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HomeMy WebLinkAboutTract Map 31053-3 Lot 34-43 Precise Grading GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION 215 .� *r & SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMINT FOR Tract NOE 31053 3 CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A recise r ading an .0% MINIMUM OF 2' AWAY FROM THE TOP 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. 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 . asp 3 - Lots 3 - 3 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES 0VER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS n ' emecu St e o I orni � TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL LEGEND ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY 0000.00 THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL TOP OF CURB COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. TC �pl� 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S FLOW LINE E , PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 22� ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, j GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FINISHED GRADE FG / v 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS ~ 1O VICINITYMAP ONE FOOT. _ 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE TOP OF GRATE TG TRACT TRA / NOT TO SCALE AS-GRADED REPORT OF ROUGH GRADING BY LEIGHTON AND ASSOCIATES DATED 5/25/04. 29539- o ARY TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE TOP OF FOOTING TF PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGNv / TR-3 1 053 RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN TOP OF WALL TW CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. o 4j� 42 s 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 TOP OF SLOPE TS o e HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. GARAGE FLOOR GF 0000.0 s 4 THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE / 12 HIGH POINT FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 . 12 o a A PAD ELEV. -0. ' MIN. PAD ELEVATION PE 0000.0 \ 4�Hv\ 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION 74 RST R AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY FINISHED FLOOR FF 0000.0 4y 6" MIN. we - Z DURING THE GRADING PHASE. 2e t6 MUDSILL ° z Is a 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, WATER SERVICE �J 25IN GARAGE AREAS r WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF 27 24 GARAGE FLOOR SILL IS 6" MIN 1d to-TV IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SEWER SERVICE ---�5 ABOVE GARAGE SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS 23 FLOOR SLAB VARIES ( $ VARI S ** B C ARI C WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. DRIVEWAY I a ** VARIES MIS z2 � 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS r-N 28 21 so ABER�EE", ANE 7� DETAIL * **BEEN CLEARED OF WEEDS DEBRIS TOPSOIL AND OTHER DELETERIOUS MATERIAL. IF MFo o GARAGE , SLOPE �o zO I p- PAD PAD STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 29 �\ Ao 1� FF FF z MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LOT NUMBER A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. 20 UNIT TYPE/ELEVATION 1780 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES46 ' ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING \±R 12" MIN. ABOVE PAD ELEV. z z AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING ATI 31 / 47 5 I z o - ao Z GRADING OPERATIONS. INVERT ELEVATION IE 4� �o as � ROUND OFF TOP �0x z Mqk 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. BACKWATER VALVES BW i /�' e/ 52 I P/L � so �/ °� 5 RA N 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS AMOUNT OF EXTRA DEPTH /% (1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED FOOTING RE UIRED O �' CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL 33 // o ,"�i� / ;�,�� .";, TYPICAL SIDE YARD DRAINAGE SLOPES OVER 30 IN VERTICAL HEIGHT. DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY EXTRA DEPTH FOOTING i / oq , 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION �, / jj,,% o /ji,/; / WHERE. 18 MIN TO GARAGE DOOR AND 10 MIN TO BUILDING. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION � // "/ OTHER PORTIONS OF THE STRUCTURE PATIOS, PORCHES, OF BUILDING PAD ELEVATIONS. E (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO -O.X / %�j,�i , SECTION ASA ENTRACES) MAY BE SETBACK A MIN 0 7 . DROP GARAGE DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT �� FOR REAR YARD SLOPES GREATER GROUND SHALL BE GIVEN. /%%% � ' CORNER MEASURED ALONG THE PROPERTY LINE, PERPENDICULAR "ii / THAN 5 IN VERTICAL HEIGHT TO THE HOUSE. 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTSi�% %'; VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE RAC THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE B UND RY j� f 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. ;r � '� \ A�RW►oN IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A 18, EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. ' �r F MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. At , ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO ovey h, of COMMENCEMENT OF ANY CONSTRUCTION/GRADING. �y R VARIES VARIES 6" MIN. VARIES o R 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A \ ` 6" MIN. *** *** *** PUBLIC RIGHT-OF-WAY. '� 1 3' MIN. 1' 1' 3' MIN. 3' MIN. 1' LO MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN. 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT SCALE: 1 " = 100' FGFG FG o AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS _ DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL EXTRA DEPTHLO CN BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. LOTS INCLUDED FOOTING CONSTRUCTION NOTES & QUANTITY ESTIM T A E .. • 0 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 12" MIN. 12" MIN. =PAD ELEV-FG ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF NO. ITEM QUANTITY UNIT 2:1 MAX. WHERE NECESSARY STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE " o CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE O LOT GRADING (10 LOTS x So c.Y.) 50o cY 41 2% MIN. 2:1 MAX. 6 TYP. 2% MIN. 12 MIN. 6 MIN. Q CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. �2 INSTALL 3" P.V.C. SCHED. 40 140 LF 40' 40' 20% MAX. MIN. 20% -MAX. 2% MIN. 3 3 33 13-13 20% MAX. SECTION C-C INSTALL 4" PVC SCHEDULE 40 29 LF SECTION o 256 � CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES SEE TYPICAL SIDE YARD DRAINAGE CL 10 EA LO DETAIL NOTES INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT 10 EA 0 (D INSTALL CLEANOUT 1 EA BACK OF Q PORCH AREA SIDEWALK z �7 CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER C.O.T. STD. NO. 207 10 EA REMOVE PORTION OF EXISTING DEPRESSED CURB, REPLACE WITH CURB k GUTTER FS PER PER C.O.T. STD. NO. 200 21 LF 2.0% MAX PLAN VARIES a TYPICAL FOOTPRINT 0-9% N F SCALE: 1" = 40' 1 FS PER 0 PLAN w PER PLAN 5.0MAX U DEVELOPER w UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER PLANNING ■ DESIGN ■ CONSTRUCTION NUMBER OF STEPS 0.5% MIN ALERT PER PLAN ANALYTICAL PHOTOGRAMMETR I C SURVEYS, INC. MER I TAGE HOMES BASIS OF BEARING NOTE Zo 647 N.CALL TOLL FREE 4oeto couvrY CENTER o�avE,sura 1oa RIVERSIDE,NCATR92501 SUITE 1 A 19600 FAIRCHILD ROAD, SUITE 270 STEP DETAIL 1 -800-422-4133 TEMECULA,CALIFORf�NA 925®1-6022 (951 ) 686-5103 IRVINE, CA 92fi 12-2510 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42051 '35" WEST j CONSULTING 951.676.9042 ■ FAX 951.676-7240 • www.RW.com FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN � DATE OF PHOTOGRAPHY 8/5/98 (949) 250-6600 ON A MAP OF TRACT NO. 29286, MB 298/86-89. LD05-181G R TWO WORKING DAYS BEFORE YOU DIG Q J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE �OFES$jp DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o „ IT JDT AMC JDT RECOMMENDED BY: DATE: // as CITY Q F TEMECULA DEPARTMENT OF PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��� �. T111�• � 01 CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�`� f 6, PI an$-_P red Under The Supervision Of / /J COUNTY BENCH MARK T-46-81 RESET 1997" ,� �. _ ACCEPTED BY: 0" �V/�J DATE: ���Z �� �� _T PRECISE GRADING PLAN EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED w No.X132 - _ INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE d _ on_ Date: d Z b RONALD J. PARKS TRACT 310 53-3Ln OVER SANTA GERTRUDES CREEK; 4.5' P' ����� DEPUTY DIRECTOR OF PUBLIC WORKS _ _�-_� Q NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL sl, CIY1�- �ti� J D. TANNER III = PHASE 3. LOTS 34-43 Q DATE COMPLETED CONCRETE SIDEWALK. ~:- F E R.C.E. No. 60132 Expires r es 06-30-06 R.C.E. No. 19744 Ex i res 09-30-07 fr, =ieea- ELEVAT I ON = 1097.163' N/A OF C�`1 P p SHEET 1 OF 3 i 1d°� �S 49 lel PE 1105.5 15 - 5 4 8 A\ --40- - FG PE = 1102.3 - PE = 1105.7 - CONSTRUCTION NOTES - ,� 1pg 3 I Q2 INSTALL 3" PVC SCHEDULE 40 47 �S - FG 3 INSTALL 4" PVC SCHEDULE 40 I , 3 7 PE = 1105.9 --ll _ - FGA 10T9 1 -GB - '/ Q CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET G 104.9 PE 6 - .o FG Q5 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT 4 S SL 1,�9 'Z.. - - N = 1102.3 PE = 1106.2 �5 ��� I Q6 INSTALL CLEANOUT 1 ��-�- FG,r NOTE: SEE SHEET 3 FOR 4 10�•� 2� �' HORIZONTAL CONTROL DATA PE = 1106.5 I5 05.0 04.5 441p7.5 r 106* '_ 05.4 FL-W FL-4 r FG FL-FP PE = 1106.8 TS 1 SLO � •g �ti� o 40 lc�7 � N� �4 �S .3 - O \ to F5'�106.5 Q6.1 N 05.1 04. / 05.3 _ FG FG 06G'1 6' 6 05.7 TOFG FG 6' :z 6i 7 F FG 6 .^ 275 � 4.5 � � � PE = 1102.7 Z r •� ' 05.7 FG , \ 06 o r Z ; 0 BRJ r06 FG 3 zr- ALFG FF= 030 G- I ,a � O o _ FF=10 .3 0 FF,,to6 tin 1 PE-1105.E r =11053 QO PE=ii104.9 5 c� t*Jes d•S ® 0.33 ' cr 0 8 5 8 Z© 05. 17 FS 06.5 3 0�^ v'�► _ Q 4 STEP I� //-�� 6 \ \ FG S� car= $o f 05.97 FS 05.4 0 LO ®04.7 4" S _ `'/ 04.2 � \ a 4" 77 FS "' 05.7 �+--I o .4 FG V- o FG 05.5 FS o O �,j G J 8 S - G 05.3 GF=1105.8 105 0 -� P 1 4 o .�F 4" S19 - Un FG 05.37(30 .7 -► 42, o o as .2 .37 FSSo rn S � "' - o c` PE = 1102.7 \ G 1 05 1 '�► A 0 F o �`' 2 0 65 ,� in +" a► 04.7 � FS G 0 \ O 0 0 FG 04.7 k " 0 .26 04.27 04.9 FG 04.105.6 06.21 `O 0.58-- G F- TC F _uo 4 STEPS �r g 06.15 IA 4 �o S coil� �'w N NS .5 �, 00. ' ca S cn.a. ca Ln F-W] Flu I V- a S �a cno N o a0LA J11 oc,r 0 - `73 �° ^' 08 0 - 1.005 `- ,,� - j - - l N - LA ' O V 1� 8 ~ •.• - ----- 23 N � "' ._ O 1101.97 ---------- ME DFORD ROAD N Rl N `N 25 - �o - 8" WATER- C Y oo O �� cnP wl�ca,, � �� 0W �o O`\' �' � 2.3 C-) ns W) -4111'r- .- o� 3 STEPS 03.83 0 0 '''N S o cv o$ • ,�Go 0 Z 4 � 05.3 O 0.50' FS .� .C7- .► N '� �► �s 06.22 FG co 5.3 icon w� 0 050 ®SP S o� 3 STEPS 1 FS 0-4-40 Ll w 8 00.58 06.1 0 rn o _� a FS 4 `�' •3 a~v 4.45 S QAjg F 'o '� '�' Q,,� 4" STEP N - W vcr J, gp Co » STEP � ,� pG "' ",a 0S. 17 FS o e 3g Z o� as 4 7 FS Q 5 �® PS o c\1 P 5 p4 at 06.3 i _ 7, U4.4' � 58 cv STEP 5 4 o p• a " 05.9 03 05.77 FS 7. FG N 4 0 ,,, Sr_/- -n O �rn ®�.45 1 Q6.4 0 o v^ .2 FG = 0 0 0 0 0 04.51 FS o z 2 � 5 a c) � FS � 0 6' :z 0 - o o - 7 cT - FG 1 �+�.r► Trp O 7 O TR r F► Q� 4" S U z 3 O 0.3 `��/ PE = 1103.2 R/W .,� 06.67 FS _ r 0 5 FF:1104.1 7 Jr �o 3 5 50 3. INSTALL s E 5 z o 33 2 REMOVABLE v � 2 75 o r o G PE=1105.6 BL cv �. " " SIDEWALK PUE � � FL OF PIPE 1/2 6 PLUG WHERE � �' 05.5 2 A� / 4 ABOVE GUTTER INDICATED -&- 33 �3 33 AR FG FF�1�0� 0 2 o FLOWL I NE ON PLANS r a ti : a FFA ,� q I �, J, PE = 1106.8 SR FF,11o.l 04.9 PE.yyO4,� X4.0 _ INVERT ELEV. 1 1/2" MIN. COVER-i 01- 0 1 PE'11p4.3 PER PLAN 2 � 9� 0 33 F�i,07.0 z z pE*iioo' 06.1 10 rm 04 � t= •;; N O0 F - o .g.4 •x1104 06 N.`, - %• ,- - r Wil.... _hy : :.,``_ r r FG Z Z 04.7 ar 04.3 6' 0 ,-� •3 FG �.�:__ i_•��' •�"- 4 PVC »:. :;., :z p N 5.5 5.3 1�4• FG k :;=�j •'= .`` WHERE 3 a _ r;- ` o z ..,: °° 1 _ 9 o,� INDICATED pp 06.4 05.9 FG FL- i 2: 1 SLOPE `� N 11 _ ON PLANS g" g" N z a St- FG w 2: 1 G 04. 1 10 106.1 F` r r F `>r�,*, INV ELEV PER PLAN - o FG 14 2. 1 S�pp 104 PE = 1104.0 CURB k GUTTER " " " " " E TUON� N pF6G•4 N~ 2; 1 SLOPE 13 E FG 3 x 4 REDUCER 4 x 4 x 4 TEE 0 05.2 PE = 1106.0 1 3" MIN PVC (SCHEDULE 40) ♦ a vc, - FL-1-Q pPE PE = 1105.7 12 2 n 2; 1 Sl- 15 13' O 2.05 UNLESS NOTED ON PLANS ¢ _ PE = 1105.7 i 1 f PE = 1106.0 J ELEVATION w 20 0 20 40 60 FG E = 1106.4 i 17 PRIVATE DRAIN THROUGH CURB DETAILI(�)GRAPHIC SCALE PE = 1106.4 a i ri 0 r r� w UNDERGROUND SERVICE W ALERT PLANNING ■ DESIGN ■ CONSTRUCTION z 0 CALL TOLL FREE 40e10 COUNTY CENT1`R ORVE,gLME 1 -800-422-4133 TEMECUL.A,CALIFORNA 92591-6022 C E3N S U LT 1 N 6 951.676.8042 • FAX 951.676.7240 ■ www.R8F.com J LD05-1SIGR % TWO WORKING DAYS BEFORE YOU DIG o z Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE V E S S jpAr DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o " JDT AMC JDT RECOMMENDED BY: DATE: i��z os CITY OF T DEPARTMENT OF PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN 4�0 0- TIIN f, C) CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL '�• 'p f COUNTY BENCH MARK T-46-81 RESET 1997" r� P ed Under The Supervision Of Z ox T ,T, ACCEPTED BY: DATE: / _ PRECISE E C I E EASTERLY OF THE CENTERLINE OF SR-79 AT CD E �. S GRADING PLAN INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE AS NOTED d No.60132 RONALD J J. PARKS o Exp- 6/30/06 a/3o/a6 ,� Date: O d 5 _ -_ TRACT 31053-3 OVER SANTA GERTRUDES CREEK; 4.5 HN TANNER III DEPUTY DIRECTOR OF PUBLIC WORKS d DATE COMPLETED NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL sf' l� ti� - A PHASE 3: LOTS 3 4-43 CONCRETE SIDEWALK. DATE COMPLETED ELEVAT IDEWAELEVATION = 1097.163' N/A l� OF C f►�1� R.C.E. No. 60132 Exp i r es 06-30-06 R.C.E. No. 19744 Expires 09-30--07fr; SHEET 2 OF 3 49 CONSTRUCTION NOTES PE = 1105.5 CONSTRUCT RESIDENTAL DRIVEWAY APPROACH PER C.O.T. STD. NO. 207 _11 `/ Q8 REMOVE PORTION OF EXISTING DRIVEWAY APPROACH DEPRESSED CURB, REPLACE WITH A-6 48 - __11 _11 = 1102.3 CURB & GUTTER PER C.O.T. STD. NO. 200 PE = 1105.7 - _ NOTE: SEE SHEET 2 FOR - SWALE DESIGN 47 - 1 PE = 1105.9 A2 3� 6 4 2=3. - / PE = 1102.3 PE = 1106.2 61 3- / 45 PE = 1106.5 J O 44 PE = 1106.8 •U' 4 ® (0 . L �a ' 12.2'f / \ •� ] C.58 40R 401- \\ �4, /275�\ PE = 1102.7 to CL r- 55 1 22 o 33 FF-110&9 AL .. CL N FF=110e.a PE=1105.5 FF=1105.6 / \ BR rn 4 rn PE=1105.7 PE=11040 F* T FF.110T•1 rn 1 pExs ,11Od• Lri I \ � I • °' 5 484' 4 8 -4 / PE = 1102.7 OD `° 0 / ao as 4 ^_H 5't N •2't 5.5 N �\ w --� 49.67' I 49.6 29.24 29. to w r` 3\ 49 67 � � pWY. � I pROPOSED ,4 :w J APPROACH TO RE PLACE i 4 INC�RECTLY. LOC ATED I � =- (TYP. WY. APPROACH 1 - EX I ST I NG DWY ,E�, � _ APPROACH LOCATED i1. o t, 8 °' to ` 8 INCORRECTLi `-" c° r• 3 n a co 8 rn L04 w o� 1 24� - CN CO ^ MEDFORD ROAD _1 tocb �7� .l - O •- L - �f m O I 1 N 3 -�+ Q n/ it B. C I I -H -- _� 5.09 58.85 u� �n 48.39 0? 14.5'± -H 4.5'tto r: 1 -H ^��' 10 OD co co "n 12.2'± 0) a X36 rn 4' N ' .5 17.47' .� 4.2 4 • _ E cD �t00 9 4 ;7) CD g / PE = 1103.2 o pF=11pd.1 7S � 33 � / PE:110563 B� s � -! 275 4 4' AR a / N n-� 33 w33 '� AR a 9't +r�o�a 0 F w m 4.v T �\� PE = 1106.8 13R FFx110d•T PE;1104,0 PEty1O4cn FF.1i0T.o pE:110d•1 .2t± 6.8't o r `� pEs110a•4 4 ' Go Co- 4. , � r �.� - 4 5,5'� 3 4.05 L0 �, o 4 t .75' •- 0 58 1Oro 48. _ _ IL IL l - 14 49.45, PE = 1104.0 48-� 13 .5 - f PE = 1106.0 Pill 1 2 w PE = 1105.7 0 f _Q 20 0 20 40 60 LP 55 21 15 PE = 1105.7 i _ PE = 1106.0 16 Z GRAPHIC SCALE PE = 1106.4 17 0 PE = 1106.4 Pill w U W UNDERGROUND SERVICE CL a ALERT PLANNING ■ DESIGN ■ CONSTRUCTION Z 0 a CALL TOLL FREE NN 40M COL*M C�DFvE,sUrM 100 1 -800-422-4133 TEMECULA,CALIFOR NA 925®1-6022 C O N S U LT I N C3 951.676.8042 • FAX 951.676.7240 ■ www.R9F.com o LD05-181GR 0 TWO WORKING DAYS BEFORE YOU DIG J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKDESIGNED BY DRAWN BY CHECKED BY DRAWING NO. 0 �RO�ESS SCALE Ip*� RECOMMENDED BY: DATE: ��lr�o�s' CITY C TEMECULA DEPARTMENT OF PUBLIC WORKS o 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��O 0• TA JDT AMC JDT n CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL erf Plans Prepared Under The Supervision Of COUNTY BENCH MARK T-46-81 RESET 1997 ACCEPTED BY: / DATE: PRECISE GRADING PLAN EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED :� No.60132 r^ - - d �� RONALD J. PARKS -- TRACT 31053-3 INSPECTOR THE SOUTHEASTERLY CORNER OF THE,BRIDGE Exp_ 6�3o�a� Date: DEPUTY DIRECTOR OF PUBLIC WORKS o _ ____ i OVER SANTA GERTRUDES CREEK; 4.5 J D. TANNER III � - �-� :. PHASE 3: LOTS 34-43 NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL sr Cl V 1� Q DATE COMPLETED CONCRETE SIDEWALK. 'lE' ���� R.C.E. No. 60132 Ex i res s 06-30-06 R R.C C.E E. No. 19744 Ex i r e s 09-30-07rr; :i989:o HORIZONTAL CONTROL DATA ELEVATION = 1097.163 N/A nF C A�� P P SHEET 3 OF 3 i