FOREWORD UNIFORM STANDARD DRAWINGS FOR PUBLIC WORKS' CONSTRUCTION, OFFSITE IMPROVEMENTS, CLARK COUNTY AREA, NEVADA

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1 FOREWORD FOR PUBLIC WORKS' CONSTRUCTION, OFFSITE IMPROVEMENTS,, NEVD The following participating entities of the Clark County, Nevada area have adopted these standard drawings. CITY OF LS VEGS dopted by City Council action...november 4, 1987 CITY OF HENDERSON dopted by City Council action...october 20, 1987 CITY OF NORTH LS VEGS dopted by City Council action...november 4, 1987 CITY OF BOULDER CITY dopted by City Council action... January 26, 1988 CITY OF MESQUITE dopted by City Council action... January 26, 1988 CLRK COUNTY dopted by Board action... pril 1998 REGIONL STREET ND HIGHWY COMMISSION dopted by Commission ction...october 8, 1987 The Uniform Standard Drawings for Public Works Construction may be revised by issuance of revisions or supplements to correct errors and omissions found in these drawings and to reflect advanced thinking and the changing technology of the construction industry. Each revision will supersede any previous pertinent drawing. Upon approval by the RTC, revisions will become effective and be posted on the RTC web-site, by the first day of the month of January and July. To implement this end a Specifications Committee has been established as a permanent organization to continually study and recommend changes to the standard drawings. Interested parties may address suggested changes and questions to the Regional Transportation Commission, 600 South Grand Central Parkway, Suite 350, Las Vegas, Nevada,

2 SECTION LINE CENTERLINE OR SURVEY LINE INTERSECTING CENTERLINE RIGHT-OF-WY OR PROPERTY LINE CUT LINE-SPHLT CONC. OR PCC CONC. DIRECTION OF FLOW MISCELLNEOUS TOPOGRPHIC SYMBOLS VLVE (INITILS INDICTE OWNERSHIP ND / OR TYPE) GS CTHODE PROTECTION RECTIFIER R STREET NME SIGN TEST HOLE CONCRETE BLOCK WLL UTILITY BOX (INITILS INDICTE OWNERSHIP ND / OR TYPE) FIRE LRM BOX ON PEDESTL F PUBLIC SERVICE UTILITY POLE, LINE TO SHOW DIRECTION OF RUN OF OVERHED LINE POLE WITH GUY NCHOR FIRE HYDRNT CONCRETE MONUMENT TREE (NO. INDICTES TRUCK DI. IN INCHES) MISCELLNEOUS SYMBOL (BBREVITION INDICTES TYPE) HEDGE (NOTE SIZE & SPECIES) NO. BBR. FENCE FLOW LINE OF DITCH OR CHNNEL STEPS (NOTE TYPE ND NO. OF RISERS) EXISTING BUILDING EXISTING UTILITY STUB-OUT TRFFIC CONTROL SIGN EXISTING BUILDING FOUNDTION RETINING WLL (LOW SIDE) (HIGH SIDE) SYMBOLS 101 SHEET 1 OF 4

3 PLN ONLY PROPOSED CONSTRUCTION EXISTING CURB ND GUTTER VLLEY GUTTER BCK OF CURB BCK OF SIDEWLK RIGHT-OF-WY LINE DRIVEWY BCK OF CURB WHEELCHIR RMP DROP INLET GRTE GRTE EDGE OF PVEMENT ELEVTIONS 0.00 (0.00) CUT OR FILL SLOPES TOP OF SLOPE TOE OF SLOPE NOTE: FUTURE CONSTRUCTION ITEMS ON PLNS SHLL BE INDICTED BY DSHED LINE ND PPROPRITE NOTE. SYMBOLS 101 SHEET 2 OF 4

4 PLN ONLY PROPOSED CONSTRUCTION EXISTING WING TYPE HEDWLL VLLEY GUTTER UNDERGROUND UTILITY WITH MNHOLE ND CSING OWNERSHIP INDICTED BY LINE LEGEND SIZE ND TYPE OF CONDUIT SHLL BE PLCED ON CONDUIT WHEN VILBLE LEGEND TSI TRFFIC SIGNL INTERCONNECT SS SNITRY SEWER E ELECTRIC SD STORM DRIN F FIRE LRM W WTER SL STREET LIGHT S-G STEEL GS CTV CBLE TELEVISION PL-G PLSTIC GS T TELEPHONE PROFILE ONLY CENTERLINE GRDE TOP OF CURB OR FLOW LINE PIPE OR OR OR OR SYMBOLS 101 SHEET 3 OF 4

5 MISCELLNEOUS ELECTRICL SYMBOLS PLN ONLY EXISTING PROPOSED CONSTRUCTION TRFFIC SIGNL CONTROLLER PULL BOX (INITILS INDICTE OWNERSHIP ND NUMBER INDICTES SIZE) SL SL-SIZE TRFFIC SIGNL WITH LUMINIRE TRFFIC SIGNL DETECTOR LOOP SERVICE POINT, PD MOUNTED 7 GGE LIGHTING STNDRD 11 GGE LIGHTING STNDRD LUMINIRE 100 W (HPS) 55 W (IND) H LUMINIRE 150 W (HPS) 150 W (IND) H 200 W LUMINRE LUMINIRE 250 W (HPS) 150 W (IND) H LUMINIRE 400 W (HPS) 250 W (IND) H 750 W LUMINIRE TRFFIC SIGNL POLE SCHOOL FLSHER SYMBOLS SHEET 4 OF 4

6 ban - bandon Elev - Elevation IP - bandoned in Place Embk - Embankment gg - ggregate ECR - End of Curb Return lt - lternate EC - End of Curve - node, Gas EBS - Cathode Protection CP - sbestos Cement Pipe Bond Station C - sphaltic Concrete ETS - Cathode Protection ve - venue Test Station BC - Back of Curb EVC - End of Vertical Curve BCR - Back of Curb Radius Exist - Existing BVC - Beginning of Vertical Curve Ft - Feet or Foot BM - Bench Mark FG - Finish Grade Bdry Line - Boundary Line F - Fire larm CTV - Cable Television FH - Fire Hydrant C-C - Center to Center FL - Flow Line C L - Centerline Galv - Galvanized CBC - City of Boulder City GM - Gas Meter CLV - City of Las Vegas GR - Gas Pressure Regulator COH - City of Henderson PL-G - Plastic Gas CM - City of Mesquite S-G - Steel Gas CNLV - City of North Las Vegas GB - Grade Break CC - Clark County Gut - Gutter CCSD - Clark County Sanitation Hdwl - Headwall District In - Inch CO - Clean Out, Sewer INT - Intersection Comm - Commercial INV - Invert Conc, PCC - Concrete ISL - Island Const - Construction or Construct JB - Junction Box Cor - Corner LOC - Length of Curb CMP - Corrugated Metal Pipe Lt - Left CSP - Corrugated Steel rch Pipe LF - Linear Feet CSP - Corrugated Steel Pipe LVVWD - Las Vegas Valley Water C&G - Curb and Gutter Dictrict CIP - Cast Iron Pipe MH - Manhole Col - Column Max - Maximum Cu Yd, CY - Cubic Yard Min - Minimum Cu Ft, CF - Cubic Feet Mon - Monolithic Culv - Culvert N/o - North of CF - Curb Face NTS - Not to Scale Dept - Department OC - On Center Dia - Diameter OG - Open-Graded Pavement, Dwy - Driveway Original Ground DI - Drop Inlet Pvmt - Pavement Esmt - Easement PI - Point of Intersection E/o - East of PRC - Point of Reverse Curve EP - Edge of Pavement PC - Point of Curve EO - Edge of Oil PT - Point of Tangency E - Electric PCC - Point of Compound Curve EM - Electric Meter PCC, Conc - Portland Cement Concrete BBREVITIONS 105 SHEET 1 OF 2

7 PP P PL Prop PB RP R RR Reinf RC RCB RCP Reloc RT R/W RD SS Sht S/o SW SQ FT, SF SQ YD, SY Sta SHP SD STD Struct Surv SL T Temp TB TBR TC TP TS TSI Trans Typ UG Var Vert VC VG VCP W WM W/o Yd - Power Pole - Power - Property Line - Proposed - Pull Box - Radius Point - Radius - Railroad - Reinforced - Reinforced Concrete - Reinforced Concrete Box - Reinforced Concrete Pipe - Relocate - Right - Right-of-way - Road - Sanitary Sewer - Sheet - South of - Sidewalk - Square foot - Square yard - Station - Steel Highpressure Pipe - Storm Drain - Standard - Structural or Structure - Survey - Streetlight - Telephone - Temporary - To Be djusted - To Be Removed - Top of Curb - Top of Pipe - Traffic Signal - Traffic Signal Interconnect - Transition - Typical - Underground - Variable - Vertical - Vertical Curve - Valley Gutter - Vitrified Clay Pipe - Water - Water Meter - West of - Yard BBREVITIONS 105 SHEET 2 OF 2

8 RESIDENTIL MINOR COLLECTOR R-Value Normal Traffic (5.0) Heavy Traffic (5.5) Normal Traffic (6.0) Heavy Traffic (6.5) SN C T-II T-I SN C T-II T-I SN C T-II T-I SN C T-II T-I N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 1. THIS CHRT WS CONSTRUCTED USING THE 1993 SHTO PVEMENT DESIGN GUIDE, 1996 NDOT MNUL ND THE 2000 RTC DESIGN CRITERI, SECTION OF THE STNDRD SPECIFICTIONS N VERGE R-VLUE MY BE USED IF IT IS REPRESENTTIVE OF LL PROJECT CONDITIONS. DDITIONL DESIGN COMPENSTION IS REQUIRED IF EXPNSIVE SOILS, HYDRO-COLLPSIBLE SOILS, OR SOLUBLE MTERILS RE PRESENT. 4. C DEPTHS SHOWN RE MINIMUMS ND 4" MINIMUM TYPE II IS REQUIRED; OTHER COMBINTIONS THT MEET OR EXCEED THE STRUCTURL NUMBER REQUIREMENTS RE CCEPTBLE. 401 PLNTMIX BITUMINOUS PVEMENTS PVEMENT STRUCTURE DESIGN GUIDELINE CHRT FOR MINOR COLLECTOR ND RESIDENTIL RODWYS

9 MJOR COLLECTOR RTERIL R-Value Normal Traffic (8.0) Heavy Traffic (8.5) Normal Traffic (9.0) Heavy Traffic (9.5) SN C T-II T-I SN C T-II T-I SN C T-II T-I SN C T-II T-I N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 1. THIS CHRT WS CONSTRUCTED USING THE 1993 SHTO PVEMENT DESIGN GUIDE, 1996 NDOT MNUL ND THE 2000 RTC DESIGN CRITERI, SECTION OF THE STNDRD SPECIFICTIONS TRFFIC STUDY MY BE REQUIRED IF TI > 9.5. N VERGE R-VLUE MY BE USED IF IT IS REPRESENTTIVE OF LL PROJECT CONDITIONS. 4. DDITIONL DESIGN COMPENSTION IS REQUIRED IF EXPNSIVE SOILS, HYDRO-COLLPSIBLE SOILS, OR SOLUBLE MTERILS RE PRESENT. 5. C DEPTHS SHOWN RE MINIMUMS ND 4" MINIMUM TYPE II IS REQUIRED; OTHER COMBINTIONS THT MEET OR EXCEED THE STRUCTURL NUMBER REQUIREMENTS RE CCEPTBLE. 401 PLNTMIX BITUMINOUS PVEMENTS PVEMENT STRUCTURE DESIGN GUIDELINE CHRT FOR MJOR COLLECTOR ND RTERIL RODWYS

10 NOTE: SEE STNDRD DRWING NO (2 SHEETS) FOR TYPICL LNE CONFIGURTIONS ND DIMENSIONS 80' OR MORE * 54' RDIUS 54' RDIUS 5' 15' 5' 15' 605' 5' 5' * T THE INTERSECTIONS OF 80 FT. ND 100 FT. STREETS, DDITIONL RIGHT-OF-WY MY BE REQUIRED FOR THE 80 FT. STREET. TYPICLLY, THESE 80 FT. STREETS WILL BE IDENTIFIED S RTERILS IN THE REGIONL TRNSPORTTION PLN. 100' OR MORE RIGHT-OF-WY (BEYOND STNDRD 100' CQUISITION) NECESSRY FOR INTERSECTION DDITIONL RIGHT-OF-WY NECESSRY FOR EXCLUSIVE RIGHT TURN LNE T INTERSECTION DDITIONL RIGHT-OF-WY REQUIRED T MJOR INTERSECTIONS

11 2.00' - CR POSITION, CSE B2 (48', 51', & 60' ROW) 2.00' - CR POSITION, CSE B3 (48', 51', & 60' ROW) 9.00' - CR POSITION, CSE B3 (80' & 100' ROW) RIGHT-OF-WY LINE (TYP) BCK OF CURB (TYP) D1 M I N O R S T R E E T 4.00' SIDEWLK (48' ROW) 5.00' SIDEWLK (51' ROW & GRETER) 10.00' - CR POSITION, CSE B1 (48', 51', & 60' ROW) 17.00' - CR POSITION, CSE B3 (80' & 100' ROW) 4.00' - CR POSITION, CSE B3 (LL ROW WIDTHS) D2 D* M J O R S T R E E T 12.00' - EYE POSITION CSE B3 & CSE B1 (51' & 60' ROW) 15.00' - EYE POSITION CSE B1 (80' & 100' ROW) 14.00' - CR POSITION, CSE B2 (80' ROW) 12.00' - CR POSITION, CSE B2 (100' ROW) B C* * 10.00' - EYE POSITION, CSE B2 (LL ROW WIDTHS) 4.00' SIDEWLK (48' ROW) 5.00' SIDEWLK (51' ROW & GRETER) 12.00' - EYE POSITION, CSE B2 (LL ROW WIDTHS) 2.00' - EYE POSITION, CSE B3 & CSE B1 (48', 51' & 60' ROW) 9.00' - EYE POSITION, CSE B3 (80' & 100' ROW) 5.00' - EYE POSITION, CSE B1 (80' & 100' ROW) * INTERSECTION SIGHT VISIBILITY ZONE THE SIGHT VISIBILITY ZONE CRETED BY "C" ND "D" IS NOT REQUIRED IF THE INTERSECTION IS CONTROLLED BY N EXISTING TRFFIC SIGNL SIGHT VISIBILITY LINE MJOR STREET (FOR ND B ONLY) MINOR STREET (FOR C ND D ONLY) RIGHT-OF-WY LINE OR BCK OF SIDEWLK SIGHT VISIBILITY ZONE BCK OF CURB SEE NOTE 6 SIGHT VISIBILITY LINE P.C. C* B P.T. D* MINOR STREET (FOR ND B ONLY) MJOR STREET (FOR C ND D ONLY) TYPICL INTERSECTION CORNER SEE SHEETS 3 THROUGH 8 FOR TYPICL INTERSECTION SIGHT VISIBILITY ZONE LIMITS NOTE: FOR SIGHT ZONE DIMENSIONS, SEE SETBCK TBLE ON SHEET 2 OF THIS STNDRD DRWING. SIGHT VISIBILITY ZONES T INTERSECTIONS SHEET 1 OF 8

12 MJOR ROW 48' 51' 60' 80' 100' MINOR ROW 48' D1=286'(B1) D1=286'(B2) D2=330'(B1) D2=286'(B3) D1=286'(B1) D1=286'(B2) D2=330'(B1) D2=286'(B3) = 92' B = 12' C = 12' D = 79' D1=286'(B1) D1=286'(B2) D2=330'(B1) D2=286'(B3) = 87' B = 11' C = 11' D = 75' D1=381'(B1) D1=381'(B2) D2=469'(B1) D2=440'(B3) = 106' B = 11' C = 11' D = 97' D1=411'(B1) D1=381'(B2) D2=499'(B1) D2=469'(B3) = 163' B = 10' C = 11' D = 76' D1=521'(B2) D1=605'(B3) D2=726'(B1) D2=726'(B3) = 272' B = 11' C = 11' D = 101' 51' D1=286'(B1) D1=286'(B2) D2=330'(B1) D2=286'(B3) = 91' B = 12' C = 12' D = 79' = 87' B = 10' C = 10' D = 75' = 108' B = 10' C = 10' D = 101' = 159' B = 10' C = 10' D = 75' = 272' B = 11' C = 11' D = 99' 60' D1=381'(B1) D1=381'(B2) D2=469'(B1) D2=440'(B3) = 85' B = 11' C = 11' D = 85' = 86' B = 10' C = 10' D = 92' = 104' B = 10' C = 11' D = 97' = 136' B = 9' C = 10' D = 71' = 221' B = 10' C = 11' D = 95' 80' D1=411'(B1) D1=381'(B2) D2=499'(B1) D2=469'(B3) N/ N/ = 112' B = 12' C = 12' D = 101' = 118' B = 12' C = 11' D = 72' = 201' B = 11' C = 11' D = 101' 100' D1=521'(B2) D1=605'(B3) D2=726'(B1) D2=726'(B3) N/ N/ N/ = 110' B = 10' C = 9' D = 62' = 181' B = 10' C = 10' D = 91' GENERL NOTES SETBCK TBLE ECH CORNER OF EVERY INTERSECTION SHLL HVE SIGHT VISIBILITY ZONE REGRDLESS OF RIGHT-OF-WY WIDTH. NO WLLS, FENCES, SHRUBS, UTILITY PPURTENNCES OR NY OTHER OBJECT, OTHER THN TRFFIC CONTROL DEVICES, FIRE HYDRNTS, TREES, ND STREET LIGHT POLES, MY BE CONSTRUCTED OR INSTLLED WITHIN THE SIGHT VISIBILITY ZONE UNLESS SID OBJECT IS MINTINED T LESS THN 24 INCHES IN HEIGHT, MESURED FROM TOP OF CURB, OR WHERE NO CURB EXISTS, HEIGHT OF 27 INCHES MESURED FROM THE TOP OF DJCENT SPHLT, GRVEL OR PVEMENT STREET SURFCE. THIS RESTRICTION EXTENDS LONG THE SIGHT VISIBILITY LINE THROUGH LNDSCPED MEDINS. 7. TREES WITH MTURE SINGLE TRUNK DIMETER LESS THN 10-INCHES, CNOPY HEIGHT GRETER THN 8-FEET, MINIMUM SPCING GRETER THN ONE HLF THE RODWY WIDTH (BCK OF CURB TO BCK OF CURB), ND MINIMUM OF 30-FEET FROM THE NEREST CURB RETURN WILL BE LLOWED IN THE SIGHT VISIBILITY ZONE, SUBJECT TO THE PPROVL OF THE ENTITY HVING JURISDICTION. BSIS FOR NLYSIS THE FOLLOWING CRITERI WS USED S THE BSIS FOR DESIGN OF SIGHT VISIBILITY ZONES: 3. T INTERSECTIONS WHERE THE CLSSIFICTION OF MJOR ND MINOR STREETS CNNOT BE PERMNENTLY ESTBLISHED, ECH LEG OF THE INTERSECTION MUST BE NLYZED S IF THE PPROCH LEG IS MINOR STREET INTERSECTING MJOR STREET. THE PORTIONS OF THE SIGHT VISIBILITY ZONE LBELED "N/" IN THE SETBCK TBLE RE NOT REQUIRED. T "T" INTERSECTIONS, THE TERMINTING LEG WILL LWYS BE THE MINOR STREET. 4. CURVING RODWYS ND RODWYS WITH INTERSECTING NGLES CSE B3 - CROSSING MNEUVER GRETER THN 10 DEGREES MUST BE NLYZED USING D1, D2, THE CSE B1 - LEFT TURN MNEUVER EYE POSITION, ND THE CR POSITION S SHOWN IN THE ONTO MJOR STREET INFORMTION BOVE. CSE B2 - RIGHT TURN MNEUVER 5. USE OF SIGHT VISIBILITY ZONE DIFFERENT THN THT SHOWN ONTO MJOR STREET HEREIN SHLL REQUIRE SIGHT VISIBILITY NLYSIS PREPRED ND SUBMITTED FOR PPROVL TO THE LOCL ENTITY ENGINEER THE NLYSIS USED DESIGN SPEED EQUL TO 6. BY CIVIL ENGINEER REGISTERED IN THE STTE OF NEVD. THE RE WITHIN THE LIMITS OF THE RC ND THE CHORD T THE POSTED SPEED DIVIDED BY 0.85 (ROUNDED TO THE NEREST 5 MPH INCREMENT.) THE CURB RETURN (OFFSET 5' FROM BCK OF CURB) SHLL BE DDED TO THE SIGHT VISIBILITY ZONE T ECH CORNER OF EVERY INTERSECTION, EXCEPT FOR 80' x 80' INTERSECTIONS OR GRETER. 7. ON-STREET PRKING SHLL BE PROHIBITED WITHIN RES DESIGNTED CR ND EYE POSITIONS RE S SHOWN BY DIMENSIONS "" ND "D" ON SHEET 1 OF THIS DRWING, SUBJECT ON SHEET 1 OF THIS DRWING. TO THE PPROVL OF THE TRFFIC ENGINEER OR DESIGNTED REPRESENTTIVE OF THE ENTITY HVING JURISDICTION SHTO PUBLICTION OF " POLICY ON GEOMETRIC DESIGN OF HIGHWYS ND STREETS", 2011 EDITION, CHPTER IX, USING THE MOST RESTRICTIVE SIGHT LINE DERIVED FROM ECH OF THE THREE POSSIBLE CROSSING MNEUVERS (STOPPED CONDITION): SIGHT VISIBILITY ZONES T INTERSECTIONS SHEET 2 OF 8

13 TYPICL SIGHT VISIBILITY ZONES FOR COMMERCIL DRIVEWY PPROCHES SIGHT VISIBILITY ZONES T INTERSECTIONS SHEET 3 OF 8

14 TYPICL SIGHT VISIBILITY ZONES FOR 48-FT RIGHT-OF-WY RODWY PPROCHES SIGHT VISIBILITY ZONES T INTERSECTIONS SHEET 4 OF 8

15 TYPICL SIGHT VISIBILITY ZONES FOR 51-FT RIGHT-OF-WY RODWY PPROCHES SIGHT VISIBILITY ZONES T INTERSECTIONS SHEET 5 OF 8

16 TYPICL SIGHT VISIBILITY ZONES FOR 60-FT RIGHT-OF-WY RODWY PPROCHES SIGHT VISIBILITY ZONES T INTERSECTIONS SHEET 6 OF 8

17 TYPICL SIGHT VISIBILITY ZONES FOR 80-FT RIGHT-OF-WY RODWY PPROCHES SIGHT VISIBILITY ZONES T INTERSECTIONS SHEET 7 OF 8

18 TYPICL SIGHT VISIBILITY ZONES FOR 100-FT RIGHT-OF-WY RODWY PPROCHES SIGHT VISIBILITY ZONES T INTERSECTIONS SHEET 8 OF 8

19 RIGHT-OF-WY LINE/PROPERTY LINE RDIUS SHOWN IN TBLE "" BCK OF CURB RDIUS SHOWN IN TBLE "B" TRFFIC CHORD ESEMENT T ECH INTERSECTION WHERE REQUIRED. BCK OF CURB LINE RDII PROPERTY LINE RDII "" "B" 60' 100' OR 80' OR LESS MORE NOTES * TRFFIC CHORD ESEMENT WILL BE REQUIRED T THIS CORNER. "" "B" 60' 100' OR 80' OR LESS MORE 60' OR LESS 20' 25' 30' 60' OR LESS 15' 25' 30' 80' 25' 30' 30' 80' * 25' 35' 35' * 100' OR MORE 30' 30' 30' 100' OR MORE * 30' 35' 35' * SUPPLEMENTL DRWING MINIMUM PROPERTY LINE ND BCK OF CURB RDII COMPLETE STREET LTERNTIVE S1 L

20 RIGHT-OF-WY LINE "" "B" BCK OF CURB RDIUS SHOWN IN TBLE "" "B" 60' 100' OR 80' OR LESS MORE NOTES PROPERTY LINES SHLL BE PRLLEL ND RDIL TO THE BCK OF CURB T DISTNCE CONSISTENT WITH THE STNDRD STREET SECTIONS DRWING NUMBERS. * PROPERTY LINE RDIUS SHLL BE MINIMUM OF 54 FEET. 60' OR LESS 80' 100' OR MORE 20' 25' 30' * * 25' 30' 30' * 30' 30' 30' * * ** PROPERTY LINE RDIUS SHLL BE MINIMUM OF 40 FEET. MINIMUM BCK OF CURB RDIUS

21 R/W OR ESEMENT 90' R/W OR ESEMENT "L" TYPE CURB & GUTTER SEE STNDRD DRWING NO. 216 CL 45' MEDIN ISLND 5' 5' SEE STNDRD 7' 38' 5' 5' MIN MIN DRWING NO. 218 MIN MIN SURFCE TRETMENT 2' SEE NOTE 3 2% 6" MIN 6" MIN 6" MIN TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER R/W OR ESEMENT 6" MIN 6" MIN.C. PVEMENT SEE NOTE 2 PRIME COT SEE NOTE 4 RTERIL WITH MEDIN ISLND 90' GGREGTE BSE SEE NOTE 2 5" MIN TYPE II GGREGTE BSE UNDER SIDEWLK SEE STNDRD DRWING NO. 234 R/W OR ESEMENT "L" TYPE CURB & GUTTER C L 5' 5' SEE STNDRD DRWING NO ' 5' 5' MIN MIN MIN MIN SURFCE TRETMENT SEE NOTE 3 2% 6" MIN 1. 6" MIN TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER.C. PVEMENT SEE NOTE 2 PRIME COT SEE NOTE 4 RTERIL WITHOUT MEDIN ISLND FINL.C. PVEMENT SURFCE SHLL BE 1/2" MXIMUM BOVE LIP OF GUTTER. PVEMENT SHLL BE FLUSH WITH LIP T SIDEWLK RMPS. GGREGTE BSE SEE NOTE 2 5" MIN TYPE II GGREGTE BSE UNDER SIDEWLK SEE STNDRD DRWING NO STRUCTURL SECTION SHLL BE IN CCORDNCE WITH STNDRD SPECIFICTION SECTION 401 ND STNDRD DRWING 200. THE FINL.C. PVEMENT SURFCE MTERIL REQUIREMENTS RE: JURISDICTION CLV CC, MES, BC NLV, HEN.C. PVEMENT SURFCE MTERIL 1-INCH UTCS FOG SEL FOG SEL ND/OR OPEN GRDE B L H M 4. PRIME COT IS NOT REQUIRED IN LS VEGS, HENDERSON, MESQUITE, ND BOULDER CITY WHEN.C. THICKNESS IS >=5 IN. 302 GGREGTE BSE 401 BITUMINOUS PVEMENT 403 OPEN GRDE 413 BITUMINOUS GP GRDED PVEMENT 501 CONCRETE RTERIL URBN RE STREET SECTIONS B C H L M N

22 R/W 106' R/W CL "L" TYPE CURB & GUTTER SEE STNDRD DRWING NO S1 45' MEDIN ISLND SEE STNDRD DRWING NO. 218 SURFCE TRETMENT SEE NOTES 1 ND 6 6.5' 37' 6" MIN. 2% 1.5' 3' 5' R/W 6" MIN. 6" MIN TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER.C. PVEMENT SEE NOTE 3 RTERIL WITH MEDIN ISLND 106' GGREGTE BSE (SEE NOTE 3) 5" MIN TYPE II GGREGTE BSE UNDER SIDEWLK SEE STNDRD DRWING NO. 234 R/W C L "L" TYPE CURB & GUTTER SEE STNDRD DRWING NO S1 SURFCE TRETMENT SEE NOTES 1 ND 6 45' 2% 1.5' 3' 5' 6" MIN. 6" MIN TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER.C. PVEMENT SEE NOTE 3 RTERIL WITHOUT MEDIN ISLND GGREGTE BSE (SEE NOTE 3) 5" MIN TYPE II GGREGTE BSE UNDER SIDEWLK SEE STNDRD DRWING NO FINL.C. PVEMENT SURFCE (INCLUDING UTCS OR OPEN GRDE) SHLL BE 3/4" MXIMUM BOVE LIP OF GUTTER. PVEMENT SHLL BE FLUSH WITH LIP T SIDEWLK RMPS. DENSE GRDE SHLL BE FLUSH WITH LIP OF GUTTER. STRUCTURL SECTION SHLL BE IN CCORDNCE WITH STNDRD SPECIFICTION SECTION 401 ND STNDRD DRWING NO THIS STNDRD IS N LTERNTE STREET SECTION TO BE USED T LOCTIONS DETERMINED BY ECH LOCL JURISDICITON. NO BOVE GROUND OBJECTS SHLL BE PLCED WITHIN THE 5 FOOT SIDEWLK. 5. UNDERGROUND DRY UTILITIES SHLL BE PLCED IN UTILITY CORRIDOR UNDER THE SIDEWLK. 6. OVERLY 1" UTCS UNLESS OTHERWISE REQUIRED BY THE ENTITY. 302 GGREGTE BSE 401 BITUMINOUS PVEMENT OPEN GRDE CONCRETE SUPPLEMENTL DRWING PRIMRY RTERIL COMPLETE STREET LTERNTIVE 07-01/ S1 L

23 R/W 114' R/W "L" TYPE CURB & GUTTER SEE STNDRD DRWING NO. 216 CL 47' MEDIN ISLND SEE STNDRD DRWING NO. 218 SURFCE TRETMENT SEE NOTE 3 7' 38' 6" MIN. 2% 2' 5' 5' R/W 6" MIN. 6" MIN TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER.C. PVEMENT SEE NOTE 2 RTERIL WITH MEDIN ISLND 114' PRIME COT SEE NOTE 7 GGREGTE BSE (SEE NOTE 2) 5" MIN TYPE II GGREGTE BSE UNDER SIDEWLK SEE STNDRD DRWING NO. 234 R/W C L "L" TYPE CURB & GUTTER SEE STNDRD DRWING NO. 216 SURFCE TRETMENT SEE NOTE 3 47' 2% 2' 5' 5' 6" MIN. 6" MIN TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER.C. PVEMENT SEE NOTE 2 PRIME COT SEE NOTE 7 RTERIL WITHOUT MEDIN ISLND GGREGTE BSE (SEE NOTE 2) 5" MIN TYPE II GGREGTE BSE UNDER SIDEWLK SEE STNDRD DRWING NO FINL.C. PVEMENT SURFCE SHLL BE 1/2" MXIMUM BOVE LIP OF GUTTER. PVEMENT SHLL BE FLUSH WITH LIP T SIDEWLK RMPS. 2. STRUCTURL SECTION SHLL BE IN CCORDNCE WITH STNDRD SPECIFICTION SECTION 401 ND STNDRD DRWING NO THE FINL.C. PVEMENT SURFCE MTERIL REQUIREMENTS RE: JURISDICTION CLV CC, MES, BC NLV, HEN.C. PVEMENT SURFCE MTERIL 1-INCH UTCS FOG SEL FOG SEL ND/OR OPEN GRDE 4. THIS STNDRD IS N LTERNTE STREET SECTION TO BE USED T LOCTIONS DETERMINED BY ECH LOCL JURISDICTION. NO BOVE GROUND OBJECTS SHLL BE PLCED WITHIN THE 5 FOOT SIDEWLK. 5. UNDERGROUND DRY UTILITIES SHOULD BE PLCED IN UTILITY CORRIDOR UNDER THE SIDEWLK. 6. INCRESE PVEMENT WIDTH BY 11 FEET ON ECH SIDE OF RODWY FOR N 8 LNE CROSS SECTION. B H L M 7. PRIME COT IS NOT REQUIRED IN LS VEGS, HENDERSON, MESQUITE, ND BOULDER CITY WHEN.C. THICKNESS IS >=5 IN. 302 GGREGTE BSE 401 BITUMINOUS PVEMENT OPEN GRDE BITUMINOUS GP GRDED PVEMENT 501 CONCRETE RTERIL LTERNTE URBN RE STREET SECTIONS WITH OFFSET SIDEWLK

24 10' R/W OR ESEMENT 70' "L" TYPE CURB & GUTTER SEE STNDRD DRWING NO ' 35' 10' R/W OR ESEMENT.C. PVEMENT 5' 2' SURFCE TRETMENT 2' 5' SEE NOTE 3 SEE NOTES 1 ND 6 6" MIN. 2% 2% PRIME COT GGREGTE 6" MIN. BSE (SEE NOTE 3) TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER MJOR COLLECTOR 5" MIN TYPE II GGREGTE BSE UNDER SIDEWLK SIDEWLK SEE STNDRD DRWING NO C. PVEMENT TO BE 1/2" MXIMUM BOVE LIP OF GUTTER FTER COMPCTION. PVEMENT SHLL BE FLUSH WITH LIP T SIDEWLK RMPS. 2. THE GRDE BREK OCCURING IN THE CROSS SECTION SHLL FLL BETWEEN DRIVING LNES. 3. STRUCTURL SECTION SHLL BE IN CCORDNCE WITH STNDRD SPECIFICTION SECTION 401 ND STNDRD DRWING NOS. 200 ND THIS STNDRD IS N LTERNTE STREET SECTION TO BE USED T LOCTIONS DETERMINED BY ECH LOCL JURISDICITON. NO BOVE GROUND OBJECTS SHLL BE PLCED WITHIN THE 5 FOOT SIDEWLK. 5. UNDERGROUND DRY UTILITIES SHOULD BE PLCED IN UTILITY CORRIDOR UNDER THE SIDEWLK. 6. THE FINL.C. PVEMENT SURFCE MTERIL REQUIREMENTS RE: JURISDICTION CLV CC NLV, HEN.C. PVEMENT SURFCE MTERIL 1-INCH UTCS FOG SEL FOG SEL ND/OR OPEN GRDE B H L M 7. PRIME COT IS NOT REQUIRED IN LS VEGS, HENDERSON, MESQUITE, OR BOULDER CITY WHEN.C. THICKNESS >=5 IN. 302 GGREGTE BSE 401 BITUMINOUS PVEMENT 406 PRIME COT 407 FOG SEL 413 BITUMINOUS GP GRDED PVEMENT 501 CONCRETE SUPPLEMENTL DRWING COLLECTOR LTERNTE URBN RE STREET SECTIONS WITH OFFSET SIDEWLK S1

25 R/W 80' "L" TYPE CURB & GUTTER SEE STNDRD DRWING NO S1 R/W 32' 8' SURFCE TRETMENT SEE NOTES 1 ND 6.C. PVEMENT SEE NOTE 3 1.5' 3' 5' 2% 2% FOG SEL PRIME COT GGREGTE 6" MIN. BSE (SEE NOTE 3) TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER 6" MIN. 5" MIN TYPE II GGREGTE BSE UNDER SIDEWLK SIDEWLK SEE STNDRD DRWING NO. 234 R/W MJOR COLLECTOR WITHOUT MEDIN ISLND 80' R/W CL "L" TYPE CURB & GUTTER SEE STNDRD DRWING NO S1 32' MEDIN ISLND SEE STNDRD DRWING NO. 218 SURFCE TRETMENT SEE NOTES 1 ND 6 6' 24.5' 6" MIN. 2% FOG SEL 1.5' 3' 5' 302 GGREGTE BSE 401 BITUMINOUS PVEMENT 406 PRIME COT FOG SEL CONCRETE 6" MIN. 6" MIN TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER.C. PVEMENT SEE NOTE 3 MJOR COLLECTOR WITH MEDIN ISLND MJOR COLLECTOR COMPLETE STREET LTERNTIVE 07-01/ S1 GGREGTE BSE (SEE NOTE 3) 5" MIN TYPE II GGREGTE BSE UNDER SIDEWLK SEE STNDRD DRWING NO C. PVEMENT TO BE 1/2" MXIMUM BOVE LIP OF GUTTER FTER COMPCTION. PVEMENT SHLL BE FLUSH WITH LIP T SIDEWLK RMPS. 2. THE GRDE BREK OCCURING IN THE CROSS SECTION SHLL FLL BETWEEN DRIVING LNES. 3. STRUCTURL SECTION SHLL BE IN CCORDNCE WITH STNDRD SPECIFICTION SECTION 401 ND STNDRD DRWING NOS. 200 ND THIS STNDRD IS N LTERNTE STREET SECTION TO BE USED T LOCTIONS DETERMINED BY ECH LOCL JURISDICITON. NO BOVE GROUND OBJECTS SHLL BE PLCED WITHIN THE 5 FOOT SIDEWLK. 5. UNDERGROUND DRY UTILITIES SHOULD BE PLCED IN UTILITY CORRIDOR UNDER THE SIDEWLK. 6. OVERLY 1" UTCS UNLESS OTHERWISE REQUIRED BY THE ENTITY. SUPPLEMENTL DRWING L

26 R/W 60' "L" TYPE CURB & GUTTER SEE STNDRD DRWING NO S1 R/W 20' 10'.C. PVEMENT FOG SEL 1.5' 5' 5' SEE NOTE 3 2% 2% PRIME COT GGREGTE 6" MIN. BSE (SEE NOTE 3) TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER MINOR COLLECTOR 6" MIN. 5" MIN TYPE II GGREGTE BSE UNDER SIDEWLK SIDEWLK SEE STNDRD DRWING NO C. PVEMENT TO BE 1/2" MXIMUM BOVE LIP OF GUTTER FTER COMPCTION. PVEMENT SHLL BE FLUSH WITH LIP T SIDEWLK RMPS. 2. THE GRDE BREK OCCURING IN THE CROSS SECTION SHLL FLL BETWEEN DRIVING LNES. 3. STRUCTURL SECTION SHLL BE IN CCORDNCE WITH STNDRD SPECIFICTION SECTION 401 ND STNDRD DRWING NOS. 200 ND THIS STNDRD IS COMPLETE STREET LTERNTE STREET SECTION TO BE USED T LOCTIONS DETERMINED BY ECH LOCL JURISDICITON. NO BOVE GROUND OBJECTS SHLL BE PLCED WITHIN THE 5 FOOT SIDEWLK. 5. UNDERGROUND DRY UTILITIES SHLL BE PLCED IN UTILITY CORRIDOR UNDER THE SIDEWLK. 302 GGREGTE BSE 401 BITUMINOUS PVEMENT 406 PRIME COT 407 FOG SEL 501 CONCRETE SUPPLEMENTL DRWING MINOR COLLECTOR COMPLETE STREET LTERNTIVE S1 L

27 R/W 80' R/W 5' "L" TYPE CURB & GUTTER SEE STNDRD DRWING NO ' 35' 5' 6" MIN 2' SURFCE TRETMENT SEE NOTES 1 ND 6 2%.C. PVEMENT SEE NOTE 3 2% 2' 6" MIN PRIME COT 6" MIN SEE NOTE 4 GGREGTE TYPE I OR TYPE II BSE (SEE NOTE 3) GGREGTE BSE UNDER 5" MIN TYPE II GGREGTE CURB ND GUTTER BSE UNDER SIDEWLK MJOR COLLECTOR SIDEWLK SEE STNDRD DRWING NO. 234 R/W R/W 60' "L" TYPE CURB & GUTTER SEE STNDRD DRWING NO ' 25' 25' 5' 6" MIN 2' SURFCE TRETMENT SEE NOTES 1 ND 6 2%.C. PVEMENT SEE NOTE 3 2% 2' 6" MIN L B H M B H M " MIN TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER PRIME COT SEE NOTE 4 GGREGTE BSE (SEE NOTE 3) NON-RESIDENTIL LOCL OR MINOR RESIDENTIL COLLECTOR 5" MIN TYPE II GGREGTE BSE UNDER SIDEWLK SIDEWLK SEE STNDRD DRWING NO. 234.C. PVEMENT TO BE 1/2" MXIMUM BOVE LIP OF GUTTER FTER COMPCTION. PVEMENT SHLL BE FLUSH WITH LIP T SIDEWLK RMPS. THE GRDE BREK OCCURING IN THE CROSS SECTION SHLL FLL BETWEEN DRIVING LNES. 3. STRUCTURL SECTION SHLL BE IN CCORDNCE WITH STNDRD SPECIFICTION SECTION 401 ND STNDRD DRWING NOS. 200 ND PRIME COT IS NOT REQUIRED IN LS VEGS, HENDERSON, MESQUITE OR BOULDER CITY WHEN.C. THICKNESS >= 5 IN INCH MINIMUM THICKNESS REQUIRED IN HENDERSON, MESQUITE ND BOULDER CITY. 6. THE FINL.C. PVEMENT SURFCE MTERIL REQUIREMENTS RE: 302 GGREGTE BSE 401 BITUMINOUS PVEMENT 406 PRIME COT JURISDICTION CLV CC, MES, BC NLV, HEN FOG SEL BITUMINOUS GP GRDED PVEMENT 501 CONCRETE.C. PVEMENT SURFCE MTERIL 1-INCH UTCS (80-FT OR GRETER) FOG SEL FOG SEL ND/OR OPEN GRDE COLLECTOR URBN RE STREET SECTIONS WITH CURBSIDE SIDEWLK B C H L M N

28 R/W 47' R/W "L" TYPE CURB & GUTTER SEE STNDRD DRWING NO S1 LC 18.5' FOG SEL 2% 1.5' 5' 6" MIN 6" MIN TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER.C. PVEMENT SEE NOTE 2 TYPE I OR TYPE II GGREGTE BSE (SEE NOTE 2) RESIDENTIL TWO-WY LOCL OR CUL-DE-SC (LOTS 40' WIDE OR LESS) PRIME COT 5" MIN TYPE II GGREGTE BSE UNDER SIDEWLK SEE STNDRD DRWING NO. 234 R/W 47' "L" TYPE CURB & GUTTER SEE STNDRD DRWING NO S1 R/W 15.5' 8'.C. PVEMENT SEE NOTE 3 1.5' 3' 5' 2% 2% FOG SEL PRIME COT GGREGTE 6" MIN. BSE (SEE NOTE 3) TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER 6" MIN 5" MIN TYPE II GGREGTE BSE UNDER SIDEWLK SIDEWLK SEE STNDRD DRWING NO. 234 RESIDENTIL TWO-WY LOCL OR CUL-DE-SC (LOTS GRETER THN 40' WIDE - SEE NOTE 3) FINL.C. PVEMENT SURFCE SHLL BE 1/4" MXIMUM BOVE LIP OF GUTTER. PVEMENT SHLL BE FLUSH WITH LIP T SIDEWLK RMPS. STRUCTURL SECTION SHLL BE IN CCORDNCE WITH STNDRD SPECIFICTION SECTION 401 ND STNDRD DRWING NO HOMES DJCENT TO THIS STREET SECTION MY REQUIRE SPRINKLERS PER ENTITY FIRE CODE GGREGTE BSE BITUMINOUS PVEMENT PRIME COT FOG SEL CONCRETE L SUPPLEMENTL DRWING LOCL RESIDENTIL COMPLETE STREET LTERNTIVES S1

29 R/W 47' R/W "L" TYPE CURB & GUTTER SEE STNDRD DRWING NO. 216 LC 18.5' FOG SEL 2% 5' 6" MIN N SIDEWLK REQUIRED ON BOTH SIDES IN NORTH LS VEGS 6" MIN TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER R/W.C. PVEMENT SEE NOTE 2 TYPE I OR TYPE II GGREGTE BSE (SEE NOTE 2) RESIDENTIL TWO-WY LOCL OR CUL-DE-SC (OPTION "") 48' ROLL TYPE CURB & GUTTER C L PERMISSBLE ON SIDE WITHOUT SIDEWLK. SEE STNDRD DRWING NO. 217.S1 FOG SEL PRIME COT 5" MIN TYPE II GGREGTE BSE UNDER SIDEWLK SEE STNDRD DRWING NO ' "L" TYPE CURB & GUTTER SEE STNDRD DRWING NO % 3.5' R/W SIDEWLK MNDTORY ON ONE SIDE ONLY. 6" MIN 6" MIN 6" MIN TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER R/W.C. PVEMENT SEE NOTE 2 TYPE I OR TYPE II GGREGTE BSE (SEE NOTE 2) PRIME COT 5" MIN TYPE II GGREGTE BSE UNDER SIDEWLK. NO OBSTRUCTION LLOWED IN 3.5' SIDEWLK. SEE STNDRD DRWING NO. 234 RESIDENTIL TWO-WY LOCL, CUL-DE-SC (OPTION "B") (NOT LLOWED IN CLV) 39' R/W "L" TYPE CURB & GUTTER SEE STNDRD DRWING NO. 216 LC 16' FOG SEL 2% 3.5' 6" MIN.C. PVEMENT PRIME COT 6" MIN TYPE I OR TYPE II SEE NOTE 2 5" MIN TYPE II GGREGTE BSE GGREGTE BSE UNDER UNDER SIDEWLK. NO OBSTRUCTION CURB ND GUTTER TYPE II GGREGTE BSE LLOWED IN 3.5' SIDEWLK. SEE NOTE 2 SEE STNDRD DRWING NO. 234 RESIDENTIL ONE-WY (NOT LLOWED IN CLV) 1. FINL.C. PVEMENT SURFCE SHLL BE 1/4" MXIMUM BOVE LIP OF GUTTER. PVEMENT SHLL BE FLUSH WITH LIP T SIDEWLK RMPS. 2. STRUCTURL SECTION SHLL BE IN CCORDNCE WITH STNDRD SPECIFICTION SECTION 401 ND STNDRD DRWING NO RESIDENTIL ONE-WY STREET SHLL NOT EXCEED ONE THOUSND FEET OR TWENTY RESIDENTIL LOTS IN LENGTH WHICHEVER IS LESS. C L N GGREGTE BSE BITUMINOUS PVEMENT PRIME COT FOG SEL CONCRETE SUPPLEMENTL DRWING LOCL RESIDENTIL URBN RE STREET SECTIONS 206.S1

30 R/W B 47' (51'-BOULDER CITY/MESQUITE) M R/W "L" TYPE CURB & GUTTER SEE STNDRD DRWING NO. 216 LC 18.5' (20.5'-BOULDER CITY/MESQUITE) FOG SEL 2% 5' 6" MIN 6" MIN TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER.C. PVEMENT SEE NOTE 2 TYPE I OR TYPE II GGREGTE BSE SEE NOTE 2 PRIME COT 4" MIN TYPE II GGREGTE BSE UNDER SIDEWLK SEE STNDRD DRWING NO FINL.C. PVEMENT SURFCE SHLL BE 1/4" MXIMUM BOVE LIP OF GUTTER. PVEMENT SHLL BE FLUSH WITH LIP T SIDEWLK RMPS. STRUCTURL SECTION SHLL BE IN CCORDNCE WITH STNDRD SPECIFICTION SECTION 401 ND STNDRD DRWING NO GGREGTE BSE BITUMINOUS PVEMENT PRIME COT FOG SEL CONCRETE B H M SUPPLEMENTL DRWING LOCL RESIDENTIL URBN RE STREET SECTION S2

31 R/W CL 50' OR 40' 2:1 MIN 2' 2' 2% GRDE TO DRIN WITH SLOPE OR DITCH.C. PVEMENT SEE NOTE 1 BSE SEE NOTE 1 RTERIL OR MJOR COLLECTOR R/W C L 30' OR LESS 2:1 MIN 4' 2' 2% GRDE TO DRIN WITH SLOPE OR DITCH.C. PVEMENT SEE NOTE 1 BSE SEE NOTE 1 COMMERCIL/INDUSTRIL LOCL OR MINOR RESIDENTIL COLLECTOR OR LOCL RESIDENTIL 1..C. PVEMENT ND BSE THICKNESS SHLL BE IN CCORDNCE TO STNDRD DRWINGS NUMBER 202 THROUGH 206.S2, WHICHEVER IS PPLICBLE GGREGTE BSE 401 BITUMINOUS PVEMENT 406 PRIME COT 407 FOG SEL 501 GRETER WIDTHS MY BE REQUIRED IF TRFFIC WRRNTS, S DETERMINED BY THE ENGINEER. CONCRETE HLF STREET CONSTRUCTION SECTIONS 208

32 R/W R/W VRIES 14 ' 14 ' 2' 4' 4:1 MX 2% 8% 6" MIN. 2:1 MX. SEE NOTE 4 GRVEL 4" MIN. TYPE II GGREGTE BSE OVER 6" MIN. TYPE I GGREGTE BSE 95% COMPCTION R/W R/W VRIES 2' TYP 4:1 MX 3'' MIN.C. PVEMENT (SEE NOTE 1) 12 ' 12 ' FOG SEL 2% 2' 2' 4' 8% PRIME COT 6" MIN. 2:1 MX. 4" MIN. TYPE II ON 6" MIN. TYPE I GGREGTE BSE (SEE NOTE 3) SEE NOTE 4 PVED 1. INTERSECTIONS SHLL HVE 25 FOOT MINIMUM EDGE OF OIL RDII. 2. COMPCTION OF GGREGTE BSE ND SUBGRDE PREPRTION SHLL BE IN CCORDNCE WITH THE "STNDRD SPECIFICTIONS". 3. STRUCTURL SECTION SHOWN IS BSED ON SUBGRDE "R" VLUE OF 20. OTHER STRUCTURL SECTIONS MY BE PPROVED IF BSED ON ENGINEERING NLYSIS BSED ON "R" OR "CBR" VLUES DETERMINED BY SOIL TESTING. IN NO CSE SHLL THE.C. THICKNESS BE LESS THN THT SHOWN, NOR SHLL THE BSE BE LESS THN 4". 4. CULVERTS MY BE REQUIRED T DRIVEWYS. 302 GGREGTE BSE 401 BITUMINOUS PVEMENT 406 PRIME COT 407 FOG SEL CCESS RODS (FOR USE IN PM-10 COMPLINT RES)

33 R/W R/W VRIES 16' 16' 4' PVED 4' PVED SHOULDER SHOULDER 2' 2' 4' 2' 2' 2% 2% 4:1 MX 3'' MIN.C. PVEMENT (SEE NOTES 5 ND 7) 6" MIN. 2:1 MX. SEE NOTE 4 4" TYP. TYPE II GGREGTE BSE OVER 6" TYP. TYPE I GGREGTE BSE 95% COMPCTION (SEE NOTE 3) 1. INTERSECTIONS SHLL HVE 34 FOOT MINIMUM EDGE OF.C. RETURN RDII. 2. COMPCTION OF GGREGTE BSE ND SUBGRDE PREPRTION SHLL BE IN CCORDNCE WITH THE UNIFORM STNDRD SPECIFICTIONS. 3. STRUCTURL SECTION SHOWN IS BSED ON SUBGRDE "R" VLUE OF 20. OTHER STRUCTURL SECTIONS MY BE PPROVED IF BSED ON ENGINEERING NLYSIS BSED ON "R" OR "CBR" VLUES DETERMINED BY SOIL TESTING. 4. CULVERTS MY BE REQUIRED T DRIVEWYS. 5..C. PVEMENT SHLL BE IN CCORDNCE WITH SECTION 401 OF THE UNIFORM STNDRD SPECIFICTIONS. LTERNTE PVING MTERILS MY BE USED T THE DISCRETION OF THE ENTITY. 6. PVEMENT MRKINGS MY BE REQUIRED ND INCLUDE DOUBLE YELLOW CENTERLINE, RISED PVEMENT MRKERS OR YELLOW PINT, ND 4' OFFSET WHITE PINTED EDGELINES. 7. PVEMENT WIDTH ND PVEMENT THICKNESS MY BE REDUCED TO 28 FEET (14 FEET ECH DIRECTION) ND 2 INCHES RESPECTIVELY BSED UPON DETERMINTION BY THE LOCL ENTITY THT THE REDUCED WIDTH ND THICKNESS WILL PROVIDE STISFCTORY LIFE ND SFE RODWY. 302 GGREGTE BSE 401 BITUMINOUS PVEMENT CCESS RODS (FOR USE IN HYDROGRPHIC BSIN NO. 212) (PM-10 NON-TTINMENT RES)

34 R/W R/W 40' C L 2% 4" MIN. TYPE II GGREGTE BSE OVER 6" MIN. TYPE I GGREGTE BSE 95% COMPCTION GRVEL (THIS SECTION NOT FOR USE IN PM-10 NON-TTINMENT RES) R/W R/W "L" OR ROLL TYPE CURB & GUTTER. SEE STNDRD DRWING NO. 216 OR 217.S1. SEE NOTE 4 18' 40' LC 18' FOG SEL 2% 6" MIN TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER 2" MIN..C. PVEMENT (SEE NOTE 1) PVED PRIME COT 4" MIN. TYPE II ON 6" MIN. TYPE I GGREGTE BSE (SEE NOTE 3) INTERSECTIONS SHLL HVE 25 FOOT MINIMUM EDGE OF OIL RDII OR 20 FOOT MINIMUM BCK OF CURB RDII. COMPCTION OF GGREGTE BSE ND SUBGRDE PREPRTION SHLL BE IN CCORDNCE WITH THE "STNDRD SPECIFICTION". N 3. STRUCTURL SECTION SHOWN IS BSED ON SUBGRDE "R" VLUE OF 20. OTHER STRUCTURL SECTIONS MY BE PPROVED IF BSED ON ENGINEERING NLYSIS BSED ON "R" OR "CBR" VLUES DETERMINED BY SOIL TESTING. IN NO CSE SHLL THE.C. THICKNESS BE LESS THN THT SHOWN, NOR SHLL THE BSE BE LESS THN 4" EXCEPT THT THE BSE SHLL NOT BE LESS THN 10" IN NORTH LS VEGS. N 4. LLOW IN CITY OF NORTH LS VEGS ONLY WITH EXPRESS WRITTEN PERMISSION FROM THE CITY ENGINEER. 302 GGREGTE BSE 401 BITUMINOUS PVEMENT 406 PRIME COT 407 FOG SEL 501 CONCRETE PRIVTE STREET SECTIONS

35 2 STNDRD CROSS SECTION 2 LTERNTE CROWN 3 CROWN BCR 2 > 75 = 30' MINIMUM 1 65 TO 75 = 35' MINIMUM 45 TO 65 = 45' MINIMUM < 45 = C RDIUS = 150' MINIMUM 1 L BCR = 50' MINIMUM 3 BCR = W + 10' MINIMUM W 2 STNDRD CROSS SECTION 2 = USE 2 % SLOPE FROM INNER CURB TO CROWN LINE. FROM CROWN LINE TO OUTER CURB, THE STNDRD SLOPE IS 0.90% (MIN). ELEVTIONS REQUIRED LONG CURBS (3) ND CROWN EVERY 1/4 (MIN). KNUCKLES RE LLOWED ON RESIDENTIL STREETS ONLY. MINIMUM SLOPE LONG THE BCK OF CURB OF CURVES (2) ND (3) SHLL BE 0.60% (MIN). SPECIL KNUCKLE DESIGNS INCLUDING LNDSCPED MEDIN ISLND MY BE PERMITTED, IF PPROVED BY THE COUNTY ENGINEER. SUPPLEMENTL DRWING C KNUCKLE - TYPE I S1

36 4 STNDRD CROSS-SECTION R = 100' W R = W+10' 3 12' 1% 1.5% % 1.5% CROWN LINE R 1 1 1% 12' 2 CURVE DT PROPERTY LINE 1 75 USE R = 30' MIN. 65 TO 75 USE R = 35' MIN. 55 TO 65 USE R = 45' MIN. 50' MIN. P.I. (TYP.) R = 100' 2 E.C. B.C. BCK OF CURB W BCK OF CURB STNDRD CROSS-SECTION NOTES P L C L L P 1. USE NORML SECTION FROM INNER CURB TO CENTER LINE. 2. FROM CROWN LINE TO OUTER CURB, THE STNDRD SLOPE IS 2%. 3. SUPERELEVTION PERCENTGES SHOWN RE STRIGHT GRDE FROM CENTER LINE TO CROWN LINE. 4. ELEVTIONS RE REQUIRED WHERE CIRCLES ( ) RE SHOWN. 5. KNUCKLES RE NOT LLOWED ON MJOR COLLECTOR OR RTERIL STREETS. KNUCKLE 211

37 FCE OF CURB 1 61' B.C. NO PRKING DRINGE MIN. SLOPE 0.40% 1 30' B.C ' BCK OF CURB RDIUS R = BC O = 30 00'00" T = 8.04' L = 15.71' O 20'-6" SURVEY MONUMENT 25' 30 O 2 10' NO PRKING NO PRKING 2 NOTE: IF BLOCK LENGTH IS 150' OR LESS, HMMERHED IS NOT REQUIRED. 500' MX. 48' OR 51' R/W 41' B.C. INSTLL "NO PRKING BEYOND THIS POINT" SIGN BOTH SIDES OF STREET. SIDEWLK (OPTIONL 48' R/W) PRKING C L PRKING SIDEWLK END SIDEWLK ON 48' R/W STREET (OPTIONL ONE SIDE ONLY) NOTE: USE OF THE HMMERHED WILL BE LLOWED IN SINGLE FMILY RESIDENTIL DWELLING RES ONLY. SUPPLEMENTL DRWING HMMERHED S1 C

38 FCE OF CURB L 1. ONLY 51' R/W ND PRIVTE STREET CUL-DE-SCS WILL BE LLOWED IN THE CITY OF LS VEGS. DRINGE MIN. SLOPE 0.40% SURVEY MONUMENT R R-1 END SIDEWLK HERE ON 48 FOOT R/W STREET. (OPTIONL ONE SIDE ONLY) 500' MX. R/W WIDTH M R-2 R-3 N CITIES OF NORTH LS VEGS ND MESQUITE ONLY R/W W R R-1 R-2 R-3 WIDTH 48' 41' 51.23' MIN. 49' MIN. 45.5' MIN. 19.5' MIN. 16' MIN. W C L DRINGE SIDEWLK B H C L 51' 60' PRIVTE STREET 48' 41' 50' 40' 51.23' MIN ' MIN ' MIN ' MIN. 50.5' MIN. 50.5' MIN. 45.5' MIN. 45.5' MIN. 45.5' MIN. 45.5' MIN. 19.5' MIN. 19.5' MIN. 19.5' MIN. 14.5' MIN. 14.5' MIN. 19.5' MIN. LL OTHER ENTITIES (CC, CLV, HEN, BC) R/W WIDTH W R R-1 R-2 R-3 41' 44' MIN. 40.5' MIN. 19.5' MIN. 16' MIN. 51' 41' 44.72' MIN. 45.5' MIN. 40.5' MIN. 19.5' MIN. 14.5' MIN. 60' 50' 40.25' MIN. 45.5' MIN. 40.5' MIN. 19.5' MIN. 14.5' MIN. R/W PRIVTE STREET 40' 45.16' MIN. 40.5' MIN. 40.5' MIN. 19.5' MIN. 19.5' MIN. R/W CUL-DE-SC

39 6" CONCRETE (WHERE PROFILE GRDE IS 0.50% OR LESS) 2" MIN..C. PVEMENT 1-1/2" INVERTED CROWN FOG SEL PRIME COT 4" TYPE II GGREGTE BSE 6" MIN. TYPE I GGREGTE BSE SECTION - 20' 10' 10' B B 4' 2' 2' PLN 1/2" PREMOLD EXPNSION JOINT FILLER, JOINTS EVERY 30' 1/4" R 3" 1/2" 3" 12" MIN. 2" CLER NO. 4 BRS 12" O.C. BOTH WYS STNDRD 1/2" GLVNIZED PIPE WITH END PLUG. GRESE REINFORCING STEEL PRIOR TO PIPE INSTLLTION. SECTION B-B 302 GGREGTE BSE 501 CONCRETE 505 REINFORCING STEEL 707 JOINT MTERIL B H L M N SUPPLEMENTL DRWING LLEY S1

40 1-1/2" INVERTED CROWN NO. 4 BRS T 12' O.C. BOTH WYS 6" CONC. PV'T 8" TYPE II GGREGTE BSE 10' 10' SECTION NO. 4 BRS TO DISCONTINUE WITHIN 2" OF JOINT MTERIL WEKENED PLNE JOINTS 1/4" MX. WIDTH BY 2" DEPTH SWCUT 15' 30' BUILDING OR CURB LINE 1/2" PREMOLD EXPNSION JOINT FILLER 15' 1'-0" IF NO BUILDING OR CURB EXISTS THICKEN EDGE TO 8" TOTL DEPTH PLN B B SECTION B-B 1/2" PREMOLD EXPNSION JOINT FILLER, JOINTS EVERY 30' 1/4" R NO. 4 BRS 12" O.C. BOTH WYS 3" 3" 1/2" 12" MIN. 2" CLER STNDRD 1/2" GLVNIZED PIPE WITH END PLUG. GRESE REINFORCING STEEL PRIOR TO PIPE INSTLLTION. SECTION GGREGTE BSE 501 CONCRETE 505 REINFORCING STEEL 707 JOINT MTERIL B H L M N SUPPLEMENTL DRWING LLEY, CONCRETE S1

41 6" 1" HOLDING GUTTER FOR DRINGE 6" 1/2" R 1/4" 11" 1" 1/2" 1" 1" R 1/2" R 6" CONCRETE 5-1/2" 19" SEE NOTE 1 FLOWLINE 6" 7" 11" 10' (TYP.) 10' WEKENED PLNE JOINTS SEE STNDRD DRWING NUMBER " BTTER ON GUTTER FCE OPTIONL. TYPICL PLN 1/2" EXPNSION JOINT T LL COLD JOINTS, T BEGINNING ND END OF RETURN ND T 300' MX. INTERVLS FOR EXTRUDED CURB ND 30' MX. INTERVLS FOR FORMED CURB. FOR JOINT DETIL SEE STNDRD DRWING NUMBER GGREGTE BSE COURSE 501 CONCRETE 707 JOINT MTERIL SUPPLEMENTL DRWING "L" TYPE CURB ND GUTTER COMPLETE STREET LTERNTIVE S1 L

42 BCK OF CURB 7" 6" FLOWLINE 17" 1" WEKENED PLNE JOINTS SEE STNDRD DRWING NUMBER " BTTER ON GUTTER FCE OPTIONL. 2. WHERE LONGITUDINL SLOPE IS LESS THN 0.4%, THE FLOW LINE SHLL BE WTER TESTED. 10' (TYP.) 10' PLN 1/2" EXPNSION JOINT T LL COLD JOINTS, T BEGINNING ND END OF RETURN ND T 300' MX. INTERVLS FOR EXTRUDED CURB ND 30' MX. INTERVLS FOR FORMED CURB. FOR JOINT DETIL SEE STNDRD DRWING NUMBER 234 6" 1" 1/2" R 1/4" 1" R CONCRETE 1" 1-1/2" 4-1/2" 12" 1/2" R 4-1/2" 6" 25" 1-1/2" SEE NOTE 1 TYPICL SECTION 501 CONCRETE 502 CONCRETE STRUCTURES 707 JOINT MTERIL "L" TYPE CURB ND GUTTER

43 30" 4 1/2" 13 1/2" 12" 5" R=1/2" R=24" 4 1/2" R=18" 6" 6 1/2" R=1/2" 7 1/2" 6" 1" SEE NOTE 5 TYPE II GGREGTE BSE 6" 1. USE OF ROLL CURB MY BE RESTRICTED BY SURFCE DRINGE CONSIDERTIONS. 2. SIDEWLK CONSTRUCTED CONTIGUOUS TO ROLL CURB SHLL BE 5 INCHES THICK (MIN). 3. WHERE LONGITUDINL SLOPE IS LESS THN 0.4% THE FLOW LINE SHLL BE WTER TESTED. 4. CONSTRUCT 1/2" EXPNSION JOINT T LL COLD JOINTS, T BEGINNING ND END OF CURB RETURNS, ND T 300 FT. MX. INTERVLS FOR EXTRUDED CURB ND 30 FT. MX. INTERVLS FOR FORMED CURB. WEKENED PLNE JOINTS SHLL BE FORMED T THE REMINING 15 FT. INTERVLS. SEE STD. DWG. NO. 234 FOR JOINT DETILS. 5. ONE INCH BTTER T CURB FCE IS OPTIONL. L N 6. CITY OF LS VEGS COUNCIL PPROVL REQUIRED FOR USE OF 30" ROLL CURB IN THE CITY OF LS VEGS. 7. IN NORTH LS VEGS, ROLL CURBS RE PROHIBITED IN RES WHERE FLOW LINE GRDIENT IS LESS THN 0.8% UNLESS OTHERWISE PPROVED BY CITY ENGINEER. 8. LL UTILITY BOXES ND COVERS DJCENT TO ROLL CURB SHLL BE HS-20 RTED "TRFFIC BERING" TYPE GGREGTE BSE CONCRETE CONCRETE STRUCTURES JOINT MTERIL C H L N SUPPLEMENTL DRWING 30 INCH ROLL CURB RESIDENTIL RE S1

44 24" 2" " SIDEWLK 1 4 " " " 12" R= 1 2" (TYP) 12" TYPE II GG. BSE 24" 25" (OPTIONL) (SEE NOTE 3) WHERE LONGITUDINL SLOPE IS LESS THN 0.4% THE FLOW LINE SHLL BE WTER TESTED. 2. CONSTRUCT 1/2" EXPNSION JOINT T LL COLD JOINTS, T BEGINNING ND END OF CURB RETURNS, ND T 300 FT. MX. INTERVLS FOR EXTRUDED CURB ND 30 FT. MX. INTERVLS FOR FORMED CURB. WEKENED PLNE JOINTS SHLL BE FORMED T THE REMINING 15 FT. INTERVLS. SEE STD. DWG. NO. 234 FOR JOINT DETILS. 3. ONE INCH BTTER T GUTTER FCE IS OPTIONL. 4. NO UTILITY BOXES ND COVERS DJCENT TO R-TYPE CURB SHLL BE LLOWED T DRIVEWY LOCTIONS 5. R-TYPE CURB ND GUTTER IS ONLY LLOWED T DRIVEWY LOCTIONS UNLESS PPROVED BY THE GENCY IN WRITING. (SEE STNDRD DRWING NO. 223) 6. IF R-TYPE CURB IS PPROVED FOR OTHER RES, LL UTILITY BOXES ND COVERS DJCENT TO R-TYPE CURB SHLL BE HS-20 RTED "TRFFIC BERING" TYPE. GGREGTE BSE CONCRETE CONCRETE STRUCTURES JOINT MTERIL SUPPLEMENTL DRWING RESIDENTIL CURB & GUTTER R-TYPE S2

45 FOG SEL COT 1-1/2".C. PVEMENT 4" TYPE II GGREGTE BSE COMPCTED TO 95% "" TYPE CURB, SEE STNDRD DRWING NUMBER 219 6" TYP. 6" TYP. VRIES 6" MIN. TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER C MEDIN 4" CONCRETE SLB SEE NOTE 1 4" TYPE II GGREGTE BSE COMPCTED TO 95% "" TYPE CURB, SEE STNDRD DRWING NUMBER 219 6" TYP. 6" VRIES TYP. 6" MIN. TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER PCC MEDIN H 1. CONSTRUCT WEKENED PLNE JOINT IN CURB ND SLB T SME LOCTION EVERY 10'; CONSTRUCT EXPNSION JOINTS EVERY 300' FOR CONCRETE SLB TO MTCH CURB JOINTS. FOR JOINT DETILS SEE STNDRD DRWING NUMBER "L" -TYPE CURB ND GUTTER PER STNDRD DRWING NUMBER 219 IS REQUIRED IN THE CITY OF HENDERSON ND MY BE REQUIRED FOR DRINGE CONSIDERTIONS. 3. WHEN CURB MCHINE IS USED TO PLCE CURB, 2" MINIMUM LEVELING COURSE OF TYPE II GGREGTE BSE IS REQUIRED. 302 GGREGTE BSE 501 CONCRETE MEDIN ISLND TYPICL SECTION

46 6" 1" HOLDING GUTTER WHERE REQUIRED FOR DRINGE 5" 3" 1" 6" 1/2" R 1/4" 11" 1" 1/2" 1" R 1/2" R 1/4" 4" 1" 12" 1" 6" 1" R CONCRETE 1/2" R 5-1/2" CONCRETE SEE NOTE 1 7" 19" SEE NOTE 2 "L" CURB SECTION "" CURB SECTION FLOWLINE 6" 7" 11" 10' (TYP.) 10' WEKENED PLNE JOINTS SEE STNDRD DRWING NUMBER CONTINUOUS NO. 4 BR REQUIRED IN NOSE OF MEDIN ONLY. 2. 1" BTTER ON GUTTER FCE OPTIONL. TYPICL PLN 1/2" EXPNSION JOINT T LL COLD JOINTS, T BEGINNING ND END OF RETURN ND T 300' MX. INTERVLS FOR EXTRUDED CURB ND 30' MX. INTERVLS FOR FORMED CURB. FOR JOINT DETIL SEE STNDRD DRWING NUMBER GGREGTE BSE COURSE 501 CONCRETE 707 JOINT MTERIL "" ND "L" TYPE ISLND CURB

47 1/2" RDIUS ROUNDED EDGE ON LL EXPOSED CORNERS CONCRETE VRIES 1" NO. 4 BR CONTINUOUS 4" 6" EXISTING.C. PVEMENT 3" (TYP.) NO. 4 BRS T 10' CENTERS 18" LONG SECTION EXPNSION JOINT T 30' MX INTERVLS ND T BEGINNING ND END OF RETURN WEKENED PLNE JOINT 10' (TYP.) 10' (TYP.) NO. 4 BR CONTINUOUS DIRECTION OF TRFFIC 3" 2" (TYP.) NO. 4 BRS 18" LONG T 10' CENTERS STGGER WITH EXPNSION JOINTS SIDE VIEW 1. FOR EXPNSION JOINT ND WEKENED PLNE JOINT DETIL, SEE STNDRD DRWING NO WHEN PPROVED BY THE ENGINEER/ENTITY, STRUCTURL EPOXY DHESIVE MY BE USED IN LIEU OF NUMBER 4 DOWEL BR EXCEPT T CURB NOSE ND WITHIN 2 FEET OF NY POINT OF CURVTURE. 501 CONCRETE 505 REINFORCING STEEL 707 JOINT MTERIL SUPPLEMENTL DRWING TCK - ON ISLND S1 B C L M N

48 1/2" RDIUS ROUNDED EDGE ON LL EXPOSED CORNERS CONCRETE VRIES 6" 1" SURFCE TRETMENT VRIES 4" 6" EXISTING.C. PVEMENT NO. 4 BRS T 3'-4" CENTERS 18" LONG NO. 4 BR CONTINUOUS EXCEPT THROUGH EXPNSION JOINT SECTION EXPNSION JOINT T LL COLD JOINTS, T BEGINNING ND END OF RETURN ND 300' MX INTERVLS FOR EXDTRUDED CURB ND 30' MX INTERVLS FOR FORMED CURB WEKENED PLNE JOINT 10' (TYP) 3'-4" TYP 3" DIRECTION OF TRFFIC 2" (TYP) NO. 4 BRS T 3'-4" CENTERS 18" LONG NO. 4 BR SIDE VIEW FOR EXPNSION JOINT ND WEKENED PLNE JOINT DETIL, SEE STNDRD DRWING NO WEKENED PLNE JOINTS EVERY 10' STGGER WITH NO. 4 BRS. LL REINFORCING STEEL SHLL HVE 2" CLER COVER UNLESS OTHERWISE SHOWN. 4. WHEN PPROVED BY THE ENGINEER/ENTITY, STRUCTURL EPOXY DHESIVE MY BE USED IN LIEU OF NUMBER 4 DOWEL BR EXCEPT T CURB NOSE ND WITHIN 2 FEET OF NY POINT OF CURVTURE. 501 CONCRETE 505 REINFORCING STEEL 707 JOINT MTERIL TCK - ON ISLND CURB

49 STREET C L 10' 11' 11' 14' 4' PCC MEDIN STRIP PER STD. 218 (TYP.) 3 / PT. CURVE DT 10' MIN. (TYP.) 75.00' 1 2 = 31 00'10" R = 74.00' T = 20.52' L = 40.04' = 31 00'10" R = 10.00' T = 2.77' L = 5.41' 2' CURB FCE TO CURB FCE (TYP.) 10' (TYP) P.T. 1 2'(TYP.) 30.00' 42.00' 84.00' ' 12' 12' (MIN.) (TYP.) C L DRIVEWY 1 P.T. LOCTE ST. LT. CENTERED IN MEDIN ' 10' MIN (TYP.) PCC ISLND CURB PER STD. 220 (TYP.) 30.00' / PT. 3 4' 14' 11' 11' 10' H 1 2 INSTLL R5-1 INSTLL R3-2 3 STREETLIGHT LOCTION STNDRD FOR THE CITY OF HENDERSON OR IF SPECIFIED BY THE ENGINEER. 4 DETIL MY BE USED FOR INTERSECTIONS OF STREETS WITH R/W 60 FEET OR LESS IF PPROVED BY THE ENTITY ENGINEER. SPECIL MEDIN DESIGN IS REQUIRED FOR INTERSECTING STREETS WITH R/W GRETER THN 60 FEET. 14' MEDIN WIDTH, CURB FCE TO CURB FCE (TYP.) PER STD DWG #218 CHNNELIZED MEDIN DETIL FOR COMMERCIL DRIVEWYS OR INTERSECTING STREETS

50 CURB GUTTER SIDEWLK R1 W (FCE OF CURB TO FCE OF CURB) UTILITY SEE NOTE 4 STREET 6' MIN. R2 190' MIN. DEPRTURE SIDE W. E. H. 12' MINIMUM FOR ONE-WY DRIVEWYS 32' MINIMUM FOR TWO-WY DRIVEWYS 40' MXIMUM 48' MINIMUM 8' MINIMUM & 15' MXIMUM R1 = 15' MINIMUM & 35' MXIMUM R2 = 25' MINIMUM & 35' MXIMUM SEE NOTE 7 (TYP.) DIMENSIONS D. THROT DEPTH 25' MINIMUM 50' MINIMUM FOR PRKING LOTS > 50 PRKING SPCES 75' MINIMUM FOR PRKING LOTS 51 TO 100 PRKING SPCES 100' MINIMUM FOR PRKING LOTS 101 TO 200 PRKING SPCES 150' MINIMUM FOR PRKING LOTS > 201 PRKING SPCES R1 D THROT DEPTH R COMMERCIL ND MULTI-FMILY DRIVEWYS SHLL BE CONSTRUCTED IN CCORDNCE WITH STNDRD DRWING NUMBERS 224, 225, 228, 235 ND LOCL ORDINNCES ND POLICIES MY PPLY ND SHLL HVE PRECEDENCE. SEE NDOT CCESS POLICY FOR STTE RODWYS. THE TOTL WIDTH "W" OF DRIVEWY CURB OPENINGS SHLL NOT EXCEED 65% OF FRONT FOOTGE. NO DRIVEWY SHLL BE LOCTED WITHIN 6 FEET OF LIGHT POLE (UNLESS PPROVED BY THE ENTITY TRFFIC ENGINEER), FIRE HYDRNT, MIL BOX, BOVE-GROUND ELECTRICL TRNSFER BOX, OR BLOCK WLL HIGHER THN 2 FEET. 5. THE CENTERLINES OF THE DRIVEWYS ON OPPOSITE SIDES OF THE STREET T MEDIN OPENING SHOULD BE WITHIN 10' FROM ECH OTHER T THE MEDIN OPENING. 6. GEOMETRICS PPLY TO NEW CONSTRUCTION ONLY, ND EXCEPTIONS MY BE GRNTED BY THE PPROVL OF THE GENCY TRFFIC ENGINEER BSED ON SITE CONSTRINTS. 7. HNDICPPED CCESSIBLE SIDEWLKS SHLL BE PROVIDED DJCENT TO DRIVEWYS TO THE P.C. OF THE ONSITE CURB RETURN, MINIMUM, OR T N LTERNTE LOCTION. 8. WHEN PROPERTY LINE FLLS IN MEDIN OPENING JOINT DRIVEWY GREEMENT SHLL BE REQUIRED OR NO DRIVEWY WILL BE LLOWED. 150' MIN. PPROCH SIDE COMMERCIL ND MULTI-FMILY DRIVEWY GEOMETRICS SHEET OF 2 1

51 DIMENSIONS J. THROT DEPTH FOR SECURITY GTE 50' MINIMUM FOR 1 TO 49 HOMES OR PT. UNITS TO VISITOR CLL BOX. 100' MINIMUM FOR 50 TO 100 HOMES OR PT. UNITS TO VISITOR CLL BOX. GRETER THN 100 HOMES OR PT. UNITS REQUIRE TRFFIC STUDY DIMENSIONS FOR SECURITY GTE CONTROLLED DRIVEWY DETIL D. ISLND : LENGTH-20' MINIMUM WIDTH- 4' MINIMUM G. 15' MINIMUM E. 48' MINIMUM H. 8' MINIMUM & 15' MXIMUM LOOP DETECTOR G D CLL BOX E THROT DEPTH J H DETIL FOR SECURITY GTE CONTROLLED DRIVEWYS COMMERCIL ND MULTI-FMILY SECURITY GTE GEOMETRICS SHEET 2 OF 2

52 LLEY FOR LLEY CONSTRUCTION SEE STNDRD DRWING NO. 227 UTILITY ESEMENT SEE NOTE 3 PROPERTY LINE STREET 6' MIN. N "UTILITY FETURE" SEE NOTE 4 7' MIN. NORTH LS VEGS ONLY 6' MIN. CLRK COUNTY ONLY C CURB GUTTER SIDEWLK 6' W MIN.* *12' MIN.-CLRK COUNTY 30' MIN. W W = WIDTH OF DRIVEWY = 12' MIN., 16' MX. FOR 1 OR 2 CR GRGE, OR 28' MX. FOR 3+ GRGE W W SEE NOTE 5 C 1. LL RESIDENTIL PROPERTIES MY HVE ONLY ONE CURB CUT EXCEPT CIRCULR DRIVEWYS S SHOWN. 2. LOCL ORDINNCES MY PPLY ND SHLL HVE PREFERENCE. 3. NO DRIVEWY SHLL BE LOCTED WHOLLY OR PRTILLY, ON OR OVER UTILITY ESEMENT WHICH RUNS PERPENDICULR TO THE CURB LINE. 4. NO DRIVEWY SHLL BE LOCTED WITHIN 6 FEET OF LIGHT POLE (UNLESS CCEPTED BY THE ENTITY TRFFIC ENGINEER), FIRE HYDRNT, MIL BOX, BOVE-GROUND ELECTRICL TRNSFER BOX, BLOCK WLL HIGHER THN 2 FEET, OR THE CURB RETURN T STREET INTERSECTION OR LLEY. 5. COMMON DRIVEWY CONSTRUCTION MY BE PERMITTED T NY TWO RESIDENTIL PROPERTIES OF 60 FEET IN WIDTH OR LESS. THE WIDTH OF THE JOINT DRIVEWY SHLL BE MXIMUM OF 24 FEET. JOINT DRIVEWY GREEMENT SHLL BE REQUIRED. (EXCEPT CLRK COUNTY) 6. GEOMETRICS PPLY TO NEW CONSTRUCTION ONLY, ND MY VRY IN EXISTING SUBDIVISIONS SUBJECT TO PPROVL OF THE ENGINEER. 7. MULTI-FMILY RESIDENTIL ND LL NON-RESIDENTIL DRIVEWYS SHLL CONFORM TO THE COMMERCIL DRIVEWY STNDRDS. 8. LL DRIVEWY LOCTIONS SHLL BE SUBJECT TO REVIEW ND PPROVL BY THE ENGINEER. 9. FOR CURB DEPRESSION ND DRIVEWY PRON DETIL, SEE STD RESIDENTIL DRIVEWY GEOMETRICS

53 3.00' DRIVEWY WIDTH VRIES B 3.00' 1.50' 1.00' 4.00' MIN. SIDEWLK WIDTH 2% MX. SLOPE EXPNSION JOINT (TYP) 2.00' R-TYPE CURB & GUTTER TRNSITION CURB TYPE L-TYPE CURB & GUTTER 2.00' B PLN VIEW DRIVEWY SLOPE VRIES 4.00' MINIMUM SIDEWLK (TYPICL) EXPNSION JOINT (TYPICL) 2.00% MXIMUM SLOPE CONCRETE SIDEWLK 0.50' 2.00' 1.58' 1.50' L-TYPE CURB- &-GUTTER 6" TYPE II GG. BSE 1.00' 0.13' 0.63' 2.00' SECTION ' (OPTIONL) DRIVEWY SLOPE VRIES 4.00' MINIMUM SIDEWLK (TYPICL) EXPNSION JOINT (TYPICL) 2.00% MXIMUM SLOPE CONCRETE SIDEWLK 0.17' 0.02' 2.00' 0.13' 1.02' 1.00' R-TYPE CURB- &-GUTTER 6" TYPE II GG. BSE 1.00' 0.63' SECTION B-B 2.00' 2.08' (OPTIONL) 1. WHEN CONSTRUCTING DRIVEWY WHERE CURB ND GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CURB ND GUTTER. DRIVEWYS MY BE MONOLITHIC TO.C. LINE. 2. WEKENED PLNE JOINTS SHLL BE UNIFORMLY PLCED BETWEEN 5' ND 7' INTERVLS, SEE STNDRD DRWING NO GGREGTE BSE 501 CONCRETE CONCRETE STRUCTURES JOINT MTERIL RESIDENTIL DRIVEWY

54 1 2 " EXPNSION JOINT 1 2 " EXPNSION JOINT 2% MX. SLOPE 4.00' MINIMUM 2% MX. SLOPE 5.00' (TYP.) SIDEWLK 2% MX. SLOPE L-TYPE CURB & GUTTER TRNSITION CURB TRNSITION CURB L-TYPE CURB & GUTTER 3.00' DRIVEWY WIDTH VRIES 3.00' PLN VIEW FG ELEV= FC ELEV= FL ELEV= LIP ELEV= FG ELEV= % MX. SLOPE 6" CONC. SIDEWLK (SEE NOTE 3) 6" TYPE II GG. BSE REINFORCING (SEE NOTE 1) 1.50' 1.50' 4.00' MIN. SECTION - MINIMUM NOTE: ELEVTIONS SHOWN RE TYPICL 1. NO. 4 BRS T 16" O.C. BOTH WYS EXTENDING INTO GUTTER. NO. 4 BRS SHLL BE PLCED 3" BOVE BOTTOM OF CONCRETE SUPPORTED BY NON-FERROUS CHIRS PPROVED BY THE ENGINEER. 2. WHEN CONSTRUCTING DRIVEWY WHERE CURB ND GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CURB ND GUTTER. DRIVEWY SHLL BE MONOLITHIC TO.C. LINE. 3. DRIVEWY THICKNESS FOR INDUSTRIL USE SHLL BE 8" MIN. 302 GGREGTE BSE 501 CONCRETE 502 CONCRETE STRUCTURES WEKENED PLNE JOINTS SHLL BE EQULLY SPCED T 15' MX. INTERVLS, SEE STNDRD DRWING NO REINFORCING STEEL JOINT MTERIL COMMERCIL ND INDUSTRIL DRIVEWY (OPTION )

55 40' B.C. TYPICL BCK OF CURB RE REQUIRED TO BE DEDICTED S N ESEMENT PRIVTE STREET OR DRIVEWY P.C. R = 15' MIN. 35' MX. R = 25' MIN. 35' MX. R/W & BCK OF SIDEWLK FLOW LINE PUBLIC STREET CROSS GUTTER WHEN REQUIRED FOR DRINGE CONSIDERTIONS FOR DETIL SEE STNDRD DRWING NO. 228 "L" TYPE CURB & GUTTER STREET CENTERLINE FLOW LINE OF CROSS GUTTER NORML CROWN 2% TYPICL P. C. ±3% MXIMUM GRDE BREK 8' TYP. TYPICL CROSS SECTION 1. SEPRTION OF PEDESTRIN ND VEHICLE TRFFIC MUST BE MINTINED ON SITE. 2. FOR GRDE CHNGES GRETER THN 3%, VERTICL CURVES OF T LEST 10 FEET MUST BE USED. 3. WHEELCHIR RMPS SHLL BE CONSTRUCTED IN THE CURB RETURN IN CCORDNCE WITH STNDRD DRWING NO COMMERCIL ND INDUSTRIL DRIVEWY (OPTION B) OR PRIVTE STREET CCESS

56 DRIVEWY WIDTH VRIES B 1/2" EXPNSION JOINT RMP TRNSITION 6' MIN. SLOPE 1:12 MX. WEKENED PLNE JOINT 6" CURB FCE BCK OF SIDEWLK TRNSITION CURB CONCRETE SIDEWLK RMP SLOPE 1:12 MX. BCK OF CURB SLOPE 2% MX. FLOWLINE SLOPE 1:12 MX. 42" (TYP.) TRNSITION CURB RMP SLOPE 1:12 MX. 1.00' SEE NOTE 1 PLN B RMP TRNSITION LENGTH VRIES (3' MIN. / 15' MX.) 1.5" 1.50' 1.00' 1" 6" CONCRETE (SEE NOTE 3) SEE NOTE 1 WEKENED PLNE JOINT 2% MX.1:12 MX. 6" CONCRETE (SEE NOTE 3) EXPNSION JOINT FLOW LINE % 1:12 MX. TRNSITION CURB HEIGHT EXPNSION JOINT CURB & GUTTER FLOW LINE % 1.50' 5.00' 6.00' 6" TYPE II GGREGTE BSE SECTION B-B SEE NOTE 1 TRNSITION LENGTH VRIES SECTION - 6" TYPE II GGREGTE BSE 1. NO. 4 BRS T 16" O.C. BOTH WYS EXTENDING INTO GUTTER. NO. 4 BRS SHLL BE PLCED 3" BOVE BOTTOM OF CONCRETE SUPPORTED BY NON-FERROUS CHIRS PPROVED BY THE ENGINEER. 2. WHEN CONSTRUCTING DRIVEWY WHERE CURB ND GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CURB ND GUTTER. DRIVEWY SHLL BE MONOLITHIC TO.C. LINE. 3. DRIVEWY THICKNESS FOR INDUSTRIL USE SHLL BE 8" MIN. 4. WEKENED PLNE JOINTS SHLL BE EQULLY SPCED T 15' MX. INTERVLS. 5. THIS DRIVEWY DESIGN SHLL LSO BE USED FOR LLEY INTERSECTIONS, 8" MIN. THICKNESS. 6. SPECIL DESIGNS SUBJECT TO PPROVL OF THE ENGINEER. 302 GGREGTE BSE 501 CONCRETE 502 CONCRETE STRUCTURES H SUPPLEMENTL DRWING COMMERCIL ND INDUSTRIL 505 REINFORCING STEEL DRIVEWY (OPTION C) 707 JOINT MTERIL S1 N

57 1/2" PREMOLDED EXPNSION JOINT FILLER FLOWLINE STNDRD 1/2" PVC PIPE END PLUG. GRESE REINFORCING STEEL PRIOR TO PIPE INSTLLTION 7' 1'-6" 2' #4 BRS T 16" CENTERS, BOTH WYS SUPPORTED BY NON-FERROUS CHIRS PPROVED BY THE ENGINEER "R" SILICONE SELNT 2' R = CCORDING TO UNIFORM STNDRD DRWING NO " 3" PLN 1/2" 1/4" 12" 2" CLR. JOINT DETIL BOND BREKER OR 5/8" BCKING ROD 1/4" #4 BRS T 16" O.C. ECH WY 5'-6" 3/4" 1'-6" SELNT DETIL 1" TYP. 6" 6" 3" CLR. CONCRETE - SEE NOTE NO. 2 TYPE I OR TYPE II GGREGTE BSE 2" CLR. (TYP.) SECTION FINISHED SPHLT CONCRETE SURFCE TO BE FLUSH WITH CROSS GUTTER LIP. DJCENT SPNDREL SHLL BE 6" THICK P.C.C. 302 GGREGTE BSE 501 CONCRETE 502 CONCRETE STRUCTURES 505 REINFORCING STEEL 707 EXPNSION JOINT MTERIL TT-S CLSS SELNT SUPPLEMENTL DRWING LIGHT DUTY COMMERCIL DRIVEWY (OFFICES, CHURCHES, SCHOOLS, RESTURNTS, ETC.) S2 H

58 1/2" PREMOLDED EXPNSION JOINT FILLER FLOWLINE STNDRD 1/2" PVC PIPE END PLUG. GRESE REINFORCING STEEL PRIOR TO PIPE INSTLLTION 7' 1'-6" 2' #4 BRS T 16" CENTERS, BOTH WYS SUPPORTED BY NON-FERROUS CHIRS PPROVED BY THE ENGINEER "R" SILICONE SELNT 2' R = CCORDING TO UNIFORM STNDRD DRWING NO " 3" PLN 1/2" 1/4" 12" 2" CLR. JOINT DETIL BOND BREKER OR 5/8" BCKING ROD 1/4" #4 BRS T 16" O.C. ECH WY 5'-6" 3/4" 1'-6" SELNT DETIL 1" TYP. 10" 9" 3" CLR. CONCRETE - SEE NOTE NO. 2 TYPE I OR TYPE II GGREGTE BSE 2" CLR. (TYP.) SECTION FINISHED SPHLT CONCRETE SURFCE TO BE FLUSH WITH CROSS GUTTER LIP. DJCENT SPNDREL SHLL BE 9" THICK P.C.C. 302 GGREGTE BSE 501 CONCRETE 502 CONCRETE STRUCTURES 505 REINFORCING STEEL 707 EXPNSION JOINT MTERIL TT-S CLSS SELNT SUPPLEMENTL DRWING HEVY DUTY COMMERCIL DRIVEWY (SERVICE STTIONS, INDUSTRIL, LODING DOCKS, ETC.) S3 H

59 BCK OF SIDEWLK LLEY (WIDTH VRIES) TRNSITION RE 1:12 MX. SLOPE 1/2" EXPNSION JOINT DRIVEWY PRON DEPRESSED CURB LENGTH VRIES GUTTER LENGTH VRIES PLN 1/2" EXPNSION JOINT BOTH SIDES LENGTH VRIES 1:12 MX. SLOPE VRIES DEPRESSED CURB STREET SLOPE (%) LENGTH VRIES 1:12 MX. SLOPE REINFORCING STEEL (SEE NOTE 1) BOTTOM OF CURB ELEVTION SLOPE 1:12 MX. (8.33%) PROPERTY LINE ND/OR BCK OF SIDEWLK MTCH LLEY ELEV. MX. SLOPE 1:50 (2%) MIN. SLOPE 1:200 (0.5%) 1" BOVE F.L. OF GUTTER 8" TYPE II GGREGTE BSE 8" MIN. (SEE NOTE 3) 3" 2" CLER (TYP.) SEE NOTE 1 SECTION - 1. NO. 4 BRS T 16" O.C. BOTH WYS CONTINUOUS THROUGH GUTTER. NO. 4 BRS SHLL BE PLCED 3" BOVE BOTTOM OF CONCRETE. 2. WHEN CONSTRUCTING DRIVEWY WHERE CURB ND GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CURB ND GUTTER. DRIVEWY SHLL BE MONOLITHIC TO.C. LINE. 3. DRIVEWY THICKNESS SHLL BE 8" MIN. B C H L SUPPLEMENTL DRWING DEPRESSED LLEY DRIVEWY N S1

60 1/2" EXPNSION JOINT STNDRD 1/2" GLVNIZED PIPE WITH END PLUG. GRESE REINFORCING STEEL PRIOR TO PIPE INSTLLTION. 2' 8' SILICONE SELNT NO. 4 BRS 12" O.C. NO. 4 12" CENTERS, BOTH WYS SUPPORTED BY NON-FERROUS CHIRS PPROVED BY THE ENGINEER 3" 3" PLN 1/2" 12" JOINT DETIL 2" CLER 2' BOND BREKER OR 5/8" BCKING ROD 1/4" 1/4" SELNT DETIL 1" 4' 4' NO. 4 12" CENTERS, BOTH WYS 3" 3/4" 9" (SEE NOTE 3) 10" TYPE I OR TYPE II GGREGTE BSE 2" CLER (TYP.) SECTION - C L PROPOSED STREET 2% 30' MIN. 1-1/2 % 1% MX. 1% MX. 8' TYPICL PROFILE T LOCL RESIDENTIL STREET INTERSECTIONS 1. FINISHED SPHLT CONCRETE SURFCE TO BE FLUSH WITH CROSS GUTTER LIP. 2. CONSTRUCTION OF CROSS GUTTER IS NOT LLOWED CROSS MJOR COLLECTOR OR RTERIL STREETS. 3. DJCENT SPNDREL SHLL BE 9" THICK P.C.C. 302 GGREGTE BSE 501 CONCRETE 502 CONCRETE STRUCTURES 505 REINFORCING STEEL 707 EXPNSION JOINT MTERIL TT-S CLSS SELNT CROSS GUTTER

61 FUTURE SPNDREL CL FOR DETIL CONSTRUCTION SEE CROSS GUTTER STNDRD DRWING NO. 228 PLN TYPE I GRVEL TYPE II GRVEL PVEMENT 9" CONCRETE 2' 2' LIMIT OF CONSTRUCTION 2'.C. PVEMENT, TYPE I & TYPE II GGREGTE BSE TO CONFORM TO HLF STREET CONSTRUCTION 9" 12" 10" TYPE I OR II GGREGTE BSE 22" 9" CONCRETE SECTION - 12" 12" 1/2" EXPNSION JOINT WITH SILICONE SELNT SEE STNDRD DRWING NO " TYPE I OR II GGREGTE BSE WHEN SECOND HLF OF CROSS GUTTER CONSTRUCTED, DRILL EXISTING CONCRETE ND EPOXY FIVE EQULLY SPCED 1/2" MIN. DIMETER CORROSION RESISTNT RODS (EPOXY OR GLVNIZED). DETIL FOR FUTURE CONSTRUCTION 302 GGREGTE BSE 501 CONCRETE 502 CONCRETE STRUCTURES 505 REINFORCING STEEL 707 EXPNSION JOINT MTERIL TT-S CLSS SELNT HLF STREET CROSS GUTTER 229

62 VRIES CCORDING TO WIDTHS OF TRFFIC & PRKING LNES THICKENED EDGE VRIES CCORDING TO WIDTHS OF TRFFIC & PRKING LNES THICKENED EDGE TYPE "D" JOINTS CONCRETE ISLND LENGTH VRIES 195' 15' TYP. TYPE "D" JOINTS CONCRETE ISLND, LENGTH VRIES (SEE STNDRD DRWING NO. 232) THICKENED EDGE (SEE STNDRD DRWING NO. 232) TYPE "D" JOINTS 195' VRIES CCORDING TO WIDTHS OF TRFFIC & PRKING LNES 15' TYP. CONCRETE ISLND, LENGTH VRIES 15' TYP. 195' TYPE "D" JOINTS CONCRETE ISLND, LENGTH VRIES 1. CONCRETE SHLL BE PLCED MONOLITHICLLY FOR ECH FOUR QUDRNTS OF THE INTERSECTION. 2. LONGITUDINL ND TRNSVERSE WEKENED PLNE JOINTS SHLL BE TYPE "C". 3. LONGITUDINL ND TRNSVERSE CONSTRUCTION JOINTS SHLL BE TYPE "B". 4. FOR JOINT DETILS SEE STNDRD DRWING NO LL MNHOLES ND WTER VLVES SHLL BE BOXED OUT. SEE DETIL ON STNDRD DRWING NO LONGITUDINL ND TRNSVERSE JOINTS SHLL BE TIED INTO THE CORNERS OF LL BOXOUTS. THIS WILL REQUIRE THE ENGINEER TO SHOW LL UTILITY BOXOUTS ON THE PLNS, ND THE JOINT LYOUT PTTERNS THT TIE INTO THEM. WHENEVER POSSIBLE, INTERSECTION OF JOINTS SHLL BE T 90, BUT NOT LESS THN 60 OR GRETER THN CONCRETE PVEMENT 501 CONCRETE TYPE "D" JOINTS THICKENED EDGE 15' TYP. TYPE "D" JOINTS 195' THICKENED EDGE VRIES CCORDING TO WIDTHS OF TRFFIC & PRKING LNES CONCRETE PVEMENT INTERSECTION TYPICL LYOUT 230 THICKENED EDGE NOTES CONTINUED: 7. CONCRETE PVEMENT PLCED LONG EXISTING CURB ND GUTTER SHLL HVE THICKENED EDGE. SEE STNDRD DRWING NO CONCRETE PVEMENT PLCED LONG PROPOSED CURB ND GUTTER SHLL BE CONSTRUCTED WITH TYPE "B" JOINT. SEE DETIL ON STNDRD DRWING NO LOCTION OF JOINTS FOR PROPOSED CURB & GUTTER SHLL COINCIDE WITH JOINTS IN CONCRETE PVEMENT. 10. LNE MRKERS SHLL NOT BE PLCED ON TOP OF NY JOINT.

63 B.C. CL B.C. VRIES VRIES LNE WIDTH LNE WIDTH LNE WIDTH LNE WIDTH 6" TYPICL VRIES TYPE "C" JOINTS (SEE STNDRD DRWING NO. 233).C. CONCRETE ISLND (SEE STNDRD DRWING NO. 232) LNE MRKERS LNE MRKERS LNE MRKERS 6" BSE CONCRETE (SEE NOTE) BSE (SEE NOTE) KEYED C & G OR THICKENED EDGE (SEE STNDRD DRWING NO. 232) NOTE: CONCRETE ND BSE THICKNESS TO BE DETERMINED BY ENGINEERING NLYSIS BSED ON TRFFIC CONDITIONS, SUBGRDE STRENGTH, QULITY OF BSE, ND FLEXURL STRENGTH OF CONCRETE. 302 GGREGTE BSE 409 CONCRETE PVEMENT 501 CONCRETE 633 PVEMENT MRKERS 707 JOINT MTERIL CONCRETE PVEMENT TYPICL RODWY SECTION 231

64 5" 6" "L" TYPE CURB & GUTTER (SEE STNDRD DRWING NO. 216) CONCRETE PVEMENT TYPE "B" JOINT (SEE STNDRD DRWING NO. 233) SILICONE JOINT SELNT SEE CONSTRUCTION JOINT SEL (DETIL ON STNDRD DRWING NO. 233) CONCRETE PVEMENT EXISTING CURB & GUTTER D D+2" D BSE 6" BSE 12" 12" CURB & GUTTER JOINT DETIL PROPOSED CURB & GUTTER 4'-0" FOR TYP. MNHOLE (2'-0" ON WTER VLVES) CURB & GUTTER JOINT DETIL EXISTING CURB & GUTTER TYPE "" EXPNSION JOINT (SEE STNDRD DRWING NO. 233) CONCRETE PVEMENT SECTION.C. PVEMENT SECTION CONCRETE 1/2" RDIUS FOG SEL (OR) OPEN PVEMENT GRDE D D+2".C. PVEMENT 1-1/2" TYPE "B" OR "C" JOINT (SEE STNDRD DRWING NO. 233) BSE 12" 12" BSE BOXOUT DETIL THICKENED EDGE DETIL VRIES 1/2" RDIUS (TYPICL) 1" (TYPICL) NO. 4 REBR CONTINUOUS 4" CONCRETE PVEMENT.C. PVEMENT 4" MIN. 1-1/2" 409 CONCRETE PVEMENT 501 CONCRETE 505 REINFORCING STEEL TT-S CLSS SELNT 9" NO. 4 36" O.C. TCK ON CONCRETE ISLND DETIL NOTE: TRNSVERSE WEKENED PLNE JOINTS TO MTCH JOINTS IN CONCRETE PVEMENT (SEE DETIL STNDRD DRWING NO. 234) CONCRETE PVEMENT CONSTRUCTION DETILS 232

65 3/4" PREMOLDED EXPNSION JOINT FILLER CONCRETE PVM'T SILICONE JOINT SELNT (SEE EXPNSION JOINT SEL DETIL) 1/4" 1/4" BSE D 12" D+2" 12" MNHOLE OR WTER VLVE D/4 1/4" SILICONE JOINT SELNT 3/8" BCKING ROD TYPE "" EXPNSION JOINT DETIL BOXOUT NOTE: "D" IS THE SLB THICKNESS 1/8" RDIUS SILICONE JOINT SELNT BOND BREKER MTERIL (OR) 1" BCKING ROD 1/4" 3/4" EXPNSION JOINT FILLER TYPE "C" WEKENED PLNE JOINT DETIL SINGLE SW-CUT 1/4" 1/4" EXPNSION JOINT SEL DETIL SILICONE JOINT SELNT (SEE CONSTRUCTION JOINT SEL DETIL) D/4 1/4" 1/8" SILICONE JOINT SELNT 3/8" BCKING ROD 1/4" D/2 NOTE: "D" IS THE SLB THICKNESS D 2" 1" TYPE "C" WEKENED PLNE JOINT DETIL DOUBLE SW-CUT TYPE "B" CONSTRUCTION JOINT DETIL KEYWY 1/4" 1/4" 1/4" SILICONE JOINT SELNT 3/8" BCKING ROD DEFORMED TIE BRS NO. 4 x 24" O.C. 15" 15" SILICONE JOINT SELNT (SEE CONSTRUCTION JOINT SEL DETIL) SEE TYPE "B" CONSTRUCTION JOINT DETIL FOR KEYWY DIMENSIONS D/2 D CONSTRUCTION JOINT SEL DETIL 409 CONCRETE PVEMENT 707 JOINT MTERIL TT-S CLSS SELNT TYPE "D" TIED CONSTRUCTION JOINT DETIL CONCRETE PVEMENT JOINT DETILS 233

66 SEE NOTE 2 TRFFIC FLOW WEKENED PLNE JOINTS SEE NOTE 1 10' MIN. 4:1 ONLY BUSES 6:1 10' 40' (TYP.) 60' (TYP.) 30' MIN. ( TYP.) 80' MIN. BCR GUTTER GGREGTE BSE CONCRETE CONCRETE STRUCTURES SEE NOTE 3 = 14 o 02' 10" R = 25.00' CONCRETE BUS PD CURB SIDEWLK L = 6.12' T = 3.08' BUS STOP LODING SHELTER PD SEE DRWING NO o = 09 27' 44" R = 25.00' L = 4.13' T = 2.07' 10' MIN. SHELTER FLOW LINE SIDEWLK PD RE 10' MIN. 5" CONCRETE SLB WITH VRIES VRIES 2% SLOPE 6X6 - W2.9 X W2.9 WELDED WIRE FBRIC T MID- DEPTH 10" 4000 PSI CONCRETE SEE NOTE 1 5" GGREGTE BSE 6" TYPE II GGREGTE BSE 4" CONCRETE SECTION - CONCRETE BUS PD SHLL BE MONOLITHIC. TRNSVERSE WEKENED PLNE JOINTS SHLL BE INSTLLED T 10' INTERVLS ND S DETILED IN STNDRD DRWING NO. 233, TYPE "C". 1. TYPICL BUS TURN-OUT MINIMUM OF ONE SET OF PVEMENT MRKINGS CONTINING THE "BUSES ONLY" SYMBOL SHLL BE PLCED IN THE TURN-OUT RE. EXCT LOCTION TO BE DETERMINED BY THE ENGINEER DDITIONL STORGE RE WILL BE REQUIRED WHEN MORE THN ONE BUS IS EXPECTED TO OCCUPY THE TURN-OUT T THE SME TIME. LTERNTE CONCRETE ND BSE THICKNESS MY BE SUBSTITUTED, BUT MUST BE SUPPORTED BY ENGINEERING NLYSIS ND PPROVED BY THE ENGINEER. TURN-OUT SURFCE SHLL BE TEXTURED IN CCORDNCE WITH UNIFORM STNDRD SPECIFICTION NO FLOW LINE SHLL NOT BE TEXTURED, BUT SHLL BE TROWELED SURFCE

67 25' (TYP.) "" SEE NOTE 5 5' TYP. SIDEWLK 2% MX. 2% MX. 2% MX. "B" SEE NOTE 5 BUS SHELTER PD (SEE NOTE 3) DDITIONL RE REQUIRED BEHIND TYPICL 5 FT. SIDEWLK FOR BUS SHELTER PD 1. SIDEWLK RMP MY BE REQUIRED TO BE CONSTRUCTED IN THOSE LOCTIONS WHERE THE BUS STOP WOULD OTHERWISE BE INCCESSIBLE S DEFINED BY THE MERICNS WITH DISBILITIES CT. SEE DRWING NO. 235, SHEET 4 OF 4 FOR SIDEWLK RMP DETILS. 2. DDITIONL RIGHT-OF-WY OR ESEMENT IS REQUIRED FOR BUS SHELTER PD ND VRIBLE HEIGHT CURB T BCK OF SIDEWLK RMP ND SHLL BE DEDICTED TO THE LOCL ENTITY. 3. CONCRETE FOR BUS SHELTER PD SHLL BE 5 INCHES THICK SLB WITH 6X6 - W2.9 X W2.9 WELDED WIRE FBRIC T MID-POINT ND TYPE II GGREGTE BSE SHLL BE 5 INCHES THICK. 4. BUS SHELTER PD CONNECTION TO DETCHED SIDEWLK CONDITION SHLL BE DETERMINED BY THE ENTITIES. 5. "" = 10', "B" = 15' UNLESS BUS TURNOUT IS CONSTRUCTED PER STNDRD DRWINGS OR 234.4, THEN "" = 5', "B" = 10' GGREGTE BSE CONCRETE CONCRETE STRUCTURES TYPICL BUS STOP PSSENGER LODING ND SHELTER PDS

68 (50' MIN.) * "" SEE NOTE 5 5' TYP. SIDEWLK 2% MX. 2% MX. 2% MX. "B" SEE NOTE 5 BUS SHELTER PD (SEE NOTE 3) * DDITIONL RE REQUIRED BEHIND TYPICL 5 FT. SIDEWLK FOR BUS SHELTER PD DDITIONL 25 FEET MY BE REQUIRED BY RTC. 1. SIDEWLK RMP MY BE REQUIRED TO BE CONSTRUCTED IN THOSE LOCTIONS WHERE THE BUS STOP WOULD OTHERWISE BE INCCESSIBLE S DEFINED BY THE MERICNS WITH DISBILITIES CT. SEE DRWING NO. 235, SHEET 4 OF 4 FOR SIDEWLK RMP DETILS. 2. DDITIONL RIGHT-OF-WY OR ESEMENT IS REQUIRED FOR BUS SHELTER PD ND VRIBLE HEIGHT CURB T BCK OF SIDEWLK RMP ND SHLL BE DEDICTED TO THE LOCL ENTITY. 3. CONCRETE FOR BUS SHELTER PD SHLL BE 5 INCHES THICK SLB WITH 6X6 - W2.9 X W2.9 WELDED WIRE FBRIC T MID-POINT ND TYPE II GGREGTE BSE SHLL BE 5 INCHES THICK. 4. BUS SHELTER PD CONNECTION TO DETCHED SIDEWLK CONDITION SHLL BE DETERMINED BY THE ENTITIES. 5. "" = 10', "B" = 15' UNLESS BUS TURNOUT IS CONSTRUCTED PER STNDRD DRWINGS OR 234.4, THEN "" = 5', "B" = 10' GGREGTE BSE CONCRETE CONCRETE STRUCTURES TYPICL DOUBLE BUS STOP PSSENGER LODING ND SHELTER PDS

69 COMMERCIL DRIVEWY INTO PROPERTY INSTLL RTC BUS STOP SIGN BY OTHERS 8" STORGE LNE LINE SEE NOTE 3 6:1 (TYP.) TRNSITION SEE NOTE 4 10' MIN. SEE NOTE 2 60' TYP. 50' MIN. SEE NOTE 1 30' TYP. BCR CURB SIDEWLK STORGE LENGTH BUS STOP LODING PD SEE DRWING NO IF RTICULTED BUSES RE EXPECTED TO SERVICE BUS STOP, DISTNCE FROM END OF ENTRY TPER TO THE END OF THE BUS STOP LODING PD SHLL BE INCRESED TO 70 FT. MIN. ND THE RIGHT TURN STORGE LNE LENGTH SHLL BE INCRESED TO 120 FT. MIN. TRFFIC FLOW 100' MIN. SEE NOTE 1 BCR = 09 27' 44" R = 25.00' L = 4.13' T = 2.07' RIGHT LNE MUST TURN RIGHT BUSES EXEMPT RIGHT LNE MUST TURN RIGHT BUSES EXEMPT 2. WHERE DDITIONL MOTORIST GUIDNCE IS DEEMED NECESSRY BY THE ENGINEER, INSTLL RROW ND "ONLY" SYMBOL PVEMENT MRKINGS FOR THE LENGTH OF THE STORGE LINE. SYMBOLS SHLL BE PPROVED TYPE II PVEMENT MRKING FILM. 3. STORGE LNE LINE SHLL BE PPROVED TYPE I PVEMENT MRKING FILM, OR IF PPROVED BY THE ENGINEER, RISED PVEMENT MRKERS MY BE USED. 4. REVERSE CURVE TRNSITION MY BE USED SUBJECT TO THE PPROVL OF THE ENGINEER GUTTER GGREGTE BSE CONCRETE CONCRETE STRUCTURES PINTING TRFFIC STRIPING, PVEMENT MRKINGS... BUS STOP PLCEMENT WITHIN EXCLUSIVE RIGHT TURN LNE FOR COMMERCIL PROPERTIES

70 5' 5' (TYP.) 30' 1/2" EXPNSION JOINT T 30' INTERVLS, T COLD JOINTS ND T BEGINNING ND END OF RETURN. EXPNSION JOINTS TO MTCH LOCTION MTCH LOCTION OF CURB ND GUTTER EXPNSION JOINT. PLN WEKENED PLNE JOINT VRIES 1/2" R 1/2" R SLOPE 1/4" PER FOOT 6" MIN. TYPE I OR TYPE II GGREGTE BSE 4" CONCRETE TYPE II GGREGTE BSE T 90% COMPCTION SEE NOTE 2 TYPICL SECTION 6" MIN. 1/2" 1/4" 1/4" 1" 1/2" R 1/8" R 1/2" PREMOLD EXPNSION JOINT FILLER EXPNSION JOINT WEKENED PLNE JOINT 1. ON LL CURB RETURNS 1/2" EXPNSION JOINT SHLL BE CONSTRUCTED BETWEEN THE BCK OF CURB ND THE SIDEWLK FOR THE ENTIRE LENGTH OF THE RETURN. 2. THE TYPE II GGREGTE BSE THICKNESS IS SHOWN ON THE TYPICL SECTION DRWINGS LONGITUDINL WEKENED PLNE JOINT REQUIRED T MIDPOINT OF SIDEWLK 10' OR WIDER. 302 GGREGTE BSE 501 CONCRETE 502 CONCRETE STRUCTURES 707 JOINT MTERIL SIDEWLK

71 OFFSET "T" ISOLTED "T" 1. THE TYPICL LOCTIONS OF SIDEWLK RMPS SHOWN BOVE RE INTENDED TO MEET THE REQUIREMENTS OF THE MERICNS WITH DISBILITIES CT (D). T LEST ONE SIDEWLK RMP SHLL BE CONSTRUCTED OPPOSITE THE INTERSECTING RODWY. DDITIONL SIDEWLK RMPS MY BE REQUIRED BY THE ENGINEER TO PROVIDE CONTINUOUS UNOBSTRUCTED PEDESTRIN CIRCULTION PTH S DEFINED BY THE D. 2. SIDEWLK RMP LOCTIONS SHOWN RE FOR INTERSECTIONS WITH UNMRKED CROSSWLKS. IF PEDESTRIN CROSSING RE IS MRKED, SIDEWLK RMPS SHLL BE LOCTED WITHIN THE MRKED CROSSWLKS S PPROVED BY THE ENGINEER SIDEWLK RMP LOCTION "T" INTERSECTIONS 235.1

72 R/W ND BCK OF WLK EXISTING OR PROPOSED WLK EXISTING OR PROPOSED CURB P.T. P.T. P.C. SEE NOTE 2 C SEE NOTE 2 5' 2% 24" MIN. SEE NOTE 4 MIN. ' 1 "B" "" ND "B" RE EQUL TO 8' WHEN FLOW LINE GRDE IS BETWEEN -2% ND +2%. FOR "" ND "B" T OTHER FLOW LINE GRDES, SEE TBLE 1 SHEET 4 THIS DRWING NO. SEE NOTE 2 C P.C. SEE NOTE 2 R/W ND BCK OF WLK 2% 1 ' MIN. C 2% 24" MIN. SEE NOTE 4 2% "" 1' MIN. 5' 1' MIN. RMP IN CURB RETURN "" C "B" RMP OUTSIDE CURB RETURN 30' OR MORE RDIUS BCK OF CURB "" 2% FLOWLINE EDGE OF GUTTER P.C. 1:12 MX. P.T. R/W ND BCK OF WLK C C VRIES SEE BOVE 2% 1' MIN. "B" PIRED RMP IN CURB RETURN 3/4" MX. PROFILE GGREGTE BSE CONCRETE CONCRETE STRUCTURES 5' C 2% 2% 1' MIN. "B" "" VRIES SEE BOVE NORML BCK OF WLK VRIBLE HEIGHT MONOLITHIC CURB (SEE NOTE 5) 4" CONCRETE GGREGTE BSE SEE SIDEWLK DRWING NO. 234 FOR TRNSITION LENGTHS, SEE SHEET 4 TBLES 1 & 2 C TOP OF CURB T BCK OF WLK GUTTER TRNSITION B 6" 1. VRIES 5.0' TYP. 2% SLOPE 24" MIN. SEE NOTE 4 SECTION C-C SIDEWLK RMPS OUTSIDE OF THE CURB RETURN SHLL BE LOCTED DJCENT TO THE RETURN UNLESS OTHERWISE PPROVED. SIDEWLK RMP CSE I 0" CURB FCE SLOPE 1:20 MX. NO LIP PVEMENT 2. RMPS SHLL BE CONSTRUCTED WITH ROUGH BROOM FINISH TRNSVERSE TO THE SLOPE OF THE RMP. 3. WHEN CONSTRUCTING RMP WHERE CURB & GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CURB & GUTTER. 4. DETECTBLE WRNING CONSISTING OF RISED TRUNCTED DOMES WHICH COMPLY WITH DETILS ON SHEET 4 OF THIS DRWING NO. ND CONTRSTING VISULLY WITH DJOINING SURFCES SHLL BE PLCED ON BOTTOM PORTION OF RMP EXTENDING THE FULL WIDTH OF THE RMP ND TO MINIMUM DEPTH OF 24 INCHES. PVER BLOCKS PERMITTED ONLY IN THE CITY OF BOULDER CITY FOR DETECTBLE WRNING RES. 5. CURB MY BE PLCED ND IS PREFERRED BEHIND BCK OF WLK IF SUFFICIENT RIGHT-OF-WY OR ESEMENTS EXIST ND S PPROVED BY THE ENGINEER. 3/4" MX SHEET 1 OF 4

73 P.C. P.T. OPTIONL BCK OF WLK RE OF DEFINED RDIUS WITHIN EXISTING RIGHT-OF-WY PROPOSED DDITIONL WLK RE EXISTING OR PROPOSED WLK EXISTING OR PROPOSED CURB C SEE NOTE 2 8' 24" MIN. SEE NOTE 4 5' "X" SEE NOTE 2 "" ND "B" RE EQUL TO 6.5' WHEN FLOW LINE GRDE IS BETWEEN -2% ND +2%. FOR "" ND "B" T OTHER FLOW LINE GRDES, SEE TBLE 2 SHEET 4 THIS DRWING NO. FOR LL "" ND "B" MX. SIDE SLOPE IS EQUL TO 1:10. "" 1 ' MIN. C ' 1 MIN. "B" RMP IN CURB RETURN (NO BCK OF WLK DEPRESSION) BCK OF WLK RE "X" VRIES 4' MIN. 2% SLOPE 8' 0" CURB FCE SLOPE 1:20 MX. 1:12 MX. 24" MIN. SEE NOTE 4 NO LIP 4" CONCRETE GGREGTE BSE SEE SIDEWLK DRWING NO. 234 SECTION C-C PVEMENT 3/4" MX. FLOWLINE EDGE OF GUTTER VRIES SEE BOVE SLOPE 1:10 MX. 1' MIN. PROFILE GGREGTE BSE CONCRETE CONCRETE STRUCTURES 5' 3/4" MX. 1' MIN. CSE II SHLL BE USED WHERE R/W ND FIELD CONDITIONS PERMIT. VRIES SEE BOVE NORML BCK OF WLK GUTTER TRNSITION 1. SIDEWLK RMP WITHIN CURB RETURN SHLL BE L0CTED T THE MIDPOINT OF CURB RETURN UNLESS OTHERWISE PPROVED. 2. RMPS SHLL BE CONSTRUCTED WITH ROUGH BROOM FINISH TRNSVERSE TO THE SLOPE OF THE RMP. 3. WHEN CONSTRUCTING RMP WHERE CURB & GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CURB & GUTTER. B 4. DETECTBLE WRNING CONSISTING OF RISED TRUNCTED DOMES WHICH COMPLY WITH DETILS ON SHEET 4 OF THIS DRWING NO. ND CONTRSTING VISULLY WITH DJOINING SURFCES SHLL BE PLCED ON BOTTOM PORTION OF RMP EXTENDING THE FULL WIDTH OF THE RMP ND TO MINIMUM DEPTH OF 24 INCHES. PVER BLOCKS PERMITTED ONLY IN THE CITY OF BOULDER CITY FOR DETECTBLE WRNING RES. SIDEWLK RMP CSE II SHEET 2 OF 4

74 R/W ND BCK OF WLK EXISTING OR PROPOSED WLK EXISTING OR PROPOSED CURB P.T. P.T. P.C. SEE NOTE 3 C SEE NOTE 3 5' 2% 24" MIN. SEE NOTE 5 MIN. ' 1 "B" "" ND "B" RE EQUL TO 8' WHEN FLOW LINE GRDE IS BETWEEN -2% ND +2%. FOR "" ND "B" T OTHER FLOW LINE GRDES, SEE TBLE 1 SHEET 4 THIS DRWING NO. SEE NOTE 3 C P.C. SEE NOTE 3 R/W ND BCK OF WLK 2% 1 ' MIN. C 2% 2% 24" MIN. SEE NOTE 5 "" RMP IN CURB RETURN 1' MIN. "" 5' 1' MIN. "B" C RMP OUTSIDE CURB RETURN NORML BCK OF WLK VRIES 5.5' TYP. 2% SLOPE 24" MIN. SEE NOTE 5 0" CURB FCE SLOPE 1:20 MX. NO LIP FLOWLINE EDGE OF GUTTER :12 MX. VRIES SEE BOVE 1' MIN. 3/4" MX. PROFILE GGREGTE BSE CONCRETE CONCRETE STRUCTURES 5' 4" CONCRETE GGREGTE BSE SEE SIDEWLK DRWING NO ' MIN. VRIES SEE BOVE CSE III TO BE USED FOR RES WHERE OBSTRUCTION (I.E. BLOCK WLL) EXISTS T BCK OF WLK ONLY WHEN PPROVED BY THE ENGINEER. NORML BCK OF WLK GUTTER TRNSITION B SECTION C-C SIDEWLK RMP CSE III PVEMENT 3/4" MX. SIDEWLK RMP WITHIN CURB RETURN SHLL BE L0CTED T THE MIDPOINT OF CURB RETURN UNLESS OTHERWISE PPROVED. SIDEWLK RMPS OUTSIDE OF THE CURB RETURN SHLL BE LOCTED DJCENT TO THE RETURN UNLESS OTHERWISE PPROVED. RMPS SHLL BE CONSTRUCTED WITH ROUGH BROOM FINISH TRNSVERSE TO THE SLOPE OF THE RMP. WHEN CONSTRUCTING RMP WHERE CURB & GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CURB & GUTTER. DETECTBLE WRNING CONSISTING OF RISED TRUNCTED DOMES WHICH COMPLY WITH DETILS ON SHEET 4 OF THIS DRWING NO. ND CONTRSTING VISULLY WITH DJOINING SURFCES SHLL BE PLCED ON BOTTOM PORTION OF RMP EXTENDING THE FULL WIDTH OF THE RMP ND TO MINIMUM DEPTH OF 24 INCHES. PVER BLOCKS PERMITTED ONLY IN THE CITY OF BOULDER CITY FOR DETECTBLE WRNING RES SHEET 3 OF 4

75 0.65" MIN. 1.6"-2.4" 50%-65% OF THE BSE DIMETER 0.2" 1.6"-2.4" BSE DIMETER 0.9"-1.4" DOME SECTION 0.2" 0.9"-1.4" DETECTBLE WRNING DETILS (TRUNCTED DOMES) GRDE (%) "B" TO "" "" (FT) MIN. "B" (FT) MIN. GRDE (%) "B" TO "" "" (FT) MIN. "B" (FT) MIN. -6 TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TO TBLE 1. TRNSITION LENGTHS FOR 1:12 SIDE SLOPES TBLE 2. TRNSITION LENGTHS FOR 1:10 SIDE SLOPES NOTE: CHRTS PPLY TO CURB WITH 6" CURB FCE. IF CURB HS GRETER THN 6" CURB FCE, SPECIL DESIGN IS REQUIRED GGREGTE BSE CONCRETE CONCRETE STRUCTURES SIDEWLK RMP DETILS SHEET 4 OF 4

76 3" 24" STEEL FLOOR PLTE 5/8" 2-1/4" 3/16" B 1/8" 5/8" BR (CONT.) S.W. 4 TCK WELDS EQULLY SPCED TCK WELDS 3"x3"x1/4" NGLE (CONT.) 1/2" x 3" STEEL NCHOR 12" O.C. 2' C&G B 3" LIP OF GUTTER DETIL "I" PLN DETIL "I" STEEL FLOOR PLTE 24" WEKENED PLNE JOINT TYPICL 6" 2% 6" 2% BCK OF SIDEWLK 4" S.W. 6" 8" 12" 12" 8" 19-1/2" SECTION - FLOWLINE OF GUTTER 6" TYPE I OR TYPE II GGREGTE BSE SECTION B-B 1. IF WIDTH OF PLTE IS GRETER THN 24", SPECIL DESIGN IS REQUIRED. 2. LL EXPOSED METL PRTS SHLL BE GLVNIZED ND LL GLVNIZING DMGED BY FBRICTION OR INSTLLTION SHLL RECEIVE TWO COTS OF LUMINUM PINT (GLVONOX OR EQUL). 302 BSE GGREGTES 501 CONCRETE 710 STRUCTURL STEEL SIDEWLK DRIN 236

77 6" 6" MX. 4" MIN. 1" R 6" 6" 6" NO. 4 REINFORCING BRS CONTINUOUS 10" R LEVE SURFCE ROUGH IF POURED SEPRTELY JOINT SELER 7" 10" R 10" 2'- 8" JOINT SELER 6" 10" 7" 10" R 3" NO. 4 REINFORCING BRS CONTINUOUS PVEMENT " 3" 3" 6" BRRIER END NCHOR 2'-8" 6" 6" 2'- 0" TYPE I H G F E D 3" 6-5/8" 1"x8" STEEL DOWEL T 2'-0" CENTER (IF NEEDED) (SEE NOTE 2) B 10-1/4" C 13-7/8" D PROFILE T TOP OF VERTICL RDIUS 17-1/2" E 21-1/8" F 1'-1" MIN. 1'-3" TYPE B 24-3/4" G 28-3/8" H 32" I 6" 3" BRRIER END NCHOR C B 6" PVEMENT (BRRIER END NCHOR) TRNSITION OF END OF BRRIER TO BE USED ONLY IF END IS FLRED 2'- 0" TRNSITION DETIL CONCRETE BRRIER RIL FLRE RTES OPERTING SPEED FLRE RTE 60 17:1 MX 50 14: :1 501 CONCRETE 502 CONCRETE STRUCTURES 1. TRNSVERSE JOINTS WITH 1" PREMOLDED EXPNSION JOINT FILLER OR 1" OPEN TRNSVERSE JOINTS SHLL BE PLCED T STRUCTURES. JOINTS IN BRRIER RIL OVER STRUCTURE SHLL BE T THE SME LOCTION ND OF THE SME DIMENSION S THOSE IN THE STRUCTURE. 2. BITUMINOUS PVING REQUIRED: PVING SHLL BUTT GINST THE BRRIER RIL END NCHOR SECTION ND SHLL EXTEND FULL WIDTH UNDER THE NORML BRRIER RIL SECTION PLUS 6" MINIMUM 6-INCH DEEP BRRIER. END NCHORS SHLL BE CONSTRUCTED IN THE FIRST ND LST 10 LINER FEET OF THE FULL HEIGHT BRRIER RIL RUN. IF TRNSITIONS RE USED, THE NCHOR SHLL BE EXTENDED UNDER THE TRNSITION. CONCRETE BRRIER RIL

78 CONCRETE 1. PRECST BUMPER BLOCK TO BE USED IN PRKING LOTS ONLY. 2. GROUT HOLE BEFORE DRIVING SPIKE. FTER DRIVING SPIKE, FILL HOLE WITH CONCRETE MORTR ND FINISH FLUSH WITH TOP. 12" 3/8" 3/4" STEEL WIRE BRIDGE SPIKE 1/2" DEFORMED BR TO STY 1" MIN. INSIDE CONCRETE 3/4" 1" 1" GROUT TOP VIEW HOLE DETIL 18" 18" 6-1/2" 1" 1-1/2" 8'-0" 3" 8" 3" 14" SIDE VIEW END VIEW 501 CONCRETE 505 REINFORCING STEEL PRECST BUMPER BLOCK

79 MONUMENT PLN 11" DI. CST IRON TRFFIC COVER CONCRETE 6" MIN. 11-1/8" MIN. 6" MIN. 6" MIN. 9" MIN. 2" MIN. 10-3/8" MIN. NO. 4 REBR LL ROUND (TIED) 12" MIN. STNDRD MONUMENT SSY. (CHRISTY G5 BOX OR PPROVED EQUL) WITH CST IRON MONUMENT LID. NO PRT OF SSEMBLY IS TO TOUCH CONCRETE CYLINDER. NOTE: 2" MIN. 3/4" SIZE DRIN BCKFILL NON-FERROUS CP (SEE DETIL STNDRD DRWING NO. 242) (NOT TO BE MRKED BY CONTRCTOR) TYPE I MONUMENTS TO BE SET T LL SECTION CORNERS ND 1/4 SECTION CORNERS WHICH FLL WITHIN IMPROVED STREET SECTIONS, ND MRKED IN CCORDNCE WITH THE 1973 B.L.M. MNUL OF SURVEYING INSTRUCTIONS. SECTION - 6" DI. x 12" MIN. LENGTH CLSS "D" CONCRETE MONUMENT. (SEE DETIL STNDRD DRWING NO. 240). 5/8" MINIMUM DI. REBR SET MINIMUM OF 4 " BELOW TOP OF CONCRETE T PPROXIMTE CENTER. 501 CONCRETE 621 MONUMENTS 704 BSE GGREGTE TYPE I MONUMENT

80 TYPE II- MONUMENTS TO BE SET T LL SECTION CORNERS, 1/4 SECTION CORNERS ND 1/16 SECTION CORNERS WHICH FLL WITHIN UNIMPROVED STREET SECTIONS. TYPE II-B MONUMENTS TO BE SET T LL 1/16 SECTION CORNERS WHICH FLL WITHIN IMPROVED STREET SECTIONS. LL TYPE II MONUMENTS RE TO BE MRKED IN CCORDNCE WITH THE 1973 B.L.M. MNUL OF SURVEYING INSTRUCTIONS. 4. 6" x 6" SQURE MONUMENTS RE LSO CCEPTBLE. 5. IF MONUMENTS RE TO BE "PRECST" THEY RE TO BE EMBEDDED IN FRESH CONCRETE TO PREVENT MOVEMENT. 6. THE COUNTY/CITY SURVEYOR MY REQUIRE TYPE II MONUMENTS IN DDITIONL LOCTIONS. PUNCH MRK SURFCE OF UNPVED STREET PLN 6" MIN. 18" MX..C. PVEMENT 12" MIN. BRONZE OR BRSS CP (SEE DETIL STNDRD DRWING NO. 242, NOT TO BE MRKED BY CONTRCTOR). 5/8" MIN. DI. REBR SET MIN. OF 4" BELOW TOP OF CONCRETE T PPROXIMTE CENTER. TYPE II GGREGTE BSE TYPE I GGREGTE BSE 6" CONCRETE SECTION - TYPE II- UNPVED STREET SECTION - TYPE II-B PVED STREET 501 CONCRETE 621 MONUMENTS TYPE II MONUMENT

81 1. TYPE III MONUMENTS TO BE SET T LL CENTERLINE CONTROL POINTS NOT OTHERWISE IDENTIFIED BY TYPE I OR TYPE II MONUMENT, INCLUDING STREET INTERSECTIONS, POINTS OF CURVTURE, POINTS OF TNGENCY, POINTS OF INTERSECTION ND CENTERS OF HMMERHED TURNROUNDS OR CIRCULR CUL-DE-SCS. 2. THE REGISTERED LND SURVEYOR'S NUMBER, ND PUNCH MRK RE TO PPER ON THE SURFCE OF THE CP. 1" MIN. DI. CP TO BE SECURED WITH PLSTIC INSERT OR EPOXY CONFORMING TO.S.T.M. C SPECIFICTIONS. NOTE: ( MINUMUM 1" DI. NON-FERROUS CP TO BE SET BY REGISTERED LND SURVEYOR ) 5/8" MIN. DI. REBR OF SUFFICIENT LENGTH TO RESIST REMOVL TYPE III MONUMENT 621 MONUMENTS TYPE III MONUMENT 241

82 R.M. SEE NOTE 2 PUNCH MRK P.L.S. NO. 2" DIMETER CP (SEE NOTE 4) FOUR (4) TYPE IV REFERENCE MONUMENTS TO BE SET WITHIN RDIUS OF TWENTY (20) TO ONE HUNDRED (100) FEET FROM LL TYPE I, II, ND III MONUMENTS. THE TIE DISTNCE ND THE INITILS R.M. RE TO BE STMPED ON THE CP, FOR TYPE IV MONUMENTS. NON-FERROUS CP TO BE MDE FROM CST VIRGIN METL IN ONE PIECE, FREE FROM CSTING IMPERFECTIONS, WITH CORRUGTED SHFT. TYPE III ND TYPE IV MONUMENT CP DIMETER MY BE REDUCED TO 1". NON-FERROUS CP (SEE DETIL) 2-1/2" 5/8" 0 / MIN. DI. FOR SHFT 12" MIN. MINIMUM 5/8" DI. REBR SET MINIMUM OF 4" BELOW TOP OF CONCRETE T PPROX. CENTER. DETIL STNDRD CP CONCRETE NON-FERROUS CP (SEE DETIL) INSET IN TOP OF CURB, BONDED SECURELY WITH EPOXY. (.S.T.M. C SPECS.) 6" TYPE IV-B MONUMENT NO CURB & GUTTER TYPE IV- MONUMENT EXISTING CURB & GUTTER 501 CONCRETE 621 MONUMENTS TYPE IV MONUMENT

83 B.C. B.C. C L TYPE IV - MONUMENT NER LIMITS OF CURB RETURN B.C. (TYPE I, II, OR III MONUMENT) LC R/W R/W B.C. TYPE IV - B MONUMENT BURIED IN P.I. OF R/W WHERE CURBING DOES NOT EXIST P.C. LEGEND P.C. - POINT OF CURVE P.R.C. - POINT OF REVERSE CURVE P.T. - POINT OF TNGENCY LC - CENTERLINE B.C. - BCK OF CURB P.I. - POINT OF INTERSECTION R/W - RIGHT-OF-WY - TYPE I, II, OR III MONUMENT B.C. C L - TYPE III MONUMENT - TYPE IV OR IV B REFERENCE MONUMENT B.C. B.C. P.I. P.R.C. B.C. LC P.C. P.T. LC P.T. B.C. B.C. C L B.C. B.C. TYPICL MONUMENT LOCTION 243

84 TYPE TYPE F 40' 10' 30' 3'-4" TYPE 4 LNE LINE (DIVIDED, UNDIVIDED OR ONE-WY RODWY) 633 PVEMENT MRKERS TYPICL LNE LINE DELINETION

85 * * * * * * 7' 7' 13' 13' 13' 14' 13' 13' 13' 7' 7' 7' 7' 5' 12' * 12' * 14' 12' * 12' * 5' 7' 7' 6" SOLID WHITE LINE (TPE OR PINT) 6" SOLID WHITE LINE (TPE OR PINT) BIKE LNE BIKE LNE 120 FT. STREET WITH BIKE LNE (WITHOUT PRKING) * * * * * * 7' 8' 14' 12' 12' 14' 12' 12' 14' 8' 7' 100 FT. STREET WITH BIKE LNE (WITH PRKING/EMERGENCY LNE) 7' 14' 11' 11' 14' 11' 11' 14' 7' 6" SOLID WHITE LINE (TPE OR PINT) BIKE LNE FT. STREET WITH BIKE LNE (WITHOUT PRKING) 1. LNE LINE DELINETION SHLL COMPLY WITH STNDRD DRWING NOS. 244 & IN SOME CSES, MEDIN WILL EXIST INSTED OF TWO-WY LEFT TURN LNE. 3. BIKE LNES MUST BE MINIMUM OF 4 FT. ND NO GRETER THN 8 FT. WIDE; HOWEVER, WIDTH OF 5 FT. IS PREFERRED. 4. WHERE 6 FT. SIDEWLK EXISTS, WIDTH OF MEDIN MY BE REDUCED BY 2 FT. OR 100 FT. STREET WITH SHRED BIKE/VEHICLE LNE (WITHOUT PRKING) * THE WIDTH OF TRVEL LNES DJCENT TO BIKE LNES MY VRY FROM 12 FT. TO 16 FT. WIDTHS OF INTERIOR TRVEL LNES MY VRY FROM 11 FT. TO 13 FT. TRVEL LNES MY BE REDUCED TO 11 FT. 5. LL CURB LNES RE MESURED TO LIP OF GUTTER OR EDGE OF PVEMENT IF CURB ND GUTTER DO NOT EXIST. PINTING TRFFIC STRIPING PVEMENT MRKERS TYPICL DELINETION FOR RODWYS 100 FT. OR GRETER RIGHT-OF-WY WITH CURBSIDE SIDEWLK

86 2' 2' 2' 2' 5' 5' 5' 11' 11' 11' 14' 11' 11' 11' 5' 5' 5' 5' 5' 5' 11' 11' 12' 11' 11' 5' 5' 5' SIDEWLK 6" SOLID WHITE LINE BUFFER/UTILITY CORRIDOR SEE NOTE 4 BIKE LNE SEE NOTE 2 RISED MEDIN 6" SOLID WHITE LINE BUFFER/UTILITY CORRIDOR SEE NOTE 4 SIDEWLK RISED MEDIN OR TWO-WY LEFT TURN LNE BIKE LNE SEE NOTE FT. STREET 90 FT. STREET 2' 5' 5' 5' 11' 11' 11' 11' 14' 11' 11' 11' 11' 2' 5' 5' 5' 6" SOLID WHITE LINE BUFFER/UTILITY CORRIDOR SEE NOTE 4 BIKE LNE SEE NOTE 2 RISED MEDIN SIDEWLK FT. STREET 1. LNE LINE DELINETION SHLL COMPLY WITH STNDRD DRWING NO. 244 & BIKE LNES TO BE PROVIDED IF SEGMENT CONNECTS TO OTHER BIKE LNES OR IF RODWY SEGMENT IS 1 MILE OR GRETER. IF BIKE LNE IS NOT PROVIDED, TRVEL LNES SHOULD REMIN T DIMENSIONS SHOWN SO BICYCLE LNE COULD BE PROVIDED IN THE FUTURE. SEE DRWING NUMBER FOR BIKE LNE SIGNING ND STRIPING DETILS. 3. LL CURB LNES RE MESURED TO LIP OF GUTTER OR EDGE OF PVEMENT IF CURB ND GUTTER DO NOT EXIST. 4. CONTCT THE LOCL JURISDICTIONL FOR DEVELOPMENT REQUIREMENTS FOR THE RE BETWEEN THE CURB ND SIDEWLK. PINTING TRFFIC STRIPING PVEMENT MRKERS TYPICL DELINETION FOR LTERNTE RODWYS WITH OFFSET SIDEWLK

87 7' 9' 5' 11' 11' 14' 11' 11' 5' 9' 7' * * * * 7' 8' 14' 13' 16' 13' 14' 8' 7' BIKE LNE BIKE LNE 6" SOLID WHITE LINE (TPE OR PINT) 6" SOLID WHITE LINE (TPE OR PINT) 100 FT. STREET WITH BIKE LNE (WITH PRKING/EMERGENCY LNE) 7' 4' 11' 11' 11' 12' 11' 11' 11' 4' 7' 100 FT. STREET WITH BIKE LNE (WITHOUT PRKING/EMERGENCY LNE) 7' 4' 11' 10' 11' 14' 11' 10' 11' 4' 7' BIKE LNE BIKE LNE 100 FT. STREET WITH BIKE LNE (WITHOUT PRKING/EMERGENCY LNE) 6" SOLID WHITE LINE (TPE OR PINT) 6" SOLID WHITE LINE (TPE OR PINT) Two Way Left Turn Lane or Raised Median 100 FT. STREET WITH BIKE LNE (WITHOUT PRKING/EMERGENCY LNE) 1. LNE LINE DELINETION SHLL COMPLY WITH STNDRD DRWING NOS. 244 & IN SOME CSES, MEDIN WILL EXIST INSTED OF TWO-WY LEFT TURN LNE. 3. BIKE LNES MUST BE MINIMUM OF 4 FT. ND NO GRETER THN 8 FT. WIDE; HOWEVER, WIDTH OF 5 FT. IS PREFERRED. 4. WHERE 6 FT. SIDEWLK EXISTS, WIDTH OF MEDIN MY BE REDUCED BY 2 FT. OR TRVEL LNES MY BE REDUCED TO 11 FT. 5. LL CURB LNES RE MESURED TO LIP OF GUTTER OR EDGE OF PVEMENT IF CURB ND GUTTER DO NOT EXIST. * THE WIDTH OF TRVEL LNES DJCENT TO BIKE LNES MY VRY FROM 12 FT. TO 16 FT. WIDTHS OF INTERIOR TRVEL LNES MY VRY FROM 11 FT. TO 13 FT PINTING TRFFIC STRIPING PVEMENT MRKERS TYPICL DELINETION FOR RODWYS 100 FT. RIGHT-OF-WY WITH CURBSIDE SIDEWLK

88 7' 5' 11' 11' 12' 11' 11' 5' 7' 7' 4' 11' 11' 14' 11' 11' 4' 7' BIKE LNE BIKE LNE 6" SOLID WHITE LINE (TPE OR PINT) 6" SOLID WHITE LINE (TPE OR PINT) RISED MEDIN 80 FT. STREET WITH BIKE LNE (WITHOUT PRKING/EMERGENCY LNE) 80 FT. STREET WITH BIKE LNE (WITHOUT PRKING/EMERGENCY LNE) 7' 8' 5' 12' * 12' * 12' * 12' * 5' 7' 7' 8' 5' 13' * 14' 13' * 5' 8' 7' BIKE LNE BIKE LNE PRKING LNE 6" SOLID WHITE LINE (TPE OR PINT) PRKING LNE RISED MEDIN OR TWO-WY LEFT TURN LNE 6" SOLID WHITE LINE (TPE OR PINT) FT. STREET WITH BIKE LNE (WITH PRKING ON ONE SIDE) * THE WIDTH OF TRVEL LNE MY VRY FROM 11 FT. TO 13 FT. 80 FT. STREET WITH BIKE LNE (WITH PRKING ON BOTH SIDES) 1. LNE LINE DELINETION SHLL COMPLY WITH STNDRD DRWING NOS. 244 & BIKE LNES MUST BE MINIMUM OF 4 FT. ND NO GRETER THN 8 FT. WIDE; HOWEVER, WIDTH OF 5 FT. IS PREFERRED. 3. WHERE 6 FT. SIDEWLK EXISTS, WIDTH OF MEDIN MY BE REDUCED BY 2 FT. OR TRVEL LNES MY BE REDUCED TO 11 FT. 4. LL CURB LNES RE MESURED TO LIP OF GUTTER OR EDGE OF PVEMENT IF CURB ND GUTTER DO NOT EXIST. PINTING TRFFIC STRIPING PVEMENT MRKERS TYPICL DELINETION FOR RODWYS 80 FT. RIGHT-OF-WY WITH CURBSIDE SIDEWLK SHEET 1 OF 2

89 1.5' 1.5' 1.5' 1.5' 5' 3' 4' 11' 11' 11' 13' 11' 11' 11' 4' 3' 5' 5' 3' 4' 10' 10.5' 12' 10.5' 10' 4' 3' 5' 6" SOLID WHITE LINE LNDSCPE BUFFER SEE NOTE 4 BIKE LNE SEE NOTE 2 RISED MEDIN 6" SOLID WHITE LINE LNDSCPE BUFFER SEE NOTE 4 SIDEWLK RISED MEDIN OR TWO-WY LEFT TURN LNE BIKE LNE SEE NOTE 2 SIDEWLK 106 FT. STREET 80 FT. STREET 1. LNE LINE DELINETION SHLL COMPLY WITH STNDRD DRWING NO. 244 & BIKE LNES TO BE PROVIDED IF SEGMENT CONNECTS TO OTHER BIKE LNES OR IF RODWY SEGMENT IS 1 MILE OR GRETER. IF BIKE LNE IS NOT PROVIDED, TRVEL LNES SHOULD REMIN T DIMENSIONS SHOWN SO BICYCLE LNE COULD BE PROVIDED IN THE FUTURE. SEE DRWING NUMBER FOR BIKE LNE SIGNING ND STRIPING DETILS. 3. LL CURB LNES RE MESURED TO LIP OF GUTTER OR EDGE OF PVEMENT IF CURB ND GUTTER DO NOT EXIST. 4. CONTCT THE LOCL JURISDICTIONL FOR DEVELOPMENT REQUIREMENTS FOR THE RE BETWEEN THE CURB ND SIDEWLK PINTING TRFFIC STRIPING PVEMENT MRKERS SUPPLEMENTL DRWING TYPICL DELINETION FOR RODWYS COMPLETE STREET LTERNTIVE L S1

90 7' 7' 5' 11' 11' 5' 7' 7' 6' 7' 5' 12' 12' 5' 7' 6' BIKE LNE BIKE LNE 6" SOLID WHITE LINE (TPE OR PINT) 6" SOLID WHITE LINE (TPE OR PINT) PRKING LNE PRKING LNE LTERNTE LTERNTE B 6.5' 6.5' 5' 12' 12' 5' 6.5' 6.5' BIKE LNE 6" SOLID WHITE LINE (TPE OR PINT) PRKING LNE LTERNTIVE C LNE LINE DELINETION SHLL COMPLY WITH STNDRD DRWING NO. 244 & BIKE LNES MUST BE MINIMUM OF 4 FT. ND NO GRETER THN 8 FT. WIDE; HOWEVER, WIDTH OF 5 FT. IS PREFERRED. 3. LL CURB LNES RE MESURED TO LIP OF GUTTER OR EDGE OF PVEMENT IF CURB ND GUTTER DO NOT EXIST. PINTING TRFFIC STRIPING PVEMENT MRKERS TYPICL DELINETION FOR BIKE FCILITIES 60 FT. RIGHT-OF-WY (PRKING ON BOTH SIDES)

91 13' MIN VRIES 2' 5' 5' 8' 11' 11' 5'-6' 11' 7'-8' 2' 5' 5' 5' VRIES PRKING LNE SIDEWLK UTILITY (BOVE GROUND) CORRIDOR SIDEWLK 6" SOLID WHITE LINE CURB & GUTTER EDGE OF PVEMENT PRKING LNE BIKE LNE 6" SOLID WHITE LINE EDGE OF PVEMENT SIDEWLK BIKE LNE ONE-WY STREET WITH BIKE LNE (WITH PRKING ON RIGHT SIDE) 12' MIN. VRIES ONE-WY STREET WITH BIKE LNE (WITHOUT PRKING ON RIGHT SIDE) VRIES 5' 6" SOLID WHITE LINE SIDEWLK 6" SOLID WHITE LINE BIKE LNE SHRED PRKING/ BIKE LNE EDGE OF PVEMENT EDGE OF PVEMENT ONE-WY STREET WITH SHRED BIKE/PRKING LNE ONE-WY STREET WITH LEFT-SIDE BIKE LNE (SEE NOTE 4) LNE LINE DELINETION SHLL COMPLY WITH STNDRD DRWING NO. 244 & BIKE LNES MUST BE MINIMUM OF 5 FEET WHERE DJCENT TO PRKING LNE, 4 FEET MINIMUM IN OTHER CSES ND NO GRETER THN 8 FEET WIDE. LL CURB LNES RE MESURED TO THE EDGE OF PVEMENT. THE TOP OF PVEMENT SHLL BE FLUSH WITH GUTTER BICYCLE LNE SHLL BE ON RIGHT SIDE OF ONE-WY RODWYS, EXCEPT IN LIMITED SITUTIONS, SUCH S WHEN THERE RE SIGNIFICNTLY LESS POTENTIL CONFLICTS LONG THE LEFT SIDE OF THE RODWY OR WHEN SIGNIFICNT BICYCLE TRIP GENERTION RE LONG THE LEFT SIDE OF THE RODWY. 5. SEE DRWING NO FOR BIKE LNE SIGNGE DETILS. 628 PINTING TRFFIC STRIPING 633 PVEMENT MRKERS BICYCLE LNE DELINETION ON ONE-WY STREET

92 6" SOLID WHITE LINE SEE NOTE 2 14" W" SEE NOTE 5 6' SEE NOTE 1 6" 6' H" SEE NOTE 5 6' 2' SEE NOTE 3 R3-17 (BLCK ND WHITE) BIKE LNE SIGNGE 6" X 2' SKIP WHITE LINE 8' ON CENTER TRNSITION ZONE SEE NOTE BIKE LNE DELINETION ND LEGEND BIKE LNE LEGENDS SHLL BE PPROVED TYPE I PVEMENT MRKING FILM ND SHLL BE SLIP RESISTNT. BIKE LNE LINES SHLL BE PPROVED TYPE II PVEMENT MRKING FILM ND SHLL BE SLIP RESISTNT. BIKE LNES MUST BE MINIMUM OF 5 FEET WHEN DJCENT TO PRKING LNE, 4 FEET MINIMUM IN OTHER CSES ND NO GRETER THN 8 FT WIDE; HOWEVER WIDTH OF 5 FEET IS PREFERRED. BICYCLE LNE DELINETION, LEGEND, ND SIGNING SHLL CONFORM TO THE MUTCD LTEST EDITION SIGN SIZE ND PLCEMENT SHLL CONFORM TO THE REQUIREMENTS OF THE MUTCD, LTEST EDITION. 6. THE BIKE LNE SIGNGE SHLL BE TYPE XI SHEETING. BICYCLE LNE DELINETION, LEGEND, ND SIGNGE