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HomeMy WebLinkAboutT-432406M I O rr 2 U U W LL J LI J Z J I M N N N w x g n ❑ U Z z Of w w z z w z 0 0 ❑ a I x U LY x U B TAPER DIVIDER ENDS TO MATCH INSIDE - TAPER OF BOX BOX INTERIOR LENGTH - 1/16" O 5116' (IN) x 1" (IN) S. S. (TIP') 1/4 U COUPLING NUT 5/16" (IN) x 1 1/2" (IN) S. S. (TYP) SET SCREW (TYP,) 10 GAGE J GALVANIZED m DIVIDER PLATE STEEL SIDE VIEW ELEVATION VIEW (FOR TYPE 2 JUNCTION BOX ONLY) ❑ A LID SUPPORT (IYP.) C (SEE NOTE 3) xi GROUND STUD (SEE NOTE 4) COUPLING NUT FOR ALTERNATIVE 2 - SEE SHEET 2 LID LIFTING NOTCH-1/4" (IN) x 3/4" (IN) A HEADED ANCHOR SHEAR STUD - 318" (IN) x 3" (IN) 10 COUNT STUDS EVENLY SPACED AROUND FRAME (PLACE TO SIDE OF LID BOLT DOWN SUPPORT A- NGLE WHEN USING LOCK- ING DETAIL ALTERNATIVE 2) (SEE NOTE 11) 1 3 8" IN DIAM. HOLE WITH 112 - 13 x 1 1/2 STAINLESS STEEL PENTA HEAD BOLT BOLT PLATE- SEE DETAIL 3/16 3/4 (TYP) 3/16 3/4 TOP OF SOIL SURFACE OR FINISHED GRADE XX E r�¢ E X16" 3/16 V 11/2 (TYP.) --------- a-----� --- -i - ------------' z LID HOOK (TYP.) °000°o p SEE NOTE 7 - r �- --�- b d I C I I B D 1 1/4" GAP (TYP.) 4" FOR HOOK RELEASE (TYP.) LOCKING LID STANDARD DUTY JUNCTION BOX (CONDUITS NOT SHOWN) A GROUNDING STUD E NOTE 4) 1 1/2" MIN. (SE 3/8" (IN) STEEL 3/16" COVER PLATE LID HOOK a I F H CQ O X Q 2 ED 1 O N �; 2 1 MIN. ' m O 3„ w L . 3 (SEE NOTE 6) MAX. rn CRUSHED SURFACING (BASE LL %I; COURSE OR TOP COURSE) - PER w STANDARD SPECIFICATION 9-03.9(3) N H `4J PVC 4O GRS CONDUIT COdfNVDUrr -- " SECTION A ------------- 1/2 - 13 x 1 1/2 S. S. PENTA HEAD _ BOLT AND 1/2" (IN) S. S. FLAT WASHER ❑ 1 3/8" (IN) DIAM. HOLE p BOLT PLATE CHANNEL �- _ SEE DETAIL U 3/16 (TYP.) } 2" (IN) x 1/4" (IN)'-3 GAGE STEELSPACER (TYP.) 3/16 1 5/8- (IN) SLOTTED S. S. CHANNEL WITH S. S. CHANNEL NUT AND SPRING JUNCTION BOX DIMENSION TABLE Y ITEM BOX TYPE TYPE 1 TYPE 2 A OUTSIDE LENGTH OF JUNCTION BOX 22" 33" B OUTSIDE WIDTH OF JUNCTION BOX 17" 22 1/2" C INSIDE LENGTH OF JUNCTION BOX 18"- 19' 28" - 29" D INSIDE WIDTH OF JUNCTION BOX 13"- 14- 17"-18" E LID LENGTH 17 5/8" 28 5/8" F LID WIDTH 12 5/8" 181/8" CAPACITY- CONDUIT DIAMETER 6" 12" NOTES 1. All box dimensions are approximate. Exact configurations vary among manufacturers. 2. Minimum lid thickness shown. Junction Boxes installed in sidewalks, walkways, and shared -use paths shall have a slip -resistant coating on the lid and lip cover plate, and shall be installed with the surface flush with and matched to the grade of the sidewalk, walkway, or shared -use path. The non -slip lid shall be identified with permanent markings on the underside, indicating the type of surface treatment (see Contract Documents for details) and the year of manufacture. The permanent marking shall be 1/8" (in) line thickness formed with a mild steel weld bead and shall be placed prior to hot -dip galvanizing. 3. Lid support members shall be 3/16" (in) minimum thick steel C, L, or T shape, welded to the frame. 4. A 1/4-20 INC x 314" (in) stainless steel ground stud shall be welded to the bottom of the lid; include (2) stainless steel nuts and (2) stainless steel flat washers. 5. Bolts and nuts shall be liberally coated with anti -seize compound. YP•) 6. Equipment Bonding Jumper shall be # 8 AWG min. x 4' (ft) of tinned braided copper. DIAMOND PATTERN 3/8" (IN) STEEL COVER 7. The System Identification letters shall be 1/8" (in) line thickness formed with a mild steel weld bead. See (SEE NOTE 2) LIP PLATE (TYP.) Cover Marking detail. Grind off diamond pattern before forming letters. For System Identification details, LID SUPPORT (TYP.) see Standard Specification 9-29.2(4). WELDED WIRE 8. When required in the Contract, provide a 10" (in) x 27 1/2" (in), 10 gage divider plate, complete, with FABRIC (TYP.) (TYP.) 1/8 fasteners, in each Type 2 Junction Box where specified. 9. When required in Contract, provide a 12" (in) deep extension for each Type 2 Junction Box where specified. J 10. See the Standard Specifications for alternative reinforcement and class of concrete. 11. Headed Anchor Shear Studs must be welded to the Steel Cover Lip Plate and wire tied in two places to the vertical Welded Wire Fabric when in contact with each other. Wire tie all other Headed Anchor Shear Studs to the horizontal Welded Wire Fabric. 12. Lid Bolt Down Attachment Tab provides a method of retrofitting by using a mechanical process in lieu of welding. Attachment Tab shown depicts a typical component arrangement; actual configurations of w assembly will vary among manufacturers. See approved manufacturers' shop drawings for specifics. 13. Unless otherwise noted in the plans or approved by the Engineer, Junction Boxes, Cable Vaults, and Pull Boxes shall not be laced within the sidewalks walkways, shared use paths, traveled ways or paved HEADEDANCHOR P Y 1 P Y SHEAR STUD (TYP.) 1 1/2„ shoulders. All Junction Boxes, Cable Vaults, and Pull Boxes placed within the traveled way or paved (SEE NOTE 11 ) INshoulders s Alb Heavy - Duty. ut . WELDED WIRE HOOP (TYP.) WWF WIRE TIED TO 14. Distance between the top of the conduit and the bottom of the Junction Box lid shall be 6" (in) min. to 8" (in) (SEE NOTE 10) HEADED ANCHOR max. for final grade of new construction only. See Standard Specification 8-20.3(5). Where adjustments SHEAR STUD (TYP.) are to be made to existing Junction Boxes, or for interim construction stages during the contract, the SECTION O limits shall be from 6" (in) min. to 10" (in) max. See Standard Specification 8-20.3(6). PERSPECTIVE VIEW GROUND STUD (SEE NOTE 4) 3/8" (IN) STEEL B J®SEp� COVER LIP PLATE 0 Equipment Grounding COUPLING NUT FOR ALTERNATIVE 2 - ®� OR WAS TOP OF PAVED Conductor 1 1/2 MIN. SEE DETAIL "E" ALTERNATIVE 2 SURFACE © Copper Soldedess 318" (IN) STEEL F LID L SHAPE SUPPORT IT P) _ TOP OF BASE Crimp Connector COVER LIP PLATE 3/16" (SEE NOTE 3) F- COURSE O Equipment Bonding s Jumper See Note 6 SHEAR AR x U (IN) HEADED ANCHOR �v ( ) I SHEAR STUD (TYP.) �'� IY�CI STty' 0 size and See Contract numberconduit _ I FABRIC WIRE (TYI j �ssjONAL �`yG o w o (WWF) 4x4-W2.9xW2.9 ---------- LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) 3/8" (IN) STEEL COVER PLATE - 3/8" (IN) STEEL SHOWN CUT AWAY FOR CLARITY COVER LIP PLATE iTYP.) 3/16 3116 1 112 1/B LID SUPPORT- L SHAPE SHOWN 3/16 (SEE NOTE 3) HEX COUPLING NUT WWF -WELDED LID BOLT DOWN TO LIP PLATE ATTACHMENT TAB �- SEE DETAIL WELDED WIRE DETAIL O W2 9HOOP (6 (TYP.) (SEE NOTE 10) ALTERNATIVE 1 SHOWN PERSPECTIVE VIEW LID SUPPORT ^ 114" LID LIFTING NOTCH L SHAPE SHOWN (SEE NOTE 3) 3l16" 3/16 3/8" (IN) STEEL 1/2 - 13 x 1 1/2 S. S. PENTA COVER LIP PLATE HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER V 118 311 WWF - TIED IN2 PLACES TO HEADED ANCHOR SHEAR STUD WWF 4x4-W2.9xW2.9 (TYP.) (6 GAGE) (SEE NOTE 10) 3/8" (IN) x 3" (IN) HEADED ANCHOR J SHEAR STUD - WELDED TO LIP PLATE BOLT PLATE CHANNEL - SEE DETAIL a � (SEE NOTE 6) 4 COVER MARKING DETAIL ITS 1/2" (TYP.) OAOA°�°�°�l°�1/4" CLEAR pOV I T54 S ALL AROUND °Q�oQQQOQO SEE NOTE 7 (6 GAGE) (SEE NOTE 10) RaHcy,Ted Z �u Apr 25 2016 9:32 AM 2' : WELDED WIRE HOOP / sn MIN. 3 (TYP.) W2.9 (6 GAGE) LOE;KING LID STANDARD 1,= (SEE NOTE 10) DUTY JUNCTION BOX °O�° TYPES 1 & 2 STANDARD PLAN J-40.10-04 O SHEET 1 OF 2 SHEETS APPROVED FOR PUBLICATION Carpenter, Jeff Apr 28 2016 3:12 PM SECTION OB STATE DESIGN ENGINEER Washington State Department of Transportation (CONDUITS NOT SHOWN) -'/ 16" LID SUPPORT L SHAPE SHOWN ►I{ 3/8" (IN) STEEL (SEE NOTE 3) COVER PLATE 3/8- (IN) STEEL T/T/T/a COVER LIP PLATE o 4 4 3/16 1 (TYP.) 1/8 o LID HOOK - 1" (IN) x 1" (IN) x 3/16" (IN) ANGLE 3/16 1 1/2 a d' 3l16 LID SUPPORT -' L SHAPE SHOWN WWF - TIED IN 2 PLACES A (SEE NOTE 3) TO EACH HEADED - d ANCHOR SHEAR STUD WWF 4x4-W2.9xW2.9 (TYP.) _ (6 GAGE) (SEE NOTE 10) SECTION OC 3/8" (IN) x 3" (IN) HEADED ANCHOR SHEAR STUD - WELDED TO LIP PLATE 1 3/8" (IN) DIAM. HOLE BOLT PLATE CHANNEL - SEE DETAIL (TYP. 3/16 d I BOLT DOWN HEX COUPLING NUT ATTACHMENT TAB-S. S. 5/16-NC x 718" (IN) WITH SEE DETAIL S. S. 5116-NC x 314" (IN) BOLT & THREE EACH S. S. 5/16" (IN) FLAT WASHERS LID BOLT DOWN SUPPORT ANGLE - 1 1/2" (IN) x 3" (IN) x 1/4" (IN)ANGLE DETAIL OE ALTERNATIVE 2 SHOWN 1/2 - 13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER 3/ 1 VERTICAL SLOT 1 : 2" VERTICAL L SLOT (TYP.) 3/16 o g 3116V 1/8" (IN) x 3/4" (IN) STEEL ANGLE a a 3116 1/8" (IN) x 3/4" (IN) ANGLE (TYP.) 1/4" (IN) STEEL PLATE po 1/4" (IN) S. S. PLATE LID SUPPORT - L SHAPE SHOWN (SEE NOTE 3) DETAIL ALTERNATIVE 3 SHOWN w z I 0 0 transpogroup N N WHAT TRANSPORTATION CAN BE. Tr w 12131 113TH AVENUE NE, SUITE 203 (TEL) 425 821 w KIRKLAND, WASHINGTON 98034 (FAX) 425 825 1/4" LID LIFTING NOTCH 2' 2 12" 2" (IN) x 1/4" (IN)'- 3 3/16" 11' GAGE STEEL SPACER 1/2 - 13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER i i N_ 5/8" (IN) x BOLT PLATE CHANNEL - 1" (IN) SEE DETAIL HORIZONTAL SLOT o SLOTTED STEEL CHANNEL 3 (SEE NOTE 6) 5/8" (IN) x 1' (IN) Q HORIZONTAL SLOT .a 3/16 3/16 4 HEX COUPLING NUT 1 S. S. 5/16-NC x 7/8" (IN) WITH S. S. 5/16-NC x 3/4" (IN) BOLT LID BOLT DOWN ATTACHMENT & (3 EACH) S. S. 5/16" (IN) TAB -SSEE DETAIL FLAT WASHERS DETAIL (E) ALTERNATIVE 1 ALTERNATIVE 1 SHOWN LID BOLT DOWN ATTACHMENT TAB (SEE NOTE 12) 2" 9/16- (IN) 2" DIAM. 2" 1n HOLE 1112' - i 5/8" (IN) x -- - T j - - V(IN) 7/16" (IN) x °�° i i VERTICAL &3 3/4"(IN) SLOT SLOT I 9/16"(IN) DIAM. HOLE 1/2" (IN) S. S. HEX NUT 2" " (I ) A GL x 1" (I ) x ANGLE iv 7/16" (IN) x 3/4" (IN) SLOT BOLT PLATE CHANNEL 1/2" (IN) S. S. HEX NUT O N 1/8 (TYP') �� J®SE�D� ® pyT WASyIy ALTERNATIVE 2 �e4 LID BOLT DOWN ATTACHMENT TAB !tea 12 - 13 x 1 112 S. S. PENTA HEAD BOLT (SEE NOTE 12) AND 1/2" (IN) S. S. FLAT WASHER 39820 3/8" (IN) STEEL COVER 1/8" (IN) x 3/4" (IN) �o;� 9eo STER%� ♦��� PLATE - SHOWN CUT STEEL ANGLE 1/4" (IN) STEEL PLATE sS �G AWAY FOR CLARITY r 7� jONAL S 1/4" (IN) STEEL n Railcy,Tcd �j -----iQT------ PLATE �„q��U/yJ Apr 25 2016 9:33 AM 3/16 1 1l2 (� (((/// LID SUPPORT 4" 33/4" 1/8 LOCKING LID STANDARD o SHAPE SHOWN `v _L I- �I DUTY JUNCTION BOX (SEE NOTE 3) � ^'' =' TYPES 1 & 2 STANDARD PLAN J-40.10-04 ° 3/4" (IN) 1/8 SHEET 2 OF 2 SHEETS RADIUS 1/8" (IN) x 3/4" (IN) STEEL APPROVED FOR PUBLICATION ANGLE - RIGHT ANGLE 1/2" (IN) S. S. 118" (IN) x 3/4" (IN) STEEL ' Carpenter, Jeff SHOWN, MIRROR IMAGE HEX NUT ANGLE'- MIRROR IMAGE L'?amtzeczCiz�ic. / Apr2820163:12PM DETAIL ( F ) FOR LEFT ANGLE ALTERNATIVE 3 FOR LEFT ANGLE STATE DESIGN ENGINEER \J LID BOLT DOWN ATTACHMENT TAB Washington ALTERNATIVE 3 SHOWN g on State Department of Transportation PERSPECTIVE VIEW (SEE NOTE 12) IMP 0`1 1/2 - 13 x 1 1/2 S. S. PENTA HEAD BOLT AND 1/2" (IN) S. S. FLAT WASHER LID LIFTING NOTCH - 1/4" (IN) x 3/4" (IN) 3/8" (IN) STEEL COVER PLATE - /'- SHOWN CUTAWAY FOR CLARITY DETAIL OF ALTERNATIVE 2 SHOW PERSPECTIVE VIEW 3/16 V 1 112 LID SUPPORT -' L SHAPE SHOWN (SEE NOTE 3) EXPOSE LID BOLT DOWN SUPPORT ANGLE TO ATTACH ALTERNATIVE 2 LID BOLT DOWN ANGLE ATTACHMENT TAB LID BOLT DOWN SUPPORT ANGLE - 2" (IN) x 2" (IN) x 1/4" (IN) ANGLE 1 1 ADDRESSING CITY COMMENTS REVISION CRITERIA 1 ALL MATERIALS,WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2021 [ORION). 2 DESIGN LOADING POLE LOADS STD PLAN 117.1A ENWRONMEMAL LOADS RISKGAIEGORY II SNOW Ce=1A, E=1.0, CT=1.1, C"=1A, Pg=25 BSF, RDM M. rw WIND GCE-0.18, V-M MPH, EXPOSURE 9 EARIUQ W A OLYSN PIX]CEOUW: EOIINAIBITIA19iPLrg10EPROCEDll1� IATEPALSYSTH4: NMBUIMNG STRICIUISS NDTSMMRTO9ADHG, POLE: STEEL SIZE CIAM-D,S-1.W.S -0.91, S1-0.47 MI-0.a5, SEC "O', 1e=1 3 STRUCRURALDRAWINGS SHWL BE USED IN CONJUNCTION WITH ARCHITECTURAL AND CIVIL DRAWINGS FORBIDDING AND CONSTRUCTION. ARCHRECTURALAND/OR CIIVL DRAWINGS ARE THE PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE SPECIFICATION, THESE GENERAL NOTESAND THE SITE CONDITIONS SHALL BE REPORTED TO THE ARCHITECT AND/OR CIVIL ENGINEERS, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING. ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH DISCREPANCY SHALL BE DONE AT THE GENERALGONTRACTOR'S RISK 4 PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL AND CIVIL PLANS AND DETAILS. VERTICAL DIMENSION CONTROL 15 DEFINED BY THE ARCHITECTURAL AND/OR CIVIL BUILDING SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH ARCHITECTURAL CIVIL AND STRUCTURAL DRAWINGS. 5 CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS ANDT14E MEIHODS,TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AL/THORITYOR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE ANOro R FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 6 CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL HNAL CONNECTIONS 14AVE BEEN COMPETED IN ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14'DESIGN LOADS ON STRUCTURES DURING CONSTRUCTION'. 7 DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBUECTTO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED OTHERWISE TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS Bar SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SFNLL SUBMIT ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDEDYIRT RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION AND HELD USE. 8 ALL STRUCTURAL SYSTEMS, WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED, SFNLL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. 9 SPECIAL INSPECTION SHALL L BE PROVIDED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND SECTIONS11 AND 1705 OF THE INTERNATIONAL BUILDING CODE BY QUALIFIED TESTING AGENCY BESIGNATED BY THE ARCHITECT, AND RETAINED BY THE BUILDING OWNER. THE ARCHITECT, STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SH A L BE FURNISHED WITH COPIES OF ALL INSPECTION AND TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION IS REQUIRED UNLESS NOTED OTHERWISE. SOIL CONDITIONS, FILL PLACEMENT, AND DENSITY PEA TABlE 1705.0 GEOTECHNICAL 10 FOUNDATIONNOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND THEREFORE MUST BE VERIFIER BYA QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. ALLOWABLE SOIL PRESSURE 1500 PSF ALLOWABLE PASSIVE EARTH PRESSURE (FS OF 1.5 INCLUDED). 150 PCF CONCRETE 11 CONCRETE SFNLL BE MIXED, PROPORRONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 301. STRENGTHS AT 28 DAYS AND MIX CRITERIA SHALL BE AS FOLLOWS: 12 CONCRETE SFNLL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH ACI 301, INCLUDING TESTING PROCEDURES. CONCRETE SHALL ATTAIN A28 DAYSTRENGTH OFRc = 3,000 PSI AND MIX SHALL CONTAIN NOT LESS THAN 5AR SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCEASWMP OFY OR LESS. REQUIRED CONCRETE STRENGTH IS RASED ON THE DURABILITY REQUIREMENTS OF SECTION 1904 OF THE IBC. General Structural Notes THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS 13 ALL CONCRETEWRH SURFACES EXPOSED TOWEATHER OR STANDING WATER SHALL BE AIR ENTRAINED WITH AN AIR ENTRAINING AGENT CONFORMING TO ASTM C260, C494, AND DEBUT TOTALAIR CONTENT FOR FROST RESISTANT CONCRETE SFNLL BE IN ACCORDANCE WITH ACI318-19, TABLE 19.3.2.1 MODERATE EXPOSURE, H. 14 REINFORCING STEEL SHALL CONFORM TOASTM A615 QNGLUDING SUPPLEMENT31), GRADE 60, FY= 60,IXI0 PSI. 15 DETAILING OF REINFORCING STEEL INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WTM ACI 315R-18AND 31819. LAP ALL CONTINUOUS REINFORCEMENT #SAND SMALLER 40 HAD DIAMETERS OR 2'-0' MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 40 PAR DIAMETERS OR"MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 31819, CLASS B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8' AT SIDES AND ENDS. NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRFR SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. 16 CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SFTALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' FORMED SURFACES DEPOSIT) TO FARM OR WEATHER (16 HMS OR FORGER) 2 FORMED SURFACES DOSED TO EARTH OR WEATHER (15 HAM OR SMALLER) 1-1/P COLUMN TIES OR SPIRALS AND BEAM STIRRUPS. 1-1/P 17 CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL AND CIVIL DRAWINGS FOR ALL GROOVES, NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS ATALL EXPOSED CONCRETE SURFACES, BOTH CASE NTPLACE AND PRECAST. 18 NON -SHRINK GROUT SHALL BE FURNISHED BY AN APPROVED MANUFACTURER AND SHALL BE MIXED AND PLACED IN SELECT ACCORDANCE WITH THE MANUFACTURERS PUBLISHED RECOMMENDATIONS. GROUT STRENGTH SHALL BE AT LEAST EQUAL TO THE MATERIAL ON WHICH IT IS PLACED (3000 PSI MINIMUM). STEEL 19 STRUCTURAL STEEL DESIGN FABRICATION AND ERECTION SHALL BE RASED ON: A. AISC 36016AND SECTION 22050E THE INERNAIIONAL BUILDING CODE. R. JUNE 15, 2016 AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (AISC3M-16) AMENDED AS FOLLOWS: AS NOTED IN THE CONTRACT DOCUMENTS, BY THE DELETION OF PARAGRAPH 4.4.1, AND REVISE REFERENCE FROM 'STRUCTURAL DESIGN DRNMNGSTO'CONTRACT DOCUMENTS' IN PARAGRAPH 3.1. C. SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH STRENGTH BOLTS. 20 WIDE FLANGE SHAPES SHALL CONFORM TO ASTM A-M,FY=50 KSI.OTHER ROLLED SHAPES INCLUDING PLATES, SHALL CONFORM TO ASTM A36, FY = 36 KSI. STEEL PPE SFWE CONFORM TOASFM A-53, TYPE E ORS GRADE 13,Y F = 35 KSI. STRUCTURAL TUBING SHALL CONFORM TO ASTM7500 GRADE C. FY = 46 K51 (ROUND), FY = 50 KSI (SQUARE AND RECTANGULAR). CONNECTION BOLTS SHALL CONFORM TO ASTM A337. 21 ARCHITECTURALLY DEPOSED STRUCTURAL STEEL SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND DCfs. RRI AISC 3U3-16. 22 ALL STEEL EXPOSED TO THE WEATHER OR IN CONTACT WITH GROUND SHAII BE CORROSION PROTECTED BY GALVANIZATION OR PROVIDED WITH AN EXTERIOR PAINT SYSTEM, UNLESS OTHERWISE NOTED. 23 ALLANCHORS EMBEDDED IN CONCRETE SHALL BE F1554 GRADE 55 THREADED ROD WITH AN ASTM 563 HEAVY HEX NUT TACK WELDED ON THE EMBEDDED END. DocuSign Envelope ID: 894DB72E-3255-4A63-AOF1-38A20AAF74CA GENERAL NOTES: 1. ALL EXISTING TRANSPORTATION INFRASTRUCTURE FEATURES SHALL BE MAINTAINED ON LEVEL GRADE IF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE POLES, TRAFFIC SIGNAL POLES, SIGN POSTS). 2. ALL TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED ON LEVEL GRADE ONCE CONSTRUCTION IS COMPLETE. 3. ALL EXISTING OR PROPOSED TRANSPORTATION INFRASTRUCTURE FEATURES WITHIN THE PROJECT CONSTRUCTION LIMITS SHALL MEET CURRENT PROWAG ADA STANDARDS (I.E. JUNCTION BOXES SHALL HAVE NON-SKID LIDS). 4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK. 5. ALL TRANSPORTATION INFRASTRUCTURE FEATURES THAT ARE TO BE REMOVED AND REINSTALLED AT A LATER DATE SHALL BE RE -INSTALLED TO CURRENT STANDARDS. 6. ALL CONDUIT SHALL BE PVC SCHEDULE 80. 7. SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE. 8. ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS SHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALK SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEET OFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS OR UNLESS OTHERWISE APPROVED. 9. WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, ALL DETECTION SHALL BE MAINTAINED AND REMAIN FUNCTIONAL FOR ALL SIGNAL PHASES. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED AND OPERATIONAL PRIOR TO DESTROYING ANY EXISTING DETECTION. 10. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATION SYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION MAINTENANCE PRIOR TO FINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATION MAINTENANCE MANAGER OR OTHER TRANSPORTATION REPRESENTATIVE. 11. NEW PTZ CAMERA SHALL BE REQUIRED WHEN A NEW TRAFFIC SIGNAL SYSTEM IS INSTALLED, WHEN LANE CONFIGURATION IS MODIFIED WITH NEW SIGNAL PHASING, AND/OR WHEN EXISTING PTZ CAMERA(S) REQUIRE RELOCATION. 12. ARROW BOARDS SHALL BE REQUIRED TEMPORARY TRAFFIC CONTROL WHEN CLOSING A TRAVEL LANE AND SHALL BE MUTCD COMPLIANT. TRANSPORTATION NOTES STD. PLAN 135 * PUBLIC WORKS PPp DIVED: p DEPARTMENT Marti Pastucha 5/2/2024 I 4 DATE SMP 01 /27/25 CAC SURVEYED: ZLN DESIGNED: SMP DRAWN: SMP CHECKED: CAC BY DATE AP P R APPROVED: SCALE: AS SHOWN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M • CITY OF RENTON • Planning/Building/Public Works Dept. TAPERED STEEL POLE &RASE PLATE, BY OTHERS. / SEE CITY OF RENTON STANDARD MINIMUM 55 " i " PAN 117.1A BOLT".12TMGr ANCHOR BOLTS w/24"MIN / NONSHRINKGROUT EMBEDMENT & 5z MIN PROJECTION ABOVE SIDEWALK SEE STANDARD Sedtion // CONCRETE SIDEWALK PLAN 117.1A FOR ADDITIONAL ANCHOR BOLT ASSEMBLY PAD, BY OTHERS - - - �-�------ �Il�n (2)#4 TIES IN UPPER 6' - OF PIER a e ` (6)#5 LONGITUDINAL z REINFORCEMENT, EVENLY SPACED E w #4TIES @18'. - II I - _" 34r0 1YP Foundation Detail 12 k+ Architects 10317 801 Ave NE Seattle, WA 98125 RADIAL ENGINEERING 11515111Ale E,SIeB 91673TM S.Me.WA911112 Bada1T gntaing.mm Cop,1gA 21T5 Fffial Fiyraig - N Ilglts l&sare] PNDe r z L; 0 GJS -va"avEo er. RJA New Life Church Light Pole Foundation 15711 152nd Ave SE Renton, WA 98058 Permit General Structural Notes & Foundation Details sr vE SM = VHW U.N.O 1/22/2025 "roircr"". 1.14.1-25 S1.1 T-432406 IN COMPLIANCE WITH CITY OF RENTON STANDARDS t'J N Q J U � N LL TRANSPORTATION OPERATION DEVELOPMENT ENGINEERING �' cbarnes 03/11 /2025 yqi 03/18/2025 _ U 2 DATE: NEW LIFE CHURCH 01/27/2025 LLJ 15 711 15 2 N D A V E SE FlELDBOOK: LL PAGE: I r DRAWING NO: ILLUMINATION DETAILS I L04 w SHEET: OF. 28 70 Z