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Home My WebLink AboutzT-3955 SetO 75 O U z O z W rr U U) _ o —z Q MAIN CB— OP=32.35 TOP=32.7 ,IV=29.97 INV=28.7 INV=29. � INV=29. ( �I VE Q AND G G— ICT DRIVE --- ---- ---- -- - ,UCT JgiD _— —Fi �C 12+22.56 SIDEWALK G � Tv P V 8 mTV y�r BRICK \ CONCRETE SIDEWALK WHITWORTH AVE S COORD STREET RESTORATION T FOR CAPPED WATER SRVC (RESTORATION BY COR) ME11 ST 112'+76.56 24. ';TH EX GAS VALVE R LAC EX C�CA T BE REMOV W/ PE HH. S� N T �� Q P� F cn cn O '�? 2 6.1 —TELEPHONE VAULT I11111I%ifrru design PLLC A CIVIL ENGINEERING COMPANY 219 First Avenue S., Suite 401 Seattle WA 98104 206 402 4644 TV AND TEL NOT LOCATED IN THIS AREA SIDEWALK STA 13+07.34, 24.3' RT EASEMENT REPLACE EX CENTURYLINK HH W/UTILITY VAULT 466TA. SEE NOTE 4 NV=30.6 BUILDING 400 2 BID ADDENDUM # 1 3 BID ADDENDUM # 2 5 CONSTRUCTION ASI-1 N0. 1 REVISION BRICK 08 18 2017 SURVEYED_ 08 29 2017 DESIGNED: 11 15 2017 DRAWN: TTG TTG CHECKED: WE BY DATE APPR APPROVED: BRICK GAS VALVE �aa TELEPHONE JAuL_ I �f j z m Q SCALE: VERTICAL: NAVD 1988 1 " = 10' HORIZONTAL.* NAD 1983/1991 ONE INCH DATUM AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY LEGEND Q L DATUM NAVD 88 RESTORE EX ACP OVER PCCP PER COR STD PLAN 110 AND 110.1 2" GRIND AND HMA OVERLAY SIDEWALK PER NOTE 6 0 SIDEWALK PER COR STD PLAN 102 W/LAMP BLACK PIGMENT TO MATCH EX. SEE NOTE 7 z CEM CONC DRIVEWAY PER COR STD PLAN 104.4 NOTES 1. SEE SHEET C1.0 AND C1.1 FOR GENERAL NOTES. 2. RESTORATION FOR ALL UTILITY CUTS IN EXISTING PVMT SHALL BE PER CITY OF RENTON TRENCH RESTORATION AND OVERLAY REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH CITY OF RENTON AS REQUIRED AND SHALL PAY ALL COSTS FOR RESTORATION. 3. REMOVE EXISTING FEATURES AS REQUIRED FOR CONSTRUCTION OF NEW IMPROVEMENTS. 4. VAULT/HH/METER BOX COVER SHALL BE AS FOLLOWS: - WATER METER BOXES: ARMORCAST POLYMER CONCRETE COVER W/ NONSKID SURFACE - STREETLIGHT/IRR: FOGTITE CITY OF SEATTLE TYPE 1 HH NONSKID GALV. COVER - ELEC/COMM/PRIVATE UTILITY: SAME FINISH AS STREETLIGHT/IRR. COVERS 5. SIDEWALK AND CURB RESTORATION SHALL BE TO THE NEAREST JOINT. 6. SIDEWALK SHALL BE MEDIUM LIGHT SANDBLAST FINISHED WITH 0.5" DEEP, 2'x2' SAWCUT SCORE JOINTS. CONSTRUCT 4'x4' MOCKUPS AS REQ. TO OBTAIN COR APPROVAL OF SANDBLAST FINISH AND SCORING PRIOR TO CONSTRUCTING PERMANENT WALK. • BLAST MEDIUM - #360 MESH SILICON CARBIDE - SEE SHEET C7.6 FOR SPEC • AIR PRESSURE - 100-110 SI • HOSE DIA - 1 " • HOSE LENGTH - BETWEEN 50'MIN-100'MAX • SPRAY NOZZLE - #5 • APPROXIMATE DISTANCE FROM NOZZLE TO BLASTING SURFACE - 1'-2' • SPRAY DURATION - 5-10 SECONDS • SPRAY PATTERN - CONSTANT CIRCULAR OVERLAPPING MOTION. • SURFACE PREPARATION - CLEAN AND DRY 7. CONTRACTOR TO CONFIRM SIDEWALK PIGMENT COLOR WITH CITY OF RENTON PRIOR TO INSTALLATION. 5 8. CONTRACTOR TO REPLACE RAISED PAVE NT R GS ALON R ADWAY EN LI NECESSARY PER COR STD PLAN H007 AND H007.2 CALL 48 HOURS BEFORE YOU DIG! 811 CITY OF } F RENTON Planning/Building/Public Works Dept. STREET TREE TABLE STA LOCATION TYPE 12+48.6, 22.5' RT ACER GRANDIDENTATUM 'SCHMIDTH'/ ROCKY MOUNTAIN GLOW MAPLE ��12+92.6, ACER GRANDIDENTATUM 'SCHMIDTH'/ ROCKY MOUNTAIN GLOW MAPLE N, O T CU T Q J O O T ri7 T-395501 R-395508 LU IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 RENTON COMMONS LLC 215 WHITWORTH AVE S, RENTON, WA 98057 ROW FRONTAGE IMPROVEMENT AND RESTORATION PLAN m U) z 0 5 2 0 CU z O DATE: 11/15/2017 FIELDBOOK: PAGE: DRAWING NO: C6.0 ,z SHEET: Q OF: 15 v Z 5� L U Z I- Z W rr a w Q z J 1: FACE OF CURB 5 112' 1" 1/2'R. 1"R'] .. 11:24 70P OF _ - 1/2" R. ROADWAY L 1 CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:24 TOP OF 2" R. ROADWAY Y / T- 6" - DEPRESSED CURB SECTION AT SIDEWALK RAI 6" CEMENT CONCRETE 1i2" R. -- - I" R - SIDEWALK RAMP VARIES OR LANDING I FROM / I 6" TO 0 T --- 6 `r ° r o 3/8" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB 612' SEE DEPRESSED CURB DETAIL THIS SHEET 24 TOP OF 1 1/2" R. ROADWAY T L D ° 4 1 DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF CURB TOP OF ° tD ROADWAY GUTTERSURFACE I �f 1 I 1" R. - \ R. CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES'. ' t 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Not used. 3. For Depressed Monolithic Driveway Curb IS. Gutter Section see Standard Plan 1042 ��Y o STD. PLAN - 101 PUBLIC WORKS DEPARTMENT CONCRETE CURBS PR 'ED FNTO GreliZimmerman. Public Works Administrat.I l ,r_ BID ITEM (INCLUDES SIDE .. 6 MW�_ VARIES (SEE N( 10 LFOFPAVE r DRIVEWAY REQUIRED 1� 316' EXPAN510N1 JOINT m'P.I (SEE STD PlAN,1 - TSEE1 r' yI 0 m�N CONSTRUCTIONlOIRAMNT -"-' ~ i SEENOTEI CEMENT CONCRETE PSLOPEWITHI(TV J / (8' Cl1Reb GUTTER -J /�v/ ITSBE dl:, 3,Sr'D`ONTRACTION JOINT (TYP I J/ (SEE STD PLAN 102) PLAN VIEW (TYPE C3 SHOWN, C1 a C2 6 C-MAX SIMILAR) (SEE NOTE 9) ES ISEE NOTE 101 � �: CMIN DEPRESSED CURBb GUTTER-,\ '(SEE NOTE 3) SIOEWN.K /� LB'EXIPANNJOIN'(TYP.) cl:rilrw I n 1 SE 9T0 PLAN 01 SIDEWALK VAOTN 12' FYP) Lfsx n1PN.iN M,x IEwAYJ 98`rull IN. ,GIRTH SEC ION I For NOTES see STD. PLAN 104.2 5 IA 12Y p STD. PLAN - 104.4 Q'$®� PUBLIC WORKS CEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCE - TYPES C1 B, C2B, pPRO 1 A Tod C36, and C-MAXB (WITH BUFFER) Gregg Zimmerman, Public Works Administrator SEE NQIE2 /B'R X 5/8"D DUMMY JOINT BEE NOTE2 2'- If b r II I I I 3/8- PREMOLDED JOINT FILLER (TYP) CEMENTCGNCREIE CURB AND GUTTER PLAN VIEW FACE CENTERLINE OF CURB� FRAME b ORATE I 5 1/2", 1"MATCH 1/2- R. 1' R. ROADWAY FRAME AND ORATE - NOT INCLUDED IN CURB AND GUTTEIRSID ITEM SLOPE ° ,R. Ese TOP OF ROADWAY ,EMEC _I D N. • ° P D • 0 D p .. ADJUSTMENT SECTION NOT INCLUDED 1.' .•D' IN CURB AND GUTTER END REM • •• ` CATCH BASIN - NOT INCLUDED D . .•p ,P D, D- IN CURB AND GUTTER END ITEM SECTION / GENERAL NOTES: The intent of this design is to facilitate the removal / of a catch basin with minimal disturbance of the curb. The expansion joints of the adjacent sidewalk shall / be adjusted to be in line with these curb I expansion joints. I I I I I J ISOIVE41C VIEW Vi S3'D• PLAN - 101.1 CEMENT CONCRETE CURB PROD: +.+ PUBLIC WORKS INSTALLATION AT i DEPARTMENT CATCH BASINS DATE SEE COWRAC11 IIL ROUOING 12'IINR(TYP.1 I I _ CURB NOT INGLLI9ED IN°BID ITEM - i s. SEE RAISED EDGE •38'IPREAfOLDED •`'� 1'-0- SIDEWALK ETA THIS SHEET JCNT FILLER ` MIN. (SEE CONTRALTI ( 12-IN, R (T , WITH RAISED EDGE /6URBNOT INCLUDED INEl. ITEM - AH�.�1ER � i ..7.. :• � f f•' :' 38 (IN PR TNT FIL ER f TOP O'ED GRADE I- (INI BELOW LOTH FILLER TOP OF CONCRETE SURFACE SIDEWALK ADJACENT TO CURB t•-D' r D. MIN (SEE CONTRACT) ROU DING 1/2' (IN) R (TYP.) CURB NOT INCLUDED IN BID ITEM - _1 5°L 318-TIN) 1'•..:'�. BRIDGE OR PEDESTRIAN PREMOLDED WALL OR BARRIER RAILING JOINT FILLER ADJACENT TO CURB BARRIER - SEE SIDEWALK (STEEP FI,L SLOPESI CONTRACT PUNS ISEE CONTRACT. WALL OR BARRIER '1 1 ' 1,2- (IN] R (TYP.: -, L� FLUSH � ' L I 15ea CURB NOT INCLUDED IN BID ITEM- SIDEWALK I - VERTICALWALL- 3l8'(INI PREMOLDED ••.«� �._• •-•'Y� 1 SEE DETAIL - JOINT FILLER (TYP.) ' ►' !) 7777 y ADJACENTTO CURB AND RAILING OR WALL Ig+e'Uw PREMOLDED f. JAINT FILLER SIDEWALK BUFFER STRIP (SEE CONTRALTI (SEE NOTE 10) t1 pN SIDEWALK ADJACENT TO WALL DETAIL (TYP'1 CURB NOT INCLUDED IN BID ITEM - �15% 5%MIN 6 LEVEL 1 ••• r ,'SX _� 112' (INI R FINISHED GRACE I' (IN) BELOW TOP CONCRETE SURFACE FOR PLANTING -FLUU SH IF PAVED ADJACENT TO BUFFER STRIP A" m 1 IINI R � • •'. � • G BROONIED FINISH • ` • b' 4' WIDE SMOOTH 0' 4" E �\ TROWELED PERIMETER RAISED EDGE DETAIL 12 \` \` EX END SIDEWALK TRANSVERSE JOINTS TO INCLUDE RAISED EDGE n" 4- CEMENT CONCRETE CURB ` �- (CURB ANDGUTTERSHOWNI NOT INCLUDED IN BID ITEM A' • D \, , For NOTES see STD PLAN 104.2. Paved surfaces must comply with v / STD PLAN 102.1 as applicable 31e i /- CINOSNIDTMEWC.•�. �► �II, 8'T• `• •.•=�+I' --J►-ibIlT�� 1.4 JOINT ILK ONLY B. EXPANSION JOINT IN BOTH 0 CURB AND SIDEWALK I SEE STD PLAN 1011 b ,q •, �b,°�.'•p •, Fes, JOINT AND FINISH PREMOLDED JOINT FILLER DETAIL E EXPANSION JOINT C CONTRACTION JOINT 2Y * PUBLIC WORKS CEMENT CONCRETE ppRODEP LAN - 102 O$ DEPARTMENT SIDEWALK NT AiE -- POLE -- --- - 2'-0" (LUMINAIRE ARM 10'-0" _ DIRECT ACCESS LENGTH) 3.5" DIA (LUMINAIRE ARM LENGTH) TO THE SCREWS u�-i HOLE 45' R 38" 2' TANGENT (� 2.5 R BRACKET -__ � ,.. -�.--- -_ - _. LEADS �r3 r THIS SIDE 4" OD HOLE WIREWAY 06 5/8" I TOP VIEW 12'-0" a o (LUMINAIRE ARM LENGTH) TERMINAL X BLOCK 60' R 46" CONNECTOR OE ^ 1 1/2 P" WIREWAY (LUMINAIRE ARM LENGTH) 4" OD HOLE 52" TANGENT 13.5" TERMINAL BLOCK O HOUSING DETAIL 3.5" DIA HOLE MIN 01 1 19" WIREWAY BRACKET SIDE VIEW DETAILS 6-0 (LUMINAIRE ARM LENGTH) o 7 16' R 22" C> = ROUND CAP ALUMINUM SHROUD = PIGTAIL FROM 11 4" OD HOLE (BY MANUFACTURER) FIXTURE TO MANUFACTURER TERMINAL BLOCK SHALL WELD SHROUD SHALL BE PROVIDED BY MANUFACTURER ALL THE WAY AROUND FOR TERMINAL BLOCK DETAIL, SEE THIS SHEET 8' 0" LUMINAIRE ARM (LUMINAIRE ARM LENGTH) a CLAMP -ON TO ' ¢ LUMINAIRE 30' R 30" LUMINAIRE cJ � CONDUCTORS o z Y DOME STYLE LED LUMINAIRE (WATTAGE AND OPTICS PER PLANS, 4000K CCT, 4" OD HOLE B 120-277V UNIVERSAL DRIVER, WITH FLAT GLASS LENS) BY CYCLONE (OR APPROVED EQUAL) DRIVER SHALL BE INTEGRAL TO THE FIXTURE LUMINAIRE ARM DETAILS DECORATIVE LUMINAIRE LUMINAIRE ARM MOUNTING ti Y O LUMINAIRE AND MOUNTING , TD. PLAN- 117.3 F ®� PUBLIC WORKS BRACKET DETAIL DEPARTMENT ROV D: F_171=f4 55 1/ .DATE nOnn �nA fl 0 design PLLC A CIVIL ENGINEERING COMPANY 219 First Avenue S., Suite 401 Seattle WA 98104 206 402 4644 2 BID ADDENDUM # 1 3 BID ADDENDUM # 2 5 CONSTRUCTION ASI-1 NO. I REVISION �+_ 1DLF OF PAVED DRNEWAY REQUIRED''I. - 38"E%PANSIDN J011.T ITYPI CEMENT n (SEE sm PLAN to21 T `I CONCRETE J � _ SIDEWALK o � o SEE NOTES � I I -- -- LONSTRULTIDN JOINT .. SEE NOTE RAAP WITH 12. Ir _ /l"� CEMENTCONCRETE (B' CURB& SURER SLOPE ITYP', ISEE NOTE 31 18- CONTRACTION JOINT (TYP, (SEE STO PLAN 1Q2) PLAN VIEW vxwes ~-ISEE NOTE 1.) S ]T MAX. SEE NOTE B TYP). fi'MIN �\ 6'MN CEMENT CONCRETE `. BIOEWAIK 6- MIN DEW: CU.AGUT1Hta`I� We' EXPANSION JOINT (TYP) ISEE Nnr'31 SECTION �A ISEE STO PLAN tat) DIFFERENCE IN SLOPE DRNEWAYW PpSRNE SLOPE( SLOPE SHOWN EXAGGERATE.)V7- 6 MIN. DRIVEWAY WI RELATIVE SECTION NEGATIVE BLDPE (SLOPe-� ( • -" SHOWN EXAGGERATED) , /-� F _.. - CEMENT CONCRETE SIDEWALK CEMENTCONCRETE CURB A GUTTER BEE NOTE 31 TES see STD. PLAN 104.2 t�Y O STD. PLAN - 104.1 * s� PUBLIC WORKS CEMENT CONCRETE DRIVEWAY PP �'ED: -R� DEPARTMENT ENTRANCE - TYPE R1 FNTO A Gregg Zimmerman, Public Works Administrator PAINT SPECIFICATIONS: 4' ALUMINUPOLE TOP CAP WITH (3) SET SCRM EWS 0 120' APART ALL ALUMINUM LUMINAIRE, POLE, CAST ALUMINUM " - - BASE PARTS, DECORATIVE BANNER ARMS, AND .. DECORATIVE FLOWER BASKET ARMS SHALL BE xY FACTORY PRIMED AND POWDER COATED. DOME STYLE LED LUMINAIRE 2,_D' (WATTAGE PER PLANS, ALL BANDING AND ALL OTHER MOUNTING HARDWARE 4,DOOK OCT. 120-277V _ -- SHALL BE PAINTED TO MATCH THE COLOR OF THE UNIVERSAL DRIVER, WITH LUMINAIRE POLE. RAT GLASS LENS) BY "JET CYCLONE (OR APPROVED - - FINISH COLOR: 1 9005TX BLACK" EOUAL). DRIVER SHALL BE - INTEGRAL TO THE FIXTURE. - = 4" 0.0. ' ALUMINUM POLE - FOR MOUNTING ARM DETAILS SEE STD DETAIL 117.3 _ --- ______= N4.Ti5- ROUND TUBULAR SECTION 22.25" (NO TAR) PE (2) DECORATIVE BANNER BRACKETS WITH •• ROUND TAPERED POLE SECTION SECURE TOP BANNER BRACKET PRESSURE RELEASE (0.14'/FT) IMTH THROUGH BOLTS AND SPRINGS WITH SHIM TO LEVEL PER / I PROTECTIVE RUBBER MANUFACTURER'S INSTRUCTIONS COATING. LOCKABLE OIE CAST NEMA 3R LOCKING, PRINTABLE, / 2' z 4' DECORATIVE WEATHERPROOF, IN -USE COVER, BANNER MODEL WP1010MC BY INTERMATIC (OR APPROVED 1' DECORATIVE EQUAL) MOUNTED TO GFO BANNER ARM 1WTH FINIAL RECEPTACLE, PAINT TO MATCH POLE. --- - STREET 2' 5* x 5" REINFORCED ALUMINUM LIGHT DECAL NUMBERING PER DECAL j DRIP ACCESS HANDHOLE OPENING DIRECTION ORIENTATION LOCATIONS NUMBERING DETAIL, CITY OF ON POLE WITH i6"-16 HOLE FOR A OF TRAFFIC • ALL HANDHOLE ACCESS RENTON STD. PLAN 121. GROUND CONNECTOR, FLUSH FITTING ALUMINUM DOOR AND GASKET STREET DOORS SHALL BE MOUNTED SECURE BOTTOM BANNER }SEE DECORATIVE i AT 1B0' CURB AND 0' BRACKET WITH 3 ADJUSTABLE FLOWER BASKET SIDEWALK 'RECEPTACLE SHALL BE a STAINLESS STEEL BANDS AND SEE STD DETAIL n7.5 MOUNTED AT 180' SHIM TO LEVEL PER _ < MANUFACTURER'S INSTRUCTIONS `-n 270F 9o' ' CARFLEX CONDUIT AND Ia 4 IRRIGATION HOLE SHALL BE I LOCATED AT 0' ~`0 ISO, I o IS MIN. TO 3.5' MAX POLE SHAFT FABRICATED FROM 6063-T4 ALUMINUM TUBE (POLE ASSEMBLY HEAT TREATED TO T6 CONDITION i AFTER WELDING) 6" OLD. x .250" WALL (POLE) ` TOP OF BASE ACCEPTING 6" STRAIGHT ROUND POLE SECTION. APPLY SILICON SEALANT AT INSTALLATION. 3' x 6" REINFORCED ALUMINUM HANDHOLE OPENING ON POLE WITH %,_16 HOLE FOR A GROUND CONNECTOR, RUSH FITTING ALUMINUM DOOR AND GASKET I j ASTM 356. SPLIT CAST I ALUMINUM BASE WITH 4' x B" 1 REMOVABLE ACCESS DOOR FABRICATED ALUMINUM BASE PLATE EAC!CURB - ASSEMBLY. SEESTD DETAIL 117.5 TOP OF SIDEWALK `1 J FOUNDATION CAP LUMINAIRE AND POLE DETAILS TYPICAL DOWNTOWN STREET =F_____1NTs - Y Gti� o� DOWNTOWN STD. PLAN- 117.4 + PUBLIC WORKS DECORATIVE PEDESTRAIN LUMINAIRE POLE APPROV DEPARTMENT 08Q 18 2017 SURVEYED_ DU 29 2017 DESIGNED: 11 15 2017 TTG DRAWN: TTG CHECKED: MJE BY DATE APPR APPROVED CALL 48 HOURS BEFORE YOU DIG! 811 SCALE: VERTICAL: NAVE) 1988 1 " = 10, HORIZONTAL: NAD 1983/1991AOQ%6CITY OF URI RENTON ONE INCH DATU M e AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY KKKIy^ X CEMENT CONCRETE SIDEWALK CEMENT CONCRETE - CURB 8 GUTTER C,-�Tl (SEE NOTE 3) DEPRESSED MONOLITHIC CURB 8 GUTTER (SEE DETNL THIS SHEET) TYPE C21B, - ISOMETRIC VIEW (COMMERCIAL-, WITH BUFFER) NOTES 1. When a driveway width exceeds 15 feet, construct a full depth Expansion joint with 3 8" joint filler ale the driveway lane lines P 1 1 Ds y FACE OF CURB (see std, plan 102). Construct expansion joints parallel with the (J - etrr _ Of DEPRESSED culls DETAIL anTHssHEET centerline as required at 15' maximum spacing when driveway CONTRACTION JOINT widths exceed 30'. SM PLAN 102 s Iff I- I 6 % r R. TOPOF ROADWAY 2. See std. plan 102 for sidewalk details. - - -- -- / 3. Curb and gutter shown, other curb designs may be specified. See std. plan 101 for curb details. ,Ir "k 4. Not used. 5. The engineer will design all driveways to Include elevations at all NOTE DFBVEWAY LONGITUDINAL EXPANSION points marked with symbol "X". All elevations are at the back of JOINTS SHAM BE FULL DEPTH DEPRESSED MONOLfiHIC CURB 8 GUTTER DETAIL; Curb top on u phlll side. S. Not used. 7. For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10). The expansion joints (see Bid. plan 102) shall be spaced as shown In the corresponding Isometric view. 8. Slopes shall comply with sections 1l or R303.2.2 or _ -- FACE OF ADJACENT CURB R303.2.3 of the Revised Draft Guidelines for Accessible Public Rights -of -Way of November 23, 2005 (PROWAG). � 9. Curb returns for any Type C-MAX Driveway may be approved on / a case -by -case basis. 1° R--CiU1TER SURFACE 10. STREET STANDARDS = Renton Municipal Code (RMC) -Vill Title IV Development Regulations I ° , •� CHAPTER 6 STREET AND UTILITY STANDARDS Section 4-6-060 STREET STAN DARDS DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS DRIVEWAY STANDARDS = Renton Municipal Code (RMC)_- Title IV Development Regulations Driveway Example: TYPE C1B I CHAPTER 4 R=Resklen6el, C=Comrtlercial CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Number of Lanes, Section 4-4-M PARKING, LOADING AND DRIVEWAY (Ml Lane Commercial) REGULATIONS S=BuRer(Plartin9Sbip) Blank=NOBufler -� * PUBLIC WORKS ■` DEPARTMENT CEMENT CONCRETE DRIVEWAY ENTRANCES - NOTES AND DETAILS LAN - 104.2 PSRO �D: T ;r - Gregg Zimmerman, Public Works Administrator -- CONSTRUCTION NOTES -�R F(IMAlibN C016UCM - _)4`FLEXIBLE - rc 3� JL-AI S SZE SM - 1172 CONDUIT FOR JI' FLEXIBLE IRRIGATION CONDUIT FOR 2" CONDO III BELL I SCH 80 REDUCER IRRIGATION --4 (S X T) Lill SCH 80 REDUCER - = I" CONDUIT FOR 2" CONDUIT PATH BELL END IS X T) - W CI,AMFER IRRIGATION MICROTUBING II SEE TYPICAL LIGHTING 1' CONDUIT FOR IRRIGATION � � MICROTU8ING UNDERGROUND D SYSTEM, CITY OF RENTON STD, PLAN 119, MICROTUBING SEE TYPICOUND TING UNDERGRSYSTEM, CITY �_ FOR JUNCTION BOX AND �° O,AAIFER NICRONBING _.. OF RENTON S�. PLAN 119, - .J � PARING CONFIGURATION. RECEPTACLE WIRING PER 6' FOUNDATION FOR JUNCII BOX AND MIRING - COItl(?GURA 11)N. RECEPTACLE L �7� � `51QEWACT( PLANS _ CAP Iji PER PLA�1S ° - IRRIGATION CONIXIIT SHALL BE yy11 _- -- a ROUTED TO IRRIGATION VALVE 4 91 = BOX. IRRIGATION EQUIPMENT ° o110Al10N CONDUIT SHALL BE _ SHALL NOT BE INSTALLED IN st= ROUi"�0 TOI4tR ATION VALVE ELECTRICAL JUNCTION BOXES T BOX. Ar[GATI EQUIPMENT SHALL NOT BE STALLED Bf r ANCHOR BOLT, ALL THREAD, 4 _ ELECTI�CAL JACYI� BOXER v - - TOTAL,'' OIA, 28" LONG (TYP) ° - ANCHOR BOLT, 4 4 1ANCHOR BOLT TEMPLATE $' d _ TOTAL. %" OA (TYP) --- THICK STEEL PLATE. SIZE TO - -- FIT ANCHOR BOLTS AND BOLT ANCHOR BOLT TEMPLATE Y+" - Q;RCLE THICK STEEL PLATE. 5'ZE TO 3V HEX NUTS, STEEL (6 FIT ANCHOR BOL-S A%D B0-' _ - 4 4 REO'D PER ANCHOR BOLD), ORCLFr _ _ ° a II� FLAT WASHERS (6 REOD PER 3f" HEX NUTS, STEEL (6 ° ANCHOR BOLT) PER ANCHOR BQ'-D), 1-1 FA Fk3LWA�EgS (6 REOb PER 4 ANG'!pR Ell -- 4 GONDUMMUCHOR BOLT DETAIL FOR SPREAD FOUNOAT110 CONDUIT/ANCHOR BOLT DETAIL FDRSHAMOUNDATION A. 18° SPLIT CAST e<3 ALUMINUM BASE 8 WITH REMOVABLE ° ACCESS ODOR r�l IT I IMF ALUMINUM POLE SHAFT SPLIT CAST ((((((��ALUMINUM BASE / WITH REMOVABLE / ACCESS DOOR TOP OF r'_._-. ..... x m � LLUMI!NUM HE ALLOY) 3 IOLTS It 1 3C LG. X XTHK. 'L GUSSETS LLOY) 50° WALL OLE DECORATIVE FLOWER BASKET DETAIL- G1�Y o� DOWNTOWN STD. PLAN- 117.5 PUBLIC WORKS DECORATIVE PEDESTRAIN LUMINAIRE POLE pp VED: DEPARTMENT DETAILS FNTo J ATE T- 39550 2 R - 395511 w IN COMPLIANCE WITH CITY OF RENTON STANDARDS 0 m Cn Z 75 2 DATE: U RENTON COMMONS LLC FIELD15/2017 z 215 WHITWORTH AVE S, RENTON, WA 98057 10 PAGE: DRAWING NO: COR STD DETAILS 7 2 ui SHEET: 11 OF: 15 T J T n�