Loading...
HomeMy WebLinkAboutLot 11-15, 38-53 Precise Grading rn c? rn rn �i M w Cn PFtECISE raFkADIN113 PLAN Z LEGEND BW - BACK OF SIDEWALK DF - DEEPENED FOOTING FL -- FLOW LINE P,ASEO E) EL SOL FS - FINISHED SURFACE FG - FINISHED GRADE GB - GRADE BREAK GF - GARAGE FLOOR HP - HIGH POINT LP -- LOW POINT HA T "CT NON TC - TOP OF CURB TF - TOP OF FOOTING TG - TOP OF GRATE GRADING NOTES: TW -- TOP OF WALL - TRACT BOUNDARY RETAINING WALL (BY SEPARATE PERMIT) 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING CODE, CHAPTER 33, 90 - LOT NUMBER AS AMENDED BY ORDINANCE 93-04. 4 PLAN 4C - HOUSE PLAN TYPE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A 0 FF=1109.67 -- FINISH FLOOR MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. PAD=1109.0 - PAD ELEVATION 3. MAXIMUM CUT AND FILL SLOPES = 2:1. ?' -i 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION UNLESS OTHERWISE NOTED ON PLAN REPORT FOR ALL FILLS OVER 1' DEEP. ' SEE PLAN FOR DRIVEWAY GRADE 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING N PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, �'v ELEVATION AND LOCATION OF CUT FILL SLOPES. a N F � w i` 4 7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS ALONG TOP OF CUT SLOPES. N tr ��� 1% MIN. ,Z q/ . � � CT 241 a 2-s � �. , _ \ S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. � ��;� � ,� W ! o * Vz 9. AtL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81-420-01) DATED 4-26-96 AND ALL 4O o • ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY 'y N T CT 24 2-2 90 MIN. ENGICERTIIFICATIONS THAT GEERING R WHICHNT DING HAS BEEN INCLUDE DONEINFCONFFORION MANCESIGN WITH RECOMMENDATIONS 5' 1 RECOMMENDATIONS S OF N THE PRELIMINARY SOILS REPORT. w P L. MIN. PLAN 4C MIN MIN. w FF=1 109.67 � Z( PAD=1 109.010. THE CONTRACTOR SHALL NOTIFY THE CIENGINEERINGN DEPARTMENT, TEL. (909)694-fi411 AT LEAST 24 1.3 . (P HOURS .- IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION Loh t �I MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR W N r 3' 1' 9 GF=1 109.0 GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN `� �, MIN. MIN. ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN I z ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 0 2% MIN. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS ' "' �T PAD 21 MAX. DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. o i d EE SHEET 2 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A � vATO j o SWALE REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. g0 �„ �• �• 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE 0 �. STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER � SIDEYARD LOT DETAIL TYPICAL LOT AND DAMAGE TO ADJACENT PROPERTIES. RACT 24182-3 N.T.S. DRAINAGE DETAIL 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 019 � N.T.S. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY GAS DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. stA'1'E 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (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 GROUND SHALL BE GIVEN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND TO RIVERSIDE COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT TO CORONA IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R ?. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4- PER FOOT FOR A MINIMUM OF 3 FEET. ��, �,R R 1. No a TR TI INDEX MAP �` rn 1 2 0 S UC ON OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. SCALE: 1"-=100' 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED CONSTRUCTION NOTES DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 1� INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE pAUgA RD• °' PER CITY OF TEMECULA STANDARD DWG. 303. A 24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. PR03ECT 2 INSTALL 12" X 12" DRAIN GRATE (NDS 1230 OR EQUAL) City Of Temecula Ro• SITE 3 INSTALL 4" PVC ( SCHEDULE 40) `� PO�O� o CAMP ANUS � WA � TO SAN DIEGO 3 BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING ORE G Underground VICINITY MAP 0 2- 1/2 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION o Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS OWNER/DEVELOPER: N.T.S. 4 of southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN Ln MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 ' E. OF A BOOK 159 PAGES 38 THROUGH 61 OF MAPS, RECORDS TOLL FREE CONTINENTAL HOMES � 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W 1 -800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 12636 High Bluff Drive z 422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. Suite 300 Son TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 San Diego, CA 92130 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: PLAN SCALE "•' The Keith Companies CITY OF TEMECULA ESSTKC °' , 9 4 �d Empire Division AS SHOWN DEPARTMENT OF PUBLIC WORKS Drawing No. 0 Contractor civu F PROFILE SCALE RECOMMENDED BY: DATE: b 0) LenfeKey Cwtw Avmj., sr& Sao roe *ft. a WW-M (M) OW-MM NA o No. 46M ACCEPTED BY: DATE: 9 �` PRECISE G RAD I N G P LAN S �, Inspector Date SEE ABOVE l�tp.12-�i-� Ions Prepared Under Supervision Of RONALD J. PARKS Completed Q- DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 7 TRACT NO. 24182-2 9 Date04? DRAWN BY: LD -6 CF CALIF GE G A. N EY DESIGN BY: CG - LD PASEO DEL SOL a� R.C. . No. 45920 EXPIRATION DATE 12/31/2002 HECK 19744 R•C•E No. Expires 9/30/01 LOTS 1 1 - 15, & 38-53 Sheet 1 of 2 0 CL rn rn rn rn tD . vF=1108.47 a p 0 v��v 3 GF=11013 3.07 o B g .o �c•� !�� O pa 1031 C� �� >> p'`' ;' o y'° •� ao M �C,O 0 p'L' '�?? c� 0.2 F`' .0 [�0.2 B 0. �, 15.3 -, Z '� o�' FG' ° pF 3 DF 8.3 DF 6 0.2i O O yy 9 �-- �► p N z 5' 0.1 .0' O 0 ;n' ❑ 0.2 L ❑ y 0 DF - ���12.17 II 19.fi DF-0 1 60 co .o d.0' 0 o o _T54 y s =a 5' 61 ao O � 59 ,.� 7 8.0 56 N 0 1 5 OW 16.4' h Y 00 58 5 � o o m 5� o PLAN 4R 40 r__ PLAN 3R o w 55 o PLAN 2R � ? � PLAN 2 PLAN 3R �°,�° PLAN 4 � PLAN 4R I � o v a .�,� o ClFF=1 105.17 8 _ JDF � _ FF-1 102.57 °• ` •o PLAN 3AR _ '�• � FF-1 104.17 �� �� .2 _ N 2R a ' s 1 _ FF=1 106.67 PAD= 104.5 FF=1103.97 .o FF=1 103.77 0o; oZF� FF=1 103.57 0? PLA PAD=1 101 .9 J �' 1• FF=1 108.97 PAD=1 103.5 0 .� 3 � 0 92.22 0 k`' PAD=1106.0 0 b PAD=1103.3 �. ? PAD=1103.1 PAD=1102.9 '`� FF=1 103.37L=5.4 ' - -�'-PAD=1108.3 FQh'F� oss 39 oti• ! •� o� .9.3 + PAD=1102.7 0� 0� z 16 0 0+64 Tw-07.83 qw O5. o o N � oc,, o� '° 6' .n h .r c� 10.9 �, o 41, ' do 8 ��--- ao :*� C? o �' �.� r►i o 01'•�. � - -- u. ,� II O� TF-04.50 o h Ca N .� � N .�Oct O� O aD f N ! N o / f �i 9� s -TI O - .e� ? _ O o Q � --- � - 0�3' �. __ � 1Q _� FG c ,� 17 48.4 y ,� -U °�° 3 O °b t o+ "� ems" G �, ti� G� OrL1 ?.) C '! 6.5' DW .�9 D II 0 0$ 0' FF� cN,� c' •0 O O F FG 50.01 57.27' j �J• F5 15 I 11 ! o 50.01 50.01 i v j Z o •� 3 53.01' 53.01' 53.01' .01' 61.Ofi �j j 51.30' 6�.3 I O N N 51.30' 0 51.30' 1 �> 51.30 ''�V O?9 oey0 � N AA ter co S 51.30' 4j• p ''L �A, �,• FG, -- ---- � � 09.3 51.30 Og 3 0) 51.30' OS 51.30' �o \9 ---�O� �? °hV ,c�� o G 03 iy G' o h'A_2l ui v 2d.0 s o• C C 4 0 yA cH v w- r- Fc c 0 0 0 0 4 3 _ �, m �c '��o G �'? o�0 4 N A S> oto OS 3 N N N o 0 0o V o 0 00 08$ 0 1 N S2�tiV � � FL 5.0 N -- O --- �V O1- c, C N yA_7 ---�--- ti os, 3� o Hp_ 2 6.3 5 v p'F o '�( 3 r" 1 _ __ - °�.1 " F� yA�:� 0 4g p4s " ,�� o ° F`- 51 ry r 53 °� Z y -- - ---- -9 .0 FL 07.0 .F �. O o w �4 - F� 5.0 110 .0 5. PLAN 28R 49 50 039 PLAN 2A ti 03.5 �.� 52 �, PLAN 2C 16.2' a o `��'' p13 otic - 6 -: _ _.. 0.5' 47 FF=1106.57 4 6 F�. FF=1 104.37 Hp-FC o`1'�, FF=1102.97 c� _- _.r_ o PLAN 2A 46 DF a6 4 PAD=1 105.9 5. PLAN 4A �. PLAN 3CR PAD=1 103.7 PLAN 48 , 6 _ CO 0 PLAN 3A PAD=1 102.3 =1109.97 PLAN 4C Hp-F 0.3' FF=1 105.87 FF=1 105.07 0' o FF=1103.57 _ 24.8 FF FF=1 107.27 PAD=1109.3 _ FF=1108.37 0; Q DF o 0 9'3 PAD=1 104.4 0 -7 7LPI 02.9 D=1 106.6 O oo PAD=1105.2 + o PA ;CO30' 0 30' y do a a ❑ .6 10.1 PAD=1 107.7 a dol r'- Oil '� o 00 ❑ 10 03 0 ►. 13 1OAF 0' 20' 20' 1 O II � Z 1-� o - p G0 .6.3'1 �>� O F�- 3�`'' 0�1,•v� O ,Lb �;� LO 8310.9 II O ��"" 0.3 9 F�- ��o ,, 'S '1.d p D �� '� ', �s �, . n iG0 6.0 Ob G �. pF O�•G0 Oh'F�„ 0 ° ��'� ° .07 ti v GF=1 102.47 fi+79.5 16.0' Qa I J o �,• �,� I _ 3 GF=1 103.87 3 GF=1 103 p 0.1 CL 16.5 DW 'L N v 0 O -n F 0 0 .s .3 ° GF=1 106.07 GF-1 105.37 0� G GF=1104.5 . =1 1 06.77 h'� _ � ❑ k 4 � K DF - 0 Q°�F51 o.3z -� �% '� � •� �°?o 100.97 GF=1107.87 FL GF o k v K o iK 03 r 00 o � I �n 01.2 �o GF 1 3 �_0 1 K � K •t a °D F`L- n `o ao °' FL Z�.�' � o DF o N co o r os CB r .n O°� `1' .if, 93-00' - K n 0 - - a� o Oe 3 co o cn o Or O°° �,,� 0� OrL ?U" '�� J, s F`� `�' '� '1. 3 8 s , S O� I k1 ext '�j '�j �t7 s 0' F� a' 51.30 51.30 r �_ h�' �` ,r•x O F� S F 51.30' 51.30 51.30 � STET � �'°.-' '� FG i 51.24' Oro IC 51.30' 51.30 1 ._.. . ._ o yl Rw __ •S II r' RW � BW ti r' 16+48.5 '516.0' BW o I o _w __ _ _ _ o CL 16.5'11 Dw I 3 0 0 O �•'p6` in `�d' 1�1.3X ACU o CURB FACE o j 0 I REET c l - q o � 3 1 O�,�`� O yr m Rn co � �.n 1 o O o (TYP. m. - ; ►n •Se, co 'n T_ r►i CURB FACE s > O in on E R 1V1 __ __� _ _.._.�.____ m _- .. _ M (TYP.) �O�o + �n 1 '�� cy �n �, �o ��, c6 4o T O .. r' _ _ __,.r _ - _.__ ___ __ _._�-.._ __ _. __ __ __... 22 C1 N �D � � t ��. n r7 r,. ._.. ..� 0 C� + c _ -. g , f 20+0 v N v v N m IV 0 110 n +o N � • 'n_ o _ 19+00 a� N I O 0 00 r J_.. __ v 18+00 U ' Iy I I co 3 r•31: `n r 3 a �© o . -._ _ _ _ ._t/i_ _ _ :_._..__ mi * p -.._._ ..__. w_ w �a o o r� � �� o,n ,`[r o +�cr',' '` ~� ±`D..-.W ....- rf'.__.�....... �,� +. �v,/ ♦ ,----�---�$-,�•�r�....._. .�._.��_. , i[, o In V + � (p N r• r \ 9 3.00 - ,n,� +`n • ; to �o v�' '� rn c,� 1_..•-r-_ �,�____ ,` ___....__ W _ o v _j v 100 11 .4ccn _ C eQ11 so '� `° O °° __ _ _ __ n k _ _.. 1 ~ r ` 1 ._. J I _j o o o G 6 L • 24.8 STR T 0 rn l O 40.07 Ln y LIGH h�, O� 50.00' 50.00' ?� veo 50.00 , Qt 0 ( 9.nao Xo 50.00' So.00' So.00' °s o � kh 50.00 �� �. �� �� '�s.�' F� s F� 01 �0 � ``. �� ��'� � � � o � � � 0 00 •� 50.00 s� 60 h �,�S 5 _-� F K s F aK o K 0 8 K K 'o m II b ? s. F�' s' Fo co o K cv FL G ° °i G7 Z Fi o •n 0 O s F I O at K 0 K O m o � 0' r: 0.5 an m - `r' sK so cv 5.0 0� a O O �' co K K o `n o .0' r' ° a, ® r 5.0 °D o� DF =1 1 2.3 m •�rj1 1.99 II O N m `� o Qno tO °f r 5'0'' GF=1 103.87 0', S . m Co � ❑ I DF 03.5 GF=1 103.07 5.1, 5• GF=1 105.37 F=1 104.5 FL-GB o ,�. 0 0 ° "� v 15+79.8 16.0 N J =1108.47 GF=1 107.57 GF=1 106.7 G. 106.07 C 0 0 kti o� o ,�-► o,c•.r o�. 'EL 16.5 DW .�� ry ; o o -*� o o� o ° O oS AN o °F�� o , 3J F�-G '`� o j•� � Qo• F 112.4r i..+ `� ' rn .<. , ! G' ,� x °.5 ° •S 5. 0S g 6 G °j�e ce ��• 6 ° 9.3' °ZGO 0DF 0.2' ' 1 F`_G6 ;-❑ ©F�-• �,` o.2' 0.2' F pF DF 0 93.00 _ ,n - - p�� 0.3' OS'�G DF DF Q � 0 38 14.3 --+- 13 L tiA j 4 1 6 0 44 d.0' � 0 40 ' o o Q 39 PLAN 4AR FG 5 0 43 0 42 PLAN 4CR o oD = 1 2.87 0 5 '1 FF 1 0 63 45 o PLAN 48 O �0D _ 3• PLAN 3A O�• r�� ,t; Q •��� II ,q o „ 28.2 C3 � s9 PLAN 3BR LAN 2A 039 FF=1 105.07 39 0 = 7 0� PLAN 2BR PAD=1 102.2 co 3 �'s I o PLAN 2CR 3 FF=1 107.27 5 4 os P F PAD= 104.4 C FF 1104.3 ., 1 15+48.7 16.o y 0 PLAN 4AR7 0,V _ o •F�.FF=1 106.57 F FF=1105.87 PAD= 103.7 ti FF=1 103.57 w cL 1 s.s' Dw O a -n a 07• FF 1 108.9 FF 1 108.07 PAD=1 106.6 PAD=1 105.9 _ 7'9 �' PAD=1 102.9 0�, ° �`' I 0 (3F� ooF`'1�?.1X oII o F� PAD=1108.3 PAD=1107.4 �' oof 064 PAD=1 105.2 0� o o�� � •� o Q/ � � 6 v � 0 z ~ o . 11hi �� J0 Ln SGC �� .j. N 4/ N 01,•F� 0 N 1ci 30 30 mU' p •I c; 7 N O O� �� N Ui Q/ O cV I ,..I O O J d O 0 1 O uO CD �- N �� �' o{tr 03� 03 g 02 9 O 0 2 . r `" �'o •�` c?o 3 r O p� F G r os 9 F3'9 05• S•z FG , I F 4 07• O ' G F F G *G55.00' C ' G ��• 0�• G F 4 G 50.00 50-00' 50.37' 9,. _..._ . ._...._.._ - 9 - ---- - �� 50.00 50.00' 50.00TC 50.00' 50.00'y > 109 .91 3 5 36 _ _.._ .�., o 30 31 32 33 34 PAD=1 102.6 PAD=1102.1 PAD=1 102.0 + II r 29 o O O PAD=1 104.0 PAD=1 103.7 PAD=1103.4 PAD=1104.3 PAD=1103.2 PAD=1102.9 '3 � © o d O J O 0 O � O T (p I Ln 00 J - O Om CONSTRUCTION NOTES 3 N 0 INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE °- PER CITY OF TEMECULA STANDARD DWG. 303. c� 0 INSTALL 12" X 12" DRAIN GRATE (NDS 1230 OR EQUAL) a_ of 3 INSTALL 4" PVC (SCHEDULE 40) GRAPHIC SCALE CL cn 3 �EORE ( IN FEET ) o Underground CD o cFService Alert 20 0 10 20 40 so 0 0 Southern California N Ln Coll: TOLL FREE 1 -800 1 „ - 20' z 422-4133 TWO WORKING DAYS BEFORE YOU DIG L D 9 9-- 16 9 G R N N CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: PLAN SCALE The Keith Companies CITY OF TEMECULA �FEssi4� Mlond Empire Drrrsion 1 =20' Drawing NO. Contractor Ch►il �C RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS PROFILE SCALE Q, A. Lamest" 2 NO Cedw Ara w Suer 3W Naaw ►b►, 04 -M (M) e53-0234 � Inspector NA PRECISE GRADING PLANS SEE SHEET 1 �� �� ACCEPTED BY: DATE: q ` � Completed Erp.12-31-02 Pans Prepared Under Supervision Of RONALD J. PARKS PHASE 7 TRACT NO. 24182-2 0 P Date ,ti DRAWN BY: DH DEPUTY DIRECTOR OF PUBLIC WORKS PAS EO DEL SOL a� �` CALF GE G A. DESIGN BY: JRW _ R.M. No. 45920 DWRATION DATE 12/31/2002 R.C.E No. 19744 Expires 9/30/01 LOTS 11 - 15 & 38-53 Sheet 2 of 2 0 NECKED Y: � 4aft