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Q Q a) Cn m E Q LO M 00 0 N co c 0 c a 0 3 0 N U 0 0 0 co N E E C N LL DRILL & EPDXY INTO EXISTING 8 SAWCUT JOINT (SEALED) CONCRETE PAVEMENT � SEE DETAIL "A" Ir • •. N °. . °� ' •:.T e p :4 � • O. N .°• Y DOWEL GREASE DOWEL LENGTH SEE TABLE A EXISTING PAVEMENT NEW PAVEMENT TYPE "A" - END JOINT LOCATIONS WHERE A CONTRACTION JOINT FORMS A T-JOINT AT ANOTHER CONTRACTION JOINT: PLUNGE CUT THE FIRST CONTRACTION JOINT AT LEAST 6" IN DEPTH AT THE LOCATION AS INDICATED ON THE ILLUSTRATION WHERE THE SECOND CONTRACTION JOINT WILL INTERSECT. REFERENCE TABLE B FOR JOINT SPACING. c 1 CONCRETE JOINT DETAIL DETAIL NOT TO SCALE w^ 7 TABLE A: TYPE A DOWEL REQUIREMENTS DOWEL SPACING SLAB DEPTH ROUND DOWEL CENTER -TO -CENTER (IN.) DIAMETER (IN.) 6 TO 7 3/" 12 >7 TO 9 1" 12 >9TO11 1X" 12 *NOTE: FOR PAVEMENT THICKNESSES LESS THAN 6-INCHES THICK, NO JOINT REINFORCEMENT SHALL BEINSTALLED a d ° 24" LONG d PLUNGE CUT d ° (TYP.) d d ST UC<TURE a a d a d PLUNGE CUT DETAIL TABLE B: CONTRACTION JOINT SPACING SLAB DEPTH (IN.) MAXIMUM JOINT* SPACING (FT.) 5-6 12 > 6 15 *REF ACI 330R- THE RECOMMENDED LENGTH TO WIDTH RATIO IS 1 : 1 WITH THE MAXIMUM RATIO OF 1.25 : 1 %" SAWCUT JOINT (SEALED) SEE DETAIL "A" N �• p DIAMOND DIAMOND DOWEL SYSTEM LENGTH SECOND POUR FIRST POUR SEE DETAIL TYPE "D" - CONSTRUCTION JOINT 5 4 SAW CUT CONTRACTION JOINT CO SAW CUT CONTRACTION JOINT SEE TABLE "B" FOR MAXIMUM CONTRACTION JOINT SPACING f SEE DETAIL "B" %" SAWCUT JOINT (SEALED) _RD' RASKET ASSEMBLY - JOINT TYPE C VARIES - SEE PLANS VARIES SEE PLANS 1/4" PER FT. 1/4" PER FT. C �11yII�I�I�I VARIES SEE PLANS �a. JOINT A TYPE "C" JOINT WHEN EDGE IS 4" OR AS NOTED = TURNED DOWN FOR CURB ON PLANS PLAN SECTION "A -A" 8" SECTION "A-All IA_A WITH TURNED DOWN EDGE NOTES: 1. TYPE "C" JOINT MAY EITHER BE TOOLED IN WET CONCRETE OR SAWCUT AS SOON AS CONCRETE IS HARDENED TO ALLOW CUTTING WITHOUT RAVELING, BUT IN NO CASE TO BE TOOLED OR SAWCUT AFTER 8 HOURS OF PLACEMENT, 2. CONCRETE SHALL BE 3,000 P.S.I.. 3. IF SIDEWALK IS EXPOSED TO SEVERE COLD WEATHER CONDITIONS OR DEICING, THEN CONCRETE SHALL BE 4,500 P.S.I.. TABLE OF SIDEWALK JOINTS TYPE LOCATION TRANSVERSE JOINT AT INTERVALS EQUAL TO THE SIDEWALK WIDTH "E" AT THE P.C'S AND P.T.'S OF EACH CURVE, ABRUPT CHANGES IN DIRECTION, AND WHERE NEW SIDEWALK ABUTS EXISTING SIDEWALK OR OTHER EXISTING CONCRETE SURFACE STRUCTURES. B 1 CONCRETE SIDEWALK DETAIL B DETAIL NOT TO SCALE 0 F d Q a ° e e G e d TYPE "C" CONTRACTION JOINT TEST METHOD MOISTURE LOCATION MATERIAL DESCRIPTION LIFT THICKNESS FOR MAX. DRY COMPACTION CONTENT LOOSE DENSITY % POINTS LIMEROCK BASE COURSE Limerock Base meeting the Placed according to Modified Note: Base Course material requirements of Section Section 200, Florida Specifications Proctor 98 % 3% shall extend 911, Florida DOT Standard DOT Std. (ASTM D 1557) - (Top 12 O 98%) six inches nd pavemen or Specifications for Road &Bridge for Road &Bridge c Construction Construction BUILDING AREA SUBBASE: ax. Organic Content = 2% Modified (STRUCTURAL FILL) Note: Area of fill and SCS Classification: SP, SM, 12 Inches Proctor 95 % 3% compaction shall extend five feet r other combinations thereof (ASTM D 1557) (Top 12 ®98%) beyond building perimeter. PAVEMENT AREA SUBBASE Max. Organic Content = 2% (STRUCTURAL FILL) USCS Classification: SP, SM, Modified Note: Area of fill and compaction shall extend two feet III CL, or other combinations thereof 12 Inches Proctor (ASTM D 1557) (Top 12 ® 98%) +/- 3% beyond pavement limits Max. Organic Content = 2% Modified Proctor 95 % +/- 3% USCS Classification: SC 8 Inches (ASTM D 1557) (Top 12- ® 98%) TOP SOIL USCS Classification: CL, CH, ML, nc 8 Inches Modified Proctor 90 % +/- 3% SC or other combinations thereof. (ASTM D 1557) (Top 12 ® 98%) Y"R 0 " ° • CV 4 ° •� a •.. p 01 Y DIAMOND PREFABRICATED RECTANGULAR LOAD LENGTH PLATE BASKET OR PD3 BASKET SEE DETAIL TYPE "C" - CONTRACTION JOINT DETAIL "A" Z4" Y" PREMOLDED EXPANSION JOINT MATERIAL TYPE "E" EXPANSION JOINT NOTES: A 1. TEST FREQUENCY IS IDENTIFIED IN PROJECT SPECIFICATION SECTION 02300 - EARTHWORK. 2. MATERIAL DESCRIPTIONS APPLY TO ON -SITE AND OFF -SITE MATERIALS. 3. CHANGES TO THE ABOVE CRITERIA CAN ONLY BE MADE WITH APPROVAL OF ENGINEER. Al SUMMARY OF FILL PLACEMENT DETAIL NOT TO SCALE 5 FO #5 KJC 05/01/2018 G RCPI #3 JRH 04/30/2018 E RCPI #2 JRH 03/30/2018 B CIVIL PERMIT ISSUE JRH 02/15/2018 H ADDENDUM #2 KJC 05/16/2018 REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION DRN. REV. DATE REV. REVISION DESCRIPTION 8 7 6 5 8 GA. SHIPPING WIRE @ 30" 0. C. TAPERED PLATE DOWELS WELDED AT OPPOSITE ENDS IN BASKET AT SPECIFIED SPACING ON CENTE _ PG\NG gP SSE HALF SLAB THICKNESS TO CENTER OF DOWEL TO WITHIN +0 R MINUS 1/8" SLAB DEPTH JOINT SEALER & BACKER ROD PER SPECIFICATION 3213 73 SAWCUT SEE DETAIL "B" PAVEMENT STRUCTURE THICKNESS TABLE SLAB DEPTH LOADING TAPERED PLATE DOWEL SPACING DOWEL CENTER -TO -CENTER (IN.) CLASSIFICATION DIMENSIONS (IN.) (IN.) 6TO7 H2O 3X2X12 18 >7 TO 9 H2O X 2� X 12 18 >9 TO 11 EXTRA HD a X 22 X 12 27 B3 DOWEL BASKET PD3 SYSTEM DETAIL DETAIL NOT TO SCALE #6 SMOOTH DOWEL FOR D=8" /'. #8 SMOOTH DOWEL FOR 6"<D!512" 24 14"DOWEL COATING . 2" MIN. CLOSED END BAR STOP/DOWEL N SLEEVE TO FIT DOWEL p _ AND BE SECURED 1J/" MIN. CLEARANCE CORK/REDWOOD EXPANSION JOINT FILLER * JOINT FILLER AND DOWEL SUPPORT SHALL BE OF A METHOD APPROVED BY THE ENGINEER OF RECORD TYPE "E" - EXPANSION JOINT 2 1 JOINT SEALER & BACKER ROD PER SPECIFICATION 3213 73 PRELIMINARY NOT FOR CONSTRUCTION -%" SAWCUT i DRAWING IS NOT IN FINAL FORM AND IS BEING TRANSMITTED SOLELY FOR REVIEW, AMENT AND INTERPRETATION BY THE PUBLIC AGENCY FURTHERMORE, THIS DOCUMEI 'SUBSEQUENTLY BE REVISED BY THE ENGINEER TO REFLECT RESOLUTION OF ISSUES PUBLIC AGENCY PRIOR TO FINAL ACTION BY THE AGENCY. CHANGES, REVISIONS AND )IFICATIONS MAY PROMPT ADDITIONAL DOCUMENT SUBMITTAL FOR AGENCY APPROVA Y" SAWCUT SEE SPECIFICATION SECTION 32 1313 FOR EARLY ENTRY METHOD DETAIL "B" JOINT SEALER SEE DETAIL "A" USED AT JUNCTIONS WITH THE BACKER ROD FOLLOWING STRUCTURE ELEMENTS SEE DETAIL "A" WALLS PORTLAND CEMENT -COLUMNS CONCRETE PAVEMENT -EQUIPMENT FOUNDATIONS -FOOTINGS ,. -DRAINAGE/SANITARY STRUCTURES .a NON EXTRUDED PREMOULDED i JOINT FILLER (A.S.T.M. D-1751) TYPE "I" - ISOLATION JOINT CONSTRUCTION NOTE: JOINT CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF POUR 0 STRATEGY AND CONSTRUCTION s '• �� JOINT LAYOUT FOR APPROVAL / OL Gyir �1.. ' ' • 5� ��`` DIAMOND DOWEL PLATE DIMENSIONS ARE 4Y" SQ. & NOTES: ;• . �.;. • , ° • , ."` . ' ; <. ` 6.36" AT THE JOINT 1. THE LENGTH OF THE PD3 BASKET® PLATE DOWEL ::. 5'':MIN'. ; IS SPECIFIED AS A 12" OR 8" LENGTH TO DELIVER a ° ° UCTION • CONSTR AN EIGHT- OR FOUR- INCH SAW -CUT e: JOINT INSTALLATION CONSTRUCTION TOLERANCE. • 2. TAPERED PLATE DOWELS PLASMA CUT FROM G�: ' : , .• HOT ROLLED BAR PER ASTM A36 TO WITHIN 3/16" Ss�� '� �ti�• OF 12". 5�� ` . ,• �� c 3. THE TAPERED PLATE DOWELS ARE COATED WITH A DOT APPROVED DEBONDING AGENT TECTYL® 506. THE COATING IS UNIFORMLY APPLIED WITHOUT EXCESSIVE DRIPS OR THICKNESS. 4. SIDE FRAME SUPPORTS FABRICATED FROM 1/4" DIAMETER COLD DRAWN WIRE PER ASTM A108 GRADE 1010 - 020. 5. ASSEMBLIES MANUFACTURED SO THAT THEY STACK ON TOP OF EACH OTHER FOR NOTES: ATTENTION: PAVEMENT DESIGN LIFE IS 20 YRS. PAVEMENT DESIGN LIFE GREATER THAN 20 YRS REQUIRE DOWEL PLATE CORROSION PROTECTION WHERE EXPOSED TO DEICING SALTS. PAVEMENT STRUCTURE THICKNESS TABLE SLAB DEPTH (IN.) DIAMOND LOAD PLATE DIMENSIONS (IN.) DIAMOND LOAD PLATE SPACING CENTER -TO -CENTER, (IN.) 6TO7 XXV2X4% 18 >7TO9 %X4%XV22 18 >9TO11 XX42X4y 27 TRANSPORTATION AND REMAIN STABLE UNDER CONCRETE PLACEMENT. 1. DIAMOND DOWEL® PLATES PROVIDE MAXIMUM LOAD TRANSFER PERFORMANCE BUT INDUCE NO LATERAL 6. END TAPERED PLATE DOWEL CAN BE PLACED UP RESTRAINT. 2. DIAMOND DOWEL®1/4"AND 3/8" PLATES SAW CUT FROM HOT ROLLED STEEL BAR; 3l4" PLATES SAW CUT TO 6" FROM JOINT INTERSECTION. 7. PD3 BASKET® ASSEMBLY AS MANUFACTURED BY FROM COLD ROLLED STEEL BAR. PNA CONSTRUCTION TECHNOLOGIES, INC. (800) 3. INSTALLATION TEMPLATE PROVIDED FOR SPEED, EASE AND ACCURACY OF INSTALLATION IN THE FIELD. 542-0214. 4. DIAMOND DOWEL® SYSTEM AS MANUFACTURED BY PNA CONSTRUCTION TECHNOLOGIES, INC. (800) 542-0214. B4 DIAMOND DOWEL DETAIL DETAIL NOT TO SCALE PALl , • 51 . Mft.-. • N-COMPACTED OR STABILIZED UPPER LAYER (SEE NOTE NO. 1) NOTES: 1. COMPACTED OR STABILIZED UPPER LAYER: IN AREAS WHERE SOFT OR OTHERWISE UNSUITABLE SOILS ARE IDENTIFIED DURING PROOF ROLLING, THOSE MATERIALS ARE TO BE UNDERCUT OR STABILIZED. 2. CONCRETE PAVEMENT SHALL BE 4,000 PSI COMPRESSIVE, 600 PSI FLEXURAL STRENGTH. MIX TO UTILIZE NOMINALY"-l" STONE FOR COARSE AGGREGATE, WELL -GRADED IN GENERAL ACCORDANCE WITH ACI-302-04, SECTION 6.3. CONCRETE PAVEM RUC K TYPE SUBBASE BASE CONCRETE ENTRAINED AIR TRUCK PAVEMENT 12" N/A 7" N/A A3 � CONCRETE PAVEMENT SECTION DETAIL NOT TO SCALE The Haskell Company I�IASKELL IIIIRiversideAenue Jacksonville, Florida 32202 Phone # (904)791_4500 DRN. REV. DATE DRAW DEM FM 3401007 4 RM NORTH AMERICA CORPORATE ENGINEERING OFFICE 1322 CRESTSIDE DRIVE, SUITE 100 COPPELL, TEXAS 75019 3 FINISH - GRADE SUBGRADE ELEV EX GRADE FDOT SP 12.5 WEARING COURSE I SP-19 BINDER COURSE FDOT LIMEROCK BASE STRUCTURAL FILL MATERIAL (IF FILL NEEDED) PROOF ROLL SURFACE OF UNDISTURBED SOIL \-COMPACTED OR STABILIZED UPPER LAYER (SEE NOTE NO. 1) NOTES: 1. COMPACTED OR STABILIZED UPPER LAYER: IN AREAS WHERE SOFT OR OTHERWISE UNSUITABLE SOILS ARE IDENTIFIED DURING PROOF ROLLING, THOSE MATERIALS ARE TO BE UNDERCUT AND REPLACED OR STABILIZED. /5\ 0 ■e �II ,•��Gf^tV'S F` i * �+' No 64986 wA • 'A ` STATE OF �. r a T �. Vr •y ASPHALT PAVEMENT SECTION WITHOUT CURBA4 DETAIL NOT TO SCALE REcVriO° 154 WAREHOUSE EXPANSION GEOMETRY DETAILS ZEPHYRHILLS NATURAL SPRING WATER ZEPHYRHILLS, FLORIDA The IMbrnwtlon aonI n' an V& docummt w tM •oM p�p�y of N IA SIZE 91EET NO- M. N06 and may not be copied or dloolond to al m unl... WF4, �d by NM1ft DAM D.D C- 520 tr.: VW scuE 2 1 PAVEMENT STRUCTURE THICKNESS TABLE TYPE SUBBASE BASE BINDER COURSE WEARING COURSE LIGHT -DUTY PAVEMENT 12" 6" 2" HEAVY-DUTY PAVEMENT 12" 10" 2" 1. 5"