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HomeMy WebLinkAboutTract Map 29929-1 Lot 12-15,60-63 Precise Grading GRADING NOTES 9 99 �MlTract 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING No . �� 99 CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE recise Grading In SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM 15 215 OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . HAS 1 OTS 1 �15 AND 60 - 63 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BEON D E UNDER THE SUPERVISION OF AM CO PETENT In City of Temecul St te of a i orni SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY111111116 15 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGEND sw ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 0000.00 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB TC ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. TOP OF GRATE TG 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG EDGE OF PAVEMENT EOP TOP OF CUT SLOPES. � _ Owl's 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN INVERT ELEVATION IE v �� S ONE FOOT. FLOW LINE FL g �� 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF all vTHE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES HIGH POINT HP DATED AUGUST 15, 2001 . TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE FINISHED GRADE FG v VICINITY MAP ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- Cn MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED SURFACE FS NOT TO SCALE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 0 V, � GARAGE FLOOR GF 0000.0 p� S 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING � Q R DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE PAD ELEVATION PE 0000.0 1 sj PROPERTY LINE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 4 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 0 / _ EACH LOT. FINISHED FLOOR FF 0000.0 EDGE OF AVEMENT i m N S ACCESS 1 1 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL �j EASEMENT -�H - nIL -�- - SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL WATER SERVICE -*mF BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE SEWER SERV I CE S is P GARAGE I N I 6 GARAGE PLAN FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT S R CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. p� AREA DRAIN .1 DRIVEWAY � �� � LOCATION I ONEPERPLAN P B B IN 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS _._ _ Ste , FF PAD z BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS SLOPE Qp' s tl� p 40 - - FF MATERIAL. _ - - 'y 4QB . 6, o 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED THE TERRAIN / RO ' MI ' LOT NUMBER � � �� S V�j '�D PER AN PLAN w-p-AN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. j ZI PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT O �Opy V� " PATIO o PATIO o OF FILL MATERIAL. UNIT TYPE/ELEVATION \ e fi MIN.- RETAINING WALL q j y R MUDSILL LL PER SEPARATE PLAN '' ' `" 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF O �� IN GARAGE AREAS R W SIDEWALK PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL INVERT ELEVATION IE _ SILL IS 6" MIN / PARKWAY SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO GARAGE FLOOR CORED CURB UNLESS •-_- _ ABOVE GARAGE CURB OTHERWISE NOTED ADJACENT PROPERTIES. BACKWATER VALVES Ow) FLOOR SLAB PER PLAN ilia iI'i vp 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED S ENHANCED ELEVATION TYPE EH BY THE DIRECTOR OF PUBLIC WORKS. GARAGE DETAIL TYPICAL LOT D il, 16. ALL EXISTING DRAINAGE COURSE ON THEPROJECT N.T S EC SITE MUST CONTINUE 'X N.T.S. DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE \ ,i, l �j MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO �'� i!�'':1 CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. Q I '!� O 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT A�► 3I AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. r Ao R j 18. A REGISTERED CIVIL ENGINEER N R HA �' ! j R/W E EE SHALL SUBMIT T CERTIFICATION OF BUILDING SHEET INDEX ;', ! j► 12' 3 UTILITY EASEMENT • PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 1 . 0% 5 5 Rio TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- SHEET 1: INDEX SHEET ACCESS ESMT. IM N• S/W DARKWAY TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL SHEET 2: PRECISE GRADING PLAN DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SHEET 3: HORIZONTAL CONTROL AND FRONT YARD WALL TOP OF WALL 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE4z �`,P� PER PLAN PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES 1.0% Q� 1 .0% Q 1.0% F�1 .0% 1.0% OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE MIN MIN• MIN• MIN• MIN. N °° °° °°°° PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 4" PVC . P P� COMBINATIONS,NAT I ONS SCALE: 1 = 100 SLOPE PER PLAN �- �,Q� PES E SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; , 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT FOR ALLEY CONSTRUCTION �, G Q IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER r' SEE ACCESS ALLEY DETAIL ¢ �Q- FS 2.0 MIN. •�G R pLAN f'` LOTS I NCLUDED Q 10.R. CONSTRUCTION NOTES & QUANTITY ESTIMATE �' ZE PO 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT NO. ITEM QUANTITY UNIT P� P� 0.5% MIN Nl 00 LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. LOT GRADING (8 LOTS x 50 C.Y.) 400 CY P Q`� tib' Q� Q�'P � O Q� �Q- ti co 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. AN Y 2 INSTALL 4" P.V.C. SCHED. 40 1300 LF 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR " I N �AELEV, o TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. Q INSTALL 6 GRATE PER N N.D.S.D S NO. 40 OR EQU I VALENT 44 EA F a w SECTION A-A �4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER 10 E A PAD ELEV. 24, bol N.T.S. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE CITY OF TEMECULA STD. DETAIL 303. 2 3' �IIN �o THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE e - R COR- � � o RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON " I 10' 10' 2' 3. 16' MIN. R 3. 16' MIN " 0 REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED Q -- -- -- - BASE 0 3 Q 6" MIN. fi MIN. � e TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. e � 8 2g*jgT.RwG:r II (;wT 147 EF . 1fi MIN 1 1 2. 16 MIN � to 3' MUDS I LL * * MUDS I LL I ARIES VARIESN QIP FG uj FG (n MIN 11 I•g ° 1.Oz Q�� 1 •Ox EXTRA DEPTH EXTRA DEPTH a 0- ,�; ° °°°°°°° -° °000000011, °°°° ° <" MIN• FOOTING -q c� MIN• FOOTING r 23.67 23.67'- 23.67 =PAD ELEV-FG '• '' ' =PAD ELEV-FG a, CV TYPICAL FOOTPRINT SEE TRACT 29929-1 ROUGH GRADING PLAN WHERE NECESSARY WHERE NECESSARY N SCALE: 1" = 40' FOR ALLEYWAY SECTION AND CONSTRUCTION MATERIALS 12"OR 18" MIN. 2: 1 MAX. 3" 12"OR 18" MIN.*** 2% MIN. MIN. 2% MIN. FIDE SOURCE OF TOPOGRAPHY OWNER DEVELOPER BAST F BEA RIN ACCESS ALLEY 21% MAX. 21% MAX. O ALE PLANNING ■ DESIGN ■ CONSTRUCTION S G NOTE SECTION B-B w /'�.� PHOTOGRAMMETRIC SURVEYS, INC. LENNAR COMMUNITIES N.T.S. CALL T27M YNU ROAD,8UrI 400 647 MAIN STREET, SUITE 1A 391 NORTH MAIN STREET STE. 301 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42 51 '35" WEST UNLESS OTHERWISE NOTED N.T.S. z A,cALA92sm- RIVERSIDE, CA. 92501 ( ) FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN ** VARIES PER SOILS REPORT o 1-8W-42 33 (909) 686-5103 CORONA, CA. 92880 ON A MAP OF TRACT NO. 29286, MB 298/86-89. CONTRACTOR TO VERIFY: IF THE SWA_E FLOWLINE IS LESS Qi CONSULTING 909.676.8042 ■ FAX 909.676.7240 • www.RBF.cam DATE OF PHOTOGRAPHY 8/5/98 (909) 817-3600 THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS LD03-222GR o TWO WORKING DAYS BEFORE YOU DIG A MINIMUM 6 BELOW SWALE FLOWLINE. (SEE SOILS REPORT) LD02-205GR Q J CONSTRUCTION RECORD DATE BY REVISIONS DATE JACCT) BENCH MARK DESIGNED BY DRAWN BY CHECKED BY / DRAWING NO. o SCALE Q�pIESSt0 RJB RLS MCH RECOMMENDED BY: DATE: gLBI a� Nr of MMM WORM 8/03 RBF 1 REMOVED NOTES 5 & 6 FROM PLAN; EDITEDCITY QF TEMECULA 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �O w C. i CONTRACTOR ALLEYWAY SECTION. CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL �t.� ,`� ' 'yt fa, PLANS REPAIRED UNDER THE SUPERVISION OF COUNTY BENCH MARK T--46-81 RESET 1997" ACCEPTED BY: DATE: 3 o T TRACT 29929-1 PRECISE GRADING o EASTERLY OF THE CENTERLINE of SR 79 AT AS NOTED � Nn.63494 ^ DATE: v�Z�� 7 RONALD J. PARKS �` PHASE 1 INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE a Exp ����� 'bLO OVER SANTA GERTRUDES CREEK; 4.5 4 MATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS g - < NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL sf' Cl v 1` �,��� LOTS 12-15 AND 80-63 Q DATE COMPLETED CONCRETE SIDEWALK. _ ff EDR.C.E. 63494 9--30-06f eea o ELEVATION - 1097.163' AS NOTED or C A�1 NO. EXPIRES: R.C.E.C E NO. 19744 EXPIRES: 9-30-05 ''� SHEET OF a_ �- L u co N 4" PVC R 00 REMOVABLE PLUG FRONT YARD WALL 33 34 35 4" WYE TG PER PLAN STOWE ROAD " 3 PVC "t ;w'. -, ,. .- IE PER PLAN _- , p�. 4" PVC �v TC•79 G ao J w �' 12• C ' . �G R P°�-�'N SLOPE PER PLAN R / w ZE oz rnFTGR PLAN S J w " y "` R PLAN 5 PARKWAY :x,--,, 1 AV/AR -�`. Io 11.96 I PUE Lb 13.0 FP 2 B.0 LF \ 5' S W '. or 12.3 TG 1.OX o _ _ _ 0 � -r :r S T� 11.7 I E 3 00o+?�+ ^^'� N• ^ - 3 C_ � ry �t 12.0 IE LM 1 "' 310 r Nf 1. Fqp r7 2 R 2 \ 3 R FF 1114. * 1 7 K 11. o �°° r A 15 H �� ; ' � PE - 1113.2 •o u o u _._ _ 0 O T 3 I p'� I FF = 1114.0 z - 5' g' R/W n � rn0 12.09 I 3 2.4 IE y�� PE = 1113.2 12.8 TG 3 6_ - " t .` 4 WYE AS REQUIRED SIDEWALK 1 1.0% 1.OX 13.1-1 P 11 1.79 TC I •• FL OF PIPE 1/2m " INSTALL OX 1.0% 13.1 FP 1.OX 3 ABOVE GUTTER 6 REMOVABL l 4 2.0% 2.0% 12.9 TG E FLOWLINE PLUG MIN. 12.4 n �� n 12.4 I 3 r 1 INVERT ELEV. 4" PVC , /rl R ® 2 '�� .4 w; 3 T 9 PER PLAN J 2% `-' �r •�.�-t _ +-c:�_ Icy,= QD # rnLi FF = 1114.2 'o o ° " .• M rr: `.,. 1113.4 N � FF = 1114.2 e I ter. rn0 >� 1113.4 -• - -w.,.,G;:}c ' • _--;,.. .. -.-,`-•+ - _=-;=_•:��-_��. 13.1 TG � FCSilaip-7 Li 13.0 TG - • - ' • - 9 71 1. 12.6 IE 1 3 '1 13.3 FP 13.0 TG _ _ 1 OX FP 1.OX �- -� � 3 12.34 IE 1•� 13.3 _ _ \,,, � 1.OX 1.OX 1.OX 1.61 TC I 4 4"x4"x4" TEE RETAINING WALL PER "' �, 3. I v, 1 (2. CURB k GUTTERLANDSCAPE ARCH. PLAN N 2 1 8 F 12.6 IE 3 fri IM 1 R 1" AV/ I 3"x4" REDUCER AND BY SEPARATE PERMIT 12.5 r� 2 °' D EM $ " (SEE SHT 3 FOR TOP OF WALL) TC 0 -6 8 FF = 1114,4 _I N r w 3 MIN PVC (SCHEDULE 40) g TC 1 2 TG � = 1113.6 $lo�. •- .4� � I N 2�0X PE = 11 14.4 Im O TA I N I NG WALL PER I 3 13.2 TG N N �_I MIN 13.fi 2 LANDSCAPE ARGi. PLAN E � EVC °f O 3 3.4 �• IE 3H T w AND BY SEPARATE PERM I T 1.0% 1' 12.9 I k°� 1 3 EMATM (SEE SHT 3 FOR TOP OF WALL) 13.51-P 1.0% 1.Oz F. 1.OX •� ��.5p I cn 13.5 ►-p ~; 1.0% 1 5 3 6.2x o 2 1 "� _- x - R 2 - ._ -i ,w 0 = INSTALL POLYETHYLENE o C K N E FF : 1114.6 n► 2.0% � cc PLASTIC JOINT MATERIAL P) 7 X - 1113'8 ~'- MIN, r•S 1 1/2" MIN. COVER "QUICK JOINT" OR EQUAL .�N FF = 1114. �•' o k '_ F�� 3 rn O M k TC � � � 1113.8 v, O N.z 3 13. T N •d' ` _ _ N W _ _ .--. ' ►- 0 4 � � 13.1 I � z _ 1102 7 I 13.4 TG 1.OX MIN. •b2 TC J r�a:::: ti:• - 64 _ 3 12.2 IE 13.7 Fp 1 3 16 IE 3.4 TG 11• " fi" z = 1114. 1 � gN `�_ 11 11.42 IE I �o v'O PE $ 1113.9 Q SEE TRACT 29929-1 ROUGH GRADING N SECTM PLAN FOR CONSTRUCTION OF ALLEYWAY E v M 0 r- 10 0 00 N 00 Y U W O m m LOT NO. ENHANCED REAR ENHANCED SIDE BACKWATER 0 ELEVATION ELEVATION VALVE o 12 NOT REQUIRED N 0 13 `- -- NOT REQUIRED a 14 -- -- NOT REQUIRED ko po 15 X RIGHT SIDE NOT REQUIRED 60 X LEFT SIDE NOT REQUIRED w 61 NOT REQUIRED a CONSTRUCTION NO TES 62 --- -- NOT REQUIRED 63 -- -- NOT REQUIRED �2 INSTALL 4" P.V.C. SCHED. 40 rn �3 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT N O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER UNDERGF�OIlND SERVICEGE)N6:FRUGT- 3" AG Wy' SFA6 GOAT OVER cz) DETAIL ON THIS SHEET PLANNING DESIGN ■ CONSTRUCTION 1wU SCp %A h"TRI 3' WfBE RIBBON ,...1. ER Ld CALL TOLL FREE . . . 27&Z YNQ ROAD,surf 400 20 0 20 40 60 1-800-422-4133 TEMcuLA,CALiFORNA 925W4679 Z CONSULTING 909.676.9042 - FAX 909.676.7240 ■ www.R9F.com * SIDEWALK ADJACENT TO ALLEY, 1.0% MIN. CROSS SLOPE 0 (SEE PARK AND PARKWAY PLAN) �LD43-222GR o TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE LD02-205GR Z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENCH MARK SCALE DESIGNED BY DRAWN BY CHECKED BY //��//__ __ ��� NO. o 8/03 RBF 1 REMOVED NOTES 5 k 6 FROM PLAN Q�OFESSIp�� RECOMMENDED BY: DATE: ALT o a RJB RLS MCH CITY OF TCIEP of PUBLIC wQ U CONTRACTOR HORIZONTAL q3� '� 'w 'St �"� PLAN PREPARED UNDER THE SUPERVISION OF C rn ACCEPTED BY: DATE: 03 T TRACT 29929-1 PRECISE GRADING 0 INSPECTOR SEE SHEET 1 AS NOTED � NO-63494 -ft $ Exp. 9/30%6 r DATE: _ _??,07'2'12?? RONALD J. PARKS PHASE 1 MATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS DATE COMPLETED VERTICAL sf'l C/ �� Q���� _ _ LOTS 12-15 AND 60-63 AS NOTED OF C A�� R.C.E. NO. 63494 EXPIRES: R.C.E. NO. 19744 EXPIRES: 9-30-05aoQ •>� PRECISE GRADING PLAN SHEET 2 of 3 it7 \ 00 \ I N � m r 3334 I 35 \\ STOWS ROAD - I NAV co Q /001 w J 98.00' in \ .� ti •p 13.0 tO \ WALL15 \ S i 1.5' g g \\ 6 � /2R\ \ i $ �L FF - 1114.0 N 15' A © 13.0 Tw O 6" PE 1113.2 N N 3, FF - 1114.0 ALL 3.66 � PE = 1113.2 113.00' 3.6614.fi7' - 3.48 45.98 4.77' 3.17' 113.00 ,��• 1 .32 82.47 3acc ' n 5.54 10 RETAINING WALL PER • AR2411 7 BEGIN LANDSCAPE ARCH. PLAN \Dj 20 M WALL 88. .5' AND BY SEPARATE PERMIT LL 10'. 10' 0600 x I C I ' FF 1114.2 _ WALL = 1113.4 6 17.18 FF 1114.2 3 STEPS 1 ' 18' co 1113.4 END c� "� n WALL n I 3.15' .52 � 17.52 3.63' 113.00' �D '� 1: 113.00'I 5.65' �- I N •n 3.37' � 6 I`� 4.92 23.21' 11.61 W c' � G' 1 R BEGIN7. s rc 1 3. 19 I$' � � 18' , 8 � o� 18.31 c�'i -- 5 1 B EW "� 15.09' � 3 STEPS 5' c N Egf� O 6" END S W RETAINING WALL PER S W FF = 1114.4 � PE = 1113.6 M LANDSCAPE ARCH. PLAN 1.5 3.44' 6 16.33' AND BY SEPARATE PERMIT Q 3.5 77.33' 3.17 / 0 3.57' � • WAL N 113.00 4.11'6.67' 7.68 3.68' 113.00 8 45.99' 4.58' 50 i 2 L r v 14.6' 1�• I 0 6 3 F 7.01• 19.58 � *2 cb 4.85' 5.99 TC Z ` alEau . 16 a EIS L+ N 1114 WALL a FF = = 1113.8 I - m PE y 1114.6 �- I - _ 3• 1113-8 '� O 6 3 12.97' 3.33 M 7.63' 0' ui 45.5. w Y 3.63' 113.00' 3.81' - N y7. 4.79 113.00, `� '� 16.0 ' I � 00 A E CL r ro ro 0 r w m Q U V) 0= C7 3 0 rri 0 o ; ca a W N Q 2 0- ch N rn rn N U Q LN)ERGIR"D SERVICE ALEWPLANNING ■ DESIGN ■ CONSTRUCTION � . w SCBE. w TOIL F1EE 27�a YNEz ROAD,surrE 400 ML a ■ ■ ■ 20 0 20 40 60 Z 1-804-422-4133 Ta� � CU�A,CA� A 97�-467 CONSULTING 909.676.SW • FAX 909.676.7240 • www.RBF.corn d Q TWO WORKING DAYS BEFORE YOU DIG GRAPHIC SCALE LD02-205GR CONSTRUCTION RECORD DATE BY REVISIONS DATE CCT) BENCH MARK SCAB DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o FESS�pRJB RLS MCH RECOMMENDED BY: DATE: -3 Z' ' � �� � VMOFMCS 0C. CITY QF TEMECULA Q U HORIZONTAL �A PLANS P EP D UNDER THE SUPERVISION OF CONTRACTOR �. . . ACCEPTED BY: DATE: 3 �3 r TRACT 29929-1 PRECISE GRADING 1`0 INSPECTOR EE SHEET 1 AS NOTED .a No63494 0 MIA gyp- 9/30/06RONALD J. PARKS PHASE 1 0 �} DATE: ��O --- o DATE COMPLETED VERTICAL sr' C/v I\- ,�ti� MATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS - a tf LOTS 12-15 AND 60-63 AS NOTED 4F C R.C.E. NO. 63494 EXPIRES- 9-30-06 R.C.E. NO. 19744rr- -i98a- Q EXPIRES: 9-30-05 fes,NO HORIZONTAL CONTROL AND FRONT YARD WALLSHEET 3 of 3c) P A