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HomeMy WebLinkAboutTract Map 32436-F Lot 1-4 19-29 Precise Grading GRADING NOTES215 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION %%j N� AND SEDIMENT CONTROL ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE STATE � WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. qo 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. �• -- �� P D A 19 PHASE44 BE CONSTRUCTED Ov DRAINAGE SWALES SHALL BE A MINIMUM 0F 0.2 DEEP AND L OTS 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 isPER FOOT FOR a A MINIMUM OF 3 FEET. � 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 21 . Precise Gr din 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 OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS of Temecula Soaliformn"O� i � a TO DIRECT SURFACE RUNOFF AWAY FROM THE 0 F SLOPES. n �� 7 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL LEGEND � ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL TOP OF CURB 0000.00 COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. T� ) K 32437 ----a2 TR 32437---a 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S FLOW LINE FL � � _ _ _ -. VICINITY MAPS PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH ACT BOON GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO HIGH POINT HP NOT To SCALE 1-4 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FINISHED GRADE FG 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN s 1 8 ' MUDSILL 24 6'p MIN. HIGH POINT ONE FOOT. FINISHED SURFACE FS � PAD ELEV. -o. MIN. IN GARAGE AREAS A 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY TOP OF GRATE TG 8 9 GARAGE FLOOR :. SILL IS 6" MIN F� SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED FEBRUARY 17, 2004. 22 :• : �� ABOVE GARAGE Z Z TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS TOP OF FOOTING TF - DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION FLOOR SLAB a��� RECOMMENDATIONS OF THE PRELIMINARY 7 'O � THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE SOILS REPORT. TOP OF WALL TW � GARAGE DETAIL gyp'np, 10 i1P. 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 TOP OF SLOPE TS _ � RI VAES ��T B ARI *�* B (� C v RISC HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. iA THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE 12" MIN. ABOVE PAD ELEV. F�� * Nola) * VARIES ��) GARAGE FLOOR GF 00000 CD EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951 ) 694-6411 . . �8 1S 14 � ` ROUND OFF TOP PAD PAD 14. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION PAD ELEVATION PE 0000.0 11 Z FF � � FF z AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY 17 P/L 18 5� DURING THE GRADING PHASE. FINISHED FLOOR FF 0000.0 13 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, - 12 WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF WATER SERVICE � � YWz 10IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS SEWER SERVICE1 �p se� � �o�M WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 4 �MAX �- Ak r DRIVEWAY SECTION ASA 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS � R/W BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF FOR REAR YARD SLOPES GREATER ALLEY EOP --'00/ STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN SLOPE THAN 5' IN VERTICAL HEIGHT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. sc9 TYPICAL SIDE YARD DRAI N A G E A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL LOT NUMBER APPROVE PLACEMENT OF FILL. �• 4c DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY 1 A \\goo, � �e �k DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE . 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES UNIT TYPE/ELEVATION ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING R 6" MIN. VARIES *** VARIES *** �� 6 MIN. CORNER MEASURED ALONG THE PROPERTY LINE. AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING 2' MIN. 1 ' 1 ' 2' MIN. � * * VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED GRADING OPERATIONS. INVERT ELEVATION IE MUDSILL MIN. MIN. MUDSILL THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN Y METHODS APPROVED BY THE CITY ENGINEER. 6 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES 14. DUST SHALL BE CONTROLLED B F� �� � FG IS NOT LESS THAN 6 FEET. 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS BACKWATER VALVES BW .o: .o. . ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED 100 0 100 200 300 AMOUNT OF EXTRA DEPTH ••�• •e. CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL FOOTING REQUIRED0 12" MIN. 12" MIN. SLOPES OVER 30' IN VERTICAL HEIGHT. SCALE: 1 "=100' 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION EXTRA � 2% MIN. 2: 1 MAX DEPTH FOOTING OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION . 6' TYP. 2% MIN. 21% MAX. MIN. 21% MAX. (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT DROP SECTION BwwB GROUND SHALL BE GIVEN. DROP GARAGE O.X' 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS � it 41 it SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE INDEX M A P N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. VARIES *** P/L 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. S SCALE: 1 " = 50' 2MIN. 1 ' NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. A SESSORS PARCME . MUDSILL MIN. L UMBER �� MIN. 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO PORTIONS OF 918-41Q-004,008,008,007 � LOTS INCLUDED FG 6 COMMENCEMENT OF ANY CONSTRUCTION/GRADING. EXTRA DEPTH 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A LEGAL DESCRIPTION FOOTING PUBLIC RIGHT-OF-WAY. •e• =PAD ELEV-FG 2: 1 MAX 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT BEING PORTIONS OF LOTS S AND 28 A3 SHOWN ON A MAP OF WHERE NECESSARY . AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS TRACT NO.29639-2 FILED IN BOOK 348,PAGES 1 THROUGH 19 6'p MIN., N. � DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL OF Mgpg,RECORD3 OF RIVERSIDE COUNTY,CAlIFORNIA. 12'� MIN. � BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 2% MIN. N 00 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 21% MAX. SECTION C MC � ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF 0 STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE BASIS O F �E A RINIG N 4 T E �t �t 9t SEE TYPICAL SIDE YARD DRAINAGEco CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE DETAIL NOTES CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42ra$1'35"WEST N w 0 z 23. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN Y ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE ON A MAP OF TRACT NO.29286s MB 298/88-89. a z RESOURCES, OR AN EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY40' 37.5' 45' w OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL W 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 9 � 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 CONSTRUCTION NOTES & QUANTITY ESTIMATE a 2 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 N0. ITEM QUANTITY UNIT - U) OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, � � W 75o cY THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR O1 LOT GRADING (15 LOTS x 50 C.Y. ) � a DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE `n a 3e LF V) BEEN APPROVED BY THE DIRECTOR OF PLANNING. O3 INSTALL 3" P.V.C. SCHED. 40 W CONSTRUCT PRIVATE DRAIN THROUGH CURB PER C.O.T. STD N0. 303 4 EA O4 U w _ j SOURCE OF TOPOGRAPHY OWNER / DEVELOPER O INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT 4 EA � PLANNING ■ DESIGN ■ CONSTRUCTION Z O CONSTRUCT 3� WIDE RIBBON GUTTER PER RG PLAN L006-010 4 EA � INLAND AERIALa LENNAR COMMUNITIES 7117 ARLINGTON AVE.,gTE.A TYPICAL FOOTPRINT J 40810 COUNTY CENTER DRIVE RIVERSIDE,CA.92503 391 N.MAIN 8T.,SUITE 301 TEMECULA,CALIFORNIA 92591-4879 CONSULTI N D 961.676.8042 • FAX 951.678.7240 ■ wwwA �BF.com � 1)�7'`1'2�2 CORONA,CA92880 SCALE: ���-2�' LD06ms158GR Q DATE OF PHOTOGRAPHY 08/20/04 (951)817-3600 DESIGNED BY DRAWN BY CHECKED BY / CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE �Ip�ES$j0 RECOMMENDED BY: _ Qy�M DATE: ��� 4� � I T� �� �� ��U L A DEPARTMENT OF PUBLIC WORKS SHEET N0. Q 31/2"DIAMETER ALUMINUM DISK,FLUSH IN � � TARN BC BC EH CONCRETE CURB eTAMPED'RIVER3IDE COUNTY HORIZONTAL �v� � F9 �y PLANS PREPARED UNDER THE SUPERVISION OF Ln CONTRACTOR BENCH MARKT-48.81 RESET 1997" � � '��, s ----- ----._. ACCEPTED BY: DATE: _ - D�b7 ,R,�o P PRECISE GRADING PLAN o THECENTERL�NEOF8R79ATTHE As NOTED " No.8o132 � DATE: S Z. 0 DANIEL A. YORK `.,.. - EMERY Pl.A�E TR�32436-F i SOUTHEASTERLY CORNER OF THE BRIDGE OVER w �D� ����� DEPUTY DIRECTOR OF PUBLIC WORKS 0 a''`"INSPECTOR SANTA GERTRUDE3 CREEK;4.5'NORTHERLY OF � � JOHN D. TANNER .�< � PHASE 4 - LOTS law4 & 19ft29 THE SOUTHERLY 81DH OF THE CONCRETE �* �+� yc�' � VERTICAL J'f �'/Y1\, �'� ��a�a��'1989�<'yo DATE COMPLETED $����EVA71oN=109 .163' N/A 'lf Di C AL��Q� R.C.E. NO. 60132 EXPIRES: 06/30/08 R R.C C.E E. NO. 43212 EXPIRES: 3-31-08 ,�,a�,aOr TITLE SHEET of 3 SHEETS o z t _ -- 05.03 1 r TC r A r LOT LINE ADJUSTMENT PER - PA06-0381 036f 0305 0?8(r A cr+ 00000 07.1 ry 06.0 06.5pE 1105.0 7"1 06.5 r FL GB 1.0% M I N�,, .,, FL 0 FL 1.0% MIN . �__ zo v, 0 • r G , 6 @ 7 06.6 r 5 1 F p o� 5 10 1 . i w 010 • 1^' • LOT LINE ADJUSTMENT PER FF =1108.02 • j PA06-038t r �► ;� �!1 a7.1 7.52 z f' f' 7.44 r.c� �- �.. FS FE 1108 2.0%I . .-� -r, '� o LL. 06.2 PE r', I FS 9 MIN ` - -. ' X 1ON- w v. _ _ w C3I � 1 S � ' ■ P� LOT LINE ADJUSTMENT PER 2 i 0 2S 7.43 PA0 6 03866 ■g )?( 'tO �� �� � _", FG �; �0. 06.45FS a 07.1 MIN FS � � 7 O6.6 1 STEP 05.50 FG 07.4jjj '�� .� -� Fs 0 0.5s � 2 .1 o �I r -Y1 6 " 5 -�© N v 6.6% 05■43 7,6% co 1 p 10 r� v v 07. N VI v �G � � M`' •1 O, 0 _.�..� EO �8 � ,T Q, .,. 1 p • ■3 � 1,Q96 Ml � a� � � "g2,�G 4 I � �. 10' 10 ■••#v cvn 3• PE 1 o� o� -�c � 1 �. 06• � � -�• .� � 1.0 MIN 3.� 1 1 x•12 5 07■1 �`' F C S S 1 ` 06.8 - Bio . ® 1 _� o MIN 6 i�-Ick'' y FG i i 06.8 06.6 FG �, 4 -n .9 5 •� 5 0 .0% MIN Dd' 4� S . FG FL HP VOWMl -� r' . 006 FL 1.0X M I N * i�•O� l� ' F Tr O03\ V 5 r 49 i f -� V a 10 1 44 ;. AI 1 1 CD EOP I r• o 06.8 F�L II ,� 06.8 cv • �9•� n Q g t v °° qg, m v /FG 6 I , "M = v �,► o� 1 ', 1 0 11.5 FG 7.25 -.' '� - 3�► W ter.. ' S•02 v 11p� z 5w 1 ca1 10 4 4 1 rw a o .5 ,. _0WpI ■ 110� .18I 3 ' -• P� �j ��" °�•� I 1 107.72��• r � + I r ' co `- 07'6 1 W 1 2 0%� FF - 6. v' o C7 c a ao S .._ PE 110 a N � � � MIN � r��'' I /2-y-B\ �1 •� 2 � -�_ W r....-� ,.,,. � -n 8 CD� � � � FF -1107.72 8 , �' VIIIIIIIS ...0-- ■2 05, o� c)• 2 N _ av c° 1104. �S r2.0 _ oa 10 PE S ' �� PE = 1106.$ '" cn► -- •3 7.22 GF-1106 � �o o rn� � ` I g.84 �.-- G��' aeo6" MDQ Q6i3 , 06r8 06.7 / : 10) FS 4.67 FG FG 5 a v� 06.7 r i21 ` �. �- - T FG •o 31 11 �' �. D �° 1 .0% MIN 05.8 0 � ��- � 1 FL G 06.5 7.12 , _• 0 p6. ,5,5 06.37 � .0 FG 7• D6 5 � 1.5� '�' �� \ 05.5 `� �. ,. .",� �- FS F,. • 1� ,��_ FG �-,, , A� & No ` 06.8 1 ,�8' --" -110 •1 ,�" ``�. N FL 0d'2 1 4 6 --- - .. FG - " .. �-' - c" _._. di 13 _��� � � may./ ,,.� � ,� { i � 3.93 t9 fig. �^a m0 5 ''$ � J 03.74 43.33 43.17 03.47 FG u 04.81 0.5 9 a pb TC•-EC x4.58 FL Q4.1 FL FL TC 43.32 .g4 ,� as �� all. o RIM _ RIM RIM � � 7A� � � M. _PPbA, 018 cil ---- ' - ZA A 1 -1107.9 G 04.25 TC -mow.. �F a7.a � . 11vo•42 - 1 0�. CPO �. 5 03.79 IE LAN P �, i o 04.29110% N cg �,, `EC TC LF 3 -n 07.0 1.0% JAI 1' '��- -� � p 3 i 5. �r , 5, 5, % p8• '. o �G �"� � ..._ 04.,20 � .7 T F �► INSTALL v --n ap FL ,� 1 0 M1 1 1 �, 4 L OF PIPE 1/2 SIDEWALK REMOVABLE . . . 00 M;� ' va .. - - S W ABOVE GUTTER B PLUG .. . fop -n03.79 1 EF VV WA 0 1•� 0 7.1� " o -` .- FLOWL I NE ti °'. r © ~' FS ` *` `�- a d� 05.7 r; WOW05. INVERT ELEV.. R W Aw-A 4 PVC .. _ -. � 7.6 � • FL h� •0 - �' �, -n o :' S �' 05.9 -;.-�� �, e.r� Fs 4.031 PER PLAN J 2% 0 . . �� 1�' • 4 ' .P FG �._._ 05 8 �," �' _ , CL FG 1 6) . N v' 05.9 ��' 10' 6.79 r� jG `'D BB FS x z ti.. ,. ,,. ■ � �Of, ter/ M a c OVA r i F 1r 9 rq- I N a .0% - o W T_ � f 2 = 910 P� u ' �? -� 05.9 �� FF =1107.32 PE = 04.9 •. -11Qa•� v' � FG � PE � 11Dg•DZ Gtr p6,1 - 07.3 '1• �• " 1106.4 INV ELEV PER PLAN FF _ 1Da•1 ao -�' � _ 1 v r pg,2 , , �-�- . CURB & GUTTER -� �, 4 x 4 x 4 TEE N �- L��,,, 'w • •4 3 x 4 REDUCER SUBDIVISION ' �- `�' M1N ____- I , �- o FG `-: cy v 1 096 ..---'' � 10 3 MIN PVC SCHEDULE 40 w BOUNDARY 2• wry __..-- 03 j .g9 //� C ) J 8•�� ^ �,w V• r rr►� �• J 2 - r/ w {1 ~ "ltrw _ ----- 45.9 w � -9 1.Ox MIN ELEVATION 1 i OX MIN FL G8 5.3 035.5 -' �' - � 7.3 ,� d 62 � 7. 0 0)6.�8 � � S a � � 5.9 o 0 Q6• Rl ca . L FL Q ,� FG 4 e�, ., . , ry i3 ''` .. `�-'+ : .,.,, + LOT LINE ADJUSTMENT PER 40 112 OAU o� �z $ X .2 F. S ___4� 2 S v N 1 1/2 MIN. COVER 0 , 00-87 0 .� 07 (� Q ' �, r� - �+` 2■�� I I 05 r�r7 FS 4J .--- I ` `,-, .;•* r, k� ' = 1:G AL1 U' v ----- ©� 05.6FS .--- x y, , r� \� 1 r :� s k.i. hC y 0 06• ..- ` v N d • MIN 0.3 8 � 7.16 FS N ,I �t . . :} ,: �-- f yr r a r 6.73Fs rr10. t3� . 11 07Au °' 2 12 W ! P o v 1~G �G 6.3 FF --1107.92 � F G 0 . �.' �. 07•g5 _ �5 PE i 2 f1l% �„ 6» z • 1107.0 7.25 Fs FG . . FG 6.82 FF :1107.32 MIN 1 S of ,� N q1.2 z 7 � 05.3 � ��.' FS PE = 1106.4 ( . 5 N FG F w w 0 2p SECTIONA-A � 07•7 c .a G r -PI �► N j o �,, I � 07.4 � �-- _ . *.- ,�► � 0 L � FG ? • 1 GF � as - 108•�2 F °-� 1 ■D 06.6 •0.- , PRIVATE DRAIN TCURB DETAIL ■n ' . .-v I? 07. 5 FG FOco - " p2, ...� g FL F� 0''2 1 i 0% MIN w Ir'p _ FG A 11D9 07 �, FL _, _ 1 i 0% MIN FL 45.1 _ -- o d A 11 5 f FL 05.6 p_ pg� M114 07.0 FL � � 07•� � 1' 07.0 0$•0 FG 06.4 20 0 20 40 60 CON TR T � v a$• 7.0 07.6 FG ITS UC ION NOTES � ® �G � 0 06.4 FG a Q, FG 07.9 7•g '��- FG FG TSIII <!, F� � N 0 3 INSTALL 3 P.V.C. SCHED. 40 -� 1.0% M� QB.g SCALE. 1"=20' c� PLANNING 0 DESIGN r CONSTRUCTION �� 07ig S } 08.1 FG T 2: 1 4 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT FG J a 7.19 09.1 5. CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET o 40810 COUNTY CENTER DRIVE TS z ■ TEMECULA,CALIFORNIA 92591-4679G YN ROAD Q CONSULTING 951.676.8042 ■ FAX 951.676.7240 ■ wwwfiBF.com LD06458GR o CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK �� DESIGNED BY DRAWN BY CHECKED BY 0 SCALE ��QV �Ipy A � SHEET N0. I RECOMMENDED BY. DATE. U• n � 3 IM DIAMETER ALUMINUM DISK,FLUSH IN p BC BC EH DEPARTMENT OF PUBLIC WORKS CONCRETE CURB STAMPED"RIVERSIDE COUNTY 4' ' CONTRACTOR HORIZONTAL ,,`'w '� PLANS EPARED UNDER THE SUPERVISION OF 4 BENCH MARK T "l RESET 1997 EASTERLY OF R,, ��. ,..� a 10 THE CENTERLINE OF SR-79 AT THE `�' *•-` r�rt ACCEPTED BY: DATE: w�Q'"' 7 --- PREGI E GRADING PLAN Ln SOUTHEASTERLY CORNER OF THE BRIDGE OVER AS NOTED �" No.60132 ^� - _ � ��� INSPECTOR ► - - __- DATE. DANIEL A. YORK SANTA GERTRUDES CREEK 4.5 NORTHERLY OF Exp. 08/3%8 �` DEPUTY DIRECTOR OF PUBLIC WORKS '-'�-`-'�� � •�``�� EMERY P TR-32436-,F THE SOUTHERLY I JOHN D. TANNER sour SIDE of THE CONCRETE �, �, � � d VERT I CAL , PHASE 4 me LOTS 1-m4 & X19,49 < DATE COMPLETED SIDE�1/ALK. r ' Y .,� o ELEVATION 1097.183 60132 06/30/08R.C.E. q.3212 - rr "1989 p_ N/A OF A�1� R. .E E. NO. EXPIRES. NO. EXPIRES. 3 31 08 .aN�, oQ�CN� WALE AMID DRAIN --'DESIGN of SHEETS � • w 1 ' • • / 54.8�t W 1106.0 jp�ii0000000w� 80. v PE ► 40. 9.2' -4 + LOT LINE ADJUSTMENT PER EE =11(]S.OZ PA068 -- �. 1107-1 -03r -r` ''"�� --,, ► PE ! FF 1108.02 r ' r PE 1107.1 Y war 11p$ LOT LINE ADJUSTMENT PER PA08-03% �- 37.41* -' it 41.1't v t 10 � 0 12 1 E 11 X35.7 " •oo N 36.oa , 58 - 4.33 t IS 39.82 -- S 9 4.32 S 72.05 . 1 �- u 90.70' 4.92 s 28.83 cn 1• 13.72 4 3 p a 09. 142 ti 1 ` ` . • � * _ =1107 72 co PE GP 1 pE 1108. /2yB3 S • PE 110 .8 7 0 t rf-__ 1 FF =1107.72 • . 3 3 2 WI , 1 PE - 110 .8 ,��s w �...-�-�- GF=1108.92 '- .. � 14+g4 00 d r� • 4.85' b ` � 19 .92 24' ACCESS v w- b �= �_'` EASEMENT TT..•"ter `+" "v � � w � � '3' • 1 co1 r 40 .6a v' " -''-- � �� ti'ti' ``:�' u�i EOP , EOP 7 •••� • " „� 8.� GUTTER 8.5 IV t, ,tom 17 :;,:;O`': ?0• G �� -� �_� 54.28 t � � ,...., .. • _ 2 10 - 10 t, 2 L79.41 PAD �t� 2 * PAD RIBBON GUTTER PER ALLEY PAVING PER R.G. PLAN LD05-031GR R.G. PLAN LD05-031GR SECTION a A con -- • ,- ma..�,. NTS p8.9 GF ` "`` ►� *NOTE: X-SLOPE VARIES AT _AA ,p ,�. 4F 110 DRIVEWAY APPROACH PER ROUGH GRADING PLAN LD06-010 11Q :� 17 �•5 cD �+ All �� ,(/�J 91�. 8•�'911.11' 62.73' ....I • , . • r � , • , • 00 4.98 . 4.91' (p ' h T 1p,9 � 2►► 12 12 ,ri 18 � 18po- ,� TYP •'�� - =11 ,3 � r� � = � PE - 1104.9 3 8„R Q .w p� co 17.9 f u FF 1107.32 3/4 .PE = 1 i 0fi 4 Ld 6-..woN 7.63 .:: w UDY • S - 00 E -- -H "' BASE PER SOILS REPORT C!� Z !� d--'- ri, � � • S ;,�- 17. 3'-� � 82.87' � � Of f .......... '� _ 31.17 ..,` �-:=� •�- LOT LINE ADJUSTMENT PER r cqPA06 4-03&, 1.17 0 twowo , , 1 3' RIBBON GUTTER �� '236 9 aco %� 32.5 f U18p• _.. -' 1 02.5'f � - N �►� `r • __ r J PER ROUGH GRADING PLAN LD06-010 f��J J► r j- CL 1 " � PE 110 1 1 1_ -� _ , FF -1107.92 d PE .- - . FF =1107.32 co I: PE � 110 .4 �-= � < 2 2Puff J•, U) A11a&.5 •6 g - . 11n ..:::., •$ 3.17 0 P - $ w CL.-- x.110 � F� 1108• 5' I+ P� L=62r9a a 48. c,+ L=60.95 ti -4 �+ L=44.82 o 20 0 20 40 60 r PLANNING r DESIGN ■ CONSTRUCTION L -.ga•39 Hr SCALE: 1"=20' a 44810 COUNTY CENTER DRIVE ® TEMECULA,CALIFORNIA 92591-4679 C13N.9UL.Z'INC 351.676.8042 FAX 951.676.7240 +' www.RBF.com _ L1306458GR a Q - DESIGNED BY DRAWN BY CHECKED BY � SHEET N0. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC D BENCH MARK pVE j SCALE � 4 RECOMMENDED BY: - DATE: FCITY DEPARTMENT OF PUBLIC WORKS -It K FLUSH IN ! BC BC EH _ TEMECULA 3112"DIAMETER ALUMINUM DIS U ��, �• TAIV/�/� � CONCRETE CURB STAMPED'RIVERSIDE COUNTY HORIZONTALw PLANS PREPARED UNDER THE SUPERVISION OF CONTRACTOR BENCH MARK T-46-81 RESET 1997"EASTERLY OF c i' `�,r �' _ : _ .• of d � ACCEPTED BY. DATE: d I�7 .� PRECISE R A D I N PLAN THE CENTERLINE OF SR 79 AT THE `ID ERLY CORNER OF THE BRIDGE OVER AS NOTED No.60132 � ATE: ��""' � DANIEL YORK __ SOUTHEASTERLY D Y. EMERY PLACE T R-32436-F INSPECTOR STA GERTRUDES CREEK,4.5 NORTHERLY OF Exp 1¢► DEPUTY DIRECTOR OF PUBLIC WORKS AN C' JOHN D. TANNER d ' PHASE 4 - LOTS 1-4 & 19-29 THE SOUTHERLY SIDE OF THE CONCRETE VERTICAL SIDEWALK A. :i9ss: CL DATE COMPLETED TION i097.�6T ~ �f �� R.C.E. NO. 60132 EXPIRES: 06/30/08 R.C.E. NO. 43212 EXPIRES: 3-�31-OS ,a��. ��� HORIZONTAL. CONTROL OF SHEETS f ELEVATION � .. N/A 4F C�►�►�