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Home My WebLink AboutTR 31920-25 SIP 19-164 TO 19-173t m n 0 0 r- rn V_ C) Lo N w r_ 0 n cr 0 Ln N Q G? N c^° 6 z J ry SCALENOT TO C"A'EaNERAL NOTEAm' E 2N' m G I Na" E ER' "' u9043" 071 C E 1. NOTE TO CONTRACTORS: THE EXISTENCE AND LOCATION OF ANY UNDERGROUND CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY ASPHALTIC CONCRETE UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING AVE SEARCH OF AVAILABLE RECORDS. APPROVAL OF THESE PLANS BY THE CITY SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY LOW POINT OF LAKE ELSINORE DOES NOT CONSTITUTE A REPRESENTATION AS TO THE CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. - THE CONTRACTOR MAX. ACCURACY OR COMPLETENESS OF THE LOCATION, NOR THE EXISTENCE OR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS FROM BEGIN CURB RETURN NON - EXISTENCE OF ANY UNDERGROUND UTILITY, PIPE OR STRUCTURES WITHIN ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE BLVD. THE LIMITS OF THE PROJECT. THE CONTRACTOR IS REQUIRED TO TAKE ALL OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE MIDDLE OF VERTICAL CURVE DUE PRECAUTIONARY MEASURES FOR THE PROTECTION OF ALL UTILITIES, PIPES NEGLIGENCE, OF THE OWNER OR ENGINEER. M.H. OR STRUCTURES, WHETHER SHOWN ON THESE PLANS OR NOT. ANY UTILITY CB CATCH BASIN DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE REPAIRED OR ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC CF REPLACED TO THE SATISFACTION OF THE GOVERNING AGENCY BY THE RECORDS, ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT, THE ON CURB CONTRACTOR AT HIS EXPENSE. OWNER, BY ACCEPTING THESE PLANS OR PROCEEDING WITH THE IMPROVEMENTS PTN. PORTION HEREON, AGREES TO ASSUME LIABILITY AND HOLD THE ENGINEER HARMLESS FOR 2. ALL WORK SHALL CONFORM TO CITY CODES AND STANDARD DRAWINGS, ANY DAMAGES RESULTING FROM THE EXISTENCE OF UNDERGROUND UTILITIES OR CSP STANDARD SPECIFICATIONS FOR PUBLIC WORKS (LATEST EDITION), AND STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS, OR THOSE POINT OF INTERSECTION STANDARD DRAWING OF THE COUNTY OF RIVERSIDE AND CITY OF LAKE CONSTRUCTED AT VARIANCE WITH REPORTED OR RECORDED LOCATION. THE PRC ELSINORE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BE FAMILIAR WITH CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE DRIVE THESE STANDARDS AND CODES AT ALL TIMES. UTILITIES OR STRUCTURES, SHOWN AND ANY OTHERS FOUND AT THE SITE. IT SHALL DW DOMESTIC WATER BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNERS OF ALL UTILITIES OR 3. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERS INSPECTOR 48 HOURS STRUCTURES CONCERNED BEFORE STARTING WORK. PW PRIOR TO BEGINNING ANY WORK. CALL FOR INSPECTION AT (951) 674- -3124 EC END CURVE EXT. 247 BETWEEN THE HOURS OF 9:00 A.M. TO 4:00 P.M. MONDAY THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE ECR THROUGH FRIDAY. FOR UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO ROUGH GRADE ELEV. /EL. THESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREEPARER OF 4. CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL IN ACCORDANCE WITH TIMES THESE PLANS. EDGE OF PAVEMENT CALTRANS TRAFFIC MANUAL AND W.A.T.C.H. MANUAL AT ALL DURING STORM DRAIN EVC CONSTRUCTION AS APPROVED BY CITY ENGINEER OR HIS REPRESENTATIVE. THE ENGINEER DOES NOT RECOMMEND OR ENDORSE THE USE OF ASBESTOS- CEMENT STREET LIGHT FAILURE TO DO SO SHALL REQUIRE IMMEDIATE WORK STOPPAGE. WATER PIPE OR ANY PRODUCTS CONTAINING ASBESTOS DUE TO THE HEALTH HAZARD SS SANITARY SEWER CONNECTED WITH SUCH PROJECTS. SPECIFICATION HEREON OF ANY SUCH PRODUCT 5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO HAVE A RESPONSIBLE IS AT THE DIRECTION OF THE JURISDICTIONAL AGENCY. CONTRACTOR SHALL ASSUME BB REPRESENTATIVE AT THE JOB SITE AT ALL TIMES DURING CONSTRUCTION. RESPONSIBILITY FOR ALL CONSTRUCTION, CONNECTION AND REMOVAL OF ASBESTOS RIGHT --OF -WAY H PRODUCTS AND SHALL FOLLOW ALL rOSHA & EPA GUIDELINES TO MINIMIZE HEALTH 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ARRANGE FOR THE HAZARDS. HOME OWNER'S ASSOCIATION NECESSARY RELOCATION OF ANY UTILITIES. CONTRACTOR SHALL NOTIFY ALL TOP OF CURB HP UTILITY COMPANIES INVOLVED AT LEAST 48 HOURS PRIOR TO BEGINNING QUANTITIES SHOWN HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. TYPICAL WORK. THE CONTRACTOR SHALL ALSO CONTACT UNDERGROUND SERVICE ALERT CONTRACTORS SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO VC U.S.A.) AT 1 --800- 227 -2600 AT LEAST 48 HOURS PRIOR TO BEGINNING BIDDING FOR CONSTRUCTION. WORK. WIDTH 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CLEARING OF THE x 123.5 EXISTING SPOT ELEVATION PROPOSED WORK AREA, AND RELOCATION AND COST OF ALL EXISTING UTILITIES. SUBDIVIDER MUST INFORM CITY OF LAKE ELSINORE OF CONSTRUCTION SCHEDULE PRIOR TO THE BEGINNING OF CONSTRUCTION. 8. ALL UNDERGROUND FACILITIES WITH LATERALS SHALL BE IN PLACE PRIOR TO PAVING THE STREET SECTION, INCLUDING BUT NOT LIMITED TO SEWER, WATER, TELEPHONE, ELECTRICITY, GAS, AND DRAINAGE FACILITIES. 9. ALL STREET SECTIONS ARE TENTATIVE. ADDITIONAL SOIL TESTS WILL BE TAKEN AFTER ROUGH GRADING TO DETERMINE THE EXACT SECTION REQUIRED. SECTION THICKNESS SHOWN ARE FOR BONDING PURPOSES ONLY. 10. ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES MUST BE POTHOLED AND ELEVATIONS VERIFIED PRIOR TO CONSTRUCTION. THE ENGINEER OF RECORD SHALL BE NOTIFIED OF ANY NECESSARY REVISIONS TO THE APPROVED PLANS. THE REVISIONS SHALL BE IN THE FORM OF "AS- BUILT" PLANS SUBMITTED TO THE CITY ENGINEER FOR APPROVAL PRIOR TO THE FINAL ACCEPTANCE OF THE PROJECT BY THE CITY ENGINEER. 11. ALL EXISTING MONUMENTATION DISTURBED OR DESTROYED DURING CONSTRUCTION SHALL BE REPLACED TO CITY STANDARDS AS APPROVED BY THE CITY ENGINEER. CENTERLINE TIES ARE TO BE FURNISHED TO THE CITY ENGINEER UPON COMPLETION OF THE PROJECT BEFORE ACCEPTANCE IS GRANTED. 12. AN ENCROACHMENT PERMIT SHALL BE REQUIRED FOR ALL CONSTRUCTION WORK DONE WITHIN PUBLIC RIGHTS --OF -WAY. BEFORE ISSUANCE OF SAID PERMIT, THE CONTRACTOR( DEVELOPER MUST PROVIDE THE CITY ENGINEER WITH A CERTIFICATE OF INSURANCE, REQUIRED BONDING FOR PUBLIC IMPROVEMENTS. THE ENCROACHMENT PERMIT MUST BE PRESENT AT THE JOB SITE DURING THE TOTAL TIME FRAME OF PROJECT CONSTRUCTION WITH APPROVED SET OF IMPROVEMENT PLANS. I - 227wI600 DESIGNED s l w Tn ! ll SCOTT M. SCALE: I - 10 1 r I' 1 EXIST. LINE „AA J9 Q,,= 206.1 CFS A.B. AGGREGATE SASE J.S. JUNCTION STRUCTURE A.C. ASPHALTIC CONCRETE L LENGTH AVE AVENUE L.P. LOW POINT BC BEGIN CURVE MAX. MAXIMUM BCR BEGIN CURB RETURN MIN. MINIMUM BLVD. BOULEVARD MOVC MIDDLE OF VERTICAL CURVE BVC BEGIN VERTICAL CURVE M.H. MANHOLE CB CATCH BASIN NTS NOT TO SCALE CF CURB FACE OC ON CURB CENTERLINE PTN. PORTION CONC. CONCRETE ` PCC POINT OF COMPOUND CURVE CSP CORRUGATED STEEL PIPE P.I. POINT OF INTERSECTION C.Y. CUBIC YARDS PRC POINT OF REVERSE CURVE DR. DRIVE R.C.P. REINFORCED CONC. PIPE DW DOMESTIC WATER P.U.E PUBLIC UTILITY EASEMENT DWY DRIVEWAY PW PARKWAY EC END CURVE RD. ROAD ECR END CURB RETURN R.G. ROUGH GRADE ELEV. /EL. ELEVATION RW RECLAIMED WATER E.P. EDGE OF PAVEMENT SD STORM DRAIN EVC END VERTICAL CURVE SL STREET LIGHT FL FLOWLINE ELEV. SS SANITARY SEWER FS FINISH SURFACE ST. STREET BB GRADE BREAK STREET R/W RIGHT --OF -WAY H HEIGHT sW SIDEWALK H.O.A. HOME OWNER'S ASSOCIATION TO TOP OF CURB HP HIGH POINT TYP. TYPICAL INV INVERT OF PIPE VC VERTICAL CURVE W WIDTH x 123.5 EXISTING SPOT ELEVATION 2 3 4 6 7 8 -10 PREPARED "AS BUILT" ii REVIEWED BY: SCOTT M. WLSON DATE n 49884 M A.C. PAVING PORTLAND CONCRETE CEMENT CATCH BASIN & LOCAL DEPRESSION CENTERLINE FIRE HYDRANT FLOWLINE GRADED SWALE RIGHT -OF -WAY 27 SHEET FLOW RATE STREET LIGHT SWALE HIGH POINT WATER METER PREPARED "AS BUILT" ii REVIEWED BY: SCOTT M. WLSON DATE n 49884 M I m I 9_ amil 0 1010 I 7111T=712=v =-_ 3.5 AC PG 64-10 (GREENBOOK SPEC 203-6) 4.0" CRUSHED AGGREGATE BASE (GREENBOOK SPEC 200- 2.2) r-PAM7 (959-' AIIN PPATIL/17 COMPACTION TO 1 -FT MIN. I)FPT14) 1 lavaT11211610 I - DESIGNED BY- wmm ORE., i li 1 PROJECT MANAGER: S60-TT STREET PLAN, CONSTRUCTION NOTES DESCRIPTION ji PREPARED UNDER SUPERVISION OF- CONSTRUCT TYPE A-6 CURB AND GUTTER PER COUNTY OF RIVERSIDE STD. NO 200. PREPARED BY: WILSON MIKAMI CONSTRUCT 3.5" x 64-10 (GREENBOOK SPEC. 203-6) OVER 4 CRUSHED A.B. RCE EXP_ DATE OK 5REC. 200 2.2) PER REVIEWED BY- CONSTRUCT GUTTER DEPRESSION PER COUNTY OF RIVERSIDE STD. NO. 311, CASE C. SCOTT M. WILSON Wit CONSTRUCT SIDEWALK (WIDTH= 6) PER CITY OF LAKE ELSINORE STD. NO. 210. RCE NO. 49884 9-30-20 SUITE 040 4679400 IR\A CA CONSTRUCT ACCESS RAMP PER RIVERSIDE COUNTY STD. NO. 403, XS AND XL PER PLAN. No. 49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE CONSTRUCT STREET LIGHT PER DETAIL ON SHEET 9 or 10 AINSTALLBLUEREFLECTIVEPAVEMENTMARKERPERFIREDEPARTMENTSPECIFICATIONSND CITY APPROPRIATE COND111ONS OF DEVELOPMENT AND/OR CITY AND SCALE: AS NOTED OF LAKE ELSINORE STD. NO. 422A -------------- - -------- J CIVIL STA iI LAWS, AND A PERMIT CAN BE ISSUED. INSTALL STREET NAME SIGN PER CITY OF LAKE ELSINORE STD. NO 400 SHEUS CONSTRUCT DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STD. NO. 207. WIDTH PER PLA 19— lot CONSTRUCT CURB OUTLET TYPE "B" CASE I INLET PER CITY OF LAKE ELSINORE STD. NO. REMOVE EXISTNG BAROtOADE REMON HABIB R.CT. #83156 CITY ENGINEER EXP. 03-31-21 x. 1111 Z m 1.10141 I 7, 777-77, 77777 SAWCUT AND JOIN EXISTING PAVEMENT PER DETAIL ON SHEET 2 INSTALL IRRIGATION SLEEVE (SHOWN FOR REFERENCE ONLY). SIZE AND LOCATION PER S 'NAPA TE LANDSCAPE AND IRRIGATION PLAN INSTALL STREET SWEEPING SIGN PER DETAIL ON SHEET 2 i ADJUST EXISTNG STORM DRAIN MANHOLE TO GRADE CONSTRUCT CROSS- QV17FR PER RIVERSIDE COUNTY STD. NO. 209 CONSTRUCT 18" RCP (D- PER PROFILE) & BEDDING PER RCFC&WCD STD. NO. M815 1_ 1, CONSTRUCT CONCRETE COLLAR PER RCFC&WCD STD. NO. M803 REMOVE EXISTING CONCRETE BULKHEAD AND JOIN EXIST. STORM DRAIN CONSTRUCT CURB INLET CATCR WIN PER CITY OF LAKE ELSINORE STD. NO. 302 WITH CATCH BASIN MARKER M DURACAST STQ ARKNODUMPING, DRAINS TO LAKE" BY DAS ANUFACTURING Yx N M ER NOT USED CONSTRUCT MANHOLENO. 1 PER RCFC&WCD STD. NO. MH251 EXTEND EXISTING MODIFIED CATCH BASIN NO. 302 TO PROPOSED GRADE PER PROFILE PREPARED UNDER SUPERVISION OF- AS BUILT" PREPARED BY: WILSON MIKAMI RCE EXP_ DATE REVIEWED BY- T- 0494 -00909GORP79 100SCOTTM. WILSON Wit RCE NO. 49884 9-30-20 SUITE 040 4679400 IR\A CA No. 49884 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE OR DATE or 10Exp,09/ 30/2 APPROPRIATE COND111ONS OF DEVELOPMENT AND/OR CITY AND SCALE: AS NOTED J CIVIL STA iI LAWS, AND A PERMIT CAN BE ISSUED. SHEUS 19— lot Mill. • REMON HABIB R.CT. #83156 CITY ENGINEER EXP. 03-31-21 1111 Z m 1.10141 I 7, 777-77, 77777 FOR- 7 Product Features ERSI- 0- A- B1- 7- 30 -A.- GRAY-DL From local to major roadways, the GE Evolve"m LED Roadway Scalable Cobrahead fixtures are changing the way you light your lanes. Preserving the aesthetic look of traditional roadway Cobrahead fixtures, GE balances the technical needs of a sophisticated LED system with the functional demands of an outdoor fixture facing extreme weather hazards. GE's advanced LED optical design offers hundreds of photometric options to meet your precise lighting requirements, while delivering reduced glare and improved light control. The refined thermal management system incorporates a sleek and robust heat sink directly into the fixture to ensure maximum heat transfer and long LED life. The GE Evolve LED Roadway Scalable Cobrahead offers more than 11 years of reliable service life to significantly reduce maintenance frequency and expense, based on a 50,040 hour life and 12 hours of operation per day. Applications Mounting Designed to meet recommended luminance and Slipfitter with +/- 5 degree of adjustment for leveling. illuminance requirements for local to major Integral die east mounting pipe stop feature. roadway / street classifications. Wildlife intrusion protection at mounting pipe entry. Adjustable for 1.25 in. or 2 in. mounting pipe. Elam Finish Die cast aluminum housing. B1 A modern design preserving the aesthetic look of Corrosion resistant polyester powder painted, traditional roadway Cobrahead fixtures incorporates minimum 2.0 mil. thickness. the heat sink directly into the unit ensuring maximum Standard colors: Black and Gray. heat transfer and long LED life. RAL & custom colors available. Meets 3G vibration per C136.31 -2010 Power door assembly with removable retention latch. Electrical LED &Optical Assembly 120 -277 volt and 347 -480 volt available. 1= None BLCK =Black System power factor is >90% and THD <20%.* Structured LED array for optimized roadway Class "A" audible sound rating. photometric distribution. Surge Protection per ANSI C136.2 - -2014 Evolve light engine consisting of scalable reflective Standard: 6Kv/3kA "Basic" (w /extended C62.41.2 technology designed to optimize application efficiency Combination Wave capacity of 120 events) and minimize glare. Optional: 10kW5kA "Enhanced" Reverse facing light engine options available. Optional: 6kW3kA High Capacity (w/extended Utilizes high brightness LEDs, 70 CRi at 3000K, C62.41.2 Combination Wave capacity of 4000K & 5000K typical. 5000 events) LM -79 tests and reports are performed in accordance EMI: Title 47 CFR Part 15 Class A. with IESNA standards. Photo electric sensors (PE) available for all voltages. Lid e Maintenance system power factor and THD is tested and specified at 120V inp ut and maximum load conditions. Lumen Maintenance and TM21 projections listed Ambient Temperature Conversion Tablebeloweach lumen data table ym Ratings AWLC13hl a listed., suitable for wet locations per UL 1598. is l.ol los 1.41 140 IP66 rated optical enclosure per ANSI C136,25 -2009. 24 25 1,00 1.00 Temperature ratings: 30 0,99 100 40 °C to 50 *C for 525mA and 700mA skus except for 35 0.99 0.99 ERS4 O 347 -480V ( -40 °C to +45 °C) nominato r peICCT)- r530oK 40 °C to +40 °C for 1050mA skus Protection Device T = GE Energy Wrerne Surge Protection Upward Light Output Ratio (ULOR) = 0. uvuEubleu ith EPA based on post top mounting- Consult your representative for other attachment methods and increased load capacity requirements. 5` PC WIRES r p 4 S i 18" A"; SHAFT CROSS SECTION DETAIL SLOTTED BASE PLATE G ELEVATION See recommended capping detail y Notes SPECIFICATIONS COLORS & FINISHES Use Contemporary Specifications. See Color Selection Guide. LUiM1INAIRE MOUNTING ANTI- GRAFFITI & SEALER rtHI ." See Technical - Mounting Options Optional Coatings available for Section for more information. added protection. Manufacturer reserves the right to alter the product designwithout prior notice. Consult Ameron or authorized representative for additional information. 10/14 IVIARK 5 PTI Y APR A ROOK, i A y1 BEYOND THE OUTSIDE OF TK PULL BOX i i& MEIN! ERS 1- 0 -.A3 -B 1. - 7- 30 -A -G Y - DL Ordering i v f hV Scalable Specification Grade Colbrahead ERSI) x 3 i DL0A3B1730AGRAY E =Evolve s. Q =iZO- 277* roductT r Al- E*011101110 t $=S2SmA 30= 3t540K 1= None BLCK =Black D= Wirec mming 3= SpecirroaUo EPA based on post top mounting- Consult your representative for other attachment methods and increased load capacity requirements. 5` PC WIRES r p 4 S i 18" A"; SHAFT CROSS SECTION DETAIL SLOTTED BASE PLATE G ELEVATION See recommended capping detail y Notes SPECIFICATIONS COLORS & FINISHES Use Contemporary Specifications. See Color Selection Guide. LUiM1INAIRE MOUNTING ANTI- GRAFFITI & SEALER rtHI ." See Technical - Mounting Options Optional Coatings available for Section for more information. added protection. Manufacturer reserves the right to alter the product designwithout prior notice. Consult Ameron or authorized representative for additional information. 10/14 111 REMOVABLE TOP d PIERCE CAP SLED FIXTURE PER 2.375" O,p CITY SPECIFICATIONS ALUMINUM PIPE 13 " SQ. X 3%4" PL A YI AB AI FOR M SPECIFICATIONS p Y C I4 p' 4 , la r SPACED 7 TO BOLT YF IVIARK 5 PTI Y APR A ROOK, i A y1 BEYOND THE OUTSIDE OF TK PULL BOX i i& MEIN! ERS 1- 0 -.A3 -B 1. - 7- 30 -A -G Y - DL Ordering i v f hV Scalable Specification Grade Colbrahead ERSI) x E R S I DL0A3B1730AGRAY E =Evolve s. Q =iZO- 277* roductT r Al- E*011101110 t $=S2SmA 30= 3t540K 1= None BLCK =Black D= Wirec mming 3= SpecirroaUo 2- PEReceptacle #Y = bray rna Bu Lie R= Roadt xay ;2 =208 Grade 81 = Narrov) s 1 50 K* 4- PE Receptacle F = Fusing 5- Scalab 3 = 240 4 = 277 raR re Asymmetric hlerlium) NOTE: Nt1TE: Far 1050MA Shorting Cap 5 a PE Receptacle & 6 g internal Bubble Level EntrH347 -480* ym AWLC13hl L . Tao ess I=S fngle D = 347 S" d0va current, A =ANSI C136.41 -7 -pin R = n3 ry Surge Mcdu Optiocil 5-480 Fusing riot DI - tric Ford nominato r peICCT)- r530oK Dimrn Receptacle Protection Device T = GE Energy Wrerne Surge ProtectionAsplyuvuEubleuith a Receptacle IEEEIANSI06241.2.2002. VoEage "0 ar N ; ' El = Asymrietric Pid um) Dimming with Shorting Cap per Rating l -1005M Location Category (120 events). Rating 2 - 6kV /3kA Location Cateoory C- Low(s000 events). XXX = Special Option i M ERS1 525rrA 31 34 2300 2740 1 -0-1 1 -0-1 ERS223A1530_ 12'x0- 277VIES ERS1_23A1S40_ -_ 124.277V es ERS1_23A15SQ____-- 124- 277V,ie3 ERSI 5250, 45 50 3400 4000 1 -0-1 1 -0-1 ERS1_3A153C? -120 - 277VIES ERS1_A3A1S40, 117- 277V.i ERSI AMISSO_ _ 20- 277VIes ERSI Al 725mA 60 66 Z00 goo 2 -0 -1 0.1 CRS1J3Af3a- 12o- 2]7VIC5 CRS203 1540_ 121?- 277Vaes cRS1 a A154T 1 s- 277VIes ERS1 52SmA 73 SS00 6fA0 2 -0-1 2 -0.2 ERSI_PA1530,_._- 120. 277VIES ERSI C3A1540.,__„-,- 120- 277Vjes ERSLC3A15S4_- 120-277V es ERSI 525rrA 31 34 2304 2806 1 -0-1 1 -0-1 ERS1_2381530_1220- 277V.IES ERS1_2361S40____: 120- 277VJes ERSi236159_A-_--- 120- 277V.ies ERSI 525rrA 45 SO 3500' 4100 1.0 -1 I-0 -i ERS1:A361S30____-120- 277V.IES ERSi A36154i7 120- 277V.ies ERSI R381S50,_ 120.277V.ies ERS1 61 __ 525 A 60 66 4500 5500 1.041 2.64 ERSI6361534_._- 120.277VtE5 ERSI 836154'0 1220-277V.ies ERS1_6381S50_._,_- 120.277V.ies ERS1 525rrA 73 80 W 6 4 2 -0-1 2 -0-1 ERS1_C381S30_- 120 - 277VIES ERSi_C381540_ 120.277V.es ERS1_C3616S0 1220- 277V.ies ERS1 52Sr(A 31 34 2300 22700 1.0.1 1 -01 ERSi23C1S50, 1a)- 277VIES ERSI23C154- 111.277Vi s ERSI23C1SS0__ _ 120.277V:i ERSI 525a 4S 3544 4100 1 -0 -1 1 -0 -1 ERS1J6C1S30. __ 120- 277VIES ERSI AXIS40_ __ 120- 277VAS ERSI A3C1S50____- 120- 277V.ieS ER51 C1 S25 rrA 60 66 4600' 5500 1 -0 -1 2 -0 -1 ERS1_1530 120. 277VIES ERSI63C1S44.,_- 12t0.277V.i ERS1 les ER51 525rrA 73 80 C0 WO 2-0 -1 2.0 -1 CRS1 X15'0,_ v 120- 277V.ICS CR"al CX1544_420- 277V.ies CRS1S3C1754__,_,-1Z0- 277VJ_ -S ERS1 525rrrrA 31 34 2300 2700 1 -004 1 -0-1 ERS1_2361S30_- 120. 277VIES ERSi2361540__ 120- 277VJes ERSI-23 01SS0-_- 120- 277V.ies ERSI 525rrA 45 50 3460 4004 i 0 -i I -0 -1 ERS1 A30130 - 120-277ViES ERSl_A301540 120- 277Vi ERSI_A301SS)J, 120- 277V.in ERS1 DI S2SmA 60 66 4005 7 l -0 -I1 - 1 RS 6301530_- 120. 277VIES ERSI 6301540_-120- 277Vks ERSI 630159 420-277Vies ' E i _ _ ERSI 525mA 73 80 5500 6W0 1 -0-1 12-0-1 ERSI C301S30___: 12c0.277V.IES ERS1_C301S40_- 120- 277Vi2 ERSiMISS0 120.277Vi s ER51 S25mA 31 34 2300 2800 1 -0-0 1 -0-1 ERSI_23E1S30- __-_- 1220-277VIES 02S1 23E1540_- 120-277V.ies ERSI_23EISS0_- 120- 277Vps ERS1 525rrA 45 50 3500 4100 1 -0-1 1 -0-1 ERSI A3E1530__ 120.277V.IES ERSI A3E1540_- 1220- 277Vies ERSI,0E1S9_- 127- 277V.ies ERS1 El 525rrA 60 66 4600 SS00 1 -0 -1 2 -0.1 63 SSO - 117- 277VI2sER5163(1530 - 12- 277V.IES ERSI 63(1540 - 120- 27iVi2s ERSI. £1 v ERS1 525rrA 73 80 S6C0' 68J4 2-0 -1 20 -1 Sl_CX1530___-_4 0-277VIES ERSI C3E1540_-120.277V.ies ERS1_C3E1550_- 120- 277Vks NOTES- Lumen Maintenance Max Operating Ambient 50° C Some 347 480 Not DLC Listed (Contact Manufacturer) s Projected L92 (1 OK) > 50,000 at To 25C Projected L70 (1 OK) > 100,000 at To 2 5 C Based on 10,000h LM -80 data for Nichia 219E SQETMLH17005 111 REMOVABLE TOP d PIERCE CAP SLED FIXTURE PER 2.375" O,p CITY SPECIFICATIONS ALUMINUM PIPE 13 " SQ. X 3%4" PL A YI AB AI FORM SPECIFICATIONS p Y C I4 p' 4 , la r SPACED 7 TO BOLT YF NOTE.- USE 28224 FOR, LOCAL STREET& USE P ii' ARTERIAL, MAJOR.: O O. Scalable Specification Grade Cobrahead (ERS1) NOTES: Lumen Maintenance Max Operating Ambient 50° C 347 -4800 Not Available in 700n-A& 1050mA • Projected L91(10K)> 54,000 at To 25C For T Option (Contact Manufacturer) * Projected L70 (10K) > 100,000 at To 25C Based on 10,000h LM -80 data for Nichia 219B SQETMLH17005 9J46 6V k /r i IVIARK 5 PTI Y APR A ROOK, i A y1 BEYOND THE OUTSIDE OF TK PULL BOX i i& MEIN! DESIGNED BY: DRAWN BY: k 1. v f R i mom NOTE.- USE 28224 FOR, LOCAL STREET& USE P ii' ARTERIAL, MAJOR.: O O. Scalable Specification Grade Cobrahead (ERS1) NOTES: Lumen Maintenance Max Operating Ambient 50° C 347 -4800 Not Available in 700n-A& 1050mA • Projected L91(10K)> 54,000 at To 25C For T Option (Contact Manufacturer) * Projected L70 (10K) > 100,000 at To 25C Based on 10,000h LM -80 data for Nichia 219B SQETMLH17005 9J46 6V k /r i @MffoQ // o p Q QW@ IVIARK 5 PTI Y APR A ROOK, i A y1 BEYOND THE OUTSIDE OF TK PULL BOX J i w I AyUa, AINU A F' KMI LAIV is IJJUtU. MEIN! DESIGNED BY: DRAWN BY: k 1. v @MffoQ // o p Q QW@ IVIARK 5 PTI Y APR A ROOK, i A y1 BEYOND THE OUTSIDE OF TK PULL BOX J i w I AyUa, AINU A F' KMI LAIV is IJJUtU. MEIN! 2 DESIGNED BY: DRAWN BY: v @MffoQ // o p Q QW@ IVIARK 5 PTI Y APR A Tg \`CTR t \ J i w I AyUa, AINU A F' KMI LAIV is IJJUtU. MEIN! 2 DESIGNED BY: DRAWN BY: v CHECKED BY: SCOTT M. WILSON PROJECT MANAGER: SCOTT M. WILSON REMON HABiB R. C. E. 8 156 CITY ENGINEER EXP. 03Z31/2021 DATE: i @MffoQ // o p Q QW@ IVIARK 5 PTI Y APR A Tg \`CTR t \ J i w I AyUa, AINU A F' KMI LAIV is IJJUtU. BASIS OF BEARING: NTERLfNE OF MISSION TRAIL. 2 DESIGNED BY: DRAWN BY: f ... OLD CENTERLINE OF MALAGA ROAD, WHICH BEARS N79 °38'15 "W AS SHOWN ON TRACT CHECKED BY: SCOTT M. WILSON PROJECT MANAGER: SCOTT M. WILSON REMON HABiB R. C. E. 8 156 CITY ENGINEER EXP. 03Z31/2021 DATE: N0, 31920 -1 FILED iN BOOK 394 AT PAGES 41 THROUGH 51, INCLUSIVE OF MAPS OFFICE OF THE COUNTY RECORDER IN THE COUNTY OF RIVERSIDE l The LED luminaire shall be designed for horizontal mounting. The LED assembly shall have a slip-fitted mounting bracket capable of attaching to a two-inch (2") pipe without the need for special mounting parts. They shall be installed in a horizontal position with leveling and clamping to the mast arm pipe accomplished by tightening mounting bolts, which are externally or internally accessible. Bolts shall be minimum 5/8" x2" size and either stainless steel. Luminaire circuitry shall include quick connect/ disconnects to allow easy separation and removal of driver and power door. Grounding requirements: ANSI/UL Standards and NFPA 70. The luminaire power unit assembly shall consist of an integral driver, capacitor, 10K surge suppressor, and heavy duty terminal block. The power unit assembly shall be mounted on a separate component of the luminaire to facilitate replacement. The luminaire optical chamber shall have 'a minimum rating of IP66 as specified in IEC 60529. The luminaire housing cooling system shall consist of a passive heat sink with no fans, pumps, or liquids and shall be designed and constructed to accept a standard plug type, locking, three-pole, three-wire, streetlight photocontrol. The fixture and finish endurance tested to withstand 5,000 hours of elevated ambient salt fog conditions as defined in ASTM Standard B 117. All fasteners shall be stainless steel and all polycarbonate components shall be UV stabilized. An easily-viewable nameplate shall be permanently affixed to the inside of each luminaire housing. The nameplate shall contain the following information: manufacturer's name, manufacturer's catalog number, date of manufacture (month and year), plant location, input power consumption, driver output current, IEC IP Rating, correlated color temperature (CCT), IES light distribution type, IESNA TMA 5 BUG ratings, and serial number. Utility approved luminescent nameplate with light source and wattage shall be permanently affixed on the exterior of the Luminaire to be visible from the ground. The driver assembly shall be enclosed in a separate compartment from the optical assembly. The entire fixture shall be "wet listed" with the optical assembly compartment being rated at IP66. The LED Luminaire shall be constructed to provide the required light distribution with the lower edge of the Luminaire housing below the entire light source close contact refractors. The Luminaire must be Dark Sky Compliant with UO bug rating. The light distribution pattern shall be per the FIXTURE table shown above. DRIVERS: Light Emitting Diode (LED) drivers shall be component-type consisting of precision wound coils and welded magnetic steel laminations assembled together and impregnated with baked-on, insulating, weatherproof varnish; and metal-cased, hermetically-sealed capacitor, suitable for use on multiple distribution circuits with 60Hz, 120 or 240 Volt rating. The operating sound pressure noise level shall not exceed the ambient noise level by more than five (5) decibels at a 30 feet when measured by a sound level meter conforming to the American Standards for Sound Level Meters. Where the ambient noise level is less, a minimum of 40 decibels shall be assumed. Power supply / driver shall be field replaceable by means quick- disconnect connectors and easy access mounting hardware. Power supply / driver shall be wet-listed in the US and Canada, UL, ROHS compliant, meet Caltrans 611 vibration testing and GR-63-CORE section 4.4.1/5.4.2 earthquake zone 4. DRIVER SPECIFICATIONS: Electronic; voltage range = universal 120 — 277 v +/- 10%; frequency = 50/60 Hz; power factor > 90% @ full load; THD < 20% @ full load; output ripple < 10%; output shall be isolated; case temperature rated for -40 to 60C, fully encased and potted; overheat protection, self-limited short circuit protection, and overload protected — minimum integral 10k surge protection tested in accordance with IEEE C62.41 and ANSI standard 62.41.2; Driver Life Rating not less than 100,000 hours. PHOTOELECTRIC CONTROL UNIT- Fisher-Pierce # TRS-2 105-305 VAC LED control or approved equal. The photoelectric unit shall consist of a photoelectric cell in a weatherproof housing which plugs into an EEI-NEMA twist-lock receptacle integral with the luminaire and shall be installed with the clear UV- stabilized photocell window facing north, The control unit shall contain a uniformly coated cadmium- sulfide photoelectric cell suitable for operation with 120 or 240 volt line supply with surge protection to prevent damage and made to fail in the "ON" position. The unit shall have a HID load rating of 1,800 VA with a Tungsten load rating of 1,000 watts. The response level of the unit to changing light levels shall remain stable throughout the life of the unit 5,000 operations). The "turn-on" level shall be nominal 1 foot-candle and the "turn-on: turn-off' ratio shall be 1. 5. FUSES: Fuses shall be slow blow 13/ 32" x I Y2" in-line type in 10 amp size (unless specified otherwise by the City). The fuse shall be installed in the hot leg of the lighting conductor. The circuit shall be fused in the base of the pole — not in the pull box, 240-volt installations require each leg to be fused using a double fuse holder and two fuses of appropriate size. Heat shrink both crimp ends. FUSEHOLDERS: Fuseholders shall be completely waterproof, shall grip the fuse in the load side section when opened, and be able to take a 13/ 32" x 1 Y2" fuse, with crimp -type tubular terminals of a proper size for the cable in the particular light. MAST ARMS: Mast arms shall be two inch (2") I.P.S. galvanized steel or aluminum and shall be self-supporting without braces, scrolls or rods. Mounting shall be perpendicular to the street centerline unless otherwise directed by the City Engineer. They shall have a minimum of six inches (6") of ' horizontal straight section at the end of the arm to mount a two inch (2") I.P.S. slipfitter type luminaire mount. Mast arms shall be eight feet (8') long for all luminaires unless otherwise specified in the plans and shall be capable of handling the EPA and weight of the luminaire. Steel arms shall conform to ASTM A 120. Aluminum arms shall be corrosion resistant alloys such as Aluminum Association wrought alloys 6061 or 6062 or cast alloys 319 or 356. All exposed hardware shall be stainless steel. All protected hardware not visible after installation shall be cast aluminum and / or stainless steel, hot-dipped galvanized. Anti-seize shall be used. LUMIN Fixtures shalt beLED, dimmable, and one of the following or as approved by City Engineer: GE Evolve Catalog tt: ERLI-0-05-B3-30-D-GRAY-L (39 watts residentia] streets) hJ00 H /!rt ill - III I I I II N[tKLINt Ut MALAGA NUAU, VVNIV1 ULAKZ) I'WIM ID W A3 Z)rIUYVIIJ VIN INIAW 20-1 FILED IN BOOK 394 AT PAGES 41 THROUGH 51, INCLUSIVE OF MAPS . OF THE COUNTY RECORDER IN THE COUNTY OF RIVERSIDE I onsmomom I I