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HomeMy WebLinkAbout3343-1- ALL WUNK VVI I MIN R IGHT-OA ' r r �A �TPERMITF ASPH SL u) VER A VENUE 471.69'lc� �v 21045 r rs p47 ' LANDSCAPE AREA t i7 _ - -1-�----- ___ --�_ LANDSCAPE AREA t-- -1047--- 048 _ 0 10 C \ l r i O 1 1 + 1 �� OSS ��/ 1 % �Oyr6. `\\\ 104j r-�J i i L•. 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THIS PLAN IS FOR GRADING PURPOSES ONLY AND IS NOT TO BE USED FOR THE PURPOSE OF CONSTRUCTING ON OR OFF-SITE IMPROVEMENTS. ISSUANCE OF A PERMIT BASED ON THIS PLAN DOES NOT CONSTITUTE APPROVAL OF DRIVEWAY LOCATIONS OR SiZES, PARKING LOT STRUCTURAL 50AE AVE SECTIONS OR LAYOUT, ADA -RELATED REQUIREMENTS, BUILDING LOCATIONS OR FOUNDATION WALLS, WALLS, CURBING, OFF-SITE DRAINAGE FACILITIES OR OTHER ITEMS NOT RELATED DIRECTLY TO THE BASK GRADING OPERATION. ON-SITE IMPROVEMENTS SHALL BE CONSTRUCTED FROM APPROVED BUILDING PERMIT PLANS. OFF-SITE IMPROVEMENTS SHALL BE CONSTRUCTED FROM PLANS SLOVPR AVE FOR THIS PURPOSE BY THE PUBLIC WORKS DEPARTMENT. 3. CONTRACTOR iS RESPONSIBLE FOR EROSION, DUST AND TEMPORARY DRAINAGE CONTROL DURING cJil� Q GRADING OPERATIONS lu > A. ALL MANUFACTURED SLOPES IN EXCESS OF 5 FEET IN VERTICAL HEIGHT ARE TO BE PROTECTED FROM EROSION DURING ROUGH GRADING OPERATIONS AND, THEREAFTER, UNTIL INSTALLATION OF t -'u 2 FINAL GROUNDCOVER. (SEE LANDSCAPE PLANS FOR FINAL GROUNDCOVER) GB. ALL RADED. SLOPE PROTECTION SWALES TO BE CONSTRUCTED AT THE SAME 11ME AS BANKS ARE VICINITY MAP C. THE DEVELOPER AND HiS CONTRACTOR ARE RESPONSIBLE FOR IMPLEMENTATION AND NOT TO SCALE MAINTENANCE OF THE EROSION CONTROL MEASURES SHOWN ON THIS PLAN AND SWPPP AND ALSO TO PROVIDE ANY ADDITIONAL EROSION CONTROL MEASURES (E.G., HYDROSEEDING, MULCHING OF STRAW, SANDBAGGING, DIVERSION DiTCHES, RETENTION BASINS, ETC.) DICTATED BY FIELD CONDITIONS 0 30' 45' 60' TO PREVENT EROSION AND/OR THE INTRODUCTION OF DIRT, MUD OR DEBRIS INTO EXISTING PUBLIC STREETS AND/OR ONTO ADJACENT PROPERTIES DURING ANY PHASE OF CONSTRUCTION OPERATIONS. SPECIAL ATTENTION SHALL BE GIVEN TO ADDITIONAL EROSION CONTROL MEASURES NOTED ABOVE SCALE IN FEET DURING THE PERIOD OCTOBER 15 TO APRiL 15. D. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND CHECK DAMS. SILT AND DEBRIS SHALL BE REMOVED FROM CITY OF FONTANA STREETS. THIS REQUIREMENT SHALL REMAIN IN EFFECT UNTiL CITY ACCEPTANCE OF THIS PROJECT. 4. ANY ON-SITE RETAINING WALLS SHOWN ON THIS PLAN THAT ARE UNDER 3 FEET IN HEIGHT AND EARTHWORK QUANTITIES SUPPORT SURCHARGE OF THAT ARE OVER 3 FEET iN HEIGHT REQUIRE A SEPARATE REVIEW, THESE QUANTITIES ARE FOR PERMIT PURPOSES ONLY, APPROVAL AND A BUILDING PERMIT FROM THE BUILDING DIVISION, PLANNING DEPARTMENT. ANY CONTRACTOR IS RESPONSIBLE FOR DETERMINING ACTUAL NECESSARY RETAINING WALL ON THE PERIMETER OF THIS SITE SHALL BE iN PLACE AND APPROVED QUANTITIES: BY THE BUILDING INSPECTOR PRIOR TO ISSUANCE OF THE GRADING PERMIT. APPROVED SEQUENCED GRADING WITH 1 1/2:1 MAXIMUM SLOPES TO WITHIN 2 FEET OF THE ADJACENT PROPERTY LiNE MAY ACREAGE: 381700 S.F. BE ACCEPTABLE TO ALLOW FOR ISSUANCE OF A GRADING PERMIT PRIOR TO COMPLETION OF ANY CUT 4570 CUBiC YARDS NECESSARY PERIMETER RETAINING WALLS:' (IF NO RETAINING WALLS ARE SHOWN ON THE PLAN, DO FILL 4570 CUBIC YARDS NOT PUT THIS NOTE ON PLAN). NET 0 CUBIC YARDS 5. ANY IMPROVEMENTS CONSTRUCTED IN THE PUBLIC RiGHT-OF-WAY WILL REQUIRE A SEPARATE CONSTRUCTION PERMIT AND INSPECTION FROM THE PUBLIC WORKS DEPARTMENT. UTILITY STATEMENT 6. ANY WALLS, FENCES, STRUCTURES AND/OR APPURTENANCES ADJACENT TO THIS PROJECT ARE TO BE PROTECTED IN PLACE. iF GRADING OPERATIONS DAMAGE OR ADVERSELY AFFECT SAiD ITEMS THE UNDERGROUND UTILITIES SHOWN HAKE BEEN LOCATED FROM FIELD SURVEY IN ANY WAY, THE CONTRACTOR AND/OR DEVELOPER IS RESPONSIBLE FOR WORKING OUT AN INFORMATION AND EXISTING DRAWINGS THE SURVEYOR MAKES NO GUARANTEES ACCEPTABLE SOLUTION TO THE SATISFACTION OF THE AFFECTED PROPERTY OWNER(S). THAT THE UNDERGROUND U77U77ES SHOW COMPRISE ALL SUCH U77U7IES IN 7HE AREA, EITHER IN SERVICE OR ABANDONED. THE SURVEYOR FURTHER DOES NOT 7. THE CONTRACTOR/DEVELOPER iS RESPONSIBLE FOR ENSURING THAT RETAINING WALLS DO NOT WARRANT THAT THE UNDERGROUND U77LI77ES SHOWN ARE IN 7HE EXACT LOCATION INTERFERE WITH PROVISION OF UTILITIES. INDICATED AL7HOUCH HE DOES CERTIFY THAT THEY ARE LOCATED AS ACCURATELY S. IT IS THE GRADING CONTRACTOR'S RESPONSIBILITY TO ENSURE THAT ADEQUATE COMPACTION AS POSSIBLE FROM INFORMATION AVAILABLE. 7HE SURVEYOR HAS NOT PHYSICALLY HAS BEEN ATTAINED ON THE ENTIRE GRADING SiTE, INCLUDING FILL AREAS OUTSIDE THE BUILDING LOCATED 77 -IE UNDERGROUND U77LI77ES. PADS AND ON ALL FiLL SLOPES. ADJACENT PROPERTY OWNERSHIP AND ASSESSOR'S PARCEL NUMBERS INDICA7FD 9. IT IS THE SOIL ENGINEER'S RESPONSIBILITY TO OBSERVE AND PERFORM COMPACTION TESTS HEREON WAS PROVIDED BY RIVERSIDE COUNTY ASSESSOR'S US77NGS DURING THE GRADING TO EVALUATE THE PREPARATION OF THE NATURAL GROUND SURFACE TO RECEIVE THE FILL AND THE COMPACTION ATTAINED iN THE FILL, INCLUDING FILL AREAS OUTSIDE AERIAL TOPOGRAPHY AND BOUNDARY WERE PROVIDED BY DIXON THE BUILDING PADS AND ON ALL FILL SLOPES. SURVEYING, 1700 N. HAMNER AVE #112, NORCO. CA 92860 10. EARTHWORK QUANTITIES ARE SHOWN FOR GRADING PERMIT PURPOSES ONLY, AND THE CITY OF FONTANA IS NOT RESPONSIBLE FOR THEIR ACCURACY. 11. FOR GRADING OF AREAS OF 5 ACRES OR MORE, A STORM WATER POLLUTION PREVENTION LGE PLAN (SWPPP) SHALL BE KEPT ON-SITE AND MADE AVAILABLE UPON REQUEST OF A BSL BUILDING SETBACK UNE REPRESENTATIVE OF THE REGIONAL WATER QUAUTY CONTROL BOARD (RWQCB) - SANTA ANA MH MANHOLE REGION AND/OR THE CiTY OF FONTANA. 12. GRADING OPERATIONS SHALL BE LIMITED TO BETWEEN THE HOURS OF 7 A.M. AND 7 P.M. ON ASPH ASPHALT CONCRETE WEEKDAYS AND BETWEEN 8 A.M. AND 5 P.M. ON SATURDAYS. NO GRADING WILL BE PERMITTED ON AP ASSESSOR'S PARCEL SUNDAY OR FEDERAL HOLIDAYS. BLOC. BUILDING 13. A NOTICE -OF -INTENT 'HAS BEEN FILED'WITH THE STATE WATER RESOURCES CONTROL BOARD SW SIDEWALK AND SHALL REMAIN IN EFFECT UNTIL THE CONTRACTOR AS FILED A NOTICE -OF TERMINATION UPON CONC. CONCRETE COMPLETION OF THE GRADING OPERATIONS AND SATISFACTORY COVERAGE OF PLANTING MATERIALS Q DRAIN INLET AND EROSION CONTROL MEASURES. CONSTRUCTION NOTES: ESTIMATED QUAb9lTY IQ ELECTRIC VAULT 2 CONSTRUCT COMMERCIAL DRIVEWAY PER CITY OF FONTANA STD DWG 102-C, W=35'_ 3 EA, -Cr FIRE HYDRANT fZ FLOW LINE CONSTRUCT LONGITUDINAL GUTTER PER DETAIL HEREON. 610 LF. LSCP LANDSCAPED AREA ORA/NAGE MANHOLE CONSTRUCT STANDARD DUTY PAVEMENT PER DETAIL HEREON 33,010 SF • FDC FIRE DEPARTMENT CONNECTION t:J CONSTRUCT REDWOOD HEADER PER HEREON 169 LF GAS M£7ER • GUARD POST CONSTRUCT 2" MIN. SLAG OVER SUBGRADE COMPACTED TO 95% STD PROCTOR OR 7.16 AC/311889 SF k HANDICAPPED FAaUTY PER SOILS REPORT. TE TRASH ENCLOSURE Qg -- CONNECT 18" RCP INTO BACK OF CATCH BASIN PER SECTION 1-1 HEREON 1 EA. LS LICENSED LAND SURVEYOR N0. NUMBER AND PER APWA STD. 335-1, CASE 111 O.H. OVERHEAD 10 CONSTRUCT 6' MASONRY SCREEN WALL 1355 LF. O.R. OFf70AL RECORDS (WALLS AND FENCES SHALL BE UNDER SEPARATE PERMIT) M.M.R MISC. MAP 800K 11 CONSTRUCT 6' CHAIN LINK FENCE 1143 LF. P.M.S. PARCEL MAP BOOK CONTRACTOR TO COORDINATE TO REMOVE EXISTING CHAIN LINK FENCE WITH P.M. PARCEL MAP ADJACENT OWNER (WALLS AND FENCES SHALL BE UNDER SEPARATE PERMIT) REF REFERENCE 13 PROVIDE AND INSTALL STEEL GATES PER ARCHITECTURAL PLANS 4 EA. PT. POINT RET. RETAINING 14 PROVIDE AND INSTALL 48X48 PRECAST DROP INLET PER JENSEN PRECAST 2 EA. RCP REINFORCED CONCRETE PIPE OR EQUIVALENT. SEE DETAIL ON SHEET 2 OF 2 FOR DESIGN AND FILTER INSERT R.S. RECORD OF SURVEY (D --PROVIDE AND INSTALL 6" SEWER SERVICE PER CITY STANDARDS 60 LF. Co SEWER CLEAN-OUT D S1i7,4M DRAIN 22 PROVIDE AND INSTALL 3/4" WATER SERVICE PER CITY STANDARDS 70 LF. SS STORM DRAIN MANHOLE 23 CONSTRUCT SIDEWALK PER CITY STD. 1015, S=5' 3270 SF. ® SEWER MAN HOLE 3:: O- °- STREET LIGHT POLE a� EXISTING S7REEr LIGHT PULL BOX ❑ X R TC TOP OF CURB 6' t5'9' TEMP. TEMPORARY 15.0' PROP PROPOSED RW 7P TOP OF PA VEMENT SCREEN WALL UG " UNDERGROUND 2 3 ONSITE @ TREE Jr 7RUNK DIA. EXISTING �i EXISTING IMPROVEMENTS MANHOLE (UNKNOWN TYPE) IMPROVEMENTS ? 0% 0% t�_5q IMPROVEMENTS rl�r �§ POST INDICATOR VALVE 2.O�d t1.Oq 7ELEPHONE RISER SIGN FENCE f7RE HYDRANT SECTION A A SECTION B -B L/cHr POLE o -r LIGHT POLE OVERHANGING N.T.S N.T.S SIQN EXISTING ® EXISTING IRRIGATION CONTROL VALVE R/W P L w MA7ER VAULT f26' 1±12', ±22.8' /® WA 7ER ME7FR PROPOSED© WA7ER VALVE IN STANDPIPE PROPOSED EXISTING f16.5' CHAIN LINKED SCREEN WALL EXISTING CHAiN LINKED FENCE ® SEWER MANHOLE 2•p% 2 090 IMPROVEMENTS FENCE ® TELEPHONE MANHOLE �2.2q / � NGITUITER DINAL ® ELECTRicAc mar ... EXISTING RR/W 6" 1 t2 4% 13 TELEPHONE VAULT IRRIGA 77CW CON7ROLLER yi/�\/�j\✓ y � y \'/ M IRRIGA7701V BACKFLOW PRVN7R BOUNDARY UNE RIGHT OF WA Y UNE SECTION C -C SECTION E -E N.T& N.T.S. EXISTING PALM 77?EE R FS 1034.11 TG 1032.08 TG 1032.23 �---\ \ 1 \ FS 1034.11 k, " FS 1032.75 r i i GRATED INLET- - ° - _ - - EXISTING 2.0% �6 I \ 1 _p£TAi '-_S-�--r"^ \ �► j - - - -- _-----_-_'---------_--__=�_------------- / 6" 8" ' ' ��t\�i�y\�'i��\\i > \/ ELEV ) 029.23 FINISH GRADE OR LANDSCAPING �.6' 18" RCP 21 LF 2 x 6 CONT. REDWOOD OFFSET TO PROVIDE ROOM FOR ELEV 1028.52 ELEV , 029.18 ®2.79 HEADER C.L. FENCE OR BLOCK WALL AS SHOWN CONNEC7701V PER APWA D -LOAD= 1350 ELEV 1029.08 1 PAVING THICKEN TYPE F ASPHALT PAVEMENT EXIS77NG GRADE STD. 335-1, CASE 111 o r I -AS SHOWN SURFACE COURSE o 4" STEEL TROWEL FINISH r a c•l , I SECTION 1-1 i� 2" x 2" 18" LONG TREATED REDWOOD STAKES ,0 4'-0" 0 C, MAXIMUM. USE 2 x 4 x 18 LONG REDWOOD STAKES AT HEADER JOINTS. REDWOOD READER ON CLASS ll, GRADED AGGREGATE - BASE COMPACTED TO 959 OF MAXIMUM DRY DENSITY �'.. DETERMINED BY THE MODIFIED PROCTOR COMPAC77ON (AS77v1 D 1557, METHOD D) COh, PACTED SUBGRADE PER SOIL REPOR T TANDARD DUTY PAVEMENT v e e - - - - I N.T•S v d r •d a d • e 1 dOTES: Z d • A 1. ALL CONCRETE SHALL BE 3000 PSI. 2. WEAKENED PLANE JOINT EVERY 15: LONGITUDINAL GUTTER ELEV 10J4.11) EXISTING CATCH BASH ELEV 1034.1; (jXA'l'hD 1NLEY , CR VJL(J SCREEN 1033 07 RECOMMENDED FOR JIVO TE :• APPRO VAL 1032.68 CHECKED 8Y,• DA 7F• /w PROPOSED EXISTING CHAIN LiNKED CHAIN LINKED FENCE FENCE SECTION Dom,-�tD N.T.S 4CCEP],Ep 8Y DA 7E.• CITY ENGINEER - CITY OF FONTANA R.C.E. NO.: 51f62 NOTE: SEE ARCHITECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF P,C.CHES, RAMPS, VESTIBULE, SLOPED PAVING, TRUCK DOCKS, BUILDING UTILITY ENTRANCE LOCATIONS AND PRECISE BUILDING DIMENSIONS. UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL NOT BE RESPONSIBLE FOR, OR LIABLE FOR. UNAUTHORIZED CHANGES TO OR USES OF THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY THE PREPARER OF THESE PLANS. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BE LiMITED TO NORMAL WORKING HOURS. AND CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, iN CONNECTION WiTH THE PERFORMANCE OF WORK ON THiS PROJECT, EXCEPTING LIABILITY ARISING FROM SOLE NEGLIGENCE OF DESIGN PROFESSIONAL CALL TOLL FREE 1-800-227-2600 AT LEAST TWO WORKING DAYS, BEFORE YOU DIG. DRAWING ISSUE RECORD DATE DESCitIPM F 12-03-02 SLOVER ROAL PROFESSIONAL SEAL Z ® Lu t'3� :N. INC W �2 CQ 2 �Q usO o 0 � �Z �v REVISION RECORD NQ DALE amoonm 11-19-M DRIVEWAY MTAL 12-03-02 SLOVER ROAL PROFESSIONAL SEAL