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HomeMy WebLinkAbout509-1 GENERAL NOTES MODEL PRECISE GRADING PLAN 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELSINORE ORDINANCES N0.801 AND 882 AND APPLICABLE STANDARDS AND SPECIFICATIONS AND THE LATEST U.B.C.APPENDIX CHAPTER 33. 74 2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR TO ANY OPERATION. 0 3.THE DEVELOPER AND/OR THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND USA ALERT(1-800-422-4133) © p CITY TR.2 I \� 48 HOURS PRIOR TO GRADING. TRACT 174131 4.DUST SHALL BE CONTROLLED BY WATERING. RAILROAD5.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZ.TO 1 VERT.,UNLESS OTHERWISE SHOWN ON PLAN. LOTS 12 12 9 OF �ESERVOIR LAKE 6.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZ.TO 1 VERT.,UNLESS OTHERWISE SHOWN ON THE PLAN AND SHALL NOT HAVE LESS THAN 90%COMPACTION OUT TO THE FINISHED SURFACE. ELSINORE i I I I 'htR�„f PROJECT SITE I 413 7.FILLS SHALL BE COMPACTED THROUGHOUT TO 90%DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER AS.T.M.D-1557-70 TEST METHOD. _ s 8.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED AND INSPECTED BY THE GRADING IRorO cAt+roN om INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO PLACING FILL. I v 24 ( D 158 55 23 22 1 10 109 08 107 106 105 1- 03 102 101 VICINITY M A P 9.ALL FILL MATERIAL SHN.L BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS I 5 15 21 _ 112 11 N.T.S. l APPROVED BY SOILS ENGINEER. / I 5� 20 19 18 I 14 13 -_- - Z 10.A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER TO SUPERVISE GRADING AND PROVIDE A FINAL / 15715 15 5 4 17 TSB 15 _- V - \ SOILS REPORT WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS / 59 4 - \ a OF THE SOIL / / 8 147 - J 27 28 (29 30 31 32 33 134 35 36 37 \\ LIm 11.GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY / / 18u82 4814 44 25 28 38 39 \ \\ I v A SOILS ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO 191 6� 14 4 14114 13 138 n ISSUANCE OF BUILDING PERMITS. 19 16 h19 115 12.THE GEOTECHNICAL REVIEW OF GRADING PLANS FOR TRACT 17413-1 DATED APRIL 13,2001 8918g PREPARED BY GEOCON ENTERPRISES,SHALL BE CONSIDERED A PART OF THIS GRADING PLAN 192 AND COMPLIED WITH. 193 187 ,y4.. 8 189 174 175 42 \ �94 86/185' � 17 171 17 173 1 y� 80 \ 13.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: 18 1 114 1113 43 I A UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE 195/ �183 112 84\ 79 BACKFILL OF ALLUVIAL,COLLUVLAL AND TERRACED AREAS AND ANY 198/ 8218 124 125 I 44 i I LOT AREA TABULATION SUBSTRUCTURES. g 78 B.DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRECOMPACTION, 197/198 7 7 I 126 111 85 45 BENCHING AND FILLING OPERATIONS. 177 176 1 77 I LOT NET AREA LOT NET AREA LOT NET AREA L07 NET AREA LOT NET AREA C.DURING INSTALLATION OF BUTTRESS AND CANYON SUBDRAINS AND FILTER 99/00 -J 1 127 110 86 46 I' / (S.F.) 9 (S.F) j (S.F) / (S-F) / (SF) o MATERIAL. 20 128 75 I' 1 8,256 46 5,415 91 51516 136 5,745 181 61121 D.WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. p 0 1 109 I 87 47 I 2 8,042 47 5,425 92 5,331 137 7,419 182 6.337 f 0 75 3 6,153 48 5.413 93 5.301 138 5.987 183 7,239 i 0 207 129 88 48 4 6,302 49 5,389 94 5,285 139 5,539 184 7,287 n 14.APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT 208 1 108 5 6,124 50 5,355 95 5,290 140 6,064 185 7,186 ADJOINING PROPERTIES DURING THE GRADING PROJECT. L-_- 1 89 74 49 6 6,438 51 5,365 96 51455 141 6,740 186 6,941 n ZSID 107 I 7 8,210 52 5,363 97 6,521 142 6,715 187 6,898 J 15.APPROVED EROSION CONTROL PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SHE 108 90 73 50 0 8 9,583 53 5,340 96 5,906 143 6,487 188 6,708 0 SEASON AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. 131 I N 9 9,307 54 5,339 99 7,658 144 6,121 189 6,518 - I lO5 91 72 51 I / II f0 9,949 55 5,315 100 6,656 145 6,069 190 5,628 N 132 J 0 11 6,324 56 5,314 701 6,384 146 6,288 191 6,618 16.ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. 104 92 71 52 I 12 5,797 57 5,812 103 5,561 148 6,215 192 5,526 g 133 I f 3 5,797 58 5,812 f03 5,56f 148 6,215 193 5,999 a w 14 5,698 59 7,575 104 5,554 149 6,363 194 5,658 17.THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITffiE. 134 103 93 70 53 I < 15 5,968 60 6,686 105 5,572 150 6,448 195 51981 _ N 16 6,981 61 6,460 106 5,595 151 6,538 196 6,340 89 n 94 1 54 1 102 I 17 6,123 62 6,023 f07 5,624 152 6,882 197 6,237 a 135TiN 18 6,009 63 6,600 f08 5,652 153 6,713 198 6,464 n a 18.AN APPROVED SET OF PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. - 88 I 8 D _ 95 55 19 5,902 64 6,629 109 5,667 154 6,318 199 6,028 % 101 I 20 5,888 65 6,073 110 5,585 155 5,398 200 6,718 .� { 19.OPERATIONS. FACILITIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING 136 96 B7 21 7,072 66 5,600 111 6,582 156 5,526 201 6,250 _I 2 OPERATIONS. - 58 I 100 22 8,046 67 5,700 112 6,547 157 6,016 202 5,982 I ! z 20.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS 97 66 57 23 7,241 68 5,500 Ili 7,606 158 5,920 203 5,684 24 8,409 69 5,600 114 14,327 159 6,641 204 5,897 1 OF 3 FEET VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN 137( I 25 6,115 70 5,500 ifs 81063 160 6,470 205 6,f54 .I n C ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 99 98 65 58 I 25 5,522 71 5,500 1-16 5,912 161 6,757 206 6,960 I 27 6,030 72 5,500 117 6,082 162 7,319 207 7,627 �1 B' NOTE:SEE LANDSCAPE ARCHITECT PLANS FOR SLOPE PLANTING SPECS AND 28 6,156 73 5,500 i75 5,921 163 5,819 0 "3 W TO7AL 1,297,775 IRRIGATION SYSTEM INSTALLATIONS.PLANTED SLOPES SHALL BE w WATERED AND MAINTAINED UNTIL A COVER SATISFACTORY TO THE CITY _ 29 6,067 74 5,500 179 5,694 164 6,379 �, I 30 6,1 98 75 5,500 720 5,694 165 6,379 IS ESTABLISHED. 31 6,032 76 5,500 121 5,768 166 5,844 y EARTHWORK OUANTITIES 84 59 \ \ 32 6,507 77 5,500 122 5,584 167 5,957 21.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND BE 83 62 81 �80 \ 33 5,867 78 5,906 123 6,312 168 5,777 SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM \ \ 35 6,917 80 6,a 2 124 8,795 169 s075 0 HIS OPERATIONS.WHETHER OR NOT SUCH FACILITIES ARE SHOWN ON THESE PLANS. CUT FILL INDEX MAP \ 36 6,990 81 6,874 126 6,723 171 7,370 - TOTAL: 200 CYS 200 CYS \ 37 6,318 82 6,403 127 6,498 172 6,700 0 38 6,206 83 61859 128 6,215 173 6,520 22.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD PRIOR TO ROUGH 39 6,051 84 6,296 129 7,215 174 5,962 f` GRADE APPROVAL 1 40 5,713 85 5,578 130 6,042 175 5,961 47 5.633 86 5,522 131 5,374 176 9,677 p 23.APPROXIMATE DATE OR BEGINNING OPERATION-DECEMBER 2001 42 5,628 57 5,446 132 5,382 177 5,880 43 5,624 88 5,444 133 5,435 178 5,788 COMPLETION - DECEMBER 2003 EROSION CONTROL GENERAL NOTES 44 5,770 89 5,425 134 5,407 179 5,772 w 24.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAXIMUM DIMENSION GREATER THAN 3'WILL BE PLACED HOME 45 5,565 90 5,407 135 6,205 180 6,125 IN FILLS WITHIN ROADBED AREAS OR WITHIN 3'OF FINISH GRADES UNLESS THE LOCATION,MATERIALS AND 1. IN CASE OF EMERGENCY,CALL BILL KENNEDY_ AT OFFICE:(619)546-1854 a ` DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. 2. THE UNDERSIGNED CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL WORK AND INSURE THAT w 25.ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN WORK IS IN ACCORD A IC WIT PROVED PLANS. INSPECTION BEFORE APPROVAL LEGEND OF ABBREVIATIONS & SYMBOLS 26.A COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. ENGINEER DATE PHASING PLAN T.C. TOP OF CURB (100)- EXIST.CONTOUR , 3. EQUIPMENT AN WORKERS FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE F.L. FLOWUNE ELEV. -100- PROP.CONTOUR 27.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE RAINY SEASON.NECESSARY MATERIAL SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT PHASE LOTS rj< LOTS T.G. TOP OF GRATE ---- PROPERTY LINE OF BEGINNING GRADING OPERATIONS. LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 1 25-34& 115-123 19 G.B. GRADE BREAK - --d-- DAYLIGHT LINE o 28.FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2'PER FOOT 4. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. 2 35-48&74-83 22 F.G. FINISH GRADE 2% SHEET FLOW RATE $ FOR A MINIMUM OF 3',THEN 1%(MINIMUM)TO FLOWUNE OF EARTH SWALE R.G. ROUGH GRADE GRADED SWALE 5. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF 3 47-58& 65-73 21 EACH WORKING DAY WHEN THE FINE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. F.S. FINISH SURFACE ,q',�� CENTERUNE o ,p C3 29.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%.DRAINAGE SWALES SHALL BE A MINIMUM OF 4 21-24& 146-156 15 INV. INVERT OF DRAIN _ +_ - SWALE HIGH POINT 0 t $ 13 13 2'FROM THE TOP OF CUT OR FILL SLOPES. 6. AFTER A RAINSTORM,ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING I 4 BASINS AND THE BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A 5 14-20 & 138-145 15 P. PAD ELEVATION FLOWUNE 30.PROVIDE 5'WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. F.F. FINISH FLOOR ELEV. ��S✓ SUBDRAIN 6 157-191 35 I z `G) 7. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE G.F.F. GARAGE FINISH FLOOR __°�__ AREA DRAIN 31. PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YEAR STORM FLOWS ALONG THE TOP OF ALL CUT SLOPES. CONCLUSION OF EACH WORKING DAY. 7 192-207 16 _ ! C B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE I 32. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. PREVENT THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO 8 59-64& 84-98 21 E.V.C. END VERTICAL CURVE _ _ _ TOE OF SLOPE a PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. 9 99-114 16 ,T D tp P.I. POINT OF INTERSECTION RETAINING WALL 33.THIS SITE HAS OBTAINED A NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM(NPDES)PERMIT TO FIRE HYDRANT ° REGULATE MUNICIPAL AND INDUSTRIAL STORM WATER DISCHARGES. SETBACK CRITERIA 10 1-13 13 T.W. TOP OF WALL E.P. EDGE OF PAVEMENT 0-- STREET LIGHT NPDES PERMIT NO.: 833S311773 DATE PERMIT ISSUED: 9/24/99 II(MODELS) 124-137 14 n FRONT YARD: 20' MIN. FROM BACK OF WALK OR 17' MIN. T.F. TOP OF FOOTING ELEV. SOUND OR SCREEN WALL 34.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD FROM R/W OR 10' MIN. FROM R/W WITH TOTAL 207 D.F. DEEPEN FOOTING DEEPEN FOOTING MAP DATE IDENTIFIER ELEVATION.WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL) APPROVAL FROM CITY PLANNING DEPT. o¢• o o DATE OF LATEST CHANGE TO THIS MAP m SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL SIDEYARD: 5' MIN. FROM P.L., 10' MIN, FROM P.L. L LENGTH WATER METER n i DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ABUTTING A STREET AND 5' FROM TOP OR DWY 11/05/2002 BY:BRL . DRIVEWAY CATCH BASIN&LOCAL DEPRESSION ro TOE OF SLOPES GREATER THAN 5� DATE OF THIS PLOT 35.ALL PROPERTY CORNERS SHALL BE CLEARLY DEUNEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY REAR YARD: 10' MIN. FROM P.L. AND 10' MIN. FROM TOP N.T.S. NOT TO SCALE 1 1 OS 2002 = CONSTRUCTION/GRADING. OR TOE OF SLOPES GREATER THAN 5%. z1 NOTICE TO CONTRACTOR m _ CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY BENCH MARK REVISIONS: APPROVED BY: PREPARED BY: WHUNSAKER & A330CIATES CITY OF LAKE ELSINORE FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS � IRVINE INC PROTECT,INCLUDING SAFLY OF ALL PERSONS AND PROPERTY:THAT THIS INLAND EMPIRE REGION MODEL PRECISE GRADING PLANREQUIREMENT SHALL APPLY CONTINUOUSLY PND NOT BE LIMITED TO NORMAL 0.8 MILE N.E. ALONG RAILROAD CANYON ROAD a I PAUL R. UDpLFSTON R.C.E. 58020 EXP. 6/30/06 2900 ADAMS STREET,SUITE A-16WORKING HOURS;AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND FROM INT. OF STATE HWY. 71. 373 FT. N.W. M � ' (/��OZ RIVERSIDE CA 92504 (9091352-7200 - HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, OF RAILROAD CANYON ROAD, 3.0 FT. S. OF -3 NO.55020`A m OAS' PLANNING/ENGINEERING/SURVEYING/GOVERNMENT RELATIONS OF REAL OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS P,P,# 14090 CWT, 1.0 FT. N. OF MARKER POST. Dom'6/30/08 A THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH PREPARED FOR: TRACT 1 7413-1 PROJECT,EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE BRASS DISC SET IN TOP OF CONC. POST. `"� THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR STONEWOOD DEVELOPMENT 3 OF THE OWNER OR THE ENGINEER. +r SCALE: AS NOTED LOTS 124-129 t EXISTING UNDERGROUND UTILITIES ARE AS PER AVAILABLE RECORDS.THE W DAL%f MARK DESCRIPTION BY APPR DATE CfTY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. 5665 OBERLIN DRIVE, 104 SHEETS d ,p CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION DESIGNED BY: LAUR4 KEEHNEL DRAWN BY: LAURA KEEHNEL �1�- t�`.C/ir2. //-/L-D i DATE: SAN DIEGO, CA 92121 3 IN THE FIELD. ICHECKED BY. PAUL HUDDLESTON IPROJECT MANAGER:PAUL HUDDLESTON RAY O'DONNELL RCE # 26603 SEPTEMBER 2002 (858)546-1854 (909) W.O. FOR:STONEWOOD DEVELOPMENT F.B. I FILE NO. so cf OK-li/7/o2M>�to&�55Ez �ch�G� 1Z5-?8