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Home My WebLink About3946-1GENERAL NOTES 1. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, THE CITY OF FONTANA STANDARD PLANS, THE CONTRACT PROVISIONS AND THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION ("GREEN BOOK'). ALL REFERENCE SPECIFICATIONS AND STANDARDS SHALL BE THE LATEST EDITION UNLESS OTHERWISE NOTED. 2. WHEN A TECHNICAL CONFLICT IS FOUND TO EXIST IN THE CONTRACT DOCUMENTS THAT CAN NOT BE RESOLVED BY REFERENCE TO PRECEDENCE PROVISIONS IN THE "GREEN BOOK", THE CONTRACTOR SHALL IMMEDIATELY REPORT SAID CONFLICT TO THE CITY ENGINEER FOR RESOLUTION. J. ALL MATERIALS AND METHODS ARE SUBJECT TO THE APPROVAL OF THE CITY ENGINEER. 4. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN PLACE ONE WEEK PRIOR TO IMPLEMENTING DETOURS. 5. CONSTRUCTION PERMITS SHALL BE OBTAINED FROM THE CITY OF FONTANA COMMUNITY DEVELOPMENT DEPARTMENT, ENGINEERING DIVISION PRIOR TO THE START OF ANY WORK, INSPECTION COORDINATION SHALL BE REQUESTED AT LEAST TWO WORKING DAYS PRIOR TO THE START OF ANY WORK IN PUBLIC RIGHT-OF-WAY WITHIN THE CITY LIMITS. CALL (909) 350-7610. 6. THE CONTRACTOR SHALL CONFORM TO ALL TRAFFIC CONTROL POLICIES, METHODS AND PROCEDURES DESCRIBED IN THE STATE OF CALIFORNIA MANUAL OF TRAFFIC CONTROLS, LATEST NON -METRIC EDITION UNLESS OTHERWISE DIRECTED BY THE CITY TRAFFIC ENGINEER. 7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAINTAIN BARRICADES, DELINEATORS OR OTHER TRAFFIC CONTROL DEVICES AT ALL TIMES. 8. THE CONTRACTOR SHALL OBTAIN A PERMIT TO PERFORM EXCAVATION OR TRENCH WORK FOR TRENCHES 5 FEET OR GREATER IN DEPTH FROM THE 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 GROUND MOVEMENT 10. NO MATERIAL OR EQUIPMENT SHALL BE STORED IN THE PUBLIC RIGHT OF WAY WITHOUT OBTAINING A SEPARATE PERMIT FOR THAT PURPOSE. 11. THE LOCATIONS OF UTILITIES SHOWN HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION, HOWEVER, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE, IN THE FIELD, THE TRUE LOCATION AND ELEVATION OF ANY EXISTING UTILITIES, AND TO EXERCISE PROPER PRECAUTION TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT AT 1-800-227-2600 TWO WORKING DAYS BEFORE EXCAVATION. 12. THE CONTRACTOR SHALL COORDINATE CONSTRUCTION WITH ALL UTILITY COMPANIES INCLUDING, BUT NOT LIMITED TO GAS, TELEPHONE, ELECTRIC, CABLE TELEVISION, LANDSCAPING, LANDSCAPE IRRIGATION, DOMESTIC WATER, RECLAIMED WATER, SEWER, STORM DRAIN, FLOOD CONTROL AND CALTRANS, ALL UTILITY COMPANIES SHALL BE GIVEN TWO WORKING DAYS NOTICE PRIOR TO WORK AROUND THEIR FACILITIES. 13. THE CONTRACTOR SHALL NOT OPERATE ANY FIRE HYDRANT OR WATER MAIN VALVES WITHOUT APPROPRIATE AGENCY AUTHORIZATION. CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE WATER COMPANY" FOR VALVE OPERATION AND WATER REQUIREMENTS. 14. STATIONING REFERS TO THE CENTERLINE OF STORM DRAIN EXCEPT WHERE OTHERWISE NOTED. 15. ADEQUATE CONSTRUCTION CONTROL STAKES SHALL BE SET BY THE ENGINEER TO ENABLE THE CONTRACTOR TO CONSTRUCT THE WORK TO THE PLAN GRADES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PRESERVATION OF BENCHMARKS AND CONSTRUCTION CONTROL STAKING DURING CONSTRUCTION. 16. THE CONTRACTOR SHALL NOT DISTURB EXISTING SURVEY MONUMENTS, MONUMENT TIES OR BENCH MARKS WITHOUT PRIOR NOTIFICATION TO THE CITY ENGINEER. 17. REMOVAL AND REPLACEMENT OF EXISTING SURVEY CONTROL, INCLUDING SURVEY MONUMENTS, MONUMENT TIES AND BENCH MARKS, SHALL BE DONE BY A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR. SURVEY MONUMENTS THAT WILL BE DESTROYED AS A RESULT OF THIS CONSTRUCTION SHALL BE REPLACED. THE CONTRACTOR SHALL NOTIFY THE ENGINEER ONE WEEK PRIOR TO CONSTRUCTION SO THAT TIES TO MONUMENTS CAN BE ESTABLISHED FOR LATER REPLACEMENT OF THE MONUMENT. 18. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR LOCAL RESIDENTS AND BUSINESSES AT ALL TIMES. A MINIMUM 12 FOOT LANE SHALL BE MAINTAINED AT ALL TIMES IN THE CONSTRUCTION AREA FOR RESIDENTS AND EMERGENCY VEHICLES. 19. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN AN EFFECTIVE MEANS OF DUST CONTROL, INCLUDING ADEQUATE WATERING, AT ALL TIMES. 20. THE CONTRACTOR SHALL NOT CAUSE ANY EXCAVATED MATERIAL, MUD, SILT OR DEBRIS TO BE DEPOSITED ONTO PUBLIC OR PRIVATE PROPERTY ADJACENT TO THE RIGHT OF WAY DURING CONSTRUCTION WITHOUT PRIOR WRITTEN APPROVAL. 21. NO TRENCH BACKFILL SHALL TAKE PLACE WITHOUT PRIOR APPROVAL OF THE CITY INSPECTOR. 22. A GEOTECHNICAL ENGINEER SHALL CERTIFY ALL BACKFILL COMPACTION, FAILURE TO OBTAIN THE REQUIRED DENSITY SHALL REQUIRE RE -WORKING OF THAT PORTION OF THE WORK UNTIL THE SPECIFIED DENSITY IS OBTAINED. 23. CARE SHOULD BE TAKEN TO PREVENT GRADES, DITCHES, AND SWALES FROM UNDERMINING STREET IMPROVEMENTS. UPON INSPECTION OF THE SITE, THE CITY ENGINEER MAY REQUIRE TEMPORARY NON-ERODEABLE SWALES ENTERING OR LEAVING IMPROVEMENTS. 24. ALL EXPOSED CONCRETE SURFACES SHALL CONFORM IN GRADE, COLOR AND FINISH TO MATCH EXISTING CONCRETE. 25. NO OPEN TRENCH SHALL BE ALLOWED AT THE END OF THE DAY WITHOUT PRIOR APPROVAL OF THE CITY ENGINEER. 26. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL EXPOSE EXISTING FACILITIES, AND VERIFY ELEVATION AND LOCATION OF CONNECTIONS. CITY APPROVAL OF CONNECTIONS TO EXISTING FACILITIES DOES NOT IMPLY CORRECTNESS OF ELEVATIONS OR LOCATIONS SHOWN ON THE PLANS. 21-1. IF EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED IMPROVEMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND ALL AFFECTED AGENCIES IMMEDIATELY. 28 NO CONCRETE SHALL BE PLACED UNTIL THE FORMS AND REINFORCING STEEL HAVE BEEN PLACED, INSPECTED AND APPROVED. 29. ALL UNDERGROUND UTILITIES SHALL BE INSTALLED, TESTED AND APPROVED PRIOR TO PAVING OF STREETS. 30. APPROVED SOILS STERILANT IS REQUIRED UNDER ALL NEW ASPHALT PAVEMENT PRIOR TO PLACEMENT 31. ALL MANHOLES, CLEANOUT FRAMES, COVERS AND VALVE BOXES SHALL BE RAISED TO FINISHED GRADE BY THE PAVING CONTRACTOR UPON COMPLETION OF PAVING. ,32, UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RESTORE ALL SIGNING, STRIPING, BARRICADES, AND OTHER TRAFFIC CONTROL DEVICES TO THE SATISFACTION OF THE CITY TRAFFIC ENGINEER. 33. AS-BULIT DRAWINGS SHALL BE PROVIDED BY THE CONTRACTOR TO THE ENGINEER OF RECORD, WHO SHALL PROVIDE RECORD DRAWINGS TO THE CITY ENGINEER. 34. THE CONCRETE COATING ON THE INSIDE OF ALL REINFORCED CONCRETE PIPES MUST BE INCREASED TO PROVIDE A MINIMUM OF 1-1/2" OVER THE REINFORCING WHEN THE DESIGN VELOCITIES EXCEED 20 FEET PER SECOND. THE CONCRETE DESIGN STRENGTH IN THESE REACHES SHALL BE fc=5,000 psi FOR VELOCITIES EXCEEDING 20 FEET PER SECOND AND fc=6,000 psi FOR VELOCITIES EXCEEDING 30 FEET PER SECOND. DIAL 35. MINIMUM D -LOAD FOR ALL R.C.P. IS 1350. BEFOF YOU C 36. ADVANCE CONSTRUCTION SIGNING INDICATING DURATION OF PROJECT SHALL BE IN TOLL FRE PLACE ONE WEEK PROIR TO IMPLEMENTING DETOURS. A DI IPI Ir cr CITY OF FONTANA STORM DRAIN IMPROVEMENT PLANS LINE "A" FROM 10+00.00 TO 14104.10 Z! 4 TRACT 17438 PRIVATE ENGINEER'S NOTICE TO CON TRA C TORS THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE 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 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY LINES SHOWN ON THESE DRAWINGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND RESPON- SIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR THE JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT; INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS 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 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. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO THE COMMENCEMENT OF ANY WORK. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES. BEGINNING OF WORK MEANS ACCEPTANCE OF CONDITIONS. CONTRACTOR SHALL COMPLY WITH ALL N.P.D.E.S. REQUIREMENTS. CONTRACTOR SHALL ADJUST TO FINISH GRADE ALL MANHOLE RIMS, WATER VALVE BOXES, UTILITY BOXES AND LIDS, ETC. FINAL GRADE CERTIFICATION SHALL BE PROVIDED TO THE BUILDING AND SAFETY INSPECTOR PRIOR TO FINAL INSPECTION. TOP OF STRUCTURAL PA VEMEN T SUBGRADE N� 1: 1 SLOPE OR FLATTER OR ADEQUATE SHORING \� \/ ATTN: BRIAN WREN 90% COMPACTED NATIVE BACKFILL \� 6" MAX. SIZE GRANULAR BEDDING FROM / SELECTED TRENCH SIDE ------------- 7 MATERIAL (1- MAX. SIZE). ------- 9 I I 6" MIN. III = W N = - 8 MAX. = I I I III= III 1400 E. PHILLIPS BLVD. o POMONA, CA. 91766 I Ln , III SO. CALIFORNIA EDISON COMPANY I 7951 REDWOOD AVE. FONTANA WATER COMPANY FONTANA, CA. 92335 (909) 820-5598 - UNDERGROUND ATTN: MICHAEL J. McGRAW II ' STORM DRAIN PIPE I I E I I F (909) 357-6233 - DISTRIBUTION GRANULAR BEDDING FROM SELECTED CRAWFORD CANYON MUTUAL WATER CO. TRENCH SIDE MA TERIAL FOR PIPE ATTN: BASIL J. FABRIZIO 10' OR GREATER IN DEPTH USE (909) 463-9580 1/2" CRUSHED STONE BEDDING. EA TRENCH DE TA lL NOTES NOT TO SCALE 1. TRENCH WIDTH SHALL BE CONTROLLED 4. COMPACTION SHALL BE 90% IN ALL TO TOP OF PIPE ZONE. ZONES UNLESS OTHERWISE SPECIFIED. 2. TRENCH DEPTHS OF GREA TER THAN 5' TRENCH STABILITY SHALL CONFORM SHALL HAVE ADEQUATE SHORING. TO CAL -OSHA REQUIREMENTS. J. CLASS 11 AGG.BASE ALL TRENCHES LESS THAN 100' IN LENGTH. I I � FUTURE SCHOOL SITE -�� 1�----------,�---ter-cry--_---- -------1PRRR_1_0=-L4_L--32__---___- -- may---------�- = =I -- ----------------------- 5 ------ -- ------ --- � -- Kl-7l3X I, 3 I Ii i I ail � 1 I '2 ADELPHIA (CABLE 7V) ATTN: BRIAN WREN ATTN: JACK HAYES 8353 SIERRA AVENUE 1205 DUPONT AVENUE FONTANA, CA 92335 (909) 350-6632 ONTARIO, CA. 91761 --- 6 ------------- 7 I 8 ------- 9 ---- 10 I ------ 11 -------- - 12 ------ --------- -----------------`----- 13 14 I FONTANA, CA. 92335 1400 E. PHILLIPS BLVD. 909 428-8411 EMERGENCIES: (800) 427-2200 POMONA, CA. 91766 INSTALL 18" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). (909) 469-6327 SO. CALIFORNIA EDISON COMPANY I II I I I I i \� - s -- --- -• - -- � � -- - 1 ( II - Lv - 36 I I �� - - -y- -------- Z) 1_ --- 4_ 5 �- 51 _50 14�LAGUNA 37 39 40 41 I 43 I 45 LIME A ' I I I I 1 �l i 11 35 1 mN 38 1 »1 m� I I1 ------ Q LAP A-2 w I II I I� I I I I ;_ 1I1 I I I' r _SWE'T _ LAf 'A -J"! I 1 I I I I ,� m -------------- I I I I I I 3 Q 32 II I I I1 i 1 31 30 = 29 28 27 I 26 1 25 -------------- '- - -- - - --- -+ -- -- ,----- ----:�...-- --�.�. 1 i LINE "B3-9" FUTURE DEVELOPMENT A.P.N. 239-141-11 959 COMPACTED NATIVE BACKFILL 3" MAX. SIZE SHEET INDEX SCALE: 1 "=150' NOTES: 16 _ 1 1 17 49---48-- 3 -------- 46 47 18 i ,! I - - 19 I fy I 20 I 1 24 23 22 21 A. IF ANY EXISTING STRUCTURES, LANDSCAPING, UTILITIES OR OTHER FACILITIES ARE DAMAGED OR REMOVED DUE TO CONSTRUCTION ACTIVITIES, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION AND REPLACEMENT B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION AND RESTORATION OF EXISTING IMPROVEMENTS IN ACCORDANCE WITH SECTION 7 OF THE STANDARD SPECIFICATION FOR PUBLIC WORKS CONSTRUCTION. RECORD D Vv`,l! b oE�ss THESE PAR`, i i F. -D AND FURNISHED Cy, OTHERS. THE ENGIN -ER VM1 NOT BE RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH a No. 36631 HAVE BEEN INCORPORATED INTO THE DOCUMENTS AS ' ° Iuv(A SQ=lh I A RESULT THEREOF. CITY OF FONTANA UTILITY NOTIFICATION LIST CITY OF FONTANA ADELPHIA (CABLE 7V) ATTN: BRIAN WREN ATTN: JACK HAYES 8353 SIERRA AVENUE 1205 DUPONT AVENUE FONTANA, CA 92335 (909) 350-6632 ONTARIO, CA. 91761 2 OF (909) 390-4738 SO. CALIFORNIA GAS COMPANY 3 OF ATTN: JACK JARVIS VERIZON 16231 VALLEY BLVD. ATTN: STEVE HOCK FONTANA, CA. 92335 1400 E. PHILLIPS BLVD. 909 428-8411 EMERGENCIES: (800) 427-2200 POMONA, CA. 91766 INSTALL 18" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). (909) 469-6327 SO. CALIFORNIA EDISON COMPANY FINISH SURFACE 7951 REDWOOD AVE. FONTANA WATER COMPANY FONTANA, CA. 92335 (909) 820-5598 - UNDERGROUND ATTN: MICHAEL J. McGRAW (909) 875-5100 - TRANSMISSIONS 8440 NUEVO AVENUE (213) 637-1233 - PIPELINES FONTANA, CA 92335 (909) 357-6233 - DISTRIBUTION TEL: (909) 822-2201 CRAWFORD CANYON MUTUAL WATER CO. FAX: (909) 823-5046 ATTN: BASIL J. FABRIZIO (909) 463-9580 5 EA WEST VALLEY WATER DISTRICT WEST SAN BERNARDINO WATER ATTN: LON TSAI UNDERGROUND SERVICE ALERT 56 (800) 422-4133 855 W. BASELINE ROAD RIALTO, CA 92377 SBC A TTN: JAMES ZIELINSKI 1265 N. VAN BUREN STREET SUI TE 180 ANAHEIM, CA 92807 (714) 666-5415 SAN GABRIEL VALLEY MUNICIPAL WATER DISTRICT ATTN: DAVE JOHNSON 549 EAST SIERRA MADRE AVENUE AZUSA, CA. 91702-1299 P.O. BOX 1299 (909) 969-7911 CONSTRUCTION NOTES: s Q CASA GRANDE � - W -- J SU AlIT AVE UE y CEFa- V� \ gxq VICINITY MAP N. T S. QTY & UNIT: ASPHAL TIC CONCRETE SHEET INDEX SHEET DESCRIPTION 1 OF 4 TITLE SHEET 2 OF 4 LINE A FROM 10+00.00 TO 14+04.10 LINE "B3-9" FROM 10+45.83 TO 11+01.8J 3 OF 4 DETAIL SHEET 4 OF 4 DETAIL SHEET QTY & UNIT: 0 WNER/DEVEL OPER: NORTH FONTANA INVESTMENT COMPANY, LLC 1156 N. MOUNTAIN AVENUE UPLAND, CA. 91785-0670 P.O. BOX 670 PHONE: (909) 985-0971 NO TE. LOCATIONS OF LINES AND LATERALS AND STREET CONNECTIONS HAVE NOT BEEN APPROVED. LOCAL STORM DRAIN LINE AND LATERAL CONNECTIONS MAY CHANGE UPON CITY/FIRE REVIEW OF TENTATIVES ONCE THEY ARE FORMALLY SUBMITTED FOR CITY REVIEW. LEGEND A. C. ASPHAL TIC CONCRETE INSTALL 36" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). 32 LF + 134 LF B. W BACK SIDEWALK INSTALL 30" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). 71 LF CENTERLINE E. C. 3� INSTALL 24" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). 409 LF 11 E. V. C. 4� INSTALL 18" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). 33 LF FINISH SURFACE G. B. GRADE BREAK CONSTRUCT TRANSITION STRUCTURE PER APWA STD. 340-1 DETAIL ON SHEET 3 1 EA INVERT 0. C. ON CURVE CONSTRUCT MANHOLE PER A.P.W.A. STD. PLAN 321-1 DETAIL ON SHEET 3 2 EA CONSTRUCT CURB OPENING CATCH BASIN PER APWA STD. 300-2 DETAIL ON SHEET 3 5 EA INSTALL 42" R.C.P. STORM DRAIN (D LOAD SHOWN ON PLAN). 56 LF �8 (p �J / ATC Hann 01 CT &�E- q pIVC/ /AIN C/ Gaq 4 D WATCO /' G11.AK�, TO�h/l G7YGA �i 1 �D CT ZL 1 unn/TICK S 9iGWAr ON car r�r�A nr�i�FAT GT�D/�n 110, ANO �E 10 , G(96WP/,� ROAD DEPAR4��T D41G. Z'209 ON zqLC;E7_T_ j ZL 11 PLACE 375 # ROCK RIPRAP 3 FEET DEEP 868 SF 12 CONSTRUCT PCC COLLAR PER APWA STD. 380-2 DETAIL ON SHEET 4 1 EA + 1 EA PLACE 100# ROCK RIP -RAP CONCRETED 2' THICK 1,450 SF PER GREEN BOOK SECTION 200-1.6 & 300-11. 14 CONSTRUCT TRANSITION STRUCTURE PER CITY STD. PLAN 3026. 1 EA 15 CONSTRUCT MANHOLE PER CITY STD. PLAN 3012. 2 EA 16 CONSTRUCT CONCRETE COLLAR PER CITY STD. PLAN 3022. 1 EA CONSTRUCT 24" CSP RISER & GRATE ASSEMBLY PER DETAIL ON SHT. 4 OF 4. 1 EA 1 18 INSTALL 12" D.I.P. 14 LF 19 CONSTRUCT ROCK BERM PER DETAIL 4A ON SHT 4 OF 4. 30 LF CONSTRUCT MODIFIED BASE OF MANHOLE PER DETAIL 4E ON SHT 4 OF 4. 1 EA PLACE 6" ROCK MIN. 12" THICK. 150 SF REMOVE EXIST CONCRETED ROCK AS NECESSARY. REPLACE CONCRETED ROCK LS CONCTRUCT CONCRETE PIPE ANCHOR PER DETAIL ON SHT 2 OF 4. 2 EA 0 WNER/DEVEL OPER: NORTH FONTANA INVESTMENT COMPANY, LLC 1156 N. MOUNTAIN AVENUE UPLAND, CA. 91785-0670 P.O. BOX 670 PHONE: (909) 985-0971 NO TE. LOCATIONS OF LINES AND LATERALS AND STREET CONNECTIONS HAVE NOT BEEN APPROVED. LOCAL STORM DRAIN LINE AND LATERAL CONNECTIONS MAY CHANGE UPON CITY/FIRE REVIEW OF TENTATIVES ONCE THEY ARE FORMALLY SUBMITTED FOR CITY REVIEW. LEGEND A. C. ASPHAL TIC CONCRETE B. C. BEGIN CURVE B. V. C. BEG. VERTICAL CURVE B. W BACK SIDEWALK C.B. CATCH BASIN C. L. CENTERLINE E. C. END CURVE E. P. EDGE PA VEMEN T E. G. EDGE GRADE E. V. C. END VERTICAL CURVE F. L. FLOW LINE F. S. FINISH SURFACE G. B. GRADE BREAK H. P. HIGH POINT INV. INVERT 0. C. ON CURVE T O. R. TOP OF ROCK P.C.C. PORTLAND CEMENT CONCRETE (R) RIDGE LINE R/W RIGHT OF WAY TAN. TANGENT T C. TOP OF CURB W WID TH V VERTICAL DEPTH (590.69) INDICATES EXISTING ELEVATION 590.69 INDICATES PROPOSED ELEVATION INDICATES SLOPE 2:1 D AC PA VEMEN T REMOVAL GRIND EDGE OF PAVEMENT ti