Loading...
HomeMy WebLinkAboutLot 1-6 Precise Grading GRADING NOTESN4o 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING ■ CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. � r� 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGEOWN I SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM ,, PROJECT OF 2 FROM THE TOP OF CUT OR FILL SLOPES. . doing SITE 3. MAXIMUM CUT OR FILL SLOPES 2: 1 . recise �. F- 11� ~A ~ ,. 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL �0M`D FILL SLOPES OVER 5' HIGH. C)t5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT 8 ..... SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY C "Ity 1 "If 93143 7 P P 1 6 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLST CP OVER 1 ' DEEP. emecu orni 6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEIuECULA ,, ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH �J GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO - _._ _ v• TO SAN DIED ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, \ \ GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG V\ = r' •` �\ - T .T , M . .�. <11 VIC INITY MAP TOP OF CUT SLOPES. , � ,, - � � � � I - _ } NOT TO SCALE 8. FINAL COMPACTION REPORT WILL ►\, BE REQUIRED FOR ALL FILLS GREATER THAN _� � s� T � � � ONE FOOT. \�► - _ 12 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF �\� -''1�� - ,, - _ �--• THE PRELIMINARY SOILS INVESTIGATION BY: PE1BA DATED N \ - - 59 _ -� --� 8 8 , 13 \� � - 13 1 � / TWO SETS OF THE F I NAL COM PACT I ON REPORT SHALL BE SUBMITTED TO THE 4 7 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- 33 �\\ �\ '\�� '_- 48 ,� � 31 � MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 'A \ �� S7 47 ! ► - \ _ - ~- - - - CE I THE RECOMM�ENDAT I ONS OF THE PRELIMINARY SOILS REPORT. 45 A\ \� 37 130 - 15 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NG 48 \1 a DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 119 \� �\ 62 41 3a I 33 - \17 ' �d - 41 40 i 39 REQUESTING FINISH LOT MADE AND DRAINAGE INSPECTION. THIS I NSPEC- \� \� I �a "� i 55 49 19 38 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 120 63 35 20 \ / ._ , EACH LOT. r \� I\� �� . \ 43 1 42 a1 �, 3 54 50 34 23 22 1 r �°i �\ ` A� 7 3 / 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 121 \� 64� ILr 27 25 24 _ \� `\ 43 , ---'"r --- t / SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL `\� 1 - -�--- -�_ _ - 18 �,, 35 45 i r / i 72/ 122 \ ��� � _ ��\ \ � 44 � , , -.-. BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE \� r\ ` 51 / �- FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT \ 1� a5 _ -- -- "`- -- -- - 1� �1 -' �� ; 4 / 47 / 19 � ` 34 123 \\ \ / 1 I / �: HIGH CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. (r1 \ 85 83 I _- _w �,p as � --_-__�___�-- i ; i l� �l / -,%,\ PAD ELEV. -0. ' MIN. 12. NO FILL SHALL BE PLACED 124 \� I a� 71 \- - --'"- 1 - -----,�__ , , l ss ON EXISTING GROUND UNTIL THE GROUND HAS \ �" Bo 72 + 1 _� , / A BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS "\ 2 I 79 7a 74 73 - ++ \ 1 33 1 -- l �l / s7; \ 67 7T 75 20 MATERIAL. 125 \ `� + 21 __-----� 51 ; / 68 / \� 22 I 32 1 52 50 ,/ K �e F., 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 126 , \� 4 - _ `� 23 + ` - 1 ,� 49 !I J v� ; / I MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 113 \ \ �` \ 5 B - _ _ 24 \ ''' -~--�" / `~'- i / l� ,� I i/ I PREPARATION SHALL BE APPROVED BY A REGISTERED ENG I NEER PRIOR TO PLACEMENT OF 127 �\ 7 /-- -- 5 .� .• �'- 31 I / `•�/ i 10'gyp_ I to M. FILL MATERIAL. -. ,,� ,� -y- C 9 I . .� s• I + �� 1 53 \ , / 55 ��� I 1 112 \ \ r`, - 10 / 1 25 / �/ /" I I 29 . 1 � . I I - ` 1 1 12 13 14 1 V / 1 28 I + 1 �,/ 64 1 I (f1�R ��f \ \ - - / I .+ 30 4 5 S 5 B 5 14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF �\ 123 . �\� -`_ ��._ 6 15 '__ _-_ `� / I + 5 r. -.! s 3 �' I B C C 1 1 1 \� 0 \ �� 2 7 �� 1 55 I MIN � MIN MIN MIPERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL y \ \ 28 - 43--4 • 1 56SHOULD BE PROVIDED TO PREVENT PONDING WATER AND AMA y - --�_ 2s 23 DAMAGE TO \ _ - 1 / �„�� --�- - 62 � �� I 27 � --- is • % R� _��----`-�"! i / .� ���� , I PAD PAD 1 ADJACENT PROPERTIES. - -- -- i FF z FF Z 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED LEGEND w , X X K I 6 16 K 1 r I BY THE DIRECTOR OF PUBLIC WORKS. ��_� I -MIN.- 1 �* 16. ALL EXISTING DRA I NAGE COURSES ON THE PROJECT SITE MUST CONT I NUE TOP TC SCALE: 1 " = 150 ; MIN. I TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE FLOW LINEMEASURE SAND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO z I LOTS INCLUDED I N 1 PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. HIGH POINT t� 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) AND F I LALL CL SLOPES OVERY30'SOILS I N ENGINEER CALHEIGHT. I NEER I NG DEPARTMENT FOR CUT FINISHED GRACE FG INDEX MAP R W FINISFED SURFACE FS 18. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT CERTIFICATION OF BUILDING TYPICAL, SIDE YARD DRAINAGE � PAD ELEVATIONS. WI-ERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- GRADE BREAK GB �E- DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. GARAGE FLOOR GF 0000.0 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PAD ELEVATION PE 0000.0 45 55 50 50 ;-----? " " 5' MIN. R 5' MIN. " PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES r, r, �, , OVER 15' IN VERTICAL HEIGHT IN ADDITION TO GROUND COVER, H MUDSILL fi MIN. 6 MIN. 3' MIN. 1 ' 1 ' 3' MIN. fi MIN. E SHALL BE F I N N SI-ED FLOOR FF 0000.0 W IN GARAGE AREAS M1UD5ILL MIN. MIN. MUD'SILL x PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS ix TREES 20' ON CENTER; COMB I NAT I ONS, Plan 2 Plan 2 GARAGE FLOOR SILL IS 6" MIN FG FG SHALL BE PLANTED AT 10 ON CENTERS; , 15' ON CENTERS. SLOPES OVER 4' IN VERT I CAL HEIGHT SHALL HAVE PERMANENT WATER SERV ICE -- W Plan 1 Plan 1 _= T ABOVE GARAGE IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER 3-Car co io 3-Car T FLOOR SLAB ;. 10.R. SEWER SERV I CE -- �� Co co . STOOP cTYP., GARAGE DETAIL " 20, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT DRIVEWAY � _ LESS THAN 1/4" F - - MIN. � � 12 MIN. / PER OOT FOR A MINIMUM OF 3 FEET. ' 2% MIN. 2: 1 MAX. 6 TYP. 2% MIN. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. SLOPE r--------- --- ---- 21% MAX. MIN. 21% MAX. cl 22. ALL TY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR LOT NUMBER /12 12" MIN. ABOVE PAD ELEv. SECTION B- TO COMMENCEMENT OF ANY CONSTRUCT I ON/GRADING. 49' 419 S0' ------ -----, B UNIT TYPE/ELEVATION -�- 2A 50 50 ROUND OFF TOP o 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE �� �, F, ; N THE APPL I CANT AND HIS ENG I NEER FROM THE RESPONSIBILITY FOR THE COR- INVERT ELEVATION IE P/L RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 5 REQUEST, THE APPROPR I ATE PLAN REV I S I ONS SHALL BE PROMPTLY SUBMITTED Plan 3 Plan 3 _ Plan 4 w Plan 4 PIan 5 Plan 5 P/L TO THE CITY ENG I DEER FOR REVIEW AND APPROVAL. BACKWATER VALVES � 3-Car r� 3 Car - 5 MIN N. N ao 3--Car 24. TI-E ISSUANCE OF THIS PERMIT BY TI-E CITY OF TEMIECIEA DOES NOT I MEI..Y OR EN�IANCED BLDG. ELEVATIONS --�-T --�-rte n --r, r: --i�� PAD ELEV 3' MIN. 1 O O v PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING RIGHT SIDE OF LOT ESR tO `n --J'h------, `n ��-1`� 'r _r: PER PLAN MUDS I LL MIN. 6" MIN. o THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. LEFT SIDE OF LOT ESL ----_a � r _o THE CONTRACTOR/OWNER/DEVELOPER IS RESPONS I BLE FOR OBTAINING THE APPROPR I ATE REAR EB ----- - �```�, ��`�., +; i i . ti `�'' SECTION A�- A .. -:, CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. ' ----�'� �'' FOR REAR YARD SLOPES GREATER EXTRA DEPTH �; INDICATES EXTRA PAD ELEV THAN 5' IN VERTICAL FEIGHT FOOTING o DEPTH FOOT I NG x� TYPICAL FOOTPRINT PER PLAN FG PAD ELEV !< 2: 1 MAX. i N.T.S. WHERE NECESSARY 12" MIN. I = UNDERGROUND SERVICE BENCHMARK P AP W 2% MIN. � PL.AMMIMO ■ DESIGN ■ CDM■TRUCTIQti 21% MAX. � ALERT COUNTY OF RIVERSIDE B.M. No. T-1-81 EL=1026.428 ASIS F ERRING OTE SECTION C W ANALYTICAL PHOTOGRAMMETR I C SURVEYS INC. KB HOME - � 2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 fi47 MAIN STREET, SUITE 1A ' 12235 EL CAMINO REAL THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP N0. C�AL.L TDLL FREE 2-ra��RDADaxrE Sao RIVERSIDE CA 92501 SUITE 100 � 1-800-422-4133 �cu�,CALF-OR"> 4M IN TEMECULA 53.3 SOUTH OF CENTERLINE HWY. 79, 3.2 EAST OF GT POLE 9VE 6DE, CA3 23432 FILED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL z C©fV S U LT11V Q sroee">�.8W . FAx 909.6767240 • www.RBF.cam (GT 2453) 300' EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND ( SAN DIEGO,EGO, CA. 92130--2647 MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. k S. SET FIBERGLASS DATE FLOM SEPTEMBER 30, 1999 (858) 259-6000 COUNTY, CALIFORNIA, BEING NORTH 16'56'06" WEST. r TWO WORKING DAYS BEFORE YOU DIG WITNESS POST 1 ' SOUTH OF MONUMENT. ATTN: BOB FALLON L 003-ZZ6 G R CONSTRUCTION RECORD DATE BY REVISIONS ACC'D DESIGNED BY DRAWN BY a DATE BENCHMARK �� �apIES SI p� CHECKED BY Drawing No. o RECOMMENDED BY: DATE: r� oz CITY OF T DEPARTMENT OF PURL I C WORKS U A. J I MENEZ A. J I MENEZ J. TANNER r Contractor HORIZONTAL ,�� Plans Prepared Under The Supervision �' � = pOf � �. ACCEPTED BY: DATE: �° Z eo�3zZ0CROWNE H I LL a Inspector 1 - 20t .. /� 'b - Date: Z4 e LO P SEE ABOVE 3 o ALD J�PARK OF PUBLIC WORKS TRACT 23143-7 VERTICAL Jf j �t ��� JOHN D. TANNE III p a Date Completed 'l Lots 1 6 N/A F OF C A`��� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05lrJQ-= o / PRECISE GRAD I NG PLANS PHASE 10 SHEET OF :M TRACY 26941 0' • _ • . • • � 4.02 '- \ - 2. 1 SL's 76.66 1238.2 123,5.2 FG FG I , 1237.9 I 2S� ) 129-2,233 �-Hp I 79.95 ,p I 1z 1,0x MIN. .2 F1 � _ 245. ` o G I 1 "If I 1233.5 1188 1242.6- ' •t9 TS r 123 .4 .44 C-4 i rL N PE 1250.7 1237.7 6N o I •l 1 I o; � y � 5 - �S - 1- FL 5 1238.2 * ? I 1 FG 232.0 I / FG 238. F1233.0 2 G = I u /� TS 1321. 3. 12411234.9 t7 �" 1 rr f ` w 4 1S \ 1'07� MIN .0 MIN. c�a - 41 12 FF=1238.9 I o z _ `;' ,� rL 8.29 ' PE=1238.2 17 72' �i1 - "cr. 0�, MIN• \ 1243.9 1240.6 ~- z EB •. �o \ ,k 1• Cr � � 1241.6 cv � �r235.2 6 I �2/-,p 2 n4 N 1 FG , 1241.6 5 o� S' 12,34 5 1235 12 1244.6 FG R z r r I G 2 I x232•' I \ � G 4 .-' 1234 5 All CV/5 FF=1242 �� I 6 12 ry � `' 12,3 17 PE=1250.0 21- 1244 �=1241.6 ►��Ith r'o o CF) / _k FG 33 5 / �' .� FG a d v`V o o � I o 3 1232. I I CA .i r r 8 7-Olt 6 1237.8 1237• ^ 12 1233 5 9.4 - .� 'n -D ? 41.4 a FG FG FF=1235 4R' FG 0� 2 v_ 1G �=1238.2 I �` •9 ! F =232. h - 1 � FGF= o 1 1236.7 1235.2 "` F�)2 S• '�G 0 _- �S -12 g ; 1 ?;6 N© �-G8 EB f'£_ 34 2 123= I �' I 1 P�-124'°=. z 6' 4 �, '�r��, 1237.0 �� M 1233 •3 1240.4 _ � >K � o £e •S 2 ,2 ' I cc1k I av 64 10 8 4 1233 1 F 2'2.0 1 - $ '(S ; FG .3 0 1241.2 ry I o l \ g 1234 9 0,,,o,� •:: .: S_D ~v I o o _ FG FG 4 t., V4112 . 1240.4 I 12. 5' GFx 123 1232 3 F-7232 l - o �° 1233.9 N 1234.9 An .4 `b rn v 6 12 N •- B cm, 44 7 .. -� 12 J N U-3 :� 1233,g / S 1244 1243.2 cn N t � �� `7 � - / PE=1249.7 FG = 244.6 -C� `` 'N N 2:6�` 12,33•© o ev / - 1 N $ N r FG ;,� o •- 12,32 �o IN $ 06 .. o FG 0 � 1243.3 � - I 1'J ..__.... "'R � ,a� � ,� 2. •2 123 C�-� .�4 37.25 ELEC.L I NE 34. - $ w `� 2 FG 1. 1230 / - �, �y• _ =� rn• FG ._..• TYP� FG -- - '"� N ►i N 'f lig•8 �, N .►= 40.38 - ~`` ,' 8 `� ��G YO 2`32.0 �, B 013 C) N ON Frye _ - �► O M t� taai - t^� N �N^ Mj oma, � _a0I k Tey •�'� �" d N t0 .... .. . .` 0 IftI ��, 1239 9 -� _ 1 -� ® Ot RER`` - _ s � asLZ � � r r Rte+- ~�� /5 '� $ 22" CIA C*4 . _ .---- - -_ x.78 0 00 00, � .� 04 TRACT 23143 --1, bV 6 a 04 O O �OA / / -�_ 20 0 20 4o so UNDERGROUND SERVICE © PLANNING ■ DESIGN ■ CONSTRUCTION / / / �'� ~ ALERT .r GRAPHIC SCALE w i CALL TOLL FREE ■ ■ ■ VW YNR ROAD•sunt=400 z 1-800-422-4133 CONSULTING CSA 92MF-4679 a C0NSULT1NG 909.67SA042 • FAx 9M.676.7240 www.RBF.ccm o� c� TWO WORKING DAYS BEFORE YOU DIG LD03-226GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY SCALE �vpILSS1p�' RECOMMENDED BY: DATE: f� OZ � DEPARTMENT OF PUBLIC WORK Drawing No. o !�, 0• TAH A. J I MENEZ A. J I MENEZ J. TANNER CITY OF TS g Contractor HORIZONTAL �W ''r f Plans Prepared Under The Supervision Of _ - O 1405 �„ ACCEPTED BY: DATE• / -CCRCWNE HILL 0 1 = 20 ..� No,e0132 Inspector SEE SHEET No. 1 �` Exp � Date: `1 Z� d 3 DEPUTY RONALD J�EPAR of PUBLIC WORKS TRACT 23143-7 U' VERTICAL sr �1 t� �� JOHN D. TANNER, III S � - r Date Comp I e t e d �lF �0�� 60132 6-30-04 _ ,- LOIS 1 s a N/A OF CA�1 R.C.E. No. Expires R.C.E. No. 19744 Expires 9--30 05 rf��� a PRECISE GRADING PLANS PHASE X SHEET 2 OF 2