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HomeMy WebLinkAbout2111-1II TENT. TR. N0. 14296 II � II SII II I�eoP. ��- II II III DETENTION BASIN W II - � II z II W g II II I II �• I kuru I I UTILITY NOTES: zz /SCALE: : 1 ' 150 245 244 / 243 235 234 233 215 X216 TEL. (7141 987-2591 246 � 3 242 236 I a 232 1350 SOUTH "E" STREET 217 218 247 V 241 237 V 231 219 Z 240 239 238 230 248 O TEL. [7141 350-7540 POWER: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE 300 N. PEPPER STREET RIALTO, CA. 92376 W 229 220 249 N 16231 VALLEY BLVD. FONTANA, CA. 92335 MR. LOU WESTFALL. SOUTHERN CALIFORNIA GAS COMPANY 228 .221 2191 E. BIRCH STREET SHOWN ON THESE PLANS. HIT W00 DR. TELEPHONE: PACIFIC TELEPHONE I D 900 HELLMAN AVENUE U 2 50 WATER: O 227 222 549 E. SIERRA MADRE 251 252 253 254 = TEL. [818) 969-2718 223 260 259 258 257 256 255 226 224 225 T.0 --------TOP 58 -3 AL ERIA 1 25 26 2 0 5 5 7W 24 27 I--• 4 8 3 a 23 28 0 1CL. Lu 1 CD 15 g � I 29 Z '�4 I I 14 a ( 22 O WATER: CUCAMONGA COUNTY WATER DISTRICT 9461 SAN BERNARDINO ROAD THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR CUCAMONGA, CA. 91730 TEL. (7141 987-2591 SAN BERNARDINO VALLEY STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF THE MUNICIPAL WATER DISTRICT 89 1350 SOUTH "E" STREET 87 SAN BERNARDINO SEWER: _.CITY OF FONTANA 83 8353 SIERRA AVENUE FONTANA, CA. 92335 CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN TEL. [7141 350-7540 POWER: SOUTHERN CALIFORNIA EDISON COMPANY P.O. BOX 788 BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE 300 N. PEPPER STREET RIALTO, CA. 92376 W MR. DAVE JONES GAS: SOUTHERN CALIFORNIA GAS COMPANY 16231 VALLEY BLVD. FONTANA, CA. 92335 MR. LOU WESTFALL. SOUTHERN CALIFORNIA GAS COMPANY TRANSMISSION DIVISION 2191 E. BIRCH STREET SHOWN ON THESE PLANS. BREA, CA. 92621 TELEPHONE: PACIFIC TELEPHONE I D 900 HELLMAN AVENUE U RANCHO CUCAMONGA, CA. 91370 WATER: SAN GABRIEL VALLEY MUNICIPAL :_ WATER DISTRICT 549 E. SIERRA MADRE AZUSA, CA. 91702 TEL. [818) 969-2718 214 202 201 AVE. TEWOOD DR. 189 190 a 188 AVE. 91 I 92 I 93 I 1941 951 96 ( 97 ( 98 I 99 I 100 1101 W INDEX MAP SCALE: 1" = 150' VICINITY MAP NOT TO SCALE GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO'START OF ANY WORK WITHIN THE CITY LIMITS. 3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 4. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 5. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. 6. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 7. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 8. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 9. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 10. BACKFILL MATERIALS TO HAVE A S.E. OF 30 [MIN.) AND MIN. COMPACTION OF 90%. 11. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO GRADE DURING PAVING. 12. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 13. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 14. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 15. IT SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF CITY OF FONTANA. a NOTE: MINIMUM SLOPES SHALL BE AS FOLLOWS: A) CONCRETE SWALES. . . . . . 0.40 PERCENT B) ASPHALT, TURF, ETC.. . . . . . . . . O:SO PERCENT PRIVATE ENGINEER'S NOTICE TO CONTRACTOR THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF THE 90 89 88 87 86 85 84 83 82 CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE 57 W CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT Ire SHOWN ON THESE PLANS. I D U CONTRACTOR AGREES THAT HE SHALL ASSUSME SOLE AND COMPLETE RESPONSIBILITY LEGEND :_ ;�=:a• I ( FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT ''•'' INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT T.0 --------TOP 58 -3 ai 'o- 4•"��' '• I SHALL APPLY CONTINOUSLY AND NOT BE LIMITED TO NORMAL WORKINGM HOURS •' AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER F S• -------- FINISHED SURFACE ELEVATION 81 — AND THE ENGINEER HARMLESS FROM ANY AND ALL PROJECTS, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. INDEX MAP SCALE: 1" = 150' VICINITY MAP NOT TO SCALE GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND THE CITY OF FONTANA PUBLIC WORKS DEPARTMENT STANDARD SPECIFICATIONS DATED 1975. 2. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS DEPARTMENT PRIOR TO'START OF ANY WORK WITHIN THE CITY LIMITS. 3. ADEQUATE STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. 4. ALL PIPES OR SUBSTRUCTURES OF ANY KIND AND ALL TELEPHONE OR POWER POLES, WATER METERS, VALVES, HYDRANTS, IRRIGATION STRUCTURES, ETC. SHOWN OR NOT SHOWN ON THIS PLAN AND LOCATED WITHIN AREAS TO BE IMPROVED AND INTERFERING WITH CONSTRUCTION, SHALL BE RELOCATED BY OTHERS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL OF THE AGENCIES CONCERNED BEFORE CONSTRUCTION BEGINS. 5. WATER VALVE COVERS SHALL BE RAISED TO GRADE BY THE PAVING CONTRACTOR. 6. AS -BUILT PLANS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. 7. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 8. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 9. ALL MATERIALS AND METHODS TO BE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 10. BACKFILL MATERIALS TO HAVE A S.E. OF 30 [MIN.) AND MIN. COMPACTION OF 90%. 11. ALL NEW OR EXISTING VALVE CANS AND MANHOLES SHALL BE ADJUSTED TO GRADE DURING PAVING. 12. CONTRACTOR TO INSTALL PAVEMENT MARKINGS AND STRIPING AS REQUIRED BY THE CITY ENGINEER. 13. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. 14. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, WORK SHALL STOP AND THE ENGINEER NOTIFIED IMMEDIATELY. 15. IT SHALL BE THE RESPONSIBLITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER AFTER THE BASE COURSE HAS BEEN CONSTRUCTED AND BEFORE THE PAVING HAS BEEN INSTALLED SO THAT THE ENGINEER MAY INSTALL THE STREET CENTERLINE MONUMENTS AS REQUIRED BY THE CITY CODE OF CITY OF FONTANA. a NOTE: MINIMUM SLOPES SHALL BE AS FOLLOWS: A) CONCRETE SWALES. . . . . . 0.40 PERCENT B) ASPHALT, TURF, ETC.. . . . . . . . . O:SO PERCENT PRIVATE ENGINEER'S NOTICE TO CONTRACTOR PTs THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY SEARCH OF THE AVAILABLE RECORDS. THESE LOCATIONS ARE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR, SO THAT ANY NECESSARY ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY UTILITY LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR NOT Ire SHOWN ON THESE PLANS. I D CONTRACTOR AGREES THAT HE SHALL ASSUSME SOLE AND COMPLETE RESPONSIBILITY LEGEND :_ ;�=:a• I ( FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT ''•'' INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT T.0 --------TOP OF CURB ELEVATION ai 'o- 4•"��' '• I SHALL APPLY CONTINOUSLY AND NOT BE LIMITED TO NORMAL WORKINGM HOURS •' AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER F S• -------- FINISHED SURFACE ELEVATION '••'A.�' — AND THE ENGINEER HARMLESS FROM ANY AND ALL PROJECTS, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. FL • --- ------ FLOWL I NE ELEVATION G.B •-------- GRADE BREAK ! •�' - „ •; :j, : << 2 CONSTRUCTION NOTES& QUANTITY ESTIMATES H•P ---- - - - HIGH POINT �C G1, `V.- P. L .------ PROPERTY LINE D E S C R I P T 10 N S QUAt4TIT/ - CENTERLINEe I2•� O `t CONST. 3' WIDE CONC . GUTTER PER DETAIL ON SHEET 2 L J, 14c>■ ■ TRACT BOUNDARY i 4 � Z 00 2 CONST. CONC. PARKWAY CULVERT PER DETAIL HEREON M 3 r CONST. CATCH BASIN (W-5) PER CITY OF FONTANA. STD. DET. 101 J -� DAYL I GHT L I NE 4 CONST. 24" R.0 -R 1400 D I;Z4146&�V- C-5'E,T' p/PE ✓D/1YI-z5 ( 395)----- EXIST. CONTOUR ELEVATION `I s 5 CONST CONC. COLLAR PER DETAIL ON SHEET 2 85.5------ PROP. CONTOUR ELEVATION i� °; : '� © CONST. 24" C.M.P. 14 GA. Lr 2� 399.7 ----- PAD ELEVATION :�; �: j, ,`• • .4, a --" 7 CONST. RIP RAP 5� 1 ----�- DRAINAGE DIRECTION FILL OR CUT SLOPE chry Ff LL SPILLWAY REINFORCING DETAIL PTs