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938uu_grw t r t to ♦`: ♦. f #.... • 'd ! - Y td Yf t t. •r f ss- �. # '.B t tit dt tt#!" f t#" f. !' •. d r- d + e s --s d t r- • -r # • •s r ! t,- + t f� s YY' a ♦' Y + _ Y f , r 'e '• a '� Yt' .Y _r + •- ! t -Y # t- f • s-+ + - t - s • rt • -si d t- Y -r • ••d ! '# + t If t '♦ ♦. Y •t:.. 'I t! tl t • r # t d. t .......... t • tf: Yet + -♦ s r • f trt r d r t ei .ee Call:Toll FREE 0 • rf TWO WORKING DAYS BEFORE YOU DIG notifies only those utilities belonging to present"CAUTION' Remember that the USA Center ��CHECKED the center. There could be other utilities at the work WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN . D OR 4 : ! ■ AND/OR ENCROACHMENT AD • r a BEEN ISSUED. GRADING RECOMMENDEDFOR APPROVAL T.C. TOP OF CURB BY ci INSTALL OF SANDBAGS AS SHOWN SITE `" 100----_. O J �. -D'OWNDRAIN PER DETAIL ON SHEET 3 35,520 PROPERTY LINE � GRADE BREAK TREET DESILTING 6ASIN VEHICLE ACCESS RAMP PER DET. ON SHT, 17 THOMPSON RD. The private # - . ._ signingthese plans # # # 'B # # # t y ii mid acceptabili of the di hereon. In the event of discrepancies arl after county approval or during construction, the ptivate engineer shall be responsible for detennining an acceptable solution or revising the plans for approval by the # FINISH GRADE 2z CONSTRUCT r CONSTRUCTION ENTRANCEPER DETAIL ON �i : , L ON i. R DRAIN f PER i DETAIL 'CONSTRUCT INTERCEPTOR I 4`p ..1. ON R ##RA. # tr #. RISERPERDETAIL CONSTRUCT SKINNER R I ROUGH GRADING PLAN FOR NOTICE +f CONTRACTORAGREES THAT HE SHALL ASSUME +. AND COMPLETE !`.rO.. . PROJECT,FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS j OF ALL PERSONS AND PROPERTY. THAT REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL er as . THAT CONTRACTOR , DEFEND, ► AND NER HOLD THE AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF OR THE ENGINEER. THE EXISTENCE AND LOCATION OF ANY UNDERGROUNi UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SE4RCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE,THERE ARE NOEXISTING UTILITIES EXCEPT THOSE SHOWN ON PLANS. CONTRACTOR REQUIRED a #. TAKE ALL . e. PRECAUTIONARY .. ,..PROTECTe OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE PROTECTION OR ADAMAGEOR w r ALL RETAINING i' WALLS e..': PLANS 1 AR....,! REFERENCE e.'. LY N '' a :. CONSTRUCTED : PER SEPARATE , # r.: ! CONTRACTOR SAVERIFY ALL CONDITIONS Ar DIMENSIONS , REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. [JUNTlR►li�lll�.] 11101*1VAiTA911 L FMIN 0 # '!P' 0 GRAPHIC SCALE OWNER: SOILS ENGINEER: BROOKFIELD HOMES Place,12865 POINTE DEL MAR, SUITE 200 41571 Coming t DEL MAR, ♦ ♦ Murrieta, 92562 (858) 481-8500 T61, (909) 304-2300 .0#304-2392 0 COUNTY OF RIVERSIC),E EIULDING AND SAFETY DEPARTMENT A _ a 1. M% BY - RECOMMENDED _ D... DATE ! t i RLun*. Associates • Wi #nut, Suite E Tustin, CA 92780 832-2077 COMPILED BY PHOTOGRAAfMETRIC METHODS. CONTOURS WERE STRll DIJITIZED. Wl 1 39156, DATE FLOWN: 6116103 BEING ' SUBDIVISION OF PORTION OF t' OF e AND PORTIONS OF e OF THE SOUTHWEST QUARTER r THE SOUTHOF a QUARTER OF eN 28, BOTH IN TOWNSHIPSOUTH, RANGE 2 WEST, SAN BERNARDINO TOGETHER NTH A PORTION OF PARCEL 4 ► ► e s e #A r NO. i a IN BOOKPAGES 47 AND ,: FILED IN BOOK 41, PAGES 8 AND 9 OF PARCEL MAPS AND PARCEL 1 AND LETTERED LOT "A" (POURROY DS ROAD) a •'')• CEL "# a ♦Yi % se% r, rf / PARCEL MAPS,OF RIVERSIE COUNTY, CALIFORNIA ALL RECOR VICINITY MAP NTS ■ ! SGOTT RD. T.C. TOP OF CURB I ci INSTALL OF SANDBAGS AS SHOWN SITE `" 100----_. O J �. -D'OWNDRAIN PER DETAIL ON SHEET 3 35,520 PROPERTY LINE G.B. GRADE BREAK TREET DESILTING 6ASIN VEHICLE ACCESS RAMP PER DET. ON SHT, 17 THOMPSON RD. FG. FINISH GRADE 2z CONSTRUCT r CONSTRUCTION ENTRANCEPER DETAIL ON �i : , L ON i. R DRAIN f PER i DETAIL 'CONSTRUCT INTERCEPTOR I 4`p ..1. ON R ##RA. # tr #. RISERPERDETAIL CONSTRUCT SKINNER BENTON R�. I� I RESERVOIR '� � RD. INV. INVERT OF DRAIN v a BOREL RD. v o F. F. LF �S SUBDRAIN "+sem CONC. t.a# INLET PER R.C.FC.D. STD.DWG. CB 110 MURRIET HOT o eL B.V.C. BEGIN VERTICAL CURVE SPRINGS RD. CONSTRUCT INTERCEPTOR TO DOWNDRAIN CONC. TRANSITION APRON PER DETAIL ON SHT Jt TOP OF SLOPE E.V.C. R• ®� _ _ CONSTRUCT CONCRETE COLLAR PERDETAIL ON SHEET 3 -ji P.l. POINT OF INTERSECTION RETAINING WALL E.P. CONSTRUCT 36" CONC. STANDPIPE RISER PER DETAIL ON SHEET J w FIRE HYDRANT T. W. ��FQ D --- Q INSTALL 24" NDS N 12 4�PRG�T �C1'fl TOP OF FOOTING ELEV: SOUND OR SCREEN WALL D. INSTALL 18" NDS N 12 DEEPENED FOOTING CONSTRUCT STONE RIP RAP PER DETAIL ON SHEET 3 's VICINITY MAP NTS ■ ! itESTWATE OF EROSION CONTROL QUAN 'INSTALL SANDBAG VELOCITY REDUCER PER DETAIL ON SHT 17 T.C. TOP OF CURB I EXIST: CONTOUR INSTALL OF SANDBAGS AS SHOWN FLOWLINE ELEV: `" 100----_. PROP. CONTOUR �. -D'OWNDRAIN PER DETAIL ON SHEET 3 35,520 PROPERTY LINE G.B. GRADE BREAK TREET DESILTING 6ASIN VEHICLE ACCESS RAMP PER DET. ON SHT, 17 CONSTRUCT BENCHDRAIN PER DETAIL ON SHEET 3 FG. FINISH GRADE 2z CONSTRUCT r CONSTRUCTION ENTRANCEPER DETAIL ON moi..: -111! : , L ON i. R DRAIN f PER i DETAIL 'CONSTRUCT INTERCEPTOR I ��IRIa ..1. ON R ##RA. # tr #. RISERPERDETAIL CONSTRUCT FINISH SURFACE • # PER CONSTRUCT R !# d � N SHEET 3 DETAIL R�. I� I SF '� � INV. INVERT OF DRAIN s RER DETAIL ON R OFSLOPE PROTECTION CONSTRUCT LF PAD ELEVATION CONSTRUCT SPLASH WALL PER DETAIL ON SHEET 3 F. F. LF ,�'"�"S'' SUBDRAIN "+sem CONC. t.a# INLET PER R.C.FC.D. STD.DWG. CB 110 _ _ _ _ AREA DRAIN B.V.C. BEGIN VERTICAL CURVE CONSTRUCT INTERCEPTOR TO DOWNDRAIN CONC. TRANSITION APRON PER DETAIL ON SHT Jt TOP OF SLOPE E.V.C. END VERTICAL CURVE ®� _ _ CONSTRUCT CONCRETE COLLAR PERDETAIL ON SHEET 3 -ji P.l. POINT OF INTERSECTION RETAINING WALL E.P. CONSTRUCT 36" CONC. STANDPIPE RISER PER DETAIL ON SHEET J w FIRE HYDRANT T. W. TOP OF WALL ELEV; D --- Q INSTALL 24" NDS N 12 ®, TOP OF FOOTING ELEV: SOUND OR SCREEN WALL D.F INSTALL 18" NDS N 12 DEEPENED FOOTING CONSTRUCT STONE RIP RAP PER DETAIL ON SHEET 3 itESTWATE OF EROSION CONTROL QUAN 1/05 BY. I} • LEGEND OF ABBREVIATIONS & SYMBOLS 'INSTALL SANDBAG VELOCITY REDUCER PER DETAIL ON SHT 17 T.C. TOP OF CURB I EXIST: CONTOUR INSTALL OF SANDBAGS AS SHOWN FLOWLINE ELEV: `" 100----_. PROP. CONTOUR �. CHECKDAM PER DETAIL ON SHT 17 35,520 PROPERTY LINE G.B. GRADE BREAK TREET DESILTING 6ASIN VEHICLE ACCESS RAMP PER DET. ON SHT, 17 DAYLIGHT LINE FG. FINISH GRADE 2z CONSTRUCT r CONSTRUCTION ENTRANCEPER DETAIL ON R.G. ROUGH GRADE - ��IRIa ..1. ON R ##RA. # tr #. RISERPERDETAIL CONSTRUCT FINISH SURFACE CENTERLINE PER.A CONSTRUCT DAM DETAIL '� � INV. INVERT OF DRAIN s RER DETAIL ON R OFSLOPE PROTECTION CONSTRUCT # PAD ELEVATION 1/05 BY. I} • LEGEND OF ABBREVIATIONS & SYMBOLS LENGTH T.C. TOP OF CURB I EXIST: CONTOUR F, L. FLOWLINE ELEV: `" 100----_. PROP. CONTOUR T. G. TOP OF GRATE - - PROPERTY LINE G.B. GRADE BREAK - - — r1L - DAYLIGHT LINE FG. FINISH GRADE 2z SHEET FLOW RATE R.G. ROUGH GRADE - GRADED SWALE F.S. FINISH SURFACE CENTERLINE '� � INV. INVERT OF DRAIN T SWALE HIGH POINT PAD ELEVATION FLOWLINE F. F. FINISH FLOOR ELEV. ,�'"�"S'' SUBDRAIN G.F.F GARAGE FINISH FLOOR _ _ _ _ AREA DRAIN B.V.C. BEGIN VERTICAL CURVE TOP OF SLOPE E.V.C. END VERTICAL CURVE ®� _ _ TOE OF SLOPE P.l. POINT OF INTERSECTION RETAINING WALL E.P. EDGE OF PAVEMENT w FIRE HYDRANT T. W. TOP OF WALL ELEV; D --- Q STREET LIGHT T.F. TOP OF FOOTING ELEV: SOUND OR SCREEN WALL D.F DEEPEN FOOTING DEEPENED FOOTING L. LENGTH 0 ❑ ® WATER METER 1 TITLE SHEET INDEX MAP DWYY, DRIVEWAY 4-16 ROUGH GRADING CATCH BASIN & LOCAL DEPRESSION 17-20 EROSION CONTROL PIAN N.T.S. NOT TO SCALE 3' O X DEPTH OF REQ'D OVER EXCAVATION j P.U.E. PUBLIC UTILITY EASEMENT ^- --.___.__ ✓' CUTfFILL LINE I TH LAKE SKINNER, 1.2 MILES SOUTH ALONG WASHINGIOA I! SIREET f ROM 7H INIERSECRON OF WASHINGTON SNEET AND KELLER ROAD, 16 + w WEST OF v WASHINGTON ♦ 67 FEET WEST OF 1POWER POLE NO. 4059450E, 0.5 FOOT WEST OF RE ECTOR PADDLE, A J-114 PLANNING ENGINEERING SURVEYING i, n Three Hughes Irvine, CA 92618 PH: (949) 583-1010 FX: (949) 583-0759 liINCH STANDARD Mi ALUMINUM DISK, SLT FLUSH, IN TOP OF A 10 Ill ONG DRAIN HEADWAU, 0.6 FOOT SOUM OF THE NORTH END. 24068 Exp. 12/31/05 24068 INDEX OF SHEETS: • • ala. NO. DESCRIPTION v 1 TITLE SHEET INDEX MAP 2-3 DETAIL SHEET PLAN 4-16 ROUGH GRADING PLAN 17-20 EROSION CONTROL PIAN 21 INTERIM GRADING PLAN PLAN IN • • ® i v •q t e• • AV r SIDE YARD PROPERTYREAR PROPERTY LINE LINE (WHERE OCCURS) (WHERE OCCURS) TOP OF BERM SHOWN PER PLAN 2r 1 50 1. SECTION A -A APPLIES WHEN THE DIFFERENCE IN PAD ELEVATIONS EXCEEDS 12" 1 2. SECTION B -B APPLIES WHEN THE DIFFERENCE' IN PAD ELEVATIONS IS 12" OR LESS & THE EXTRA DEPTH FOOTING IS SHOWN ON THE GRADING & STRUCTURAL PLANS. J. IN NO CASE SHALL THE SWALE FLOWLINE BE LOWER THAN THE BOTTOM OF THE FOOTING WITHIN 5' FROM BUILDING. 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 5. SWALES TO BE CUT IN AT 1Z MIN. AT ROUGH GRADE AND PRIOR TO BUILDING CONSTRUCTION. 6. A PAVED DRAINAGE SWALE, CATCH BASIN & PIPE OR OTHER SIMIALR DRAINAGE DEVICE IS REQUIRED WHEN A STOOP, FIREPLACE OR PORTION OF THE BUILDING EXTENDS WITHIN ESTABLISHED DRAINAGE SETBACKS. 7 SEE STD. PLAN 101 FOR DRIVEWAY APPROACHES. 8. PAD DRAINAGE TOWARD SWALES AT 2% MIN. PROPERTY LINE 5' MIN. TOP/TOE OF SLOPE PER PLAN 5' MIN. j, MIN. F.L. 127 W—N, 04 N *EXCEPT BERMS LESS THAN 1' HIGH MAY BE CONSTRUCTED AT 1!12:1 SECTION A—A -I ROUGH GR" PAD 7 �, 00000" 1. BERM DETAIL TO BE USED ON ALL SLOPES OVER 5' HIGH 2. BERM TO BE REMOVED PRIOR TO CONSTRUCTION OF WALLS AND FENCES TYPICAL BERM DETAIL NO SCALE C— tD CL T— ;NqL OT NO. A1 TY LINE ... ...... .. 15' TIP. I a' MIN.) C- 4/ ge: F.F. ELEV. 41 II I APAD ELEV. G.F.F. ELEV. B.S.L k \01 1� 15' TVI? SIDEWALK. o CURB FACE DIRECTION OF FLOW 1. SECTION A -A APPLIES WHEN THE DIFFERENCE IN PAD ELEVATIONS EXCEEDS 12" 1 2. SECTION B -B APPLIES WHEN THE DIFFERENCE' IN PAD ELEVATIONS IS 12" OR LESS & THE EXTRA DEPTH FOOTING IS SHOWN ON THE GRADING & STRUCTURAL PLANS. J. IN NO CASE SHALL THE SWALE FLOWLINE BE LOWER THAN THE BOTTOM OF THE FOOTING WITHIN 5' FROM BUILDING. 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 5. SWALES TO BE CUT IN AT 1Z MIN. AT ROUGH GRADE AND PRIOR TO BUILDING CONSTRUCTION. 6. A PAVED DRAINAGE SWALE, CATCH BASIN & PIPE OR OTHER SIMIALR DRAINAGE DEVICE IS REQUIRED WHEN A STOOP, FIREPLACE OR PORTION OF THE BUILDING EXTENDS WITHIN ESTABLISHED DRAINAGE SETBACKS. 7 SEE STD. PLAN 101 FOR DRIVEWAY APPROACHES. 8. PAD DRAINAGE TOWARD SWALES AT 2% MIN. PROPERTY LINE 5' MIN. TOP/TOE OF SLOPE PER PLAN 5' MIN. j, MIN. F.L. 127 W—N, 04 N *EXCEPT BERMS LESS THAN 1' HIGH MAY BE CONSTRUCTED AT 1!12:1 SECTION A—A 0 N 32' '"s 14 101- -8' 6' MST ------------------- 47 AC PAVEMENT rCUR9 2Z 2- EXIST Ew R.O.W. A. 6. BERM FUTURE IMPROVEMENTS BY OTHERS WASHINGTON ST. (ARTERIAL H01GHWAY) N.T.S. STD 100 (MODIFIED) RIS' Rei'' 2 PAD 22* 2Z -- ------- I 2 Fj L. .0000M .00.0ft .0aftuft OMEN& mown* amwx� aow"* 0 VER J' HIGH SIDEWALK SIDEWALK VERT. CUT AT 1 6" CURB & GUTTER CURB & GUTTER ROUGH GWE LOCAL IN ERIOR STREETS W111NDCHIME COURT, COUGAR PASS COURT,JUNIPER TREE COURT GINGER TREE DRIVESMALL PINE COURT, RUNNING STREAM DRIVE, LAUREL TREE COURT, OAKSTONE CREEK COURT,WLD CARNATION DRIVE, BIRCHBROOK, LANE,CHEROKEE ROSE ST. & DAISY DRIVE ItT.S. STD 104 (MODIFIED) R1W RIW 600 .30# 300 2" 10' 20# 20' 10' J 2 2- 2% 1! —2%w _2X 2 SIDEWALK SIDEWALK 6" CURB & GUTTER CURB & GUTTER ROUGH GRADE LINE LOCAL INTERIOR STREETS 30' 1 30' SCHOOL SITE LOT "B" LOT "C" VARIES 1' MIN. EXISTING FREEBOARD GROUND UNDERGROUND SERVICE ALERT 2.75 FT C> 2 Call: Toll FREE 1-800 422-4133 [C NEL SLOPE — 0. TWO WORKING DAYS BEFORE YOU DIG "CAUTION": Remember that the USA Center SECTION "K -Km notifies only those utilities belonging to the center. There could be other utilities EARTH CHANNEL present at the work site. The center' will N.T.S. infoit#[ you of whom they will notify. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT ANDIOR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible MARK BY DATE A �,DA TE for determining an acceptable solution or revising the plans for approval by REVISONS the county. I ENMEBt COUNTY 0 q R.O.W .10' MIA, 6' 1 6' 32 R.O.W. 44' 32 -6#- -6' Igo'Mjj I LD.Z nw .3w 1 1 4 —k1 MIN, VARIES VARIES ROUGH GRADE UNDERCUT ABELIA STREET (SECONDARY HIGHWAY) N.T.S. STD 102 RIW RIW 74 37' 37' —2' 22' 22'9 2# 2 2 2-j 2% 2 SIDEWALK L SIDEWALK 6" CURB & GUTTER 1 -6" CURB & GUTTER R.O.W R.O.W IJ4 R.O.W. L 67' 67' 6$ FUnNE EXIST GROUND WSW Z�4 AC PA T 2% CURS 2Z ROUND T--- ---- ------------- IMPROVEMENTS BY 07HERS (FOR REFERENCE ONLY) WINCHESTER ROAD (S.R. 79) N.T.S. STREET TYPICAL SECTXM ROUGM GRAD114G UNDERCUT Wx 24" AT STREETS WITH STORM DRAIN UP TO 36" DIA. M 301" AT STREETS WITH STORM DRAIN W' DIA. & GRIEATER —A Ri ! — — — — — — — — — — — 4-11:1 TEMP SLOPE 1 A 1 BLADE 1%a SWALE TO EDGE OF DRIVE �—SETBACK LINE 1 5 FACE OF CUR C"i DATE RECOMMENDED DATE qSETBACK � 5# LEVEL % BLADED SWALE BOTTOM STREET ­j UNDERCUT 2v r SECTION A—A SECTION B—B W '171 711PI i &I �Aj (COLLECTOR STREET) STD 103 (MODIFIED) R.O.W. R.O.W. k66' R. O.W. - I 6" 220 22 1-6# -5* F— 10, 12' 12' 10 A C FA VEM�N ICN �RBI % x 2% (FOR REFERENCE ONLY) WISTERIA LOOP N.T.S. 12' 12' 1. 6" IZWN�. MIN. SECTION C—C /05 BY: ILL TYPICAL LOT ROUGH GRADING TRACT 30069 -2 I.P.NO. 050034 ,2. H U N S A K E R & A S S 0 C I AT E S ' J MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG WASHINGTON �SIREET f ROM TH NYRSEC710AI OF WASHINGTON •STREET AND KELLER ROAD, 16 COUNTY OF RIVERSIDE I R V I IN E I IN C WEST OF THE CENTERLINE OF WASHINGTON SNEET, 67 FEET WEST OF PLANNING ENGINEERING SURVEYING POWER POLE NO. 4059450E, 0.5 FOOT WEST OF REFLECTOR PADDLE A J- 114 ROUGH GRADING PLAN Three Hughes Irvine, CA 92618 PH: (949) 583-1010 FX: (949) 583-0759 INCH STANDOD MW9SC AL UMINUM DISK, SET f L USH, IN TOP OF A 10 ffET ONG DWN HMNAU, a6 FOOT SOUTH OF 7HE NORTH EAR NO. 24068 DETAIL SHEET Exp. 12/31/05 PREPA • SC BROOKFIELD HOMES DATE H. AS SHOWN_ V. AS SHOWN PROPERTY LINE tD CL TY LINE TOP OF BERM SHOWN PER PLAN SEE TYPICAL 15' TVI? o DETAIL HEREON ---2 FI 10' MIN. 5' MIN. 5' MIN. Z. I.- z CL 31 MIN. F. L. F. LX MIN. -Y TOP OF SLOPE 6 " A -------- 2XMIN. *2. 1 MAX* 2% MIN A X. PAD Q 2% MIN./57. MAX. - — — — — — — — -- — — -PAD PAD SECTION C—C 4% MIN.12:1 MA 4% MIN./20% *EXCEPT BERMS LESS THAN 1' HIGH MAY BE CONSTRUCTED AT 1Y2:1 SECTION 8-8 TYPICAL LOT FINISH GRADING NO SCALE 0 N 32' '"s 14 101- -8' 6' MST ------------------- 47 AC PAVEMENT rCUR9 2Z 2- EXIST Ew R.O.W. A. 6. BERM FUTURE IMPROVEMENTS BY OTHERS WASHINGTON ST. (ARTERIAL H01GHWAY) N.T.S. STD 100 (MODIFIED) RIS' Rei'' 2 PAD 22* 2Z -- ------- I 2 Fj L. .0000M .00.0ft .0aftuft OMEN& mown* amwx� aow"* 0 VER J' HIGH SIDEWALK SIDEWALK VERT. CUT AT 1 6" CURB & GUTTER CURB & GUTTER ROUGH GWE LOCAL IN ERIOR STREETS W111NDCHIME COURT, COUGAR PASS COURT,JUNIPER TREE COURT GINGER TREE DRIVESMALL PINE COURT, RUNNING STREAM DRIVE, LAUREL TREE COURT, OAKSTONE CREEK COURT,WLD CARNATION DRIVE, BIRCHBROOK, LANE,CHEROKEE ROSE ST. & DAISY DRIVE ItT.S. STD 104 (MODIFIED) R1W RIW 600 .30# 300 2" 10' 20# 20' 10' J 2 2- 2% 1! —2%w _2X 2 SIDEWALK SIDEWALK 6" CURB & GUTTER CURB & GUTTER ROUGH GRADE LINE LOCAL INTERIOR STREETS 30' 1 30' SCHOOL SITE LOT "B" LOT "C" VARIES 1' MIN. EXISTING FREEBOARD GROUND UNDERGROUND SERVICE ALERT 2.75 FT C> 2 Call: Toll FREE 1-800 422-4133 [C NEL SLOPE — 0. TWO WORKING DAYS BEFORE YOU DIG "CAUTION": Remember that the USA Center SECTION "K -Km notifies only those utilities belonging to the center. There could be other utilities EARTH CHANNEL present at the work site. The center' will N.T.S. infoit#[ you of whom they will notify. NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT ANDIOR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible MARK BY DATE A �,DA TE for determining an acceptable solution or revising the plans for approval by REVISONS the county. I ENMEBt COUNTY 0 q R.O.W .10' MIA, 6' 1 6' 32 R.O.W. 44' 32 -6#- -6' Igo'Mjj I LD.Z nw .3w 1 1 4 —k1 MIN, VARIES VARIES ROUGH GRADE UNDERCUT ABELIA STREET (SECONDARY HIGHWAY) N.T.S. STD 102 RIW RIW 74 37' 37' —2' 22' 22'9 2# 2 2 2-j 2% 2 SIDEWALK L SIDEWALK 6" CURB & GUTTER 1 -6" CURB & GUTTER R.O.W R.O.W IJ4 R.O.W. L 67' 67' 6$ FUnNE EXIST GROUND WSW Z�4 AC PA T 2% CURS 2Z ROUND T--- ---- ------------- IMPROVEMENTS BY 07HERS (FOR REFERENCE ONLY) WINCHESTER ROAD (S.R. 79) N.T.S. STREET TYPICAL SECTXM ROUGM GRAD114G UNDERCUT Wx 24" AT STREETS WITH STORM DRAIN UP TO 36" DIA. M 301" AT STREETS WITH STORM DRAIN W' DIA. & GRIEATER —A Ri ! — — — — — — — — — — — 4-11:1 TEMP SLOPE 1 A 1 BLADE 1%a SWALE TO EDGE OF DRIVE �—SETBACK LINE 1 5 FACE OF CUR C"i DATE RECOMMENDED DATE qSETBACK � 5# LEVEL % BLADED SWALE BOTTOM STREET ­j UNDERCUT 2v r SECTION A—A SECTION B—B W '171 711PI i &I �Aj (COLLECTOR STREET) STD 103 (MODIFIED) R.O.W. R.O.W. k66' R. O.W. - I 6" 220 22 1-6# -5* F— 10, 12' 12' 10 A C FA VEM�N ICN �RBI % x 2% (FOR REFERENCE ONLY) WISTERIA LOOP N.T.S. 12' 12' 1. 6" IZWN�. MIN. SECTION C—C /05 BY: ILL TYPICAL LOT ROUGH GRADING TRACT 30069 -2 I.P.NO. 050034 ,2. H U N S A K E R & A S S 0 C I AT E S ' J MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG WASHINGTON �SIREET f ROM TH NYRSEC710AI OF WASHINGTON •STREET AND KELLER ROAD, 16 COUNTY OF RIVERSIDE I R V I IN E I IN C WEST OF THE CENTERLINE OF WASHINGTON SNEET, 67 FEET WEST OF PLANNING ENGINEERING SURVEYING POWER POLE NO. 4059450E, 0.5 FOOT WEST OF REFLECTOR PADDLE A J- 114 ROUGH GRADING PLAN Three Hughes Irvine, CA 92618 PH: (949) 583-1010 FX: (949) 583-0759 INCH STANDOD MW9SC AL UMINUM DISK, SET f L USH, IN TOP OF A 10 ffET ONG DWN HMNAU, a6 FOOT SOUTH OF 7HE NORTH EAR NO. 24068 DETAIL SHEET Exp. 12/31/05 PREPA • SC BROOKFIELD HOMES DATE H. AS SHOWN_ V. AS SHOWN 2\Gni—Rough\SHTO2.dwg • 2\Gni—Rough\SHTO2.dwg CONSTRUCTION NOTES FOR PAVED DRAINAGE DEVICES 1. APPROVED MATERIAL FOR CONSTRUCTION OF DEVICE IS EITHER J" CONC. W/ NO. 4 BARS LONGITUDINAL 24" O.C. WITH NO. 4 TIE BARS 48" O.C. OR J" GUNITE W/ 6"x 6'�- W 1.4 X W 1.4 W.W.F. (WELDED WIRE FABRIC) OR APPD EQUAL. 2. INSPECTION OF GRADED SWALE IS REQUIRED PRIOR T6'INSTALLATION OF PAVING. J. GROUND SHALL BE PRE -WET TO THE SATISFACTION OF THE BUILDING OFFICIAL OR ENGINEER PRIOR TO PLACEMENT OF CONCRETE. 4. PAVED DEVICE SHALL BE CURED WITH A MOISTURE LOSS RETARDANT. 5. PUMPCRETE IS AN ACCEPTABLE SUBSTITUTE FOR GUNITE & MAY BE INSTALLED WITH 6"X 6- W 1.4 X W 1.4 WELDED WIRE MESH (W.W.M.). 6. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSION STRENGTH AT 28 DAYS OF 2500 P.S.I. CONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL CONFORM TO SECTION 2621 OF THE UNIFORM BUILDING CODE. 7. ANCHORS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STANDARD PLAN WHEN SLOPE EQUALS OR EXCEEDS 2:1. r 21-6v 2* -6v RIM ELEV 2 SHOWN ON PLAN —2% 2 /Nu_ HINGE POINT ------------------------------ - 6& OP77OW ALL EDGES TO BE TRIMMED SMOOTH 12* SEE CONTRUCTION NOTES 6*`X6'--W1.4XW1.4 W, W. FOR PAVED DRAINAGE DEVICES HEREON �8�'B �EN �CH�W I �TH_ T ER R �E D�R A IN NOT TO SCALE A INN DRAIN SHOWN ON PLAN on TERRACE DRAIN 0 A 3000 As 14 RS OPTIONAL SEE CONSTRUCTION NOTES FOR PAVED I DRAINAGE DEVICES 2 HEREON 6 "X6 W 1. 4XW 1.4 W. W, F A 4 I— DOWN DRAIN ANCHOR A. DOWN DRAIN ANCHORS CONSTRUCTED C4 EVERY 10' IN VERTICAL HEIGHT AND L—e-A AT TOP AND TOE OF DOWN DRAIN �LJ4 BARS -��) DOWN DPjW SECT M A DOWN DRAIN NOT TO SCALE 12-7 -MW. - - 310 NATURAL GROUND 18" 18" 4 RIM ELEV PER PLAN VARIES -18" MAX FINISHED SURFACE 2 ip­ SEE CONSTRUCTION NOTES FOR PAVED DRAINAGE DEVICES HEREON .nRCEPTOR DRARI NOT To SCALE 6"W-W1.4XW1., GROUTED RIP -RAP (213 EMBEDMENT) �S SHO'H. S FINISHED OR EXIST SURFACE PROPOSED OR EXIST. DRAINAGE STRUCTURE .STONE GR"TION SIZE LARGER THAN 200# 0 5 100# 50 100 50# 95 100 RPaAAP DETAL NOT TO SCALE 'TRUCTION NOTES FOR r/Ivr-u uafillymur- ur-IMIC") nr-rxr-L11V 36" P.C.C. TOE DITCH NOT TO SCALE #4 @ 12" 4 #4 CIRCULAR TIES 10 TERRACE DRAIN 18" 50 i,�`Sp c,�,0 18 12" 18 a12n 67. MIN. 12 8" SEE CONTRUCTION NOTES FOR PAVED DRAINAGE 8 ANCHORS DEVICES MERLON SECTION A -A ANCHORS I TRANSITION 8' TERRACE DRAIN & DOWN DRAINANTERSECTION NOT TO SCALE - DOWN DRAIN A PLAN_ UNDERGROUND SERVICE ALERT O[;E v C> Call: Toll FREE 1-800 1 422-4133 TWO WORKING DAYS BEFORE YOU DIG "CAUTION": Remember that the USA Center notifies only those utilities belonging to the ­,anfor. There f-on"Irl be other ut�Jities present at the work site. The center will inform you of whom they will notify. 04/04/05 BY: LL DATE OF THIS PLOT WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND IOR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible MARK BY I DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER W4(41111:1 1"kn I Z PROPOSED PIPE 15' EQUALLY SPACED ---SMCIAL CONCRETE COLLAR DETAL NOT TO SCALE 8* -Off GROUND RW ELEV. SHOWN ON PIAN FINISHED SURFACE 0 FACE OF SLOPE SEE CONSTRUCTION NOTES 2P-6" FOR PAVED DRWGE CUT-OFF DEVICES HEREON WALL DOWNDRAIN PER DETAIL HEREON-, SECTION A -.IL N.T.S. I JAI I • NOT TO SCALE N.T.S. PLAN not DATE RECOMMENDED DATE r;L#1=0MN1K11t4 17 0 24" O.C. z* 8 "WX 16" CONC. BLOCKS; GROUT ALL CELLS SOLID SEE CONSTRUCTION ir V NOTES FOR PAVED T- F -I,77- —=I - I DRAINAGE DEVICES .4 (13 4 -.4 . . . . . . . . . . HEREON IMBED 2 MIN. 12 INTO FRESH CONCRETE 6� SPLASH WALL NOT TO SCALE 1.5' MIN. G. ----------------------- RCP RISER—SIZE PER PIAN N 5' MIN. 0 0 0 0 0 112-x 12" (MAX.) SLOT OR 112 TO 0 0 (? 1-112" DIA. HOLES, 10"'-12 ON ,# 4 REBAR 0 011"CTR. AND STAGGERED 6" MAX. SPACING PIPE TYPE & SIZE PER PLAN 12" HOLES 112" x 2" STEEL STRAP WITH 318- BOLT FLOW TEE PLUG aA SET TEE SECTION IN WET L CONCRETE FOOTING & TROWEL INSIDE TO DRAG ANCHOR BLOCK MIN. 5 SACKIC.Y CONCRETE OR METHOD APPROVED BY BUILDING OFFICIAL 1.6 DRAIN PIPE & RISER 10 NOT TO SCALE BARA 04■ 0637 071 H U N S A K E R & AS S 0 C I AT E S 0 MUS SOMOOT OF LAKE SKIWER, 1.2 MILES XM ALONG WASHINGTON 7— WET f ft TH lfffERSECRON OF WASHNGTON SIREET AND KELLER ROADCOUPOF , 16 11%AW n A T M IVERS1 I R V I IN E I N C - FEET #EST OF THE CENTERUNE OF W119ANGTON SMEE , 67 FEET WEST OF PLANNING ENGINEERING SURVEYING POWER POLE NO. 4059450& 0.5 FOOT WEST OF REFLECTOR PADDL& A J- 114:!: ROUGH GRADING PLAN Three Hughes Irvine, CA 92618 PH. are 583-1010 FX- (949) 583-0759 'jIVIH STAMM MWDSC ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET 11 ONG DRe Hmom, a6 FOOT SOUN OF THE NORTH END. DETA& SHEIET PREPA 8 R.C.E. No. 24068 FOR*. BROOKFIELD HOMES H: AS SHOWN V, ASSHOWN i WER DATE STONE GRADATION Z LIGHTER LIMITS OF STONE BY WEIGHT WEIGHT BY POUNDS BLANKET THICKNESS 100 ol 691 276 JX1.5=4.5' 5 i 292 IJ8 151 146 4J 5 rm 'X5' STONE RIP—RAP 9 36" P.C.C. TOE DITCH NOT TO SCALE #4 @ 12" 4 #4 CIRCULAR TIES 10 TERRACE DRAIN 18" 50 i,�`Sp c,�,0 18 12" 18 a12n 67. MIN. 12 8" SEE CONTRUCTION NOTES FOR PAVED DRAINAGE 8 ANCHORS DEVICES MERLON SECTION A -A ANCHORS I TRANSITION 8' TERRACE DRAIN & DOWN DRAINANTERSECTION NOT TO SCALE - DOWN DRAIN A PLAN_ UNDERGROUND SERVICE ALERT O[;E v C> Call: Toll FREE 1-800 1 422-4133 TWO WORKING DAYS BEFORE YOU DIG "CAUTION": Remember that the USA Center notifies only those utilities belonging to the ­,anfor. There f-on"Irl be other ut�Jities present at the work site. The center will inform you of whom they will notify. 04/04/05 BY: LL DATE OF THIS PLOT WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND IOR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible MARK BY I DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER W4(41111:1 1"kn I Z PROPOSED PIPE 15' EQUALLY SPACED ---SMCIAL CONCRETE COLLAR DETAL NOT TO SCALE 8* -Off GROUND RW ELEV. SHOWN ON PIAN FINISHED SURFACE 0 FACE OF SLOPE SEE CONSTRUCTION NOTES 2P-6" FOR PAVED DRWGE CUT-OFF DEVICES HEREON WALL DOWNDRAIN PER DETAIL HEREON-, SECTION A -.IL N.T.S. I JAI I • NOT TO SCALE N.T.S. PLAN not DATE RECOMMENDED DATE r;L#1=0MN1K11t4 17 0 24" O.C. z* 8 "WX 16" CONC. BLOCKS; GROUT ALL CELLS SOLID SEE CONSTRUCTION ir V NOTES FOR PAVED T- F -I,77- —=I - I DRAINAGE DEVICES .4 (13 4 -.4 . . . . . . . . . . HEREON IMBED 2 MIN. 12 INTO FRESH CONCRETE 6� SPLASH WALL NOT TO SCALE 1.5' MIN. G. ----------------------- RCP RISER—SIZE PER PIAN N 5' MIN. 0 0 0 0 0 112-x 12" (MAX.) SLOT OR 112 TO 0 0 (? 1-112" DIA. HOLES, 10"'-12 ON ,# 4 REBAR 0 011"CTR. AND STAGGERED 6" MAX. SPACING PIPE TYPE & SIZE PER PLAN 12" HOLES 112" x 2" STEEL STRAP WITH 318- BOLT FLOW TEE PLUG aA SET TEE SECTION IN WET L CONCRETE FOOTING & TROWEL INSIDE TO DRAG ANCHOR BLOCK MIN. 5 SACKIC.Y CONCRETE OR METHOD APPROVED BY BUILDING OFFICIAL 1.6 DRAIN PIPE & RISER 10 NOT TO SCALE BARA 04■ 0637 071 H U N S A K E R & AS S 0 C I AT E S 0 MUS SOMOOT OF LAKE SKIWER, 1.2 MILES XM ALONG WASHINGTON 7— WET f ft TH lfffERSECRON OF WASHNGTON SIREET AND KELLER ROADCOUPOF , 16 11%AW n A T M IVERS1 I R V I IN E I N C - FEET #EST OF THE CENTERUNE OF W119ANGTON SMEE , 67 FEET WEST OF PLANNING ENGINEERING SURVEYING POWER POLE NO. 4059450& 0.5 FOOT WEST OF REFLECTOR PADDL& A J- 114:!: ROUGH GRADING PLAN Three Hughes Irvine, CA 92618 PH. are 583-1010 FX- (949) 583-0759 'jIVIH STAMM MWDSC ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET 11 ONG DRe Hmom, a6 FOOT SOUN OF THE NORTH END. DETA& SHEIET PREPA 8 R.C.E. No. 24068 FOR*. BROOKFIELD HOMES H: AS SHOWN V, ASSHOWN i WER DATE 14x 1419.5 x 1418.2 14D6—" 1419.5 '1111 Ix *I L11141 III I*]• 1419.5 x 1419.5 X 1419.5 x 1419.4 X _T 1419,, x 1419.5 x 1419,5 x x 1419,5 1419,5 x 1419,5 x 1419.4 x 42 " 1421 . 1 " 1420A x 14.29.1 TR. 1�)c 1421 A CONSTRUCT DOWNDRAIN PER DETAIL ON SHEET 3 CONSTRUCT SEN HDRAIN PER DETAIL ON SHEET 3 CONSTRUCT 14TEWCEPTOR DRAIN PER DETAIL ON SHEET 3 CONSTRUCT RIP RAP PER DETAIL ON SHEET 3 CONCRETE 3'—Q" WIDE PCC TOE DITCH PER DETAIL ON SHEET 3 CONSTRUCT SPLASH WALL PER DETAIL ON SHEET 3 INSTALL 36"X36" CONC. DROP INLET PER R.C.F.C.D, STD. DWG. C8 110 �$ CONSTRUCT INTERCEPTOR TO DOWNDRAIN CONC. TRANSITION APRON PER DETAIL ON SHE 3 CONSTRUCT CONCRETE COLLAR PER DETAIL ON SHEET 3 10 CONSTRUCT 36" CONC. STANDPIPE RISER PER DETAIL ON SHEET 3 INSTALL 24" NDS N 12 INSTALL 18" NDS N 12 13 CONSTRUCT STONE RIP RAP PER DETAIL ON SHEET 3 UNDERGROUND SERVICE ALERT Call:T611 FREE • I 227-2600 # WORKING DAYS BEFOREYOU DIG "CAUTItN'�.- Remember that notifiesonly r belonging r the center. There could be other present at r WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE PERMIT A A. it , �► A. GRADING ENCROACHMENT ` PERMIT A •EEN ISSUED. IR .® privatei .. d +... plans i assuring accuracy countyand acceptability of the design hereon. In the event of discrepancies arising after approval or duringconstruction,privateengineer0 beresponsible A • � ♦ A for determiningan acceptable t i or d plans i approval b county.the 1420,1 X 141.9 X i SEE SHEET N O . 4 SEE S HE E T "I NO a 13 10 LU Uj U LU (A me ,; . e: AT A, BENCHMARK1434.61 NGS NO. SR1 ELEV.: i AND SARTMENT' #A DEPA:FSET M 81tt t r. ) AND s. ROM TH :P t OWASHINGTON t WEST O WASHINGTON (7 FEET WEST O PRK ZPOLE ENGINEERINGPLANNING p+ I • Three Hughes 92618 PH: 949 i i `t i f P `DP" MWVSC ALUMINUM SET IN 0i FSET OF A 10 A #aw DRAIN i #I /I i /NORTH h a P # DATE s • o)�PA2 • ♦ %. .:. 1 RECOMMENDED DATE DATE H: AS SHOWN V: AS SHOWN 10 LU Uj U LU (A CONSTRUMON NOM: CONSTRUCT DOWNDRAIN PER DETAIL ON SHEET 3 4) CONSTRUCT BENCHDRAIN PER DETAIL ON SHEET 3 CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET J CONSTRUCT RIP RAP PER DETAIL ON SHEET 3 CONCRETE 3'-0- WIDE PCC TOE DITCH PER DETAIL ON SHEET 3 CONSTRUCT SPLASH WALL PER DETAIL ON SHEET 3 INSTALL 36"X36- CONC. DROP INLET PER R.C.F.C.D. STD. DWG. CB 110 CONSTRUCT INTERCEPTOR TO DOWNDRAIN CONC. TRANSITION APRON PER DETAIL ON SHE J CONSTRUCT CONCRETE COLLAR PER DETAIL ON SHEET J Iii CONSTRUCT 360 CONC. STANDPIPE RISER PER DETAIL ON SHEET 3 INSTALL 24" NDS N 12 INSTALL 18" NDS N 12 13 CONSTRUCT STONE RIP RAP PER DETAIL ON SHEET 3 TUBULAR STEEL,, FENCE PER LANDSCAPE ARCHITECTS DWG'S (TYP.) LOW SCREEN WALL (SLOUGH) PER LANDSCAPE ARCHITECTS DWG'S FA a EXIST. GROUND -- SECTION 12A -A NOT TO SCALE 3. 1 0' 60 Is 1,540 -����_ � _ L1MiT 153o 1,525, -----1,520 00 Uj --\ N LUUJ 75 491.0 1470 N ul IP— UNDERGROUND SERVICE ALERT Vj�t>l v o Call:T611 FREE —800 227-2600 TWO WORKING DAYS BEFORE YOU DIG "CAUTION": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the deign hereon. In the event of discrepancies ofising after county approval or during construction, the private engineer shall be responsible MARK BY DATE for determining an acceptable solution or revising the plans for approval by L the county. ENGINEER ;0 a-1061rolv, S" I SEAL -COUNTY COLNTY OF WE DE BUILDING AND SAFETY DEPARTMENT AFMVED BY: DATE APPR., DATE COUNTY RECOMMENDED DATE S. SIM S RN' DRAI. INLiT ORM~ PLAS 10, t �0 �0 �-r \ x N RA --R U DAY 7S, 1594�3 A 60 x 7S go RKZ� °mob\( IN FM I _J I I inch = 40 tL —7– IN Sl:>s E S 1,1'2.J MILES NORIHWEST OF LAKE SKINNER, 1.2 MILE5 SOUTH ALONG WASHINGTON"'= F- ii BENCHMARK- NGS NO. SR1 ELEV.: 1434.61 HUNSAKER & ASSOCIAT STREET f ROM TH INTERSECTION OF WASHINGTON STREET AND KELLER R600, 16 �iffET WEST OF THE CENTERLINE OF WASHING70N STREET, 67 fEET WEST OF PLANNING ENGINEERING SURVEYING 11POWSR POLE NO. 4059450E, 0.5 FOOT WEST OF REFLECTOR PADDL& A J 4 al Three Hughes - Irvine, CA 92618 PH: (949) 583-1010 FX: (949) 583-0759 INCH STANDARD MWOSC ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET NO. 24068 LONG DRNN HODWALL, 0.6 FOOT SOUTH OF THE NORTH END Exp. 12/3 05 PRX2 2.4068 DATUM: NAVD 88 -C • _Z SCALE: 144 Hi i AS SHOWN V: AS SHOWN . I DIMLIG& S#fYI5ERe'0' 40� DATE L 09/14/05 DI; LL L �F pli DATE OF THIS PLOT Ims TRACT NO. 30069-2 I.P.NO. 050034 HEET NO. COUNTY OF RIVERSIDE S 8 ROUGH GRADING PLAN PLAN SHEET OF SHTS. AOO tk t° Og5# `O , e ` k as 1 1 ¢ t .. g CD ij COto r r '. i CA JIfI dd f 4d I r, T IMI S OF GRADI G �ERVEY T �Y Id & Dl TURBCE IwoY LvUj I i r f i t f F", r 1 # lIf T T OUN D RY. l � r �� i �� f 1 tf IF 4y^;1515 Uj It It r / 1510 _1 505 r , , I LE HO L d i� , 115 14.51,1 k i rP yyrGs r jjj 1 t of If 8 io 1M ' d tt 14-49,7 t 141. , 00, UNDERG U D '1i CE 4c \ ' �a :Toll 80D d rIf 21 —2 QQ TWO WO K1N 17AYS BEFORE YOU tII "CAUTION"'- Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after 1 L.L. 1719105 REVISED PAD LOT 55 AND GRADES AT GINGER TREE county approval or during construction, the private engineer shall be responsible MARK BY DATE APPR, DATE for determining an acceptable solution or revising the plans for approval by REVISIONS the county. ENGINEER COUNT' 8 E E S H E E T w= 'tiT� i AND A IXPARnEW . rnO IIIc DATE RECOMMENDED DATE a z i 1 CONSTRICT DOWNDRAIN PER DETAIL ON SHEET 3 CONST UCT BENCHDRAIN PER DETAIL ON SHEET 3 456.4 ) CONSTI UCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 3 ONSTf UCT RIP RAP PER DETAIL ON SHEET 3 I U NCRE X-0" WIDE PGC TOE DITCH PER DETAIL ON SHEET 3 1455.2 C NST ICT SPLASH WALL PER DETAIL ON SHEET 3 n l STALL 36"X36" CONC. DROP INLET PER R.C.F.C.D. STD. DWG. CB 110 ; $ CbNSTR T INTERCEPTOR TO DOWNDRAIN . TRANSITT CONCON 9 A ON P DETAIL ON SHT. 3 I C NSTRUC CONCRETE COLLAR PER DETAIL ON SHEET 3 I 10 G NSTRU 36" CONC. STANDPIPE RISER PER DETAIL ON SHEET 3 1455.4 1 TALL 4" NDS N 12 `~ # I1STALL I18 NDS N 12 i3 ONSTR CT STONE RIP RAP PER DETAIL ON SHEET 3 k Y 5.4 1456.2 � Ix z I 14-54.2 w _ DIS" 14.55.€ 454. 1 14545 1453.2 1, I 14l sa gp d 3 1454.5 I ° Y i!4544 14557 I - 1 — 4Q S .0 I I I RAP SCALE i 4 20 W I 1 .1 LI ITS OF &ADING ERMIT k,1 f.& DISTBANCE ' I .1 x ASNINGTO STREET G DING ER SEPARA TE PERMIT 4. ° k \ 1455.3 I A ,y_ , . 1434.61 2J MIES NORTHWEST OF i HUNSAKER & ASSOCIATES STREET FROM TH INMRSECTUN OF WASHINGTONT AND j • ROAD, 16 OF POWER POLE NO, 4059450& 0.5 FOOT WEST OF REf LECTOR PADDLE, A 3-114 PLANNING ENGINEERING SURVEYING Three Hughes - Irvine, CA 92618 PH: (949) 583-1010 FX: (949) 583-0759 INCH STANDARD MWDSC AL UMINUM DISK, SET f L USH, IN TOP OF A 10 FEET LONG DR,DRON 86AXALL,0.6 FOOT SOUTHOF t° t PR •.sr' X R.C.E. NO. 4•w DATUM: NAVD 88 1 SCALE:> OWN AS SHOWN V: AS SH D R ♦ a RY '15ATE M1 160 rd Lid U Z MAP DATE IDENTIFIER x DATE OF LATEST CHANGE TO THIS MAP z >C. 07/09/05 EiY; LL DATE OF THIS PLOT Cj �7)V5 i v Iui 1� . Ii • COUNTY OF RIVERSIDE, s, ROUGH rO GRADING d..1, d. PLAN SHEET FOF��' SHTS. • N n 5" 455 o g a i --145 101 1445 1438.9 1444 ,> w440 14371 800c 227— Two- oRKING DAYS BE ORE YOU DIG "CAUTION" Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present of the work site. The center will NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer sholl be responsible MARK I BY DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER ares a , SHEET COUNW OF 'Et IM, BUIL04NG AND SAFETY DEPARTMENT APMVED BY: DATE RECOMMENDED DATE N O . N 1 1 III WI -i 'U I� 4h, 1 14 ti LIMITS OF G ADING ERMIT DISTURBANCE 55.1 S I ASHINGTD STREET G C �ER SEPARA PERMIT I Aa 5,3 r 1455,3 I� x CON N t 1 CONS UCT OOWNDRAIN P DETAIL ON SHEET u 1 t �2 CCNSTR CT BENCHDRAIN PE DETAIL ON SHEET 3 { 3t CONSTRUC�'INTERCEPTOR DRA PER DETAIL ON SHEET 3 i $f CONSTRUCT R RAP PER DETL ON SHEET 3 1 CONCRETE 3'-o" DE PCC OE ITCH PER DETAIL ON SHEET 3 -�------ ar'` 113.3 ONSTRUCT SPLASH ALL P R D IL ° ON SHEET 3 !N ALL 36"X36" CO . DROP' INL ER R.C.F.C.D. STD. DWG. CB 110 $ CON RUCT INTERCEPTO TO DOWNDRAIN ONC. TRANSITION 14 — APRON ER DETAIL ON T. 3 T9 CONSTRU CONCRETE COL PER DETAIL O SHEET 3 CONSTRUCT " CONC. STAND PE RISER PER ETAIL ON SHEET 3 j NSTALL 24" ND N 1.2 m IN ALL 18 NDS 12 a 1 3 CON RUCT STONE RAP PER D !L ON SHEET 3 I �141- 1450. 1452.1 O. 1451.1 �14 I I 1.1. � o �14 x a LE: GRAPHIC SALE i 40 0 20 40 180 Now FEET } 1 h _ 40 rt fjfjfj TRACT ! 7— BENCHMARK NGS NO. SR1 ELEV.: 1434.61 10 c, 12.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG WASHINGTOW 14 COUNTY OF RIVERSIDE ►t p^�y i LAJ ,., 3 67 FEET WEST OF CENIERUNEOF WASHINGTON PLANNING ENGINEERING SURVEYING �POWER POLE NO. 4059450E, 0.5 FOOT WEST OF REFLECTOR PADDLE, A J-114 ROUGH GRADING PLAN Three Hughes Irvine, CA 92618 PH: (949) 583-1010 FX: (949) 583-0759 '1ACH STANWD MW9SC ALUMINUM DISK, SET f LUSH, IN TOP OF A 10 FEET NO. 24068 LONG DRAIN 85ADWALL, 0.6 FOOT SOUIH OF THE NORM END. Exp. 12/3 L ITS OF G ' DING PER I & DISTUR ANCE T EL - I ,..._,i ! 7— BENCHMARK NGS NO. SR1 ELEV.: 1434.61 10 c, 12.3 MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUTH ALONG WASHINGTOW COUNTY OF RIVERSIDE ►t ,., 3 67 FEET WEST OF CENIERUNEOF WASHINGTON PLANNING ENGINEERING SURVEYING �POWER POLE NO. 4059450E, 0.5 FOOT WEST OF REFLECTOR PADDLE, A J-114 ROUGH GRADING PLAN Three Hughes Irvine, CA 92618 PH: (949) 583-1010 FX: (949) 583-0759 '1ACH STANWD MW9SC ALUMINUM DISK, SET f LUSH, IN TOP OF A 10 FEET NO. 24068 LONG DRAIN 85ADWALL, 0.6 FOOT SOUIH OF THE NORM END. Exp. 12/3 PLAN R.C.E. NO. 24068 DATUM: NAVD 88 FOR iCOUNTY SCALE:'PREPAR OWNERFILE NZ) D" DATE H: AS SHOWN V: AS SHOWN • SHEET •. 10 ►t r i aaaa r,rr/ r ' 1486.8 30 M l�llll�� 1478. aaa 1481.9 � 71 w rrs aaa da a 1471.8 a 14 30 PRVC `\ `'" w'r !'--147 a 1468. N ,C7 / a RGa 14 .0 1468. aaaaa 14 RG w/ aaa Pi , w O w a 1466.40 146F�6.54 °® / J' 66.0 C - � \ 1464.99 � 1465. ` C RG ` a r' a LU as _ -1465. Uj s / RG ;... ,y F, 7461. n 1455.6 , oA ,% -- 4470. f, !d - 1455.6 , oA ,% -- 4470. f, !d - 14706 _ RG 146 C6 1460.62 a a` 1aa ' J 50. TC `1451.1 �a A ' \\ r 0 » S E E S H E E T NOr8 5 70 65 z CM 14/0M. \aa ` C TTRTA DRAT PER £TAIL 511£ 3 75` _ ONSNCHD !N R D£ 1L ON155 EET 3 TRUCTtNTER PTO DRAT P£R A1L O SH££T NSTRU R1P RAP PER ETAIL SHLL 3 1540 g CONC £ ._D,. DE P C T0£ ITCH R DET Ci ON 5T 3 CO TR CT SP SH W L PER DETAI ON SH 3 1 SIAL 36" 36" NC. D F. P 1 ET PER R.C..D. STD. DWG. C8 110 ----GRAPHIC T SCALE CON RtICT 1NTE EPTOR 0 D NDR CON TRAA1lT t0 APR P D£T !t ON 7 tt /STRLE T CO CRETEI& R PE DETAI ON S ET 3 �_ ONST CT 3 COST aPl £ R1S PER 41L 5££T 3 .� _ _ -... 1' INS T L 24 INDS 12 'Q �' I :' ALL 8" lYD ° - _ `� 1 CONST t1CT ST E RA PE DETAI ONS ET 3 ,. / / � , 7' i3 as , '"o ._-'•"""` ,,.. • �...,,•-'""°a, �+ �, / t �' � / Fes,.° . TRA tJ ',5,20 ` / 1515 1510 T 468. r gQaF4 - e � "'.., ��x �`a fgJ,r""e.,`w"'�� »,a��y9 a \ i k��^-........v `"`gym ».,...,-.^'" --»....._ ? "..».."_--•"` : � . 1500 149 5 DING P 7.8 1:!MRBA 14 4 _ 1 4 •fin"°'^* / ! '„,' ! `°"" »-^...„,„ "�, .,.....". '.....°", ,+•` -f 4g0 r td° «,., � : `!' / "^..,. �*"` ! "°m"",,,,� : �V 8C � ".^w,..---•_-.,.,". .'"` 0"`" __..» .:..............»..,,.....»,-.^^..K«:«"^ � i tP 1464. 147 0 ' ' !�, 1 �'e9' � J J J! icy •�� ,,w 4 T� ���� .„_.......-.... "'." --.._..., ..... �_Mi ".~`_- _._ 1 � � } J Ofa :� _•` X61 1462 TC 4 AUj d, r'-146fi. '° i 4 146f1. � 61.10 Ft >< W d os " C 146 MG,,.,,-.,a�,� J """.w, ! ;' ».b. 45��'S C 5$. �� �5' "'" i !r � ....,••--~w'..m. J 1464.6 ,!, <sG 45h - �°9g�°`' lro�,' ,' .�..-.._.-....,." v--...._._..-. ""- - ,'�-" ,,'� �;. •� ,°, ._-' \ 145 14 ,• ` ` - aaa ,� RG ! °J' 17®..1 261 00 ,. _ CJs ! �! " ^-•-,..- ° 'Q � i`f O ..... d! d -� J a`a 14 6 , i°g� +. ! pita ,� >�� X O J 1462. g !i d UGH GRADING ... j ; -y - � �- - - - - - - 1---�-��-�,--_.�- 144$.4~aa a,aw ,.,,,.�„Y \�„ te�y� e f�6=, ``�, !J!� ° �✓ T � V� �- R - _ AN ARM G UN T 1bt36145 d' J� _ t 4all . aha i� tj'a a "." "'•- " _ W ' -a4,a� G v C 2 aaa `! M J J 'b. - ®® r r Jt - -C7• 137 1455.Q RG -~�A 70.im f �Sg O M --+ .fir " -. 1 Y4 '® ^---�� -- g� % _ 14�i/ AV NRc Call: Toll FREE166 2a i _10 i B ' x'227-2600 i PC 1+81.10 j TWO WOPM 76A -M BEFORE YOU d 67 "CAUTION" Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will NOTE: WORK CONTAINED WITHIN THESE PLANS SMALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after 1 L.L. .7191o5 REVISED PAD LOT 54 AND GRADES AT GINGER TREE county approval or during construction, the private engineer shall be responsible MARK DY DATE APPR. DATE for determining an acceptable solution or revising the plans for approval by REVISIONS the county. ENGINEER COUNTY ` 1449. 144560 1448•!° Q TC �a3 g° r\ J/ 7 . -d.J -�.7• it STORM DRAIN 0 ZC� PER S.D. IW -.-PLANS 011-11 ati as 144 TC •-, 1 p 7 143114 \ `.0 E E H E E T 577{V1'i` p� SEAL WLDM AND SAFETY DEPARTMENT APPFKNM BY: R„ ca w DATE 1 RECOMMENDED DATE I N 0 BENCHMARK NGS NO. SR1 ELEV.: a ., NORTHWEST# # # # OF OF # 67 ffET WEST OF NS S FEET PLANNING n ENGINEERING SURVEYING 4 , .#, POLE NO.d 5 FOOTOF #' PADDLE, , J- 114 Three Hughes - Irvine, CA 92618 PH: (949) 583-1010 FX: (949) 583-0759 INCH STANDA?D WSC At UMINUM DISK, SET f LUSH, IN TOP OF A 10 FEET NO. 24068 AIN H"ALL, 0.6 FOOT SOUTH OF THE NORM END. 51/0 __JONG DR Exp. 12/22 5 .. , `` 68DATUM: N�VD 88 } • y. SCALE: �. 0671AS SHOWN lir.JGLfS ! �; SHOWN SEE S h 11% 0 M, W, -W Z�v 1434. A��_Ua t let III 1#] 11 97, STI -43 CONSTRUCT DOWNDR41N PER DETAIL ON SHEET 3 IP— 1471.81 CONSTRUCT BENCHDRAIN PER DETAIL ON SHEET J CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 3 CONSTRUCT RIP RAP PER DETAIL ON SHEET 3 CONCRETE X—O" WIDE PCC TOE DITCH PER DETAIL ON SHEET .3 CONSTRUCT SPLASH WALL PER DETAIL ON SHEET 3 INSTALL .36-X36- CONC. DROP INLET PER R.C.FC.D. STD. DWG. CB 1 1D, CONSTRUCT INTERCEPTOR TO DOWNDRAIN CONC. TRANSITION APRON PER DETAIL ON SHE 3 CONSTRUCT CONCRETE COLLAR PER DETAIL ON SHEET 3 CONSTRUCT 36" CONC. STANDPIPE RISER PER DETAIL ON SHEET J INSTALL 24" NOS N 12 INSTALL 18" NOS N 12 1410- 13 CONSTRUCT STONE RIP RAP PER DETAIL ON SHEET 3 C4 VM Uj x SECTION"B—B-ty x g, V tit / e — 143 1444 35.5 N. TS . d �1 43 UNDERGROUND SERVICE ALERT ,yYpGO ColkToll FREE 1-800 227-2600 TWO WORKING DAYS BEFORE YOU DIG "CAUTION' :° - Remember that the LISA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible MARK BY DATE APPR. DATE for determining an acceptable solution or revising the plans for approval by REVISIONS the county. ENGINEER COUNTY COUNTY OF MERWE BUILDING AND SAFETY DEPARTMENT APKIOVM BY. DATE RECOMMENDED DATE 45^ a va%wALE. 1 40' GRAPHIC SCALE 0 20 40 80 04/28/05 BY: LL DATE OF THIS PLOT BENCHMARK* NGS NO. SR1 ELEV.: 1434.61 TRACT NO. 30069 2 I.P.N;O. 050034 SHEET NO. HUNSAKER & ASSOCIATE S MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES SOUIH ALONG WASHINGTON; I R V I N E I N C STREET f ROM TH INIERSEC77ON OF WASHINGTON STREET AND KELLER ROAD ' 16;' COUNTY OF RIVERSIDE 13 ffET WEST Of' THE CEfflERUNE OF WASHINGTON STREET, 67 ffET WEST OF J PLA NNING ENGINEERING SURVEYING 11 'POWSR POLE NO. 4059450E, 0.5 FOOT WEST OF REILECIOR ADD A J-114 ROUGH GRADING PLAN Three Hughes - Irvine, CA 92618 PH: (949) 583-1010 FX: (949) 583-0759 MW0SC ALUMINUM ISK, SET f LUSH, IN TOP OF A 10 ffET INCH ST40 D 11� AND NO. 24068 HLONG DRNN HEAD&LLu FOOT SOUTH OF THE NORTH END Exp. 12/31/05 PLAN SHEET OF SHTS. FPREPA BY: 24068♦ DATUM: NAVID 88 FOR �,OUNTY C • SCALE: 1 AS SHOWN AS SHOWN OWNER FILE NQ W Mu s DATE H: V: . ,_, _ • S E E, S H E E T P 1442.41 'y',11 / \4 ,,,.--....._,..._,✓ ,✓o ,,' rp• . ,� err./,. m v v Qs r r / 14 139A 6 , ♦♦ rr r, p'� a \ Cy r°' rrr ♦ rrr "�^` ".�, '°w, \ ' r��,° �`�/ �' t rr ! i r '."♦ .�' tv s` rrr .,. v _ ,g ':""��.. o r PORTION " "�-� s G� ° rr \\ ]t ' ,r i 145 20.57° DITC \ S 9.2 s G'f� P— 74 1458. w 0' .......,.,. :� .® :./ �'"9 _ i er ♦ m'. -."°w sy1 y 1 457 , r t 0. � J. � ♦`\+� G> � g� 458.7 Z'r / r'G"} �\rr .^a"�' r' JP -7482. TCf457.\ SK rF$' r i 457 ,7Q4 P— s� \\ 4�, "U r`' ` `1462./8 �"j i' r' ti1454, 413 VK 14 �; .4 f rrr ,\ C 47,.2 ° �. 0 00 TC P— 7 : " ' f /` r` r 14-9 . \♦ \` 1445.2 1446 ,.` ,♦ 7 i d TC P... -~ ti rr ' tv c'c5 rr rr ° Rte T v i r` r` / y r` � T W _ ' 1456. n P ri„ r t o , NGS NO. « 1 ELEV.: 1434.61 TRACTt !!«g ! HUNSAKER & ASSOCIATIES, 460. 2 AND KELLER ROAD, 16 4A COUNTY OF RIVEA80E� CEffffifiLINE OF 7 STREET,f PLANNING ENGINEERING SURVEYING POff NO. 4059450E, 0.5 FOOT WEST OF REf LEC70R PADOL& A J- 114 Three Hughes Irvine, CA 92618 PH- (949) 583-1010 FX: (949) 583-0759 MCH STANDARD WSC ALUMINUM DISK, SET FLUSH, IN 70P OF A 10 fEET 24068 r��fi' / r ♦\ \ L N Si \t♦ �� `,�� COUNTY !2—U ,.9 24068 r` 7rrr / `,°• ' CONSTRUCT DO DRAIN PER DETAIL ON SHEET 3 SCALE: / / ,r'/• , \ ♦ 2 CONSTRUCT BENCHDRAIN PER DETAIL ON SHEET 3 ♦\\ CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 3 r ♦♦# CONSTRUCT RIP RAP PER DETAIL ON SHEET 3 — 7 455.8 ^4. ' �,%r/~,♦'\\� CONCRETE 3'—O' WIDE PCC TOE DITCH PER DETAIL ON SHEET 3 ,` °♦, • CONSTRUCT SPLASH WALL PER DETAIL ON SHEET 3 ti rr � INSTALL 36"X36" CONC. DROP INLET PER R.C.E:C.D. STD. DWG. CB 110 CONSTRUCT INTERCEPTOR TO DOWNDRAIN CONC. TRANSITION APRON PER DETAIL ON SHT. 3 • '' °' / CONSTRUCT CONCRETE COLLAR PER DETAIL ON SHEET 3 45 450. CONSTRUCT 36" CONC. STANDPIPE RISER PER DETAIL ON SHEET 3 TC INSTALL 24" NDS N 12 � ®1451.7.• INSTALL 18" NDS N 12 ♦��� °`aoCONSTRUCT STONE RIP RAP PER DETAIL ON SHEET 3 r PP m i #0 RG , 'fir"'" � ♦ � . d � � �t r RG+ + •� •r! 1 ®. I 430.;.. IP— Y a GRADIr n ? r e 1 i v € \.r r r \-,/ o\ € \—/ /-- \-,/ € 11—� v € 1 , 9 .S 14 ORT TRTi BRUSH UNDERGROUND SERVICE ALER■ ��if� B�. �� 1 - � U C } \ 11�.:.� ? ! 7 _ _ w 1 inch = 40 ft W Call. Toll FREE, 1-800 2-27-2600 TWO WORKING DAYS BEFORE YOU DIG "CAUTION'. Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will WORK CONTAINED WITHIN THESE PLANS SHAD NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible MARK BY DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER COUNTY OF: MERIM BULDNG AND SAFETY DEPARTWNT PPMVM By - DATE RECOMMENDED DATE 1419.4 x • NGS NO. « 1 ELEV.: 1434.61 TRACTt !!«g ! HUNSAKER & ASSOCIATIES, 2J MILES NORTHWEST OF rUTH ALONG WASHNGTON AND KELLER ROAD, 16 4A COUNTY OF RIVEA80E� CEffffifiLINE OF 7 STREET,f PLANNING ENGINEERING SURVEYING POff NO. 4059450E, 0.5 FOOT WEST OF REf LEC70R PADOL& A J- 114 Three Hughes Irvine, CA 92618 PH- (949) 583-1010 FX: (949) 583-0759 MCH STANDARD WSC ALUMINUM DISK, SET FLUSH, IN 70P OF A 10 fEET 24068 +s a M "WALL,0.6 FOOT S"OF e° Exp. 12/31/05 COUNTY !2—U ,.9 24068 DATUM: NAVDI 88 ' / ►� '" SCALE: i AS SHOW I TRACTt !!«g ! 050034 i • 14 4A COUNTY OF RIVEA80E� ROUGH GRADING , +s PLAN SHEET i OF COUNTY !2—U ,.9 i SE E T ,�,�� �,,.. '-~:-_M_...__ v ; '" e --- °v ••s+•,v ____,.. 't fir--r�s�c.��,. i /S------�> :� ��.,., j _ _ -,• N;..._ _ ,,..__ ,_ __._.,.._..._ u,., rye, ,. " t 11 10 2.070 g'i, Ir _.. . �`� / x462.9 %' , P�_146Q, _.!._ �4�'6 ° a. .._ 1448.4 T�---.. � -�'4,_ w� o� w� 1' � s A �.. —fTu ,_ ,rr .. r 45. - �;, c� 4 -_� / � '__-sem ,--,_ wry 50'��' � Q y, / f ,,.... 9.60 ` .�. +b ''. 1448 '`'�'G / `� f — :«/ .` _.._ yZ, T \ 1460.3 ! ,� ,, /t _ , ® �� !1 f STORM DRAIN 0 'f -„ _ _ w \ � •°-,_« '_-,__._ p TC / ,� " ` -_.-. __ �I PER S.D. tMP: `"�L4NS ,��` D SCHOOL -11-1—__ -w � - d.�� � � CAM N1 448.51-. -_ r"w.`�'�R l�LT1�I�TE �-� UGH GR�RDII�G r _ „ I 2 - r 0 ` �._ � 40 eti " 01 143 - 4` �` '` `, TC {f' � obi -,. � � `� �T6'f. `•,, -, r. _ .-„_,. 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'``'•\''"^ +. •+, ".. +rte• .. .... w U,” '. « ��o f q 40• 2 ...- w , ,, .."i-- _ �. � � J ...,,.-�;,.,..,, � X14 1 .. - _ M _j a '` ``C , G® P 1436.ul g` '" ry` It`._� >.. 1440? p ' ----- --- — 4 `"+'" ',� \ 1 q 2 , . .0:)v a `; Q .o __.....__ ... 17 —X438.9 \ a r._ _ _.. 0 06 � .- -, r- _ _ \`spy �_ j4,3�r a. - �, o,• 73 1yY .r p. .. ,„ ,~�``""`�. .,,,,,. ,_ rr �'~-- -- ._,.1_ �`� — _—__ __...®....:,—_ I • 'l Pi 6 171 x38: g3 _ / "` ON v 717A 74 105.11 -^. '� ° .-.___ �••-- -_ _,.___. 0' , f, I » �. --- } � F.:, ._._,_v ,"�^-c..,, �' _,_----_._. .._,. _. .._ ,.,,... _.,..._. _ _,_,�r'"�- `"'`° „.w«.. ,m.,="'°.«+n ,-^�'13 ,CG �, '•1 _.,._,. ,.,.w,.... p� 'l N GJ � , "-'x---°-14 - + M1-. °y., ; Uj i s.� 00 M Me ix Q 1430.0 RG _ —._ ...64s—._ vs+�� m. _ — r -a:., ., RG _., �_ -, 1 �G N Q !i 'w _., _.._ 14 3 _ ,� l 3x6 �```' ,."`� ~ _' -�i i 7 1435.0 Rc ( 1 Li `' ... W 142:} R6 ` —_ _ 1430.0 RG .. 7:19 CR ,,.� 5.Q - v^ _77 =---� v, - INSTALL 11.0 L. F i F'-" #S r _ ~«•.,,, tit w _.._ 1 N 12 0 S= 0200 SKY1/lW OUTLET -" ,�. .e ,_ PLANS �• _ 1. , _..• _ _ � TO BE TED) _ +_ 1 430 0 t _ _e -._. EXIST. RfW � _ RO ` CONC. SPILLWAY EXIST. R W �7 ,.,, .o" _, l ,,., ,, —+. _ ,,. — tl £ ! i ...,, ...,_ t _ LIMITS OF -GRADING PERh�IT --`�-,,, M1 �� GONC. DROP INLET ( - 142x. - + __- _ - -__�� __- ___ & DISTURBS i ___, __- _ _ ___� __ t ? 0 INV, 18" NDS N 12 _ 1 is c. ______— .� ..... �.,....r..._.� :::w :4 = �. , i TR ��76 �- v I F A 9Q 1 W w _ —� AP N, AP 46 3 ,.«---....w...._.,, .. � ;i I �`�} i'� (vlyl { v. - - v I {I a iTR� D ; ; -«.., _,« PER S.D. IMP. PLAN _ A P 6 �. �'«- IONEo r''� f -'OUT�`E�' -w -_w M1 , , EXIST. CHARLOIS DRIVE RIX j 177 .2 'ZO r - ..^PER t lS. N�% 7676,142194 t � \ _ .J ✓ f• 4 �\ _,_,.. _^„_.. -.., _„ .... ......... ....... _,...... AND TR--NO.---7677, m•B 1 72-7,3 ^-' ,E��y_,_. M.B.11.8. 76 77 _ —_..... ^_ i I z t CONNOTES: CONSTRUCT DOWNDRAIN PER DETAIL ON SHEET 3 I 4 CONSTRUCT BENCHDRAIN PER DETAIL ON SHEET 3 Ilii �( CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 3 CONSTRUCT RIP RAP PER DETAIL ON SHEET 3 1 -_w CONCRETE 3>—O” WIDE PCC TOE DITCH PER DETAIL ON SHEET 3 CONSTRUCT SPLASH WALL PER DETAIL ON SHEET 3 I i "` i � ,. I LFII i',S �� �oII�G INSTALL 36 X36� CONC. DROP INLET PER R.C.F.C.D. STD. DWG. CB 110 PERMIT & C7/STt1R8A NC CONSTRUCT INTERCEPTOR TO DOWNDRAIN CONC. TRANSITION APRON PER DETAIL ON SHT. 3 i CONSTRUCT CONCRETE COLLAR PER DETAIL ON SHEET 3 10 CONSTRUCT .36" CONC. STANDPIPE RISER PER DETAIL ON SHEET 3 INSTALL 24" NDS N 12 r INSTALL 18" NDS N 12 '� ( ^.LOW UNDERGROUND SERVICE ALERT CONSTRUCT STONE RIP RAP PER DETAIL ON SHEET 3 � i i � SEE SHEET 2 CD Calf: Toll FREE ' _4 i I— UU 227-2600 TWO WORKING DAYS BEFORE YOU DIG "CAUTION": Remember that the USA Center notifies only those utilities beton in to 10/03/05 DATE OF PLOT OWN j �. -:- , ! . j 'A A T C N L I N E _ center.couldbe other present at the work site. The center will• TRACT NO. 30069-2 I.P.NO. 050034 SHEET NO. NOTE: COUNTY OF • s i i ..r I k 16 Y • t a a a / / i r r SIREEI s/ ,s i t _r WORK CONTAINED WITHIN THESE PLANS BULDIM AND SAFEFTY DEPARTWNT KLLLLK COUNTY OF RWERSIDE SHALL' ffET WEST r r r 15 . BY - ENCROACHMENT ®` APLANNING ENGINEERING SURVEYING :rr... r. 4059450E,POWERr rr r r• P4rr ROUGH i GRADING PLAN INCH tA•r WSC ALUMINUMThree Hughes Irvine, CA 92618 PH:(949)583-1010 FX:(949)583-07 GRADING PERMIT HAS BEEN ISSUED. j 1ONG . ► Os r r ITET .NORTH r NO. . '• 21 r rrtresponsiblerr / i Or ` private r• PLAN �.. countyand acceptabili� of the design hereon, In the event of discrepancies ansing after DATE PREPAR R.C.E. NO 24068 1 DATUM: NAVD 88 !FOR: COUNTY approval or during construction,private r r be:*onsible 7 .64- SCALE: FILE U N for determining an acceptable s8. F or revising plans d approval by REVISIONS :. g 8NERAS SHOWN V: AS SHOWNRECOMMENDED DATE H:the coun�. F:\0028\Engi SA_.Phase2\Grd_Rough\SHT15.dwg E S H E E T kN 0•1 10 ------------ .0 N — - — ------ --- 1445 SEE MIQ SCHtJOL--- LTIMATE PA GRADING ARKING UNDER —1440 N X .0 . ... ........... . ........ 4!- 4- A-0 \ \Ikk I NT ETENTI PRI CONS, Rut", Uj X G .0 II 1 ui 10 36 I r -4 elf &LA, U 42 0 YL jj - - - - - - 0 0 14460 ---- ---- ------------- ---------- Uj------ -------- ----- (A ------------ ---------- ---- ---- 9 —7 ----rn L J, 7 00 6- Ilk If 8 1.607* 13 8,4 5 530 23, 19.6 7 ---------- ------ 2 14 15 P- tK - - - - - - - V 0-0 RG— -------- - ---- APN -390-0 1 11 804 ONE P j 64865.12 APN 467--\390-0'2 A�� 46?---- 90-017 )'06919.24 M.B., 122/7 -77 LIMITS OF (TRA NG PERMI 423.94 ZONE -S N DISTUR ANC O NE -SP\ U 'KG Nl� P.V1 LERT\", NDE ROU SE C) Call: Toll'TREE k X27 2600 If 'I CONSMUMON NOTES: CONSTRUCT DOWNDRAIN PER DETAIL ON SHEET 3 4 CONSTRUCT BENCHDRAIN PER DETAIL ON SHEET 3 ) CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 3 CONSTRUCT RIP RAP PER DETAIL ON SHEET 3 CONCRETE X–O" WIDE PCC TOE DITCH PER DETAIL ON SHEET 3 CONSTRUCT SPLASH WALL PER DETAIL ON SHEET 3 INSTALL 36"X36" CONC. DROP INLET PER R.C.F.C.D. STD. DWG. CB 110 7-J CONSTRUCT INTERCEPTOR TO DOWNDRAIN CONC. TRANSITION 9,9kpi APRON PER DETAIL ON SHT 3 CONSTRUCT CONCRETE COLLAR PER DETAIL ON SHEET J 10 CONSTRUCT 36" CONC. STANDPIPE RISER PER DETAIL ON SHEET J L ITS OF G DING PER7T 611 INSTALL 24" NDS N 12 & DISTUR ANCE INSTALL 18"NDS N 12 CONSTRUCT STONE RIP RAP PER DETAIL ON SHEET 3 WAS GTON TREET GRDING F PER S PPARA ARA PERMIT , X% 71 X90 L —7— 801 1648 08 34 0r8 62 1 .67 4- 01 TWO WORKING DAYS BEFORE YOU DIG "CAUTION". - Remember that the USA Center notifies only those utilities belonging to the center, There could be other utilities present at the work site. The center will M . SHEET NO•. SEAL -COUNTY NOTE: COUWY OF, RfVr=RSbEEST SEAL -ENGINEER HUNSAKER & ASSOCIATES BENCHMARK: NGS NO. SR1 ELEV.: 1434.61 2-3MILES NORTH W OF LAKE SKINNER, 1.2 MILES SOUTH ALONG WASHINGTON WORK CONTAINED WITHIN THESE PLANS BUILDING AND SAFETY DEPARTMENT —fES 21 STREET fROM TH INTERSECTION OF WASHINGTON STREET AND KELLER ROAD, 16 SHALL NOT COMMENCE UNTIL AN 109 &N S / V),. 1 R V I N E I N C FEET ET WEST OF THE CENTERLINE OF WASHINGTON STREET, 67 FEET WEST OF ENCROACHMENT PERMIT AND/OR A APPROVED BY- PLANNING ENGINEERING SURVEYING POWER POLE NO. 4059450E, 0.5 FOOT WEST OF REFLECTOR PADDLE, A 3--114 GRADING PERMIT HAS BEEN ISSUED, Three Hughes - Irvine, CA 92618 PH: (949) 583-1010 FX: (949) 583-0759 INCH STANDARD MWDSC ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FEET '3 NO. 24068 LONG DRAIN HEADWALL, 0.6 FOOT SOUTH OF THE NORTH END. The private engineer signing these plans is responsible for assuring the accuracy Uj cr Exp. 12/31/05 and acceptability of the design hereon. In the event of discrepancies arising after I L. L. 719105 REVISED PAD LOT 55 AND GRADES AT GINGER TREE DATE P R.C.E. NO. 24068 DATUM: NAVD 88 county approval or during construction, the private engineer sholl be responsible MARK APPR. DATE I C/V I FOR: SCALE: for determining an acceptable solution or revising the plans for approval by REVISIONS J� CA 1� .A ' 0 C--- OWNER AS SHOWN AS SHOWN the county. ENGINEER COUNTY RECOMMENDED DATE tUG6S !rNYDER-*' DATE I H: V: — of M SCALE: I - 4W ( IN FM ) I inch = 40 fL N 11M 9 1 10/03/05 BY: LL DATE OF' THIS PLOT COUNTY OF RIVERSIDE ROUGH GRADING PLAN PLAN SHEET IN114-0-Rd Grd—Rough\SHT1 6 1 dwg M . SHEET NO•. 16 21 OF SHTS. Grd—Rough\SHT1 6 1 dwg EROSION CONTROL GENERAL NOTES HOME (858) 481-8500 1. IN CASEOF EMERGENCY, CALL DALE GLEE (BROOKFIELD HOMES) AT OFFICE ('858) 481-8500 2. THE UNDERSIGNED CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL 0L WORK AND INSURE THAT WORK IS IN ACCORDANCE WITH APPROVED PLANS. DOUGLAS G. SNYDER R.C.E. NO. 24068 DATE 3. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. NECESSARY MATERIAL SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS IMMINENT. 4. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE BUILDING OFFICIAL. 5. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE—DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT 6. AFTER A'` RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING BASINS AND THE BASINS PUMPED DRY. ANY GRADED SLOPE, SURFACE OR PROTECTION DEVICE DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. 7. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. DRAINAGE TO BE DIRECTED TOWARD DESILTING FACILITIES. 8. THE PERMITTEE AND CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. 9. THIS PLAN IS TO BE USED FOR THE LOCATION AND CONSTRUCTION OF THE TEMPORARY EROSION CONTROL STRUCTURES AND DEVICES ONLY. DO NOT USE THIS PLAN AS A SITE GRADING PLAN OR FOR THE CONSTRUCTION OF ANY PERMANENT IMPROVEMENTS. UNDERGROUND SERVICE ALERT ��q Y o`er Call:Toll FREE 1—boa 227-2600 TWO WORKING DAYS BEFORE YOU DIG "CAUTION": Remember that the USA Center notifies only those utilities belonging to the center. There could be other utilities present at the work site. The center will NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer sighing these plans is responsible for assuring the accuracy and acceptability of the design hereon. In the event of discrepancies arising after county approval or during construction, the private engineer shall be responsible MARK BY DATE for determining an acceptable solution or revising the plans for approval by the county. ENGINEER I 100' MAX (SEE NOTE"?) 8' MINI SANDBAGS SPACING FOR VEHICLE ACCESS PER DETAIL "E DIRECTION OF0075% I ® STREET FLOW W-- ROADBED WED OF I DTH L'U 91 �j 115 <c VSANDBAGSx C5 DETAIL "Brj I I 8' MIN I I 1 X I STREET SANDBAG DETAIL NOT TO SCALE R� NOTES.- 1. OTES.1. GRAVEL BAGS ARE ENCOURAGED OVER THE USE OF SAND�AAGS AND MAY BE REQUIRED IN AREAS WHICH ARE PARTICULARLY SENSITIVE TO SEDIMENT DEPOSITION. 2 REQUIREMENTS FOR AND SPACING OF VELOCITY REDUCERS FOR STREETS WITH GRADES OF LESS THAT 4$ SHALL BE AS SHOWN ON THE APPROVED EROSION CONTROL PLAN. 3, THIS STANDARD DETAIL SHALL BE USED AS SHOWN ON INE APPROVED EROSION CONTROL PLAN. SPACING OF ROWS OF SANDBAGS SLOPE, OF AMR PAYED SnREET VED 9M99T_ 10% OR MORE 25' 25' 3 ,BOURSES 9.9% TO s% 75' 1' HIGH 1 1N. 50; J (1s HIGH MiN) 5.9.E TO 4% 100' (2 BAGS 100'] 1(a 9AGSr 3.9% OF LESS 100' 100' R II}=III-=III-1I1= III=III=111=111= 71YR SECINN Trmoe ELEVATA N P -SANDBAG VELOCITY REDUCER DETAIL NOT TO SCALE I 18" TYP SECTION *D =-0D* 'If CHECKDAM DETAIL C NOT TO SCALE GRAVEL BAG BERM j*a EXCAVATED ROADBED CURB EA7RADOUBLE ROW GRAVEL BAGS N OF (4' HIGH) LOW PLAN VIEW N. T. S. EXTRA ROWS OF GRAVEL BAGS AT THE RAMP 3/4"-1" ROCK BERM AT 15.E MAX 1'-6' MIN. .SEE DETAIL QW I[=ca=1= I SECTION 'A—A NOTE. N.T.S. IN AREAS WHICH ARE PARTICULARLY SENSITIVE TO SEDIMENT DEPOSITION. ILTING &SW VEHICU ACCESS RAMP MAIL D NOT TO SCALE GRAVEL BAGS ARE ENCOURAGED OVER THE USE OF SANDBAGS AND MAY BE REQUIRED DATE REVISIONS APPR. DATE COUNTY RECOMMENDED DATE E) 50.00' MIN 8" MIN. onon0-b 00 nCD;0;0;0;S;6p00nnn CD 0,0.0,0.0-0.02 O nppp pnnO O '0_0-0,0-0_0_ EXISTING GROUND 314 "-1 " ROCK PROVIDE APPROPRIATE TRANSITION BETWEEN STALIZED PROFILE ANDBIPUBL C RIGHT—OF—WAY —OFT WAY ENTRANCE ( 50.00' MIN 1 PLAN STABILIZED CONSTRUCTION ENTRANCE f M ....BAGS SIDEr i►i�7 ��� �' r � 41it5�rE� 1tLt�P 4g s' JGHT OF DAM SHOULDI ROW OF SANDBAGS 3 BAGS HIGH. SIL T CHECK DAM NOT TO SCALE TWO ROWS OF SANDBAGS ONE ROW OF SANDE AGS THREE BAGS HIGH TWO BAGS HIGH T E —SLOPE 5. _ LOPE CURB FACE 1O0' ONE ROW OF SANDBAGS TWO BAGS HIGH TOE OF SLOPE PROTECTION DE+TAI�L / NOT TO SCALE V1 Ij INSTALLINSTALL SANDBAG VELOCITY REDUCER PER DETAIL HEREON INSTALL A SINGLE ROW OF SANDBAGS AS SHOWN X R DETAIL INSTALLDESILTING BASIN VEHICLE ACCESS RAMP PER j (E) CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL HEREON CONSTRUCT DRAIN PIPE & RISER PER DETAIL HEREON 4! CONSTRUCT DAMPER DETAIL CONSTRUCT TOE OF SLOPE PROTECTION PER DETAIL HEREON, r - *1 _NGS NO. SR1 ELEV.: 1434.61 1.5' MIN. �XI SHEET NO. X RX 0R X 4_4N. ______._ 30" CMP i1 ' IN. 112"x 12' (MAX.) SLOT OR V2" TO 4 REBAR 3" GUNIIE 6*x 6 = C441LO DIST GER D i0 =i2 ON O. ,. W 1.4 / W 1.4 WWW WELDED ( ' 18" C.M.P 0 6" MON. TO 12' MAX. srn. C.S.P. _ 6— J POLE NO. 4059450E, 0.5 FOOTOF O° REDt rffET FLOW I I TEE f / 8' MIN.(TYP) 112' x 2" STEEL STRAP WITH 3f8' BOLT y SET TEE SECTION IN WET i CONCRETE FOOTING do TROWEL INSIDE TO DRAG C.M.P. RISER AND OUTLET TO BE CONSTRUCTED ONLY IF CATCH BASIN HAS NOT YET BEEN ANCHOR BLOCK MIN. 5 SACKfC.Y OR METHOD APPRt?YED BY BUILDING OFFICIAL BY BUILDING CONSTRUCTED. DRAIN PIPE & RISER DRAIN PIPE & RISER NOT TO SCALE NOT TO SCALE-� ....BAGS SIDEr i►i�7 ��� �' r � 41it5�rE� 1tLt�P 4g s' JGHT OF DAM SHOULDI ROW OF SANDBAGS 3 BAGS HIGH. SIL T CHECK DAM NOT TO SCALE TWO ROWS OF SANDBAGS ONE ROW OF SANDE AGS THREE BAGS HIGH TWO BAGS HIGH T E —SLOPE 5. _ LOPE CURB FACE 1O0' ONE ROW OF SANDBAGS TWO BAGS HIGH TOE OF SLOPE PROTECTION DE+TAI�L / NOT TO SCALE V1 Ij INSTALLINSTALL SANDBAG VELOCITY REDUCER PER DETAIL HEREON INSTALL A SINGLE ROW OF SANDBAGS AS SHOWN X R DETAIL INSTALLDESILTING BASIN VEHICLE ACCESS RAMP PER j (E) CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL HEREON CONSTRUCT DRAIN PIPE & RISER PER DETAIL HEREON 4! CONSTRUCT DAMPER DETAIL CONSTRUCT TOE OF SLOPE PROTECTION PER DETAIL HEREON, r - _NGS NO. SR1 ELEV.: 1434.61 SHEET NO. X RX 0R X 1 ♦ , F KE f • ,. , ♦ i1 R WASHINGTON I. 1. k READ, J. J ROM O. ,. ;.EET SN), l�FEET WEST �. , !. f , R/.F THE CE WEST ,y • "• ENGINEERINGNS PLANNING SUR J POLE NO. 4059450E, 0.5 FOOTOF O° REDt rffET D#WDSCALUNINUMM +. Exp. 0 r .. .. i. 06 X DATUM:44 �6, s. • ` NER X... H: —AS SHOWN V: AS SHOWN 11 11 LEGEIND TRACT BOUNDARY / LIMITS OF DISTURBED AREA --- --- — WATERSHED BOUNDARY PROP. STORM DRAIN & FLOW DIRECTION >- EXISTING STORM DRAIN & FLOW DIRECTION Q, Z ® CATCH BASIN U DESILTING BASIN COUNTY S RIVERSIDE ROUGH GRADING PLAN EROSION CONTROL TITLE SHEE •A '1 grd-rough\SHT17.dwg SHEET NO. 17 i1 a O. ,. ® • "• grd-rough\SHT17.dwg I I �-Wm4j�aj I 120 x 44Z x tz x x RT. I Ej w N I N I j'ijj;j11111 N CONSTRUCRON NOTES: + + (Z) INSTALL SANDBAG VELOCITY REDUCER PER DETAIL SHT. 17 rP INSTALL A SINGLE DntAl OF cAmr-iDAI-IC' A INSTALL CHECKDAM PER DETAIL SHT 17 @ INSTALL STREET DESILTING BASIN VEHICLE ACCESS RAMP PER DET. SHT, 17 CONSTRUCT STABILIZED CONSTRUCTION ENTRANCE PER DETAIL SHT. 17 CONSTRUCT DRAIN PIPE & RISER PER DETAIL SHT. 17 CONSTRUCT SILT CHECK DAM PER DETAIL, SHT. 17 @CONSTRUCT TOE OF SLOPE PROTECTION PER DETAIL SHT. 17 UNDERGROUND SERVICE ALERT Lrfi�TS IT 7'e' M100 �V#Am ---- — - NRE - Call: Toll FREE 1.2 — — ISTU —PER... 1-800 227-2600 TWO WORKING DAYS BEFORE, YOU DIG "CAUTION' Remember that the USA Center notifies only those LITHITIeS belonging to the center. There could be other utilities present at the work site. The center will NOTE: WORK CONTAINED WITHIN THESE PLANS SHALL NOT COMMENCE UNTIL AN ENCROACHMENT PERMIT AND/OR A GRADING PERMIT HAS BEEN ISSUED. The private engineer signing these plans is responsible for assuring the accuracy, and acceptability of the design hereon. In the event of. discrepancies arising after county approval or during construction, the private engineer shall be responsible for determining an acceptable solution or revising the plans for approval by MARK BY DATE the county. ENGINEER BY: LL DATE OF THIS PLOT 151111 10� SEAL -COUNTY COUNT OF FNVEFODE BUILDING AND SAFETY DEPARTMENT APMVED BY - DATE REVISIONS APPR. DATE COUNTY RECOMMENDED DATE �i / 1-L 14-M-9- INV. is NDS N 12 '4 1 14M3 -—TR. 7676 X z X 4 N 0� k k f x �, >< BRU$H BENCHMARK NGS NO. SR1 ELEV: 1434.6 -A TRACT NO. 30069-2 I.P.NO. • HUNSAKER & ASSOCIATES[ 2.J MILES NORTHWEST OF LAKE SKINNER, 1.2 MILES §O ALONG WASHINGTON! IMERSECTION OF WASHINGTON SNEU AND KELLER RX, 16 COUNTY OF RNERSME I R ISIREET FROM TH 19 I S S__ _N FEET WEST OF THE CENTERUNE OF WASHINGTON SNEET 67 FEET WEST OF PLANNING ENGINEERING SURVEYING, POWER POLE NO, 4059450E, 0. 5 FOOT WEST OF ffiffCTOR PADDLE, A J— Vf RO" GWING PLAN k Three Hughes Irvine, CA 92618 PH: (949) 583-1010 FX: (949) 583 -0759 UNCH STA0,Dl MWQSC ALUMINUM DISK, SET FLUSH, IN TOP OF A 10 FSET NO. 24068 LONG DRNN HEADWALL, 1./i` SOUTH OF ME N17H END. EROSION CONTROL PLAN SHEET 21 Exp. 12/31/05 OF PREPAR 2406•8 DATUM: NAVD 88 FOR: COUNTY civik- 41 SCALE: OWNER AS SHOWN AS SHOWN FILE tq fbU�§ S4YDtR DATE H: V: 8