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) SYMBOLS (HIGH SIDE) 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 Comm Conc, PCC Const Cor CMP CSP CSP C&G CIP Col Cu Yd, CY Cu Ft, CF Culv CF Dept Dia Dwy DI Esmt E/o EP EO E EM - Clean Out, Sewer - Commercial - Concrete - Construction or Construct - Corner - Corrugated Metal Pipe - Corrugated Steel rch Pipe - Corrugated Steel Pipe - Curb and Gutter - Cast Iron Pipe - Column - Cubic Yard - Cubic Feet - Culvert - Curb Face - Department - Diameter - Driveway - Drop Inlet - Easement - East of - Edge of Pavement - Edge of Oil - Electric - Electric Meter INT INV ISL JB LOC Lt LF LVVWD MH Max Min Mon N/o NTS OC OG Pvmt PI PRC PC PT PCC PCC, Conc - Intersection - Invert - Island - Junction Box - Length of Curb - Left - Linear Feet - Las Vegas Valley Water Dictrict - Manhole - Maximum - Minimum - Monolithic - North of - Not to Scale - On Center - Open-Graded Pavement, Original Ground - Pavement - Point of Intersection - Point of Reverse Curve - Point of Curve - Point of Tangency - Point of Compound Curve - 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. B C H L M N 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 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' 1. 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 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 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. B H L M INCRESE PVEMENT WIDTH BY 11 FEET ON ECH SIDE OF RODWY FOR N 8 LNE CROSS SECTION. 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% PRIME COT (SEE NOTE 7) GGREGTE 6" MIN. BSE (SEE NOTE 3) TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER MJOR COLLECTOR WITHOUT MEDIN ISLND 6" MIN. 5" MIN TYPE II GGREGTE BSE UNDER SIDEWLK SIDEWLK SEE STNDRD DRWING NO. 234 R/W 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% 1.5' 3' 5' 302 GGREGTE BSE " MIN. BITUMINOUS PVEMENT OPEN GRDE PRIME COT 6" MIN TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER BITUMINOUS GP GRDED PVEMENT.C. PVEMENT SEE NOTE 3 MJOR COLLECTOR WITH MEDIN ISLND.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. 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 STRUCTURL SECTION SHLL BE IN CCORDNCE WITH STNDRD SPECIFICTION SECTION 401 ND STNDRD DRWING NOS. 200 ND PRIME COT (SEE NOTE 7) 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. UNDERGROUND DRY UTILITIES SHOULD BE PLCED IN UTILITY CORRIDOR UNDER THE SIDEWLK. 6. OVERLY 1" UTCS UNLESS OTHERWISE REQUIRED BY THE ENTITY. 7. PRIME COT IS REQUIRED WHEN SPHLT SECTION IS LESS THN 5". 7. FOG SEL IS NOT LLOWED. 501 CONCRETE SUPPLEMENTL DRWING L

26 R/W 60' "L" TYPE CURB & GUTTER SEE STNDRD DRWING NO S1 R/W 20' 10'.C. PVEMENT SEE NOTE 3 1.5' 5' 5' 2% 2% PRIME COT (SEE NOTE 6) 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. 6. PRIME COT IS REQUIRED WHEN SPHLT SECTION IS LESS THN 5". 7. FOG SEL IS NOT LLOWED. 302 GGREGTE BSE 401 BITUMINOUS PVEMENT 403 OPEN GRDE 406 PRIME COT 501 CONCRETE L SUPPLEMENTL DRWING MINOR COLLECTOR COMPLETE STREET LTERNTIVE S1

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 TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER R/W GGREGTE BSE (SEE NOTE 3) MJOR COLLECTOR 60' "L" TYPE CURB & GUTTER SEE STNDRD DRWING NO " MIN TYPE II GGREGTE BSE UNDER SIDEWLK SIDEWLK SEE STNDRD DRWING NO. 234 R/W 5' 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 NON-RESIDENTIL LOCL OR MINOR RESIDENTIL COLLECTOR.C. PVEMENT TO BE 1/2" MXIMUM BOVE LIP OF GUTTER FTER COMPCTION. PVEMENT SHLL BE FLUSH WITH LIP T SIDEWLK RMPS. PRIME COT SEE NOTE 4 GGREGTE BSE (SEE NOTE 3) 5" MIN TYPE II GGREGTE BSE UNDER SIDEWLK SIDEWLK SEE STNDRD DRWING NO. 234 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: JURISDICTION CLV CC, MES, BC NLV, HEN.C. PVEMENT SURFCE MTERIL 1-INCH UTCS (80-FT OR GRETER) FOG SEL FOG SEL ND/OR OPEN GRDE 302 GGREGTE BSE 401 BITUMINOUS PVEMENT 406 PRIME COT FOG SEL BITUMINOUS GP GRDED PVEMENT 501 CONCRETE 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) PRIME COT RESIDENTIL TWO-WY LOCL OR CUL-DE-SC (LOTS 40' WIDE OR LESS) 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) PRIME COT 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 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 " MIN TYPE I OR TYPE II GGREGTE BSE UNDER CURB ND GUTTER.C. PVEMENT SEE NOTE 2 TYPE II GGREGTE BSE SEE NOTE 2 RESIDENTIL ONE-WY (NOT LLOWED IN CLV) PRIME COT 5" MIN TYPE II GGREGTE BSE UNDER SIDEWLK. NO OBSTRUCTION LLOWED IN 3.5' SIDEWLK. SEE STNDRD DRWING NO. 234 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 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 C. PVEMENT ND BSE THICKNESS SHLL BE IN CCORDNCE TO STNDRD DRWINGS NUMBER 202 THROUGH 206.S2, WHICHEVER IS PPLICBLE. GRETER WIDTHS MY BE REQUIRED IF TRFFIC WRRNTS, S DETERMINED BY THE ENGINEER. 302 GGREGTE BSE 401 BITUMINOUS PVEMENT 406 PRIME COT 407 FOG SEL 501 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 4:1 MX 2' 2' 3'' MIN.C. PVEMENT (SEE NOTES 5 ND 7) 2% 2% 2' 2' 4' 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 40' C L R/W 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) "L" OR ROLL TYPE CURB & GUTTER. SEE STNDRD DRWING NO. 216 OR 217.S1. SEE NOTE 4 R/W 18' 40' LC 18' FOG SEL 2% R/W 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 LLOW IN CITY OF NORTH LS VEGS ONLY WITH EXPRESS WRITTEN PERMISSION FROM THE CITY ENGINEER. GGREGTE BSE 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. C SUPPLEMENTL DRWING KNUCKLE - TYPE I S1

36 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 = 30 O00'00" 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. C SUPPLEMENTL DRWING HMMERHED S1

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 WIDTH W R R-1 R-2 R-3 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" 6" 1" R CONCRETE 1/2" R 7" 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 L SUPPLEMENTL DRWING "L" TYPE CURB ND GUTTER COMPLETE STREET LTERNTIVE S1

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 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. 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

45 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

46 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 B C L M N SUPPLEMENTL DRWING TCK - ON ISLND S1

47 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

48 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

49 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. 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

50 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

51 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' MIN.* W *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

52 PROPERTY LINE ND/OR BCK OF SIDEWLK CONCRETE DRIVEWY 1/2" EXPNSION JOINT VRIES DRIVEWY PRON DEPRESSED CURB 4' 4' GUTTER PLN WEKENED PLNE JOINT VRIES 4' DEPRESSED 4' CURB BOTTOM OF CURB ELEVTION EQUL REVERSE CURVES SLOPE SHLL BE 1:8 MX. ND 1:12 MIN. PROPERTY LINE ND/OR BCK OF SIDEWLK 1/2" EXPNSION JOINT CONCRETE DRIVEWY MXIMUM SLOPE 1-1/2" PER FOOT 1" BOVE F.L. OF GUTTER 6" MIN. SECTION 6" TYPE II GGREGTE BSE 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 502 CONCRETE STRUCTURES 707 JOINT MTERIL RESIDENTIL DRIVEWY

53 PROPERTY LINE ND/OR BCK OF SIDEWLK CONCRETE DRIVEWY 1/2" EXPNSION JOINT VRIES DRIVEWY PRON DEPRESSED CURB 4' 4' GUTTER PLN WEKENED PLNE JOINT 1/2" EXPNSION JOINT BOTH SIDES VRIES 4' DEPRESSED 4' CURB REINFORCING STEEL (SEE NOTE 1) BOTTOM OF CURB ELEVTION EQUL REVERSE CURVES SLOPE SHLL BE 1:8 MX. ND 1:12 MIN. PROPERTY LINE ND/OR BCK OF SIDEWLK CONCRETE DRIVEWY 1/2" EXPNSION JOINT MXIMUM SLOPE 1-1/2" PER FOOT 1" BOVE F.L. OF GUTTER 6" MIN. (SEE NOTE 3) SEE NOTE 1 3" 2" CLER (TYP.) 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, SEE STNDRD DRWING NO GGREGTE BSE 501 CONCRETE 502 CONCRETE STRUCTURES 505 REINFORCING STEEL 707 JOINT MTERIL COMMERCIL ND INDUSTRIL DRIVEWY (OPTION )

54 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

55 1/2" EXPNSION JOINT ONLY IF BUTTING CONCRETE VRIES B 1/2" CURB FCE WEKENED PLNE JOINT BCK OF SIDEWLK CONCRETE SIDEWLK BCK OF CURB 5' R FLOWLINE 1/2" CURB FCE 36" (TYP.) PLN B SEE NOTE 1 1-1/2" 6" CONCRETE (SEE NOTE 3) 6" TYPE II GGREGTE BSE 6" 3" 6" 6" MX. VRIES 1/2" CURB FCE SEE DETIL STNDRD DRWING NO " 6" VRIES 4" 1'-6" VRIES SECTION B-B 6" MIN. TYPE II GGREGTE BSE 5" MIN. TYPE II GGREGTE BSE SECTION - 36" 1/2" EXPNSION JOINT 1/2" SLOPE SHLL BE 1:8 MX. ND 1:12 MIN. WHEELCHIR RMP CURB FCE PROFILE 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 SUPPLEMENTL DRWING COMMERCIL ND INDUSTRIL 505 REINFORCING STEEL DRIVEWY (OPTION C) 707 JOINT MTERIL S1 N

56 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

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. 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

58 BCK OF SIDEWLK LLEY TRNSITION RE 1/2" EXPNSION JOINT DRIVEWY PRON DEPRESSED CURB 4' GUTTER 4' MIN. MIN. PLN 1/2" EXPNSION JOINT BOTH SIDES 4' VRIES 4' MIN. DEPRESSED MIN. CURB REINFORCING STEEL (SEE NOTE 1) BOTTOM OF CURB ELEVTION EQUL REVERSE CURVES PROPERTY LINE ND/OR BCK OF SIDEWLK MTCH LLEY ELEV. MIN. SLOPE 1/10" PER FOOT 1" BOVE F.L. OF GUTTER 8" TYPE II GGREGTE BSE 8" MIN. (SEE NOTE 3) 3" SEE NOTE 1 2" CLER (TYP.) 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. L SUPPLEMENTL DRWING DEPRESSED LLEY DRIVEWY S1

59 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

60 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

61 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 409 CONCRETE PVEMENT 501 CONCRETE TYPE "D" JOINTS THICKENED EDGE 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 ' TYP. TYPE "D" JOINTS 195' THICKENED EDGE NOTES CONTINUED: THICKENED EDGE 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. VRIES CCORDING TO WIDTHS OF TRFFIC & PRKING LNES CONCRETE PVEMENT INTERSECTION TYPICL LYOUT 230

62 B.C. 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

63 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. 409 CONCRETE PVEMENT 501 CONCRETE 1-1/2" 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

64 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

65 SEE NOTE 2 TRFFIC FLOW WEKENED PLNE JOINTS SEE NOTE 1 10' MIN. GGREGTE BSE 4:1 CONCRETE ONLY BUSES 6:1 10' 40' (TYP.) 60' (TYP.) 30' MIN. ( TYP.) 80' MIN. BCR GUTTER CONCRETE STRUCTURES CURB SEE NOTE 3 = 14 o 02' 10" R = 25.00' CONCRETE BUS PD 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

66 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

67 (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

68 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. 60' TYP. 50' MIN. SEE NOTE 1 GUTTER 30' TYP. BCR CURB SIDEWLK SEE NOTE 2 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 GGREGTE BSE CONCRETE CONCRETE STRUCTURES PINTING TRFFIC STRIPING, PVEMENT MRKINGS... BUS STOP PLCEMENT WITHIN EXCLUSIVE RIGHT TURN LNE FOR COMMERCIL PROPERTIES

69 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

70 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

71 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% EDGE OF GUTTER P.C. 1:12 MX. FLOWLINE P.T. VRIES SEE BOVE GGREGTE BSE CONCRETE R/W ND BCK OF WLK C C 2% 1' MIN. "B" PIRED RMP IN CURB RETURN 3/4" MX. PROFILE CONCRETE STRUCTURES 5' C 2% 2% 1' MIN. "B" "" VRIES SEE BOVE NORML BCK OF WLK VRIBLE HEIGHT MONOLITHIC CURB (SEE NOTE 5) TOP OF CURB T BCK OF WLK 4" CONCRETE GGREGTE BSE SEE SIDEWLK DRWING NO. 234 FOR TRNSITION LENGTHS, SEE SHEET 4 TBLES 1 & 2 C GUTTER TRNSITION B 6" VRIES 5.0' TYP. 2% SLOPE SECTION C-C 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. SIDEWLK RMP CSE I 0" CURB FCE NO LIP PVEMENT WHEN CONSTRUCTING RMP WHERE CURB & GUTTER EXISTS, COMPLETELY REMOVE INTERFERING PORTIONS OF EXISTING CURB & GUTTER. SLOPE 1:20 MX. 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 " MIN. SEE NOTE 4 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

72 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. GGREGTE BSE CONCRETE 1' MIN. PROFILE 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 B SIDEWLK RMP WITHIN CURB RETURN SHLL BE L0CTED T THE MIDPOINT OF CURB 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. SIDEWLK RMP CSE II SHEET 2 OF 4

73 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 GGREGTE BSE CONCRETE 1' MIN. 3/4" MX. PROFILE 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

74 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

75 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

76 6" 6" MX. 4" MIN. 1" R 6" 6" 6" NO. 4 REINFORCING BRS CONTINUOUS LEVE SURFCE ROUGH IF POURED SEPRTELY JOINT SELER 10" R 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

77 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

78 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

79 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

80 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

81 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

82 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

83 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

84 * * * * * * 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) 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. 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. PINTING TRFFIC STRIPING PVEMENT MRKERS TYPICL DELINETION FOR RODWYS 100 FT. OR GRETER RIGHT-OF-WY WITH CURBSIDE SIDEWLK

85 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' 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 2 SIDEWLK 114 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 136 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

86 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

87 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

88 7' 6' 5' 11' 11' 11' 11' 5' 6' 7' BIKE LNE 6" SOLID WHITE LINE (TPE OR PINT) PRKING LNE 80 FT. STREET WITH BIKE LNE (WITH PRKING ON BOTH SIDES) 7' 14' 12' * 14' 12' * 14' 7' RISED MEDIN OR TWO-WY LEFT TURN LNE * WIDTH OF TRVEL LNE MY VRY FROM 11 FT. TO 12 FT. 80 FT. STREET WITH SHRED BIKE/VEHICLE LNE (WITHOUT PRKING/EMERGENCY LNE) 1. 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. 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 2 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 1. 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 5' 5' 2' 8' 11' 11' 5'-6' 11' 7'-8' 2' 5' 5' 5' VRIES PRKING LNE SIDEWLK SIDEWLK UTILITY (BOVE GROUND) CORRIDOR 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 6" SOLID WHITE LINE SIDEWLK SHRED PRKING/ BIKE LNE 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. 5. 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

93 20' TYP. 5' TYP. TYPE B TYPE C 3" TYPE 1 CENTERLINE 20' TYP. 5' TYP. TYPE B TYPE C NO PSSING SIDE 3" PSSING SIDE 10' 30' 2.5' TYP. 2.5' TYP. TYPE 2 CENTERLINE 40' 10' 15' 15' 3'-4" TYP. TYPE C TYPE B TYPE 3 CENTERLINE 633 PVEMENT MRKERS TYPICL CENTERLINE DELINETION

94 110' 55' 55' * 4' 8' SIDEWLK 7' * * 14' 11' 11' 10' 10' 11' 11' 14' 7' STORGE VRIES (150' MIN.) 300' TYP. STORGE ** 100' RDIUS 62.45' TYP. FOR REVERSE CURVE TPER 3' OFFSET 605' EXCLUSIVE RIGHT TURN LNE DDITIONL 10' RIGHT-OF-WY DEDICTION REQUIRED FOR EXCLUSIVE RIGHT TURN LNE 660' C L TO C L TYP. 99.5' TYP. TPER 250' RDIUS 200' RDIUS SYMMETRICL REVERSE CURVES ' TYP. TPER ** SYMMETRICL REVERSE CURVE (STRIGHT LINE TPER MY BE SUBSTITUTED S PPROVED BY ENGINEER) 225' TYP. TRNSITION 45:1 45:1 * * 7' 14' 11' 11' 10' 11' 11' 14' 7' * FOR RODWYS WITH DEDICTED BIKE LNE, REDUCE MEDIN WIDTH TO 2 FT. ND OUTSIDE TRVEL LNES TO 11 FT. * 4' * * 14' 11' 11' 14' 11' 11' 14' 100' TYPICL LNE CONFIGURTION FOR MJOR STREET INTERSECTIONS ND MEDIN DETIL CSE I - WITH CURBSIDE SIDEWLK SHEET 1 OF 2

95 110' 55' 55' * 4' 8' SIDEWLK 7' * * 14' 11' 11' 10' 10' 11' 11' 14' 7' STORGE VRIES (150' MIN.) 300' TYP. STORGE ** 100' RDIUS 62.45' TYP. FOR REVERSE CURVE TPER EXCLUSIVE RIGHT TURN LNE DDITIONL 10' RIGHT-OF-WY DEDICTION REQUIRED FOR EXCLUSIVE RIGHT TURN LNE 605' 50' TYP. * SYMMETRICL REVERSE CURVE (STRIGHT LINE TPER MY BE SUBSTITUTED S PPROVED BY ENGINEER) VRIES 225' TYP. TRNSITION 45:1 45:1 * * 7' 14' 11' 11' 11' 11' 14' 7' * FOR RODWYS WITH DEDICTED BIKE LNE, REDUCE TWO-WY LEFT LNE TO 12 FT., MEDIN ISLND TO 2 FT. ND OUTSIDE TRVEL LNES TO 11 FT. * 14' 11' 11' * 14' 11' 11' * 14' 100' TYPICL LNE CONFIGURTION FOR MJOR STREET INTERSECTIONS ND MEDIN DETIL CSE II - WITH CURBSIDE SIDEWLK SHEET 2 OF 2

96 124' 62' 62' 4' 8' SIDEWLK 5' 7' 5' 11' 11' 11' 10' 10' 11' 11' 11' 5' 7' 5' STORGE VRIES (150' MIN.) 300' TYP. STORGE BIKE LNE * 100' 62.45' TYP. RDIUS FOR REVERSE CURVE TPER 3' OFFSET 605' EXCLUSIVE RIGHT TURN LNE DDITIONL 10' RIGHT-OF-WY DEDICTION REQUIRED FOR EXCLUSIVE RIGHT TURN LNE 660' L C TO C L TYP. 99.5' TYP. TPER 250' RDIUS 200' RDIUS SYMMETRICL REVERSE CURVES ' TYP. TPER * SYMMETRICL REVERSE CURVE (STRIGHT LINE TPER MY BE SUBSTITUTED S PPROVED BY ENGINEER) 225' TYP. TRNSITION 45:1 45:1 5' 7' 5' 11' 11' 11' 10' 11' 11' 11' 5' 7' 5' 5' 11' 11' 11' 14' 11' 11' 11' 5' 4' BIKE LNE SIDEWLK BUFFER 1. SIDEWLK SHOULD BE OFFSET THROUGH THE INTERESECTION WITH CURB RMP CONNECTING THE SIDEWLK TO THE CROSSWLK. NO BOVE GROUND OBJECTS SHLL BE PLCED WITHIN THE SIDEWLK. CONTCT THE LOCL JURISDICTION FOR DEVELOPMENT REQUIREMENTS FOR THE RE BETWEEN THE CURB ND SIDEWLK. 114' TYPICL LNE CONFIGURTION FOR MJOR STREET INTERSECTIONS ND MEDIN DETIL CSE I - WITH OFFSET SIDEWLK SHEET 1 OF 2

97 124' 62' 62' 4' 8' SIDEWLK 5' 7' 5' 11' 11' 11' 10' 10' 11' 11' 11' 5' 7' 5' STORGE VRIES (150' MIN.) 300' TYP. STORGE BIKE LNE * 100' RDIUS 62.45' TYP. FOR REVERSE CURVE TPER EXCLUSIVE RIGHT TURN LNE DDITIONL 10' RIGHT-OF-WY DEDICTION REQUIRED FOR EXCLUSIVE RIGHT TURN LNE 605' 50' TYP. BIKE LNE * SYMMETRICL REVERSE CURVE (STRIGHT LINE TPER MY BE SUBSTITUTED S PPROVED BY ENGINEER) VRIES 225' TYP. TRNSITION 45:1 45:1 BUFFER 5' 7' 11' 11' 11' 11' 11' 11' 7' 5' 5' 11' 11' 11' 14' 11' 11' 11' 5' 114' 1. BIKE LNE SIDEWLK SIDEWLK SHOULD BE OFFSET THROUGH THE INTERESECTION WITH CURB RMP CONNECTING THE SIDEWLK TO THE CROSSWLK. NO BOVE GROUND OBJECTS SHLL BE PLCED WITHIN THE SIDEWLK. CONTCT THE LOCL JURISDICTION FOR DEVELOPMENT REQUIREMENTS FOR THE RE BETWEEN THE CURB ND SIDEWLK. TYPICL LNE CONFIGURTION FOR MJOR STREET INTERSECTIONS ND MEDIN DETIL CSE II - WITH OFFSET SIDEWLK SHEET 2 OF 2

98 L SEE DETIL "B" SHT. 2 THIS DRWING NO. FORM ENTIRE ISLND USING RISED PVEMENT MRKER PTTERN FOR TRNSITION RE T OR L = (W OR X)S 2 (DESIGN SPEED MPH OR LESS) = (W OR X)S (DESIGN SPEED 45 MPH OR GRETER) W X T (300' TYP.) 144' STORGE LNE TYP. SEE DETIL "" SHT. 2 THIS DRWING NO. TYPE "F" BEGINNING OF LNE TRNSITION END 4 LNE RISED PVEMENT MRKER PTTERN TYPE "" 3' TYP. 4' TYP. C L NOTE: SEE SHEET 3 THIS DRWING NUMBER IF PTTERN IS TO BE USED T GORE POINT TO DIVIDE TRFFIC MOVING IN SME DIRECTION. 628 PINTING TRFFIC STRIPING 633 PVEMENT MRKERS TYPICL LNE DELINETION IN TRNSITION SECTIONS SHEET 1 OF 3

99 TPE 24" WIDE YELLOW STRIPES T 25' O.C. INSIDE MEDIN PTTERN 5' 20' TYPICL 45 SOLID YELLOW TPE 5' TYPE "C" 5' TYPE "B" 3" 3" 45 DETIL "" DETIL "B" NOTE: PINT MY BE USED IN LIEU OF TPE ND/OR RISED PVEMENT MRKERS T THE DISCRETION OF THE ENGINEER. 628 PINTING TRFFIC STRIPING 633 PVEMENT MRKERS DETILS FOR TYPICL LNE DELINETION IN TRNSITION SECTIONS SHEET 2 OF 3

100 TRFFIC DIRECTION TRFFIC DIRECTION TRFFIC DIRECTION TRFFIC DIRECTION SOLID TPE OR PINT (WHITE) 5' 5' 45 8" STRIPE TPE OR PINT (WHITE) 45 25' 24" CHEVRON MRKING TPE OR PINT (WHITE) PVEMENT MRKER DETIL TPE OR PINT DETIL 628 PINTING TRFFIC STRIPING 633 PVEMENT MRKERS TYPICL LNE DELINETION IN TRNSITION SECTIONS WHERE TRFFIC FLOW IN SME DIRECTION SHEET 3 OF 3

101 SEE NOTE 2 PC PC SEE NOTE 4 R3-7R (SEE NOTE 3) TURN LNE LEGENDS (TYP.) 6" SOLID WHITE LINE (SEE NOTE 2) 10' 6" X 2' SKIP LINE 8' ON CENTER (SEE NOTE 2) 6" SOLID WHITE LINE (SEE NOTE 2) SEE NOTE 2 R3-7R (SEE NOTE 3) SIDEWLK UTILITY (BOVE GROUND) CORRIDOR (IF PPLICBLE) R ' RIGHT LNE R3-17 TRVEL LNES 1. STORGE LENGTH TO BE DETERMINED BY TRFFIC ENGINEER. 2. SEE DRWING NO FOR BIKE LNE LEGEND ND SIGNGE. 3. WHERE DDITIONL MOTORIST GUIDNCE IS DEEMED NECESSRY BY THE TRFFIC ENGINEER, INSTLL R3-7R SIGN ND RROW SYMBOL PVEMENT MRKINGS FOR THE LENGTH OF THE STORGE LINE. PPROVED TYPE II PVEMENT MRKING FILM SHLL BE USED FOR SYMBOL MRKINGS. 4. SEE DRWING NO. 246 NOTE 1 FOR STNDRD PVEMENT MRKERS DDED TURN LNE. 628 PINTING TRFFIC STRIPING 633 PVEMENT MRKERS BICYCLE LNE PPROCH TO INTERSECTION WITH EXCLUSIVE RIGHT TURN LNE

102 6" SOLID WHITE LINE (SEE NOTE 2) R3-7R (SEE NOTE 3) SEE NOTE 4 TURN LNE LEGENDS (TYP.) W11-1 W ' 14' MIN. 10' R3-7R (SEE NOTE 3) SHRE THE ROD UTILITY (BOVE GROUND) CORRIDOR (IF PPLICBLE) W ' 14' MIN. SHRE THE ROD W16-1 UTILITY (BOVE GROUND) CORRIDOR (IF PPLICBLE) SIDEWLK SIDEWLK 6" SOLID WHITE LINE (SEE NOTE 2) 6" SOLID WHITE LINE (SEE NOTE 2) R3-16a, (OPTIONL) R3-16a, (OPTIONL) TRVEL LNES TRVEL LNES WITH EXCLUSIVE RIGHT-TURN LNE WITHOUT EXCLUSIVE RIGHT-TURN LNE 1. STORGE LENGTH TO BE DETERMINED BY TRFFIC ENGINEER. 2. SEE DRWING NUMBER FOR BIKE LNE LEGEND ND SIGNGE. 3. WHERE DDITIONL MOTORIST GUIDNCE IS DEEMED NECESSRY BY THE ENGINEER, INSTLL R3-7R SIGN ND RROW SYMBOL PVEMENT MRKINGS FOR THE LENGTH OF THE STORGE LINE. PPROVED TYPE II PVEMENT MRKING FILM SHLL BE USED FOR SYMBOL MRKINGS. 4. SEE DWG. 246 NOTE 1 FOR STNDRD PVEMENT MRKERS DDED TURN LNE. 5. THE BOVE DETIL SHOULD BE FOLLOWED IN SITUTIONS WHERE THERE IS NOT DEQUTE SPCE TO PROVIDE SEPRTE BICYCLE LNE. 628 PINTING TRFFIC STRIPING 633 PVEMENT MRKERS BICYCLE LNE TRNSITION TO SHRED LNE T INTERSECTION

103 6" SOLID WHITE LINE (SEE NOTE 2) R3-7R 6" X 2' SKIP LINE 8' ON CENTER (SEE NOTE 2) STORGE LNE (SEE NOTE 3) 10' 4' MIN. 80' TURN LNE LEGENDS (TYP.) R3-7R (SEE NOTE 3) 80' 100' 6" SOLID WHITE LINE (SEE NOTE 2) 11' MIN. 150' RIGHT LNE TRVEL LNES R3-17 (SEE NOTE 3) 1. FORCED RIGHT-TURN LNES ND LONG RIGHT TURN POCKETS RE NOT DESIRBLE FOR BICYCLISTS ND SHOULD BE VOIDED WHEN POSSIBLE. 2. SEE DRWING NO FOR BIKE LNE DELINETION, LEGEND, ND SIGNGE DETILS. 3. SEE DRWING NO FOR DETILS ON THE FORCED TURN LNE PINTING TRFFIC STRIPING PVEMENT MRKERS BICYCLE LNE T RIGHT TURN DROP LNE

104 S PPLICBLE 6" SOLID WHITE LINE (SEE NOTE 2) SIDEWLK UTILITY (BOVE GROUND) CORRIDOR (IF PPLICBLE) BIKE LNE TRVEL LNES SOLID BICYCLE LNE STRIPE SHOULD CONTINUE CROSS DRIVEWY CCESS POINTS. SEE DRWING NO FOR BIKE LNE LEGEND ND SIGNGE DETILS. 628 PINTING TRFFIC STRIPING 633 PVEMENT MRKERS BICYCLE LNE DELINETION T PPROCH TO INTERSECTION WITHOUT EXCLUSIVE RIGHT TURN LNE

105 UTILITY (BOVE GROUND) CORRIDOR (IF PPLICBLE) SIDEWLK SEE NOTE 1 RIGHT LNE 6" SOLID WHITE LINE (SEE NOTE 1) R ' PC TRVEL LNES PC SEE DRWING NUMBER FOR BIKE LNE LEGEND ND SIGNGE DETILS. USE 2 FOOT LONG SKIP LINE, 8 FEET ON CENTER, FOR LOCTIONS WITH BUS STOPS. FOR TYPICL BUS STOP, TRNSITION FROM SOLID LINE TO SKIP LINE FOR 150 FEET CENTERED ON BUS STOP. 628 PINTING TRFFIC STRIPING 633 PVEMENT MRKERS BICYCLE LNE DEPRTURE FROM INTERSECTIONS

106 SEE NOTE 2 SEE NOTE 2 SEE NOTE 3 10' 32' TYPE F TYPE 3" 1'-6" 1'-6" 20' 20' 6' 6' DROP LINE PTTERN LENGTH SEE TBLE STORGE LNE LINE SEE NOTE 1 TYP. DROP LINE LENGTHS POSTED SPEED (MPH) LENGTH (FT) FORCED LEFT TURN LNE ' DROP LINE PTTERN LENGTH SEE TBLE 20' 20' 20' STORGE LNE LENGTH SEE NOTE 1 8" STORGE LNE LINE SEE NOTE 6 SEE NOTE 5 SEE NOTE 2 32' 8" x 3' SKIP LINE SEE NOTE 6 SEE NOTE SEE NOTE 3 FORCED RIGHT TURN LNE THE MINIMUM LENGTH OF STORGE LINE IS 250 FT. ON RTERILS ND 150 FT. ON LL OTHERS. MINIMUM OF 2@ R3-7R OR R3-7L SIGNS SHLL BE INSTLLED IN DVNCE OF THE INTERSECTION T DISTNCES PPROVED BY THE ENGINEER. RECOMMENDED LOCTIONS RE SHOWN BOVE. ONE SET OF PVEMENT MRKINGS CONTINING ONE RROW SYMBOL ND ONE "ONLY" SYMBOL SHLL BE PLCED T THE BEGINNING OF THE DROP LNE. WHERE DDITIONL MOTORIST GUIDNCE IS DEEMED NECESSRY BY THE ENGINEER, DDITIONL RROW ND "ONLY" SYMBOL PVEMENT MRKINGS ND OVERHED MOUNTED R3-5 SIGNS MY BE INSTLLED. SYMBOLS SHLL BE PPROVED TYPE II PVEMENT MRKING FILM. PPROVED TYPE I PVEMENT MRKING FILM OR RISED PVEMENT MRKERS MY BE USED FOR DDITIONL GUIDNCE T THE DISCRETION OF THE ENGINEER. STORGE LNE LINE ND SKIP LINES SHLL BE PPROVED TYPE I PVEMENT MRKING FILM OR IF PPROVED BY THE ENGINEER, RISED PVEMENT MRKERS MY BE USED. 10' CURB LINE EXTENDED 633 PVEMENT MRKERS 628 PINTING TRFFIC STRIPING, PVEMENT MRKINGS STNDRD PVEMENT MRKERS FORCED TURN LNE

107 TRNSITION STORGE LENGTH (L) (100 FT. TYP.) 4 IN. WIDE EDGE LINE SEE NOTE 3 SYMMETRICL REVERSE CURVE 1/3 L 2/3 L (SEE NOTE 1) 6 IN. WIDE STORGE LNE LINE SEE NOTE 3 EMERGENCY STOPPING/ PRKING LNE 32' SEE NOTE 2 CURB ND GUTTER 50 FT. RDIUS MIN. SEE NOTE 4 SEE NOTE 4 10' REVERSE CURVE TRNSITION 4:1 TRNSITION STORGE LENGTH (L) (100 FT. TYP.) 4 IN. WIDE EDGE LINE SEE NOTE 3 1/3 L 2/3 L (SEE NOTE 1) 6 IN. WIDE STORGE LNE LINE SEE NOTE 3 EMERGENCY STOPPING/ PRKING LNE 32' SEE NOTE 2 CURB ND GUTTER SEE NOTE 4 SEE NOTE 4 10' STRIGHT TRNSITION LENGTH OF STORGE LNE LINE IS TWO THIRDS OF THE TURN LNE STORGE LENGTH. WHERE DDITIONL MOTORIST GUIDNCE IS DEEMED NECESSRY BY THE ENGINEER, INSTLL RROW SYMBOL PVEMENT MRKINGS FOR THE LENGTH OF THE STORGE LINE. PVEMENT MRKINGS SHLL BE TYPE I TPE OR PINT S DIRECTED BY THE ENGINEER. INSTLL "NO PRKING" SIGNS FOR ENTIRE LENGTH OF TURN LNE. WHERE DDITIONL MOTORIST GUIDNCE IS DEEMED NECESSRY BY THE ENGINEER, INSTLL R3-7R SIGNS. 633 PVEMENT MRKERS PVEMENT MRKING ND SIGNGE RIGHT TURN LNE T MINOR INTERSECTIONS (RTERILS WITH EMERGENCY/PRKING LNE)

108 SEE NOTE 2 TYPE F 32' TYPE SEE TYP. LEFT TURN MEDIN DETIL BELOW 6' SEE NOTE 1 DDED LEFT TURN LNE CONCRETE C L 8' 250' RDIUS 250' RDIUS SYMMETRICL REVERSE CURVE 3' TYP. 4' TYP. TYPICL LEFT TURN MEDIN DETIL SEE NOTE 1 8" STORGE LNE LINE SEE NOTE 4 SEE NOTE 3 32' SEE NOTE SEE NOTE 2 DDED RIGHT TURN LNE SEE NOTE 2 LENGTH OF STORGE LINE IS TWO THIRDS OF THE DDED TURN BY. (MIN. 100') WHERE DDITIONL MOTORIST GUIDNCE IS DEEMED NECESSRY BY THE ENGINEER, INSTLL R3-7R SIGN ND RROW SYMBOL PVEMENT MRKINGS FOR THE LENGTH OF THE STORGE LINE. SYMBOLS SHLL BE PPROVED TYPE II PVEMENT MRKING FILM. PPROVED TYPE II PVEMENT MRKING FILM OR RISED PVEMENT MRKERS MY BE USED FOR DDITIONL GUIDNCE T THE DISCRETION OF THE ENGINEER. STORGE LNE LINE SHLL BE PPROVED TYPE I PVEMENT MRKING FILM OR IF PPROVED BY THE ENGINEER, RISED PVEMENT MRKERS MY BE USED. 10' CURB LINE EXTENDED 633 PVEMENT MRKERS 628 PINTING TRFFIC STRIPING, PVEMENT MRKINGS... STNDRD PVEMENT MRKERS DDED TURN LNE

109 0.12" TYPE & B MRKER DETIL (NON-REFLECTIVE) 4" 0.630" TO 0.750" 0.12" 3" MIN. 45 MX. TYPE C, D, E & F MRKER DETIL (REFLECTIVE) 4" 0.725" MX. LNE MRKER SCHEDULE TYPE TYPE B TYPE C TYPE D TYPE E TYPE F CIRCULR WHITE CERMIC MRKER CIRCULR YELLOW CERMIC MRKER TWO WY YELLOW REFLECTOR ONE WY YELLOW REFLECTOR, YELLOW TOWRD ONCOMING TRFFIC ONE WY WHITE REFLECTOR, WHITE TOWRD ONCOMING TRFFIC TWO WY WHITE ND RED REFLECTOR, WHITE TOWRD ONCOMING TRFFIC 633 PVEMENT MRKERS MRKER DETILS ND LNE MRKER SCHEDULE

110 REFLECTIVE MRKER DHESIVE P.C. P.T. PVEMENT MEDIN SURFCE REFLECTIVE PINT (SEE NOTE 1) REFLECTIVE MRKERS (SEE SPCING TBLE) CURB (OF NY TYPE) PLN SECTION - SPCING TBLE "W" NUMBER OR REFLECTORS PER MEDIN NOSE * 1.0' TO 2.0' 3 2.0' TO 3.0' 4 3.0' TO 4.0' 4.0' & GRETER 5 1 ECH FOR EVERY 1.0' OF CURB LENGTH * 1 MRKER ECH SHLL BE PLCED ON THE P.C. ND THE P.T. OF THE MEDIN NOSE; LL OTHERS SPCED EQULLY BETWEEN P.T. & P.C ENTIRE MEDIN SHLL BE PINTED WITH REFLECTIVE PINT, OF SME COLOR S REFLECTIVE MRKERS, FROM THE MEDIN NOSE BCK 5 FEET OR TO THE P.C., WHICHEVER IS GRETER. REFLECTIVE PVEMENT MRKERS USED ON MEDIN SHLL CONFORM TO STNDRD DRWING NO ORIENTTION OF THE REFLECTIVE MRKERS FCES SHLL BE MDE IN THE FIELD TO ENSURE THT MRKERS RE IMED T PPROCHING VEHICLES TO BEST DVNTGE, ESPECILLY IN HORIZONTLLY CURVED ROD SECTIONS. 628 PINTING TRFFIC STRIPING 633 REFLECTIVE PVEMENT MRKERS MEDIN NOSE MRKINGS

111 URBN INSTLLTIONS SEE NOTE 9 RURL INSTLLTIONS (NO LNDSCPING) NOTE: TTCH SIGNS TO POST WITH 3/8" DI. DRIVE RIVETS ND WSHERS. SEE NOTES 6 & 8. 7'-0" 2" SIGN POST (1-3/4" CCEPTBLE FOR SIGNS SMLLER THN 30" x 30") 7'-0" TOP OF SIDEWLK OR 24"x24"x4" CONCRETE PD SEE NOTE 3 3" MIN 4" MX TOP OF NCHOR ND SLEEVE 3" MIN 4" MX GROUND SURFCE DO NOT SET SIGN NCHORS IN CONCRETE - CONCRETE SIDEWLK/PD IS TO BE DRILLED WITH HOLE REMINING OPEN ROUND THE NCHOR 2-1/2"x18" SLEEVE (2-1/4" FOR 1-3/4" POST) 2-1/4"x30" NCHOR (2" FOR 1-3/4" POST) 26" MIN 27" MX NOTE: DO NOT SET NCHORS IN CONCRETE LL COMPONENTS SHLL BE MINIMUM 12 G. SQURE POST WITH 7/16" PUNCHED THRU 1" ON CENTER, ON LL FOUR SIDES. NCHORS SHLL BE TWO PIECE BREKWY NCHORS. TTCH NCHOR ND SLEEVE TOGETHER PRIOR TO DRIVING INTO GROUND. LEVE T LEST TWO HOLES, BUT NO MORE THN THREE HOLES BOVE GROUND OR BOVE SIDEWLK. FOR SIDEWLK INSTLLTION, DRILL SIDEWLK ND CONCRETE PD INSTLLTION, DRILL 3" TO 4" DI. HOLE (DEPENDENT UPON NCHOR SIZE), THE CENTER TO BE 6" FROM THE BCK OF SIDEWLK. TTCH POST TO NCHORING SYSTEM BY USING T LEST TWO 3/8" DI. DRIVE RIVETS. PROVIDE 4" MINIMUM LP BETWEEN BOTTOM OF POST ND THE BOTTOM OF THE NCHOR/SLEEVE SSEMBLY. SIGNS LRGER THN 24"x30" REQUIRE 3/8" x 1-1/2" FENDER WSHERS UNDER DRIVE RIVETS. "U-CHNNEL" POSTS RE NOT CCEPTBLE. BOLTS IN LIEU OF DRIVE RIVETS RE NOT CCEPTBLE. LL URBN SIGN INSTLLTIONS RE TO BE INSTLLED IN CONCRETE SIDEWLK, OR IN CONCRETE PD (24"x24"x4") WHEN NO SIDEWLK EXISTS. 10. INSTLLTION OF SIGNS SHLL MEET LTEST D REQUIREMENTS. 11. SIGNS SHLL HVE STICKER T THE BCK WITH THE NME OF THE CONTRCTOR ND THE OF INSTLLTION. 631 STREET NME SIGNS SIGN INSTLLTION DETIL

112 TTCH STREET NME SIGNS TO POST WITH 3/8" DI. DRIVE RIVETS SIGNS ON END: 1-3/4" SQURE TO SLIP INSIDE 2" POST LENGTH = SIGN HEIGHT + 4" POP-RIVET ENDS OF SIGN 10' 0" 2" SIGN POST TOP OF SIDEWLK 2" SEE NOTE 3 TOP OF NCHOR ND SLEEVE 2" GROUND SURFCE 2-1/4" X 18" NCHOR 2-1/2" X 18" SLEEVE 28" 2-1/4" X 30" NCHOR M LL COMPONENTS SHLL BE SQURE POST, PERFORTED ON LL FOUR SIDES. TTCH NCHOR ND SLEEVE TOGETHER PRIOR TO DRIVING INTO GROUND. LEVE T LEST ONE HOLE, BUT NO MORE THN TWO, BOVE GROUND OR BOVE SIDEWLK. FOR SIDEWLK INSTLLTION, DRILL SIDEWLK WITH 3" HOLE, THE CENTER TO BE 6" FROM BCK OF SIDEWLK. TTCH POST TO NCHORING SYSTEM BY USING T LEST TWO 3/8" DI. DRIVE RIVETS. PROVIDE 4" MINIMUM LP BETWEEN POST ND THE NCHOR/SLEEVE SSEMBLY. LL STREET NME SIGNS SHLL BE 9 INCH STNDRD IN THE CITY OF MESQUITE ONLY. 631 STREET NME SIGNS STNDRD STREET NME SIGN POST INSTLLTION

113 1/2" 1-1/2" 4" (MIN.) 2" (MIN.) 2" 3" 6" 4-1/2" 2" 3" 2" 2" 12" (MJOR STREETS) 2" N3" 6" (MIN.) 1" 3" 2" 2" 1" 4-1/2" 3" 1" 9" (MINOR STREETS) N 1. SIGN SHLL BE WHITE LETTERS ND NUMBERS ON GREEN BCKGROUND. (THE CITY OF NORTH LS VEGS BCKGROUND IS BLUE.) CUT-OUT LETTERS ND NUMBERS RE NOT CCEPTBLE (EXCEPT FOR THE BLOCK NUMBER). 2. REFLECTIVE SHEETING MTERIL SHLL BE TYPE XI. 3. PRIMRY COPY FOR 9" ND 12" SIGNS SHLL BE 6" SERIES 'C' UPPERCSE WITH 4 1/2' SERIES 'C' LOWERCSE; HOWEVER, WHEN DESCENDERS RE REQUIRED ON 9" SIGNS, PRIMRY COPY SHLL BE 5 1/2". ORDINL, SUFFIX ND BLOCK NUMBER SHLL BE 3" SERIES 'C' UPPERCSE. (ORDINL MY BE OMITTED FROM 12" SIGNS, EXCEPT IN CLRK COUNTY.) SPCING BETWEEN LETTERS SHLL BE S ON SHEET 2 OF THIS DRWING. 4. THE SIGN SHLL HVE MINIMUM LENGTH OF 30". WHERE EXTR LENGTH IS REQUIRED, IT SHLL BE PROVIDED IN 6" INCREMENTS. GROUND MOUNTED SIGNS SHLL HVE MXIMUM LENGTH OF 42". 5. BOTH SIGNS PLCED ON MJOR STREETS WITH RIGHTS-OF-WY 80' OR GRETER SHLL HVE HEIGHT OF 12"; SIGNS PLCED ON MINOR STREETS WITH RIGHTS-OF-WY OF LESS THN 80' SHLL HVE HEIGHT OF 9" " SIGNS SHLL HVE 1/2" WHITE BORDER T THE EDGE. 7. SIGN BLNKS SHLL HVE ROUNDED CORNERS STREET NME SIGNS SIGN MTERILS STREET NME SIGNS FCE COPY 07/01/ SHEET 1 OF 2

114 SPCING OF STREET NME SIGN LEGENDS SPCING FOR STREET NME SIGN LEGENDS SHLL BE OBTINED BY MODIFICTION TO THE REQUIREMENTS OF THE FHW STNDRD SPCING CHRT FOR 6" UPPERCSE LETTERS. THE FOLLOWING STEPS SHLL BE USED TO DETERMINE REQUIRED SPCING: 1. SIGN LYOUT COMPUTER SOFTWRE SHLL BE EVLUTED TO DETERMINE THE "CORRECTION FCTOR" NECESSRY FOR LYOUT SOFTWRE LETTER SPCING TO BE PPROXIMTELY EQUL TO THE FHW STNDRD SPCING FOR UPPERCSE LETTERS. 2. CORRECTION FCTOR SHLL BE USED TO DJUST THE SPCING FOR THE LOWERCSE LETTERS. 3. SPCING FOR STREET NME SIGN LEGENDS SHLL BE EQUL TO 110% OF THE "CORRECTED" LYOUT SOFTWRE LETTER SPCING. (SME STEPS RE TO BE FOLLOWED WHEN FONT SIZE OF LEGEND IS REDUCED IN ORDER NOT TO EXCEED THE MXIMUM LENGTH LIMITTIONS.) IF LEGEND SPCED CCORDING TO RECOMMENDED PROCEDURE BOVE EXCEEDS THE MXIMUM LLOWBLE SIGN LENGTH (42" FOR GROUND-MOUNTED), THE FOLLOWING CTIONS, LISTED IN PRIORITY ORDER, SHLL BE TKEN TO REDUCE LENGTH OF THE SIGNBLNK.. REDUCE THE FONT TO 5 1/2" SERIES 'C'. B. REDUCE THE SPCING TO 100% OF THE "FEDERL STNDRD". C. REDUCE THE FONT TO 5 1/2" SERIES "B". D. CONSIDER BBREVITING NY LEGEND WORDS WHICH RE EXTREMELY COMMON (I.E., "MTN" FOR "MOUNTIN") SUCH BBREVITIONS MUST BE PPROVED BY THE TRFFIC ENGINEER ND THE FIRE DEPRTMENT. E. REDUCE THE LEDING ND TRILING BLNK GREEN SPCE BY 50%. F. CONSTRUCT THE SIGN CCORDING TO THE STNDRD SPCING WHICH WILL BE GRETER THN 42" IN LENGTH, ND MOUNT ON STREETLIGHT POLE OR OTHER ELEVTED MOUNT S PPROVED BY THE TRFFIC ENGINEER WITH PPROPRITE SIGN BRCING ND MOUNTING HRDWRE STREET NME SIGNS SIGN MTERILS STREET NME SIGNS LETTER SPCING SHEET 2 OF 2

115 H = 9" 1 H = 12" 2 H/2 L/2 1/2" 5/8" 1-1/2" RDIUS LL 4 CORNERS 1/4" HOLE 3/8" HOLE L = 30" MIN. (42" MX. FOR GROUND-MOUNTED SIGNS) LUMINUM BLNK 5052-H38 OR 6061-T6, HET-TRETED, HIGH TENSILE, DEGRESED ND LODINE 1200 FINISH. THICKNESS TO BE 0.080" FOR SIGNS LESS THN 36" ND 0.100" FOR SIGNS 36" ND LONGER. NOTE: 1. FOR SIGN FCE SPECIFICTIONS SEE STNDRD DRWING NO STREET NME SIGNS SIGN MTERILS STREET NME SIGN BLNKS

116 10' MX. 10' MX. POST TOP REINFORCING TENSION WIRE (TOP RIL OPTIONL) POST TOP LINE POST H = HEIGHT SHOWN ON PLNS H < 72" FITTING LINE POST GLV. CHIN LINK, 2" MESH 11 G. REINFORCING TENSION WIRE HORIZONL BRCE STRETCHER BR CORNER OR END POST FSTENER 2'-6" 2" GROUND LINE CROWN FOR DRINGE CONCRETE 3'-0" 9" DI. CONCRETE 9" DI. 1. FENCING SHLL BE CHIN LINK ND SHLL CONSIST OF GLVNIZED CHIN LINK FBRIC ON STEEL POSTS. BRB WIRE (IF SPECIFIED) 2 STRND, 12 G., 4 PT. EXTENSION RM () (B) (C) (D) LL POSTS TOPS SHLL BE FITTED WITH SUITBLE FINILS. BRCES SHLL BE SPCED PPROXIMTELY 12" BELOW TOP OF TERMINL POSTS ND SHLL EXTEND FROM END, GTE, OR CORNER POSTS TO FIRST DJCENT LINE POST. LL FITTINGS SHLL BE HOT-DIPPED GLVNIZED MLLEBLE, CST IRON, OR PRESSED STEEL. TOP ND BOTTOM SELVGES OF THE FENCE SHLL HVE TWISTED ND BRBED FINISH. 2. BRBED WIRE, EXTENSION RMS, ND TOP HORIZONTL RILS SHLL BE INSTLLED ONLY WHEN SHOWN ON THE PLNS ND/OR CLLED FOR IN THE SPECIL PROVISIONS. TBLE I FOR CHIN LINK FENCE 72" ND LESS LOCTION MIN. SIZE MIN. WEIGHT EXTENSION RM & BRBED WIRE END, CORNER & PULL O.D LINE 2.00 O.D BRCES O.D TOP RIL O.D CONCRETE 616 FENCING CHIN LINK FENCE (72 INCH HIGH OR LESS)

117 GTE SWING POST TOP HINGE O (180 SWING) STEEL DROP BR ( 1/2" 0 ) 10' - 20' FRME MEMBERS TYPICL (2" 2.72 # / FT.) CHIN LINK FBRIC TRUSS RODS TRUSS RODS STRETCHER RODS H = HEIGHT SHOWN ON PLNS CONCRETE BOTTOM HINGE O (180 SWING) 18" 12" DI. TRUSS ROD-TYP. (3/8" ROUND ROD W/TKE-UP) 12" DI. 3'-0" 2" CLER DOUBLE SWING GTE TRUSS RODS CHIN LINK FBRIC 10' MX. GTE SWING POST O TOP HINGE (90 SWING) FBRIC BND H = HEIGHT SHOWN ON PLNS BOTTOM HINGE O (90 SWING) 3'-0" 12" DI. SINGLE GTE GTE SWING POST DI. GTE SIZE PIPE DI. 6' ND LESS 6' - 10' 3"O.D LBS./FT. 4"O.D LBS./FT. 501 CONCRETE 616 FENCING CHIN LINK GTES

118 48" MIN. TYPICL MRKING CURB RMP IN MIDDLE OF CURB RETURN 3' MIN. CURB LINE PROJECTED (TYP.) 48" MIN. OPTIONL DETIL NOTE: USE MRKING PER OPTIONL DETIL IF NECESSRY TO OBTIN 3' MINIMUM CLERNCE BETWEEN CROSSWLK ND CURB LINE PROJECTED. TYPICL MRKING CURB RMP DJOINING CURB RETURN B H L M N SUPPLEMENTL DRWING CROSSWLK MRKINGS - TYPE II S1

119 3' MIN 5' TYP 10' TYP MEDIN 2' TYP ISLND (S PPLICBLE) LNE LINES 4' MIN 2' TYP 2' WIDE BRS TO BE CENTERED BETWEEN LNE LINES ND ON LNE LINES (TYP) TYPICL CROSSWLK STRIPING DETIL CROSSWLK MRKINGS - TYPE I

120 3' MIN. 5' MIN. 10' MIN. (SEE NOTE 1) 3' MIN. SHRED USE PTH 2" MIN. C 3' MIN. 1:6 MX. SLOPE RIGHT-OF-WY RODWY 5' MIN. 3' MIN. 4" MIN. TYPE II GGREGTE SHRED USE PTH 10' MIN FOOT WIDTH IS RECOMMENDED. 10 FOOT WIDTH IS LLOWBLE LONG PTH PRLLEL TO RODWY OR WHERE SPCE IS LIMITED. PVEMENT ND BSE DEPTH WILL VRY BSED ON SOIL CONDITIONS. PORTLND CEMENT CONCRETE (PCC) MY BE USED INSTED OF SPHLT ND PCC MY BE REQUIRED BY THE LOCL JURISDICTION. 2. SEE DRWING NUMBER 255 FOR SHRED USE PTH NOT LONG RODWY SEE THE GUIDE FOR THE DEVELOPMENT OF BICYCLE FCILITIES, SSHTO 1999, ND THE MNUL OF UNIFORM TRFFIC CONTROL DEVICES FOR DDITIONL GUIDELINES ND STNDRDS. SEE LOCL JURISDICTIONS FOR LNDSCPING REQUIREMENTS. 3 FOOT LTERL CLERNCE RECOMMEDNED BETWEEN EDGE OF PTH ND FIXED OBJECT, 2 FOOT MINIMUM. 6. IF 16 FEET IS NOT VILBLE FROM THE BCK OF CURB TO THE RIGHT-OF-WY LINE, BICYCLE LNE/ROUTE ND THE SIDEWLK WILL SUBSTITUTE FOR THE PTH. PLCE PTH ENDS SIGN (W9) 25 FEET IN DVNCE OF THE PTH ENDING. 628 PINTING TRFFIC STRIPING 633 PVEMENT MRKERS SHRED USE PTH LONG RODWY

121 SIDEWLK UTILITY (BOVE GROUND) CORRIDOR SIDEWLK RMP (SEE NOTE 2) UTILITY (BOVE GROUND) CORRIDOR 10' R5-6 TRVEL LNES SHRED USE PTH USE ENGINEERING JUDGEMENT TO PPLY THIS DETIL TO SIMILR SCENRIOS. SEE DRWING NO. 235, CSE III, FOR SIDEWLK RMP DETILS. 628 PINTING TRFFIC STRIPING 633 PVEMENT MRKERS TYPICL TRNSITION SECTION FROM SHRED USE PTH LONG RODWY TO SIDEWLK

122 SIGN SIZES FOR SHRED-USE PTHS MUTCD CODE SIGN MINIMUM SIGN SIZE (IN) R1-1 R1-2 R3-16, 16, 17, 17 R4-1, 2, 3, 7 R4-4 R5-3 R5-6 R7-9, 9 R9-3 R9-5, 6 R9-7 R15-1 W1-1, 2, 3, 4, 5 W1-6, 7 W2-1, 2, 3, 4, 5 W3-1, 2, 3 W5-2 W5-4 W7-5 W8-1, 2 W8-10 W10-1 W11-1 W12-2 W16-1 D1-1 D4-3 D11-1 M1-8 M1-9 M4-11, 12, 13 M7-1, 2, 3, 4, 5, 6, 7 STOP YIELD BICYCLE LNE MOVEMENT RESTRICTION BEGIN RIGHT TURN LNE YIELD TO BIKES NO MOTOR VEHICLES BICYCLE PROHIBITION NO PRKING BIKE LNE PEDESTRINS PROHIBITED BICYCLE REGULTORY SHRED-USE PTH RESTRICTION RILROD CROSSBUCK TURN ND CURVE WRNING RROW WRNING INTERSECTION WRNING STOP, YIELD, SIGNL HED ROD NRROWS BIKEWY NRROWS HILL SIGN BUMP OR DIP BICYCLE SURFCE CONDITION DVNCE GRDE CROSSING BICYCLE CROSSING LOW CLERNCE SHRE THE ROD PLQUE SUPPLEMENTL BIKE ROUTE PLQUE BICYCLE PRKING BIKE ROUTE BIKE ROUTE MRKER BIKE ROUTE MRKER SUPPLEMENTL BICYCLE ROUTE GUIDE ROUTE MRKER SUPPLEMENTL PLQUES 18 X X 24 X X X X X X X X X X X X X X X X X X X X DI. 18 X X X X 6 12 X X X X X 4 12 X 9 1. SIGN TBLE INSERTED FROM MUTCD FOR REFERENCE. SEE CURRENT MUTCD FOR UPD INFORMTION. 2. SIGNS R3-16(), R3-17(), R4-4, W5-2, ND W16-1 NOT USED FOR SHRED USE PTHS. 628 PINTING TRFFIC STRIPING 633 PVEMENT MRKERS SIGN SIZES FOR SHRED USE PTH

123 9' 4" DSHED YELLOW LINE 3' 12' CENTERLINE DELINETION PSSING PERMITTED (SEE NOTE 3) 4" SOLID YELLOW LINE CENTERLINE DELINETION PSSING PROHIBITED (SEE NOTE 3) 45' 45' 10' 9' 1' 3' 9' 4" DSHED YELLOW LINE REFLECTORIZED OBSTRUCTION (SEE NOTE 2) 4" SOLID YELLOW LINE TYPICL CENTERLINE DELINETION ROUND OBSTRUCTION 45' 45' 10' TO RODWY 1' 9' 9' 3' 4" DSHED YELLOW LINE 4" SOLID YELLOW LINE REFLECTORIZED BOLLRDS (SEE NOTE 1) 4" SOLID YELLOW LINE TYPICL CENTERLINE DELINETION T THE BEGINNING ND END OF SHRED USE PTH 1. USE BOLLRDS ONLY T LOCTIONS WHERE UNUTHORIZED CCESS IS NTICIPTED. INSTLL EITHER 1 OR 3 (5 FOOT SPCING DESIRBLE) SIX-INCH DIMETER BY 3 FT. TLL REFLECTORIZED BOLLRDS WHEN NECESSRY. CENTERLINE DELINETION SHOULD BE PROVIDED T PPROCH TO INTERSECTION EVEN WHEN BOLLRD IS NOT PROVIDED. 2. NY OBSTRUCTION IN PTH SHOULD BE REMOVED. IF OBSTRUCTION CNNOT BE REMOVED, OBSTRUCTION MUST BE REFLECTORIZED. 3. USE CENTERLINE DELINETION T PPROCHES TO INTERSECTIONS ND ROUND OSTRUCTIONS IN LL CSES. ONLY USE CENTERLINE DELINETION IN OTHER CSES WHERE CONFLICTS BETWEEN USERS TRVELING IN OPPOSITE DIRECTIONS RE NTICIPTED. 628 PINTING TRFFIC STRIPING 633 PVEMENT MRKERS DELINETION ND BOLLRED USGE ON SHRED USE PTH

124 VRIES 2' 12' (SEE NOTE 1) 2' VRIES GRDED RE SHRED USE PTH GRDED RE 3' MIN. 6' MX. 4' MIN. 5' MX. 2" MIN. C 1:6 MX SLOPE 4" MIN. TYPE II GGREGTE LNDSCPING 2' GRDED RE DECOMPOSED GRNITE RECOMMENDED SHRED USE PTH 12' WIDTH (SEE NOTE 1) LNDSCPING 2' GRDED RE DECOMPOSED GRNITE RECOMMENDED FOOT WIDTH IS RECOMMENDED. 10 FOOT WIDTH IS LLOWBLE LONG PTH PRLLEL TO RODWY OR WHERE SPCE IS LIMITED. PVEMENT ND BSE DEPTH WILL VRY BSED ON SOIL CONDITIONS. PORTLND CEMENT CONCRETE MY BE USED INSTED OF SPHLT. 2. SEE DRWING NUMBER FOR SHRED USE PTH LONG RODWY. 3. SEE THE GUIDE FOR THE DEVELOPMENT OF BICYCLE FCILITIES, SHTO 1999, ND THE MNUL OF UNIFORM TRFFIC CONTROL DEVICES FOR DDITIONL GUIDELINES ND STNDRDS. 4. SEE LOCL JURISDICTIONS FOR LNDSCPING REQUIREMENTS. 628 PINTING TRFFIC STRIPING 633 PVEMENT MRKERS SHRED USE PTH

125 BIKE LNE UTILITY CORRIDOR (IF PPLICBLE) SIDEWLK W16-1 W11-2 SEE NOTE 2 W11-2 W16-1 PC PC PC PC BIKE LNE W16-7 W11-2 SHRED USE PTH W16-1 W11-2 W11-2 W16-7 SHRED USE PTH W11-2 W TRVEL LNES USE ENGINEERING JUDGMENT TO PPLY THIS DETIL TO SIMILR SCENRIOS. SEE MUTCD TBLE 2C-4 FOR DVNCED WRNING PLCEMENT. INSTLL BOLLRDS ONLY T LOCTIONS WHERE UNUTHORIZED CCESS IS NTICIPTED. INSTLL EITHER 1 OR 3 SIX INCH DIMETER BY 3 FEET TLL BOLLRDS WHEN REQUIRED. SEE DRWING NO FOR SIGHT VISIBILITY ZONES T INTERSECTIONS. 5. CONTCT GENCY'S TRFFIC ENGINEER TO VERIFY IF GENCY PREFERS TO USE W11-1 (BICYCLE) SIGN IN PLCE OF THE W11-2 SIGN. 628 PINTING TRFFIC STRIPING PVEMENT MRKERS TYPICL SIGNGE FOR SHRED USE PTH T INTERSECTION

126 W16-1 W11-2 SEE NOTE 8 L L=WV 2 /60, WHERE V<45MPH L=WV, WHERE V>=45MPH W(OFFSET) = Y/2 X=LENGTH OF ISLND SHOULD BE 6 FT OR GRETER Y=WIDTH OF REFUGE: 6 FT=POOR 8 FT=STISFCTORY 10 FT=GOOD S=SPEED LIMIT IF SPEED LIMIT = 25 MPH, S = 25 FEET W16-7P W11-2 STREETLIGHT (SEE NOTE 10) DETECTION SHRED USE PTH R5-3 S 6" R1-1 R1-1 L X' 6' YELLOW LINE VRIES 2' Y' 12' 12' 15' VRIES 2' R=6' SIDEWLK RMP (SEE NOTE 4) R5-3 SEE NOTE 3 RISED ISLNDS (SEE NOTE 2) W11-2 W16-7P TRVEL LNES DETECTION STREETLIGHT (SEE NOTE 10) W USE ENGINEERING JUDGEMENT TO PPLY THIS DETIL TO SIMILR SCENRIOS. 2. SEE DRWING NO. 218, 248 FOR MEDIN ISLND. 15 DEGREE SKEW NGLING IN DIRECTION OF ONCOMING TRFFIC IS DESIRBLE. 3. SEE DRWING NO FOR BOLLRDS ND CENTERLINE DELINETION. 4. SEE DRWING NO. 235, CSE III, FOR SIDEWLK RMPS (USE PTH WIDTH FEET INSTED 5 FEET). 5. SEE DRWING NO. 254 ND S1 FOR CROSSWLKS. 6. SEE DRWING NO FOR SIGN SIZES FOR SHRED USE PTHS. 7. SEE DRWING NO. 245 (2 OF 3) FOR DELINETION IN TRNSITION SECTIONS. 8. SEE MUTCD FOR DVNCE PLCEMENT OF WRNING SIGNS. 9. SEE SHTO HIGHWYS ND STREETS FOR SIGHT VISBILITY ZONES (SIGHT TRINGLES). 10. SEE STREET LIGHTING SECTION. 11. CONTCT GENCY'S TRFFIC ENGINEER TO VERIFY IF GENCY PREFERS TO USE W11-1 (BICYCLE) SIGN IN PLCE OF THE W11-2 SIGN. 628 PINTING TRFFIC STRIPING PVEMENT MRKERS W16-1 SHRED USE PTH CROSSING TWO LNE RODWY

127 UTILITY (BOVE GROUND) CORRIDOR (IF PPLICBLE) BIKE LNE SIDEWLK FLSHING BECON (OPTIONL) W16-1 W11-2 SEE NOTE 8 W16-7P W ' STREETLIGHT (SEE NOTE 10) SIDEWLK RMP (SEE NOTE 4) S R=5' VIDEO DETECTION R1-1 10' 12' VRIES 2' 12' 2' 205' VRIES R1-1 SIDEWLK RMP (SEE NOTE 4) VIDEO DETECTION STREETLIGHT (SEE NOTE 10) RISED ISLNDS (SEE NOTE 2) W11-2 W16-7P TRVEL LNES USE ENGINEERING JUDGEMENT TO PPLY THIS DETIL TO SIMILR SCENRIOS. SEE DRWING NO. 218, 248, ND FOR MEDIN ISLND. SEE DRWING NO FOR BOLLRDS ND CENTERLINE STRIPING. SEE DRWING NO. 235, CSE III, FOR SIDEWLK RMPS (USE 12 FEET INSTED 5 FEET). 5. SEE DRWING NO. 254 ND S1 FOR CROSSWLKS. 6. SEE DRWING NO FOR SIGN SIZES FOR SHRED USE PTHS. 7. SEE DRWING NO. 245 (2 OF 3) FOR DELINETION IN TRNSITION SECTIONS. 8. SEE MUTCD FOR DVNCE PLCEMENT OF WRNING SIGNS. 9. SEE SHTO HIGHWYS ND STREETS FOR SIGHT VISBILITY ZONES (SIGHT TRINGLES). 10. SEE STREET LIGHTING SECTION. 11. CONTCT GENCY'S TRFFIC ENGINEER TO VERIFY IF GENCY PREFERS TO USE W11-1 (BICYCLE) SIGN IN PLCE OF THE W11-1 SIGN. W11-2 W PINTING TRFFIC STRIPING 633 PVEMENT MRKERS SHRED USE PTH CROSSING FOUR LNE RODWY

128 SIDEWLK W16-1 BIKE LNE W11-2 SEE NOTE 8 BIKE LNE UTILITY (BOVE GROUND) CORRIDOR (IF PPLICBLE) W16-7P UTILITY (BOVE GROUND) CORRIDOR (IF PPLICBLE) SIDEWLK W ' MIN. TRFFIC SIGNL (OPTIONL) 100' DETECTION R5-3 6" Y X PEDESTRIN PUSH BUTTON 12' R1-1 R1-1 SIDEWLK RMP (SEE NOTE 4) DETECTION STREETLIGHT (SEE NOTE 10) PEDESTRIN PUSH BUTTON RISED ISLNDS (SEE NOTE 2) 1' 12' 40' MIN. L * R5-3 VRIES VRIES CENTERLINE (SEE NOTE 3) 2' 12' 2' W11-2 W16-7P TRVEL LNES 1. USE ENGINEERING JUDGEMENT TO PPLY THIS DETIL TO SIMILR SCENRIOS. 2. SEE DRWING NO. 218, 248, ND FOR MEDIN ISLND. 3. SEE DRWING NO FOR BOLLRDS ND CENTERLINE STRIPING. 4. SEE DRWING NO. 235, CSE III, FOR SIDEWLK RMPS (USE 12 FEET INSTED 5 FEET). 5. SEE DRWING NO. 254 ND S1 FOR CROSSWLKS. 6. SEE DRWING NO FOR SIGN SIZES FOR SHRED USE PTHS. 7. SEE DRWING NO. 245 (2 OF 3) FOR DELINETION IN TRNSITION SECTIONS. 8. SEE MUTCD FOR DVNCE PLCEMENT OF WRNING SIGNS. 9. SEE SHTO HIGHWYS ND STREETS FOR SIGHT VISBILITY ZONES (SIGHT TRINGLES). 10. SEE STREET LIGHTING SECTION. 11. CONTCT GENCY'S TRFFIC ENGINEER TO VERIFY IF GENCY PREFERS TO USE W11-1 (BICYCLE) SIGN IN PLCE OF THE W11-1 SIGN. * L=SPEED LIMIT 628 PINTING TRFFIC STRIPING 633 PVEMENT MRKERS SHRED USE PTH CROSSING SIX LNE RODWY

129 2' 12' 2' VRIES VRIES R1-2 CCESS TO CROSS STREET R1-1 R5-3 SIDEWLK RMP (SEE NOTE 3) UNDER CROSSING SIDEWLK RMP (SEE NOTE 3) 1. USE ENGINEERING JUDGEMENT TO PPLY THIS DETIL TO SIMILR SCENRIOS. 2. SEE DRWING NO FOR BOLLRDS ND CENTERLINE STRIPING. 3. SEE DRWING NO. 235, CSE III, FOR SIDEWLK RMPS (USE 12 FEET INSTED 5 FEET OF CENTER SECTION OF SIDEWLK). 4. SEE DRWING NO FOR SIGN SIZES FOR SHRED USE PTHS. 5. SEE TBLE 2C-4 IN MUTCD FOR DVNCE PLCEMENT OF WRNING SIGNS. 6. SEE DRWING NO FOR THE N MID-BLOCK T-GRDE CROSSING DESIGN. 7. MINIMUM 8 FOOT CLERNCE IS REQUIRED FOR THE UNDER CROSSING. GRDES GRETER THN 5 PERCENT RE UNDESIRBLE. SEE THE 1999, OR CURRENT EDITION, SHTO GUIDE FOR THE DEVELOPMENT OF BICYCLE FCILITIES FOR GRDE RESTRICTIONS IF 5 PERCENT GRDE IS EXCEEDED. 628 PINTING TRFFIC STRIPING 633 PVEMENT MRKERS SHRED USE PTH UNDER CROSSING

130 15' 50' R15-1 SHRED USED PTH 50' R R W USE ENGINEERING JUDGEMENT TO PPLY THIS DETIL TO SIMILR SCENRIOS. SEE MUTCD FOR GUIDELINES REFERENCED IN FIGURE. 628 PINTING TRFFIC STRIPING 633 PVEMENT MRKERS SHRED USE PTH CROSSING RILROD

131 W16-7P W11-1 PRX 20' PRX 15' R5-3 R1-1 12' 25' SEE NOTE 4 SHRED USED PTH R1-1 R5-3 W11-1 W16-7P SEE NOTE 3 SEE NOTE 3 R R W10-1 RODWY W11-1 W16-1 TRVEL LNES USE ENGINEERING JUDGEMENT TO PPLY THIS DETIL TO SIMILR SCENRIOS. SEE DRWING NO. 254 ND S1 FOR CROSSWLKS. SEE MUTCD FOR DVNCED PLCEMENT OF WRNING SIGNS. SEE DRWING NO FOR BOLLRDS ND CENTERLINE STRIPING. 5. SEE DRWING NO FOR DDITIONL CROSSING DETILS. 628 PINTING TRFFIC STRIPING 633 PVEMENT MRKERS TYPICL DELINETION FOR SHRED USE PTH PRLLEL TO RILROD CROSSING RODWY

132 TRVEL LNES PLCE RROW FTER CROSSWLK 6"x3' SKIP LINE 8' ON CENTER 6" SOLID LINE 50' 50' INSTLL DETECTOR TO TRIGGER FLSHING YELLOW BECON (OPTIONL) W16-7 FLSHING YELLOW W11-2 W11-2 W16-1 BECON (OPTIONL) PTH R1-1 INSTLL DETECTOR TO TRIGGER FLSHING YELLOW BECON (OPTIONL) 150' RESUME BIKE STRIPES 100' FROM MERGE USE ENGINEERING JUDGEMENT TO PPLY THIS DETIL TO SIMILR SCENRIOS. CONTCT GENCY'S TRFFIC ENGINEER TO VERIFY IF GENCY PREFERS TO USE W11-1 (BICYCLE) SIGN IN PLCE OF THE W11-2 SIGN. 628 PINTING TRFFIC STRIPING 633 PVEMENT MRKERS SHRED USE PTH CROSSING OF FREE RIGHT TURN LNE

133 1. INSTLL STREETLIGHT STNDRDS T INTERSECTIONS INCLUDING "L" ND "T" TYPES, PER STNDRD DRWINGS 301 THROUGH 310 IN CCORDNCE WITH THE PPROPRITE RIGHT-OF-WY. 2. STREET CLSSIFICTION ND STREETLIGHT STNDRD PPLICTION SHLL BE S LISTED IN TBLE 1 BELOW. CTUL LUMINIRE WTTGE ND/OR STREETLIGHT STNDRD SPCING MY BE VRIED BY THE ENGINEER, WHEN SUPPORTED BY N PPROVED LIGHTING STUDY IN CCORDNCE WITH THE IES RECOMMENDED PRCTICE FOR RODWY LIGHTING IN ORDER TO MEET CURRENT ND FUTURE TRFFIC CONTROL NEEDS ND PPROVED BY THE RESPECTIVE GENCY. VERGE LEVELS RE MINTINED LEVELS T 0.8 MINTENNCE FCTOR (0.82 FOR CLRK COUNTY) IN FOOTCNDLES MESURED HORIZONTLLY T THE SURFCE. C CLSSIFICTION TBLE 1 HIGH PRESSURE SODIUM (H.P.S.) TYPE LIGHTING R/W LUMINIRE (H.P.S.) VG. IES LIGHTING LEVEL IES UNIFORMITY VG/MIN RTERIL 100' OR MORE 250W 1.58 FC 3:1 MJOR COLLECTOR 80' 150W 250W (CC) C 0.84 FC 4:1 MINOR COLLECTOR 60' 150W 100W (CC) C 0.38 FC 6:1 RESIDENTIL 51' 100W 0.38 FC 6:1 OR LESS 3. NEW STREETLIGHT STNDRDS INSTLLED DJCENT TO OR OPPOSITE FROM EXISTING STREETLIGHTS SHLL MTCH THE EXISTING LOCTION, SPCING, POLE ND LUMINIRE TYPES UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 4. STREETLIGHT STNDRDS INSTLLED ON 60' OR LESS RIGHT-OF-WYS MY BE INSTLLED ON EITHER SIDE OF RODWY S DIRECTED BY THE ENGINEER. 5. TRFFIC SIGNL FOUNDTIONS ND DPTOR PLTES MY BE REQUIRED T INTERSECTIONS S DIRECTED BY THE ENGINEER. 6. T LEST ONE STREETLIGHT SHLL BE REQUIRED IN THE BULB SECTION OF CUL-DE-SC OR HMMERHED. LOCTION SHLL BE S REQUIRED BY THE ENGINEER. 623 TRFFIC SIGNLS & STREETLIGHTING B C L M N SUPPLEMENTL DRWING STREETLIGHT LOCTION H.P.S. LIGHTING STNDRDS ND GENERL NOTES 300.S1

134 1. INSTLL STREETLIGHT STNDRDS T INTERSECTIONS INCLUDING "L" ND "T" TYPES, PER STNDRD DRWINGS 301 THROUGH 310 IN CCORDNCE WITH THE PPROPRITE RIGHT-OF-WY. 2. STREET CLSSIFICTION ND STREETLIGHT STNDRD PPLICTION SHLL BE S LISTED IN TBLE 1 BELOW. CTUL LUMINIRE WTTGE ND/OR STREETLIGHT STNDRD SPCING MY BE VRIED BY THE ENGINEER, WHEN SUPPORTED BY N PPROVED LIGHTING STUDY IN CCORDNCE WITH THE IES RECOMMENDED PRCTICE FOR RODWY LIGHTING IN ORDER TO MEET CURRENT ND FUTURE TRFFIC CONTROL NEEDS ND PPROVED BY THE RESPECTIVE GENCY. VERGE LEVELS RE MINTINED LEVELS T 0.8 MINTENNCE FCTOR IN FOOTCNDLES MESURED HORIZONTLLY T THE SURFCE. TBLE 1 INDUCTION TYPE LIGHTING VG LUMINIRE PHOTOPIC UNIFORMITY CLSSIFICTION RW (INDUCTION) ILLUMINNCE VG/MIN SIGNLIZED 250W INTERSECTIONS LL 5000K CCT 1.80 FC 3:1 100' 150W RTERIL OR MORE 5000K CCT 1.24 FC 3:1 MJOR 150W COLLECTOR 80' 5000K CCT 0.49 FC 4:1 MINOR 55W COLLECTOR 60' 850K CCT 0.17 FC 6:1 51' 55W RESIDENTIL OR LESS 850K CCT 0.17 FC 6:1 3. NEW STREETLIGHT STNDRDS INSTLLED DJCENT TO OR OPPOSITE FROM EXISTING STREETLIGHTS SHLL MTCH THE EXISTING LOCTION, SPCING, POLE ND LUMINIRE TYPES UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 4. STREETLIGHT STNDRDS INSTLLED ON 60' OR LESS RIGHT-OF-WYS MY BE INSTLLED ON EITHER SIDE OF RODWY S DIRECTED BY THE ENGINEER. 5. TRFFIC SIGNL FOUNDTIONS ND DPTOR PLTES MY BE REQUIRED T INTERSECTIONS S DIRECTED BY THE ENGINEER. 6. T LEST ONE STREETLIGHT SHLL BE REQUIRED IN THE BULB SECTION OF CUL-DE-SC OR HMMERHED. LOCTION SHLL BE S REQUIRED BY THE ENGINEER. 7. LUMINRE SPECIFICTIONS (MINIMUM VLUES) 80% LIGHT 80,000 HR LIFE SCOTOPIC/PHOTOPIC RTIO OF LIGHT SOURCE 1.8 HIGH COLOR RENDITIONS 80 CRI 10 YER WRRNTY ON LUMINIRE ND BLLST 623 TRFFIC SIGNLS & STREETLIGHTING SUPPLEMENTL DRWING STREETLIGHT LOCTION INDUCTION LIGHTING STNDRDS ND GENERL NOTES 300.S2 H

135 INSTLL STREETLIGHT STNDRDS T INTERSECTIONS INCLUDING "L" ND "T" TYPES, PER STNDRD DRWINGS 301 THROUGH 310 IN CCORDNCE WITH THE PPROPRITE RIGHT-OF-WY. STREET CLSSIFICTION, THE RESPECTIVE LIGHTING LEVELS, ND STREETLIGHT STNDRD PPLICTION IS LISTED IN TBLE 1 BELOW. CTUL LUMINIRE WTTGE ND/OR STREETLIGHT STNDRD SPCING MY BE VRIED BY THE ENGINEER, WHEN SUPPORTED BY N PPROVED LIGHTING STUDY IN CCORDNCE WITH THE IES RECOMMENDED PRCTICE FOR RODWY LIGHTING IN ORDER TO MEET CURRENT ND FUTURE TRFFIC CONTROL NEEDS ND PPROVED BY THE RESPECTIVE GENCY. FOR LED FIXTURES, E VERGE LEVELS RE MINTINED LEVELS T 0.92 MINTENNCE FCTOR IN FOOTCNDLES MESURED HORIZONTLLY T GROUND LEVEL. NEW STREETLIGHT STNDRDS INSTLLED DJCENT TO OR OPPOSITE FROM EXISTING STREETLIGHTS SHLL MTCH THE EXISTING LOCTION, SPCING, POLE ND LUMINIRE TYPES UNLESS OTHERWISE DIRECTED BY THE ENGINEER. STREETLIGHT STNDRDS INSTLLED ON 60' OR LESS RIGHT-OF-WYS MY BE INSTLLED ON EITHER SIDE OF RODWY S DIRECTED BY THE ENGINEER. TRFFIC SIGNL FOUNDTIONS ND DPTOR PLTES MY BE REQUIRED T INTERSECTIONS S DIRECTED BY THE ENGINEER. T LEST ONE STREETLIGHT SHLL BE REQUIRED IN THE BULB SECTION OF CUL-DE-SC OR HMMERHED. LOCTION SHLL BE S REQUIRED BY THE ENGINEER. FOR SPECIFIC FIXTURE TO BE PPROVED, N INDEPENDENT EVLUTION WITH THE Gi32 LIGHTING MODELING SOFTWRE PROGRM (OR OTHER SOFTWRE PPROVED BY THE GENCY) SHLL BE SUBMITTED FOR REVIEW BY THE GENCY. THE IES PHOTOMETRIC FILE SHLL BE LODED INTO THE MODEL ND LL REQUISITE INPUTS SHLL CONFORM TO THE LOCTION, HEIGHT, ND OTHER SSOCITED FCTORS DESIGNTED IN DRWINGS 301 THROUGH 310 IN CCORDNCE WITH THE PPROPRITE RIGHT-OF-WY. TBLE 1 REQUIRED ILLUMINNCE VLUES FOR RODWYS RODWY CLSS R.O.W. WIDTHS RODWY LIGHTING ILLUMINNCE LEVELS MIN. VG. UNIFORMITY VG./MIN. SIDEWLK / WLKWY ILLUMINNCE LIGHTING LEVELS MIN. ILLUMINNCE UNIFORMITY VG./ MIN. RTERIL 100' OR GRETER 1.58 FC 3:1 0.2 FC 4:1 MJOR COLLECTOR 80' TO 99' 0.84 FC 4:1 0.2 FC 4:1 MINOR COLLECTOR 60' TO 79' 0.38 FC 6: FC 6:1 RESIDENTIL 51' OR LESS 0.38 FC 6: FC 6:1 623 TRFFIC SIGNLS & STREETLIGHTING B SUPPLEMENTL DRWING STREETLIGHT LOCTION L.E.D. LIGHTING STNDRDS ND GENERL NOTES C H L M N S3 SHEET 1 OF 2

136 FOR ECH FIXUTRE SSESSED, UPON DEMONSTRTION OF THE DEQUTE ILLUMINTION CPBILITY THROUGH THE COMPUTER MODEL ON THE SPECIFIC RODWY TYPE, THE VENDOR SHLL DELIVER THE REQUESTED NUMBER OF LUMINIRES OF THT TYPE FOR FURTHER GENCY EVLUTION. THEY WILL BE EVLUTED ON THE CRITERI NOTED IN THE FOLLOWING SECTION, THOUGH THE GENCY MY INCLUDE DDITIONL REQUIREMENTS. FINL PPROVL ND CCEPTNCE OF THE RESPECTIVE LUMINIRES FOR SPECIFIC PPLICTION SHLL BE T THE SOLE DISCRETION OF THE PURCHSING GENCY. THE FOLLOWING LIST REPRESENTS THE CRITERI UPON WHICH ECH LUMINIRE SHLL BE EVLUTED. THE GENCY MY INCLUDE DDITIONL ITEMS FOR EVLUTION T ITS SOLE DISCRETION. COLOR RENDERING INDEX ENERGY EFFICIENCY ESTHETICS QULITY OF CONSTRUCTION WETHERPROOFING IP65 RTING DURBILITY ESE OF MINTENNCE ESE OF INSTLLTION WEIGHT POWER CONSUMPTION COLOR TEMPERTURE (CCT) LIFE OF FIXTURE ND INDIVIDUL COMPONENTS LENGTH OF WRRNTY LUMINIRE FIXTURE, LED'S, ND BLLST INITIL COST LIFE CYCLE COST LM 79, LM 80 BUG RTING (BCKLIGHTING, UPLIGHTING, GLRE) TRNSIENT VOLTGE SURGE SUPPRESSION - SPD (SURGE PROTECTION DEVICE) TBLE 2 REQUIRED ILLUMINNCE VLUES FOR SIGNLIZED INTERSECTIONS RODWY CLSS R.O.W. WIDTHS MIN. VE. ILLUMINNCE BY PEDESTRIN RE CLSSIFICTION HIGH MEDIUM LOW MIN. VG. ILLUMINNCE SIDEWLK / WLKWY LIGHTING LEVELS MIN. ILLUMINNCE UNIFORMITY VG./ MIN. RTERIL / RTERIL 100' OR GRETER BY 100' OR GRETER BY 3.4 FC 2.6 FC 1.8 FC 2.0 FC 1.0 FC 4:1 RTERIL / MJOR COLLECTOR 100' OR GRETER BY 80' OR GRETER BY 2.9 FC 2.2 FC 1.5 FC 2.0 FC 1.0 FC 4:1 RTERIL / MINOR COLLECTOR - RESIDENTIL 100' OR GRETER BY 79' OR LESS 2.6 FC 2.0 FC 1.3 FC 2.0 FC 1.0 FC 4:1 MJOR COLLECTOR / MJOR COLLECTOR 80' - 99' BY 80' - 99' 2.4 FC 1.8 FC 1.2 FC 2.0 FC 1.0 FC 4:1 MJOR COLLECTOR / RESIDENTIL 80' - 99' BY 79' OR LESS 2.1 FC 1.6 FC 1.0 FC 2.0 FC 1.0 FC 4:1 623 TRFFIC SIGNLS & STREETLIGHTING B SUPPLEMENTL DRWING STREETLIGHT LOCTION L.E.D. LIGHTING STNDRDS ND GENERL NOTES C 300.S3 H L M SHEET 2 OF 2 N

137 100' R/W OR GRETER CL CL ' R/W OR GRETER SPCING TYPICL LL DIRECTIONS CL 1 BCK OF CURB LC 3 CURB RDIUS B H 1. SEE GENERL NOTES STNDRD DRWING NO N PPROVED LIGHTING STUDY PER NOTE 2, STNDRD DRWING NO. 300, IS REQUIRED FOR RIGHT-OF-WY GRETER THN 100 FEET. 3. CITY OF HENDERSON ND BOULDER CITY REQUIRE STREETLIGHTING IN THE MEDIN FOR RIGHTS-OF-WY 100 FEET OR GRETER. SEE STNDRD DRWING NO. 312.S2. IN THE BSENCE OF MEDIN, STREETLIGHT LOCTION SHLL BE THE SME S THE OTHER ENTITIES. POLE LOCTION TBLE KEYED NOTE ENTITY CLV NLV MES BC HND 1 160' 140' 2 80' 70' 3 INTERSECTION LUMINIRE TYPE (SEE DRWING NO. 320) 400W HPS N/ 150W IND. 623 TRFFIC SIGNLS & STREETLIGHTING B H L M N SUPPLEMENTL DRWING STREETLIGHT LOCTIONS T INTERSECTIONS 100' OR GRETER/100' OR GRETER RIGHT-OF-WY S1 PGE NO.

138 100' R/W OR GRETER 400W HPS FIXTURE TYPICL CL CL ' R/W OR GRETER SPCING TYPICL LL DIRECTIONS CL 1 BCK OF CURB LC 3 CURB RDIUS BOTH LUMINIRE RMS SHLL BE MOUNTED ON THE SIGNL SHFT 90 PRT. 1. SEE GENERL NOTES STNDRD DRWING NO N PPROVED LIGHTING STUDY PER NOTE 2, STNDRD DRWING NO. 300, IS REQUIRED FOR RIGHT-OF-WY GRETER THN 100 FEET. 3. WITH THE ENGINEER'S PPROVL, SECOND LUMINIRE MOUNTING PLTE MY BE FIELD WELDED BY CERTIFIED WELDER. 4. LL LUMINIRE MST RMS FOR 400W FIXTURES SHLL BE 15 FT. LONG ND INSTLLED PER STNDRD DRWING NO. 808 UNLESS OTHERWISE SPECIFIED BY THE ENGINEER. POLE LOCTION TBLE KEYED NOTE ENTITY CC 1 120' 2 60' 3 (SEE DRWING NO. 320) 623 TRFFIC SIGNLS & STREETLIGHTING STREETLIGHT LOCTIONS T INTERSECTIONS 100' OR GRETER/100' OR GRETER RIGHT-OF-WY SUPPLEMENTL DRWING C 301.S2 PGE NO.

139 80' R/W SPCING TYPICL CL CL 100' R/W OR GRETER SPCING TYPICL 2 2 CL 1 BCK OF CURB LC C L 3 5 BCK OF CURB LC 3 CURB RDIUS 4 POLE LOCTION TBLE 5 KEYED NOTE ENTITY CLV NLV MES BC HND 1 160' 140' 1. SEE GENERL NOTES STNDRD DRWING NO N PPROVED LIGHTING STUDY PER NOTE 2, STNDRD DRWING NO. 300, IS REQUIRED FOR RIGHT-OF-WY GRETER THN 100 FEET. 3. CITY OF HENDERSON ND BOULDER CITY REQUIRE STREETLIGHTING IN THE MEDIN FOR RIGHTS-OF-WY 100 FEET OR GRETER. SEE STNDRD DRWING NO IN THE BSENCE OF MEDIN, STREETLIGHT LOCTION SHLL BE THE SME S THE OTHER ENTITIES. 623 H TRFFIC SIGNLS & STREETLIGHTING B C L INTERSECTION LUMINIRE TYPE STREETLIGHT LOCTIONS T INTERSECTIONS 100' OR GRETER/80' RIGHT-OF-WY 80' (SEE DRWING (SEE DRWING NO. 320) NO. 320) 170' 85' 400W HPS 70' 140' B H L M N SUPPLEMENTL DRWING 70' 150W IND S1 PGE NO.

140 80' R/W SPCING TYPICL CL CL 100' R/W OR GRETER SPCING TYPICL 2 2 CL 1 BCK OF CURB LC C L 3 5 BCK OF CURB LC 3 CURB RDIUS 4 POLE LOCTION TBLE 5 KEYED NOTE ENTITY CC 1 120' 2 60' C L 3 (SEE DRWING NO. 320) 1. SEE GENERL NOTES STNDRD DRWING NO N PPROVED LIGHTING STUDY PER NOTE 2, STNDRD DRWING NO. 300, IS REQUIRED FOR RIGHT-OF-WY GRETER THN 100 FEET. 3. LL LUMINIRE MST RMS FOR 400W FIXTURES SHLL BE 15 FT. LONG ND INSTLLED PER STNDRD DRWING NO. 808 UNLESS OTHERWISE PPROVED BY THE ENGINEER ' 85' 623 TRFFIC SIGNLS & STREETLIGHTING SUPPLEMENTL DRWING STREETLIGHT LOCTIONS T INTERSECTIONS 100' OR GRETER/80' RIGHT-OF-WY C S2 PGE NO.

141 60' R/W C L SPCING TYPICL 6 3 C L 3 C L C L ' R/W OR GRETER SPCING TYPICL C L 1 BCK OF CURB 3 C L C L 4 CURB RDIUS SEE NOTE 3 5 C L POLE LOCTION TBLE 4 C L BCK OF CURB 5 KEYED NOTE ENTITY CLV NLV MES BC 1 160' 2 80' HND 140' 70' 3 12" 12" H B C L 1. SEE GENERL NOTES STNDRD DRWING NO N PPROVED LIGHTING STUDY PER NOTE 2, STNDRD DRWING NO. 300 IS REQUIRED FOR RIGHT-OF-WY GRETER THN 100 FEET. 3. CITY OF HENDERSON ND BOULDER CITY REQUIRE STREETLIGHTING IN THE MEDIN FOR RIGHTS-OF-WY 100 FEET OR GRETER. SEE STNDRD DRWING NO IN THE BSENCE OF MEDIN, STREETLIGHT LOCTION SHLL BE THE SME S THE OTHER ENTITIES. 623 TRFFIC SIGNLS & STREETLIGHTING INTERSECTION LUMINIRE TYPE (SEE DRWING (SEE DRWING NO. 320) NO. 320) STREETLIGHT LOCTIONS T INTERSECTIONS 100' OR GRETER/60' RIGHT-OF-WY 180' 90' 250W HPS 170' 170' 150W IND B H L M N SUPPLEMENTL DRWING S1

142 60' R/W C L SPCING TYPICL 6 3 C L 3 C L C L ' R/W OR GRETER SPCING TYPICL C L 1 BCK OF CURB 3 C L C L 4 CURB RDIUS SEE NOTE C L BCK OF CURB C L POLE LOCTION TBLE KEYED NOTE 1 ENTITY CC 120' ' 3 12" C L 1. SEE GENERL NOTES STNDRD DRWING NO N PPROVED LIGHTING STUDY PER NOTE 2, STNDRD DRWING NO. 300 IS REQUIRED FOR RIGHT-OF-WY GRETER THN 100 FEET. 3. IF INTERSECTION IS SIGNLIZED, 400 WTT LUMINIRES SHLL BE INSTLLED ON LL CORNERS ND DUL RM CONFIGURTION SHLL BE USED FOR 100 FT. RIGHT-OF-WY SIMILR TO STNDRD DRWING NO. 302.S (SEE DRWING NO. 320) 170' 170' 623 TRFFIC SIGNLS & STREETLIGHTING SUPPLEMENTL DRWING STREETLIGHT LOCTIONS T INTERSECTIONS 100' OR GRETER/60' RIGHT-OF-WY C S2

143 51' R/W OR LESS C L SPCING TYPICL 6 3 C L 3 C L C L ' R/W OR GRETER SPCING TYPICL C L 1 BCK OF CURB 3 C L C L 4 CURB RDIUS SEE NOTE 3 POLE LOCTION TBLE 5 C L KEYED NOTE 1 ENTITY CLV NLV 160' MES BC HND 140' 4 C L BCK OF CURB ' 12" 70' 12" 5 4 (SEE DRWING NO. 320) (SEE DRWING NO. 320) 5 170' 170' H B 623 C L 1. SEE GENERL NOTES STNDRD DRWING NO N PPROVED LIGHTING STUDY PER NOTE 2, STNDRD DRWING NO. 300 IS REQUIRED FOR RIGHT-OF-WY GRETER THN 100 FEET. DEQUTE INTERSECTION LIGHTING SHLL LSO BE DDRESSED IN THE LIGHTING STUDY. 3. CITY OF HENDERSON ND BOULDER CITY REQUIRE STREETLIGHTING IN THE MEDIN FOR RIGHTS-OF-WY 100 FEET OR GRETER. SEE STNDRD DRWING NO. 312.S2. IN THE BSENCE OF MEDIN, STREETLIGHT LOCTION SHLL BE THE SME S THE OTHER ENTITIES. TRFFIC SIGNLS & STREETLIGHTING STREETLIGHT LOCTIONS T INTERSECTIONS 100' OR GRETER/51' OR LESS RIGHT-OF-WY INTERSECTION LUMINIRE TYPE B H L M N 85' 250W HPS SUPPLEMENTL DRWING 304.S1 170' 150W IND

144 51' R/W OR LESS C L SPCING TYPICL 6 3 C L 3 C L C L ' R/W OR GRETER SPCING TYPICL C L 1 BCK OF CURB 3 C L C L 4 CURB RDIUS SEE NOTE 3 5 POLE LOCTION TBLE C L KEYED NOTE ENTITY CC 4 C L BCK OF CURB ' " 4 (SEE DRWING NO. 320) C L 1. SEE GENERL NOTES STNDRD DRWING NO N PPROVED LIGHTING STUDY PER NOTE 2, STNDRD DRWING NO. 300 IS REQUIRED FOR RIGHT-OF-WY GRETER THN 100 FEET. DEQUTE INTERSECTION LIGHTING SHLL LSO BE DDRESSED IN THE LIGHTING STUDY. 3. IF INTERSECTION IS SIGNLIZED, 400 WTT LUMINIRES SHLL BE INSTLLED ON LL CORNERS ND DUL RM CONFIGURTION SHLL BE USED FOR 100 FT. RIGHT-OF-WY SIMILR TO STNDRD DRWING NO. 302.S ' 170' 623 TRFFIC SIGNLS & STREETLIGHTING STREETLIGHT LOCTIONS T INTERSECTIONS 100' OR GRETER/51' OR LESS RIGHT-OF-WY SUPPLEMENTL DRWING C 304.S2

145 80' R/W CL 2 2 LC 80' R/W SPCING TYPICL LL DIRECTIONS CL 1 BCK OF CURB LC 3 CURB RDIUS NOTE: SEE GENERL NOTES STNDRD DRWING NO POLE LOCTION TBLE KEYED NOTE ENTITY BC CLV MES NLV HND 1 170' ' 70' 3 INTERSECTION LUMINIRE TYPE (SEE DRWING NO. 320) 250W HPS (SEE DRWING NO. 320) 150W IND 623 TRFFIC SIGNLS & STREETLIGHTING B H L M N SUPPLEMENTL DRWING STREETLIGHT LOCTIONS T INTERSECTIONS 80'/80' RIGHT-OF-WY S1 PGE NO.

146 80' R/W CL 2 2 LC 80' R/W SPCING TYPICL LL DIRECTIONS CL 1 BCK OF CURB LC 3 CURB RDIUS NOTE: SEE GENERL NOTES STNDRD DRWING NO POLE LOCTION TBLE KEYED NOTE ENTITY CLRK COUNTY 1 170' 2 85' 3 (SEE DRWING NO. 320) 623 TRFFIC SIGNLS & STREETLIGHTING SUPPLEMENTL DRWING STREETLIGHT LOCTIONS T INTERSECTIONS 80'/80' RIGHT-OF-WY C S2 PGE NO.

147 60' R/W SPCING TYPICL 6 C L 3 C L 80' R/W SPCING TYPICL 3 CL CL 1 CL BCK OF CURB 3 LC CL 4 CURB RDIUS 5 CL 4 POLE LOCTION TBLE LC BCK OF CURB 5 KEYED NOTE 1 ENTITY BC CLV MES NLV 170' HND 140' 2 85' 70' 3 12" 12" CL 4 (SEE DWG. NO. 320) (SEE DWG. NO. 320) 5 180' 170' NOTE: SEE GENERL NOTES STNDRD DRWING NO INTERSECTION LUMINIRE TYPE 90' 150W HPS 85' 150W IND 623 TRFFIC SIGNLS & STREETLIGHTING B H L M N SUPPLEMENTL DRWING STREETLIGHT LOCTIONS T INTERSECTIONS 80'/60' RIGHT-OF-WY S1

148 60' R/W SPCING TYPICL 6 C L 3 C L 80' R/W SPCING TYPICL 3 CL CL 1 CL BCK OF CURB 3 LC CL 4 CURB RDIUS 5 CL 4 POLE LOCTION TBLE LC BCK OF CURB 5 KEYED NOTE 1 ENTITY CLRK COUNTY 170' 2 85' CL " (SEE DRWING NO. 320) 5 170' NOTE: 6 85' 1. SEE GENERL NOTES STNDRD DRWING NO IF THE INTERSECTION IS SIGNLIZED, 400 WTT LUMINIRES SHLL BE INSTLLED ON LL CORNERS. 623 TRFFIC SIGNLS & STREETLIGHTING SUPPLEMENTL DRWING STREETLIGHT LOCTIONS T INTERSECTIONS 80'/60' RIGHT-OF-WY C S2

149 51' R/W OR LESS SPCING TYPICL 6 C L 3 C L 80' R/W SPCING TYPICL 3 CL CL 1 CL BCK OF CURB 3 LC CL 4 CURB RDIUS 5 CL 4 POLE LOCTION TBLE LC BCK OF CURB 5 KEYED NOTE 1 ENTITY BC CLV 170' MES NLV HND ' 70' 3 12" 12" CL 4 (SEE DWG. NO. 320) (SEE DWG. NO. 320) 5 170' 170' NOTE: SEE GENERL NOTES STNDRD DRWING NO INTERSECTION LUMINIRE TYPE 85' 150W HPS 85' 150W IND 623 TRFFIC SIGNLS & STREETLIGHTING B H L M N SUPPLEMENTL DRWING STREETLIGHT LOCTIONS T INTERSECTIONS 80'/51' OR LESS RIGHT-OF-WY S1

150 51' R/W OR LESS SPCING TYPICL 6 C L 3 C L 80' R/W SPCING TYPICL 3 CL CL 1 CL BCK OF CURB 3 LC CL 4 CURB RDIUS 5 CL 4 POLE LOCTION TBLE LC BCK OF CURB 5 KEYED NOTE 1 ENTITY CLRK COUNTY 170' 2 85' CL " (SEE DRWING NO. 320) 5 170' 6 NOTE: 1. SEE GENERL NOTES STNDRD DRWING NO IF INTERSECTION IS SIGNLIZED, 400 WTT LUMINIRES SHLL BE INSTLLED ON LL CORNERS. 85' 623 TRFFIC SIGNLS & STREETLIGHTING SUPPLEMENTL DRWING STREETLIGHT LOCTIONS T INTERSECTIONS 80'/51' OR LESS RIGHT-OF-WY C S2

151 60' R/W CL 1 3 CL C L C L 60' R/W BCK OF CURB 3 C L 4 5 CURB RDIUS CL POLE LOCTION TBLE KEYED NOTE ENTITY BC CLV MES NLV CC HND ' 170' 2 90' 85' CL 3 12" 12" 4 (SEE DWG NO. 320) (SEE DWG NO. 320) NOTE: SEE STNDRD DRWING NO. 300 FOR LUMINIRE TYPE. 5 90' 85' 623 TRFFIC SIGNLS & STREETLIGHTING STREETLIGHT LOCTIONS T INTERSECTIONS 60'/60' RIGHT-OF-WY

152 51' R/W OR LESS CL 6 3 CL C L C L 60' R/W BCK OF CURB 3 C L 4 5 CURB RDIUS CL KEYED NOTE POLE LOCTION TBLE ENTITY BC CLV MES NLV CC HND 1 180' 170' ' 85' 3 12" 12" CL 4 (SEE DWG NO. 320) (SEE DWG NO. 320) 5 85' 85' 6 170' 170' NOTE: SEE STNDRD DRWING NO. 300 FOR LUMINIRE TYPE. 623 TRFFIC SIGNLS & STREETLIGHTING STREETLIGHT LOCTIONS T INTERSECTIONS 60'/51' OR LESS RIGHT-OF-WY

153 51' R/W OR LESS CL 1 CL 3 C L C L 51' R/W OR LESS BCK OF CURB 3 C L W HPS IN CLRK COUNTY ND HENDERSON ONLY CURB RDIUS CL POLE LOCTION TBLE KEYED NOTE ENTITY LL ENTITIES ' 2 85' CL " (SEE DRWING NO. 320) 5 85' NOTE: SEE GENERL NOTES STNDRD DRWING NO PROFESSIONL ELECTRICL ENGINEER STMP ON FILE 623 TRFFIC SIGNLS & STREETLIGHTING STREETLIGHT LOCTIONS T INTERSECTIONS 51 FT. OR LESS/51 FT. OR LESS RIGHT-OF-WY

154 60' R/W 51' R/W OR LESS 1 2 SPCING TYPICL SPCING TYPICL POLE LOCTION TBLE KEYED NOTE ENTITY BC CLV MES NLV CC HND 1 180' 170' 2 170' 170' 1. SEE STNDRD DRWING NO. 300 FOR LUMINIRE TYPE. 623 TRFFIC SIGNLS & STREETLIGHTING STREETLIGHT STNDRDS MXIMUM SPCING (60 FT. OR LESS RIGHT-OF-WY)

155 100' R/W OR GRETER 80' R/W SPCING TYPICL SPCING TYPICL POLE LOCTION TBLE KEYED NOTE ENTITY BC CLV MES NLV CC HND 1 160' 120' 140' 2 80' 60' 70' 3 170' 170' 140' 4 85' 85' 70' 1. SEE STNDRD DRWING NO. 300 FOR LUMINIRE TYPE. 2. N PPROVED LIGHTING STUDY PER NOTE 2, STNDRD DRWING NO. 300, IS REQUIRED FOR RIGHT-OF-WY GRETER THN 100 FEET. 623 TRFFIC SIGNLS & STREETLIGHTING STREETLIGHT STNDRDS MXIMUM SPCING (80 FT. OR GRETER RIGHT-OF-WY) PGE NO.

156 2 100' R/W OR GRETER CL CURB RDIUS 4 LC SPCING TYPICL SPCING TYPICL 100' R/W OR GRETER 1 SPCING FOR SIGNLIZED INTERSECTIONS POLE LOCTION TBLE KEYED NOTE ENTITY BC CLV MES NLV CC * 1 160' 120' 2 10' 10' (MIN.) 3 80' 120' SEE STNDRD DRWING NO. 300 FOR LUMINIRE TYPE. CL 2. N PPROVED LIGHTING STUDY PER NOTE 2, STNDRD DRWING NO. 300, IS REQUIRED FOR RIGHT-OF-WY GRETER THN 100 FEET. TRFFIC SIGNLS & STREETLIGHTING * DISTNCE LISTED INDICTES MXIMUM SPCING. LIGHTING STNDRDS SHLL BE EQUIDISTNT FTER LOCTING THE END OF ISLND POLES. STREETLIGHT LOCTIONS ON TRFFIC ISLNDS 100' OR GRETER RIGHT-OF-WY " 12" B C L M N SUPPLEMENTL DRWING 312.S1 PGE NO.

157 3 100' R/W OR GRETER CL CURB RDIUS 3 LC SPCING TYPICL SPCING TYPICL 2 100' R/W OR GRETER SPCING FOR SIGNLIZED INTERSECTIONS POLE LOCTION TBLE 2 KEYED NOTE ENTITY HND * 1 140' 2 70' CL 3 12" 1. SEE STNDRD DRWING NO. 300 FOR LUMINIRE TYPE. 2. N PPROVED LIGHTING STUDY PER NOTE 2, STNDRD DRWING NO. 300, IS REQUIRED FOR RIGHT-OF-WY GRETER THN 100 FEET. 3. STREET LIGHTING IN THE MEDIN IS LLOWED FOR MEDIN WIDTHS OF 10 FEET OR GRETER. 623 TRFFIC SIGNLS & STREETLIGHTING * DISTNCE LISTED INDICTES MXIMUM SPCING. LIGHTING STNDRDS SHLL BE EQUIDISTNT FTER LOCTING THE END OF ISLND POLES. SUPPLEMENTL DRWING STREETLIGHT LOCTIONS ON TRFFIC ISLNDS 100' OR GRETER RIGHT-OF-WY 312.S2 H PGE NO.

158 1. LL STREETLIGHT STNDRDS SHLL BE CONSTRUCTED IN CCORDNCE WITH THE PROVISIONS OF THE STNDRD SPECIFICTIONS ND S INDICTED ON THESE DRWINGS. 2. LL COMPONENTS OF THE STREETLIGHT STNDRD INCLUDING THE POLE, RM, HNDHOLE COVER, BSE COVER ND THE POLE CP SHLL BE FERROUS METL ND HOT-DIP GLVNIZED FTER CONSTRUCTION IN CCORDNCE WITH STM 123; LUMINUM OR LUMINUM LLOY IS NOT CCEPTBLE. FLWS IN THE PPERNCE OF THESE GLVNIZED COMPONENTS (i.e. "TIGER-STRIPED, "ZEBR-STRIPED"), SHLL BE CUSE FOR REJECTION. NON-METLLIC TYPE BSE COVERS MY BE CCEPTBLE ND SHLL BE SUBMITTED TO THE ENGINEER FOR PPROVL. CONCRETE POLES SHLL BE SUBMITTED TO THE ENGINEER FOR PPROVL. 3. LL FSTENING HRDWRE SHLL BE NON-CORROSIVE, CDMIUM-PLTED, OR EQUL, PPROVED BY THE ENGINEER. FSTENERS SHLL BE OF THE SIZE ND CONFIGURTION NOTED ON THE DRWINGS. 4. CONCRETE POLE FOUNDTIONS SHOULD BE POURED GINST UNDISTURBED, NTURL SOIL OR IF FORMING MTERIL IS USED IT SHLL BE STRIPPED WY FROM THE FOUNDTION T LEST ONE (1) FOOT BELOW FINISHED GRDE. 5. POLES SHLL BE INSTLLED ON CONCRETE FOUNDTIONS WITH NCHOR BOLTS. ECH BOLT SHLL BE INSTLLED WITH TWO (2) HEX NUTS ND TWO (2) FLT WSHERS. EXCEPT FOR "H" ND "L" FOUNDTIONS, THE NCHOR BOLTS SHLL BE 1" X 36" X 4" FOR ELEVEN (11) GGE POLES ND 1 1/8" X 40" X 4" FOR SEVEN (7) GGE POLES. THE NCHOR BOLTS, NUTS ND WSHERS SHLL BE HOT-DIP GLVNIZED. THE POLE SHLL BE PLUMBED PRIOR TO PLCING THE GROUT OR CONCRETE CP. USE OF GROUT OR CONCRETE FOR CP SHLL BE DESIGNTED BY ENTITY ENGINEER. SHIMS OR WEDGES OF NY KIND RE NOT CCEPTBLE TO PLUMB THE POLE FTER THE CP HS BEEN PLCED. 6. LL UNDERGROUND CONDUIT INSTLLED SHLL HVE RED, CONTINUOUS MRKING TPE INSTLLED IN THE TRENCH T 12" BELOW FINISHED GRDE. 7. WHERE SIGNLS ND STNDRDS RE INSTLLED UNDER OVERHED POWER LINES, CLERNCES SHLL BE PER NTIONL ELECTRICL SFETY CODE SECTION 234 REQUIREMENTS. INSTLL STRIGHT RM STREETLIGHT SSEMBLIES WHERE DDITIONL CLERNCE IS REQUIRED. PROFESSIONL ELECTRICL ENGINEER STMP ON FILE 623 TRFFIC SIGNLS & STREETLIGHTING STREETLIGHT STNDRD GENERL NOTES

159 POLE C L CP 8'-0" TYP. 5" x 2" PIPE TENON CL RM SIMPLEX C L PIPE RM 15" SIMPLEX SEE STNDRD DRWING NO G. MIN., TYP. 30'-0" ROUND TPERED STEEL SHFT PER UNIFORM STNDRD SPECS. POLE HNDHOLE POLE IDENTIFICTION BSE COVER 31'-9" LUMINIRE MOUNTING HEIGHT 1. SEE GENERL NOTES STNDRD DRWING NO SEE STNDRD DRWING NO. 319 FOR DETIL OF POLE BSE. 3. SEE STNDRD DRWING NO. 318 FOR DETIL OF POLE CP STEEL STRUCTURES TRFFIC SIGNLS & STREETLIGHTING GLVNIZING STREETLIGHT STNDRD WITH 2 INCH PIPE RM

160 POLE C L CP 8'-0" TYP. 5" x 2" PIPE TENON, TYP. CL RM, TYP. SIMPLEX C L PIPE RM, TYP. 11 G. MIN., TYP. 30'-0" ROUND TPERED STEEL SHFT PER UNIFORM STNDRD SPECS. 15" SIMPLEX SEE STNDRD DRWING NO. 318 POLE HNDHOLE POLE IDENTIFICTION BSE COVER 31'-9" LUMINIRE MOUNTING HEIGHT 1. SEE GENERL NOTES STNDRD DRWING NO SEE STNDRD DRWING NO. 319 FOR DETIL OF POLE BSE. 3. SEE STNDRD DRWING NO. 318 FOR DETIL OF POLE CP STEEL STRUCTURES TRFFIC SIGNLS & STREETLIGHTING GLVNIZING STREETLIGHT STNDRD WITH DOUBLE 2 INCH PIPE RM

161 POLE LC CP 1 7-1/2" x 2" PIPE TENON CL RM MOUNT C L MST RM 11 G. MIN. OR 7 G. S SPECIFIED IN POLE/RM SCHEDULE THIS DRWING NO. 6" 30'-0" ROUND TPERED STEEL SHFT PER UNIFORM STNDRD SPECS. RM MOUNT SEE STNDRD DRWING NO. 318 POLE POLE G. SINGLE RM DOUBLE RM HNDHOLE POLE/RM SCHEDULE '-0" 32'-0" '-0" 12'-0" 15'-0" 18'-0" 32'-10" 33'-9" 34'-3" 35'-3" 2 POLE IDENTIFICTION BSE COVER 1. SEE GENERL NOTES STNDRD DRWING NO SEE STNDRD DRWING NO. 319 FOR DETIL OF POLE BSE. 3. SEE STNDRD DRWING NO. 318 FOR DETIL OF POLE CP STEEL STRUCTURES TRFFIC SIGNLS & STREETLIGHTING GLVNIZING STREETLIGHT STNDRD WITH TPERED MST RM

162 CP POLE LC SEE POLE/RM SCHEDULE, STNDRD DRWING NO /2" x 2" PIPE TENON, TYP. CL RM, TYP. MOUNT C L MST RM, TYP. 6" TYP. RM MOUNT, TYP. SEE STNDRD DRWING NO G. MIN. OR 7 G. S SPECIFIED IN POLE/RM SCHEDULE SEE STNDRD DRWING NO '-0" ROUND TPERED STEEL SHFT PER UNIFORM STNDRD SPECS. POLE SEE POLE/RM SCHEDULE, STNDRD DRWING NO HNDHOLE POLE IDENTIFICTION BSE COVER 1. SEE GENERL NOTES STNDRD DRWING NO SEE STNDRD DRWING NO. 319 FOR DETIL OF POLE BSE. 3. SEE STNDRD DRWING NO. 318 FOR DETIL OF POLE CP STEEL STRUCTURES TRFFIC SIGNLS & STREETLIGHTING GLVNIZING STREETLIGHT STNDRD WITH DOUBLE TPERED MST RM

163 POLE CL CP SCREW, 3/4" X 1-1/2" NC POLE CP 2" STNDRD WEIGHT, CONTINUOUS RDIUS PIPE RM 15" SIMPLEX C L RM BOLT, BEVELED SHOULDER SIMPLEX NOTE: SEE GENERL NOTES STNDRD DRWING NO PIPE RM POLE C L CP SCREW, 3/4" X 1-1/2" NC CP 6" MOUNT CL TPERED MST RM 1/4" SIDE GUSSETS RM MOUNT J M 7-1/2" 3" 3/16" C D E H G 26 P N 2" SCH. 40 PIPE TENON DETIL SPCER 2-1/2" SCH. 40 PIPE B MST RM B C D E F G 8'-15' INCL. 7-1/2" 5-3/4" 6-3/8" 4-5/8" 7/8" 5" 3-3/8" 15'-18' INCL. 9" 7" 8" 6" 1" 6" 4" F MST RM ND DETILS K MST RM 8'-15' INCL. 15'-18' INCL. H 1/2" 3/4" J K L M N N 1" 5/16" 5/8"-11x1/2" 1-1/2" 5" 1-5/8" 1" 5/16" 3/4"-10x1-3/4" 2" 5" 1-3/4" STEEL STRUCTURES TRFFIC SIGNLS & STREETLIGHTING GLVNIZING POLE TOP ND RM MOUNTING DETILS

164 POLE C L 4" MIN. REINFORCED HNDHOLE RING POLE SHFT HNDHOLE COVER SSEMBLY 6-1/2" VNDL RESISTNT HEX-SOCKET HED SCREW, TYP. 1/4" X 2" NC POLE GROUNDING POINT CP SCREW, 1/2" X 3/4" NC 8" POLE MNUFCTURER IDENTIFICTION BSE COVER, 2 PIECE (CUT-WY FOR CLRITY) NCHOR BSE PLTE 1" 11-1/2", TYP. 7-3/4", TYP. (11" BOLT CIRCLE) (NOMINL) NCHOR BSE PLTE POLE SHFT 90 C POLE ND RM L 1-1/4", TYP. REINFORCED HNDHOLE RING POLE GROUNDING POINT, THREDED 1/2" NC 1. SEE GENERL NOTES STNDRD DRWING NO HNDHOLE SHLL FCE WY FROM ONCOMING TRFFIC STEEL STRUCTURES TRFFIC SIGNLS & STREETLIGHTING GLVNIZING LOWER POLE DETILS FOR PIPE ND MST RM POLES

165 3'-0" MIN. (TYP.) 3'-0" MIN. (TYP.) ELEVTION HNDHOLE TO FCE WY FROM ONCOMING TRFFIC 1 '-6" MIN. SIDEWLK 3'-0" MIN. (TYP.) 3'-0" MIN. (TYP.) BCK OF SIDEWLK NOTE: PLN POLE BSE COVERS SHLL BE FURNISHED ND INSTLLED FOR LL POLES PER THE STNDRD SPECIFICTIONS ND DRWINGS. 623 TRFFIC SIGNLS & STREETLIGHTING LIGHTING STNDRD SETBCK FROM BLOCK WLL

166 BCK OF CURB 5' TYP. 6' TYP. POLE LC BCK OF SIDEWLK 15", TYP. CURB CONCRETE OR GROUT CP (SEE NOTE 2) LC POLE SIDEWLK 12" TYP. BEHIND CURBSIDE SIDEWLK LTERNTE 30" DI. CONCRETE FOUNDTION SHOWN BCK OF CURB 5' TYP. 4' TYP. POLE LC BCK OF SIDEWLK 15", TYP. CONCRETE OR GROUT CP (SEE NOTE 2) LC POLE CURB SIDEWLK 12", TYP. LTERNTE 30" DI. CONCRETE FOUNDTION SHOWN BCK PORTION OF CURBSIDE SIDEWLK (NOT FOR NEW CONSTRUCTION) CONCRETE OR GROUT CP (SEE NOTE 2) CURB BCK OF CURB 4'-0" TYP. CL OFFSET CP ND LTERNTE 30" DIMETER FOUNDTION S NEEDED TO STY WITHIN RIGHT-OF-WY LC POLE 15", TYP. 1. FOUNDTIONS SHLL BE LOCTED OUTSIDE OF THE SIDEWLK WHENEVER FESIBLE. CLERNCE OF 36" SHLL BE MINTINED ON SIDEWLK TO COMPLY WITH THE MERICNS WITH DISBILITIES CT. 2. FOUNDTION CP SHLL BE CONCRETE OR GROUT S DESIGNTED BY THE ENTITY ENGINEER. 12", TYP. OPEN RE OR BETWEEN CURB ND SIDEWLK LTERNTE 30" DI. CONCRETE FOUNDTION SHOWN PORTLND CEMENT CONCRETE TRFFIC SIGNLS & STREETLIGHTING LIGHTING STNDRD SETBCK

167 POLE C L REMOVE MINIMUM PORTION OF FOUNDTION TO INSTLL CONDUIT. REPLCE CONCRETE. REMOVE ENTIRE FOUNDTION CP FOR CONDUIT INSTLLTION, REPLCE CP. SEE NOTE 3. SEE STNDRD DRWING NO. 320 FOR CP PLCEMENT. FINISHED GRDE NEW 1-1/4" PVC CONDUIT, TYP. 24" TYP. 36" MX. EXISTING FOUNDTION LIMIT FOR 24" SQURE EXISTING FOUNDTION LIMIT FOR OPT. 36" DI. EXISTING GROUNDING PLTE 1. WHEN NO GROUNDING ELECTRODE EXISTS, 5/8 IN. DI. SOLID COPPER GROUNDING ROD, 8 FT. IN LENGTH, SHLL BE INSTLLED. 2. NCHOR BOLTS SHLL BE CONTINUOUS ND HVE MINIMUM 1 IN. FREE THRED. 3. FOUNDTION CP SHLL BE CONCRETE OR GROUT S DESIGNTED BY ENTITY ENGINEER. PROFESSIONL ELECTRICL ENGINEER STMP ON FILE 501 PORTLND CEMENT CONCRETE 623 TRFFIC SIGNLS & STREETLIGHTING C L MODIFIED EXISTING STREETLIGHT FOUNDTION FOR INSTLLTION OF UNDERGROUND CONDUIT SUPPLEMENTL DRWING S1

168 FOR CONDUIT LENGTH, SEE STNDRD DRWING NO. 338, 339 OR 340 TOP OF CURB ELEVTION TOP OF NCHOR BOLTS 6"±1/2" IN SIDEWLK 7"±1/2" IN OPEN RE TPER 1" MIN. TO SIDEWLK 2" MIN. TO OPEN RE GRDE 1" TYP. POLE LC TO POLE GROUNDING POINT POLE NCHOR BSE TPER CONCRETE CP TO FINISHED GRDE LL ROUND 4" MIN. - 6" MX. CONCRETE CP FINISHED GRDE CURB FOUNDTION DEPTH 11 G. POLE: 4'-0" 7 G. POLE: 5'-0" 24" MIN. 36" MX. 3" MX. TOP OF FOUNDTION BRONZE NCHOR BOLT GROUNDING CONNECTORS, UL LISTED FOR UNDERGROUND USE (ONE PER BOLT) SEE NOTE 2 HOT-DIP GLVNIZED NCHOR BOLT, TYP. #4 WG SINGLE-STRND BRE COPPER GROUNDING CONDUCTOR 1-1/4" PVC CONDUIT, TYP. CONCRETE FOUNDTION 15# FELT (2 LYERS) POLE GROUNDING PLTE PER NEC " SQURE LTERNTE 30" DIMETER FOUNDTION OFFSET S NEEDED TO STY WITHIN RIGHT-OF-WY 1. SEE GENERL NOTES STNDRD DRWING NO CONTINUOUS BRE COPPER GROUNDING CONDUCTOR SHLL BE LOOPED ROUND NCHOR BOLTS ONE TIME ND CONNECTED TO ECH NCHOR BOLT BEFORE CONTINUING DOWN TO THE POLE GROUNDING PLTE. 3. FOUNDTION CP SHLL BE CONCRETE OR GROUT S DESIGNTED BY THE ENTITY ENGINEER. PROFESSIONL ELECTRICL ENGINEER STMP ON FILE 501 PORTLND CEMENT CONCRETE 623 TRFFIC SIGNLS & STREETLIGHTING LIGHTING STNDRD FOUNDTION

169 3/4" 1-1/2" 4.506" +.003" HOLE DI. 4" 2 1/4" 3 3/4" 1 7/8" /8" R 2"R 1-3/16" HOLE, 4 REQD. 6-3/4" 1 1/2" PIPE O.D. 1/4 1/4 1/4" X 4" GUSSETS - 4 REQUIRED 1 1/2" 1/4 9 1/2" 2" HOT-DIP GLV. NCHOR BOLTS WITH TWO HOT-DIP GLV. HEX. HD. NUTS & WSHERS PER BOLT (4 REQD.). BSE DPTOR PLTE FOR 19 INCH BOLT CIRCLE FOUNDTION

170 25/32" 25/32" 4.506" +.003" HOLE DI. 4" 1 15/16" 3 1/2" 1 7/16" " R 11" 2"R 1 3/16" HOLE, 4 REQD. 16 1/2" 5 7/8" 3 7/8" 5 3/4" 7 3/4" 1 1/2" PIPE O.D. 1/4 8" 5" 1/4 1/4" X 4" GUSSETS - 4 REQUIRED 1 1/2" 1/4 8 1/2" 1 3/4" HOT-DIP GLV. NCHOR BOLTS WITH TWO HOT-DIP GLV. HEX. HD. NUTS & WSHERS PER BOLT (4 REQD.). BSE DPTOR PLTE FOR 16-1/2 INCH BOLT CIRCLE FOUNDTION

171 SEE NOTE 1 STREET LIGHTING TWO (2) BRONZE FLT WSHERS ND LOCK WSHER ND BRSS NUT OR EXOTHERMIC WELD LOOP GROUND WIRE BETWEEN FLT WSHERS TWO (2) TIMES ND SECURE WITH NUT 3/8" X 2" BRSS PN HED MCHINE SCREW 1-3/4" 2-1/2" PULL BOX COVER - TOP VIEW PULL BOX COVER - SIDE VIEW TWO (2) BRONZE FLT WSHERS ND LOCK WSHER ND BRSS NUT OR EXOTHERMIC WELD LOOP GROUND WIRE BETWEEN FLT WSHERS TWO (2) TIMES ND SECURE WITH NUT COVER MOUNTING BOLT, TYP. GROUNDED CST IRON OR NON-CONDUCTIVE COVER (PER ENTITY) PROVIDE 18" MINIMUM FROM EDGE OF BOX FINISHED GRDE SIDEWLK 6" CLER #8 GREEN THWN PULL BOX C BRONZE SPLIT-BOLT CONNECTOR WTERPROOF WITH RUBBER ND ELECTRICL TPE (COMPRESSION CONNECTOR SHLL BE USED IN CLRK COUNTY) #4 THW PVC CONDUIT (TYPICL CST IRON LID SHOWN) 1. PULL BOX LID SHOULD BE TPPED WITH 3/8" X 16 COURSE THRED TP. 2. FOR TYPICL NO. 7 PULL BOX COVER GROUNDING, SEE STNDRD DRWING NO PROFESSIONL ELECTRICL ENGINEER STMP ON FILE 623 TRFFIC SIGNLS & STREETLIGHTING PULL BOX COVER BONDING DETIL

172 POLE NIPPLE S.S. BNDING HUB 2" 1/2" DED FRONT MOUNTING TB CHSE NIPPLE, LOCKRING ND BUSHING, TYP. 3" DED FRONT DRILL HOLE TO CLER SWITCH 1 1 FRONT BLIND RIVET, TYP. SIDE 2" 1/2" KEYED NOTE: SIZE OPENING FOR SWITCH 3" SWITCH BRCKET, 14 G. SIDE TB 1 SINGLE POLE, SINGLE THROW ON-OFF, 10 MP, 125 VC SWITCH, SELED, WITH 5 IN. WIRE LEDS MOUNTING HOLE, TYP. BOTTOM TB SWITCH BRCKET PROFESSIONL ELECTRICL ENGINEER STMP ON FILE 623 TRFFIC SIGNLS & STREETLIGHTING SUPPLEMENTL DRWING BYPSS SWITCH BRCKET FOR POLE MOUNTED STREET LIGHTING SERVICE M S1

173 CST IRON OR NON-CONDUCTIVE COVER FOR PEDESTRIN RES B C BRSS "L" BOLT ND NUT COVER D E PULL BOX F SIZE (COMMERCIL DESIGNTION) 3-1/ /4 30-5/8 B /4 17-5/8 C 3/4 2 2 BODY D E F 19-3/ /4 14-3/ / G N/ 10-1/4 11-1/2 NOMINL DIMENSION IN INCHES G 1. COVERS INSTLLED IN TRFFIC ND OPEN RES CCESSIBLE TO TRFFIC SHLL BE PER STNDRD DRWING NO EXTENSION S SPECIFIED BY THE ENGINEER 2. SEE STNDRD DRWING NO. 323 FOR COVER GROUNDING PRECST PRESTRESSED CONCRETE MEMBERS TRFFIC SIGNLS & STREETLIGHTING PRECST REINFORCED CONCRETE PULL BOX

174 CCESS HOLE TO PULL BOX "L" BOLTS STREETLIGHTING BED WELD INSCRIPTION STEEL FLOOR PLTE, 3/8" THICK, ROUND CORNERS TO MTCH EDGES OF PULL BOX COVER FINISHED GRDE SIDE 2" MOUNTING BRCKET, WELDED TO COVER, TYP. LOCTE TO MTCH PULL BOX "L" BOLTS 1/4" TYP. 15-1/4" 17-1/4" 8-5/8" 2-1/2" 1/4" 3/8" x 16 CORSE THRED TP, CENTERED BETWEEN RIBS. FOR COVER GROUND CONNECTION SEE STNDRD DRWING NO /4" TYP. 30-1/2" 2-1/4" TYP. BOTTOM 1. COVER USED IN TRFFIC ND OPEN RES CCESSIBLE TO TRFFIC ONLY. 2. TYPICL NO. 7 PULL BOX COVER SHOWN. SUBMIT OTHERS TO THE ENGINEER FOR PPROVL. 3. LL TRFFIC ND OPEN RE COVERS SHLL BE H 20 RTED STEEL STRUCTURES TRFFIC SIGNLS & STREETLIGHTING PULL BOX STREET COVER

175 SIDEWLK 8" UTILITY BOX WEKENED PLNE JOINTS UTILITY BOX BCK OF CURB CURB 8" GUTTER UTILITY BOXES IN SIDEWLK 8" WEKENED PLNE JOINTS EXPNSION JOINT DRIVEWY BCK OF CURB UTILITY BOX 8" 8" UTILITY BOX 8" DRIVEWY CURB 8" UTILITY BOXES BETWEEN DRIVEWYS GUTTER NOTE: SIDEWLK 1. PROVIDE MINIMUM OF 8" ROUND LL BOXES. NY BOX SHLL NOT BE PLCED WITHIN 3'-3" OF FIRE HYDRNTS IN DRIVEWYS OR DRIVEWY PRONS. THIS DRWINGS IS NOT INTENDED TO LIMIT THE NUMBER OF BOXES BETWEEN DRIVEWYS TO TWO. 2. FOR WTER SERVICE BOXES, REFER TO UDCS PLTE 1-7. WEKENED PLNE JOINTS TYPICL SECTION REINFORCING STEEL TRFFIC SIGNLS & STREETLIGHTING UTILITY PULL BOX LOCTIONS SIDEWLK ND BETWEEN DRIVEWYS

176 LP TIED 12" MIN. CONCRETE COLLR #4 REBR, 2" MIN. 4" MX FROM EDGE OF BOX GUTTER 8" MIN. LL ROUND CURB UTILITY BOX VRIES VRIES CONCRETE COLLR #4 REBR 6" 1" MIN. GRDE CURB 3" TYPICL SECTION PORTLND CEMENT CONCRETE REINFORCING STEEL TRFFIC SIGNLS & STREETLIGHTING CONCRETE ROUND PULL BOXES IN UNDEVELOPED RES

177 BCK OF CURB BCK OF SIDEWLK LC PEDESTL GUTTER GUTTER GUTTER CURB CURB CURB BEHIND SIDEWLK (FOR WIDTHS LESS THN 5 FT.) BCK OF CURB 36" MIN. SIDEWLK CONCRETE CP BCK PORTION OF SIDEWLK (FOR WIDTHS OF 5 FT. OR GRETER) BCK OF CURB 36" MIN. 36" MIN. SIDEWLK CONCRETE CP PEDESTL LC FRONT PEDESTL LC FRONT FRONT BCK OF SIDEWLK LC PEDESTL C L PEDESTL LC PEDESTL CONCRETE CP OPEN RE PORTLND CEMENT CONCRETE TRFFIC SIGNLS & STREETLIGHTING SERVICE PEDESTL SETBCK

178 TOP OF NCHOR BOLTS 5" /2" T SIDEWLK 6" 1/2" IN OPEN RE TPER 1" MIN. TO SIDEWLK 2" MIN. TO OPEN RE GRDE PEDESTL LC SERVICE PEDESTL NCHOR BSE, BOLT SPCING PER MNUFCTURER'S RECOMMENDTIONS 4" MIN. - 6" MX. CONCRETE CP FINISHED GRDE CURB 27" MIN. 24" MIN. - 36" MX. 3" MX. TOP OF FOUNDTION BRONZE NCHOR BOLT GROUNDING CONNECTORS, UL LISTED FOR UNDERGROUND USE (ONE PER BOLT) SEE NOTE 1 NCHOR BOLT, TYP., 3/8" X 18" X 2" HOT-DIP GLVNIZED WITH 2 CORROSION RESISTNT NUTS ND 2 FLT WSHERS PER BOLT 2" PVC SERVICE ENTRNCE CONDUIT 1 #4 WG SINGLE-STRND BRE COPPER GROUNDING CONDUCTOR 3" MIN. 1-1/4" PVC CONDUIT 24" SQURE CONCRETE FOUNDTION 15# FELT (2 LYERS) GROUNDING PLTE PER NEC MP SERVICE: 2" CONDUIT, 2 #1 THW ND 1 #6 WHITE THW 200 MP SERVICE: 2" CONDUIT, 2 #3/0 THW ND 1 #2 WHITE THW 1. BRE COPPER GROUNDING CONDUCTOR SHLL BE LOOPED ROUND NCHOR BOLTS ONE TIME ND CONNECTED TO ECH NCHOR BOLT BEFORE CONTINUING DOWN TO THE GROUNDING PLTE. 2. CBINET COVERS SHLL BE PRLLEL WITH CURB. 3. IN RES WHERE R/W PERMITS, THE CONCRETE BSE SHLL BE PLCED T T THE BCK EDGE OF THE SIDEWLK. 4. CBINET COVERS SHLL OPEN TOWRDS THE STREET WHEN CBINETS RE LOCTED T BCK OF WLK. CBINET COVERS SHLL OPEN PRLLEL TO THE SIDEWLK FCING THE DIRECTION OF TRFFIC WHEN LOCTED WITHIN THE SIDEWLK. 5. WIRE SIZES RE BSED ON UNDERGROUND FEED. 6. WIRE SIZES SHLL BE INCRESED FOR VOLTGE DROP LIMITTION WHEN RUN IS LONG. PROFESSIONL ELECTRICL ENGINEER STMP ON FILE 501 PORTLND CEMENT CONCRETE 623 TRFFIC SIGNLS & STREETLIGHTING B H M N SUPPLEMENTL DRWING SERVICE PEDESTL FOUNDTION S1

179 TOP OF NCHOR BOLTS 5" + - 1/2" T SIDEWLK 6" + - 1/2" IN OPEN RE TPER 1" MIN. TO SIDEWLK 2" MIN. TO OPEN RE GRDE PEDESTL LC #4 WG BRE COPPER MULTISTRNDED CONDUCTOR SERVICE PEDESTL NCHOR BSE, BOLT SPCING PER MNUFCTURER'S RECOMMENDTIONS 4" MIN. - 6" MX. CONCRETE CP FINISHED GRDE CURB 27" MIN. 24" MIN. - 36" MX. 3" MX. TOP OF FOUNDTION BRONZE NCHOR BOLT GROUNDING CONNECTORS, UL LISTED FOR UNDERGROUND USE (ONE PER BOLT) SEE NOTE 1 NCHOR BOLT, TYP., 3/8" X 18" X 2" HOT-DIP GLVNIZED WITH 2 CORROSION RESISTNT NUTS ND 2 FLT WSHERS PER BOLT 2" PVC SERVICE ENTRNCE CONDUIT 1 #4 WG SINGLE-STRND BRE COPPER GROUNDING CONDUCTOR 3" MIN. 1-1/4" PVC CONDUIT (2 TOTL) IF ONLY ONE (1) CIRCUIT IS BEING USED, THE SECOND CIRCUIT SHLL BE RUN TO THE PULL BOX OR STUBBED OUT ND CPPED FROM THE FOUNDTION. 1 C L 24" SQURE CONCRETE FOUNDTION 15# FELT (2 LYERS) GROUNDING PLTE PER NEC MP SERVICE: 2" CONDUIT, 2 #1/0 THW ND 1 #1/0 WHITE THW 200 MP SERVICE (CLRK COUNTY): 2" CONDUIT, 2 #4/0 THW ND 1 #4/0 WHITE THW 200 MP SERVICE (LS VEGS): 2" CONDUIT, 2 #3/0 THW ND 1 #3/0 WHITE THW 1. BRE COPPER GROUNDING CONDUCTOR SHLL BE LOOPED ROUND NCHOR BOLTS ONE TIME ND CONNECTED TO ECH NCHOR BOLT BEFORE CONTINUING DOWN TO THE GROUNDING PLTE. 2. CBINET COVERS SHLL BE PRLLEL WITH CURB. 3. IN RES WHERE R/W PERMITS, THE CONCRETE BSE SHLL BE PLCED T T THE BCK EDGE OF THE SIDEWLK. 4. CBINET COVERS SHLL OPEN TOWRDS THE STREET WHEN CBINETS RE LOCTED T BCK OF WLK. CBINET COVERS SHLL OPEN PRLLEL TO THE SIDEWLK FCING THE DIRECTION OF TRFFIC WHEN LOCTED WITHIN THE SIDEWLK. 5. WIRE SIZES RE BSED ON UNDERGROUND FEED. 6. WIRE SIZES SHLL BE INCRESED FOR VOLTGE DROP LIMITTION WHEN RUN IS LONG. PROFESSIONL ELECTRICL ENGINEER STMP ON FILE 501 PORTLND CEMENT CONCRETE 623 TRFFIC SIGNLS & STREETLIGHTING C L SUPPLEMENTL DRWING SERVICE PEDESTL FOUNDTION S2

180 UL LISTED REMOVBLE COVER PHOTO CONTROL STINLESS STEEL BNDING ND BRCKETS, TYP. LIGHTING CONTCTOR 60 MP., 240 VOLT, 2 POLE WITH 120 VOLT CONTROL METER SOCKET ND LOD CENTER SHLL BE SECURE ND RIGID ON THE POLE. FSTENERS IF USED SHLL NOT PENETRTE POLE SHFT, CHSE NIPPLE PLCEMENT SHLL BE S SHOWN FOR STBILITY "UL LISTED" NIPPLE OR CHSE NIPPLE WITH LOCK RING ND GROUNDING BUSHING C L METER SOCKET (PER UTILITY'S REQUIREMENTS) FCE METER WY FROM TRFFIC. HUB, RIN TIGHT STINLESS STEEL BNDING ND BUCKLES NIPPLE "UL LISTED" NIPPLE OR CHSE NIPPLE WITH LOCK RING ND GROUNDING BUSHING 6'-0" 12" MX. SINGLE PHSE, 3 WIRE, 120/240 VC CIRCUIT BREKER LOD CENTER, MIN LUGS ONLY, NEM 3R (RIN-TIGHT) ENCLOSURE WITH PDLOCKING PROVISIONS, ND MINIMUM OF EIGHT (8) SINGLE SPCES. BUSSING SHLL BE COPPER. FOR LOD MINS MPERE RTING, ND/OR CIRCUIT BREKER RTINGS, NUMBER OF POLES ND QUNTITY, SEE PLNS. SEE STNDRD DRWING NO. 324 FOR BYPSS SWITCH BRCKET INSTLLTION. POLE GROUNDING POINT FINISHED GRDE HNDHOLE (FCE WY FROM ONCOMING TRFFIC) SINGLE-STRND BRE #4 WG COPPER GROUNDING CONDUCTOR TO LOD CENTER. CONDUCTOR SHLL BE USED TO GROUND POLE ND MUST BE UNBROKEN. BRONZE GROUNDING CONNECTOR UL LISTED FOR UNDERGROUND USE CONCRETE FOUNDTION SEE STNDRD DRWING NO. 321 NOTE: RECOMMEND LOCTING SERVICE POINT S CLOSE TO THE CENTER OF THE STREETLIGHTING CIRCUIT S POSSIBLE. GROUNDING PLTE PROFESSIONL ELECTRICL ENGINEER STMP ON FILE 623 TRFFIC SIGNLS & STREETLIGHTING SUPPLEMENTL DRWING STREET LIGHTING SERVICE POINT LOCTED ON STREETLIGHT STNDRD M S1

181 SERVICE ENTRNCE WETHERHED TO UTILITY SINGLE PHSE, 3 WIRE, 120/240 VC SERVICE. LEVE MINIMUM OF 10 FEET SLCK IN ECH CONDUCTOR. 1 2" RIGID GLVNIZED STEEL CONDUIT 2-HOLE PIPE STRPS SPCED 5 FEET PRT METER SOCKET (PER UTILITY'S REQUIREMENTS) FCE METER WY FROM TRFFIC. SINGLE PHSE, 3 WIRE, 120/240 VC CIRCUIT BREKER LOD CENTER, MIN LUGS ONLY, NEM 3R (RIN-TIGHT) ENCLOSURE WITH PDLOCKING PROVISIONS, ND MINIMUM OF EIGHT (8) SINGLE SPCES. BUSSING SHLL BE COPPER. FOR LOD MINS MPERE RTING, ND/OR CIRCUIT BREKER RTINGS, NUMBER OF POLES ND QUNTITY, SEE PLNS. 6' RIGID GLVNIZED STEEL CONDUIT 1 NO. 4 WG GROUNDING CONDUCTOR ENCSED IN 1/2" E.M.T. 2-HOLE PIPE STRPS FINISHED GRDE EQUIPMENT GROUNDING: MINIMUM OF 20 FEET OF SOLID NO. 4 WG BRE COPPER WIRE, SPIRL WRPPED ROUND POLE WITH 1/2 INCH PITCH. SEE NOTE 2. 24" MIN. PVC TO STEEL CONDUIT DPTOR PVC COTED OR WRPPED WITH 10 MIL CORROSION PROTECTIVE TPE, 1/2 LPPED, RIGID GLVNIZED STEEL 90 ELBOW, 24" MIN. RDIUS PVC CONDUIT TO FIRST STREETLIGHT SEE NOTE MP SERVICE: 2" CONDUIT, 2 #1/0 THW ND 1 #4 WHITE THW 200 MP SERVICE: 2" CONDUIT, KCMIL THW ND 1 #1/0 WHITE THW (0.82 DERTE HS BEEN PPLIED FOR MBIENT TEMPERTURE) 1. LL WIRES TO BE COPPER; SEE PLNS FOR QUNTITY ND GGES. 2. WITH ENGINEER'S PPROVL, N 8 FT. BY 5/8 IN. COPPER-CLD GROUNDING ROD MY BE USED. 3. LL CONDUIT FITTINGS TO BE WTER-TIGHT. PROFESSIONL ELECTRICL ENGINEER STMP ON FILE TEMPORRY PPLICTION 120/240 VC SERVICE ON WOOD POLE OVERHED SERVICE

182 M POLE OR PEDESTL SERVICE EQUIPMENT 15 MP 1 POLE LINE (BLCK) PHOTO ELECTRIC CONTROL, MOUNTED T FIRST LIGHTING STNDRD FCE PE CELL NORTH PE 120 VOLT COIL LOD (RED) NEUTRL (WHITE) BYPSS SW 3 #10 THW NEUTRL BUS 60 MP 60 MP 2 POLE 2 POLE LIGHTING CONTCTOR 2 #4 THW (240 VOLT) 2 SERVICE ENTRNCE #4 THW, TYP. BRONZE SPLIT-BOLT CONNECTOR, TPE TO INSULTE TO THE DIELECTRIC STRENGTH OF THE CONDUCTOR INSULTION TO END OF CIRCUIT #10 THW STRNDED 2 POLE WTERPROOF FUSE HOLDER ND FUSES, TYP. SEE STNDRD DRWING NO /2 UF WITH GROUND LUMINIRE TYP MP SERVICE: 2" CONDUIT, 2 #1 THW ND 1 #6 WHITE THW 200 MP SERVICE: 2" CONDUIT, 2 #3/0 THW ND 1 #2 WHITE THW FOR POLE SERVICE, WIRE SIZES SHLL BE TEMPERTURE DERTED. GROUNDING ND BONDING CONDUCTORS OMITTED FOR CLRITY, SEE STNDRD DRWING NOS. 336 ND SINGLE POLE, SINGLE THROW, ON-OFF, 10 MP, 125 VC SWITCH, SELED, WITH 5 IN. LEDS PROFESSIONL ELECTRICL ENGINEER STMP ON FILE 623 TRFFIC SIGNLS & STREETLIGHTING B H M N SUPPLEMENTL DRWING STREETLIGHT CIRCUIT ONE LINE DIGRM S1

183 MIN M POLE OR PEDESTL SERVICE EQUIPMENT 15 MP 1 POLE BYPSS SW 3 LINE (BLCK) NEUTRL BUS #14 THW PHOTOELECTRIC CONTROL PE 120 VOLT COIL 60 MP ELECTRONIC TYPE INSTLLED IN SERVICE PEDESTL, RE RESERCH SST-IES OR PPROVED EQUL. LOD (RED) NEUTRL (WHITE) NEM RTED CONTINUOUS DUTY TYPE LIGHTING CONTCTOR GENERL ELECTRIC NO. CR360L40202Z OR PPROVED EQUL. LL SERVICES SHLL BE PD-MOUNTED. POLE- MOUNTED SERVICES RE NOT CCEPTBLE. 60 MP 2 POLE 2 POLE LIGHTING CONTCTOR 2 #4 THW (240 VOLT) 2 SERVICE ENTRNCE #4 THW, TYP. BRONZE SPLIT-BOLT CONNECTOR, TPE TO INSULTE TO THE DIELECTRIC STRENGTH OF THE CONDUCTOR INSULTION LL CONDUCTORS SHLL BE COPPER. TO END OF CIRCUIT #10 THW STRNDED 2 POLE WTERPROOF FUSE HOLDER ND FUSES, TYP. SEE STNDRD DRWING NO /2 UF WITH GROUND NOTE: SERVICE PEDESTL SSEMBLY SHLL BE FCTORY SSEMBLED OR BUILT BY UL LISTED VENDOR. LUMINIRE TYP. 1 2 FOR CONDUIT SIZE ND WIRING REQUIREMENTS FOR STREETLIGHT SERVICE, SEE STNDRD DRWING NO. 332.S2. GROUNDING ND BONDING CONDUCTORS OMITTED FOR CLRITY, SEE STNDRD DRWING NOS. 336 ND SINGLE POLE, SINGLE THROW, ON-OFF, 15 MP, 125 VC SWITCH, SELED, WITH 5 IN. LEDS PROFESSIONL ELECTRICL ENGINEER STMP ON FILE 623 TRFFIC SIGNLS & STREETLIGHTING C L SUPPLEMENTL DRWING STREETLIGHT CIRCUIT ONE LINE DIGRM S2

184 STEEL POLE LUMINIRE PEDESTL SERVICE METER SOCKET 1 NEUTRL/GROUND BUS M EQUIPMENT GROUND SCREW #10 BRE COPPER (PRT OF UF CBLE) METLLIC PULL BOX COVER EXOTHERMIC WELD OR BOLTED CONNECTION SEE STNDRD DRWING NO. 323 #4 WG SINGLE- STRND BRE COPPER GROUNDING CONDUCTOR, UNBROKEN #8 GREEN THWN BRONZE SPLIT-BOLT CONNECTOR, TYP. #8 GREEN THWN NCHOR BOLTS (4) TO NEXT STNDRD BRONZE GROUNDING CONNECTORS (4) SEE STNDRD DRWING NO. 321, 332.S1, OR 332.S2 POLE GROUNDING POINT, SEE STNDRD DRWING NO. 338 #4 BRE COPPER GROUNDING PLTE 1 FOR CONDUIT SIZE ND WIRING REQUIREMENTS FOR STREET LIGHT SERVICE, SEE STNDRD DRWING NO. 332.S2 FOR LS VEGS ND CLRK COUNTY ONLY ND 332.S1 FOR LL OTHER ENTITIES. PROFESSIONL ELECTRICL ENGINEER STMP ON FILE 623 TRFFIC SIGNLS & STREETLIGHTING SYSTEM GROUNDING PLN WITH PEDESTL SERVICE

185 STEEL POLE WITH SERVICE LIGHTING CONTCTOR LUMINIRE, TYP. STEEL POLE EQUIPMENT GROUND SCREW, TYP. #10 BRE COPPER (PRT OF UF CBLE) METER SOCKET M #8 GREEN THWN METLLIC PULL BOX COVER 1 LOD CENTER NEUTRL BUS EXOTHERMIC WELD OR BOLTED CONNECTION SEE STNDRD DRWING NO. 323 #4 WG SINGLE-STRND BRE COPPER GROUNDING CONDUCTOR, UNBROKEN #8 GREEN THWN #8 GREEN THWN BRONZE SPLIT-BOLT CONNECTOR, TYP. POLE GROUNDING POINT, TYP. SEE STNDRD DRWING NO. 338 TO NEXT STNDRD NCHOR BOLTS (4) BRONZE GROUNDING CONNECTORS (4) SEE STNDRD DRWING NO. 321 OR 333.S1 #4 BRE COPPER MP SERVICE: 1 #4 WHITE THW 200 MP SERVICE: 1 #1/0 WHITE THW GROUNDING PLTE PROFESSIONL ELECTRICL ENGINEER STMP ON FILE 623 TRFFIC SIGNLS & STREETLIGHTING SYSTEM GROUNDING PLN WITH POLE MOUNTED SERVICE

186 BRONZE SPLIT-BOLT CONNECTOR OR PPROVED EQUL INSULTED PER STNDRD SPECIFICTIONS 10/2 UF WITH GROUND G B #10 BRE COPPER LOD SIDE #4 WG SINGLE-STRND BRE COPPER GROUNDING CONDUCTOR DOUBLE POLE WTERPROOF FUSE HOLDER SSEMBLY LINE SIDE HEX HED NON-CORROSIVE CP SCREW WITH FLT WSHER #10 THW STRNDED POLE GROUNDING POINT HNDHOLE, PROVIDE SLCK IN WIRES TO EXTRCT FUSE HOLDER ND CONNECTIONS, 18" MIN. 2 #4 THW ND 1 #8 GREEN THWN POLE SHFT #4 WG SINGLE-STRND BRE COPPER GROUNDING CONDUCTOR BRONZE NCHOR BOLT GROUNDING CONNECTOR UL LISTED FOR UNDERGROUND USE 3" 1-1/4" PVC CONDUIT PROFESSIONL ELECTRICL ENGINEER STMP ON FILE 623 TRFFIC SIGNLS & STREETLIGHTING LIGHTING STNDRD WIRING DIGRM, 240 VOLT, TWO WIRE

187 BRONZE SPLIT-BOLT CONNECTOR OR PPROVED EQUL INSULTED PER STNDRD SPECIFICTIONS 10/2 UF WITH GROUND, TYP. G B #10 BRE COPPER, TYP. LOD SIDE, TYP. #4 WG SINGLE-STRND BRE COPPER GROUNDING CONDUCTOR DOUBLE POLE WTERPROOF FUSE HOLDER SSEMBLY, TYP. LINE SIDE, TYP. #10 THW STRNDED, TYP. HEX HED NON-CORROSIVE CP SCREW WITH FLT WSHER POLE GROUNDING POINT 2 #4 THW ND 1 #8 GREEN THWN HNDHOLE, PROVIDE SLCK IN WIRES TO EXTRCT FUSE HOLDERS ND CONNECTIONS, 18" MIN. POLE SHFT #4 WG SINGLE-STRND BRE COPPER GROUNDING CONDUCTOR 3" BRONZE NCHOR BOLT GROUNDING CONNECTOR UL LISTED FOR UNDERGROUND USE 1-1/4" PVC CONDUIT PROFESSIONL ELECTRICL ENGINEER STMP ON FILE 623 TRFFIC SIGNLS & STREETLIGHTING TWIN LIGHTING STNDRD WIRING DIGRM, 240 VOLT, TWO WIRE

188 BRONZE SPLIT-BOLT CONNECTOR OR PPROVED EQUL INSULTED PER STNDRD SPECIFICTIONS. LTERNTE PHSE CONNECTIONS T ECH POLE G N B 10/2 UF WITH GROUND NEUTRL #10 BRE COPPER LOD SIDE #4 WG SINGLE-STRND BRE COPPER GROUNDING CONDUCTOR SINGLE POLE WTERPROOF FUSE HOLDER SSEMBLY LINE SIDE HEX HED NON-CORROSIVE CP SCREW WITH FLT WSHER #10 THW STRNDED POLE GROUNDING POINT 2 #4 WHITE THW HNDHOLE, PROVIDE SLCK IN WIRES TO EXTRCT FUSE HOLDER ND CONNECTIONS, 18" MIN. 3 #4 THW ND 1 #8 GREEN THWN POLE SHFT #4 WG SINGLE-STRND BRE COPPER GROUNDING CONDUCTOR BRONZE NCHOR BOLT GROUNDING CONNECTOR UL LISTED FOR UNDERGROUND USE 3" 1-1/4" PVC CONDUIT PROFESSIONL ELECTRICL ENGINEER STMP ON FILE 623 TRFFIC SIGNLS & STREETLIGHTING LIGHTING STNDRD WIRING DIGRM 120 VOLT, ONE PHSE, THREE WIRE

189 MNHOLE 1. MNHOLE MTERILS ND CONSTRUCTION SHLL CONFORM TO THE REQUIREMENTS OF SECTION 609, "CTCH BSINS, MNHOLES ND INLETS" OF THE "STNDRD SPECIFICTIONS". 2. REINFORCING STEEL SHLL BE S SHOWN, WIRED TIGHTLY T LL INTERSECTIONS ND EMBEDDED T LEST ONE (1) INCH CLER UNLESS OTHERWISE NOTED. 3. EXCVTION SHLL BE S NERLY VERTICL S POSSIBLE (SHEET ND SHORE, IF SOIL CONDITIONS REQUIRE), IN EXISTING STREET SECTIONS, LLEY SECTIONS ND CONFINED RES SUCH S LIMITED ESEMENTS OR DJCENT TO STRUCTURES. NTURL NGLE OF REPOSE WILL LLOW IN LL OTHER RES. 4. MNHOLE DESIGN FOR PIPE LRGER THN SIXTY (60) INCHES SHLL BE SUBMITTED TO THE ENGINEER FOR PPROVL. 5. MNHOLE DESIGN FOR DEPTHS EXCEEDING EIGHTEEN (18) FEET SHLL BE SUBMITTED TO THE ENGINEER FOR PPROVL. 6. TYPE ND SIZE OF MNHOLE TO BE CONSTRUCTED IN PRTICULR LOCTION SHLL BE DETERMINED BY THE PIPE SIZE, LIGNMENT ND GRDE S FOLLOWS: TYPE I FORTY-EIGHT (48) INCH SIZE. LL CSES FOR PIPE EIGHTEEN (18) INCHES ND SMLLER. B. TWENTY-FOUR (24) INCHES ND SMLLER PIPE ON TNGENT LINE ND GRDE. SIXTY (60) INCH SIZE. TWENTY-SEVEN (27) INCH THROUGH THIRTY-SIX (36) INCH PIPE ON TNGENT LINE ND GRDE. B. TWENTY-ONE (21) INCH THROUGH TWENTY-SEVEN (27) INCH PIPE T NGLE POINTS ND CHNGES IN GRDE OR PIPE SIZE. TYPE I- USED IN PLCE OF TYPE I WHEN COVER BOVE CONDUIT IS LIMITED, ND WHEN PPROVED BY THE ENGINEER. TYPE II FORTY-EIGHT (48) INCH SIZE. THIRTY (30) INCH THROUGH SIXTY (60) INCH PIPE ON TNGENT LINE WITH CHNGE IN GRDE OR PIPE SIZE CONCRETE CTCH BSINS, MNHOLES & INLETS STORM DRIN MNHOLES GENERL NOTES SHEET 1 OF 2

190 MNHOLE NOTES (CONTINUED): TYPE III TNGENT SIXTY (60) INCH SIZE. THIRTY-NINE (39) INCH THROUGH SIXTY (60) INCH PIPE ON TNGENT LINE ND GRDE WITH NO CHNGE IN PIPE SIZE. NGLE POINT SIXTY (60) INCH SIZE. THIRTY (30) INCH THROUGH SIXTY (60) INCH PIPE T THE NGLE POINT IN LINE. 7. PRECST MNHOLE COMPONENTS SHLL CONFORM TO STM C DISTNCE BETWEEN THE TOP OF MNHOLE ND FIRST STEP SHLL BE MXIMUM OF SIXTEEN (16) INCHES. MNHOLE STEPS SHLL BE GROUTED IN PLCE (CLRK COUNTY ONLY) DISTNCE BETWEEN MNHOLES SHLL BE MXIMUM OF FOUR HUNDRED (400) FEET. MNHOLE SPCING SHLL BE REFERRED TO THE WSTE WTER COLLECTION STNDRDS CONCRETE CTCH BSINS, MNHOLES & INLETS STORM DRIN MNHOLES GENERL NOTES SHEET 2 OF 2

191 DROP INLET 1. LL DROP INLETS, REGRDLESS OF TYPE, SHLL BE LOCTED SUCH THT THE CURB OPENING (OR GRTE) IS MINIMUM OF TEN (10) FEET FROM THE NEREST P.C. OR P.T. OF THE CURRENT OR FUTURE CURB RETURN. 2. FOR CURB RETURNS WHERE LOW POINT CONDITION EXIST OR IS PROPOSED T THE P.C. OR P.T., THE CURB PROFILE SHLL BE DESIGNED SUCH THT THE LOW POINT COINCIDES WITH THE CURB OPENING S SPECIFIED ON NOTE NO IF DRIVEWYS OR UTILITIES EXIST, THE ENTITY ENGINEER SHLL PPROVE THE LOCTION OF THE DROP INLET CONCRETE CTCH BSINS, MNHOLES & INLETS STORM DRIN DROP INLET GENERL NOTES

192 B SYM. B C D E F ITEM RING & COVER GRDE DJUSTING RING 1' SECTION REIN. CONC. PIPE 2' SECTION REIN. CONC. PIPE 3' SECTION REIN. CONC. PIPE BSE TPER C CONCRETE COLLR SEE STNDRD STREET ELEV. 4" 16" MINIMUM, 22" MXIMUM SIZE S NECESSRY D E 15" 30" SEE NOTE 4 TONGUE & GROOVE JOINTS FULL MORTRED JOINTS (CLSS "B" MORTR) TPER DI. HEIGHT H 48" 36" 60" 58" 30" TO 48" 36" 48" TO 60" 24" BROOM FINISH F 6" (TYP.) S=0.10 SMOOTH FINISH 6" EXPLODED VIEW FORM SMOOTH CURVE IN MNHOLE BSE FOR PIPE JUNCTION ISOMETRIC VIEW IN UNIMPROVED NON-TRFFIC RES, TOP OF MNHOLE SHLL BE 6" TO 9" BOVE GRDE. PIPES SHLL NOT PROTRUDE MORE THN 3" INSIDE OF MNHOLE SECTION. CONSTRUCT WTER TIGHT CONNECTION TO MNHOLE. 3. PIPE SECTION LENGTHS RRNGED TO FIT DEPTH. 4. N OPTIONL TWO PIECE 30" TO 48" ND 48" TO 60" CONE MY BE USED. 5. THE USE OF 30" RING ND COVER SHLL BE PPROVED BY THE ENTITY ENGINEER. 501 CONCRETE & MORTR 609 CTCH BSINS, MNHOLES & INLETS TYPE I MNHOLE 30 INCH RING ND COVER

193 B SYM. B C D E F ITEM RING & COVER GRDE DJUSTING RING 1' SECTION REIN. CONC. PIPE 2' SECTION REIN. CONC. PIPE 3' SECTION REIN. CONC. PIPE BSE TPER CONCRETE COLLR SEE STNDRD 408 4" STREET ELEV. 16" MINIMUM, 22" MXIMUM SIZE S NECESSRY C D E 12" 24" SEE NOTE 4 TONGUE & GROOVE JOINTS FULL MORTRED JOINTS (CLSS "B" MORTR) TPER DI. HEIGHT H 48" 36" 60" 58" 24" TO 48" 36" 48" TO 60" 24" BROOM FINISH 6" (TYP.) S=0.10 SMOOTH FINISH F 6" EXPLODED VIEW FORM SMOOTH CURVE IN MNHOLE BSE FOR PIPE JUNCTION ISOMETRIC VIEW IN UNIMPROVED NON-TRFFIC RES, TOP OF MNHOLE SHLL BE 6" TO 9" BOVE GRDE. PIPES SHLL NOT PROTRUDE MORE THN 3" INSIDE OF MNHOLE SECTION. CONSTRUCT WTER TIGHT CONNECTION TO MNHOLE. 3. PIPE SECTION LENGTHS RRNGED TO FIT DEPTH. 4. N OPTIONL TWO PIECE 24" TO 48" ND 48" TO 60" CONE MY BE USED. 501 CONCRETE & MORTR 609 CTCH BSINS, MNHOLES & INLETS TYPE I MNHOLE

194 8" FLT SLB B STREET ELEV. C CONCRETE COLLR SEE STNDRD DWG. NO " D TONGUE ND GROOVE JOINTS 48" or 60" E FULL MORTRED JOINTS (CLSS "B" MORTR) 6" F 6" SYM. B C D ITEM RING & COVER GRDE DJUSTING RING 1' SECTION REIN. CONC. PIPE 2' SECTION REIN. CONC. PIPE E 3' SECTION REIN. CONC. PIPE NOTE: F BSE 1. PIPE SECTION LENGTHS RRNGED TO FIT DEPTH. 2. THE USE OF 30" RING ND COVER SHLL BE PPROVED BY THE ENTITY ENGINEER. 501 CONCRETE & MORTR 609 CTCH BSINS, MNHOLES & INLETS TYPE I MNHOLE 30 INCH RING ND COVER

195 8" FLT SLB B STREET ELEV. C CONCRETE COLLR SEE STNDRD DWG. NO " D TONGUE ND GROOVE JOINTS 48" or 60" E FULL MORTRED JOINTS (CLSS "B" MORTR) 6" F 6" NOTE: 1. PIPE SECTION LENGTHS RRNGED TO FIT DEPTH. SYM. B C D E F ITEM RING & COVER GRDE DJUSTING RING 1' SECTION REIN. CONC. PIPE 2' SECTION REIN. CONC. PIPE 3' SECTION REIN. CONC. PIPE BSE 501 CONCRETE & MORTR 609 CTCH BSINS, MNHOLES & INLETS TYPE I MNHOLE

196 B SEE TYPE I MNHOLE 30" RING ND COVER FOR DIMENSIONS ND DETILS 4" E.W. 4'-0" 12" E.W. 4" 10" 24" 10" 10" 4" 60" MIN. 10" 4" 3" RDIUS #4 BRS 4" O.C. I.D. 8" MIN. 10" EDGES TO BE ROUNDED TO 3" RDIUS 4" 12" E.W. SECTION B-B B PLN SEE TYPE I MNHOLE 30" RING ND COVER FOR DIMENSIONS ND DETILS 4'-0" 4" E.W. OPTIONL CONSTRUCTION JOINT 10" 10" 2" MIN. 10" W (SEE NOTE 2) 6" MIN. 1/2" 1/2" 6" MIN. 10" 4'-0" MIN. 4 BRS T 12" E.W. 1. STEPS SHLL BE INSTLLED ON THE SIDE WLL OF THE MNHOLE. 2. W = I.D INCHES MIN. BUT IN NO CSE SHLL W BE LESS THN 60-INCHES. 3. THE USE OF 30" RING ND COVER SHLL BE PPROVED BY THE ENTITY ENGINEER. 3" CL. (TYP.) SECTION - 12" E.W. 8" MIN. 501 CONCRETE ND MORTR 505 REINFORCING STEEL 609 CTCH BSINS, MNHOLES & INLETS TYPE II MNHOLE 30 INCH RING ND COVER 11/10/

197 DI. OF SIDE DRIN 16" MX. MNHOLE STEPS TYPE II-SD MNHOLE SHEET 1 OF 3

198 STTION SHOWN ON DRWING MNHOLE STEPS 16" MX. 16" MX MNHOLE STEPS D=DI. STTION SHOWN ON DRWING 16" MX TYPE II-SD MNHOLE SHEET 2 OF 3

199 8" OC DI OF SIDE DRIN STTION SHOWN ON DRWING MNHOLE STEPS TYPE II-SD MNHOLE SHEET 3 OF 3

200 B SEE TYPE I MNHOLE FOR DIMENSION OF DETILS 4" E.W. 4'-0" 12" E.W. 4" 10" 24" 10" 10" 4" 60" MIN. 10" 4" 3" RDIUS #4 BRS 4" O.C. I.D. 8" MIN. 10" EDGES TO BE ROUNDED TO 3" RDIUS 4" 12" E.W. SECTION B-B B PLN SEE TYPE I MNHOLE FOR DIMENSIONS ND DETILS 4'-0" 4" E.W. OPTIONL CONSTRUCTION JOINT 10" 10" 2" MIN. 10" W (SEE NOTE 2) 6" MIN. 1/2" 1/2" 6" MIN. 10" 4'-0" MIN. 4 BRS T 12" E.W. 1. STEPS SHLL BE INSTLLED ON THE UPSTREM WLL OF THE MNHOLE. 2. W = I.D INCHES MIN. BUT IN NO CSE SHLL W BE LESS THN 60-INCHES. 3" CL. (TYP.) 12" E.W. 8" MIN. SECTION CONCRETE ND MORTR 505 REINFORCING STEEL 609 CTCH BSINS, MNHOLES & INLETS TYPE II MNHOLE 405

201 30" MIN. PIPE I.D. OR 48" MX. 10" MIN. 4" MIN. B B 4" MIN. 4" MIN. 48" 4" MIN. PLN 8" MX. 4" MIN. 6" MIN. SEE TYPE I MNHOLE FOR DIMENSIONS ND DETILS 10" MIN. 4" MIN. 6" MX. NO. 4 T 4" ECH WY UNDISTURBED ERTH CN BE USED S FORM FORM CIRCULR OR ELLIPTICL HOLE 30" MIN. DIM. 5" CL. SNDBGS MY BE USED S FORM UNDISTURBED ERTH CN BE USED S FORM 11" 0" MIN. 12" MX. SNDBGS MY BE USED S FORM 9" MIN. NO. 4 T 12" NO. 4 T 6" NOTE: 6" MIN. SECTION - TNGENT 1. STEPS SHLL BE INSTLLED ON THE UPSTREM WLL OF THE MNHOLE. SND BEDDING 2. THE USE OF 30" RING ND COVER SHLL BE PPROVED BY THE ENTITY ENGINEER. 8" TYP. 3" TYP. SECTION B-B NGLE POINT #4 BRS T 12" E.W. SLOPE TO CONFORM WITH PIPE BELOW LINE PROVIDE SMOOTH FINISH 501 CONCRETE 505 REINFORCING STEEL 609 CTCH BSINS, MNHOLES & INLETS TYPE III MNHOLE 30 INCH RING ND COVER

202 PIPE I.D. OR 48" MX. 10" MIN. 4" MIN. B B 4" MIN. 4" MIN. 48" 4" MIN. PLN 8" MX. 4" MIN. 6" MIN. SEE TYPE I MNHOLE FOR DIMENSIONS ND DETILS 10" MIN. 4" MIN. 6" MX. NO. 4 T 4" ECH WY ERTH IN PLCE CN BE USED S FORM FORM CIRCULR OR ELLIPTICL HOLE 5" CL. SNDBGS MY BE USED S FORM ERTH IN PLCE CN BE USED S FORM 11" 0" MIN. 12" MX. SNDBGS MY BE USED S FORM 9" MIN. NO. 4 T 12" NO. 4 T 6" 6" MIN. SECTION - TNGENT SND BEDDING 8" TYP. 3" TYP. #4 BRS T 12" E.W. SLOPE TO CONFORM WITH PIPE BELOW LINE PROVIDE SMOOTH FINISH NOTE: 1. STEPS SHLL BE INSTLLED ON THE UPSTREM WLL OF THE MNHOLE. SECTION B-B NGLE POINT 501 CONCRETE 505 REINFORCING STEEL 609 CTCH BSINS, MNHOLES & INLETS TYPE III MNHOLE 406

203 4'-4" MIN. ST SHOWN ON PLNS 8" MIN. 2'-0" MIN. "TEE" SECTION #6 T 6" O.C. ECH SIDE STEPS SLOPE SHOWN ON PROFILE INV SHOWN ON PROFILE BEDDING MH FRME & COVER C L GRDE RINGS MIN. (2) 3", (1) 6" MNHOLE 30" NOTE: 1. THE USE OF 30" RING ND COVER SHLL BE PPROVED BY THE ENTITY ENGINEER. MH STEPS TRENCH WLL "TEE" SECTION #6 BRS 4'-0" CLSS PCC 1 POUR GINST UNDISTURBED ERTH 8" MIN. BEDDING SECTION CONCRETE 609 CTCH BSINS, MNHOLES & INLETS PRECST MNHOLE TEES 30 INCH RING ND COVER

204 4'-4" MIN. ST SHOWN ON PLNS 8" MIN. 2'-0" MIN. "TEE" SECTION #6 T 6" O.C. ECH SIDE STEPS SLOPE SHOWN ON PROFILE INV SHOWN ON PROFILE BEDDING MH FRME & COVER C L GRDE RINGS MIN. (2) 3", (1) 6" 2'-0" MNHOLE MH STEPS TRENCH WLL "TEE" SECTION 4'-0" #6 BRS POUR GINST UNDISTURBED ERTH 8" MIN. BEDDING SECTION CONCRETE 609 CTCH BSINS, MNHOLES & INLETS PRECST MNHOLE TEES 407

205 CONCRETE 1 NO. 4 BR WRPPED ROUND DIMETER PLN 3/4" OPEN GRDE OR SEL COT OVER SLB 12" MIN. 8" CONCRETE GRDE RING SECTION CONCRETE COLLR TO BE CONSTRUCTED 1/8" BELOW SURFCE OF DENSE GRDE WHERE OPEN GRDE IS NOT USED. CONCRETE COLLR NOT REQUIRED IN UNINCORPORTED CLRK COUNTY RESIDENTIL STREETS LESS THN 80' R/W WIDTH. THE USE OF 30" RING ND COVER SHLL BE PPROVED BY THE ENTITY ENGINEER. C 501 CONCRETE 505 REINFORCING STEEL CONCRETE COLLR ROUND MNHOLES 30 INCH RING ND COVER 11/10/

206 CONCRETE 1 NO. 4 BR WRPPED ROUND DIMETER PLN 3/4" OPEN GRDE OR SEL COT OVER SLB 12" MIN. 8" CONCRETE GRDE RING SECTION CONCRETE COLLR TO BE CONSTRUCTED 1/8" BELOW SURFCE OF DENSE GRDE WHERE OPEN GRDE IS NOT USED. CONCRETE COLLR NOT REQUIRED IN UNINCORPORTED CLRK COUNTY RESIDENTIL STREETS LESS THN 80' R/W WIDTH. C 501 CONCRETE 505 REINFORCING STEEL B C H L M N CONCRETE COLLR ROUND MNHOLES

207 M T E N I T Y S T O R M 1-1/2" O F 3/4" E D N R I 32" 2" 3" 31-1/2" N 3/4" 1-3/8" 1" DI. VENT HOLE COVER 4" 32-3/16" 30" CLER 33-1/4" 38" 1-1/2" FRME 1. FRME ND COVER TO BE LHMBR FOUNDRY COMPNY TYPE 1310 IN CCORDNCE WITH STM -48, CLSS 30, OR PPROVED EQUL. 2. CST IRON SHLL HVE MINUMUM TENSILE STRENGTH OF 30,000 P.S.I. 3. FRME ND COVER MCHINED TO FIT. 4. WEIGHT OF FRME ND COVER 330 LBS. MINIMUM. 5. THE USE OF 30" RING ND COVER SHLL BE PPROVED BY THE ENTITY ENGINEER. 712 MISCELLNEOUS METLS STNDRD MNHOLE 30 INCH COVER ND RING 11/10/

208 M T E N I T Y S T O R M O F 3/4" E D N R I 24" 2" 3" 23-1/2" N 3/4" 1-1/2" 1" DI. VENT HOLE COVER 4" 24-1/2" 22" CLER 26-1/2" 31" 1-1/2" FRME 1. FRME ND COVER TO BE LHMBR FOUNDRY COMPNY TYPE 1310 IN CCORDNCE WITH STM -48, CLSS 30, OR PPROVED EQUL. 2. CST IRON SHLL HVE MINUMUM TENSILE STRENGTH OF 30,000 P.S.I. 3. FRME ND COVER MCHINED TO FIT. 4. WEIGHT OF FRME ND COVER 330 LBS. MINIMUM. 712 MISCELLNEOUS METLS STNDRD MNHOLE COVER ND RING 409

209 13" 3-3/8" 8-1/2" 14" 3-3/8" 5-1/8" 1. MNHOLE STEP SHLL CONFORM TO.S.T.M. C-478 ND C LUMINUM STEPS SHLL BE SOLID, MDE FROM MTERIL IN CONFORMNCE WITH.S.T.M. B221 (LLOY 6005-TS). 3. REINFORCED PLSTIC STEPS SHLL BE POLYPROPYLENE PLSTIC, WITH NO. 3 (MIN.) DEFORMED STEEL ROD (GRDE 60/.S.T.M. -615). 4. STEPS SHLL BE EVENLY SPCED FROM 12" TO 16". 5. LL STEPS MUST BE EPOXIED IN PLCE DURING THE INSTLLTION PROCESS. MNHOLE STEPS STNDRD MNHOLE STEPS

210 B C TOC/BOC (TYP) MTCH LIP OF GUTTER EXPNSION JOINT BCK OF CURB NCHOR BOLTS (SEE DETIL "") VULT WLL 24" "L" TYPE CURB & GUTTER FCE OF CURB 3" 24" O.C. (TYP) C 4x5 CHNNEL B 1/2" -307 NCHOR BOLTS T 24" O.C. C 4x5 CHNNEL DETIL "B" 6" BCK OF CURB (BOC) EXPNSION JOINT MTCH LIP OF GUTTER 9" DIRECTION OF FLOW FCE OF CURB (FOC) 0.41' BELOW TOC LIP (TYP.) C 4x5 CHNNEL 0.45' BELOW TOC G.B. (TYP.) L (VRIES) SEE PLNS C C 4x5 CHNNEL SEE DET. "" PLN VIEW (2) #5 BRS CONT. (TOP) TOC 15" 18" 24" 0.45' BELOW TOC G.B. (TYP) 6' TRNSITION (TYPICL) 0.41' BELOW TOC R=2" 1/4" 12" (10" T ENDS, SEE DETIL "B") DETIL "" 10" 4-1/2" F.O.C. 1" R 0.45' BELOW TOC G.B. 0.41' BELOW TOC LIP (6) #5 BRS CONT. (TOP) #6 BENT BRS 12" (24" MIN. LP TYP.) 1-1/2" KEY 12" 7-1/2" 1-1/2" CLR. 30" 7" 6" 8" 19" 31" H (VRIES) SEE PLNS C 4x5 CHNNEL SEE DET. "" THIS SHT. #5 18" O.C. BRS #5 BRS 18" O.C., STGGERED E.F. 1-1/2" KEY SEE PLNS `S' 24" MIN. LP TYP. (U.O.N.) 6" B BRS 3" (4) #4 BRS CONT. (BOTTOM) `W' `W' BRS 18" x 36" DROP INLET FRME ND GRTE PER STD. DRWING # ' BELOW TOC G.B. 1" 0.41' BELOW TOC LIP 27" SECTION B-B DROP INLET FRME ND GRTE PER STD. DRWING #417 30" VRIES 10" 6" THIS SHT. CLER SLB WLLS INLET TOP H (MX) DIM. `S' DIM. `W' BRS B BRS 4'-0" 8" 8" 10" O.C. 12" O.C. 6'-0" 8" 8" 12" O.C. 12" O.C. 8'-0" 8" 9" 12" O.C. 12" O.C. 10'-0" 8" 9" 12" O.C. 12" O.C. SECTION - 8" CHNNEL NGLE TO MTCH CURB FCE 3-#5 HORIZ. 4-#5 VERT. 3-#5 DIG. (TYP. 4-PLCS.) OPENING FOR RCP 2" CLR. (TYP.) 1" CLR. BETWEEN 4-#5 VERT. BRS. (TYP.) 3-#5 HORIZ. PIPE ND DROP INLET JUNCTION WLL DETIL 1. LL REBR SHLL HVE 2-1/2" COVER U.O.N. 2. LL CONCRETE SHLL BE CLSS D 4000 PSI. 3. SEE PLNS FOR LENGTH (L) ND DEPTH (H) OF ECH INLET. 4. SEE PLNS FOR SIZE ND LOCTION OF OUTLET PIPE. 5. LL EXPOSED STEEL SHLL BE HOT DIPPED GLVNIZED. W DOWNSTREM INLET WLL 6. LL DMGED GLVNIZED STEEL SHLL BE PINTED WITH MINIMUM 3.5 MIL. COT OF ONE OF THE FOLLOWING ZINC RICH PINTS: GLVONOX TYPE I LPS COLD GLVNIZE SHERWIN-WILLIMS "ZINC CLD I" 7. LL REBR SHLL BE GRDE LL STRUCTURL STEEL SHLL BE 36. SECTION C-C 9. LL NCHOR BOLTS SHLL BE BEDDING FOR DROP INLET SHLL BE 6" MIN. OF TYPE II GGREGTE BSE COMPCTED TO 95% MXIMUM DENSITY PER STM D CONCRETE CONCRETE STRUCTURES REINFORCING STEEL STEEL MODIFIED TYPE "" DROP INLET

211 NO. 4 3" O.C. "D" T TBLE "T" NO. 4 BRS 9" O.C. MX. T "L" (4' MIN.) LL VERTICL REINFORCEMENT NO. 4 BRS T 12" O.C. MX. T 2'-0" TO 8'-0" 8'-1" TO 20'-0" LL HORIZONTL REINFORCEMENT NO. 4 BRS T 12" O.C. MX. 6" 8" B T B (SEE NOTE 4) 2'-4 3/4" 9-1/2" 9-1/2" 9-1/2" 22" DI. LHMBR FOUNDRY TYPE 1530 FRME ND COVER (WITH 22" DIMETER CLER OPENING) IN CCORDNCE WITH STM -48, CLSS 30, OR PPROVED EQUL. COVER TO BE SECURED WITH 2-5/8" DIMETER STINLESS STEEL BOLTS. PLTE NCHOR 1/2" STD. ROD 3'-0" MIN. BCK OF CURB COLD JOINT F.L. 2'-0" COLD JOINT LIP STEEL PLTE NCHOR SEE STNDRD DRWING NO " R 8" CURB FCE STRIGHT GRDE OUTLET PIPE 6" CURB FCE TOP VIEW PROTECTION BR 6" EXPNSION JOINT STEEL PLTE 8" CURB FCE GUTTER T "L" (4' MIN.) T FRONT VIEW 1/4" PER FOOT 6" T EXTEND NO. 4 BRS 12" INTO PRON 1. DEPTH "D" TO BE SHOWN ON PLNS. 2. OUTLET PIPE SIZE TO BE SHOWN ON PLNS. 3. OUTLET PIPE SHLL BE TRIMMED FLUSH WITH INSIDE FCE OF INLET. 1'-0" COLD JOINT 4. SECTION B-B IS OPTIONL FOR INLETS WHERE L = 7'-0" OR GRETER, ND D = 5'-0" OR GRETER, SEE STNDRD DRWING NO PLTE & PROTECTION BR SEE STNDRD DRWING NO '-6" T OUTLET PIPE "D" 8" MIN. SLOPE TO DRIN LL DIRECTIONS 1-1/2" CLER (TYP.) NO. 4 BRS 12" O.C. MX. BOTH WYS SECTION CONCRETE 502 CONCRETE STRUCTURES 505 REINFORCING STEEL 713 STEEL DROP INLET TYPE ""

212 2'-6" MIN. TYP. WLL REINF. 2'-2" " 7-7/8" BCK OF CURB NCHOR, SEE NOTE 6 1/2" DI. x 8" LONG HEDED 3'-2" 2'-2" 6" 1/4" RDIUS 2'-0" 6" 6" O.C. NGLE TO MTCH CURB FCE 7/8" 1/4" TYP. SLB REINF. TYP BCK OF CURB CENTERED 2'-10" BICYCLE PROOF HEVY DUTY 2-1/2" THK x 17-3/4" W x 29-3/4" L VNE GRTE NEENH TYPE R-4999-L9 OR PPROVED EQUL 2" CLR. 1" DI. ROD CENTERED ON BEM 12" 3/8" SLOPE 1/4" PER FOOT 4" 4-1/2" TYP 6" 6" O.C. PROTECTION BOLT SEE DETIL "" L 3 1/2" x 2 1/2" x 1/2" 4" LONG LLH 6" 1/4" PROTECTIVE NGLE 2-1/2" x 2-1/2" X 3/16" CONT. 2" CLR. CONCRETE CONCRETE STRUCTURES REINFORCING STEEL STEEL 1" W6 x 2'-6" O.C. 6" 1/2" DI. x 4" LONG HEDED NCHOR, SEE NOTE 6 PROTECTIVE FCE NGLE 5-1/2" x 4-0" x 5/16" LLH FLUSH W/CURB FCE C L 1/2" DI. BOLTS W/ NUTS ND WSHERS 2 1/4" GGE (2 TOTL) BEM C L 1" DI. ROD x 10-1/2" LONG W/DOUBLE HEX NUTS ND WSHERS T TOP, SEE DETIL 'B' FOR CONNECTION TO BEM '' BRS 1'-6" 4" 2" '' BRS CLR. 1" DI. ROD ND 1/2" BOLTS DETIL "B" 12" O.C. (TYP.) W6 x 2'-6" O.C. 1-1/2" C L "D" VRIES PER PLN 10'-0" MX. 2" CLR. (TYP.) DD #4 CONT. BOVE ND BELOW BEM (TYP ECH END) 1 D (MX) DIM. `W' BRS 3" " O.C. TYP WLL REINF. CL 1/2" DI. x 8" LONG HEDED NCHOR BOLT EMBED 6" INTO WLL PROVIDE HEX NUT ND WSHER 2-1/4" GGE (2 TOTL) 4'-0" 6" 12" O.C. CONSTRUCTION JOINT (TYP.) 6'-0" 6" 12" O.C. SLOPE TO DRIN 6" 12" O.C. 8" 8'-0" 12" TYP. 3" CLR. (TYP.) PROTECTIVE FCE & ROD - DETIL "" 6" O.C. 8" 10'-0" `W' `W' 4'-0" TYPE "CM2" DROP INLET SECTION CONSTRUCTION JOINT PER STD '-0" 3-#5 HORIZ. 6" INSTLL NEENH R-4999 TYPE D SOLID LID OR PPROVED EQUL D6 CURB TRNS. (TYP) LIP OF GUTTER EXTENDED CURB FCE OPENING 4-#5 VERT. B D6 FLOWLINE 3-#5 DIG. DIRECTION OF FLOW (TYP. 4-PLCS.) OPENING FOR RCP 2" CLR. (TYP.) CONSTRUCTION JOINT PER STD. 234 END OF VULT "L" FCE OF CURB BCK OF CURB 2'-2" 1'-8" VRIES PER PLN DROP INLET LYOUT PLN 6" 6" O.C. BCK OF CURB 6" O.C. CENTERED 1'-4" 4-#5 VERT. 1" CLR. BETWEEN BRS. (TYP.) SLOPE 1/4" PER FOOT PROTECTION 12" L 3" x 3" x 1/2" x 2'-0" LONG FLOW BOLT SEE DETIL "" 3-#5 HORIZ. 2" CLR. 6" W6 x 2'-6" O.C. SECTION "" 1/4" 8" TYP. WLL REINF. 8" 1/2" DI. x 4" LONG HEDED NCHOR LOCTE 6" FROM ECH END OF NGLE (TYPICL ENDS OF DROP INLETS) 12" O.C. (TYP.) '' BRS 8" '' BRS SECTION "B" 2" CLR. (TYP.) 10'-0" MX. "D" VRIES PER PLN LL EXPOSED METLS SHLL BE HOT DIP GLVNIZED FTER FBRICTION. 1. CONSTRUCTION JOINT (TYP.) PROVIDE 1/2" (MIN.) CLERNCE LL ROUND THE STEEL BEM, DRY PCK FTER INSTLLTION #4 BRS LL ROUND OPENING WHEN REQUIRED BY LENGTH OF OPENING, PLTE NGLE MY BE DELIVERED IN SECTIONS ND BUTT WELDED IN PLCE. 3. LTERNTE CONNECTION DETIL LL GLVNIZED DMGED BY WELDING SHLL RECEIVE TWO COTS OF GLVLLOY OR EQUL. 4. TYPE "C-D" MODIFIED DROP INLET 12" O.C. 6" SLOPE TO DRIN 12" TYP. `W ' 3" CLR. (TYP.) 2'-6" `W ' CONCRETE SHLL BE MODIFIED CLSS D 4000 PSI, SEE SPECIL PROVISIONS SECTION 501. NGLE NCHORS SHLL BE EMBEDDED MIDPOINT IN ECH ENDWLL ND EVENLY SPCED, (MXIMUM SPCING OF 2'). 5. TYPE "DM2" DROP INLET SECTION

213 T 2'-6" T LL VERTICL REINFORCEMENT #4 BRS T 12" O.C. MX. LL HORIZONTL REINFORCEMENT #4 BRS T 12" O.C. MXIMUM 4'-4 3/4" 2'-4 3/4" T 22" DI. LHMBR FOUNDRY TYPE 1530 FRME & COVER (WITH 22" DIMETER CLER OPENING) IN CCORDNCE WITH STM -48, CLSS 30, OR PPROVED EQUL. COVER TO BE SECURED WITH 2 5/8" DIMETER STINLESS STEEL BOLTS. PLTE NCHOR 1/2" STD. ROD "D" T TBLE 2'-0" TO 8'-0" "T" 6" 8'-1" TO 20'-0" 8" 3" R 3" R STNDRD CURB 2'-0" PROTECTION BR STRIGHT GRDE STNDRD GUTTER PRON T 3'-0" MIN. TOP VIEW OUTLET PIPE 6" EXPNSION JOINT 6" CURB FCE STEEL PLTE 8" CURB FCE STNDRD CURB 6" GRTE STNDRD GUTTER 2'-6" T PROTECTION BR 1/4" PER FOOT 6" FRONT VIEW DEPTH "D" TO BE SHOWN ON PLNS. OUTLET PIPE SIZE TO BE SHOWN ON PLNS. 3. CONCRETE SHLL BE CLSS "D" OR "D". 4. OUTLET PIPE SHLL BE TRIMMED FLUSH WITH INSIDE FCE OF INLET. 5. OUTLET PIPE FOR GRTE DETIL SEE STNDRD DRWING NO. 417 T GRTE 1 1/2" CLER (TYP.) 1 1/2" CLER 4'-4 3/4" #4 BRS 11 1/2" C-C PLTE & PROTECTION BR SEE STD. DWG NO. 418 SIDE VIEW D 8" MIN. T SLOPE TO DRIN LL DIRECTIONS CONCRETE CONCRETE STRUCTURES REINFORCING STEEL STEEL DROP INLET TYPE "B"

214 C T TBLE B FLOW NO. 4 BRS 9" O.C. MX. T 2'-4 3/4" 9-1/2" 9-1/2" 9-1/2" T #4 3" O.C. 3" "L" (4' MIN.) LL VERT. NO. 4 BRS 12" O.C. MX. 22" DI. 3" R T "D" 2'-0" TO 8'-0" 8'-1" TO 20'-0" B (SEE NOTE 5) "T" LHMBR FOUNDRY TYPE 1530 FRME ND COVER (WITH 22" DI. CLER OPENING) IN CCORDNCE WITH STM -48, CLSS 30, OR PPROVED EQUL. COVER TO BE SECURED WITH 2-5/8" DIMETER STINLESS STEEL BOLTS. BCK OF 3'-0" MIN. CURB COLD JOINT 6" 8" LL HORIZONTL REINFORCEMENT NO. 4 BRS T 12" O.C. MX. 2'-0" PLTE NCHOR 1/2" STD. ROD COLD JOINT PROTECTION BR 8" CURB FCE VIEW 6" CURB FCE STRIGHT GRDE EXPNSION JOINT C TOP VIEW OUTLET PIPE EXPNSION JOINT 6" STEEL PLTE 8" CURB FCE GRTE PRON T GRTE SECTION C-C T "L" (4' MIN.) FRONT VIEW 1. DEPTH "D" TO BE SHOWN ON PLNS. 2. OUTLET PIPE SIZE TO BE SHOWN ON PLNS. 3. WHEN LENGTH "L" EXCEEDS 4'-0" SUPPORT BOLTS REQUIRED, SEE STNDRD DRWING NO FOR GRTE DETIL SEE STNDRD DRWING NO SECTION B-B IS OPTIONL FOR INLETS WHERE L > 7'-0" ND D > 5'-0", SEE STNDRD DRWING NO '-6" 1/4" PER 2'-0" FOOT T 6" T 12" 1-1/2" CLER OUTLET (TYP.) PIPE 4'-4 3/4" T 2"-6" EXTEND NO. 4 BR 12" "D" INTO PRON SLOPE TO DRIN LL DIRECTIONS T 8" MIN. B.C. PROTECTION BR 2'-4 3/4" 6" SECTION - T 501 CONCRETE 502 CONCRETE STRUCTURES 505 REINFORCING STEEL 713 STEEL DROP INLET TYPE "C"

215 NO. 4 BRS 9" O.C. MX. T C "L" (4' MIN.) LL VERT. NO. 4 BRS 12" O.C. MX. T T TBLE "D" 2'-0" TO 8'-0" 8'-1" TO 20'-0" "T" 6" 8" T LL HORIZONTL REINFORCEMENT NO. 4 BRS T 12" O.C. MX. B "Y" (10-3/4" MIN.) B SEE NOTE 6 3'-0" MIN. BCK OF CURB FLOW 3" R COLD JOINT 2'-0" PLTE NCHOR 1/2" STD. ROD COLD JOINT PROTECTION BR 8" CURB FCE 6" CURB FCE STRIGHT GRDE EXPNSION JOINT C TOP VIEW OUTLET PIPE EXPNSION JOINT 6" STEEL PLTE 8" CURB FCE GRTE PRON T T 2'-6" "L" (4' MIN.) FRONT VIEW T PROTECTION BR B.C. "Y" (10-3/4" MIN.) T 1/4" PER FT. T 6" 2'-0" 12" T OUTLET PIPE GRTE 2'-10 3/4" MIN. SECTION C-C 1-1/2" CLER (TYP.) SLOPE TO DRIN LL DIRECTIONS EXTEND NO. 4 BR 12" INTO PRON 1. DROP INLET TYPE "D" TO BE USED WHEN CONFLICTING UTILITIES RE LOCTED IN THE SIDEWLK RE. 2. DEPTH "D" ND DISTNCE "Y" TO BE SHOWN ON PLNS. 3. OUTLET PIPE SIZE TO BE SHOWN ON PLNS. 4. WHEN LENGTH "L" EXCEEDS 4'-0" SUPPORT BOLTS REQUIRED, SEE STNDRD DRWING NO FOR GRTE DETIL SEE STNDRD DRWING NO SECTION B-B IS OPTIONL FOR INLETS WHERE L > 7'-0" ND D > 5'-0", SEE STNDRD DRWING NO T 8" MIN. 12" "D" SECTION CONCRETE 502 CONCRETE STRUCTURES 505 REINFORCING STEEL 713 STEEL DROP INLET TYPE "D"

216 L 6" VRIES 3'-6" T 2'-0" 22" SLOPE = 10% T "D" SLOPE TO DRIN OUTLET PIPE SECTION B-B T TBLE "D" 2'-0" TO 8'-0" 8'-1" TO 20'-0" "T" 6" 8" 1. DEPTH "D" TO BE SHOWN ON PLNS. 2. OUTLET PIPE SIZE TO BE SHOWN ON PLNS. 3. SECTION PPERS S SECTION B-B FOR DROP INLET TYPE "", STNDRD DRWING NO. 411 ND FOR DROP INLET TYPE "C" STNDRD DRWING NO CONCRETE 502 CONCRETE STRUCTURES DROP INLET TYPES "" ND "B" SPECIL DESIGN 415

217 4' MIN. BEEHIVE GRTE ND FRME NEENH R-2560 SERIES OR EQUL 2% MIN. 2".C. OR 4" P.C.C. ON 4" TYPE II GGREGTE BSE 24" RCP MORTR FILLET 6" CONCRETE 3" MIN. NOTE: BEEHIVE DROP INLETS SHLL BE USED T LOCTIONS PPROVED BY THE ENGINEER. 603 REINFORCED CONCRETE PIPE 712 MISCELLNEOUS METL BEEHIVE DROP INLET

218 E 1/2" 3'-0" 8 4-1/4" 1/2" FRME BR WELDED TO FRME NGLE 1'-4-7/8" D D 3" /2" O.C. = 1'-4-1/2" 1'-5-5/8" SECTION E-E 3-1/2" 1/2" BR NCHOR 1/4" FILLET WELD PLN E 3-1/2" x 3" x 3/8" FRME NGLE WELDED TO LONGITUDINL FRME 3-1/2" x 3" x 1/2" FRME NGLE 3'-0" 2'-10-3/8" 2'-9-5/8" 3" X 3/8" FRME BR 1" X 3/8" SPCER 4-1/4" O.C. 3" x 3/8" MIN BRS 2'-6" 1" x 1/4" x 4" BR WELDED TO FRME NGLE PPROXIMTE WEIGHT FRME 78 LBS. T SECTION D-D T GRTE TOTL 157 LBS. 235 LBS. 1'-6" SPHLT PVEMENT TO EDGE OF GRTE 6" 4-1/2" LONGITUDINL FRME PROTECTION BR LOCTION SEE STNDRD DRWING NO /2" BR NCHOR 3/8" NOTE: MISCELLNEOUS METL PINT GLVNIZING FRME & GRTE INSTLLTION 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). DROP INLET FRME ND GRTE T

219 5/8" 5/16" 11/16" R. 1-9/16" 65-1/2 O 8" TYP. 1-1/2" 6" 2-1/2" 3-5/8" 3/8" TYP. 2-1/2" 65-1/2 O 2-1/2" 1/2" DI. STEEL NCHORS 9-3/16" 1-1/2" 10-11/16" 1" 1-1/4" 24-1/2 O 1-1/8" DI. BOLT HOLES 2-1/2" MIN. STEEL PLTE NCHORGE SECTION - 4-3/4" END TYP. 1'-6" O.C. 2'-0" O.C. 6" 1/2" 0 STIRRUP WELDED TO BOLT 1/4" 1" x 16" SUPPORT BOLT WITH STD. HEX NUTS (-307 HOT - DIP GLVNIZED) VRIES 1/2" 0 STEEL NCHORS EQULLY SPCED BETWEEN BOLT HOLES. (LTERNTE S SHOWN) 24-1/2 O BOLT HOLE ND BR SPCING DETIL 10" NOTE: FOR STEEL PLTE ND PROTECTION BR DETILS, SEE STNDRD DRWING NO BOLT DETIL 710 STRUCTURL STEEL 713 REINFORCEMENT STEEL 715 GLVNIZING DROP INLET STEEL PLTE NCHORGE 418

220 7 - #4 BRS x (L+6") 1-1/2" 3" 3" 3" 3" 3" 8" 6" NORML CURB BTTER 6-9/16" 6-11/16" 6" 1" CLER TYP. DJUSTING NUTS TO BE TIGHTENED & SECURED IN PLCE WHEN PLTE IS IN PROPER POSITION. 1" 0 PROTECTION BR SHLL BE EMBEDDED 5" T ECH END. (SEE NOTE 1) GUTTER FLOW LINE 1" x (CURB FCE + 6") SUPPORT BOLT. 3" R 3" 1-1/2" CLER TYP. 1. PROTECTION BR SHLL BE REQUIRED ON LL INLETS ND SHLL BE PLCED PRLLEL TO THE STEEL FCE PLTE. 2. SUPPORT BOLTS SHLL BE EQULLY SPCED T NOT MORE THN 2'-0" O.C. ND NOT LESS THN 1'-6" O.C. 3. LL EXPOSED METL PRTS SHLL BE GLVNIZED ND GLVNIZING DMGED BY FBRICTION OR INSTLLTION SHLL RECEIVE TWO COTS OF LUMINUM PINT (GLVONOX OR EQUL). 4. FOR STEEL PLTE NCHORGE, SEE STNDRD DRWING NO #4 BRS x (L+6") SHLL BE IN DDITION TO REINFORCING STEEL PER PPLICBLE DROP INLET STNDRD PLN. 713 REINFORCEMENT PLTES 714 PINT 715 GLVNIZING DROP INLET STEEL PLTE ND PROTECTION BR 419

221 2'-0" 1'-0" R/W 6' CHIN LINK FENCE R/W 6" R/W 6' CHIN LINK FENCE SEE DETIL "" 12' MIN. 2% 9" DETIL "" "V" DITCH (SEE NOTE 5) 5' MIN. (SEE NOTE 3) 2% 6" MIN. TYPE II GGREGTE BSE 95% COMPCTION H VRIES (SEE NOTE 4) 1 SEE DETIL "" B 1. CONSTRUCT 14-FOOT WIDE CHIN LINK GTE T LL STREET CCESS POINTS, FOR CCESS ONTO 12-FOOT CCESS RODS. 2. CONSTRUCT 3-FOOT WIDE CHIN LINK GTE T LL STREET CCESS POINTS FOR CCESS ON THE 5-FOOT WIDTH CCESS SIDE. 3. CONSTRUCT SECOND CCESS ROD (12-FOOT MINIMUM WIDTH WITH 6-INCH MIN. TYPE II GGREGTE BSE) IF B EXCEEDS 30'. 4. FOR UNLINED CHNNELS H "V" DITCH SHLL BE CONSTRUCTED TO PREVENT OVERLND RUNOFF FROM ERODING SIDES OF BNK. N DEQUTE NUMBER OF INLETS LONG THE "V" DITCH SHLL BE DESIGNED WITH MINIMUM 12-INCH CMP LTERL DISCHRGING INTO THE CHNNEL. PPROPRITE BNK PROTECTION FOR LTERL PIPE DISCHRGE SHLL BE PROVIDED. OTHER METHODS OF OVERLND RUNOFF CONTROL MY BE CCEPTBLE IF PPROVED BY THE ENGINEER. TYPICL OPEN CHNNEL 420

222 STORMWTER INLET CONCRETE STMP STMP LOCTION ND ORIENTTION TOP OF CURB GUTTER SIDEWLK DROP INLET 1. MESSGE OR SYMBOL SHLL BE S SHOWN ON THE DRWING OR ON THE VERTICL CURB NEXT TO THE DROP INLET OR S PPROVED BY THE PPROPRITE CITY OR COUNTY ENGINEER. 2. LETTERS SHLL BE 1-7/16" IN HEIGHT. THE MESSGE SHLL BE CENTERED ON THE BCK OF THE INLET OR ON THE TOP OF CURB. 3. CONCRETE SHLL BE STMPED IN SUCH WY S TO PROVIDE FOR CLER ND LEGIBLE IMGE. ( PPROXIMTE DEPTH OF 1/4") LL STMPS SHLL BE PPROVED BY THE CITY OR COUNTY ENGINEER BEFORE BEING USED. STMP MY BE PERMNENTLY CST INTO CST IRON FRME OR PRE-CST CONCRETE PORTIONS OF INLET. WHERE RETROFITTING IS REQUIRED, N EPOXIED PLCRD BERING THE MESSGE ND SYMBOL PPROVED BY THE PPROPRITE CITY OR COUNTY ENGINEER SHLL BE PERMNENTLY FFIXED ON THE TOP OF THE DJCENT CURB. 7. THIS STNDRD IS REQUIRED IN THE LS VEGS VLLEY IN WHICH RE WTER DRINS TO LKE MED. STORM WTER QULITY MNGEMENT STMP ND SIGN DETIL SHEET 1 OF 3

223 STMP MESSGES ND SYMBOLS 16.5" MXIMUM DON'T POLLUTE! 5" MX. DRINS TO LKE MED! STORM WTER QULITY MNGEMENT STMP ND SIGN DETIL SHEET 2 OF 3

224 4" PLCRD - COLORS = BLUE ND GREEN THIS EPOXY PLCRD MESSGE ND SYMBOL HS BEEN PPROVED BY THE PPROPRITE CITY OR COUNTY ENGINEER. NY OTHER EQUIVLENT MESSGE ND SYMBOL DESIGNS WILL REQUIRE PRIOR PPROVL OF THE PPROPRITE CITY OR COUNTY BEFORE INSTLLTION. THE PLCRD MTERIL SHLL BE EITHER POLYCRBONTE OR METL ND THE FINISH SHLL BE UV ND BRSION RESISTNT. STORM DRIN MRKER STORM WTER QULITY MNGEMENT STMP ND SIGN DETIL SHEET 3 OF 3