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HomeMy WebLinkAbout863 GENERAL NOTES GRADING PLAN 5� EX/SANG UNDERGROUND STRUCTURES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE FOR LOT 29 OF ELSINORE HEIGHTS TR UNIT 2 MILL ST ORDINANCES NO. 801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS THE EXISTENCE AND LOCA77ON OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES OR CONDUITS AND THE LATEST EDITION OF THE U.B.C., CHAPTER 70. SHOW ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVA/CABLE RECORDS. TO THE BEST IN THE CITY OF LAKE ELSINORE � a 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE OF OUR KN01f2EDGE THERE ARE NO EX/SANG UTILITIES EXCEPT AS SHOWN ON THESE PLANS THE STATE OF CALIFORNIA ELSINORE, PRIOR TO ANY OPERATION. CON7RACTOR/S REQUIRED TO TAKE DUE PRECAU7701VARY.MEASURES TO PR07ECT 7HE U77LITY 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES LINES SHOWN AND ANY OTHER LINES NOT OF RECORD OR NOT SHOWN ON THESE PLANS. IT 50.00' N89-09'30"E EXlS11NG PL �� 0� ACACIA Sr C m �- AND U.S.A ALERT(1-800-422-4133) 48 HOURS PRIOR TO GRADING. SHALL BE THE:CONTRACTORS RESPONSIBILITY TO N077FY THE OWNERS OF 7HE U77LI77ES OR 4. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AS LEAST 24 STRUCTURES CONCERNED.BEFORE STAR77NG WORK. CONTRACTOR FURTHER ASSUMES ALL LIABILITY HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. AND RESPONS/B/L/TY FOR THE UNDERGROUND U77LITY PIPES, CONDUITS OR STRUCTURES SHOWN (1345 �� LAKE ST .5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE OR NOT SHOWN ON THESE PLANS pp� CITY ENGINEER. _ - - V PARK WAY �6. CUT SLOPES:SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, 'UNLESS SPEC/AL NO7F FROM PRIVATE ENGINEER TO CON 7RACTOR -- - _ OTHERWISE APPROVED, AND SHALL BE SHOWN ON THE PLAN. LOT 2� y E, LA ORE 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL, UNLESS CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH:GENERALLY ACCEPTED CONSTRUCTION -' -" - - - -- - - __ x�oorourwmxuemmmnrcur OTHERWISE APPROVED, SHALL BE SHOWN ON PLAN, AND SHALL NOT HAVE LESS PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE APN#373-093-0 7 THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE. RESPONSIBILITY FOR JOB SITE COND1710NS DURING THE COURSE OF CONSTRUC770N OF THE PROJECT, -- - -" -" - - .- xos,•wsEaruou"mw.�,o.cocow� B ,8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE ---- - _ _ _- s"ox m^^�� aox ro Draw O MODIFIED THREE LAYER A.S.T.M. D-1557-70 TEST METHOD. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS R£OU/REM£NT SHALL BE MADE TO __ VICINI TY MAP D APPLY CONTINUOUSL Y AND.NOT LIM17ED TO NORMAL WORKING HOURS AND CONSTRUCTION CONTRACTOR _ _ _ _ _NP"_01Fp& N.T.S. 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED, AND FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGN PROFESSIONAL HARMLESS FROM ANY AND - "- - on+�oo voe'aui"`c"TCXB'tS1N INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY 0-0)_ _ "o°su Aoven"wnn CITY OF LAKE Z PRIOR TO THE PLACING OF FILL ALL LIAB/CITY, REAL OR ALLEGED, /N CONNECTION W/7H THE PERFORMANCE OF WORK ON THIS PROJECT, - - _ _ cn' ELSINORE EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE DESIGN PROFESSIONAL. - - snu iwD caun"ac 5' G7 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL -- _ g I � �„",a„ NO SCALE _ 7 PREPARATION OF GROUND IS APPROVED BY THE SOILS ENGINEER. EROSION CONTROL NOTE - -"- THOMAS BROS. PAGE 866, B-2 Z z 11. FINISH,GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS - 2004 EDITION g C THAN 1/2" PER FOOT FOR A MINIMUM OF 3', THEN 1%(MINIMUM) TO FLOWLINE OF GRADING;WH/CH D/S7URBS LESS THAN 1 ACRE SHALL PROVIDE EFFECTEE CONTROL OF EROSION, -- '- - - - - CO EARTH SWALE. SEDIMENT AND ALL OTHER POLLUTANTS FROM OCTOBER 15 7HROUGH APR/L 15. THE PERMITTEF - _ v a W 12. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MONITORING OF EFFECTIVE EROSION AND - - - - SLOPE[IS LESS THAN 10', AND 2%IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SEDIMENT CONTROLS THIS SHALL INCLUDE BUT NOT.NECESSAR/LY BE LIMITED TO THE FOLLOWING.• -� - 9 2 SWALES SHALL BE A MINIMUM OF 0.5' DEEP AND CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. SANDBAGS(MIN/MUM 2-HIGH)SHALL BE PLACED AT THE FLOWUNE DISCHARGE NEIGHBORING (1335)- 2.1 SLOPE 1- _ 5'MIN 13. PROVIDE 5' WIDE BY 1' HIGH.BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL PARCELS OR,PUBLIC OR PRIVA7E RIGHT- OF- WAYS TO DISTILL THE SEDIMEN7A77ON FROM THE SQUARE GRATE WITH NDS SQUARE CATCH BASIN 2 3'M/N FC SLOPES OVER 5''HIGH. HEREIN GRADING PROJECT. SUCH SED/MENTA770N SHALL BE REMOVED AS REgU/RED PR/OR TO THE 12 _ W' J NOT TO SCALE (IN LANDSCAPE APPLICATION) 14. PROVIDE,A BROW DITCH, DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE ESTABLISHMENT OF PERMANENT EROSION CONTROL FACIL/TIES AND MATURED GROUNDCOVERS '-' -- -$ - - - EXTRA DEPTH 22 TOP OF CUT'SLOPES. _ o = OFF0077NG 70 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE AREA OF DISTURBANCE - e r, DRAIN INLET DETAIL g BED/MENsavED PERMITTED. a _ ---"/ i10 m , DN PLANS �fX. GROUND 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING .TOTAL LOT AREA: Approx. 7400 SF % '"-- - - _ - - / m AND',PROVIDE A FINAL SOILS(REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS .TOTAL AREA D/STUBBED: Approx 5800 SF - _ / / +. ^^.' _ PAD£LEE__+ SUBDIVISIONS) AND EXPANSIVE CHARACTERISTICS OF THE:SOIL (1330) �-_ - -- - -- - B MAXIMUM 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL.ENGINEER AND A FINAL COMPACTION \ _ 18" 18" 2$MIN HT RETAINED REPORT BY A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING -_ - 2OX MA 8Y SEPARAT DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS. OMER:,/O L BET.7RAM0 � i 12'MIN. 18. THE SOILS ENGINEERING INVESTIGATION DATED MARCH 25, 2005 PREPARED BY ACADEMY 10 \ - CONSULTING CORPORATION, INC. SHALL BE CONSIDERED A PART OF THIS GRADING 32890 PEPPER DR aKo / 'o, �; 8'D/A PVC P/PE PLAN, AND SHALL BE COMPLIED WITH. LAKE ELSTNORE CA 92530 iq - _. -"il 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT 951-678-1127 ` `` s - - -- 111 / FOOTING(SEE CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE FOUNDATION PLAN) TOPOGRAPHY SOURCE (1325 \ _ _ - 11 / ISM #10xio- REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL)I SHALL BE GIVEN. IF BUTTERF7ELD ENGINEERING AND SURVEYING CO. \ - - SECTION A AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE MAY 1988 _ ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 7 \ -- - 7 36" GUNITE GUTTER 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO BASIS OF BEARINGS.• B _� \ s NE 9 COMMENCEMENT OF ANY CONSTRUCTION/GRADING. THE BEARING SHOWN HEREON ARE BASED ON THE CENTERLINE _ 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY OF MILL STREET BEING AS SHOWN ON M.B. 12 PAGE 88. �� '- - / ROPOSED R/W A SOILS ENGINEER TO THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND N.8929 00 E d FILL SLOPES OVER 30' IN VERTICAL HEIGHT. _ H _ - __ __ _ / 30' 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE LEGAL DESCRIPTION S �, wi - to M FOOT. o �. 25' STING R/W o LOT 29 OF 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACE, IT MUST BE 4 r'n 4 ELSINORE HEIGHTS TRACT UNIT 2 w o 5 A z CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. .MB 12188 D R 18' 6' DEDI 77ON G7 PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR IN THE C/7Y OF LAKE ELS/NORE o _ _ 6.5' .5' SYDEWAC 1 TO PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE .COUNTY OF,R/V£RS/DE, STATE ,� -- 0 12' N WPAEEMENT 27 2 m C KEYED AND BENCHED. OF CALIFORNIA A J n S 24, THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: !1 £X157/Ev o W A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE APN-373-093-017 PAVEMENT REMOVE ExiPINT g 2 � **FF 1323.50** 3• 2• A.C.DIKE&PINT o N z m BACKFILL OF ALLUVIAL, COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES. aFF d GARAGE B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION, LE (t? EXISTING HOUSE k� _PE_ 1 323.00 1/4'PER CONCRETE DWY 11 C&G CURB AND GUTTER SCALE( 1'=10' ' I F OT - n BENCHING AND(FILLING OPERATIONS. BW BACK OF WALK AJ� 2%M/N C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER EG EXIST7NGGRADE I MATERIAL >M / I ADE __ _ _ _ i I ' TI.EXISRNG 5 D. WHEN ANY UNUSUAL GRADING.CONDITIONS.ARE ENCOUNTERED DURING FS RNISH FG FINISH SURFACE 10 -I III-I -III, III-III-III-III III-1" I-GROUND 12'MIN. CONSTRUCTION. TC 70P OF CURB T P III III III 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE FL FLOW LINE L<2 PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' EP EDGE OF PAVEMENT IN OVERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH FF FINISH FZOOR 10 5 0 10 20 B / SECTION B APPROVED TREES, SHRUBS, OR COMBINATIONS THEREOF. SHRUBS SHALL BE'PLANTED AT 7W 70P a'WALL - / 10' ON CENTERS; TREES, 20' ON CENTER, COMBINATIONS,15' ON CENTERS. SLOPES TF TOP OF F0077NG OVER 3' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH HP HIGH POINT 1'=10' GRAPHIC SCALE W 3'MIN BACKFLOW PREVENTION DEVICES PER U.B.C., CHAPTER 70. LP LOW POINT 11 2 CF CURB FACE J zj EXTRA DEPTH 2 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE _ \� 2 7G IDP OF'CRATE /- - ti 2 OF DFOO IMENSIONED USED TO:PROTECT ADJOINING PROPERTIES DURING THE GRADING PROJECT. � 0p 9 � BE OiMENS/ONED 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINEDDURING CONSTRUCTION NOTE m ON PLANS `D$ Ex GROUND THE RAINY SEASON AND SHALL BE IN PLACE AT THE FEND OF EACH DAY'S WORK. f 22.19 FL 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. ® MAILBOX 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE X 1275.0 EXISTING SPOT ELEVATION � PERMITTEE. (1290.OD) EXISTING ELEVATIDNS L\ OS B'MAX/MUM 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. .12%,00 PROPOSED ELEVATIONS uKi /�° / ' 2X MIN HT.RETAINED 1.322.0 BY SEPARATE 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO I 20%MA COMPLETION OF GRADING OPERATION. EXISTING WALL oN I� ,�� / r_ 12"A/IN ,FOOTING(SEE PERM/T 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR J� EXISTING GUY WIRE / / - FOUNDATION PLAN) ALL SLOPES IN EXCESS OF 3 FEET VERTICAL HEIGHT WITHIN 90.DAYS AFTER O EXISTING POWER POLE 4 COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE - EXIST.CHAIN LINK FENCE O 050 R/W 'Lti/ �. i• SECTION C NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 33. ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING o Swo R�jy i M FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS, WHETHER OR _ _ _ _ 35 'rn O S •2900, •' ,,y NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. 34. THE DESIGN ENGINEER SHALL'PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED CONSTRUCTION NOTES 7 1 PAD,PRIOR TO ROUGH GRADE APPROVAL CONSTRUCT DRIVEWAY PER RIVERSIDE COUNTY S PLAN FL Oi TD 131s.5 O •;' � -'0 _� �� `. g z CT 35. APPROXIMATE DATE OF: BEGINNING OPERATION: DECEMBER, 2006 NO. 207. COMPLETION: DECEMBER, 2006. O CONSTRUCT 4' THICK SIDEWALK PER RIVERSIDE COUNTY STD 401. - - A e r - 1 1 Q 21 SLOPE C s�"_��F = W 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM:DIMENSION GREATER THAN - - r• ( 375• �EX/SANG ;r 3 CONSTRUCT CURB & GUTTER PER RIVERSIDE COUNTY 3"WILL BE PLACED IN FILLS WITHIN ROADBED AREAS OR 3' OF FINISH GRADES, O ,� � ','.'',,," 6.'`L' ..;' ."' GROUND a 00 STD. 200. MODIFIED TO MATCH EXISTING. 'O, _ I z m UNLESS THE LOCATION, MATERIALS, AND DISPOSAL METHODS ARE SPECIFICALLY �;.�w;� �� - s - APPROVED BY THE SOILS ENGINEER. Q CONSTRUCT GROUTED RIPRAP +�"` .' � - - ,.,;;.. _ - 2 7 MIN R x1 37. THE ENGINEER MUST SET.GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN 3 EXTRA DEPTH f MAX ..�... s CONSTRUCT 6` PCC DRIVEWAY. EXISTING AC U g H. RETA/VIED INSPECTION BEFORE APPROVAL. O OF FOO77NG TO BY SEPARATE 36. BY PERMIT WILL NOT DEPARTMENT. ISSUED UNTIL ALL RETAINING WALLS ARE APPROVED © CONSTRUCT 3` AC OVER 6' AB. m ON PLANS DN' Pt77M1T O7 CONSTRUCT 6' WOOD FENCE, MILL EXIST AC ROAD �T FS PAD ECEV b *OB CONSTRUCT VARIABLE HEIGHT RETAINING WALL (8' MAX) �7 1 EARTHWORK QUANTITIES IN CUBIC YARDS BY SEPARATE PERMIT THE OUAN77TY SHOWN ABOVE/S FOR BONDING PURPOSES ONLY. SHRINKAGE Q CONSTRUCT 3' GUNITE GUTTER PER DETAIL HEREON. 1319.74 FS SUBSIDENCE AND SURFACE LOSE FACTORS ARE NOT INCLUDED. CONTRACTOR IS TO 1D CONSTRUCT 12" DRAINAGE INLET AND GRATE PER Fp� 1" Lp. , FLUSH 12'MIN BUILD THE PROJECT PER THE PLANS AND BID THEIR OWN OUAN77TY"TAKE-OFF". DETAIL HEREON. B L.S. 3898 SECTMI D CUT ------------------- 450 CY 11 CONSTRUCT 8" PVC PIPE *NOTE: RETAINING WALLS ARE NOT A PART OF THIS PERMIT FILL ------------------- 150 CY Q CONSTRUCT DIRT V DITCH 6" DEEP AND V WIDE AT 2% RETAINING WALLS DESIGN SHALL BE BY SEPARATE PERMIT THROUGH BUILDING & SAFETY SLAB THICKNESS PER STRUCTURAL ENGINEER EXPORT ------------------- 300 CY RETAINING WALLS BY SEPARATE PERMIT ** ** W'1D CERTIFICATION REVISIONS: fiY DATE PREPARED UNCER THE SUPERVISION OF: II,IE PA7dAj�,]ATC COR LIBERTY DRiVE QP�E�I CORONA, GA 928B1 CITY OF LAKE ELSINORE These plans have been reviewed for compliance with the 56� FA9y�c� -- PHONE(951)898-0772 FAX(951)278-4110 TOLL'FREE -_ cave a 7tfAPrTc Bn7anmeRwa GRADING PLAN appropriate conditions of development and/or City and ELIE G.FARAH,P.EJ00-227-2600 State laws, and a ermit can be issued 07•�31- SCALE: BENCHMARK: THMP * R.C.E.42080 uc.`EXP. 3/3y2ooa DATE:n e NW CORNER OF MILL ST In c�zmo T.B.M.f,E EE:IJ16.10 T.G o srA 1J+27.60 LT.CN & P ELL S T 9EAST TWO DAYS Q D / of!SHEETS BEFORE YOU DIG i_�.�r '^i •.r As Narea SHEET 77 C4�11 Of/MPROKIIENT PLAN FOR MILL Sr., I:NDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA Kan SwMaio / 'lF OFIVI\'1") _ ASSESSORS PARCEL NUMBER dry RLL Na STA-1.20 FILE NO. R.C.E. 56915 LIC.EXP. 6/30/2007 DATE: I /� OL Ct`L APN-373-093-017 DATE.77/08 06 FOR: CHIM L BELTRAMO ?e✓ie.+e°>'j1'qAffrnv1.( H4✓✓IS AwA d1SSeds>< ytrry �o/sue/o9`'� _