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HomeMy WebLinkAbout5704LT-1STR T L10HT IM ROV M NT OLEANDER AVENUE FONTANA, CALIFORNIA GENERAL NOTES FOR STREET UGlHT PLANS 1. ORNAMENTAL STREET LIGHT POLES SHALL BE MARBLELITE OR APPROVED EQUAL. 2. THE LUMINAIRE SHALL CONSIST OF COBRA HEAD CUT-OFF 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. 5. ALL NEW STREET LIGHT POLES AND LUMINAIRES TO BE INSTALLED ON CITRUS AVENUE SHALL BE DECORATIVE TYPE. 6. ALL STREET LIGHTS SHALL BE INSTALLED PER CITY STD. PLAN NO. 404. KWATE ENGIIINEER'S NOTE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES, CONDUITS, OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN ON THESE DRAWINGS. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE CITY OF FONTANA, THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. FAZ WENSWRIAWO-Ij 0, tff, LTW 1 THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE COORDINATE SYSTEM (CCS8J), ZONE 5, NORTH AMERICAN DATUM 198J (NAD8J) BASED LOCALLY ON CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) "EWPP" AND "LORS" AS SHOWN HEREON (BASIS OF BEARINGS.- N 81*2926" W). ALL BEARINGS SHOWN HEREON ARE GRID BE4RINGS. COORDINATES SHOWN ARE BASED ON NAD8J, CCS8J, ZONE 5, 2010.0 EPOCH, AS FURNISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC) AND PUBLISHED WITH THE NATIONAL GEODETIC SURVEY (NGS). ALL DISTANCES SHOWN ARE GROUND DISTANCES, UNLESS OTHERWISE NOTED. TO OBTAIN GRID DISTANCES, MULTIPLY GROUND DISTANCES BY A COMBINATION FACTOR OF 0.99995JO827 DERIVED LOCALLY AT THE FOUND 1 " IRON PIPE (OPEN) ACCEPTED AS THE INTERSECTION OF JURUPA AVE. AND OLEANDER AVE., J4*02'5J.73611" NORTH, 117*2655.26062" WEST. THE MAPPING ANGLE A T 1 " IRON PIPE IS 0' 18'5 1. J2506". Ahl z I C % E7:� SAN BERNARDINO COUNTY FLOOD CONTROL 825 E. THIRD STREET, ROOM 140 SAN BERNARDINO, CA 92415-0835 PHONE: (909) 387-8256 ATTN: TOM WILLIAMS FONTANA WATER COMPANY 15966 ARROW ROUTE FONTANA, CA 92355 PHONE: (909) 822-2201 ATTN: BRENDA FOWLER SOUTHERN CALIFORNIA GAS COMPANY 1981 W. LUGONIA AVE. REDLANDS, CA PHONE: (909) 335-7965 ATTN: ED SANTILLAN AT&T 1265 VAN BUREN ST. #180 ANAHEIM, CA 92807 PHONE: (714) 666-5614 ATTN: LEE QUEST SOUTHERN CALIFORNIA EDISON 7951 REDWOOD AVENUE FONTANA, CA 92336 PHONE: (909) 549-5345 ATTN: JEFF HUDSON TIME WARNER 17777 CENTER COURT DR. 8TH FLOOR CERRITOS, CA 90703 PHONE: (562) 677-0263 ATTN: JOHN CHRISTIANSEN FONTANA UNITED SCHOOL DISTRICT 9680 CITRUS AVENUE FONTANA, CA 92335 PHONE: (909) 357-5000 X 29455 ATTN: SHERRI WHITTEN INLAND EMPIRE UTILITY AGENCY 6075 KIMBALL AVENUE CHINO, CA 91708 PHONE: (909) 993-1696 ATTN: LIZA MUNOZ CSRC CORS STA TION 1EWPP" NOR TH LA T1 TUDE J4 *06'15. 10 1 JJ " WEST LONGITUDE 117*JI'J2.05857" CALIFORNIA STATE PLANE COORDINATE SYSTEM (SPCS), 71')AIC- Aln�PTi4 AAJrW11'AA1 nAmii ioc'z r-on/%j) /V 41 NORTHING = 1,860,6J9.606 U.S. SURVEY FEET ('9ASIS 0", E41STING = 6,705,286.971 U.S. SURVEY FEET 2iA21�G-SL ELEVATION = 1192.248 U.S SURVEY FEET COMBINED FACTOR = 0.9999JJ6429 CONVERGENCE ANGLE = 00'16'14" CSRC CORS STATION lORS" NORTH LATITUDE J4*07'59.9649J" WEST LONGITUDE 117'45'14.60442" CALIFORNIA STATE PLANE COORDINATE SYSTEM (SPCS), ZONE 5, NORTH AMERICAN DATUM 198J, (2010.0 EPOCH) (_9 NORTHING = 1,870,992.226 U.S. SURVEY FEET < EASTING = 6,6J6, 09J 592 U S SURVEY FEET ELEVATION = 1581.278 U.S SURVEY FEET COMBINED FACTOR = 0.9999095J55 CONVERGENCE ANGLE = 00'08'25" GPS TIES & BA SIS OF BEA RINGS SEE DETAIL SHEET 1 N. TS. BENCH MARK: CITY OF FONTANA BENCHMARK NO. "289" FOUND RAILROAD SPIKE IN THE NORTHWEST SIDE OF POWERPOLE NUMBER 61319 AT THE NORTHEAST CORNER OF THE INTERSECTION OF SANTA ANA AVENUE AND CATAWBA AVENUE. ELEVATION = 1032.22' TOLL FREE -qqmmw- 1-800-227-2600 A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT N 0'22'16 " W 27J4.82' REV. _j C) Lo cq 1p 't cn ro Uj It W, 12 Llj Z 7- V) LLJ LLJ U) w J 0 SANTA ANA AVE. (SEE SHEET 2) 1 1 CD ___34 0 38 P AN SAN BERNARDINO F�_�WY 10 10 F-: _j = TRAFFIC SIGNAL F-: F-: _j Lr) PB STREET LIGHT WM ::D F-: + (n m F-: 0i _j Lr) _j Lr) F-: + V) LJ >< Lj (N)41 W CD U') 04 F-! + (n V) r) - HEIGHT 00 FUTURE 41W LED STREET LIGHT BY -�c Q� 0 00 C14 a: < 0 < 0 Pit a- CD EXISTING UTILITY POLE a_ gs ck� Wt <0 F- W w F- W V); V) a_ < DRAWN BY: SANTA ANA PROPOSED FIRE HYDRANT PH.(714)521-4611 FAA -(714)521-417J (n 0 - GENERAL NOTES, CONSTRUCTION NOTES & LEGEND a_ STA 24+67.93 PROP. ST. LT. \STA 34+81.93 DATE: PROP. ST. LT. CD Co S/W CORNER OF SANTA ANA AND CYPRESS AVE STA 33+97.84 ­Q_Q2Dcte PROP. ST. LT. PROP. ST. LT. LO CD < F5 REINHARD STENZEL RCE NO. 56155 STA 31+87. 4 6 C-4 + STA 22+42.06 Ln 3TA 31+34.93 PROP. ST. T. + co r- I -C < PROP. ST. LT. 1 C14 �� CN STA 19+94.81 STA 19+92.06 PROP. ST. LT. PROP. ST. LT. C14 STA 30+02.06 C) C) + PROP. ST. LT. STA 17+42.06 00 TMOT� 21�jkI07 �78'+OO 280+00 282+00 284+00 286�00 211+0 +06 292+00 JURUPA AVE. (SEE SHEET 5) LMLITY LEGEND LEXISTING = TRAFFIC SIGNAL = SIGN PB STREET LIGHT WM (N)90W PROPOSED 90W LED STREET LIGHT TRANS Q --o (COBRAHEAD) 30FT.-81N. LUMINAIRE HEIGHT (N)41 W CD SEWER MANHOLE 0----o STA 27+42.06 HEIGHT 00 FUTURE 41W LED STREET LIGHT BY STA 27+22.43 PROP. ST. LT. PROP. ST. LT. (COBRAHEAD) 30FT.-81N. LUMINAIRE HEIGHT CD EXISTING UTILITY POLE a_ c� Q F.H. = FIRE HYDRANT DRAWN BY: 0 PROPOSED FIRE HYDRANT PH.(714)521-4611 FAA -(714)521-417J STA 24+92.06 GENERAL NOTES, CONSTRUCTION NOTES & LEGEND AS SHOWN STA 24+67.93 PROP. ST. LT. DATE: PROP. ST. LT. CD Co S/W CORNER OF SANTA ANA AND CYPRESS AVE ­Q_Q2Dcte PARCEL MAP NO, 19711 CN CHECKED BY: --IAPPROED 'B`Y.�, DRAWING NO.: 15704LT F5 REINHARD STENZEL RCE NO. 56155 RS STA 22+42.06 30 CITY ENGINEER R.C.E. 51152 DATE STA 21+94.67 PROP. ST. L T. + PROP. ST. LT. 1 C14 �� CN STA 19+94.81 STA 19+92.06 PROP. ST. LT. PROP. ST. LT. C14 STA 17+94.56 C) C) + PROP. ST. LT. STA 17+42.06 00 PROP. ST. LT. l< STA 15+69.86 C) + cn (n W PROP. ST. LT. Ckf M D STA 14+42.06 CD cq c) CD PROP. ST. I_j + ;;7t '-d- + C) + STA 13+26.04 cn co C) 0 150 300 600 900 PROP. ST. LT. C14 I STA 11+92.06 IIIIII PROP. ST. LT._�'_kcl I 7r � SCALE: 1 "=300' TMOT� 21�jkI07 �78'+OO 280+00 282+00 284+00 286�00 211+0 +06 292+00 JURUPA AVE. (SEE SHEET 5) LMLITY LEGEND LEXISTING = TRAFFIC SIGNAL = SIGN PB STREET LIGHT WM (N)90W PROPOSED 90W LED STREET LIGHT TRANS Q --o (COBRAHEAD) 30FT.-81N. LUMINAIRE HEIGHT (N)41 W PROPOSED 41W LED STREET LIGHT SEWER MANHOLE 0----o (COBRAHEAD) 30FT.-81N. LUMINAIRE HEIGHT (F) 41 W FUTURE 41W LED STREET LIGHT BY OTHERS 0---o (COBRAHEAD) 30FT.-81N. LUMINAIRE HEIGHT CD EXISTING UTILITY POLE a_ RELOCATED UTILITY POLE Q F.H. = FIRE HYDRANT DRAWN BY: 0 PROPOSED FIRE HYDRANT PH.(714)521-4611 FAA -(714)521-417J TRFSIG = TRAFFIC SIGNAL = SIGN PB PULL BOX WM WATER METER TELEPHONE PEDESTAL TRANS PAD TRANSFORMER PAD ELEC VAULT ELECTRIC VAULT WV WATER VALVE SMH SEWER MANHOLE SDMH = STORM DRAIN MANHOLE TELMH = TELEPHONE MANHOLE SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL SHOWN HEREON AND CARRIED FORTH IN A DILIGENT MANNER, THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO BRING THEM INTO CONFORMANCE WITH REVISION DESCRIPT10N DATE ENGR. CITY DATE STANDARDS IN EFFECT. Y�IoFESS/nq,t_ S &lf" k R.C.E. NO. 56155 Exp. 12-31-18 C / V OF c N STREET NAME AVE. HD DA Ak/�7K]HF j U Elf 41 WATT 9 L'i 90 WATT 10 CYPRESS AVE.- STREET LIGHT IMPROVEMENT PLAN 5 U0 L'i ZD cr) Prepared Under The Supervision Of < L'i CITY OF FONTANA, CALIFORNIA LLJ T171enes Englnearing, 117c. C3 CD CIWL ENGINEERING - LAND SURVEYING a_ 14J49 FIRESTONE BOULEIIARD LA MIRADA, CALIFORNA 906J8 DRAWN BY: TITLE SHEET SCALE: AVE. HD DA Ak/�7K]HF j U Elf 41 WATT 9 L'i 90 WATT 10 CYPRESS AVE.- STREET LIGHT IMPROVEMENT PLAN 5 U0 L'i cr) Prepared Under The Supervision Of < L'i CITY OF FONTANA, CALIFORNIA LLJ T171enes Englnearing, 117c. C3 CD CIWL ENGINEERING - LAND SURVEYING a_ CITY OF F 0 1\1-/\\ VICINIT)l MAP N. T. S. L�j C/-) WATTAQE * OF LIQHTS 90 WATT 4 OLEANDER AVE. 41 WATT 9 CYPRESS AVE. 90 WATT 10 TOTAL 23 CQNSTRUICTION NOTES 0 INSTALL 90 WATT STREET LIGHT (COBRAHEAD) 30'-8- LUMINAIRE HEIGHT OR EQUAL ALTERNATIVE APPROVED IN WRITING BY THE CITY ENGINEER. (PER CITY OF FONTANA STD. DWG. 404) INSTALL 41 WATT STREET LIGHT (COBRAHEAD) 30'-8- LUMINAIRE HEIGHT OR EQUAL ALTERNATIVE APPROVED IN WRITING BY THE CITY ENGINEER. (PER CITY OF FONTANA STD. DWG. 404) (D PROTECT EXISTING STREET LIGHT IN PLACE FUTURE STREET LIGHT BY OTHERS UNDERGROUND EXISTING POWER POLE PER SCE FORCES SFEET' INDEX 1 TITLE SHEET- GENERAL NOTES, CONSTRUCTION NOTES & LEGEND 2 SANTA ANA AVE.- STREET LIGHT IMPROVEMENT PLAN 3 OLEANDER AVE.- STREET LIGHT IMPROVEMENT PLAN 4 CYPRESS AVE.- STREET LIGHT IMPROVEMENT PLAN 5 JURUPA AVE.- STREET LIGHT IMPROVEMENT PLAN ow. 13 EA. 10 EA. DR 15-017 Prepared Under The Supervision Of CITY OF FONTANA, CALIFORNIA U) T171enes Englnearing, 117c. C3 STREET LIGHT IMPROVEMENT PLAN CIWL ENGINEERING - LAND SURVEYING 14J49 FIRESTONE BOULEIIARD LA MIRADA, CALIFORNA 906J8 DRAWN BY: TITLE SHEET SCALE: PH.(714)521-4611 FAA -(714)521-417J DT GENERAL NOTES, CONSTRUCTION NOTES & LEGEND AS SHOWN DESIGNED BY: DATE: SOUTH WEST FONTANA LOGISTICS CENTER MSR S/W CORNER OF SANTA ANA AND CYPRESS AVE ­Q_Q2Dcte PARCEL MAP NO, 19711 CHECKED BY: --IAPPROED 'B`Y.�, DRAWING NO.: 15704LT F5 REINHARD STENZEL RCE NO. 56155 RS 30 CITY ENGINEER R.C.E. 51152 DATE