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HomeMy WebLinkAboutTract Map 31053 Lot 7-10, 57-63 Precise Grading GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION 15 215Tract & SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE No . 31053FCHARL1F= ST0N STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMINT FOR CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. ding n reciseGra 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 ECT SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR sw A MINIMUM OF 3 FEET. ase ots nd 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1 . 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR a STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED aliforni InCit of a te o SLOPES OVER 3 IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS y 7 TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. LEGEND 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL10 ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY TOP OF CUR 0000.00 TRACT THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL TC COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. i OUNDARY FLOW LINE It ss \ 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S n PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP �� GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG ',�� 67 y�9 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. o l� LOT 1 LOT 2 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS 66 `��oti ONE FOOT. 65 ` VARIES VICINITY MAP 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE TOP OF GRATE TG Y LEIGHTON AND ASSOCIATES DATED 4/16/04. 64 NOT TO SCALE AS-GRADED REPORT OF ROUGH GRADING B TOP OF FOOTING TF TRA �� z z z TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE BO U RY / TYPICAL a < a TYPICAL PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN / '�- RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN TOP OF WALL TW DEPRESSION >- DEPRESSION HIGH POINT 55 �� /- PER CITY'S 3 -w 3 o- PER CITY'S PAD EL -0.2' MIN. CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. gV_ STANDARD o 31:0- o 3 a. STANDARD A WALL TOP OF SLOPE TS �� � ��. o�� FENCING9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 � SECTION X-X HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. GARAGE FLOOR GF 0000.0 r� // 2 NTS �L j ADJACENT LOT PER THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE 52 � � DRIVEWAY SEPARATION DETAIL4 A ,-;,` CCdcR AGREEMENT FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 . PAD ELEVATION PE 0000.0 11 3 ** s1 `moo _ **** �o'>r�.MR B B VMN1:Mz 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION FINISHED FLOOR FF 0000.0 o�' 4 IES amt AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY so 12 VARIES C IESC DURING THE GRADING PHASE. W ` 13 6 \ CONTINUOUS DRIVE APPROACH WATER SERVICE 0 4s➢ / � ��� �0 5 11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, i �� 1� WALIL/ WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF SEWER SERVICE 48 // �� 001 14 CENTER BAND PAD *** . FENCING PAD IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. / / 34 q 15 / BETWEEN VA I ' HT SHALL HAVE PERMANENT IRRIGATION SYSTEMS DRIVEWAYS- WITH RIVEWAYS Z FF H FF SLOPES OVER 4 IN VERTICAL HEIGHT DRIVEWAY 47 J. / 32 \ WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. / / 35 LOT 1 LOT 2 '- 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS / / / I I i -in I - - SLOPE 46 / 36 31 J - � SIDEWALK _ �i **** DRAT NAG FROM BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF / / i Q V ADJACE LOT PER STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN / / �; 17 / p _ __ a - -_ a - p _ 00 Z: CC&R A EEMENT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LOT NUMBER1 1 45 �/ g / 37 30 / pJ / \ X X A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL 6" BAND O Boz APPROVE PLACEMENT OF FILL. 1780 / Qov/ 29 / o? 1a \ s" TYP. SCORLINE UNIT TYPE/ELEVATION / ??r // / !�'�/ _ BOR�R 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES AR / TC T R ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING / / 36 28 v // / / AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING INVERT ELEVATION IE 20 $ z z GRADING OPERATIONS. 40 27 z TYPICAL SIDE YARD D RAI NAG E / ACKWATER VALVES BW / TRAC7 30669-2 �' ? G' m:� F WAY 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. B / 21 r o } o DISTANCE MEASURED PERPENDICULAR TO RIGHT 0 41 26 // / / �� o 3C� 0 3 WHERE: 18' MIN TO GARAGE DOOR, 10' MIN TO BUILDING, AND 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS AMOUNT OF EXTRA DEPTH / 7' MIN TO PATIOS, PORCHES, AND ENTRANCES. (1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED FOOTING REQUIRED 0 42 1 / 22 _ PLAN VIEW DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL25 CORNER MEASURED ALONG THE PROPERTY LINE. SLOPES OVER 30' IN VERTICAL HEIGHT. // / 23 moo? i NTS VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED EXTRA DEPTH FOOTING /�/ r _ 24 �g \ THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION CONTINUOUS DRIVE APPROACH 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION _O.X' AWITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO .X �� s� IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A DJACENT '5.GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT DROP GARAGE �_ �\ �, MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL GROUND SHALL BE GIVEN. % ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS �hij -- - \� BACK OF ALL SURFACE FLOW SHALL BE DIRECTED AWAY FOR BUILDING OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE PORCH AREA SIDEWALK PER SECTION B-B DETAIL OR SECTION C-C DETAIL. NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. SCALE: 1" = 100' FS PER 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. PLAN 6" MIN. VARIES*** VARIES*** 6" MIN. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. LOTS INCLUDED 2.0� MAX 3' MIN. 1' 1' 3' MIN. 0.5% MjN MUDSILL MIN. MIN. MUDSILL 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 1 ' COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FS PER FG FG PLAN SILL 6" ABOVE _ 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PER PLAN GARAGE FLOOR 5.0% MAX_ o N .• .,,. PUBLIC RIGHT-OF-WAY. 0.5% MIN 12" MIN. 12" MIN. N 21 . 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 DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL CONSTRUCTION NOTES & QUANTITY ESTIMATE STEP DETAIL 2% MIN. 2:1 MAX. 6" TYP. 2% MIN. BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 20% MAX. MIN. 20% MAX. 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE NO• ITEM QUANTITY UNIT SECTION 13-13 Ln ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF O1 LOT GRADING (11 LOTS x 50 c.Y.) 550 CY 35' 40' 40' 6 MIN. *** O STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE " SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES Q CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE O INSTALL 3" PVC SCHEDULE 40 14 LF MUDSILL CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 05 IN GARAGE AREAS VARIES *** R o 1 O INSTALL 4" P.V.C. SCHED. 40 187 LF17 SILL IS 6 MIN GARAGE FLOOR 3' MIN. 1' o O4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 ABOVE GARAGE 10 EA 192 218 -•- FLOOR SLAB MUDSILL MIN. 6" MIN. O5 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT 11 EA co FG GARAGE DETAIL EXTRA DEPTH 6O INSTALL CLEANOUT 7 EA FOOTING ►• Q �7 CONSTRUCT RES. DWY. APPROACH PER C.O.T. STD. NO. 207 AND DETAIL HEREON 11 EA 36' =PAD ELEV-FG = REMOVE PORTION OF EXISTING DWY. APPROACH DEPRESSED CURB. & GUT. , WHERE NECESSARY 2:1 MAX. O REPLACE WITH A-6 CURB & GUT. PER C.O.T. STD. NO. 200 2 LF 12 MIN. ABOVE PAD ELEV. 12" MIN. 6" MIN. Z Q TYPICAL FOOTPRINT ROUND OFF TOP 2% MIN. N SCALE: 1" = 40' R 20% MAX.SECTION C-C o 5 *** SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES W In U o UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER ,Z DEVELOPER w PLANNING ■ DESIGN ■ CONSTRUCTION ALERT ANALYTICAL PHOTOGRAMMETR I C SURVEYS, INC. MER I TAGE HOMES BASIS O F BEARING NOTE o CALL TOLL FREE 647 N. MAIN STREET, SUITE lA 5161 UITE 200 40M COUNTY CE,,�� SUITE 100 RIVERSIDE, CA. 92501 CALIFORNIA,' SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST SECTION A-A 1 -800-422-4133 TEMECULA,CALJFOFI�NA 92591-6022 (909} 686-5103 IRVINE, CA 92617 THE BEAR I NGS S 0 FOR REAR YARD SLOPES GREATER > (949)250-6600 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN Al LD06-001G R o CONSULTING 951.676.W42• FAX951.676.7240 ■ wwwFiBF.Com DATE OF PHOTOGRAPHY 8/5/98 ON A MAP OF TRACT NO. 29286, MB 298/86-89. THAN 5 IN VERTICAL HEIGHT o LD05-183GR z TWO WORKING DAYS BEFORE YOU DIG a J CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. SCALE Q�OFESSIp�� RECOMMENDED BY: DATE: 3/2�1oL CITY OF T ! JDT AMC JDT DEPARTMENT OF PUBLIC WORKS 12/05 RBF 1 CHANGED PLAN ON LOTS 9 & 61 40 LI 3 1/2" DIAMETER ALIAvI I NUM DISK, FLUSH I N ��� , TIVI c^ 1_`1 CONTRACTOR MOVED HOUSE ON LOT 60 CONCRETE CURB STAMPED "RIVERSIDE " HORIZONTAL ,``�► ► �, Plans Prepared Under The Supervision Of COUNTY BENCH MARK T-46-81 RESET 1997 .`_; �. z - ACCEPTED BY: DATE: 3 L/ O�' o� z PRECISE GRADING PLAN o EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED W No.60132 r+ --- - -_-- RONALD J. PARKS n INSPECTOR THE SOUTHEASTERLY CORNER OF THE BR I DGE d Exp. a�3o�aa Date: ( DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 310 53-F, CHARLESTON A T H A R VE S T O N OVER SANTA GERTRUDES CREEK, 4.5 � D. TANNER III � NORTHERLY OF THE SOUTHERLY SIDE of THE VERTICAL sr CI V IV �! " PHASE-4 LOTS 7-10 AND 57-63 Q DATE COMPLETED CONCRETE SIDEWALK. 'l 0�� 06-30-06 09-30-07O'�l = == " f� R.C.E. No. 60132 Ex fires R.C.E. No. 19744 Expires e�ELEVATION = 1097.163 N/A 4F C A�1 p SHEET 1 OF 3 w 65 64 � � � �I PE=1110.4 PE=1110.4 I N FG1�4 0 2 ° o Z 10.8 (11214 6 7 6 6 FL 7 11.2 d N FL TS 6 9 68 PE=1111.3 10.8 PE=1111.3 111.0 _ �o Z I[7W 2.3I'� PE=1111.8 1 p 11.0 FG I PE=1111.8 FG FG 11.10- ci " 2' 14 I Ln FG 11.4 G MAIL o �• I FGA 11.0 FG•� FL �N �• M 3 1FG 1.4 FG 3- L P. CONSTRUCTION NOTES N o z p ? - coO tor-111 .5 A I PLANS IT0 I _ - �, 10.6 FG N 0 10.7 F621 1929 _ I .� 2 INSTALL 3" PVC SCHEDULE 40 I FL 10.8 FG Z .4 11.2 N c°� o O 10.4 Z o , AL �� '� 08.73 I FL �1 2 � 2 m: 05 k� �Cn N FF:1712.0 4r ' � Tc O INSTALL 4 PVC SCHEDULE 40 FG O® 11.0 .3 o CR o Z o 7' FG ~ - .5 11.4 11.4 PE=1111.4 �,� ® CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET 11.2 .3 1929 GF=1111.1 10.8 o FFs 0 FG FG - ` 08.77 I FG R o 05 0 4 PE= 4 0 �� 1 0 TC O5 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT 24 F 11.2 11.2 4 C N 11.0 BL - �� " 6- 0 8 NI 9 I G .6 4 STEP 0 .2 N FG GF=1111. 218'1 � FF=ith1.6 _ S FG • r © INSTALL CLEANOUT I z 11.0 ,e L °cg FFs1111.8 .4 4" STEP 3 •N 11.67 F _ Z PE=1111.0 °' 1.67 FS 0 w r � 05 B C)J o oO PE=1111,0 - GF=1111.5 1 .3 RET. WALL PERT NOTE: SEE SHEET 3 FOR FF=1111.8 0 0 .5 3 .7 11.1 11.1 3 1 0� rSE ATE PERM I t HORIZONTAL CONTROL DATA CR I o � pEsIM2 4" STEP 3 39.7 FG o '� FG FG 11.53 6.5 FFsIMS ��'. 1 w © � 11.27 F A V. L ® •� .1 11.3 FS I pEstM2 0 4" STEP o J GF=1111 .1 2 _ 11.54 FG 3 STEP S9 ��0$ I $ 4 11.27 FS 10.8 w FS FS-GB at ® 0.5 ®� 2I 6 R11l� - " be ~' 10.94 � � ' r� 4 STEP O LK 11.12 ao 10.5 0 1 STEP ,a -S 1 N 11.14 .1 FG. 1 !4 0 0.5 FS-GB &09L31 E o 'C• W GF=1111.3 CW3 S 4" STEP °O ,c°� S Oji F 5 bG FS I � 11.34 aK 11.1 0 11.47 F �'�.- 3 STEPS PS S N O I N F N FG 1 4- �� .1 ® 08 95 0 0.42 S S W 5' 5' R/W 3= INSTALL T116 10 REMOVABLE J' 615 M 0.87 FG F 6v�'i ��, FL OF PIPE 1/2" 6" SIDEWALK PLUG WHERE PUE I D ES-GB �) 11.33 10.8 �$ cn N- c�cn rn N �o �;�9 A OV TT R INDICATED I x N 11.1 1 STEP IIS co o L� o w I'� v F STEP G S ,� W W o� `� c ® 0.42 i ry � � 3 0� 4 FLOWLINE ON PLANS N FG ,82 ® 0.5 14• �, . INVERT ELEV.. A " I V 11.1 10 r ° _ 7� .o �G FS-lib �`'' =moo, 3 3 ® 1' �j► �� ae q`� _ 7G� 9 PER PLAN 2� 1 1/2 MIN. COVER in 0 0. 9 00 •• CD o o,a, ® _- rn O g$ 4"Al •�O .�� •�:_: ' ._=f - :'-;v . t' *, �' 10.9 A 2• N R, �' ,. w •�� n ._�� i_'� _�'_ :::' PVC ri = ,s I `'J FG --.1. � p•8,� '�S �� �; �S " �C7 w� ®� FC r 3 -- z ANNA , N " " 2 7 � �. ,_ - � � 'O$ �-��=r�'-'� INDICATED D ON LAN cp I nf% ,S> -- ae n ,`�, ®0� `D ,� r' AJ INV ELEV PER PLAN SECTION V • `' G� CURB & GUTTER- y " �= A A rn G I �•pp T 'l1 ,� ® _ •� �' N N� N� +� 'o? 3"x4" REDUCER 4x4 x4 TEE I 10.4 N 508.80 E .99 IE 4 _ 1 . MI W �' / �ST58S 5 F s 3" MIN PVC (SCHEDULE 40) 2 1'ox �' N • 4 ® � 42 1G 14' 0 2.0% UNLESS NOTED ON PLANS �. _A. __----- FL --- 10.9 � 8 TC _�� N� N`� N FG ,n �•s2 IE 4 w -� w -P S 3 STE 5 1 47 ELEVATION _ I 9 FS 12 [� 2.0 2 N 11.53 10.8 _ 3 rn ~ ® °D FS co � 10.8 � � o " STEP .7 :3�6 FS ^, G o 10.9 FG 5 I 2.0% �o-- FF:IM5 4 0 - .09 \� � 3 1 S 9 J 11.3 '. .7 FG 1 J4 MIN PE:1710.8 1 .3 �. F � ® 1.1% 4 �P 11 6 10• FG sg ip.6 1 4,4 F Al 57EFS ' 10 6 .50 F , .01 o P ®°' ;� o o� RIVATE DRAIN THROUGH CURB D05 09 07 0 4 STE Q I FG 0 10.0 9. 0 5 11• F - 67 FS 2 6 Um 3 AR FG FG S 1 > 3 1 .1% / 11.4 .3 't FG 11 �-o� 1929 1 0 6 .00 �p FG � •4 N CD FG '`� c =1111 ' _ _ LL / 'fEP o 3 1780 .2• FSS BR PE=1111.0 o c9 L� 9.8% F d' .9 ►. / " S S f Z L�0 67 F .3leio CL 9 10.4 ------- � �' ' 11 AR � � � 0 FF:1111.8 = �G 09.8 s o 11.30 .2 ? ? 4 9 FG 1.1 as PE 1.0% MIN. 2 - l�S _ 1.�►80 11.2 S FF:1112.0 FpEs'1111.3 GF=11114 . 11.3 I 3 c IIo I '" L FG X1,4 .3 11.3 FG k 111.9 U ---- o - I N 7' B I TS 56 P1Y .� -- o I _ X11. 11.0 11.3 �3 FG �G � I FFs1112. 0 11.2 F_11 PE=1110.6 , -- - ; W I `� PEs1171-i4 11. FG 6 � . o _ 11'3 1 N 7 4 N � FG I I 11.4 FL at N z Tc 1 I I z 11.4 FG , 1 1 0 I z_- Q9 Or : FG TC• 3 I I f Na 0 11.4 No .8 TS•3 z 2:1 SLOPE W . z � _ w 112 FG zK .3 J I I 0r 2; 1 SLOPE TS - -' � N - ap 0 N~ 10.7 T$ w a I 2. 1 SLOPE - �4 E 11. Z N �8 - PE=1108.6 a �G - I SLOP Ft 1 Z 2. 1 SLOPE - PE=1108.6 N Q - -- �1 PE=1109.2 Tc 0 PE=1109.2 110z 85 0 U Q 3 0 N O C� cq�F • � . w a LL- 0 �0 z Q N 1 ro In O 20 0 20 40 60 v U UNDERGROUND SERVICE a ""!6iiiiiii ALERT PLANNING ■ DESIGN ■ CONSTRUCTION GRAPHIC SCALE z 0 CALL TOLL FREE 40M COUNTY CENTER DIME SUITE too 1 -800-422-4133 ' ' ' ,EWCULA,CALF X*"925M-6022 LD06-001G R CONSULTING 951.676.8042■ FAX 951.676.7240 ■ Laww.RBF.com 0 LD05-183GR TWO WORKING DAYS BEFORE YOU DIG z CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCT BENCH MARK SCALE pf ESSIV# DESIGNED BY DRAWN BY CHECKED BY 1 DRAWING NO. o 12/05 RBF 1 CHANGED PLAN ON LOTS 9 & 61 2�� " M ISK FLUSH IN O JDT AMC JDT RECOMMENDED BY: DATE: ��6 CITY OF T DEPARTMENT OF PUBLIC WORKS 0 3 1/2 DIAMETER ALUMINU D , CONTRACTOR MOVED HOUSE ON LOT 60 CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,`' �- �� Plans Prepared Under The Supervision Of COUNTY BENCH MARK T-46-81 RESET 1997" '� �_ P EASTERLY of THE CENTERLINE of SR-79 AT r" ACCEPTED BY: DATE: 3 ZZ of T PRECISE GRADING PLAN o INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE AS NOTED NIo.60132 Date: 3 a Gs RONALD J. PARKS TRACT 310 53-F, to OVER SANTA GERTRUDES CREEK; 4.5' E"P' a/3%6 DEPUTY DIRECTOR OF PUBLIC WORKS o CHARLESTON A T H A R VE S T O N / NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL sl. C1V1` ��� HN TANNER III PHASE 4. LOTS 7-10 & 57-63 Q DATE COMPLETED CONCRETE SIDEWALK. _ 'lf 1��� R.C.E. No. 60132 Exp i res 06-30-06 R.C.E. No. 19744 Exp i res 09-30-07 raj .: = 0 ELEVATION = 1097.163' N/A f C 1►t ,Iw SHEET 2 OF 3 / CONSTRUCTION NOTES O7 CONSTRUCT RESIDENTAL DWY. APPROACH PER C.O.T. STD. NO. 207 AND 65 64 DETAIL ON SHEET 1 REMOVE P II 8 O ORTION OF EXIST. DWY. APPROACH DEPRESSED CURB & GUT. , PE-1110.4 PE=1110.4 I I REPLACE WITH A-6 CURB & GUTTER PER C.O.T. STD. NO. 200 35.01 '11 5' cv 59.59' I NOTE: SEE SHEET 2 FOR In I SWALE DESIGN 67 69 68 66 PE=1111.3 °D 00 PE=11113 0 PE=1111.8 PE=1111.8 14.5 f 40.92' 54.09' In_ 49.00' , 34.99' 4 II 0 CTI I iJv 4► µ 4'1. 00 4 1 °° 1929 I � � M 05 ICY) AL I � 8.4'1. CR 9.0 ' FFa1112.0 9'± 4, 1929 `�' .00' 05 FFam2.o PEa111t4 I d gL PEa11tt4 I CR 14. 1 '1. N ml c(D 11 05 9• 2181 � FFa7111.8 FFa1111.8 I PEa1111.o PEa1111.0 , 4 4 I FFa1111.8 FFa1111.8 4'± pE:1111.2 N pEa111t2 4 I o 11 4' � N � -H 0 � ^ N MA r ---- - Cl 5L � -H N ,264 ' 0 .5t N r' ^ _ 9 t 1 7 �/ I - 5.71 28.39' 21.61 ' 22.52' � � �/ 12' r"` 55' I , N �� 3A, 01 N ,. W 34' a'0KD o 0 ZZ� �1 � 4 CP N z 00 V• I vmt ?9 0 - CA O n� O�- W Q3 N C mitILO Ln c ,E , I h � N �bOs p,� / n o c•N m 00 ' ?? _ _ c'r N cn o `L�` r'6' VL 9 Yy J , I8 32.2 12 11 .6'± foo 1.17 w N i N 3-w w ►+ 9' 6't � 7 �\ N (D 6.7 t 05 �, o , AR R � , � j 10 4. 't N CY3 3 02 F 4, 5 f 5 6 0) ct]CID sPE­11it P c'A / O" 2181 17ap 0, 1m-9 °r � , rn AR N CL J pE:1111- I � 19.52 I 17 .9 73.84' 365 FF="U.o FF= s , I I BL t - - 28 I- 9 CA 5' 56 --- w FF= 4 - _ ' t PE-1110.6 , 18 1 ' pE=1111- 4 4 w E t N a I 5' M 0 1.1. I , 5 _,. , o D I 18 5, 5, I 4 J °'D 3 N SWK 27.6'± w � 4q ��, 1.(� o o o I15 0 OD CD 49.53 - I Q H 59.73 PE=1108.1 U)- PE=1108.6 Z F3 41 .07 - _12 PE=1108.6 0 PE=1log.2 c� 3 0 PE=1109.2 vi 0 c� ?p, w 1.l 1.L 0 z Q N I 20 0 20 40 60 0 / w U) Ljj UNDERGROUND ROUND SERVICE GRAPHIC SCALE o a ALERT PLANNING ■ DESIGN ■ CONSTRUCTION z 0 CALL TOLL FREE 40M COUNW CENMR DFwE SWE 100 Q 1 -800-422-4133 ■ ■ ■ TEMECULa,CAUFOft"92591-6022 CONSULTING 951.676.8042• FAx 951.676.7240 • INMIW.FW.com �LD06-001GR o TWO WORKING DAYS BEFORE YOU DIG LD05-183GR z a CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q�pFESSjp�, DESIGNED BY DRAWN BY CHECKED BY 3 DRAWING NO. o 12/05 RBF t CHANGED PLAN ON LOTS 9 & 61 3 2t .. '�� JDT AMC JDT RECOMMENDED BY. DATE. CITY OF T DEPARTMENT OF PUBLIC WORKS Q 3 1/2 DIAMETER ALUMINUM DISK, FLUSH IN �� T c) CONTRACTOR MOVED HOUSE ON LOT 60 CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,��� a, Plans Pre ar ed Under The Supervision Of COUNTY BENCH MARK T-46-81 RESET 1997" ,:? W-4 = P EASTERLY OF THE CENTERLINE OF SR-79 AT co • r., ACCEPTED BY: DATE. 3 ZZ of ? PRECISE GRADING PLAN INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE AS NOTED No.60132 - - Date: RONALD J. PARKS o OVER SANTA GERTRUDES CREEK; 4.5' � Exp.• 6�3%° � DEPUTY DIRECTOR OF PUBLIC WORKS � TRACT 31053-F, CHARLESTON AT H A R VE S T O N to NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL sJ' CI r It ��! 0 D. TANNER III PHASE 4. LOTS 7-10 & 57-63 Q DATE COMPLETED CONCRETE SIDEWALK. - lF O `1��� R.C.E. No. 60132 Exp i res 06-30-06 R.C.E. No. 19744 Exp i res 09-30-07 �rr; -= -- ELEVATION 1097.163' N/A f C A `*•>,w SHEET 3 OF 3 /