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HomeMy WebLinkAboutTract Map 29798-3 Lot 1, 5-18, 39-70 Precise Grading CITY OF TEMECULA j GRADING NOTES PRECISE 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION w GRADING PLAN AND SEDIMENT CONTROL ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE STATE .2 WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION W ACTIVITIES. F- TR■ 29798�3 � 18 � 2. BUILDING PAD AN LOTS 539 D DRAINAGE SWALE SLOPES SHALL ALL BE A MINIMUM OF 1�. 7 0 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 SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR � PROJECT SITE A MINIMUM OF 3 FEET. \ SrgT TR. 29798-3 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. F 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 /RAVE TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. wp�.�,l�i S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL 'o REDHAWK PKWY oq � � � ��� �, SII �� �� i��,ll,����aq�, ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY � '� „"'i' '�'B64� ''�h�N�°�I THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL � l �s COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. n LOMA LINDA � � 74 4� I 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S ROAD � „c � 2 fy ,3 � ��� IH�d�d , �� PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH RAINBOW CANYON 01 � GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO l' 2 72 71 � l � ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE ROAD / -o REDHAWK PKWY 3 � � �' °� LEGEND GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. \� 38 ICIJI'i'li i N'ql III i 4 19 Pi���'�I.'.. VIII itlhia hViil;' so LOT NUMBER 123 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 37 illll1tliiii �'ii� lil�lll�pll�pid � ili1�IPlI�iV1 i�i�Yi�li pq u, �IaI�II,IIII UNIT TYPE ELEVATION 413RII � 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY �,� � SOILS INVESTIGATION BY PACIFIC SOILS ENGINEERING, INC DATED SEPTEMBER 20, 2001. VICINITY MAP WOLF VALLEY ROAD ��� � 7� I�,, " ��`',,,,�',' �,��,� za 24 �� 3s � �i�u�ui�� ;` �V��i� ���r 'I� ��I��� FINISHED FLOOR FF=0000.0 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS II '� '�I za �, 34 DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION ... .. 9Niii �iil4i j i ISI ��iVi q a 23 J u`i6iV�pall i i iglu�� 'Vu�l�i� I i l�'�I. N*T*S* ,','Ifliii '4�ll�� ' lIIINN�� THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE � 'I' '; PAD ELEVATION PAD=0000.0 PRELIMINARY SOILS REPORT. II 'ui�li IIV �i, ,iVll,y; �� GARAGE ELEVATION GF=0000.0 V lih G�' I��i 27 i�IPIilii,lllI ylihi ���Il�u i uV iVlulll V I 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 1 hI Vel ilii �lu: Viii �i liiil ilu: Vii hi ii, i I II Il lil li 11 litl 32 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. '� 28 29 � 31 � Q���.�� 42' 44' 42 'llllllll I ti llllll TOP OF CURB THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE AIL TC FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411. FLOW LINE VOPEN�TS78CE � 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION HIGH POINT HP AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. WOLF CREEK CHANNEL FINISHED GRADE FG �A ;n 2A T 3A __�_ __ _ _ _ __ _ _ 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF d' � � FINISHED SURFACE FS IN ACCORDANCE, WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS TOP OF SLOPE TS WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. GRADE BREAK GB 12. FILL MATERIALS SHALL NOT 8E PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 42 44 INDEX _MAP TOP OF WALL TW qUREGISTERED CIVIL ENGIN AND BENCHED INTO FIRM NATURAL. SOIL FOR FULL SUPPORT. 42 .99 EER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL TOP OF FOOTING TF APPROVE PLACEMENT OF FILL. INVERT ELEVATION IE 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AN¢,`PONDING WATER DURING WATER SERVICE -QW GRADING OPERATIONS. 1B �n 28 � 3g 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. � M � `n SEWER SERVICE -� HIGH POINT A PAD ELEV. -o. ' MIN. FIRE HYDRANT 15. STABILITY CALCULATIONS WITH AFACTOR-pF-SAFETY OF AT LEAST ONE AND FIVE TENTHS �-�Q (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED R CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL DRIVEWAY � SLOPES OVER 30' IN VERTICAL HEIGHT. Ir 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION g � � OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION 42' 44' 42 i SLOPE _ Y_ (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO 101 � ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT 5 (�� 5' 5' ��� # I BACKWATER VALVES BD GROUND SHALL BE GIVEN. f MIN �) B MIN MIN �) C MIN C � ENHANCED BLDG. ELEVATIONS 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE RIGHT SIDE OF LOT ER N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE 1 C '� 2C �- � PAD PAD � DEFT SIDE OF LOT C SFS NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. � 3C � Z FF Z Z FF � REAR S� 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. � 16' � � 16 � � NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. - I-MIN* �' -- � INDICATES EXTRA x � MIN. � DEPTH FOOTING �i 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO l Z Z � � � COMMENCEMENT OF ANY CONSTRUCTION/GRADING. RETAINING WALL 6" MIN. � Z � � N� �� 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A MUDSILL �o� � � � � �o�M N� �� PUBLIC RIGHT-OF-WAY. 'SAX AX IN GARAGE AREAS 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT BUILDING FOOTPRINTS GARAGE FLOOR SILL IS 6" MIN R W AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS ABOVE GARAGE DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL '• FLOOR SLAB TYPICAL SIDE YARD DRAINAGE NOTICE TO CONTRACTORS BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 12" MIN. ABOVE PAD ELEV. GARAGE DETAIL, DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE ROUND OFF TOP OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE P/L R AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 5) � 6" MIN. 5' MIN. 5' MIN. 6" MIN. P�� DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY mw Rod 5 MIN. AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 3' MIN. 11op MO 1 ' 3' MIN. 3' MIN. 1 � WORK ON THIS PROJECT, EXCEPTIf�G FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE MUDS ILL MIN. MIN. MUDSILL MUDSILL MIN. OF THE OWNER OR ENGINEER. M PAD ELEV 6 MIN. PER PLAN F� � FG p� O�! o.d �V . N s`- SECTION A----*A � PAD ELEV 2 FOR REAR YARD SLOPES GREATER 12" MIN. � � 12" MIN. �� sUNDERGROUND STRUCTURES THAN 5 IN VERTICAL HEIGHT � ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS CATIONS PER PLAN 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 12" MIN. 6" MIN. AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2 20�' MAX. MIN. 209 MAX. APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: 2% MIN. PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND Underground Service Alert CTION B'-B 20� MAX• SECTION C---,C TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS (909) 694-6411 e °" OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT Call: TOLL FREE INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227-2600 4 REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE 1-800 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS OF BEARINGS n ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE D L DO7 " O7bU+� 227-2600 THE BASIS OF BEARINGS IS THE CENTERLINE OF PALA ROAD 1W0 WORKING DAYS BEFORE YOU DIG CONTRACTOR'S STARTING WORK. PER THE OWNER OF THE UTILITIES OR STRUCTURES PER RECORD OF SURVEY BOOK 100, PAGE 28, IE N47'45'28"W LD04-,� 301 GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK VE PLANNING oeeIoN CON9THUQTION p 7126107 RS3�r i ADDsD i�sra►Nrrtc, wA�7oGor IS &� o' _ SCALE � Q�� A �H' RECOMMENDED BY: /� DATE* 2 /6 o�E Drawing No. CONTRACTOR RIVERSIDE COUNTY 600-62-69 1970 �`� ��,�. � T` � 2,5sYr.,Ez ROAD,sxrE aoo CITY 0 F TE M E CU LA DEPARTMENT OF PUBLIC WORKS BRASS DISC SET 1 EAST OF CONCRETE POST MARKER HORIZONTAL �`� ,��y` �`�, �, ' ' ' TEMECULA,CAL1FORrNA 92591-4879 H STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD � > s � CON 8 U LTI N O eo9.�e.aoa2 . FAX 9ose7e.72ao. ��.�«„ ACCEPTED BY: � DATE: 2 W No.43090 r" PRECISE INSPECTOR FROM POST OFFICE AT TEMECULA 29 N.E. OF THE AS SHOWN a � 3 31 08 � PREPARE BY. DEPUTY DIRECTOR OF PUBLIC WORKS PRECISE GRADING PLAN 1 �� � � i i � � RONALD J. PARKS TRACT 29798-3 LOTS 1 , 5---,18 & 39-70 PAVED ROAD 5 N.W. OF TEL. POLE N0. 6295, C.W.T. 3 �R�1CAL J� Cl y I\, tip' A �r d S ¢ • � � � S.W. OF 36 CONCRETE STANDPIPE. ELEV. 1039.378 7j�, �p�'� MICHAEL A. LMAN ;��. : � �� DATE COMPLETED Of CR1.� tsar••• PHASE 4 5 R.C.E.No. 43090 EXP. 3/31/08 R.C.E. No. 19744 EXPIRES 9�f05 SHT9 1 OF 320 �� 1040.00 YW 65.85' 66.7D ' � 1436.80 �F ,� � 1039.94 TW 55.02 -=� �` 2:1 2:1 � : TF 1Q36 80 _ _ 66,10, co 7.9 38.1 37.8 FG 38.3 1.0� MIN. - w -M�2. REQ p,1N p�E 7 37.6 3 -1 FG FG 38.3 w,Ww 1 �, 37,5 37.9 -Iris F G � v - FG 38.6 w µ �Jo" FG FG 1.p�SII rn 1,0 MIN. �o N .. G ox M �., 0%mil 37 0 1 I 38Wro, 2 �� , 44 91. • 2 cv N. .6 ,1~ -... 1' 9• v � Q 8• 37 5 09' vi fG �6• �9•�° '�' _ 36• ' - ;�, FL - F © r • 38.3 a� g.5' w -� • 37.5 v © Ft 37.2 `'' ; 38.3 N o FG ' W �� 7 •�, �F Z,� - 7 FG 6 0 MI 1Q� c�0 .37.� .r, FG .�.5 S.5 3 .`� 4 38.1 •1 FG 3BR 37.fi •6 8, 3 37 5 5 �G 1 58 �a �: ! 3 . 9 FG FG $ 5 37.6 39- 38•... 88 T 7 5 G 5 1x38.9 38,p g 2 � .w... G FIG 20B 37.5 1A • , �, FG 1 ,� .5 �- � •1p3$.7 P 138.3 2G 5 6 ,_ , ` w� ti 1 1 - 1438• .1 - 37.1 �� •9 7 �.W. s2 r a _ o - � p ER -� �9 G .,. 4037• , ,,_, ,� �1p�37• � � Ap>10W• a _� ^� pq � .� � �- �.s . ; '' 'D ? - ,r J o .1 - 37.1 FL o = IC'G v� � • ` I 7°.y� 1 - 38 '1 v ,-4 • O �� , 5 4 .- .1 2 / 38 7 t. : P 3 _ �. : . r. q I � 38.1 � I �• 5 _ 3 37 3 � � � . G 3 8 3 .-- 2 FG ' . F N .5 7. �, .5 3 F ► 7 F 38. 3 3 2 CR / G G _ F ao co 1 , rC , F a .I w 7 G 8. 6 F�-1 03 3 � 3 F � F �► Q h 1 � G G F � 8 6 w 3 4. 1 F • G G F 3 .. S 4 I . 4 9 H 4 9 a 1 . I 7- 6 0 o _ o ! 1 8 � I a;. 3 � •6 38 r� 7 N' ! 2 7 5 uh • 5 . GB , r� v� G8Lo F N tp cS� FL. 1 b' w G , 6 4 j o �GB r� 6 38 I a0 r -.J .......... 2 n ,n 1 �n � coo .-- GB - 9 , 4 � L � r , s 1 W y • . i f• r oo r� I 'S O V I pp • V /yrs //'�� i Al .. 1 . N I � I g2. ,n 88 cr S I • 3 I 7 s , Z va ,: a � o s 6 a 8 o o I � 3 S I I 1 � 5 S 5 2. G I S .C� 8 ,. 8 � 1 � 1 1 W � 2 � II 6 8 8 .. 2 I 3 � F r W � ry 96 0 2) .3 2 Q i D 2 8 , S 1 i r V I o V , O I M I W i I J i K :9�5:11F , IS 9+ S T �6 4 � 8 l D T '� 1 1 1 9 3 4 2 W r L o .� W D g D o .� 2 0 L. I I � , �b 35.96 h � .I 9 4 .._ �o l - . � o Q � � I 6 � � 0 N Q a h . 0 n, n 3s V n RIM 4 F o F C� G cn c-� G � car V I: � N i I � M i o � I I I >- 9 I ,.' . WFC :a� STA 5+91.50 I 27. �Pp -18.5 G �- 't g0 } �, DWY W v, r, c ' 8 J0 � o 9 - 8« � UD Is 63.89 S .v., 1436 w ,38 0� o . .�$ r ,�• Fo ,� �• 00 .. M � � �, 0 2� 5.9 � 2 �`? � ``'� r' ao � �� °� � `�o•13 '3 C,.:. ,. � `1 •> � goo N ` x `3' 37.0 37.0 cn 37.5 ``? s ,��'d A . s g4.,� y o,'�b h _ JJ.84 v- z:,t 0 's MAX 38 N �p� �.2� 6 13 f ^. h w �' ao'- / At c-w fi 38.2 FG FG "a? "���,o `y �C ,��a ,y ^`}' .� F�0 S9 d► �� ,. , Lo ct g•g f FG 37.3 4. >>� ? 18- ,c- •?8 �, o F�10 .4 b o �,' h'/� `° W ; �-a� S ' 49 � 5 z _: � �G `�9.4 ,�• ^��"J w •4 s, L � �#�. 2' 3 •2$ o ,�` �4] � „�•V '+ J .- JS a J r . C� . _ 2AR IFFY .o �. 9.o K @ ^ . o� � a -:,�; _ 0��•� F G -� �� � 1039.2 0 :o � FG � :� G� FF:= d$.$ 7,5 <- : 7 QD"1( 8.6 `` -'` • 39,,E t, S2? . rb �' ` 3� . ,� •0$ `� ` ° , •� 7.5 1 .2 38.0 8 3�9 4 38. .,3 3 PADS 38. 6 3 _ 8 a ,c� - ,�¢ o 1 S top, .2 .43 FG �F"m1 _., G 4. �, ? v'' A v/ 1 - >. III ^� -G8 _ o��'�` �o•5 ,� 38.2 FG 38.6 �� B 1.0 •? `� ��` ���' T q ,� �h� syr �� �` ,ti's . .• �� ^� S " - ^� FIG 37.8 FG �j��(� - ,r� c�-�o Sy ��yy y�° r ���° �� •9 I/•��. ^� '� ti� 'f ?o in 38 •3 4 39, W., / ��:�, , • , �! - h �. �c F -H 39 c F ' ar 'S e 4� t7 ��' •�. 3 a Qlf 41 f� I� :'� •? 2iq p •• `9• l � � �+, � �' FS' Q r� l� 6 '12 N Q ).oz M s,o h� 38.3 fiG ,�, �6 � .� . � 9 �. 0 " IN. 38 FG qv Gc4 U 1 �. • "a� , r 1.0 M •2 F 1,Q .1 ''4Dft1 9 - ^�` acjp MILL S C` ry a� 3$ FG G.w 3 �j �-� a 3a o --.g �9 fi .,. o� ..---- 6 Ft w N J9 3 � 1�. -• ��pn Wa Q �j ? 4? -3 yp-rl I �`Ic "I"' o t� �, C'y �•. •3 9.3 'q d7� r�v� ��' y{yam ? .h h �► � @ � 7� R 1 �y• �. v U o - 1 �, 26,86 25.10 2 �, �9 c> FG � �G c� 38,$ f� /-a� �,� h 1.0,E-�� � 8 S ? h� a, ?. �'� 39, 1 p N. �. 0 G Z•1 •1 - 3 IrG cn 5 38 9 '. cc, 1•�` 1 - 1 F ' RETAINING WALL . 9•S -g �'G► PER SEPARATE / JO S �.,,� .0�' 9.2 f1)?1<4 /I1 2r,.p10 ��. PERMIT 0� ,� fN. w s N MI (D cp 1 p o• >0 b s •o �. �. Tip 104 _ o , �., ` �o �c,, ' o. � - ��. r. tel' $ ,, ^� � o �►1 ,a 1 p TG{i ?� 490 - . . �p -, 38.75 N s lb /o 5:t2 0p 144FG ,-,wW_,� �.o � da FG •JO 3 _w,� 'Mjjy a 14-61o� •9 .�, PAD=10445 108 24 84' 9.5 // 10 c-j© ,yW� a,► •sr - o S G, 00 cl) 7 • 7 A y-vww,..� � , ca F �8. 92.12 01 38. ,c� �o 12+ JAI 02 25 �,�•�ta PAD1 .3 24 PAD .8 PAD=1044-4 30 0 30 60 90 1038.47 GRAPHIC SCALE m i L007 ,w 076C ltk LD04----301 GR n M PLANNING DESIGN aaNSTRUCTION DrawingNo. PLAN ■ � � r,• � BENCHMARK u,5 E 10 RECOMMENDED BY: DATE: cl OF TEMECU DEPARTMENT OF PUBLIC WORKS UNDERGROUND SERVICE ALERT000I DATE BY REVISIONS DATE ACC'D SCALE Q '�'% � � 27568 YNEZ ROAD,SUITE 400 712.6101 R r6� ZAA1205D At�rAjNjNC!j WALL TO Lor IS 8 �/c>-t EE 5H EET N0. 1 ��' �i�,1. ly e r ■ ■ TEMI cAUFo�tv�a s25s�-4s7s HORIZONTAL �`' �` !� �cuLA, . ,�, c., ' • � �►'' CDN 3 U LT I N G 909.070.8042 . FAx 909.076.7240 wwwfW-�0m ACCEPTED BY: DATE. CALL. TOLL FREE DEPUTY DIRECTOR OF PUBLIC WORKS �' PRECISEGRADINGPLAN AS SHOWN No.43o90 � PREPAR BY. - Exp. 3/31/00 RONALD J. PARKS ' 1-800--w227--260D .. No. 297983 LUTA 1 c 5-- 1 8 . .. . BRACT ,VERTICAL IV1� � •.�• s,• .� �j MICME� �%, �j o SHT* 2 OF 3 v` 1�� 31 �� R.C.E. Na. 19744 EXPIRES 9/30/05 PHASE , 4F C A�- R.C.E.No. X90 EXP. 3/ I TWO WORKING DAYS BEFORE YOU DIG i 75 F� RR fADawjo4 N pj 74 00 90 , D - 4�• 55• AAS• F � 7 ►�•' �c;5 �5• 43.4 'A . AA r4 �S 43.1 W 1.0%MIN � t vf 43- vey �`' ca •1 44'0 o v1.0�MIN• .9 N 43.6 • as � 7 3 .7 4 4 44.0 -1 ' 096 MIN. FG �'� TS �- 1' •1 1�� 543.4 FG 42.1, 3.0 `oc2 7 5- w r f0 42.7 3C 6 .0 ,1 3 ER 42.6 42.3 � - •4� - � A �- zo 44 _ -GB 7 43.0 70 -� ppm' 2 FG • p o `�• o V .1 =�` .2 42�2 - Co 4 43.2 43.3 , u, 42.3 ,6o - 42 4- . � AW � _ 3 fG FG 1 11 143 J - p 2 4 43'0 C) 43. FG 4 GF=1043. a G 1• -. -� 41,8 _ `�" '• F :z 043.4 �cJ 4 . 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C I OF TEMECU DEPARTMENT OF PUBLIC WORKS UNDERGROUND SERVICE ALERT' DATE BY SCALE �! �� A. r� 27555 YNEZ ROAD,SUITE 400 SEE SHEET N0. 1 �� �� ■ ■ ■ N HORIZONTAL �'� '�► a:. w9.e7eW42 • FAx W9.e70.2240 a wwwRE.Gom �, �caNsu�.-r�N� DATE. l o ? TOLL FREE .�, � � ACCEPTED BY � CALL. -- � �......_. �_ jrr NO,43090 ��; DEPUTY DIRECTOR OF PUBLIC WORKSPRECISE GRADING PLAN AS SHOWN � � PR PARE -. Exp. 3/31/08 � ,� RONALD J. PARKS �: •.:•. � �a� 1-400-227-2600 � al, , a n .•-. .. T FACT N 2 9 LOTS 39--,,70 VERTICAL. � 4 1 v 1� �►� �r •'�� �;' ' 3 O F �MICHAELA. • �r. v ■ �F C A1-1� No. 43090 tYLIWAN EXP. 3/31/06 R.C.E. No. 1974 EXPIRES 9/30/05 PHASE 4 S HT. R.C.E. TWO WORKING DAYS BEFORE YOU DIG