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Home My WebLink About2200-1E SAN BERNARDINO FRWY. 1 SITE VICINITY MAP N. T. u t � t � • t � 10i � PARK N Q GENERAL UTILITY NOTES CONSTRUCTION NOTES & QUANTITY ESTIMATES THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO T.C. OY E AVE. DESCRIPTION QUANTITY Q SLOVER AVE. REFER TO DEFINITIONS AND TERMS IN CITY STANDARD 2,236 LF SPECIFICATIONS, DATED 1975. O2 2. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND LF G.i Q GREGORY Q Q 1,540 OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. FINISH GROUND ELEVATION 3. z AU S4 U CT. AUSO LF DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. O5 4. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK DR, TN AROUND THEIR FACILITIES. O6 5. CONTRACTOR TO CONTACT SPRR REPRESENTATIVE PRIOR TO START OF WORK FOR TN RAIL CROSSING TO ARRANGE FOR SPRR REVIEW OF WORK. PLANS SHALL BE APPROVED BY CITY PRIOR TO WORK. 6. w OS THE RECOMMENDATIONS STATED IN THE GEOTECHNICAL INVESTIGATION 2Q X., -O- REPORT, DATED AUGUST 30, 1990, AND ADDENDUM DATED JULY 22, 1991, a PROTECT EXISTING IN PLACE GPI (PROJECT 1023.051). r 7. WATER SHALL BE APPLIED TO THE SITE TWICE DAILY IN COMPLIANCE WITH SCAQMD REMOVE EXISTING AC PAVEMENT 18,000 RULE 403 (FUGITIVE DUST CONTROL) TO MITIGATE THE IMPACT OF CONSTRUCTION 11 11 SANTA ANA Q AVE. 12 REMOVE &RELOCATE EXIST. FIRE HYDRANT ASSEMBLY (BY WSBCWD) CONTROL EQUIPMENT. EA 0 13 REMOVE &RELOCATE EXIST. RECT. SIDEWALK DRAIN PER DETAIL 5O 9. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE TO ALL ADJOINING CURBS AND SIDEWALKS. X 10. �- w 173" Of w CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF PRECISE GRADING. 15 Cr Q Q 12. 0 REMOVE EXIST. TREE 13. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER L3 17 a 75 LF TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED 18 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. NS -B CASE C WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, RAILROAD, ETC. EA 14. COU N Y OF 1,570 AT COMPLETION OF WORK. AVE. 15. ALL EXISTING VALVE CANS SHALL BE ADJUSTED TO GRADE DURING PAVING PER STD. BB � Q LF DETAIL 130 AND MANHOLES PER STD. 109. 21 16. VICINITY MAP N. T. u t � t � • t � 10i � PARK N Q GENERAL UTILITY NOTES CONSTRUCTION NOTES & QUANTITY ESTIMATES THE CONSTRUCTION OF ALL PUBLIC IMPROVEMENTS SHALL CONFORM TO T.C. 1. THESE PLANS AND TO THE REQUIREMENTS OF THE CITY STANDARD DESCRIPTION QUANTITY SPECIFICATIONS, PUBLIC WORKS DEPARTMENT, CITY OF FONTANA. O1 REFER TO DEFINITIONS AND TERMS IN CITY STANDARD 2,236 LF SPECIFICATIONS, DATED 1975. O2 2. CONTRACTOR IS INSTRUCTED TO REFER TO THESE PLANS AND THE SPECIFICATIONS, AND LF & WHERE THERE IS OR MAY BE A CONFLICT SHALL IMMEDIATELY REPORT SAID CONFLICT CONSTRUCT CROSS -GUTTER AND SPANDREL PER CITY OF FONTANA STD. DETAIL 104. 1,540 OR POSSIBLE CONFLICT TO THE OWNER'S REPRESENTATIVE. FINISH GROUND ELEVATION 3. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE FONTANA PUBLIC WORKS 01 ,� LF DEPARTMENT PRIOR TO THE START OF ANY WORK WITHIN THE CITY LIMITS. O5 4. ALL UTILITY COMPANIES SHALL BE GIVEN 48 HOURS NOTICE PRIOR TO WORK TN AROUND THEIR FACILITIES. O6 5. CONTRACTOR TO CONTACT SPRR REPRESENTATIVE PRIOR TO START OF WORK FOR TN RAIL CROSSING TO ARRANGE FOR SPRR REVIEW OF WORK. PLANS SHALL BE APPROVED BY CITY PRIOR TO WORK. 6. EARTHWORK AND PAVEMENT CONSTRUCTION SHALL BE IN ACCORDANCE WITH OS THE RECOMMENDATIONS STATED IN THE GEOTECHNICAL INVESTIGATION 2Q X., -O- EA REPORT, DATED AUGUST 30, 1990, AND ADDENDUM DATED JULY 22, 1991, O9 PROTECT EXISTING IN PLACE GPI (PROJECT 1023.051). - 7. WATER SHALL BE APPLIED TO THE SITE TWICE DAILY IN COMPLIANCE WITH SCAQMD REMOVE EXISTING AC PAVEMENT 18,000 RULE 403 (FUGITIVE DUST CONTROL) TO MITIGATE THE IMPACT OF CONSTRUCTION 11 11 GENERATED DUST PARTICULATES OR AS DIRECTED BY OWENER'S REPRESENTATIVE. 176 8. ALL CONSTRUCTION VEHICLES SHALL BE EQUIPPED WITH PROPER EMISSION 12 REMOVE &RELOCATE EXIST. FIRE HYDRANT ASSEMBLY (BY WSBCWD) CONTROL EQUIPMENT. EA 13 REMOVE &RELOCATE EXIST. RECT. SIDEWALK DRAIN PER DETAIL 5O 9. ALL EXPOSED CONCRETE SHALL CONFORM IN GRADE TO ALL ADJOINING CURBS AND SIDEWALKS. 10. PAVEMENT SECTIONS SHOWN ARE MINIMUM AND SUBJECT TO REVISION AND APPROVAL OF THE 173" LF CITY AS REQUIRED BY SOILS TEST TAKEN AFTER COMPLETION OF PRECISE GRADING. 15 11. ALL UNDERGROUND WORK SHALL BE COMPLETED PRIOR TO PAVING. TN 12. REFER TO CITY OF FONTANA, UNDERGROUND UTILITY LOCATION STANDARD DETAIL 129. REMOVE EXIST. TREE 13. THE CONTRACTOR(S) SHALL COORDINATE CONSTRUCTION WITH ALL UTILITIES AND OTHER L3 17 IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRICAL, LIGHTING, 75 LF TELEVISION CABLE, LANDSCAPING, LANDSCAPING IRRIGATION, DOMESTIC WATER, RECLAIMED 18 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. NS -B CASE C WATER, SEWER, STORM DRAINAGE, FLOOD CONTROL SYSTEMS, RAILROAD, ETC. EA 14. "AS -BUILT" DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE CITY OF FONTANA CONSTRUCT WROUGHT IRON FENCE PER DETAIL O7 1,570 AT COMPLETION OF WORK. PLANTING DETAILS 15. ALL EXISTING VALVE CANS SHALL BE ADJUSTED TO GRADE DURING PAVING PER STD. BB � Q LF DETAIL 130 AND MANHOLES PER STD. 109. 21 16. SOIL STERLIANT REQUIRED UNDER ALL A.C. PAVEMENT AND CONCRETE. LF 17. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REQUIRED REINFORCING STEEL CONSTRUCT GUTTER PER DETAIL 3O 30 HAS BEEN PLACED, INSPECTED AND APPROVED, BY THE CITY ENGINEER. 18. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH 95 LF SHALL BE EFFECTIVELY GUARDED BY A SHORING SYSTEM, SLOPING OF THE GROUND OR 24 CONSTRUCT 4" CONCRETE PAVEMENT OTHER EQUIVALENT MEANS. TRENCHES LESS THAN FIVE (5) FEET IN DEPTH SHALL ALSO 19 BE GUARDED WHEN EXAMINATION INDICATES HAZARDOUS GROUND MOVEMENT MY BE CONSTRUCT WHEELCHAIR RAMP PER DETAIL O4 2 EXPECTED. /1�0. i 19. THE CONTRACTOR(S) SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH 2 EA WORK AS DESCRIBED IN NOTE 18 ABOVE FROM CALIFORNIA STATE DIVISION OF INDUSTRIAL Q - �N�TALLLOIffE%',, MODEL N0. 2S2 /ODU,BLE LOAOEDJ, Q/' Ai*9EfrY�s/iY B/C!'�LE SECUf?/Tv GZ�i�PA/YY, CO��E7E !y/Tf! ZOf/rE� NO. o` P,9pG0�/f' PE,Y SAFETY. SEE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SECTION SEA 306-1.1.6. 40, - 0000W 20. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY'S EARTHWORK QUANTITY ESTIMATE (RAW) INSPECTOR. 21. IN ACCORDANCE WITH THE CITY OF FONTANA POLICY, ALL FILLS WITHIN THE PUBLIC RIGHT OF WAY CUT c FILL c SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY (ASTM D-1557) WITH A S.E. OF 30 MIN. 22. ALL BACKFILL TO BE CERTIFIED BY SOILS ENGINEER. 9,950 543 23. CONTRACTOR SHALL NOT OPERATE ANY MAIN LINE WATER VALVE. ELE 24. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT BEFORE START OF CONSTRUCTION (800) 422-4133. SOU 7951 25. CONTRACTOR SHALL POT HOLE AND VERIFY EXISTING LOCATION OF UTILITIES AS NECESSARY FON TO IDENTIFY LOCATION. (714 26. CONTRACTOR IS ADVISED THAT ADDITIONAL UNDERGROUND SEWER, STORM DRAIN AND WATER SYSTEM CON LINES MAY BE INSTALLED THAT DO NOT APPEAR ON THESE PLANS. THESE ADDITIONAL LINES GA5 ARE CURRENTLY UNDER CONSTRUCTION. CONTRACTOR IS TO COORDINATE THIS SET OF PLANS SOU WITH THOSE NEW UTILITY LINES AS NECESSARY. 32 232,r- UTILITY NOTES 1. INFORMATION ON THE DRAWINGS RELATING TO EXISTING UTILITY LINES AND SERVICES IS FROM THE BEST SOURCES PRESENTLY AVAILABLE. ALL SUCH INFORMATION IS FURNISHED ONLY FOR INFORMATION AND IS NOT GUARANTEED. THE CONTRACTOR SHALL EXCAVATE TEST PITS AS REQUIRED TO DETERMINE EXACT LOCATIONS OF EXISTING UTILITIES. 2. THE CONTRACTOR IS ADVISED OF THE EXISTENCE OF THE UTILITY NOTIFICATION SERVICE PROVIDED BY UNDERGROUND SERVICE ALERT (USA). USA MEMBER UTILITIES WILL PROVIDE THE CONTRACTOR WITH THE PRECISE LOCATIONS OF THEIR SUBSTRUCTURES IN THE CONSTRUCTION AREA WHEN THE CONTRACTOR GIVES AT LEAST 48 HOURS NOTICE TO THE UNDERGROUND SERVICE ALERT BY CALLING 1-800-422-4133. 3. THE CONTRACTOR SHALL NOTIFY THE FOLLOWING AGENCIES AT LEAST 48 HOURS IN ADVANCE OF EXCAVATING AROUND ANY OF THEIR STRUCTURES. THE UTILITY COMPANIES LISTED CAN BE CONTACTED AS INDICATED. 4. THE CALIFORNIA PUBLIC UTILITIES COMMISSION MANDATES THAT, IN THE INTEREST OF PUBLIC SAFETY, MAIN LINE GAS VALVES BE MAINTAINED IN A MANNER TO BE READILY ACCESSIBLE AND IN GOOD OPERATING CONDITION. THE CONTRACTOR SHALL NOTIFY THE SOUTHERN CALIFORNIA GAS COMPANY'S HEADQUARTERS PLANNING OFFICE AT (714) 634-3258 AT LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF CONSTRUCTION. CTRL THERN CALIFORNIA EDISON CO. REDWOOD TANA, CA 92336 )357-6231 TACT: HAL STEWART THERN CALIFORNIA GAS CO. 5 CRENSHAW BOX 2815 ZANCE, CA 90509-2815 )781-8487 FACT: WILLIS DEL PERDANG ) PLANNER 1 VALLEY BOULEVARD "ANA, CA 92335 FACT: LOUIS WESTFALL R r SAN BERNARDINO COUNTY =R DISTRICT W. BASELINE, BLDG B BOX 920 TO, CA. 92376 )875-1804 FACT: LEON LONG t AND RIDE FACILITY, PARCEL 13 OF PARCEL MAP 12195 IN THE CITY OF FONTANA COUNTY OF SAN BERNARDINO man TELEPHONE PACIFIC BELL 3939 E. CORONADO STREET ANAHEIM', CA. 92807 (714) 999-5449 CONTACT: TOM YORK SEWER CITY OF FONTANA 8353 SIERRA AVENUE P.O. BOX 518 FONTANA, CA. 92335 (714) 350-7610 SOUTHERN PACIFIC TRANSPORTATION COMPANY (SPPR) (213) 780-6967 CONTACT: BOB PRANCE CITY BENCHMARK No. 296 A BOAT NAIL SET IN SIDEWALK AT THE NW CORNER OF THE INTERSECTION OF SIERRA AVENUE & THE BRIDGE (N/O SLOVER AVENUE). ELEV. 1137.71 1967 (17550 SLOVER AVENUE) SHEETS 2 & 4 SLOVER AVENUE SLUVLK LTE/_'2- //1/5'7X z L Ti F,�F� C' B�lf�i4'/CA.O�" f'Ef��-� �-v r- ...�;T. 4! = � 5__1009 %NS'T.4LL PED�ST�,'/�!/Y ,Bi4/�i`�/C•�,DE PES'-CALTR•4/Y.S' .ST�I/Y,D�Ifr'.0 E.�'-.� f SHEETS 3 & 5 N Q NDEX MAP .......................... N.T.S. s RECORD DRAWING The information on this drawing is obtained from others and must be verified in the field by anyone prior to use or construction. HALL & FOREMAN, INC. is not responsible for I facility locations nr depictions. All aboveground DRAWING LIST facilities Can be readily seen and verified by the parties that. intend- to use same. SHEET N0. DRAWING N0. DRAWING NAME y CIVIL 1 C-1 TITLE SHEET 2 & 3 C-2 & C-3 PRECISE GRADING PLANS A o. G r% .t 4. r% � LJ/l�l�/'1AITAI nnniToni of nnic LEGEND CONSTRUCTION NOTES & QUANTITY ESTIMATES H OR 1 ZON TML CONTROL P LAN S T.C. TOP OF CURB ELEVATION ITEM DESCRIPTION QUANTITY UNIT O1 CONSTRUCT 6" CONC. CURB ONLY PER CITY OF FONTANA STD. DETAIL 101. 2,236 LF O2 CONSTRUCT 6" CURB &GUTTER PER CIN OF FONTANA STD. DETAIL 101. 1,246 LF & O3 CONSTRUCT CROSS -GUTTER AND SPANDREL PER CITY OF FONTANA STD. DETAIL 104. 1,540 SF FINISH GROUND ELEVATION O4 CONST 8" CURB AND GUTTER PER CITY STD 101 01 ,� LF DETAILS O5 CONSTRUCT AC OVER COMPACTED NATIVE. C� 95 % TN O6 CONSTRUCT 5" AC OVER 12" COMPACTED NATIVE. @ �i5 % 2Q TN O7 CONSTRUCT REDWOOD HEADER XX.X OS 2Q X., -O- EA H.P. O9 PROTECT EXISTING IN PLACE & - S-1.1 & 1.2 10 REMOVE EXISTING AC PAVEMENT 18,000 SF 11 11 REMOVE EXISTING CONC. DRIVEWAY APRON 176 SF EXISTING SPOT ELEVATION 12 REMOVE &RELOCATE EXIST. FIRE HYDRANT ASSEMBLY (BY WSBCWD) 1 EA 13 REMOVE &RELOCATE EXIST. RECT. SIDEWALK DRAIN PER DETAIL 5O 1 EA 14 SAW CUT EXIST. PAVEMENT 173" LF 12 15 CONSTRUCT FULL DEPTH AC PATCH (MIN. 1' WIDE, 1' DEEP) 11 TN T.W. 16 REMOVE EXIST. TREE 1 EA L3 17 REMOVE EXIST. CONCRETE CURB &GUTTER 75 LF & 18 CONSTRUCT HANDICAP RAMP PER CALTRANS STD. NS -B CASE C 2 EA INDICATES PROPOSED SLOPE 19 CONSTRUCT WROUGHT IRON FENCE PER DETAIL O7 1,570 LF PLANTING DETAILS 20 CONSTRUCT 8" CURB PER CITY STD. 101 BB � Q LF 21 CONSTRUCT 3' WIDE CONCRETE CULVERT PER DETAIL O2 1,400 LF 22 CONSTRUCT GUTTER PER DETAIL 3O 30 LF 23 CONSTRUCT 5' WIDE CROSS -GUTTER ONLY PER CITY STD. 104 95 LF E1 24 CONSTRUCT 4" CONCRETE PAVEMENT EXISTING CONTOUR 19 25 CONSTRUCT WHEELCHAIR RAMP PER DETAIL O4 2 EA /1�0. i 26 CONSTRUCT 2" WATER SERVICE FOR IRRIGATION BY WSBCWD) 2 EA SITE POWER PLAN Q - �N�TALLLOIffE%',, MODEL N0. 2S2 /ODU,BLE LOAOEDJ, Q/' Ai*9EfrY�s/iY B/C!'�LE SECUf?/Tv GZ�i�PA/YY, CO��E7E !y/Tf! ZOf/rE� NO. o` P,9pG0�/f' PE,Y �- SEA E4 40, - 0000W -- BL-/��ELOC.��E��/L EARTHWORK QUANTITY ESTIMATE (RAW) CUT c FILL c 9,950 543 SLUVLK LTE/_'2- //1/5'7X z L Ti F,�F� C' B�lf�i4'/CA.O�" f'Ef��-� �-v r- ...�;T. 4! = � 5__1009 %NS'T.4LL PED�ST�,'/�!/Y ,Bi4/�i`�/C•�,DE PES'-CALTR•4/Y.S' .ST�I/Y,D�Ifr'.0 E.�'-.� f SHEETS 3 & 5 N Q NDEX MAP .......................... N.T.S. s RECORD DRAWING The information on this drawing is obtained from others and must be verified in the field by anyone prior to use or construction. HALL & FOREMAN, INC. is not responsible for I facility locations nr depictions. All aboveground DRAWING LIST facilities Can be readily seen and verified by the parties that. intend- to use same. SHEET N0. DRAWING N0. DRAWING NAME y CIVIL 1 C-1 TITLE SHEET 2 & 3 C-2 & C-3 PRECISE GRADING PLANS A o. G r% .t 4. r% � LJ/l�l�/'1AITAI nnniToni of nnic LEGEND 0 4ROFESS��N9 � Z � No. 42076 xp.3/31 /96 sgrF cIVIV �F CA1.�F 22 E5 LIGHTING CONTROL DIAGRAMS &NOTES 23 E6 SINGLELINE DIAGRAM PANEL SCHEDULES 7A C� CITC C/'1 TAAIf11 C /SAI /NI II ATIlIAI QUgNT/TYL//YlT PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 1. 1HE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS ,ND 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 OWNER AND THE ENGINEER HARMLESS FROM ANY -AND ALL LIABILTY, 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. 2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." Underground Service Alert ORE rOG Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG J «- �, 0,1 � F �U�,,�IN U L � L VhIJVL/yI1VIVJ � /) r_ �,,� „��,,,�, �„�,,,,.,,�, CITY OF FONTANA, CALIFORNIA � ' Z-4 AddEv aETA�c �O,c� G,�faa�i�u 5/c�,N�,� 3 AdDE/� dh�Y �'�ETAfL S 142 CO/Y5T /1/OTE'- REVISIONS El -- got# GI DRAWN BY PARK AND RIDE FACILITY SCALE: 3=7 9y - 2.�•lq.•ja ' DESIGNED BY PARCEL 13, P.M. ,12195 HORIz.: 1" 30''� 3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) �'g4 - ,�G+¢ ' 46W, 2'. m. � CIVIL ENGINEERING LAND PLANNING LAND SURVEYING BE f1/D:R� 1•1Sog3 CHECKED BY TITLE SHE,ET DATE: f PREPARED UNDER THE SUPERVISION OF: JCH 17550 SLOVER AVENUE /9 •�9.y3 JOB N0. r'/? /23i- DR. N0. DWG. N0. DATE CITY pq� ROBERT C. EVERSON R.C.E. C-42076 DATE: 4013-045 APPROVEDti, ea IT ,, (� C - 1 APPROVAL cog CITY ENGINEER R.C.E. ZS/1a SH T NO. 1,,, OF 2,8 - - H OR 1 ZON TML CONTROL P LAN S T.C. TOP OF CURB ELEVATION F.S. FINISHED SURFACE ELEVATION SIGNING & STRIPING F.L. FLOW LINE ELEVATION 6 & 7 A-1.1 & 1.2 PLANS F.G. FINISH GROUND ELEVATION 8 A-1.3 DETAILS SHEET MATCH LINE TRACT BOUNDARY / PROPERTY LINE LIGHT FOUNDATION XX.X PAD ELEVATION H.P. HIGH POINT ELEVATION 9 & 10 S-1.1 & 1.2 PLANS DIRECTION OF FLOW 11 S-1.3 DETAILS XX' EXISTING SPOT ELEVATION -fZ_L_ RIDGE LINE LANDSCAPE & IRRIGATION G.B. GRADE BREAK 12 & 13 L1 & L2 IRRIGATION PLANS T.W. TOP OF WALL 14 L3 IRRIGATION DETAILS T.F. TOP OF FOOTING 15 & 16 L4 & L5 PLANTING PLANS INDICATES PROPOSED SLOPE 17 L6 PLANTING DETAILS INDICATES RETAINING WALL -! XX PROPOSED FINISHED GRADE CONTOUR ELECTRICAL 18 E1 NOTE SHEET �x��------� EXISTING CONTOUR 19 E2 SPECIFICATION SHEET Er /1�0. i 20 E3 SITE POWER PLAN _.5 111a.DRAM//NCS 4 iWA�1IIV2G 111AAeZ_ 21 E4 SITE LIGHTING PLAN -- BL-/��ELOC.��E��/L 0 4ROFESS��N9 � Z � No. 42076 xp.3/31 /96 sgrF cIVIV �F CA1.�F 22 E5 LIGHTING CONTROL DIAGRAMS &NOTES 23 E6 SINGLELINE DIAGRAM PANEL SCHEDULES 7A C� CITC C/'1 TAAIf11 C /SAI /NI II ATIlIAI QUgNT/TYL//YlT PRIVATE ENGINEER'S NOTICE TO CONTRACTORS 1. 1HE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE ESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS ,ND 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 OWNER AND THE ENGINEER HARMLESS FROM ANY -AND ALL LIABILTY, 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. 2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES. 3. THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS." Underground Service Alert ORE rOG Call: TOLL FREE 1-800 422-4133 TWO WORKING DAYS BEFORE YOU DIG J «- �, 0,1 � F �U�,,�IN U L � L VhIJVL/yI1VIVJ � /) r_ �,,� „��,,,�, �„�,,,,.,,�, CITY OF FONTANA, CALIFORNIA � ' Z-4 AddEv aETA�c �O,c� G,�faa�i�u 5/c�,N�,� 3 AdDE/� dh�Y �'�ETAfL S 142 CO/Y5T /1/OTE'- REVISIONS El -- got# GI DRAWN BY PARK AND RIDE FACILITY SCALE: 3=7 9y - 2.�•lq.•ja ' DESIGNED BY PARCEL 13, P.M. ,12195 HORIz.: 1" 30''� 3170 REDHILL AVENUE COSTA MESA, CA 92626-3428 (714) �'g4 - ,�G+¢ ' 46W, 2'. m. � CIVIL ENGINEERING LAND PLANNING LAND SURVEYING BE f1/D:R� 1•1Sog3 CHECKED BY TITLE SHE,ET DATE: f PREPARED UNDER THE SUPERVISION OF: JCH 17550 SLOVER AVENUE /9 •�9.y3 JOB N0. r'/? /23i- DR. N0. DWG. N0. DATE CITY pq� ROBERT C. EVERSON R.C.E. C-42076 DATE: 4013-045 APPROVEDti, ea IT ,, (� C - 1 APPROVAL cog CITY ENGINEER R.C.E. ZS/1a SH T NO. 1,,, OF 2,8