C I T Y 0 F WALNUT CREEK. STANDARD PLANS PUBLIC SERVICES DEPARTMENT 1666 NORTH MAIN STREET WALNUT CREEK, CA 94596

Transcription

1 C T Y 0 F. STANDARD PLANS PUBLC SERVCES DEPARTMENT 1666 NORTH MAN STREET, CA AUGUST 2013

2 STANDARD PLANS CONTENTS DESCRPTON Storm Drain Details Type 1 Catch Basin Catch Basin on Manhole Base Catch Basin Gutter Warping Details Storm Drain Manholes (Type A, B, C, & D) Manhole Frame and Cover Reinforced Concrete Pipe Collar Sidewalk Cross Drain Side Connection NPDES Medallion Concrete Construction Standard Curb, Gutter and Sidewalk Residential Driveway Approach Commercial Driveway Approach Concrete Valley Gutter Construction Joints Weakened Plane Joints and Score Lines Curb Ramp Details Curb Ramp and sland Passageway Details Truncated Domes DETAL NO. SD-1 (Sheets 1-4) SD-2 SD-3 SD-4 SD-5 SD-6 SD-7 (Sheets 1-4) SD-8 SD-9 CC-1 CC-2 CC-3 CC-4 CC-5 CC-6 CC-7 (Sheets 1-2) CC-8 (Sheets 1-2) CC-9 H:\STDPLNS\Standard Plans TOC 2013.doc Page of3

3 Traffic Details Pavement Undulation Standards Standard Median Tapers Standard Median Flares Standard Steel Beam Barricade Traffic Sign Mounting Street Name Sign Location Parking Meter Pole nstallation Street Name Signs Sign nstallation Large Street Name Signs Mast Arm Sign Mounting Bracket Warning Sign Size Chart Typical Lane Closure Typical Lane Closure (Left Turn Lanes) Types of Tapers and Buffer Spaces Typical Lane Closure (Notes) Typical Lane Closure (Legends and Notes) Type P and Type M Traffic Signal Controller Cabinet Signal Pull Box Traffic Signal nterconnect Cable Termination Block Wiring Diagram Loop Detectors and Video Detection Type ll Service Equipment TS-1 TS-2 TS-3 TS-4 TS-5 TS-6 TS-7 TS-8 TS-9 TS-10 TS-11 TS-12 TS-13-1 TS-13-2 TS-13-3 TS-13-4 TS-13-5 TS-14-1 TS-14-2 TS-15 TS-16 (Sheets 1-3) TS-17 (Sheets 1-4) H:\STDPLNS\Standard Plans TOC 2013.doc Page 2 of 3

4 Traffic Details : (Continued) City Street Light Decorative Downtown Street Light On-Street Parking Space Accessible Parking On-Street Accessible Parking Off-Street (Details) Miscellaneous Trench Backfill and Resurfacing Standard Street Monument Tree Planting in Landscape Area Tree Planting in Sidewalk Area Tree Grate Detail Tree Grate Frame nstallation in Existing Sidewalk Slope Rounding Details Sidewalk Pavers Roadway Crosswalk Pavers TS-18 (Sheets 1-2) TS-19 (Sheets 1-2) TS-20 TS-21 TS-22 (Sheets 1-3) MS-1 MS-2 MS-3 MS-4 (Sheets 1-2) MS-5 (Sheets 1-2) MS-6 MS-7 (Sheets 1-2) MS-8 (Sheets 1-3) MS-9 Attachment Contra Costa County Type "A" nlet CD20i H:\STDPLNS\Standard Plans TOC 2013.doc Page 3 of 3

5 CORNER DOWEL (SEE DETAL ON SHEET SD-1-2) ~------sy~ j 1-15" 4 X4'' - 6 AWG MESH MAY BE USED N LEU OF REBARS. (SEE NOTES ON SD-1-4) #4 DEF BARS (SPACED AS SHOWN) CORNER DOWEL CORNER DOWEL BACK OF CURB GUTTER LP AT FRONT OF WALL SET NPDES MEDALLON OR EPOXY (SEE SD-9) PLAN VEW FACE OF CURB (SEE SHEET SD-1-2 FOR SECTON A-A) NON TRAFFC-CAST RON OR CONCRETE SDE PRY 1/2' ~ l \\\. ~E:~;: :ll 2 ~ \ 2'' Tl_,l :;: 1.11 SECTON B-B THE PRE-CAST CONCRETE BASN BOX SHALL BE MANUFACTURED BY JENSEN PRECAST, SZED 36"X48". CATCH BASN COVER CTY OF ACAD nle NAME : H: \STDPLNS\2013 Update\SD-1-1.dwg NGNEER R.C. TYPE CATCH BASN! AUGUST 2013 SD-1-1 SHT 1 OF 4

6 . _ 1/4" CAST RON FRAME AND COVER (SEE SHEET SD-1-1) (SEE SHEET SD-1-3) NSTAL~ GUARD ROD 1,1- DOWEL PLACED AT EACH CORNER (SEE DETAL BELOW) PPE DA + 12" (3'-0" MN) NSTALL WEEP HOLE DURNG RANY SEASON AND NCLUDE SEDMENTATON CONTROLS VARABLE (H) DEPTH RENFORCE SDE WALLS --+ WTH #4 BARS AT 12" EACH DRECTON WHEN H=8' OR MORE l 6" OR 7" (TYP) SUBGRADE OR BA E SDE MAY BE POURED AGANST NATURAL GROUND PROVDED 1" S ADDED TO "T". 4: 1 SLOPE J--4-4::-=:=::~.L TO OUTLET CONCRETE COLLAR REQ'D (SEE SD-6) MN DAYS CONCRETE PERMSSBLE CONSTRUCTON JONTS SUBGRADE OPTONAL WTH CONTRACTOR SECTON A-A (FROM SD-1-1) 1. FLOOR SHALL BE POURED AND APPROVED PROR TO POURNG OF THE TOP. 12" -l 90'1 #4 BAR 8" 2. A CONCRETE COLLAR S REQURED WHEN A PRE-CAST LD S PLACED ON A CAST -N-PLACE BOX. (SEE SD-6) CORNER DOWEL DETAL R.C. L.P. AUGUST 2013 DRAWN BY CTY OF ACAD ALE NAME ; H: \SlDPLNS\2013 Updale\50-H.dwg TYPE CATCH BASN SD-1-2 SHT 2 OF 4

7 CURB LNE SDEWALK SLOPE #4 ~ ALL AROUND 1/4" R 8-L 112,'i p CURB FACE 6 ~ -~-~-~,,:_::~=":0,~ <,..._\ <: 5 :/ ----"":_.r'_ ' J " GU~~g l' ',>,V)- 1/2" DA ANCHOR ~ "- V AT EACH END ~...-_,J_,' 1,,j) (.. ~ 1 <1 GUTTER FLOW LNE 3-1/2'' X 2" X 1/4" GALVANZED STEEL NOSNG ANGLE SATTER TO CONFORM TO ADJONNG CURB R=6" OR 8" <J THROAT OPENNG DETAL 1. ALL METAL PARTS SHALL BE HOT DPPED GALVANZED AFTER FABRCATON. 2. ALL GALVANZNG DAMAGED BY WELDNG SHALL RECEVE TWO COATS OF ALUMNUM PANT. R.C. L.P. DRAWN BY AUGUST 2013 CTY OF ACNJ F1LE NAME : H: \STOPLNS\2013 Updole\50-1-J.dwg TYPE CATCH BASN SD-1-3 SHT 3 OF 4

8 NOTES: CONNECTON PPES MAY BE PLACED N ANY POSTON AROUND THE WALLS PROVDtD THEY PONT N THE PROPER DRECTON AND THE POSTON S OTHERWSE CONSSTENT WTH THE MPROVEMENT PLAN. CURVATURE OF THE LP AND SDEWALLS AT GUTTER OPENNG SHALL BE FORMED BY CURVED FORMS AND SHALL NOT BE MADE BY PLASTERNG. WALL THCKNESS (T) T = 6 NCHES F H S 8 FEET OR LESS T = 8 NCHES F H EXCEEDS 8 FEET. FLOOR OF BASN SHALL BE TROWELED AN RETROWELED TO PRODUCE A HARD, POLSHED SURFACE OF MAXMUM DENSTY AND SMOOTHNESS. SLOPE OF FLOOR PARALLEL WTH CURB SHALL BE 1 TO 12 UNLESS OTHERWSE SPECFED. MANHOLE SHALL BE PLACED AS SHOWN ON MPROVEMENT PLANS. OUTLET PPE SHALL BE TRMMED TO THE FNAL SHAPE AND LENGTH BEFORE CONCRETE S POURED. RENFORCNG STEEL SHALL BE #4 ROUND DEFORMED BARS, OR WRE MESH AS NDCATED. F WRE MESH S USED, ADDTONAL 4"X4" 6 AWG MESH SHALL BE PLACED AROUND THE NLET 45' TO MAN MESH RENFORCNG. STEPS: STEPS ARE REQURED AS FOLLOWS: 1. F H S 3.5 FEET OR LESS, NO STEPS ARE REQURED. 2. F H S MORE THAN 3.5 FEET, BUT NOT MORE THAN 4 FEET, NSTALL 1 STEP 12 NCHES ABOVE FLOOR OF BASN. 3. F H S MORE THAN 4 FEET, NSTALL STEPS 12 NCHES APART, WTH THE TOP STEP 6 NCHES BELOW THE SURFACE OF THE BASN AND 12 NCHES ABOVE THE FLOOR. 4. ALL STEPS SHALL BE 6 TO 7 NCHES FROM THE WALL. 5. 3/4 NCH GALVANZED STEEL OR POLYPROPYLENE PLASTC (CALTRANS D72). SURF ACE OF ALL EXPOSED CONCRETE N BASN SHALL CONFORM N SLOPE, GRADE, COLOR, FNSH, AND SCORNG TO EXSTNG OR PROPOSED CURB AND WALK ADJACENT TO THE BASN. EXCEPTON: WHEN THE BASN S TO BE CONSTRUCTED WTHN THE LMTS OF A PROPOSED SDEWALK OR S CONTGUOUS TO SUCH A SDEWALK, THE TOP OF THE BASN SHALL BE POURED MONOLTHC WTH THE SDEWALK, USNG THE SAME CLASS OF CONCRETE AS N THE SDEWALK. N THS CASE THE DOWELS BETWEEN WALL AND TOP OF SLAB SHALL BE OMTTED AND THE TOP OF THE CATCH BASN WALL FNSHED SMOOTH. GENERAL NOTES: 1. TYPE 1 CATCH BASN S TO BE USED ONLY WHEN THE STREET GRADENT S 6% OR LESS. FOR STREET GRADENTS GREATER THAN 6%, CONTRA COSTA COUNTY TYPE "A" OR "B" NLET SHALL BE USED. 2. CATCH BASN DETALS SHOWN ARE FOR CAST-N-PLACE. ACCEPTABLE PRECAST OR PREFORMED ALTERNATES ARE AS NDCATED ON SD-1-1. NGNEER R.C. L.P. DRAWN BY AUGUST 2013 CTY OF ACAO Al NAME : H: \SlDPLNS\2013 Updote\ dwg TYPE CATCH BASN SD-1-4 SHT 4 OF 4

9 FOR CATCH BASN DETALS (SEE SD-1),, 4 / STEEL RENFORCNG TRANSTON CONE N ACCORDANCE WTH ASTM C478-64T STEP DETAL (SEE SD-4) SECTON VEW R.C. L.P. AUGUST 2013 DRAWN BY CTY OF ACNJ FlLE NAME : H: \SlDPLNS\2013 Update \SO-2.dwg CATCH BASN ON MANHOLE BASE SD-2 SHT 1 OF 1

10 BACK OF SDEWALK FACE OF CURB AND FLOW LNE OF GUTTER,-- 0 CURB RETURN 5' --~ BACK OF CURB B c STRAGHT GRADE STANDARD GUTTER PLAN VEW TOP OF CURB ~ FLOW- 6" t-5' 5' ~ 3' -i lea N:ET-v ~- hj~ ~ CURB FLOW LNE PROFLE 6" RETURN 1. CONSTRUCT THE BEGNNNG OF THE WARPED GUTTER AT THE END OF THE CURB RETURN PONT. 2. DO NOT CONSTRUCT CATCH BASN WTHN THE CURB RETURN AREA. i i 3. N A SUMP CONDTON WHERE FLOW S APPROACHNG THE CATCH BASN FR~M BOTH SDES, THE DSTANCE FROM "c" TO "D" SHALL BE 5'. 1 CTY OF R.C. AUGUST 2013 CATCH BASN GUTTER WARPNG DETALS ACAO ALE NAME : H: \SlOPLNS\2013 Updote\S0-3.dwg SD-3 SHT 1 OF 1

11 ~ - 14" -1 TOP VEW A ~L A _j VARES ECCENTRC REDUCER SECTON AS PER APPROVED MANUFACTURER'S DMENSONS SDE VEW DETAL A STEEL RENFORCEMENT N ACCORDANCE WTH ASTM C478-64T PLAN VEW r'v-r-----x-----r'lr-1 3 TO 1 3/4" GALV STEEL OR POLYPROPYLENE STEPS (SEE DETAL A) t----- X MN 28 DAYSr 4 CONCRETE POURED N L :_ PLACE ----=:::::::: (FOR PPES s: 36") SECTON A-A MH TYPE TYPE A TYPE A TYPE A TYPE B 2" TYPE C TYPED PPE DA H X y < 36".50 48" O.D. 36".50 48" O.D. 42" 48" 44" 48" 54" 50" 54" 60" 50" 60" 66" 50" *AS REQURED NOTES: 1. PRECAST PPE, ADJUSTMENT RNGS AND REDUCER SECTONS SHALL BE CLASS RCP N ACCORDANCE WTH ASTM C478-64T. 2. JONT SEAL BETWEEN PRE-CAST SECTONS & COLLAR. CTY OF R.C. L.P. AUGUST 2013 DRAWN BY STORM DRAN MANHOLES (TYPE A, B, C & D) ACAD FllE NAME : H: \SlDPLNS\2013 Update \S0-4.dwg SD-4 SHT 1 OF 1

12 ~--~ " ~ ~ t " MN t 1. ALL MANHOLE COVER CONTACT AND BEARNG SURFACES SHALL BE MACHNED TO FT ACCURATELY SO THAT COVERS WLL NOT ROCK. 2. COVER AND FRAME SHALL BE CAST RON HEAVY DUTY TRAFFC TYPE. WEGHT = 210 POUNDS MNMUM. CTY OF ACAD FllE NAME : H: \STDPlNS\2013 Updote\S0-5.dwg R.C. AUGUST 2013 MANHOLE FRAME AND COVER SD-5 SHT 1 OF 1

13 #4 REBARS AT 12" CENTERS A L0D./4 (6" "N) 2" (TYP) #4 REBARS EQUALLY SPACED A_j PLAN ~~ O.D. + 12" ~ li' "J " 6" "''i r ~, ' d!o.-- MN DAYS CONCRETE 6" ~d-- 1 SECTON A-A 2" MN CLEARANCE BETWEEN OUTSDE OF PPE AND STEEL R.C. L.P. AUGUST 2013 DRAWN BY CTY OF ACAD nle NAME : H: \SlDPLNS\2013 Update\SD-6.dwg RENFORCED CONCRETE PPE COLLAR SD-6 SHT 1 OF 1

14 1 /4" BOX STEEL TUBNG WTH NELSON STUDS SCORE LNE AT EDGES OF BOX..: ~' ', d.q. 4. ".. 4 " ,.. 4 '1i.. 4 D ~- ".4 4. FLOW LNE OF GUTER 4" 1- TYP SECTON A-A NELSON STUDS ~A CONCRETE THCKNESS 2" MN --fl w:-~--l-, =--,---, ,...;~,.---l ,.._~- - - J ld':i, :.... LA LONGTUDNAL SECTON.. _j l AREA DRAN (SEE SHEET SD-7-3) DMENSON (D) MAXMUM CAPACTY 6" 0.57 CUBC FEET PER SEC. 9" 0.94 CUBC FEET PER SEC. 12'' MAX 1.29 CUBC FEET PER SEC. llille;_ CAPACTES ARE BASED ON S=1/4" PER 1' OR 2%. RECTANGULAR DRAN R.C. L.P. DRAWN BY AUGUST 2013 CTY OF ACAD FLE NAME : H: \SlOPlNS\2013 Updote\SD-7-l.dwg SDEWALK CROSS DRAN SD-7-1 SHT 1 OF 4

15 SCORE LNE AT CENTER OF PPE 2 - #3 REBAR N CURB 3" DA PVC PPE OR CAST RON PPE. FOR CAST RON PPE NO REBAR OR WRE MESH REQURED. 1" CLEAR 4"X4" 10 AWG WRE MESH N SDEWALK 3" AB " MN " " MN ---1 SECTON B-B #3 REBAR EXTEND 1' BEYOND PPE ~l::-t:::;;::-:-::;=~. -= = =.. ~..= =. ::"'...--=t::-r -:-:: WRE MESH CONCRETE COVER 2" MN. ==.= :-. -:::::. - =~ ; ±==-""""==:"""""::::z:::::o-o:::::n n r--~~ !...--.l--~-+-..~--- J 4 4 LONGTUDNAL SECTON L- j l AREA DRAN (SEE SHEET 3) 1. MAXMUM CAPACTY = 0.15 CUBC FEET PER SECOND AT S=1/4" PER 1' OR 2%. 2. NO PPE JONTS SHALL BE MADE WTHN SDEWALK OR CURB. 3. PVC SHALL CONFORM TO ASTM D3034 SDR 35. ROUND PPE DRAN CTY OF ACAO Rl.E NAME : H: \SlDPLNS\2013 Updote\S0-7-2.dwg R.C. AUGUST 2013 SDEWALK CROSS DRAN SD-7-2 SHT 2 OF 4

16 r l EXTEND SDEW TRAFFC TYPE GRATE (SEE ALK T~ NLET NOTES ON SHEET SD-7-4) A L --.- < <l! L\ s- ~ - r-- ".<,.J j lt.l. <J <'} ~.:,,:, <'.J,, r-- v \1\ v J - VVV\/V\ V' JVVVVV [\, '\ 1\ 1\ 1\ 1\ 1\ \ 6. A 16. _j 6. _j_ \_ NON - TRAFFC TYPE GRATE (SEE PLAN NOTES ON SHEET SD-7-4)?" t-' BACK OF SDEWALK OR PL. WEAKENED PLANE JONT. ::!bl SLOPE TO DRAN,,. ~ '-5" ---t- 6" -l SECTON A-A 1/8 THCK GALVANZED "L" TYPE BRACKET #4 REBAR WELDED TO FRAME LENGTH 6" MN DETAL A R.C. L.P. AUGUST 2013 DRAWN BY CTY OF ACNJ FLE NAME : H: \STOPLNS\2013 Update\ dwg SDEWALK CROSS DRAN SD-7-3 SHT 3 OF 4

17 GENERAL NOTES: 1. FOR ADDTONAL CAPACTY, ADJACENT DRANS MAY BE NSTALLED AND THE WDTH OF NLET SHALL BE NCREASED AS REQURED. MNMUM CLEAR DSTANCE BETWEEN DRANS AT CURB FACE SHALL BE 6 NCHES. 2. ADJACENT DRANS SHALL BE SAME TYPE. 3. N TRAFFC AREAS, THE GRATE SHALL BE US CONCRETE PRECAST GROUP (CENTRAL PRECAST) HEAVY GRATE, OR APPROVED EQUAL. 4. N NON- TRAFFC AREAS, THE GRATE SHALL BE US CONCRETE PRECAST GROUP (CENTRAL PRECAST) STANDARD GRATE, OR APPROVED EQUAL. 5. EACH GRATE SHALL BE PROVDED WTH A MNMUM OF TWO (2) LOCKNG DEVCES. CTY OF ACAD Fll NAE: H:\SlDPLNS\2013 Updote\SD-7-4.dwg R.C. L.P. AUGUST 2013 DRAWN BY SDEWALK CROSS DRAN (NOTES) SD-7-4 SHT 4 OF 4

18 FLL WTH GROUT MN DAYS CONCRETE COLLAR BEND RENFORCNG WRE OUT ~ ALGN PPES ON CENTER R.C. L.P. DRAWN BY AUGUST 2013 CTY OF AC~ Rl NAME : H: \SlDPLNS\2013 Update \50-B.dwg SDE CONNECTON SD-8 SHT 1 OF 1

19 r- BACK OF CURB A NPDES ME DALLON r- TOP OF CURB j r- FLOW LNE ( -..._ CATCH BASN MANH OLE WHERE \ ~ APPLCABLE (SEE S D-1) ' () J TOP OF CURB '- LP OF GUTTER A _j \_ NPOES MEDALLON < FLOW LNE SECTON A-A NPDES MEDALLON 1. ORENT MEDALLON TEXT TO BE READ FROM SDEWALK. EPOXY MEDALLON WTH PREMUM POLYURETHANE CONSTRUCTON ADHESVE. ADHESVE MUST DEVELOP FULL STRENGTH N 24 HOURS OR LESS AND MEET ASTM C-557, DS MEDALLON SHALL BE LOCATED BEHND THE BACK OF CURB N LOCATONS WTH EXSTNG OR PLANNED RED CURBS. R.C. L.P. DRAWN BY AUGUST 2013 CTY OF ACAD FlLE NAME : H: \STDPlNS\2013 Updote\SD-9.dwg NPDES MEDALLON SD-9 SHT 1 OF 1

20 R = 1/2" R = 1/2" ~ " ~ 1-1" TT 1/4" TYPE "A" * SPLL GUTTER 1-1/4" MAX BELOW FLAT GUTTER PAN 14" 3" ALTERN ATE CURB CONSTRUCTON LNES #4 4' MN. O.C. ~ TYPE "B" CLASS 2 AB TYPE"C" 1. TYPE "A" CURB SHALL BE CONSTRUCTED MONOLTHCALLY WTH THE SDEWALK. 2. CONCRETE TO BE MN DAYS, 3/4" AGGREGATE WTH 1 LB. OF LAMP BLACK PER CY. 3. CURBS SHALL BE BACKFLLED (COMPACTED) PROR TO FNSH SUBGRADE. 4. FLA TEN TO 5% OR CURB RAMP. 5. NO PAVNG AGANST NEW CURB OR GUTTER FOR 7 DAYS. CTY OF R.C. L.P. AUGUST 2013 DRAWN BY STANDARD CURB, GUTTER, AND SDEWALK ACAD ALE NAME : H: \SlDPLNS\2013 Updote\CC-l.dwg CC-1 SHT 1 OF 1

21 3' MN (SEE NOTE 4) BSW 1 0' MN 25' MAX* ~l DRVEWAY APPROACH WDTH L_'FA NO SDEWALK, CONCRETE TO TOP OF FLARE PLAN VEW ~ 1. ADJUST N FELD TO MATCH SKEW OF DRVEWAY. 2. WHEN DSTANCE BETWEEN DRVEWAY FLARES S LESS THAN 5', ELMNATE ADJACENT FLARES AND CONSTRUCT AS COMMON DRVEWAY. 3. CONCRETE SHALL BE MN DAYS, 3/4" AGGREGATE WTH 1 LB F LAMP BLACK PER CY. 4. LOCATON OF DRVEWAY APPROACHES N CUL-DE-SACS SHALL BE APPROVED BY CTY ENGNEER. * LARGER WDTH DRVEWAYS MAY BE CONSDERED FOR APPROVAL BY CTY ENGNEER BUT AT NO PONT TO EXCEED 35' N WDTH. l CURB t WEAKENED PLANE JONT z REVERSED PARABOLC FLARE SDEWALK CROSS ~ (TYP BOTH SDES) ELEVATON VEW DRAN (SEE SD-7) (TYP) 2% MAX 4' - o ' - o" " MN AGGREGATE BASE #4 DOWELS AT 3' O.C. -~~ REQURED F CURB, GUTTER & DRVEWAY ARE NOT POURED MONOLTHCALLY. SECTON A-A STD CURB & GUTTER (SEE CC-1, TYPE A) CTY OF ACAD FLE NAME : H: \SlDPLNS\2013 Update \CC- 2.dwg R.C. AUGUST 2013 RESDENTAL DRVEWAY APPROACH CC-2 SHT 1 OF 1

22 ~ X <( :::::!! DRVEWAY WDTH 15' MN - 35' MAX DRVEWAY CURB TRANSTON ra t X <( :::::!! 4' ~ N ' GB.-1T ~... ~/ #4 REBARS N,/ / " / " / c,'9/ ~ /.-" G)' " / " / / " -.-" / q- 3' - -5'- GB = GRADE BREAK (NO SCORE 18" o.c. EACH WAY DEEP JONT (SEE CC-6) APPROACH WDTH L A PLAN VEW X <( :::::!! ~ ~ ~ WEAKENED PLANE j7 JONT (TYP) 1'~, '... '... ',... ~s 'Qs>... ''... '... ' ' ' 5 MN TO EXTENSON OF ( vj L REVERSED PARABOLC CURVE 1"L WEAKENED PLANE JONT (TYP) Sfl " ELEVATON VEW CURB : 4'., 2% MAX ~ <'!,, < 10' 6" MN., i. ~ L. 4 3" MN AGGREGATE BASE #4 DOWELS AT 3' O.C. REQURED F CURB, GUTTER & DRVEWAY ARE NOT POURED MONOLTHCALLY. SECTON A-A STD CURB & GUTTER (SEE CC-1, TYPE A) MQill;_ 1. WHEN DSTANCE BETWEEN DRVEWAY FLARES S LESS THAN 5', ELMNATE ADJACENT FLARES AND CONSTRUCT AS A COMMON DRVEWAY. 2. STEEL WTHN DRVEWAY EXTENDS TO WEAKENED PLANE JONTS 3. CONCRETE SHALL BE MN DYAS, 3/4" AGGREGATE WTH 1 LB LAMP BLACK PER CY. CTY OF ACAD FLE NAME : H: \STDPLNS\2013 Updote\CC-3.dwg R.C. L.P. AUGUST 2013 DRAWN BY COMMERCAL DRVEWAY APPROACH CC-3 SHT 1 OF 1

23 USE CONSTRUCTON JONTS WHEN REQURED FOR DOWELS (SEE CC-5) WEAKENED PLANE JONT AT ~ 1' MAX DFFERENCE N ELEVATON BETWEEN TOP OF CURB AT MDPONT OF RETURN AND 1[. OF VALLEY GUTTER. A j NO GRADE BREAK N 1[. #4 REBARS 0 18" O.C. EACH WAY MNMUM SLOPE = PLAN VEW TRANSTON TO STANDARD STREET CROSS SECTON. 20' MN N NEW WORK n 5' --t-- 5' '----1 CONCRETE SMOOTH PAVEMENT CURVE 1-1/4" SECTON A-A MN 6" AGGREGATE BASE UNDER VALLEY GUTTER 1. CONCRETE SHALL BE MN PS 0 28 DAYS, 3/4" AGGREGATE WTH 1 LB OF LAMP BLACK PER CY. 2. VALLEY GUTTERS SHOULD BE USED ONLY ACROSS CUL-DE-SAC STREETS UNLESS OTHERWSE PERMTTED BY THE PUBLC SERVCES DRECTOR (OR THER DESGNEE) OR AS SHOWN ON PLAN. R.C. L.P. AUGUST 2013 DRAWN BY CTY OF ACAD RLE NAME : H: \STDPLNS\2013 Update\CC-4.dwg CONCRETE VALLEY GUTTER CC-4 SHT 1 OF 1

24 ra r / #4 DOWELS AT~ 24" MAX O.C. (TYP) NEW SDEWALK BAC K OF CURB - 3"1- ~ #4 REBAR (SEE CC-1) "' /14 DO~<-.E REBAR$ (TYP) CONSTRUCTON JONT 1- ~ l, ~-'--- 15", EXS.NG CONCRETE / CURB AND GUTTER 4_1_ - 3"1-6" r GUTTER LP LA # 4 REBAR SEE CC "1-l CURB & GUTTER f ,; , 2 6" CLEAR '".. c~l ~_l '.,_--:::-r;-j 3" CLEAR NEW #4 DOWEL l :,_'_-----t-j t SECTON A-A # 4 DOWEL ~ ~l+--- -~r-- t tiqjth. < MAX o.c. (TYP),;"' (MN 3 DOWELS) _ 4~ CONSTRUCTON JONT ~~~- 1'-- FACE OF CURB NEW CURB AND GUTTER 1. CONSTRUCTON JONTS SHALL BE REQURED N CURB, GUTTER, SDEWALKS, DRVEWAYS AND VALLEY GUTTER WORK WHENEVER NEW CONCRETE S TO BE POURED AGANST EXSTNG CONCRETE. 2. DOWELS NTO EXSTNG MUST BE TGHT. 1 #4 DOWELS@ 24" ~ NEW SDEWALK ~ ~O~:R~..-E_T_E_S-D_E_W_A_L_K -1 EXSTNG ~DEWALK ~ _ """v' , , 7 '" ' T -- ~--~-- ' ~~~~SDE:LK----r T = 6" DRVEWAY ELEVATON 3" CLASS 2 AB R.C. L.P. DRAWN BY AUGUST 2013 CTY OF ACAD Fll NAME : H: \SlDPLNS\2013 Updole\CC-5.dwg CONSTRUCTON JONTS CC-5 SHT 1 OF 1

25 WEAKENED PLANE JONTS SHALL BE NSTALLED N ALL NEW SDEWALKS AT THE BC AND EC OF ALL CURB RETURNS. SEE NOTE #3 WEAKENED PLANE JONTS (TYP) , 1-- W (DRVEWAY) ' --~- 10' s (TYP) EC DSTANCES MEASURED ALONG FACE OF CURB JJ W/2 SDEWALK SCORE LNES (TYP) WEAKENED PLANE JONTS SHALL BE NSTALLED AT EACH END OF ALL DRVEWAYS AND AT THE CENTER F W=20' OR MORE. F W=30' OR MORE, NSTALL WEAKENED PLANE JONTS AT W/3. 1. WEAKENED PLANE JONTS SHALL BE EVERY 10 FEET AND SHALL EXTEND THROUGH THE SDEWALK, CURB AND GUTTER. WDTH SHALL BE 1/4" AND DEPTH SHALL BE 1" MNMUM. 2. TOOL SCORE LNES 1/ 4" DEEP SHALL BE EVERY 5' EXTENDNG ACROSS SDEWALK ONLY, EXCEPT WHEN ADJACENT TO AN EXSTNG DRVEWAY OR SDEWALK, N WHCH CASE THEY SHALL CORRESPOND TO EXSTNG LNES. 3. LONGTUDNAL SCORE LNES WLL BE REQURED N SDEWALKS 9' OR MO~E N WDTH, ETHER AT THE CENTER OF THE SDEWALK OR TO MATCH EXSTNG LONGTUDNAL SCORE LNES. 4. TYPCAL SDEWALK WDTH: RESDENTAL-5' TO FACE OF CURB, COMMERCAL-10' TO FACE OF CURB CTY OF R.C. LP. AUGUST 2013 DRAWN BY WEAKENED PLANE JONTS AND SCORE LNES ACAD flle NAME : H: \STDPLNS\2013 Updote\CC-6.dwg CC-6 SHT 1 OF 1

26 R~~~T~e ' DETAL A TYPCAL TWO-RAMP CORNER NSTALLATON (See Note 1 on sheet 2) 4'0" Min J 1T (See Not 2:11; Mox :h:;t 2 > SECTON A-A l l r-'1/4" 6pproximotely 3/4" J'" 0 0 GROOVNG DETAL ~ on DETAL 8 TYPCAL ONE-RAMP CORNER NSTALLATON (see NOtes 1 and 3 ON SHEET 2) SECTON 8-8 Depress entire sidewalk as required NOT TO SCALE Gutter flowline (See Note 9 on sheet 2) SECTON C-C R moval and reriacement Qf ~urb apron at Contractor s option unless.othet'yiise shown on project plans. ~~~.J TJ (See Note 9 on sheet 2) RETROFT DETAL Existing curb and sidewalk R.C. L.P. AUGUST 2013 DRAWN BY CTY OF ACAD Rl NAME : H: \SlDPLNS\2013 Updote\CC-7-l.dwg CURB RAMP DETALS REV1SON DESCRPTON CC-7-1 SHT 1 OF 2

27 GENERAL NOTES: 1. AS STE CONDTONS DCTATE, CASE A THROUGH CASE G CURB RAMP MAY BE USED FOR CORNER NSTALLATONS SMLAR TO THOSE SHOWN N DETAL A AND DETAL B. THE CASE OF CURB RAMPS USED N DETAL A DO NOT HAVE TO BE THE SAME. CASE A THROUGH CASE G CURB RAMPS ALSO MAY BE USED AT MD BLOCK LOCATONS, AS STE CONDTONS DCTATE. 2. F DSTANCE FROM CURB TO BACK OF SDEWALK S TOO SHORT TO ACCOMMO RAMP AND 4'-0" LANDNG AS N CASE A, THE SDEWALK MAY BE DEPRESSED LONGTUDNALLY AS N CASE B, OR C, OR MAY BE WDENED AS N CASE D. 3. WHEN RAMP S LOCATED N CENTER OF CURB RETURN, CROSSWALK CONFGURATON MUST BE SMLAR TO THAT SHOWN FOR DETAL B. 4. AS STE CONDTONS DCTATE, THE RETANNG CURB SDE AND THE FLARED SDE OF THE CASE G RAMP SHALL BE CONSTRUCTED N REVERSED POSTON. 5. F LOCATED ON A CURVE, THE SDES OF THE RAMP NEED NOT BE PARALLEL, BUT THE MNMUM WDTH OF THE RAMP SHALL BE 4' -0". 6. RAMP SDE SLOPE VARES UNFORMLY FROM A MAXMUM OF 10% AT CURB TO CONFORM WTH LONGTUDNAL SDEWALK SLOPE ADJACENT TO TOP OF THE RAMP, EXCEPT N CASE C AND F. 7. THE RAMP SHALL HAVE A 12" WDE BORDER WTH 1/4" GROOVES APPROXMATELY 3/4" ON CENTER. SEE GROOVNG DETAL. 8. TRANSTONS FROM RAMPS TO WALKS, GUTTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES. 9. MAXMUM SLOPES OF ADJONNG GUTTERS, THE ROAD SURFACE MMELY ADJACENT TO THE CURB RAMP AND CONTNUOUS PASSAGE TO THE CURB RAMP SHALL NOT EXCEED 5 PERCENT WTHN 4'-0" OF THE TOP OR BOTTOM OF THE CURB RAMP. 10. CURB RAMPS SHALL HAVE A DETECTABLE WARNNG SURFACE THAT EXTENDS THE FULL WDTH AND 3'-0" DEPTH OF THE CURB RAMP. CURB RAMPS THAT HAVE A RAMP SLOPE FLATTER THAN 6.67% SHALL HAVE A DETECTABLE WARNNG SURFACE THAT EXTENDS THE FULL WDTH AND DEPTH OF THE RAMP (SEE CC-9). 11. THE EDGE OF THE DETECTABLE WARNNG SURFACE NEAREST THE STREET SHALL BE BETWEEN 6" AND 8" FROM THE GUTTER FLOWLNE. 12. UTLTY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTLTY FACLTES WTHN THE BOUNDARES OF THE CURB RAMP WLL BE RELOCATED OR ADJUSTED TO GRADE BY THE RESPECTVE UTLTY OWNER PROR TO, OR N CONJUNCTON WTH, CURB RAMP CONSTRUCTON. 13. FOR SDEWALK AND RAMP THCKNESS, "T", (SEE CC-1 ). R.C. L.P. DRAWN BY AUGUST 2013 CTY OF ACAO FLE NAME : H: \STOPLNS\2013 Update\CC-7-2.dwg CURB RAMP NOTES CC-7-2 SHT 2 OF 2

28 SEE GENERAL NOTES ON SHEET CC-8-2 Slo~ passageway to draon 2" max ~upbecci'r:~e cg,n~~~al'irainlng 6" (Typ} Curb ramp, (See Note 10 on sheet 2} CASE CM CURB RAMP *BCR: Beginning of curb return TYPE 8 PASSAGEWAY Detectable warning Surface, (See Notes 2 and 4 on sheet 2) (lyp) Curb ramp (See Note 10 on sheet 2) Curb ramp (See Note 10 on sheet 2} TYPE A PASSAGEWAY TYPE C PASSAGEWAY Gutter flowline Surface of raised island (See Note 6 on sheet 2) SECTON A-A SECTON 8-8 NOT TO SCALE CTY OF ACAD RLE NAME : H: \SlDPlNS\2013 Update\CC-8-1.d"9 R.C. L.P. AUGUST 2013 DRAWN BY CURB RAMP & SLAND PASSAGEWAY DETALS CC-8-1 SHT 1 OF 2

29 GENERAL NOTES: 1. SDEWALK, RAMP, AND PASSAGEWAY THCKNESS, "T", SHALL BE 4" MNMUM. 2. MNMUM WDTH OF PASSAGEWAY THROUGH RASED SLANDS SHALL BE 4'-0", EXCEPT FOR LOCATONS WHERE RGHT OF WAY RESTRCTONS, NATURAL BARRERS, OR OTHER EXSTNG CONDTONS CREATE AN UNREASONABLE HARDSHP, THE CLEAR WDTH OF THE PASSAGEWAY MAY BE REDUCED TO 3'-0". 3. FOR DETALS OF GROOVNG USED WTH CASE CM CURB RAMP, SEE CTY STANDARD PLANS DETAL CC-7 "CURB RAMP DETALS" 4. FOR DETALS OF DETECTABLE WARNNG SURFACES, SEE CTY STANDARD PLANS DETAL CC-9 "DETECTABLE WARNNG SURFACE" 5. WHERE AN SLAND PASSAGEWAY LENGTH S LESS THAN 6' -0", THE DETECTABLE WARNNG SURFACE SHALL EXTEND THE FULL WDTH AND FULL DEPTH OF THE PASSAGEWAY LENGTH. WHERE AN SLAND PASSAGEWAY LENGTH S GREATER THAN OR EQUAL TO 6'-0", BUT LESS THAN 8'-0", A DETECTABLE WARNNG SURFACE SHALL EXTEND THE FULL WDTH AND 2' -0" DEPTH OF THE PASSAGEWAY LENGTH. WHERE AN SLAND PASSAGEWAY LENGTH S GREATER THAN OR EQUAL TO 8' -0", A DETECTABLE WARNNG SURFACE SHALL EXTEND THE FULL WDTH AND 3' -0" DEPTH OF THE PASSAGEWAY LENGTH. 6. FOR CASE CM CURB RAMP, THE EDGE OF THE DETECTABLE WARNNG SURFACE NEAREST THE STREET SHALL BE BETWEEN 6" AND 8" FROM THE GUTER FLOWLNE. 7. TRANSTONS FROM RAMPS TO WALKS, GUTERS OR STREETS SHALL BE FLUSH AND FREE OF ABRUPT CHANGES 8. MAXMUM SLOPES OF ADJONNG GUTERS, THE ROAD SURFACE MMELY ADJACENT TO THE CURB RAMP AND CONTNUOUS PASSAGE TO THE CURB RAMP SHALL NOT EXCEED 5 PERCENT WTHN 4'-0" OF THE TOP OR BOTOM OF THE CURB RAMP. 9. UTLTY PULL BOXES, MANHOLES, VAULTS AND ALL OTHER UTLTY FACLTES WTHN THE BOUNDARES OF THE CURB RAMP WLL BE RELOCATED OR ADJUSTED TO GRADE BY THE OWNER PROR TO, OR N CONJUNCTON WTH, CURB RAMP CONSTRUCTON. 10. FOR ADDTONAL CURB RAMP DETALS, SEE CTY STANDARD PLANS DETAL CC-7 "CURB RAMP DETALS" 11. PASSAGEWAY MUST NOT BE CONSTRUCTED OF ASPHALT CONCRETE. DETECTABLE WARNNG SURFACES MUST NOT BE NSTALLED ON ASPHALT CONCRETE. CTY OF ACAD nle NAME : H: \STDPlNS\2013 Updote\CC-8-2.dwg R.C. L.P. DRAWN BY CURB RAMP & SLAND PASSAGEWAY NOTES AUGUST 2013 CC-8-2 SHT 2 OF 2

30 LAYOUT AND DMENSON OF DETECTABLE WARNNG SURFACE: i WTER 0 0 L ----, T! 0.65" MN -=!= BASE TO BASE SPACNG 1.6" MN/2.4" MAX TO CENTER SPACNG RASED TRUNCATED DOME PATTERN (N-LNE) j_ T 0.2" V.'t;,) 0.45", TOP DA: MN 50% OF BASE DA. ~ MAX 65% OF BASE DA. BASE DA 0.9" RASED TRUNCATED DOME SELECTON OF DETECTABLE WARNNG SURFACE: 1. CURB RAMPS SHALL HAVE A DETECTABLE WARNNG SURFACE THAT EXTENDS THE FULL WDTH AND 3' -0" DEPTH OF THE CURB RAMP. CURB RAMPS THAT HAVE A RAMP SLOPE FLATTER THAN 6.67% SHALL HAVE A DETECTABLE WARNNG SURFACE THAT EXTENDS THE FULL WDTH AND DEPTH OF THE RAMP (SEE CllY CC-7, SHEET 2 OF 2). DETECTABLE WARNNG SURFACES SHALL CONFORM TO THE DETALS ON THS PLAN, AND THE PROJECT SPECFCATONS. DETECTABLE WARNNG SURFACES SHALL ADDTONALLY CONFORM TO THE DETALS N THE CONTRACT DOCUMENTS AS DCTATED BY THE ENGNEER N CHARGE OF THE PROJECT. 2. ALL DETECTABLE WARNNG SURFACES SHALL BE DARK GRAY N COLOR, EXCEPT AT SCHOOL CROSSNGS THE DETECTABLE WARNNG SHALL BE YELLOW N COLOR. 3. THE COLOR AND MATERAL OF THE DETECTABLE WARNNG MUST BE APPROVED BY THE CTY ENGNEER. DETECTABLE WARNNG SURFACES SHALL BE OF VTRFED POLYMER COMPOSTE CONSTRUCTON, EMBEDDED lype FOR NEW RAMPS, RETROFTTED FOR EXSTNG RAMPS, AND MANUFACTURED BY "ARMOR TLE SYSTEMS", BUFFALO, NEW YORK, OR ADA SOLUTONS, NORTH BLLERCA, MASSACHUSETTS OR APPROVED EQUAL. PRVATE DEVELOPMENT PROJECTS MAY USE ANY DSA* APPROVED DETECTABLE WARNNG PRODUCT PROVDED THE DETECTABLE WARNNG SURFACE SHALL NOT BE OF ANY CONCRETE, RUBBER AND/OR ROCK MATERAL. * ONLY APPROVED DSA/AB (DVSON OF STATE ARCHTECT/ACCESS BOARD) DETECTABLE WARNNG PRODUCTS AND DRECTONAL SURFACES SHALL BE NSTALLED AS PROVDED N THE CCR (CALFORNA CODE OF REGULATONS), TTLE 24, PART 1, ARTCLES 2,3, AND 4. REFER TO CCR TTLE 24, CHAPTER A AND B, FOR BULDNG AND FACLilY ACCESS SPECFCATONS FOR PRODUCT APPROVAL FOR DETECTABLE WARNNG PRODUCTS AND DRECTONAL SURFACES. CTY OF ACAO Al NAME : H: \SlDPLNS\2013 Updote\CC-9.dwg R.C. L.P. AUGUST 2013 DRAWN BY DETECTABLE WARNNG SURFACE CC-9 SHT 1 OF 1

31 (l OF TRAVEL LANE DETAL A ~ ' ~ LEADNG EDGE OF PAVEMENT UNDULATON PAVEMENT UNDULATON ADVANCE WARNNG MARKNGS l 6" (TYP) 6 1G ~ l;; =oc; ~ ~ g 3/8" HMA c-.l c-.l c-.l c-.l c-.l c-.l r-ri JL_i_L_L-L~~~~~~--~3~"~H~UM~P--~---EX-S_T_N_G-PA~UENT~, ~:~ ~ ~-~ ' WDTH VARES: 2' MAX '-l~---l--j- L_y-J CURB FACE 12" TAPER ELEVATON 30" X 30" W17-1 (CAMUTCD) WARNNG SGN BLACK ON YELLOW 6" SERES "E" LETTERS W13-1 SGN F DETERMNED BY ENGNEER SGN LOCATONS AS DRECTED BY CTY ENGNEER SEE CTY TS-5 FOR SGN MOUNTNG AND NSTALLATON. SECTON A-A ADVANCE SGNNG DETAL R.R. L.P. AUGUST 2013 DRAWN BY CTY OF ACAD FLE NAME : H: \SlOPlNS\2013 Updote\1S-1.dwg PAVEMENT UNDULATON STANDARDS TS-1 SHT 1 OF 1

32 \.-- PARABOLC CURVES -.-- CURB LNE - TANGENT ~~ 12' FOR 18' MEDAN ~ 11' FOR 16' MEDAN 1 0' FOR 14' MEDAN - L/3 L/3 L/3 - L L = LENGTH OF OFFSET DSTANCE TAPER FROM BASELNE FOR 60' 90' 120' LANE WDTH OF \ tmill;_ DSTANCE FROM 10' 11' 12' BEGNNNG OF TAPER 1. OFFSETS ARE MEASURED FROM A BASELNE WHCH S THE CURB LNE EXTENDED DSTANCE ALONG THE BASELNE S MEASURED FROM THE PONT OF TANGENCY AT THE BEGNNNG OF TAPER TAPER LENGTH SHALL BE 120' UNLESS OTHERWSE DRECTED BY THE PUBLC SERVCES DRECTOR (OR THER DESGNEE) OR AS SHOWN ON THE PLANS REF: HGHWAY DESGN MANUAL TABLE 405.2A C T Y 0 F ACAD Rl NAME : H: \STDPLNS\2013 Updote\lS-2.dwg r/) /J ' ~f(,_ l~.b. R.R. L.P. AUGUST 2013.&if!lp CTY ~ER DRAWN BY STANDARD MEDAN TAPERS TS-2 SHT 1 OF 1

33 PARABOLC CURB FLARE! 10~~8 ~ -~ w CD = LENGTH OF FLARE N FEET [] 0 = MAXMUM OFFSET N FEET -----cb = DSTANCE ALONG BASE LNE N FEET = OFFSET FROM BASE LNE N FEET ~CE 0 LENGTH~ OF SHOWN N TABLE THUS OFFSET N FEET FOR GVEN "X" DSTANCE :5 FLARES :10 FLARES :15 FLARES REF: HGHWAY DESGN MANUAL TABLE C T Y 0 F n /)/ ~ ACAD FLE NAME : H: \SlOPlNS\2013 Updote\TS-3.dwg ~ t:---1/1 --r R.R. L.P. AUGUST 2013 A(Jl P'"1;fTY~NEER DRAWN BY STANDARD MEDAN FLARE TS-3 SHT 1 OF 1

34 /SEE NOTE 3 TERMNAL SECTON SEE NOTE 4 SEE NOTE 1 15" lj_... 2' -6" 1 : 1 4 X4 SELECT 11 1 HEART RWD S-4-S L _J SEE NOTE 5 ~ RAL SPLCE WTH 12-1/2" LAP '---- SEE NOTE 2 -~,, v NTERME POSTS V1 BACKFLLED WTH EARTH COMPACTED TO 90% MN. ~...L ±1 L 6'-3" ----'--~~ '~.. J PER CALTRANS A j ~ ~ STANDARD PLANS A77A1 l~±~j 2'-4" 3'-o" SECTON A-A 1'-6" MN MN DAYS CONCRETE llille.s;_ 1. BARRCADE POSTS SHALL BE 6"X8" S-4-S DENSE STRUCTURAL REDWOOD OR CONSTRUCTON GRADE PRESSURE TREATED LUMBER. LUMBER SHALL BE TREATED WTH APPROVED SALTS SO THAT POST MAY BE PANTED. 2. A 3" CENTER MOUNT AMBER ACRYLC PLASTC REFLECTOR N AN ALUMNUM BEZEL HOUSNG SHALL BE NSTALLED ON EACH POST AS SHOWN OR APPROVED EQUAL. 3. A.08" THCK 36"X36" W31* YELLOW DAMOND "END" SGN USNG HGH NTENSTY REFLECTNG SHEETNG SHALL BE MOUNTED WTH THE BOTTOM OF THE SGN AT THE LEVEL OF GUARD RAL AND LOCATED AS PER PLAN. 4. METAL GUARD, AASHTO DESG. M180, 12 GA. GALVANZED STEEL. 5. 8" X 8" X 1'-2'' REDWOOD BLOCK BETWEEN RAL AND POST PER CALTRANS STANDARD PLANS A77C3. R.R. L.P. AUGUST 2013 DRAWN BY CTY OF ACNJ FLE NAME : H: \SlDPLNS\2013 Update\TS-4.dwg STANDARD STEEL BEAM BARRCADE TS-4 SHT 1 OF 1

35 r 7' MN r t T 7' MN,.. GUDE SGN SHALL BE 4' WDE, NOT TO EXCEED MEDAN WDTH (STREET NAME SGN 8' MN HEGHT) r 7' MN SEE NOTE 2 POST TO BE TAPPED FOR STANLESS STEEL SECURTY SCREW. LOCKTTE OR EQUAL THREAD LOCKNG COMPOUND SHALL BE APPLED TO THREAD PROR TO APPLCATON. WARNNG SGN REGULATORY SGN 2" SCHEDULE 40 GAL. PPE STANLESS STEEL WASHER 5/16" BUTTON HEAD PN SOCKET SECURTY SCREW TO BE BOLTED DRECTLY TO POST GUDE SGN MOUNT SGN ON PPE POSTS OR ELECTROLER WTH BRACE. SCORE PPE 2" SCHEDULE 40 GAL PPE 1/2" G.l. BOLT & NUT SGN SADDLE FOR 2" OR 2-1/2" PPE NYLON WASHER SGN 24" 2-1/2".D. SCHEDULE 40 GAL PPE SLEEVE 3" SGN MOUNTNG t:illie.s;_ BASE DETAL 1. ALL SGN LOCATONS TO BE APPROVED BY CTY ENGNEER. 2. SGN POSTS SHALL BE PLACED BEHND 5' OR SMALLER SDEWALKS. FOR SDEWALKS MORE THAN 5' THE EDGE OF SGNS SHALL BE APPROXMATELY 2 FEET FROM FACE OF CURB. 3. THE EDGE OF SGNS SHALL BE 2' OR MORE FROM THE EDGE OF THE PAVEMENT ON AN UNCURBED ROADWAY. 4. SGN SADDLES AND 5/16" STANLESS STEEL BUTTON HEAD PN SOCKET SCREWS AND WASHERS SHALL BE USED. 5. PPE SHALL EXTEND 1" ABOVE TOP OF SGN AND SHALL BE CAPPED. 6. NO BANDNG WLL BE ALLOWED ON 2" PPE. 7. WHEN SUPPLEMENTAL SGNS ARE USED, THESE SHALL BE MOUNTED AT 7' MN HEGHT WTH PRMARY SGNS MOUNTED ABOVE. 8. SGN PANELS GREATER THAN 34" N WDTH SHALL BE NSTALLED WTH A BACK BRACE MOUNTED WTH SECURTY SCREWS AND VANDEL NUTS. REF: CAMUTCD 2012/SGNS/FGURE 2A/P124 R.R. L.P. AUGUST 2013 DRAWN BY CTY OF ACAO FLE NAME : H: \SlDPLNS\2013 Updote\lS-5.dwg TRAFFC SGN MOUNTNG TS-5 SHT 1 OF 1

36 10' LOCATON N PLANTER STRP LOCATON N 10' MONOLTHC SDEWALK 1. SGN TO BE LOCATED 24" FROM CURB FACE OF PRNCPAL STREET. 2. SGN TO BE LOCATED 7' MN ABOVE GROUND. NSTALLED ACCORDNG TO TS SGN TO BE ACCORDNG TO TS-8. CORNER LOCATON TO BE DESGN A TED ON CONSTRUCTON PLANS. 4. SGN SHALL BE MOUNTED ON TRAFFC SGNAL STANDARD OR ELECTROLLER F AVALABLE. 5' LOCATON AT 5' MONOLTHC SDEWALK R.C. L.P. AUGUST 2013 DRAWN BY CTY OF ACAD FllE NAUE : H: \STDPlNS\2013 Updote\1S-6.dwg STREET NAME SGN LOCATON TS-6 SHT 1 OF 1

37 1 3/8" HOLE 40" ~-3~~-- - J ~L, ;r12" ~. 1 J 3 8 HOLE L r-----~ : :! 1 3" 20" ==::::::---_.!_ 40" -j 8"f- f 12" METHOD "B" PROR TO SDEWALK CONSTRUCTON TOP OF CURB,----J METHOD"A" EXSTNG SDEWALK 3/8" HOLE -j 8"f METHOD"C" NO SDEWALK 1" SAND LEVELNG BED SUBGRADE METHOD"D" SDEWALK WTH PAVERS (SEE MS-8 FOR PAVER SECTON) 4" t:lqifr_ 1. ALL METER POLE LOCATONS SHALL BE APPROVED BY CTY ENGNEER. 2. METER POLES SHALL BE 2-3/8" O.D. AND 2-1/16" 1.0. PPE, 5' LONG. 3. A 3" HOLE SHALL BE DRLLED N EXSTNG SDEWALKS. 4. NO HAMMERNG WLL BE ALLOWED ON UPPER END OF PPE. 5. PPE SHALL BE SCHEDULE 40 GALV. PPE UNLESS OTHERWSE SPECFED. 6. BACKFLL SHALL BE MN DAYS, 3/4" AGGREGATE MX CONCRETE. CTY OF ACAD FLE NAME : H: \SlDPLNS\2013 Update\1S-7.dwg R.R. L.P. AUGUST 2013 DRAWN BY PARKNG METER POLE NSTALLATON TS-7 SHT 1 OF 1

38 GREEN BACKGROUND 1-1/2'' WHTE LETTERNG HGH NTENSTY REFLECTVE SHEETNG 1-1/2'' Name St - 10 POP - RVETS REF: CAMUTCD 2012/SGNS/SECTON 2D SGNS SHALL BE FLAT TEMPERED 0.080" ALUMNUM ALLOY PLATES WTH 3M DAMOND GRADE VP SHEETNG OR APPROVED EQUAL. 2. SGN MOUNT SHALL BE SUPPLED BY THE CTY OF. 3. ALL CORNERS SHALL BE 1.5" RADUS. 4. LETTERNG SHOULD BE 6" FOR UPPERCASE AND 4.5" FOR LOWERCASE HGHWAY SERES D FONT. 5. SGN TO BE LOCATED 8' MN ABOVE GROUND. BASE TO BE NSTALLED ACCORDNG TO TS SGN POSTS SHALL BE PLACED BEHND 5' OR SMALLER SDEWALKS. FOR SDitWALKS MORE THAN 5' THE EDGE OF SGNS SHALL BE APPROXMATELY 2 FEET FROM FACE OF CURB. REF: TS-6 7. SGN SHALL BE MOUNTED ON TRAFFC SGNAL POLE OR ELECTROLER F AVALABLE. R.R. AUGUST 2013 CTY OF ACAD FLE NAME : H: \SlDPlNS\2013 Updote\1S-8.dwg STREET NAME SGN TS-8 SHT 1 OF 1

39 HAWKNS M2-2LBT TYPE L-BRACKET OR EQUAL AS APPROVED BY CTY TRAFFC ENGNEER. THREADED END -----= ) CAMUTCD* R SERES PARKNG AS SHOWN ON PLANS, AND APPROVED BY CTY TRAFFC ENGNEER ~SGN - *CAMUTCD = CALFORNA MANUAL UNFORM TRAFFC CONTROL DEVCES (LA TEST EDTON) =>i 7' MN Ll AJ--- POLE NSTALLATON PER V. BASE MOUNTNG DETAL SHOWN ON TS-5. t-!qru;_ 1. PPE SHALL BE 9' LONG WTH ONE THREADED END. 2. THE L BRACKET USED SHALL BE THE THREADED TYPE. 3. ALL FVE HOLES SHALL HAVE NUTS AND BOLTS. 4. HGH NTENSTY REFLECTVE SHEETNG. 5. NSTALLATON PER TS-5. R.R. L.P. DRAWN BY AUGUST 2013 CTY OF ACAO nle NAME : H: \STOPLNS\201 3 Update\ 1S-9.dwg SGN NSTALLATON TS-9 SHT 1 OF 1

40 36" T -i 4" MN - 4" MN - - ~ 4" ~ 3-1/4" Bancroft Rd 350 ~ 0 *!1/2" l 18" j_ 3-1/ 4" ONE NAME STREET SGN L rr=====================i! 3-1/4" t f./2",_,1 1. _ Bancroft Rd 350 ~ 0 3-1/4"! ll ,i-,_);..2-1~ ~ 200 Walnut Ave ~=====================~ TWO NAME STREET SGN ENTRE STREET NAME SGN FACE SHALL BE SCOTCH LTE BRAND, OR EQUAL, DAMOND GRADE VP REFLECTVE SHEETNG, SLVER LEGEND ON GREEN BACKGROUND, ADHERED TO A GAUGE ANODZED ALUMNUM BLANK. STREET NAME: 8" UPPER CASE 6" LOWER CASE SERES D BLOCK NUMBERS: 5" SERES C ARROW: 4"X6" BORDER WDTH: 1-1/4" LENGTH OF SGN BLANKS: 5' FOR 8 LETTERS, NUMBERS AND SPACES 6' FOR 10 LETTERS, NUMBERS AND SPACES 7' FOR 13 LETTERS, NUMBERS AND SPACES 8' FOR 15 LETTERS, NUMBERS AND SPACES FOR 16 OR MORE LETTERS, NUMBERS AND SPACES, USE SMALLER SERES SZE ON A 8' LONG BLANK. TYPE S MOUNTNG: STRAP - MOUNTED SGNAL POLE OR ELECTROLER SGNS SHALL BE SNGLE-FACED WTH BRACE OR CHANNEL SUPPORT BACKNG. MANUFACTURER'S DENTFCATON: THE YEAR OF MANUFACTURE AND MANUFACTURER'S NTALS SHALL BE PERMANENTLY MARKED OR ETCHED ON THE BACK OF THE SGNS. ALL DENTFCATON LETTERS AND NUMERALS SHALL BE PLACED SO AS NOT TO FALL BEHND ANY POST OR FRAME MEMBER. R.R. L.P. AUGUST 2013 DRAWN BY CTY OF ACAD FLE NAME : H: \STDPLNS\2013 Update\TS-10.dwg LARGE STREET NAME SGNS TS-10 SHT 1 OF 1

41 1-1~ f- 7 /16" SHOP DRLLED HOLE 16" MAX VARES NO FELD DRLLNG 1/4" HOT DPPED GALVANZED STEEL. FOR ALL MATERALS TO BE SET BY THE ENGNEER N THE FELD FELD DRLL SGN PANEL 3/8" FOR 5/16" STANLESS STEEL BOLT AND FBER WASHER RADUS AS REQURED TO FT SHOP WELD ALL CONNECTONS R.R. L.P. DRAWN BY AUGUST 2013 CTY OF ACAD FLE NAME : H: \STDPLNS\2013 Updote\TS-11.dwg MAST ARM SGN MOUNTNG BRACKET TS-11 SHT 1 OF 1

42 WARNNG SGNS REGULATORY SGNS CODE NO. SZE CODE NO. SZE W1 30"X30" R2-1 ( <30 MPH) 24"X30" W2 30"X30" R2-1 (>30 MPH) 36"X45" W3 30"X30" R3 (CA) 24"X30" W4 30"X30" R5-1 30"X30" W5 30"X30" R48 (CA) 30"X30" W6 24"X24" R81 (CA) 24"X18" W7 30"X30" WB 30"X30" W9 30"X30" W11 30"X30" W14 30"X30" W3-2 30"X30" W1-7 36"X18" W1-6 36"X18" S1-1 30"X30" W74 (CA) 36"X36" TRAFFC SGNS SHALL BE THE "STANDARD" SZE AS SHOWN N THE LATEST STATE OF CALFORNA MUTCD AND SHALL BE USED WTH THE ABOVE EXCEPTONS. llille;_ F THERE S A SZE DSCREPANCY OR ANY OTHER QUESTON, PLEASE CONTACT THE TRAFFC ENGNEERNG, PUBLC SERVCES DEPARTMENT. R.R. L.P. AUGUST 2013 DRAWN BY CTY OF ACAD FLE NAME : H:\SlOPlNS\2013 Update\1S-12.dwg WARNNG SGN SZE CHART TS-12 SHT 1 OF 1

43 ::: ~1 '8Ht\ FLASHNG ARROW BOARi e ,. W20-1 RGHT W4-2 e e ; : : :; : : WORK AREA. 1- A+ A+ A -1-L BUFFER SPACE RGHT LANE CLOSURE BEFORE NTERSECTON ALSO APPLES TO RGHT LANE ON 4-LANE ROAD WTHOUT THE SGNS ON THE MEDAN -+ W20-1 W r.f FLASHNG ARROW BOARD _.._.._ ,.;.;: :( : riort!e.~c... W ~ e W9-3 W t- A -j- A -j- A --1-t-- L BUFFER SPACE - CENTER LANE CLOSURE BEFORE NTERSECTON ALSO APPLES TO CENTER LANE ON 4-LANE ROAD WTHOUT THE SGNS ON THE MEDAN FLASHNG ARROW BOARD ; 20-1 rto-5 W4-2 LEFT) ~ - L r- w i-a-1-a-1--a W20-1 [W:rf w4-2 LEFT LANE CLOSURE BEYOND NTERSECTON ALSO APPLES TO NUMBER 2 LANE ON 4-LANE ROADS (..,.-- VVORK AR~A - FLASHNG ARROW BOARD R3-1 Je RGHT LANE CLOSURE BEYOND NTERSECTON ALSO APPLES TO NUMBER 2 LANE ON 4-LANE ROADS! SEE TS-13-4 & 13-5 FOR NOTES. R.R. AUGUST 2013 CTY OF ACAD nle NAME : H: \STDPLNS\2013 Updote\1S-13-1.dwg TYPCAL LANE CLOSURE TS-13-1 SHT 1 OF 5

44 W20~1 W20~5 _41. fet e e e _J- _J- - f--~--a ---::l... -!_ MEDAN SLAND MANTENANCE W20-1 W20-5 R3-2,. OJ.J' R3-2 le le le k f--a "i'" A LEFT TURN POCKET LANE CLOSURE SEE TS-13-5 FOR NOTES. CTY OF R.R. L.P. AUGUST 2013 DRAWN BY TYPCAL LANE CLOSURE (LEFT TURN LANES) ACMJ FLE NAME : H: \STDPLNS\2013 Update\TS-13-2.dwg TS-13-2 SHT 2 OF 5

45 MERGNG TAPER SHFTNG TAPER SHOULDER L ' J? 1/2 L t l l l -;' tit,... 1'-. u tl t DOWNSTREAM TAPER SHOULDER LONGTUDNAL BUFFER SPACE SHFTNG TAPER. 4S FT F "S S N MPH t \ SHFTNG 1/2 L ~ \ 1 1/2 L TAPER ~ 0 SHOULDER 0 1/3 L TAPER 0 tiqe;_ EXAMPLES OF SGN AND C ONE PLACEMENT SEE TS-13-1 J.!J. tit..&...&...&. SEE TS-13-5 FOR NOTES CTY OF R.R. L.P. AUGUST 2013 DRAWN BY TYPES OF TAPERS AND BUFFER SPACES ACAD Al NAME : H: \SlDPLNS\2013 Updote\1S-13-3.dwg TS-13-3 SHT 3 OF 5

46 CTY FORMULA FOR L MAXMUM CHANNELZER SPACNG APPROACH SPEED FORMULA SPEED (MPH) TAPER TANGENT CONFLCT 40 MPH OR LESS L = WS 2 /60 (FT) (FT) (FT) 45 MPH OR GREATER L = WS L = TAPER LENGTH N FEET W = WDTH OF OFFSET N FEET S = POSTED SPEED, OFF PEAK 85TH PERCENTLE SPEED PROR TO WORK STARTNG, OR THE ANTCPATED OPERATNG SPEED ALL EXPRESSED N MPH MQru;_ 1. REFER TO CAMUTCD CHAPTER 6 FOR TYPCAL APPLCATON LAYOUTS FOR TRAFFC CONTROL TABLE 3 MAY BE USED FOR CLOSNG LANE OF 12' WDE OR LESS. OTHERWSE REFER TO FORMULA FOR TABLE 1 TAPER LENGTH. ROAD TYPE DSTANCE BETWEEN SGNS A B c URBAN (LOW SPEED) - 25 MPH OR LESS 100 FEET 100 FEET 100 FEET URBAN (HGH SPEED) - 25 MPH TO 40 MPH 250 FEET 250 FEET 250 FEET URBAN (HGH SPEED) - MORE THAN 40 MPH 350 FEET 350 FEET 350 FEET RURAL 500 FEET 500 FEET 500 FEET EXPRESSWAY / FREEWAY 1,000 FEET 1,500 FEET 2,640 FEET APPROACH SPEED (MPH) OF TABLE 2 MNMUM TAPER LENGTH MERGNG L (FT) SHFTNG L/2 SHOULDER L/3 (FT) (FT) DOWN STREAM (FT) TABLE 3 REF: LATEST EDTON OF CAMUTCD ~//l R.R. L.P. AUGUST 2013 m- Ci~NEER DRAWN BY l ACAO Al NAME : H: \STDPlNS\2013 Updote\TS-13-4.dwg TYPCAL LANE CLOSURE (NOTES) TS-13-4 SHT 4 OF 5

47 SYMBOL DESCRPTON SGN LEGEND DESCRPTON CONE OR PORTABLE DELNEATOR W20-1 MN SZE 30" X 30" ROAD WORK AHEAD W9-3 CENTER LANE CLOSED AHEAD W20-5 RGHT OR LEFT LANE CLOSED A DSTANCE BETWEEN SGNS MN SZE 36" X 36" AHEAD W4-2 (SYMBOL) LANE SHFT L LENGTH OF TAPER W3-2 (SYMBOL) NO LEFT TURN R3-1 (SYMBOL) NO RGHT TURN LEGENDS: NOTES: 1. ALL SGNS SHALL BE MOUNTED UPRGHT. SGNS LEANNG AGANST TYPE BARRCADES ARE NOT ALLOWED. 2. THS PLAN DOES NOT APPLY WHERE THERE ARE EMERGENCY CONDTONS. UNDER EMERGENCY EONDTONS, EQUPMENT AND PERSONNEL WHCH ARE AVALABLE SHOULD BE UTLZED TO MPLEMENT A CLOSURE EVEN THOUGH SUCH CLOSURES DO NOT MEET THE STANDARDS OF THS PLAN. AS EQUPMENT AND PERSONNEL BECOME AVALABLE, AN MME EFFORT SHOULD BE MADE TO MPLEMENT THE STANDARDS SHOWN ON THS PLAN. 3. ALL ADVANCE WARNNG SGNS SHALL BE EQUPPED WTH A MNMUM OF TWO (2) FLAGS FOR DAYTME CLOSURES. ALL ADVANCE WARNNG SGNS FOR NGHT CLOSURES SHALL BE LLUMNATED OR REFLECTORZED. 4. ALL CONES SHALL BE 28" MNMUM HEGHT. THEY SHALL BE NTERNALLY LLUMNATED OR REFLECTORZED PER STATE SPECFCATONS FOR NGHT CLOSURES. LANE CLOSURE TMES: 1. ONLY ONE LANE, PER DRECTON, S PERMTTED TO BE CLOSED ON AN ARTERAL STREET BETWEEN THE HOURS OF 9: 00 AM - 3: 30 PM, MONDAY - FRDAY. ONLY ONE LANE, PER DRECTON, S PERMTTED TO BE CLOSED ON YGNACO VALLEY ROAD BETWEEN THE HOURS OF 9: 00 AM - 3:00 PM, MONDAY - FRDAY. 2. ONLY ONE LANE, PER DRECTON, S PERMTTED TO BE CLOSED ON ALL ARTERAL STREETS BEWEEN THE HOURS OF 8: 00 AM - 5: 00 PM SATURDAY AND SUNDAY. (REQURES AN AFTER HOURS PERMT) 3. LANE CLOSURES OF TWO OR MORE LANES PER DRECTON SHALL ONLY OCCUR, EXCEPT FOR EMERGENCES, BETWEEN 10:00 PM - 6:00 AM SUNDAY - THURSDAY. (REQURES AN AFTER HOURS PERMT) tiq.th_ 1. ALL CLOSURES ON AN ARTERAL STREET MUST HAVE A STE-SPECFC TRAFFC CONTROL PLAN APPROVED BY THE CTY OF 'S TRAFFC ENGNEERNG DVSON. STE-SPECFC TRAFFC CONTROL PLANS FOR ALL OTHER STREETS ARE AT THE TRAFFC ENGNEER'S DSCRETON. PLAN MUST NCLUDE PEDESTRAN AND BCYCLE ACCESS, CONTROLS AND PATHWAY. 2. LANE CLOSURES ARE NOT PERMTTED WTHN THE CORE AREA OR ON YGNACO VALLEY ROAD BETWEEN THANKSGVNG AND JANUARY 1, EXCEPT FOR EMERGENCY WORK. 3. THESE LANE CLOSURE TMES SHALL BE ADHERED TO OR AS OTHERWSE DCTATED BY THE CTY APPROVED TRAFFC CONTROL PLAN(S). CTY OF ACAD ALE NAME : H: \SlDPLNS\2013 Updote\lS-13-5.dwg R.R. L.P. AUGUST 2013 DRAWN BY TYPCAL LANE CLOSURE (NOTES) TS-13-5 SHT 5 OF 5

48 TYPE "p" CABNET D VENT_/ WRE CAVTY 12" GROUND ROD 18" i i ow~ ~ FOUNDATON DMENSON SHOULD BE 30" (H) X 50" (W) X 30" (D) FRONT VEW SDE VEW " , : 0 ~ ~ ~ : 30" ~ --r ~==L=_= =_=_=--=-=--=-=-=--=-=--=J===o~_jl SERVCE AND PULL BOX MAY BE LOCATED AT ETHER SDE OF CABNET TOP VEW 1. EXACT LOCATON OF TRAFFC CONTROLLER SERVCE AND PULL BOX WLL BE DETERMNED N FELD BY CTY ENGNEER. 2. FOUNDATON APPLES TO BOTH TYPE "p" AND "M" CABNETS. 3. PANT: POLYESTER COAT GREEN COLOR NO. RAL6005, (TO MATCH). ** POLYESTER COATNG CTY OF ACAO RLE NAME : H: \SlDPlNS\2013 Update\TS-14-1.dwg R.R. L.P. AUGUST 2013 TYPE P AND TYPE M TRAFFC SGNAL CONTROLLER CABNET TS-14-1 SHT 1 OF 2

49 PULL BOX GALVANZED STEEL MESH DRANAGE ROCKS 1. GALVANZED STEEL MESH NEEDS TO BE AT LEAST 1/8" THCK. 2. THE "OPENNGS" N THE GALVANZED STEEL MESH SHOULD BE A MAX OF 1/2" WDE. 3. PLACE DUCT SEAL AFTER CONDUCTORS ARE PULLED NTO BOX. 4. PLACE PLASTC BUSHNG. R.R. L.P. DRAWN BY AUGUST 2013 CTY OF ACAD RLE NAME : H: \SlDPlNS\2013 Updote\1S-14-2.dwg SGNAL PULL BOX TS-14-2 SHT 2 OF 2

50 TERMNAL BLOCK SEMON NO. S66B3-50 SUPPLED N SGNAL CONTROLLER CABNET. 66B3-50 w----t==:t- -1=== l.ll nm----1=== === trlrl JlJ.ll----1== === l.llll tlttf----.j:::::::j === tmr.l.llll----!== F=t----illll Jittf----1== l==l------lltt111 UJt----t==l F=t '------!===* ~=~----' ----1=== F=t---- '----i====* ~=~ === F=t---- '------!===* ~=~ === ~::::t '------!===* == t ---~ == l '------!===* === t !== !== ' J == !== !== F=t J == === ' '------!== F=t ==1! ~=~ !== F=t == !== !== !==1-----, ==1! !== '-----~ ~=~ ==1! !== '-----~ ~= ', ==1! !== ' === !== == !== '-----~ ~= , ==1! !== '-----~ ~= tm-,'<'tt'p<'...,.,..,...-j::::=l------f::::=l-----llltt ~"'-'--ll""""'--1= F=!-----liiiiiii 66B3-50 L NTERCONNECT CABLE 25 PAR NO. 22 CONFORMNG TO R.E.A. SPECFCATON PE-22 UNLESS OTHERWSE SPECFED. WRE TO BE NSTALLED USNG CTY OF APPROVED TOOLS. PAR 1J. COLOR CODE 1. WHTE/BLUE 2. WHTE/ORANGE 3. WHTE/GREEN 4. WHTE/BROWN 5. WHTE/SLATE 6. RED/BLUE 7. RED/ORANGE 8. RED/GREEN 9. RED/BROWN 10. RED/SLATE 11. BLACK/BLUE 12. BLACK/ORANGE 13. BLACK/GREEN 14. BLACK/BROWN 15. BLACK/SLATE 16. YELLOW/BLUE 17. YELLOW/ORANGE 18. YELLOW/GREEN 19. YELLOW/BROWN 20. YELLOW/SLATE 21. VOLET /BLUE 22. VOLET /ORANGE 23. VOLET /GREEN 24. VOLET /BROWN 25. VOLET /SLATE JUMPERS TO BE SUPPLED FOR EACH BLOCK t1qill;_ CABLE RUNNNG FROM THE NORTH OR WEST SHOULD BE TERM NA TED ON THE LEFT HAND SDE OF BLOCK. CABLE RUNNNG FROM THE SOUTH OR EAST SHOULD BE TERMNATED ON THE RGHT HAND SDE OF BLOCK. CTY OF WLL CONFGURE ETHERNET OVER COPPER COMMUNCATONS. CTY OF ACAO FllE NAME : H: \SlDPLNS\2013 Updole\TS-15.dwg R.R. L.P. AUGUST 2013 TRAFFC SGNAL NTERCONNECT CABLE TERMNATON BLOCK WRNG DAGRAM TS-15 SHT 1 OF 1

51 GENERAL NOTES: 1. LOOP MATERALS SHALL COMPLY WTH CAL TRANS STD. SPECFCA lions SECTON LOOPS SHALL BE TYPE "A" {6' X 6' SQUARE) OR "E" {6' DA. ROUND) UNLESS OTHERWSE NOTED. LOOP WRE SHALL BE TYPE 2. DETECTOR LEAD-N CABLE {DLC), WHEN SPECFED, SHALL BE TYPE C. SLOTS SHALL BE FLLED WTH ELASTOMERC {3M BLACK 5000) OR HOT MELT RUBBERZED ASPHALT SEALANT. 3. FOR TYPE "D" LOOP LAYOUT AND WNDNG, REFER TO LA TEST CAL TRANS STD. PLAN ES-5D. 4. HANDHOLES, WHEN SPECFED, SHALL BE NSTALLED AS SHOWN N CAL TRANS STD. PLAN ES-5D, AND SHALL BE TYPE A UNLESS OTHERWSE NOTED. 5. NSTALL 1.5" OF 3/8" HMA FLUSH WTH SURFACE WTH PRECAST BOX OVER CONCRETE COLLAR. 6. LOOP #1 SHOULD BE A TYPE D LOOP. LOOP NSTALLATON PROCEDURE: LOOP LOCATONS SHALL BE APPROVED PROR TO NSTALLATON. 1. SAW SLOTS N PAVEMENT FOR LOOP CONDUCTORS AS SHOWN N DETALS. BOTTOM OF SAW SLOT SHALL BE SMOOTH WTH NO SHARP EDGES. 2. SLOTS SHALL BE WASHED, BLOWN OUT AND THOROUGHLY DRED BEFORE NSTALLNG LOOP CONDUCTORS. 3. NSTALL LOOP CONDUCTOR N SLOT USNG A 3/16" TO 1/4" THCK WOOD PADDLE OR SMLAR BLUNT TOOL. 4. ALLOW ADDTONAL LENGTH OF CONDUCTOR FOR THE RUN TO TERMNATON PULL BOX PLUS 5 FEET OF SLACK N PULL BOX. 5. THE ADDTONAL LENGTH OF EACH CONDUCTOR FOR EACH LOOP SHALL BE TWSTED TOGETHER NTO A PAR {AT LEAST 2 TURNS PER FOOT) BEFORE BENG PLACED N THE SLOT AND CONDUT TO TERMNATON PULL BOX. 6. NO MORE THAN 2 TWSTED PARS SHALL BE NSTALLED N ONE SAWED SLOT. 7. DENTFY AND TAG LOOP CRCUT PARS N THE TERMNATON PULL BOX WTH LANE NUMBER, LOOP NUMBER AND BEGNNNG OF LOOP CONDUCTOR. DENTFY AND TAG LEAD-N CABLE WTH SENSOR NUMBER AND PHASE. USE SELF-CLNCHNG WRE TES. BEGNNNG AND LOOP NUMBER MAY BE DENTFED WTH BANDS OF COLORED ELECTRCAL TAPE, USNG UNQUE COLORS FOR EACH LANE. 8. FLL SLOTS AS SHOWN N DETALS. 9. SPLCE LOOP CONDUCTORS TO DLC N PULL BOX ONLY {NOT HANDHOLE). ALL SPLCES SHALL BE SOLDERED USNG ROSN-CORE SOLDER. OPEN FLAME SOLDERNG S NOT PERMTTED. 10. ENDS OF DLC AND LOOP WRE SHALL BE WATERPROOFED PROR TO NSTALLNG N CONDUT TO PREVENT MOSTURE FROM ENTERNG THE CABLE. 11. DLC SHALL NOT BE SPLCED BETWEEN THE PULL BOX AND THE CONTROLLER CABNET TERMNALS. 12. CHECK EACH LOOP CRCUT FOR CONTNUTY, CRCUT RESSTANCE AND NSULATON RESSTANCE AT THE CONTROLLER CABNET LOCATON. 13. WHERE LOOP CONDUCTORS ARE NOT TO BE SPLCED TO A LEAD-N CABLE, THE ENDS OF THE CONDUCTORS SHALL BE SOLDERED, TAPED AND WATERPROOFED WTH AN ELECTRCAL NSULATNG COATNG. 14. DSTANCE BEWEEN SDE OF LOOP AND A LEAD-N SAW CUT FROM ADJACENT DETECTORS SHALL BE 2 FEET MNMUM. DSTANCE BETWEEN LEAD-N SAW CUTS SHALL BE 6 NCHES MNMUM. 15. LOOPS SHALL BE CENTERED N LANES, UNLESS OTHERWSE NOTED. 1-6~,10',.6:,10' 1 6:18'1 6~11~ LOOP t1 #4 LOOP t1 #3 LOOP t1 #2 LOOP ~l #1 STOPLNE LOOP DETECTOR LAYOUT 118 L1 L2 L3 STOP LNE WND LOOPS CLOCKWSE 8 BEGNNNG E = END TYPCAL 4-LOOP DETECTOR HOOKUP.. MAX LOO~.. s~~ant 1-7 /8"* MN (TYPE "A" OR "E") 2-3/8" MN (TYPE "D") --' /8"* MN -l L:... 1/4" MN ~::::t:;::==-1 1 SECTON THROUGH LOOP WNDNG LOOP SEALANT 1" MN ~ 1/2" MN L4 3 TURNS LOOP CONDUCTOR (UNLESS OTHERWSE SPECFED) (5 TURNS FOR TYPE "D" LOOPS) LOOP CONDUCTORS (TWSTED) SECTON THROUGH SNGLE LOOP LEAD-N SLOT LOOP SEALANT 1" MN _! L- 1/2" MN 2ND LOOP (TWSTED) 2-1/8"* MN L}f{t===t-- 1ST LOOP --'--r--- (TWSTED) SECTON THROUGH TWO LOOP LEAD-N SLOT SLOT DETALS *SPECAL NOTE: ADD 1" TO SLOT DEPTH WHEN LOOP OR LEAD-N S WTHN 6' OF GUTTER LP. R.R. DRAWN BY L.P. AUGUST 2013 CTY OF ACNJ FLE NAME : H: \STDPLNS\2013 Updole\TS-16-l.dwg LOOP DETECTORS TS-16-1 SHT 1 OF 3

52 TYPE E LOOP TYPED LOOP 6' 6' 6' 6' ~ o' ~--10' ~--s ~~- 1' STOP LNE TYPCAL 4 LOOPS DETECTOR HOOKUP TO PULL BOX 1. LOOPS SHALL BE TYPE "E" (6' DA ROUND) PER CALTRANS STANDARD PLANS ES-5B UNLESS OTHERWSE NOTED. 2. LOOP WRE SHALL BE TYPE 2, DETECTOR LEAD-N CABLE (DLC) SHALL BE TYPE 2C. 3. SLOTS SHALL BE FLLED WTH HOT MELT RUBBERZED ASPHALT SEALANT. 4. HAND-HOLES SHALL BE NSTALLED AS SHOWN N CALTRANS STANDARD PLAN ES-5D AND SHALL BE TYPE A UNLESS OTHERWSE NOTED. R.R. AUGUST 2013 CTY OF ACAD AlE NAME : H: \SlDPlNS\2013 Updote\TS-16-2.dwg LOOP DETECTORS TS-16-2 SHT 2 OF 3

53 /\ t'\ : \ : \ : l : l ~ ~ [45] (44~ ~431 1"1 : : l : \ r~ ~~~ (42) K41) 1~11~1 J (11) (11) rnrn (10) E3 (9) E3 (8) E3 06(--(1-9) , ) 06(:=(2o> =) (--(21) )., \\----- \\---- \L U 1 TYPCAL RACK DETAL v E M E D p v E T 0 y CHANNEL ASSGNMENTS BY BU BU 2 3 APPROACH ADV LOOPS & SYSTEM LOOPS E/8 W/8 N/8 E v...-:::-...-;::- ~,~~ r--::-r~~ r-?'t".-;::- 1~1 / \ : ll ~.--- ~~ ~ ~ rn rn ~! \ i \ b5j ~36~ t 37 ~ t 38 ~ 33 ~ 34 l : J OL OL - 08 (12) (12) CHANNEL ASSGNMENTS NOTES 12 DET CHANNELS REMAN N 81U-1 WTH VDEO DETECT EQUP SLOTS VRTUAL 81U THROUGH VDEO UNT VRTUAL 81U THROUGH VDEO UNT R.R. L.P. AUGUST 2013 DRAWN BY CTY OF VDEO DETECTON CHANNEL ASSGNMENT ACMJ nle NAME : H: \SlDPLNS\2013 Update\TS-16-J.dwg TS-16-3 SHT 3 OF 3

54 PG&E POWER N ~ G STREET LGHTS TRAFFC SGNAL RRGATON 1. PG&E METER A MAN BREAKERS A BREAKERS A BREAKERS A MERCURY CONTACT 7. NTERNAL PHOTOCELL 8. TEST SWTCH 9. NEUTRAL BAR LUG 10. GROUND BAR LUG SPARE CTY OF ACAD FLE NAME : H: \STDPLNS\2013 Updote\TS-17-1.dwg R.R. L.P. AUGUST 2013 DRAWN BY TYPE ll AF SERVCE BOX TS-17-1 SHT 1 OF 4

55 PG&E POWER N ~ G FESTOON STREET LGHTS 1. PG&E METER A MAN BREAKERS A BREAKERS A BREAKERS 5. ELECTRONC TME CLOCK A MERCURY CONTACT 7. NTERNAL PHOTOCELL 8. TEST SWTCH 9. NEUTRAL BAR LUG 10. GROUND BAR LUG TRAFFC SGNAL SPARE RRGATON R.R. L.P. AUGUST 2013 DRAWN BY CTY OF ACAD nle NAME : H: \SlDPLNS\2013 Update\TS-17-2.dwg TYPE ll AF SERVCE BOX TS-17-2 SHT 2 OF 4

56 GENERAL NOTES: 1. SERVCE EQUPMENT ENCLOSURES AND METERNG EQUPMENT SHALL MEET THE REQUREMENTS OF THE SERVNG UTLTY. WHEN THE SERVNG UTLTY PROVDES BOTH METERED AND UNMETERED CRCUTS, A SEPARATE BUS SHALL BE PROVDED FOR EACH CRCUT. THE METER AREA SHALL HAVE A SEALABLE, LOCKABLE, RANTGHT COVER THAT CAN BE REMOVED WTHOUT THE USE OF TOOLS. 2. SERVCE EQUPMENT ENCLOSURES SHALL BE FACTORY WRED AND CONFORM TO NEMA STANDARDS. 3. THE DEAD FRONT PANELS ON SERVCE EQUPMENT ENCLOSURES SHALL HAVE A CONTNUOUS STANLESS STEEL PANO HNGE. THE PANEL N FRONT OF THE BREAKERS St-JALL BE SECURED WTH CAPTVE SCREWS; THE LOWER PANEL SHALL BE SECURED WTH A LATCH OR CAPTVE SCREWS. 4. THE EXTEROR DOOR SHALL HAVE PROVSONS FOR PADLOCKNG WTH A CTY-FURNSHED LOCK. THE PADLOCK HOLE SHALL BE A MNMUM DAMETER OF 7/16 NCH. 5. FASTENERS ON THE EXTEROR OF THE ENCLOSURE SHALL BE VANDAL-RESSTANT AND SHALL NOT BE REMOVABLE FROM FROM THE EXTEROR. ALL SCREWS, NUTS, BOLTS AND WASHERS SHALL BE STANLESS STEEL 6. TERMNAL LUGS SHALL BE COPPER OR TN-PLATED ALUMNUM. SOLD NEUTRAL TERMNAL STRP SHALL BE RATED FOR 200 AMPERES AND FOR USE WTH COPPER CONDUCTORS. ALL TERMNALS SHALL BE COMPATBLE WTH COPPER CONDUCTORS TO SUT THE CONDUCTORS SHOWN ON THE PLAN. THE TERMNALS SHALL NCLUDE BUT ARE NOT LMTED TO: A) NCOMNG TERMNALS (LANDNG LUGS). B) NEUTRAL LUGS. C) SOLD NEUTRAL TERMNAL STRP. D) TERMNAL STRPS FOR CONDUCTORS WTHN THE ENCLOSURE. 7. ALL CONTROL WRNG SHALL BE 600-VOLT NO. 14 STRANDED MACHNE TOOL WRE. WHERE SUBJECT TO FLEXNG, 19 STRAND WRE SHALL BE USED. 8. ALL MAN BUSSNG NCLUDNG PG&E LANDNG LUGS SHALL BE RATED FOR 200 AMPERES UNLESS SHOWN OTHERWSE ON DRAWNGS AND FOR USE WTH COPPER CONDUCTORS. 9. A PLASTC LAMNATED WRNG DAGRAM SHALL BE PROVDED WTH BRASS MOUNTNG EYELETS AND ATACHED TO THE NSDE OF THE ENCLOSURE OR THE WRNG DAGRAM SHALL BE MOUNTED TO THE NTEROR OF THE DOOR WTH AN UL OR ETL APPROVED METHOD. 10. AN ENGRAVED PHENOLC NAMEPLATE ON THE DEAD FRONT PANEL NDCATNG THE FUNCTON OF EACH CRCUT WTHN THE ENCLOSURE SHALL BE NSTALLED WTH STANLESS STEEL, RVETS OR STANLESS STEEL SCREWS: A) ADJACENT TO THE BREAKER OR DEVCE. CHARACTER SZE SHALL BE A MNMUM OF 1/8 NCH. B) AT TOP OF THE EXTEROR DOOR PANEL NDCATNG SYSTEM NO., VOLTAGE LEVEL, AND NUMBER OF PHASES. CHARACTER SZE SHALL BE A MNMUM OF 3/16 NCH. 11. THE PLAN SHOWS THE APPROXMATE LOCATON OF DEVCES WTHN THE ENCLOSURE. COMPONENTS MAY BE REARRANGED. HOWEVER, THE "WORKNG" CLEARANCES WTHN THE ENCLOSURE SHALL BE MANTANED. 12. N UNPAVED AREAS A RASED PCC PAD 24" X 3 1/2" X WDTH OF FOUNDATON SHALL BE PLACED N FRONT OF NEW SERVCE NSTALLATON. PAD SHALL BE SET TO ELEVATON OF FOUNDATON UNLESS SHOWN OTHERWSE. 13. NTERNAL BUSSNG, WHERE SHOWN, S TYPCAL ONLY. ALTERNATVE DESGNS OF PROPOSED SERVCE EQUPMENT ENCLOSURES SHALL BE SUBMTTED TO THE ENGNEER FOR APPROVAL 14. CRCUT BREAKERS MAY BE MOUNTED N THE VERTCAL POSTON ONLY. 15. ON TYPE AF SERVCE EQUPMENT ENCLOSURES, THE METER VEWNG WNDOWS SHALL BE LOCATED ON THE FRONT SDE OF THE SERVCE EQUPMENT ENCLOSURE. 16. F SERVCE CABNET TYPE ll AF S TO BE NSTALLED N THE DOWNTOWN AREA (AS DETERMNED BY THE ENGNEER), A TMER SHALL BE NSTALLED N THE SERVCE CABNET TO CONTROL THE STREETLGHT TMNG AND OTHER TEMS THAT MAY BE DEEMED NECESSARY BY THE ENGNEER. CTY OF R.R. L.P. AUGUST 2013 DRAWN BY SERVCE EQUPMENT TYPE ll AF NOTES ACAD ALE NAME : H: \SlDPLNS\2013 Updote\1S-17-3.dwg TS-17-3 SHT 3 OF 4

57 ALL CORNERS SEAM WELDED AND GROUND SMOOTH READNG COVER, 3/16" THCK POL YCARBONATE PLASTC WNDOW SERVCE TERMNATON OR METER SERVCE l MAN BREAKERS CRCUT BREAKER MOUNTNG FRAME TEST SWTCH REMOVABLE COVER FOR UTLTY COMPANY PANO HNGE FOR OUTER DOOR AND DEAD FRONT PANEL GROUNDED CONDUCTOR TERMNAL BLOCK UTLTY AREA GROUNDNG LUG NEUTRAL CONDUCTOR! TERMNAL BLOCK~LRL.:-;;~--J+.::::::::-* 3-1/2"<'"'""""..,..,..,.,..,.~":':'1 ~ x :::.-:.-, - SERVCE CONDUT TO PG&E BRANCH AND LGHTNG CONTROL CRCUT BREAKERS EXTEROR DOOR LATCH NTEROR DOOR LATCH STREETLGHT CONTACTORS MOUNTNG -h-;11!----rl PANEL 2" MN TYP BOTH SDES 1 "MN - 2"MAX FNSHED GRADE FOUNDATON, MN?\ DAYS ~ \_ CONCRETE LOAD CONDUT 2" MN PER UEC DEAD FRONT PANEL STREETLGHT CONTACTORS 24" ANCHOR BOLTS 5/8"~& X 18"L X 4" OFFSET ~ (4 REQURED) FOUNDATON SHALL EXTEND 2'' MNMUM BEYOND EDGE OF ENCLOSURE ' /8" DA COPPER-CLAD X 10' ----' FRONT VEW LONG GROUND ROD GROUNDNG ELECTRODE (NSTALLED N SDE VEW LOAD SECTON OF CABNET) CTY OF R.R. L.P. AUGUST 2013 NGNEER DRAWN BY SERVCE EQUPMENT TYPE ll AF (DETALS) ACAD FLE NAME : H: \SlDPLNS\2013 Updole\TS-17-4.dwg TS-17-4 SHT 4 OF 4

58 FOUNDATON SEE DETAL A, BELOW REMOVABLE BASE COVER 0 5'-0" L 2'-6"-j r- SNGLEARM ELEVATON 1/2"-13 NC HEAVY SQ NUT OR EQUVALENT TAPPED BAR WELDED TO NSDE OF POLE (TE GROUND WRE AROUND NUT) FOUNDATON SEE DETAL A, BELOW 7'-2" _L 2'-6" -1 r- DOU8LEARM ELEVATON DEPTH 4-1"X36"X4" GALVANZED ANCHOR BOLTS r-- 8 SEE NOTE 1 ON SHEET 2 2" PVC TO PULLBOX #6 BARE SOLD COPPER GROUND WRE COLED AT BOTTOM OF BASE 2" CLR #4 0@ 6" OR #4 6" - PTCH WTH 1' -6" LAP AT SPLCE AND 135' TERMNATONS [ 3" CLR CAST -N-PLACE CONCRETE, MN DAYS DETAL A CAST-N-DRLLED HOLE PLE FOUNDATON RENFORCED PLE REF: CAL TRANS TYPE 15/15D SECTiqN 8-8 RENFORCEMENT BAR LAYOUT NOTE: VERFY DEPENDENT DMENSONS FOR THOSE POLES TO BE NSTALLED ON EXSTNG FOUNDATONS BEFORE FABRCATNG THE POLES. R.R. L.P. DRAWN BY AUGUST 2013 CTY OF ACJJ nle NAME : H: \SlDPLNS\2013 Updale\TS-18-1.dwg CTY STREET LGHTS TS-18-1 SHT 1 OF 2

59 GENERAL NOTES: 1. SERVCE TO BE UNDERGROUND AS SHOWN ON THE PLANS. CONDUT SHALL BE 2" SCHEDULE 40 PVC, WTH BUSHNGS REQURED AT ENDS. BENDS SHALL HAVE 12" MNMUM RADUS. A BARE #8 AWG GROUND WRE SHALL BE PROVDED N ALL CONDUTS. CONDUT SHALL BE NSTALLED WTH 30" OF COVER N CONCRETE SDEWALK AREAS AND CURBED MEDAN AREAS AND 30" BELOW FNSHED GRADE ELSEWHERE. 2. A #3-1 /2 PULLBOX SHALL BE NSTALLED WTHN 5 FEET OF EACH POLE UNLESS OTHERWSE NOTED. LDS SHALL BE GRAY COLORED PLASTC AND MARKED "STREET LGHTNG". SERVCE PONT PULLBOX SHALL MEET PG&E GREEN BOOK REQUREMENTS. 3. BASE SHALL BE CAST N PLACE CONCRETE, 5 SACK MX 3/4" AGGREGATE (2500 PS MN). 4. POLE SHALL BE AMERON A286, OR A288 28'-6" POLE HEGHT. A288 ONLY TO BE USED ON ROADWAYS WHERE THE LGHTNG COVERS 3 OR MORE LANES. LUMNARE ARM (SNGLE OR DOUBLE ARM) /2" FOUNDATON BOLT CRCLE (OR EQUAL). PRMED AND PANTED AS SPECFED. PANT, F SPECFED, SHALL BE POLYESTER COAT GREEN COLOR NO.RAL6005. THE CTY WLL PROVDE A CHP SAMPLE OF THE PANT COLOR TO MATCH. N RETURN, SUBMT A METAL CHP SAMPLE (2"X2" MNMUM SZE) FOR APPROVAL. 5. LUMNARE SHALL BE AN OPTON OF GENERAL ELECTRC M400A2 POWR/DOOR DERES M4AR, OR EQUAL, WTH NTEGRAL PHOTOELECTRC CONTROL, PREWRED MAGNETC (LAG- TYPE) REGULATOR BALLAST, GLASS REFRACTOR WTH ES TYPE M-S-111 DSTRBUTON. LAMP SHALL BE HGH PRESSURE SODUM VAPOR OF THE WATAGE SPECFED ON THE PLANS. BALLAST FOR LAMPS OF 200 WATS OR GREATER SHALL BE CAPABLE OF MULTVOLT OPERATON. MAY NCORPORATE NAVON ROADWAY LED OR BETA LEDWAY. 6. WHENEVER POSSBLE, NEW LGHTS SHOULD BE CONNECTED TO EXSTNG CTY OWNED CRCUTS, WTH THE EXSTNG CRCUT UPGRADED AS NECESSARY TO CARRY THE ADDTONAL LOAD. NEW CRCUTS SHALL BE UNMETERED 240 VOLT, NSTALLED WTH A TYPE 111-AF STANLESS STEEL SERVCE ENCLOSURE, FUNSHED WTH A TEST SWTCH, MERCURY CONTACTOR AND REMOTE PHOTOCELL LOCATED ON THE NEAREST ELECTROLER. LUMNARES ON REMOTE CONTROLLED CRCUTS SHALL BE NSTALLED WTH SHORTNG CAPS. 7. PG&E SERVCE ASSGNMENT LS-2A TO BE USED FOR NEW NSTALLATONS, COMMERCAL LOCATONS AND AREAS WTH TYPE ll SERVCE AVALABLE. OTHERWSE LS-1C TO BE USED. FOR FOUNDATON (SEE TS-18-1) REF: AMERON SPECS SNGLE/DBL ARM CALTRANS TYPE 15/15D CTY OF ACNJ nle NAME : H:\STOPLNS\2013 Update\1S-18-2.dw\j R.R. L.P. AUGUST 2013 DRAWN BY CTY STREET LGHTS (NOTES) TS-18-2 SHT 2 OF 2

60 40" TACOMA FNAL CAST ALUMNUM PANT: GREEN ~~-- LOCK WASHERS TOP & BOTTOM TO PREVENT LOOSENNG FROM K124 ACRYLC GLOBE TACOMA RNG & STRUTS CAST ALUMNUM PANT: GREEN GLOBE BASE CAST ALUMNUM POLE ADAPTER K12 CAPTAL CAST ALUMNUM PANT: GREEN ~ QUCK DSCONNECT / C/W PGTAL@ ~ K12 CAPTAL CAST ALUMNUM 3-1/2" O.D. X 3-1/2" L TENON. 14' NOM (DSGN Y1 & Y2)!iQill;_ WHERE POSSBLE PHOTO CELL TO BE NSTALLED N CABNET 20A 125V DUPLEX RECEPTACLE NEMA 5-20R WTH WEATHERPROOF "N USE" COVER CARLON #E9UVC OR EQUAL. (2) 3/4" BLND HALF 180' WTH HEX SOCKET PPE PLUG. 11 GA. (.1196") 16 FLUTE TAPERED STEEL MONOTUBE 11F-6.84" X 4.88" X 14' (DESGN Y1 & Y2) CATALOGUE NO.: GLOBE MAT'L: ES CLASSFC.: WATTAGE: LGHT SOURCE: LNE VOLTAGE: POLE ADAPTOR: OPTONS: SPECFCATONS: K124-EAR--150-HPS-120 /240 K12- TRS ACRYLC TYPE 150W (555) LAMP ONLY HGH PRESSURE SODUM HGH POWER FACTOR 120/240 MULTVOLT SET TO 240V K12 TRS- TACOMA RNGS & STRUTS BALLAST TO ACCEPT AN S55 LAMP ONLY. BALLAST TO BE MAGNETC REGULATOR BY ADVANCED BALLAST, PART # 71A PHOTO BUTTON CELL CD PBC - REF: STRESSCRETE GROUP KNG LUMNRE NOTES: 1. LAMP BY OTHERS 2. WET PROCESS POLYESTER COATNG ON CAST ALUMNUM S CONSDERED SUPEROR TO DRY (POWDER COAT) 3. 10A FUSE SHALL BE NSTALLED N PULL BOX ADJACENT TO STREET LGHT POLE PER STATE STANDARD PANT-ALL METAL COMPONENTS OF THE STREET LGHT SHALL BE PANTED (FOR PANT TYPE, SEE NOTE 4 ON TS-18-2). ALTERATON TO SUPPLER'S DRAWNG CD DELETED PHOTO ADDED QUCK DSCONNECT C/W PGTAL ADDED LOCK WASHER TOP AND BOTTOM TO PREVENT LOOSENNG FROM VBRATON. J 3-1/2" PROJECTON 1-1/4" GROUT -j o 1-11" SQ. 180' 270' ~ BLND HALF COUPLNG ~ DUPLEX RECEPTACLE ~-- ~ HANDHOLE o H 1-3-1/2" O.D. STREET SDE@ 0% TOP VEW ORENTATON CONTRACTOR MUST GROUT UNDER BASE PLATE 3.. T e 3" x 5" OPENNG curved W HANDHOLE FRAM WTH 1/2"-13 GRD LUG & CONTNUOUS WELDED NTO TUBE. (COVER NCLUDED) 1" THK. X 11" SQ. BASE PLATE (4) 1" DA. X 36" X 4" ANCHOR BOLTS ( 3-1/2" PROJ.) ON AN 11" B.C. (7-3/4" CTRS.) CTY OF ACJJ Fll.E NAME : H: \STDPLNS\2013 Updale\1S-1!H.dwg TS-19-1 SHT 1 OF 2

61 GUTER PULL BOX NO. 3-1/2 FOR STREET LGHTNG SDEWALK (SEE CC-1 AND CC-6) CONC FOOTNG SEE DETAL BELOW l 2'' CONDUT TO OTHER PULL BOX LGHTNG STANDARDS (TYP) POLE!NE;_ POSTON OF PULL BOX N RELATON TO LGHT POLE SHALL BE ADJUSTED N THE FELD BASED ON.L1r---"...!...::2,..---l-----lu-...J EXSTNG CONDTONS. VARES 6' TO 10' VARES PULL BOX AND POLE BASE LAYOUT PLAN WHERE SDEWALK WDTH S EQUAL OR GREATER THAN 6' N. T.S. LEss lhan a a - -- VARES -1 PULL BOX AND POLE BASE LAYOUT PLAN WHERE SDEWALK WDTH S LESS THAN 6' N. T.S. TE GROUND WRE TO ANCHOR BOLT & WASHER _L ~ >i...--=±-:::=-1 f-c:i=~ CONCRETE SDEWALK AT POLE BASE NOTES: 1. DECORATVE LGHT POLE BASES SHALL BE PROVDED AT THE SOLE COST OF DEVELOPER OR CONTRACTOR, WTH THE AUTHORZATON OF THE CTY. 2. CONDUT SHALL BE NSTALLED WTH 30" OF COVER. 3. FOR STREET LGHT POLE DETALS, REFER TO TS FESTOONS AS REQ'D BY CTY ENGNEER 20 AMP BREAKER, 12 AWG WRE MN. 3"X6" PLAQUE TO BE APPLED LGHT POLE BASE AUGUST 2013 CTY OF ACAD FLE NAME : H: \SlDPLNS\2013 Updote\lS-19-2.dwg TS-19-2 SHT 2 OF 2

62 / CENTERLNE OF PARKNG TEE 3'-6" ~ FACE OF CURB SENSOR LOCATON '-6" TYP:: 20' FOR ENO SPACE - 24' FOR MOD~ACE 8' 4" ~4"~12"~ ~ 12" -14 ~ 12"... DRECTON OF TRAFFC 1. ALL PARKNG TEES MUST BE WHTE THERMOPLASTC. -r- 2.5" ~ 13.5"1 D 2. SENSORS TO BE NSTALLED PER MANUFACTURES SPECFCATONS. CROSS SECTON SENSOR CRCULAR CUT DMENSONS R.C. AUGUST 2013 C T Y '0 F ACAD ALE NAME : H: \SlDPLNS\2013 Updote\1S-20.dwg ON-STREET PARKNG, SPACE TS-20 SHT 1 OF 1

63 DRECTON OF TRAVEL - SEE NOTE 7 ~~ Ml~ SEE NOTE 5 r SA MARKNG AT CENTER REAR LMTS OF STALL, (SEE TS-22) 4" BLUE LNE i' BOARDER REGULAR PARKNG SPACE CURB RAMP SEE NOTE 4 CONVENTONAL SEE NOTE 9 REGULAR 4" WHTE LNE CURB 7 DAGONALS AT 3' MAX CENTERS.~r--~=========== SEE NOTE 6 5 MN BLUE PANTED CURB l SDEWALK SA PARKNG SGN SEE NOTE 11 l.. 2'' 12" l fpa:ement MARKN~ f SEE NOTE 7 SA MARKNG AT CENTER 1- SEE NOTE 5-1 DRECTON OF TRAVEL - REAR LMTS OF STALL, ~ t ' -~. (SEE DETAL A OF TS-22) (l;.o REGULAR ~ SEE NOTE 5 PARKNG SPACE NO PARKNG AS REQURED BLUE PANTED CURB,.6 \_ SA PARKNG SGN SEE NOTE 11 SGN R99 (CA) S~ER~g~ <;A> PLAQUE R99B (CA) SGN R99 (CA) WTH PLAQUE R99B (CA) SEE NOTE 3 RESTRCTED RGHT OF WAY WDTH ON-STREET PARKNG (PARALLEL PARKNG) (SEE NOTE 10)!iQill;_ 1. PARKNG SPACES SHALL BE SO LOCATED THAT PERSONS WTH DSABLTES ARE NOT COMPELLED TO WHEEL OR WALK BEHND PARKED CARS OTHER THAN THER OWN. 2. SURFACE SLOPES OF ACCESSBLE ON-STREET PARKNG SPACES SHALL BE THE MNMUM FEASBLE. 3. WHERE PLAQUE R99B (CA) OR SGN R99C (CA) ARE NSTALLED, THE BOTOM OF THE SGN OR PLAQUE PANEL SHALL BE A MNMUM OF 7'-0" ABOVE THE SURROUNDNG SURFACE. 4. CURB RAMPS SHALL CONFORM TO THE DETALS SHOWN ON (CC-7). 5. ACCESSBLE ON-STREET PARKNG SPACES SHALL NOT BE LESS THAN 22'-0" N LENGTH AND NOT LESS THAN 8'-0" N WDTH. 6. ALL MARKNGS SHALL BE PANT, THERMOPLASTC S NOT TO BE USED. 7. THE WORDS "NO PARKNG" PAVEMENT MARKNGS S TO BE USED FOR PARKNG FACLTES. THE WORDS "NO PARKNG" SHALL BE PANTED N WHTE LETERS, NO LESS THAN 1'-0" HGH, ON A CONTRASTNG BACKGROUND AND LOCATED SO THAT T S VSBLE TO TRAFFC ENFORCEMENT OFFCALS. 8. THERE SHALL BE NO OBSTRUCTONS ON THE SDEWALK ADJACENT TO AND FOR THE FULL LENGTH OF THE PARKNG SPACE, EXCEPT FOR THE SA PARKNG SGN SHOWN. 9. THE CONVENTONAL DETAL SHOULD BE THE PRMARY CHOCE OF ACCESSBLE ON-STREET PARKNG. HOWEVER, F THE SDEWALK LACKS ADEQUATE SPACE TO CONSTRUCT A STANDARD CURB RAMP, THE RESTRCTED RGHT OF WAY DETAL SHOULD BE USED. 10. F THE RESTRCTED RGHT OF WAY WDTH DETAL S SELECTED AND T CONFLCTS WTH A BUS STOP OR OTHER USES, THS DETAL MAY APPLY TO THE OTHER END OF THE BLOCK. 11. ACCESSBLE PARKNG ONLY SGN SHALL BE SGN R99C (CA) OR SGN R99 (CA) WTH PLAQUE R99B (CA). REF: CA STANDARD PLANS 2010 A90B CTY OF ACAD ALE NAME : H: \SlOPLNS\2013 Updote\lS-21.dwg R.R. L.P. AUGUST 2013 ENGNEER DRAWN BY ACCESSBLE PARKNG ON-STREET TS-21 SHT 1 OF 1

64 SA PARKNG SGN, (SEE NOTES 2 AND 13 ON SHEET TS-22-3 (SEE NOTE 3 ON SHEET TS-22-3) (TYP) CURB RAMP, (SEE NOTE 7 ON SHEET TS-22-3) RETANNG CURB F NECESSARY *SEE SHEET TS-22-3 FOR NOTES 4" WHTE LNE SA MARKNG AT REAR LMT OF STALL, SEE DETAL A, SHEET TS " WHTE LNE DAGONALS AT 3'-0" MAX CENTERS, (SEE NOTE 8 ON SHEET TS-22-3) (TYP) 4" WHTE LNE REGULAR NON-ACCESSBLE PARKNG STALL 4" BLUE LNE BORDERS 5' MN FOR REGULAR ACCESSBLE PARKNG STALL 8' MN FOR VAN ACCESSBLE PARKNG STALL (SEE NOTES 2, 11 AND 12 ON SHEET TS-22-3) SNGLE PARKNG STALL SDEWALK SA PARKNG SGN, {SEE NOTES 2 AND 13 ON SHEET TS-22-3) 4" WHTE.~LiT.N~E=rr±:::::::JC:::=;iii;===±==rr=r= DAGONALS AT 3' MAX CENTERS, (SEE NOTE 8 ON SHEET TS-22-3) SA MARKNG AT REAR LMT OF STALL, SEE DETAL A SEE NOTE 3 ON SHEET TS-22-3) 18 (TYP)..u...:~--tt-'~ (TYP) MN 4" BLUE LNE BORDERS SEE NOTE 9,!!L...-~~-tllllll_,. TS ' MN.. 9' MN ' MN BETWEEN REGULAR ACCESSBLE PARKNG STALLS 8' MN TO THE RGHT OF EACH VAN ACCESSBLE PARKNG STALL (SEE NOTES 2 AND 12 ON SHEET TS-22-3) DOUBLE PARKNG STALL 4" WHTE LNE 4" WHTE LNE DAGONALS AT 3' MAX CENTERS, (SEE NOTE 8 ON SHEET TS-22-3) (TYP) )' SA MARKNG AT -- REAR LMTS OF STALL, SEE DETAL A CTY OF R.R. L.P. AUGUST 2013 DRAWN BY ACCESSBLE PARKNG OFF-STREET (DETALS) ACAD FLE NAME : H: \STDPLNS\2013 Update\TS-22-.dwg TS-22-1 SHT 1 OF 3

65 TOTAL NUMBER OF PARKNG SPACES OR STALLS MNMUM NUMBER OF DSABLED ACCESSBLE PARKNG SPACES OR STALLS PERCENT OF TOTAL GREATER THAN PLUS 1 FOR EACH 100 OR FRACTON THEREOF OVER 1001 TABLE A SGN R7-8b (SEE NOTES 2 AND 6 ON SHEET 2) SA MARKNG SEE CAL TRANS REVSED STD PLAN RSP A24C DETAL A UNAUlHORZED VEHCLES PARKED N DESGN A TED ACCESSBLE SPACES NOT DSPLAYNG DSllNGUSHNG PLACARDS OR SPECAL UCENSE PLATES SSUED FOR PERSONS WllH DSABUllES WLL BE TOWED AWAY AT lhe OWNER'S EXPENSE TOWED VEHCLES MAY BE RECLAMED AT (nsert Address) OR BY TELEPHONNG (nsert Telephone Number) SGN R1008 (CA) (SEE NOTE 10 ON SHEET 2)... ~ ::... :::.. :: :.:::.::::::::::::::::.:::::::::::::::: ;;c_~- ~w~ '' w SGN R99 (CA)... = =~~~ :.. ~ --~----- : ~=~:::.~ SGN R99C (CA) SEE NOTE CTY OF ACNJ nle NAME : H: \STDPLNS\2013 Update\ TS-22-2.dwg R.R. AUGUST 2013 ACCESSBLE PARKNG OFF-STREET (SGNAGE) TS-22-2 SHT 2 OF 3

66 ~~ GENERAL NOTES: 1. ACCESSBLE PARKNG SPACES SERVNG A PARTCULAR BULDNG SHALL BE LOCATED ON THE SHORTEST ACCESSBLE ROUTE OF TRAVEL FROM ADJACENT PARKNG TO AN ACCESSBLE ENTRANCE. N PARKNG FACLTES THAT DO NOT SERVE A PARTCULAR BULDNG, ACCESSBLE PARKNG SHALL BE LOCATED ON THE SHORTEST ACCESSBLE ROUTE OF TRAVEL TO AN ACCESSBLE PEDESTRAN ENTRANCE OF THE PARKNG FACLTY. 2. ONE N EVERY EGHT ACCESSBLE OFF-STREET PARKNG STALLS, BUT NOT LESS THAN ONE, SHALL BE SERVED BY AN ACCESSBLE ASLE OF 8'-0" MNMUM WDTH AND SHALL BE SGNED VAN ACCESSBLE. THE R7-8B SGN SHALL BE MOUNTED BELOW THE R99B (CA) PLAQUE OR THE R99C (CA) SGN. 3. N EACH PARKNG STALL, A CURB OR BUMPER SHALL BE PROVDED AND LOCATED TO PREVENT ENCROACHMENT OF VEHCLES OVER THE REQURED WDTH OF WALKWAYS. PARKNG STALLS SHALL BE SO LOCATED THAT PERSONS WTH DSABLTES ARE NOT COMPELLED TO WHEEL OR WALK BEHND PARKED CARS OTHER THAN THER OWN. 4. SURFACE SLOPES OF ACCESSBLE OFF-STREET PARKNG STALLS SHALL BE THE MNMUM POSSBLE AND SHALL NOT EXCEED 2 PERCENT N ANY DRECTON. 5. TABLE A SHALL BE USED TO DETERMNE THE REQURED NUMBER OF ACCESSBLE PARKNG STALLS N ANY PARKNG LOT OR GARAGE. 6. WHERE PLAQUE R99B (CA), SGN R99C (CA) OR SGN R7-8B ARE NSTALLED, THE BOTOM OF THE PLAQUE SHALL BE A MNMUM OF 7'-0" ABOVE THE SURROUNDNG SURFACE. 7. CURB RAMPS SHALL CONFORM TO THE DETALS Sl;lOWN ON CC-7, EXCEPT THAT THE DETECTABLE WARNNG SURFACE SHALL ONLY APPLY WHERE THE CURB RAMP S PROVDED FOR A PEDESTRAN TO CROSS A VEHCULAR WAY. 8. ALL MARKNGS SHALL BE PANT, THERMOPLASTC S NOT TO BE USED. 9. THE WORDS "NO PARKNG" SHALL BE PANTED N WHTE LETERS NO LESS THAN 1'-0" HGH AND LOCATED SO THAT T S VSBLE TO TRAFFC ENFORCEMENT OFFCALS. SEE TS-21 FOR DETALS OF THE "NO PARKNG" PAVEMENT MARKNG. 10. A R100B (CA) SGN SHALL BE POSTED N A CONSPCUOUS PLACE AT EACH ENTRANCE TO OFF-STREET PARKNG FACLTES OR MMELY ADJACENT TO AND VSBLE FROM EACH STALL. THE SGN SHALL NCLUDE THE ADDRESS WHERE THE TOWED VEHCLE MAY BE RECLAMED AT, AND THE TELEPHONE NUMBER OF THE LOCAL TRAFFC LAW ENFORCEMENT AGENCY. 11. WHERE A SNGLE (NON-VAN) ACCESSBLE PARKNG SPACE S PROVDED, THE LOADNG AND UNLOADNG ACCESS ASLE SHALL BE ON THE PASSENGER SDE OF THE VEHCLE AS THE VEHCLE S GONG FORWARD NTO THE PARKNG SPACE. 12. WHERE VAN ACCESSBLE PARKNG SPACE S PROVDED, THE LOADNG AND UNLOADNG ACCESS ASLE SHALL BE 8'-0" WDE MNMUM, AND SHALL BE ON THE PASSENGER SDE OF THE VEHCLE AS THE VEHCLE S GONG FORWARD NTO THE PARKNG SPACE. 13. ACCESSBLE PARKNG ONLY SGN SHALL BE SGN R99C ( CA) OR SGN R99 ( CA) WTH PLAQUE R99B ( CA). CTY OF R.R. L.P. AUGUST 2013 DRAWN BY ACCESSBLE PARKNG OFF-STREET (NOTES) ACAD FLE NAME : H: \SlDP.NS\2013 Update\lS-22-3.dwg TS-22-3 SHT 3 OF 3

67 12" ~ 12" ~ 95% MNMUM 3' MNMUM SAW CUT BOTH EDGES N EXSTNG STREET AFTER EXCAVATON DEEP LFT ASPHALT (SEE BELOW) CLEAN NATVE BACKFLL 90% RELATVE COMPACTON (MNMUM) 90% MNMUM AGGREGATE BASE CLASS 2 RELATVE COMPACTON O.D./10 (4" MN) AS SPECFED BY THE UTLTY COMPANY OR AGGREGATE BASE 90% RELATVE COMPACTON EXSTNG AND FUTURE PAVED AREAS AS SPECFED BY THE UTLTY COMPANY OR AGGREGATE BASE. 90% RELATVE COMPACTON NON ROADWAY AREAS DEEP LFT ASPHALT SECTONS MNMUM REQUREMENTS: RESDENTAL - 5" RESDENTAL COLLECTORS - 8" COLLECTORS - 10" ARTERALS - 12" MQ.E;_ YGNACO VALLEY ROAD - 13" 1. TRENCH WDTH AND PPE BEDDNG FOR HOPE OR PVC PPE SHALL BE APPROVED BY THE PUBLC SERVCES DRECTOR OR THER DESGNEE. 2. PAVNG SHALL CONFORM TO CALTRANS STANDARD SPECFCATONS, SECTON SLURRY CEMENT BACKFLL (2-SACK LEAN MX) MAY BE PLACED AS ALTERNATVE TO CLASS 2 AB PER CAL TRANS STD SPECS. 4. MAX TRENCH WDTH S PPE O.D. PLUS 6" ON ETHER SDE. CTY OF ACNJ flle NAME : H: \SlDPLNS\2013 Update\M5-1.dwg R.C. AUGUST 2013 TRENCH BACKFLL AND RESURFACNG MS-1 SHT 1 OF 1

68 24" DA CONCRETE JACKET CAST RON COVER NOT SHOWN BULDNG PAPER MEMBRANE PLAN CONCRETE CORE WTH STANDARD CTY OF BRASS CAP SET N MN DAYS CONCRETE. / CAST RON TRAFFC COVER --:-'--- -tl 2" HMA SECTON BRASS CAP " DA l 8" 3" 41" MN 2'-6" MN SECTON A-A ~ /4" CAST RON BASE & COVER D&L FOUNDARY MODEL K-6016 OR APPROVED EQUAL tiqes;_ 1. CAST RON COVER SHALL HAVE THE WORDS "CTY MONUMENT" N RASED LETTERS. 2. CENTER PUNCH HOLES N BRASS CAPS SHALL BE PLACED BY A LCENSED LAND SURVEYOR OR REGSTERED ENGNEER. THE REGSTRATON NO. OF THE ENGNEER OR SURVEYOR SHALL BE STAMPED ON THE CAP. CTY OF ACNJ nle NAME : H: \SlDPLNS\2013 Updote\MS-2.dwg R.C. AUGUST 2013 STANDARD STREET MONUMENT MS-2 SHT 1 OF 1

69 VARES (TYP) BLACK CORDED RUBBER TREE STRAPS (2 PER STAKE). NAL TO EACH SDE OF STAKE N FGURE EGHT WTH 1 n GAL V ROOFNG NALS (TES SHALL ALLOW FOR 1" MOVEMENT EACH SDE). 7' (24n BOX & LARGER) (2) 3"16 X 12' LENGTH FOR BOX TREE LODGE POLE PNE TREE STAKES. SET STAKES PLUMB N AREAS WHERE CURB OR SDEWALK EXST, SET STAKES PARALLEL TO THESE MPROVEMENTS. TOP OF ROOT BALL 1" -2'' ABOVE FNSHED GRADE. DO NOT OVER-EXCAVATE BOTTOM OF PLANTNG HOLE, SCARFY ONLY. 0 Q STAKE SECTON A-A ROOT-BALL tiqill;_ 1. PROVDE A SX-NCH MNMUM CLEARANCE BETWEEN THE STAKE AND TREE BRANCHES. 2. DRLL THE TREE STAKE FRMLY N GROUND, CLEAR FROM THE TREE ROOTBALL ZONE. CTY OF ACAO FLE NAME : H: \SlDPlNS\2013 Update\MS-3.dwg R.C. L.P. AUGUST 2013 DRAWN BY TREE PLANTNG N LANDSCAPE AREA MS-3 SHT 1 OF 1

70 1--- TREE POLE (SEE STANDARD PLANS MS-4-2). TOP OF ROOT BALL 1 "-2" ABOVE FNSHED GRADE. TREE GRATE AND FRAME (SEE STANDARD PLANS MS-5 & MS-6) FNSHED GRADE SDEWALK ' ' '' :. f-'-'-~..:...;...;j..:...:...<.-<:::::,... ~~'-'-'-''-'-'-''-"-1... ;;;~ ;;,~~~ ;:... ',' : ' ;<;;~;:~ :.;,.... )> ;;;?l "...;,.-, i' <.., ~'.:.....''::.~:/ <~'1,f--+-t'.,..~--- DG WDTH OF PLANTNG HOLE TWCE THE ~l(:;: ;;:. : i.'<'<y:;;<;;;.,;;;,,j~!~{~~~~:;~~*~~~~1~~ 01 DO NOT OVER-EXCAVATE BOTOM OF PLANTNG HOLE, SCARFY ONLY. R.C. L.P. AUGUST 2013 DRAWN BY CTY OF ACAD nle NAME : H: \STDPlNS\2013 Updote\t.S-4-l.dwg TREE PLANTNG N SDEWALK AREA MS-4-1 SHT 1 OF 2

71 CURB GRATE POLE GRATE POLE PLATE BOLT TO TREE GRATE GRATE POLE r A T-BAR ROD HEGHT AS REQURED SET MN 1" DA METAL POLES PARALLEL TO CURB UV RESSTANT VNYL STRAP FOLD AND SECURE AS SHOWN. SECTON A-A GRATE POLE PLATE. ALGN PLATE HOLES WTH GRATE HOLES STREET TREE GRATE AND POLE SUPPORT TREE GRATE MQill;_ 1. GRATE POLE SYSTEM. NSTALL PER MANUFACTURER'S SPECFCATONS, AVALABLE THROUGH DECORATON FOR GENERATONS ( ALL FASTENERS SHALL BE GALVANZED. 3. ALL POLES SHALL BE PANTED WTH FOREST GREEN COLOR. CTY OF ACAD nle NAME : H: \STDPLNS\2013 Update\MS-4-2.dwg R.C. L.P. AUGUST 2013 DRAWN BY TREE PLANTNG N SDEWALK AREA MS-4-2 SHT 2 OF 2

72 TREE GRATE DETAL (, <7 ~,,!l... NEW SDEWALK SDEWALK.<.),, ~~0~~ ~'~" %;~~3: ~~ ~!l ~~~~~~~~.:'\ ~!!;~~~ ~ ~ ~\\\~ <;Y 24" %;~~~~~~ <\. f(((((((((/1~1,/ ~ ~\\\\\\\\\\\\\ 1/4" 1-1)2" \J " 1-16" DA ~ r- jj[ j[_ 1/2" ::j ~~ ~ ''' 4 1-1/8" HALF PLAN AND SECTON <7 <}, \ <) 1. TREE GRATE N THE SDEWALKS 10 FEET OR GREATER N WDTH SHALL BE NEENAH CAST RON GRATES R SQUARE 48"x48". 2. THE FOLLOWNG MAY BE USED ONLY F APPROVED BY ENGNEER. R SQUARE 30"x30" R-8704-A 180 SQUARE 36"x36" R SQUARE 60"x60" R SQUARE 72"x72" 3. FOR RETROFT USE R SQUARE 52"x52" 4. ALL GRATES MUST HAVE 1/4" MAXMUM SLOT OPENNGS FOR SPECAL PEDESTRAN REQUREMENTS. GRATES WTH SLOT OPENNGS GREATER THAN 1/4" WLL NOT BE USED. CTY OF ACAD RLE NAME : H:\SlDPLNS\2013 Update\MS-5-l.dwg R.C. TREE GRATE DETAL AUGUST 2013 MS-5-1 SHT 1 OF 2

73 - -A--1 1 \ T n / c:=: / / \ \ ' '..., ' r SEE DETAL A \ \ ::::::::l _... / B c:=: ::::::::l v ll TREE GRATE FRAME DETAL ll \ TWO ANCHOR S PER SDE. EVENLY SPACED (TYP). WELD BOLT TO STEEL ANGLE FRAME (TYP) TREE GRATE TYP A 8 36" SQUARE 36-3/4" 36-3/4" 48" SQUARE 48-3/4" 48-3/4" 60" SQUARE 60-3/4" 60-3/4" 72" SQUARE 72-3/4" 72-3/4" DMENSONS ARE O.D. OF FRAME 1-3/4"X1-3/4"X3/16" STEEL ANGLE FRAME DETAL A 3/8" HEX HEAD BOLT FOR ANCHOR N CONCRETE 4" STEEL FRAMES FOR 1-1/2'' TREE GRATES R.C. L.P. DRAWN BY AUGUST 2013 CTY OF ACAO FLE NAME : H: \SlDPLNS\2013 Update \MS-5-2.dwg TREE GRATE DETAL MS-5-2 SHT 2 OF 2

74 NEW CONCRETE BAND CAST FRAME N PLACE /l <1 /l <J Ll SAWCUT EXSTNG CONCRETE TREE WELL FRAME PER CTY --t MS-5-2 EXSTNG SDEWALK!J EXSTNG SDEWALK BACK' 1 0F Ct!RB --F-ACE OF CURB \_, --- GUTTER LP \, ATTACH WEDGE OR SLEEVE CONCRETE ANCHORS TO FRAME AND DOWEL NTO EXSTNG CURB PLAN VEW EXSTNG SDEWALK SURFACE tiqe;_ ADJACENT SDEWALK FLAGS MAY NEED TO BE REMOVED TO ACCOMMO NEW GRATE. 6" NEW CONCRETE BAND (DOWEL TO EXSTNG SDEWALK PER CC-5) COMPACTED AGGREGATE BASE SECTON A-A CTY OF ACAD ALE NAME : H: \SlDPLNS\2013 Updale\MS-6.dvf9 R.C. L.P. AUGUST 2013 TREE GRATE FRAME NSTALLATON N EXSTNG SDEWALK MS-6 SHT 1 OF 1

75 "L" - "X" - "H" - H N FEET N FEET N FEET RUN RSE~ X ~L&,-"' /\r-l-l X PARABOLC CURVE SLOPE ROUNDNG TABLE ~ 1. MODFCATONS MAY BE PERMTTED OR REQURED BY THE PUBLC SERVCES DRECTOR WHEN SUCH MODFCATONS PRODUCE A MORE VSUALLY PLEASNG SLOPE OR FOR THE PRESERVATON OF THE NATURAL ENVRONMENT. 2. THE DMENSON "H" SHALL BE ROUNDED UP TO THE NEAREST WHOLE NUMBER N DERVNG "L". 3. THE DMENSON "X" SHALL BE AS NECESSARY TO PRODUCE A SMOOTH PARABOLC CURVE. 4. SLOPE ROUNDNG FOR SLOPES FLATTER THAN 3 TO 1 SHALL BE AS APPROVED BY THE CTY ENGNEER. 5. WHEN PROPERTY LNE S AT THE TOP OR BOTOM OF SLOPE, L = 2.0 FEET FOR ALL HEGHTS. H L (FOR VAROUS SLOPES s = 1.5:1 s = 2:1 s = 3: ' ' CUT AND FLL SLOPES '\.~( J ~ J R.C. 'APP CTY ~EER L.P. AUGUST 2013 DRAWN BY CTY OF ACNJ FLE NAME : H: \SlDPLNS\2013 Update\MS-7-l.d'"J SLOPE ROUNDNG DETALS MS-7-1 SHT 1 OF 2

76 V VARES.~ 2' MN ~ _,...-:4 /-:: VARES / CUT 2' MN /_ '( 0 PROPOSED OR ---7 EXSTNG SLOPE (TYPCAL) PROPOSED OR ---7 EXSTNG SLOPE (TYPCAL) THE LMTS Ot SLOPE ROUNDNG ARE TO BE AS NECESSARY TO BLEND THE PROPOSED SLOPES TOGETHER OR TO BLEND THE SLOPE, N A NATURAL APPEARANCE WTH THE EXSTNG GROUND, YET TO PRESERVE OTHER NATURAL FEATURES, SUCH AS TREES. NTERSECT OF VARABLE SLOPES CTY OF ACAD Rlf NAME : H: \STDPLNS\2013 Updote\MS-7-2.dwg R.C. L.P. AUGUST 2013 DRAWN BY SLOPE ROUNDNG DETALS RE~SON DESCRPTON MS-7-2 SHT 2 OF 2 L _

77 CURB AND GUTTER (SEE CTY STANDARD SET PAVERS TO BE FLUSH WTH CURB 2" DA DRAN HOLE 4' O.C. LOCATED AT LOWEST ELEVATON FLLED WTH PEA GRAVEL PA VESTONE "UN-DECOR" NTERLOCKNG PAY STONES OR APPROVED EQUVALENT WTH 1 /8" JONTS. NSTALL PER SPECS. PLANS DETAL CC-1) ~----~;~~~~~1~"~S-A~ND--LE_VE_L~N~G-B-E~D~~-D-R-Y~Jv01-NT~SA~N~~==~==- J~~6i\i~6~ ON SHEET MS-8-2 AND NOTE 4 ON THS h"+~'"--i--'~~:.,...;.:.,...;...:...:..;.;...:.:.--:;,.;...;.;..;.;.-:.,...;...:...:~:.,...;...-..r-:.-r... ~...:...- SHEET). 9~~ co~~a~~ed f ' SUBGRADE ra / GUTTER LP 2" COMPACTED AGGREGATE BASE SECTON A-A HERRNGBONE PATTERN 3" CONCRETE BASE PAVERS PATTERN DETAL NTERLOCKNG PAVER STONE NSTALLATON NOTES: 1. EXCAVATE UNSUTABLE, UNSTABLE OR UNCONSOLD SUBGRADE MATERAL AND COMPACT THE AREA WHCH HAS BEEN CLEARED. 2. PLACE 3 NCH OF CONCRETE OVER 2 NCH OF COMPACTED AGGREGATE BASE. 3. PLACE BEDDNG COURSE OF WASHED CONCRETE SAND CONFORMNG TO THE GRADNG REQUREMENTS OF ASTM C33 TO A UNFORM DEPTH OF 1 NCH SCREEDED TO THE GRADE AND PROFLE REQURED. 4. 6" CONCRETE COLLAR TO BE PROVDED WHERE EXSTNG BULDNG FACE OR FOUNDATON S NSUFFCENT TO PROVDE EDGE RESTRANT. (SEE SECTON B ON SHEET MS-8-2). 5. WHERE REQURED, CUT PAVERS WTH AN APPROVED CUTTER TO FT ACCURATELY, NEATLY AND WTHOUT DAMAGED EDGES. 6. TAMP PAVERS WTH A PLATE COMPACTOR, UNFORMLY LEVEL, TRUE TO GRADE AND FREE OF MOVEMENT. 7. PAVER SEALENT SHALL BE REQURED AND APPLED PER SPECFCATON. 8. ALL UTLTY BOXES SHALL BE SET N CONCRETE COLLAR AS SHOWN ON SHEET MS PAVERS TO BE OAKS BLEND, RED AND CHARCOAL N COLORS. PERCENTAGES OF COLORS USED AT EACH LOCATON SHALL BE DETERMNED PER CTY APPROVAL. R.C. L.P. DRAWN BY AUGUST 2013 CTY OF ACAD FLE NAME : H:\SlDPLNS\2013 Update\t.tS-8-l.dwg SDEWALK PAVERS MS-8-1 SHT 1 OF 3

78 CURB PAVER AGANST TREE GRATES TREE GRATE AND FRAME TO BE SET N CONCRETE COLLAR 1/4" RAD (TYP) 6" CONCRETE COLLAR TO BE FLUSH WTH PAVERS " ',. '.. 1" SAND LEVELNG BED,,. SECTON B-B " CONCRETE BASE #4 RE AR 1. CONCRETE COLLARS SHALL BE MN DAYS WTH 3/4" AGGREGATE A D 1 LB OF LAMP BLACK PER CY UNLESS COLORED CONCRETE S REQURED BY CTY ENGNEER. F REQURED, A SAMP E COLOR CONCRETE SUBMTTAL 1 WL BE REQURED PROR TO CONSTRUCTON. 2. CONCRETE COLLAR TO BE 6" DEEP UNLESS OBSTRUCTED BY EXSTNG TREE ROOTS. COLLAR DEPTH SHALL BE ADJUSTED SUBJECT TO APPROVAL OF CTY ENGNEER AND CTY ARBORST. CONTRACTOR SHALL CONTACT CTY ARBORST TO NSPECT TRE AND ROOTS PROR TO WORK AT EACH STREET TREE LOCATON. CTY OF ACAD FLE NAME : H: \SlOP.NS\2013 Updote\MS-8-2.dwg R.C. SDEWALK PAVERS AUGUST 2013 MS-8-2 SHT 2 OF 3

79 COLLAR TO FOLLOW VAULT OUTLNNG (TYP) r TYPCAL CONCRETE COLLAR EDGE (SEE SECTON C-C) ' (l._,_... J...l! 1 PAVNG STONES ~ (., i ' ~ L{ TYPCAL UTLTY BOX (TYPE & SZE VARY) c L c _j PROVDE DEEP SCORE AT ALL CORNERS AND 5' MNMUM TYPCAL UTLTY BOX COLLAR DETAL NOT TO SCALE PROVDE DEEP SCORE AT ALL CORNERS AND 5'-0" MN. 4" CONCRETE COLLAR TO BE FLUSH WTH PAVERS ' PA~NG STONE (SEE SH ET MS-8-1) UTLTY BOX.F--+t-- 3" CONCRETE BASE 12'' COMPACTED AGGREGATE BASE SECTON C-C CONCRETE COLLAR AT UTLTY BOXES i R.C. L.P. DRAWN BY AUGUST 2013 CTY OF ACAO ALE NAME : H: \STOPLNS\2013 Update\M5-B-3.dwg SDEWALK PAVERS MS-8-3 SHT 3 OF 3

80 CONCRETE COLLAR (TYP) ROADWAY EDGE --.,.~,_(TYP) CROSSWALK PAVERS (TYP) TRAFFC RATED (80MM) NTERLOCKNG PAVER STONE PLAN CONCRETE COLLAR 12" WDE DEPTH VARES (TYP) 2'' DA DRAN HOLE 4' \ OC LOCATED AT LOWEST ELEVATON FLLED WTH. PEA GRAVEL 1" SAND LEVELNG BED PAVESTONE "UN-DECOR" NTERLOCKNG PAV STONES OR APPROVED EQUVALENT WTH 1/8" JONTS (SEE NOTES FOR NSTALLATON). REFER TO DETAL BELOW FOR PAVERS PATTERN r-:-~~-----' --1-J~=:::t_ DRY JONT : ~~ SAND (TYP) #4 18" OC BOTH DRECTONS COMPACTED SOL SUBGRADE (95%) SECTON A-A CONCRE E BASE 9" THCK 12" CONCRETE COLLAR ERRNGBONE PATTERN NSTALLATON NOTES: 1. EXCAVATE UNSUTABLE, UNSTABLE OR UNCONSOLD SUBGRADE MATERAL AND COMPACT THE AREA WHCH HAS t--::.--.:~7'""'"'.-~...-r,...~'""'7'"'~"""'7"-v-,..,.,--t BEEN CLEARED. 2. PLACE BEDDNG COURSE OF WASHED CONCRETE SAND CONFORMNG TO THE GRADNG REQUREMENTS OF ASTM C33 TO A UNFORM DEPTH OF 1 NCH, SCREEDED TO THE GRADE AND PROFLE REQURED. 3. WHERE REQURED, CUT PAVERS WTH AN APPROVED CUTTER TO FT ACCURATELY, NEATLY AND WTHOUT DAMAGED EDGES. 4. TAMP PAVERS WTH A PLATE COMPACTOR, UNFORMLY LEVEL, TRUE TO GRADE AND!FREE OF MOVEMENT. 5. PAVER SEALANT SHALL BE REQURED AND APPLED PER SPECFCATON, PLATE PAVERS FOR 48 HRS MN AFTER SEALANT APPLCATON, PAVERS SEALANT TO BE APPROVED BY ENGNEERNG PROR TO APPLCATON. 6. PAVERS TO BE OAK BLEND, RED AND CHARCOAL N COLORS. PERCENTAGE OF COLORS USED AT EACH LOCATON SHALL BE DETERMNED PER CTY APPROVAL. 7. CONCRETE COLLAR SHALL BE MN DAYS WTH 3/4" AGGREGATE AND 1 LB OF LAMP BLACK PER CY UNLESS COLORED CONCRETE S REQURED BY ENGNEER. F REQURED, A SAMPLE COLOR CONCRETE SUBMTTAL WLL BE REQURED PROR TO CONSTRUCTON. 8. CONCRETE BAND SHALL BE CONSTRUCTED MONOLTHCALLY WTH CONCRETE BASE. 9. CONCRETE COLLAR AND BASE SHALL HAVE WEAKENED PLANE JONTS PER CC PROVDE #4 REBAR, 15" LENGTH DOWEL WHENEVER NEW CONCRETE S TO BE POURED AGANST EXSTNG CONCRETE. CTY OF ACAD FLE NAME ; H: \STDPLNS\2013 Updole\M5-9.dwg R.C. L.P. AUGUST 2013 DRAWN BY ROADWAY CROSSWALK PAVERS MS-9 SHT 1 OF 1

81 w Weakened plane k d 1 F-~~~:T7]-~-~if joint Scoremork See No t e 1 3' - 0" 2'- 8'' 4 ' -0 " SECTON Of" 3' -8" TYPE "A" OPENNG SECTON B-B SECTON A-A ON MANHOLE BASE REFER TO STANDARD PLAN CD31i OR CD32i NO SCALE GRATE NOT SHOWN NO SCALE NOTES: pipe SDE WEEPHOLE DETAL 1. See Note 4 Cans trution j oin ts ore optional where shown, other locations or e sub j ect at the approv al of the Public Wor ks Deportment. Key diimensions ~ 4 " X 1Yz", 2. When dimension "H" exceeds 6', use a manhole base with a type "A" inlet top. Weakened plane See Note 5 Mox ~,~.. Mox Match Exist cur b ~ 3. Cons tr uction j oints shown are permi tted when top protion o f inlet is to be cons tructed monolithically wi th curb and sidewalk, in which case t he following shall apply: ~ A. Concrete above cons t r uction j oint shall be Closs 3 (505 lbs. PCC per cubic yard). B. Concrete below cons truction joint shall be Closs 2 (5 90 lbs. PCC per cubic yard>. C. Concrete joint shall be located at pavement subgrode. When inlet is cons tructed os a single uni t, all concrete shall be Closs Weephole elevation varies depending o n the depth of the ad joining pavement section. t shall be at, or slightly below, the pavem en t sectio n subgr ade elevation wi th a minimum depth of 15" below the curb inle t flowline. The side weephole detail shall be used at all " sump locations. Edge drains or side weephole detail at other loca tions may be requir ed as shown on the cons tr uc t io n plans or by t he Pub lic Wo r ks Depar t men t. See Standard Plan CD08i f or edge drain de t ails. Wher e the side weephole detail or edge d rains ore not requir ed, t hese weepholes sha ll conform t o the f r ont weep ho le de t ails shown on this plan. Q> 5. See St an dard Plan CA70i for weake ned plane joint detail. l STEP DETAL See Note 6 Weakened plane o r construction joint 6. Step sh all be steel reinforced polypropylene plastic, Santo Rosa Cos t Pr oducts Co. Dwg. No. PS2~PF or equivalen t. Steps to be cost in place or pr ess fitted into provided holes as per m anu facturer. nstall step s with lowest r ung 12" maximum above t he floor and highes t r ung not more than 6" below top of inlet. The spacing be t ween steps shall not exceed 16 " and shall be uniform throughout the length o f the wall. Place steps in t he wall withou t on opening. St eps shall not be install ed on bock wall. No s t eps required where dis tance from f loor o f inle t to top o f grate is 4 ' or less. <@ 7. All inlet s shal!hove on " o nti ~p ollut ion " plastic marker attac hed to the inlet as dire cted by the nspector or Resident Engineer. The mar ker shall be applied using the appropria te adhesives. PCC surfaces shall be mechanically cleaned just prior to attaching t he marker. The mark er and adhesive may be f ur nished by the Public Works Depor tment. check your permit conditions or contract Special Provis'fio::;n "'s"' PLAN NO SCALE GRATE NO T SHOWN.. --t~10 " <~~ ~ ; p DETAL FOR STEEP CURB SLOPE COUNTY OF CONTRA COSTA PUBLC WORKS DEPARTMENT MARTNEZ. CAUFORNA STANDARD PLAN Super sedes St andard Plan CD20 P.W. dated Revised Details & No tes HH Conc r et e Spec. Revisio n HH TYPE "A" NLET SCALE: NO SCALE : 4-08 NO. CD20i