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HomeMy WebLinkAboutTract Map 29929-1 Lot 20-28 Precise Grading GRADING NOTES 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Tract N (Dm 29929 1 CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE 15 215rec; ise SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE N CONSTRUCTED A Gr MINIMUM an OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . HAS OTS 0 TO 28 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. ■ 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT In City of Te ecul a te o Clif orni 15 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY a a 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 SHEET 2 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGHIf .� GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB 0000.00 TC =- ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, Fi.0 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. TOP F ; ;0 GRATE TGF , ,. ,- -;; ,� cc 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG h ^ ,. EDGE OF PAVEMENT EOP nj ap ' 2� 2 2 2 242312 21 � TOP OF CUT SLOPES. z � . 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FLOW LINE ONE FOOT. A 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF HIGH POINT HP STOWE THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES FINISHED GRADE FG VICINITY MAP DATED AUGUST 15, 2001 . O h TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE FINISHED SURFACE FS L40 NOT TO SCALE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- ^ (I/ ^ ry t► *► MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- GARAGE FLOOR GF 0000.0 �h � >N� ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. ry ry R 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING PAD ELEVATION PE 0000.0 PROPERTY LINE DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE �►ry EDGE OF AVEMENT o REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- FINISHED FLOOR FF 0000.0 N TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR � 'I ACCESS ACCESs EASEMENT zhEACH LOT. WATER SERVICE m � h hh h hoGARAGE -.-, 6' 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL SEWER SERVICE GARAGE I I - Tt AN SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL ay �• R BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPEDRIVEWAY /�� R ROAD /` AREA DRA I N FROM EROSION AND INSTABILITY I N ACCORDANCE WITH CITY DEVELOPMENT 4 LOCTG,ON PER AND PLAN PAD B B PA IN CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. - - D z 41 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS SLOPE - - - -4 , FF A - FF BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS FG PER PLAN �.p3. �� �.p �p MATERIAL. LOT NUMBER 11FU? MI PM F-M � " oz z 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN t► / 6 MIN. PATIO 0 z PATIO 0 p MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. UNIT TYPE/ELEVATION A �''� MUDS ILL IN GARAGE AREAS RETAINING WALL Viz, PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT ry PER SEPARATE PLAN OF FILL MATERIAL. � ten HEIGHTENED STEM WALL SILL IS6" MIN INVERT ELEVATION IE QO HEIGHT PER PLAN ABOVE FINISHED R/W ?a -SIDEWALK AY 14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF Ory ry GARAGE GROUNDCORED CURB UNLESS PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL BACKWATER VALVES BW e,� = CURB OTHERWISE NOTED I IM SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO Y ROS PER PLAN ADJACENT PROPERTIES. ENHANCED ELEVATION TYPE- EH 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED GARAGE DTYPICAL LOT DRAINAGE BY THE DIRECTOR OF PUBLIC WORKS. EXTRA-DEPTH FOOTING --"' N.T.S. N.T.S. DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE CORNER MEASURED PERPENDICULAR TO THE PROPERTY LII . TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE ' MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. SC 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) 100 0 100 200 300 SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT R/W AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 12' 3' UTILITY EASEMENT 5' 5' GRAPHIC SCALE71 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING ACCESS ESI10. co S/W ARKWA PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. I F AN ELEVA-- f �,; LOTS I NCLUDED Qom' '�G TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL '�`'` " TOP OF WALL Qv P� DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. PER PLAN x' 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 1.0% 1 .0% 1.0x 1 .0% 1.0Z� PLANT AT 12 0000 ,oc MIN VAIN MIN. MIN. MIN. 4" PVC ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES PN PN OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE SLOPE PER PLAN Q� C � PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS FOR ALLEY CONSTRUCTION �,�- G S 2.O M I N N. �G - 2 '� �� F R P►w SHALL PLANTED AT 10 ON CENTERS; TREES, 20 ON CENTER; COMBINATIONS, SEE ACCESS ALLEY DETAIL P�- 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT Q ••:--- � lE - P� E IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 0 SX N 10.R. CONSTRUCTION NOTES & QUANTITY ESTIMATE �P P� P� N 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT N0. ITEM QUANTITY UNIT GF PER Q QF. �Q- � LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. GF CID �1 LOT GRADING (9 LOTS x 50 C.Y. 450 CY AN GF PER PLAN Q 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. �2 INSTALL 4" P.V.C. SCHED. 40 1 ,885 LF N F = PLAN SECTION A-A Y 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR FG- w PAD ELEV. w w 3 I NSTALL fi GRATE PER N.D.S. NO. 40 OR EQUIVALENT 58 EA PAD ELEV.. F N N.T.S. 0 TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. � PAD ELEV 24' w m � 2 3 MIN 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE CONSTRUCT PRIVATE DRAIN THROUGH CURB PER 10 EA FG= In IL' 1 ' CITY OF TEMECULA STD. DETAIL 303. PAD ELEV. " 12 10 2 3. 16 MIN. 3. 16' M I N " a THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- 3 � 6" MIN. � � � � 6 MIN. RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON F = 2. 16 MIN 1 1 2. 16 MIN o G REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED e 0 ,'O PAD ELEV. 3' w�}► •�C� MUDS I LL * * MUDS I LL TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. P� - FG Llt O FG V`�ES vAR -� �--� I--- -�-I on _- FOOTING 1 .0% EXTRA DEPTH EXTRA DEPTH ocococ MIN. FOOTINGo cMIN. =PAD ELEV-FG ' 23.67 ' =PAD ELEV-FG a 23.67 23.67' ALLEY PAVEMENT AND RIBBON GUTTER WHERE NECESSARY WHERE NECESSARY TYPICAL FOOTPRINT PER ROUGH GRADING PLANS N �cc* 12"OR 18" MIN. 2: 1 MAX. 3" 12"OR 18" MIN.*** rn SCALE: 1" = 40' ACCESS ALLEY MIN. 2% MIN. 2% MIN. ADJACENT TO TR 29939-1 LOT 9 21% MAX. 21 MAX. UNDERGROUND SERVICE m_urrSOURCE OF TOPOGRAPHY OWNER N.T.s. SECTION B-B PLANNING DESIGN ■ CO �TRUCTIpN Vw)BASIS OF BEARING NOTE * UNLESS OTHERWISE NOTED 0 ui PHOTOGRAMMETRIC SURVEYS, INC. LENNAR COMMUNITIES *** VARIES PER SOILS REPORTOf 647 MAIN STREET, SUITE 1A THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST - - CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS 0 CALL_ TOLL FREE ■ ■ ■ 275 Yr�z ROAD,�40° R I VERS I DE CA. 92501 391 NORTH MAIN STREET(STE. 301) FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN ? 1-800-422-4133 TEM�cuLA,CALIFORPNA 92591-4679 CORONA CA. 92880 THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM I S 0 CONSULTING 909.676.6042 ■ FAX 909.676.7240 • www.RW.com (909) 686-5103 (909) 817-3600 ON A MAP OF TRACT NO. 29286, MB 298/86-89. A M I N I MUM 6" BELOW SWALE FLOWL I NE. (SEE SOILS REPORT) DATE OF PHOTOGRAPHY 8/5/98 TWO WORKING DAYS BEFORE YOU DIG L�03_ 2 `1 z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE ESS104 p DESIGNED BY DRAWN BY CHECKED BY J Q�� �'�/ MJB R RECOMMENDED BY: DAT d� DEP DRAWING NO. 0 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �O w C• LS/MJB MCH CITY QF TEMECULA aF CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,��� ti� yr `^Q, PLANS PREPA D UN THE SUPERVISION OF � COUNTY BENCH MARK T-46-81 RESET 1997" ACCEPTED BY: 6L r TRACT 29929-1 PRECISE GRADING LO �' DATE. 3 0 EASTERLY OF THE CENTERLINE OF SR-79 AT No,63,494 ^ , o AS NOTED _(�(/,► INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE Exp. 9/30/06 DATE. RONALD J. PARKS PHASE 4 0 OVER SANTA GERTRUDES CREEK; 4.5' s MAT HEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS NORTHERLY OF THE SOUTHERLY S I DE OF THE VERTICAL r 1 Y 1� DATE COMPLETED CONCRETE SIDEWALK. 'lf� �F�� LOTS 20 TO 28 Q ELEVATION = 1097.163' AS NOTED F EA` R.C.E. NO. 63494 EXPIRES: 9-30-06 R.C.E. NO. 19744 EXP I RES: 9-30-05 SHEET OF i 4" PVC R REMOVABLE PLUG FRONT YARD WALL 4" WYE .-- ' TG PER PLAN » Pvc s" IE PER PLAN ._. ore A-,�;.Y., 4» PVC Ft SLOPE PER PLAN if- , 150 59, R =d... TG PER PLAN t/W S/1� IE PER PLAN I ( ( 5 PARKWAY 30 30 I 7' 3 r PUE I 5 S W y I I J I I TRACT 29639- 1 I I " i A I _ � - I I N . I 5' 50 R/W Co i c t- .... -. viz--__ 4" WYE AS REQUIRED SIDEWALK o 0.50% �$ cv 1 FL OF PIPE 1/2" INSTALL I i I 1�• a N 15 Q 15'� 15, �k 0.86X '\k �k. ,��� 19 ABOVE GUTTER 6" REMOVABLE 1" AV I PE 1114.0 FLOWLINE PLUG 3 1 G NIla 3 3 /AR •dam INVERT ELEV. 4" PVC A `O 1 Q I E 3 LP 1 3 1 "TG �t LP 4.0 I E LP 14 2 TG at PER PLAN 2% 1 0 TG ST i I T 4 5 IE 1 GF=1115.7 (, =1115. GF=1115.8 1 . 0 GF=1115.3 13 7 IE 3 r 15. T 9 3 15.2 TG 15.0 TG GF=1115.0 3 • Lr = � 3 2 G 15.4 TG 3 3 14.5 TG 14.0 T 1 .5 IE I •S 15- 14.7 IE 3 - 15.4 14.5 IE GF=1115.5 _ 14.0 IE 3 14.2 TG 3 1 I GF=1114.5 - - 14.9 IE GF=1116.0 14.7 TG 13.7 IE 3 14.9 GF-1114.8 ` •. C --- �' 15.3 15.4 TG 15.fi � 1 - 14.0 TG �-_,_.-- "• ••••---- ;- _ - - • -_ ----:-- :---.- � - I �.P 14.9 I E 3 15.5 FP 14.2 I E � P 14.fi 3 I i 60 LF FP 15.6 _ r O 0.75 2 15.5 15.5 15.1 15.1 14.8 14.4 •1 13.5 IE 6 FH = =._r= � },�• a I FP 15.6 � � 14.7 14.4 14.1 14.1 - - •■ j - Y�• -t a-: -.ti-r•• •- =.s' • t 1110m97.10 LF FG FP HP FP 18 •. • z 15.2 O 2.37% 2 15.1 TG 3 ® z 14 14.4 2 90108 F FG HPPE = 1113.8 I i . BLOCK WALL. 15.2 TG 14.07 I 15.4 •� 4.6 TG 3 2 TG I I 4"x4"x4" T �,! FC 3 FP EE PER LANDSCAPE 14.26 I CN 3 13.07 I � 2R 13.22 I 14.4 T N °g CURB k GUTTER I - ARCHI TECT S I o z 3 15.STI �. R ? 15.5 o z 14.8 13.24 3 0} 2 Z 4.0 I I o 3"x4" REDUCER 1 HP I PLA I N�� 15.6 2� ® �� B 14.7 � � FG A FG N1� r+.P 1 " 3 FF = 1116.0 FG E 3.8 TG be z I I __- 3 MIN PVC (SCHEDULE 40) 15.0 TG FF = 1116.5 12.75 3 0 Q PUE 3 PE = 1115.2 3 93.0 L ''' 0 ►� I 4.26 IE ® 3 R PE = 1115.7 13.29 O 2.5% 2 IFF 1115.31 PE 1114.5 N ►`D I I 1 © 15.2 G \A/ 5 15.2 1 13.8 G 3 -co i I 2 8 �+ 15.5 3 13.7 I E © FG �4; 3 3 R 14.1 TG 14.5 1 R ® 12.92 I 17 5• 15.2 TG HP 15.3 TG _ 14.8 TG 3 R © © 12.52 I 3 FG _ a FP 14.09 IE 3 14.05 I 3 PE = 1115.5 13-51 I - A 14.5 3 14.2 TG PPERPLANDSCAPE - 1113.5 14.7 TG FF = 1115.8 FP 12.75 I E I z I FF = 1116.2 FF = 1116.4 15.1 TG 3 13.03 IE PE = 1115.0 FF = 1115.5 FF = 1115.0 ARCHITECT S I Z i 2 16. ILF I PE = 1115.4 PE = 1115.6 ® ^'� 3 15.2 _ 2 95.07 LF = PLA I O 2 15.4 13.26 IE F 93.06 LF - 1114.7 '?� O 1.87% PE 1114.2 I Q 94.06 LF G -t 4•A �C 2 1 .82% 15.3 TG FP 92.05 LF 14.9(112.5% 14.6 94.32 LF 14.4 INSTALL POLYETHYLENE DDA PLASTIC JOINT MATERIAL I Q 4 1E _........._ 15 05 I E 3 15.3 3 FG•7 2 92.05 LF 0 2.48% 2 ;'9 2 0 2.24% 95.07 LF 2 3 13.32 I "QUICK JOINT" OR EQUAL i 10. L 94.57 LF O 2.48% 92.13 LF 14.5 O 1.87% 14.1 1 1/2" MIN. COVER 2 FP 2 2 0 2.2 LF 94.86 LF 2 O 2.45% 3 12.17TGE •4 FG FP J 6" FH O 1.0% I 15.5 O 2.33% 15.6 O 2.27% O 2.27% 2 15.1 14.1 I 15.0 TG 15.5 HP 15.6 15.4 15.1 HP 14.1 EASE 16 3 HP 92. LF 14.4 TG I 114.15 IE HP FP 2 3 93.62 LF PE = 1113.3 :_ _;;-•,:r �•� •- _a -,:. •.-• .- =- z� 94.06 2 O 2 45 12.24 I O 2.25% 2 �' 2 A E AS NT k - - _, _w I 1.1' EXTRA DEPTH O 2.0%. rK ` . � _ .` t a o o '_' 3: 1 SLOPE �°' = �. ` A. 't' 14.6 14.5 / \ FOOTING 2'x2-' o cv o z ��,•G r r r y- � �('V � I / HOA \ g" g" . z 13.8 TG / " EASEME 1.0%' MIN 15.2 TG 15.3 TG � 15.0 TG 14.8 TG - 14.4 TG 3 / 1 AV/ 15.3 ,� 12.99 I 3 12.70 I 3 12.55 I 3 12.22 I 3 11. I 3 11.72 I - --.... _ N S S S g S S - S S - T I S - - _ .... 1 3 1 3 1 3 3 3 11.66 3 3114-V lb ;,� mom= 13.8 TG 3 RETAI N NG WALL PER w w w w 91 3 w w F 4.59 3 w o 11.84 I ANDSCAPE ARCH I TEC T'S--......._._.._.. _ �n -- ..........._. _._ __ w AL __ _.. PLANS AND SEPARATE PERMIT mac, 4, r- ,w w U W v w r- - _ ....._._ _. _. 1� $ ` ���'� ► Q �"' 0.91 X �' ^ �,' .Nr A 1��• a j W N o 0.50X ST. LIGHT •N -- I N N N c"j N�- N ti� �p ^ �F aD ►♦-- �ti 4 on SE 31 32 S O 33 R O A 4 ST. LIGHT 4 34 4 4 35 i N19.11 '24"E - - � - - -4 18" �° - CONST Ruc rroN NOM - - 30 $D- - _ _ - _ m _ 3c , m - " WATER I �2 INSTALL 4" P.V.C. SCHED. 40 m " 1" AV/AR " L1 LLJ LLJ Li L1 6 FH o O INSTALL 6 GRATE PER N.D.S. NO. 40 OR EQUIVALENT z O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER CITY OF TEMECULA STD. DETAIL 303. _ - - - - -. - - - .._ - - .34- - - - - - - -3� 32 31 -.-_-- -_-...- _......= _.._..-_-= -._....- - - - - - - � � �-- _ 15 30 29 �• PE - 1113.2 PE = 1113.2 PE = 1116.3 PE = 1115.9 PE = 1115.6 PE = 1115.3 PE 1114.9 PE 1114.5 PE 1114.2 / E / a I po IFFL L I I � I LOT N0. ENHANCEDREAR ENHANCED SIDE BACKWATER I 2 I cp 20 X RIGHT OT REQUIRED I 10'_ 18' 1 I x 21 X N/A OT REQUIRED o I' 22 X N/A OT REQUIRED m Q � �W Syw 23 X N/A OT REQU I RED E:• � 20 BOOTH BAY ROAD 24 X N/A OT REQUIRED SOS- 25 X N/A NOT REQUIRED 26 X N/A NOT REQUIRED a I 27 X N/A NOT REQUIRED o c0 20 0 20 40 60 28 X LEFT OT REQUIRED 0- GRAPHIC GRAPHIC SCALE W v) a a r a� N N H U UNDEFK)FK VD SERVICE ALEFffNNINO DESIGN ■ CONSTRUCTION W U W d CALL TML FREE 27546 Y1�EZ ROAD,SU TE 400 c� z 1--800-422-4133 �.CALIFOFIMA 92591-4679 Q C 0 N S U LT I N G 909.676.8042 - FAX 909.6767240 - wwwRBF-com Q TWO WORKING DAYS BEFORE YOU DIG ccr LD03-162GR z CONSTRUCTION RECORD DATE BY REVISIONS DATE CCD BENCH MARK DESIGNED BY DRAWN BY CHECKED BY -,, l < QSCALE �OFESSJp�' RECOMMENDED BY: DATE: l%/ o CITY OF TEMECULA °�'"�"� "°•MJB RLS/MJB MCHD�i4�T1MENT OF PUBLIC VMOF�CS U HORIZONTAL CONTRACTOR r PLANS PREPAR D UNDER THE SUPERVISION OF t AS NOTED ACCEPTED BY: DATE: �d oz o3 s TRACT 29929-1 PRECISE GRADING o INSPECTOR � No.63494 � 2 Exp- 9/30/08 DATE: �/w 43 RONALD J. PARKS PHASE 4 0 s MATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS 8 Q DATE COMPLETED VERTICAL r'lF �/Y 1� �ti a� c LOTS 20 TO 28 AS NOTED R.C.E. NO. 63494 EXPIRES: 9-30-06 R.C.E. NO. 19744 EXPIRES: 9-30-05 ,�f ��s o • PRECISE GRADING PLAN SHEET 2 OF 3 5' 1 5', t/w ap r I 30 30. I I I � I 1 ' 20' I I I � i I TRACT 29929- 1 N 32.00' 30.00' 30.00' 11 30.00' 30.00' 1 30.00' 30.00' 30.00' 50.00' I I _ i I " � - N i i n n rN 1 4� n n -_ i I 1-01 N �$-0- 1g. N ,5 `a 1g 9 ,5' 1 0 ��►- 0.86% N N�k•`� �k co ,�,0� 0 0) , 19 I PE 1114.0 NOV �2� n �0.A0' n �0.00� .00 n rn rn X0.00~ .00-L �30.0� ^ .OQ- -20,N co r N V IIcv 3.16' 3.16' I 3.16' 18 I I PE = 1113.8 I I II J'. 2 R Li I �t I � _ 2R 01 1 .17 8 8 A S S S 8 8 E QD II I I I N N N /­3 N N N N N r 3R r r © � � 3R © � r 23.17OB (vi 1R 1 C 3.17 Lp r E,� E m I ® ® T9.17 PE = 1 113.5 11 � � II II z + Z i II 3.17' 3.17' 3.173.16' 3.16' 3.17' 3.163'- , 3.16' ACCESS EASEMENT Z I I B14.4 E4•BEGINWALL3.16 3.16' 3.16 7.17 I I Q i I 15. TW r 3.17' 3.17' I I 3.16 3.16' END WALL 2 .17' I14.2 I J I 13.2 FW I 16 BEGIN WALL �7W W PE 1113.3 �G 5.0 TW 5 STEPS J i END n fi S 14.5 TW I �� I / BEGIN BEGIN O fi � qL BEGIN 15.2 3: 1 OPE BEGIN 14.8 BEGIN W 12.18 FG / WALL WALL '� WALL BEGIN BEGIN FS WALL FS 14.5 TW END GIN 1 4 TW 15.4 TW n p� ;n END r or END n END END '�? In r. WA W LL 14. F 13.6 FG WALL WALL o WALL WALL ° WALL os '" 1 �2:3.00 S 30.00 S 30.00 S 30.00 S 30.00 S -- S S SLOPE r S _ •'�i- 30.00' 00 S . -00 5 STEP O 6 fi O fi 12.1 FG \63OS-TEPS0 612.6 FG RE A N I NG WALL PER w rr w w w 1N w o 6 w to ; rr LANDSCAPE ARCHITECT'S PLANS-_. _...._._... ....__ AND SEPARATE PERMIT °� b ry 15.2 TW T r °� �i �► N �`L• '� 00 0.91% �1; ry 12.4 FG C �,��• >� ,°' N 0.502 31 32 S O WE 33 R O A 34 - 35 N19*11'24"E w �k AEJ _ r Ir� • � ` c, 0 ` rz - -- -34- 3, 32 1 31 1 30 1 29 ' j � ,� PE 1113.2 t I PE = 1113.2 PE 1116.3 PE - 1115.9 PE 1115.6 PE 1115.3 PE = 1114.9 PE 1114.5 PE 1114.2 C� / 1�G / a. en PZ 04 1 18. 1 I ch I, Y U w S/W »_zo' BOOTH BAY RO D 0 0 0 20 O 20 40 60 to M W GRAPHIC SCALE a a r i a, C4 vb om " U UNDERC3ROUND SERVICE p � PLANNING ■ DESIGN ■ CONSTRUCTION U LJ 0 CALL TOLL FREE ■ ■ ■ 27555 YWZ ROAD,SUITE 400 z 1-800-422-4133 A,CALIFOFNA 9259-4679 CONSULT 1 N G 909.676.9042 • FAX 909.676.7240 ■ www.RW.cvm c� LD03-162GR Z TWO WORKING DAYS BEFORE YOU DIG a CONSTRUCTION RECORD DATE BY REVISIONS DATE BENCH MARK DESIGNED BY DRAWN BY CHECKED BY `D J DRAWING NO. o SCALE Q�pIESSlpMJB RLS/MJB MCH RECOMMENDED BY: DATE: `�'�1/ CITY QF TEMECULA ��� � � WOMM 0 HORIZONTAL ,�� �� w C Hf `^a, PLANS PREP RED DER THE SUPERVISION OF CONTRACTOR M ACCEPTED BY: DATE: to at o3 s TRACT 29929-1 PRECISE GRADING AS NOTEDW No•63494 _- INSPECTOR °` IIP. 9/30/Oe ,' �- A DATE: _ ���'� ___ RONALD J. PARKS PHASE 4 3 to s MATTHEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS -- p 1-11 DATE COMPLETED VERTICAL r'lF c!r 1� o� _ _ __-_____..._-- LOTS 20 TO 28 a of C A�1 R.C.E. NO. 63494 EXPIRES: 9-30-06 R.C.E. NO. 19744 EXP I RES: 9-30-05 r; ::i�ea: a AS NOTED `�• HORIZONTAL CONTROL AND FRONT YARD WALL SHEET 3 OF 3