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HomeMy WebLinkAboutzT-4185set0 O 0 LD 0 z I 0 M O N LO N O O lil z W J AS -BUILT SET 00 T SIGNAGE & STRIPING SCHEDULE NOTES �SW 7TH STREET PROPOSED PICKUP PICK-UP SIGNAGE, RIGHT. SEE DETAIL SHEET C3. PROPOSED PICKUP PICK-UP SIGNAGE, LEFT. SEE DETAIL SHEET C3. W— — — — — — — — — — — — — — — — — — — — SITE SIGNAGE LEGEND — — PROPERTY LINE I PROPOSED PATH OF TRAVEL FOR PICKUP CUSTOMER. V 2 d tT w � PROPOSED PICKUP AREA I 2 ISO w I Pickup Q �' w T I 0 Q SITE SIGNAGE NOTES T O r - PICKUP AREA 1 ILPREPARED 1. THIS PLAN WAS PREPARED BASED ON THE ORIGINAL CONSTRUCTION PLANS BY PACLAND, DATED 05/09/2014. THIS PLAN IS FOR ILLUSTRATIVE PURPOSES ONLY. ACTUAL FIELD CONDITIONS MAY VARY SIGNIFICANTLY FROM THIS DRAWING. dt 2. REFERENCE SITE DETAILS FOR SIGN LOCATION & VESTIBULE CROSSWALK DETAILS FOR SITE SIGNAGE OFFSETS. I z I # , I i I ODO O0000 0 0 OI 0 _ y � SUPERCENTER wo I - u #02516-249 i -A& ihw--O — — I C - W 1 � I T : E _ GRAPHIC SCALE 60 0 30 60 120 240 ' ■ ( IN FEET) a 1 inch = 60 ft. I 1 i`1 + R-418506 SON a� T-418501 IN COMPLIANCE WITH CITY OF RENTON STANDARDS a IL I ' d4w _ • + I � � rAo �56606 I " NAL G 6 08/31 /2023 0 CCD #6 JSB 07/30/21 SURVEYED: TJK DESIGNED: JSB SCALE: HORIZONTAL- AS NOTED NAD 1983/199, ® CITY OF WALMART #2516 WALMART SUPERCENTER PICKUP EXPANSION DAB' 07/29/2021 FlELDBOOK:BOO DRAWN: Adit--1 R EN TON PAGE. PAGE JSB CONSTRUCTION DOCUMENTS DRAWING N0: NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. CHECKED. DATUM Planning/Building/Public Works Dept. DIRECTIONAL SIGNAGE PLAN C3 NO. REVISION BY DATE APPR APPROVED. DA SHEET- 6 OF, 17 LO co T I W Reserved Reserved O Reserved LO co Reserved I O � � O Reserved / Reserved FReserved O \ Reserved StaII ueslgnatlon 51gns 18" x 18" 2.25 SF Reserved 0 Reserved 0 Reserved Reserved 00 Reserved 00 Reserved 0 Reserved 0 Logo Signs (Large) Also Pickup Hours sign size 36" x 18" 0 Lug f�oQ poc�l�ap9 p1Qa�Q c�DOo 555-555-5555 Logo Signs (Small) Call In Sign 18"x8" 1.00SF 18"x8" 1.00SF Reserved i Reserved O Reserved 0 Weser ed 280 Reserved Reserved 0 3 uUp Directional Signs (Left / Straight / Right) 18" x 24" 3.00 SF Reserved q) Reserved O J Reserved 0 \ J KeserVed 0° \ i Reserved Reserved O SIGNS FURNISHED BY WALMART, ATTACHMENT TO WALL OR BOLLARD BY G.C. Parking Stall Placard Reserved 0 deserved �0 Reserved 0 Reserved O 0�000 0 0 "PICKUP" SIGNAGE N.T.S. NOTE: ALL SIGNS LOCATED ON THE BUILDING SIDE OF THE BFR ARE TO BE INSTALLED ON A NOTES FOR SINGLE POST WITH SINGLE POST WITH BOLLARD. BOLLARD: 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL NOTE: SIGNS SHALL HAVE DIAMOND GRADE, ASTM TYPE XI, SHEETING. AT INTERSECTIONS AT INTERSECTIONS HIGHWAY ADMINISTRATION'S AT CROSSWALKS AT INTERSECTIONS 36" STOP SIGN AT """"""" "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", LOCAL CODES AND AS _ SPECIFIED. MOUNT SIGNS TO NOTE: ' POST IN ACCORDANCE WITH HERE OR ' SIGNS SHALL HAVE MANUFACTURER'S jeT DIAMOND GRADE, ASTM INSTRUCTIONS. FUR TYPE XI, SHEETING. 2. GALVANIZED SQUARE TUBE POST TUBES - 2"X2" 12ga GALVANIZED POST TUBE SHALL MEET ASTM GALVANIZED SQUARE TUBE A1011 GRADE 50. SQUARE TUBE NOTE: POST TUBE GALVANIZED AS PER THE MIN. HEIGHT OF ASTM A653 GRADE 90. z THE BOTTOM OF THE LOWEST SIGN SHALL USE 4" SCH. 40 STEEL PIPE FILLED I BE 7' 0" W/ CONCRETE WITH TOP ROUNDED .i SEE BREAK AWAY AND PAINTED TRAFFIC YELLOW ?I TUBE POST SLOPE TOP SLOPE TOP OF CONCRETE �. OF CONCRETE PAVED SURFACE GROUND SURFACE } Q 3500 P.S.I. P.C. �, l�':, 3500 P.S.I. P.C. QCONCRETE BASE I I; ; CONCRETE BASE ..I �., LL n� LL 0 O W Q0 18" C7 4 SINGLE POST WITH BOLLARD DOUBLE POST WITH BREAK AWAY POSTS H.ERERE� OR f FOR I GALVANIZED SQUARETUBE NOTE: THE MIN. HEIGHT OF z THE BOTTOM OF THE LOWEST SIGN SHALL BE 7'-0" SEE BREAK AWAY TUBE POST SLOPE TOP OF CONCRETE GROUND SURFACE I 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 SIGNPOST 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. - NOTE: THE MIN. HEIGHT OF THE BOTTOM OF THE LOWEST SIGN SHALL BE T-0" 5/16" GR. 5 5/16" GR. 5 SERRATED Q FLANGED BOLT FLANGED NUT O 3500 P.S.I. P.C. 3: CONCRETE BA O > a N Z Q g2 O O 12"� "' GROUND LU SURFACE 4 PLAN VIEW PARTIAL ELEVATION SINGLE POST WITH BREAK AWAY POST SQUARE TUBE BREAK AWAY POST NEVER LESS THAN 9' LAYOUT PER STRIPING NEVER LESS THAN 9' NEVER LESS THAN 9' LAYOUT PER STRIPING (UNLESS STOP SIGN IS USED) DETAIL/SITE PLAN (UNLESS STOP SIGN IS USED) (UNLESS STOP SIGN IS USED) LAYOUT PER STRIPING NEVER LESS THAN 9' DETAIL/SITE PLAN LAYOUT PER STRIPING DETAIL/SITE PLAN (UNLESS STOP SIGN IS USED) DETAIL/SITE PLAN , . :.., 4'-0" LD N z� -1 4 0 4 0 L7N _ oQ o - o z� o 00 � wQ LL� w< o= 0 o LL w m � c� NO SIGNS SHALL BE NO SIGNS SHALL BE Q o NO SIGNS SHALL BE NO SIGNS SHALL BE LOCATED WITHIN > LOCATED WITHIN LOCATED WITHIN LOCATED WITHIN ¢ O SHADED AREAS > 30" "STOP" SIGN SHADED AREAS SHADED AREAS SHADED AREAS SHOWN IN DETAILS SHOWN IN DETAILS MOUNTED TO POST SHOWN IN DETAILS SHOWN IN DETAILS ' STOP" SIGN "STOP FOR PEDESTRIAN" SIGN WITH BREAK AWAY "STOP" SIGN ONLY ON ONLY ON POST STOP FOR PEDESTRIAN" SIGN ON POST ON POST (ALL SIGNS EQUAL TO 30' 'STOP' SIGN MOUNTED OR GREATER THAN 36" IN POST "STOP" "STOP FOR PEDESTRIAN" SIGN POST WITH BOLLARD WITH BOLLARD (ALL SIGNS EQUAL TO OR GREATER TO POST WITH BREAK WIDTH SHALL BE MOUNTED ON 36" SIGN ON POST WITH BOLLARD "STOP FOR PEDESTRIAN" SIGN THAN 36' IN WIDTH SHALL BE AWAY POST POST WITH BOLLARD) SHALL BE INSTALLED ON POST WITH BOLLARD MOUNTED ON POST WITH BOLLARD) 36" "STOP" SIGN SHALL BE ON POST WITH INSTALLED ON POST WITH BOLLARD PAINTED ENDCAP - 60° CURBED ISLAND 60° BOLLARD CURBED ISLAND - 90' PAINTED ENDCAP - 90° SIGN LOCATIONS - 90° PARKING SIGN LOCATIONS - 60' PARKING SIGN LOCATIONS - 90° PARKING SIGN LOCATIONS 60° PARKING SIGN MOUNTING AND BASE #3 TIES AT 16" O.C. 5/8"x 12' (MIN) COPPERWELD GROUND ROD CONNECTED TO EQUIPMENT GROUND WIRE AT EXISTING SALVAGED POLE. B CONNECT ALL EQUIPMENT B 4-#8 VERTICAL GROUND LUG IN POLE POLE SHALL BE MADE GROUND CONDUCTORS TO REINFORCING PLUMB WITH LEVELING NUTS. GROUNDING LUG IN POLE BARS PLACED INSTALLATION IN CONCRETE ADJACENT TO PAVING REQUIRES CONTINUOUS TEMPORARY CAP ALL CONDUIT ANCHOR BOLTS 1/2" EXPANSION JOINT MATERIAL HAND HOLE WITH COVER ALL AROUND. SEAL WITH JOINT SEALER PER SPECIFICATIONS 1'-6" FROM BASE OF POLE. 5/8"x 12' COPPERWELD GROUND ROD CONDUIT AS REQUIRED 4"x 6" MIN. / CONNECTED TO EQUIPMENT GROUND JUNCTION BOX (POLES WIRE AT GROUND LUG IN POLE DESIGNATED WITH "CAM" SUFFIX DETAIL "C" \ iv SECTION "A —A" ONLY, I.E. BV-CAM), LOCATE BETWEEN TOP AND SECOND TIES PROVIDE JUNCTION BOX ON POLES DESIGNATED WITH "CAM" SUFFIX ONLY (I.E. A I A BV-CAM). REFER SITE PLAN FOR SECURITY I I I n POLE -TO -BASE PLATE WELD E POLE LOCATIONS. I (4) ANCHOR BOLTS 1.25" DIA. SHALL COMPLY WITH AWS ANCHOR o x 42" LONG x 6" HOOK SPECS. AT TOP AND BOTTOM BOLTS FINISH GRADE M OF BASE PLATE I BASE PLATE BOLT HOLE 45' TYP POLE BASE PLATE D 0'-3 3/4" � BOLT PATTERN PER ��fV�` MANUFACTURER'S N iv M 2" SECURITY CAMERA CONDUIT RECOMMENDATION o ^ (POLES DESIGNATED WITH _ 4-#8x8' (MIN) LONG BARS CAM" SUFFIX ONLY, I.E. EQUALLY SPACED °D BV-CAM) o 24" DIA. CONCRETE FOUNDATION 1" MIN. LIGHTING CONDUIT I #3 TIES ®16" O.C. MAX LIGHT FIXTURE ORIENTATION (SEE SITE PLAN FOR JUNCTION BOX (POLES DESIGNATED VERTICAL AND HORIZONTAL ORIENTATION TO BUILDING) WITH "CAM" SUFFIX ONLY, I.E. BARS SHALL BE FIELD TIED. 3" MINIMUM COVER TYP BV-CAM), FLUSH WITH FACE OF WELDING NOT PERMITTED. LIGHT POLE BASE. LOCATE SUPPORT REINFORCEMENT IN JUNCTION BOX TOWARDS FRONT OF ITS PROPER LOCATION FROM J BOLT COVER TYPICAL BUILDING. JUNCTION BOX SHALL THE FORMWORK DURING �� SECTION B—B", BE CARLON PART NUMBER E1212C24 WITH E1212DIV FIELD CONCRETE OPERATION. N z INSTALLABLE DIVIDER REFER 2' BELOW FROST LINE 24" SPECIFICATIONS HANDHOLE WITH COVER REMOVED DIAMETER BURNDY COPPER #KPA4C GROUNDING LUG WELDED SCRULUG AND TIN PLATED TO INSIDE OF POLE NUT AND BOLT OR BURNDY COPPER #KC20 SERVIT TWO PIECE BOLT ATTACHED TO GROUNDING LUG COVER REQUIRED NOTES: #4 GROUND CABLE ATTACHED 1. 3500 PSI MIN. 28 DAY COMPRESSIVE STRENGTH CONCRETE WITH GRADE 60 REINFORCING STEEL LOCKING WASHER _ _ TO GROUND ROD 2. IF WATER IS PRESENT IN HOLE, REMOVE BEFORE POURING CONCRETE. IF SUPPLIED BY NUT 3. FOUNDATION EXCAVATION SHALL BE BY 24" AUGER IN UNDISTURBED OR PROPERLY COMPACTED SITE LIGHTING VENDOR FILL PER SPECIFICATIONS. 5" MIN., 5.5" MAX. 4. FOUNDATION SHALL HAVE A MINIMUM ALLOWABLE END BEARING OF 2000 PSF. WASHER BOLT PROJECTION 5. FOUNDATION HAS BEEN DESIGNED FOR A COHESIVE SOIL BASED ON A MINIMUM COHESIVE LEVELING NUT VALUE OF 1000 PSF. (MAX 1" FROM 6. FOUNDATION HAS BEEN DESIGNED FOR A GRANULAR SOIL BASED ON A MINIMUM LATERAL SOIL CONCRETE) BASE PLATE PER PRESSURE OF 1000 PSF, UTILIZING AASHTO FIGURE 1.8.2C(4) OF "EMBEDMENT OF POSTS SPECIFICATIONS WITH OVERTURNING LOADS". ANCHOR BOLT 7. DETAIL FOR 39' POLE WITH MAX. FIXTURE EPA 4.6 SQ.FT. >� >� DETAIL C 8. ALL LIGHT POLE BASE FOUNDATIONS SHALL BE CAST -IN -PLACE. PRE -CAST LIGHT POLE BASE FOUNDATIONS ARE NOT ACCEPTABLE. N 12 1/2" / 6 BOLT CIRCLE N a a RADIU TYPICAL ANCHOR BOLT SPACING TYPICAL LIGHTING POLE BASE DETAIL N.T.S. TYPICAL LIGHTING POLE BASE DETAIL 10/02/07 NO. CCD #6 REVISION JSB 07/30/21 SURVEYED: JK DESIGNED: JSB DRAWN: JSB CHECKED: RCJ BY DATE APPR APPROVED: BDA 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. r F- 6" TYP 2'-0" TYP , 02 AS -BUILT SET < PAINTED TRAFFIC WHITE ASSOCIATE PATH DETAIL N.T.S MANHOLE, FOR TRAFFIC CLEAN -OUT DETAIL LAYOUT PER STRIPING EQ EQ O a DETAIL/SITE PLAN ' O LAYOUT PER STRIPING EQ . EQ , DETAIUSITE PLAN POST WITH SIGN(S)ij� ,- NEVER LESS THAN 9' (UNLESS STOP SIGN IS POST WITH S GN(S) USED) PAINTED ENDCAP - 90° CURBED ISLAND - 90' SIGN LOCATIONS - 90° PARKING SIGN LOCATIONS - 90' PARKING Mckup 4 GALVANIZED SQUARE TUBE SEE REMOVABLE V SQUARE TUBE a POST O SLOPE TOP OF CONCRETE GROUND SURFACE 4 CONCRETE BASE O - N TYPICAL DIRECTIONAL SIGNAGE IN CURBED ISLAND GROUND SURFACE DRIVEN DIRECTLY INTO GROUND Mckup 4 0 N X Q O TYPICAL DIRECTIONAL SIGNAGE DRIVEN DIRECTLY INTO GROUND Mckup GALVANIZED SQUARE TUBE SLOPE TOP OF CONCRETE USE 4" SCH. 40 XX STEEL PIPE FILLED W/ CONCRETE WITH TOP ROUNDED AND o PAINTED TRAFFIC - YELLOW I N GROUND SURFACE 3000 P.S.I. P.C. CONCRETE BASE o N TYPICAL DIRECTIONAL SIGNAGE IN PAVEMENT A SCALE: HOR HORIZONTAL NAD 1983/1991 AS NOTED % CITY OF RENTON DATUM Planning/Building/Public Works Dept. ASPHALT OR CONCRETE PAVING SEE GRADING PLAN 24"X24"X6"D CONCRETE COLLAR IN PAVED AREAS CLEAN OUT PLUG, 3" BELOW PAVING LONG SWEEP WYE NOTES 4. CLEAN OUT LOCATIONS INDICATED ON GRADING & UTILITY PLANS 3. "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 Al2 DOVER CORPJOPW DIV. NOT TO SCALE NOTE: GUTTER SLOPE TO MATCH m m ADJACENT PAVEMENT, TRAVERSE AND LONGITUDINAL. u u 0 0 Y m LL 1/2" MIN. RADIUS 1" MAX. RADIUS 6" 11 MIN. 17" MAX. �P.C.CONCRETE CONTRACTOR TO PROVIDE PRIME COAT AND TACK � COAT TO FACE OF CURB WHERE CURB CONTACTS ASPHALT. 12" 18" MIN. 24" MAX. " �//�\K\K\/��\// MA 1/XINRADIUSS ASPHALTIC CONCRETE PAVING SEE PAVING DETAILS FOR PAVEMENT SECTIONS, SUBBASE, SUBGRADE AND COMPACTION REQUIREMENTS. TYPE "A" CONCRETE CURB AND GUTTER r� N.T.S. DTCURBA 12/17/04 C 06 SS�ONAL R-418507 Z 0 -41 t35VL Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q X LLI 0- DATE i U_ WALMART #2516 07/29/2021 WALMART SUPERCENTER PICKUP EXPANSION PAGE: OKIr :BOOK Q CONSTRUCTION DOCUMENTS DRAM PAGE DRAWING N0: SITE DETAILS (SHEET 1) C4 Q SHEET: OF: 7 17 AS -BUILT SET M N 0 N 00 U 0 LD 0 z I 3 vi 'o a1 0 v `o c c co , U 0 U I M U I LO _ a rn 0 U rn 0 a1 •c 0 M I O N T LO N O O O r I 0 0 0 3 a / w a W J a MO W T ADDITIONAL SPARK 1 C) PICKUP SIGN ON BACK WHEN BACK FACES PUBLIC STREET. 1 ALIGN TO TOP. Uj W BEGIN U-BOLT NUMBERING AT STALL CLOSEST BOLT LOCATIONS TO THE PICKUP PER STANDARD DOOR. WITH SPACER AS �y5gy5ggr�g$� FOR LEVEL SIGN MOUNTING USE 4" SCH. 40 iv STEEL PIPE FILLED LO 00 C° W/ CONCRETE WITH CO TOP ROUNDED AND PAINTED TRAFFIC T U-BOLT NUT YELLOW LOCATIONS "K" SIGN HOSE CLAMP io T SLOPE TOP SLOPE TOP 1 OF CONCRETE o OF CONCRETE o GROUND SURFACE `- GROUND SURFACE ` O 3000 P.S.I. P.C. 3000 P.S.I. P.C. a CONCRETE BASE CD CONCRETE BASE G N FRONT VIEW SIDE VIEW TYPICAL PARKING SIGNAGE IN PAVEMENT 6" SCH. 40 STEEL PIPE FILLED W/ CONC. WITH TOP ROUNDED. 0 2'-0" 1 a PAVEMENT OR FINISHED GRADE 0 /�Y ° -a-" 3" COVER U VAj _ OVER FOOTING J O \ FILL POST w/ CONCRETE o m Z a Z 3 3500 PSI P.C. CONCRETEMINIMUM V�L I (TYP.) 3"MINA\%a° as \ ��/ i\/ NOTE: 1'-6' ALL PIPES SHALL BE PAINTED TRAFFIC YELLOW PIPE BOLLARD N.T.S. DTGRDPST 08/17/09 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 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. N STRUCTURAL TUBE AND STEEL SHALL BE HOT DIP C° 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. 5/16" GR. 5 O FLANGED BOLT �_ rn q 5/16" GR. 5 0 N b0 SERRATED PP FLANGED NUT O GROUND 8 SURFACE PLAN VIEW PARTIAL ELEVATION REMOVABLE SQUARE TUBE POST TRAFFIC YELLOW (SEE NOTE 1) - III,7 I I„ II III �I I, „I 11I 11 I F ELEVATION NOTES: 1. EXPOSED CONCRETE SHALL BE PAINTED TRAFFIC YELLOW. WAL-MART LIGHT BASE DETAIL N.T.S. 10/02/07 WAL-MART LIGHT BASE CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) MORTAR, (TYP.), SEE NOTE 5 4" MIN. 28• MAX, 16" MAX. FLAT SLAB TOP 48", 54". 60", 72", 84", 96'. 120" OR 144" EE NOTE 6, TYP. 15' MAX. FOR MAINTENANCE STEPS OR LADDER 12" (TYP) ;MAX..'* -TT , 1"MIN"O'RING IN24" MIN. 2.5' MFORCING STEEL, (TYP.) 12" . ?GRAVEL BACKFILL FOR PIPE ZONE BEDDING PER WSDOT STD. SPECIFICATION SECTION 9-03.12(3) s• s- SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER NOTES: 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5' MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED. FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3, 5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3, 6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE. USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" 5" 8" 48" 8" 72- 6" 8" 60" 12' 84' 8" 12" 72" 12" 96' 8" 12' 84" 12• 120" 10" 12" 96" 12' 144" 12" 12" 108" 12" PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSP SOLID WALL PVC PROFILE WALL PVCI 48" 24" 30" 24" 30" 30" 54" 30' 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72' 42" 1 54" 1 42' 48" 48" 84" 64' 60" 54' 48" 48" 96" 80• 72' 60" 4W 48" 120" 66' 1 84" 60" 48" 48' 144" 78" 1 96" 60' 48' 48" CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) 2 STD. SPEC. 9-05.12(1) I'STD. SPEC. 9-05.12(2) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD" PLAN - 201.00 ♦(�R PUBLIC WORKS CATCH BASIN TYPE 2 9/z8/2018 PR DEPARTMENT GAZ P"m. w•.P. nem, DATE NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. 1.5" ACC SURFACE COURSE I� 1.5" ACC BINDER COURSE 5" AGGREGATE BASE COURSE a PER SPECIFICATION 0271S 4 12" P.C.CONC. a 7" SCARIFIED & RECOMPACTED SOIL PROOFROLL EXPOSED SUBGRADE SOILS. PLACE MOISURE CONDITIONED, PROPERLY COMPACTED SUB -BASE PER WAL-MART SPECIFICATION 02300. STANDARD DUTY ASPHALT PAVING PAVING DETAILS N.T.S. T G.C. TO ORDER SIGN STENCILS FROM JONATHON THOMPSON AT OUTLINE INDUSTRIES OR CALL 1.800.STENCILS DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 2„ 24" r 2 112" DIA. HOLE �G d Q Q Q m TOP ISOMETRIC J- l NOTE: PROVIDE 1/2" EXPANSION JOINT BETWEEN SIDEWALK AND ALL FIXED OBJECTS PLAN VIEW 1"DEEPSAWED JOINT (TYP.) SEE SITE PLAN 1/4" THICKNESS PREMOLDED EXPANSION JOINT FILLER SPACED @ 35' O.C. MAX. EXTEND JOINT FILLER FULL DEPTH OF SIDEWALK 2" SLOPE 1/4" /FT. MAX. (TYP) 2" 5.0' 1 5.0' 5.0' 5.0' 5.0' 5.0' 5.0' (TYP) 1/2"R .d 4 (TYP) o • O o 4. o0 4"�TYPI I PC CONCRETE NOTE: (TYP) 4' WHERE REQUIRED REINFORCEMENT 4" AGGREGATE BASE (TYP) SECTION A WILL BE No. 3 BARS 24" O.C. -A EACH WAY MAX. SPACING, OR COURSE COMPACTED TO SECTION B - B 6x6-W1.4XW1.4WWF 90%STD. PROCTOR (TYP) CONCRETE SIDEWALK N.T.S. SEE SITE PLAN FOR TYPE OF ARROW (RIGHT, LEFT OR AHEAD) DIRECTIONAL PAVEMENT MARKINGS N..S. 1/2. BOLT -DOWN SLOT, Iq- SEE DETAIL AND NOTE 1 1 1I14- I TI I I BOLT -DOWN SLOT DETAIL SEE NOTE i I••� 3» R26", SEE NOTE 2 1 112" 4 314' -+ + 1 1/2" T 1 518t� T T- 3' R39", SEE NOTE 2 SECTION A SECTION B NOTES: . 1. BOLT -DOWN CAPABILITY IS REQUIRED ON ALL FRAMES, GRATES, AND COVERS, UNLESS OTHERWISE SPECIFIED. PROVIDE TWO HOLES IN THE FRAME THAT ARE +1/2" VERTICALLY ALIGNED WITH THE GRATE OR COVER SLOTS. THE FRAME SHALL ACCEPT THE 5/8"A 1 NC x 2" ALLEN 4" HEAD CAP SCREW BY BEING TAPPED, OR OTHER . HOLE APPROVED MECHANISM. LOCATION OF BOLT -DOWN HOLES VARIES BY MANUFACTURER. HANDLE 1 1 Z ALTERNATIVE REINFORCING DESIGNS ARE ACCEPTABLE IN LIEU OF THE RIB DESIGN. SECTION C 3. REFER TO STANDARD SPECIFICATION 9-05.15(2) FOR ADDITIONAL REQUIREMENTS. 4. FOR FRAME DETAILS, SEE CITY OF RENTON STANDARD PLAN 204.00. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 204.10 ,•�• PUBLIC WORKS DEPARTMENT RECTANGULAR SOLID METAL COVER [G7Z 9/28/2018 ��� DATF P"bl,c N'n., Pd :45 Al 56606 ss�ONAL NO. CCD #6 REVISION :45 AN NOTE: PAVEMENT MARKING SHALL MEET UNISPEC SECTION 02765 - PAVEMENT MARKING ARROWS SHALL BE PAINTED P126 TYP 11-1/4' BEND 22-1/2° BEND 45' BEND CAP TEE V90' BEND THRUST BLOCK BEARING AREA IN SQUARE FEET (SEE NOTES) FOR HORIZONTAL AND DOWNWARD VERTICAL BENDS SOIL FIRM SILT OR FIRM SILTY SAND COMPACT SAND COMPACT SAND & GRAVEL 90' 45- BEND 11 1/4' 90' 45' BEND 11 1/4' go' 45' BEND it 1/4' FlTTING BEND TEE CAP OR PLUG & 22 1/2- BEND TEE CAP OR PLUG & 22 1/2- BEND TEE CAP OR PLUG & 22 1/2- BEND BEND BEND 4" 7.0 4.2 4.2 1.7 2.9 2.1 2.1 1.0 2:2 1.6 1.6 1.0 6 13.3 9.4 9.4 3.8 6.7 4.7 4.7 1.9 5.0 3.5 3.5 1.4 8" 23.3 16.7 16.7 6.7 11.7 8.4 8.4 3.4 8.8 6.3 6.3 2.5 12 53.0 37.5 37.5 15.0 26.5 10.8 18.8 7.5 20.0 14.0 14.0 5.6 AREAS CALCULATED ON 300 PSI TEST PRESSURE. Y-O" MIN. COVER FOR WATERMAIN LESS THAN 12". 4'-0" MIN. COVER FOR WATERMAIN 12" OR GREATER. MAX. HEIGHT OF THRUST BLOCK (FT) = 0.5 x DEPTH OF TRENCH MIN. HEIGHT OF THRUST BLOCK (FT) = O.D. PIPE + 1.0' TRUST BLOCK BEARING REA REFERS TO THE .ACE OF BLOCK MEASURED IN SQUARE FEET NOTES: 1. LOCATION AND SIZE OF BLOCKING FOR PIPE LARGER THAN 12"DIAMETER AND FOR SOIL TYPES DIFFERENT THAN SHOWN SHALL BE DETERMINED BY THE ENGINEER. 2. ALL BLOCKING SHALL BE POURED IN PLACE AGAINST UNDISTURBED NATIVE GROUND. 3. ALL POURED THRUST BLOCKS SHALL BE BACKFILLED AFTER MIN. 1 DAY. PRESSURE TESTING SHALL OCCUR AFTER CONCRETE HAS REACHED NOMINAL COMPRESSIVE STRENGTH. 4. ALL BLOCKING SHALL BE CONCRETE CL 5 (1-1/2-). 5. BLOCKING AGAINST FITTINGS SHALL BEAR AGAINST THE GREATEST FITTING SURFACE AREA POSSIBLE, BUT SHALL NOT COVER OR ENCLOSE BELL ENDS, JOINT BOLTS OR GLANDS REASONABLE ACCESS TO BOLTS AND GLANDS SHALL BE PROVIDED. PUBLIC WORKS CONCRETE BLOCKING FOR STD. PLAN - 330.2 � DEPARTMENT HORIZONTAL AND DOWNWARD o VERTICAL BENDS MARCH 2O10 JSB 07/30/21 SURVEYED: JK DESIGNED: JSB DRAWN: JSB CHECKED: RCJ BY DATE AP. R APPROVED:BDA SCALE: AS NOTED EXTEND NEW TOP COURSE 1 FOOT PAST TRENCH AND OVER EXISTING BINDER I, I I I NEW TOP ASPHALT COURSE NEW BINDER AND BASE ASPHALT COURSE NEW SUBBASE COURSE SAW CUT EXISTING PAVEMENT (TYP.) EXISTING TOP ASPHALT ASPHALT TACK COAT EXISTING EDGES OF PAVEMENT MINIMUM 2' WIDE OR 6" MIN. EITHER SIDE OF UTILITY, WHICHEVER IS GREATER CITY OF RENTON Planning/Building/Public Works Dept. EXISTING SUBBASE LIMIT OF TRENCH EXCAVATION BACKFILL PER EARTHWORK SPECIFICATION UTILITY CONDUIT IF UNSTABLE MATERIAL IS ENCOUNTERED, EXCAVATE TO OBTAIN ASTABLE BOTTOM UTILITY TRENCH DETAIL NTS PVC ROOF OR CANOPY DRAINS TO BUILDING (SIZE VARIES) SEE PLAN & PROFILE SHEET FOR ACTUAL al ►7[�79��Ii'�J: DISTANCE OF 45° TO TIE IN VARIES WITH ELEVATION OF STORM MAIN USE INSERTA TEE TO MAKE CONNECTION TO MAIN PRIVATE 8" STORM SEWER CONTRACTOR TO ADJUST ANGLE AS NECESSARY TO ACCOMMODATE DOWNSPOUT LEADER FROM BUILDING. CONTRACTOR TO MAINTAIN POSITIVE ANGLE TO ENSURE PROPER DRAINAGE IN MAIN LINE. ROOT DRAIN CONNECTION TO STORM SEWER SCALES: NOT TO SCALE INSERTA TEE INSTALLATION INSTRUCTIONS 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 PROCEDURE 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. 8. INSTALL SIDE SERVICE PIPE IN NORMAL MANNER. 6 R-418508 z T-41850i O in Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS ^Q I..L X ui I..L U_ WALMART #2516 07/29/2021 FlEL°BOOK:BOOK L PAGE WALMART SUPERCENTER PICKUP EXPANSION CONSTRUCTION DOCUMENTS SITE DETAILS (SHEET 2) DRAW RAWINGC4• 1 SHEEP: OF: 8 17 AS -BUILT SET LO 00 T I W I— ATER PLAN GENERAL NOTES Standard Plan No. 300 r 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT ATTHE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1-800-424-5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND "CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON -SITE. 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/AWWA C110/A21.10-82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10-INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12-INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAYBE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BYTHE PUBLIC WORKS INSPECTOR. 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. W ti�Y o PUBLIC WORKS STD. PLAN - 300.0 •` ` DEPARTMENT WATER PLAN GENERAL NOTES MARCH 2O10 TESTING DETAIL t 10 FT EXISTING TEE, DEAD END LINE, CAP OR PLUG DO NOT DISTURB BLOCKING NEW WATER LINE n H— VERTICAL CROSS (MJxFL) FOR POLYPIGGING 1-BLIND FLANGE ON TOP WITH 2"TAP & 2"PLUG 1-BLIND FLANGE ON BOTTOM 1-PLUG(MJ) W/2"TAP & 2" BLOW -OFF TEMP. BLOCK FINAL CONNECTION DETAIL NEW WATER LINE EXIST. WATER LINE AFTER ALL TESTING, CLEANING BY POLYPIG AND DISINFECTION, REMOVE TEMP. BLOCK & BLOW -OFF & CONNECT TO EXISTING WATER LINE WITH SLEEVE (MJ) AND D.I. SPOOLS FINAL CONNECTION BY CITY FORCES 1 STD. PLAN - 300.5 a®� PUBLIC WORKS CONNECTION TO WATER MAIN 7� DEPARTMENT EXISTING TEE OR END LINE CAP MARCH 2O10 NOTE: INFORMATION FOR AS -BUILT DRAWINGS SUPPLIED BY GENERAL CONTRACTOR. FIRE HYDRANT SHALL BE COREY—TYPE EQUAL TO IOWA F-5110 OR COMPRESSION TYPE SUCH AS CLOW MEDALLION; M & H 929, MUELLER SUPER CENTURION 200, AND WATEROUS PACER WITH 6" MECHANICAL JOINT INLET WITH LUGS. 5-1/4" MAIN VALVE OPENING. TWO 2-1/2" HOSE CONNECTIONS NATIONAL STANDARD THREADS. 4" PUMPER CONNECTION CITY OF SEATTLE THREADS WITH A STORZ ADAPTOR, 4.875" SEATTLE THREAD X 5" STORZ, ATTACHED WITH 1/8" STAINLESS STEEL CABLE. 1-1/4" PENTAGON OPERATING NUT. FIRE HYDRANT TO BE PAINTED WITH TWO COATS OF PAINT. KELLY—MOORE/PRESERVATIVE PAINT No. 5780-563 DTM ACRYLIC GLOSS, SAFETY YELLOW OR APPROVED EQUAL PUMPER CONNECTION TO FACE ROADWAY OR AS DIRECTED BY RENTON FIRE DEPARTMENT. FIRE HYDRANT EXTENSION TO BE USED IF REQUIRED. MIN. 18" TO 20" BEHIND BACK OF 0 MAIN LINE TEE. WITH 6" FLANGE SIDE OUTLET. �> n 6" GATE VALVE (FL X MJ) AWWA C-509, RESILIENT SEAT 6" DUCTILE IRON PIPE, CLASS 52 CEMENT LINED, LENGTH TO FIT 2-3/4" COR-TEN STEEL TIE RODS. 16" x 8" x 4" MININUM 1/2 YARD OF 1-1/4" WASHED DRAIN ROCK CONCRETE BEARING V ABOVE BOOT FLANGE. PLACE 8 MIL BLOCK UNDER HYDRANT POLYETHYLENE FILM AROUND TOP AND SIDES OF GRAVEL. FIRE HYDRANT ASSEMBLY 2"-o 1 CURB OR 12" BEHIND BACK OF 3' SIDEWALK THAT IS ADJACENT TO CURB 4.875" x 5" STORZ \ \1� 5'x5'x6" THICK CONCRETE PAD AROUND HYDRANT. FINISH TO MATCH SIDEWALK. �® EXPANSION JOINT AT fCONCRETE SIDEWALK OR PLANTING STRIP 36" MIN COVER BACK OF SIDEWALK (CONCRETE THRUST BLOCK CUT LEVEL ALL GROUND MIN 3' RADIUS ONE MAN ROCK- 1 6 6" CONCRETE PAD TWO-PIECE CAST IRON VALVE BOX WITH LUG TYPE COVER. EQUAL TO OLYMPIC FOUNDRY CO. STANDARD 8" TOP SECTION WITH REGULAR BASE SECTION LENGTH TO FIT. VALVE NUT EXTENSION AS REQUIRED. RAISED PAVEMENT MARKER TYPE 88-A STIMSONITE TWO-WAY BLUE REFLECTIVE CONCRETE BLOCKING LEVEL ALL GROUND MIN 3' RADIUS 6" CONCRETE PAD El LL HYDRANT LOCATION IN CUT OR FILL Y PUBLIC WORKS FIRE HYDRANT ASSEMBLY STD. PLAN - 310.1 DEPARTMENT MARCH 2O10 PICKUP EXTERIOR SIGN SCHEDULE DESCRIPTION DIMENSIONS QUANTITY WAITING SPACES LEFT 18 X 24 — WAITING SPACES RIGHT 18 X 24 — WAITING SPACES AHEAD 18 X 24 — RESERVED WAITING 18 X 24 — PICKUP LEFT PHARMACY RIGHT 18 X 24 — PICKUP RIGHT PHARMACY LEFT 18 X 24 — STOP THANKS FOR ORDERING 18 X 36 — PICKUP HOURS 18 X 36 — RESERVED 18 X 18 41 PHONE NUMBER 8 X 18 41 VERTICAL PICKUP 18 X 36 41 PICKUP LEFT 18 X 24 2 PICKUP AHEAD 18 X 24 — PICKUP RIGHT 18 X 24 3 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. PICKUP EXTERIOR SIGN SCHEDULE N.T.S. FINISH LEGEND P5E SAFETY YELLOW P76 WALMART BLUE NO. CCD #6 REVISION TEMPORARY 2" GALVANIZED PIPE AND 2" GATE VALVE FINISHED GRADE ELEVATION INSTALL 2" PLUG ON TOP BLIND FLANI'F AFTER REMOVAL OF POLYPIG 3 FT MIN. COVER (10—INCH DIAMETER AND UNDER) 4 FT MIN. COVER (12—INCH DIAMETER AND OVER) I NEW WATER MAIN POLYPIG D 1 VERTICAL CROSS FOR POLYPIGGING STATION: IIZE OF VERTICAL CROSS SHALL BE THE SAME AS SIZE OF MAIN LINE VERTICAL CROSS (MJ X FL) ONE BLIND FLANGE ON TOP OF CROSS WITH 2" TAP & 2" TEMPORARY BLOW -OFF ASSEMBLY iREMOVE BLOW -OFF ASSEMBLY AND INSTALL 2" PLUG AFTER REMOVAL OF CLEANING "POLY -PIG") ONE BLIND FLANGE ON BOTTOM OF CROSS ONE PLUG (MJ) ON END OF CROSS CONCRETE BLOCKING ALL DEBRIS AND POLYPIGS SHALL BE REMOVED FROM SUMP OF VERTICAL CROSS BEFORE ')ISINFECTION OF NEW WATER MAIN PUBLIC WORKS POLY PIG STATION FOR CLEANING OF (! y DEPARTMENT WATER MAINS F: STD. PLAN - 300.6 MARCH 2O10 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. PICKUP LANE STRIPING. 12'-0" PAINT TRAFFIC WHITE, TYP. TYP G.C. TO SEAL COAT STRIPING PER SPEC z SECTION 02787 DJ J J J Q ~ 0 10'-0" TYP 0 z 2,-0„ S2 TYP X Lu U Q "PICKUP" PARKING STALL (AT CANOPY DETAIL 2'-6" NUMBERS SHALL BE PAINTED TO MATCH EXISTING STALL STRIPING COLOR 0 NOTE: M PAVEMENT MARKING SHALL MEET UNISPEC SECTION 02765 - PAVEMENT MARKING "PICKUP" PAVEMENT NUMBERS N.T.S. JSB 07/30/21 SURVEYED: JK SCALE: DESIGNED: AS NOTED JSB DRAWN: JSB CHECKED RCJ BY DATE APPR APPROVED: BDA SHACKLE RODS TYPE A BLOCKING ...• n, oo. i"• vronnn, Dr"mc J TYPE O PUBLIC WORKS CONCRETE BLOCKING FOR VERTICAL STD. PLAN - 330.3 a® DEPARTMENT FITTINGS MARCH 2O10 30" . NOTE: - SIGNS SHALL HAVE DIAMOND GRADE, ASTM TYPE XI, rrSHEETING. WHITE LEGEND RED BACKGROUND R1-1 30"X30" STOP SIGN WITHIN PARKING LOT N.T.S. 30" ' NOTE: SIGNS SHALL HAVE HERE DIAMOND GRADE, ASTM TYPE XI, SHEETING. FOR LEGEND,BORDER -BLACK BACKGROUND WHITE (RETROREFLECTIVE) STOP SYMBOL RED (RETROREFLECTIVE) R1-5b STOP FOR PEDESTRIANS N.T.S. ® CITY OF RENTON Planning/Building/Public Works Dept. 30" DO NOT 0 ENTER WHITE REFLECTIVE SIGN WITH RED DISC, WHITE LETTERING AND HORIZONTAL WHITE LINE R5-1 "DO NOT ENTER" SIGN N.T.S. A F WAS" L56606 c_ R-418509 Z A O T-418504 in IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q X I..LI II i U_ WALMART #2516 07/29/2021 WALMART SUPERCENTER PICKUP EXPANSION FlEL°BOOK:BOOK Q CONSTRUCTION DOCUMENTS PAGE: PAGE DRAWIN SITE DETIALS (SHEET 3) C4,2 Q SHEET: OF: 9 17