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HomeMy WebLinkAboutLot 72-83 Precise Grading LEGEND AC 0 23 3 j TDP OF CURB 0000.00 T.C. HIGH POINT FLOW LINE F.L. A PAD ELEV,-0.3`MIN, FD R ECI S G : A D G D A HIGH POINT H.P. O f.y 1z 1 \ AS 4 FINISHED GRADE F.G. A FINISHED SURFACE F.S. 1% MIN, 15'TYP 1% MIN, 115'TYP. 5, (EXCEPT B 5' 5' B (EXCEPT C 5, VIA RAMI C 111111111111111 GARAGE FLOOR GF 0000.0 MIN WHERE NOTED) MIN MIN WHERE NOTED) IN ►n PAUBA PAD ELEVATION PE 0000.0 55A PROJECT S TE 25 24 �zat� �� SITE 54 56 ROAD FINISHED FLOOR FF 0000.0 2� 26 ti 23 s 57 WATER SERVICE 2 1 7 19 SEWER SERVICE S _ o 59 7 2 1 27 6 lfq H a o z o o 60 20 3 PILO00 �q AIR VACUUM RELEASE VALVE CAVR) 71 ro y o 1o" '� CN o 61 3 \ 28 35 / \ TO SAN ➢IEGO Pik x Mak N Mqk 10 � � � RD. FIRE HYDRANT `4� 29 9 62 , 3 34 / 42 \ , A � � � 4 17 63 $ -rR, 23 43 4 41 WAY 45 4 . . . 30 31 32 43 NVY, 19 DRIVEWAY 6 73 1 TYP I CAL. SIDE YARD DRA I NAGE 44 � - —94 5 52 STREET LIGHT �'. 65 --, ��:���.� 84 93 6 15 DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE �� 43 66 N5 53 51 39 I � - 1 � 5 VICINITY MAP CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 42 7 85 92 7 14 ` 54 SLOPE 67 46 38 41 68 70 86 6 8 13 1 50 NOT TO SCALE EXTRA DEPTH FOOTING , 40 91 55 � _j7 3 INDICATES AMOUNT OF O 87 8 89 90 9 9 12 56 � 49 EXTRA DEPTH FOOTING 39 g 1 \ 38 r~ 99 � 7 3 � ACCESS RAMPim :D M 36 35 3437 100 1 10 8 3 57 65 66 GRAD I NG N w 10OR 12 U \ 33 32 67 72 6' � 11 3130 29 1 58 64 LOT NUMBER Z � 48" 16" O 9 10 28 1 68 1 . ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, Li 11 27 g3 / AS AMENDED BY ORDINANCE 93-04. MIN.ITYP. d 12 13 1 -- 59 j 71/ INDICATES MODEL I LL 14 15 26 r 105 60 62 9 / 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE � 1%. 4 R I MAIL OX 12" MIN. 12 MIN. ABOVE PAD ELEV. , 16 17 25 \ rn�cr RY DRAINAGE SWALES SHALL BE A,MINIMUM OF 0.2 DEEP AND SHALL BE UNIT TYPE g TYP. CLR. \ 18 24 61 79� CONSTRUCTED A MINIMUM OF 2 FROM TOPS OF CUT OR FILL SLOPES. (FACE OF CURB TO OF POST) OR (s„ BACK OC CURB TO � OF POST) I 8 7 19 23 63 � 3 f _ 74 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . INDICATES ELEVATION ROUND OFF` TOP 14 6 5 57 WATER BLOW-OFF 0� P/L p 9 4 Zp 22 62 58 75 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL P.C.C. 5 3 2 61 fi0 59 FILL SLOPES OVER 5' HIGH. 1 ,/ SIDEWALK GERBER 21 51 52 77 78 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT THIS LOT REQUIRES A BACKWATER 50 76 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 17 Bw -* VALVE PER APPROVED WATER AND - 49 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS MAILBOX LOCATION SEWER PLANS. PER SECT. 409 OF U.P.C. 72 18 �3 OVER 1 ' DEEP. DETAIL. NO . 1 _ 113 20 21 2 \ 79 A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA SECTION A A s 4 64 S 31 2 48 54 6. REGIS E ED N.T.S. 3 2 1 30 80 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH FOR REAR YARD SLOPES GREATER 6 32 29 28 27 48 GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO THAN 5' IN VERTICAL HEIGHT ( 16 26 25 24 23 47 55 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 71 46 GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES, 1 7 15 ` 33 -- ►--�-- 1 56 45 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG 0 8 9 TOP OF CUT SLOPES. 10 11 12 13 14 34 35 36 37 38 39 40 41 42 43 1 44 m 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN o 6" MIN. 5' MIN. P/L 5' MIN. 6" MIN. ONE FOOT. 00 3' MIN. 1 ' 1 ' 3' MIN. ( 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF MUDSILL MIN. MIN. MUDSILL THE PRELIMINARY SOILS INVESTIGATION BY: o� 0 v _ � _ PETRA GEOTECHNICAL, INC. ON SEPTEMBER 23, 1998 0 6. . TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 00 (jo ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- S C A E 1" = 2 00' MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- o 12" MIN. 12' MIN. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. o U) dcc LOTS INCLUDED 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 2% MIN. 2: 1 MAX. 6 TYP, 2% MIN. 00 21% MAX. MIN. 21% MAX. PLAN DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE PLAN `� REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC--- 0 SECTION B -�. B 1 $ PLAN o TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR W 2 O 3 �"rj EACH LOT. 0-1 50.Do' N1 � Tiff 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR GREATER THAN 5IN VERTICAL HEIGHT SHALL BE 50•�4PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 5' MIN. P/L EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO 3' MIN. 1 ' THE APPROVAL OF FINAL INSPECTION. E 0 MUDSILL MIN. 6" MIN. C O N S TR U C TI D N NOTES & QUANTITY ESTIMATE 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. o NO. ITEM QUANTITY UNIT 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT QLOT GRADING ( 12 LOTS x 50 C.Y./LOT) 600 C.Y. LESS THAN 1 4' PER FOOT FOR A MINIMUM OF 3 FEET, a, TYPICAL OVERALL FOOTPRINT DIMENSIONS 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING no 12" MIN. PAD ELEVATIONS WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 2: 1 MAX. PRODUCT 3 TION (WITH RESPECT TO- MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- rn 2% MIN. 6" MIN. _ SCALE: r-40 SCALE TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 21% MAX. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SECTION C .— C 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE �PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER � 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- 't TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTERS, TREES, 20 ON CENTER, COMBINA-- 00 TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER t Underground Service Alert U.P.C. CHAPTER 10.R. Cn Q 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR = Robert Bei?, FiUiarm Frost do Associates TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. � Q PROFESSIONAL ENGINEERS, PL.A*US k %RVEYORS z 27555 YIEZ RX S1. ,00•TBEW CA. 92591 Z CALL TOLL FREE (909) 676-8042 FAX (909) 676-7240 BENCH MARK OWNER 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE RIVERSIDE OW DES1CNhTIOk T-27-81 THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- < 1 -800-422-4133 2 1/2'DRZ DISC IN CX. MINDER STPD T-27-81. RICHMOND AMER I CAN RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON FU THE INTERSECTION IIF FRONT ST.AND RANN CALIF.RD.,3.4 MILS NDRTHM a 104 W. GRAND AVE. , SUITE A REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED RKM CALIF. RD. 44'NORTHWEST OF RNA CALIF.RD. 13'SOUTH OF A 4'2 BW RAIL TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. FENCE, 2'WEST OF POWER POLE#1751130E, SET FIffRgJISS WITNESS POST 1'NORTRUT ESCOND I DO, CA 92025 � L D00 . 05S Q k OF VW. ADJ.DATE: 9-IY82 M. 12-M.%7 (760) 145-16058 TWO WORKING DAYS BEFORE YOU DIG L D 9 9 -2 3 5 G R00 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK pFESS1 DESIGNED BY DRAWN BY CHECKED BY Drawing No. SCALE QR �Hql JT JT MT RECOMMENDED BY: DATE: / C I TY O TEMECULA DEPARTMENT OF PUBLIC WORKS y ll-oo �''BF 1� R�vis�P1Qonucr T pEs Q Contractor HORIZONTAL �� y `� �`� Plans Prep ed Under The Supervision Of ~ _ DATE: 3a 99 0� T TRACT NO . 23143-3 SEE ABOVE AS SHOWN ACCEPTED BY. ,� o� Inspector t ar p°'3/31-00 L Z DEPUTY DIRECTOR OF PUBLIC WORKS pDate: RONALD J. PARKS �. PHASE 4 VERTICAL sl' �f V l� ��� M I CH EL A6k�LMAN PRECISE GRADING PLAN Date Completed tF 1F�� R.C.E. No. 43090 Expires 3-31-00 R.C.E. No. 19744 Expires 9-30--01 r�r �� TITLE SHEET SHEET OF l N/A OF CNS- LOTS 72-83 1 2 DATE PRFPARFn. nq/05/fig 41 .37' 75.0 72.68 FG Vj19.96 ' IIIIIIIIIIIIIIIIIIIIIilljllllllllllllllllllIIIIIIIIIIIIIIIIIIIIIII 60 52 � eat° s 141) IIIIIIIIIIIIIIIIIIIIIllilljlllllllllI A ti82•EXIST• p6 , H.O.A. r \ � DRAINAGE SLOP � EASEMENT 65 PER NT 126 �0 �o��o ZSR • 2•ppZNc, P E DAN GR o qD 11,11,111111 60 LO CONSTRUCT CONSTRUCT 1 HOUR - v'. . ` ~ s•0 P L0N L0 00 G' s� F p ►► Cr) G 5 hh• �� N 5 Lr) s• Z .,r.•o 10 FG 1 .5' Ln 5 9 o 6` N 2 •s r 'r'- e'12.55.5 -a Q ® '��,�' 3 k S FF 255.0 " z B �- � Q ® h�c� 2 �C, - '`P-10 p ,n PE 1 AR .� h 3 ? Z FF 1254.9 o at ® C Q 1 3 �• rr- PE 1254.4 ,2 N FF 1254.3 z z BR .- 2 ,�o e •3 6 PE 1253.8 Z •2 FF 1253.9 _ z P 2� w ae o o at FF 1253.5 .1 r N PE 1253.4 3 cv a�e Ir- .3 P 1255 ° 4 _J' c°� _ 5, � E 1253.0 s, o t N N � "' N PE 12 GF '0 Co .2 0 52. 7 1 h D �, �, cNrr °� cv F � 1254.4 54 ni .1 GF .3 .5 _ .1 .2 S - �h (5`_ (A W � G 0 5 �' 0 81253.8 .2 .t� � .3 o � ® N ? N - ac 54- GF G' ..9 o GF FG 5 sj,6 1253.4 1: GF 3.4 0 1253.0 cr \4ct-6 . N � N ,� •� a LO FG o 5.oo w N - '�� o 120 °` �_ 51.9 co MP .0 'th S h cv 0 (DN zw 0 1� '� n rn; FL . �� N w , ' `1 SO,po. `n N •r N N �f�v N a0 N n V �(�`�' -1° o Go 0 12.9 N W U)� N S R/W S n � n � 0 N �� 0 131 -38' ~° \MIN S 4 00 1 3.6 �o �`• '`� h• S2, 3' 0 13. 0' 47.98' 60.00' S "' D _ o 5fi.S0 0 FG �� TC �° 00 5 .40 •33� � � � `n 1 MIN 52-62 9.9, �. 0'67% co cn .s2 040 53.7 FL GB � 0 o 5. 16 28.55 ,� `�� `L' CURB k o o 10 10 •12 ®�� h,`G � '�� GUTTER �` PO o <„ C�7 o o 93 G �'` a` '�S S S � h a0 15' N �' FS Fo oc 13.17' 11 0.58X _ _ 12 a G © o ¢ �~ 25.8Z r � S o 2 a s.6x PO Q ,�:�`� NOBLE ' COURT , ��' o-- ti _ �G PER TR 23143-3 •� 0 ,�. �ti o 0-4 C14 00 .0 O STR. 3 I h`LG �ti o 2x MINrol 1-/ FF 1255.5 �* LT. o o '� o PE 1255.0 s rn �, g�G Gv-�-�ER 0�� "IIIco cn FH m �5 G 4 �S �s r aj'1 h•� Zs 20 60.00' � 47.98' 12 0 000 71-t � �3`� � MZN � 11.59 � �o SZ•3 .� S STR. R/W S �, ^ - 1 ` (0 •r r� - LT. F-H 1% MIN FL-GB54.5 O M 15 °° �'' w co `� dp °Q .�$ ►.`�' N i t 0) 0 ' FG - IN 5 1� 4,'ti- 35.95' S M her �, `�' F6 N �O s`�3 N 2 N ao�o hh• � � � � g S3. 5 G G 9 FD GF 1253.7 1253.7 •4 5 0 N 53 9 1254.2 GF 1254.2 5 J o GF - h 1253.3 GF 1253.3 m •� ?SS S' `v FG GF .4 FG GF 0 M 0 -4 o G' 1255 z .3 0 " .1 s .0 � N - h' � ,2 •3 N w TS •4 z ae n o Li 'n w •� ® o 4.71 PER M I NOR z N 71 x EXCEPTION, '-' ' ' PE 1252.9 5g G C� 1 PA 00-0118 N z 3 •1 w 5 z FF 1253.8 a z o 0' F '�� 2 .3 �. ae © Q o z «w PE 1253.3 •2 M 3 1 a \-C P r2ss 'S 70, Z F 1255 5 BR 1 ,,5'1 FF 1254.2 2 �,� •0 c0 '� PE 1 o 0 ,�` •1 �, AR © E G•L ? �- � 255.0 2.71 FF 1254.7 r F PE 1253.7 G a � ti ti 5� � `� � •� 1 � PE 1254.2 �'2 0 o� k ,aP co G 5 z 5 yN N ry •`'� g 0 A 1 z M Ln 53.3 44 53.3 -o o rn55.E 8 9 2 F - ae FG o FG o 0 t4l � 04, 04 CV 0 o c!� 9 h �, "5 0 N c� � � '� - � � � [CONSTRUCT 1 HOUR � �� 20 o 20 40 60 ti CONSTRUCT 1 HOUR hh:�h rs FIRE WALL o s -vtZiNt 5�_ FIREWALL 60.04 60.04' N GRAPHIC SCALE 81 ,75 � 61 .30' 59.75 0 0 0- cL 00 99 1239.2 PE 1242.0 ® LIJ � Alert E 1240.6 PE 1241 .3 PE 1242.9 Underground Service 0 P PE 1239.9 © Abbed MO; Yilliam Frost & Associates PROFESSIONAL EMIWM, FLAMERS k Sl RWYORS z 27566 YU RK, SE. 0oMM CA. 92591 0 CALL TOLL FREE (9W) 676-8042 , FAX (9W) 676-7240 Q 0' 1-800-422-4133 i c� LDOO-058 GR 0 TWO WORKING DAYS BEFORE YOU DIG L D 9 9-2 3 5 GR4- DESIGNED 00SCALE I FESS1p BY DRAWN BY CHECKED BY Drawing No. �CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARKCITY OF T � JT JT MT RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS � 3/6/00 RBF 1Q REVISED PRODUCT TYPES ���% � V A A. jl` fy HORIZONTAL �, c� P a s epa Under The Supervision Of Q Contractor �y TRACT NO . 23143-3 ACCEPTED BY: DATE: � SEE SHEET NO. 1 AS SHOWN � No •43090 Date: 4 p� DEPUTY DIRECTOR OF PUBLIC WORKS A., 0 Inspector Ex3/31-0¢- ,� RONALD J. PARKS PHASE 4 r.,• �xtirx.• VERTICAL Jf CI �` ��� MI HAE A. MAN :• A'!.1!.1'A'~ PRECISE GRADING PLAN Date Completed 'le F0� R.C.E. No. 4 90 Ex i r es 3-31- R.C.E. No. 19744 Expires r es 9-30-01fr� se9:: N/A 4F C k p p LOTS 72-'83 SHEET 2 OF 2 1 1