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HomeMy WebLinkAboutBook 1 Pages 44-46 Parcel 8 Rough Grading ROUGH GRADING PLAN CITY OF TEMECULA EROSION CONTROL NOTES: 1.GRADING GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY C� 1. EROSION CONTROL IS REQUIRED FOR GRADING OPERATION DURING THE RAINY SEASON FROM OCTOBER 15 ORDINANCE 99-23. o PORTION OF THAT PORTION OF SECTION 29, TO APRIL 15. APPROVED PLAN IS REQUIRED FOR ALL ROUGH GRADING. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = IXDRAINAGE SWALES SHALL BE A MINIMUM OF 2. IN CASE OF EMERGENCY, CALL SECTION 29, T.7S., R.2W. MICE WILDEY 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 0 10 20 40 60 11 - 1 CALLE ELEN I TA (RESPONSIBLE PERSON) (FIRM) 3. MAXIMUM CUT AND FILL SLOPE - 2:1. SCALE 1 - 0 Iq-518-3-1°8 CITY OF TEMECULA, CALIFORNIA N I A � 0, 24 HOUR PHONE NUMBER 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. PRCVE'CT 4 / 3. THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSION CONTROL. WORK AND INSURE THAT WORK IS IN Nh4.I LOC4 n01V PL DATA c J r�� r Ql ACCORDANCE WITH THE APPROVED PLAN (IF REQUIRED BY THE DEPARTMENT OF PUBLIC WORKS). 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOIL ENGINEER WHO SHALL CERTIFY THAT =CC m EXI5TIN6 CURB �� i' ���jQ 4. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' / N 40 43�� 4 GUTTER r / THERAINY SEASON. NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE AND STOCKPILED AT DEEP. ° a=:� �.. �. N Sq°2q'47" IN 56. �� � ;� CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY DEVICES WHEN RAIN IS GRAVEL BAG v ��� j IMMINENT. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA S ENGINEERING DEPARTMENT A WRITTEN Q�� %P0 5. DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE DEPARTMENT OF PUBLIC CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR t0 LA YOUT DETAIL PL DATA ��� 8 6. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO THE LINA, GRADE, ELEVATION, AND LOCATION OF � �; •qq � CUT/FlLL SLOPES. NTS � ° / WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY (40) PERCENT. R,&�` N 8q 2q 47 W / � FROM F BROW DITCH - 1'A� / j� \��Q� 7. AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED OM CHECK BERMS,S, SILT L FENCES, AND 7. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100YR Q STORM FLOWS, ALONG TOP OF CUT SLOPES. ry / DESILTING BASINS, ETC. 8. GRADED AREAS AROUND THE TRACT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE 8. FINAL COMPACTION REPROT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. BERM (A 21 CUT �� , i / CONCLUSION OF EACH WORKING DAY. ,/! % 0� 9. THE DEVELOPER SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRILIMINARY SOILD INVESTIGATION VICINITY MAP � � ���j'Z TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUS CONDITION. BY B&F SOILS DATED APRIL 7, 2003 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE 2:I FILL r THU CONC. MATH WW 1.4 N.rs u1 / 10. DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS ARE COMPLETE SUMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND THERE IF IS 40 OR MOW OF i / HORIZONTAL TRIBUTARY AREA %' j/ a` PER ROUGH GRADING PLAN. CERTIFICAITON THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS AND CERTIFICATION 11. T TYPICAL BERM ' rn / HE DEPARTMENT OF PUBLIC WORKS RESERVES THE RIGHT t0 MAKE CHANGES OR THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ZEX15TINC-7 CURB MODIFICATIONS TO THIS PLAN AS DEEMED NECESSARY. BROW DITCH DETAIL ;!; / 12. INFORMATION ON THIS PLAN IS FOR EROSION CONTROL ONLY. ALL OTHER INFORMATION IS SUBJECT TO 10. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING NTS APPROXIMATE ,;'' % / tJ CUTTER FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT LOCATION OF : . / �, =_ 13. TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES PRIOR t0 FINAL INSPECTION FOR EACH LOT. EXISTING GUR5 , • PERMANENT PLANTING. ENGINEERING DEPARTMENT PHONE: 909-694-6411 6U•r-i-ER �! �'�`S �' • '. A 14. AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL BE MAINTAINED AT ALL TIMES (INCLUDING ACCESS TO NEIGHBORING PROPERTIES). 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN rr r �yl 15., NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORM DRAIN INLETS 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION EXISTINb �% � � •� SHALL OCCUR DURING THE RAINING S=ASON UNLESS ADEQUATE 6RADE POND i %' ry (TF 1 •'' j� 0� �� TEMPORARY ERMANENT DRAINAGE FACILITIES HAVE BEEN APPROVED AND INSTALLED TO CARRY AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17.06 (RESIDENTIAL) OR SECTION 17.08 - - ---- -- 510ENGE �� t TI %// v (COMMERCAIL/INDUSTRIAL) PRIOR TO THE APPROVAL OF FINAL INSPECTION. �j EX N6 1 V• SURFACE WATER TO THE NEAREST PRACTICAL STREET, STORM DRAIN OR NATURAL WATER COURSE. .F. 133?.5 �' �'' / I qq.o) BETE /� / ,� 16. THE DEVELOPER SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM RUNOFF WILL BE 12• NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HA:� BEEN CLEARED OF WEEDS, DEBRIS, F is. 1331.0 % ., ;� TO BE �� �� NN CONTAINED WITHIN THE PROJECT OR CHANNELED INTO THE STORM DRAIN SYSTEM WHICH SERVES THE TOPSOIL AND OTHER DELETERIOUS MATERIAL. PROP. 2:1(MAX) '_' ' - r�� I RUNOFF AREA. STORM RUNOFF FROM ONE AREA SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF ' OUT SLOPE 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, �, rI�^ IRRI ATION I I I 17. CONFORMANCE WITH THE REQUIREMENTS OF THIS PLAN SHAM IN NO WAY RELIEVE THE DEVELOPER FROM AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A REGISTERED (TW 130 _-- -`'��aj9`---- AL, I ,11 I C HIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL SHALL ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. (� I ' U U' �- 1 P•�-• 1321.1 �� CONSIST OF, BUT NOT BE LIMITED T0, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH MEASURES AS %;' _/ �• _ ���� 4��, ARE NECESSARY TO PREVENT, CCNTROL AND ABATE WATER, MUD AND EROSION DAMAGE TO PUBLIC AND 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, PRIVATE PROPERTY AS A RESULT OF THE CONSTRUCTION OF THIS PROJECT. GRAVELBAG LAYOUT SHALL BE INSTALLED AS SHOWN PER PLAN AS �� '• T.W. 1324 °° 18. SLOPES CONSTRUCTED PRIOR TO OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL PRIOR t0 OCTOBER TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT DIRECTED BY THE CITY INSPECTOR OR JOB ENGINEER. ; .,' / 1 W i N5TALL APRON PROPERTIES. A. PROVIDE 2-HIGH GRAVEL BAGS ALONG TOE OF ALL FILL �LOPES. '% ✓ �0 4 RETAINING WALL 520 y�`�'. PER. G.O.T. 15. SLOPES CONSTRUCTED AFTER OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL AS THE i ' •+a �� / ILD O MATCH-SLOPE --� d �� CONSTRUCTION OF SLOPE PROGRESSES N INCREMENTS OF 25 FEET OR LESS MEASURED VERTICALLY. 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. B. PROVIDE GRAVELBAGS IN SWALES ON PROPOSED PAD A/T 50 ! ILD TE PERMIT \, H STD• 20�1 19. FILL AREAS WHILE BEING BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION PRIOR TO FINAL INTERVALS. (SEE DETAIL) • •. • .// 1 / ° / ��REMOVE EXISTING GRADE, SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND THE SILTATION OF 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM i / �(j ij _ ----- - 5TRUGTURE, ROUTIN DOWNSTREAM FACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING o / ors (TW o . / �� 00 W TER A ONTO DRIV LIMITED TO: TEMPORARY DOWNDRAINS, EITHER INTHE FORM OF PIPES OR PAVED DITCHES WITH PROPERTIES DURING GRADING OPERATIONS. (TI= 13 ��j �g°I° I ����\\ PROTECTED OUTFALL AREAS; GRADED BERMS AROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY ; Fv����� ° �y d i I ��� SURFACE RUNOFF; CONFINED PONDING AREAS TO DESILT RUNOFF, TEMPORARY CHECK DAMS IN TOE OF 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE-TENTHS (1.5) SHALL BE SUMITTFD BY SOILS �� SLOPE DITCHES TO DESILT RUNOFF; PROTECTION SUCH AS SAND BAGS AROUND INLETS WHICH HAVE NOTENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. / � / ��� / ° I I � ������ BEEN BROUGHT UP TO GRADE; AND EARTH BERMS AND APPROPRIATE GRADING TO DIRECT DRAINAGE AWAY S WA L E G R A VEL B A G LAYOUT DETAIL I L % / / I I FROM THE EDGE OF THE TOP OF SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ON THOSE FILL AREAS R SPECIFIC / � 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE S EC ' • ' / U. 6� I I WHERE EARTHWORK OPERATIONS ARE NOT IN PROGRESS. / ° I ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION • ! 0 I 20. TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLAN, SHALL BE CONSTRUCTED PRIOR TO WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND �% 'y V ° °,mom ° I ! I STI NG EXCEEDING TWELVE (12) FEET OF CUT MEASURED VERTICALLY. SHALL BE GIVEN. ! a ° i FENCE 2 . CLEARING AND (RUBBING SHOULD BE LIMITED t0 AREAS THAT WILL RECEIVE IMMEDIATE GRADING. ° I EROSION CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS WHICH HAVE BEEN CLEARED AND 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR / (TW 130 ' I ° I j FIRE 5PRINKLERS TO BE GRUBBED PRIOR TO GRADING OPERATION, AND WHICH ARE SUBJECT TO RUNOFF DURING THE PERIOD FROM ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL 13 33O I I OF THE RAINY SEASON. THESE MEASURES MAY INCLUDE BUT SHALL NOT BE LIMITED T0: GRADED DITCHES; • I N5TALL.ED I N ALL BU I LD I N65 BE PLANTED WITH APPROVED TREES SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON BR SHBBNRRIERS AND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGETATION BEYOND LIMITS ' / ) �:• j I I CENTERS; TREES 20' ON CENTER; COMBINATIONS 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL .• i / �• I I 22. DEPARTMENT OF PUBLIC WORKS' APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.r. d i I RESPONSIBILITY FOR THE CORRECTION OF ERROR AND OMISSION DISCOVERED DURING CONSTRUCTION. 4// / / '~• . / d ° ° H.P. F L. 35.0 I I PROMPTLY I T AR N t 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A � �'�" UPON REQUEST, THE REQUIRED PLAN REVISIONS SHALL BESUBMITTED O THE DEP THE • • t ;' W 13 I i OF PUBUCWORKS FOR APPROVAL. MINIMUM OF 3 FEET. '23. ALL GRADED SLOPE AREAS 5 OR MORE IN HEIGHT SHALL BE HYDROSEEDED UNLESS SUFFICIENT NATURAL ' I I 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. • 6 X T INI VEGETATION HAS BEEN ESTABLISHED AS DETERMINED BY THE CITY OF TEMECULA INSPECTOR. dew' TQ A d ° �b IZ •' 24. JUTE NETTING SHALL BE INSTALLED ON ALL SLOPES OVER 10 FEET HIGH. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY (r I '•: %/ BUIiD TO TCI�T ° ~ B 110 E3 �� LEGEND CONSTRUCTION/GRADING. I SEP TE IT ° z I I� IST. ° d s co�c CONSTRUCTION NOTES QUANTITIES 150 .D 11- __- tbeo) Clow., 4 EXISTh:G CONTOUR G�� GON5TWJGT P.G.G. PAVEMENT 6000 5>F 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPUCATN AND HIS ENGINEER / ,o / 11 FROM THE RESPONSIBILITY FOR THE CORECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON • /% f' d rY' ° F.S. 36.1 1 10 tea INTERVAL = 5 C IN5TAL,L• 6RAVELSA65 PER D TAIL 500 EA REQUEST, THE APPROPRIATE PLAN REVVSIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND I X ISTINS► REMOVE CA)RB AND SUTTER 20 LF APPROVAL. ° PROPOSED CONTOUR �33�-~ REMOVE CONCRETE V-DITCH 20 LF •' ! a d° d d I 1 24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM ° ° I I DRAINAGE SWALE STATE OR FEDERAL WILDLIFE AGENCCES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED •' •4 TING AiNIN °d °° ° �° F.5. 36 I I d SPEICES ACTS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES •• � L WIT V-DI ° / a F� 565 ( � HIGH POINT HP FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. iN 151 .O .,� / d 9 a ° ,eglveSo I I FLOW LINE FL (TF 13 4.6 T I Oy+E .5 I oft11'PP'°p o l �' FINISHED SURFACE FS • . 'S• °��°) B. 3�°'° ° �� 1551.0I a APPROX. EARTHWORK QUANTITIES SOURCE OF TOPOGRAPH •6= 1 GRAVELBAGS (NOT TO SCALE H.P. F.L. 36•'7 g 8� I j .P. FL. .O NOTICE TI CE TO CONTRACTOR CUT 2500± CY IMPORT 0 CY LIMITED FIELD SURVEY, FEBRUARY 15, 2003 l -------- -- -- ----- FINISH FLOOR ° , ______ THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY BENCHMARK • • d ° �N.PF.5. s ` FINISH PAD FP FILL bot CY EXPORT 2240t CYNj� d d F.S. 36 ° PIPES OR STRUCTURES SHOWN ON THESE PLANS ARE d Y, 42 ° � NOTE: EARTHWORK QUANTITIES ARE ESTIMATES ONLY AND DO NOT INCLUDE • XI I S ° ° ° W' 'O T.W. 42.0 F'.5`35.8 I r/ POINT ELEVATION 9�,_0 OBTAINED BY A SEARCH OF THE AVAILABLE RECORDS. RET I46 BjN.-36. , d ° �� APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA, SHRINKAGE OR SUBSIDENCE ALLOWANCES. THEY ARE ESSENTIALLY FOR SEE BELOW ° 1594. 36.C� �JDAYLIGHT N G �� EASTERN MUNICIPAL WATER DISTRICT OR RANCHO CALIFORNIA PERMIT PURPOSED ONLY AND NOT INTENDED FOR BIDDING. ADDITIONALLY, �` d d 556.5 g��c, �� OJ LIE WATER DISTRICT DOES NOT CONSTITUTE A REPRESENTAITON THEY ARE SPACIAL VOLUME ESTIMATES AS INDICATED BY THIS PLAN. OWNER AGENT '• ° a ° s4r a °d° .5. r36.. 1 ° ° �� ��� RIP RAP DISSIPATOR 5 x 5 x 12 AS TO THE ACCURACY OR COMPLETENESS OR THE EXISTENCE THE CONTRACTOR TO DETERMIN THE EXACT ( 1305 3) ° �St THICK CLASS 1 ROCK UNGROUNTED ® OR NON-EXISTENCE OF ANY UNDERGROUND UTILITY PIPE OR IT IS THE SOLE RESPONSIBILITYOF MIKE WILDEY d . • •• ° PROPOSED 2:10- GUT 5LOPE OJ �. STRUCTURE WITHIN THE LIMITS OF THIS PRO�CT. THE QUANTITIES FOR PURPOSED OF PAYMENT AND CONTRACT DOCUMENTS. THE 25416 BOXELDER DR. • Xisr 8 PARTICLE SIZE MIN. CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY UNDERSIGNED ENGINEER ACCEPTS NO RESPONSIBILITY FOR DESCREPANCIES IN 1 Ns il_ MEANS TO PROTECT THE UTILITY LINES NOT OF RECORD OR THE EARTHWORK QUANTITIES. MURRIETA, 70 92563 (TN 13 13oq.5 (I (TF 1332.5) / p T.W. 1342 - N Sq°31'S0" W - 30q.3S' �j (TF I 13 yy 1331 �� PROPOSED SLOPES SHOWN ON THIS PLAN. PA MAY CHANGE UP OR DOWN TO 619- 1 - � ) (1 32 _ �) (� � �� `��) CUT OR FILL AS ADDITIONALLY, THE ELEVATIONS OF THE D CH ASSESSORS PARCEL NO. - > OJ r �� INDICATED 2:1 MAX BALANCE THE PROJECT. THERE MAY BE IMPORT B GHT ON THIS SITE FROM '• TN ! 2q.5) T W I342 O S E NEEDED J VARIOUS OTHERS, TO BE DETERMINED AT THE 71IME OF ADING. (!3 J� (TF 1320.5) W 13 2.8) B.W. 133� -0 ' ,q TOE it p ) Z! (TF 1326.5) o DUE O NO TRIBUTARY AREA . A 95 7-310-030 6 MAX RETAININb WALL FENCE LINE - - -- (1550) LEGAL DESCRIPTION r . 13�4.q EXi5TIN6 --------- - - -- rrrr �r �'• 15 4 CURB 4 BUTTER (TF 1322.5) BUILD TO MATCH SLOPE (1550) TINE b�RlidC INF.I'J'WTS L BUILD UNDER SEPARATE PERMIT _ _ _ �¢ \ PORTION OF THAT PORTION OF SECTION 29, e�e�ve LOT 121 SECTION 29, T.7S., R.2W. BouNnARY INFORMATION of Su�,�E�T 5I TF. NOTES: , ,_ - -� � � � � -- - CALLE ELENITA (1525) ---- - - -- - - -- = - -- ---- - ----- -- -- --- --------- ------ ---- ---- --- 0525) CITY OF TEMECULA, CALIFORNIA THE LEGAL DE5GR I PT i ON FOR TH 15 LOT GONTA I N5 &RO55 ERROR5 PROV I D I N6 Q LANDSCAPE EASEMENT PER I N5T. NO. 2a2022, DATED 5/50/02 W 21 NMAV C 0W WCM NO TECHNICALLY U5A5LE DE50R1 PT I ON OF TH 15 LOT. THU5 THE BOUNDARY ExP TIN6 `'I'r v PLANS PREPARED BY: INFORMATION WA5 PIECED T06ETHER FROM INFORMATION FROM TRACT NO. ® LANDSCAPE EASEMENT PER IN5T. NO. 50g584, DATED 6/`7/02 vec ex T N 22148 PA E 10 AND PARCEL MAP P-1�46. THE92#0 ` - -- Mr I�b„ VANDENBERG CIVIL CONSULTING �A� 2320q, PAGE II, TRACT O. 6 � LANL75GAPE 4 SLOPE MAINTENANCE EASEMENT PER INST. NO. 84526 DATED 2/5/03 (1300) (1300) 31582 RAILROAD CANYON ROAD BA515 OF �3E��R1 NG WA5 FROM THE EASTERLY M05T LINE OF 5A I D LOT PER I TRACT NO. 2520Q, 5HEET 11 OF Ict. THERE 15 A 0.2-71 BUST PER THE BOUNDARY ® ROAD AND UTILITIES EASEMENT PER TRACT NO. 252og 320/8g nROS!S '_::�FG-T'I ON A-A CANYON LAKE, CA 92587 DESCRIPTION DESCRIBED BY THIS 6RADIN6 PLAN. (714) 392-1219 PRIVATE AGGES•� EASEMENT PER TRACT No. 232og H-5r ALE 4 V-5GAL E I "=50' (775) 263-6343 LD03-109GR UNDERGROUND SERVICE ALERT DATE BY REVISIONS Accl) BENCH MARK SEAL: D" 09 �am 04 u�+•�•a � Pr-cm" No. SCALE REbo D BY• DATE: G I TY OF TEMF.0ULADEPARTMENT OF PUBLIC WORKS 5/I8/O6 JO EX157'I IN6 IMPROVEMENTS ALONb LA � BY I" I.P. LS ?I"18 IN THE � `� � BV CALL: TOLL FREE SHEA HOMES ADDED, AS PROVIDED BY 5OUTHEA5T CORNER OF Horizontal �� l a n s Prepare Under S u e r v i s i o n O f 1 - 0 O HOMEOWNER (IMPROVEMENTS NOT SURVEYED). SUBJECT LOT. " ' � p P *r DATE: -` 8 PER CITY REOUE5T, ENTIRE HOUSE PAD LOWERED 1 =20 $ ROUGH GRADING PLAN 422 4133 15Y- 2 FEET- Date '� DEPUTY DIRECTOR OF PUBUC WORKS EL.EV. 15441.5 Vertical ti QUEVRMYBRY RONALD J. PARKS PORTION OF THAT PORTION OF 5EGT1 ON 2q, �9� v�� SECTION 2q, T.75.1 R.2W. AS NOTED � E. NO. 55601 Expires 12- 31 - 2006 R.G.E. Nn- 19744 Exp ires_ 9/30/2005 CALLE ELEEN I TA 5heet I of I TWO WORKING DAYS BEFORE YOU DIG .