STANDARD CONSTRUCTION DETAILS PAVING REVISED -MAY 2017 DEPARTMENT OF ENGINEERING

Transcription

1 STNDRD CONSTRUCTION DETILS REVISED -MY 2017

2 TBLE OF CONTENTS GENERL NOTES REINFORCED CONCRETE PVEMENT PRBOLIC PVEMENT CROWN M4D PVEMENT M4D, M6D PVEMENT CURB ND GUTTER SPHLT CROSS SECTION GENERL NOTES FOR LLEYS ND DRIVEWYS LLEY SECTIONS LLEY TURN 75 OR GRETER LLEY TURN LLEY INTERSECTING LLEY LLEY TURN LLEY RETURN DETILS EXISTING LLEY RETURN MODIFICTIONS (CONCRETE) EXISTING LLEY RETURN MODIFICTIONS (SPHLT) LLEY ENTRNCE ONTO EXISTING STREET MEDIN DETILS MEDIN STONE DETIL MEDIN MINTENNCE CCESS (MEDIN CURB LY-DOWN) STREET HEDER PVEMENT REPIR HEDER RIL HEDER JOINT DETILS CONCRETE BUTT JOINT TRNSVERSE EXPNSION JOINT SPCING DIGRM FOR TRNSVERSE JOINTS INTERSECTION CONDUIT LYOUT TYPICL CONTOURS FOR MJOR-MJOR INTERSECTION CONCRETE SIDEWLK CONCRETE SIDEWLK (CONTINUED) SIDEWLK BRICK PVERS CURB ND LED WLK REPIR BRRIER FREE RMPS TYPE "" & "B" BRRIER FREE RMPS TYPE "C" & "D" BRRIER FREE RMPS TYPE "E" BRRIER FREE RMPS TYPE "F" BRRIER FREE RMPS TYPE "G" BRRIER FREE RMPS TYPE "H" BRRIER FREE GENERL NOTE & DETECTBLE SURFCE BRRIER FREE RMPS, DRIVEWYS & LLEYS DRIVEWY RETURN DETILS, STREET (RESIDENTIL & COMMERCIL) SIDEWLKS ND DRIVEWYS DRIVEWY RETURN FOR LLEY STREET CONNECTION SIDEWLK FLUME DETIL LTERNTE STREET R.O.W. SECTION FOR MOUNTBLE CURB MILBOX DETIL SD-PO1 SD-P02 SD-P03 SD-P04 SD-P05 SD-P06 SD-P07 SD-P08 SD-P09 SD-P10 SD-P11 SD-P12 SD-P13 SD-P14 SD-P15 SD-P16 SD-P17 SD-P18 SD-P19 SD-P20 SD-P21 SD-P22 SD-P23 SD-P24 SD-P25 SD-P26 SD-P27 SD-P28 SD-P29 SD-P30 SD-P31 SD-P32 SD-P33 SD-P34 SD-P35 SD-P36 SD-P37 SD-P38 SD-P39 SD-P40 SD-P41 SD-P42 SD-P43 SD-P44 SD-P45 SD-P46 SD-P47 SD-P48

3 GENERL NOTES MY 1991 REV FEB 2017 SD-P01

4 50' ROW 10' 30' 10' 8' 14' 8' 1 CURB HEIGHT CROWN HEIGHT VRIES SEE SPECIL NOTES ONE MOVING LNE / TWO PRKING LNES (RESIDENTIL) R2U NTS P R.O.W. W B B P 1 2* 1 3" CURB HEIGHT CROWN HEIGHT 7" 1'- 1'- VRIES SEE SPECIL NOTES * FULL WIDTH PVEMENT OF 36' WIDTH STREETS IS LLOWED WHERE PPROVED BY THE CITY OF LLEN. STREET TYPE STREET WIDTH (W) B R.O.W. WIDTH P C2U 36' * 8' 10' 60' 12' COLLECTOR 44' 10' 12' 70' 13' COLLECTOR 48' 12' 12' 70' 11' FOUR MOVING LNES OR TWO MOVING LNES / TWO PRKING LNES NTS REINFORCED CONCRETE PVEMENT MY 1991 REV MY 2017 SD-P02

5 FULL CROWN 3/4 POINT MID POINT 1/4 POINT SLIP-FORM PVEMENT MUST MEET CROWN GRDES T GUTTERS, T MID-POINTS ND CENTERLINE. WIDTHS OF PVEMENT RE FCE TO FCE. RODWY WIDTH (W) TOTL CROWN HEIGHT 3/4 POINT MID-POINT 1/4 POINT 30' 3-3/8" 1-1/2" 3/8" 36' 7" 3-7/8" 1-3/4" 3/8" 44' 7" 3-7/8" 1-3/4" 1/2" 48' 7" 3-7/8" 1-3/4" 1/2" 60' 7" 3-7/8" 1-3/4" 1/2" 2-34' 5" 3-3/8" 1-1/2" 3/8" TBLE OF CROWN HEIGHTS ND ORDINTES FOR VRIOUS PRBOLIC SECTIONS NTS PRBOLIC PVEMENT CROWN MY 1991 REV UG SD-P03

6 ROW = 90' ' USUL 12' 1 24' 12' 8.5' 8.5' 1/2"/FT. 12' 24' 12' ' USUL 3 1 SEE GENERL NOTES (SD-P01) SECTION "G" FOR BR SIZE ND SPCING. M4D PVEMENT REGULR SECTION NTS 1 SWED LONGITUDINL DUMMY JOINT 2 CONSTRUCTION JOINT (FULL WIDTH PVEMENT IS LLOWED WHERE PPROVED BY THE CITY OF LLEN). DELETE IF IS 25 FT. WIDTH TO BE WIDENED LTER. INSTLL CURB IF IS LESS THN FULL WIDTH OF 33'-36'. 3 NUMBER 3 BR CONTINUOUS SHLL BE PROVIDED FOR CURB REINFORCEMENT ' USUL ROW = 90' 24' 6' 35 12' 12' 11' 12' 12.5' 2.5' ' USUL 3 1 SEE GENERL NOTES (SD-P01) SECTION "G" FOR BR SIZE ND SPCING. SLOPE TOWRD MEDIN MY BE REQUIRED IF LEFT TURN CURB IS HIGHER THN OPPOSITE MEDIN CURB. MINIMUM TOP SOIL ND GRSS, GROUND COVER (TYP.) LL SLOPES, MEDIN ND PRKWYS PER NCTCOG SPECIFICTION LTEST EDITION. M4D PVEMENT LEFT TURN SECTION NTS MD4 PVEMENT MY 1991 REV FEB 2017 SD-P04

7 3:1 3:1 3:1 3:1 R.O.W 3:1 12.5' OR 15.5' 12.5' OR 15.5' 24' OR 36' 17' 24' OR 36' 10' OR 11' 3:1 3:1 SEE GENERL NOTES (SD-P01) SECTION "G" FOR BR SIZE ND SPCING. TYPE M4D,M6D PVEMENT RIGHT TURN OR DECELERTION LNE SECTION NTS CONSTRUCT KEYWY OR LONGITUDINL BUTT JOINT IF NOT POURED MONOLITHIC. 3:1 15.5' 120' 36' 17' 36' 15.5' 12' 12' 12' 8.5' 8.5' 12' 12' 12' SEE GENERL NOTES (SD-P01) SECTION "G" FOR BR SIZE ND SPCING. TYPE M6D PVEMENT REGULR SECTION NTS 1 SWED LONGITUDINL DUMMY JOINT. 2 CONSTRUCTION JOINT (FULL WIDTH PVEMENT IS LLOWED WHERE PPROVED BY THE CITY OF LLEN). DELETE IF IS 25 FT. WIDTH TO BE WIDENED LTER. INSTLL CURB IF IS LESS THN FULL WIDTH OF 33'-36'. 3:1 15.5' 3 NUMBER 3 BR CONTINUOUS SHLL BE PROVIDED FOR CURB REINFORCEMENT. 120' 36' 6' 11' 36' 15.5' 12' 12' 12' 2.5' 8' 12' 12' 12' SEE GENERL NOTES (SD-P01) SECTION "G" FOR BR SIZE ND SPCING. TYPE M6D PVEMENT 120' R.O.W. NTS SLOPE TOWRD MEDIN MY BE REQUIRED IF LEFT TURN CURB IS HIGHER THN OPPOSITE MEDIN CURB. 3:1 140' 9' 47' 6' 11' 58' 9' 11' 12' 12' 12' 8' 3' 11' 12' 12' 12' 11' SEE GENERL NOTES (SD-P01) SECTION "G" FOR BR SIZE ND SPCING. TYPE M6D PVEMENT 140' R.O.W. NTS SLOPE TOWRD MEDIN MY BE REQUIRED IF LEFT TURN CURB IS HIGHER THN OPPOSITE MEDIN CURB. MD4, MD6 PVEMENT MY 1991 REV FEB 2017 SD-P05

8 SEPRTE CURB-ND-GUTTER (SPHLT) SEPRTE CURB-ND-GUTTER (CONCRETE) CURB-ND-GUTTER MY 1991 REV MY 2017 SD-P06

9 2" H.M..C. (TYPE D) SURFCE COURSE 4" HMC (TYPE C) BSE COURSE 4" 2" LIME STBILIZED SUBGRDE SPHLT CROSS SECTION NOTE : CUT OF INTO EXISTING PVEMENT IS REQUIRED FOR CONSTRUCTION JOINT WITH NEW POURS TO GET SMOOTH FINISH SPHLT CROSSECTION MY 1991 REV MY 2017 SD-P07

10 GENERL NOTES FOR LLEYS ND DRIVEWYS 1. CONCRETE FOR LLEY RETURNS ND DRIVEWYS SHLL HVE MINIMUM COMPRESSIVE STRENGTH T 28 DYS IDENTICL TO THT SPECIFIED FOR THE STREET PVEMENT OR BSE WHEN BUILT S COMPONENTS OF CONCRETE PROJECT. WHEN BUILT SEPRTELY, THE STRENGTH SHLL BE S SPECIFIED ON THE CONSTRUCTION PLN. 2. SPCING ND CONSTRUCTION OF JOINTS SHLL CONFORM TO PRBOLIC STREET PVEMENT. GENERL NOTES LLEY ND DRIVEWYS SEPT REV MY 2017 SD-P08

11 PL 2' LLEY WIDTH () 12' 16' 20' L HLF SECTION WIDTH (L) 6' 8' 10' INVERT DEPTH (d) SEE GENERL NOTES (SD-P01) SECTION "G" FOR BR CL SIZE ND SPCING. 1" / FT. 1" / FT. L GENERL NOTE: LL LLEYS TO BE LIMED IN CCORDNCE WITH ITEM C, SD PO1 PL STNDRD 12', 16' & 20' LLEY SECTION NTS 2' 12' 2' 6' FOR 12' LLEY 6' 1" / FT. 1" / FT. PL STNDRD LLEY SECTION WITH CURB NTS 2' 12' 6' OR 12' LLEY 6' CL 1" / FT. 3" 8" 4" 8" 4" d 8" 3" SEE GENERL NOTES (SD-P01) SECTION "G" FOR BR SIZE ND SPCING. 4" PSI COMP 3" 3600 PSI COMP. PL PL SEE GENERL NOTES (SD-P01) SECTION "G" FOR BR SIZE ND SPCING. CL SEE GENERL NOTES (SD-P01) SECTION "G" FOR BR SIZE ND SPCING. 3" 3600 PSI COMP. NOTE : CURBS NOT LLOWED IN RESIDENTIL RES EXCEPT S PPROVED BY THE CITY. # 3 BR CONTINUOUS IN CURB. SEE GENERL NOTES (SD-P01) SECTION "G" FOR BR SIZE ND SPCING. 3" 3" 3600 PSI COMP. 12" 12" 18" 18" 18" 18" 12" 18" SEE GENERL NOTES (SD-P01) SECTION "G" FOR BR SIZE ND SPCING. LTERNTE 12' LLEY SECTION / CURB NTS NOTE : CURBS NOT LLOWED IN RESIDENTIL RES EXCEPT S PPROVED BY THE CITY. # 3 BR CONTINUOUS IN CURB.

12 OUTSIDE EDGE OF LLEY C D INVERT OUTSIDE EDGE OF LLEY SECTION NOTE : LLEY TO BE PLCED IN SHDED RE WHEN SCREENING WLL IS LONG PROPERTY LINE. SEE CO SCREENING WLL DETIL. VRIES PROPERTY LINE SCREENING WLL W C B INVERT D LLEY WIDTH (W) 12' TYPICL B 2.0' 6.0' C 6.0' 90 Δ 28.0' R38' 16' 2.0' 8.0' 8.0' 31.0' Δ= PROPERY LINE 20' 2.0' 10.0' 10.0' 35.0' LLEY TURN 75 OR GRETER C B 12' MIN. LLEY TURN 75 OR GRETER SEPT 1991 REV UG SD-P10

13 OUTSIDE EDGE OF LLEY 7' OR 8' VRIES INVERT SECTION OUTSIDE EDGE OF LLEY Δ=30-75 R70' C B LLEY WIDTH (W) TYPICL B C Δ= ' 2.0' 6.0' 6.0' 16' 2.0' 8.0' 8.0' 20' 2.0' 10.0' 10.0' LLEY TURN NTS LLEY TURN SEPT 1991 REV UG SD-P11

14 LLEY INTERSECTING LLEY SEPT REV UG SD-P12 PROPOSED CONCRETE LLEY WHEN CONNECTING TO EXISTING LLEY "NEW - EXISTING" NEW LLEY CONNECTING TO NEW LLEY "NEW - NEW" SWED JOINT PROPOSED R.O.W. #3 BR DRILLED 18" MIN. INTO EXISTING PVEMENT. EXISTING LLEY WIDTH R.O.W. LLEY INTERSECTING LLEY NTS R38' PROPERTY LINE PROPOSED R.O.W. 2' 2' 2' WIDTH R.O.W. 2'

15 LLEY TURN SEPT 1991 REV UG SD-P13 OUTSIDE EDGE OF LLEY LLEY TURN NTS R.O.W. 2' W 2' R38' 120 INVERT LINE PROPERTY LINE INVERT LINE INVERT VRIES VRIES SECTION R38' LLEY WIDTH (W) 12' 16' 20' 2.0' 2.0' 2.0' OUTSIDE EDGE OF LLEY W R.O.W.

16 C B DRIVEWY/ LLEY WIDTH 16' 2'-0" 12' 12' 20' 2'-0" 16' 16' C B B 24' 2'-0" 20' 20' 22.5' R.O.W. LINE EXPNSION JOINT 5X 5 CORNER CLIP T LL LLEY & STREET INTERSECTION LOTS R=24' REINF CONCRETE PVEMENT R.O.W. LINE 14.5' 22.5' R.O.W LINE R.O.W LINE 14.5' 5% MX. 2% MX. D CCESSIBLE PTH* CONCRETE WLK 38' NO. 3 BR BENT TO RDIUS 4" GRETER THN CURB RDIUS 12" * CCESSIBLE PTH MUST NOT BE OBSTRUCTED BY CURB ND MUST NOT EXCEED 2% CROSS-SLOPE OR 5% LONGITUDINL SLOPE WHEN CONSTRUCTED. SEE GENERL NOTES (SD-P01) SECTION "G" FOR BR SIZE ND SPCING. BLOCK-OUT IF NOT MONOLITHIC WITH STREET PVMT FCE OF CURB PVEMENT REINFORCEMENT LPPED 30 DI. (WITH KEYWY OR LONGITUDINL BUTT JOINT STREET IF NOT MONOLITHIC WITH STREET) LLEY RETURN DETILS CONSTRUCTED MX. 2% CROSS SLOPE 5% WHEN DJCENT STREET 5% RUNNING SLOPE NOTE: THIS PPLICTION PPLIES TO RMPS T NON-SIGNLIZED COMMERCIL DRIVEWYS & LLEYS RMPS WITHOUT TRUNCTED DOMES SEPT REV FEB 2017 SD-P14

17 NTS EXISTING LLEY RETURN MODIFICTIONS (CONCRETE) SEPT REV MY 2017 SD-P15

18 NTS EXISTING LLEY RETURN MODIFICTIONS (SPHLT) SEPT REV MY 2017 SD-P16

19 SECTION B-B B PLN VIEW INVERT SECTION - LLEY ENTRNCE INVERT TRNSITION FOR CCESSIBILITY LLEY ENTRNCE ONTO EXISTING STREET SEPT REV MY SD-P17

20 PC BORDER CURB " X " 10' MIN. 3' 1' X = 13.90' X = 16.44' X = 18.08' X = 20.42' DIMENSIONS OF MEDIN NOSE Y = 7.0' Y = 8.0' Y = 9.0' Y = 10.0' X = 26.36' X = 29.89' X = 32.93' X = 36.47' Y = 14.0' Y = 17.0' Y = 20.0' Y = 24.0' " Y " PC SCLE : R= 68' LIMIT OF MEDIN STMPED CONCRETE BRICK PVERS SEE SD-P19 FOR DETILS R=2.5' DETIL FOR MEDIN WIDER THN 6' (Y>6') NTS BRICK PVERS SEE SD-P19 FOR DETILS 18' 10' 1' B 7.5' PY LINE & KEYED CONSTRUCTION JOINT EXPNSION MTERIL SHLL BE PLCED ROUND BRICK PVERS NOTES: 1. CONTRCTOR MY USE STMPED COLORED CONCRETE. IF PPROVED BY ENGINEER. 2. COLOR & PTTERN SHLL MTCH EXISTING. 3. COLOR MIX SHLL BE UNIFORMLY COLORED THROUGHOUT ND NOT SPRYED, OVERLYED OR OTHERWISE PPLIED TO TOP LYERS. 4. CONTRCTOR SHLL FURNISH ONE 4'X4'X4" SMPLE FOR CITY PPROVL& HUL OFF FTER PPROVL. CONSTRUCT STMPED CONCRETE OVER 4" COMPCTED SND. 1' PY LINE & KEYED CONSTRUCTION JOINT *IF NO EXISTING TO MTCH, PTTERN SHLL BE KEYSTONE & COLOR BLCK-FLSHED RED. VRIES 4' TO 6' 1' R = 1'-3" B STMP CONCRETE FORM LITHOTEX #3560, LIGONIER STONE & LIME OCTGON SLTE OR PPROVED EQUL CONCRETE SHLL BE VICTORIN RED WITH DRK GRY OVERLY TO MTCH BRICK PVERS. DETIL FOR MEDIN 4'-0" to 6'-0" SCLE : NTS EXPNSION MTERIL SEE CO DETIL FOR MEDIN 10' (IF Y 6') 3' (IF Y > 6') PY LINE & KEYED CONSTRUCTION JOINT 3" SECTION B NOTE : MONOLITHIC MEDIN NOSE & PVEMENT SHLL BE PID FOR PER ECH COMPLETE IN PLCE. SEE GENERL NOTES (SD-P01) SECTION "G" FOR BR SIZE ND SPCING. VRIBLE 3" TO 1 3 3" SECTION R=1" PY LINE & KEYED CONSTRUCTION JOINT MEDIN DETILS SEPT REV MY 2017 SD-P18

21 6cm. (2-3/8") STONE FINISHED GRDE TO MTCH EXISTING TOP OF CURB. 1/2" EXPNSION JOINT MTERIL BETWEEN CURB ND PVESTONE/DROP SLB. SND FILLED JOINTS; MECHNICLLY VIBRTED UNTIL LEVEL, TRUE TO GRDE & FREE OF MOVEMENT. 1 2" EXPNSION MTERIL 1/8" ± TYP. BORDER END 4" 1" 7 3/8" 2 3 8" 1/2" EXPNSION JOINT MTERIL BETWEEN CURB ND PVESTONE/DROP SLB. SEE SD P18 FOR MONOLITHIC NOSE MINIMUM 4" 3000 PSI REINFORCED CONCRETE SUBGRDE WITH No. 3 BRS 24" O.C. MY BE THICKER ON BRIDGE. SECTION 1" SND BEDDING COURSE SND FILLED JOINTS; MECHNICLLY VIBRTED UNTIL LEVEL, TRUE TO GRDE & FREE OF MOVEMENT. 1/8" ± TYP. TOP OF BRIDGE SLB (IF PPLICBLE) CURB MINIMUM 4" 3000 PSI REINFORCED CONCRETE SUBGRDE WITH No. 3 BRS 24" O.C. MY BE THICKER ON BRIDGE. SECTION B 1" SND BEDDING COURSE EDGE STONES RE MOLDED OR FIELD CUT SEE SD P18 FOR MONOLITHIC NOSE B 1/2" EXPNSION JOINT MTERIL BETWEEN CURB ND PVESTONE/DROP SLB BORDER END P L N MEDIN STONE SHLL EXTEND TO POINT WHERE MEDIN IS T LEST 6' WIDE. IF MEDIN IS 6' WIDE, SHLL EXTEND 15' FROM NOSE. FOR MEDINS WIDER THN 6', SHLL EXTEND 10' FROM NOSE. LL DISTNCES RE MINIMUM. STONE SHLL BE INTERLOCKING CONCRETE (BELGRD BRND KEYLOC OR PPROVED EQUL) PER ITEMS ND OF THE CITY OF LLEN SPECIL PROVISIONS ND SHLL BE RED/BLCK FLSHED IN COLOR. 1 2" EXPNSION MTERIL NTIQUE RED MEDIN STONE PROPOSED OR EXISTING CONCRETE CURB MEDIN STONE DETIL SEPT REV MY 2017 SD-P19

22 MEDIN MINTENNCE CCESS (MEDIN CURB LY-DOWN) SEPT REV MY 2013 SD-P20 LEFT TURN BY 2' 2' 18" 6' 18" (TYP) SOD CURB (TYP) B LOCTION OF RMP T P.R.C. OF CURBLINE FOR TURN LNE. SECTION P L N SOD 2' TRNS 6' RMP 2' TRNS CURB (TYP) SECTION B GENERL NOTES : 1. MXIMUM ONE RMP PER MEDIN. 2. EXCEPTION - MEDIN LY DOWN SHLL NOT BE REQUIRED T END OF MEDIN WITH BRICK OR PVERS. (WIDTH < 6') BUT SHLL BE REQUIRED T OTHER END. 3. POUR SHLL BE INTEGRL. STREET

23 EXPNSION JOINT FILLER 8" 8" EXISTING/FUTURE PVEMENT CONC. PVEMENT T 9" SEE GENERL NOTES (SD-P01) SECTION "G" FOR BR SIZE ND SPCING. 4.5" 2" 1 STREET HEDER PVEMENT BRS TO BE BENT DOWN INTO HEDER. HEDER ND PVEMENT TO BE MONOLITHIC. STREET HEDER MY 1991 REV FEB 2017 SD-P21

24 24" DEFORMED No.5 DOWEL BR HOT POURED RUBBER JOINT SELING COMPOUND SWCUT WIDTH 3/8" MIN. TOP 1/4" NO JOINT SELING COMPOUND ET/2 PROPOSED EXISTING 1" 3" T + 2" T 3" DOWEL SPCED 12" o.c. OFF TIE BRS NOTE: DOWEL BRS SHLL BE DRILLED INTO PVEMENT HORIZONTLLY BY USE OF MECHNICL RIG. DRILLING BY HND IS NOT CCEPTBLE. PUSHING DOWEL BRS INTO GREEN CONCRETE IS NOT CCEPTBLE. PVEMENT REPIR HEDER JULY 1991 REV UG SD-P22

25 RIL HEDER SEPT REV FEB 2017 SD-P23 6' END 6' CURB SEE GENERL NOTES (SD-P01) SECTION "G" FOR BR SIZE ND SPCING. PVEMENT LINE 20' NOTE : 1. PVEMENT BRS TO BE BENT DOWN INTO HEDER. 2. HEDER ND PVEMENT TO BE MONOLITHIC. 9" 2" 5' (USUL) 2' LL WORK BETWEEN HEDERS TO BE DONE BY OTHERS UNLESS OTHERSWISE SPECIFIED. 2" CURB 1/4" R. SYMMETRICL BOUT RIL HEDER

26 SEE GENERL NOTES (SD-P01) SECTION "G" FOR BR SIZE ND SPCING. MINIMUM WIDTH = 24' 1' 3600 PSI CONCRETE LIME STBILIZED SUBGRDE VERTICL SW CUT 3 8" MIN. WITH HOT POURED RUBBER JOINT SELING COMPOUND SEE GENERL NOTES (SD-P01) SECTION "G" FOR BR SIZE ND SPCING. NOTES: 1. DOWELS & REBRS SHLL BE SUPPORTED BY N PPROVED DEVICE. 2. EXPNSION JOINTS TO BE THE SME S USED FOR CONCRETE STREET. 3. SWED TRNSVERSE DUMMY JOINT SHLL BE SPCED 20'-0" 4. EXPNSION JOINT DISTNCE T 100' INTERVL & SWED JOINT T 20'-0" FIRE LNE SCLE 3/8" NTS TOP 1 4" NO SELING COMPOUND 1/4" 1/4 T T = PVEMENT THICKNESS SWED DUMMY JOINT 1" 3/8" T T/2 1/2" 1/4" 1/4 T T T/2 VERTICL SW CUT 3 8" MIN. WITH HOT POURED RUBBER JOINT SELING COMPOUND SEE GENERL NOTES (SD-P01) SECTION "G" FOR BR SIZE ND SPCING. SCLE NTS TOP 1 4" NO SELING COMPOUND FIRST POUR T/3 2" SECOND POUR T = PVEMENT THICKNESS CONSTRUCTION JOINT FOR PVEMENT SCLE NTS TRNSVERSE ND LONGITUDINL JOINTS FIRE LNE & JOINT DETILS SEPT REV MY 2017 SD-P24

27 DOWEL SPCED ON 18" CENTER TO CENTER, OFF TIE BRS. 9" - 15" SWCUT FULL DEPTH & CURB & GUTTER 3/8" TOP 1 4" NO SELING COMPOUND T/2 PROPOSED 1/4" 1/4 T EXISTING T T = PVEMENT THICKNESS 24" DEFORMED No. 6 DOWEL BR VERTICL SW CUT 3 8" MIN. WITH HOT POURED RUBBER JOINT SELING COMPOUND CONCRETE BUTT JOINT (/7" PVEMENT THICKNESS) CONCRETE BUTT JOINT MY 1991 REV MY 2017 SD-P25

28 TOP 1 4" NO SELING COMPOUND 24" No. 6 SMOOTH DOWEL 16' DOWEL COTING 2" MIN. 3/4"± 11' 2' MIN. 1 1/4" MIN. CLERNCE WITHIN CP. T T/2 1/4" REDWOOD EXPNSION JOINT FILLER HOT POURED RUBBER JOINT SELING COMPOUND DOWEL SLEEVE (CLOSED) TO FIT DOWEL ND BE SECURED. TO BE INSTLLED ON 18" CENTER TO CENTER. TRNSVERSE EXPNSION JOINT (SPCED 600 FT. MXIMUM, LOCTE T INTERSECTIONS) T = PVEMENT THICKNESS CURB NOTES: 1. DOWELS ND REINFORCING BRS SHLL BE SUPPORTED BY N PPROVED DEVICE & MUST BE TIED OR CHIRED ON ECH SIDE. 2. EXPNSION JOINTS SHLL BE PLCED TRNSVERSELY IN PROPOSED PVEMENT WHERE THICKNESS CHNGES, SUCH S BETWEEN 5" EXPNSION JOINTS SHLL BE PLCED T LL END POINTS OF RDII. 4. HOT POURED RUBBER SELING COMPOUND SHLL BE PLCED THROUGH RISED CURB. EJ GRSS EJ PVEMENT EJ 5" PVEMENT PRKING LOT EXMPLE TRNSVERSE EXPNSION JOINT JN 2001 REV MRCH 2016 SD-P26

29 SPCING DIGRM FOR TRNSVERSE JOINTS SEPT 2001 REV UG SD-P27 PROVIDE JOINT SWED DUMMY JOINT SWED TRNSVERSE DUMMY JOINTS SPCED 15' PRBOLIC CROWN MTCH EXISTING EXPNSION JOINTS IF WIDENING. SWED TRNSVERSE DUMMY JOINTS SPCED 20' OR MTCH EXISTING IF WIDENING. BCK OF CURB BCK OF CURB NOTE: LLEYS TO BE SWED TRNSVERSE T 12'0" LONGITUDINL JOINT ONLY-31' BB ND 1 4 PTS >31' SPCING DIGRM FOR TRNSVERSE JOINTS NTS STRIGHT CROWN

30 INTERSECTION CONDUIT LYOUT SEPT 2001 REV UG SD-P28 INTERSECTION WIDENING DETIL 43'-46' 33'-36' SINGLE CONDUIT (SEE NOTES ) LEGEND: 1. SWED LONGITUDINL DUMMY JOINT. 2. CONSTRUCTION JOINT (FULL WIDTH PVEMENT IS LLOWED WHERE PPROVED BY THE CITY OF LLEN) DELETE IF IS 25 FT WIDTH TO BE WIDENED LTER. INSTLL CURB IF LESS THN FULL WIDTH OF 33' - 36'. ROW 3" MEDIN 2" 3" 3" 2" 3" PULL BOXES/JUNTION BOXES TYPE (TYP.) 2" PVC SCHEDULE 40 DOVE GRY ELECTRICL STREET LIGHT CONDUIT SHLL BE PLCED IN LL MEDINS, 3' OFF UNLESS OTHERWISE SHOWN ON THE PLNS. BURIL DEPTH SHLL BE 3'-0" BELOW FINISH GRDE. 30 INCH RDIUS SWEEP BENDS TO BE USED T LL HNDHOLE BOXES. TRFFIC SIGNL PULL BOXES SHLL BE #36 FROM TRFFIC SIGNL EQUIPMENT COMPNY, FT. WORTH, TEXS OR PPROVED EQUL. BOXES RE PPROXIMTELY 10 1/2" X 17" X 12" ND SHLL BE PROVIDED WITH CONCRETE COVER. BURIL DEPTH OF 3" CONDUIT SHLL BE 18 INCHES BELOW CURB GRDES. SCLE NTS NOTES: 1. 3" PVC SCHEDULE 40 DOVE GRY ELECTRICL TRFFIC SIGNL CONDUIT TO BE INSTLLED CONTINUOUS CROSS INTERSECTION, EXTENDED TO 2' BEHIND CURBS. SWEEP BENDS TO BE USED T LL PULL BOXES. 2. RED MRKER TPE IS TO BE INSTLLED ON THE ENDS OF THE CONDUIT. 3. THE EXCT LOCTIONS WHERE THE CONDUIT CROSSES UNDER THE RE TO BE CHISELED WITH N "X" ND PINTED WITH THE RED PINT, ON THE CURB OR. 4. # 9 GLVNIZED WIRE SHLL BE PLCED IN LL CONDUIT. THIS WIRE SHLL EXTEND MINIMUM OF 1' FROM THE END OF THE CONDUIT. ITEM

31 8" 4" 1/8"/FT 1/8"/FT 0" 2" 0" 1/8"/FT 1/8"/FT 1/8"/FT 10" TYPICL CONTOURS FOR MJOR-MJOR INTERSECTION 1/8"/FT 10" 8" 4" 1/8"/FT 1/8"/FT 0" 2" 0" 1/8"/FT 1/8"/FT TYPICL CONTOURS FOR MJOR-MJOR INTERSECTION SEPT 2001 REV UG SD-P29 130' SCLE NTS 130' 10" 10" 1/8"/FT 8" 8" 1/8"/FT 4" 0" 2" 1/8"/FT 1/8"/FT 0" 4" 0" 2" 1/8"/FT 1/8"/FT 0" 130' 1/8"/FT 1/8"/FT 1/8"/FT 1/8"/FT 130' TRNSITION TO 1/4" / FT 200' TYPICL NOTE: INLETS REQUIRED WHEN DRINGE IS TOWRD INTERSECTION.

32 CONCRETE SIDEWLK SEPT 2001 REV MY 2017 SD-P30 1/2" THICKNESS PRE-MOULDED EXPSION JOINT FILLER SPCED 40'O.C. 4' 4' 4'.5" 4' 4' SIDEWLK CONTROL JOINTS SHLL BE GROOVED 3/8" DEEP ON 4' CENTERS 1/2" JOINTS SHLL BE SPCED T 40' INTERVLS OR S OTHERWISE SPECIFIED ND SHLL BE FILLED WITH PREMOLDED BITUMINOUS SEE GENERL EXPNSION JOINT FILLER. NOTES (SD-P01) SECTION "G" FOR BR SIZE ND SPCING. EDGE 1/2" R S SPECIFIED (5' USUL) SLOPE 1% - 2% TOWRD STREET 2" 12" MX. 12" MX. 12" MX. 4' 2" CUSHION SND OR COMPCTED SUDGRDE 12" MX. 12" MX. 12" MX. 12" MX. 5' 2" 4" 2" 4' OR 5' #3 SMOOTH DOWELS 24" LONG, LUBRICTED SPCING 12" O.C. USUL SECTION EXPNSION JOINT B P L N NOTE: WHEN CONCRETE WLK IS DJCENT TO CURB, DEPTH OF EXPNSION JOINT MTERIL SHLL BE SUFFICIENT TO PREVENT CONCRETE TO CONCRETE CONTCT BETWEEN WLK ND CURB. WLK SHLL BE 5' WHEN NEXT TO CURB. REBRS SHLL BE PLCED NO CLOSER THN FROM EDGE OF SIDEWLK. REBR SPCING SECTION B CONSTRUCTED MX. CROSS SLOPE RUNNING SLOPE 2% 5% MX WHEN DJCENT STREET 5% REBR SPCING 4"

33 1' 5' VRIES VRIES THOROUGHFRE 70'+ R.O.W. 5' SIDEWLK SHLL BE LOCTED 1' INSIDE R.O.W. OF THOROUGHFRES. RESIDENTIL 50' R.O.W. 4' SIDEWLK SHLL BE LOCTED 1' INSIDE R.O.W. OF RESIDENTIL STREETS. R.O.W. R.O.W. SIDEWLK GRSS B/C 1' 4' 4.5' 15.5' GRSS STREET STREET C L SIDEWLK B/C LC 1' 4' 6.5' 18.5' COLLECTOR 60' R.O.W. 4' SIDEWLK SHLL BE LOCTED 1' INSIDE R.O.W. OF COLLECTOR STREETS. R.O.W. GRSS STREET ROW SIDEWLK B/C LC 1' 4' or 5' VRIES SEE CO SIDEWLK DETIL SD-P30 SECTION CONCRETE SIDEWLK (CONTINUED) JUNE 1998 REV OCT 2016 SD-P31

34 BRICK SHLL BE STM C902 COLOR & PTTERN DETERMINED BY CITY OF LLEN 4'-4" HND SWEPT SND INTO JOINT, NO GP (1 PRT COLORED PORTLND CEMENT & 3 PRTS SND) NOTE: PLNTING BED BEYOND R.O.W. IS UNDER SEPRTE CONTRCT. PEDESTRIN BRICK 2 1/4" 2 1 2" 1 1 4" VRIES R.O.W. & PY LINE PLNTING BED 2" 2" 1/2" BITUMINOUS EXPNSION JOINT MTERIL. DEPTH OF JOINT MTERIL SHLL BE SUFFICIENT TO PREVENT CONTCT BETWEEN WLK ND CURB STOP EXPNSION JOINT T TOP OF CURB ND SEL WITH CONCRETE GRY SELNT 4" 1" 12" O.C. SND 2" SND SETTING BED 4" CONCRETE SUBBSE ( CONCRETE SUBBSE REQUIRED IN SOME RES, SEE PLN) 2" CONC. STREET SUBGRDE COMPCTED TO 95% OF STNDRD PROCTOR DENSITY T 0% TO +3% OF OPTIMUM MOISTURE TYPICL BRICK SIDEWLK ND SUPPORT SLB SECTION B B 4'-4" FCE OF CONCRETE CURB PEDESTRIN BRICK 2 1/4" 4" 1 1 4" 1" HND SWEPT SND INTO JOINT, NO GP (1 PRT COLORED PORTLND CEMENT & 3 PRTS SND) 1/2" BITUMINOUS EXPNSION JOINT MTERIL. DEPTH OF JOINT MTERIL SHLL BE SUFFICIENT TO PREVENT CONTCT BETWEEN WLK ND CURB CONC. STREET STOP EXPNSION JOINT T TOP OF CURB ND SEL WITH CONCRETE GRY SELNT 4'-4" SOLDIER COURSE PLNTING BED BRICK PVERS ON CONCRETE BSE 4" 3" 4" SECTION TYPICL TREE PIT (IF REQ'D) P L N EDGE OF BUILDING/ R.O.W. LINE SIDEWLK BRICK PVERS MRCH 2001 REV MY 2017 SD-P32

35 SEE GENERL NOTES (SD-P01) SECTION "G" FOR BR SIZE ND SPCING. #3 BR GRSS R= 3 8" 3" R=3" 1:3 BTTER R=1 1 2" #4 12" O.C. SEE SD-P06 FOR DETIL STREET OR 7" 2.5' (USUL) #4 BR #4 BR SEPRTE CURB-ND-GUTTER SECTION NTS #3 SMOOTH DOWELS (24" LONG) 12" O.C. REQUIRED EXP. JOINT T TWO LEGS OF INTERSECTIONS OF LED WLK ND PUBLIC WLK S SHOWN GRSS SIDEWLK LEDWLK PROPERTY LINE NOTES: 1. 2-INCH CUSHION SND REQUIRED ON SUBGRDE COMPCTED WITHIN 95% STNDRD PROCTOR DENSITY. 2. POURS SHLL REQUIRE PRE-POUR INSPECTION FOR FORMWORK, REINFORCEMENT ND GEOPMETRY. VISUL INSPECTIONS MY BE MDE FTER THE POUR TO DDRESS TOOLED JOINTS, FINISH, SUBGRDE INTEGRITY, ETC. 3. ENSURE THT FLTWORK DOES NOT OBSCURE BOVE-GROUND PPURTENNCES (I.E. VLVES, MH LIDS) 4. EXPOSED GGREGTE CONCRETE IS NOT CCEPTBLE FOR SIDEWLK WITHIN PUBLIC RIGHT-OF-WY. 5. SIDEWLKS SHLL BE 48" WIDE (MIN.) WITH 42" (MIN.) UNOBSTRUCTED. SIDEWLKS LONG RTERIL (THOROUGHFRE) RODWYS SHLL BE 5' MIN. 6. FOR CURB DETIL SEE SHEET SD-P11 CURB CUT MIN. OF 1' LEDWLK CURB CUT MIN. OF 1' 1" FELT EXP. JOINT REQUIRED BETWEEN BCK OF CURB ND LEDWLK CURB - STREET CURB ND LED WLK REPIR UG 2005 REV MY 2017 SD-P33

36 P L N P L N BRRIER FREE RMPS TYPE '' & 'B' MR 2004 REV DEC 2016 SD-P34

37 P L N P L N BRRIER FREE RMPS TYPE 'C' & 'D' MR 2004 REV MY 2017 SD-P35

38 P L N BRRIER FREE RMPS TYPE 'E' (RESIDENTIL) DEC REV MY 2017 SD-P36

39 P L N BRRIER FREE RMPS TYPE 'E' (RESIDENTIL) DEC REV MY 2017 SD-P37

40 P L N BRRIER FREE RMPS TYPE 'G' (COMMERCIL) DEC REV MY 2017 SD-P38

41 P L N BRRIER FREE RMPS TYPE 'H' (COMMERCIL) DEC REV MY 2017 SD-P39

42 SECTION 'B' PVER DETIL BRRIER FREE GENERL NOTE & DETECTBLE SURFCE MR 2004 REV MY 2017 SD-P40

43 FUTURE SIDEWLK 1' TYP. DRIVEWYS OR LLEYS EXPNSION JOINT PROPERTY LINE 4' OR 5' 2% SLOPE MX. 2% MX. 5 % MX. 2% MX. TRNSITION NEW CURB/GUTTER FROM TO Ø EXPNSION JOINT 6.25% MX. PLN VIEW SWCUT ND REMOVE PVEMENT & CURB. 1' TYP. 4' OR 5' SW TRNSITION NEW CURB/GUTTER FROM TO Ø 2% MX. 6.25% MX. PROPERTY LINE SECTION EXISTING STREET BRRIER FREE RMPS T DRIVEWYS & LLEYS SEPT 1991 REV JUL SD-P41

44 10' MINIMUM (RES.) 30' MINIMUM (COMM.) REDWOOD EXP. JOINT R.O.W. LINE CCESSIBLE PTH SLOPE : 2% MX. 5% MX. 5% MX. WLK WY 4'-5' 1' USUL 30' FOR COMM DRIVE. R= 10' FOR RES. DRIVE FCE OF CURB 12" SWCUT OF BLOCK-OUT LIMIT IF NOT MONOLITHIC WITH STREET PVEMENT P L N PVEMENT REINFORCEMENT LPPED 30 DI. OR No. 6 BR DOWEL 2' LONG TO BE DRILLED IF NOT TIED TO EXISTING REBR 1' USUL 4'-5' WLKWY 12" REDWOOD EXP. JOINT CURB SWCUT OF BLOCK-OUT LIMIT IF NOT MONOLITHIC WITH STREET PVEMENT SLOPE : 2% MX. SLOPE : 8% - 10% MX. R.O.W. LINE REINF. CONCRETE PVEMENT SECTION SEE ENLRGE DETIL FOR SPHLT CONNECTION CURB 2.5' SPHLT PVEMENT 3" 3" CONCRETE PVEMENT CONSTRUCTED MX. ENLRGE DETIL CROSS SLOPE RUNNING SLOPE 2% 5% MX WHEN DJCENT STREET 5% DRIVEWY RETURN DETILS (RESIDENTIL ND COMMERCIL) SEPT 1991 REV MY 2017 SD-P42

45 12' TYPICL LLEY PVEMENT FOR DRIVEWY PPROCH DETILS, SEE DETIL 3/4" EXPNSION JOINT W/ #4 SMOOTH DOWELS ON 12" (MX.) O.C. 2' TYP. PROPERTY LINE REDWOOD EXP. JOINT W/ #3 SMOOTH (24" LONG) DOWELS (12" O.C.) 20' MX. LLEY DRIVEWY REDWOOD EXP. JOINT 4" 8" 4" 9' MIN. 12' (TYP.) SECTION - 2' TYPICL RER-ENTRY FOOT PRINT TYP. TRNSITION FROM 8" TO 4" THICKNESS #3 SMOOTH DOWELS (24" LONG)12" O.C. REQUIRED EXPNSION JOINTS T TWO LEGS OF INTERSECTIOS OF LED WLK ND PUBLIC WLK S SHOWN. PROPERTY LINE REDWOOD EXP. JOINT LEDWLK 4' TYP. TOLLED JOINT SPCING 4' MX. O.C. EXIST. SIDEWLK GRSS BCK OF CURB DOWEL INTO EXIST. SIDEWLK MIN. PENETRTION 3/4" FELT EXPNSION JOINT REQUIRED BETWEEN BCK OF CURB ND SIDEWLK (DON'T DOWEL INTO CURB) STREET PVEMENT 40' MX. EXP. JOINT SPCING SIDEWLKS ND DRIVEWYS UG REV MY 2017 SD-P43

46 DRIVEWY RETURN FOR LLEY SEPT 1991 REV MY 2017 SD-P44 2' STNDRD LYOUT OPTIONL LYOUT PROPERTY LINE PROPERTY LINE 5' No. 4 DOWEL BRS, 2' IN LENGTH WITH CPS EXPNSION JOINT MDE OF PREMOLDED SPHLTIC TYPE OR REDWOOD BORDS B 5' 2' LLEY P L N SEE SD-P01 FOR DETILS. 2' 3/4" EXPNSION JOINT MDE OF PREMOLDED SPHLTIC TYPE OR REDWOOD BORDS LLEY SECTION HOME No. 4 DOWEL 12" O.C. 2' IN LENGTH WITH CPS 2' 5' PROPERTY LINE 3/4" EXPNSION JOINT MDE OF PREMOLDED SPHLTIC TYPE OR REDWOOD BORDS LLEY No. 4 DOWEL 12" O.C 2' IN LENGTH WITH CPS HOME SECTION B 8" 4" 8" 4" 3 4 " 3 4 " 3 4 " 3 4 "

47 STREET CONNECTION SEPT 1991 REV UG SD-P45 4.5" 1.5" 1.5" 1.5" 10' OR S SPICIFIED R=10' EXISTING SPHLT STREET 6' THICK SPHLT TRNSITION PSI REINF. CONCRETE FOR DRIVES END CURBS TYPICL DRIVE OR STREET CONNECTION TO EXISTING SPHLT STREET NTS

48 SIDEWLK FLUME DETIL SEPT 1991 REV FEB 2017 SD-P46 DIMOND GRID GLVNIZED STEEL PLTE INSTLLED T SIDEWLK CROSSING FLUME FLUSH WITH SIDEWLK. 18" SIDE WLK 4' MIN. 12" 12" 12" 12" 3" 3" COUNTERSUNK METL NCHOR SHLL NOT PROTRUDE BOVE SURFCE SIDEWLK DOWEL DIMOND GRID GLVNIZED STEEL PLTE INSTLLED T SIDEWLK CROSSING FLUME FLUSH WITH SIDEWLK. VOID SECTION B USUL MX = 4' P L N STEEL PLTE FLUME COVER SPN FEET PLTE THICKNESS INCHES 1/2" 5/8" 3/4" 7/8" BSED ON 100 P.S.I. LIVE LOD ND MX. DED & LIVE LOD DEFLECTION OF L/240 BOLT PLTE DOWN WITH BRSS BOLTS. BOLTS SHLL BE 1/2" DI. RECESSED TO FLUSH WITH TOP OF PLTE ND SPCED MXIMUM OF 12" ON CENTERS. 1/2" DI. SELF-DRILLING NCHORS SHLL BE USED ND SPCED THE SME. SURFCE OF PLTE SHLL BE NON-SKID MTERIL. 18" STREET LEVEL FCE OF CURB DIMOND GRID GLVNIZED STEEL PLTE INSTLLED T SIDEWLK CROSSING FLUME FLUSH WITH SIDEWLK. 12" 12" 12" SIDEWLK 4' MIN. 18" SIDEWLK SEE ENLRGE DETIL BLOCK-OUT LIMIT IF NOT MONOLITHIC WITH STREET PVEMENT FCE OF CURB BLOCK-OUT LIMIT IF NOT MONOLITHIC WITH STREET PVEMENT SECTION B No. 3 BRS ON 18" CTRS BOTH WYS No. 3 BRS ON 18" CTRS BOTH WYS 5.5".5" MIN. 18" R=3/8" COUNTERSUNK METL NCHOR SHLL NOT PROTRUDE BOVE SURFCE DIMOND GRID GLVNIZED STEEL PLTE INSTLLED T SIDEWLK CROSSING FLUME FLUSH WITH SIDEWLK. CURB COUNTERSUNK METL NCHOR SHLL NOT PROTRUDE BOVE SURFCE COUNTERSUNK METL NCHOR SHLL NOT PROTRUDE BOVE SURFCE ENLRGE DETIL No. 3 BRS ON 18" CTRS BOTH WYS

49 LTERNTE STREET R.O.W. SECTION FOR MOUNTBLE CURB PR REV NOV SD-P47 10' R.O.W. 18" 12" #4 BR 30" #4 BR MOUNTBLE CURB SECTION (MCB) C L 2.5' MCB 14' 14' 2.5' MCB 33' B-B STREET 53' R.O.W. CROWN 8" 2" 4" 10" R1" 3600 PSI REINF CONCRETE #4 BRS ON 12" CENTERS FLOW LINE #3 BR 4" 21" 5" 10' R.O.W.

50 MILBOX DETIL DEC 2008 REV SD-P48 MILBOX SHLL BE MDE OF LIGHTWEIGHT SHEET METL OR LIGHTWEIGHT PLSTIC. HEVY STEEL, CST IRON OR DECORTIVE MILBOXES SHLL NOT BE USED. U.S. POSTL MILBOX REQUIREMENTS RE IN POSTL BULLETIN No TYPICL MILBOX SIZE IN INCHES WIDTH HEIGHT * MXIMUM LLOWED DIMENSIONS FOR MILBOX MILBOX SIZES NOTE: SIDEWLK PVEMENT REFER TO CITY OF LLEN STNDRD SD-P33 FOR SECTION & DETIL ENLRGE TYPE 5 SUPPORT/FOUNDTION MIL BOX SEE SIZES P L N TYPICL MOLDED PLSTIC MILBOX MILBOX SHLL BE MRKED WITH HOUSE NUMBER SECTION ONE PIECE MOLDED PLSTIC MILBOXES MOLDED PLSTIC MILBOXES SHLL BE INSTLLED ON 4" X 4' TRETED TIMBER POSTS ONLY. POST MY BE SET IN LOW STRENGTH GROUT. THE USE OF STEEL PIPE OR STRUCTURL TUBING IN PLCE OF TIMBER POST IS PROHIBITED. MILBOX SHLL BE STEP 2 MODEL # OR PPROVED EQUL. NOTE: FRONT OF MILBOX LINES UP WITH BCK OF CURB. FOR TWO MILBOXES, MINTIN 1' SPCING BETWEEN MILBOXES ND 1.5' FROM JOINT TO ECH MILBOX.