCE WITH GOVERNING SPECIFICATIONS UNTIL A HEALTHY STAND OF VEGETATION IS OBTAINED. 13.CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES AND BE CONSTRUCTED TO SAME. 14.GC TO MAINTAIN EGRESS PATH AND FIRE LANE DURING CONSTRUCTION WHEN WORK IS NOT BEING CONDUCTED. LIMIT DISRUPTION OF EXIT AND FIRE LANE DURING CONSTRUCTION. IF WORK REQUIRES THE BLOCKAGE OF THE DOOR OR FIRE LANE, NOTIFY THE STORE MANAGER AND COORDINATE WITH THE FIRE DEPARTMENT. 15.THIS DESIGN IS BASED ON A PREVIOUS SOIL AND FOUNDATION INVESTIGATION. A COPY OF THIS REPORT IS AVAILABLE FOR INSPECTION BY THE CONTRACTORS. 16.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR MINIMIZING DEPOSITION OF ONSITE SEDIMENTS ONTO SURROUNDING PUBLIC STREETS DURING CONSTRUCTION. 17.GENERAL CONTRACTOR TO PROVIDE BARRICADE PROTECTION WITH FLASHING LIGHTS AROUND ALL FOOTINGS, EXCAVATIONS AND ALL OFFSITE WORK. 18.CONTRACTOR RESPONSIBLE FOR ALL WORK NECESSARY FOR FINAL ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY, INCLUDING BUT NOT LIMITED TO AS-BUILT DRAWINGS, INSPECTIONS, TESTING REPORTS AND CERTIFICATIONS. 19.ELEVATIONS FOR THE SITE WERE ESTABLISHED USING NAVD88 VERTICAL DATUM. GRADING LEGEND PICKUP ENTRANCE/EXIT ENLARGMENT SCALE: 1" = 5' C5 EXISTING BUILDING TO REMAIN EXISTING BOLLARD TO REMAIN EXISTING FENCE TO REMAIN EXISTING CURB & GUTTER TO REMAIN EXISTING STORM INLET TO REMAIN EXISTING SIGN TO REMAIN EXISTING SITE LIGHTING TO REMAIN EXISTING SITE LIGHTING TO BE RELOCATED EXISTING STORM SEWER MANHOLE TO REMAIN EXISTING FIRE HYDRANT TO BE RELOCATED PROPOSED PICK-UP SIGN PROPOSED CURB AND GUTTER PROPOSED SAWCUT LINE PROPOSED PICKUP CANOPY EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED CONTOUR PROPOSED SPOT ELEVATION MATCH EXISTING ELEVATION FLOWLINE ELEVATION TOP BACK OF CURB ELEVATION FINISHED FLOOR ELEVATION EDGE OF BUILDING ELEVATION BOTTOM OF RAMP ELEVATION TOP OF RAMP ELEVATION EXISTING SLOPE ARROWS PROPOSED SLOPE ARROWS X X DYHSD 2.00% EX SD DROP INLET RIM=25.36 INV NE (12")=17.46 INV NE (12")=17.56 INV SE (18")=17.62 INV SW (18")=17.46 PICKUP RAMP ENLARGMENT SCALE: 1" = 5' 2.00% EOB BR TR GRADING PLAN FFE = 27.55 FFE = 27.55 STIPULATION FOR REUSETHIS DRAWING WAS PREPARED FORUSE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON AND IT IS NOTSUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USEOF THIS DRAWING FOR REFERENCE OREXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLYLICENSED ARCHITECTS AND ENGINEERS.REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TOTHE LAW.DRAWN BY: CHECKED BY: DOCUMENT DATE: PROTO: PROTO CYCLE: DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION SHEET: ISSUE BLOCKRENTON, WASHINGTON10.09.2020RENTON, WASHINGTIONSTORE NO. 2516-249JOB NUMBER: 2019.0203JSB RCJ 150 08.28.2020 10.09.2020 Architect of Record +engineering Fax: 479.636.1209 Phone: 479.636.3545 Rogers Arkansas 72758 2809 Ajax Avenue Suite 100 Unified Business ID No. 602 491 668 Washington License No. 8855 William Douglas Hurley architecture GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 3 12.18.2020 CCD#3 3 1 A 2 3 4 5 6 7 B C D E F XXXXXXXXXXXDYH W WV IR STSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTS STS STS STS S T S STSSTSSTSSTSSTS STS STS STS STSSTSSTSSTSSTSSTSSTSSTS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STSSTS STS STS STS STS STS STS STS STS STSSTSSTSSTSSTSSTS STS STS STS STSSTSSTSSTSSTSWWW W W W W W W W W W W W W W W WGGGGGGG G G GGGGGGGGGGGEXISTI N G S T O R A G E 2 4 12 15 17 17 17 21 16 19 18 22 24 24 27 27 26 EX SD VAULT RIM: 26.07 INV: 17.47 (12" NE) INV: 17.07 (18" E) INV: 16.97 (12" S) INV: 16.87 (18" NW)EX SD DROP INLET RIM: 25.64 (RAISE TO 25.85) INV: 22.62 (12" NE) INV: 23.22 (8" S) 35 24 1 1 3 9 16 15 16 16 20 21 24 \W0.7300;CO \W0.7300;COWWW W W W W W W W W WWWWW SD SD UEUEUEXXXXXXXXXXXSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTS STS STS STS S T S STSSTSSTSSTSSTS STS STS STS STSSTSSTSSTSSTSSTSSTSSTS STS STS STS STS STS STS STS STS STS STS STS STSSTS STS STS STS STS STS STS STS STS STSSTSSTSSTSSTSSTS STS STS STS WWW W W W W W W W WGGGGGGG G G GGGGGGGGGGGEXISTI N G S T O R A G E 5 13 14 25 31 32 EX SD DROP INLET RIM: 25.70 INV: 23.55 (8" N) 34 33 30 30 ~INV: 20.26 ~INV: 20.35 ~INV: 20.40 APPROX BUILDING CONNECTION INV: 20.43 25 ~INV: 23.42 10.25' @ 0.5% 17.65' @ 0.5% 5.4' @ 0.5% 8.6' @ 1.0% 25 TYP. 5TYP. 5 TYP. 5TYP. 6 7 8 8 8 11 10 1313 23 36 36 37 37 PROP 4' DIA MH RIM=26.17 INV S (18")=17.80 INV W (18")=17.80 PROP 4' DIA MH RIM=27.43 INV E (18")=17.74 INV NW (18")=17.74 21.4' @ 0.10% 56.3' @ 0.10% 38 40 40ASSUME CONNECTION 2.5' BELOW GRADE ASSUME CONNECTION 2.5' BELOW GRADE 39 2.0% MIN SLOPE 39 2.0% MIN SLOPE 41 APPROX INV. 22.80 APPROX INVERT = 23.2 29 41 24.4' @ 3.5% 30.0' @ 3.5% 26 KEY MAP NOT TO SCALE 1 inch = 20 ft. ( IN FEET ) GRAPHIC SCALE 020 20 40 8010 SITE LEGEND SITE GENERAL CONTRACTOR'S SURVEYOR SHALL VERIFY ALL HORIZONTAL CONTROL DIMENSIONING PRIOR TO CONSTRUCTION STAKING. SURVEYOR MUST VERIFY ALL BENCHMARK, BASIS OF BEARING AND DATUM INFORMATION TO ENSURE IMPROVEMENTS WILL BE AT THE SAME HORIZONTAL AND VERTICAL LOCATIONS SHOWN ON THE DESIGN CONSTRUCTION DRAWINGS. PRIOR TO CONSTRUCTION STAKING ANY DISCREPANCY MUST BE REPORTED TO OWNER AND ENGINEER PRIOR TO CONTINUATION OF ANY FURTHER STAKING OR CONSTRUCTION WORK. NOTE: CONTRACTOR MUST COORDINATE WORK WITH UTILITY COMPANY AND CITY PRIOR TO BEGINNING WORK AND IS RESPONSIBLE FOR ALL MATERIALS, LABOR, REPAIRS, ETC. TO COMPLETE WORK AND RESTORE AREA TO SAME STATE PRIOR TO STARTING WORK. CAUTION - NOTICE TO CONTRACTOR 1.ALL UTILITY LOCATIONS SHOWN ARE BASED ON MAPS PROVIDED BY THE APPROPRIATE UTILITY COMPANY AND FIELD SURFACE EVIDENCE AT THE TIME OF SURVEY AND IS TO BE CONSIDERED AN APPROXIMATE LOCATION ONLY. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE LOCATION OF ALL UTILITIES, PUBLIC OR PRIVATE, WHETHER SHOWN ON THE PLANS OR NOT, PRIOR TO CONSTRUCTION. REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO CONSTRUCTION. R Know what's before you dig. 2.WHERE A PROPOSED UTILITY CROSSES AN EXISTING UTILITY, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE HORIZONTAL AND VERTICAL LOCATION OF SUCH EXISTING UTILITY, EITHER THROUGH POTHOLING OR ALTERNATIVE METHOD. REPORT INFORMATION TO THE ENGINEER PRIOR TO CONSTRUCTION. NOTE: CONTRACTOR RESPONSIBLE FOR AS-BUILT DRAWINGS, TESTS, REPORTS AND/OR ANY OTHER CERTIFICATES OR INFORMATION AS REQUIRED FOR ACCEPTANCE OF WORK FROM CITY, UTILITY DISTRICTS OR ANY OTHER GOVERNING AGENCY. NOTE: CONTRACTOR SHALL PROTECT ALL EXISTING SURVEY MONUMENTATION. CONTRACTOR SHALL HAVE LICENSED SURVEYOR REPLACE ANY DAMAGED OR DISTURBED MONUMENTATION AT THEIR COST. EXISTING 12" WATER MAIN SECTION TO BE REMOVED. EXISTING 6" WATER PIPE SECTION TO BE REMOVED. EXISTING LIGHT POLE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION. EXISTING FIRE HYDRANT ASSEMBLY TO BE RELOCATED. SALVAGE EXISTING HYDRANT AND REUSE. PROPOSED 45° BEND W/ THRUST BLOCK PER CITY OF RENTON STANDARDS AND DETAILS. PROPOSED 12"x12"x6" TEE W/ THRUST BLOCK PER CITY OF RENTON STANDARDS AND DETAILS. PROPOSED FIRE HYDRANT ASSEMBLY PER CITY OF RENTON STANDARDS AND DETAILS. REUSE EXISTING HYDRANT. PROPOSED 12" WATER MAIN PER CITY OF RENTON STANDARDS AND DETAILS. EXISTING SITE LIGHTING TO BE REMOVED AND RELOCATED. CONTRACTOR SHALL SALVAGE EXISTING LIGHT POLE AND FIXTURE FOR RE-USE. PROPOSED UNDERGROUND ELECTRICAL LINE. CONTRACTOR TO INSTALL NEW LINE FROM EXISTING LIGHT POLE TO PROPOSED PROPOSED LIGHT POLE LOCATION. PROPOSED ELECTRICAL CONDUIT TO CANOPY. SEE ELECTRICAL PLAN. EXISTING 15' UTILITY EASEMENT (REC NO. 9704011446) PROPOSED 15' UTILITY EASEMENT PROPOSED 10' UTILITY EASEMENT EXISTING 15' UTILITY EASEMENT TO BE VACATED EXISTING STORM SEWER TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING STORM INLET TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING STORM VAULT TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING WATER MAIN TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING WATER MANHOLE TO BE REMOVED. 12" VALVE EQUIPMENT WITHIN MANHOLE TO BE SALVAGED AND RELOCATED TO PROPOSED WATER MANHOLE LOCATION. EXISTING GAS LINE TO REMAIN AND BE PROTECTED THROUGHOUT CONSTRUCTION EXISTING WATER VALVE TO BE REMOVED PROPOSED CONNECTION TO EXISTING 12" WATER MAIN EXISTING STORM SEWER TO BE REMOVED PROPOSED 10" STORM SEWER ROOF DRAIN PROPOSED LOCATION OF RELOCATED SITE LIGHT POLE AND FIXTURE. CONTRACTOR TO INSTALL NEW LIGHT POLE BASE. EXISTING FOUNDATION DRAIN TO BE REMOVED PROPOSED FOUNDATION DRAIN CONNECT PROPOSED FOUNDATION DRAIN AND ROOF DRAIN INTO PROPOSED 10" STORM DRAIN PROPOSED 10" STORM SEWER CLEANOUT PROPOSED 8"x8" INSERT-A-TEE CONNECTION TO EXISTING STORM SEWER PROPOSED 8" STORM SEWER ROOF DRAIN PIPE PROPOSED 12"x10" INSERT-A-TEE CONNECTION TO EXISTING STORM SEWER CAP AND PLUG EXISTING 12" STORM SEWER EXISTING STORM SEWER TO BE ABANDONED IN PLACE PROPOSED 18" DIA. RCP STORM SEWER LINE. PROPOSED 4' DIA STORM MANHOLE PROPOSED WATER MANHOLE. CONTRACTOR TO RE-INSTALL SALVAGED 12" VALVE EQUIPMENT . PROPOSED 4" DIA, PVC FOUNDATION DRAIN. TIE INTO EXISTING 4" FOUNDATION DRAIN. PROPOSED 10" PVC STORM SEWER ROOF DRAIN LINE. 1 UTILITY PLAN SCHEDULE NOTES 2 3 4 5 6 7 8 UTILITY NOTES 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2.ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH-ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS. 3.CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 4.GATE VALVES SHALL BE IRON BODY, BRONZED-MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 5. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 6.THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 7.THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 8.FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. 9.PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 10.FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 11.ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. 12.ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING PIGS PRIOR TO DISINFECTION. THE POLY PIGS SHALL BE GIRARD INDUSTRIES AQUA SWAB-AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF PIG ONLY. 13.PIGS SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. 14.ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 15.ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 16.INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS-BUILT DRAWINGS. 17.ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 18.ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. C6 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 EXISTING BUILDING TO REMAIN EXISTING BOLLARD TO REMAIN EXISTING FENCE TO REMAIN EXISTING CURB & GUTTER TO REMAIN EXISTING STORM INLET TO REMAIN EXISTING SIGN TO REMAIN EXISTING SITE LIGHTING TO REMAIN EXISTING SITE LIGHTING TO BE RELOCATED EXISTING STORM SEWER MANHOLE TO REMAIN EXISTING FIRE HYDRANT TO BE RELOCATED PROPOSED FIRE HYDRANT EXISTING IRRIGATION VALVE TO REMAIN PROPOSED WATER VALVE PROPOSED WATER BEND EXISTING CONCRETE PAVEMENT EXISTING ASPHALT PAVEMENT PROPOSED CONCRETE PAVEMENT PROPOSED ASPHALT PAVEMENT PROPOSED PICK-UP SIGN PROPOSED CURB AND GUTTER PROPOSED SAWCUT LINE PROPOSED OGP CANOPY PROPOSED EASEMENT X X DYHSD 24 25 26 27 28 SS W STS G SS EXISTING SANITARY SEWER PROPOSED STORM SEWER PROPOSED SANITARY SEWER EXISTING GAS LINE EXISTING WATER LINE TO REMAIN UTILITY LEGEND W EXISTING WATER LINE TO REMAIN W PROPOSED WATER LINE STS PROPOSED STORM SEWER TO BE REMOVED STS PROPOSED STORM SEWER TO REMAIN 29 30 31 32 33 34 35 BLDG FFE = 27.55 BLDG FFE = 27.55 UTILITY PLAN 37 36 38 BLDG FFE = 27.55 BLDG FFE = 27.55 38 UTILITY DEMOLITION PLAN UTILITY IMPROVEMENTS PLAN 39 40 STIPULATION FOR REUSETHIS DRAWING WAS PREPARED FORUSE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON AND IT IS NOTSUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USEOF THIS DRAWING FOR REFERENCE OREXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLYLICENSED ARCHITECTS AND ENGINEERS.REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TOTHE LAW.DRAWN BY: CHECKED BY: DOCUMENT DATE: PROTO: PROTO CYCLE: DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION SHEET: ISSUE BLOCKRENTON, WASHINGTON10.09.2020RENTON, WASHINGTIONSTORE NO. 2516-249JOB NUMBER: 2019.0203JSB RCJ 150 08.28.2020 10.09.2020 Architect of Record +engineering Fax: 479.636.1209 Phone: 479.636.3545 Rogers Arkansas 72758 2809 Ajax Avenue Suite 100 Unified Business ID No. 602 491 668 Washington License No. 8855 William Douglas Hurley architecture GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 3 12.18.2020 CCD#3 1 A 2 3 4 5 6 7 B C D E F 3 41 24 24 XX X X X XXXXXTRASHENCL.VANC C CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC C C CCCCCCCCCCCCCC VANVANA A A A DYH W WV IR STSSTSSTSSTSSTSSTSSTSSTSSTSSTSS T S STSSTS STSSTS STS STSSTSSTS STS STS STS STS STS STS STS STS STS STSSTSSTSSTSSTSSTSSTSSTSSTS WWWW W W W W WGGGG GGGGGGGWWW W W WW SD SD 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 2019 21 22 23 24 25 26 27 2928 30 31 32 33 34 35 36 37 38 39 40 41UE12 3 1 inch = 50 ft. ( IN FEET ) GRAPHIC SCALE 050 50 100 20025 L1 EXISTING PLANT LEGEND EXISTING DECIDUOUS TREES TO BE REMOVED EXISTING DECIDUOUS TREES TO REMAIN TO REMAIN TO REMOVE =3=117 TREE REMOVAL LEGEND 1 COMMON NAMESCIENTIFIC NAMETREE NUMBER CONDITION GOOD 2 GOOD 3 LIQUIDAMBER STYRACIFLUA 'PALO ALTO"PALO ALTO SWEETGUM CALIPER INCHES 7"-8" 6"-7" OTHER COMMENTSACTION REMOVE LOCATION AND SIZE TO BE VERIFIED 1.USE RENTON, WASHINGTON TREE PROTECTION CODE (IF AVAILABLE). TREE PROTECTION NOTES BELOW SHALL BE USED FOR FURTHER INTEGRATION. 2."PROTECTED ZONE" FOR EXISTING TREES: BEFORE BEGINNING ANY DEMOTION OR CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL INSTALL TEMPORARY FENCING AROUND ALL EXISTING TREES WITHIN THE CONSTRUCTION ZONE THAT ARE TO BE SAVED. THE FENCE SHALL BE INSTALLED NO CLOSER TO THE TREE THAN THE EDGE OF THE TREE'S PROTECTED ZONE, GENERALLY DEFINED AS THE AREA BEGINNING FIVE FEET OUTSIDE OF THE TREE'S DRIPLINE AND EXTENDING TOWARDS THE TREE (OR AS FAR AWAY FROM THE TRUNK AS PRACTICABLE). THE FENCING SHALL BE OF A MATERIAL AND HEIGHT ACCEPTABLE TO THE LANDSCAPE ARCHITECT. ALL CONTRACTORS AND THEIR CREWS SHALL NOT BE ALLOWED INSIDE THIS "PROTECTED ZONE" NOR SHALL THEY BE ALLOWED TO STORE OR DUMP FOREIGN MATERIALS WITHIN THIS AREA. NO WORK OF ANY KIND, INCLUDING TRENCHING, SHALL BE ALLOWED WITHIN THE PROTECTED ZONE EXCEPT AS DESCRIBED BELOW. THE FENCING SHALL REMAIN AROUND EACH TREE TO BE SAVED UNTIL THE COMPLETION OF CONSTRUCTION OPERATIONS. 3.TEMPORARY MULCH: TO ALLEVIATE SOIL COMPACTION IN ANTICIPATED AREAS OF HIGH CONSTRUCTION TRAFFIC, AND ONLY WHERE FENCING CANNOT BE SET FIVE FEET OUTSIDE OF THE DRIPLINE, THE CONTRACTOR SHALL INSTALL A LAYER OF MULCH, 9"-12" THICK, OVER ALL EXPOSED EARTH FROM THE TREE TRUNK TO 5' OUTSIDE OF THE DRIPLINE. THIS LAYER SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. WHEN PLANTING OPERATIONS ARE COMPLETED, THE MULCH SHALL BE REDISTRIBUTED THROUGHOUT ALL PLANTING AREAS IN A 3" THICK "PERMANENT" MULCH LAYER. 4.NECESSARY WORK: WHEN IT BECOMES NECESSARY TO ENTER THE "PROTECTED ZONE", SUCH AS FOR FINE GRADING, IRRIGATION INSTALLATION, AND PLANTING OPERATIONS, THE CONTRACTOR SHALL STRICTLY ADHERE TO THE FOLLOWING RULES: A.EVERY EFFORT SHALL BE MADE TO PRESERVE THE EXISTING GRADE AROUND PROTECTED TREES IN AS WIDE AN AREA AS POSSIBLE. B.TRENCHING WITHIN THE PROTECTED ZONE OF EXISTING TREES SHALL BE PERFORMED BY HAND, AND WITH EXTREME CARE NOT TO SEVER ROOTS 1-1/2" IN DIAMETER AND LARGER. WHERE ROOTS 1-1/2" IN DIAMETER AND LARGER ARE ENCOUNTERED, THE CONTRACTOR SHALL TUNNEL UNDER SAID ROOTS. EXPOSED ROOTS THAT HAVE BEEN TUNNELED UNDER SHALL BE WRAPPED IN WET BURLAP AND KEPT MOIST WHILE THE TRENCH IS OPEN. C.WHERE ROOTS 1-1/2" IN DIAMETER OR LARGER MUST BE CUT DUE TO EXTENSIVE GRADE CHANGES, THOSE ROOTS MUST BE EXPOSED BY HAND DIGGING AND CUT CLEANLY. RAGGED CUTS GENERALLY DO NOT HEAL PROPERLY, AND MAY LEAVE THE TREE OPEN TO PESTS AND PATHOGENS. D.WHERE TRENCHING NEAR TREES HAS ALREADY OCCURRED FROM PREVIOUS CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL MAKE EVERY EFFORT TO CONFINE HIS TRENCHING OPERATIONS TO THE PREVIOUSLY-CREATED TRENCHES, WHILE ADHERING TO THE CONDITIONS SET FORTH IN 3B. 4.POTENTIAL CONFLICTS: THE CONTRACTOR SHALL NOTIFY THE OWNER AND ARBORIST SHOULD ANY POTENTIAL CONFLICTS ARISE BETWEEN THESE SPECIFICATIONS AND/OR LARGE ROOTS ENCOUNTERED IN THE FIELD, AND CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL NOT TAKE ANY ACTION IN SUCH CONFLICTS WITHOUT THE ARBORIST'S WRITTEN APPROVAL. THE ARBORIST SHALL HAVE FINAL AUTHORITY OVER ALL METHODS NECESSARY TO HELP ENSURE THE PROTECTION AND SURVIVAL OF EXISTING TREES. 5.PRUNING: PRUNE ONLY THE TREES THAT ARE INDICATED ON THE PLANS AS REQUIRING PRUNING. PRUNE TREES ACCORDING TO INTERNATIONAL SOCIETY OF ARBORICULTURE / ANSI A300 STANDARDS: A.REMOVE ALL DEAD WOOD. B.PRUNE LIVE WOOD FOR HEALTH OR STRUCTURAL REASONS ONLY, INCLUDING THE NEED TO ELIMINATE DISEASED OR DAMAGED GROWTH, ELIMINATE STRUCTURALLY UNSOUND GROWTH, REDUCE THE POTENTIAL FOR WIND TOPPLING OR WIND DAMAGE, OR TO MAINTAIN GROWTH WITHIN LIMITED SPACE. DO NOT REMOVE MORE THAN 25% OF ANY TREE'S LIVE FOLIAGE IN ANY ONE GROWING SEASON. PRUNE ONLY TO INTERNATIONAL SOCIETY OF ARBORICULTURE/ANSI A300 STANDARDS, AND ONLY UNDER THE DIRECT SUPERVISION OF A CERTIFIED ARBORIST. C.FINAL CUTS SHALL BE MADE JUST OUTSIDE THE SHOULDER RING AREA. EXTREMELY FLUSHED CUTS WHICH PRODUCE LARGE WOUNDS SHALL NOT BE MADE. D.ALL TRIMMING CUTS SHALL BE PERFORMED IN SUCH A MANNER AS TO PROMOTE THE NATURAL GROWTH AND SHAPE OF EACH TREE SPECIES. E.IMPROPER PRUNING METHODS INCLUDING, BUT NOT LIMITED TO, "TOPPING", "TIPPING", "HEADING BACK", "DEHORNING", AND "LIONTAILING" WILL NOT BE ALLOWED. THE CONTRACTOR SHALL PAY FOR ALL WORK NECESSARY TO CORRECT SUCH PRUNING WHEN PERFORMED BY HIS CREWS OR SUBCONTRACTORS. F.SHOULD THE CONTRACTOR REQUIRE MORE INFORMATION, THE CONTRACTOR SHALL CONTACT THE ISA AT (217) 355-9411 FOR A COPY OF THE ANSI A300 PRUNING STANDARDS. CONTRACTOR SHALL ADHERE TO THE METHODS AND PRACTICES SET FORTH IN THIS DOCUMENT. 6.LANDSCAPE AND IRRIGATION (NATIVE TREES ONLY): ANY FUTURE LANDSCAPE AND IRRIGATION SHOULD ADHERE TO THE FOLLOWING GUIDELINES: A.NO IRRIGATION OR PLANTING SHOULD OCCUR CLOSER THAN 8'-10' FROM THE TRUNK. B.WHERE IRRIGATION DOES OCCUR WITHIN THE PROTECTED ZONE, DRIP IRRIGATION SHOULD BE USED WHEREVER POSSIBLE. ADDITIONALLY, ONLY PLANTS WITH LOW WATER NEEDS SHOULD BE PLANTED WITHIN THE PROTECTED ZONE, SPACED FAR APART WHERE CLOSE TO THE TREE. PLANTS MAY BE SPACED CLOSER TOGETHER NEAR THE EDGE OF THE PROTECTED ZONE. TREE PROTECTION NOTES: REMOVE REMOVE LOCATION AND SIZE TO BE VERIFIED LOCATION AND SIZE TO BE VERIFIED LIQUIDAMBER STYRACIFLUA 'PALO ALTO"PALO ALTO SWEETGUM LIQUIDAMBER STYRACIFLUA 'PALO ALTO"PALO ALTO SWEETGUM 6"-7"GOOD TREE RETENTION PLANSTIPULATION FOR REUSETHIS DRAWING WAS PREPARED FORUSE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON AND IT IS NOTSUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USEOF THIS DRAWING FOR REFERENCE OREXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLYLICENSED ARCHITECTS AND ENGINEERS.REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TOTHE LAW.DRAWN BY: CHECKED BY: DOCUMENT DATE: PROTO: PROTO CYCLE: DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION SHEET: ISSUE BLOCKRENTON, WASHINGTON10.09.2020RENTON, WASHINGTIONSTORE NO. 2516-249JOB NUMBER: 2019.0203JSB RCJ 150 08.28.2020 10.09.2020 Architect of Record +engineering Fax: 479.636.1209 Phone: 479.636.3545 Rogers Arkansas 72758 2809 Ajax Avenue Suite 100 Unified Business ID No. 602 491 668 Washington License No. 8855 William Douglas Hurley architecture GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 3 12.18.2020 CCD#3 1 A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 B C D E F G H I J K L M N XXXXXXXXXXXDYH W WV IR STSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSSTSS T S S T S S T S STS STS STS STS S T S STSSTSSTSSTSSTS STS STS STS STSSTSSTSSTSSTSSTSSTSSTS STS STS STS STS STS STS STS STS STS STS STS STS STS STS STSSTS STS STS STS STS STS STS STS STS STS STSSTSSTSSTSSTSSTS STS STS STS STSSTSSTSSTSSTSWWWWW W W W W W W W W W W W W W W WGGGGGGGGGG G G GGGGGGGGGGGGGEXISTI N G S T O R A G E \W0.7300;CO \W0.7300;COWWW W W W W W W W W WWWWW SD SD 1 2 3 4 5 6 8 9 10 11 12 13 14 15 16 17 18 2019 21 22 23 24 25 26 27 2928 30 31 32 33 34 35 36 37 38 39 40 41UEUEUE8-RORU ROCK MULCH TYP. 4-RORU ROCK MULCH TYP. 1 inch = 20 ft. ( IN FEET ) GRAPHIC SCALE 020 20 40 8010 L2 5 6 7 4 8 9 11 10 12 PREVAILING WINDS NOTES: 1.SCARIFY SIDES OF PLANTING PIT PRIOR TO SETTING TREE. 2.REMOVE EXCESS SOIL APPLIED ON TOP OF THE ROOTBALL THAT COVERS THE ROOT FLARE. THE PLANTING HOLE DEPTH SHALL BE SUCH THAT THE ROOTBALL RESTS ON UNDISTURBED SOIL, AND THE ROOT FLARE IS 3"-5" ABOVE FINISH GRADE. 3.CUT OFF BOTTOM 1/3 OF WIRE BASKET BEFORE PLACING TREE IN HOLE, CUT OFF AND REMOVE REMAINDER OF BASKET AFTER TREE IS SET IN HOLE, REMOVE ALL NYLON TIES, TWINE, ROPE, AND OTHER PACKING MATERIAL. REMOVE ALL BURLAP FROM AROUND ROOTBALL. 4.TREE WRAP IS NOT TO BE USED ON ANY NEW PLANTINGS, EXCEPT IN LATE FALL PLANTING SITUATIONS, AND ONLY THEN AFTER CONSULTATION WITH THE LANDSCAPE ARCHITECT. WHEN WRAPPING TREE, WRAP FROM TRUNK FLARE TO LOWEST MAJOR BRANCH. 5.REMOVE ALL NURSERY STAKES AFTER PLANTING. 6.FOR TREES OVER 3" CALIPER, USE THREE STAKES OR DEADMEN (AS APPROPRIATE), SPACED EVENLY AROUND TREE. 7.DO NOT ALLOW AIR POCKETS TO FORM WHEN BACKFILLING. 1 2 3 TREE CANOPY. NYLON TREE STRAPS AT ENDS OF WIRES - SECURE TO STAKE OR DEADMEN WITH NAILS. 12 GAUGE GALVANIZED WIRE. SECURE TO TRUNK JUST ABOVE LOWEST MAJOR BRANCHES. PRESSURE-TREATED WOOD STAKE, 2" DIA. EXTEND STAKES 12" MIN. INTO UNDISTURBED SOIL. 24" X 3/4" P.V.C. MARKERS OVER WIRES. PRESSURE-TREATED WOOD DEADMEN, TWO PER TREE (MIN.). BURY OUTSIDE OF PLANTING PIT AND 18" MIN. INTO UNDISTURBED SOIL. WOOD MULCH TREE RING 3' DIA MIN. TYPE AND DEPTH PER PLANS. DO NOT PLACE MULCH WITHIN 3" OF TRUNK. FINISH GRADE. SEE PLANTING PLAN FOR GROUND COVER TREATMENT BACKFILL. AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. ROOT BALL-SEE NOTE 3, THIS DETAIL UNDISTURBED NATIVE SOIL TRUNK FLARE. PREVAILING WINDS STAKING EXAMPLES (PLAN VIEW) 1 5 6 INTERIOR TREE PLANTING DETAIL SCALE: NOT TO SCALE2 EVERGREEN TREE DECIDUOUS TREE 1 2 5 7 8 9 10 11 12 3 4 6 3X ROOTBALL DIA. 13 13 SOFT VELCRO, OR OTHER FABRIC WRAP 14 14 CENTRAL LEADER, SEE PLANTING NOTES MIN. 2 X ROOTBALL DIAMETERTHAN ROOTBALL4" MIN. TYP.MIN. 6" DEEPER6" MIN. 1 3 4 5 6 FINISH GRADE. SEE PLANTING PLAN FOR GROUND COVER TREATMENT PLANT ROOT BALL. SET TOP ROOTBALL 2" ABOVE ADJECENT GRADE. IN BERMED AREAS SET ROOTBALL 2" ABOVE LOWER ADJECENT GRADE - INSTALL WATER RING (2 - 3" HT.) BACKFILL MIX (PER PLANTING SPECIFICATIONS). AMEND AND FERTILIZE ONLY AS RECOMMENDED IN SOIL FERTILITY ANALYSIS. JET BACKFILL WITH WATER TO ELIMINATE VOIDS. UNDISTURBED NATIVE SOIL. COMPACTED BACKFILL MIX (75%). 1 2 3 4 5 6 SHRUB AND PERENNIAL DETAIL SCALE: NOT TO SCALE1 2 SHREDDED BARK MULCH, 3" MIN. DEPTH, ROUGHLY THE EXTENTS OF ROOTBALL 1.THE LANDSCAPE CONTRACTOR SHALL GUARANTEE ALL TREES, SHRUBS, PERENNIALS, SOD, SEEDED AREAS, AND IRRIGATION SYSTEMS FOR A PERIOD OF ONE YEAR FROM THE DATE OF THE OWNER'S ACCEPTANCE. THE CONTRACTOR SHALL REPLACE, AT HIS OWN EXPENSE, ANY PLANTS WHICH DIE IN THAT TIME, OR REPAIR ANY PORTIONS OF THE IRRIGATION SYSTEM WHICH OPERATE IMPROPERLY. 2.THE LANDSCAPE CONTRACTOR SHALL MAINTAIN THE LANDSCAPE IN A NEAT, CLEAN, AND HEALTHY CONDITION FOR A PERIOD OF 90 DAYS. THIS SHALL INCLUDE PROPER PRUNING, MOWING AND AERATION OF LAWNS, WEEDING, REPLACEMENT OF MULCH, REMOVAL OF LITTER, AND THE APPROPRIATE WATERING OF ALL PLANTINGS. IRRIGATION SHALL BE MAINTAINED IN PROPER WORKING ORDER, WITH SCHEDULING ADJUSTMENTS BY SEASON AND TO MAXIMIZE WATER CONSERVATION. IF SITE OPENS DURING WINTER, TO AVOID FREEZE DAMAGE ON PLANTINGS, THE 90 DAYS SHOULD BEGIN AFTER ACCEPTANCE OF THE WORK. 3.DURING THE LANDSCAPE MAINTENANCE PERIOD, THE LANDSCAPE CONTRACTOR SHALL MAINTAIN POSITIVE DRAINAGE AWAY FROM STRUCTURES IN ALL LANDSCAPE AREAS AT THE MINIMUM SLOPE SPECIFIED IN THE GEOTECHNICAL REPORT. LANDSCAPE AREAS WHICH SETTLE AND CREATE THE POTENTIAL FOR PONDING SHALL BE REPAIRED TO ELIMINATE PONDING POTENTIAL AND BLEND IN WITH THE SURROUNDING GRADES. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GEOTECHNICAL REPORT, THE GRADING PLANS, THESE NOTES, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND OWNER. LANDSCAPE GUARANTEE AND MAINTENANCE PLANTING NOTES GENERAL 1.ALL WORK SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES, STANDARDS, AND SPECIFICATIONS. 2.LANDSCAPE DESIGN IS DIAGRAMMATIC IN NATURE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS OWN TAKEOFFS AND QUANTITY CALCULATIONS. IN THE EVENT OF A DISCREPANCY BETWEEN THE PLAN AND THE LANDSCAPE LEGEND, THE PLANT QUANTITY AS SHOWN ON THE PLAN SHALL TAKE PRECEDENCE AND NOTIFY THE LANDSCAPE ARCHITECT OF THESE DISCREPANCIES. MINOR ADJUSTMENTS TO THE LANDSCAPE MATERIAL AND LOCATIONS MAY BE PROPOSED FOR CITY CONSIDERATION AT THE CONSTRUCTION DOCUMENT STAGE TO RESPOND TO MARKET AND FIELD CONDITIONS. HOWEVER, THERE SHALL BE NO REDUCTION IN THE NUMBER AND SIZE OF MATERIALS. 3.CONTRACTOR SHALL MAKE HIMSELF AWARE OF THE LOCATIONS OF EXISTING AND PROPOSED UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO THE UTILITIES AND/OR ANY INJURY TO ANY PERSON. THIS DRAWING IS PART OF A COMPLETE SET OF CONTRACT DOCUMENTS. UNDER NO CIRCUMSTANCES SHOULD THIS PLAN BE USED FOR CONSTRUCTION PURPOSES WITHOUT EXAMINING ACTUAL LOCATIONS OF UTILITIES ON SITE AND REVIEW ALL RELATED PLANS AND DOCUMENTS. 4.ALL UTILITY EASEMENTS SHALL REMAIN UNOBSTRUCTED AND FULLY ACCESSIBLE ALONG THEIR ENTIRE LENGTH FOR MAINTENANCE EQUIPMENT. 5.THE CONTRACTOR SHALL TAKE EXTREME CARE NOT TO DAMAGE ANY EXISTING PLANTS INDICATED AS "TO REMAIN". ANY SUCH PLANTS DAMAGED BY THE CONTRACTOR SHALL BE REPLACED WITH THE SAME SPECIES, SIZE, AND QUANTITY AT THE CONTRACTOR'S OWN EXPENSE, AND AS ACCEPTABLE TO THE OWNER. REFER TO THE TREE PROTECTION NOTES ON THE PLANS (AS APPLICABLE). 6.LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND NOTIFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS. IF SITE CONDITIONS OR PLANT AVAILABILITY REQUIRE CHANGES TO THE PLAN, THEN AN APPROVAL WILL BE OBTAINED FROM THE CITY. DO NOT PROCEED UNTIL CONDITIONS HAVE BEEN CORRECTED. 7.ALL CONSTRUCTION DEBRIS AND MATERIAL SHALL BE REMOVED AND CLEANED OUT PRIOR TO INSTALLATION OF TOPSOIL, TREES, SHRUBS, AND TURF. 8.FOR ALL INFORMATION ON SURFACE MATERIAL OF WALKS, DRIVES, AND PARKING LOTS, SEE THE SITE PLAN. SEE PHOTOMETRIC PLAN FOR FREE STANDING LIGHTING INFORMATION. 9.THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT ONE WEEK PRIOR TO BEGINNING CONSTRUCTION. 10.WINTER WATERING SHALL BE AT THE EXPENSE OF THE CONTRACTOR UNTIL SUCH TIME AS FINAL ACCEPTANCE IS RECEIVED. 11.ALL LANDSCAPE CONSTRUCTION PRACTICES, WORKMANSHIP, AND ETHICS SHALL, BE IN ACCORDANCE WITH INDUSTRY STANDARDS SET FORTH IN THE CONTRACTORS HANDBOOK PUBLISHED BY THE WASHINGTON LANDSCAPE CONTRACTORS ASSOCIATION. 12.LANDSCAPE AND IRRIGATION WORK SHALL BE COMPLETED PRIOR TO THE ISSUANCE OF THE FINAL CERTIFICATE OF OCCUPANCY. FINISH GRADING AND SOIL PREPARATION 13.CONTRACTOR SHALL CONSTRUCT AND MAINTAIN FINISH GRADES AS RECOMMENDED BY THE GEOTECHNICAL REPORT. ALL LANDSCAPE AREAS SHALL HAVE POSITIVE DRAINAGE AWAY FROM STRUCTURES AT THE MINIMUM SLOPE SPECIFIED IN THE REPORT, AND AREAS OF POTENTIAL PONDING SHALL BE REGRADED TO BLEND IN WITH THE SURROUNDING GRADES AND ELIMINATE PONDING POTENTIAL. SHOULD ANY CONFLICTS AND/OR DISCREPANCIES ARISE BETWEEN THE GEOTECHNICAL REPORT, THE GRADING PLANS, THESE NOTES, AND ACTUAL CONDITIONS, THE CONTRACTOR SHALL IMMEDIATELY BRING SUCH ITEMS TO THE ATTENTION OF THE LANDSCAPE ARCHITECT AND OWNER. 14.AFTER FINISH GRADES HAVE BEEN ESTABLISHED, IT IS RECOMMENDED THAT THE CONTRACTOR SHALL HAVE SOIL SAMPLES TESTED BY AN ESTABLISHED SOIL TESTING LABORATORY FOR THE FOLLOWING: GENERAL SOIL FERTILITY, PH, ORGANIC MATTER CONTENT, SALT (CEC), LIME, SODIUM ADSORPTION RATIO (SAR) AND BORON CONTENT. EACH SAMPLE SUBMITTED SHALL CONTAIN NO LESS THAN ONE QUART OF SOIL. CONTRACTOR SHALL ALSO SUBMIT THE PROJECT'S PLANT LIST TO THE LABORATORY ALONG WITH THE SOIL SAMPLES. THE SOIL REPORT PRODUCED BY THE LABORATORY SHALL CONTAIN RECOMMENDATIONS FOR THE FOLLOWING (AS APPROPRIATE): GENERAL SOIL PREPARATION AND BACKFILL MIXES, PRE-PLANT FERTILIZER APPLICATIONS, AND ANY OTHER SOIL RELATED ISSUES. THE REPORT SHALL ALSO PROVIDE A FERTILIZER PROGRAM FOR THE ESTABLISHMENT PERIOD AND FOR LONG-TERM MAINTENANCE. 15.THE CONTRACTOR SHALL RECOMMEND INSTALLATION OF SOIL AMENDMENTS AND FERTILIZERS PER THE SOILS REPORT FOR THE THE OWNER/OWNER'S REPRESENTATIVE CONSIDERATION. 16.AT A MINIMUM, ALL TOPSOIL SHALL BE AMENDED WITH NITROGEN STABILIZED ORGANIC AMENDMENT COMPOST AT A RATE OF 5.0 CUBIC YARDS AND AMMONIUM PHOSPHATE 16-20-0 AT A RATE OF 15 POUNDS PER THOUSAND SQUARE FEET OF LANDSCAPE AREA. COMPOST SHALL BE MECHANICALLY INTEGRATED INTO THE TOP 6" OF SOIL BY MEANS OF ROTOTILLING AFTER CROSS-RIPPING. GROUND COVER & PERENNIAL BED AREAS SHALL BE AMENDED AT A RATE OF 8 CUBIC FEET PER THOUSAND SQUARE FEET OF NITROGEN STABILIZED ORGANIC AMENDMENT AND 10 LBS. OF 12-12-12 FERTILIZER PER CU. YD., ROTOTILLED TO A DEPTH OF 8". NO MANURE OR ANIMAL-BASED PRODUCTS SHALL BE USED FOR ORGANIC AMENDMENTS. PLANTING 17.ALL DECIDUOUS TREES SHALL HAVE FULL, WELL-SHAPED HEADS/ALL EVERGREENS SHALL BE UNSHEARED AND FULL TO THE GROUND; UNLESS OTHERWISE SPECIFIED. TREES WITH CENTRAL LEADERS WILL NOT BE ACCEPTED IF LEADER IS DAMAGED OR REMOVED. PRUNE ALL DAMAGED TWIGS AFTER PLANTING. 18.ALL PLANTS WITHIN A SPECIES SHALL HAVE SIMILAR SIZE, AND SHALL BE OF A FORM TYPICAL FOR THE SPECIES. ANY PLANT DEEMED UNACCEPTABLE BY THE LANDSCAPE ARCHITECT SHALL BE IMMEDIATELY REMOVED FROM THE SITE AND SHALL BE REPLACED WITH AN ACCEPTABLE PLANT OF LIKE TYPE AND SIZE AT THE CONTRACTOR'S OWN EXPENSE. ANY PLANTS APPEARING TO BE UNHEALTHY, EVEN IF DETERMINED TO STILL BE ALIVE, SHALL NOT BE ACCEPTED. THE LANDSCAPE ARCHITECT SHALL BE THE SOLE JUDGE AS TO THE ACCEPTABILITY OF PLANT MATERIAL. 19.ALL TREES SHALL BE GUYED AND WOOD STAKED AS PER DETAILS. NO 'T-STAKES' SHALL BE USED FOR TREES. 20.ALL PLANT MATERIALS SHALL BE TRUE TO TYPE, SIZE, SPECIES, QUALITY, AND FREE OF INJURY, BROKEN ROOT BALLS, PESTS, AND DISEASES, AS WELL AS CONFORM TO THE MINIMUM REQUIREMENTS DESCRIBED IN THE "AMERICAN STANDARD FOR NURSERY STOCK". FOLLOW GREENCO TREE PLANTING RECOMMENDATIONS FOR MINIMUM QUALITY REQUIREMENTS FOR TREES. 21.ALL TREE AND SHRUB BED LOCATIONS ARE TO BE STAKED OUT ON SITE FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 22.ALL TREES PLANTED ADJACENT TO PUBLIC AND/OR PEDESTRIAN WALKWAYS SHALL BE PRUNED CLEAR OF ALL BRANCHES BETWEEN GROUND AND A HEIGHT OF EIGHT (8) FEET FOR THAT PORTION OF THE PLAN LOCATED OVER THE SIDEWALK AND/OR ROAD. 23.ALL PLANT MATERIAL SHALL NOT BE PLANTED PRIOR TO INSTALLATION OF TOPSOIL. 24.ALL PLANT BEDS SHALL BE CONTAINED WITH STEEL EDGER. STEEL EDGER IS NOT REQUIRED ALONG CURBS, WALKS OR BUILDING FOUNDATIONS. ALL EDGING SHALL OVERLAP AT JOINTS A MINIMUM OF 6-INCHES, AND SHALL BE FASTENED WITH A MINIMUM OF 4 PINS PER EACH 10 FOOT SECTION. THE TOP OF ALL EDGING MATERIAL SHALL BE A ROLLED TOP AND 1/2 INCH ABOVE THE FINISHED GRADE OF ADJACENT LAWN OR MULCH AREAS. COLOR: GREEN. 25.THE DEVELOPER, HIS SUCCESSOR, OR ASSIGNEE SHALL BE RESPONSIBLE FOR ESTABLISHING AND CONTINUING A REGULAR PROGRAM OF MAINTENANCE FOR ALL LANDSCAPED AREAS. SEE LANDSCAPE GUARANTEE AND MAINTENANCE NOTE. 26.A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF ALL FIRE HYDRANTS. 27.LANDSCAPE CONTRACTOR TO SUBMIT SAMPLES OF MISCELLANEOUS LANDSCAPING MATERIALS TO THE LANDSCAPE ARCHITECTS AND OWNER'S REPRESENTATIVE FOR APPROVAL PRIOR TO INSTALLATION, IE.; MULCH, EDGER, LANDSCAPE FABRIC, ETC. MULCHING 28.AFTER ALL PLANTING IS COMPLETE, THE CONTRACTOR SHALL INSTALL A MINIMUM 4" THICK LAYER OF MULCH AS SPECIFIED IN THE PLANTING LEGEND. INSTALL A 4" THICK RING OF DOUBLE SHREDDED CEDAR BARK MULCH AROUND ALL PLANT MATERIAL IN ROCK MULCH BEDS WHERE LANDSCAPING IS SHOWN ON THE PLANS. WOOD MULCH RING SIZE SHALL BE THE CONTAINER SIZE OF THE SHRUBS, PERENNIALS, AND ORNAMENTAL GRASSES. TREE RING SIZE SHALL BE GREEN INDUSTRIES OF WASHINGTON INDUSTRY STANDARD WIDTH. 29.ALL MULCH SHALL BE HARVESTED IN A SUSTAINABLE MANNER FROM A LOCAL SOURCE. 30.INSTALL DEWITT PRO-5 WEED BARRIER FABRIC UNDER ALL ROCK MULCH SHRUB BEDS SPECIFIED ON THE PLANS ONLY. NO LANDSCAPE FABRIC SHALL BE USED IN WOOD MULCH AREAS. NO PLASTIC WEED BARRIERS SHALL BE SPECIFIED. 31.ABSOLUTELY NO EXPOSED GROUND SHALL BE LEFT SHOWING ANYWHERE ON THE PROJECT AFTER MULCH HAS BEEN INSTALLED. 32.ALL PLANTING AREAS WITH LESS THAN A 4:1 GRADIENT SHALL RECEIVE A LAYER OF MULCH, TYPE AND DEPTH PER PLANS. SUBMIT 1 CUBIC FOOT SAMPLE OF MULCH (ONE SAMPLE PER TYPE) TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. THE MULCH SHALL BE SPREAD EVENLY THROUGHOUT ALL PLANTING AREAS EXCEPT SLOPES 4:1 OR STEEPER, OR AS OTHERWISE DENOTED ON THE PLAN. ABSOLUTELY NO EXPOSED GROUND SHALL REMAIN IN AREAS TO RECEIVE MULCH AFTER MULCH HAS BEEN INSTALLED. 33.ALL PLANTING AREAS ON SLOPES OVER 4:1 SHALL RECEIVE COCONUT FIBER EROSION CONTROL NETTING FROM ROLLS. NETTING SHALL BE #CT-125, AS MANUFACTURED BY NORTH AMERICAN GREEN (OR EQUAL). INSTALL AND STAKE PER MANUFACTURER'S SPECIFICATIONS. SEE ALSO THE CIVIL ENGINEER'S EROSION CONTROL PLAN. CAUTION UTILITIES EXIST WITHIN CONSTRUCTION LIMITS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THEIR LOCATION PRIOR TO CONSTRUCTION. 1.THE LANDSCAPE CONTRACTOR IS REQUIRED TO CONTACT THE COUNTY PUBLIC WORKS DEPARTMENT, AND ANY OTHER PUBLIC OR PRIVATE AGENCY NECESSARY FOR UTILITY LOCATION PRIOR TO ANY CONSTRUCTION. 2.THIS DRAWING IS A PART OF A COMPLETE SET OF BID DOCUMENTS, SPECIFICATIONS, ADDITIONAL DRAWINGS, AND EXHIBITS. UNDER NO CIRCUMSTANCES SHOULD THESE PLANS BE USED FOR CONSTRUCTION PURPOSES WITHOUT EXAMINING ACTUAL LOCATIONS OF UTILITIES ON SITE, AND REVIEWING ALL RELATED DOCUMENTS. 3.THE LOCATION OF THE ALL UNDERGROUND UTILITIES ARE LOCATED ON THE ENGINEERING DRAWINGS FOR THIS PROJECT. THE MOST CURRENT REVISION IS HERE IN MADE PART OF THIS DOCUMENT. UNDERGROUND UTILITIES EXIST THROUGHOUT THIS SITE AND MUST BE LOCATED PRIOR TO ANY CONSTRUCTION ACTIVITY. WHERE UNDERGROUND UTILITIES EXIST, FIELD ADJUSTMENT MAY BE NECESSARY AND MUST BE APPROVED BY A REPRESENTATIVE OF THE OWNER. NEITHER THE OWNER NOR THE LANDSCAPE ARCHITECT ASSUMES ANY RESPONSIBILITY WHATSOEVER, IN RESPECT TO THE CONTRACTORS ACCURACY IN LOCATING THE INDICATED PLANT MATERIAL, AND UNDER NO CIRCUMSTANCES SHOULD THESE PLANS BE USED WITHOUT REFERENCING THE ABOVE MENTIONED DOCUMENTS. UTILITY NOTES LANDSCAPE PLANSTIPULATION FOR REUSETHIS DRAWING WAS PREPARED FORUSE ON A SPECIFIC SITE AT:CONTEMPORANEOUSLY WITH ITS ISSUEDATE ON AND IT IS NOTSUITABLE FOR USE ON A DIFFERENTPROJECT SITE OR AT A LATER TIME. USEOF THIS DRAWING FOR REFERENCE OREXAMPLE ON ANOTHER PROJECTREQUIRES THE SERVICES OF PROPERLYLICENSED ARCHITECTS AND ENGINEERS.REPRODUCTION OF THIS DRAWING FORREUSE ON ANOTHER PROJECT IS NOTAUTHORIZED AND MAY BE CONTRARY TOTHE LAW.DRAWN BY: CHECKED BY: DOCUMENT DATE: PROTO: PROTO CYCLE: DOCUMENTS THAT DO NOT HAVE THE ARCHITECT OR ENGINEER OF RECORD SEAL AND SIGNATURE SHALL BE CONSIDERED NOT FOR CONSTRUCTION SHEET: ISSUE BLOCKRENTON, WASHINGTON10.09.2020RENTON, WASHINGTIONSTORE NO. 2516-249JOB NUMBER: 2019.0203JSB RCJ 150 08.28.2020 10.09.2020 Architect of Record +engineering Fax: 479.636.1209 Phone: 479.636.3545 Rogers Arkansas 72758 2809 Ajax Avenue Suite 100 Unified Business ID No. 602 491 668 Washington License No. 8855 William Douglas Hurley architecture GallowayUS.com 6162 S. Willow Drive, Suite 320 Greenwood Village, CO 80111 303.770.8884 3 12.18.2020 CCD#3 1 A 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 B C D E F G H I J K L M N