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HomeMy WebLinkAboutTract Map 32436-1 Lot 33-34, 41-47 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 . �g 2�a � WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. P333HASE DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A �•MIf�IMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FIN ISH GRADE SHALL LOTS 1 47 SLOPEAWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR � A MINIMUM OF 3 FEET. 18 4� r 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2 1 . Precise Gr dif 1 Plan 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 In TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. City of Temecula , State of C a 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL LEGEND ` 7 COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. 4400.00 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S TOP OF CURB TC PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO FLOW LINE � 7� 32437--p � VICINITY MAP ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, , , _ GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. HIGH POINT HP 1 NOT TO SCALE 6�ZMIDON LME 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 6 MIN. ONE FOOT. FINISHED GRADE FG � '` '� �� 8. ALLGRADING MUDSILL HIGH POINT SHALL BE DONE I N CONFORMANCE W I TH RECOMMENDATIONS OF THE PRELIMINARY F I N I SHED SURFACE FS � � � ( i ' PAD ELEV. -o. MIN. IN GARAGE AREAS SOILS INVESTIGATION BY LE I GHTON AND ASSOCIATES DATED FEBRUARY 17, 2004. �� � � II}I�I�1 i� 1 �� A � Q4 23 2S �2 , 1 I '� X14 ��}����, � �I� � GARAGE FLOOR � SILL IS 6 M I N TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS TOP OF GRATE TG � � IIIV�I '. � y :. ; .` ABOVE GARAGE1 '001 DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION � IIIIi `'� � FLOOR SLAB z z THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY i ` 1' � � SOILS REPORT. TOP OF FOOTING 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 TOP OF WALL TW 22 21 � 28 31 , ,+ , I 1 ,'� ` l I � 1 � �T GARAGE DETAIL HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE TOP OF SLOPE TS �� i1 , ` I � VARIES ARI �� � �1�� � � B S��� H FIX C RI S FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951 ) 694-6411 . �'' 19 20 � II�II'" '' 12" MIN. ABOVE PAD ELEV. F�� ��� �q�p� � V�IES ��) 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION GARAGE FLOOR GF 0000.0 � 27 30 3g 40 I � ' AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY C7 ` i� ROUND OFF TOP PAD PAD DURING THE GRADING PHASE. PAD ELEVATION PE 0000.0 � , � , 36 I�III; 41{ LII itI P/L � z FF Z Z FF 18 39 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, FINISHED FLOOR FF 0000.0 � � 17 ` f�� I, � WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF � 28 2g !�, !il ' Ii IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. WATER SERVICE W �" 18 37 311 �I f � � ? SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS � IIIIII�II. 1S � � � o �c WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. SEWER SERVICE wWp� 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS SECTION AwwA XBEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF DRIVEWAY � 12W STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN g FOR REAR YARD SLOPES GREATER R MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 14 13 8 S 4 � THAN 5' IN VERTICAL HEIGHT A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL SLOPE � TYPICALIIIAIIM SIDE YARD DRAINAGE APPROVE PLACEMENT OF FILL. , 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES LOT NUMBER 11 10 DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING 7 8 3 Z R. WHERE: 18' MIN TO GARAGE DOOR AN 10' MIN TO BUILDING. AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING 1A � VARIES *** VARIES *** OTHER PORTIONS OF THE STRUCTURE gPATIOS, PORCHES, RD 6 MIN. 3' MIN. 1 ' 1 ' 3' MIN. 6 MIN. ENTRACES) MAY BE SETBACK A MIN OF 7' . GRADING OPERATIONS. UNIT TYPE/ELEVATION R �k �k DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. MUDSILL MIN. MIN. MUDSILL CORNER MEASURED ALONG THE PROPERTY LINE. INVERT ELEVATION IE � Ill MIN FG �tk fit VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS F�--- .o THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED BACKWATER VALVES BW �� �.:•; .�s '�"� 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. •+• .;.. IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A AMOUNT OF EXTRA DEPTHMINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION FOOTING REQUIRED O '°o 12" MIN. 12" MIN. ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION ��� (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TOEXTRA DEPTH FOOTING �� ��yJ 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT S 219 MAX. MIN. 21% MAX. GROUND SHALL BE GIVEN. 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS DROP SECTION BzwB OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE DROP GARAGE O.X �t 49 SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 100 0 100 200 300VARIES *** P/L NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 3' MIN. 1 ' 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO ASSESSORS P NUMBER,@ " 6 MUDSILL MIN. �� MIN. COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SCALE: 1 -PORTIONS OF 918-410-004,008,008,007 FG 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A •�: PUBLIC RIGHT-OF-WAY. EXTRA DEPTH 21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT LEGAL DESCRIPTION =PAD ELEV-FG °. AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS �� 2: 1 MAX. DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BEING PORTIONS OF LOTS 28 AND 32 AS SHOWN ON A MAP OF INDEX MAP WHERE NECESSARY " BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. TRACT NO.32436-1 FILED IN BOOK 393,PAGES 42 THROUGH 48 12" MIN. 6 M I N. = � 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE OF MAPS,RECORDS OF RIVERSIDE COUNTY,CALIFORNIA. SCALE: 1 " 50' 2� MIN* N. ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF 21% MAX. SEC TION CawC � STATE OR FEDERAL ENDANGEREPERD SPECIES ACTS OR WATER QUALITY REGULATIONS. THE LOTS INCLUDED THE 49 SEE TYPICAL SIDE YARD DRAINAGE - CLEARANCES/FROM RTHESE L�GENCIESRESPRIORSTOLANY�SIOBAININGTETDISTURBANCESPPRIATE OR�GRADING. O BEARING NOTE DETAIL NOTES o 23. IF AT ANY TIME DURING EXCAVATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL Ln RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42a51135'WEST EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY FOR A PORTION OR THE CENTERLINE OF MARGARITA ROAD A8 SHOWN V, 0 OWNER SHALL IMMEDIATELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL O A MAP OF TRACT NO.29288,MB 298/8@-89. 4�, � 37,5' 45 � 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 DEPOSIT A SUM OF MONEY IT DEEMS REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT IF ~ AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT o NO COST TO THE CITY, IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING '4 o THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING � a SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION CONSTRUCTION NOTES & QUANTITY ESTIMATE P, OF WORK. UPON DETERMINING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, I" M THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR N0. ITEM QUANTITY UNIT '�? o � � DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE O1 LOT GRADING (9 LOTS x 50 C.Y. ) 45o cY 'rl� i� '' w BEEN APPROVED BY THE DIRECTOR OF PLANNING. � U9 O6 CONSTRUCT 3' WIDE RIBBON GUTTER PER RG PLAN LD06-010 2 EALij � W PLANNING DESIGN t CONSTRUCTION SOURCE OF TOPOGRAPHY OWNER / DEVELOPER C7 INLAND AERIAL lENNAR COMMUNITIES 0 gym. a 40810 COUNTY CENTER URNS �ARLINGTON AVE.,9TE.A 391 N.MAIN 3T.,SUITE 301 TYPICAL FOOTPRINT TEMECULA,CALIFORNIA 92591-4679 RIVERSIDE,CA.92503 C D N 3 u LT l H Q 951.676.8042 • FAX.95L678.7240 ■ www.RBF.com (9S1)887-4252 CORONA,CA 92880 Q DATE OF PHOTOGRAPHY 08/20/04 (951)817-3600 SCALE: �,�-ZO....... ' LD06.466GR � CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY J SCALE � Q'�4F1A�NBC 8C EH RECOMMENDED BY: � DATE: SA �'� C I T� �F T 1OL' E C U L A DEPARTMENT OF PUBLIC WORKS SHEET N0. Q 31/2'DIAMETER ALUMINUM DISK,FLUSH IN O CONTRACTOR CONCRETE CURB 9TAMPED'RIVER31DE COUNTY HORIZONTAL �� � Fq �� j BENCH MARK 7-48-81 RESET 1997'EASTERLY OF � � � � PLANS PREPARED UNDER THE SUPERVISION OF ' fl� , THE CENTERLINE OF8R79ATTHE c, .., ACCEPTED BY: r� - DATE: SOUTHEASTERLY o T INSPECTOR 30UTHEA3TERLY CORNER OF THE BRIDGE OVER AS NOTED � No,80132 � �� � � ,�'� °�� PRECISEo 8ANTA(3ERTRUDE8 CREEK;4.5'NORTHERLY OF Exp, 0e/30/0e GRADING PLAN � � DATE: / s �� WILLIAM G. HUGHES � THE SOUTHERLY SIDE OFTHE CONCRETE VERTICAL �+ � JOHN D. TANNER DIRECTOR OF PURLIC WORKS/CITY ENGINEER � �'�'" ^. ;,r . :� EMERY PLACE TR-,32436-1 � DATE COMPLETED $ID�aE ENATION�1097.,a� ''r el V 1\' o��~ 0132 06/3o�os �. : �....:... .. � PHASE 3 - LOTS 33-34 & 41,w47 Q N/A � p` ���,1� R.C.E.R C E NO. EXPIRES: R.C.E.R C E NO. 36617 EXPIRES: 6-30-08 �a,�;s���oa�� TITLE SHEET OF 3 SHEETS i 2 3 'a fR P �" 10 .3 { � o 4 4 02.4 02.4 n2.4 F( FG Fa FG I 01.9 01,44 FL + FL _ ---- 01,46 f FL GB .4 100% MIN � � s PE 11 1.4 Q1,9 i F F -- - 4 - ISO% M1N ■ • ()2,4 N "nN � .#► v " -n a FF =1103.32 G) 9 1 " 10 FF 1103.32 �' MIN r� � g 4 VI 1 1 � [a .49w„ P 3 Q 1 -I u , � 1 1N �' FS .� , M ,SS .; ,r� 0 r 58 `/� V,+ � � . t a 010 F 2 s AQP ° • ► p1,89 FS p 7"3% " 1v MIN -n 8.99 ` •2� 1.0 . ..... -- s GO) 10 s -n r 12. 2.3 S • 1 02.4 ` 3.33 .� .59� 1.0 .SIN 1 �. -8b 02. 1•� 1•Q9� M r 00.58 u,. .� •Q-- ...- . wn *1 -n ►, rn IN It 33� ..a ► 8 ill11 11 a Ilk -..% _4 � _a, r 10.2' WW�O,P cn � s _ caD � v• �O �r � 1. ,� ...__ t P ..a � � � . +rte ,w,1 _� , 1 .• P 10 9.0400 12.502.1 _r F 1103.02 2 31 -, -= PE 1100.2 .4 'r • 1 C? 1Q�rr I FG MIN 4 r IN 3 r a� FL G8 IN M -w� 2 r �' 9 •08 1•q G'1 �.. _. r low 0_ 97.79.. 10 , . . ., � 00.5 _•,_ � �• 8 o i 9�. 99.25 FG FC1 a0• I -- �. F�. I F'(3 00. r 00.3 1•a M � F ,,,,,r� M i N "`r � "w" ...+ ..+ � r r .+w � � 0.35 .10 F(J �+M16 /0. 1�•� �"'rw a, TF MIN 00. 99.73 1.4 MIN 0.01 FL :� cl zo v� / C) F m ... 2,.......-�.- 9 99. N r•�• 99 3 �y N `� v 11 02.02 1 ca 9.1 .-. N _ Q .. �. . 00.3. 8 .8 �' " F� r 2 OX FO 00 3 00.6 00 1 a� �$ 1 0w FV [•i ` F • 12.5' I Gui FF 1104.4 I I N V �.�i 1 cv 0.83 r I 1 ,4 FS F _ I t H FF 1101.4 0• v , 99. F3 1101.52rn ' FF I C11 = 1 F 8 I P 1100. o?c18 �. tM P 1104.5 �, 1g rn 81 cq �OD.1 FQ u0.5F o� F-PO �. ) 9 -`� 99.t]1 99.83 e 2 T 99. 101.0 ' 0 i 00.06E FaP �.. -.._..._._, FS 2 STEPS �' GF 1 r � � � �.o� � 12.o� 0 GF' 1099.9� � n- 2 STEPS 711, �0,� r.+. IJV r 6 0II - 98. II I • 7 r MIN ,p� • �. � � O�r 42 �.2�t � c� 00.3005 FO 0 �'� 4,� '� 1'� 1 8 7.8% ft r ox MIN � � 99 r 29 r; _ t41 FL Ln F 98.44 FL iFLAB FL 0.50% pp 7 9 �. 7. .1 0. 9 97. 1 ` - d . Y._ TC 5� �'01 - 8"1�! `� ` 98. 1 FL 97.20 i �3 FL 97 57 97 FL FL TC 9 c Tc ' 98.09 ............. ......... ZRIM __......... .__.. Q t N f 0- V-) I" w vi w a a 20 20 40 60 PLANNING DESIGN' It CONSTRUCTION GRAPHIC SCALE o IN ® r 40810 COUNTY CENTER DRIVE TEMECUl.A,CALIFORNIA 92591-4679 E O N S L L T_I N 13 951.670.8042 � FLAX 951.078.7244 � w mIff.com ..a LD015466GR CONSTRUCTICJI4- RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY v. SCALE �4���g1Q • y� RECOMMENDED BY: DATE: SHEET NO. r 3112'"'DIAMETER ALUMINUM DISK,FLUSH IN Q � BC BC EH DEPARTMENT OF PUBLIC WORKS � p. T AN _ CONTRACTOR CONCRETE-CURB STAMPED RIVERSIDE COUNTY HORIZONTAL ,tet•,, PLANS PREPARED UNDER THE SUPERVISION OF BENCH MARK T�40-81 RESET 198 EASTERLY of ". 0 THE CENTERLINE OF SR-70 AT THE �~' PRECISE RADING PL N �- ca fi ACCEPTED BY: -- DATE: 3-9-c>7o c� ,n Sf.�UTH�tg"fERLY CORNER OF THE BRIDGE OVER AS NOTED Not60132 8Q1�2 � �7-- WILLIAM G EMERY PLACE TRw32436ml . HUGHES � .`�:�:. � INSPECTOR �# Z► ..---�-�- DATE: SANTA GERTRUDE�3 CREEK,4.5'NORTHERLY OF Exp. 08/30/08 THE SOUTHERLY SIDE OF THE CONCRETE JOHN D D. TANNER D I RECTOR OF� PUBLIC WORKS/CITY ENG I NEER '''�''' - .• !.Y.ti I.Y. VERTICAL CAL J" d;` a;.�:,.�_ �- DATE COMPLETED - sIDEW �' 1 y .. , , :f :ti: Y PHASE 3 . LOTS 33,w34 41,w47 < ELEVATION=1097.16Y 4" 0132 06/30/08R.C.E. �� a N A D �1►� R R.C.E.C E NO. EXP IBES. NO. 36617 EXPIRES. �-30--08 �"••'���8�•'��'�� L�.. 99WALE AND DRAIN DESIGN OF SHEETS z 1 P 1103.3 32 / 36 EES 1q ,3 TRACT BOUNDARY L=79.57 1.=72.25' ,6 C14 P 1101.4 9,� r A FF 1103.32 3 - 02. P � .�10 .32 12' -, P � 38.4 m ' � 0 4 • 9.21 t � 3-7.15 1 3 _ cn - 39.83 1+ ' 4.339 2g � C) .a�' `� 4 7 27.2'* ° rr - 1 1f► ,� �,, 11 a ,�t�. `l s".'.•-�. Q y ,. VMIW ► _ • -� 24 ACCESS EASEMENT 0 P 1 101.4 o EOP EaP . ) 8.5 GUTTER 8.5 �� X110 2 10 1O 2 1099.s � ... L •Lr woo . {{ . +R y t� t 33.$7 r �. /�, PAD 2.07 * 2.07 * PAD ...- - _ - 1» X72. t � � �. --- i7 ALLEY PAVING PER " �"' � ��� (�] ,, �/i cLop RIBBON GUTTER PER r� `�,=,Gg.i;4 r 17� � � 3�.5 L=55-47t v �8.39' :87.� �•- �'" � �- � �` ` '� � R.G. PLAN L005-031GR R.G. PLAN LD05-031 GR > (J" I �- I ; , r SECTION A-,A L=69.87 1,.=85.12' _ -�. _ _.__. ,� �� �, If40 N Ar t $.g /� NTS *NOTE: X-SLOPE VARIES AT r J � ;J I � .�� � ,�,,,�.. - DRIVEWAY APPROACH 7.2� .0'� 90o ASr PER ROUGH GRADING PLAN L006-010 $ 8 Fir �110 { r - 14 A - , UI 24.5 FF =1100,4 X x I � F 1099.5 KIi t -- , " 0Rr F� 1101.4 �l i VF' 110 �� ':''� R SE + I FF 1101.42 P q • 1y ,, ` NOTE: BERM WILL BE REMOVED DURING P ECI • P = ..a E �, PE 1 0 .5u� r� GRADING AND SIDEWALK SLOPED TO DRAIN TOWARDS PAD 12 o J N c� r cr � � 6.29' U, ti+• � �1 � 3' t 26.42 GFS 1101.42 J v 33,08 v- 10,74 + : m= t 18 18 STREET SECTION a �' 1099.92 ,v- 9.��- r .06 �- (TYP u lob � b .54 vow �1 , � 8„ 3/8„R T- 14.19# 14.1 cv { s , fir,4.5 �}� 3/4,� V- {10 10 11.9 / t s-- r ,gyp• � � �r' S .5�3 -� � � •`f, ' .__ �� ,,; • x . � Ln 01 -110 C9 �"" 8 } ��� •97 r � ,ryes ��r ,r•• � � � , �� r�,�r y t L=71.73 2031 35.x► . _ ( t L=74.3910/1 f ,f cn ' ; / BASE PER SOILS REPORTp _. t ... t _ 1 ✓,J LL -------------- ' 1 i RIBBON GUTTER a - E - N.T.S. o -� .................................. -T PER ROUGH GRADING PLAN LD06-010 Q w �Q X 32 3 w a. 0 z a 20 0 20 40 60 J PLANNIN© ■ DESIGN It CONSTRUCTION GRAPHIC SCALE � z 40810 COUNTY CENTER DRIVE Q r p TEMECULA,CALIFORNIA 92591-4679 E:-13 N-S U LT--�=NIB 951.678.8042 r RAX 951.87 3.7240.� mm.RBRcom, LID015466GR � d DESIGNED BY DRAWN BY CHECKED BY SHEET NO. RD DATE BY REVISIONS DATE ACC D BENCHMARK IE �� DEPARTMENT OF PUBLIC WORKSrn CONSTRUCTION RECO SCALE ��Q �4y RECOMMENDED BY• �- � ! BC BC EH DATE V') 3112''DIAMETER ALUMINUM DISK,FL(JSH IN TA RIVERSIDE COUNTY ER THE SUPERVISION OF III- Ir- CONCRET�CURB STAMPED � HORIZONTAL�ONTAL ,,,�� � ,� PLANS PR ARED UNDER CONTRACTOR BENCH MARK T-46-61 RESET 1997 EASTERLY OF c,�, 04 ►' DATE.. `� n B C � ACCEPTED BY. _. _ PRECISEGRADINGPLAN Ln THE CENTERLINE OF SR-79 AT AS NOTED `o No 6013 WILLIAM G. U� •. THE HUGHES �■ � � SOUTHEASTERLY THLASTERLY CORNER OF THE BRIDGE OVER � DATE. � "`ME RY PLACE T� 3243 l INSPECTOR SANTA GERTRUDES CREEK;4.&NORTHERLY OF F• �� �� - DIRECTOR RECTOR OF PUBLIC WORKS/CITY ENGINEER -Y'. :.rr,-Y• JOHN D. T d.r PHASE 3 4a LOTS 33aw34 & 41447 THE SOUTHERLY SIDE OF THE CONCRETE VERTICAL �' ' y��„ ,, ,► .. SIDEWALK � �.1989... T D R. .E. NO. Bo 32 EXPIRES:I REs: 06/30/08 R.c.E. No. 3661? EXPIRES:RES: 6-30-08 �oN,a �� HORIZONTAL CONTROL of SHEETS DATE COMPLE E ELEVATION 1a97.1�3� � C � N/A OF �A1»ti