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Rough Grading & Erosion Control
GENERAL GRADING NOTES EROSION CONTROL GENERAL NOTES IN THE CITY OF TEMECULA WORK TO BE DONE 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA I . EROSION CONTROL IS REOUIRED FOR GRADING THESE IMPROVEMENTS CONSIST OF THE FOLLOWING WORK TO BUILDING CODE APPENDIX CHAPTER 339 AS AMENDED BY OPERATIONS DURING THE RAINY SEASON FROM ROUGH GRADING PLAN BE DONE ACCORDING TO THESE PLANS, THE CURRENT CITY OF ORDINANCE 99-23. OCTOBER 15TH TO APRIL 15TH. APPROVED PLANS ARE TEMECULA STANDARDS AND SPECIFICATIONS, AND THE 2. MINIMUM BUILDING PAD AND DRAINAGE SHALE SLOPE REOUIRED FOR ALL ROUGH GRADING. TRACT STANDARD SPECIFICATIONS OF THE STATE OF CALIFORNIA SHALL BE = 1%. DRAINAGE SWALES SHALL BE A MINIMUM 2. IN CASE OF EMERGENCY CALL: N0a 28482 - 3 DEPARTMENT OF TRANSPORTATION, DIVISION OF HIGHWAYS. OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2 FROM DENNIS BOWMAN THE TOP OF CUT OR FILL SLOPES. MCMILL IN COMPANIES y PRIVATE ENGINEER S 3. MAXIMUM CUT AND FILL SLOPE-2:1 UNLESS OTHERWISE (909 ) 694-3888 TEWCULA NOTICE TO CONTRACTORS NOTED ON PLAN. 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION SITE ' ` ALL CONTRACTORS AND SUB-CONTRACTORS PERFORMING 4. PROVIDE 5' WIDE BY 1 ' BERM OR EQUIVALENT ALONG CONTROL WORK AND INSURE THAT WORK IS IN WORK SHOWN ON OR RELATED TO THESE PLANS SHALL THE TOP OF ALL FILL SLOPES OVER 51 HIGH. ACCORDANCE WITH THE APPROVED PLANS ( IF REQUIRED) CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK PROTECTED. ALL CONTRACTORS AND SUB-CONTRACTORS OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE tw SHALL COMPLY WITH THE 'OCCUPATIONAL SAFETY AND ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL RAINY SEASON. NECESSARY MATERIALS SHALL BE R.O.w. R.O.w, HEALTH REGULATIONS'OF THE U.S. DEPARTMENT OF SUBMIT�A FINAL COMPACTION REPORT FOR ALL FILLS AVAILABLE ONSITE AND STOCKPILED AT CONVENIENT LABOR AND THE STATE OF CALIFORNIA DEPARTMENT OF OVER 1 DEEP. LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF 50' A INDUSTRIAL RELATIONS 'CONSTRUCTION SAFETY ORDERS.' 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO TEMPORARY DEVICES WHEN PLAN IS IMMINENT. 9 THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY THE CITY OF TEMECULA'S ENGINEERING DEPARTMENT 2.5 22.5' 22.5' 2.5 15 � WAY FOR THE CONTRACTORS AND SUB-CONTRACTOR'S A WRITTEN CERTIFICATION OF COMPLETION OF 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT 4.5" 18" 18' 4.5 TEMECULA COMPLIANCE WITH SAID REGULATIONS AND ORDERS. ROUGH GRADING IN ACCORDANCE WITH THE APPROVED THE APPROVAL OF THE DEPARTMENT OF PUBLIC WORKS. vA , GRADING PLAN PRIOR TO ISSUANCE OF THE m 1.0' TYP 700 KT.s, CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME BUILDING PERMIT. CERTIFICATION SHALL 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL o SOLE AND COMPLETE RESPONSIBILITY FOR JOB-SITE BE TO LINE, GRADE. ELEVATION AND LOCATION OF BE IN PLACE AT THE END OF EACH WORKING DAY WHEN PROPOSED C&G, m VICINITY MAP CONDITIONS DURING THE COURSE OF CONSTRUCTION OF CUT FILL SLOPES. THE 5--DAY RAIN PROBABILITY FORECAST EXCEEDS 40%. WIN & SIDEWALK PROPOSED T.P. THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR 81 ,/� PROPERTY; THAT THIS REOUIREMENT SHALL APPLY 0 STORM FLOWS. ALONG TOP OF CUT SLOPES. 7. AFTER A RAINSTORM. ALL SILT AND DEBRIS SHALL BE 1W 1W 7 " r�o INDEX MAP CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING REMOVED FROM CHECK BERMS, SILT FENCES, AND � ;�, � � HOURS; AND THAT CONTRACTOR SHALL DEFEND, INDEMNIFY S. FINAL COMPACTION REPORT WILL BE REOUIRED FOR DES I L T I NG BASINS ETC. 6 Q SCALE: 1 - 200 AND HOLD THE OWNER AND THE CIVIL ENGINEER HARMLESS ALL FILLS GREATER THAN ONE FOOT. 0�, FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH S.• GRADED AREAS AROUND THE TRACT PERIMETER MUST 5 �' CONNECTION WITH THE PERFORMANCE OF WORK ON THIS RECOMMENDATIONS OF THE PRELIMINARY SOILS DRAIN AWAY FROM THE FACE OF SLOPE AT THE *FOR STREET WITH STORM ROUGH GRADE SURFACE 4 PROJECT, EXCEPTING FOR LIABILITY ARISING FROM SOLE INVESTIGATION BY LE I GHTON AND ASSOCIATES CONCLUSION OF EACH WORKING DAY. DRAIN, DEPTH VARIES, AS 11 3 NEGLIGENCE OF THE OWNER OR ENGINEER. DATED JUKE 10. 1999. Two SETS OF THE FINAL 9. THE DEVELOPER SHALL 8E RESPONSIBLE AND SHALL DIRECTED BY OWNER. TRACT NO. 2 8 4 8 2-4 � �" TRACT NO. 28482--3COMPACTION REPORT SHALL BE SUBMITTED TO THE 12THE EXISTENCE AND APPROXIMATE LOCATIONS OF ANY ENGINEERING DEPARTMENT WHICH SHALL INCLUDE TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TYPICAL R 0 U G H GRADE STREET SECTION 13 29 1 UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE FOUNDATION DESIGN RECOMMENDATIONS AND TRESPASS ONTO AREAS WHERE IMPOUNDED WATER 0 PLANS ARE OBTAINED BY A SEARCH OF THE AVAILABLE CERTIFICATION THAT GRADING HAS BEEN DONE IN CREATES A HAZARDOUS CONDITION. RECORDS. THE CIVIL ENGINEER ASSUMES NO LIABILITY CONFORMANCE WITH THE PENNANT COURT, ROYAL OAKS DRIVE, MONTEREY PLACE, LAKERIDGE COURT, SLICE WAY 14 J8 31 0 AS TO THE EXACT LOCATION OF SAID LINES NOR FOR PRELIMINARY SOILS REPOORTRT..RECOMMENDATIONS OF THE 10. DES I LT I NG BASINS ARE TO BE CONSTRUCTED AS 32 69 UTILITY OR IRRIGATION LINES WHOSE LOCATIONS ARE GRADING OF INDIVIDUAL GRADING AREAS ARE 15 2 NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING COMPLETE PER ROUGH GRADING PLANS. 16 33 68 FOR NOTIFYING ALL UTILITY AND IRRIGATION COMPANIES DEPARTMENT AT LEAST 24 HOURS IN ADVANCE 11 . THE DEPARTMENT OF PUBLIC WORKS PRESERVES THE RIGHT 2 71 ¢7 PRIOR TO WORK OR EXCAVATION TO DETERMINE THE EXACT REQUEST I NG FINISH LOT GRADE AND DRAINAGE TO MAKE CHANGES OR MODIFICATIONS TO THE PLAN AS R.O.w. 17 34 72 66 LOCATIONS OF ALL LINES AFFECTING THIS WORK, R INSPECTION. THIS INSPECTION MUST BE APPROVED DEEMED NECESSARY. TRACT .O.W. 25 65 WHETHER OR NOT SHOWN HEREON, AND FOR ANY DAMAGE OR PRIOR R I ORL •BUILDING PERMIT FINAL INSPECTION FOR BOUNDARY 18 35 73 PROTECTION TO THESE LINES.TO 12. INFORMATION ON 'THIS PLAN IS FOR EROSION CONTROL 100 19 231 84 24 85 74 64 ENGINEERING DEPARTMENT PHONE: (909)694-6411 ONLY, ALL OTHER INFORMATION IS SUBJECT TO CHANGE, 50' 1 50' 36 5 63 ENGINEER OF WORK 0 � 11. CUT SLOPES EQUAL TO OR GREATER THAT 5, IN 13. TEMPORARY EROSION PROTECTION IS REOUIRED FOR 6" 6 38 emu38 6 6 2 37 7 62 �-A CT N 0 r 2 8-4�� �' RICK ENGINEERING COMPANY VERTICAL HEIGHT AND FILL SLOPES EOUAL TO OR MANUFACTURED SLOPES ,PRIOR TO PERMANENT PLANTING. 12, 77 61 3050 CHICAGO AVENUE SUITE 100 GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE %1 0.5' 38 PLANTED WITH GRASS OR GROUND COVER TO PROTECT 14• AREAS SHALL BE MAINTAINED i N SUCH A STATE THAT �q,I. 1 82 78 RIVERSIDE, CALIFORNIA 92507 THE SLOPE FROM EROSION AND INSTABILITY IN FIRE ACCESS SHALL BE MAINTAINED AT ALL TIMES 1 10 �� 84 79 60 .p (909) 782-0707 ( INCLUDING ACCESS TO NEIGHBORING PROPERTIES ). 2.0� 99 10 1 81 FAX- (909) 782 0723 ACCORDANCE WITH CITY DEVELOPMENT CODE 17.06 PRIOR TO � � 40 THE APPROVAL OF FINAL INSPECTION. 15. NO OBSTRUCTION OR DISTURBANCE OF NATURAL •��'P �O 12. NO FILL SHALL BE PLACED ON EXISTING GROUND DRAINAGE COURSES OR EXISTING STORM DRAIN INLETS 2�, -� 1 98 q 1 57 58 OWNER /DEVELOPER UNTIL THE GROUND HAS N R SHALL OCCUR DURING THE RAINING SEASON. UNLESS '~ 97 104 I Sq �5 56 [L E G OU D S BEEN CLEARED OF WEEDS, ADEOUATE TEMPORARY/PERMANENT DRAINAGE I I 52 53 M-A TEMEKU HILLS DEVELOPMENT LLC, 42 5'1 -� DEBRIS, TOPSOIL, AND OTHER DELETERIOUS FACILITIES HAVE BEEN APPROVED AND INSTALLED TO GRADING BY OTHERS 1 96 105 1 28 27 A DELAWARE LIMITED LIABILITY COMPANY MATERIAL. CARRY SURFACE WATER TO THE NEAREST PRACTICAL 1O6 43 1 2 26 2727 HOOVER AVENUE STREET. STORM DRAIN OR NATURAL WATER COURSE. 1 95 -5g 2 3130 NATIONAL CITY, CALIFORNIA 91950 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH TYPICAL STREET CROSS SECTION 44 34 1 (619) 477-4117 FILL IS TO BE PLACED, THE TERRAIN MUST BE 16. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN 1 94 O7 49 25 MEADOWS PARKWAY 3� 1 LEGAL DESCRIPTION CLEARED. KEYED. AND BENCHED INTO FIRM NATURAL SUCH A MANNER THAT STORM RUNOFF WILL BE I 93 � 0 48 2 SOIL FOR FULL SUPPORT. PREPARATION SHALL BE CONTAINED WITHIN THE PROJECT OR CHANNELED INTO REF: CITY OF TEMECULA STD. DWG NO. 105 SECTION 'A�(MODIFIED) I 92 51 23 A PORTION OF LOT 42 AS SHOWN ON TRACT MAP NO 23371-2 APPROVED BY A REGISTERED ENGINEER PRIOR TO THE STORM DRAIN SYSTEM WHICH SERVES THE RUNOFF 47 45 6 8 FILED IN BOOK 219, PAGES 18-25, INCLUSIVE OF MAPS, A PORTION PLACEMENT OF FILL MATERIAL. AREA. STORM RUNOFF FROM ONE AREA SHALL NOT BE N.T.S. 91 77 46 4 22 TRACT NQ. 28482_3 OF LOT 7 AS SHOWN ON TRACT MAP 23371-15 FILED BOOK 260, ALL DIVERT TO ANOTHER RUNOFF AREA. 43 PAGES 1-9, INCLUSIVE OF MAPS AND A PORTION OF PARCEL 5 AS 90 21 SHOWN ON AMENDED PARCEL MAP 21884, BOOK 152, PAGES 22-31, 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO 1T. CONFORMANCE WITH THE REQUIREMENTS OF THESE 78 45 52 CONSTRUCTION OF PERMANENT DRAINAGE PLANS SHALL IN NO WAY RELIEVE THE DEVELOPER 1 5 INCLUSIVE OF PARCEL MAPS ALL IN THE OFFICE OF THE COUNTY STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD FROM HIS RESPONSIBILITIES TO THIS SITE AND 89 79 42 1 20 RECORDER OF RIVERSIDE COUNTY, CALIFORNIA BE PROVIDED TO PREVENT PONDING WATER AND ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL 1 8 41 58 19 DAMAGE TO ADJACENT PROPERTIES. SHALL CONSIST OF, BUT NOT BE LIMITED T0, 1 8O TOPOGRAPHY 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER CONSTRUCTING SUCH FACILITIES AND TAKING SUCH 7 81 0 �9 18 APPROVED METHODS. MEASURES AS ARE NECESSARY TO PREVENT. CONTROL 1 8 36 7 39 66 17 CONTOURS AND ELEVATIONS PROVIDED FROM PHOTOGRAMMETRIC AND ABATE WATER, MUD AND EROSION DAMAGE TO 82 38 METHODS IN CONFORMANCE WITH THE U.S. MAP ACCURACY I 60 61 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT PUBLIC AND PRIVATE PROPERTY AS A RESULT OF THE 1 8 6 STANDARD AND SUPPLIED BY RICK ENGINEERING COMPANY, SITE MUST CONTINUE TO FUNCTION, ESPECIALLY CONSTRUCTION OF THIS PROJECT. 16 5620 FRIARS ROAD, SAN DIEGO, CALIFORNIA 92110, DURING STORM CONDITIONS. PROTECTIVE MEASURES 1 84 83 1 1 PHONE (619) 291-0707 DATED 3-12-99. 11O AND TEMPORARY DRAINAGE PROVISIONS MUST BE 18. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1ST SHALL BE T 1 8 USED 0 PROTECT ADJOINING PROPERTIES DURING 1 7O 67 15 PR T T A N TREATED FOR EROSION CONTROL PRIOR TO OCTOBER 111 1 I 9 SOILS ENGINEER GRADING OPERATIONS. 15TH. SLOPES CONSTRUCTED AFTER OCTOBER 1ST I 1 7 14 SHALL BE TREATED FOR EROSION CONTROL AS THE b 6 1 72 LEIGHTON & ASSOCIATES CONSTRUCTION OF SLOPE PROGRESSES IN INCREMENTS 1 rT Q 5 1 13 41769 ENTERPRISE CIRCLE N. OF FEET MEASURED Y�L 1 11 12 SUITE 102 17 STABILITY CALCULATIONS WITH A FACTOR OF AT 25 EE OR LESS MIE SU ED VERTICALLY. I 74 1O TEMECULA, CA LEAST ONE AND FIVE TENTHS ( 1 .5) SHALL BE 9 , C 92590 SUBMITTED BY SOILS ENGINEER TO THE 19. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND 1 B,j 7 7 8 (909) 676-0023 ENGINEERING DEPARTMENT FOR CUT AND FILL DURING PERIODS OF COMPLETION PRIOR TO FINAL �/�' 1 5 6 1 �4 12 3 4 LEGEND SLOPES OVER 30' IN VERTICAL HEIGHT. GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES. �� C TO ELIMINATE EROSION AND THE SILTATION OF TRACT N0 4 28422-2 �� 3 � 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE L ,� �� -.-.�--- CUT/FILL BANK 2:1 ....................................... CUT S, , CERTIFICATION OF BUILDING PAD ELEVATIONS. MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED I r (UNLESS OTHERWISE NOTED ON PLAN) WHERE SPECIFIC ELEVATIONS ARE REOUIRED, THE TO. TEMPORARY DOWN DRAINS, EITHER IN THE FORM OF , L TRACT NO , 28.482-- J ' FINISHED ELEVATION ...................................... 1250.b FG PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL ELEVATION (WITH RESPECT TO MEAN SEA LEVEL ) O SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT AREAS: GRADED BERMS AROUND AREAS TO ELIMINATE Q1 CONSTRUCT DRAINAGE DITCH PER CITY OF FUTURE TOP OF CURB ELEVATION ...................... 1250.6 TC TO ADJACENT GROUND SURFACE IS REOUIRED THE EROSION OF FILL SLOPES BY SURFACE RUNOFF: EROSION CONTROL PLANS SHEET NOS. 5-7 TEMECULA STD, NO.304 TYPE C, (3' WIDE DITCH). C ACTUAL DISTANCE ABOVE THE ADJACENT GROUND CONFINED PONDING AREAS TO DESILT RUNOFF: CUT/FILL LINE ................................................ .,.�Fir---- SHALL BE GIVEN. TEMPORARY CHECK DAMS IN TOE OF SLOPE DITCHES TO O2 CONSTRUCT DRAINAGE DITCH PER CITY OF DESILT RUNOFF: PROTECTION SUCH AS SAND BAGS .. TEMECULA STD, NO. 304 TYPE G,( 3' WIDE DOWN DAYLIGHT LINE ................................................ AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO DITCH THICKENED EDGE SECTION AT BOTH SIDES D 19• EROSION CONTROL: ALL GRADED SLOPES SHALL BE GRADE: AND EARTH BERMS AND APPROPRIATE GRADING OF DITCH). UNIT BOUNDARY ................ PLANTED WITH ROSEA ICE PLANT AT 12m ON CENTERS TO DIRECT DRAINAGE AWAY FROM THE EDGE OF THE R.O.W. R.O.w. OR ANOTHER APPROVED GROUND COVER. SLOPES OVER TOP OF SLOPES SHALL BE CONSTRUCTED AND 3 CONSTRUCT CONCRETE PATH PER DETAIL G-G EXISTING CONTOUR ........................................... .... 15' IN VERTICAL HEIGHT IN ADDITION TO GROUND COVER MAINTAINED ON THOSE FILL AREAS WHERE EARTHWORK 66' ON SHEET N0. 4 SHALL BE PLANTED WITH APPROVED TREES, SHRUBS. OR A OPERATIONS ARE NOT IN PROGRESS. FINISHED CONTOUR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 7.5, 25.5' 25.5' 7.5 50 •-- . � 20. TOP OF CUT BROW DITCHES. WHERE REOUIRED RED ON THE � Q INSTALL 8'PvC SDR-35 10 ON CENTER TREES 20 ON CENTER COMBINATIONS EXISTING SPOT ELEVATION. 15' ON CENTER. SLOPES OVER 4' IN VERTICAL HEIGHT PLANS, SHALL BE CONSTRUCTED PRIOR TO EXCEEDING N 4.5' 21' 21' 4.5 Q INSTALL BROOKS 1818 L 18 CATCH BASIN x 125LJ SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH 12 FEET OF CUT MEASURED VERTICALLY. 0 7 0 BLADED SWALE ...........................:.................. BACKFLOW PREVENTION DEVICES PER U.P.C. . CHAPTER 10.R. m 1.0' TYP WITH NO. 1818, STEEL PARKWAY GRATE 21 . CLEARING AND GRUBBING SHOULD BE LIMITED TO PROPOSED PROPOSED MEDIAN 0 AS SHOWN ON DETAIL H, SHEET NO. 4 AREAS THAT WILL RECEIVE IMMEDIATE GRADING, f C&G, m OR APPROVED EQUAL PROPOSED STORM DRAIN .................................. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EROSION CONTROL MEASURES WILL BE REOUIRED TO & SIDEWALK �� ROPOSED EXTERIOR WALLS AT NOT LESS THAT 1/4 0 PER FOOT PROTECT AREAS WHICH HAVE BEEN CLEARED AND T•P• Q UNDER SIDEWALK DRAIN PER CITY OF RETAINING WALL (BY SEPARATE PERMIT) FOR A MINIMUM OF 3 FEET. GRUBBED PRIOR TO GRADING OPERATION, AND WHICH W 1 W TEMECULA STD, NO. 302 ARE SUBJECT TO RUNOFF DURING THE PERIOD OF THE ;r, ESTIMATED GRADING QUANTITIES 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL RAINY SEASON. THESE MEASURES MAY INCLUDE BUT a CONNECT TO EXISTING. STORM DRAIN mammon WATER COURSES SHALL BE PERMITTED- SHALL NOT BE LIMITED TO. GRADED DITCHES. BRUSH WITH CONCRETE COLLAR PER RCFC ESTIMATED CUT 1635 CY BARRIERS AND SILT FENCES. CARE SHALL BE EXERCISED STD, DWG NO ESTIMATED FILL 1635 CY 22. ALL PROPERTY CORNERS SHALL BE CLEARLY TO PRESERVE VEGETATION BEYOND LIMITS OF GRADING. *FOR STREET WITH STORM ROUGH GRADE SURFACE 8 NOTE: GRADING OUANTITIES SHOWN HEREON ARE RAW OUANTITIES DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT 22. CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DRAIN, DEPTH VARIES, AS DIG ALERT0 INSTALL BROOKS 1212 SERIES CATCH OF ANY CONSTRUCTION/GRADING. DEVELOPER FROM RESPONSIBILITY FOR THE DIRECTED BY OWNER. BASIN WITH NO.1212, STEEL PARKWAY FOR PERMIT PURPOSES ONLY AND ARE NOT TO BE USED FOR FINAL PAY QUANTITIES. CORRECTION OF ERRORS AND OMISSIONS DISCOVERED TM GRATE OR APPROVED EQUAL. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS DURING CONSTRUCTION. UPON REQUEST, THE REOUIRED SOMERSET ROUGH GRADE STREET SECTION AGENTS DOES NOT RELIEVE THE APPLICANT AND H15 PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO ENGINEER FROM THE RESPONSIBILITY FOR THE CALL CORRECTION OF ERRORS OR OMISSIONS DISCOVERED THE ENGINEER FOR APPROVAL. N.T.S. BEFORE L D 99`209 GR DURING CONSTRUCTION. UPON REOUEST, THE 23. ALL GRADED SLOPE AREAS 5' OR MORE IN HEIGHT SHALL BE YOU DIG! APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY HYDROSEEDED UNLESS SUFFICIENT NATURAL VEGETATION 1-$00-227-2600 DICK DCR409u% SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND HAS BEEN ESTABLISHED AS DETERMINED BY THE CITY OF solo Chicago Aver** UNDERGROUND SERVICE ALERT suite 100 APPROVAL. TEMECULA INSPECTOR. Riverside. Callat bast 2 working days prior to excavating. Cal Ifarnla IMT CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: v#ESS/ Designed by Drawn by Checked by ' sOFg COUNTY OF RIVERSIDE B.M.T-29-81 t O%CHEL EDL EH EMR RECOMMENDED BY: DATE: CITY TEMECULA DEPARTMENT Drawing No. MEN OF PUBLIC WORKS 2-1/2'BRASS DISK 1N CONCRETE CYLINDER, Horizontal c; P Prepared Under Supervision Of Contractor IN THE N.W.CORNER OF THE INTERSECTION OF RANCHO CALIFORNIA RD.WITH MARGARITA �� � � �' 46s04 z � s 3Q 00 ACCEPTED BY: DATE: RD. 1.0 EAST OF A T.0 C.L.FENCE,40 1 -200 Exp.6-30-03 Date RONALD J. PARKS Inspector NORTH OF P.P.(NO NUMBER),94'NORTH OF THE CENTER LINE OF RANCHO CALIFORNIA Vertical DWARD MICHEL RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ ROUGH GRADING PLANS RD. SET FIBERGLASS WITNESS POST 1.0 r,,r cl v I%. �,,� TRACT N 0 2 4 -' mp - WEST OF MONUMErJT. f L�F� 46804 6-30-03 • 8 3 Date C tt'd N/A Expires ELEVATION, 1128.410 (ADJ.9-13-82) CX R.C.E. No. R.C.E. 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MEADOWS PA�KWA •.,• _.:.•. �:� .-.�-�-s•� •..1•.,1•L• .�.i..i-•... ... •fi•i•• -♦'!".• .r ��'+-- Jr�� f _ f••�-,/^y .,:'- i-L �Y•Y•\a - i•J■�. - ,3w ... _ -••�-::-yd' •I�i-L f♦ � - T /i• 'Y ,'..•1'l.r';r ,•r r r ri - .y/�yy�' .�,..iw ,w.. ri ••'1.'i -7i•i•'7A -ii L, _. - w - -- _ r i-. - ..... /i ..,� •i:• y�.y.. fir. .�. r 2 _ r r CANTRUCT-.DRAINAGE DITCH PER CITY OF �`•�`'-''r•,•• J`" ' f -�""�`- T-EME(UL•A STD N0.304 TYPE �' ....- - •} _ :. .-�..- •:,.n-- '� �- _•- �'=.•- .. _ _ _ .A • . '- E C. c3' WIDE DITCH). :r..TS.T., -R........ �........_ _ .7t.n.rr -... r i•�.�. it i «. _ _ 1t,.1- rr 'R=�300:00� - - -•-.• :.�.,�. ....... ....... -.�... .. - - r _ - - .. ., • ..... �- CAUTION: _-: -r . . BEFORE L 9.28 MEADOWS PARKWAY. _ CENTERLINE DATA LD 99-209 GR YOU DIG! EXACT LOCATION OF EXISTING 1-800-227-2600 UNDERGROUND FACILITIES IS --- _ romm NO• DELTA OR BRG• RADIUS LENGTH IZJrX EWREEMM UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTQR TO N Soso rnl� Av 1 12 51 45 250.00 56. 12 soft. 100 a N at least working days prior to excavating• VERIFY IN FIELD• ftiverefdo, �0 0 40 80 cc 1 orn f a (9m) ?"-o?o? CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SCALE SEAL: ESSi Designed by Drawn by Checked by RECOMMENDED BY: DATE: Drawing No. COUNTY OF RIVERSIDE B.M.T-29-81 W►tcHEL < EDL/SJF EDL/EH SJF/EMR CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor 2-1/2'BRASS DISK IN CONCRETE CYLINDER. Horizontal �� �; Prepared Under Supervision Of IN THE N.W CORNER OF THE INTERSECTION No.46504 ACCEPTED BY: DATE4�0 OF RANCHO CALIFORNIA RD.WITH MARGARITA ._ Exp 6-30-03 . RD. 1.0'EAST OF A 7.0'C.L.FENCE,40'NORTH 1 ',O Date RONALD J. PARKS Inspector OF P.P.(NO NUMBER),94'NORTH OF THE CENTER ROUGH GRA N LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical EDWARD MIC L RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS DI G PLANS WITNESS POST 1.o WEST OF MONUMENT. `�, �I �`' �►� - TRACT N�. 28482-3 Date Cmplt'd N/A rF� r.�►�tFcl�` R.C.E. No. 46804 Expires 6-30-03 1 �" ELEVATION: 1128.410 (ADJ.9-13-82) R•C.E. No. 19744 Expires 9-30-0 Sheet 2 of 7 G:\d-13194\194GRD27.dgn PLOT DATE: 09-MAY-2000 JN 13194 8"5D BEGIN 3Q r�T A T H r' r _ .... 1256.50' T01 llr� TG • .w. . r ' t N r. 1 1 •11 ,r i _ OD OD X _ ... �� L , -- �,.. . t BEGIN,.8" V�C� C.. w r t t• 1 _ •'• SS:flO !E i , I• r T�r 1 r m .r•+� T •Y A 1l � � 4 r_ -o� / .. .. w QR f_ �- r • t' 1 •►' ,:::>::>. w r C T EN ERLINE ATA N R• d M• 4 .C •S"IDE��D I1� 5 _ • Ott r t ` r 11" N .. % EXIST CURB :'GU .� ._ ....... 1 .t N AND" S'•Ib •W K :�► �•NE D DELTA L S � F � N0. OR BRG. RADIUS LENGTH A Q �:• r E s .'r --- V• N O f Sri S�..T �� r � - .. , 8 2 6 2' - x 2 1 4 N 8 0 57 4. E 59 9 1 � 1 't. N v' 125 4• •F _ .."5' FL 'I•2 .. x a,. . r � N , 6• .tl 1 0',•- a 2� ��F� t 3 .- 1 �frr. v G 0 S 11 .. F f s+ W !NY ► ^ W : ,.,. .r .. ilcr . 3 1 1 .1 1 3 30 28 000 00 6 22 r . . . . . . . . . : .� LAI •1. z� N ' 2 ' • / M / 7• F _ 4 As F 1 • 1 N 11 , ao 22 25 E 55 65 6 �I _ 6 F 255�'7. 3• r•� , F' • G' •F 57, G 1 � _ N :' S N 7 7 09 23 w 7 1 •:' y 9 oOD x 22 2? .T F 1 8 9 ._ ................................ _ 4 _ _ D ao • • 6 14 4 4 T7. 1- 3 9 300 00 3 .. t \. • 2 . w. • -I. • r _ N 4 4 w 47..,' r .- 62 2 3 29 ., . . ...... . . . A . 27 .. r 7 ,;4: N .: 8 N 71 24 43 w o.00 2 1 CONSTRUCTION NO S. �y i .� ._; ti ..... • . • x ! � :T' 1 P� T •'_ .-/ 7 V: :. ao F oMfit•iNE DE SAC: x _ .9 'L � ,• .k:.r.. . #. •• - . . . _ .�• N 85 27 56 E 20 00 _ .fir-)• ... r o r _ z 1 :• 90� A A T PER T F N 1 CONSTRUCT [ CH CITY -�COS U E D � -�E • a - 1- �rc.n. �1 .f 4 _ •i• 1 r ... 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J � 1 5 � � D 1 .. ! �. 1 ti Y DIG! 1 EXACT LOCATION OF EXISTING � � .. :/4A 1-800-227-2600 UNDERGROUND FACILITIES IS SCALES = 40 MM E�CR4EERM Ck*Ar*M SEE SHEET N01, 2 ,,, 3MC,t� A� UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO R/t*. 100 Ido RlvstOs• Ca1at (east 2 working days prior to excavating. 40 0 40 80 n4 y � VERIFY IN FIELD, CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC BENCHMARK: SEAL: ESSI Designed by Drawn by Checked by , SCALE 4� � .• RECOMMENDED BY: DATE: � Drawing No. COUNTY OF RIVERSIDE B.M.T-29-81 � OCHEL F EDL/SJF EH/EDL $,JF/EMR CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor 2-1/Y8RA55 DISK IN CONCRETE CYLINDER. Horizontal � P� � P s Prepared Under Supervision..Of IN THE N.N.CORNER OF THE INTERSECTION No. 411 u �' W z � ACCEPTED BY: DATE: OF RANCHO CALIFORNIA RD.WITH MARGARITA 1'=40' Exp 6-30-03 RD. 1.0'EAST OF A 7.0'C.L.FENCE.40'NORTH Date' RONALD J.'PARKS R 0 U G H GRADING PLAN S Inspector OF P.P.(NO NUMBER),94'NORTH OF THE CENTER LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical EDwARD MI HEL- RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS WITNESS POST 1.0'WEST OF MONUMENT. s�,T CI V N► �,' - TRACT NO. 28482-3 f c�` - Date Cmplt d N/A � CA��F R.C.E. No. ,680, Expires 6-30 03 � ELEVATIO% 1126.410 (ADJ.9-13-82) p R.C.E. No. 19T44 Expires 9-30-01 ' Sheet 3 of 7 O • G:\d_13194\194GRD28.dgn PLOT'DATE: 05-MAY-2000 A 13194 '::::::::::::: : ::• TRACT NO ., 23311 -5 100' PL ....................... � : �•�. GOLF COURSE ::, •q o R/W LEVEL PAD GRADE • ' •� 60' AS SHOWN x •r W 6' •,ri5y1' •'�`.' •` �' 10% VVIN-00-fiII11 P€_'�86:�9: O :133qLAJ 034.15 _ `•PL=12 �•8.• o $ , <- 3.5 USE VERTICAL CUT Z 3" 17�41-4- �4.41A 1 X OI 5. 7 - VARIABLE O' 6 > 3.5 USE I BLE SLOPE W SIDE SLOPES WITH ELEV. DIFF. OF <-2 a 3: � 8.2 4 GRADE BREAK :�n• x P T BETWEENADS WILL B U VERTICAL c' E C E L LLI1�A T ��� ��► _ TOP F B' rb .. 0 0 CURB LLJ • S "OGRADE a.. 'h: _ zS 3 5 o +� . a• .0. 4� �9 ' 38 3 .. � 7 3 P 2 .2 3 6 E :w •P• �9 " � ROUGH GRADE �. � i .-•P i29a:6: o - o PE=129 .7 - P -1 87 6 rA , PE12 0:T' Q PE-1290.E - o 2 �, W a PE-1289.E - SURFACE :.' 1 . <' 3 N W _ 1 - N.T.S. PE=128Z. .. ' e X 4. 4. w V •.W � !gip: - - o o LOT WIDTH VARIES T :JC>D (p a 4 S= Ob. v+ i�11. 14 1'rlr'� 3 .70 cn �o sb SEE PLAN .. 00 %� ,., 2 VARIES r(;=.7� :g cv ry Saomap- is 0 58:50� 55.50 58.50 58.'S0 .- 56.20' ,' •9 MIN. J S4•50 �� a .� W Q � �• - 1 T r f H .- W H J .. 300.• C 'P -1 82: •�� e E 2 .4• � 1 �4 T ���n 286: 0 � J F Vl r- � o x 1 8' . • = li i•� In o p f W w' V 3 4 w. FINISH H PA RA �1 a 4' p �1ROpL2 4 K 4 OA S DRI•'_ EVTC'• r' a• �.... SLOPE PER PLAN . 0" 2 Qlr a ; Q 0. C'• 3 ti .1�• ;.. SLOPE PER PLAN � - B 16• Y , 3 6:' .. 56 i� b 8 �gv _ �` 55.d.0 ... : c.a �.. li 6 ,� w 4 .�r N T R_ . .S. C� r �; G•. •� 2 y 8 Q :4 •.. 8 k - l' '1 8 .• 12 g•• -'F •.1 �►.. x 1 r :N aD 1 V .--.1 •i 8 'h 4s r- N T.. �. SEE EARTHEN .9 r.� �0 W r '\. :i' �1 1- 'G":8dw .9 F _ •'�C 12 '8 BERM TA G 8 B DETAIL T� SLOPE 0 BE CONSTRUCTED T W � RUC ED 0 FORM 1 r THIS_ IS • i 0_ A SMOOTHCONTINUOUS�•. S 00 PLANE FA.� L NE SURFACE 1 _ •:'' DC r3 x l•' X 9 5 W r -` f t 1 1 � � �. yl AND BACK P T R.. ev ROLLED B C O L O REMOVE•':• a f E F S�• o a Aq 2 a2C E 2A9. � ►n � •t O •"'w 1 � . .�. _ AP . Qa '4 r'' PA SLIVER BEYOND PROPERTY r Y ••A •.�. D Slt E BE O D 0 ERTY LINE � irir CC O � .C. r�' `L 4 ct i• I �1 7 - �� •E 9 P 1. o� � cam. � :•-.• 7 . ►:'PE-12 0. ::.. t (V T r � N• Y 'tom f�J 39; P -� 1 w E 285. y� 290.5•F� r -i•.� 1.1 i F 2M.. �► ROUND TOP OF SLOPE r r ^ \• :r •I Y N _ r ti i► LOT PA :X: .ti L D 280 <zr _ Lr ! /' �. "'T n-A-6m T-m 4T• :; Zaf ,... e1`• :V i I �O cJ Ar EARTHEN BERM ET O '•r DETAIL r` /V _ - /^L i• '� •'>~'' i N • :=/ �/'' a�,r..,�. ?,,pp syl j V ' / /� i /. - N.T.S. �" t7 ` y Q :sty": `s• 't L�=1Z85.6' / •l �5 '.:::. DAYLIGHT CUT AND a •� / ... .••••• •••• DRAIN To GOLF COURSE EXISTING GROUND ` ?t SEE DETAIL 'G'THIS SHEET. �� ::.._.. !: o .ot�r ;�.,''�.. .....--•--. AT M N a a Q, ! d` , I . 2% '1......... w J / ............ 50 :::: 4 �• / Op% LOT PAD JI • / / / + �•' / rD40 Pon 5I I - J r �/ .....i , / I .5 6 C. , . . -_ EADO 5 :'► PART al:1�J . . / WZ C.F • . . M 1� PL A d$5;: o J 58' MIN LEVEL LINE PRESrlti -Zi�AIE: Cr. 5 : , � ------_-_-___-_-_-_ _- 1' RADIUS. ;a /,' • ROUNDED EDGE •' . Gj ` �, LOT PAD ROW • • _ 0.5/. MIN `� 1% MIN ?• ` ' ; Q' MEE 3'4TO-C-2000 CONCRETE OR 3'2500 P.S.I.. GRADE 2:1 SLOPE FROM PROPOSED AIR PLACED CONCRETE WITH 1 1/2'X 1 1/2' 17 MEADOWS PARKWAY FINISH GRADE. GAGE STUCCO NETTING c CATCH BASIN AT PEDESTRIAN PATH x-SECTION H E MEADOWS PARKWAY NOT TO SCALE - NOT TO SCALE - N.T.S. Cc r- CONSTRUCTION NOTES: 2:1 J Q INSTALL S'PVC SDR-35. co Q5 INSTALL BROOKS 1818 L% CATCH BASIN R/w 1.0% 1.0% PL WITH NO. 1818 L PARKWAY GRATE 2.O% AS SHOWN ON DETAIL He THIS SHEET OR APPROVED EOUAL. A LEVEL 7.O' C c1 1 W W F-• PL TYPICAL LOT GRADING DETAIL-- DIG A RT N.T.S. ,r CALL CAUTION: BEFORE LD 99-209 GR YOU nIcl EXACT LOCATION OF EXISTING ' 1�00•-227-2b40 UNDERGROUND FACILITIES IS SCALE: 1'= 40' FICK�' 3050 Ch 1 aapo AvwxN Sul+* 100 R I W416,. UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO ' Ca N at bast 2 working days prior to excavating. VERIFY I N FIELD• 40 0 40 80 Calam a WWT ("11) ?U-0?07 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEALS ESSI Designed by Drawn by Checked by SCALE � � RECOMMENDED BY: DATE: Drawing No. COUNTY OF RIVERSIDE B.M.T-29-81 W,�CMEL EDL/SJF EDL/EH SJF/EMR CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor 2-1/r BRASS DISK IN CONCRETE CYLINDER. Horizontal t P Prepared Under Supervision Of IN THE N.N.CORNER OF THE INTERSECTION No.46804 i ACCEPTED BY: S•3° �D OF RANCHO CALIFORNIA RD.NITH MARGARITA DATE. RD. 1.0'EAST OF A 7.0'C.L.FENCE.40'NORTH 1 -40 Exp.b-30-03 Date RONALD J. Inspector OF P.P.(NO NUMBER).94'NORTH OF THE CENTER it PARKS ROUGH GRADING PLANS LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical CIVIC. `! DwARO MIC RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS WITNESS POST 1.0'NEST OF MONUMENT. , - TRACT NO. 28482-3 9 Oats Cmplt'd rF�• ���F� R.C.E. No. 46804 Expires 6-30-03 �, ELEVATIO16 1128.410 (ADJ.9-13-82) N/A R.C.E. 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EXACT LOCATION OF EXISTING SCALE: 1' = 40' • IS A GRAPHIC REPRESENTATION ONLY R�E%PEERM 1-$40-227-2604 UNDERGROUND FACILITIES IS SEE CORRESPONDING DETAILS FOR vemm UNDERGROUND SERVICE ALERT UNKNOWN. CONTRACTOR TO q0 0 40 80 EXACT PLACEMENT. solo ml0 A spit. 1� Callat least 2 works da s prior to exravati coi�torn�a ssso� (on) ?62-0?0? � y �4 VERIFY IN FIELD. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK: SEAL: ESs► Designed by Drawn by Checked by SCALE � � RECOMMENDED BY: DATE: Drawing No. COUNTY OF RIVERSIDE B.M.T-29-81 Mlc c EH EH SJF/EMR CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor 2-1/2rBRASS DISK IN CONCRETE CYLINDER. Horizontal �� P .. epared Under Supervision Of IN THE N.N.CORNER OF THE INTERSECTION w No.46s04 z 'tA` • � P OF RANCHO CALIFORNIA RD.WITH MARGARITA �•-40' Ex .6-30-03 ACCEPTED BY: DATE: 3 RD. 1.0'EAST OF A 7.0'C.L.FENCE.40'NORTH p Date O RONALD J. PARKS Inspector OF P.P.(NO NUMBER),94'NORTH OF THE CENTER EDwARD M[CHE RATICAN DEPUTY DIRECTOR OF PUBLIC WORKS _ EROSION CONTROL PLANS LINE OF RANCHO CALIFORNIA RD. SET FIBERGLASS Vertical TRACT N0. 28482-3 � 21 WITNESS POST 1.0'WEST OF MONUMENT. `rl'TF CIVI\.F���' ,s80, 6-30-03 Date Cmplt'd ELEVATION: 1128.410 (ADJ.9-13-82) N/A CAI R.C.E. No. Expires R.C.E. No. t9744 5 Expires 9-30-01 "'' Sheet 6 of 7 o . G:\d_13194\194ERC 12.dgn PLOT -DATE: 05-MAY-2000 JN 13194