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HomeMy WebLinkAbout645-1 GRADING NOTES: CITY OF LAKE ELSINORE 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCE NO.801 AND 882 SEE SHEET 2 FOR AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST EDITION OF THE U.B.C.,APPENDIX,CHAPTER 33. ROUGH R�®IN EASEMENT GRADING 2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE PRIOR TO ANY COUNTY OF RIVERSIDE I �• L A N OPERATION. , TRACT No. 25470 3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT / (1-800-422-4133)48 HOURS PRIOR TO GRADING N 4.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF /) / BEGINNING GRADING OPERATIONS. S.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. TR.25478 3 6.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. I 0 100 200 400 600 800 I<aZpsyPo)G 1 ce _� �' J,a� `'� ❑7.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL R 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL _\ p BE SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 90%RELATIVE COMPACTION OUT TO FINISHED SURFACE. ?aj /- e ,s � �� D SCALE: 1"= 200' us 4y L21 N2 (N89'42'39Y s0 ~� 8.FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER [/ . ., -USSR-70 TEST METHOD. N83_48'S91RL a 9.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING N395�4�v(� Z27 28 29 30 136 " z ❑ INSPECTOR AND APPROVED SOILS TES7ING AGENCY PRIOR TO THE PLACING OF FILL. L11 26 ✓ 119111YIp C 135 $ 10.ALL FILL MATERIAL SHALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS / _ U U3 25 �pAaLln' f 34 137 m _ OT" N APPROVED BY THE SOILS ENGINEER. 13 ,4 133 N843814'W 11.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2"PER FOOT FOR 31 VICINITY MAP - z m❑ z'""0''0°1OM" 15 23 32 SEE SHEET 2 FOR R INDEX MAP 32 8 -`` N,T.S. MINIMUM OF 3',THEN 1%(MINIMUM)TO FLOWLINE OF EARTH SWALE. ! 12 / 139 _ �� �`� SEC.28&29 T.5S.,R.4W 11 i PAGE 836,F-7, & THOMAS.4W MAP AN MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN 10', 16 22 33 '/ 131 �_ AND 2%IF CUT OR FILL IS GREATER THAN 10'.DRAINAGE SWALES SHALL BE A MINIMUM E 0.5'DEEP AND / ,' CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. 10 I 17 /: 21 34 1 130 Ii QQ ,29 `,44 �tJT\1 13.PROVIDE 5'WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. 9 !, 18 35 LEGAL DESCRIPTION T 20 ' - ' -- BEING A SUBDIVISION OF A PORTION OF PARCEL 2 OF PARCEL MAP N0.19924 FILED IN 128 "` V 145 - ' , 14.PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YR.STORM FLOWS ALONG THE TOP OF CUT SLOPES. ' \ '�� BOOK 122,PAGES 44 THROUGH 48,INCLUSIVE OF PARCEL MAPS, RECORDS OF RIVERSIDE I J / 19 36 \ �� \'' / i27 t49 14814 146 ,- h--`w COUNTY, CALIFORNIA TOGETHER NTH A PORTION OF PARCEL 2 OF LOT LINE ADJUSTMENT 15.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. \ 37 ..._„; NO. 02 O8 RECORDED AS INSTRUMENT NO. 2003 169226, OF OFFICIAL RECORDS OF SOILS8 SO A REPO ENGINEER SHALL BE RETAINED BY THE DEVELOPER, DI SUPERVISE DRAPING AND PROVIDE I FINAL . Vm e11"m 126 =-`" -- 02-09RIVERS1DE COUNTY,RECORDED CALIFORNIA,TOGETHER NTH NO. 2003-69225 OF SAID OFFICIAL RECORDS.T NO.SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF N41'18'2TE �,� ....._- 1501151 153 THE SOIL ._. 15 __ 17.GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS �� 44 40 n ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARMENTS PRIOR TO ISSUANCE OF BUILDING 155 ` PERMITS. as 1 INDEX OF SHEETS: " 47 I N 18.THE SOILS ENGINEERING INVESTIGATION DATED 09/30/03 PREPARED BY A18U LOT "A 75 41 124 183 182 156 SHE NO. DESCRIPTION 5-KEEFE&ASSOCIATES AND THE _ ENGINEERING GEOLOGC INVESTIGAMON DATED 09/30/03 PREPARED BY ALBUS-KEEFE&ASSOCIATES,SHALL BE 1 48 / 74 . / 42 ! 157 I I TITLE EX MATT BOUNDARYMAP 184 181 2A IN CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE COMPLIED WITH. � � 73 43 12Y I ,,_.....- DETAIL SHEET EASEMENT GRADING MI ' 68 - ROUGHN GRADING PLAN PLAN SHEET EL A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION N BUILDING PAD - 72 '` 69 /� 180 158 1 CONTROL PLANX&DETAIL SHEET PAN SHEET DETAIL SHEET ELEVATION.WHERE SPECIFIC ELEVATIONS ARE REWIRED,THE ELEVATION(SURF RESPECT QU MEAN SEA LEVEL) \ _ 121' i,85 _ SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 49 0 71 7O � \ 66p 4 /•'4 ,79 159 DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ., "`��;� / �' -. 1 120 20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY 1 20 EROSION C CONSTRUCTION/GRADING. 119 21.STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO - •G`. - - ;_- t:�_`-' ':,�-� - _.._, :N69m5:. _._..::. �_ - 188 ..177 161 s2 � - 11e� QUANTITIES: D THE BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. 53 � ® ::__ �-�----- -�--- CUT FILL ESTIMATES OF EARTHWORK 0 T a ___, 22.A FINAL COMPACTION REPORT WILL BE REWIRED FOR ALL FILLS GREATER THAN ONE FOOT. 4 \ 61 /' 101 02 0 06 10t10 •' 9 , 176 11 RAW CUTNFILL 1,941,540 C.Y, 1,925,285 C.Y. 0 0710 12 11 BULKING 60 81 100 -- 13 115 117 G(8%) 155,323 C.Y. 0 C.Y. s Z 23,IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACE,IT MUST BE CLEARED,KEYED,AND SS �� BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARA7ION SHALL BE APPROVED BY A REGISTERED ' 1f "I" 80 --- .__.1 16 §0 163 BLASTING IN(B8E%D)ROCK&OVERSIZED ROCK 228 500 C Y 0 C Y SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED S6 59 _ � - •� 17 C ._....._ AND BENCHED. '_. 1 174'... ' ' ' ' " 57 / " 20 20 20 201 19 1g /J/ - A AL 133,140 C.Y. 133,140 C.Y.24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: 76 RO " ----. .p _. 0 .......,,, •` 173 165 �� SHRINKAGE N A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFlLL � 58 - I • , 77 - 8�_ � ' ' ' OF ALLUVIAL,COLLUMAL AND TERRACED AREAS AND MY SUBSTRUCTURES. �-� 84 83 / i N 19 172 '18 SUBS DEVICE(0.10'OVER 88.1 ACRES) 0 C.Y. ?4 213 C.Y. B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING -�., / ]� I' ' 99 "--, --AND FILLING FlLUNG OPERATIONS. �- � �= 171 167 ' ��"•'C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL. '-�L9Y#L- 98 '' - - , - ' OVER-EXCAVATION OF PADS&STREETS 341,036 C.Y. 341,036 C.Y.BULKING OF OVER-EXCAVATION (8%) 27,283 C.Y. 0 C.Y. D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION, MISCELLANEOUS REMEDIAL 0 C.Y. 0 C.Y. 'v 88; 1 94'19 96 �,•'�J /'� /w i I `~"�' Lq0 SHRINKAGE 25.EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH HEIGHT, ICE PLANTS AT 12"ON CENTERS OR �, 86 87� I .... -, '/. // /'' ' 253 252 5) '" 1fi9 p -__ ---_(0%)= 0 C.Y. 0 C.Y. ANOTHER APPROVED TH AP COVER.SLOPES OVER 15'IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER, : ' 250 _�"�• _ SHALL BE PLANTED PATH APPROVED TREES,SHRUBS,OR COMBINATIONS THEREOF.SHRUBS SHALL BE PLANTED AT "- - �,.� i' , 10'ON CENTERS; TREES,20'ON CENTER; COMBINATIONS,15'ON CENTERS.SLOPES OVER 3'VERTICAL HEIGHT 89 93 �,/ '' ,/'- 254, 249 ; TOTALS 2,841,862 C.Y. 2,436,308 C.Y. SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P•C.. � � � 22�' `•" BALANCE(EXPORT): 405,554 C.Y. � LOT "H" !928g � rr / � 255 248 229 22 LOT "P" 26.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT °� 90 �� ,�� 230 �226 REMEDIAL QUANTITIES ARE DETERMINED PER THE RECOMMENDATIONS OF THE SOILS REPORT ADJOINING PROPERTIES DURING THE GRADING PROJECT. PREPARED BY ALBUS-KEEFE&ASSOCIATES, INC. AS JOB NUMBER 1216.00,GATED FEBRUARY L60 <Ne 91V �256 -�'�' -' % - -" 24 4 24�' 2 / 25 L Lab 27, 2003,ENTITLED"SUMMARY OF GEOTECHNICAL DUE-DILIGENCE REVIEW AND SUPPLEMENTAL AN APPROVED EROSION PREVEN END DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON r�a T r % 41 242 243 24 ;. GEOPHYSICAL INVESTIGATION,STONEBRIDGE/RAMSGATE DEVELOPMENT, TENTATIVE TRACTS 25476, AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. •�•-- 25477, 25478,&25479, CITY OF LAKE ELSINORE,COUNTY OF RIVERSIDE,CAUFORNIA. 1 28.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. TOPOGRAPHIC SURVEY SOURCE: j'' ?ao 3s 23 z23 NOTE: 3 'I, THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEER'S ESTIMATE E ACTUAL VOLUMES I 30.THE LOCATION AND PROTECTION L ALL HALL BE O THE RESPONSIBILITIES OF THE PERMITTEE. AERIAL PHOTOGRAPHIC METHODS, FLOWN IN 03/18/1998 BY: / / _ - �' ;- '1l 2 22 222, '/ OF MATERIAL CUT AND FILLED. THESE QUANTITIES ARE FOR ESTIMATING AND BONDING 30.AN APPROVED S:T OF GRADING PLANS SHALL BE ON THE JOB SITE A7 ALL TIMES. PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN QUANTITIES 31.SANITARY FACIU71ES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING ARROWHEAD MAPPING ,�/ 1 1 ---} FOR CONTRACT PURPOSES. SHRINKAGE,SUBSIDENCE,AND ANY REMOVALS ARE BASED ON OPERATION' 431 MACKAY DRIVE i•I /1 1 i'' --__ - FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITIONS DURING L __ _'_ := IIp�6M1 32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION BERNARDINO,CA 92401 CONSTRUCTION MAY VARY. ON FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS � ❑ N OF 3'VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE (909)887-5969 r i WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. /f \\• \`,;r••': LOT JJ• �,*p,,� 33 d I 1\ ,k >c .ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF NTH THE SITE AND D � ..= � ;, �' SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS 6t E OPERATION,WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. <sa 0o'> 7 <N89'45'08'W n >74.37' g8 SOILS ENGINEER: N89'57'57W „,�,„�,, LINE DATA LINE DATA LINE DATA UNE DATA CURVE DATA 3 b (] z 34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH ALBUS-KEEFE&ASSOCIATES, INC. No. BEARING DISTANCE No. BEARING DlsiawcE No. eOUtwG DlsialVCE wo. aE4Rwc DISTANCE NO. RADIUS DELTA ARC L 6 1 U1 C E GRADE APPROVAL. LI N51'19'33"E 106.22' L17 N46'1T3TW 71.85' L3J N64'30'48"E 35.83' l50 N41'OTOS'E 244.25' Ct I144.00' ODET16' 168.80)ARC 1403 NORTH BATAVIA STREET, SUITE 115 BOUNDARY MAP L2 N51'54'58"E 67.46' L18 N56'S0'32'W IOOAI' L34 N00'44'28-E 205.10' L51 N59'57'28'E 24.1V C2 105.31' 43'55'13' 80.73' Z - �1 of 35.APPROXIMATE DATE OF: BEGINNING OPERATION: 02-16-2004 ORANGE, - 92867 L3 N54'08'03"E 65.44' L19 N6T59'26-W 13.24' L35 NO7'35'52-E 183.31' L52 N8945'16W <41.30'> C3 98.86' 28'10'08" 48.60' Z R' COMPLETION: 02-18-2005 = I r$ $ J.N. 16.00 60 L4 N5J'30'33"E 61.90' L20 N8T13'31-E 26.21' L36 NO4'30'25-W 124.54' L53 N3553'23'E <23.33'> C4 34.00' 58'42007" 34.83' E9€i 0 36.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAX DIMENSION GREATER THAN 3"WILL BE PLACED IN J.N. 1216.00 L5 N46'10'24-E 58.14' L2I N76'03'21-E 25.83' L37 N83'27'58-W 187.98'1 L54 No0'O2'D3'E <60.00'> C5 200.00' 24'19'58" 84.94' E FILLS ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL L6 N41'18'27"E 65.00' L22 N50-33'36-W 57.18' 00 L38 N0o'oo°E 122.12' L55 N15'20'24"E <116.005 C6 <200.00' 35'38'39" 124.425 o 3 a�i METHODSDS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. L7 N04'00'24"W 19.06' L23 N00'00'00°E 54.77 L39 N53'15'51'E 188.37' L56 N48'06'35"W <41.225 C7 <20.00' 90'0000' 31.42'> 37.THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE LB N49'45'43'E R 154.40' L24 N11'O1'O5'W 80.27' L40 N72'24'31-E 60.49' L57 NOO-24-03-E 177.03' $ APPROVAL' OWNER/DEVELOPER: L9 N23'58'10"E 109.93' L25 N26'16'40'W 68.19 1L41 N81'31'51'W 80.30*1 L58 N89'27'05'E 119.98' 61.43' L28 a� 38.GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDING CENTER HOMES 110 N86'58.15-E N6714'52'W 99.89' L42 NOY07'33-E 44.411 L59 <NB9'27'05°E 102.OD'>u1 N79'I9'43"E ss.ae' L27 No0'OO'oo'W u9.6P w3 N5e'53'33'E 1J6.a5' L6o ae6aD'ss"w a3.0Y> DEPARTMENT. L12 (N66'O8'47"E 121.93' L28 N1T45'22'W 105.15' L44 N2703'35'E 88.00' L61 <N}9.4TSSY/ 87,19'> 2280 WARDLOW CIRCLE,SUITE 150 CORONA,CA 92880-2896 rob L13 N81'02'181Y 29.8T L29 N2T10'30'E 113.78 L45 N5O23'45"E 8J.79' L62 <N17'13'55W 151.70'> ^<a TELEPHONE (909)279-4000 L14 N23'46'25-E 26.59' L30 NB2'49'17'E 151.73' L46 N38'16'54"E 35.65' L83 <N2722'55"W 108.470> r� FAX (909)273-2100 L15 NO2'26.16-E 39.86' L31 N0705'3B'E 170.59' L47 N1T48'O1"E 29.96' L64 <N33'34'S5'W 123.00'> oL16 N184o'53"E 30.63' W2 [N07'S1'19"E 167,75' L48 N4T46'43"E 15.49' L65 <N49'27'OS"E 25.007 N $o MG /4 - ERT L49 N01'11'30'E 187.53' L66 <N45'34'55'W 164.00'> WDID #833C325191 R INS: - PREPARED BY: PREPARED BY: �Y OF LAKE EL$VWMUSC AND GS BENCH MARK DISK IN CONCRETE HUNSAKER dE ASSOCIATES MONUMENT STAMPED D 307 1935, IS 38 FT WEST QpOFE6Slp4\ i o IRVINE, INC RQ0 �� 1 o$ OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT Ao HUOafSkY1 PAUL R, DOLESTON,JR.R.C.E.58020 EXP.6/30/06 DATE ;; INLAND EMPIRE REGION OF �e AE1'E p BEFWORKORE SOUTH OF POWER POLE 19319 CWT. ��� °y`"o 2900 ADAMS STREET SUITE A-15 RIVERSIDE CA 92504 t909)352-7200 TRACT NO. 25478 $� YOU DIG A'eloinin Wo//Revisan- See ShY'f 2 /5 &N0.Seo20 SE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PLANNING/ENGINEERING/SURVEnNC/GOVERNMENT REU710N5 � c, HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. a 1i Ems'6/�Na 8 TOLL FREE 1-800-227-2600 MARK DESCRIPTION BY APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR TITLE SHEET r ( •rr plYl� CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: 1"=40' PREPARED FOR: CENTEX HOMES SHEETS n A PUBLIC SERVICE BY f UNDERGROUND SERVICE ALERT DESIGNED BY: MATTHEW BUSCH DRAWN BY: MATTHEW BUSCH pf 0A1.1fp4 2280 WARDLOW CIRCLE,SUITE 150 w'0 FOR. F.©. FILE No � ELEV. 1425.76 NAVD 88 Q-� AC�9,/O¢ CORONA, CA 92880-2896 z x CHECKED BY: PAUL HUDDLESTON PROJECT MANAGER: MATTHEW BUSCH DATE: JULY 2003 0919-25478 CENTEX HOMES Iy/ KEN A.SEUMALO CITY ENGINEER RCE 56915 (909)279-4000 i 0