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Lot 66-73 Precise Grading Phase 4
LEGEND TOP OF CURB 0000.00 A C 0 4P 23 Z_ 3 z T.C. PREC S G �RADI G D A \ FLOW LINE F.L. HIGH PMNT HIGH POINT H.P. A PAD ELEV,-0,3'M[N FINISHED GRADE F.G. FINISHED SURFACE F.S. `� A 1% MIN, 1% MIN, VIA RAMI GARAGE FLOOR GF 0000.0 15 TYP, 15 TYP, 51 (EXCEPTL5' 5' B (EXCEPT ,r-, A� PAUBA PAD ELEVATION PE 0000.0 MIN WHERE B MIN MIN WHERE C MIN C 55 S6 p PROJECT FINISHED FLOOR FF 0000.0 NOTED) NNOTED) 54 25 24 �A� � � � SITE 26 23 ROAD WATER SERVICE W z z 57 22 18 58 78 21 z ' Z SEWER SERVICE P1 1ASE _L5 � B 9 77 79 1 27 19 60 5 2 � 20 36 AIR VACUUM RELEASE VALVE (AVR) �� - 61 80 3 28 pip PICO o 76 4 35 / \ TO SAN DIEGa RD, Z �e p� z � o FIRE HYDRANT � �o�MAX r' � N� Boz MAX �' � --- � � 62 75 81 � 29 3 /33 42 63 82 4 17 , 2� 4 � 41 CAS DRIVEWAYV N V N 45 64 74 73 83 1 30 31 32 43 HVY, 19 STREET LIGHT 44 �, 65 — '-g4 5 52 4 SLOPE TYPICAL. SIDE YARD DRAINAGE >> 43 42 71 85 66 72 84 � �.5 7 14 6 15 53 51 VICINITY MAP � � 5 39 DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE 67 92 54 I EXTRA DEPTH FOOTING 40 91 55 CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 41 68 70 86 6 8 13 1 50 46 38 NOT TO SCALE > > -37 � INDICATES AMOUNT OF 1 69 S7 89 90 g 9 12 56 49 7 35 EXTRA DEPTH FOOTINGG 8 38 g 1 ,,.. .. :- 99 --, ' ACCESS RAMP 37 36 _� 0 1 7, �`. 35 4 10 1p 7 65 3 1 3 � 5 SITE 3 8 GRADING NOTES 3 32 31 1 y LOT NUMBER Cn 9 10 30 29 58 64 28 271 . ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, INDICATES MODEL 10 OR 12 U 12 13 1 4 63 ti AS AMENDED BY ORDINANCE 93-04. 6 w 1 59 R o 14 15 26 105 16 60 62 „` K`�, 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. 4 R 48 � w 2 16 5 r DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND SHALL BE UNIT TYPE � M I N TYP v 1 17 \, , B I < 18 24 61 rw►cT nR CONSTRUCTED A MINIMUM OF 2 FROM TOPS OF CUT OR FILL SLOPES. INDICATES ELEVATION I MAIL OX 12" MIN. 12 63 MIN. ABOVE PAD ELEV. 8 7 19 23 3 f 74 3, MAXIMUM CUT OR FILL SLOPES = 2: 1 . �i 6 5 57 ` WATER BLOW-OFFC11 (TYP. ) CLR. 4 22 62 58 75 4. PROVIDE 5' WIDE BY, 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL (FACE OF CURB TO q OF POST) 9 3 2 1 21 20 61 64 59 INDICATES PAD GRADE REVISION ROUND OFF TOP FILL SLOPES OVER 5 HIGH. OR (6" BACK OC CURB TO q OF POST) .� 52 78 � FROM ROUGH GRADING PLAN P/L 5 51 77 5, ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT ' "� 50 76 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY OVER 1 THIS LOT REQUIRES A BACKWATER " SIDEWALK CURB & 72 FSO 17 18 49 PLACED,AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS DEEP. VALVE PER APPROVED WATER AND � W GUTTER 68 19 53 SEWER PLANS. PER SECT. 409 OF U.P.C. MAILBOX L 5 4 64 1 31 20 21 22 48 54 79 6 . A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA 3 2 1 34 9 \ 80 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH DETA I L NO . 1 6 48 32 2 28 27 7 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO SECTIONA — A ( 26 1 25 24 4 23 S5 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, N.T.S. FOR REAR YARD SLOPES GREATER 1 (71 7 15 33 ., 46 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES, THAN 5' IN VERTICAL HEIGHT 45 1 56 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG � TOP OF CUT SLOPES. a 8 9 P L 0 11 12 13 14 l 34 35 36 37 38 39 4p 41 42 43 I 44 0 0 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN o 6" MIN. 5 MIN. 5 MIN. 6" MIN. ONE FOOT. 00 3' MIN. 1 ' 1 ' 3' MIN. I Nr MUDSILL MIN. MIN. MUDSILL 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY: o INI PETRA GEOTECHNICAL INC. ON SEPTEMBER 23 1998 0- L-)E ,K M P TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE °Q 4. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DE ¢ S CAL E 1" = 2 00' SIGN RECOM- 12" MIN. 12' MIN. MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- o �- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. o o 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. LOTS INCLUDED m ', ,>f '9 10. THE CONTRACTOR SHALL NOTIFY THE C I TY OF TEMECULA ENG I NEER I NG O 21% MAX. MIN. 21% MAX. as p PLAN DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE vo SECT I ON B — B REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 00 PLAN PLAN o EACH LOTT TION MUSBE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR w 2 3 00 x 48.00 �0 50.00' 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE 5' MIN. P/L PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 50.00' EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 3' MIN. 1 ' THE APPROVAL OF FINAL INSPECTION. E MUDSILL MIN. a 6" MIN, CONSTRUCTION NOTES & QUANTITY ESTIMATE 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. N * �4 NO. ITEM 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT `H 4. QUANTITY UNIT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. LOT GRADING (8 LOTS x 50 C.Y./LOT) 400 C.Y. rn 12 M I N. 2: 1 MAX. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 00 PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- o TYPICAL OVERALL FOOTPRINT DIMENSIONS N WIT 2% MIN. 6" MIN. TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRE,THE ACTUAL o 21% MAX. PR O 2 DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SECT I ON C - C SCALE: 1 ' = 30' . 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 15IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SUBS n_ SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMB o TIONS, 15 ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE Underground Service Alert PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. CHAPTER 10.R. w Robert Beim, Filliam Frost & Associates 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DEL I NEATED I N THE F I ELD Ff I OR = PROF'ESSIDNAL ENGINEERS, PL.A� & SURVEYORS TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. i 27555 YWZ ROAD, STE. 400•TEMECU.A CA. MI CD CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 BENCH MARKOWNER/DEVELOPER 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE o 1 -800-422-4133 RIVERSIDE DESIIT"L+ITICR T-21-01 THE APPLICANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- ¢ 21/20 BRASS DISC IN CONC.CYLINDER SIAIFED T-2181. RICHMOND AMERICAN RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON FRprI THE INTERSECTION of FRONT ST.AED RANgiO CALIF.Iq. 3.4 MILFS I�RIffAST a W. AVE. , SUITE A REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED RANCHO CALIF. RD. 44'NORTHIEST OF RANCHO CALIF.RD. 13= 104 WGRAND AVE MR OF A 4'2 BW RAIL FENCE, 2'NEST OF POU POLE 111151130E, SET FIBERGLASS NINSS POST 1'WRTHNEST ESCONDIDO, CA 92025 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. TWO WORKING DAYS BEFORE YOU DIG OF DW, AOJ.DATE: 9-13-82 M. 1230.562 (760) 145-1605 LD99-236 GR 000 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKDESIGNED BY DRAWN BY CHECKED BY SCALE o F E S S 10*4 Drawing No. ra A j JT JT MT RECOMMENDED BY: DATE: C I TY O TEMECULA DEPARTMENT OF PUBLIC WORKS Contractor HORIZONTAL �``' ��� l�,9z � Plans Prep ed Under The Supervision Of � C ACCEPTED BY: DATE: lZ' a T TRACT NO . 23143-4 0 SEE ABOVE AS SHOWN w No.43090 cG Inspector �L L ' DEPUTY DIRECTOR OF PUBLIC WORKS �~ a-'EXP. 3/31-00 Date: � RONALD J. PARKS � PHASE 4M I CHAA. YMAN Date Completed VERTICAL 0 1 Y�\_ �0 'rF o' 43090 3-31-00 rr isss PRECISE GRADING PLAN N/A OF G ko1� R.C.E. No. Exp i res R.C.E. No . 19744 Expires 9-30-01 T I TLE SHEET NO c_ LOTS 66-73 SHEET 1 OF 2 DATE PRFPARFD-. 03/2F/99 I 1 27.5 �Y AV/A ASS'Y C'B ~' 56 .51 ' 4.60' _ 67.01 ' 1� S')- � �Rq3.28 y .° INgGLG''�. / ��• Eqs�L opt ISI' 41.5 R RGA rIr c11 +► 0 � Hp o ? N Ln 42.6 z HP I 5 N a N . 510 X -y 2't N 6 '�i ++ Ln It © tk • o 17 N C o �G' © �� 1 © 1 10 z PE 1241 .3 -ff) I /-3-\ R z �� •'9 71 N FF 1241 .9 2 v, �J 1 PE 1241 .4 FF 1242.3 "7 FF 1243.4 \IJ I PE 1241 .8 PE 1242.9 U-1 z 0 Cl- 100 -•j > 5 7.5'1: •c�a 9 - � GF 1241 .4 C� ^ �� � icy• 6 GF 1241 .8 �` �0 v, GF 1242.9 40 1 �• 5 n FL, 41.3 �0 10' 1 8Q F �.' N i 78 III S , 4"11- � 39.9 � c•� �' . - �• 43.9 R/W 39.6 39.8 40. 1 50.00-1 FS FS nl� W FSFS S 36.50' 40.3 40.5 61 88' .50' 123.84T -FS- 25 70 S25.05 r 6 .20, �1 ST. L T. % (b.� 0.53% C/)v. 9 \ P) o ,c•�,9 bA �o >> T Off` \ 0 o ®,o 'S,�C, ® o� �G �� �s6 �4 C a'� �� o IN I .� PER TR �. ,28 2p.o�. �p '� o S xg•. S 1 ,pry �, -- -4 _ a w r �; -� KIN I HTss 12 -� � S \ co 1 0 o x I GE WAY 3 10+00.00 KNIGHTSBRIDGE a ao c� 0.6 ti1 �� o �� I 41 20 o -15+38.65 OLD KENT ROAD ��,� oN '� �`tiW- 6,00��® a� ti� �� TC u� K CD\ k3r tK \ 00 W ST. L T. Do J,o `��• `9 0 M o 12 30' 10. 1 5' 53-55' 8 00 � � J,,� 60-66' S 39.7 FS•9 W 40.0 40.2 S W 26.20 `.tiro s�0 . o�� 4 000 1.�� FS FS 40.4 4D 77 Vp ��. ti �. 1,g \ -.1- 00$ �` IT, a FS 40.7 N ^� `° o 00 FS _ 42•g \ .off-�� o Cn FL, °Q ry 40.7cv 27. 00' 23 0 ,^�� �G sj, o FG FL GE3 cv NIn w FH J' •� �oG �, mo 41.8 42.2 �: �v 4p, -9 � GF 1241 .9 5 �� F 6 FG r �S 41 S 34.50 \ a 0 -y GF 1242.0 �, �r, '7 F 'D t'' y N 42.0 .2 ,n cv S c� - °� , as yo ` o0 o �: FG �' GF 1242.4 •�' �, 'rpm �'L��' ,��.'> rZ 4�, o 1 `22- .4 �r o •89 GFCD 1 22 C.D2-� G� .2CV � ,rG•8 42.9 y 0006 z 42.8 •� 4� F , q' 6 6' 5 z FG ® 8 GB o 1 44 SW z FF 1242.4 _z \ a se _ 5, 6 M 10' PE 1241 .9 2 r- 0 ? 2 0 GF 1242 $ _ c„ , m SA N1 R ,�� be FF 1242.5 M �' P : �2 rLt��' ati 9 0 .�- T-- cn 1 g \ o0 41 .9 14 41 .9 � PE 1242.0 3 � 1 X 5 FG FG 12 �, FF 1242. # I - 9 1 42.0 42.0 Ln PE 1242. 4 . w PE 1241 .5 •n FG �i 3 arL 9 0, 43.9 x n � z at z FF 1243• � FG �'- TS 1 0 C� 42.4 PE 1242.8 2 10' --H 41.6 r r- 6 ' FG 42.4 z 17' 42.8 1� �� o FL, HP `r � N FG 42.8 FG 2 ` L 41.7 z 21 .5' FG 1 0 FL, HP �n ry o, " N ►� N \ 742. g N N FL, HP 42.5 rn FL, HP 50�� �0 SPS cv EXIST. H.0 A, SLOPE DRAINAGE E SEMENT P Z P82�� I1IgCD EXIST. 2: 1 SLOPE 09 t� G• C-)�� � PER ROUGH GRADING PLANS N� CL TC 'o 0 .T 00 51 - 79f 09 Underground Service Alert 57.79' co w 59.98' � ca = Abbert Bein, William Frost & Associates > 68.63 a- PROFESSIONAL ENGINEERS, RLANNERS k SURVEYORS S �+ 27555 YYNEZ ROAD, STE. 400*TBEW CA. 92591 ,J,�, 1 28 CALL TOLL FREE (909) 676-8042 , FAX (909) 676-7240 6 s2 20 0 20 40 60 0 1 -800-422-4133 ctf o GRAPHIC SCALE 0 a TWO WORKING DAYS BEFORE YOU DIG L D 9 9-2 3 6 GR 00 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE Q0D [SS/p DESIGNED BY DRAWN BY CHECKED BY Drawing No. 0 ��� JT JT MT RECOMMENDED BY: DATE: '' CITY T E M E C lJ L A DEPARTMENT OF PUBLIC WORKS HORIZONTAL �`� �� �¢ Plans ans Pre ar Under The Supervision v i s i on Of ~ Contractor � .� .� ,f P P Q ACCEPTED BY: DATE:A 1 ,���' rbc TRACT NO . 23143-4 SEE SHEET N0. 1 AS SHOWN ►� No.43O9O ^ Date: 1� L1 DEPUTY DIRECTOR OF PUBLIC WORKS `'� PHASE 4 0 Inspector °� � -- Exp. 3/31-00 MICHAEL A. T MAN RONALD J. PARKS F cn VERTICAL sr C I V t\- y.`� CL �` � PRECISE GRADING PLAN Date Completed �lF 0`� 4 0 3-31-00 _ Mfr, 1989 c� N/A OF ��`lF R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30 01 , „s„o ° LOTS 66-73 SHEET 2 OF 2