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Home My WebLink AboutR-38181212" R R TIC 339.35 ° BC 339.00 FLOW LINE I TIC 340.00 _ BC 339.50 13" R , 1/2» R ° R=24.5 FIRE LANE MARKINGS SHALL CONSIST OF: GENERAL ASPHALT PAVING NOTES: 9 339.50 ° ° 1. RED PAINTED CURB WHERE CURB IS PRESENT. 1. SPECIFICATIONS FOR ALL ASPHALT CONCRETE WORK SHALL BE PER THE LATEST EDITION IN EFFECT OF ° 1 R-1' - THE WASHINGTON STATE DEPT. OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND o i \ 2. RED STRIPE 4" WIDE ON PAVEMENT WHERE NO CURB IS PRESENT. MUNICIPAL CONSTRUCTION." ° o Cn f ° ° „ 3. BLOCK LETTERS STATING FIRE LANE - NO PARKING 18 TALL WITH 3 BRUSH STROKE PAINTED WHITE 2. ALL ASPHALT CONCRETE PAVEMENT SHALL BE PLACED IN ACCORDANCE WITH WSDOT/APWA SECTION 5-04, 339.35 16 TC 340.75 APPROXIMATELY 12 FROM FACE OF CURB OR LANE EDGE AT 50 INTERVALS. UNLESS OTHERWISE SPECIFICALLY NOTED. 1 o BC 340.25 3. PROOF ROLL AND REMOVE ANY SOFT SPOTS. REPLACE REMOVED MATERIAL WITH STRUCTURAL FILL PER THE GEOTECHNICAL ENGINEER. CONTRACTOR SHALL TEST AND VERIFY SUBGRADE MEETS COMPACTION REQUIREMENTS o' PRIOR TO PAVING. 4. CRUSHED SURFACING SHALL BE PLACED IN ACCORDANCE WITH WSDOT/APWA SECTION 4-04, AND SHALL MEET � 6" 12" THE REQUIREMENTS OF WSDOT/APWA SECTION 9-03.9(3). 1'-6" 'B' z 5. AGGREGATE SHALL BE CLASS 1/2" MAX MEDIUM GRADING CONFORMING TO SECTION 9-03.8 OF WSDOT/APWA. w ASPHALT BINDER SHALL BE ASPHALT PAVING GRADE AR-4000 AND SHALL COMPLY WITH WSDOT/APWA 9-02.1. U ASPHALT MIXING AND PROPORTIONING SHALL COMPLY WITH WSDOT/APWA 9-03.8. 4" 339.30 (D 6. SAWCUT FULL DEPTH WHERE NEW PAVEMENT ABUTS EXISTING AND APPLY TACK COAT. Z18y LO Z y 339.45 Q 00 NTS NTS W ,/ 339.69 Fire Lane Markings 3 Paving Notes > z Q / 339.30 z CO O ROLLED CURB #3'S AT 12" O.C. 73 PER PLAN 339.50 339.33 339.69 FFE EACH WAY (TYP) CONCRETE SLAB ° 12" MIN SAWCUT, TACK AND MATCH 20' MIN a 2" MIN , FINISHED GRADE EX ASPHALT FULL DEPTH _ • ° 0 o o 6 a ° as ° \\IF R=2 21 S' 00 00 00 00 00 00 0 00 00 0o ao 00 0o ao 000 oo�oo oo�oo oo�oo oo�oo oo�oo 0 00 00�00 00�00 00�00 00000 00000 00000 00000 0 cbo 000 000 000 00 0°00 o�Do o�DO ooDo Do o�Do o� 4.0% TIC 340.33ooC°`�oo�°`�oo�°`�oo�° o 0 oocbo oocbo oocbo oocbo oocbo 00 o Do o Do o Do o Do 0 00 0 oocbo D D D D D D 4�(� 4� l� 4�C� 4� BC 340.00 000��000 ��000 �a000 �a0000�80000�8 00��000 ��0000��0000�a0000�80000�80000�S0000�8 �r oc�0000�0000�0000�o�ooc�o�oocboo cbo�oo�0000cbooDocbooDoc�ooDoc�0000c� jooDoc�oo Cao4��a \/i\/i\ \/i\/i\/i\/i\/i\/i\/i\/i /\/% - - - /✓i✓✓i //, �/, // /% r /i //� /, = - - - - VERTICAL CURB NOTES EX OR NEW PER PLAN 45 \\\\\i\\\�\. \/\�\\�\��/, CRUSHED SURFACING BASE -COURSE COMPACT TO 95% MAX DENSITY = -=- =//\\//` \/\\ EXISTING ASPHALT 1. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. I 1 \ , SCARIFY AND RECOMPACT TOP 6" OF 1 I _ \/\/\ EX UNDISTURBED PAVEMENT =11=11=11=I I=11=11 11=I I=1=11 I I=11 11=I I=11= I // //, - - - - - - \\\\\\� SUB -BASE MUST BE I / - ` EXISTING SOIL TO 95% MAX DENSITY =III 1 1 1 1 1 I 1 I I\\\/�\\/�` COMPACTED TO 95% MAX. / / 2. THRU JOINTS SHALL BE PLACED ADJACENT TO CATCH BASINS, INLETS, CURB RETURNS, ALLEYS, OR A MAXIMUM SPACING OF 10 FEET. TIC 340.50 (SOILS ENGINEER TO APPROVE EX SUB- - _ - _ _ _ - = _ - _ - _ \\,//� DENSITY PER ASTM D 1557 BC 340.17 5 7% � GRADE PRIOR TO PLACEMENT OF CONIC) „ „ 3 CLASS B ASPHALT CONCRETE PAVEMENT 3. THRU JOINTS SHALL BE 1/2" WIDE PRE -MOLDED JOINT FILLER. NOTES: "' 1. PROVIDE CONSTRUCTION OR CONTRACTION JOINTS PER DETAIL 9 \�/i /j\�/j// 2 CRUSHED SURFACE TOP COURSE 4. ALL JOINTS SHALL BE CLEANED AND EDGED. LIGH�IPOLE� COMPACT TO 95% MAX DENSITY SUBGRADE 5. CONCRETE SHALL BE CEMENT CONCRETE CLASS 4000. dLEC'L N 2. COORDINATE BLOCK OUTS WITH EQUIPMENT. 4" CRUSHED SURFACE BASE COURSE 6. STEEL FORMS ONLY MAY BE USED ON TANGENT SECTIONS, WOOD FORMS MAY BE USED ON CURVED SECTIONS. 50 33 . S E L'SCAPE FOR R=2.5' CORING LAYOUT 3. MIN CLASS 3000 AIR -ENTRAINED CONCRETE. COMPACT TO 95% MAX DENSITY - 12" (MIN) STRUCTURAL FILL AS REQUIRED OR 7. FINISH SHALL BE LIGHT BROOM. EXISTING SUBGRADE COMPACTED TO 95% MAX. DENSITY PER ASTM D 1557 8. THE FINISHED CONCRETE SHALL BE COVERED BY CURING COMPOUND, WATERPROOF PAPER OR PLASTIC , - TIC 340.83 20 SHEETING IN THE EVENT OF RAIN OR OTHER INCLEMENT WEATHER. CURING TIME SHALL BE AS SPECIFIED. BC 340.50 AZI NTS Rolled Curb and Gutter 5 Grading 6 gp Reinforced Concrete Equipment Pad 7 As halt Concrete Paving g EXISTING SLAB, 3/8" WIDE x 1/4" DEPTH NEW POUR SITE OR BUILDING BEAD OF ELASTOMERIC SEALANT FINISH PER L'SCAPE CONCRETE SLAB _..: . ,. ° 3/8" FIBER EXPANSION JOINT ° CONCRETE, SEE DETAIL 10\C5.10 Q O Q O a ° 4. ° a - CONCRETE WHEEL STOP W/ (1) NO. 4 BAR (EACH END) 0000 00�00 00�00 00�00 00�00 00�00 000 00000 00000 00�00 00�00 00�00 00�0o COMPACTED CRUSHED ROCK ooq�o Doq�o Doq�o Doq�o ooq�o ooq� Doq�o Doq�o ooq�o oOcbo oOcbo oOcbo oocb oq�o D ��oaoo�aoaoo�aoaoo�aoaoo�goaoo�g000�g0000�aoo0o�ao°0o��0000��0000��o°0o�go°0o�8o°0c SEE DETAIL 10\C5.10 a ° a a a a e ° ° a ° °°° 4 " APPLY EPDXY RESIN TO 000°000°000°000°000° o° 000° boo°o° boo°o° boo°o°moo°o°moo°o°moo°o°`boon°`C 0000�80000�80000�80000�80000�8 00�80000�80000�80000�80000�80000�80000�80000�80000�80 ° e ° ° a � a °, � \\ \ CONTACT SURFACES PAVING SEE DETAIL 10\C5.10 000 OooO OooO OooO DooO OooO o0 OooO OooO OooO OooO �000 OooO OooO 00�0000q�0000�0000�0000�0000�oo �0000�0000�ooDo�ooDo�ooDo�0000�0000q�oo � /\ \ \ i///////// EXPANSION JOINT CAP EXPANSION JOINT ��goo0o��oo0o�aoo0o�aoo0o�aoo0o��000 goo0o��0000��oo0o�aoo0o�aoo0o�aoo0o�goo0o�goo0 / \\ \\ \\ \\ \\ \ 000boo°oboo°oboo°000°oo 000q�a000q�a000q�a000q�a000q�a000q�a000q�a000 4 000�80000�80000�80000�80o00�80000�8 00��0000��0000��0000�a0000�80000�80000�S0000�8 �\ \\ \\ \\ \ // // // // EMBED DOWEL SCORE JOINT (TOOLED W/ 3/ 16" Do 0000 0000 0000 0�00 0�00 00 0000 0000 o�Do o�Do o�Do 000 000 00 o 000 000 000q� 000q-� 000q-��oo 000q� 000q� 000q� 000q� 000ry� 000ry� 000q��oo 000 000 oDo�Oo oDo�Oo oDo�Oo 000 oDo�Oo 0�0�00 0�0�00 0�0�00 oDo�Oo oDo�Oo 0�0�00 000 \j�\j�\j�\j�\ 6" MIN /�\,j�\,j�\,j\\ a., RADIUS) WIDTH NOT TO EXCEED 000 000 000 000 000 000 00 000 000 000 000 000 000 000 3/ 16 . NO TOOL MARK ON EDGES CONCRETE, SEE DETAIL 10\C5.10 0000 00000 00000 00000 00000 00000 000 0000 00000 00000 00000 00000 0000o COMPACTED CRUSHED ROCK >o°roo D°ro0 D°�O D°�O D°�O D°�O D O°D°�O D°�O D°row D°row D°row D°ro °vim D ��00000�00000�00000�00000�00000�00000 00000�oo°°0�00000�00°00�00° 0�00000�00°00�oo°0c SEE DETAIL 10\C5.10 CRUSHED SURFACING BASE -COURSE I SECTION A -A 000°000°000°�ooC°�ooC°�ooC° 000°g`boos°g`boos°g�oo�°g�oo�°g�oo�°�oo�°�ooU°� COMPACT TO 95% MAX DENSITY oo°cU000°cUOo°�Oo°�Oo°�Oo°off o°�Oo°�Oo°�Oo°�Oo°�Oo°�Oo°�Oo°�0� %�/jA/jv/jA//A//v�j��j��/v�jA///v//A//A//A//A//A�/�//;/�;/�;//;//�//v COMPACTED SUBGRADE SCARIFY AND RECOMPACT TOP 6" OF „ �,,. 7" 3 ��o� - NOTE: ��A/`/ SEE DETAIL 10\C5.10 EXISTING SOIL TO 95% MAX DENSITY 9 PLASTIC OR RUBBER WHEEL STOPS MAY BE SCORE JOINT DEPTH TO EXCEED SCORE JOINT (SOILS ENGINEER TO APPROVE EX SUB- . n SUBSTITUTED WITH APPROVAL. MUST BE PORT 1/3 THE DEPTH OF THE GRADE PRIOR TO PLACEMENT OF CONC) STYLE TO ALLOW WATER TO PASS THROUGH. CONCRETE SLAB MIN NOTES: ° - COLD JOINT ° �� 1. PROVIDE CONSTRUCTION OR CONTRACTION JOINTS PER DETAIL 1 1 s-- Q. ° ° ° a ° ° CONCRETE, SEE DETAIL 10\C5.10 o �p Q c 0 6 0-- o . -- U P E R M IT# U 15000494 a Q o Q O Q O O p O p o p o p o p o p o o p o 0 0000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 00000 0000o COMPACTED CRUSHED ROCK ooq�o Doq�o Doq�o Doq�o Doq�o Doq�o Doq�o Doq�o Doq�o Doq�o Doq�o Doq�o Doq� oq�o D ego° o�go° o�go° o�go° 0�80000�80000�80000��o°0o�ao°0o�ao° o�ao° o�ao° 0�80° o�goo0c SEE DETAIL 10\C5.10 2. SEE SPECIFICATIONS FOR GENERAL CONCRETE PAVING DETAILS. ° �o0o°�bo0o° bo0o° bo0o° bo0o° bo0o° bo0o° bo0o° bo0o° �o0o°�bo0o°�bo0a°�bo0a°�bo01d, OooO�oOooO�oOooO�oOooO�oOooO�oOooO�oOooOC�oOooOC�oOooOC�oOooO�p000O�p000O�p000O�pOooO�oC Do o Do o Do o Do o Do o Do o Do o Do o Do o Do o Do o Do o Do o Do o D 3. SEE LANDSCAPE FOR FINISH, TEXTURE &COLOR. o� _ J o Approved By: Date COMPACTED SUBGRADE o.. � SEE DETAIL 10\C5.10 COLD JOINT Approved By: Date: NTS Concrete PavingControljoint 9 Unreinforced Concrete Slab -on- radNeTS g Port St le Wheel StoTSI2 y p Approved By. Date. Approved By: Date: JA Cti DATE: Y OF WA SA O .� W ; 1 COUGHLIN PORTERLUNDEEN SURVEYED: SCALE: AS NOTED VERTICAHORIZONTAL` NAD 1983/1991 �� CITY OF AUTOMOTIVE TRAINING CENTER RENTON TECHNICAL COLLEGE 04/30/2015 DESIGNED: KAw P LDBOOK: A CONSULTING STRUCTURAL AND CIVIL ENGINEERING CORPORATION RENTON RENTON WASHINGTON DRAWN: LBJ DRAWING N0: C5, 1 0 PVC 43667 801 SECOND AVENUE - SUITE 900 P: 206/343-0460 SEATTLE, WA 98104 F: 206/343-5691 ONE INCH DATUM Planning/Building/Public Works Dept. cHECKEDJAJ AT FULL SCALE N0. REVISION BY DATE APPR ��s10NAL E�� v,/0 IF NOT INGH SCALE ACCORDINGLY PAVING DETAILS APPROVED: SHEET: OF: 12 1 3 R-381812