Loading...
HomeMy WebLinkAbout669 CITY OF LAKE ELSINORE GRADING NOTES: SANDBAGS(2 NIGH) /\ pL (EXISTING GROUND) (PLACE PER PLAN) : pl VICINITY MAP Il.t,.S. 1. ALL WORK SHALL BE DONE IN ACCORDANCE NTH THE CITY OF LAKE ELSINORE ORDINANCES NO.801 AND 882 AND APPLICABLE STANDARDS \I 4.5'to 8' •� 'sue C1 AND SPECIFICATIONS AND THE LATEST EDITION OF THE U.B.C.,APPENDIX CHAPTER 33. SANDBAGS(I HIGH) / \ EXISTING CROUN 4 ?,,RAP(PER PUN) \ s� 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR TO ANY OPERATION. 1.0`�O / I.5' _ 5:&W,N 3. THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT(1-800-227-2600)48 HOURS PRIOR IDEPR` TO 6 LOT 13 1 7 Ey / (P I Pam) FLTER FABRIC oSSl Olt (j4} \� y 4, THE GCONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING GRADING \ OPE N. SECTION 2-H" PL 1' I fly PROPOSEDRESIDENCE I GARAGE I/ I -J�•� CLASS 2 BASE FABRIC COVER RnL1-OEi \,61 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. SANDBAG DETAIL N.T.S. OO I 7.9 RIP RAP 1 O4bpt El 6. OUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN FOR EROSION CONTROL s 11.7 SUB= 93.41 °2 °R R� ON THE PLAN' LOT 11 «,� I DETAIL N.T.S. \ 1O1Ty�' S7 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL BE SHOWN ON PLAN, INSTALL ALONG LIMITS OF GRADING (DAYLIGHT) ( PROPOSED I SILL -PAD= 93.08 8 EROSION PROTECTION \ sr G, �1 y AND SHALL NOT HAVE LESS THAN 907E RELATIVE COMPACTION OUT TO THE FINISHED SURFACE n FAISHED GARAGE RESIDENCE - 3 0 4%(41110 �� 8. FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER A.S.T.M.D-1557-70 TEST �' p GRADE I I 10.9' FO 6 1DE TH) \ Av h METHOD. o D S' 89.22 °'.� I.0(�RI O 6" - A:1Y 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING INSPECTOR AND STRAW WATTLE I"x 1"STAKE (EXISTING GROUND) OEPRI© �hQ I 1,5' UKES/YORE G."•� APPROVED SOILS TESTING AGENCY PPoOft TO THE PLACING OF FILL a Cz(B"-10"DWAETER) /.- PAD= 88.89 o OR _'"�N k,�$- (PER PUN) '� 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACE UNTIL PREPARATION OF GROUND IS APPROVED BY THE SOILS o Gl / y V 3'O 4X(WN) 1,���N) 9 LAKE ELSINORE ,J ENGINEER,DEEPENED z O ~ �'��""•^ 11. FINISH GRADE SHALL BE SLOPED AWAY FROM AL EXTERIOR WALLS AT NOT LESS THAN 1/2"PER FOOT FOR A MINIMUM OF 3,THEN 1% m C I.0'NM O 6r �_ (MINIMUM)TO FLOWUNE OF EARTH SWALE. ErRIO SECTION CAS - CAS ) �� "z CO NOTE: 6 kwl� 12. MINIMUM BUILDING PAD AND DRAINAGE SQUALL SLOPE SHALL BE IX ff CUT OR FILL SLOPE IS LESS THAN 10',AND 2X IF CUT OR FILL °m m STRAW ROLLS MUST BE PLACED SCALES: 1"=20'Horiz. y �l IS GREATER THAN 10.DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND CONSTRUCTED A MINIMUM OF IS FROM THE TOP OF � ALONG SLOPE CONTOURS 1"=4'Vert. �q_ •S r, �= CUT OR FILL SLOPES O(ALTERNATIVE TO SANDBAGS) ) 13. PROVIDE 5'WIDE BY 1'HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL ALL SLOPES OF S HIGH. STRAW WATTLE DETAIL EROSION CONTROL NOTES: 14. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF CUT SLOPES. N.T.S. A. IN CASE OF AN EMERGENCY,CALL MR.MAPoO MEDINA 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. TO FLINT STREET AT(760)723-9839(24 HOURS). 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER,TO SUPERVISE GRADING AND PROVIDE A FINAL SOILS REPORT WHICH 8. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW PLACEMENT OF EROSION CONTROL INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF THE SOIL EX SEWER MH(TBM I I AND INSURE THA THE IN ACCORDANCE WITH THE APPROVED PLANS. RIM = 93.59 ) \ 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT ER I SOILS ENGINEER SHALL BE 101 10q 10S 100 108 I I 294Gf0¢ SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS 107 1� •I IO I = I I JOHN'T.4EINHART,R.C.E.No.23464,EXP:12-31-05 DATE 1& THE SOILS ENGINEERING INVESTIGATION DATED JUNE 7,2004 AS PREPARED BY T.H.E.SOILS CO.AND THE 3 I ENGINEERING GEOLOGIC INVESTIGATION DATED JUNE 7,2004 PREPARED BY T.H.E.SOILS GO.,SHALL BE 1 99 02 ? E C. A STANDBY CREW FOR EMERGENCY WORK HALL BE AVAILABLE AT ALL TIMES O Q � CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED NTH. J > I � DURING THE RAINY SEASON,OCTOBER 15 T T 01 I HROUGH APPoL 15. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT (EX TREES 3 a JV LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVISES OR TO 19. A REGISTERED CIVIL ENGINEER OR UCENSEO LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION.WHERE H) c2 h REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT, SPECIFIC ELEVATIONS ARE REWIRED,THE ELEVATION(NTH RESPECT TO MEAN SEA LEVEL)SHALL BE GIVEN.IF AN ELEVATION WITH 100 A 101 " k I N I RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 8 Lot 15, 8 Block 77, M.B. 1/47 I \w� I D. ERDSICN C O T THEROL DCITY EVISES ENGINEER NOT BE MOVED OR MODIFIED WITHOUT THE 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCT ON/GRADING. l'\ . iy M u 99 i 8 , $ I` I E ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVISES SHOWN SHALL BE IN J 21. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND 9 u PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE DAY RAIN PROBABILITY ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. 1 S x o --n 1, �,✓,(. SO FORECAST EXCEED 40 PERCENT. u' e� m -96'1l 96p3 S n 9y1 f,'S A'8P �L1) 7 sl1 I 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. o O _ N 71"31'00" W .150. D' 9 vvvN"-P F. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHAM BE REMOVED FROM CHECK ( •( g �J�I' I BERMS AND DESTLTING BASINS. ANY GRADED SLOPE SURFACE PROTECTION $ 37 -"'D6",°,o ,7'WSfi 'SOx I 1 6A� a' 1 23. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED,IT MUST BE CLEARED,KEYED,AND BENCHED INTO FIRM I o C IP 9 1y, 6 - �, q.LY (gg.jA f1• I. MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF C •--� S \ h R _ J " .. l�• FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE REWIRED TO BE KEYED AND BENCHED. m O Q•K_ \ t9 G. FILL SLOPES AT THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE TOP OF z Z / A 8x6.5' t%,M_IN yry'Sg --ts :•w' 1 - 10 4.5�x6' I THE SLOPE AT THE CONCLUSION OF EACH WORKING DAY. 9 C Q DAYLIGHT LINE 24. THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: z a+ CL gg I H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO z Z 1 PREVENT PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFlLL OF ALLUVIAL COLLUVIAL AND m o C 30 0 MT 20 Drive -I p 2• NT 1 I THE DEPTH EXCEEDS TWO FEET OR CREATES A HAZARDOUS CONDITION. TERRACED AREAS AND ANY SUBSTRUCTURES m o APN 4-041-009 kl moo-PROPOSED; 20.33' . °tee'� L tc ' OPERATIONS "a m N,:RESIDENNCE g7.50 Q B. DURING ALL ROUGH GRADING AND INCLUDING BENCHING AND FILLING LOt 13 ,-,�,/ II SLAB 9341� <T � (86.99) Q) � C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL N� A F\ (�J: PAD 9308 s g1 I\ v S ENGINEER'S ESTIMATE OF D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. . CONSTRUCTION NOTES: / PROBABLE QUANTITIES: 25. EROSION CONTROL:ALL GRADED ROPES SHALL DE PLANTED WITH ROSIER ICE PLANT AT 12"ON CENTERS OR ANOTHER APPROVED GROUND m ' Lb COVER.SLOPES OVER 15'IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS, 7 ___e1_iNAY,1 tG I I Z20 OR COMBINATIONS THEREOF.SHRUBS SHALL BE PLANTED AT 10'ON CENTERS;TRESS,20'ON CENTER,COMBINATIONS,15'ON CENTERS. 1Jf 0.00' `o - _ I ((g6•- EXISTING IMPROVEMENTS&UTILITIES-PROTECT IN PLACE. (AS SHOWN) SLOPES OVER 3'IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. n\ g3•r'S gN 9343M mB+l '� OJT 1 YIN CONSTRUCT CONSTRUCT DEEPENED FOOTING(MIN O 1'BELOW NATIVE GROUND)IN FILL AREAS oP• B.51 2 F 140 L.F. 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING N 9 92.26.3, g�B. 11�4.3' �e,P N-4.3' ��p'� POLE O THE GRADING PROJECT. (Ex cYi, 66 c+�o ��• 7 g E Box) V O3 CONSTRUCT 20'ITDE CONCRETE DRIVEWAY APPROACH PER COUNTY OF RIVERSIDE STANDARD 2 EA. 27. APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON AND SHALL BE IN PLACE AT m NEj /�(��\ n I I N0.207,AMERICAN PUBLIC WORKS ASSOCIATION STANDARD PLAN N0.110-1(TYPE'W), THE END OF EACH DAYS WORK. w^ (! Lot 11 N /�°/ 'r N �T AND CITY OF LAKE ELSINORE REQUIREMENTS 4 )• n P�(�QpPpQp$EDp. � 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. Cfi AP 374-041 O O � 'o..RESIDENCE S 661 fN I p 4 CONSTRUCT 26 WIDE PAVED DRIVEWAY PER COUNTY OF RIVERSIDE&CITY OF LAKE 1,680 S.F. B "T l�06 O I O 29. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE V� SLAB 8922 � ELSINORE STANDARDS AND REQUIREMENTS �? ^ z k�� AD 8889 2. { - ` I 30. AN APPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES .x`9.3 � ./^O6 ,$• (EX FIRE HID) OS CONSTRUCT 3'WIDE CONIC.BROW DITCH(BEHIND TOP OF WALL)&PER GRADING NOTE No.14. 100 LF. E c'S / «15 5 4 gt,,•� 1n. I 31. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING OPERATION. x v 3+46 CL 6 CONSTRUCT EARTHEN DRAINAGE SWALE PER GRADING NOTE No.12. 485 L.F. II ,•300 v 20 prlvaw O 32. ALL SLOPES SHALL BE PLANTED AN IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS OF 3 FEET Y I W VERTICAL HEIGHT W THIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO. DA IGHT LINE o e g1• q��' k11�aI I Q7 INSTALL SANDBAG EROSION CONTROL(2 HIGH)PER DETAIL ON THIS SHEET. 365 E0. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 0�--'•' + 1X M/N,t�- _ _3 7MAx �g'1.91� I O 'off mx ®CONSTRUCT CONCRETE BLOCK RETAINING WALL AS SHOWN. 100 LF. 3,} ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE SOLELY WALL PER A SEPARATE PERMIT THROUGH THE BUILDING DEPT.] RESPONSIBLE FOR ANY DAMAGE TO EESTING FACIUTIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATIONS,WHETHER N 71'31' O" 150.0 r �s OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. ©IN 6 I ) (EONDW x 6,Hnd (EX WALL) f 6 7 I ��S 00 �I O9 CONSTRUCT CONCRETE BLOCK RETAINING WALL ALONG PROPERTY LINE AS SHOWN. 95 LF. [WALL PER A SEPARATE PERMIT THROUGH THE BUILDING DEPT.] 34. THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL 10 CONSTRUCT 27 S.F.to 52 S.F.b 18'DEEP OF FACING 15"A Rock Sze RIP RAP 4.4 C.Y. 35. APPROXIMATE DATE OR BEGINNING OPERATION: NOVEMBER,2004 30 I ' 30 O Y ( v9• ) N G BOX 10 82 EROSION PROTECTION PER DETAIL ON THIS SHEET. COMPLETION: DECEMBER,2004 36. NO ROCK OR OTHER IRREDUCIBLE MATERIAL WETH A MAXIMUM DIMENSION GREATER THAN 3"WILL BE PLACE IN FILLS WITHIN 2 o I ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL METHODS ARE SPECIFICALLY a z W n I APPROVED BY THE SOILS ENGINEER. o (E STING ESIOEN E) I W 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. P z a 3 o ESTIMATED EARTHWORK QUANTITIES: m Lot Block 77, M.B. 1/47 1 I k k 81 4, J 38. GRADING PERMITS WALL NOT BE ISSUED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. N z W � m`O �1 fJJ'���0 / 0: 6 wl ,6' RAW CUT= 600 C.Y. 39. ANY BUILDINGS IN A FEMA FLOOD ZONE SHALL HAVE A FINISHED FLOOR ELEVATION CONSTRUCTED ABOVE MINIMUM FEMA REQUIREMENTS. o p FILL w/15%COMPACTION = 50 C.Y. 40. ALL PUBLIC WORKS REQUIREMENTS SHALL BE COMPLIED NTH AS A CONDITION OF DEVELOPMENT AS SPECIFIED IN THE LAKE ELSINORE n MUNICIPAL CODE(LEMC)PRIOR TO BUILDING PERMIT. rn I I I ESTIMATED EXCESS= SSO C.Y. 41. THIS PROJECT PROPOSES NO OFF-SITE GRADING AND REQUIRES NO OFF-SITE GRADING EASEMENTS. o SOILS ENGINEER'S CERTIFICATE TO POTTERY STREET THESE GRADING PLANS HAVE BEEN RENEWED BY THE UNDERSIGNED TOPO SOURCE: REPRESENTATIVE: DIGALERT AND FOUND TO BE IN CONFORMANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS OUTLINED IN THE SOILS AND GEOLOGICAL „„„„„,„•„ a RECONNAISSAN EPORT PREPARED FOR THIS DEVELOPMENT. '-MR.MINE SPIRO MR.MARIO MEDINA �""""'� M.C.SPIRO LAND SURVEYING 2954 ALTA VISTA DRIVE DIAL TOLL FREE 20 0 10 20 40 80 644773 INCH EL PARDUE A B(760`CA 92068 Sig lure) (RCE No.) (Dote) N •" 92009 NAB OLEOASIzTWEFORE U➢AsYOSo "" TEL(760)476-1008 FAX:(760)723-9839 v DIG FAX:(760)476-1721 SI nature RCE No. (Dote) SCALE: fee 20' UNDERGROUND S8R710E ALERT OF SOUTHERN CALIFORNIA L� cD BENCHMARK: Lots 11&13, Block 77, S.D.Hazard Sub. M.B.1 47 REF: #188.27 SHEET No. NOTE: CITY: CITY OF LAKE ELSINORE ENGINEE THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE W TH pal A� o WORK CONTAINED WITHIN THESE PLANS THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND •( FRE/1y°'NR"D JOHN T. REINHART, R.C.E. AS SHOWN ABOVE CITY OF LAKE ELSINORE y ENCROACHMENT NOT COMMENCE UNTIL AN CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUEED. y ENCROACHMENT PERMIT AND/OR A GRADING 71, P.O. BOX 2105 TBM: EXISTING SEWER MANHOLE, LOCATED ON PRECISE GRADING PLANS PERMIT HAS BEEN ISSUED. / 9 TEMECULA, CA 92593-2105 *Q� �� �/ / TEL: (951 757-4532 KELLOGG STREET, 125.5' NORTHEAST OF THE O. THE PRNAM ENGINEER SIGNING THESE PLANS IS i / /f O¢ R.C.E.RC NO.23464 ( ) NORTHERLY PROPERTY LINE OF LOT 13. MEDINA PROJECT Q RESPONSIBLE FOR ASSURING THE ACCW AND �SEUMALO, R.C.E. DATE {r Ev 12/31/05 it FAX: (951) 699-3469 RIM ELEVATION: 93.59 ACCEPTABILITY OF THE DESIGN HEREON,IN THE EVENT OF R.C.E.No.56915,EXP. (ASSUMED). APN: '�374-041-009&010 OF 1 SHTS. OISCREI-IES ARISING AI ER CITY A➢PROVAL OR WRING Uj CONSTRUCTION,THE PRNATE ENGINEER SHal BE JX• CIVTV- ��. J RESPONSIBLE FOR DETERMINING AN ACCEPTABLE SOLUTION MARK BY DATE REVISIONS APPR. DATE 4h,��,TT� PREPARED BY: R.C.E. No. 23464 J' SCALE: FOR: Mr. Mario Medina W.O. FILE No. 4 AND REVISING THE PLANS FOR APPROVAL BY THE CITY. ENGINEER CITY RECOMMENDED DATE DATE Z9DGTd¢ H: 1"= 20' V: N/A or,-1V ei �}&a 1�Tifiu��1A 187.2� o