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HomeMy WebLinkAboutLot 124-127 Precise Grading 1� GRADING NOTESTract No 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING ■ CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1X DRAINAGEC OWN I SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM VIA RANI � OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES 2: 1 . recise Z 4p�.' PLACE Gr A9 3143 9 d *ing Pa F n odels 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 A COMPETENT LEGEND L tS ..... 1 7 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 0000.00 • 1 "If • PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TOP OF CURB TC Pip PICAy OVER 1 DEEP. In St te of C orni FLOW LINE � 7 � 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA � ENG I NEER I NG DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP " >0007.. _�� 1 s 19 22 25 28 ,M 7! GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO .,::. ,,.: .� �� .- ,� 13 �� � �'„" ,;! To SMI DIE1� ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, F I N I SHED GRADE FG ,,, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. "'ROYAL CRE SC - 1 7 18 r �.�x FINISHED SURFACE FS 2 3 24 29 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG ' TOP OF CUT SLOPES. GRADE BREAK GB - 1 T I 133I;"I _ l S. F I NAL COMPACTION REPORT WILL BE REQU I RED FOR ALL F I LLS GREATER THAN ;; \ 11 -- r - - - -- TT / PROJECT S TTE ONE FOOT. GARAGE FLOOR GF 0000.0 ACT 23143- 10 1Q 9 g 7 h 5 4 3 2 1 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF PAD ELEVATION PE 0000.0 \`, THE PRELIMINARY SOILS INVESTIGATION BY: �$A DATED JUNE 4. 2001 . 74 \ FINISHED FLOOR FF 0000.0 \ g TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE r _ ENG I NEER I NG DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- '\ 73 ( �� , \--- - r. J 1 -- \ ;;' VIC INITY MAP MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- WATER SERVICE --@ 1. SLI • 1- t� _ ANCE WITH THE RECOMMENDAT I ONS OF THE PREL I M I NARY SOILS REPORT. 72 r �' / - _ \ NOT TO SCALE SEWER SERVICE S 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I NEER I NIG �- - DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE DRIVEWAY 71 �9 t t d REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 77 ----\ 104 ' TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR ` '� _ \ 117 ' 120 _ \ 60 -� EACH LOT. SLOPE _ 1U5 97 �J ''' 116 61 5 121 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERT I CAL HEIGHT AND FILL LOT NUMBER /12 79 + log ; SLOPES EQUAL TO OR GREATER THAN 5 IN VERT I CAL HEIGHT SHALL ge ga 100 101 102 103 115 122 62 BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE UNIT TYPE/ELEVATION 2A eD + 107 FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 67 114 123 HIGH Po I NT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. INVERT ELEVATION IE 151 95 ` 6 3 d`- 5 PAD ELEV. MIN. =��f \ ' 113 � � ,, ;,; A 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS �; - BACKWATER VALVES Al 124 BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS �- 82 109 _ ;./ 64 56 MATERIAL. 6` 93 r 112 1 z z ENHANCED BLDG. ELEVATIONS 219 -- K 13.3 IF STEEP SLOP I NIG TERRAIN OCCURS lJF'ON WHICH FILL IS TO BE PLACED, THE TERRAIN � 92 110 � 55 MUST BE CLEARED KEYED AND BENCHED INTO FIRM A RIGHT SIDE ESR 61 60 1t . 65 I I NATURAL SOIL FOR FULL SUPPORT. LEFT SIDE ESL � , 62 X, �� t28 , PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF . FILL MATERIAL. REAR EB ` 57 \ - \\���_ =�� ),,,1�7 „ „ 66 54 46 � : _ -�-�� ( 5 B 5 5 B C s C 14. DUR I NIG ROUGH GRAD I NIG OPERAT I ONS AND PRIOR TO CONSTRUCTION OF INDICATES EXTRA y e -- 5 M I N 08 MIN MIN OE 1rf I PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL P !� a67 DE TH FOOTING NIG � 22 21 --_.- ::_; � I I o SHOULD BE PROV I DED TO PREVENT PONDING WATER AND DAMAGE TO �� \ v - - 24 \, , ADJACENT PROPERTIES. \ 25 1 �\� 52 ,, I PAD PAD 44 54 \� t9 - z FF z i FF z c`an _ w 15. DUST SHALL BE BY WATERING OR OTHER METHODS AS APPROVED `` % , 2 / -\\_ 5 I I ¢ 16 BY THE DIRECTOR OF PUBLIC WORKS. 24 M 47 52 3 �\ I MIN. MIN. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE -� 17 „, I TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 42 1y 51 25 23 4QD MEASURES AND TEMPORARY DRA I NAGE PROV I S I ONS MUST BE USED TO J 16 + I o o z o I C PROTECT ADJOINING PROPERTIES DURING GRADING OPERAT I ONS. 41 4s 49 r 22 TRACT 23143-6 N o So s 17. STABILITY CALCULAT I ONIS WITH A FACTOR OF AT LEASE ONE AND F I VE-TENTHS (1 .5) 40 30 26 15 123 SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT 21 6 1+ �� , .�. ! 14 �{ till I R W AND FILL SLOPES OVER 30 IN VERTICAL HEIGHT. 39 - 31 2 20 7 u 18. A REG �, - t3 "A TYPICALSIDEd ISTEREO CIVIL ENGINEER SHALL SUBMIT CERTIFICATION aF BUILDING � 32 28 , YARD DRAINAGE PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- 38 19 ' e ',1,'� ' - DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE ¢ TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 37 36 35 34 12 �','° TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL ' 29 - I _�� CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. o DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 18 t t W \ "� - m • 4 Y _ 30 i _ 32 '' 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE 0 50 _ - .. 28 c0 - 3A43 �_ PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES A C� 44 17 to 33 29 OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE TRA 46 45 34 30 27 R w PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 48 4 7 41 31 16 5' MIN. 5' MIN. - X SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS -� �„ 35 �: � 31 6 MIN. fi MIN. R' Plan 1 Plan 1 ��, ` 32 / 25 26 3' MIN. 1 ' 1 ' 3' MIN. 15' ON CENTERS. SLOPES OVER 4" IN VERT I CAL HEIGHT SHALL HAVE PERMANENT _ � _ 4 p 15 36 ��' ,n coNcr'tETE N 3-Car - �� \ 4\ ' MUDS I LL MIN. MIN. MUDS I LL IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER ao zZ �1 +i 4 1 O.R. STOOP (TYP.) co d:4 - s. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT SCALE: 1 " = 150 . LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. •, 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. m » 12" MIN.INCLUDED 12 MIN. 12 MIN. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR » 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 5 37' 40' " 12 MIN. ABOVE PAD ELEV. 21� MAX. MIN. 21X MAX. o APPROVAL INDEX MAP In 23. THE APPLICANT AND PLANS ENG I NEER FROM THEM RESPONSIBILITY�SFOR THE COR- ROUND OFF TOP S�,i C TION B-"` B 6i RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON P/L N REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED Plan 2 Plan 2 Plan 3 Plan 4 CONSTRUCTION NOTES & UANTITY ESTIMATE 5' N-1 1 rn TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. �n �n 3-Car In 00 OD NO. ITEM TO BE CONSTRUCTED OR INSTALLED QUANTITY UNIT P/L 5 MIN. 3 Q1 CONSTRUCT 3" A.C. PAVEMENIT A.C. SS TONS 3,080 S.F. , 3 MIN. 1 � Q2 CONSTRUCT CONCRETE WHEEL STOP 4 EA MUDSILL MIN. 5" MIN. 0 SECTION A- A Q CONSTRUCT 6" A.B. (CLASS II) 57 C.Y. FOR REAR YARD SLOPES GREATER 0 TYPICAL FOOTPRINT 4 CONSTRUCT 3" coNc. OVER NATIVE 734 S.F. THAN 5' IN VERTICAL HEIGHT ' Uil N.T.S. a o 12 MIN. 2: 1 MAX. W MWE RG ROUND SERVICE MARK T GRAL-MVE P IDASIO A c Ln r•LANNINO ■ DE!lIOM ■ CONlTRLICTI�N O BEARING NOTE 2% MIN. 6" MIN. U ALERT COUNTY OF RIVERSIDE B.M. NO. T-1-81 EL=1026.428 Uj 2 1/2" BRASS DISC IN CONC. CYLINDER, ANALYTICAL PHIOTOGRAMMETRIC SIRVEYS INC. KB HOME X 2.4 MILES SOUTHEAST ON HWY. 79 fi47 MAIN STREET SUITE 1A 12235 EL GAMING REAL THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 21% MAX. FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. SE C TIO N CALL T*_L FREE 27M YNEZ now,surnE 400 ■ ■ ■ I N TEMECULA 53.3 SOUTH OF CENTERLINE HWY. 79 3.2 EAST OF GT POLE RIVERSIDE,86 CA 92501 SUITE 100 23432 F I LED I N BOOK 159 PAGES 38 THROUGH 61 OF PARCEL C- C o 1-800-422-4133 ��o'v-FOR'"A �� (909) 686-5103 SAN DIEGO, Q CONSULTING 90.67a_s042 • FAx 9M.6�6.�240 www.RBF.cam (GT 2453) 300 EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND CA. 92130-2647 MAPS I N THE OFFICE OF THE COUNTY RECORDER OF R I VERS I DE P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. & S. SET FIBERGLASS DATE FLOWN: SEPTEMBER 30, 1999 (858) 259-6000 COUNTY, CALIFORNIA, BEING NORTH 16°56'06" WEST. TWO WORKING DAY'S BEFORE YOU DIG WITNESS POST 1 ' SOUTH OF MONUMENT. ATTN: BOB FALLON LD02-152GR z CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE QRo��S S Ip4 DESIGNED BY DRAWN BY CHECKED BY Drawing No. o 0 TAN A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE: CITY OF TDEPARTMENT OF PUBLIC WORKS N Contractor HORIZONTAL ��� �'p� �y� Plans Prepared Under The Supervision Of y ACCEPTED BY: � DATE: << L� ��' o " = 20' No.601 32 CROWNE H I LL o Inspector °G Exp. �/30�� Date: O L� DEPUTY DIRECTOR OF PUBLIC WORKS _-- '} 61JOHN D. TANNER, III RONALD J. PARKS -_--_ TRACT 23143-9 VERTICAL Jf C J y j ��� A ...,.� LOTS 124 -- 127 Date Completed �lF OF C A`1F�� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 a �r iee PRECISE GRADING PLANS MODELS SHEET 1 OF 2 i N/A ' ► 10 I I I 1 I ► ►I 117 1 ► 111 112 113 114 I 1 , � I I I I 115 ► 116 I I � � I I I I I CP ` amp aim amP own 0 41M 41=1 41M 4=0 4=1 41W 41M 41M MED am 4=0 41M Himmmm 4=11 4=11 am' am' amm"aaamm" am' am' 71 '7' Ida'01010110 i 8'WATER 6"F.H. �x DR N ON COURT 16 3.96X 17 -3 ox 4°w, 2.84% _. _ -- -- - _. -- - - - ��.._. - ._18 19 19+ .97 - - - - - J � 8"SEWER + w.. ., - .. C,r rry n M n - c6 n N ST.LIGHT � � u .� P (TYP.) % r ; n39 ca 4=10 REED MOM 11M 4MM 40m low L ma. m. 26.57 N 2 •6 32.81 N S n 22.21 ' `"J SF;5711 55.01 it N S 55.01 55.01 8 '* w r CNi �. O ref r cV G:Y .- k. N NN M f \ 91, o � ` � N QD + 1303.8 :v 1307.6 l . N �� w 1301.80 v�i C4 4 1303.4 1 � .,, FS GF=1 9 FLS 304.8 I GF=1308.7 z. ..,,., g 1308.7 1 � � 1.Ox � � ....•,•, 1304.4 le 1304. u� � 1307.7 F1- 8 J ' FL 1308.7 Q 2 cn 3 J o o v = GF=1306.9 8 F o I I O 124 - - o v 126 ^z 1 z .� � p� o� 0JAR. � � ,� 2E z o � .� = 123 e�rr�� I 27 ,� v F-• L o - 1 22 o N - FF-1309.2 PE 1310.3 FF=1305.3 0 ,� .., FF=1307.4 PE=1308.7 6' 1 2 1 XJ 119 1 0'� 1. PE-1304.8 PE=1306.9 Go EB I I I 120 I ,I N � o -� EB 7 _ �. I o 5 EB w 1306.7 1 Q 05. F6 308.7 JUT 1302. P' �' Fs I r` FS- 1306.9 1306.9 ' i 1308.1. FL � 1308.1 � 0 9.4 4 6, FL 04 a'� a 1304.8 1304.8FG 8 I 20 2O � 4 .8 9 6 4' �R1 N �N �v 1 .1 z 1306.5 1.Ox MIN.30 _ 1 30 0.5� �- 0.5x % 1304.0 z - 1304.4 0 I --� .4 ..... ... � � � 1308.4 0 1302.31 FS L-C4 1.Ox MIN, 60' E2 � 1 .46 2.8 ' '� 1.0% M N. 1302. 1302.75 F5 G8 1304.5 CD - +r - ! FSB 302.86 FS GB .r, o 9d�# m 00 I I I I qt °'+ f SALES TRAILER I FF= FF-1303.00 I I I o 8 s. 2 I 0 0 N - , m o 0�- N I_ \1302.Vao FL-W 1302.80 " o 6b`%g` -�F �_ cn 12.74' �„_ �- -� - �- - m i 44.92' 4 55.09 +� 2: 1 SL _" _.� 0 { : 1 SLOPE w - SLOPE i3T5� qt � 55.09 19 C41. � � C4 55.0g' o CD 55 1310 rn .am �,+ low ,�- /w _.. _.._ 2: 1 qt LO ----- .,�., _... .-..w. ..- _ """-"""`""_-„ """""" r( _ 1305 am ism .».�.....rw-... .,....-.- ..,�............ ^--. ., Mat, .09 X quansommanno am ommumaammamm MW MW low 4mm am am 53 OWNE -.Y ..,... HILL .._ ' DRi r .. ....w ....... �. _ ,. r ,.. -.....- ."".. .-.,,w, ...... �� - low �m 55 CN ---- TRACT .....,.. ..... N -. w-... 56 ............... ............. 23143. 7 am amt COW 40008MMOManam 411M 40M -- --- - . . .. VAR I ES Q �~ w (3 0 ~� SwaLE � � � � Z r- v CM C5 � I 0 VAR. 27' - -'- -- _ CONSTRUCTION NOTES ; Li .. , �. �. .� 1 MAX, 1 3" A.C. PAVEMENT �: 1 2a - --- 11% MAX i IINDERGROUND SERVICE Q2 CONCRETE WHEEL STOPUj ALERT 'LANNINO ■ DESIGN ■ CONSTRUCTION U 4 Li 6" A.B. (CLASS II) 3 i �- TOLL 1- 27555 YNEZ ROAD,sty 400 20 0 20 40 60 3" CONC. OVER NATIVE z 1-800-422-4133 TEWCU ,CALF-ON"9256 4679 SECTION A-A CONSULTING 90P.s7s�9o42 ■ FAX 9W 67&7M s wwwABF.corn 6�iii Qf a Two WORK I NG DAYS BEFORE YOU DIG GRAPHIC SCALE NOT TO SCALE o LD02-152GR Z CONSTRUCT ION RECORD DATE BY REVISIONS DATE ACC'D p V E S S r DESIGNED BY DRAWN BY CHECKED BY SCALE QR C"'�� RECOMMENDED BY: DATE: CITY OF TDEPARTMENT or~ PUBLIC WORKS Drawing No. T ANN��P �y A. J I MENEZ A. J I MENEZ J. TANNER i Contractor HORIZONTAL P 1 ar ed Under The Supervision Of 1" = 20' w ' No.60132 ACCEPTED BY: IZL DATE: CROWNE HILL o Inspector Exp• pg/W/0,4 Date: / / O DEPUTY DIRECTOR OF PUBLIC WORKS ~ TRACT 23143-9 2 RONALD J. PARKS Y-� - ' MIND .JOHN D. TANNER, III o a Date Completed VERTICAL Jr' CIVk � d - p rF o� so132 6-30-04 _ ~ LOTS 124 127 N/A 4F C k�\� R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30--05 PRECISE GRADING PLANS MODELS SHEET 2 OF 2 i