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HomeMy WebLinkAboutTract Map 32437 Lot 39-49 Precise Grading GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE STATE • �5 16 , q yar WATER RESOtJREES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. � �� �� MCI 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. LOTS PIASE5 DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A �pqO MINIMUM OF 2' AWAY FROM THE FOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. Gradin4q Plan 3. MAXTMUM CUT AND FILL SLOPES SHALL BE 2 : 1 . 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR Cal i �O� n � IL %mmo A RA STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED c � Q e ecu e o SLOPES OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS PROJECT r TO DIRECT SURFACE RUNOFF AWRY FROM THE TOP OF SLOPES. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL sm ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY � THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. PO 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S PUBLIC WORKS DEPARTMENT R WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITFf THE APPROVED GRADING PLAN PRIOR 1'0, ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, �� GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ���' �`� ONE FOOT. LEGEND '''� 32'3�^2^ 7RAC1' 3 S7-f� 2'� 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY � � VICINITY MAP SOILS INVESTIGATION BY LEI.GkiTQN AND ASSOCIATES DATED FEBRUARY 17 2004. 0000:00 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS TOP OF CURB TC -'-- �/�j DRI / �;� NOT TO SCAB DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE [N CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY FLOW LINE � a �j/ HIGH�� d SOILS REPORT. r HIGH POINT HP �I `�f� / � / �y PAD ELEV. MIN. 9.. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 1_ � � �3 5 '-�2 Q � ___'N I HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. FINISHED GRADE FG i � �� F� �?�i ,a �� THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE 7� 7-'� '� �i, a 4 6 MIN. F"OR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (9g1 ) 694-64111 . s- 55 � MUDSILL � � � � � FINISHED SURFACE FS �� ��j� �.✓� V � I O 10 T AN FILL SLOPES SHALL B� PROTECTED WITH A COMBINATION OF EROSION � ,'�6 F. IN GARAGE CU D TOP OF GRATE TG d Z 27 � GARAGE FLOOR SILL IS 6 MIN �.� AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY !� I ate � O � .. .. :• . ;' ABOVE GARAGE � I � DURING THE GRADING PHASE. I � .: � (Ezz�TPT (moi TOP OF FOOTING TF .�)s� �j � •3� a 1 �' FLOOR SLAB �. VARIES � � ARI �k�k�k B � C �I &�i I i , :.: � * VARIES 1 1 . POST GRADING ACTIVITIES SHALL INCLUDE , BUT NOT BE LIMITED TO, INSTALLING, �, �� I � �k�k�k NOD) NOD) WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF TOP OF WALL TSN / /�i, 28 GAR,A-GE DETAIL IN ACCORDANCEWI-TH CITY CODES PRIOR TO• THE APPROVAL OF FINAL INSPEC�FI�ON. ,, 53 / � � PAD PAD � SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS TOP OF SLOPE TS r�0 �j/,�, � 29 �, FF FF a WISH BACKFLOW PREVENTION DEVISES PER THE U.P.C. � �j, , y - I � � � M 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS GARAGE FLOOR GF 0000.0 52 BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF / - STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN PAD ELEVATION PE 0000.0 � MUST BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. t� ��' � "� 12'� MIN. ABOVE PAD ELEV. � Z z H � H I� 00 00 A REGISTERED G I V I L ENG�.aF4ER,, S0 I L ENG.I NEER, OR ENG I NEER t NG GEOLOGIST SHALL FINISHED FLOOR FF 0000.0 a mi 1 i � 1 U „ ( '-� � � '- APPROVE PLACEMENT OF F I�Li ..� / r r o �o� a� o� s� � � / � J ROUND OFF TOP �-r MAN .- MAX .- 13. TEMPORARY DRAINAGE SMALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES WATER SERVICE -� pZ � � � � 8 P/L ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING � �� /�� % 5' R W AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING r �� �• SEWER SERVICE CE -�S ��,� Q ,SCJ / , � GRADING OPERATIONS. � TYPICAL SIDE YARD DRAINAGE 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. DRIVEWAY � � t� -. DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS - - ;:1 � WHERE: 18' MIN TO GARAGE DOOR AN 10' MIN TO BUILDING. ( 1 .5) SHALL 6E SUBMITTED TO THE PUBLIC. WORKS DEPARTMENT BY A REGISTERED SLOPE _ Y _ " THE -� 3� .� Ov��A�� SE C T'f(��t AmwA �NTRACES)PORTIONS. BEFSET ACKRACMIN OFF�TIQS, PARCHES, CIVIL ENGINEER, SOIL ENGINEER', OR ENGINEERING GEOLOGIST FOR CUT AND FELL - __ '�'1 , SLOPES OVER 30' IN VERTICAL HEIGHT. LOT NUMBER 11 ��� �37�� ` � ���5 � o FOR REAR YARD SLOPES GREATER DISTANCE FROM FRONT PROPERTY CORNER 70 THE GARAGE 16 . A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION � ') '�° � CORNER MEASURED ALONG THE PROPERTY LINE. ,�, THAN 5 IN VERTICAL HEIGHT VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION 1A 25 2 b 27 � (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO UNIT TYPE/ELEVATION R \ ��%' THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT � � 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES GROUND SHALL BE GIVEN. IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A INVERT ELEVATION IE � MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS � ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE BACKWATER VALVES Ow) NO-. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, I•NCLUD[NG ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. AMOUNT OF EXTRA DEPTH FOOTING REQUIRED O 100 0 100 200 300 R F'/L 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. VARIES *** VARIES' *** 6" MIN. YARIES *** NO OBSTRUCTION OF FLOOD PLANS OR NATURAL WATER COURSES SHALL BE PERMITTED. 6 MIN. EXTRA DEPTH FOOTING C� 3' MIN. 1 ' 1 ' 3' MIN. 3' MIN. 1 ' 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO GRAPHIC SCALE MUDSTLL MIN. MIN. MUDSILL MUDSILL � MIN. 6" MIN. COMMENCEMENT OF ANY CONSTRUCTION/GRADING. DROP INDEX MAP FG �� FG FG 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A DROP GARAGE O..X PUBLIC RIGHT-OF-WAY. � SCALE: 1 " = 100, ..•� •.�.' EXTRA DEPTH .. •�• •'.. FOOTING 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AIR CONDITIONING UNIT AC LOTS INCLUDED 12'� MIN. 12'� MIN. =PAD ELEV-FG AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS � � 2: 1 MAX. DURING THE APPROPRIRTE PLAN REVISIONS SHALL WHERE NECESSARY o BESPROMPTLY SUBMITTED STOUTHE CITY UENGINEQREFOR REVIEW AND APPROVAL. 2% MIN. 2: 1 MAX. 6" TYP. 2� MIN. 12" MIN. 6MIN. a 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 21� MAX. MIN. 21�d MAX. 2% MIN. ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE SECTION BumB 21� MAX. SEC Tlt�N CmwC � CONTRACTOR/OWNER/DEVELOPER.DEVELOPER. I5, RESPONS,I BLE FOR OBTAINING. THE APPROPRIATE � �� SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES �E�F�f` SEE TYPICAL SIDE YARD DRAINAGE � CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. EROS I ON CONTROL T BE I N DETAIL NOTES N 23. I�" AT ANY TIME DURING EXCAVATION/CONSTR�JCTION OF THE SITS, ARCHAEOLOGICAL/CULTURAL COMPL I ANC*E VV I TH THE ROUGH � RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE a EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY BASIS O F BEARING NOTE FOR . 4OWNER SHALL FMMEDIR�FELY ADVISE THE CITY OF SUCW AND THE CITY SHALL CAUSE ALLGRADING PLAN TRACT 3243,7 FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42°51 '35" WESTTHE c� DEPOSIREATOUMOOFPMONEYNITADEEMS/HER SOLE REASONABLDYINECESS�RYMAY TO ALQOWRTHEHCIPROTY TORTY TO CONSULT FOR A I�ORTION OF THE CENTERLINE OF MARGARITA- ROAD- AS SHOWN PER LD04-295GR 55 low ( 55' q AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT ON A MAP OF TRACT N0. 29286, MB 298/86-89. � NO CAST TO THE CITY,, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING 55' THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING 3 SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SMALL AUTHORIZE THE RESUMPTION AsSESSORS PARCE! NUMB��� CONSTRUCTION NOTES & QUANTITY ESTIMATE � 2 � OF WORK. UPON DETERMINING' THAT THE DISCOVERY IS AN ARCNAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR PORTIONS OF 916-410-005; 916-410-004; 916-410-003 m DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE N0. ITEM QUANTITY UNIT � � � B = a BEEN APPROVED BY THE DIRECTOR OF PLANNING. LEGAL DESC �IPTI.ON � LOT GRADING (11 �oTs x 5o c.Y.) 55o cY � � O2 INSTALL 3'� P.V.C. SCFIEO. 40 142 LF ° LOTS 3-4; TR-29639-2, M.B. 345/PAGES 1-19 o a Pl.ANNIND f DESf[3Fi ■ C�N97RUCTIDN OVMER / DEVELOPER OF MAPS RECORDED IN RIVERSIDE COUNTY, CA. O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 >> EA � Z LEMNAR HOMES (�D INSTALL 6° GRATE PER N.D.S. N0. 40 OR EQUIVALENT 12 EA 4U810 COUfYTY CEIYfER DRIVE 391' N. MAIN ST. , SU i TE 300 TYPICAL F 4 f3 T P R�N T � TEMECULA,CALIFORNIA 92591-4879 6U CONST. DRIVEWAY APPROACH PER C.O.T. STD. N0. 207 11 EA � J C D N S U LT 1 ISI Q 951.e78.8042 � FAX 9518787240 • wwwABRcom CORONA, CA 92880 SCALE. 1 = 40 � (951), 817-3500 ,� LD08418GR Z J CONSTRUCTION RECORD DATE . BY REVISIONS DATE ACC'D . BENCH MARK DESIGNED BY DRAWN 8Y CHECKED BY � � SHEET N0. o SCALE O Q�O�ES$jpHEH EH JT RECOMMENDED BY: DATE: l Z�l�I � f�� �� ����� �L� DEPARTMENT OF PUBLIC WORKS j 3 1/2° DIAMETER ALUMINUM DISK, FLUSH IN �, Q, TANH�► � CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�W r y PLANS PREPARED UNDER THE SUPERVISION OF 1 ✓� COUNTY BENCH MARK T-46-81 RESET 1997" � .� � � � ACCEPTED BY: ��"�... � � DATE: /-�5-�1 G,,� � T ��� PRECISE GRADING PLAN o EASTERLY OF THE CENTERLINE OF SR-79 AT � 1 AS NOTED No,.60132 DATE: � � � `� WILLIAM G. HUGHESTRw42437-F `�' THE SOUTHEASTERLY CORNER OF THE BRIDGE `� "�"' � G--� ��""�-'-� INSPECTOR OVER SANTA GERTRUDES CREEK; 4.5' 'a gyp' �/�/� JOHN TANNER D I RECTOR OF PUBLIC WORKS/CITY ENGINEER g '°?� .:;.�. ���%�a`a p � " � ���'" � PHASE 5 - LOTs 39-49 NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL J'� e����, �ti, � a DATE COMPLETED CONCRETE SIDEWALK. 'I pe 6032 06/30/08 y'?.o':':1s89.•`:` ELEVATION = 1097. 163' N/A F 4` C A�,1� R.C.E. NO. EXPIRES: R.C.E. NO. 36617 EXPIRES: 06/30/08 ,�,��,Q TITLE SHEET OF a SHEETS R/W 5' 5' CONSTRUCTION NOTESINSTALL FL OF PIPE 1/2" �� SIDEWALK REMOVABLE 1 1/2" WN. COVER ABOVE GUTTER f• PLUG 2 INSTALL 3" P.V.C. SCHED. 40 FLOWLINE INVERT ELEV. A 4" PVC A �:. •� . ` y,.r• . 4 C04STRUCT PRIVATE DRA•I N- THROUGH CURB PER DETAIL ON THIS SHEET _ � 4 •` `- " PER PLAN. 29' It "/+ fly - +`• y", Y\• ti•••F: •« •'••. N.D.S. NO. 40 OR EQUIVALENT 5 INSTALL 6 GRATE PER D fi CONST. DRIVEWAY APPROACH PER C.O.T. STD. NO. 207 1 20 0 20 40 60 SECTION A-A INV ELEV PER PLAN' CURB & GUTTER GRAPHIC SCALE4"x 4"x 4" TEE PRI�J'ATE DRAIN THROUGH CURB DETAIL 3"x4" REDUCER 3" MIN PVC (SCHEDULE 40) ELEVATION --• 2 / 3--% ' -...1 r 51 F-1 fR I/\ I521 551 PE = 1111 .6 PE = 1112.8 PE = 1114.1 PE = 1115.4 PE - 1116.7 PE 1117.8 TRACT BOUNDARY 2 : 1 2 : 1 2 1 18.a 2- 1' 19.5 2 1 2 1 FG Q 70.00 17.$ 65.00 19.5 1 � 68.87 18.1 65.00 17.0 65.Oo' 17.QFG 15.0 65.00' 18.9 +1 18.9 . L-HP �4 +f 15,.0 I, FG 16.1' FG RET. WALL PER FG FL--i ' _ FG - FG FG FL HP A FG � �� �- I cv FG FG ci N 14.5 14.8 L SEPERATE PERMIT 17.2 z 1.0% MIN 19.5 1 .0% M I 4� FL FL-HP N I 16.& 18.OTW F, 1...0�_ MIN, _ 18.0 �-, ... rn FG z o I t. • to. , M o 18.7 1 .0� MIN • FL--HP cv FG 18.4 18.7 - 18.2 z � N FL �.• I cv 15.9 •• 17.9 a FL-HP a z �, o- � o o z 14.3 �+ •�_� w 1.0� MIN � z o 15.0 FL �;� FL � 1.9.5 10' cv m I ... 1 f.5 0. o. 16'.3 FG �--, �,[Al. FG o F I FL `�' 1 z z 1.0% MIN FL c�i� FL 18.9 $.9 . •r 15.0 15.0 15.0 15.5 - 15.5- ,n 18.0 5 FG 18.9 M I FG FL © z a - z N FG I FG FG �; FL 17.0 17.0 vi U - , FG o x a � z' 18.1 cv ( FG FG ? u� n t FG D r•I 5 - w � -.- 19. FG � • �� �p 15 O 16.1 Ana s� a _ 18.7 7 0 o R °7 FG_ 'Q 3 �? 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J c1 - W:�: v W d F. _.__.�.. _r 6.36 �, .to ti �t cv�-. o an_...._,_-.._ _._.. _ - • N N N �} $, - �J[Vw-.__-. tD p QD O tp ui + cl u°� �j•8� a, ct� U+--i n �-�.- ,n r7 r- ua v I 5 • . .. �y j v- fs I m Orn G7 1 .-- 4 1 �' , Ln G-'� R •�s c.� �, w �__._.__- .. j5• I w cv- _ ..__.._._ _ ._.._.. _ __ oo 0 to 3wb1 0) -A 0 '� n W ' - 1 _ �, �'"" -_ ._�._-- �_ �. « - CSF N o It n ► �� ,� ; 1Z. ..Go n ,..� ��, - �-8 1.5.50 �-in �•- r- , v 1' S�I- re 11 + LA + 11 co An 13 -" '� + X13 �' - .� - -•c�iv ` - t� 11.. Lf �► �, �_ _ �a� p 1 17 ...-y- ►�--w �- a r� JAI-3-11 � _ ._ � G? (n• 0 dr 1 Z OLF h ___ Y, ,� �► .rn Wk w..� Q,~ ..� cD n •- 64.44 n • •-� n n + ___ �,j -a M to ► w @2.0% 2 66.36 .-- 3 '`1 _ LpC, a� _ i►z -- ,, ..,�' �, 0 2 cA L=44,,51 r-• 26.9 6 h, 4 S E US • lk�d _t o u} _ S �? a -4 � � 19.0 . 9 50` _ 96 .�.� --_-�- � 18.E �, � FS �' �,; , G' 1• L--7 4 .�0 4. STEPS iv. 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WALL PE 7 FG FG v 9.0 m r. _, • ``� co , - .3 N [�] '] 18.6 1 FG 1 Lo Q - SEPERATE PERM T �, 17.5 17.9 z FG � FL �' �" ay 17.0 ,. FL a 18.4 `� - -_ 18.B 1 F G v� F z �' N - FL-HP 18.6 2 18.2 1 .090 MIN 5 a' •-• 1 . MIN FG z 19.2 U' 04 N Z•0;� .a .�: 9 - 16.6 N ca 17.7 19.4 w t4 15. o z o -n 1.o I 18.6 U' - 19.4 �-r "� G z Ft.. - aQ 1 FG �-- 17.7 1+ �� 1+ w F!- FG 1- _o FG ., �. _.. r, z 1•• FG RET. WALL PER FG --- --� - -- Q 3 SEPERATE PERMIT 1.0% MIN - 2 : 1 6� 2 : 1 6fi.36� 2 : 1 67.32 � � 15. 2s.9 2 � � v7 , 2 T 3.7� 61' 1 0 FG. 15.1 16.8 �. � � � TF 21.50�TS 3 w ' N _SG `�" 20.901v 21.20TS 5 ��. J _ 14.2 63,35 TRACT BOUNDARY rk. � 20 1g.2T'F PE = 1120.5 a�S ►on ,�•0 M _,.. 1 9,g3 20.3 1.119.g P E -' 1120.2 2 PE 351 ...OA f 16.61 a� 36 5.3 37 F° 40 °° Ln a � W V) Lfj //. Ld U CL RLANN1NEi- E DESfE N IE CtINSE TRUCT1ON j CC C5 40M COON Y CENTER DRNE r TEMECULA,CALIFORNIA 92591--4679 I C El N "r U LT t N 13 951.676.8042 • FAX 95 676.7240 r www.RBF.com L11308416GR Q _j R V�Btt]NB DA ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY SHEET NO. a CONSTRUCTIONRECORD ��°�� BY ����31 DATE: �4�, DEPARTMENT of PUBLIC WORKS o SCALE �� �� RECOMMENDED BY. D E � EH EH JT 3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN CONCRETE CURB STAMPED "RIVERSIDE HOR.I ZONTAL. ,,, PLANS PREPARED' UNDER THE SUPERVISION OF �. CONTRACTOR COUNTY BENCH MARK T-46-81 RESET 1997" - _.___W ACCEPTED BY: DATE: i , ' 0-7 °� r PRECISE C PLAN o EASTERLY OF THE CENTERLINE OF SR-79 AT '' - f f AS NOTED No,60132 4 V �, �� � WILLIAM LL I AM G HUGHES •: �� ���'� � �" CORNER OF THE. BRIDGE DATE: v - INSPECTOR THE SOUTHEASTERLY Ca Lrxp. 0%0/08 OVER SANTA GERTRUDES CREEK; 4.5 ' JOHN TANNER D I RECTOR OF PUBLIC WORKS/CITY ENGINEER ;�: .5=.�:.v.J.��', ¢ NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL ,� ����,�, �. •.•..........•.:.. PRESCOTT PHASE B LOTS 39m49 < � �+ 60132 06/30/08 'd�,!• DATE COMPLETED CONCRETE SIDEWALK, � ' �► R'.C.E. NO. EXP I RES. R R.C.E.C E NO. 36617 EXP IRES. o 04 OF SHEETS ELEVATION = 1097. 163' N/A 0� ��