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HomeMy WebLinkAbout897 I GRADING NOTES: CITY OF LAKE ELSINORE 1 1.ALL WORK SHALL BE DONE IN ACCORDANCE NTH THE CITY OF LAKE ELSINORE ORDINANCE N0.801 AND N382 ROUGH - (GRADING PLAN AND APPLICABLE STANDARDS N COUNTY OF RIVERSIDE 33. D SPECIFICATIONS AND THE LATEST EDITION OF THE U.B.C.,APPENDIX,CHAPTER 7R.32503 2.A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT,CITY OF LAKE ELSINORE,PRIOR TO ANY OPERATION. 3.THE DEVELOPER ND/ THE CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND U.S.A.ALERT (1 TRACT No. 32503 (1-800-{22-4133)48 HOURS PRIOR TO GRADING. I OR 4.THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF CI OF LAKE N ,E!:F BEGINNING GRADING OPERATIONS. 5.DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. J �g 6.CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,AND SHALL BE SHOWN ON THE PLAN. 7.FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL,UNLESS OTHERWISE APPROVED,SHALL II/ ' CITY/COUNTY BOUNDARY +1E SHOWN ON PLAN,AND SHALL NOT HAVE LESS THAN 9O;RELATIVE COMPACTION OUT TO FINISHED SURFACE. -y14 CITY/COUNTY BOUNDARY TRACT BOUNDARY-,,,, __ __ __ 8.FILLS SHALL BE COMPACTED THROUGHOUT TO 90R DENSITY AS DETERMINED BY THE MODIFIED THREE LAYER ,.,--------- A.S.T.M.D-1557-70 TEST METHOD. r 7 9 10 f. r, - 9.FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS,SCARIFIED,AND INSPECTED BY THE GRADING p - -- INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL C 8 / I I s� V I C I N 1 TY MAP 10.ALL FILL MATERIAL STALL BE CLEAN EARTH.NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS I t 2 t 3 �'6 p t 9 2 22 23 N.T.S. # APPROVED 6 T4E SOILS ENGINEER. I t 4 'rJ 1 7 t 8 20 24 25 26 I �.� , p SEC.28&29 T. .R.4W > 11.FINISH GRADE SHALL DE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2-PER FOOT FOR I I; J 47 27 20 29 PAGE 836.F-7,1999 7HOMA5 BROS YAP I 1 MINIMUM OF 3',THEN IX(MINIMUM)TO FLOWLINE OF EARTH SWALE. Z I I p 12.MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%IF CUT OR FILL SLOPE IS LESS THAN IV =) __ I , AND 2E IF CUT OR FILL IS GREATER THAN 10'.DRAINAGE SWALES SHALL BE A MINIMUM OF 0.5'DEEP AND O , I I I 46 1 C LEGAL DESCRIPTION CONSTRUCTED A MINIMUM OF 2'FROM THE TOP OF CUT OR FILL SLOPES. m , 1 PARCEL•A•AS SHOWN ON LOT LINE ADJUSTMENT LLA#3693. RECORDED JULY 13. 13.PROVIDE 5'WIDE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5'HIGH. 1-- V 45 1994 AS INSTRUMENT NO. 279746 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY, 14.PROVIDE A BROW DITCH,DESIGNED TO HANDLE 100 YR.STORM FLOWS ALONG THE TOP OF CUT SLOPES U 5 4 3 2 I I I III P CALIFORNIA, ALSO DESCRIBED IN THE DOCUMENT AS FOLLOWS: 15.NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERM ITIE D. 44 I ® 59 58 i57 56 55 54 53 52 5 t 5p 48 I I I H G 3� �'� BEGIN A PORTION OF TIHE WEST< A 49 I ONE-HALF OF THE WEST ONE-HALF AND A PORTION 30 Q c OF THE EAST ONE-HALF OF THE WEST ONE-HALF OF LOT 9,OF SUNNYSLOPE ' SO A SOILSREPO ENGINEER SHALL BE RETAINED BY THE DEVELOPER, DI SUPERVISE AN GRACING AND PROVIDE I FINAL ..�. - n ' ! � III I ' \3` Z � SOUTH,RANGE 4 LYING WEST HE NORTHERLY ONE-HALF OF SECTION SAN BERNARDINO BASE A D MERDIIAN 28, TOWNSHIP 5 RECORDED IN MAP SgIS�T WHICH INCLUDES FOUNDATION REQUIREMENTS(SUBDIVISIONS)AND EXPANSIVE CHARACTERISTICS OF I � � ,\� 4 Z � � _ 7 D 3 � THE _ 30- I I 43 BOOK 13,PAGE 619,RECORDS OF SAN DIEGO COUNTY,CAUFORNIA. 9 17.GRADING CERTIFICATION BY THE DEVELOPER'S CIVIL ENGINEER AND A FINAL COMPACTION REPORT BY A SOILS \\ - 44 � � � i r �I r _ ' + 0 � BEGIN THE NORTHERLY ONE-HALF OF THE WESTERLY ONE-HALF OF LOT 9 OF SAID TRAC BOU DAR j �t0 ENGINEER SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARIIENIS PRIOR TO ISSUANCE OF BUI DING 60 45 7`r I I I 33 �\ m MAP PERMITS. 46, �', 3t 28 t t PACT BOUNDARY ' E II I 42 N- 18.THE SOILS AND SUPPLEMENTALEERING DATED INVESTIGATION N DATED 2005 PREPAREDIL SBY ALBUS KEEF SUPPLEMENTAL LL VITAL DATED FEBRUARY{,2005 -'��� /%/ I- Ct7 8 U PARCEL•B•AS SHOWN ON OFFLA#3693,RECORDED RIVEULY SI 19O AS PREPARED BY ALBUS-KEEFE&ASSOC.INC.AND THE ENGINEERING GEOLOGIC INVESTIGATION DATED APRIL 15,2004 CY1 Frl I I Q INSTRUMENT N0. 2797{6 OF OFFICIAL RECORDS OF RIVERSIDE COUNTY,CALIF�INA, E&ASSOC.INC.,SHALL BE CONSIDERED J 7 \ �� --- �' a 4 t 32 m 27 t 2 --1 7 I I 41 - 1,,. i ALSO DESCRIBED IN THE DOCUMENT AS FOLLOWS: A PART OF THIS GRADING PLAN,AND SMALL BE COMPLIED NTH. -- _ , + �9 BEGIN A PORTION OF THE WEST ONE-HALF OF THE WEST ONE-HALF AND A PORTION 19.A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD / n OF THE EAST ONE-HALF OF THE WEST ONE-HALF OF LOT 9,OF SUNNYSLOPE ELEVATION.WHERE SPECIFIC ELEVATIONS ARE REQUIRED,THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL) I - Ii I - SUBDIVISION LUNG IN THE NORTHERLY ONE-HALF OF SECTION 28, TOWNSHIP 5 f SHALL BE GIVEN.IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 58 TTT Ln� 13 I 40 SOUTH,RANGE 4 WEST, SAN BERNARDINO BASE AND MERIDIAN RECORDED W YAP DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. i 47 48 -� 40 33 �,,tom P 26 6 BOOK 13.PAGE 619.RECORDS OF SAN DIEGO COUNTY CALIFORWA. { / 49 50 I I _ ` 20.ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 57 -- Z 2 -- --...--- --- - O �C_.-. _ t 4 I I `I� 30 37 36 35 BEGIN THE SOUTHERLY ONE-HALF OF THE WESTERLY ONE-HALF OF LOT 9 OF SAID C .. _-- ---- - z J 5 �I�, 5 MAP. BUILDING AND ENGINEERING DEPARTMENTS FOR CUT AND FILL SLOPES OVER 30'IN VERTICAL HEIGHT. + ....5 V - ITT 11 >...- I F THE SOUTHERLY 432 FEET OF LOT 8 OF SUNNYSLOPE BEGIN W.M.TOWNSEND'S B 21.STABILITY CALCULATIONS WITH A FACTOR of AT LEAST 1.5 SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE 34 I C �..(' SUBDIVISION OF THE NORTH HALF OF SECTION 28,TOWNSHIP 5 SOUTH, RANGE 4 • 22.A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. - 55 38 24 t 5 J __ __ WEST,SAN BERNARDINO BASE AND MERIDIAN RECORDED IN MAP BOOK 13,PAGE 619,23 IF STEEP 2 54 1 LINTY BOUNDA��~ RECORDS OF SAN DIEGO COUNTY,CALIFORNIA. >t IlENCHED INTO SLFIRM NNATURAL SOLG TERRAIN OUFOR FULL SUPPRS UPON WHICH ORT.PREPARATLL IS TO ION SHALL IBEMUAPPROVEST BE D BYRADRECISTEDRED D \ -: 53 52 5 t 35 �j I TRACT BOUNDARY / 1SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL SLOPES GREATER THAN 5:1 ARE REWIRED TO BE KEYED \ 37 T I ��I t 6 ALONG WITH A PORTION OF LOT 9 MB 013/6T9 SD TOWNSEND SUB " AND BENCHED. 23 /24.THE SOILS ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: INDEX OF SHEETS: A. UPON COMPLETION OF CLEARING AND DURING EXCAVATION AND BEFORE BACKFILL SHT"NO" DESCRIPTION OF ALLUVIAL,COLLUVIAL AND TERRACED AREAS AND ANY SUBSTRUCTURES, B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRE-COMPACTION,BENCHING � - _ 1 TITLE SHEET BOUNDARY MAP AND FILLING OPERATIONS f 2 INDEX MAP INDEX MAP C. DURING INSTALLATION OF BUTTRESS AND CANYON SUB-DRAINS AND FILTER MATERIAL 3 DETAIL SHEET PLAN SHEET D. WHEN ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. 0 50 100 200 300 400 4 DEMOLITION PLAN PLAN SHEET 5-6 ROUGH GRADING PUN 25.EROSION CONTROL ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANTS AT 12.ON CENTERS OR BOUNDARY TABLE 7 EROSION CONTROL INDEX&DETAIL SHEET INDEX MAP&DETAIL SHEET ANOTHER APPROVED GROUND COVER.SLOPES OVER 15'IN VERTICAL HEIGHT,IN ADDITION TO GROUND COVER, SCALE: 1'- 1DO' BEARING/DELTA RADIUS LENGTH TANGENT 8 EROSION CONTROL PLAN PLAN SHEET SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR COMBINATIONS THEREOF.SHRUBS SHALL BE PLANTED AT 10'ON CENTERS; TREE$20'ON CENTER; COMBINATIONS 15'ON CENTERS.SLOPES OVER 3'VERTICAL HEIGHT ❑A SO'39'12'W 461.99' SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. BOUNDARY MAP QB SO'39'48•W 13 . ' ESTIMATES OF EARTHWORK QUANTITIES: AD W SEE SHEET 2 FOR INDEX MAP APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT © N89'4{'46•E 3 .2552' ADJOINING PROPERTIES RING THE GRADING PROJECT. ❑D NO'40'26•E 13273027.SY CUT FILL 27.APPROVED EROSION PREVENTATIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON �E N8945'30•E 330.49' RAW CUT/FILL 115,075 C.Y. 88,900 C.Y. AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. �F NO'39b5•E 330.49' 28.ALL WORK SHALL COMFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. © S8'39'01•W 462.05' RAW CUT(TOP 1') AND FILL 32,267 C.Y. 88,900 C.Y. 29.THE LOCATION AND PROTECTION OF ALL UT■JllES IS THE RESPONSIBILITIES OF THE PERMIITEE. SHRINKAGE(17R) 5,485 C.Y. 30.ANAPPROVED SET OF GRADING PLANS SHALL BE ON THE JOB SITE AT ALL TIMES. NPDES WDID PERMIT NUMBER: 833C338156 DATE PERMIT ISSUED: DECEMBER 02, 2005 RAW CUT IN ROCK(RIPPABLE) 82.808 C.Y. 0 C.Y.BULKING(91) 7,453 C.Y. 0 C.Y. 31.SAN TNY FACIUTIES SHALL BE MAINTAINED ON THE SITE FROM BEGINNING TO COMPLETION OF GRADING (`,RARING PERMIT NUMBER: REMEDIAL 70,570 C.Y. 70,570 C.Y. OPERATION. BULKING(9X) 6,351 C.Y. I 32.ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCPLANTEDSS SUBSIDENCE(0.00'OVER 20 ACRES) 0 C.Y. 0 C.Y. v C o OF 3'VERTICAL HEIGHT WITHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL BE IN ACCORDANCE WITH ORDINANCE NO.882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. OVER-EXCAVATION OF PADS&STREETS 42,610 C.Y. 42,610 C.Y. 33.ANY CONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND IS BULKING OF OVER-EXCAVATION(9%) 3,835 C.Y. 0 C.Y. g SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS SOILS ENGINEER: OWNER DEVELOPER: 0P OPERATION,WHETHER OR NOT SUCH FACILITIES PLANS,SHOWN ON THESE PLS. (D fiT E - ALBUS-KEEFE&ASSOCIATES,INC. CENTEX HOMES --«---� -------� ------------------------- . J 34.THE DESIGN ENGINEER SHALL PROVIDE A MINIMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH �������� ■ 1403 NORTH BATAVIA STREET,SUITE 115 C m E GRADE APPROVAL 1265 CORONA PONTE COURT TOTALS 245,894 C.Y. 207,894 C.Y. o �( o ORANGE,CA 92867 CORONA,CA 92879 BALANCE(EXPORT): 38,329 C.Y. LONG z 35.APPROXIMATE DATE OF: BEGINNING OPERATION: AUGUST 2006 (714)744-9760 z P COMPLETION: DECEMBER 2DO6 TELEPHONE (909)479-2819 BY CENT EXPORT E EXPECTED TO 8E USED IN THE ADJUSTENT, TRACT 25476,WHICH IS OWNED ALSO LL, FAX (909)372-2819 R HOMES. � H 8 36.NO ROCK OR OTHER IRREDUCIBLE MATERIAL WITH A MAX DIMENSION GREATER THAN 3•WILL BE PLACED IN o �r FILLS WITHIN ROADBED AREAS OR 3'OF FINISH GRADES,UNLESS THE LOCATION,MATERIALS,AND DISPOSAL REMEDIAL QUANTITIES ARE DETERMINED PER THE RECOMMENDATIONS OF THE SOILS REPORT o p METHODS ARE SPECIFICALLY APPROVED BY THE SOILS ENGINEER. PREPARED BY ALBUS-KEEFE&ASSOCIATES, INC. AS JOB NUMBER 1302.00,DATED FEBRUARY - F 4, 2005,ENTITLED'SUMMARY OF SUPPLEMENTAL SUBSURFACE EXPLORATION AND LABORATORY 60 37.THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE TOPOGRAPHIC SURVEY SOURCE: TESTING,TENTATIVE TRACT 32503,MERRITT AND LUSTER PROPERTIES,COUNTY OF RIVERSIDE, I APPROVAL. AERIAL PHOTOGRAPHIC METHODS,FLOWN IN 03/18/1998 BY: CALIFORNIA* ¢$ 38.GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETAINING WALLS ARE APPROVED BY THE BUILDINGDEP NOTE THE ABOVE LISTED QUANTITIES REFLECT THE ENGINEER'S ESTIMATE OF THE ACTUAL b o DEPARTMENT. I ry ARROWHEAD MAPPING VOLUMES OF MATERIAL CUT AND FILLED. THESE OUNTITIES ARE FOR ESTIMATING AND 431 MACKAY DRIVE BONDING PURPOSES ONLY. THE CONTRACTOR IS RESPONSIBLE FOR COMPUTING HIS OWN SAN BERNARDINO,CA 92401 OUANTITIES FOR CONTRACT PURPOSES. SHRINKAGE,SUBSIDENCE, AND ANY REMOVALS ARE N (909)887-5969 BASED ON FIELD DATA OBTAINED FROM THE SOILS ENGINEER AND ACTUAL FIELD CONDITIONS TT� 4�Oa by h•rr o 7DURINGCONSTRUCTION MAY VARY.MG REVISIONS: - PREPARED BY: PREPARED BY: CRY OF LAB dM �''��GG THE BEARINGS FOR THIS SURVEY IS USC AND GS BENCH MARK DISK IN CONCRETE #^�^ HUNSAKER ASSOCIATES THE CAUFORNIA STATE PLANE MONUMENT STAMPED D 307 1935,IS 38 FT WEST IRVINE, INC ROIJC>+/'�1 GR�■/A�DIIIN PLAN p(E55/ Tmc NIX COORDINATE SYSTEM,ZONE 6,NORTH OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT op° �•4 PAUL R.MU STON,JR.R.C.E.58020 EXP.8/30/08 D ;::... INLAND EMPIRE REGION OF �• F .^ 2900 ADAMS STREET,SUITE A-IS mi TWO WORKING AMERICAN DATUM 1983,AS SOUTH OF POWER POLE 19319 CWT. s o RIVIItSIDE CA 92504 (951)352-7200 08 DAYS BEFORE DETERMINED LOCALLY BY THE LINE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. v 6 NO.5802o r m PLANMNc/Err�NEEIaNc/suRVE1wG/cow+ralENT REunaNs TITLE SHEET8 $o YOU ING BETWEEN NGS CORS STATIONS•ESRVW 4�� R THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SHEETS AND•PPBF•, BOTH AS PUBLISHED ON ELEV.1425.76 NAVD 88.HWY ELEV.142131 NGVD 29 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CENTER HOMES 1-800-227-2800 MARK DESCRIPTION BY APPR. DATE . CITY AND STATE LAWS, AND PERMIT CAN BE ISSUED. SCALE: AS SHOWN PREPARED FOR: NGS DATA SHEETS,BEING N31'30'44•W NOTE• THE VERRCAL DATUM FOR THE ROUTE 74 '4F Ivl, g,+ W.O. FOR: F.B. FLLF N0. p N A PROUNLOM 9ERVICMYtE BY (EPOCH 2O00.35). SEE SHEET 3. PRO,.ECT IS 245 FEET LONER THAN THE VERTICAL DESIGNED BY: CHRIS PITZER DRAWN BY: CHRIS PITZER °+'cAL,I 1265 CORONA POINTE COURT IIIIOEROROIMID SERVICE ALERT p ��y CORONA. CA 92879 0919-32503 CENTEX HOMES DATUM FQS THE TRACT IMPROVfM£NT PRD,ECT. CHECKED BY: JOE ACUNA PROJECT MANAGER: CHRIS PITZER KEN A.SEDMALD CITY ENGINEER RCE 5fi915 DATE: AUG. 2005 (951) 479-9300 m I COUNTY OF RIVERSIDE EST/MATE OF GRADING STRUCTURE QUANTITIES NO DESCRIP77ON UANTITY UNIT ROUGH GRADING PLAN 1 CONST.ACCESS ROAD J"A C OVER D S COMPACTED PNA ER VE)PER DETAIL T SHEET J 5427 SF. 2 CONSTRUCT CONCRETE 5'V-DITCH AND SLOPE BENCH PER DETAIL ON SHEET J f27 L.F. I � 3 CONSTRUCT CROSS GUTTER PER DETAIL B'ON SHEET 5 5" SF. 4 CONSTRUCT SPLASH WALL PER DETAIL ON SHEET J 24 L.F. TRACT No. 32503 5 CONSTRUCT INMRCCONCRETE 3'V-d7CN PER DETAIL GN.SHEET J 025 L.F. 6 CONSTRUCT W7ERLZPIOR GRAIN PER DETAIL ON SHEET J 1025 LF. + CONSTRUCT DORM DRAIN PER DETAIL ON SHEET J 0 LF. B CONSTRUCT 114 TON NW-GROUTED RIP-RAP PER DETAIL ON SKEET J 2 EA. 9 NOT USED EA. 1 RELOCATE UTILITY POLE BY OTHERS 7 EA. I RELOCATE UTIUTY BY OTHERS,AS NOTED ON PLAN 5 EA. 1 INSTALL CHAIN LW FENCE PER RCFC**0 PER SID.DWG Na M602(UNDER SEPERATE PERMIT) 306 LF. I D ., - .,. v •- i T CONSTRUCT J'CONCRETE SRUTY OUTLET PER DETAIL SHT.6 1 S.F 4 - CONSTRUCT 12'AD IE 571LLNilY PER DETAIL SNi.6 153 S.F. CONSTRUCT I2'ADS PIPE 104 LF � r L _ a )I \ -_- 1 _ A• - CONSTRUCT 6'X 1'RECTANGULAR BOY PER DETAIL ON SHEET 5 I EA G7 INSTALL(J)ALHAIWA FOUNDRY 14'WOE A-2424 GRATE WIN Cl.FRAME 1 EA � - _- $, •— �_ k �• - .' .. t sir I CONSTRUCT GROSS OUTIER PER DETAIL"C'ON SHEET 5 560 S. CONSTRUCT RETAINING WALL PER COUNTY O-RIVERSIDE DIG 284 NO.. 1979 HEIGHT PER PLANS 75 SF.COWS �- `119 I II I, 19 5 58 57, 53 2 51 gg 1 10"-s.cr \ _ _ - _ ,� - 1' r L - - - -- 33t to 27 12 1;` ( i LEGEND OF ABBREVIATIONS & SYMBOLS I o T.C. TOP OF CURB 100 EXIST.CONTOUR F.L. FLOWLINE ELEV. �T00 PROP.CONTOUR _ T.G. TOP OF GRATE PROPERTY UNE P L)R 6 N 58 47 48 �1 40 33 I I (/) III 26 1 3 6 = I G.B. GRADE BREAK ---- RIGHT—OF—WAY Ww) 49 50 L J I F.G. FINISH GRADE —-A— — SHEETDAYLIGHTL LINE 4 G7 8- __. 3 I R.C. ROUGH GRADE �� SHEET FLOW RATE Z —I , �+EJ fT L` I F.S. FINISH SURFACE GRADED SWALE C 57 14 J fl J Z7 3 25 — 5 C \ I INV. INVERT OF DRAIN CENTERLINE �. s - - -- P. PAD ELEVATION — — SWALE HIGH POINT 9 4 I 'i _ 777 15 I o p 10.67 FS,' " FLOWUNE 55 54 3$ 24 \ A1+ �y� 6 e 1 G.F.F. GARAGE FF.F. FINISH INISH ELEV. ��s_/ SUB RAN 53 52 51 35 x �,� \TR�AO�' U�L'SA ? B.V.C. BEGIN VERTICAL CURVE -_ _ _ _T�__ AREA DRAIN RTICAL CURVE TOP OF SLOPE 37 T 1-1 23 1 �. �6 —___J P.V.C. POIN END T OF INTERSECTION —1— — TOE OF SLOPE —————-——————— E.P. EDGE OF PAVEMENT RETAINING WALL /// T.W. TOP OF WALL ELEV. FIRE HYDRANT �— T.F. TOP OF FOOTING ELEV. t UTILITY POLE _ D.F. DEEPEN FOOTING UTILITY POLE WITH GUY WIRE L LENGTH —OH— OVERHEAD UTILITY LINE DWY. DRIVEWAY a—o STREET LIGHT N.T.S. NOT TO SCALE SOUND OR SCREEN WALL \ P.U.E. PUBLIC UTILITY EASEMENT DEEPENED FOOTING J1 R/W RIGHT OF WAY a�. o �. WATER METER INDEX MAP N.G. NATURAL GRADE CATCH BASIN a LOCAL DEPRESSION Bc BEGIN CURVE 0 50 100 200 300 400 EC END CURVE DEPTH OF REQ'D OVER EXCAVATION J'O.X —__G _"—� CUT/FILL LINE SCALE: 1'- 100' "PROPOSED SLOPE Q ®PROPOSED INTERIM SLOPE BAFFLE WALL !' TR TOP OF RETAINING WALL I d I e o -,4 c Im U �N o.. Q8 �8 s �J40 AV 4•It-07 og REVISIONS: SEAL-LNGIMLLRPREPARED BY: PREPARED BY: aTY LAIC dSRDI� I . qUMG USC AND GS BENCH MARK DISK IN CONCRETE HUNSAKER ASSOCIATES 2 THE BEARINGS FOR THIS SURVEY IS ��/ IRVINE, INC ROUGIi GRADM PLAN ER THE CALIFORNIA STATE PLANE MONUMENT STAMPED D 307 1935,IS 38 FT WEST OEessr _. u �/rG-OL INLAND EMPIRE REGION OF COORDINATE SYSTEM, ZONE 6, NORTH OF CENTERUNE CALIFORNIA HIGHWAY 74,33 FT ovP H�0L�4 PAUL R.H LESTON,JR.R.C.E.58020 EXP.B/JO/OB DATE TRACT �, 32503 �. !. 2900 ADAMS STREET,SUITE A-15 N� DIAL TWO AMERICAN DATUM 1983, AS SOUTH OF POWER POLE 19319 CWT. �`� s o RIVERSIDE CA 92504 (951)J52-na0 8 BEFORE DAYS BEFI)RE DETERMINED LOCALLY BY THE UNE '^d� 58020 m m PLAWLNG/ENONEERNG/SURV£mLG/GOYM MENT RELATIONS INDEX MAP BETWEEN NGS COBS STATIONS'ESRW HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. THESE PLANS HAVE BEEN RENEWED FOR COMPLIANCE WITH $�S YOU DIG You do Col.6/30/% SHEETS iry ELEV. 1425.76 NAVD 88,HWY ELEV.1423.31 NGVD 29 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR AND'PPBF', BOTH AS PUBLISHED ON MARK DESRW110N BY APPR. DATE SCALE: AS SHOWN PREPARED FOR: CENTEX HOMES TOLL FREE 1-1100-227-21IW CITY AND STATE LAMS, AND A PERMIT CAN BE ISSUED. bLL� NGS DATA SHEETS, BEING N31'30'44'W NOTE IFIE YERDCAL DATUM fOR THE ROUTE 74 �'�e cr v'��d6'�' 1265 CORONA POINTS COURT IWO. FOR: F.B. FILE A PUOLIC SERVICE BY DESIGNED BY: CHRIS PITZER DRAWN BY: CHRIS PITZER a'ml - UNDERGROUND SERMCE�T (EPOCH 2O00.35). SEE SHEET 3. PRL7CCT IS 2.45 FEET LOMER THAN THE I�P77CAL C! CORONA, CA 9287s 0919-32503 CENTEX HOMES z DA1iUM fD1R THE 1RACT IMPROY£MENT PROJECT. CHECKED BY: JOE ACUNA PROJECT MANAGER: CHRIS PITZER KEN A.SEUMALO CITY ENGINEER RCE 5691 DATE: AUG. 2005 (951) 479-9300 m LnF�I I F5$i I EXCEPT BERMS LESS #3 0 24" O.C. � OP71 4 5 5 THAN 1'HIGH 6• P.L. B•XB• -W1.4XW1.{W.W.M. CONSTRUCTED AT JO• RETAINING WALL4-- -2. 6"X6'Xf 6" CONC J• , f 112 TO 1. IN. FL 1• UNDER SEPERATE BED ELLS , DOUT ALL • 16• ROW 1.x �, % FLOW TOP OF - PAD ELEV._ TOP/TOE OF PAD PLAN AND PERMIT EE • �.. CKS BERM ELEV SLOPE SHOWN EE CONSTRUCTION NOTES TRACT BOUNDARY/ •�• LADL. OR PAVED DRAINAGE DTES POTION PROPERTY LINE2%MIN.- EVICES HEREON JTES FOR PAVED •�/A DOWN ORNN ANCHOR 1. RAINAGE DEVICES 1 MAX. HEREON 3 A.C. OVERBOX[ D1%MIN.-2OX MAX. RETAINING WALL COMPACTED NATIVE SOIL � NO. 4 BARS NO. 4 BARS UNDER SEPERATE 1YS.D.ADS 2.5 7 I 7t LEND PUN AND PERMIT SECTION "A-A" ACCESS ROAD DETAIL SECTION D-D • H m". I•• SILL, CUSS 420-C-2000 CONCRETE 1 N.T.S. FRESH CONCRETE 0.25' 0.5' NO. 4 BARS SECTION F - F P.L SPLASH WALL I 'f t �W5*MIN. fs� F.L. N.T.S. a• \ F$ 3'MIN. fa IN�NOON Mm i� P.L. DOWN DRAIN a MIRAFl 7oox 6" vAaiEs s-o- To[°`00AN"e"' 2 r+ N CONTRACTOR IS RESPONSIBLE FOR �I 7 DOWN DRAIN �. OR EQUIVALENT COORDINATION OF CONSTRUCTION I!4 OF RETAINING WALL WITH THE ` RIP-RAP ENERGY DISSIPATE I M" o STONE 2%MIN. PAD 1.0'OR _ 1 Bw D '{ o_,_6. PERIMETERo A EV 2:f ELEV. LESS TUBE STEEL �'-6' +'-e' f cC SAND TO BE REMOVED zUaF�C FENCE N HsUR CBE ONCRETE CONSTRUCTED P SPLASH WALL AS CALLED NATURAL GROUND OF71 WOW R' z na oE. z f`N,z"E° DOWN DRAIN DETAIL•G•ER CONC. DITCH AS CALLED FOR FOR ON THE PLAN AND t �_ I-5 WHEN LONGITUDINAL 2N S,H6, OR PLAN 7 AND PER DETAILS PER DETAIL '4" HEREON. I 2%MIN.-20S MAX. Ir-RFFf,E Pao s I-s' SLOPE EQUALS OR >o SECTION ES- E LASS 420-C-2000 CONCRETE 12' 2%MIN. SHN ZU 5�o1'E E*s ti�' EXCEEDS 2:1 I 2:1 MAX. MATC FLOWLINES� SECTION "Q-Q" �^ ' w�� AS S OWN ON PAN\ FLOWLINE 77S99SD 6' 6 `hggkgfC' I SEE CONSTRUCTION rr `C SEE CONSTRUCTION NOTES y, 2 NOTES FOR PAVED wN S97�S FC ,\pj99,1 FOR PAVED DRAINAGE y`T DRAINAGE DEVICES DEVICES HEREON HEREON P.L. 5' -0" CONC. "V" DITCH 3'-0" CONC. "V" DITCH ° 19 DINERS OCCURS) 1' 2 5 SPLASH WALL AS CALLED N.T.S. N.T.S. FOR ON THE PLAN AND ? L TOP OF BERM ELEV.� PER DETAIL "4' HEREON. ; 77S9d { S5 EG TOP OF SLOPE PAD ELEV.+12• e T PL. WALL UNDER L=6' ON SIDE (TYP.) PAVED DRAINAGE Sy3o \ga9yo SHOWN ON PLAN SEE NOTE 4 TRACT PLANRA o DEVICES NOTES dC DITCH 9ji �h5a`• _ BD D� o' Or PL' PERMIT INTERSECTION DETAIL A M�' --- CONC. DITCH AS CALLED FOR VA !ES p , A N O F I O•-r ON THE PLAN AND PER DETAILS a N.T.S. O 'V'^ q'• 1-m F i. ee a SECTION "C-C" I 2, 5, 6, OR 7 HEREON. 2R56,7 ��G ° I o� 1 ^h^A TYPICAL REARYARD ROUGH GRADING -6" 1'-6' 1 NOTE•TO BE USED ABOVE GRADED SLOPES GREATER c SJFfPR 9' I T Dx 1 OX 1` d THAN 3'HIGH UNLESS SHOWN OTHERWISE ON PLAN P (LOTS f 1, 11, iJ) fx5l`" NCRETE ANCHORS 10 BE CONSTRUCTED PER CONSTRUCTION NOTES FOR PAVED DRAINAGE DEVICES I y Ir DOWN DRAIN DETAIL•G' 1. APPROVED MATERIAL FOR CONSTRUCTION OF DEVICE IS EITHER 3" GONG, OR GUNITE p E 1 �^ 0 RfpcE _s. WHEN LONGITUDINAL F0* I 6•WIDE SLOT \K• h y 5� SLOPE EQUALS OR w/ 6'X6" - W 1.4 X W 1.4 W.W.F. (WELDED WIRE FABRIC) OR APP'D EQUAL. sHC° EXCEEDS 2:1 2. INSPECTION OF GRADED SWALE IS REQUIRED PRIOR TO INSTALLATION OF PAVING. RETAINING WALL fly` 5 I 1 5 FLOW LINE o SHOWN ON PUN ° SEE CONSTRUCTION 3, GROUND SHALL BE PRE-WET TO THE SATISFACTION OF THE BUILDING OFFICIAL OR h FLOW UNE I 1 v1 5 YARD i.L.(WHERE OCCURS) OO CV%DIRET ,ram NOTES FOR PAVED ENGINEER PRIOR TO PLACEMENT OF CONCRETE. SIDE YARD occuRs) aJ$ DRRREONE DEVICES 4. PAVED DEVICE SHALL BE CURED WITH A MOISTURE LOSS RETARDANT. 5. PUMPCRETE IS AN ACCEPTABLE SUBSTITUTE FOR GUNITE & MAY BE INSTALLED WITH _ _ ( C3 3' -0" CONC. INTERCEPTOR DRAIN 6'X 6" - W 1A X W 1.4 WELDED WIRE MESH (W.W.M.). - E g SECTION 'J-J" 6. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSION STRENGTH AT 28 DAYS OF TRACT BOUNDARY/ o 0 6 2 s' N.T.S. 2500 P.S.I. CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM TO SECTION g PROPERTY LINE 4 q r zszl of THE UNIFORM BUILDING CODE GRADING CONSTRUCTION NOTES TOP OF BE 1� SHOWN ON PLAN �-CONSTRUCT 3'V-DITCH PER DETAIL HEREON L Z Z CONSTRUCT RETAINING WALL PER COUNTY OF RIVERSIDE TOP OF SLOPE PAD AT1oN GRADING GRADING DWG. 284 NO. 197B, HEIGHT PER PLANS ((AFIMREYO'VAL __ _ ___ MIN. SETBACK S6, SETBACK MIN. R/W R/W 15' GRADING TYPICAL BERM DETAIL 10 J' Ill IB J 10 74' SETBACK MIN. 5' FILTER BLANKET' 1. BERM DETAIL TO BE USED ON ALLZF- �J LOWER SLOPES OVER 5' PAD 2 1 2>< 2X[ 2 PAD \ 2 15' 22' 22' 15' �THICKNESS FILTER FABRIC LAYER 2. BERM TO BE REMOVED PRIOR TO �t t� ��t 2 VELOCITY ROCK 3' f2' -3-'-{ Ft Sec. CLASS (T) CONSTRUCTION OF WALLS AND FENCES _ 1 PAD MIRAFI 70OX I _ zx 2x L 2 6-14 1/4 TON 2.7• OR EQUIVALENT SAND 0.51 AS PER NOTES I t P• TYR TYR. ' / /2 i 1 RIGHT TIP. / 0.5' 7ADninONAI FILTER FABRIC: TYRROUGH GRADE LINE ADDITIONAL STREET UNDERCUT FOR FUTURE IMPROVEMENTS TYR STREETS WITH STORM DRAIN ONLY BY OrHERS MIRAFI 70OX OR EQUIVALENT ROUGH GRADE SECTION ROUGH GRADE UNE CLASSES FILTER BLANKET MATERIAL SHALL BE STREET UNDERCUT FOR ROCK It THICK k WELL GRADED ALBA STREET (2+16.11 TO 3+00.43 & 10+08.33 TO 10+77,83) ROUGH GRADE SECTION STREETS WITH STORM DRAIN ONLY SIZES- I TON[ /4 TON WITHIN THE UMfTS SPECIFIED BELOW: I LOT NO. IBAIUNG ROSE DRIVE (1+00,00 TO 6+53.47) 2 TON 0-5 ZENE %SMALLER(BY Weight) C CRUMPTON STEMI TON 50-100 REDLEAF COURT 1/2 TON 0-5 12 '00 iAK TYPICAL SECTION STANDARD 106 TYPICAL SECTION STANDARD t06 1//4 IN 95-100 50-100 8 75-100 99 0 100 101 T,I,=5.5, R-VALUE=40-60, A.C:0.25', A.B.=0.42' 75 LB 95-100 6 60-80 9L. T.I:5.5, R-VALUE=40-60,A.C.=0.25',A.B.=0.42' DESIGN SPEED = 35 M.P.H. X LARGER 4 40-60 P-1 TIN 3.5 4 P-100.0 P-99,0 DESIGN SPEED = 35 M.P.H. T CLAM 318 0-25 PAD ELEV - 10 A a Q •ROCK SHALL BE EITHER OWRRY STONE OR BROKEN TYPICAL R.G. CONCRETE,COBBLES ARE NOT ACCEPTABLE SWALE LOCATION . RC SETBACK NE 10'-20' (VER77CAL cur OPEN SPACE orl sP cE 15' R/"' R� 15' p RIP-RAP ENERGY DISSIPATOR DETAIL I N R/W 5• SETBACK SETBACK 5• 8 N.T.S. i R/W BB' R/W r FACE OF CURB 2 2 MIN. MIN. �' '• J J'� J'' J. '' t Io' 20' 20• 10' NOTICE TO CONTRACTOR: � � pp I m DIRECTION OF ROW ` --{ 3' 3' I CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBIUTY FOR JOB 1C V Z TYPICAL LOT ROUGH GRADING �� 1r ?� 2zx l �t PAD �t 1 ?% zXE 1 t� PAD SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,INCLUDING SAFETY OF N ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT d S NOTES � 7.2' 0.5, t.2' 'UTILITY BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND,INDEMNIFY z AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY.REAL OR W 0.5' EMENr '' 0.5 ' ALLEGED,IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT,EXCEPTING FOR 1. SECTION'A-A'A'PUES WHEN THE J. IN NO CASE SHALL THE SWALE TYR '' 0.5 TYR DIFFERENCE IN PAD ELEVATIONS ROWUNE BE LOWER THAN THE ' LIABUTY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. B EXCEEDS 1.0'. BOTTOM OF FOOTING WITHIN ROUGH GRADE UNE a I % ADDITIONAL STREET UNDERCUT FOR ROUGH GRADE UNE ADDITIONAL STREET UNDERCUT FOR 5'FROM BLOC. UNE. STREETS WITH STORM DRAIN ONLY THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTIUIIES OR STRUCTURES SHOWN ON DIFF2. SECTION-B-B-APPLIES WHEN THE ROUGH GRADE SECTION STREETS WITH STORM DRAIN ONLY 1.0'ORNLE�N&THE EXTRA DEPTH +• OREQUIVALE�NTD A BY V HIGH LONG THE TOP KNOWLEDGE.BERM ROUGH GRADE SECTION THESE PLANS ARE OBTAINED O I SEARCH OF AVAILABLE RECORDS.TO THE BEST A OUR d OF FOOTING IS SHOWN ON THE OF ALL FILL SLOPES OVER 3'HIGH. RIVERSIDE STREET ALBA STREET 3+90.43 TO 9+16.29) KNOWLEDGE THERE ARE NO EXIsnNc ununEs ExcEPT THOSE SHOWN ON THESE PUNS THE GRADING&STRUCTURAL PLANS. ( CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTIUTIES 8 TYPICAL LOT ROUGH GRADING DETAIL TYPICAL SECTION STANDARD 106 TRAILING ROSE DRIVE (1+00.00 TO 6+53.47) SHOWN,AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS I „e T.I.=80, R-VALUE=4o-60, A.C:0.33',A.B:0.67' ROSE SACHET LANE A BANTRY BAY STREET RESPONSIBLE FOR THE PROTECTION OF OR ANY DAMAGE TO THESE LINES OR STRUCTURES, ALL N.T.S. DESIGN SPEED = 50 M.P.H. RETAINING WALLS SHOWN ON THESE PLANS ARE SHOWN FOR REFERENCE ONLY AND ARE TO BE TYPICAL SECTION STANDARD 106 CONSTRUCTED PER SEPARATE PERMIT.CONTRACTOR SHALL VERIFY ALL CONDITIONS AND o I T.I.=5.5, R-VALUE=10-60, A.C.=0.25',A.B.=0.42' DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT ISV i� DESIGN SPEED - 35 M.P.H. OF WORK � MGA -ERT wsloN PREPARED BY: PREPARED BY: WY BRIE3 THE BEARINGS FOR THIS SURVEY IS USC AND G5 BENCH MARK DISK IN CONCRETE �. HUNSAKER � ASSOCIATES V C THE CALIFORNIA STATE PLANE MONUMENT STAMPED D 307 1935,IS 38 FT WEST oFEssl Q IRVINE• INC ROUGH GRADM PLAN �g COORDINATE SYSTEM.ZONE 6,NORTH OF CENTERUNE CALIFORNIA HIGHWAY 74,33 FT 49«Hu9o�°?4� PAUL R.HUL STON, R.R.C.E.58020 EXP.6/30/oe DATE INLAND2900AM STREET SUITE 1U rT NIM� OF DIAL iNO YIORX9IG AMERICAN DATUM 1983, AS SOUTH OF POWER POLE 19319 CWT. ^�� I}. RIVERSIDE CA 92504(951)352-7200 8 u I 0 8 Lu BEFORE GAYS BEFgtE DETERMINED LOCALLY BY TIE LINE »4`No.sIw20 r m RAwrwC/l:NcuLEERwC/SURAEwLc/covtmlMENT RELATIONS DETAIL SHEET BETWEEN NGS CORS STATIONS"ESRW HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. .. THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH SHEETS o 8 YOU DIG YOU DIG s DP.e/wA% ELEV.1425.76 NAVD 88,HWY ELEV.1423.31 NGVD 29 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR I AND•PPBF•,BOTH AS PUBLISHED ON MARK DEscRwnaN BY APPR. DALE • SCALE: AS SHOWN PREPARED FOR: CENTEX HOMES 7011 FREE 1-BOO-227-2800 �r IVI� +� CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. W.O. FOR: F.B. FILE NO. o i� A PIIBLC SEWAGE BY NCS DATA SHEETS, BEING N31'30'44•W NOTE. THE l•£RIICAL DATUM FOR THE RCVIE 74 DESIGNED BY: CHRIS PITZER DRAWN BY: CHRIS PITZER f x cAUf� 1265 CORONA POINTS COURT SEAS AMT (EPOCH 2O00.35). SEE SHEET 3. PROUECT IS 2.45 FEET LOWER THAN THE VERT)CAL Q DATE: MUG. 2005 CORONA, CA 92879 0919-32503 CENTEX HOMES ZI DATUM FOTY THE TRACT IMPROVEMENT PRQECT. CHECKED BY: JOE ACUNA PROJECT MANAGER: CHRIS PITZER KEN A.SEUMALO CITY ENGINEER RCE 56915 (951)479-9300 m I COUNTY OF RIVERSIDE ROUGH GRADING PLAN TRACT No. 32503 M 20 m e e e t — —— (( I 18- zz �o I( 4 ? '7 i r �. / i 23 4 25 � a i iii o Y�- a , �[ ,y I' III _ � y_•�_.--�� � .\ � �r 4y� '/ �-'�f �X�� I •- I �1r q ti-.,�.-;.-...�' _ _. 111 V76 p Irr - - - / + I 7 o LiL!/A5� I 4 o 4- - — 49 /4 ILL 1 m - DABLL V 59 41 27 12 32— 58 _ 47 48 49 50 +T 40 33 26 6 0 -: - � 7 36 e 57 39 25 56 — 34_ — 5_ D 55 54 38 24 15 53 52 51 35 16 a� TR�4 U JA ��a 37 � 23 Fj� IS RESPONSIBLE OLITION AREA OR ALL REQUIRED PERMITS FROM SPON BFROM I p [LL THE CITY OF ELSINORE, AND/OR COUNTY OF RIVERSIDE AS REQUIRED. ASBESTOS TESTING IS REQUIRED ON BUILDINGS BUILT ON OR BEFORE B o 4o Bo INDEX 60MAP 240 320 ao 1977. CONTACT THE CITY OF ELSINORE BUILDING m DEPARTMENT, FOR DEMOLITION, DISPOSAL AND i (DD Z ASBESTOS REMOVAL REQUIREMENTS. di z [ nN SCALE: 1'- 80' F w Res � I U O �Z d mil �o J�O L7 8Fi ag _ �194 by ti-If-0 IL R S: PREPARED BY: PREPAREDBY: CR7<OF[LAIC B.�bl�o aa• HUNSAKR h ASSOCIATES4 THE BEARINGS FOR THIS SURVEY IS USN AND CS BENCH MARK DISK IN CONCRETE IRVINE, INC ROUCI'I GRADNG PLAN 8e THE CALIFORNIA STATE PLANE MONUMENT STAMPED D 307 1935,IS 36 FT WEST Dress� S���� COORDINATE SYSTEM, ZONE 6,NORTH OF CENTERUNE CALIFORNIA HIGHWAY 74.33 FT so f w>oo�4 PAUL R.HUD TON, .�C .�. .B/aO/OB .A'�E' OF LINLAND EMPIRE REGION TRACT 1lOL 32603 DIAL AMERICAN DATUM 1983,AS SOUTH OF POWER POLE 19319 CWT. o "� 2E0S E CA STREET,wITE A 2 TRY WORKING R E g i RIVERSIDE CA J. (951)}52-7200 Q 8 BEFORE DAYS BEFORE DETERMINED LOCALLY BY THE LINE r m PIANWNG/ENGINEU"/SURVEYNG/GOVI:RML01T RELATIONS DEMOLITION PLAN V YOU DIG YOu HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. — l..58020 THESE PUNS HAVE BEEN REVIEWED FOR COMPLIANCE WITH BETWEEN NGS CORS STATIONS'ESRW O�•./wM SHEETS ELEV.1425.76 NAVD 88.HWY ELEV.1423.31 NGVD 29 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CENTEX HOMES tou Fti¢ 1_BOG-227_2600 AND'IATAS BOTH AS PUBLISHED ON MARK DESCRIPTION BY APPR. DATE CITY AND STATE LAWS,AND A PERMIT CAN BE ISSUED. SCALE: AS SHOWN PREPARED FOR: NGS DATA SHEETS,BEING N31'30'44'W NOTE THE 6£RTICAL DATUM FOR THE ROUTE 74 �'AF Iv1� ye+' W.O. FOR, F.B. FILE No. d �� 1265 CORONA POINTE COURT S A PUBLIC SERVICE BY DESIGNED BY: CHRIS PITZER DRAWN BY: CHRIS PITZER °�'cA�Lt 0919-32503 CENTER HOMES UNDERGROUND SERVICE ALERT (EPOCH 2O00.35). SEE SHEET 3. PRO,£CT IS 245 FEET LONER THAN THE b£RACAL DATE: AUG. 2005 CORONA, CA 92879 DATUM FOR THE 7RACT IMPROWMENT PRO,£CT. CHECKED BY: ME ACUNA PROJECT MANAGER: CHRIS PITZER KEN A.SEUMALO CITY ENGINEER 58Bt5 (951) 479-9300 m I $ O _ �R t �"v I 1 Q F } RMIS SlN 1Jf�AE" �=2.1 6.5. ��0 / SEE RIP RAR EVIL PER LE R'DATED ;FEBRI,IARY�15,E x ON SHT: N'547-1jOj 14,' U", s EW�D6 l PROTECT x VD H TO L 7 C EE DETAIL BOUNDARY/COUNTY, U Rl \o zr ooINPLACE b \� 0' EDISON C \ X. DISON EASEMEN b 1 NT f ,=. -. 0 _ - � gp 7W'��/• I ^ � ' � / f �umt99- - o„ �oyb• -"" � _",.-.:.. --- ,.; - - - ,� ..... 80.JJ' .:; 911,EX:-10EASEM '� 60.01 -�Zb'D9' 89'RETAIN G W L4ltFv T SEE LI I / �- � SOT J � >i� ✓ UN SPA AT 2.5 '3, MIj� 1 HER N _ - 23 25'� �� m P 1 2.5 i / 21 21 P- 2 =� o,. 12 i -, 4 1 1 I e _ a9 o � -1I60 .7 ' ♦ 16 .1 _ - m 18 / P-304:#- 7P-1606.8 160II:9 ' P-1600 6 - n 8 J H ) $ o1605.0 o P- O5. P-1608.0 P O/I IA /1�/ 0 1I g * P-160L `1 P-4601.9 g r1602.6��)P*1603.2 �-1b03.8 / � o � P 607 4 � 8.4 ACCESS \ ` - o. i / 4. m 2 v = N _ � - \ B B .15' .68' =3Y G II _ _ �- r- 16.69 :esr 2aso e7 20.5 0.22' ,m_3 9 fP8 1\ \ ' ! 4732 t - '.A4 1 � 5 0 2 I 1 Imo, 3'87 22.33' 2).88' _ J3 7' O 40:71' g0 rn -_- W 19.2J 28.53' S?' 20.22 � I c0 �.-� CC-.��-� � C° m ,� 244)• 1 I A'L0 1. LID 57' 'u --_°'"_ �' � 11 W � \ Y�35.04� ( 1� q,/ � � � CD._ � I, a �a3' � ►9' I �'^ 1 - m 3 N ___ � 1/I � o NJ 0111 NI 1 J '^ I P-160©.7 I: ;,11 $ N 's n ----- -_ �52, * �o - M _� 51 ¢ - - 7 _ g - P 801.8 P 160 0 P 1 00. $ S! a •D F 'f-��04 4 Y 5LA STREET RIP. - g -P=1605.0 - P-1606.9 49� 160 .7 P=1605,4_ z • o' ram- I 2 0 c9�PUN iSHT. CT UN �� \ I P 1607.5 /_ �P- 2.3 0•, �-I D�TRACT 3 3 P 1 01.4 P-16b1.9 P-16,02.5 � � _ D' P-160B.1 g �- . . \ \iO3.1 1 V o � � 0 p / I 05 f 88 - I 1 rn - 21 - - -----.- - ---- - £'f = 00' 60.00' .otfti. N O - ' T DARY LOT PP �+ II 1 I I I x LIRACT 25476_ W = C) w' m rp E w o) Co +6 =O oo ut a CD w rs o aI' 11 T- UNDARY i Co O A o 11 V! ,fS9Ul c1� w 111 Q�pZ `\ 06SO1 y.o �� SEE STIR IMP. -V I W PUN SH. 10, LINE 1 I yF\ "D" OF A�4 32503 III I y G I 1 m W / rn N I o m I o OD rol I IJ i"'� � I tj SECTION "C-C" /� PAD=600.6LOT 13 � CONTRACTOR IS RESPONSIBLE FORI P L CROSS GUTTER �� �" RETAINING WALL UNDER 1'r '� COORDINATION OF CONSTRUCTION OF I - - I THE CATCH BASIN �6, LOCAL SEPARATE PERMIT DEPRESSION, AND LINE"f-12" STORM DETAIL "10 VARIES 0' DRAIN. CONSTRUCTION OF LOCAL 5.0' 5.0' SCALE: 1" = 10' .98'-9.38 0.5' P.C.C. 6' P.C.C. WITH 1 0 20 40 80 120 160 10"X70" WELDED 12" DEPRESSION PER SHT. 3, AND CATCH WIRE MESH BASIN PER SHT. 10 OF THE STREET \ SCALE: 1'- 40' 1 N 1 AND STORM DRAIN IMPROVEMENT PLAN FOR TRACT 32503. 0.5' THICK CONCRETE VAR o o � W/6"X6' W.W.F. o� X (WELDED WIRE FABRIC) J / \. \'- \� �/ 0" SECTION "B-B" TkArT�BOUN\Y- �y� \4o "/� �'\^;,'� 0.5' THICK CONCRETE ` - SECTION A-A W/6"xs' W.W.F. (WELDED WIRE FABRIC) B 1 3 CROSS GUTTER N �` D' - - DETAIL "B" o o I o � / �. SCALE: 1" = 10' I / GRADING CONSTRUCTION NOTES e c �B 1584.40 F � � � CONSTRUCT ACCESS ROAD(3"A.C. OVER 9OX COMPACTED NATIVE) B (0 m� 1606.78 TW k 155 -- PER DETAIL ON SHEET 3 V z B- CONSTRUCT CONCRETE 5'V-DITCH AND SLOPE BENCH f C 1586.31 1 / PER DETAIL ON SHEET 3 16 6' X 1' RECTANGULAR BOX z 8 i ALL o--CONSTRUCT CROSS GUTTER PER DETAIL"B'HEREON w 15A' TRANSITl N uNDER sEPERATE 4o--CONSTRUCT SPLASH WALL PER DETAIL ON SHEET3 LINE "1" - 12" STORM DRAIN DATA TABLE A I e� FR M�. EEP 0 5' 1 r� PERMIT O5 -CONSTRUCT 3'V-DITCH PER DETAIL ON SHEET 3 Bg - 1587 `r BEARING/DELTA RADIUS LENGTH TANGENT RETAINING WALL -- 16 8�CONSTRUCT 1/4 TON NON-GROUTED RIP-RAP PER DETAIL ON SHEET 3 A S89'20'12"E 82.44' UNDERISEPERATE 1606.�TW 1607.20 TW PER1 0, - -� 10 RELOCATE U11UTY POLE BY OTHERS QB 41'44'29• 22.50' 16.39' 8.58' dk 1585.45 T II C� 585.87 TF I 15 CONSTRUCT 12•ADS PIPE © S48-55'20'W 2.26' I 569 I 16 CONSTRUCT 6'X V RECTANGULAR BOX PER DETAIL HEREON g _ I a 1590 I \ \ I 17 INSTALL(3)ALHAMBRA FOUNDRY 14"WIDE A-2424 CRATE WITH PROFILE SCALES C.I.FRAM DETAIL n 18 CONSTRUCT CROSS GUTTER PER DETAIL"C•HEREON HORIZ.: 1"= 10' o DETAIL B" N 19 CONSTRUCT RETAINING WALL PER COUNTY OF RIVERSIDE VERT.: 1"= 4' 1 n n n 2 o =20 DWG. 284 NO.197B,HEIGHT PER PLANS 44.0 Ov 'f-It•07 LINE I - 12 STORM DRAIN o 8 REVISIONS: - PREPARED BY: PREPARED BY: CRY OF IL=MAN= s . 8 THE BEARINGS FOR THIS SURVEY IS USC AND GS BENCH MARK DISK IN CONCRETE �/�/� HUNSAKER ASSOCIATES D I G E R THE CAUFORNIA STATE PLANE MONUMENT STAMPED D 307 1935,IS 38 FT WEST u{�A �/� IRVINE, INC RQlJG1'� QRAMQ PLAM 5 I �p(E551D4, INLAND EMPIRE REGION OF j COORDINATE SYSTEM,ZONE 6,NORTH OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT �o 4 PAUL R.HUD STON,,R.R.C.E.58020 ExP.8/30/OB D TE �NIX DIAL ryp WORKING AMERICAN DATUM 1983, AS SOUTH OF POWER POLE 19319 CWT. W t RIVERSIDE CA 92504 (951)352-7200 ." 2900 ADAMS STREET,SUITE A-15 BEFORE DAYS BEFORE DETERMINED LOCALLY BY THE LANE m PLAM"/EHWIEERNG/SWVEWNG/GDV0ftUT RE A706 ROUGH GRADING U $R YOU DIG YOU DIG HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. N0.58020 THESE P 5 HAVE BEEN REVIEWED FOR COMPLIANCE WITH m BETWEEN NGS CORS STATIONS"ESRW' ow•e/�uM SHEETS m AND•PPBF",BOTH AS PUBLISHED ON ELEV.1425.76 NAVD 88,HWY ELEV.142331 NGVD 29 MARK DESCRIPTION BY APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR .LiTOIL FREE 1-1100-227-2600 SCALE: AS SHOWN 1 PREPARED FOR: CENTEX HOMES ��� IriE +� CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. w.o. FOR: F.B. FlLE N0. o Q NGS DATA SHEETS,BEING N31'30'44"W NOTE. THE VERTICAL DATUM FOR THE ROUTE 74 E €� A PUBLIC SERVICE BY DESIGNED BY: CHRIS PITZER DRAWN BY: CHRIS PITZER °+'cAi1Fd 1265 CORONA POINTE COURT z UNOEROROUND SERVICE ALERT (EPOCH 2O00.35).SEE SHEET 3. PRO,ECT IS 2..45 fEET LONER THAN THE VERTICAL Q p CORONA, CA 92879 0919-32503 CENTEX HOMES . (-� DATUM FOR 1NE TRACT RIPROLEM£NT PROJECT. CHECKED BY: JOE ACUNA PROJECT MANAGER: CHRIS PITZER KEN A.SEUMALO CITY ENGINEER RCE 569 s DATE: AUG. 2005 (951) 479-9300 mn m $ I 0 a NUMBER OF COLUMN NUMBER ROW NUMBER DIAMETER OF / M1Q COLUMNS PACING in ROWS PACING(in OF HOLES HOLES Lm ft QV1634.1 1/j V -�-- 3 Y 4 6' 12 1' .OB3' �2 b 18' 6 x 1619 9' 4.00• IN PER STREET 5 ,vQ' - -1' ATEEOUAL17Y '� IMPR MENT� ,�--� EIER ROW Q 1; ounEr r1DLEs SHT. 11 tOT K ` TR T BIDIJI ARX%fF7l1NTY�DARY s' x til ,y 6 I/ 7 •� 1 F I ,� .r"�"" w Row UMBER of O HOLES PER 7.2X f �6.3X Lq6 6.Sx�' ' / t,T6 6:OX •S�6 2.5X 6' 6. TABLE i I WE ' � 3 00' ROW Q Q 9 UNDER SIDEWALK I r 8�-� - _ J _ 7a}.�.ti _I WEIR WpR INLET 6. -ORIFICE PLATE 9 DRAIN PER ST. - 77 44 J W ROW MPROVEMENT PLAN I t (� 3 I✓ h l\ - 6: 1r1rl7-1r� 4D� � 5 2 / 9ti ° _ -1t J1 - `,-� k 1 ' - 14.9 / x w f 3/e'ORIFICE PUTS F 2 a b / t I1 d ORIFICE � X p OPENING z L � l� 34 l �I 1 TOP ORIFCE PULE -tos:�•- 2 � :8' CONTRACTOR I RESPON IBLE FOR �' x 1626.8 I�I L-2.08' COORDINATION OF CONS UCTIO OF �6' 10Q + 8 1 N I< �I -hD627� C ;'/ I 3/8'ORIFICE PLATE .� c THE 1$" STORM'DRAIN NDER ' 8 O ,,:N.V. - $ i ,� =F GRUMPY N ST, D INLET AND I ' 28 _ 42' I ., 36 N \ ORIFICE PLATE - OUTLET!STRUCAIRES OR THE ATE n I �. _ _ ".m - UNDERLINE GRAVEL I WALL 7HICKNE55 4UIWTy BASJId PER SHT. 5 AtD 6 ( T P-1 •4 -\ 4 o - -r�.is..,'> �I �. ^ P- 614.3 V I p_ WEfR f 1. THE R'OUGN"GRAD PLANS./AND S T �- - I�:.,, F / / -�- '� / I - I WITH RLIER FABRIC I (f) o O O � 31 4 AND 11'OF T E STREET I _ _ N+p i 11 A' I A' "I 11Si0'-f E ORAVEL b IMPROVEMENT P S FOR TR�CT /� \ o I 'W` / TYP. TYP. h -1 - Dir t Z�� l.5-T� I O O o 1600.0 3.00' 32503. 2r 3 ',/� 32 33 III I �i I^ - ) ; a cam- � 1 +, v y. 1 000 3 ' -16 .6� 16J0.6 P-1612.4 �' v� L J 1599.0 7 ' I � t 8.7 I 8 I I F 37 . N r ---- W2t. - 4+. EC' •B P-161$.6 Q TRACT BOUNDARY � \ 1� `� � n'----2.n'W ,� i� 100=5. S T6�1 LINTY BOUNDARY � 16610 T1T� l to N -� N / ` 3' WATER QUALITY OUTLET � \ I � ��. 13 NI5 ! i1 -P,6 2.9 % TRAILING ROSE DRIVE 1T3 \ EX. /W L I 61.00' 22.18' .87 1Bu,' % - I �R. IG WATER MAIN ELE 1 12 SEPARATE PERM PR $`D R B #4 11 4 I •\ --+, - - 10= , x121 3 x ST RM/ RAIN LINE IUNDER SIDEWAL,IC I Q1 � � �- �" PE 5T EET, ,1592 9 RAIN PER STILLLL INAge '!� '� I �� IMPROVEMENT"LANS _ J �. ; TYP, TYP. P PR FOE T /T ' i i Sal I I i~ � 's C p i �' --- T REFER ro sf1T. 11 of e ` 1+ • 9 I I D1 4 �6 2 46 45 i; --� 1 0 p 40 e�, I _ I I W ST. IMPROVEMENT PLANS T1 .� - `1608.SI P 14605 I I -161 -lB1T.3_ I 12.0 i P-161 :2 I P�613 I i ,0/T' K FORS M DRAIN AND I I_I •C•I. '1L� �1p I ,/ uPE� SIGN ? CFS) PDLE ANI I L - T inr- TMPJ ',WIRE IN IN,[SLAG PROPO ED \ POLE IN JL�AND UY- �"100-` CFS N 63.50, 61.00' '- 00' 63.00' RE INS 7b1 • PRE -� ) -,- . . 1B I I _ S N O)�� TYP. e \ 12 I II 12 7 _ - - - L� - - � - - - - - - - - - - � II C" PEhh SYRE ME 2.1 - - - RIVERSI STIR f\7-l4�-�r_ 8 x N EX. CMP RISE ;' I I U E PO OR TRACT •/ (. -3.65 ) 16145 II 7 OF o SB 91• O / I1 1 E - - ,_ � 1 -- " _ TR IMPROVEMENT \ - -. x1613 2 _ LANS "LAT Y-la" 14 y O \ I I � 47 I --�'� UNDER $I N `.__ ,�..�.-.. N - -- -- ---T-- _ _ -- ryx� �o!r�t 9 P�1 6 � r E PR�P�OSEDD�W n�� `l �6� ❑ n _ V II .� E (V�=2.98 ) � 06 5 I TRACT ROUNDARR I �o o °•3- -CQl1fi /�- P UN EMERGENCY E_N1DC'Y OVERFLOW� J It UJDA 11 : INEI 12 ,3 NOTE: MATCI'LNE - SEE SHEET 5 40 80 120 160 0 0 1 FOR SECTIONS "A-4', TUBULAR VIEW "B-B", AND "C-C", SEE SCALE: 1' - 40' FENCE (UNDER PL SHEET 3 SEPERATE PERMIT) _ (7 : I RAY TUBULAR VIEW Z - PROTECT UTILITY , 6'-Ir ORCO WALL TUBULAR VIEW FENCE (UNDER I e 9.3 TO 9.0 Qp• d`'9 p•� WIRE IN PLACE E I (UNDER SEPERATE FENCE (UNDER SEPERATE PERMIT) 5.00' VAR pry;rf J Z P PERMIT) SEPERATE PERMIT) RAY ' I.OX Ri O RIVERSIDE STREET z E nR LOT 47 o`�� GRADING CONSTRUCTION NOTES � �.� SIDEWALK o ez MAXMAx.w.s=1sor.32 �Qoi I - - - - - - - - - - - _ - �n 15' 4' 'S� ' F 1.OX M/V. �g 2•--{ ,60 ?,p �;� ?. �► 4l�-CONSTRUCT SPLASH WALL PER DETAIL ON SHEETS M CONSTRUCT 3'V-DITCH PER DETAIL ON SHEET 3 0-i tiP• ?.x �599F� CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 3 BOO -1 4r�`�� WATER QUALITY BASIN »A» o o.. 2.OX 10 RELOCATE UTILITY POLE BY OTHERS (PRIVATELY MAINTAINED) o 'G 5'CONCRETE(4000PS1)SPILLWAY 6'm FS P UNDER SIDEWALK TO BE AS DIRECTED BYASOILS ENGINEER CONSTRUCTED PER SHT. 4 OF 11 RELOCATE UTILITY BY OTHERS,AS NOTED ON PLAN NTH 1.4 x 1.4 NINU bK STREET IMPROVEMENT PLANS 12 CONSTRUCT 6'-8'ORCO WALL&TUBULAR VIEW FENCE'NTH 914 GATE PER PERIMETER WALL PLANS(UNDER SEPERATE PERMIT) SECTION �� -I--i�� A o SECTION "D-D" SECTION "E-E" SECTION n F-r�+' 13 CONSTRUCT 3'WATER QUALITY OUTLET PER DETAIL HEREON 0 10 20 40 60 80 538 N.T.S. N.T.S. N.T.S. 14 CONSTRUCT CONCRETE SPILLWAY PER DETAIL HEREON SPILLWAY EMERGENCY OVERFLOW SECTION MG T�IT�J) SCALE: 1' - 20'11 ll ^"I a V �' N.T.S. _ S� N - PREPARED BY: PREPARED BY: CRY OF LAIC:Q,9p01! TTHE BEARINGS FOR THIS SURVEY IS USCMONUMENT AND GS BENCH MARK DISK IN CONCRETE HUNSA IRV $ ASSOCIATES 6 THE CALIFORNIA STATE PLANE MONUMENT STAMPED D 307 1935,IS 38 FT WEST ��ess, IRVINE, INC ROUGH ORADNO PLAN _v_ g COORDINATE SYSTEM, ZONE 6, NORTH OF CENTERUNE CAUFORNIA HIGHWAY 74.33 FT cf a C 1 PAUL R.HU STON, A.R.C.E.58020 EXP.8/30/OB INLAND EMPIRE REGION TRACT NO.32503 of DIAL AMERICAN DATUM 1963.AS $WTN OF POWER POLE 19319 CRT. ^Pve- �y 2900 ADAMS STREET.SUITE A-15 «� TWO 11ORKING Qi. RIVERSIDE CA 92504 (951)352-7200 8N YOU E DAB DETERMINED LOCALLY BY THE LINE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. No.5W20 'A m PLANNING/ENMMtING/SURVEIING/GOVERMENT RELATIONS ROUGH GRADING THESE PLANS HAVE BEEN REVIEWED FOR COMPUANCE WITH BETWEEN NGS COPS STATIONS'ESRW [ro.a/wpe SHEETS iY AND"PPBF",BOTH AS PUBLISHED ON ELEV.1425.76 NAVD 88,HWY ELEV.1423.31 NCVD 29 MARK DESCRWTION By APPR. DATE THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR T�FREE I-800 227- CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: AS SHOWN PREPARED FOR: CENTEX HOMES I NGS DATA SHEETS,BEING N31.30'44'W NOTE- THE WR17CAL DATUM FOR THE ROUTE 74 �'e c,r'� +' 1W.O. FOR: F.B. FlLFA P1ALLx: �' DESIGNED BY: CHRIS PITZER DRAWN BY: CHRIS PITZER or c.�IFd 1265 CORONA POINTE COURTUNDERGROUND SERVICE�,�ALERT (EPOCH 2O00.35). SEE SHEET 3. PRO,£CT IS 2.45 FEET LOWER THAN THE V£RRCAL DATE: AUG. 2DO5 CORONA. _A 92879 0919-32503 CENTEX HOMES zi DATUM FOP THE TRACT#4PRowmENT PRO,.ECT. CHECKED BY: JOE ACUNA PROJECT MANAGER: CHRIS PITZER KEN A.SEUMALO CITY ENGINEER RCE 915 (951)479-9300 I s In CITY OF LAKE ELSINORE ESTIMATE OF EROSION CONTROL STRUCTURE QUANTITIES i EROSION CONTROL NOTES: NO DESCRIPTION QUANTITY UNIT i P ( �IN CASE OF EMERGENCY,CALL yQQ(RESPONSIBLE PERSON)AT(90,�479-9601 ER DETAIL HEREON 945 LF. EROSION CONTROL PLAN CONSTRICT STREET SANDBAGGING 2 CONSTRUCT(YfECXDAM PER DETAIL HEREON 5 EA. (24-HOUR PHONE NUMBER) 3 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL HEREON J EA. B. THE UNDERSIGNED CIVIL ENGINEER MALL REVIEW PLACEMENT OF EROSION CONTROL AND J20 4 CONSTRUCT SILT FENCE PER DETAIL HEREON 5 L.F. INSURE THAT WORK IS IN ACCORDANCE MATH THE APPROVED PLANS. 5 HYDROSEED SLOPE 57500 S.F. J 58020 06/30/2006 TRACT No. 32503 lE _ (SIGNATURE) RCE NO.) (EXP.DATE) C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON,OCTOBER 15 THROUGH APRIL 15. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. / D. CIT CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL THE O OF THE CITY ENGINEER. E. ALL REMOVABLE PROTECTIVE EROSION CONTROL DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. _ F.AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND 7 I 9 1 3 I I I - I — DESILTING BASINS. ANY GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING I I 1 10 1 1 1 2 I 14 1 6 1 7 1 8 I 19 20 21 I I22 1 123 24 125 126 r + I J A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. / J 1 5 J — _ J _ J` _ 1 L —I L 1 I I 1 29 \� ✓ _ lam JIL _{ _ _ �L _ `' 47 I 27 28 I 1 1 G. FILL SLOPES AT THE TRACT PERIMETER MUST DRAIN AWAY FROM THE TOP OF THE SLOPE \� L — 1 l_ J AT THE CONCLUSION OF EACH WORKING DAY. 6 — — J H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE POSTED ON THE SITE TO PREVENT .I IIIVA t PUBLIC TRESPASS INTO AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS \ _ , _ 1 _ 1— \ I / — f _ — _ 1 r I r 1 \ r _ , \ / r 45 T TWO FEET OR CREATES A HAZARDOUS CONDITION. 4 11 3 1 2 _ 160 159 158 57 1 56 1 55 54 �53 1�52 1 51 1150 I 1 I481I I I f 31 ( 30 1 � �= J — � �� L43 II-4-3 — I —II _ 1— J L _.—I -- ' --� —, J J J L L_ L �- J L 49 III r L NETTING 43 / _ r.' C g 32 SrucE SPECIAL EROSION CONTROL NOTES: � � Z C I I L — — — '�FITOELTR F, 45 1 — — — '�54�I F"iDw d 60 _�� � � � ___ TOE-IN 1.TEMPORARY SOIL STABILIZATION MEASURES INSTALLED ON GRADED SLOPES EXCEEDING A 3 TO 1 46 44 31 28 1� I 1 _g '11. I 42 JI 33 RATIO AHD/OR 10 FEET IN HEIGHT. L — J 2.DESILTING FACILITIES AT ALL DRAINAGE INLETS FOR THE GRADED SITE, DESIGNED FOR A 59 I _ �� y I l 41 \ HEAVY 25-YEAR 6-HOUR STORM INTENSITY. THEY MUST BE DETAILED ON THE PLANS. DESIGN AND I-- I 41 32 27 1 2 7 I I — —I FORCING SPECIFIC RECOMMENDATIONS SHALL BE SUBMITTED FOR THE FOLLOWING: -- ;I _. — DOU&E 577CH A.DESILTING BASIN VOLUME BASED ON GRADIENT AND NATURE OF SOILS. 58 1 13 I`" III I EM 40 _ RAW�D H -- B. THE REAL EXTENT OF ALL GRADED AREAS AND IDENTIFICATIONS OF ANY TEMPORARY SOILS I t I I 47 48 40 33 26 6 1 I STABILIZATION MEASURES. 49 50 I _ _ I t I I I I �I 1� 1 1 C. SIZE OF DESILTUIREMING BASIN OUTLET PIPE AND OVERFLOW. 57 I II 39 I 25 1 4 5 I I 1 19 — 38J 37 36 35 ---_---- D. DIKE REQUIREMENTS. MINIMUM WALL WIDTCH, SLOPE OF WALLS,PERCENT COMPACTION,ETC. -�� J— J 3. PLACEMENT OF DEVICES TO REDUCE EROSION DAMAGE WITHIN THE TRACT MUST BE SHOWN ON + — - — - _ B 56 _ THE PLAN. 55 I 38 24 15 \ (( - - FILTER FABRIC E `� 4. OUTLET CONDITIONS FROM THE DESILTING BASIN SHALL NOT EXCEED DOWNSTREAM UMIATIONS. 54 53 52 51 II 35 1 - 5. THE PERMITTEE SHALL KEEP A STANDBY CREW FOR EMERGENCY WORK AVAILABLE AT ALL i TIMES DURING THE RAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY -Inn— 2nem_ SILT FENCENOT TOLDETAIL 4 DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 6. AT LEAST ONE WARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN 0 50 100 200 300 400 ANY DEVICE EXCEEDS EIGHTEEN INCHES. ADDITIONAL GUARDS MAY BE REWIRED AS DEEMED NECESSARY BY THE DIRECTOR OF PUBLIC SERVICES. ENGINEER'S NOTES AND LEGEND SCALE: 1'= 100' I 7' AFTER FROM DRAINS NS AND PIPES OM,ALL SILT AND F ADJACENT SALL P BE REMOVEDERTIES. FROM PUBLIC DRAINS AND INDICATES GRAVEL FILLED SANDB4GS INDEX M A P PIPES � INDICATES SILT FENCE FLOW INDICATES DIRECTION OF FLOW 112 INTERVAL PER SANDBAG 112 INTERVAL PER SANDBAG SPACING TABLE SPACING TABLE INDICATES STABILIZED CONSTRUCTION ENTRANCE HP INDICATES HIGH POINT / 50'MIN. ... 12"MIN LP INDICATES LOW POINT RIGHT-OF-WAY PUBLIC RIGHT-OF-WAY m HYDROSEEDED SLOPES . 1. ALL SLOPES TO BE PROTECTED FROM EROSION BY HYDRO-MULCH b' CURB FACE SEED MIX AS SPECIFIED BY DEVELOPER AND APPROVED BY THE CITY OF LAKE ELSINORE SANDBAGS TYP SAN BAGS 1YP Exisnrlc cRouND PROFILE b' STREET CENTERLINE I 2. GRAVEL B4GS ARE ENCOURAGED OVER THE USE OF SANDBAGS PER EC710N D-D r PER ECTION D-D PROVIDE APPROPRIATE TRANSITION AND MAY BE REQUIRED IN AREAS WHICH ARE PARTICULARLY SENSITAIE — — — 1B' TYP a BETWEEN STABILIZED CONSTRUCTION TO SEDIMENT DEPOSITION. DIRECTION OF ENTRANCE PUBLIC RIGHT-OF-WAY C STREET FLOW 50'MIN. J. STANDARD DETAILS SHOWN HEREON SHALL BE USED AS SHOWN 45 ON THE APPROVED EROSION CONTROL PLAN. w CURB FACE TYPICAL SANDBAG DETAIL w PUBLIC m EXISTING GROUND RICMT-OF-WAY IN.OPENING ��°N raP ROW RIGHT-OF-WAY SECTION D"—D" V z NOT TO SCALE o B C N PLAN I 1 INTERVAL PER SANDBAG SPACING TABLE _I z F STABILIZED CONSTRUCTION ENTRANCE SPECIFICATIONS 1. THE MATERIAL FOR CONSTRUCTION OF THE PAD SHALL BE CRUSHED AGGREGATE SPACING OF ROWS OFSANDEIAGS o GREATER THAN 3" BUT SMALLER THAN 6" SLOPE OF STREET PAVED STREET UNPAVED STREET 2. THE THICKNESS OF THE PAD SHALL NOT BE LESS THAN 12 INCHES. W' OR MOREOX d 3. THE WIDTH OF THE PAD SHALL NOT BE LESS THAN THE FULL WIDTH OF ALL POINTS b' d L OX TO BX 25' 25'- J COURSES, 1B"HIGH MIN. OF INGRESS OR EGRESS. .D. 'S 4. THE LENGTH OF THE PAD SHALL BE AS REQUIRED, BUT NOT LESS THAN 50 FEET. 5.9X TO 4X 7.9X TO 6X 75'- 1'RICH MIN. 50'00'f 74' - 1'HIGH MIN. STABILIZED CONSTRUCTION ENTRANCE 3.9X OF LESS f00' o$ NOT TO SCALE I s CHECKDAM DETAIL UNPAVED STREET SANDBAGGING DETAIL n NOT TO SCALE 2 NOT TO SCALE as _ �190 Ov y it- OZ z VISION : PREPARED BY: PREPARED BY: CRY Of LAM dM101! s a. DIG E HUNSAKER do ASSOCIATES THE BEARINGS FOR THIS SURVEY IS USC AND GS BENCH MARK DISK IN CONCRETE �,� d� THE CAUFORNIA STATE PLANE MONUMENT STAMPED D 307 1935,IS 36 FT WEST �� Ems" IRVINE. INC RW1C�� QR/�DNL� PLI1N ores:' INLAND EMPIRE REGION CT of �.� COORDINATE SYSTEM,ZONE 6,NORTH OF CENTERLINE CALIFORNIA HIGHWAY 74,33 FT o«W,Wgf.�4 f PAIL R.H LESTON,JR.R.C.E.59020 EXP.8/30/OB 2gp0 ADAMS STREET,SUITE A-15 v, �•32503 "" DIAL TWO yK, AMERICAN DATUM 1983,AS SOUTH OF POWER POLE 19319 CANT. ��g QI.+., RIVERSIDE CA 92504 (951)352-7200 08 BEFORE DAYS BEFORE DETERMINED LOCALLY BY THE LINE HEIGHT OF LIGHT ABOVE STATION MARK 1 METER. N0.58020 m THESE LAWS NAVE BEEN REVIEMED FOR COMPLIANCE WITH PLANNING/FNW-MNG/SURVEIING/GOVERNMENT RELATIONS EROSION CONTROL INDEX & 8 BETWEEN NGS CORS STATIONS'ESRWr ta.B/11m TITLE SHEET SHEETS g N YOU DIG YOU ELEV. 1425.76 NAVD BB,HWY ELEV.1423.31 NGVD 29 THE APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR „ TOLL FTtEE 1-800-227-250o AND"PPBF',BOTH AS PUBLISHED ON MARK DESCRIPTION BY APPR. DATE '^� CITY AND STATE LAWS, AND A PERMIT CAN BE ISSUED. SCALE: AS SHOWN PREPARED FOR: CENTEX HOMES NGS DATA SHEETS,BEING N31-30.44-W NOTE• THE VERTICAL DATUM FOR THE ROUTE 74 �e civl� BI+� W.O. FOR: F.B. rNO.p A PUBLIC SERVICE BY DESIGNED BY: CHRIS PITZER DRAWN BY: CHRIS PITZER cA��f 1265 CORONA POINTE COURTz uNOEacxouND ALERT (EPOCH 2000.35).SEE SHEET 3. PR0.ECT IS 2.f5 FEET LONER THAN THE V£R11CAL CORONA,CA 92879 0919-32503 CENTEX HOMES DATUM FOR THE TRACT IMPROVEMENT PR0.ECT. 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