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HomeMy WebLinkAboutTract Map 32437-1 Lot 9-25 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 WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION 16 216 /Y0071 4b. ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. PHASE DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A OTLS MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL LOP AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR ,� O A MINIMUM OF 3 FEET. � 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2 : 1 . p e cl s e Gr adinPlan9 P 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR � STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED I SLOPES OVER 3 IN VERTICAL HEIGHT OR T of T�' �1C� Cl.� c� S�HAT ARE ADJACENT TO GRADED AREAS � � I If TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. Yornia F 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL LEGEND _� 1 *mousse 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 TC COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. AME3BURY LANE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S FLOW LINE � W, -' - - 31 48 PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH � Z 1Q REPO Hp '- HIGH POINT r 4 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO � 7 8 9 1O 11 12 13 14 $ 8 G� ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, � Z Z' 32 47 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FINISHED GRADE FG Q � � 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS � �Q1 3 � } ONE FOOT. � O 33 48 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY TOP OF GRATE TG � 41 40 39 38 37 36 3S :0:0SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED FEBRUARY 17, 2004. � Z 42 y' VICINITY MAP TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS TOP OF FOOTING TF 7FtAC7' 243-1-@334 45 DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION - - � NOT TO SCALE THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY TOP OF WALL TW �SOILS REPORT. WENHAM WAY--- 35 _ _ 3s 44 9. THE CONTRACTOR SHALL NOTIFY THE PUBLICLOT WORKS DEPARTMENT ARAINAGET LEAST 48 TOP OF SLOPE TS HIGH POINTi PAD ELEV. -o. MIN. T�ISSINSPECTION EMUSQUBETAPPROVED ING SPRIOR TOABUILD�IN6RPERMIT CLEARANCEINSPECTIOGARAGE FLOOR GF o000.o ( 2S/ 213A �j/� 43 � 34 3� 43 r� FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951 ) 694-6411 . � MUDSILL 6 RJz MIN. I Z 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION PAD ELEVATION PE 0000.0 , 2 I AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY WA VERLY LANE PARK �� � 27 I 37 42 IN GARAGE AREAS I � FINISHED FLOOR FF 0000.0 44 33 I GARAGE FLOOR SILL IS 6" MIN � :� : •` ABOVE GARAGE �,�' 110 �• NG THE GRADING PHASE. --_-�'_ (14 � `'� � * 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WATER SERVICE -QW � �N. j�� �8 � m 38 41 FLOOR SLAB v rte B ray (; RI SC or WHERE APPLICABLE, GROUNCITYDCOVER, TREES, SHRUBS, OR A PROVALCOMBINATIFINALON THEREOF VARIES (ac�1 B � ** ��T*CHGARAGE VARIES SLOPESIN �OV�ER4'WINVERTICALDHEIGHTPRI�SHALLTHAVEPPERMANENT IRRIGATIONINSPSEWER SERVICE -O } J 4S 32 M DETAIL � *** ��) we) WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. DRIVEWAY W / � 2261 :t9 >• ' �9 4O PAD PAD z FF z z FF 12, FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS J � � O j N Z 1-� BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MAT �/ � 31 MATERIAL. IF SLOPE STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRA I NZ 2 � �/////~% 30 � 4� EMERY DRIVE MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 1 / y A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL LOT NUMBER 11 � Z �APPROVE PLACEMENT Q 20" � 12 MIN. ABOVE PAD ELEV. ZzQ30 7FtACT �d37�3 �z � � �, �Z 0 ILL. 1A � 3 �N �%/ V�% 31 48 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES UNIT TYPE/ELEVATION 13i , ROUND OFF TOP Q �o$ a� ARE � s ZO .- MA E INSTALLED. PROTECTIVE MEASURES SHALL B� IMPLEMENTED TO PROTECT ADJOINING 21 P/L �F ��� k r- AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING 4 W; � ��� � 32 � 5 04 R W GRADING OPERATIONS. INVERT ELEVATION IE � � 29 48 14, DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. BACKWATER VALVES BW 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS S �///1S 33� 19 18 TYPICAL SIDE YARD DRAINAGE 11� �E- ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED ENHANCED ELEVATION TYPE- EH 28 DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY� CIVIL ENGINEER WHERE: 18 MIN TO GARAGE SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL � , 17 49 GE DOOR AN 10 MIN TO BUILDING. SLOPES OVER 30 IN VERTICAL HEIGHT. � �� � OTHER PORTIONS OF THE STRUCTURE (PATIOS, PORCHES AMOUNT OF EXTRA DEPTH SECTION A"A ENTRACES MAY ' 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION FOOTING REQUIRED O b' � 9/13� ----�` DISTANCE BE A MIN OF 7 . '- FOR REAR YARD SLOPES GREATER C ROPERTY CORNER TO THE GARAGE �� ORNER MEASURED ALONG THE PROPERTY LINE. OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION �/ THAN 5 IN VERTICAL HEIGHT (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO 18�/ .. „_, VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT EXTRA DEPTH FOOTING � � 7 91, � , � THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN GROUND SHALL BE GIVEN. (� 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES ADA PATH OF TRAVEL -� - - �-- f-" a�R IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS DROP a CN� �' MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE p.X' 717A 3247 3 ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE DROP GARAGE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. 35 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 38 R NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. �/ 37 '�'� VARIES *** VARIES *** VARIES *�* P/�- 38 6 MIN. 6 MIN. 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO J 39 3' MIN. 1 ' 1 ' 3" MIN. 3' MIN. 1p COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 40 MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN. 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A �,�.°° F� �� � FG FG PUBLIC RIGHT-OF-WAY. v`�' •'': •.; 'VO EXTRA DEPTH • . a 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT INDEX MAP �GQ' '°' �d.�• FOOTING .�' -1 a AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS 12" MIN. 12�� MIN. =PAD ELEV-FG � �► DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL SCALE: 1 " = 100' BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 2: 1 MAX. WHERE NECESSARY o 2% MIN. 2: 1 MAX. 6" TYP. 2q MIN. 12" MIN. 6" MIN. � 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE LOTS INCLUDED ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF 21� MAX. MIN. 21� MAX. 2% MIN. N SECTION B�B 21� MAX. SECTION C-CA OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THEZCONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. Q SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES SEE TYPICAL SIDE YARD DRAINAGE w . IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL DETAIL NOTES w RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL o FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. o THE DIRECTOR OF PLANNING AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY TO DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT 45, 45' 45' 45' r� i AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT I NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING i THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNINGM CONSTRUCTION NOTES & QUANTITY ESTIMATE 14- BASIS OF BEA RING NOTE N LL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION 1 8 � OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, Nd. ITEM QUANTITY UNIT ;n 4 � 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 � 2 � T f DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN OO LOT GRADING (17 LOTS x 50 C.Y.) $so cY � W BEEN o Q APPROVED BY THE DIRECTOR OF PLANNING. ON A MAP OF TRACT NO. 29286, M8 298/86-89. E 2� INSTALL 3" P.V.C. SCHED. 40 204 LF -r � a l � ASSESSORS PARCEL N O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 17 EA o v PLANNING ■ DESIGN ■ CONSTRUCTION OWNER / DEVELOPER PORTIONS OF 916-040-009; 910-110-013 OO INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT » EA Q LENNAR INLAND SOUTH L E G A L D E S C R IP Jill N O CONSTRUCT DRIVEWAY APPROACH PER CITY OF TEMECULA STD.N0.207 17 EA z 0 a TYPICAL FOOTPRINT 40810 COUNTY CENTER DRIVE 40980 COUNTY CENTER DRIVE, SUITE 110 TEMECULA,CALIFORNIA 92591-4879 LOTS 3 THRU 6 OF TTM 29639-2 AS SHOWN IN BOOK 345, � Ix C O N S U LTI N Q 951.676.8042 ■ FAx 951.678.7240 • wwwABF.com TEMECULA, CA 92591-6022 SCALE: 1 " = 40' o (951 ) 719-3462 PGS. 1-19 OF MAPS RECORDED IN RIVERSIDE COUNTY, CA. i ON L D06"164GR Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY � SCALE QQ�OF�Ss/py DRAWING NO. �, RECOMMENDED BY: � DATE: ho/ip CIT DEPARTMENT OF PUBLIC WORK831@"DIAMETER ALUMINUM DISK,FLUSH IN p YAJ. FIELDS J. FIELDS J. TANNER ��+r� � �� � � a HORIZONTAL �, 9 y SHEET N0. CONTRACTOR CONCRETE CURB 8TAMPED'RIVER8IDE COUNTY �' �^ N BENCH MARK T4"1 RESET 1997'EASTERLY OR � � � � PLANS PREPARED UNDER THE SUPERVISION OF i THE CENTERLINE OF SR-79 AT THE _ --� �- � ►•+ ACCEPTED BY: DATE: � D o P AS NOTED r�.gp�32 �, PRECISE GRADING PLAN o INSPECTOR 30UTHEA8TERlY CORNER OR THE BRIDGE OVER � =o DATE: � ��' DANIEL A. YORK o`� c � SANTA OERTRUDE3 CREEK;4.5'NORTHERLY OF � Exp. 0930%8 � THE 80UriiERLY SIDE OF THE CONCRETE JOHN D. TANN7R_0�II I DEPUTY DIRECTOR OF PURLIC WORKSTRACT 32437-�DATE COMPLETED gIpEyyq�, VERTICAL sj� �+�Y I�, �� PHASE 7 LOTS 9o*25 a ELEVATION�1097.183' N/A �j!' p�. ���1�� R.C.E. NO. 60132 EXPIRES: 06/30/08 R.C.E. NO. 43212 EXPIRES: 3-31-08 �% �.`.eee:.`.�� r a • .�Q TITLE SHEET of rZ SHEETS�Q I 1 I tI I I 1 1 I I I 34 ` � s 1 ' I i °/• � 104� 33� 415 2930r 32 2 1 � r o3' ` ) 6 27 I 1 28I - .12 - -'- fG 1 4.0 05 " 9 n�Jn L-4g•78 FG 1107 ,, 6 1 / . 1L=4.84 J 1110 . 6 1109 , 7 1 � 1 � / 1 � 1 1y' 110 3, 6 2 } � 02,6 1.o% .. +� _ 2 : 1 L=56.2 a4. - . Ofi 9 51.30 05.2 �, FG `� FL 61 .00' 2 1 2 1 56. 14' - 56. 13 2 1 56. 14 06.7 56. 13 0$.3 LO - 56. 14 05.7 - 05.0 N rp O _ •. 1 cfl - _ �. _v_ ---- - - --- --- - FL-HP _ FG FG FG FL-NP FG o 03.8 o 1 07 9 07.4 ,� _ +� 0 o . co � N +� 04.3 v) FL--HP o � 08. 08 3 _ 07.2 - 5 - 0 06 0 O 0 . v� _u 4 T FL-HP FG a 07.6 +� FG 0 FG O o N FL-Hp o -H 05.5 •5 1 .0l MIN. N FL-HP -t 1 .0% MIN. o FL-HP o o +1 FL-HP 0 ...1 .0% MIN. co 05 2 co .. ... Ir- l .n MIN. 1 .0� MIN. 06.9 co 1 .09 MIN. ca cv FL-HP o, 1 .09 MIN. N o C-0 ... N to o 1 .0% MIN. cn rn c) N 1 .0% MIN. 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FG pp C� co •.`� FG - ,- � a- -: �n FG �.�. � � �, r- cv --- cn N : � - �. co � Op --. 00 r- • • �• cv _ �- ,� --- Q, �r. N N "'. n . oa: rn ,a„ © N - `� a3.11 TG °' �.. 93 `� - o w CO N N 06.45 TG .- : oo �• �,. :N 05.31 TG 1.1' n • `n co. . T-- " �" 'n �r c� _ 00 c° r- °r .9 _ co - c�o 4 _ o a$ _ c`'�0 4 - ao co r; co �: o v e` 0 04.3 0 02.61 I E c" o o �.- c'� 05.95 I E o �n �n cn o 04.81 I E o r c"� cn r rl-- o 05.8 � � -4 �'� �� w- r- ©r.,.. �. o w o�., © o�.. v�.. ' FG 56. 13 ns 56. 14 ..-.. 1 L moose S 56. 14 56. 13 � � 56. 14 FG 56. 13 S 56. 14 �,.,. _ � , S 36. 0 f 12 2.0� •-- r •-- v o �, 2 12 2.o 12' @2.0 2 2 12 ® 2.o 2 _ Ln � 2.32 2 2 6 0 w w w Zi- -w w w +n -� LO cn rn - co ' '� ,r r�? >_co M rn �-- "? 0o s-'`'. H w as F-- �,-� a? `V "' O� �? - 5 , c� 1.00% `� co p cn N _ t� t� ,n ry o`z' 4"'�,�t� o e� 1----�.- rte,,r.o,`U a K ` �n r-- o ;-_�4 ' cv cv N a ���r• ai a �� rn a .- co a c�,- c`,` �- o .- 00 ,E o0 00 Ln , o►--- �� 00 0 3 �. Ln o ua ; t--r• �- i o`� a + c� `+o c� cn�- cn �- + 0, + c� !, o°"� _ r� .' 3 • Eiz + c�� ,! � c�� + o'�. ___._� -_�--�_ � � � � � 8 SEWER � a o �-- � a o 8 SEWER (c o a 0 �-- 0 0 0 0 0 0 15 _ 14 3 3 5 5 5 3 5 3 11 5 5 3 3 12 5 5 r 3 13 3 _ 5 _ Y5 _ _ o tiv �N - . ... .r .r .+ r - • . U 3 5 5 3 3 5 5 (0 3 3 r 2• 0 WAYv w ry 0 � v w � 1.QO�� � W �� oo -�. ��� o o � 1 1 0.80% ch 1.00% _ -°O • �- 00 , r r: �- r�o ro i• t� 00 N ^o �o c`� + ►� S a rn r• N - 8!' WATER �-`� oy� `° `-- . 8 WATER-0'0-�� �, n caJ� Qp• G 4 8 WATER - + '; + + �• + u - � N,�: ry �• ci� o �` .21 -t TC 5 - �- c�, " C� N c� "7 O"� C� � c-� O�V c-J co 0 0'�o 0 o,�t' - Oo �a, 0 c� ti .-- o � o o �- T- 12 2 80 p0•� .. .00W 53.63 - , C2Y 2 12 .o�,� 12 2.o 2 �,2 2.0� �, N ....,. .� � �.. , "'_` ' ' 59.50' S 6.78 37.26' �- ,� o �'• _ - , 59.51 59.50 S 59-50 �. r� r- o N�`" r- caw o c� - o� �.', 05.01 TG 4 to o' 3.82 TG �'=.�•. " o ca w F.. ,_. c © �n o a 1S ,..• "' 04.51 I E a�- o .' 00 © 'rn o�' 4 00 °� :b� v� �.. , cv .�►.c9�. 1g 3 - ,..._ �► v' r... �-- ca cv o 4 � 7• _114 tY . •.. . 03.32 I E ,n : �- 05.6 rn 04.4 ti N 0 3 Ui a� r GF •1 . 05.7 CN N ^7 2 09 8 ^7 ." cv 3• 0 FG 5, o FG • N 5 , 6 FG Q o o FG N 'd GF�1103.78 FG o r ". ,4 r 4 5 I a0 0 t GF=1 105.48 _ 4 4 Oo Q3. GF=1 106.08 4 m GF=1104.88w '104.88 .9 5 FG 03.7 Z I 5 05.7 05.4 05.2 � 04.5 1 FG FG GF-1104.28 1 ± GF=1106.68 FG FG 2 'a' FG 7 t .2 c4 o 0 1 I �' T 04.a o . 06.4 cn .3 10' �' r' 10 04.2 FG J 1 I I 0fi.fi FG J , ; ow toll �- rn �. 0 4.8 Y FG Z_ FG 06.0 0 .2 N �. FG o .1 z 5 1 . io I J I - 1B\ M 0 sww o 1 3. I � � 13 `� o• .1 z z - •1 � z I .. O• �w o ,�, �, �, FF . 110 I 1 � � 12 � .7 FG • R FF = 1105.98 ss '�' z P - 11037 03 , • � o I z z o spa= �' ..� FG , • 1' 1 A M o PE 1105.4 • 0 04.8 �' se 1 p3.7 5 9• �Z�• 0� I I 1 S c? FF = 1106.58 06.0 .4 o FF - 1105.38 FG ,.: o FG 1 F PE -- 1106.0 FG 6 1 05.4 05 04.8 PE = 1 104.8 ' se ' I 06.0 FG FG 6 _ o. 5 I FF 1104.78 a ? g 9 11 I Q6.6 FF = 1107. 18 06.6 6 ----- ----._... .. - 5' _..._ 04.2 PE = 1104.2 0 , o N 1106.6 5 ❑ FG 8. 7 I 6' 1 M . - o a • _ 1 _ 4 M o a � - .0� I � 7 ap L=29.4 I I z0 `� � _ z r - z 3 o ►�. 0 03.5 0 � o Q - 0 N O o N N O i I cv ca 1 .0% MIN. _ 0 - 0 O O f r I -H ... o ++ ... 05.2 � q ... o +� ... 1.0% MIN. cn 40 1 .0�' MIN. 06.4 00 0 o4.a 4 0 05.7 1 .0% MIN. a) FL-HP 04.5 1 .0� MIN. c� .-- 0 .2 L_6F � N cv FL-HP v N 06.0 05.4 0 04.8 FL--HP G 06.6 cn N FL_Hp F . • I FG FL-HP FG FG ! FG 16.78' L-46.13 r l TRACT BOUNDARY 59.51 59.50 59.50 59.50 2 1 f r 2 . 1 2 . 1 2 : 1 - � E 2 : 1 2 : 1 - - - - - `- - - -V - --- E n O 2 3 6 4 I 103 ., 0 - o 11 1102 c � -. 1103 " 11104 . 11 ^ 5 11 n � 1106 ,, 6 � I o O• z '� r z R/w .r �"-�-� � ' S w FL OF PIPE 1/2" S I DEWALK INSTALL REMOVABLE ca ABOVE GUTTER 6 PLUG FLOWL I NE a INVERT ELEV. O.A 4" PVC o f PER PLAN 2 � - 1 1/2 MIN. COVERCN _ 20 0 20 40 60 7777 -• `''C ti r. . a += + • ti GRAPHIC SCALE �. !, !, t z INV ELEV PER PLANT"` " `� CURB & GUTTER CONSTRUCTION NOTES Q 3"x 4" REDUCER 4"x 4"x 4" TEE SECTION A-A °- V SCHEDULE 40 3 MIN PVC ( ) INSTALL 3" P.V.C. SCHED. 40 U 3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET w 4 INSTALL 6" GRATE PER N.D.S. No. 40 OR EQUIVALENT ca PLANNING ■ DE91DN ■ CDN9TRUCTIDN ELEVATION PRIVATE GRAIN "THROUGH CURB DETAIL � z d CONSTRUCT DRIVEWAY APPROACH PER CITY OF TEMECULA STD.NO.207 Q 40810 COUNTY CENTER DRIVE _j ■ TEMECULA,CALIFORNIA 92591-4679 C C]N S U L`T'I N 13 951.676.8042 FAX 951.676.7240 ■ www.RBF.com LD06464GR Q DRAWN Y CHECKED BY DRAWING NO. a • DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY RAW B CONSTRUCTION RECORD SCALE �Q��SS jp RECOMMENDED BY. DATE. l 7 DEPARTMENT OF PUBLIC WORKS a � y' FIELDS J. FIELDS J. TANNER � J I SHEET N0. o TEMECULA 3112"'DIAMETER ALUMINUM DISK,FLUSH IN O , T ANN CONCRETE CURB STAMPED RIVERSIDE COUNTY lqr HORIZONTAL ,`4►► PLANS PREPARED UNDER THE SUPERVISION OF vl CONTRACTOR BENCH MARK T-48-81 RESET 1997 EASTERLY OF ci r' �"�' d � ACCEPTED BY: DATE: � d � r PRECISE GRADING PLAN o THE CENTERLINE OF SR-79 AT THE r'' -- co rn 4�R AS NOTED No.60132 � DANIEL A. YORKin SOUTHEASTERLY CORNER OF THE BRIDGE OVER DATE. TRACT � INSPECTOR SANTA GERTRUDES CREEK;4.5"NORTHERLY OF Exp. 06/3%8 : . � �,. DEPUTY DIRECTOR OF PUBLIC WORKS TANNER IIIPHASE JOHN D.THE SOUTHERLY SIDE OF THE CONCRETE ,� :-....... �'VERTICAL �► C L " » . '' a SIDEWAM y 1 'ra :i $g:.. DATE COMPLETED ��`' � " R.C.E. NO. 60132 EXPIRES: 06/30/08 R.C.E. NO. 43212 EXPIRES: 3-31--08 %, �;���° ANSELMO WAY •• LOTS 9 THROUGH 25 OF � SHEETS i ELEVATION 1 Q91.1 Q3 N A a� AL1 / C T