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HomeMy WebLinkAboutTract Map 32437-1 Lot 6-8,26-42 Precise Grading J GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, rac o . AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES 15 215 T GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. A 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 PHASE 1 LOTS 6 - 8 AND 26 - 42 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 . Precise Grading Plan Ir 9 4. PROVIDE AS APPLICABLE CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR 15 STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREASIn City of Temecula , State of California TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVILPROJECT " ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY LEGEND WE THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL 0000.00 COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. TOP OF CURB TC --WENHAM WAY- / ? 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S FLOW LINE FL op PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO HIGH POINT HP ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, T;e�s;,T �e <e< I25 ;,': ✓, i 1G r/ 1 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. ,, „✓r - FINISHED GRADE FG 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN .�� jr, ONE FOOT. FINISHED SURFACE FS 24 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 2/17/04. TOP OF GRATE TG wAVERLY LANEPARK VICINITY MAP TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN TOP OF FOOTING TF - i 1 , ';` NOT TO SCALE RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. TOP OF WALL TW HIGH POINT J 9 . THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 TOP OF SLOPE TS � '%'' PAD ELEV. -0. MIN. � ��;%''/,, r% HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. ' 4 THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE ,,,/ FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 . GARAGE FLOOR GF 0000.0 /// 6'= MIN. 14 MUDSILL �° z 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION PAD ELEVATION PE 0000.0 ,; ?% j; IN GARAGE AREAS AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY 20 j` f' f� SILL IS 6" MIN DURING THE GRADING PHASE. GARAGE FLOOR' = to Ty?. 10'rn. FINISHED FLOOR FF 0000.0 , t;,, :® ABOVE GARAGE UT 1 1 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, ' / FLOOR SLAB VAR IESOUT ARI S {va V R I S WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF WATER SERVICE ® " f; * �} VARIES ��� IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. �%��"�% „ i SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS ' �� GARAGE DETAIL SEWER SERVICE S r,/ '" r PADPAD WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. y f;i'%/%i,,% FF FF z 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS DRIVEWAY 5 BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACE, THE TERRAIN 17 MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. SLOPE A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. LOT NUMBER 1 1 r1f/r/, f f ff fr ,/ 12 MIN N. ABOVE PAD ELEV. ® N ® � /1 11,%" a. r'%t16 ROUND OFF TOP �x 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES 1A /;,1� r - ® log fax ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING UNIT TYPE/ELEVATION /' AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING Rj � P/L e j GRADING OPERATIONS. %, j/ 5 R W 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. INVERT ELEVATION IE /;,;fr {1 ! t TPA,, ,SsC°e.`oJ-,m TYPICAL SIDE YARD DRAINAGE BACKWATER VALVES BW %,' ' % ', ; 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS 1;,f ' /// ', f 0 DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL ENHANCED ELEVATION TYPE- Ei1 WHERE: 18 MIN TO GARAGE DOOR AND 10 MIN TO BUILDING. / r1 ; ,f fir,% f ! 1 OTHER PORTIONS OF THE STRUCTURE (PATIOS, PORCHES, �,/ 1/,.', ''/ %- %f/�' ENTRACES) MAY BE SETBACK A MIN OF 7' . SLOPES OVER 30 IN VERTICAL HEIGHT. / 1 " 16 . A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION AMOUNT OF EXTRA DEPTH _----�� „ �; %1'�f,'� �i j, / / Z; f/`' FOR REAR YARD SLOPES GREATER DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED THE ELEVATION FOOTING REQUIRED f," ; f ,, , . f1 . CORNER MEASURED ALONG THE PROPERTY LINE. /WITH RESPECT TO MEAN SEA LEVEL SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO -� %;f/moi/�f;/f /fir ,,, !�,, ;�ii'"' THAN 5 I N VERTICAL HEIGHT j� VAR I ABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED I DED ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT ' �. f '`% , ;� :, THE SUM OF THE SIDE YARD SETBACKS I S NOT LESS THAN GROUND SHALL BE GIVEN. EXTRA DEPTH FOOTING ,, f,, /,,r,, ,�„/ f, ,;, 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS 53 45 \ "f/' ` IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES ' '� MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES I43 ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. 54 50 46 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. P/L NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. N T FIELD PRIOR TO55 Pew` 6" MIN. VARIES ' VARIES ' * 6" MIN. VARIES 19 . ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED I HE �° 3 MIN. 1 1 3 MIN. 3' MIN. 1 ' COMMENCEMENT OF ANY CONSTRUCTION/GRADING. MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN. 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 48 FG FG FG PUBLIC RIGHT-OF-WAY. EXTRA DEPTH ®.. 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT FOOTING AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 57 E ,e ,e =PAD ELEV-FG DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL 12 MIN. 12 MIN. 2: 1 MAX. N BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. \\ WHERE NECESSARY 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE SCALE: 1 " = 100' 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN, 12" MIN. 6" MIN. AND CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF 21% MAX. MIN. 21% MAX. 2% MIN. 00 STATE CONTRAOR FEDERAL CTOR/OWNER/DEDELOPERDISPECIES ACTS RESPONSIBLEOFORATER OBTAQININGTTHEEAPPROPRIATETHE LOTS INCLUDED59 61 SECTION C-C 21% MAX. CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES SEE TYPICAL SIDE YARD DRAINAGE o 23. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL DETAIL NOTES RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE 60 EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. THE DIRECTOR OF PLANNING AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY TO 62 DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT 45' i® 45' 45 45' NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING m SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION CONSTRUCTION NOTES & QUANTITY ESTIMATE tn OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, a N THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR BASIS OF BEARING NOTE NO. ITEM QUANTITY UNIT DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE t LOT GRADING (20 LOTS x 50 C.Y. ) 1000 CY H17 BEEN APPROVED BY THE DIRECTOR OF PLANNING. THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 35" WEST O FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN `n 2 INSTALL 3" P.V.C. SCHED. 40 240 LF 1 ON A MAP OF TRACT NO. 29286, MB 298/86-89. n �3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 20 EA W ASSESSORS PARCEL NUMBER: PLANNING DESIGN CONSTRUCTIONOWNER / Q INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 20 EA /_ PORTIONS OF 916-040-009; 910-110-013 z 0 LENNAR INLAND SOUTH Q LEGAL DESCRIPTION TYPICAL FOOTPRiNT 40810 COUNTY CENTER DRIVE 40980 COUNTY CENTER DRIVE, SUITE 110 TEMECULA,CALIFORNIA 92591-4679 TEMECULA, CA 92591-6022 LOTS 3 THRU 6 OF TTM 29639-2 AS SHOWN IN BOOK 345, SCALE: 1" = 40' CONSULTING 951.676.8042 ® FAX 951.676.7240 ® www.RBF.com PGS. 1-19 OF MAPS RECORDED IN RIVERSIDE COUNTY, CA. o (951 ) 719-3462 Q J CONSTRUCTION RECORD A Y _RE%qSIONS DATE ACCTD BENCH SCALE pFESSIp SI RA Y Y � DRAWING O. o Q� Nil J. FIELDS J. FIELDS J. TANNER RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �� ®o 1ANN� �, SHEET NO. N CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL Fav PLANS PREPARED UNDER THE SUPERVISION OF4� COUNTY BENCH MARK T-46-81 RESET 1997" - _- ACCEPTED BY: DATE: ® of TicPRECISE GRADING PLAN EASTERLY OF THE CENTERLINE OF SR-79 AT `� RONALD J. PARKS o AS NOTED .6(392 -____Exp. 06/30/08 _ INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE -~- -DATE: o 2 TRACT 32437-1 1-1 T t N 32437 1 OVER SANTA GERTRUDES CREEK; 4.5' DEPUTY DIRECTOR OF PUBLIC WORKS NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL �f 0I v IN JOHN D. TANNER III PHASE 1 LOTS 6-8 & 26-42 Q DATE COMPLETED CONCRETE SIDEWALK. ELEVATION = 1097. 163' N/A lF OF C�Ll�® R.C.E. NO. 60132 EXPIRES: 06/30/08 R.C.E. NO. 19744 EXPIRES: 9-30-07 'row®gg9:oTITLE SHEET OF SHEETS °' 102 . 2 �U j ° 11, W 15' \ 39• \� VG 14 � J 12 1 106 . 0 i06 . 0 1 105 , — N 1 52 20' a2.3 N � 0 104 ° 8 iiO4 ° 2 � _ _ _ _ FG ° z v v 51.83 -� _ r' 02.1 02.7 FL_ 9" \ �— — — — — — — — — — — — — — — — �— — — — — — — — — — — — — — _ FG 0 ()2.5 co FG +� 1 .0% MIN• p1°� o \ G4-0 FL w N a ? 5' 5' 0� F . 0 5 o FG F1 \a�- M • N� 0 ' ` \\ \ G 1 02.300 //^1o N� 02.3 02 3$ o \ \ /�V ! K �� 02 7 �� 5 o FG : 2 FF = 1�1p1 s p1 $ o 02.73C C�0 z F FF Cv: o -w �a = 1103.28 02.3 c. 01 o c9 FF 02.7 FG 10 c FG //11 <- !� P� = 11 � .2 o GF,110 p1•A �N `� \ III 1 1 m 02 1 1 FG \ 02.7 ,�� = o FG33 a' `� FG ,� F=1102• -7 P,j d'® 4 1 4 4 ° 103 . 8 1 IC3 . 1103 ° 3 2 G I �'� . 0 Q 16 S 10 % 95� �� 5 c9 �G o 02• a 01,6 33 a� 2 o w CSA 4 j FG 78 5' t� FG 4 99'.5-3 ! 21 °� �~ \ 1102• \ se GF= � \ LN 5 0� cc n OZ7 ui" cp ® u} o ti 62 95 FG S TG 2 00. AL 45 IE _ FG o cn U- 0 o o O �� �°' 69 3' �- p U �' ��/ LD05-0 �-- EWE , S o Ln rn ® C- o \ p 52� 1° Ln 2 12' 2.0% n o rn o� ® o Y.� /� O El O d m i o fl� o p,1' ca P�E� ,'' �V �F 2 7 O p o> o �S i3 0 4J V co O 36 I� + �� _ o. m , �o 101111 4 SEWER-- ----8" EWER—-8" SEWER -- 181AN Do" _----�� - -�— 14 15 _ 16 17 __ -----�— G.B• V �� + - I - on AN BRANDON LANE 13" WATER ' 8" WATE go w A v 1 RPC Y a 42- 3 , iJIL ® /,I WAVERLY LANE LOCK HAVEN CT. R/W 5' 5' INSTALL FL OF PIPE 1/2" SIDEWALK REMOVABLE ABOVE GUTTER 6" PLUG FLOWLINE CONSTRUCTION NOTES INVERT ELEV. A 4" PVC PER PLAN 2% (D(D INSTALL 3" P.V.C. SCHED. 40 . � 3O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET 0 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT \ \.. E 0 00 INV ELEV PER PLAN CURB & GUTTER 3"x4" REDUCER 4%4%4" TEE o 3" MIN PVC (SCHEDULE 40) co cn ELEVATION __j0 w q �F CD Ja 3: 1 1/2" MIN. COVER a_ CD 20 0 20 40 60 Q SECTION A—A / W GRAPHIC SCALE C) w Qf I^ PLANNINO E oEsoGN M c®n+srRucri®N PRIVATE DRAIN THROUGH CURB DETAIL C7 z 0 40910 COUNTY CENTER DRIVE j TEMECULA,CALIFORNIA 92591-4679 > CONSULTINES 951.676.8042 ® FAX 951.676.7240 ® www.RBF.com o LDOO-082GRz CONSTRUCTION RECORD D BY REVISIONS DATE ACClD BENCH MARK SCALE vEsS10 DESIGNEDY N CHECKED i 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��® Q� j����'�l J. FIELDS J. FIELDS J. TANNER RECOMMENDED BY: ��° DATE: `+�� DRAWING N U DEPART E CF PFJ L!C RKY Q CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ® �� `� SHEET N0. PLANS PREPARED UNDER THE SUPERVISION OF / oFT COUNTY BENCH MARK T-46-81 RESET 1997" ACCEPTED BY: DATE: EASTERLY OF THE CENTERLINE OF SR-79 AT ,�, �� �G o AS NOTED Pte. /30/ __ DATE: RONALD J. PARKS _K INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE -""-`� -- - �� = �°� P. � / _ OVER SANTA GERTRUDES CREEK; 4.5' JOHN D. TANNER III DEPUTY DIRECTOR OF PUBLIC WORKS g NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL �,� C����, � "�• "' '�F Q DATE COMPLETED PHASE I CONCRETE SI DEWAELEVAT ION = 1097. 163' N/A LK. ��� OF C�1,�F� R.C.E. NO, 60132 EXPIRES: 06/30/08 R.C.E. NO. 19744 EXPIRES: 9-30-07 pBRANDON LANE — LOTS 6 THROUGH8 OF SHEETS i S t 1 I as ] 43 ► 11. 04 ❑1 1 46 47 44 v �, ❑ 10 TRACT BOUNDARY 109 , Z- 1108 . 1 11 ❑ . 2 1106 . 3 11 ❑ ❑ _ 07 ems GEM I/ mom ,' - ❑ 1 1 ❑.. \ , 50 VC >Li QUINCY LANE _ 1 ©�0 8„ SEWER { � -�15 O 6 101 O t" 8" SEWER- Co 1m p �' OR' VAS I + + 1 1 0 Y_o h C.> T t„ '� ❑ 113- Ci I o _ ,-, oo I- , � l G � � I- � r � R A > TE co r A I C2 Y" ti ') c° ( `L N n �` co 0 r� 4� u� r N cy n 9 6z. _ /� b1 v + 'c - o l :...>j + -� 8„ WATER- + O U C- u�d O G N ca, G Q O �� pp .gw�. o) o c� o(o �.e' �' o o O ��' `� �o�o 0 0 I� la o oa �.. W W W W 2 60, Lo 'oO2, \. W W o ll � 12' 2.0% 2 212' 2.'1,0% 2 12' @ 2.0% 2 12 2.0% S2 12012' { 2.0% S �e 59.22 59.22' 59.22' 32.70' 26.03 S "' "'o -� o 49. 18' 59.22' �a 59.22' S ,o S S b ae CV S cn ` 0 cn c� o o n cn ca rn ca J '? n! ✓y w o ®cn ®cn o cn cD w ro o se O cD t!3 N r j O U? t� h a?{!8 IO w •- d•U7 t� I--• �' �C?cn u�f.,.. C� la.. d- .. N tL. O6't , Lo a$p w r CD w _ ® ao w u� ®w_ o I- _ - o cs+ d _ a N ® 0 O 67 ® °' (1 0 o r� I\I\ M °' o o Io L N s� cD I� , Zag: �e as o 09.2 �Lo N r= s. 07.2 0 0 05.9 05.0 0 09.7 n "r� o o N o o 0 5, 0� o ® N N FG ®o N 4 GF=1105.38 5' 4.68 N N ® FG 4 5 �� �5 0 FG 4 ae. 4 FG �� 5 ae 4 05.1 w GF=110 6 FG 5 � 4 m GF=1108.78 4 9't GF=1107.68 ❑ o GF=1107. 18 9't ❑ GF=1106.588 1 't FG r J \24.4 ()4-6 F=l109.78 5 ae i 06.9 06.3 ® 5 2 to FG r ; \" l 5 09.5 w Fc 4 0 07.2 w FG o FG in 10't 05.3 2 w w FG 0 GF=1105.98 1 14'f GF=1110.68 FG 3 08.7 �" 2 07.1 ,� m , FG =� C) r I, ca 2 r 05.7 V" 0 10.6 ��°2 _0 2 9'f Q ❑ FG (D -9 4 9't = FG 9 t W: Ii FG 05.9 FG 4 2 CD m 07.6 o w : m 1 0 .2 FG c� ; ® 1 w 1 09.7 w FG 1 \06.5 _® z � 1 \\ j Ln �f �` FG c� = = 11 Q5.18 0 L -{ ` ► _� 3 FGcw 6, 6' z� 2 z W z o® -105 z z FE = 1105.8 Q5.3 0' o QFG� 6' 1 0 a g 6' FF = 1107.68 z P FG 5 <- 04.6 6' FF = 1109.28 0 1 07.6 be 0 ` \ �► 0 FF = 1110.28 09.7 o PE = 1108.7 Og 7 0 o FF = 1108. 18 FG -o PE = 1107.1 07.1 06'5 FF = 1107.08 0: s� FF = 1106.48 �'• 05.3 FG 6' 1 09.7 PE = 1109.7 FG 9,g 08.7 PE = 1107.6 9'f 07.1 FG 6' FG 06.5 o PE = 1105.9 5 0 FG FG FG PE = 1106.5 FG FG ❑ ❑ �� ► FF = 1111 . 18 se FG g 07.6 5 9' S, o = 6' z o C o A 10 6 PE = 1110.6 10.6 � 5' z 5' FG zEjLj - fG D Else FG 9 05.9 a w 04.6 3. 'f 10.6'± El 11 - _ 0 z 5' FG 6' o N 0 0 0 o o z 0 o cv�� 0 ❑ f o0 1.0% MIN OL NP 5 34' F� r \` ® 0 z N� 07.4 N�g N� 0 ®IZ MIN• 05.1 0 45,34' r 111 I ® M o `� 0 1 .0% MIN. °' FL-HP o -H 1 .0% MIN. o -H N g 0 1 FL-HF 05 3 6 45' _ N o -H o f 08.5 " H o 06.9 0 - 00 0 o N N 1 .0% MIN. o o FL-HP N 2.2' 1 .0% MIN. i .0% MIN. N o 10.4 N 1 .fl% MIN. 0 ► 2.8` N FL-HP 0 0 1.0% MIN. 05.7 0 ► FL-HP 10.6 w 09.5 09.7 08.7 07.6 07.1 Q6'3 06.5 0 05.9 68.06' FG FL-HP FG FG FG FG FG _ 64.18' 59.22' 59.22' 59.22' 59.22' 59.22' FL-HP -� 32.70' FL-HP 30.47' FG _ v -v- 16 , \ i ❑3 . 2 \ 1 25 24 23 22 2 20 i ° R 17Lu ` \ 108 . 3 1 1 ❑ ❑ ❑7 . 4 1 106 . 9 " ❑6 . 3 1 10❑ 7 1 ❑❑ 2 1 104 ❑ 1 ❑4 ❑ t q�F 0 I� I�. I k 20 0 20 40 60 6 N I N I t r � GRAPHIC SCALE o 00 \ f� � (I Lu I 0 rri I o CONSTRUCTION NOTES N O INSTALL 3" P.V.C. SCHED. 40 r �3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 N f� �4 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENTui Q I' � w , � k PLANNING DESIGN CONSTRUCTION Z Q Lr 4 40810 COUNTY CENTER DRIVE TEMECULA,CALIFORNIA 92591-4679 L1 LT 6 951.676.8042 ® FAX 951.676.7240 gi www.RBF.com z i ® Q ► CONSTRUCTIONR DA Y REVISIONS DATE ACCBD BENCH MARK DESIGNED BY DRAWN BY CHECKED BY a DRAVVIAl6� t1®. o SCALE Q OFESSIp ,� RECOMMENDED BY: DATE: ��° DEPARTMENT OF PUBLIC WORKS 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �® TA�� J. FIELDS J. FIELDS J. TANNER SHEET N0. N CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL �� � ��. � PLANS PREPARED UNDER THE SUPERVISION OF ��-, COUNTY BENCH MARK T-46-81 RESET 1997" - ACCEPTED BY: DATE: �q °F TeG 3 o EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED No.60132 �* INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE ��-^ DATE: RONALD J. PARKS °� - �� Exp• /30/ DEPUTY DIRECTOR OF PUBLIC WORKS r � :-- e Q OVER SANTA GERTRUDES CREEK; 4.5' JOHN D. TANNER III Q NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL DATE COMPLETED CONCRETE SIDEWALK. ��F 1F®� R.C.E. NO. 60132 EXPIRES: 06/30/08 R.C.E. NO. 19744 EXPIRES: 9-30-07 �d'io; s oQUINCY LANE LOTS 26 THROUGH 34 OF SHEETS i ELEVATION = 1097. 163' N/A OF CAL I iq i I 1 l' ANSELMO WAY QUINCY LANE fi BRANDON LANE ® , ®� r ®� 5 �� 1 I' 1_4 1 a - TRACT BOUNDARY I C . - 11 - ' 4-7 I_�z11 C.B. -v ® ® � � U 6 PROP-30"P.D.PE> SEWER �� roN - X05-037C_ _ CHARLESBURG DRIVE TRACT BOUNDARY � b� _ 15 PROP.24"S.D.PER LD05-037C0 16 ] "� - - -__ -o _ __------- - L - I- �_ _ 1 8" �! ---g, WATER o � cv � '' -- > v' 0 50% T SEWER � 0 ------------ 2 2.Q% it CO- '� t G�� G W Q o o N \(T>11 ______-------- a - 601 Z n �, .mac' n 0, S � + u - - - - _ 0 Z6 � m o s m ., f i ! WATER a ®G � - � - __ -fes- -- 1a� p + o is O �'--- 12' 2.0% _ - __ 19 e... � 7-,-;,: 2 � 12 C�. 2.0% W O om �� _ N o 55. 18' 10. 16'o� aso� co S m,cd "� M w W of 0 o S o 55.04` o ® 46.80' . S S_ 56.96' � M 2 01.Q4 TG 4 - 4 4 o cn °rn cn7c--, o c�W o cn �® 56.96' C9 S - a0.9 99.94 TG o� o .s c� W E cn �'' rn vi r` In 99.44 IE o - � � r � o W o� o � N 56.96' FG o u� o ®V 0 0 ® o rn o IL - _ se 5 t� o w o ® pS �F 8e N �r 2 12' Q I .0% 00 5 N OQ.B a°'i� 1' oo a2.0 m <n rn w ^� 0 56. - I cv GF=1 101 .48 ® a,� FG 5° `n -- c¢v " 01.5 0 o o FG u?� 4 00° m m ®c ® er 96 S I 01.2 a 4 m 00.92 o se FG se 4 0 5 C°_ 1' 7't a� ag _ o o`` 0 01. 0 01.5 4 m Y 6'f 0 4 64 7G ice_ 44 I FG 9 , FS-GB se 5 0m 01.8 a2.7 m ai 01.14 IE 2 ® E FG �' 5> aa? 7 N N GF=1102.58 m ! FS-GB m b 1 1 � �� . C I 5 GF=1101 .7 5' 4 1' 6,t a2.3 co -' 1� 02.5 ] �� 8 FG N 02.9 �' Q1.5 m GF=1102.2 FG FG o 02.a ti _ 7 GB l se= 01.5 :o � ,� FG � FS- m m 01.2 2 FG F6 0 0 3 0� 0 6't 2 0 1 co : rn J y 0 FG 1 J ��. 6 FG 02.2 .6 2 2 1 5 �9 ,� 0� . 1 W _ � �'4 .6 N N m ® `� .p o o �, m m 2 I 2 ® 2 __= o M 0 2 FG J 02.5 .1 r� �`'Vg O°�° o 6031203.48 6'±t 0 m: z a r7 Gn tL FG d = C�' FG �� 6 c� 1 I z 1 � _� 1 1 w_ "' e�� tv 03.4 m 1 FF = 1101 -981 1 0 5 zo ® z 5, H --- o .2 FG J 00 z PE = 1101 .4 0: z ((��' to � 01.4 01.4 � GF=1101.98FF = 1103.08 GF=1102.88 L�❑ z �❑ _ o a2.8 se 5.21 .1 I FG FG .g FG 6 o PE = 1102.5 a W o 0 FF = 1102.28 0: FF = 1102.78 0. I 5' PE = 1101 .7 PE = 1102.2 t 02.5 ® FG FF = 1103.38 0 PE - 1103.68 6F=1103. 18 J FF = 1102.48 r: 0 ❑❑ 01.7 01.7 PE = 1101 .9 0 5 = 1103. 1 03.1 ) �~}�� r r FG 02.5 PE = 1102.8 z r' z FG 02.2 02.2 FG FG ® . , �m = 5' FG 01.9 FG ni cV o FG z 5' FG 5 se ❑❑ 02.8 0 o FF = 1103.98 43 I ❑ o z o ff z 03. 1 PE = 1103.4 1 a. _ ❑ se I - N�� ® Z ❑ o_ o o j� FG 5 ¢ 5, FG 03.4 0 O Ca O 1 .0% MIN. 0 ❑ c• 0 :0 ❑ z 5 FG 03.4 J j 01.2 1 .0% M Its. N 01.9 ❑ 0 0 se FG ++ n -�... co 1 .0% MIN. o ---- - 02.8 N 0 0 FL-HP FG _ N 1 .0% MIN. o cv ❑ 0 ❑ o I o co 0 a1.5 0 0 1 .0% MIN. 5' 0 02.o n ++ o FG ❑ d r FL-HP o FL-HP rn 02 3 n 5 1 .0% MIN. o r �� d o rn n _ 02.2 FL-HP N 1.0% MIN. 03.1 1 01.9 01.7 °' FG 02.5 n -H FG c(N 1.0% MIN. 01.7 FG 54.64' FG 0 0 02.6 03.1 5.2"1• 03.2 55.01' FL-HP �l 54.64' - 54.64' FG Q2.9 +� 0 0 01.4 fG 55.04' - �_ I FG 2: 1 SLOPE PER LD04-295GR FL-HP o F ow am _ 54.64 FL-HP o, � 03.4 0 _ - -- - - - ammm FG TRACT BOUNDARY am @l 54.64' 03.7 ft 64.57' u �C) I � s - ___ ---- H ANNS I - - - I _II , 11 I ! i p I � 1 0 X20 E SOP�� 06 0 � II N 20 0 20 40 60 U) I 0 GRAPHIC SCALE IJj CD I o � C 0 C o.. CONSTRUCTION NOTES N � 4€ N W ¢ (2 INSTALL 3" P.V.C. SCHED. 40 Q (3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 a W O4 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT w PLANNING E DESIGN M CONSTRUCTION CL c� z 0 40610 COUNTY CENTER DRIVE TEMECULA,CALIFORNIA 92591-4679 CONSULTIN13951.676.6042 FAX 951.676.7240 www.RBF.com o LDOO-082GR z CONSTRUCTION EC TE BY REVISIONS ACC"D BENCH MARK DESIGNED BY DRAWN Y CHECKED SCALE OFESSIO DRAWING NO. o @� RECOMMENDED BY: DATE: � � o 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��� ! J. FIELDS J. FIELDS J. TANNER DEPARTMENT E T F PUBLIC WORKS Q S CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL w ® �`�'� �� SHEET N0. COUNTY BENCH MARK T-46-81 RESET 1997" PLANS PREPARED UNDER THE SUPERVISION OF EASTERLY OF THE CENTERLINE OF SR-79 AT of T AS TOTED m 60132 r ACCEPTED BY: DATE: �� AcGPRECISE GRADING PLAN INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE -~-- ----- v~ o Exp. `30® DATE: RONALD J J. PARKS 4 OVER SANTA GERTRUDES CREEK; 4.5' JOHN D. TANNER III DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 32437-1 - DATE COMPLETED NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL �d C j y�� �� a = Q I PHASE 1 CONCRETE SIDEWALK. ��F tE® R.C.E. NO. 60132 EXPIRES: 06/30/08 Q ELEVATION = 1097. 163' N/A OF C hL R R.C.E.C E NO. 19744 EXPIRES: 9-30-07 drfo 1989 `� CHARLESBURG DRIVE p ` ' p4 LOTS 35 THROUGH 421 OF SHEETS i