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HomeMy WebLinkAboutTract Map 32437-2 Lot 1-4 & 15 Precise Grading GRADING N 0"m8 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION AND WATESEDIMENT CONTROL ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE STATE � hip 21b ACTIVITIESURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION � �b T SpR/N 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. BUII.- DOUT PHASE � LOTS HROUGH DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL �'qQ SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR Gr A MINIMUM OF 3 FEET. � � � ' �� � 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2 1 . 0 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEARQ1 n16 4 STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED C� aI �fo � I �SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREASn C� � o em �� u aof � TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. LEGEND ��Ec'►' `� 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL SME / ENGINEER, SOIL ENGINEER; OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY TOP OF CURB 0000.00 THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. T� 1 FLOW LINE 7 G7 337--2 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S �Q PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO //��l///, - - - -1°Q ��1G ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG GRADE, ELEVATION AND. LOCATION OF CUT / FILL SLOPES. � AME8BURY LANE 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS ONE FOOT. J. 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY TOP OF GRATE TG TRACT 3437 z VICINITY MAP SAILS INVES,TLGATION BY LEIGNTON AND ASSOCIATES DATED FEBRUARY 17, 2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS TOP OF FOOTING TF / NOT TO SCALE DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION ; THAT GRADING HAS BEEN DONE IN- CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY TOP OF WALL TW SOILS REPORT. �y' ���� HIGH POINT_ TOP QF SLOPE TS � /W TRACT 3243y�3 PAD ELEV. 0. MIN. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 J 2� A HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE GARAGE FLOOR GF 0000.0 TRACT 32436-sir FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951 ) 694-6411 . � MUDSILL 6 MIN. PAD ELEVATION PE 0000.0 ' 1� - WENHAM WAY - IN GARAGE AREAS 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION SILL IS 6" MIN AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY FINISHED FLOOR FF 0000.0 GARAGE FLOOR '. 100 DP. 1oitp. DURING THE GRADING PHASE. :• : �, T ABOVE GARAGE FLOOR SLAB � Zs 28 VARIES � B ARI �k** B ,� C; RI Sri 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WATER SERVICE -Q ��) * VARIES ��} WHERE APPLICABLE, GOD INACCORDANCEWITHCITYCODES,PRITREES, SHRUBS, BCOMBINATION BO ORTOTHEAPPROVAL. OFFINALINSPECTTHERE� GARAGE D�TAILON. SEWER SERVICE -QS ' PAD PAD SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS 24 WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. DRIVEWAY � VypVER�Y SANE PARK 2� H FF � � FF 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED, OF WEEDS, DEBRI-S, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF ''�------.--_ B4 SLOPE 23 28 STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN � � W MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. Z �� z z LOT NUMBER 1 1 �. Q 12 MIN. ABOVE PAD ELEV. ,_., �_ �, � A REGISTER€D CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL .� 00 � $e )E" 001-4 z � � � � APPROVE PLACEMENT OF FILL. a 22 $9 } o �� r'� � o 1 A � is � 3 V ROUND OFF TOP 13. TEMPORARY DRAINAGE SHALL BE PROVIDED' UNTIL PERMANENT DRAINAGE STRUCTURES UNIT TYPE/ELEVATION R O � P/L ARE INSTALLED. PROTECTIVE MEASURES SHALL 8E IMPLEMENTED TO PROTECT ADJOINING � � 21 � � I 5' R WJ, AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. INVERT ELEVATION IE 2 14 � 30 14, DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. BACKWATER VALVES BW 4 � 20 TYPICAL SIDE YARD DRAINAGE 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS _ $ 13 31 � �c DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY ( 1 .5) SHALL BE SUBMITTED TQ THE PUBLIC WORKS DEPARTMENT BY A REGISTERED ENHANCED ELEVATION TYPE EN , ' WHERE: 18' MIN TO GARAGE DOOR AN 10' MIN TO BUILDING. CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL � 19SECTION OTHER PORTIONS OF THE STRUCTURE gPATIOS, PORCHES, SLOPES OVER 30' IN VERTICAL HEIGHT. TRACT 3248-r� 4, ' �2 ��A ENTRACES) MAY BE SETBACK A MIN OF 7' . AMOUNT OF EXTRA DEPTH FOR REAR YARD SLOPES GREATER DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION FOOTING REpUIRED O 12 , THAN 5' IN VERTICAL HEIGHT CORNER MEASURED ALONG THE PROPERTY LINE. OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION 1$ VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED (W,I,THrRESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO $ THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT EXTRA DEPTH FOOTING � 11 33 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES GROUND SHALL BE GIVEN. ADA PATH OF TRAVEL � _ _, �„ � 17 MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS DROP ' 8 ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE DROP GARAGE O•X 10 34 N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. � 18 10 18. EXISTING DR�RINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. ' 9 VARIES *** � VARIES *** �� VARIES *** P/L NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ,/�� � 6 MIN. 6 MIN. 3' MIN. 1 ' 1 ' 3� MIN. 3' MIN. 1 ' 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 8 pµ1VE/' � ' MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN. COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ��EggUaG 7l7AC1' 39.437--#3 FG �� � FG FG � 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A GNp► $$ .o; Q PUBLIC RIGHT-OF-WAY. / 38 .:�; •.; ' ' EXTRA DEPTH ;.• o 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 37 '°' �e.� FOOTING Al "' AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS ... -�/ 38 12" MIN, 12" MIN. =PAD ELEV-FG __� 2; 1 MAX. o DISCOVERED DURING CONSTRUCTION.. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL --�"�_J 38 0o WHERE NECESSARY BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. $2 - -�� 40 ,"''� 2� MIN. 2: 1 MAX. 6" TYP. 2� MIN. 12'� MIN. 6" MIN. � 22. THE ISSUANCE OF TH I,S FERM�I.T BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE mum ►"' 44 4Q 41 ,� �G��;' 21% MAX. MIN. 21% MAX. 2% MIN, J STATEANY LORRANCES FEDERALR�NDANGEREDM STATE RSPECIESLACTSNOREWATERULATING QUALITYTHE REGULOATIONSNST�E S3 $� 4's j� SECTION B�B 21� MAX. S E�1'IC�N CmwC CONTRACTOR/OWNER/DEVELOPER I'S RESPONSIBLE FOR OBTAINING THE APPROPRIATE SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES SEE TYPICAL SIDE YARD DRAINAGE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. � -- DETAIL NOTES 3 0 23. IF AT ANY TIME DURING EXCAVRTION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL INDEX MAP 0 RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE N EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY SCALE: 1 = 100' m OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL a FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. � LOTS INCLUDED THE DIRECTOR OF PLANNING AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY TO 45' ry 45 � 45' 45' N 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 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 CONSTRUCTION NOTES & QUANTITY ESTIMATE SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION BASIS OF BEA RING NOTE No. ITEM QUANTITY UNIT 1 v? � w 4 � OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, � 2 � p { THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42°51 '35" WEST Ql LOT GRADING (5 LOTS x 50 C.Y. ) 250 CY d- o � � w o DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN � JL-Ir 1 � `n i BEEN APPROVED BY THE DIRECTOR OF PLANNING. ON A MAP OF TRACT N0. 29286, MB 298/86-89. 2Q INSTALL 3" P.V.C. SCHED. 40 so LF • w O CONSTRUCT PRIVATE GRAIN THROUGH CURB PER DETAIL ON SHEET 2 5 EA ASSESSORS P NUMBER, W / PORTIONS OF 916-410-004 TO 007 40 OR EQUIVALENT 5 EA � CL PLANNING � DESIGN' OWNER DEVELOPER■ CONSTRUCTION OO INSTALL 6" GRATE PER N.D.S. N0. � c� z O5 CONSTRUCT DRIVEWAY APPROACH PER CITY OF TEMECULA STD.N0.207 5 EA Q LENNAR INLAND SOUTH LEGAL DESCRIPTION TYPICAL FOOTPRINT 40810 COUNTY CENTER DRIVE 40980 COUNTY CENTER DRIVE, SUITE 110 TEMECULA,CALIFORNIA 92891-4679 C�N S U LT I N Q 951.676.SQ42 � FAX 95t67s.7240 • wwwABF.com TEMECULA, CA 92591-6022 LOTS 3 THRU 6 OF TTM 29639-2 AS SHOWN I N BOOK 345, SCALE: 1" = 40' j (951 ) 719-3462 PGS. 1-19 OF MAPS RECORDED IN RIVERSIDE COUNTY, CA. LD06,w �72�� Q CONSTRUCTION RECORD DACE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o SCALE o Q�OFESSIpNRECOMMENDED BY: ,_DATE: 3 x3 ��7 �I�� �� T E ��L� pEPAR7M�NT OF PUBLIC WORKS31/2"DIAMETER ALUMINUM DI3K�FLUSH IN TANN J. FIELDS J. FIELDS J. TANNERSHEET NO CONTRACTOR CONCRETE CURB ST COUNTY HORIZONTAL �� �� � �y PLANS PREPARED UNDER THE SUPERVISION OF � �- DATE: �L?7d7 PRECISE GRADING PLANBENCH MARKT-4881 RESET 199?'EA9TERl.Y OR ' .__ .- � p7THECENTERLINHOF8R79ATTHE � "' � ACCEPTED BY: � � o 80UTHEA8TERlY CORNER OF THE BRID(i8 OVER AS NOTED � No.60132 �, �--,,,,,....,,�- - DATE: S 4 " V! €�!� �f D�r�Jil�- �►.'M'•� �� INSPECTOR gyp. ����� � A TRACT 32437.w2. SANTA OERTRUDE3 CREEK;4.5'NORTHERLY OR � � Y DIRECTOR OF PUBLIC WORKS/CITY ENS I NEER �r``"� a=a>� THE SIDH OF THE CONCRETE VERTICAL sJ' e�y��, ��'e JOHN D. TANNER I I I �3�L 3) o$ �� .,�`..�:..;AI. t BUILDOUT PHASE - LOTS 1 THROUGH d AND 15 ~ DATE COMPLETED 1' 0� 60132 06/30/0$ R.C.E. NO. ►� EXPIRES: y�'�o��`19e$�� � a / ELEVATION�1097.183' N/A � 4F C A�1� R.C.E. NO. EXPIRES: �,Kn off° TITLE SHEET OF Z SHEETS � i 1 TRACT BOUNDARY 32 / 3 ' 3I 1 I I I l I - 2I 1 1 I I l I 1108 ,, 9 1110 . 6TRACT BOUNDARY / I 1' I 1110 ,. / +� fi4.00 2 : 1 7.42 07.6 60.00 _ -_ _ ?. 1 Lo 60.00' 2 : 1 - 62.00 2 . 1 FL FL-W _v_ - --(0-- - - _v_ �, �---- � 07.8 } dz -- ._ - - - T. 08.2 - ii - 07.2 06.6 I (� 08.0 - .4 `�' ►n FG a 06.9 +� FG FG - ` FL-HP Fc o 7.10 � o FL--i-� r� 46.4 ,� I �- 07.8 1 .0 MIN. 00 a N +� -HP +n - MIN. oo FL c» 00 1 .0% MmobIN. o 1 .0% MIN./-...1.0% rn FG � z v, 06 N •• � �• `~' - 7.59•' 0 07.8 0) 6.09 - I o z a ❑ N 0 0 0 z 6.05 r- FL ❑ FG fi 6.64 FARK LOT 4. r` 6 49 FL �' cv FL I 5 `� 1:1 0 FL N � � 1:1 5 I I 5, . : FL 5 I 08.2 08.2 5 ❑10:1 06.6 06.6 . i . I z 07.2 � FG FG z FG FG z 6 ►-� • Z_ FG /4B\ I 0 m !. 6 i' z 0 '� 07.2 (] r o &: CD 07.8 �► 1 • o FF 1108.38 ` r- r- FGL.2- FGoo R o _ ~zo I .1 .- PE 1107.8 z � a "17I FF = 1108.78 4' GF=1107.88 r' FF = 1107. 18 I FF = 1107 78 ' I PE = 1108.2 s� �? ,t PE - 1107.2 � PE = 1106.6 I 1109 . 7 J / 0 .1 I LL r L. 07.2 . J � I - n 0 FG .2 .2 ' I o Q8•2 � - .5 .5 2�. 1 � 06 6 I 1 ' I FG 07.9 M v.. w 06.4 FG 2't I 1 t 131±1 FG © V_ 3 ca FG GF=1108.28 5 n 07.3 .6 `° 06-9 GF-1107.68 j T_ own 8 FS 07.8 o FG 8 06.9 FG F=1107.28 5 4 ,�- 1 2' FS-GB 9.6 f 4 4 ' - 07.4 00 V.- , © 06.7 o 06.2 • - .9 .9 _ ' a FG �r ¢ a• FG It CN 00 Q0 �' Q te.. Ln 06.9 (V x5.74 TG Op I ��o c� '�,' 4 5.24 IE .� �� � I 49.00 S S 60.00 S 60.00 S 62.00 1 12' 0 2.0 12' a 2.0 Qj 2' �► 2.02 2 12 2.(�L ;nw � a cn I6 w W W W W 1109 . 2 ao U w r - (o N c.a w .-- - U w N - U w `-C)_ 06 83 .fid �---►-a cD }-00 O I rn - F- N r aQ F-- , q� Rao F-- ry • . 1 RIM coo co vD C, I 4- cv to o �co a r� co r� v �, 03.01 �� ��' + u + �� + u N RIM 10+00.00 BRANDON LANE cq w o ' I c� 'n �" c� �t I- =14+84.47 AMESBURY LANE o o -_ _ - r- -- o 6$ .-- - - _ o o - � -- _ __ __ 3 8 SEWER 5 INTERSECTION 1 2. 1 3 5 �`I 1 1 5 .���0 5 12 3 13 14 1 I ••. ... B#MNDON NE 2't' 37't 124.00 1.0 MIN. 07.8 FL - 07.5 FL--GB x.16.00 O� �, ' 8 WATER . . q -, 00 po cn c� co cfl ca I 'Al •� •� 'o FS 14+64.7$ 00 3.4� -' nl I 5 a DwY t.. - ---..- `fl v LL. 4 06.86 . .. t - W=12.3 /y ❑❑ I I L.L. rw p ¢MIjo N 4 0 � -- ry� .... Lo I� `� �... TRACT BOUNDARY C } 0 0 4 5- TRACT BOUNDARY V_ T_ o w SWK M5 10 tet... Ham. 51 ' 4 5 8 > • • MIN' ^ .J I � r-Q,�co � 8 1 Al 18' 131 5' I � 32 / .r� 32 � r � � ymm I -�- ..�..., '-,� u - �• os. o c sw r �- 07.4 FL-GB ,n 124.00 1 .0� MIN. 5.994 I 1 �, I O 2: 1 2: 1 9 T ACT BOUNDARY 2 I I R/W t I I 5' ,.. 5' FL OF PIPE 1/2" SIDEWALK INSTALL rn ABOVE GUTTER 6"' REMOVABLE .� r r �' cq 13URYE PLUG N -• -� 1.. FLOWL I NE WAVERLY r INVERT ELEV. ,.... A 4 PVC o PER PLAN J 2% V 0 h 1, .} 1 A CONSTRUCTION NOTES 0 INV ELEV PER PLAN 2 INSTALL 3" P.V.C. SCHED. 40 S o CURB & GUTTER C'q, 3"x4" REDUCER 4x4 x4 TEE 3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET . 0 �'• m 3" MIN PVC (SCHEDULE 40) PER N.D.S. NO. 4o OR EQUIVALENT °- 4 INSTALL 6 GRATE E D Q r� 5 CONSTRUCT DRIVEWAY APPROACH PER CITY OF TEMECULA STD.No.207 N TI N E L E V�► � �- CN flo 1 1/2" MIN. COVER - 0 20 0 20 40 60 a '1', • A GRAPHIC SCALE 9 6:, _ z a- PLANNIN[3 DESIGN CONSTRUCTION z d d SECTION A-A °� C.� 40810 COUNTY CENTER DRIVE TEMECULA,CALIFORNIA 92591-4679 cl J U 13 N S U LT N'13 951.676.8(142 • FAX s�1_676.7240 • w N.RBF.com PRIVATE DRAIN THROUGH CURB D 0 LD06472GR J a DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o Ct�NB-FR�,I�G�iif3N- RECORD E)I�►TE- � BY REVISIONS DATE ACC'D BENCH MARK SCALE �Q���S jp . � o y� F J. TANNER RECOMMENDED BY. DATE. "' CITYTEMEC DEPARTMENT OF PUBLIC WORKS ¢ 1 ER ALUMINUM DISK FLUSH IN p J. FIELDS J. FIELDS SHEET NO. C) 3 i2"DIAMETER � � ta, TA�N� � . CONCRETE CURB STAMPED RIVERSIDE COUNTY HORIZONTAL ,�� � � PLANS PREPARED UNDER THE SUPERV I S I ON OF � CONTRACTOR BENCH MARKT-48-81 RESET 19WO EASTERLY OF u, ',; -w - � �� . ,.• � ACCEPTED BY. DATE: al?7107 a T OFSR-79 AT THE r� ,,, ... �-� CU PRECISE GRADING FLAN THE CENTERLINE AS NOTED `�' No.�C�132 ^� � � - � ,�►•��. � �� � � SOUTHEASTERLY CORNER OF THE BRIDGE OVER ` ,► DATE. y '�'' �"►'� INSPECTOR Exp. 06/30/08 ��'� TRACT32437-2 � .{x DIRECTOR OF PUBLIC WORKS/CITY ENGINEER Y' SANTA GERTRUDES CREEK;4.5'NORTHERLY OF g in :i�.•�.l"I.iA•1.1�d• THE SOUTHERLY SIDE OF THE CONCRETE JOHN D. TANNER III d VERTICAL �" C �, '`�, BUILDOUT PHASE 4 DATE COMPLETED sIDEWALI� �I j► `� d .... .... �' 06/30/08 s f�. :�98�:� a fR ;t ELEVATION1097.183 �` �d R.C.E. NO. 60132 EXPIRES: R.C.E. NO. EXPIRES: fah . 04 as 0 �1 �> BRANDON LANE LOTS 1 THROUGH 4 AND 15 OF 2 SHEETS N/A F �A