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Home My WebLink About2918-7r GRASS/LANDSCAPING LIGHT PALE P LIGHT POLE i.0 FT. R/Ir1i .3 FT "IN. � 0.5 FT. 1.0 FT. i MIN. i MIN. MIN- 1 1 GRASS/LANDSCAPING CURS AND GUTTER CURB AND GUTTER AC PAVEMENT AC PAVEMENT LANDSCAPING. ADJACENT TO CURB SIDEWALK ADJACENT TO CURB INSTALL 618 FT. MAST ARM (SEE TABLE) INSTALL B FT. MAST ARM CASE i CASE 2 LEGEND FOR S'T'REET LIGHT PLANS GRASSILANDSCAPING - }- INDICATES 5800 LUMEN HPSV STREET LIGHT LiGHT POLE (70 WATT; #7) 26 FT. LUMINAIRE HEIGHT. n I R!W INDICATES FUTURE 5800 LUMEN HPSV smET LIGHT (70 WATT: #7) 25 FT. LUMINAIRE.HEIGHT. i -- FT. 4.0 . MIN. 1 0 INDICATES 9500 LUMEN. HPSV STREET LIGHT MIN. I (100 WATT; X10) 25 FT. LUMINAIRE HEIGHT. I OINDICATES FUTURE 9500 LUMEN HPSV STREET CURB AND GUTTER `J LIGHT (IPO WATT; #10) 25 FT. LUMINAIRE HEIGHT. Q INDICATES 16000 LUNEN HPSV STREET LIGHT (I 5D WAIF; #15) 30 FT, LUMINAIRE HEIGHT. INDICATES FUTURE 16000 LUMEN HPSV STREET L.J FUTURE (150 WATT; #15) 30 FT. LUMINAIRE W=IGHT. AC PAVEMENT INDICATES 32000 LUMEN HPSV STREET UGHT SIDEWALK ADJACENT TO CURS (200 WATT; #20) 30 FT. LUMINAIRE HEIGHT. INSTALL 618 FT. MAST ARM (SEE TABLE) QINDICATES FUTURE STREET LJGHT LOCATION CASE 3 (22000 LUMEN HPSV; 200 WATT; #20) 0 INDICATES 27500 LUMEN HPSV STREET LIGHT (250 WATT; -W) MOUNTED ON TRAFFIC SIGNAL POLE. GENERAL NOTES FOR STREET LIGHT PLANS I. ORNAMENTAL STREET LIGHT POLES SHALL. BE MARBLELITE OR APPROVED EQUAL. 2. THE LUMINAIRE SHALL CONSIST OF COBRA HEAD CUT -DOFF LENS ON A 6 FT OR 8 FT MAST ARM. 15 FT MAST ARM REQUIRED FOR STREET LIGHTS -ON TRAFFIC SIGNAL POLE INSTALLATIONS. .3. ANY CHANGE IN LOCATION OF STREET LIGHTS FROM THE APPROVED PLANS iS SUBJECT TO APPROVAL BY THE CITY ENGINEER, 4. SIDEWALK WIDTHS TO BE PER APPROVED STREET IMPROVEMENT PLANS. A MINIMUM OF 4 FEET UNOBSTRUCTED SIDEWALK CLEARANCE REQUIRED BEHIND STREET LIGHT POLE. QROFESSlO, ! aPP D sY: CITY OF FONTANA W, Fycy q CITY ENGINEER DA'L'E No. 25126 ROBERT W. WEDDLE STREET LIGHTS EXP. 12131101 * E.F.S. clviL DRAWN BY: �l9t OF CAL1IQQ�\! REVISION NUMBER: STD. PLAN NO.1016 ISHTI OF2 50' MIN, 60' OR 110' SEE NOTE i 50' MIN. A�--10'. TYP. SPACING w' EPS w -- --- FL - r- R=6�5�pMIN. � � SEE NOTE 4 BUS STOP --� TRANSITION TO SEE NOTE 5 ASIGN cl SIDEWALK6" OR 8' CURB FACE (BY OTHERS) *- z 0 10' MIN. B' MIN. 4' R'1 A 1' MiN. MIN. 38" / �z% .'.. LIMIT OF ;.• -''s- :• 4" P-C.C. SIDEWALK CONSTRUCTION &" 'aR $" R P CITY S 0. PLAN FOR CURB AND GUTTER EXPANSION JOINT FILLER 6" MIN. 95% COMPACTED CRUSHED AGGREGATE BASE OVER :1Z" MiN. 95%. COMPACTED NATIVE SUBGRADE 1/4" TOOL RADIUS 8" PCC 560-C=-32501 WITH 6x6 J6 WWF RONFORCEMENT SECTION A A EXPANSION J0114I i/4 TOTAL DEPTH, 1/4" TOOL RADIUS ~FAR SIDE -� r w� .- 10• . LOCATION WEMMED PLANE JOINT NOTES. TYPICAL BUS BAY LQCATIDN 1_ LENGTH OF STORAGE DETERMINED 'BY SINGLE OR DOUBLE BUS STOP AS SPECIFIED BY SERVING BUS COMPANY AND APPROVED BY THE CITY ENGINEER. 2. f BENCH/SHELTER IS PROPOSED, 4 FEET MINIMUM OF .SIDEWALK CLEARANCE IS REQUIRED. 3. FAR SIDE BUS BAY LOCATION IS PREFERRED, PER ABOVE DETAIL. 4. ADDITIONAL STREET LIGHTING .MAY BE REQUIRED. AS DETERMINED BY THE 'CITY ENGINEER. 5. CONSTRUCT EXPANSION JOINTS (EJ) AND WEAKENED PLANE JOINTS (WPJ) PER ABOVE DETAIL, OR AS DIRECTED BY THE CiTY ENGINEER. ggOFLSSIpy�� APPRO D BY: CiTY OF FONTANA aU � CRY ENGINEER DATE BUS BAY ROBERT W. WEDDLE �1 EXP. 12%31/01. ERIC LPNIS WAIL DRAWN BY: ._ OF CA�1E REVISION NUMBER; -___ S70. PLAN NO, 1U14 SPIT. 1 OF 1 Underground Service Alert 4P gEFooE Call: TOLL FREE 1-800 � 422-4133 TWO WORKING DAYS BEFORE YOU DIG �- RSG/,�j� . -7 .rys to mm. w. 0 vX m m In V1 a 94 m PWANWOM d d STAGGERED SPACING PER TABLE SPACING (a) PREFERRED LOCATION LUMINAIRE LUMINAIRE MOUNTING HEIGHT STREET CLASSIFICATION w _-- �U 0� O �`� Off' t w , x .J PC 40 p 0 Owl z z0 0 cUjX az i Dist re�. M/'• U r . U V� 200 F'l't - 300 FT. 100 FT. - 150 FTs 100 FT. MAXIMUM FOR COMMERCIAL ZONES CASE I IN PARKWAY FOR PARKWAY SIDEWALK. CASE 2 BEHIND SIDEWALK FOR CURB ADJACENT SIDEWALK. CASE 3 WITHIN SIDEWALK FOR FULL WID.T'H SIDEWALK. 9500.LUMEN 5800 LUMEN 9500 1600.0 .. 22000 LUMEN HPSV HPSV LLMC'! LUMEN HPSV 100 WATT #10 70.WATT #7 HPSV 450 HPSV 150 200 WATT 420 WATT #'I 0 WATT #'I 5 27 FT. 27 FT, 25 FT. 25 FT. 27 FT. 30 FT. 30 FT. 30 FT. � Riser 3ofety cage •••••• •.ee• ••••e• ••••• •••••• •••••• •••••• •••••• •••••• 9 DraTnoge inlet CASE'!: IN PARKWAY FOR PARKWAY SIDEWALK4 SFT. Q FT. & I=T', SFT. 8 FT. $ FT. 8 FT. SFT. • , ` oaken or .asphdt sacked burlap CL a c CSP stip joint (See Note 3) MAST ASM ILENGTH CASi�: BEHItiIi SIi�EWf�LK I D in$I _ RCP sllp joint -(See Note 3) 150 mm Alin- --� r Grout �] Use epoxy resin adhesive plan or the sidewalk shall be ramped down as sho■n In - (State Speciflootion 8040-21U-08) FOR CURB ADJ. SIDEWALK. 8 FT, 8 F`T, 8 FT. 8 FT. 6 FT. 8 FT. 8 FT, 8 FT. t` ^I See Note _I X O c_ x to - CASE 3: WITHIN SIDEWALK FOR FULL WIDTH SIDEWALK. 8 FT. 6 FT. 6 FL 6 FT. 6 FT. 8 FT. 8 FT. 8 FT. zm 0m x ce parallel, but the minimum width of the ramp shall be 1.22 n. x a Mnx _ -4 "TI 1, LIGHTING LAYOUT SHALL COMMENCE AT STREET INTERSECTIONS. STREET LIGHT SPACING SETWEEN =I c See Note a x aa. r O INTERSECTIONS SHALL BE AS SPECIFIED IN THE ABOVE TABLE AND LOCATED AT THE PROLONGATION OF o� I PROPERTY LINES. STREET LIGHT LAYOUTS SHALL BE REVIEWED FOR. CONFLICTS WITH OTHER UTILITIES. Typical warntnD surf r ae rap (See Note 9) 10Z Max at curb 10% Ma n (CATCH BASINS, FIRE HYDRANTS, TRANSFORMERS, MAIL BOXES, ETC.) TJX► z 2. AT SIGNALIZED INTERSECTIONS STREET LIGHT'S SMALL CONSIST OF. 250 WATT HPSV (#25) MOUN'T'ED > ON A 15 FT. MAST ARM. A or CASE G 9. Curb ramps that have a ramp slope Flatter than 6.67% the "° p shall hav¢ o detectable warningsurface that extends Full the ramp 600 nn minimum length, Similar 3. IN RURAL OR UNDEVELOPED AREAS, LIGHTING REQUIREMENT.# SHALL BE AS APPROVED BY THE CiTY N See Note 4 width of and Case D. Detectable Yarning Surfaces, ENGINEER. to that shown on at CSP RISER FOR DRAINAGE INLET Riser 3ofety cage •••••• •.ee• ••••e• ••••• •••••• •••••• •••••• •••••• •••••• 9 DraTnoge inlet Drainage Inlet (See note it (See Note 0 - - _�- CSP riser +• .300 mm min 300 mm min Packing of sultede moterlal. o , ` oaken or .asphdt sacked burlap CL a c CSP stip joint (See Note 3) 150 mm Uln- Watertight weld CSP RISER FOR DRAINAGE INLET CSP RISER FOR DRAINAGE INLET NOTES 1, Structure at top of riser moy be any standard drainage inlet or pipe Inlet 2. Galvanizing, See Standard Specifications or Speclal Provision. 3. Diameter of slip joint to be 7S mm greater than diameter of riser. 100 mm Max centers _-- Ix 0 m, PLAN '10 Bars throughout with wolded joints Lug stop ` Nj so ELEVATION RISER SAFETY CAGE DETAIL STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DRAINAGE INLET RISER CONNECTIONS NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN r 124 I t lu. max a,; c 8.337 Ma Crosswalk See Note B I.22 m 107 Max at curb 2% Max Mln Retaining curb IF necessn nt 1.33 n ; of sideialk edge uro « ,-Riser sofety cage •••••• •.ee• ••••e• ••••• •••••• •••••• •••••• •••••• •••••• 9 DraTnoge inlet C (See note it - CASE C ---CSP riser +� 300 mm min E� than 1.8 n wide i �.--- Packing of suitable materlal. Se e Note 2 oakum or asphdt soaked burlap the side■alk may be depressed longitudinally ns in Case B I D in$I _ RCP sllp joint -(See Note 3) 150 mm Alin- --� r Grout 1.22 �� Use epoxy resin adhesive plan or the sidewalk shall be ramped down as sho■n In - (State Speciflootion 8040-21U-08) �� for bonding 30p jolnf pipe to Cast CM on Standard Plan A88B. RCP Cross &cTn cross drain CSP RISER FOR DRAINAGE INLET NOTES 1, Structure at top of riser moy be any standard drainage inlet or pipe Inlet 2. Galvanizing, See Standard Specifications or Speclal Provision. 3. Diameter of slip joint to be 7S mm greater than diameter of riser. 100 mm Max centers _-- Ix 0 m, PLAN '10 Bars throughout with wolded joints Lug stop ` Nj so ELEVATION RISER SAFETY CAGE DETAIL STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION DRAINAGE INLET RISER CONNECTIONS NO SCALE ALL DIMENSIONS ARE IN MILLIMETERS UNLESS OTHERWISE SHOWN r 124 I t lu. max a,; c 8.337 Ma Crosswalk See Note B I.22 m 107 Max at curb 2% Max Mln Retaining curb IF necessn nt 1.33 n ; of sideialk edge uro « 8.3 x •••••• •.ee• ••••e• ••••• •••••• •••••• •••••• •••••• •••••• 9 8.33% Max rpstac / July 1. 1499 Front M.Iis ARia•L Un ee Note 9 edge of t7m• tams e/ cog "As w u+./ry1Sw...... s I dawn lk Rw°"'Yr„•�` y af-"4"'•d..�..Pf.. of IhY w.c pb- Plantin area 1 11 77 1.22 m 600 mm Mtn I• - -600 nn Min IOX Mn 1 1,22 n q� S at curb ee Note 9 8.33% Max C See Notr 9 or NOTES CASE C CASE F 1. If distance From curb to back of sidewalk Is too short Planting are 9 1 22 n Min Use when sidewalk is less than 1.8 n wide to accommodate ramp and 1.22 m platForn ns in Case A 0.0 n or greater Se e Note 2 See Note 4 the side■alk may be depressed longitudinally ns in Case B or C or any be widened as in Case D. Crosswalk CASE A 2. If sidewalk Is less than 1.8 n wide, the full ■Idth of the sidewalkewalkshall be depressed as shown to Cnse C on this See Note 9 1.22 �� plan or the sidewalk shall be ramped down as sho■n In �� - z Cast CM on Standard Plan A88B. A or B qw a �I c side. 3. When ramp Is located in center of curb return, crosswalk t` ^I See Note commodat must be sintlor to that shown for Case E Retnlnln curb iF 4 ^ necessary at edge �of sidewalk c_ x to - tona to accommodate wheelchairs. 4. For Cases F and G. the longitudinal portion of the sidewalk V-1 9 may need to be depressed as shown In Case B. See Note ° 5.iF located on a curve the sides of the ramp need not be If 33y a x ce parallel, but the minimum width of the ramp shall be 1.22 n. x a Mnx _ .,... ..... front edge of a = 6.Transitions Fran ramps to walks, gutters, or streets shall =I c See Note a x aa. •�••�e��• sidewalk _ m be flush and Free of abrupt changes. N ].Sidewalk and ramp thickness, "T ", shall be 90 nm minimum. Typical warntnD surf r ae rap (See Note 9) 10Z Max at curb 10% Ma n B.The ramp shall have a 300 mm wide border with 6 nm at curb See Note 9 grooves approximately 20 nm an center. See grooving detail. iOX loz r�i A or CASE G 9. Curb ramps that have a ramp slope Flatter than 6.67% the "° CASE D shall hav¢ o detectable warningsurface that extends Full the ramp 600 nn minimum length, Similar curb m = Front edge of See Note 4 width of and Case D. Detectable Yarning Surfaces, sidewalk to that shown on at the option of the Contractor, shall be contructed by �gi�pp'� Fill cast -In-place or stoped method, or consist of a prefabricated A or See Note 9 n See Note 8surface. �T O o O The prefabricated surFace shall conform to the the requirements in the Special Provisions. 0 0 0 1OVhen detectable warning sur Face is not required on a fi curb ramp, the concrete finish of the ramp and its Flared CASE B cels sides shal l have a transverse broomed surface texture �tft �0 �0,& t rougher than the surrounding sidewalk. See Note 9 N i Ramp side slope varies unifornly from a maximum of 10% Top of ramp 22 n M n + o RAISED TRUNCATED at curb to conform with longitudinal sidewalk slope Rounded _.i. Plantl c J '22 ^ b DOME PATTERN adjacent to top of the ramp, except in Case C. 2X Mnx area 3 12Utlllty pull boxes, manholes, vaults and all other utility T, 8.337 Mox Facilities within the boundaries of the curb ramp will be SECTION A -A IOX Max at curb T relocatedor adjusted to grade by the owner prior to, r in conjunction with, curb ramp construction. ooincon l3Maxlmun slopes of adjoining gutters, the road surface Top of ramp Retaining curb Crosswalk I medlately adjacent to the curb rap and continuous m Min If necessary passaget2thecurb rF amp shall not exceed 5 percent Round¢ CASE E l2a the op or bottom of the curb ramp. RAISED TRUNCATED DOME 14 g'tby the Division of the State mect toi ls approved 8.337 Mnx 2X Mnx DETECTABLE WARNING SURFACE Architect rMarch B � 6 SECTION B -B Approximately 20 n See Note 9 Depress entire sidewalk ns required -.I I.--6 L- Limit of pay STATE Of CALIFORNIA + Removal and replacemen DEPARTMENT of TRANSPORTATION Retaining curb iF necessary , , . 6 •..► • . at contractor's optlon . unless other.ise shown Rounded I CURB RAMP DETAILS on project plans Ox GROOVING DETAIL 7 NO SCALE 2% SECTION C -CAL DIMENSIONS ARE IN Existing curb and sidewalk MILLIMETERS UNLESS OTHERWISE SHOWNA 8 8 A TIG r/G Plana for Mcd14w Wah .5a Ddaw load -,%Mfa= Pld-,mf, road --"fa= 5WAfek3 Aavw Pea Gland c+om 4" pin M&4 hed. Y DETAIL A NOT TO SCALE FUR ILLUSTRATIVE PURPOSES ONLY GaeFloded ae,rb 7djc or Parse rkwaldperPiaw. ardspcc--% NOTES 1. Roc;K 503, WiU:S -E Sr%C,aFlm SHALL BE: MAX. 12- TO MIN. 6 YWTH ONE SIDE FLAT. 4. W12 MIN OF COBBLE .MjCMM SHALL BE EYBEM IN 4' PFA NEL CONCRIEWE BED. 3. ALL SPACES BEiWEEN STONES BE FlLLED WITH CLASS 'b' . � PART TD 2 ND 1 PAR7S SA, 2000 Psi DRY PAcK is &LOwEl. FILL URL -SWWALK Iw2/3 ASpHALT AVEME rr go& OF ROCIL BE c� FRCU SVIAGE 4. A SAWU. IMT o0R O- FT- SHIALLCEEDI�IGBE A WW ByO QaOF ESS/ 7HE CITY WSPECIDIR PRFtEMNNM ROCK WORK. 5_ FIN& RE5 W POWnON OF ALL ROCKS SHALL BE APPROVED BY THE CITY lffEC7DR• Na 25126 6. ROCKS SHRL HE Slul=K ROUNDED, FREE OF OBJECTIONABLE EXP.12/31/97 DI5FIGURA710N5 AND IRON CONTENT AS APPROVED BY 7HE C11Y INSPECTOR. OV1L. 7. OONCRElE SHALL BE CLASS 520--D-2504 CONCRETE• 8. AFIER CONCRETE LKWAR HAS SET, M ORO BLAST OR ACID ETCH, AS DIRECIM BY THE CITY INSPECTOR. BRUSH ROCKS 70 RBIOVE CEMENT CDATING. • CITY OF FONTANA, _,,CALIFORNIA Drown By: N. childlsaa sl Checked By- P.B. T3.8. �E� TYPICAL MEDi '.. TREATMEN'i y DETAIL Approved 8y:� Engineer RCE 25126 GROUTED �a� 12-31-97 45 =� NOT TO SCALE - r - Date: 9iEET t OF 1 .. � • - lot ati ' PA, ' CIYI- OF Ci►L� FOR REDUCED PLANS ORIGINAL o 20 - SCALE IS IN MILLIMETERS i1NttK KA rjr FT. a C OS wi1-klbq. U .-