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HomeMy WebLinkAbout3100-1CITY OF FONTANA GENERAL NOTES FOR CITY OF FONTANA STORM DRAIN IMPROVEMENT PLANS GENERAL NOTES (CONT'D) 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK") ALL CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR UNLESS OTHERWISE NOTED. LOCATIONS SHOWN ON THE PLANS. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT 27. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE PROVISIONS IN THE "GREEN ''BOOK", THE CONTRACTOR SHALL IMMEDIATELY ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. 28. NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND 3. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND CITY ENGINEER. APPROVED. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. TESTED AND APPROVED PRIOR TO PAVING OF STREETS. STORP& 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA 30. APPROVED SOIL STERILANT IS REQUIRED UNDER ALL NEW ASPHALT COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE PAVEMENT PRIOR TO PLACEMENT. START OF ANY WORK. INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE. START OF ANY WORK IN PUBLIC 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350- 7610. SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL 32. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC DIRECTED BY THE TRAFFIC ENGINEER. CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN ENGINEER. OF FONTANA [�)I,l��IN i!L10-Nk i BARRICADES, DELINEATORS OR OTHER TRAFFICCONTROL DEVICES AT ALL 33. AS -BUILT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TIMES. TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE 34. MINIMUM D -LOAD FOR ALL RCP IS 1350. \ CALIFORNIA STATE DIVISION OF INDUSTRIAL SAFETY. 9. THE WALLS AND FACES OF ALL EXCAVATIONS GREATER THAN FIVE (5) FEET IN DEPTH SHALL BE GUARDED BY SHORING, SLOPING OF THE GROUND OR OTHER. APPROVED MEANS PURSUANT TO THE REQUIREMENTS OF THE DIVISION OF INDUSTRIAL SAFETY OF THE STATE OF CALIFORNIA. TRENCHES LESS THAN - _ _ FIVE (5) FEET SHALL ALSO BE GUARDED WHEN THE POTENTIAL EXISTS FOR _ :- _ ___- _ _ _ -_- PGS' GROUND MOVEMENT- PRIVATE - - Et - - - --------- --,� '� R ATE ENGINEERS NOTICE TO CONTRACTORS _ _ - - 1�_.�ypcN �' 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF 1. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE _ WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF '_- - --"- _ _ _ OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS _ _'-------------------- CONSTRUCTION - _.� AND PROPERTY. THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY " " - - - - - - - - - --- - ------ 11.____ ' - - - - - - -- - `��\` THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM _ \\ �\ \ AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE _'_vii - - - - - - - - - "_'_'.-_'_ -'_ _ - - -- -- - _ ♦ �` CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE AGENCY AND THE - --"-' '_ _'_ _ _ - - - OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID ENGINEER HARMLESS FROM ANY AND ALL LIABILTY, REAL OR ALLEGED, -.-_- - - - -"- DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE♦�` ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION.\ \ AGENCY OR THE ENGINEER. Sheets-...,/ 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY Z & 6 p�J ♦��`��\�` COMPANIES INCLUDING, BUT NOT LIMITED T0, GAS, TELEPHONE, ELECTRIC, CABLE 2 THE ENGINEER PREPARING THESE PLANS WILL NOT BE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED �, RESPONSIBLE FOR, OR LIABLE FOR, UNAUTHORIZED CHANGES OR USES OF �, %��\, WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS. ALL UTILITY � COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND AROUND THEIR FACILITIES. MUST BE APPROVED BY THE PREPARER OF THESE PLANS. G o � \ 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL UNDERGROUND UTILITIES & STRUCTURES COORDINATE WITH THE APPROPRIATE WATER COMPANY FOR VALVE OPERATION AND WATER REQUIREMENTS. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN IN THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. THESE LOCATIONS ARE 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE APPROXIMATE AND SHALL BE CONFIRMED BY THE CONTRACTOR SO THAT ANY NECESSARY /�� ��� 0 OTHERWISE NOTED. ADJUSTMENT CAN BE MADE IN ALIGNMENT AND/OR GRADE OF THE PROPOSED IMPROVEMENT. !+ + THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE UTILITIES SHOWN AND ANY OTHER LINES SHOWN AND ANY OTHER LINES NOT ON RECORD OR ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE NOT SHOWN ON THESE PLANS. THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE THESE LINES OR STRUCTURES. PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING INDEX MAP CONSTRUCTION. SCALE: 1"=150' 25. NO OPEN TRENCH -SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. SHEET NO. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, 1981 LUGONIA AVE. 8353 SIERRA AVE. 7 COVER SHEET MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY REDLANDS, CA 92374 (909) 335-7744 FONTANA, CA. 92335 PLAN & PROFILE STATION 8+09.51 TO 12+75.00, SIGNING & STRIPING 3 ENGINEER. 7 (909) 350-6632 SAN GABRIEL VALLEY MUNICIPAL OF 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING EMERGENCIES: (80.0) 427-2200 ATTN: CARLOS NAVARRO WATER DISTRICT 7 SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY _ OF P.O. BOX 1299AZUSA, CHANNEL ACCESS ROAD IMPROVEMENT PLAN A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY OF 7 CA. 91702-1299 , CA. 911 190 MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION CABLE CO. SPRINT (626} (626)ATTN: SAWCUT VERTICAL AND HORIZONTAL SURFACES AS NECESSARY FOR A SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK UTILITY PURVEYORS: DARIN J. KASAMOTO S. PApFlC PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED COMCAST CABLE EMERGENCIES: (800) 521-0579 NEUE FOR LATER REPLACEMENT OF THE MONUMENT. 1205 DUPONT AVE. 1080 SF _11,f CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING ELECTRIC TELEPHONE WATER LF 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND (909) 390-4738 O CONSTRUCT TEMPORARY BULKHEAD PER DETAILS ON SHT. 7. 2 BUSINESSES AT ALL TIMES, A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT SOUTHERN CALIFORNIA EDISON CO. PACIFIC BELL CUCAMONGA COUNTY WATER DISTRICT CONSTRUCT 3- A.C. OVER COMPACTED NATIVE. ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY 300 N. PEPPER AVE. ` "' 3939 EAST CORONADO ST 10440 ASHFORD STREET 11 VEHICLES. RIALTO, CA..92376 SECOND FLOOR RANCHO CUCAMONGA, CA. 91730 12 UNDERGROUND: (909) ,357-6233 ANAHEIM, CA. 92807 (909) 987-2591 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF TRANSMISSIONS: (909) 875-5100 714 666-5500 410 LF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. PIPELINES: (213) 657-1233 7143 666-8806 FAX FONTANA WATER COMPANY 1 EA DISTRIBUTION: (909) 357-6233 ATTN: LARRY SIGNAIGO 15 REMOVE EXISTING A.C. BERM. 430 LF ATTN: AL KROHN 16 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT 1 EA 8440 NUEVO AVENUE OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT GAS SEWER FONTANA, CA. 92235 TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN DISTRICT BOUNDARY FENCING SPEC. DRWG. I AND CHANNEL WALL FENCING (909) 822-2201 APPROVAL. SOUTHERN CALIFORNIA GAS CO. CITY OF FONTANA FAX: (909) 823-5046 25. NO OPEN TRENCH -SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. SHEET NO. DESCRIPTION 1981 LUGONIA AVE. 8353 SIERRA AVE. 7 COVER SHEET 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF REDLANDS, CA 92374 (909) 335-7744 FONTANA, CA. 92335 PLAN & PROFILE STATION 8+09.51 TO 12+75.00, SIGNING & STRIPING 3 THE CITY INSPECTOR. 7 (909) 350-6632 SAN GABRIEL VALLEY MUNICIPAL OF 7 EMERGENCIES: (80.0) 427-2200 ATTN: CARLOS NAVARRO WATER DISTRICT 7 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION. 6 OF P.O. BOX 1299AZUSA, CHANNEL ACCESS ROAD IMPROVEMENT PLAN FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF OF 7 CA. 91702-1299 , CA. 911 190 THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. CABLE CO. SPRINT (626} (626)ATTN: SAWCUT VERTICAL AND HORIZONTAL SURFACES AS NECESSARY FOR A FONTANA DARIN J. KASAMOTO S. PApFlC 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM COMCAST CABLE EMERGENCIES: (800) 521-0579 NEUE UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE 1205 DUPONT AVE. 1080 SF _11,f CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING ONTARIO, CA. 91761 CONSTRUCT 8" PARAPET WALL PER DETAILS 2/5 AND 3/5. 77 LF OR LEAVING IMPROVEMENTS. (909) 390-4738 O CONSTRUCT TEMPORARY BULKHEAD PER DETAILS ON SHT. 7. 2 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND 10 CONSTRUCT 3- A.C. OVER COMPACTED NATIVE. FINISH TO MATCH EXISTING CONCRETE. SF 25. NO OPEN TRENCH -SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. SHEET NO. DESCRIPTION 1 OF 7 COVER SHEET 2 OF 7 PLAN & PROFILE STATION 8+09.51 TO 12+75.00, SIGNING & STRIPING 3 OF 7 CHANNEL WALL AND RC BOX DETAILS 4 OF 7 CHANNEL CONNECTION AND RC BOX DETAILS 5 OF 7 CHANNEL CONNECTION AND RC BOX DETAILS 6 OF 7 CHANNEL ACCESS ROAD IMPROVEMENT PLAN 7 OF 7 TEMPORARY BULKHEAD DETAILS 190 LF /y TV < 3' TRAIL CENTERLINE STRIPE 4" YELLOW (24_DETAIL "A� 00//SSI TE � p�4�c 00 FOOTHILL AVENUE COUNTY OF SAN BERNARDINO VICINITY MAP N.T.S. LEGEND H.P. HIGH POINT T.C. TOP OF CURB ELEVATION F.S. FINISHED SURFACE ELEVATION F.L FLOW LINE ELEVATION ---- TRACT BOUNDARY / PROPERTY LINE DIRECTION OF FLOW XX'X EXISTING SPOT ELEVATION G.B. GRADE BREAK O.C. ON CURB ANG. PT. ANGLE POINT B.C. BEGIN CURVE E.C. END OF CURVE W WATER S SEWER T.W. TOP OF WALL T.F. TOP OF FOOTING INV INVERT -77- PROPOSED CONTOUR 3 - DETAIL NUMBER 5 - SHEET DETAIL ON BASIS OF BEARINGS THE BEARING SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF PARCEL 1 BEING N43'32'00"E PER PARCEL MAP NO. 10520 FILED IN BOOK 121 PAGES 11 THROUGH 14, INCLUSIVE OF PARCEL MAPS, RECORDS OF SAN BERNARDINO COUNTY. BENCH MARK: TOP REINFORCING ROD IN FLOOD CONTROL RETAINING WALL SW COR. BANANA & FOOTHILL #67-5 ELEV. 1214.17 9/67 iii REV. REVISION DESCRIPTION DATE ENGR. CITY DATE p O SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALIFORNIA o Y QR4FESS/0 �❑ ❑ - reman ne. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL U La 9l N Y BASE LINE AVENUE o > Civil 'Engineering Planning Surve in - Public Works tVN%#4VVVVVVVVVVVVV"~ AWN~SHOWN HEREON AND �Af�fIED FORTH IN A DILIGENT MANNER, 9 9 9 Y 9 DRAWN BY: SCALE: E m RLM REF MFP 10' x 8' RCB 3TOF�A DRAM NPROVEAES AS SHOWN �'CN DIAL �r _ --___- No. 24573 �► 9130 Anaheim PI Ste 120 Rancho Cucamonga, CA 91730-5465.909-484-9090 ���� BY- COVER MN Two WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Ex 12/31/05 PREPARED NDER THE DATE: A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ,rr P U �/� SUPERVISION OF. c o BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `�qj�, C►V1L ����'��'' l2 -l3 ' d2 CHECKED BY APPRo BY. DWG NO.- W N RLB SHEET - 4- LO STANDARDS IN EFFECT. OF CA��F� RICHARD L BOWMAN R.C.E. 24573 DATE: RL �.�.�s 2 s a� -3100 wi CITY ENGINEER R.C.E. 51152 DATE: % �� I Construction Notes and Estimated Quantities* d^ � ITEM DESCRIPTION QUANTITY O1 CONSTRUCT 10'x8' SINGLE REINFORCED CONCRETE BOX PER DETAIL 1/3. 265 LF ,W,, O2 CONSTRUCT CONCRETE CHANNEL WALL PER DETAIL 2/3. 127 -LF F< O3 JOIN EXISTING CONCRETE CHANNEL WALL PER DETAIL' 3/4. 2 EA O5 REMOVE EXISTING CHANNEL WALL BETWEEN STATIONS 8+08.48 AND 9+98.86 190 LF /y TV < o SAWCUT VERTICAL AND HORIZONTAL SURFACES AS NECESSARY FOR A FONTANA S. PApFlC CLEAN REMOVAL Uj Wm NEUE CONSTRUCT CONCRETE CHANNEL INVERT SLAB. 1080 SF _11,f - O7 CONSTRUCT 8" PARAPET WALL PER DETAILS 2/5 AND 3/5. 77 LF O CONSTRUCT TEMPORARY BULKHEAD PER DETAILS ON SHT. 7. 2 EA 10 CONSTRUCT 3- A.C. OVER COMPACTED NATIVE. 12,200 SF 11 CONSTRUCT A.C. BERM PER DETAIL 11/6. 435 LF 12 REMOVE EXISTING A.C. PAVEMENT. 10,850 SF 13 REMOVE EXISTING 6' CHAIN LINK FENCE, SALVAGE AND RELOCATE IN SAME LOCATION. 410 LF 14 REMOVE EXISTING DOUBLE CHAIN LINK FENCE GATE, SALVAGE AND RELOCATE IN SAME LOCATION. 1 EA 15 REMOVE EXISTING A.C. BERM. 430 LF 16 REMOVE FENCE AND REPLACE WITH END BRACE PER DETAIL 16/6. 1 EA 17 INSTALL CHAIN LINK FENCE PER SAN BERNARDINO COUNTY FLOOD CONTROL 215 LF DISTRICT BOUNDARY FENCING SPEC. DRWG. I AND CHANNEL WALL FENCING SPEC. DRWG. II. SEE SHEET 4 FOR LOCATION. 18 NOT USED - LS 19 NOT USED - EA 20 NOT USED - LS 21 NOT USED - SF 0 NOT USED - LF 23 NOT USED - SIF ©4 APPLY TRAIL CENTERLINE STRIPE PER DETAIL -A- HEREON. 450 LF 25 APPLY 120 WHITE- STOP BAR/CROSSWALK. 10 LF 26 APPLY "STOP- (48"x38") PAVEMENT LEGEND PER CALTRANS STANDARD PLAN A24D. 1 EA 27 REMOVE EXISTING SIGNS AND REPLACE IN SAME LOCATION. 3 EA QUANTITIES SHOWN ON THESE PLANS ARE FOR ESTIMATING PURPOSES ONLY. CONTRACTORS SHALL RUN THEIR OWN QUANTITIES AND BID A COMPLETE JOB_ 00//SSI TE � p�4�c 00 FOOTHILL AVENUE COUNTY OF SAN BERNARDINO VICINITY MAP N.T.S. LEGEND H.P. HIGH POINT T.C. TOP OF CURB ELEVATION F.S. FINISHED SURFACE ELEVATION F.L FLOW LINE ELEVATION ---- TRACT BOUNDARY / PROPERTY LINE DIRECTION OF FLOW XX'X EXISTING SPOT ELEVATION G.B. GRADE BREAK O.C. ON CURB ANG. PT. ANGLE POINT B.C. BEGIN CURVE E.C. END OF CURVE W WATER S SEWER T.W. TOP OF WALL T.F. TOP OF FOOTING INV INVERT -77- PROPOSED CONTOUR 3 - DETAIL NUMBER 5 - SHEET DETAIL ON BASIS OF BEARINGS THE BEARING SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF PARCEL 1 BEING N43'32'00"E PER PARCEL MAP NO. 10520 FILED IN BOOK 121 PAGES 11 THROUGH 14, INCLUSIVE OF PARCEL MAPS, RECORDS OF SAN BERNARDINO COUNTY. BENCH MARK: TOP REINFORCING ROD IN FLOOD CONTROL RETAINING WALL SW COR. BANANA & FOOTHILL #67-5 ELEV. 1214.17 9/67 iii REV. REVISION DESCRIPTION DATE ENGR. CITY DATE p O SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALIFORNIA o Y QR4FESS/0 �❑ ❑ - reman ne. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL U La 9l N Y BASE LINE AVENUE o > Civil 'Engineering Planning Surve in - Public Works tVN%#4VVVVVVVVVVVVV"~ AWN~SHOWN HEREON AND �Af�fIED FORTH IN A DILIGENT MANNER, 9 9 9 Y 9 DRAWN BY: SCALE: E m RLM REF MFP 10' x 8' RCB 3TOF�A DRAM NPROVEAES AS SHOWN �'CN DIAL �r _ --___- No. 24573 �► 9130 Anaheim PI Ste 120 Rancho Cucamonga, CA 91730-5465.909-484-9090 ���� BY- COVER MN Two WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Ex 12/31/05 PREPARED NDER THE DATE: A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ,rr P U �/� SUPERVISION OF. c o BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `�qj�, C►V1L ����'��'' l2 -l3 ' d2 CHECKED BY APPRo BY. DWG NO.- W N RLB SHEET - 4- LO STANDARDS IN EFFECT. OF CA��F� RICHARD L BOWMAN R.C.E. 24573 DATE: RL �.�.�s 2 s a� -3100 wi CITY ENGINEER R.C.E. 51152 DATE: % �� I d^ � HIGHLAND AVENUE is ,W,, 0 j F< W W /y TV < o FONTANA S. PApFlC RAILROAD Uj Wm NEUE BASE LINE AVENUE CITY OF _11,f - RANCHO r// 00//SSI TE � p�4�c 00 FOOTHILL AVENUE COUNTY OF SAN BERNARDINO VICINITY MAP N.T.S. LEGEND H.P. HIGH POINT T.C. TOP OF CURB ELEVATION F.S. FINISHED SURFACE ELEVATION F.L FLOW LINE ELEVATION ---- TRACT BOUNDARY / PROPERTY LINE DIRECTION OF FLOW XX'X EXISTING SPOT ELEVATION G.B. GRADE BREAK O.C. ON CURB ANG. PT. ANGLE POINT B.C. BEGIN CURVE E.C. END OF CURVE W WATER S SEWER T.W. TOP OF WALL T.F. TOP OF FOOTING INV INVERT -77- PROPOSED CONTOUR 3 - DETAIL NUMBER 5 - SHEET DETAIL ON BASIS OF BEARINGS THE BEARING SHOWN HEREON ARE BASED ON THE NORTHWESTERLY LINE OF PARCEL 1 BEING N43'32'00"E PER PARCEL MAP NO. 10520 FILED IN BOOK 121 PAGES 11 THROUGH 14, INCLUSIVE OF PARCEL MAPS, RECORDS OF SAN BERNARDINO COUNTY. BENCH MARK: TOP REINFORCING ROD IN FLOOD CONTROL RETAINING WALL SW COR. BANANA & FOOTHILL #67-5 ELEV. 1214.17 9/67 iii REV. REVISION DESCRIPTION DATE ENGR. CITY DATE p O SHOULD CONSTRUCTION OF THE REQUIRED IMPROVEMENTS NOT CITY OF FONTANA, CALIFORNIA o Y QR4FESS/0 �❑ ❑ - reman ne. COMMENCE WITHIN TWO YEARS OF THE DATE OF APPROVAL U La 9l N Y BASE LINE AVENUE o > Civil 'Engineering Planning Surve in - Public Works tVN%#4VVVVVVVVVVVVV"~ AWN~SHOWN HEREON AND �Af�fIED FORTH IN A DILIGENT MANNER, 9 9 9 Y 9 DRAWN BY: SCALE: E m RLM REF MFP 10' x 8' RCB 3TOF�A DRAM NPROVEAES AS SHOWN �'CN DIAL �r _ --___- No. 24573 �► 9130 Anaheim PI Ste 120 Rancho Cucamonga, CA 91730-5465.909-484-9090 ���� BY- COVER MN Two WORKING THE CITY ENGINEER MAY REQUIRE REVISIONS TO THE PLANS TO Ex 12/31/05 PREPARED NDER THE DATE: A PUBLIC SERVICE BY UNDERGROUND SERVICE ALERT ,rr P U �/� SUPERVISION OF. c o BRING THEM INTO CONFORMANCE WITH CONDITIONS AND `�qj�, C►V1L ����'��'' l2 -l3 ' d2 CHECKED BY APPRo BY. DWG NO.- W N RLB SHEET - 4- LO STANDARDS IN EFFECT. OF CA��F� RICHARD L BOWMAN R.C.E. 24573 DATE: RL �.�.�s 2 s a� -3100 wi CITY ENGINEER R.C.E. 51152 DATE: % �� I