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Home My WebLink AboutTED2703518.1 (2)23 3/4" 00 0 1`0 0 o � L o N " z N g z w 0 a y AM U N zz z V) _ I I 00 0 8 4 N > 0 s wW Z Y w <y3 0. � I w I I a_ Q Lv I I Q I p I mI FOR SLOT DETAIL SEE STD DETAIL DWG D-7 LEVELING PAD (6 MIN) J 1 /8"X 3/4"X 2 5' DRAFT NOTES: SELF -LOCK VANED GRATE MANFACTURER SUBJECT TO APPROVAL BY ENGINEER. USE WITH TWO LOCKING BOLTS 5/8"-ll NC STAINLESS TYPE 304 STEEL SOCKET HEAD ALLEN HEAD) )BOLTS, 2" LONG. NOTE SLOT DETAIL. MATERIAL IS DUCTILE IRON ASTM A536 GRADE 80-55-06. "OUTFALL TO STREAM DUMP NO POLLUTANTS" MAY BE LOCATED ON BORDER AREA. SHALL CONFORM TO SEC 7.05 OF THE STANDARD SPECIFICATIONS. WELDING IS NOT PERMITTED. EDGES SHALL HAVE 0.125" RADIUS, 0.125" CHAMBER OR COMPLETE DEBURRING. USE A BI-DIRECTIONAL VANED GRATE IN SAG VERTICAL CURVES. • m 25,00' 0, 5' 16,00' 2 SAW CU 2% 17 3/4" SURFACE WATER UTILITY VANED GRATE ADOPTED / \ CITY OF RENTON ♦� i♦ STANDARD PLANS N O LST DATE: 12/96 DWG. NAME: BR-02B SP PAGE: B019 SIDEWALK• 4" MIN CLASS 'B' ASPHALT CONCRETE PAVEMENT - 2 LIFTS REQUIRED VERT, CURB AND 4' MIN CRUSHED SURFACING TOP COURSE GUTTER CRUSHED SURFACING BASE COURSE TO BE DETERMINED BY FIELD C❑NDITI❑NS STA 1 +34 TO 1 +86 N.T.S. ALTERNATE 1 Q-al A�� SIDEWALK AND PLANTER STRIP 2 (TYP) co yyaQ' � S' �s- r,A ALTERNATE 2 A <c � �+- A DRIVEWAY OR ALLEY SEE ZONING CODE FOR FOR MAX & MIN WIDTHS L 10" COMMERCIAL ZONE 6" RESIDENTIAL ZONE O A SIDEWALK NEXT TO CURB L 10" COMMERCIAL ZONE (NO PLANTER STRIP) 6" RESIDENTIAL ZONE THICKENED BASE OF CURB & GUTTER TO MATCH APPROACH THICKNESS NOTES; ON COMMERCIAL APPROACHES. (TYP) 1. DUMMY JOINTS SHALL BE PLACED NOT TO EXCEED 15' C/C NOR LESS THAN 10' C/C. THEY SHALL NOT BE LESS THAN 3/16" IN THICKNESS AND SHALL BE 2-1/4" DEEP. 2. 1 /2" THRU JOINTS SHALL BE PLACED AT BACK, SIDES AND FRONT (BEHIND CURB) OF APPROACH, AND IN CURB/GUTTER TO DUMMY JOINTS. 3. CEMENT CONCRETE SHALL BE CLASS 3000 AIR ENTRAINED. 4. ALL JOINTS SHALL BE CLEANED AND EDGED. 0 5. APPROACH SHALL NOT BE POURED INTEGRAL WITH CURB AND GUTTER, BUT MAY BE POURED 0 Ul INTEGRAL WITH STANDARD CURB (SEE DETAIL "A"). w 6. SUBGRADE COMPACTION SHALL BE 95% MODIFIED PROCTOR. 7. APPROACH CENTERLINE TO MATCH THE DRIVEWAY/ALLEY CENTERLINE. THE APPROACH WIDTH WILL BE 10' WIDER THAN THE DRIVEWAY/ ALLEY WIDTH. STORM DRAINAGE GENERAL NOTES 1. BEFORE ANY C❑NSTRUCTI❑N OR DEVELOPMENT ACTIVITY OCCURS, A PRE-C❑NSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON PLAN REVIEWER, 2, ALL C❑NSTRUCTI❑N SHALL BE IN ACCORDANCE WITH THE '1996 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL C❑NSTRUCTI❑N' PREPARED BY W,S,D,❑,T„ AND THE AMERICAN PUBLIC WORKS ASS❑CIATI❑N (APWA), AS AMENDED BY THE CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, 3, THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACC❑RDING TO THE APPROVED PLANS WHICH ARE ON FILE IN THE DEPARTMENT OF PUBLIC WORKS. ANY DEVIATI❑N FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 4, A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER C❑NSTRUCTI❑N IS IN PROGRESS, 5, DATUM SHALL BE NAVD 88, UNLESS ❑THERWISE APPROVED BY CITY OF RENTON DEPARTMENT OF PUBLIC WORKS, REFERENCE BENCHMARK AND ELEVATI❑N ARE NOTED ON THE PLANS, 6, ALL SEDIMENTATI❑N/EROSION FACILITIES MUST BE IN ❑PERATI❑N PRI❑R TO CLEARING AND BUILDING CONSTRUCTI❑N, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTI❑N IS COMPLETED AND THE P❑TENTIAL FOR ❑N-SITE ER❑SI❑N HAS PASSED. 7. ALL RETENTI❑N/DETENTI❑N FACILITIES MUST BE INSTALLED AND IN ❑PERATI❑N PRI❑R TO OR IN CONJUNCTI❑N WITH ALL C❑NSTRUCTI❑N ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTI❑N, B, GRASS SEED MAY BE APPLIED BY HYDR❑SEEDING. THE GRASS SEED MIXTURE, OTHER THAN CITY OF RENTON APPROVED STANDARD MIXES, SHALL BE SUBMITTED BY A LANDSCAPE ARCHITECT AND APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTI❑N. 9, ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED F❑UNDATI❑N IN ACCORDANCE WITH SECTI❑N 7-02.3(1) OF THE CURRENT STATE OF WASHINGT❑N STANDARD SPECIFICATI❑N FOR ROAD AND BRIDGE C❑NSTRUCTI❑N, THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATI❑N MATERIAL AS WELL AS PLACEMENT AND C❑MPACTI❑N OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE UNYIELDING BASE, ALL PIPE BEDDING SHALL BE APWA CLASS 'C', WITH THE EXCEPTION OF PVC PIPE. ALL TRENCH BACKFILL SHALL BE COMPACTED TO MINIMUM SIT FOR PAVEMENT AND STRUCTURAL FILL AND i911THERWISE PER ASTM D-1557-70, PEA GRAVEL BEDDING SHALL BE 6' OVER AND UNDER P,V,C, PIPE, 10, GALVANIZED STEEL PIPE AND ALUMINIZED STEEL PIPE FOR ALL DRAINAGE FACILITIES SHALL HAVE ASPHALT TREATMENT #1 OR BETTER INSIDE AND ❑UTSIDE, 11. STRUCTURES SHALL NOT BE PERMITTED WITHIN 10 FEET OF THE SPRING LINE OF ANY STORM DRAINAGE PIPE, OR 15 FEET FROM THE TOP OF ANY CHANNEL BANK, 12. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 13. OPEN CUT ROAD CR❑SSINGS THROUGH EXISTING PUBLIC RIGHT OF WAY WILL NOT BE ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS ADMINISTRATOR, 14. ROCK FOR ER❑SION PR❑TECTI❑N OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF 1 FOOT AND MUST MEET THE F❑LL❑WING SPECIFICATI❑NS, 4'-8'/40 %-70 % PASSING; 2'-4' R❑CK/30%-40 % PASSINGj AND -2' ROCK/10 %-20 % PASSING. 15. ALL BUILDING DOWNSPOUTS AND F❑❑TING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE DEPARTMENT OF DEVELOPMENT SERVICES, PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSI❑NED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY COMPLETI❑N. 16. ISSUANCE OF THE BUILDING OR C❑NSTRUCTI❑N PERMIT BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE C❑NTINUING LEGAL ❑BLIGATI❑N AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITI❑N, FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY ❑BLIGATI❑N FOR THE PROPER FUNCTI❑NING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING C❑NSTRUCTION. 17. THE CONTRACTOR SHALL BE RESP❑NSIBLE FOR PR❑VIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PR❑TECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS To PROTECT THE LIFT, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK COVERED BY THE CONTRACT. ANY WORK WITHIN THE TRAVELED RIGHT OF WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE AN APPROVED TRAFFIC CONTROL PLAN BY THE TRAFFIC ENGINEERING DIVISI❑N OF THE DEPARTMENT OF PUBLIC WORKS, ALL SECTIONS OF THE W,S,D,❑.T, STANDARD SPECIFICATI❑NS 1-07-23 TRAFFIC CONTROL SHALL APPLY, 18. SPECIAL DRAINAGE MEASURES WILL BE REQUIRED IF THE PROJECT LOCATI❑N IS WITHIN THE AQUIFER PR❑TECTI❑N AREA (APA), EDP EDP 5' 10, 5' I 5 5 t 1/Z" OV►• 1�l.gs � J PjN NOC SfiCAAkrrY % AW O GOu NTE"NK SCRw S.S. (TYP ) - 3 // 3I Or 2" COMP DEPTH CL, B ASPHALT CONC � I 17�4?.d"G�l.V1llfZf,D 4' CRUSHED ROCK vWIEHOIrs LID A TYPICAL DRIVEWAY ACCESS ` 2 g1 3D 1 W 1 ae, 1nM -ru Ir,+c. sTp. � - IZ7 L 06W WA L117 G�3 IL w 6' MIN Q LL_U OQ LL_ m 2 (TYP) Y 1 [ Q mQ FUSE KITS QUICK DISCONNECT 10 S.E.C.OREQUAL NLINE FUSE KITS TO LUMINAIRE CURB AND GUTTER SHOWN SEE DETAIL "A" HOWEVER, OTHER CURBS MAY rE USED. (SEE STANDARD PLANS) SECTION A —A 10/22/96 Edited graphics, text. Added note 7. DCV DRT DATE REVISION I BY APPR'D 6" JOINT � � 3/16" SCORE LINE —I 18" DETAIL A APPROACH WITH MONOLITHIC CURB SEE NOTE 5 CEMENT CONCETE APPROACH FOR DRIVEWAYS AND ALLEYS Y p� ADOPTED CITY OF RENTON STANDARD PLANS IV IT LST DATE: 12/96 DWG. NAME: FR01 N SP PAGE: FO06 CEMENT CONCRETE APPROACH U FOR DRWEWAYS AND ALLEYS TYPICAL DESIGN 'B' JUNCTION BOX SPLICE KITS CLEAR EPDXY SPLICE KITS ON ALL THRU WIRE RUNS 4" CONCRETE PAD —� #8 BARE COPPER GROUND WIRE 1 #8 GROUND WIRE 2 - LIGHTING SYSTEM WIRES TO CONTACTOR (SIZED AS REQ'D.) 5/8"x8' COPPER CLAD GROUND ROD GROUND LUG I Y l li I DRAINMHOILE M 2" MIN. GROUT UNDER POLE BASE 5" 9" GROUND CLAMP 4' PVC L � CONDUIT SYSTEM CONCRETE FOUNDATION 3' SQ. OR DIA. TOP OF CONCRETE FOUNDATION TO BE LEVEL WITH TOP OF SIDEWALK OR CURB. TITLEI TITLE2 TITLES TITLE4 TITLES ti'SY p ADOPTED G CITY OF RENTON .I STANDARD PLANS LST DATE: DATE DWG. NAME: DWG# SP PAGE: PAG 7' 0 o ION • e•: ' = 3 r O O J STREET LIGHT POLE JUNCTION BOX PLAN VIEW 4" DEEP z O H z w w O ZO U d of w U 0_ U) Lu Imo- p z w 2 2 O U rn 0 o w (V H 00 Q o p 0 O z > w KNI O : % ae w°J a H:¢ �°°°°°°'Q�Oc��t Q• wu� w O >_ o w¢00 m Y F-1xZ~�w �0c*;O rh�O�a U LU U W d � 3z° W0C) H z [CINw m cf) O > m O Z Q 0 0 J m p p w z 0 U) w p Z r n r d SIDE VIEW ' . •try J W . o w 0 1 LIGHTING STANDARD & JUNCTION BOX Lz V PLAN VIEW 1' U 06 W v INDIVIDUAL JUNCTION BOX C) J Q C nJ c NOTE: �^ 0 CLASS 'B' CONCRETE TO BE USED CONCRETE PAD DETAILS IN CONSTRUCTION OF PAD Y ADOPTED Q CITY OF RENTON + ` STANDARD PLANS Z N'4 LST DATE: 04/04 I— z DWG. NAME: J008 SP PAGE: J008 O DATE REVISION BY PPR U U Lu z w O w ULI RECOMMENDED FOR APPROVAL a n By! Date �/I / _s' DATE 09/25/2008 By: ( JOB N0. R 3 5 1802 Datel�jloy / DWG NO. By! /fr Date; ,►=��/� Q SHEET By; Date: 2 OF 3