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HomeMy WebLinkAbout554 c;L L L a- 0�4 TE sl L r L C C AI 17 04' 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CITY OF LAKE ELS!.NORE ORD;NANCES NO.807 AND 582 AND A ON NEWP'6" C N� 'RDS AND SPECIFICATIONS CANYON I APPLICABLE STANDA AND THE LATEST EDITION OF THE UBC, CHAPTER 70. k_ HILLS 4R L L �-L L II L U NEWPORT RD 2. A PERMIT SHALL BE OBTAINED FROM THE ENGINEERING DEPARTMENT, CITY OF LAKE ELSINORE, PRIOR TO ANY OPERATION. R �1)5 CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES AND D 3. THE DEVELOPER AND/OR THE -800-422-4133) 0: D 48 HOURS PRIOR TO GRAD:,,G. USA ALERT(I RD, L -IL L Z_ m 4. THE CONTRACTOR SHALL NOTIFY THE CITY EN,^N_ER. ,^DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF BEGINNING GRADING OPERATIONS. V RD SCOTT RD I OTTO W 5. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS APPROVED BY THE CITY ENGINEER. OTTONWOOD BUNNY z CNN. CYN. RD 6. CUT SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL, E SHO�1,74.UNLESS OTHERWISE APPROVED,AND SHALL B SNEEI 13 S: CLINTON KEITH RD 7. FILL SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO I VERTICAL, UNLESS OTHERWISE APPROVED,AND SHALL BE SHOI,1,74 BASIN E LESS THAN 90%RELATIVE COMPACTION OUT TO THE FINISHED SURFACE.ON THE PLAN,AND SHALL NOT HAVE I - I / I 8 FILLS SHALL 13E COMPACTED THROUGHOUT TO 90%DENSITY AS DETERIXINED 13Y THE MODIFIED THREE-LAYER ASTM D-1557-70 0 TEST METHOD. OA 9. FILL AREAS SHALL BE CLEANED OF ALL VEGETATION AND DEBRIS, SCARIFIED,A14D INSPECTED BY THE GRADING INSPECTOR AND APPROVED SOILS TESTING AGENCY PRIOR TO THE PLACING OF FILL. 190 151 t9z CANYON HILLS R04n 6 7 00 10. ALL FILL MATERIAL SHALL BE CLEAN EARTH. NO FILL SHALL BE PLACED UNTIL PREPARATION OF GROUND IS APPROVED 197 10 BY THE SOILS ENGINEER. fE ER D _4 T�, Q _ajLAS EROS.IIAP_PG.23.CR;D D4. 11. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 112 INCH PER FOOT FOR A MINIMUMla7 Nop LANEy3 12 ti OF FEET, THEN I%(MINIMUM) TO FLOW LINE OF EARTH SCALE. EXIST. us AITY MAP 111 100 74 NOT TO SCALE 12. MINMUV BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE I%IF CUT OR FILL SLOPE IS LESS THAN 10 FEET,AND 2%IF MIDDLE149 `h I!CUT OR FILL IS GREATER THAN 10 FEET. DRAINAGE STALES SHALL BE A MINIMUM OF 0.5 FOOT DEEP AND CONSTRUCTED A SCHOOL 15 MINIMUM OF 2 FEET FROM THE TOP OF CUT OR FILL SLOPES. 130 12 7 75 184 w m 87 PA 13. PROVDE 5-FOOT-WIDE BY 1-FOOT HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5 FEET HIGH. Ie 72 14DE 14. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100-YEAR STORM FLOWS,ALONG THE TOP OF CUT SLOPES. 132 123 15. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATERCOURSES SHALL BE PERMITTED. I 101 w 133 l 7E es z E 90 16. A SOILS ENGINEER SHALL BE RETAINED BY THE DEVELOPER, TO SUPERVISE GRADING AND PRODUCE A FINAL SOILS REPORT _18_0 154 CURB AND GUTTER PAD ELEVATION w w WHICH INCLUDES FOUNDATION REOUREMENTS AND EXPANISWE CHARACTERISTICS OF THE SOIL. - 0 w a: 7_79 155 0 o. w 34 0: 63 0 PROPERTY LINE PROPOSED SPOT ELEVATION w WA_ 17. GRADING CERTIFICATION BY THE DEVELOPER'S CIViL Et;.^;,,'-rER AND A FINAL COMPACTION REPORT BY A SOILS ENGINEER m EO a LOT LINE jr, na 3: z SHALL BE SUBMITTED TO THE BUILDING AND ENGINEERING DEPARTMENTS PRIOR TO ISSUANCE OF BUILDING PERMITS, SUGARBUSI 81 82 :N TOP EXIST. ELEVATION I LANE _Tj _Tj PROPOSED SLOPE 18. THE SOILS ENGINEERING INVESTIGATION PREPARED BY"PACIFIC SOILS'AND THE ENGINEERING GEOLOGIC &k7 - IF INVESTIGATION DATED 212212002 SHALL BE CONSIDERED A PART OF THIS GRADING PLAN,AND SHALL BE 172 1711170 169 168 167 1 COTTAGE GLEN DRIVE RIPRAP �R TOE 43 COMPLIED WITH. 52 6 59 605 - FINISHED CONTOUR SUBDRAIN TRACT BASINJI: 19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBIJIT CERTIFICATION OF BUILDING 17� PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION(WITH RESPECT TO MEAN SEA LEVEL) -PLAN BVC BEGIN VERTICAL CURVE -P LIMITS OF PAD SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS GB GRADE BREAK _SJ INTERCEPTOR DRAIN FL FLOW LINE THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. Q_-35CFS REQUIRE z)i-i=I. MY UkllITS_/ SHEET 1 C� - 20. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINSTED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY F CUT FILL LINE FS FINISH SURFACE L_j PER SD N 11R�l - CONSTRUCTiONIGRADiNIG. T111T 1 92.30492-3 _TP.ACT 30492,30492-3 INV INVERT SHADED SLOPE TO BE LP LOW POINT is 21. STA-PlITY CALCULATIONS MTH A FACTOR OF AT LEAST 1.5 SHALL BE SUEXITED BY A SIEVES ENGINEER TO THE BUILDING MAINTAINED BY HOA PI POINT INTERSECTION I LOT NUMBER TC TOP CURB AND ENG;,NEERI,',G DEPART1.1-ENTS FOR CUT AND FILL SLOPES OVER 30 FEET IN HEIGHT. TYP TYPICAL 22. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1 FOOT. 23. IF STEEP SLOPiNG TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED,KEYED,AND BENCHED INTO mosimi rmapmr mams: SCALE: 1"=200' THE BASIS OF BEARINGS FOR THIS SURVEY IS THE NAD 83, ZONE 6, FIRM NATURAL SOIL FOR FULL SUPPORT.PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO GRID BEARING BETWEEN N.G.S. STATION "WILDOMAR"AND N.G.S. STATION PLACEMENT OF FILL MATERIAL. SLOPES GREATER THAN 5:1 ARE REQUIRED TO BE KEYED AND BENCHED. A. IN CASE ON EMERGENCY CALL DENNIS RJ SMITH AT(909) 739-0458- "METZ" I.E. N06*21'37"E THE COMBINED SCALE FACTOR AT CP 2015 pp (Responsible pe rson (24-hr. phone no.7 r 'r. Is 0.99,989774 AS SHOWN ON TRACT MAP 29568, M.B. 29911-5. 24. THE SOIL ENGINEER SHOULD INSPECT THE CONSTRUCTION IN THE FOLLOWING STAGES: GRID = GROUND x COMBINED SCALE FACTOR A UPON COMPLEITON OF CLEARING AND DURING EXCAVATION AND BEFORE BACKRLL OF ALLUVIAL, COLLUVIAL,AND B. THE UNDERSIGNED CIVIL ENGINEER WILL REVIEW Pi_ACEMENT OF EROSION CONTROL AND INSURE THAT WORK IS IN 1. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB TERRACED AREAS AND ANY SUBSTRUCTURES. ACCORDANCE WITH THE APPROVED PLANS. SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO B. DURING ALL ROUGH GRADING AND OPERATIONS INCLUDING PRECOMPAC77ON, BENCHING,AND FILLING OPERATIONS. r7blll-1 "ll'. NORMAL WORKING HOURS. THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER 29242 0313112007 C. DURING INSTALLATION OF BUTTRESS AND CANYON SUBDRAINS AND FILTER MATERIAL. re) S -1/-3 (RCE NO-) (Expiration Date) ELEVATION: 1400.873 AND ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH DATE: 1970 THE PERFORMANCE OF VORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE D. I4*Hjl ANY UNUSUAL GRADING CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION. C. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON. OCTOBER 5 RIVERSIDE COUNTY DESIGNATION: E-14-70 NEGLIGENCE OF THE OWNER OR ENGINEER 25. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WTH ROSEA ICE PLANT AT 12 INCHES ON CENTER, THROUGH APRIL 15. NECESSARY MATERIAL SHALL BE AVAILABLE ON SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO DESCRIPTION: 2.7 MlES NORTHEAST ALONG RAILROAD CANYON ROAD FROM THE INTERSECTION OF WHEN RAILROAD CANYON ROAD AND STATE HIGHWAY 71, 122.0 FEET NORTHWEST OF RAILROAD CANYON 2. ALL UNDERGROUND UTILITIES OR STRUCTURES, REPORTED OR FOUND ON PUBLIC RECORDS, OR ANOTHER APPROVED GR6UNDCOVER. SLOPES OVER 15 FEET IN VERTICAL HEIGHT, IN ADDITION FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES OR TO REPAIR ANY DAMAGED EROSION CONTROL MEASURES RAIN IS IMMINENT. ROAD. 6.0 FEET SOUTHNEST OF POWER POLE `1 1853732E, 1.0 FEET NORTHEAST OF A mlARKER ARE INDICATED WITH THEIR APPROXIMATE LOCATION AND EXTENT. THE OWNER, BY ACCEPTING TO GROUNDCOVER,SHALL BE PLANTED WITH APPROVED TREES,SHRUBS,OR CO.M&NATIONS THEREOF.SHRUBS SHALL BE I g ---0. I POST,A GRASS DISK SET IN THE TOP OF CONCRETE POST E-14-70. THESE PLANS OR PROCH NG WITH THE IMPROVEMENTS HEREON,AGREES TO ASSUME LIABILITY PLANTED AT 10 FEET ON CENTER; TREES,20 FEET ON CENTER,CO.M.SNATIONS,15 FEET ON CENTER.SLOPES OVER 3 FEET I A4D IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS VATH BACKFLOVI PREVENTION DEVICES PER D. EROSION CONTROL DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER. HOLD THE ENGINEER HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE OF UBC,CHAPTER 70. 1 UNDERGROUND UTILITIES OR, STRUCTURES NOT REPORTED OR INDICATED ON PUBLIC RECORDS,OR E. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY, 17HEN THE RAW CUT 239,000 CY THOSE CONSTRUCTED AT VARANCE VITH REPORTED OR RECORD LOCATIONS. THE CONTRACTOR IS 26. APPROVED PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT RAW FILL J44,900 CY FIVE-DAY RAIN PROBABILITY FORECAST EXCEEDS 40 PERCENT. REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES I SHOWN AND ANY OTHER FOUND AT THE SITE. IT SHALL BE THE CONTRACTOR'S RESPONSIBILFTY TO ADJOINING PROPERTIES DURING THE GRADING PROJECT. F. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK BERMS AND DESILTING BASINS. ANY NOTIFY THE O,VNERS OF ALL UTILITIES OR STRUCTURES CONCERNED BEFORE STARTING WORK. 27. APPROVED EROSION PREVENTIVE DEVICES SHALL BE PROVIDED AND MAINTAINED DURING THE RAINY SEASON GRADED SLOPE SURFACE PROTECTION MEASURES DAMAGED DURING A RAINSTORM SHALL ALSO BE IMMEDIATELY REPAIRED. snits rmTllrlrAT_. 3. THE ENGINEER PREP;.RING THESE AND SHALL BE IN PLACE AT THE END OF EACH DAYS WORK. PLANS WILL NOT BE RESPONSIBLE FOR, OR UABLE FOR 16HA VICES TO G. FILL SLOPES AT THE TRACT PERIMETER MUST DRA,N AWAY FROM THE TOP OF THE SLOPE AT THE CONCLUSION OF THESE GRADING PLANS HAVE BEEN REVIEWED BY THE UNdFR`ilG.�IED AND FOUND UNAUTHORIZED USES OF THESE PLANS. ALL CHANGES TO THESE PLANS MUST 28. ALL WORK SHALL CONFORM TO THE CITY AND STATE CONSTRUCTION SAFETY ORDERS. EACH WORKING DAY. TO BE IN CONFORMANCE WITH THE R M)VEt4DATION,$*,�4�� �-'?ECIFICATIONS EZ IN WRITING AND MUST BE APPROVED BY THE PREPARIER OF THESE PLANS. OUTLINED IN THE SOILS AND GEOLOGICAL RECONNAIvSS�4�,tzlk:-'PH,NNRT.,,PREPARED !,,ft ,, _ OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. H. THE CONTRACTOR SHALL BE RESPONSIBLE AND HAVE SIGNS POSTED ON THE SITE TO PREVENT PUBLIC TRESPASS INTO FOR THIS DEVELOP"ENT. _Al 4. QUANTITIES SHO744 HEREON ARE PROVIDED FOR BONDING PURPOSES ONLY. CONTRACTORS 29. THE LOCATION AND PROTECTION SHALL BE RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO BIDDING FOR CONSTRUCTION. AREAS WHERE WATER IS IMPOUNDED WHENEVER THE DEPTH EXCEEDS 2 FEET OR CREATES A HAZARDOUS CONDITION. 30. AN APPROVED SET 07 GRADNG PLANS SHALL PEE ON THE JOB SITE AT ALL TIMES. ? i nature) (RCE NO.) (Date) TNATF -n- CONTRACTOR? 31. SANITARY FACILITIES SHALL BE HANTAINED ON THE SITE FROM BEGINNNG TO COMPLETION OF GRADING OPERATIONS. unvacamms FI THE EXISTENCE A14D LOCATION OF ANY UNDERGROUND UTILITY PIPE, CONDUITS OR STRUCTURES 32. ALL SLOPES SHALL BE PLANTED AND IRRIGATION FACILITIES SHALL BE PROVIDED FOR ALL SLOPES IN EXCESS NOTE., THE CONTRACTORS SHALL NOTIFY T­ FOLLOWING UTILITIES OR AGENCIES (Signature) (RCE NO. (Date SHIOViN ON THESE PLANS IS OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. TO THE BEST OF 3 FEET VERTICAL HEIGHT WTHIN 90 DAYS AFTER COMPLETION OF ROUGH GRADING AND SHALL FORTY-EIGHT (48) HOURS PRIOR TO STARTING CONSTRUCTION OR EXCAVATION: OF OUR KNOVLEDGE,THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITY RA�V BE IN ACCORDANCE VATH ORDNANCE NO. 882 PRIOR TO THE APPROVAL OF FINAL INSPECTION. CITY OF LAKE ELSINORE 1-909-674-3125 CONSTRUCTION NOTES and QUANTITY ESTIMATE LINES SHO7,N ON THESE OF 1'JGS. THE CONTRACTOR FURTHER ASSUMES ALL LIABILITY AND 33. ANY CONTRACTOR PERFORL!'NG WORK ON THIS PROJECT SHALL FAM:UARIZE HIMSELF WITH THE SITE AND BE SOLELY 1 CONSTRUCT PAVED DRAIN PER DETAIL PER DETAIL ON SHEET 2 2020 LF RESPONSIBILITY FOR THE UTILITY PIPES, CONDUITS OR STRUCTURES SHOWN OR NOT SHOWN ON RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES DRAWINGS. RESULTING DIRECTLY OR INDIRECTLY FROM GENERAL TELEPHONE 1-800-422-4133 2 CONSTRUCT INTERCEPTOR DRAIN PER DETAIL PER DETAIL ON SHEET 2 2290 LF HIS OPERATIONS, WHETHER OR NOT SUCH FACILITIES ARE SHOV,74 ON THESE PLANS. ELSINORE VALLEY MUNICIPAL WATER DISTRICT 1-909-674-3146 DOWN DRAIN PER DETAIL PER DETAIL ON SHEET 2 110 LF 34. THE DESIGN ENGINEER SHALL PROVIDE A UMMUM OF ONE BLUE TOP PER FINISHED PAD,PRIOR TO ROUGH GRADE APPROVAL. CONSTRUCT ry r-;,,/07, 1�.-t n snits LNG1 SOUTHERN CALIFORN14 GAS COMPANY 1-800-427-2200 4 CONSTRUCT RIPRAP SIZE PER PLAN 25 SF I I, I - PARDEE CONSTRUCTION COMPANY PACIFIC SOILS ENGINEERING, INC. 35. APPROXIMATE DATE OF: 5 CONSTRUCT SPLASH WALL PER TERRACE DRAIN DETAIL ON SHEET 2 10 LF 10830 WILSHIRE BLVD., SUITE 1900 7715 CONVOY COURT BEGINNING OPERATION: JUNE 2003 SOUTHERN CALIFORNIA EDISON COMPANY 1-800-684-8123 6 CONSTRUCT CONCRETE TERRACE DRAIN PER DETAIL ON SHEET 2 275 LF LOS ANGELES, CALIFORNIA 90024 SAN DIEGO, CALIFORNIA 92111 COMPLETION: OCTOBER 2003 MEDIA ONE CABLE TV 1-909-674-7741 7 PROPOSED PERIMETER VIALL PER A SEPARATE PERMIT - TELEPHONE: (310) 475-31525 TELEPHONE: (858) 560-1713 38. NO ROCK 01 OTHER IRREDUCIBLE MATERIAL V.ITH A HAX=: !D..!7_NS:ON GREATER THAN 3 INCHES WILL BE PLACED IN FILLS WTH ROADBED AREAS OR 3 FEET OF FINISH GRACES,UNLESS THE LOCATION,MATERIALS, AND UNDERGROUND SERVICE ALERT U.S.A.( ) 1-500-422-4133 8 CONSTRUCT PAVED DRAIN TO PIPE TRANSITION 1 EA DISPOSAL METHODS ARE SPECIFICALLY APPROVED BY THE SO;LS ENGINEER. 9 CONSTRUCT DO""N DRAIN TO CURB OUTLET TRANSITION PER DETAIL ON SHEET 6 1 EA 37. THE ENGINEER MUST SET GRADE STAKES FOR ALL DRAINAGE DEVICES AND OBTAIN INSPECTION BEFORE APPROVAL. NOTE. 10 CONSTRUCT WALL OPENING DETAIL PER SHEET'4 1 EA OFF-SITE STORM DRAIN BUILDS CONCURENTLY WITH ROUGH GRADE PLAN li CONSTRUCT BARRICADE PER COUNTY OF RIVERSIDE STD. NO. 810 150 LF 33. GRADING PLANS WILL NOT BE APPROVED UNTIL ALL RETA:N;NG WALLS ARE APPROVED BY THE BUILDING DEPARTMENT. '13" 12 CONSTRUCT RIP-RAP PER DETAIL SHEET 2 680 CY CERTIFICATION: V.=D -Z,-k 001r�-100 Cl LLT�- NO. FATE REVISIONS APPROVED BY DATE SEAL PREPARED BY., rl I -,j L ELSINORE ­NG _FdH, AML.5 'A-A�. -vow mv Syr lz hN, - - 1 G -BV E!_ �:j V&70 THESE PLANS HAVE BEEN REV715;ED FOR COMPLIANCE WTH THE .- 0. 30492 SHEET. 2 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY OT Aj CIVIL ENGINEERING 3 AND STATE LAWS, AND A PERVIT CAN BE ISSUED. LAND PLANNING OF. 8 LAND SURVEYING LOTS 1-2 10 @00 4 I- Rcre.3-31-2007 1181 CALIFORNIAAVE. STE.102-CORONA,CAUFORNIAS­1 ,D ou0prEEA6 �01 5 RAM D 000NNELL, H.C.E.NO.26603 DATE �F�21�1O�14V4 FAX(S-09)290-42lo5O ROU21�-,' CRALDINIO PLAN FILE NO. ERE TWO WORKING DAYS 6OF RCE 29242 03-31-07 SCJ D,,E H TZ, _!�F�, E Y 7 GE LICENSE-NO. E I FOR: IF.B. kn-* ;j�.,(,,,.l.a ,qth 1:\CRA'f,','.,GS\PROi-ICTS\51.009\Tr2\PWIS\GRADING\RCUGH\B201-1-B.dwg 5-2803 9:03:17 cm EST WROUGHT IRON PL fENCE SOUTHERLY NORTHERLY SOUTHERLY *�kBLOCK WALL PER RET. WALL MAINTAIN. BY HOA BOUNDARY R1W R/W PER SEPARATE PERMIT BLOCK WALL PER SEPARATE PERMIT SE PARATE BLOCK WALLPERIJI PER —CITY LIMITS A TR. 30754 12' 38' C 38' 12' l I . .I. FENCE PER I I VAR. e WARCH. PLANS--_V 10'ESMT. DEDICATED 21 71' "ll FINISH GRADE — 2' PROPOSED _TO 1 2' VAR. 2' THE CITY -_ I I PAD PAD _-L 1.5'2. 7- 2.5'1.5' 1 --------- SLOPE 27 7 [?.5' 0.5' P EXIST. SLOPE — 27. PAD EX. GRADE .7 J FINISH GRADE 41 EXIST. SCHOOL SITE �.ERM`/TO BE REMOVED PAD WHEN BUILDING BLOCK WALL -2' WIDE X 1' DEEP CONC. INTERCEPTOR DRAIN 6"x6"-WI.4xWl.4 WELDED WIRE MESH SEE INT. DRAIN DETAIL TOP 0 CURB ELEV. \-ROUGH GRADE \_2' WIDE X 1' DEEP CONC. TOE DRAIN C.L. ELEV.MINUS 0.38' 2500 P SI CONCRETE OR APPROVED EQUAL TYPICAL ROUGH GRADE SECTION tl�j PAVED DRAIN DETAIL SECTION A—A SECTION C—C AT-roe OP H.eX A. 4V,5#/A/,D 1-.o7-s N.T.S. (REFERENCE TO SHT. 4) T.S. CANYON HILLS ROAD BLOCK WALL PER N.T.S. N SEPARATE PERMIT N.T.S. LOTLINE (FOR PA 14B) 3' R R/W 60' R/W 15' 1 WIDTH PER PLAN 11, 5' — 1 15' PAD 1.5' PAD 10, 20' 20' 10' 2% 2% 2.5'— 2.5' PAD \\—EXISTING — MIN. '7 GROUND 02'5' LOPE SCHOOL SITE `7 PAD 7 2,- ELEV PER PLAT .5, 2500 PSI CONCRETE 6"x6"-W1.4xWl.4 WELDED WIRE MESH SECTION B—B OR APPROVED EQUAL ECTION H—H 2 5'FOR TYPICAL REAR YARD SLOPE SE TOP OF CURB ELEV. ROUGH GRADE C*LEAR WATER DR. (_,)-�INTERCEPTOR DRAIN DETAIL C.L. ELEV. MINUS 0.02' CANOPY LANE-STA. 22+20 TO 27+90 1 Z_ _ N.T.S. IISPERING MALLOW DR.-STA. 10+50 TO 12+20 N.T.S. N.T.S. TYPICAL ROUGH GR/`DF SECTION LOTLINE LOTLINE 12"MIN. 2'-6" 2 6- SUGARBUSH LANIE, LIVE OAI/\ DR., CANOPY LANE, RICK ROSE DR. 3' �'4 BARS AT 18" O.C, JsJRE BLOCK WALL f' RICK ROSE DR., CLEAR !!,!ATER DR., WHISPERING WILL0\4! DR., PAD LOTINE DIVERTER 7 (SPLASH)— PAD WALL. SEE t COTTAGE GLEN DRIVE, WINDEMERE DR., TREETOP LAME NOTE NO. 4 m � N.T.S. PAD 6" 6 ALL EDGES TO BE 18 SECTION F—F 7 -2' WIDE X V DEEP CONC. TOE DRAIN 12" TRIMMED SMOOTH SECTION G—G N.T.S. N.T.S. 15' R1W 56' R, 15' V TERRACE DRAIN NOTE: 1 PAD 70 is' 1p, in' PAD T NE FOR SLOPE WITH H>5' 1. 2.5' 2' EL ER PLAN- 2% FUTURE BLOCK WALL 6 PAD INSTALL ATRIUM GRATE PER NO C.L. ELEV. PLUS 0.02' F PIPE 2/- TOP OF CURB ELEV.-/ ROUGH GRADE) S #81 > 6" PVC 51 Sr 5 6" PVC PIPE EXIST.GRADE TYPICAL ROUGH GRADE SECTION SECTION J—J n Ij ->H ASHWOOD COURT cc IRONBARK COURT SECTION A-A PLAN 2'M;N. N.T.S. (LOTS 16 & 17) N.T.S. PAVED DRAIN TO PIPE TRANSITIONI DETAIL 8 3/8-FILTER FABRIC 'e,RAP CLOTH AROUND BASE T N.T.S. P.L_N A RIP—RAP DETAIL R R/W PL NOTES: F 2 llq 12 70' VARIES Y N.T.S. 24' 24' 1. CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 FLOWLINE--,, 1.5' 2.5' 2.5' 1.5' ONCRETE MAY BE PNEUMATICALLY PLACED AND SHALL DAYS OF 2500 P.S.I.P S.I. 4 PAD CONFORM TO SECTION 2621 OF THE UNIFORM BUILDING CODE. 2- 2% ELEV PER PLAN 2% 2. REINFORCING SHALL BE 6" X 6" - W 1.4 X W 1.4 WELDED WIRE MESH (W.W.I.I.) OR APPPROVED EQUAL. # 4 BARS 3. IF GROUND SHALL BE PRE-WETTED TO THE SATISFACTION OF THE BUIILDING OFFICIAL I OR ENGINEER PRIOR TO PLACEMENT OF CONCRETE. MOISTURE LOSS RETARTANT 6'.I"-WI,401.4 TOP OF CURB ELEV. ROUGH GRADE SHALL BE USED WHEN REQUIRED BY THE BUILDING OFFICIAL OR ENGINEER. DOWN DRAIN ANCHORS CONSTRUCTED EVERY _,q 10' IN VERTICAL HEIGHT AND AT TOP & TOE WELDED WIRE MESH CONCRETE OR CONCRETE BLOCK DIVERTER (SPI_ASH) WALL TO BE CONSTRUCTED OF DOWN DRAIN. APPROVED EQUAL C.L. ELEV.MNUS 0.10' 4. 2� OR HEN DOWN DRAIN TERMINATES AT TERRACE DRAIN. ck W SEE PLAN FOR LOCATION AND DETAILS. A -RAD LIMIT Z TYPICAL ROUGH GRADE SECTION 4L COTTONWOOD CANYON ROAD RIW1 DOWN DRAIN DETAIL #4 BARS MI N.T.S. N.T.S. SECTION A—A TYPICAL LOT DRAINAGE N.T.S. N DATE RFI77,31w. APPROVED BY DATE CITY SEAL CERTIFICATION: PREPARED BY., ?RoFESSg,,/, 2 THESE PLANS HAVE BEEN REVIal,'ED FOR COUPLIANCE IWTH THEC't —ELSINORE _,7L- �,y TCC APPROPRIATE CONDfTjOIS OF DFvELOPIfENT AND/OR CITY SHEET: 2 AND STATE LCIS, AND A PERMIT CAN BE ISSUED. '��29242 0.IZ,03 9242 TP,,ACT 0. 30-492 - LAND PLANNING 4M 5 1-210 • OF., 8 3-31-2007 3 RZ LOTS .fG.D 000NNELL, R.C.E.NO.26CO3 DATE DAYS✓ CIVIL -Co PLAN TWO WORKING 1181 CALIFORNIA AVE. STE.102•CORONA,CALIFO.V�!A 92831 UFOF BEFORE YOU DIG lqj (909)20"144 FAX(909) -4150 FtOU OF �FALDIIN,!07 2 A. ��RCE�2924; 0 3-,3'1-o LE NO. _1�ill HAR7 E LICENSE NO. FOR., _T EXP. DATE F.B.=8. RI P—RA, 2'DIET CONSTRUCTION NOTES: PER 'A I �SH T. 2 GRADING LWITS CONSTRUCT BARRICADE PER COUNTY OF RIVERSIDE STD. NO. 810 INSTALL RIP-RAP PER DETAIL SHT. 2 TB=1505, 1501 BOTTOM LOTI, JB-1508 -04,7 K 100 YEAR STORM WATER SURFACE ELEVATION\ RIP P DETA S 2 10'.15.5'.2' DEEP LIGHT CLASS RIP-RAP -----------�tlj O'xlO.8'x2' DE LIGHT CLASS RIP-RAP SEPAR EIRMIT PO> 1 REP-RAP PROP 1507 5 PROP BRIDGE R x TB 1508 LIGHT CLASS RIP-RAP 6'x6'xl' DEEP Lj,�, 10 TB-1511 LIMI TB-1511 20' ACCESS ROAD OFL LOT RTAIL SO TB=l 511 1507 BASIN BUT. H=7' STORM DRAIN <\ EASEMENTS PER ACCESS ROAD _.Z 50-7 EA F -OR 0 14'OOUBLE 0 R OG SWING GATE 2:1 GRADING LIMITS 9_ y u F v RA�5049 Q, 01 OAK TREE (lE.A)- % RFI",OV_ Q ED IN APPROX. US CORPS OF ENGINEERS JURISDICTIONAL/FISH & GAME WILDLIFE LINE 4' ---654 Z" \A 9S.So 3096" 61'h S5 PX 8 to GG .NG LIMITS 60, 9 4-4— 7 1 0, ?/ �-4 4�� 5-7* BOUNDA Cr 6 y C,r 57 7 521 \,,�l TRACT u it i l 46' 5 PAD LIMIT 47 4 E; 7 PAI 4B 3 ILI' RAI p Z 2 1 71�Rlll 10 0 209 91-0- Lu I-P, 9� Al Lu PAD LIMIT 15170 U) PROP. qD!ER SD Pi TRACT /C c,3D 2 2 SQ2 �12 65' rcN 41' 51, 5�', �,D6 \ `�J I ' �15 1. oy A524 _2! C GRAPHIC SCALE, C,0 29 Yi� w. .2 26 "\ (IN FEET 94 0 -0 1 inch 40 fL un \ R—RA-PER PROP.196-SD I F C ER SO PLAT zj,0 L----------------- �`_D_ETAI SHT 2 ". ?962 --ki L.- 1 -zv Fl.! 12 L 90 ciac L 97 13 0 ,,Aa5',!vq' 74 \2 E� 11530.7 1=0 99 zz /Cti IC 524.14 -to. I C TN&25.8 A C 92 n, 14 10 ,Do, li -L l7 , � 5 , FUTURE 1528.0 ,4 ,ma x 8 7 5 ' 74' 20' 9C 9 115' 61 11530 11 PAD LIMIT 90 ch 89 9 � 15 ,k -PAD LMIT / TC t N 00 — 1533.1 02 11533.5 10 F, Ck ,355 c 0. C SEE SHEET4 ---DZT REVISIONS APPROVED BY PREPARED BY., 01 �,f I I CFRT1FlrATinN: ROFEss"O', A 1-111__7 !/*5 AMP 114r ll�". I— Of l7j' -ODIF L.,-11-,'E ELSINORE THESE PLANS 19VE BEEN REWLIVED FOR CO.',fPLbe.NCE IVUH THE -BvlA7_,MG 1 H,Et`Rl i\]G SHEET: 7 APPROPRIATE CONDITIONS OF DEVELOPkLENT AND/OR CITY CIVIL ENGINEERING i\.10. 30492 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. '�o 292 2 LAND PLANNING OF., 8 @(000 4 LAND SURVEYING LOTS 1-210 5 3-31-2007 1181 CALIFORNIAAVE. -STE.102-CORON&CALIFORIMAKES1 RAYM,(,f.D O-OONNELL, R.C.E.NO.26503 DATE -_IS09)280-41 FAX,101)211-4111) ROIUC,�—j' PLAN FILE NO. TWO WORKING DAYS RCE 29242 D,_3,-07 '554 ,1', '0, �.�i OF CALF A" Q� - JOSEPH KARTGE LICENSE NO. DATE BFF I A civ v I R: J_j FOR: 0 O's l;\CRA1.'�.GS\PROj_CTS\51.CO9\T-r2\PLAtiS\GRADING\ROUGH\B201-7-8.d*Q 5-2R-03 9-1029-EST 2 SEE_ S E-T 33 FIL 001 120, ' AD L��ITIT R, -6.c6 -too- LL 1'549.2, 150 F BC 10 _8 c F C 1 4 1-1-3,6 OL 10 1549.9 1=5�5.5 u) 1550.3, FUTURE PAID LIMIT 72, 'ET. WALL 1 AF 1215 loo, �I5Sl.g 115" I u log, FL 0 u 15 1� 142 183 ir 107 _Iry -,I- r 1536.7 LO r 1552.4 FUTURE9& 5 1 'i- b 122' b:15,11 6- RET. WALL J-21FUTURE \L 2­9 1554.2 132 IL 123 INLI. WALL QF­ - 1-52 141 , 1533.7 ,182 "'o LLJ -V' \/-N IN, PAI 4B 56awl �j 1554.7 FUTURE 24 L RET. WALL -_ \ ::� I - - -`\ , I - ------71�2_ �j 115 41 106' loo" 1537.5 - 104 15_56.0 103' FL ""So 106 1 40,` __v) TRACT 30492-1,2 pJ FL/HP PER So PLAN LLI 12 2\ 1 1 15' 0 6D 15t� 1-33 1537.0 105 �n 0 libbfj.b 11535.6 7 11 La 181 aya , 1556.7 15372 01� - PA14 A _iF�2�� 1 FUTURE. L EX 0STINIG 1-1-6 ( FL DEE FL 1L74 Lr. VIA 1 7_94- u- +9 55 4 - 1JIDDLE 122' LIG T C SS RP-RAP Q100=O SS 1 6' 0 SCHOOL1s37 1536.9 V�1537.6 G 134 1t2l 1536.5a), - '�FAD LIMIT PAD LIMIT 1537.3 L 15 W350.3 y 01 FL 69 Lri - - 4: FUTURE Of A A1810 5593 ET. VIA 2 L x x rl 57- 7� �F L/HP 3' _/17R 153 .4 Ir 117 LIGHT CLASS RIP-R, 15,61 1­'­-�--104' o. -mac 5 Too' LAL -408 FL , I < 120 6) 110, 6c 52' 58' F15_�3.b] L17 FL/LP F/C FUTURE 01 c 51 ;-'_1'01 �,Lkl WALL 193FS E15 7 d-.21 V RET: WA L 0 105'PAD LIMIT , I ,Z C;Fj 118' r/ I �/) 157 158 15-0, 160 161 JI 6)8 "1 .0 106 100 c 118 PAD LIMIT—/ 5 2-b4H cr 179KE 74.ye's % FS T EXIST� OAK TREE 1,36 552110, y Ibb - I OCATE PER OA,' TREE PRuihHVAIIUN HL; I 1 5X 5.5 107' )(7-Hp Z30 FAD LIMIT 2 - x L4 9,3 -26, 67 ui A/2 Lu ss ET SUGARBUSr- /T_ PAD UIMIT- > sp 1541 7 -3 58% 20 I uuz -:-w 3 Ld 177 F -5,f)2- '\54' • 54 54' 51 2:1 \III 2 48' --A�c RVICE 66 i�:ZA LIMIT C F 25' 6 0 17 __172 171 (3/3 F AD -1�170 169 67 PAD LIMIT- LI 174 8, \Z1-5=92 15573 C_ C F 166- 164 LIGHT CLASS -1-orl. I ; L j� - 3 z 1� 2 162 P 1557.6 55' 54' ---54'- 54' / 57' Y/L2 ou FlY - IT ------ 2-1 TRACT 29 11 45' G9 GO rC2 _____ _&LLKNHT.�111SRII-� 1557.1 __�B GO 3.5% 176 542 3' 43 N FL 1557.8 FL 1 - - 1 1556 2,1 556.5 1_55d4 F T 4 1 1. 2:111 1�1 \ 52' FL --6"52'FL 52' Fi--\B. 8_F_L-IT_p�\ 1584.8) ii 2 1.7=3' 2:1 21 _7 LIMITS I Z- 71� ­�G �IGRADING _j FL 'ITS, -GRADING 5655/ 1564 F PROPERTY UNE-" 0 HP/FL F "_�/FL U551.8 P HP FL X FL LIGHT 5 x5Tx I�EE ) HP/FL PROPERTY-LINE _C_ 5'x5'xl' D CITY !AITS ' 1 1557 ,1559. LG._,L� RIP-RAP EEPL L TPACT BOUNDARY FL/HP _'-HEMLOCR FL/LP 2 @LIGHT CLASS-,RIP-RAP 5'x�'xl' DEEP STREET FL W=2' X5'x V DEEP LIGHT CLASS RIP RAP.41 - L CLASS 10'ESqT TO 13E DEDICATED,:�� 001'WIT-R11-.-\' T �F-LAKE EL NGRE CONSTRUCTION NOTES: CONSTRUCT PAVED DRAIN PER DETAIL ON SHEET 2 Q_CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 2 CONSTRUCT DOYRJ DRAIN PER DETAIL ON SHEET 2 CONSTRUCT RIPRAP SIZE PER PLAN QCONSTRUCT SPLASH WALL PER TERRACE DRAIN DETAIL ON SHEET 2 _ CONSTRUCT CONCRETE TERRACE DRAIN PER DETAIL ON SHEET 2 GRAPHIC SCALE PROPOSED PERIMETER WALL PER A SEPARATE PERMIT 20 10 CONSTRUCT WALL OPENING PER DETAIL ON SHEET 4 4_4 IN FEET I inch= 40 fL NO. REVISIONS APPROVED BY DATE [CITY SEAL PREPARED BY.ZUj'00 'Cl am NO. CFRTIFIrATION: V S lo A 0 L G I rt_E_�:Z I i _G SHEET.* FERN 2 THESE PLANS HAVE BEEN REVEIVED FOR COVPLIANCE 11,77H THE -B lI CALL-TOOLLFRIM APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY CIVIL ENGINEERING AND STATE LAWS,AND A PERVIT CAN BE ISSUED. r 9242 LAND PLANNING TF;,t-.0T i' 0. 30-492 OF., sad 4 LAND SURVEYING LOTS 1-210 Rene,,:3-31-2007 1181 CALIFORNIAAVE. -STE.102-CORONA,CAUFORNA92631 5 4011_60.1-11R.C.E.10.2.111 DATE '--i IOU(Z-1 - FAX(909)280 SO - (909)280 R!fiss 1 -4144 FLAN Lp -41. TWO WORKING DAYS 6 �119 CIVIL I FILE NO DEFCRE YOU DIG 7 11 "IT LICENSE N0. EXP. DATE ty.0 FOR: F.B. 1:\DIA'i,';GS\PROjBCTS\51.003\TT2\PLA:4S\G3ADING\ROUGH\B201-3-Sd.0 5-28-03 9-0&33 an EST SEE SHEET 7 PERIMETER WALL BY OTHERS o� 1528.3 99 s 25.8 / _4 `flS. O" 524.14 12+4sa 7�9 1525:6 $ w �� , s� _ %� rc - - 7 EC A� 0527<62 6� 92 oe 14 106' \ 100' - - - E - 42' 1 1528.0 sz ti Tc sy, � RET. WALL ' 54. 1530.7 ' 91 73 o I 20' 961524.E 7a' 1532.2 S a'�F o �c 1.5' i rn 7 e< FI D LIMITi 115 \ 9Q N > •\ q'` 9 15 ' J �'rn 1531 1 rn 1. 529.1 ti' .. htifi < ) 89 TC so s^ PAD'LIMIT 75,1 $ �� 532.8 s� 1530.3 r-\�� t 5' 1 100' - m 1533:1 a s2s 1z A 1 1530.7 ' 1533.5 0_ f J\ Omsk rC \ 3' WIDE DOWN DRAIN s I c� C' \ I \ 529.17 528.95 72 - =- 87 r a1 rc 1 2ro� s�� ��� SECTION A Tc � 16 SE A ]MIT - - e� - 5 6' 2 ' 5.7 100' - I,m %3@� 18 8 46 30 ¢ \�c7a ! �.� 265 528. ,1 S 52C 2 I DOWN DRAIN 1 1 32.E `� '/ago e__ o�.��� oo� � --.'- � ��� ? �� -' h �^� w r � h ° 7 . A 17 '7 J ,ti O s6, ti ho q"1TC 4 ' ti s• „ r� h �� 1529.4 8 s.9 A A ', �-, MERE 71 � rn o \ 115' - 53 537J 59 •.•. 0 t •: 2 - : 1533.7 m h 2.a T o w ` 26.az ID 86��, /�°` so -- / � 24 o O s rc 77, ° - 2 61 r - - - 110 27 �1 1533.3 PAD LIMIT 9/ Sv� ,�h0 1529.7 s -.-_ -\261Si5s E TC 27.272T6Crc. De 10 WALL OPENINITNERGC EDPTEERT ADRILA IN F 62Z2V106 1 28 )Q 115' 29 23C6 1 W $ 153014A LLI A FUTURE `ti .153E ck. 1534. - - -'� � 8� N� RET. WALL---',�O FS __ _ ry 9537.E PA LIMIT ` 1 ' 20 20' 1 - ��! / `.. s Z - - 35 2T 9P '�Y GB s6• C 528C2 -a 1529.3 ,G ui HAI B� m 1 / / i � 1 r� � 528.E 1 m 0 IF F �" �/ ; �� `' ,�.,.� 123' CD A FS �,, W 15a1s 15'37.4 84, I h 3 = L HP J / / rn N 3Q /\ 35 \� �F1h0 �OSry 52TC25co m / 3'x3'x11 DEEP I � �� v UGHT 4 _b :'� 15 7.9 1535 3. /w a, CLASS RIP-RAP 's w 1535.4 W / \ 1535.9 s• .y s 1 OtgD=O. FS - g5al �' / /i ] 30 N 21 0 2 0.. W 5 / PAD LIMIT 0' A - - / \ Tc RE. PAD LIMIT N \34 0 / 1530.2 '� W ' 1538.5 `O `- ,C 2 - i.:--. A I `�/ 529.61 %FL/LP F C ft 115 36 1 1 1 7U' 1 / I �i Z 1W 8°J I -5��v _ \ J \F 00 YJ / I1, N 6 �� /� .80�� 1535.8 .w� a 31 C \ a • 1535.8 -/ hN yroh (n g I %, -1539.E 1 "I w' 1535.9 w \/ \ 73' - g m W URI, ttl.WALL S33114' W - - 4 I / - - Ste, Off / 115 1 115 C h �C6 5iC I N\ 154 .2 107' ro f .50'G 1 \, 120' 34.3E N h� B V -9_5 n s 5'�/ 1551.9/ I � 1 +87. Rl\ 1-1_ 67 �� �� �1 81 v. 82 EC ��� 5 to m� 33 513.9 533.79c TO - o � 38 0 39 n 1541.0 �� 0+70 32 1535.7 - I 9 ti - 0.9 I 1536.4 B m _ 5 ` , rl / 37 1534.3 1534.0 I o IRON ARK V 1535.5- 1 8.85 BCf ... ," 1C C , 35° \ PROP.30-SD PER SO 531 w 154Y.T - o t h"'h: m -.- •. s `.. o, d� \p 53ZG ?/ CLAN TRACT 30492,30492-3 y. R - - _ 98' - S \ ,Q ,.� , �67yQ _ .O6 �...- -..._� ti r. F L �OC h z -2.04� 19 - 20`�- y'4',. 'N ,Sg.S o �ho _ - - - .. �.- ^I F 1�' COTT�E lz GLE _DRIVE23 ^s X o4 _ - 27- 1 - .,66h�tc '15�°G � G �� �� 96 ._ I 66 /\.5 �6 CONSTRUCTION NOTES: 1541.4'546 7 ya c h .G - ^ � CONSTRUCT PAVED DRAIN PER DETAIL � L ON SHEET 2 = - ,?3•. 3O' 11� ig' 33`- 63' 63' ,.i 63' 63' 75' 60' - -- 2o-CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 2 D26' \ �� 60' '61' 61' 61' 61' 1n� 61' �, --- - - a4CONSTRUCT RIPRAP SIZE PER PLAN I _ PAD LIMIT PAD LIMIT A 5 CONSTRUCT SPLASH WALL PER TERRACE DRAIN DETAIL ON SHEET 2 2 / C CONSTRUCT CONCRETE TERRACE DRAIN PER DETAIL ON SHEET 2 8.0 ��, �6-5' 64 15�DRAINAGE -� 63 --62 61 6Q 59 58 EASEMENT ] N 56 55 54 a 53 -5251 5Q`, 7 PROPOSED PERIMETER WALL PER A SEPARATE PERMIT - 10 CONSTRUCT WALL OPENING DETAIL PER SHEET 4 0 1541.E o 1538.9 1537.E 1536.5 N 1536.2 n 1535.5 1535.2 1534.9 1534.E o 1534.3 1534.0 533.7 o 1542.3 1541.5 FL GB I _ GB - - - Ge. 19 _ 1557.8 5 FL 123'0�7� 1 L _Z6' 1 1538.0- 1531.OFL 1528.32 NV. 1534.7 15 5 FL 34.2 2--7 5 F633.6 GBI'FL HP -`°- .6 1539.3 1536.8 6\1 20 61 B 63' FL 63• 29° FL 63'. FL/GB Nl 1536.2 NI 9'` 54' FL/HP % FL I24' 8 / .1 63 ,19 FL 63' 1%... g• / ' 46' 0 ° 1 2:1 5 61' 1 FL G _ -_.-- - 2- -� 21 1_CU TRAN 2:1 2:1 1 1.OFL 1 ' 1564. 1559. t 1548. 1545.0FL -- -- U 1557. FL 10 FL/LP.. '...FL/HP 2 W_2 o rn FL/G FL 578 HEMLOCfC 7 C $ EET.PROPE NE 2---_ 1544.9 - O 1 w -35CFS_. �� 1548.5 1557.5 `=R:6E' 10'R. W.'.F AKE DEDICATE \ w CITY UMI FL/GB. L 7 \ FL/HP ' T BE -.. - - _ -- -_ CI 0 ELS \ - -- WORE T A bBOUNQARY PARCEL 1' _ P-AICEL 2 ,55e e -- f - GRAPHIC SCALE PARCEL MAP 14411 � f \, \ PARCEL_MAP�1�44tH---- a� w p zo a (IN FEET> 1 inch= 40 ft NO. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: PREPARED BY.' QROFLssIoNq _j,� _p /i CITY OF LAKE ELSINORE j �I� 1 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE hFQ��F,PH HgR,.�O V W " - �I tJ SHEET: 4 2 ! APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY ��,��, TRACT NO. 30492 6�°4@LL� 3 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. No.29242 CIVIL ENGINEERING p n LAND PLANNING LOTS 1-210 OF: 8 n l:_lOO 4 ( � LAND SURVEYING �° �+� y� /-'/7-os * enew:3-31-2007 * 1181 CALIFORNIAAVE. •STE.102•CORONA,CALIFORNIA92881 d d 5 RA 0 OIINN LL, R.C.E.NO.26603 Q4TE a Sj9T ��\P (909)280-4144 RCE 29242FAX(903ZB311507 ROUGH GRADING PLAN FILE NO. CI CN �C TWO WORKING DAYS FOF CAL1F0 S BEFORE YOU DIG 7 JOSEP NA TG LICENSE N0. EXP. DATE W.O. FOR: F.B. OE I)iaQ r1iq 4.4 S 3o e3 1:\DRAWNGS\PROJECTS\51.009\TT2\PLANS\GRADING\RCUGH\B201-4-8dwg 5-29-03 225-01 pn EST I SEE SHEET 7 Fos 0 oFZ ` 1 0�' _I --25 i `. - \ 1 - -_- _ •/ .•, - . , i sz9.i v moo. 15 529.17 528.95 '� 28. .•` - - - - x iC - TC16 y ?� 52 RIP RAP PER 12\`. V - 0 ..� si.�. S2 525.72 iC \ DE •L SHT. 2 26 cJ \ 52a� 528. ,�•� C H_3 J _ 1530.E 6� � � � x�`5 F323 p ; 5 'f 1 24 o T(l S\ 9 O 5 TC42 526.54 \ 526.94 J 26 f\/ T� 1531 8 V 21 AS 0• �\ ---- A/ \ / ,\ •.o \sS.__.. 3GB 52TC2- _. ____.,... 26.87 OQ E � - x1s3,.a ., 5 TC� a• rc �._ � \ _ 23 18 OAK-TREES 0 e\ RET. WALL--- o 27: TC \ GRADIN ilMllS EXIST. (1 EAJ 42 _1 RELOCATEPER`OeK-TREE 1 j FUTURE \sS 2 527.8 0c .�'� �.,. IO'x15'x2 P LIGHT PRESERVATION.PLAN C(/Q :\ \ 527. --- /O 9• x b5 '` CLASS_RIP-R P ^ \ GB 6` 22 C 528.2 5 �� 19 �� 527.841 tL4` V TC, ��I 1 1529.3 � \ x� � \ � Q PA14B� _ _ ,532.0 � ti� ti 526 r ---�� S \ 8• \ 35 \ C FAO �� 529.25 � � � '� EXIST. OAK TREES 1535.9 E� J dry. TC ��� g EXIST.TREE PROTECT IN PLACE (3 EA.) O S 1530.2 �s S 20 0 A\ A Q PROTECT�N�PL,ACE NO• 0 c' 6• {S 2 �� �. APPRIX. US CORPS_OF ENGINEERS ��•�/\V// 529.61 1 1533,0-z3.a 71 0 , `� \" \URISDIQTIONAtJ_fISH & GAME WILDLIFE LINE �I \ 36 A 52t� rc 537 a I x �3 . 1 I \ ?7 ACT ND RY \ x - \ 73' �� - - 10 x15 x2 DEEP.!I? --` / _- CLASS RIP-RAA TRIP-RAP L. SCRIP- ETAIL.SHT. 2 _ _ 153za \ .. 11 1 x xi`DEEP LIGH _ x I o S 4' szas 0 H=1.5' / 1 / x T9 •�\ \. \ - 527TB LAS RA _ T S27TB \ GRA I MITS D NG U _ ' m 34.3E TC N o \ \� 40 _ 41 �A I �c'\ 528TB J�/ p •r ALL i, I rA 53T.95\o i� 533.79 N I 38 _0 39 I.- �' 42 ui I .�Tc 37 \ � _ W N IR NsARK ,N 1535.5 '� �W�/� 533 \ I 53.04PI 50 O,9 \l / s v/ G 5 - 531 �_. 53 \ \ I C F i `. .53�.G / �...,. FS PAD LIMIT /5p A. ZYOL F �Y s3 ,\ `ram `,, t 2 I .\26. `•1` _ - - 3, \,' 72' 64' sza2q• 45' s/ \ .g32o \\ �C\ r -... I r .� ,F ,� 4�z2.72 _. ��so � . 2,� ,, AA oTB ,ds2�3 1 =18.7 2: -I - - - �� /I. - - 53208�� '6 ` PROPOSED BRIDGE PER Sys 5��ryc yti?o I ti66 i ti 5 0 0 �`^6 \�° ' +ak C©TTAGE s GLEN 3 DRIVE 5 �� 0 G.. .._5'S p 53 c o � \ h 'S' •.. \ 0 d5 SJ % Te.gq 0�' 00. C 53�G \ I I / SEPARATE PER IT h�\ 0c 5'3c \OS C / o\ C 11552Q.6 / .,yam '.,\ �\ \\ �.,\1• 60' 80' 61' g1.' \/ �;61'' 61' to 61' 61'' 61� 61 d 3q, i^�'a 33.61 1 :•�/J� <-GRADING-LiMIT 61' so' 1 s' 43 ic. / v �r PAD LIMIT 11 2 \ 56 55� 54 53 '��52 1 5� 49 48� 47 46 � 532.65 v 5�.61 �� ,v �V �." �. 1535.5 ° 15E � 1534,9 �0 1534,E o � 153�3 1534.0 � 33.7 1533.4 1533.1 1532.8 1525�` 1532.5 � �y 44 'so om� TC •- �-" � � � 1 $ I N o 0 0 1532.2 to r 1�31.9 36.0 2.12 EXIST. �AK TREE 1 EA. +� O x�, J C�F/ 1 /.-PITTC v TO BE REMO ED 1531.OFL 1 34.2 1 _� � �--t533.6 � / -�11 C ,\ GB i / 1533.0 1533.3 1^-. \ `\ 15 .5 0.5%/ 24. FLI I � l GB GB OB GB GB GB GB_ _ �`''s. FG 60' FO S�2j �A15292,,� , �V 1528.321NV. 1534.7 FL Fri, 20' 81' Sq. °11 - - - - - - - - - - - \ FL/46' a? OSy J Nf 7 Nf Nf �' N' 1532.9 '�,x I EXIST. OAK TREES (2 EA.) 7. 153 2' `y 61' FG TB \ 135' is` PROTECT IN PLACE \ TO' 1.75:1..CU 61' 61' 61' 60' / i 2° ^`\ iRPP�S'2:1 TRANS. /" ? 1p•i FL/fig 1 62' 1 �N'\ 21 1 1.75:. _ 1]5. 1 I - -� __ - 15 \ 1531.OFL -- TO 2a / --- T-- - _ __ __ 31 0 l� _ 3'x3'x1' DEEP t%__ _ FG _� i ' r _ 1.37 � GRADING�LIMIjS A 152E s - - CF =35CFS 2 W-2 - TFL/GB 7 \ FL/HP / l 1 r l j RIDING -. ___ -- _ _ CFS LIMITS' --�-�- � 1567.5 r / ` HEMLOCK x 1525.E _STREET 10'R.O.W. TO BE DEDICATE PROPERTY LINE 1531.5 jRACgnUNQARY - _ ciTY t�M>rs �� FG F' x u6BsQ (: j �I- i TO CITY OF LAKE ELSINORE CITY LIMBS PA[�(E ry _ VERFLOW PATH � �-r�'•.�L L 1556.9 _, i I / / � �C S.� � - \ I PARCEL_MAP-__41-t--1 - S3B -CONSTRUCTION NOTES: `� - PARCEL 3 N� x - -� i� to-CONSTRUC AVED DRAIN PER DETAIL ON SHEET 2 PARCEL MAP 17550 i TOR DRAIN PER DETAIL ON SHEET 2 rA ` gyp\ RCEP I R D to-CONSTRUCT IN - - ' i r 4o-CONSTRUCT RIPR P SIZE PER PLAN I\ i �y D J/ / x� �` � •` ,� o-CONSTRUCT SPLASH �LL PER TERRACE DRAIN DETAIL ON SHEET 2 /-- 0 �6' GRAP 1C SCALE CONSTRUCT CONCRETE TERRACE DRAIN PER DETAIL ON SHEET 2 / 7 PROPOSED PERIMETER WALL PER A SEPARATE PERMIT \ \ ° \ i ` � / (IN FEET) o CONSTRUCT BARRICADE PER C U 1L TY OF RIVERSIDE STD. NO. 810 12 INSTALL RIP-RAP PER DETAIL SHT. 2 \ \'\I 1 inch= 40 tt p o =p p � NO. DATE REVISIONS APPROVED BY DATE CITY SEAL CERTIFICATION: oFEsslo PREPARED BY: eR roq CITY OF LAKE ELSINORE 1 THESE PLANS HAVE BEEN REVIEWED FOR COMPLIANCE WITH THE ���SEP H HgRT EGo V E N G I N E E R i_N G p SHEET: 52 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY `'�p erg �'�2� ''- TRACT NO. 30492 CQLLSTOLLFUM 3 AND STATE LAWS,AND A PERMIT CAN BE ISSUED. N0.29242 A CIVIL ENGINEERING �1 LAND PLANNING LOTS 1-210 OF., 8 q LAND SURVEYING I VK 40-py 4,j 6-/Z=DS * enew:3-31-2007 * 1181 CALIFORNIAAVE. -STE.102•CORONA,CALIFORNIA92881 ROUGH GRADING PLAN d d 5 RAYMOND O ONNELL, H.G.E.NO.26603 DATE S 909)280-4 FAX(909)2e0-4150 FILE NO. TWO WURKING DAYS g Tqr CIVIL ��\P RCE 29242 03-31-07 G5� I FOF CAS\E p J ' BEFORE YOU DIG 7 UOSEPH HARTGf LICENSE NO. EXP. DATE W.O. I FOR: JF.B. O k n i-4k s 3 0 s I:\DRAUNGS\PRO.ECTS\51.009\TT2\PLANS\GRADING\ROUGH\11201-5-8dwB 5-29-03 2,0329 pn EST g1250 F .-'n CURB OUTLET 3' - - 7n ...- * ` a��\. to6°6�31 - E T -_ I -R/1 6"x6"-W7.4xW1.4 SEE ROUGH GR.,UE PLAI/! FOR TR. 075� V LDE WIRE ME S q�)" B OR APPROVED EQUAL L 3' I' SECTIO."N-.. A-Ap'qQ p/V N.T.S. - - - e x 151fi r 00 2'TRANS. P7 NI -V .� -- ; ° tj ,2 �t7 2 s SECTION B-B N.T.S. co!\ / ,� /5i6 RAW I 2' 2' I �.� _ ,' DOWN DRAIN TRANS �15 7.00 i Zvi' / - - / r`• - CURB OUTLET I FL DOWN DRAIN TO CURB ha OUTLET TRANSITION ION DETAIL M DOWN DRAW SECON C-C TI N.T.S. TRACT. BOUNDARY - I o\ F 56+0 � �,� TO EXIST. BE REltO RE -^. zSy \ 1 \ TO�DagIN T\ •� g9 p 1520 V 38.5 (MIDDLE ^ry CEas/ GB \ 52a� ��- r �\ SCHOOL �, Lek _ s 5 \ 1 91�- J 8 7 \' rs4 . _ 1 -�o�1tio CANYQid �I - c�F 19�0 �_ 1552.s I - \�, - 1 5,� HILLS ROAD - - - - r 55 ti' 199 / I l 52' S2\ '^ 2,o I I1s3.a52.t o �\ 1.0%FUTUR T9_ FFUTURE ')2' RET. JRET. WALL FUTURE 1 9f4 52• ,2-4a:.1 157.8 1 95 J�9 j RET. 1lALL FUTURE 78 ^ ` 4 7189 197 LI. WALL 50 51' 51' 51' 51 0 199 d 198 A' I1535.5 JO � ; 200 � QA1 A a 15J3.5 j Jr 0 , _ 20� ?05 206 �207J 2 8 209 21-0 -r" rO S 949 c - m Y I`r �� J �� 157 202 0 20J O 'dz :�o• $ J A J PAD _ _ :: \ 531.3 / _ o - � 18 8 1g,�c/ / . Tc 9g 0 1527.3 0 1530.0 1529.5 J 1529.1 - 1528.7 0 J r no r� 19 � lao \ 52 51' � TRACT 30492-1 I - � s/ n � �/ - PROP. 6"SD PER SOPLAN 1557.1 � _ 5 s n y " 4 /.. ,\ `', �C�'\o� - ✓ �� 53• -53' O\ \ �l - IMT 533- n- 21 `� ,�\o Op., 53' c "51' N Q 5.0 --•� 1�<{-7 -�3` o N ._-6�p°. 5� II - PAD L - _ 53 '_ _ 51' ^ 5 _,. r/ -= - =. `a ..'��'� - - N -+- 22 - ti� -24"RCP 2 ,--I 187 O a D' n2 a s449 3 ,2 D_a; 5/ �p _ ly �-� 2 - W " _._ . " J�h FL' S C -��': \- �, 1559.5- s 2� 0 t - - - r aQ�Q AlyOPY \_ za 26 146 _ 'S 'L �p3 9 _ LAI4ETg� f-�-- a \ \ hN ., .. \ •' ' J 1545.2 1542.2 'y�� __`a; ,. �.. i; o J ROP. 96"SO PER-5D FUTURE j,. - PAD LIMN". N't M == / WALL. ^ 1 6 Tc i �, \ ° 1533.3 ?„� : a' S• c - n1 a5' �- '•- 5 1 48 ���_� � � 1542.5 - - r; o a s ,F ec 6 4z 15s9.2 �' �G 145 /. 0 o� 100 m r 1561.7 11 �8�5; ..F N �I .I. ,o�n ":" .� �' FUTURE c! I I 1 1 O u,i... I /f -74• 1544.7 RET. WALL M a / 1531.0 v ` PAD LIMIT _ 531t 14PI b -- 1530.9 h -I' -<�, �� �•�, _.....--�_� '�531 2'FS �,n n to' m 56' - O � 1528.3 ll T 20• 3 s FL '� OD, 1 �� Ig32.01 � PAD LIMIT F-- 1r,' AD.LIMIT---� 60' 18' ? - 15 28 I 15' r/ 15'r t fib 1 2.9 I ZV I iC Tc' - _ _ _ �I�� _ - - - -i' \ P _ _ I 7546.5 B ( - 45 20' -t- T\ 0 �` � o 1563CJ3 FL 1�r411a, _: Q zo t ,"> 1545.3 '• � �' I B 506.0 I � \ I r tn' r�l 100' f, to6' t- s_Q s\,8 e J-� I J t547.3 / r /�112 1 9 F�c lo' 1a' 16' td' 101 e - g n 1533. > o!- 1533.t 1547 3 o 1536.4 - l I z FL `' - , _t00 \ 120' / Sys- ROP. 78"SD PER SD',-- PAD LIMIT pl Q�I I �� 1530�1 h L_ - r�� PAN P.M,3osfiz : -1r�' _ 6fsas.2r� 1 �0. 1 25 �. - - - - s 184 ^ c� �N ` 1 50 F 143 <- 1547a hL \1s3s.oF�c is 'v 6 �� _ 23' ;,j %� )too' 8`r 565.8 r �� 1 O ° - - - - - FUTURE I �: - ..0' I 8 ry 1 O, 1566.4 ..3 n i n 1549.9 o° 15' 1 3 n ( v I 0 �I r n I _ 1 I zo' 20' / 1535.5 u - 1550.3 S 0 ��*.� - -_ - i 1 115J5.4 I� 72 1 I ) �'[�' � � � E -PAD LIMIT t CONSTRUCTION NOTES: ! SCE S{iCC 1 3 , I 1�-CONSTRUCT PAVED DRAIN PER DETAIL ON SHEET 2 8 CONSTRUCT PAVcD I DRAIN TO PIPE TRANSITION I f Za-CONSTRUCT INTERCEPTOR DRAIN PER DETAIL ON SHEET 2 9�CONSTRUCT DOL'rTJ DRAIN TO CURB OUTLET TRANSITION PER DETAIL ON SHEET 6 3a-CONSTRUCT DOWN DRAIN PER DETAIL ON SHEET 2 ' 4>_CONSTRUCT RIPRAP SIZE PER PLAN e GRAPHIC SCALE CONSTRUCT SPLASH WALL PER DETAIL ON SHEET 2 6 CONSTRUCT CONCRETE TERRACE DRAIN PER DETAIL ON SHEET 2 a a w co O7 -PROPOSED PERIMETER WALL PER A SEPARATE PERMIT IN FEET r...�- u. . -.°... -.� DnTL" _ ..._-... _.:,.. z.:- - _ REVISIONS APPROVED BY DATE CITY SEAL .:- .». �.�- ,,°�_w � ��. , .�._.«._ .sMx...ozc..,.at..,�. _..L..-. t CFRTIFICATIO PREPARED BY: ..,_ - - �o�PHLSNApTFy� r"_-jell �i�IL s�it.] a,. C.3,= Lf-E,i« LSINORE x 2 _ THLS..PLA'JS HAVE ELff!RL f,B cD FOR CO!.PLIANCE W I H THE gyp^V ° C 3 APPROPRIATE CO)JDITIO'JS OF DEVELOPMENT AND/OR C17Y �� c y -J--t-- _.._ -___._ � -�-- n,.••�^ SHEET: V AND STATE LAL'S,AND A PERJdlT CAN BE ISSUED. g�.2gp44 A J J��`'•� I Ib1O. 0492 fjJ o�OO W `� CIVIL ENGINEERING a� () LAND PLANNING p O O O 4 ^ LAND SURVEYING LO T Cam' J-2 0 OF. 8 11 l91��...�� 6-JT•03 qe ,�,3-31-2007 1181 CALIFORNIAAVE. •STE.102-CORONA,CALIFORN!A92E31 / ) ) �) PLAN (� r �u�� 5 RRAY81 10(1 OUO;rf:ELL, R.C.E.110.26603 DATE CORONA, RMA9f150 ] 1©lJ e....{ i i f/-a�II V'�: �Lf 1- IV TWO WORKING DAYS 6 `rh CIVR >�P (909)280�p/ 01-' �� O BEFORE YOU DIG RCE 29242 03-31-07 FILE NO. '-- -- ---�_--_._.- - """�•" -' "- - JOSEFri HARTGE7 LICENSE NO. EXR DATE Cj --- FOR: F.B. -- - .e -- i , �. v.— Ile TABLE A SPACING OF ROWS OF SANDBAGS �.t SLCPC 0 CTREET PAVED STREET UNPAVED STREET v / / ^ � k r� \ /l _\ _- \ • /' 10,. R!.,..a 25 3 COURSES - -- - __ 9.9..TO We 50 35 HIGH MIN. 7.9 TO 6: 75' 1'HIGH MIN. 50' 1 _ 5.9,.TO 4,. 100 74 1 HIGH MIN. 3.9,.OR LESS 700 100 42 -,� .- � �—� � 1. _ •.., i s a`oMo :O \I l TABLE R rv>Envu.Pea a2 4 2 AdNG+" SAND2AC SP i TYPICAL Ui;Pi,VtD STREET SANDBAGGING DETAIL k ..-\�`1\.i - i j' i t. '; ✓ T. '-r u r __ _ i, � r y F N.T.S. •r2 n e I nNc �,— -\�� •='mil _ `\ �� � ,iat r, _ v l( s.o ° x�'vA SAt:DBAG CHECKDAId � 7 e9 199 00 �- PA1 A az a A 482 3 as D y� ��.. N.T.S. I � se3.e l s,. e zo -zoz '\Zswe zoa zos ,sao.. 3 sz7a I P SECTION C C 94 .l � .� \`t \\ - N.T.S. w ,.r 961 {Dsa _ b. \ 127.. �T ,oo 97 ,. sa \ 't �, - BAGS TOP ROW 145 , \ �530 tv, 74 ,szxs JO. ,..z mil\ Z/ �'4 (\ .,. ..:.�,.. ...,. c a szea FOR HEIGHT,SEE ,ml ,40 ' J ,..,12., L 21 — __ ..:. _ �e\ .s47 \ v. - z _ 92 r. ., w-sr l 144 � � I t � 112�\ 7 9rc,' o` 101 73. 1\ ........... .......,...... L 7 91 ,- , � \ TABLE A ABOVE go \_-8z7 5°zy � rs_o.a �\ - t1 134 - �, , � slam 41 rrP. i� ,� �"'— _—» �35 i ,��• , � 72 — ,°,7e . \ TYPICAL SANDBAG DETAIL } 183 131 1�s1.y. '� � � r ! isP2i s,'} >- , ', �, 07 �'' ''?w - 103 � ,vz6e�\ , .... rE:. ,Zia.e —-17�/l \ �\.-•a°y\ -__ � I s; I_ 123 ,sr tar ss3 ,ae ,. — ...... :_'..._„ 77�.' taz - -._' ,55..r v ., I a a �v „5 �A14B ,5><.. .t , 27 sass "y @ yp,122 \ , IfI ( 70 105 PAI4A... 0 7a _ .as - ' ,� __' a ,53se •� 110J�•, J n �/� ,-, I \ z 1 tsxa ,va, s KI •LL � �.�:..- _ � _ M ALE r G �- p<7z1 � �,_..,�, I 1 •,=:���'. '•R n" �.. :�' _ - - PA14B �'�,��- _ I t7.o3 6B \ J � ( +\1 I ,sy7 79 84 30 35 � o o _ . 117 _ y x I .� � �� 21 — .,,. o, Y ,53 J 1 133 135 12 `s,',a � 20 — r.. /� �i✓ ."is.,. tsel.e . ss,o \ I Jai' r o -\ '3 . ,`,. ,as. �n\� "_�� - cq,r� � � •b s .a,- _ ., \ 33 1 Jfi \ .- /• .0 .." .— •.,.\ 113. 157 15D 159 160 161 �, i 6 ,'., - ' f}: .,.<✓ �r . 1'+,.., 135 130 „5z"_ 1." I sss.e - _ i l='. mains �: O- `'� `•:0,sea e' ;' ':� P.41 � ..-_. ,\ -. _., iy. :. ,-. � .. �� ti. _� ,� - - � \ 81 39 40 82 .... 33 \��.,• 38 \ ,4z.e 42 - \ J �•'i-�.�� ,su.o l l i.. -, ✓.k .. +, tsar. _ s.s.7 usla ' 'aws 169 , 1J .._167.1 ,5,i.a 5roa se7.z ,ses, seas se„ 1117 �� a 1Cs,4 i,1T,3\ 162. � �••.:.. I � � -':\ 43 \\ ,��'"�r� ` J � �'^'�-•�'•,-_ --+/ -`"*"' .% "'= / i is,,.z 63 62 61 60 .,`J 501 44 (i as / r., �,_ . ____ i _ -_,_�v' -. L.,;_o___.._ —.•.s�..—z�S:_..,.. I. � .•�p� e ----=-<� 1 . I� . I•,, — . .._. 55 i ,r ,v53a.e 52a � ,s5a1 a 50 s.7 ,.49 a ,4..38x, ,s4z7z a ,.4.6z s 45 44 5 Vi a: `L \ �. Pam_— �, � - ----- -_• � -. � �i �q � 1 Ql ft,MLGCR ——. i N ! 25 PARCEL P 14411 'AI EL^M�P 17— \ �\ 1 f/ - _\ PAVV t 1 f % v.r CONSTRUCTION rJOTES: ;i 40 INSTALL SINGLE ROV! 1 BAG HIGH SAND BAGS 41 INSTALL SANDBAGS FOR UNPAVED STREET PER DETAIL HEREON 1Y' 42 INSTALL CHECKDAI.1 PER DETAIL HEREON GRAPHIC SCALE ,00 zco .co k 43 CONSTRUCT 50' LONG GRAVEL AND STEEL SHAKER PLATE AT ENTRANCEi — i� E IN FEET 1 inch 001 fL 1J t r NO. DATE REVISIONS APPROVED BY DATE CTY SEAL at PREPARED BY: L�".; 1 CF_RTIFlCt TiOIJ: oQ�o<<s clq ;- Cl t '�'— (Cj= LSIfvORE }� L •�J THESE PLAITS H,'.'E EEEN REv0ED FOR COYPLL NCE WITH THE 1a„2`��F,PH hqR�� �j0�_�I\���;q�� i���i�� __ SHEET: u _r 2 APPROPRIATE CONDITIONS OF DE Ah'D/OR CITY o// G' r„ - - - -- ---- ,?,=,,A-1C i N10. v0�r92 a G__�,C-;�,�P ,�„� W U. r^ CIVIL ENGINEERING \, 3 AND STATE LAIS,AI:D A PERRIIT CAN BE ISSUED. m No.29242 a LAND PLANNING .' OF: ° u� 4 b LAND SURVEYING j_®I `� f-2r© r� ;;;;;;----11IIII 5 /`_ CA•./S� `�TS�07 *ERenen':3-31-2007 1181 CALIFORNIAAVE. STE.102•CORONA,CAUFOR:IA 92S31 �/'� sue! 7 7� •�.p{' FLAN /� a, 2rJ���3 RAYI/ 1D ODON:EL RGE.h0 26G03 DATE (909)28041" FAX(909)26044150 , ,v '�-���j �!iTi�11 1 L/`-\�V TWO WORKING DAYS B r9pF CIVI\-t��N\P V/Y.�d— RCE 29242 03-31-07 BEFORE YOU DIG 7 _ OF FILE 0 5 5 JOSE ARTGEO LICENSE N0. EXP. DATE - ' LLO. FC.2 F.B. ok nLetn H ;► S/?%1 I:V!A •.GS\PRO_CTS\51.009\Tr2\PLAT.';\GRADING\ROUGH\B201-8-8.d.0 5-28-03 10-01-39 an CST 9 �c- . - \ u I: L O - 1 1 f SCALE: 1=500 —�`s — -- LIMITS OF GRADING ,- ! f _ � � I 40 v - 1I1 \ I `• , / \ s." LC,;ITS OF GRADING a / 40 40 r Lli.il T S OF GRADING +40 r , - ,' o s Y 6 1 \ l �� -- 40 :g N I O ' ( I LIf.11TS 017 GRADING LIMITS OF GRADING p a ,• ; ^moo ,, 4 �LIE,IITS OF GRADING ------- 40 ., i CUT: 110,000 CY EXPORT: 110,000 CY 'I t CONSTRUCTION NOTES:- /-- " 40 INSTALL SINGLE ROW-2 BAGS HIGH' SAND BAGS o - GRAPHIC SCALE\. 9e (`fir FMT) - - 1 loon\= a0 & ��r^ ..0 21)1 -ivl�.�.lC 11--rd V�i JJO. DATE REVISIONS APPROVED BY DATE Clh'SEAL - CF_RTIFIC'ATION PREPARED er.� _ - v p2�` J FCFESSIDyq (vli _,.ir—__" � pA 2 THESE PLANS RAVE BEEN REWEVED FOR CO,'JPLIANCE l;7TH THE F�E.P� NCR�F _1 � I �I 0�� ��'J�� �������'� SHEET: UH L �'°'f "� �'IW 3 APPROPRIATE CONDITIONS OF DEVELOPMENT AND/OR CITY ~ �' �=' ���� � �.-` i��_I_'_�_ !-+ !!��, I. � u /^�.-�'�^' �;f^' '' AND STATE LAWS,A14D A PERMIT CAN BE ISSUED. W G'��' CIVIL ENGINEERING T j +=��.+✓ � _©- VQ ��/2 � 0. 1�VVV 4 0; IvJ 29242 �' LAND SURVEYING C S 1_ 10 OF: 8 p y� vi 5 ab'.�-✓- per.'3-31-2007 * 1181 CALIFORNIAAVE. •STE.102•CORONA,CALIFORN:A92E81 v 2r RAY6'.ND OUOfe'iELL, R.C2E503 r�s—01 DATE G= BORRO.i SITE AS NEEDED T`d0 IRE YOU DAYS 8 S (909)28 < ., FAX(909)2€0-J150 I/� FCYn YOU DIG 7 9TFOFlCFUF��� - ICE 29242 G3-37-07 FILE N0. JO EPH HART_ET ,___LICENSE NO. E"..DATE W.O. FOR: F.B. _ i