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HomeMy WebLinkAboutLot 68-79,143-148 - PreciseGrading LEGEND VICINITY MAP 1"I" NOT TO SCALE TOP OF CURB 0000.00 13 PAD LEY. -0.3' IN. OMA DEL T.C. PALOL R*� �1 f '� ROAO FLOW LINE F.L. B „sli RD* HIGH POINT H.P. IS' TYP. 13' TYP. T N x\511► N F i N I SHED GRADE F.G. ( X PT IEXcEP1 1 A s, A E cE C I C D D FINISHED SURFACE F.s. MIN NOTED)o) All MIN NOTED) VIA RAMI � c GARAGE FLOOR GF 0000.0PRECI E GRADING PLAN PAUB11 W PAD ELEVATION PE 0000.0 N z '�z .1 i 4 g \ ,` MtCI z TIRAC 0 ' z ROAD t FINISHED FLOOR FF 0000.0 N WATER SERVICE W z SEWER SERVICE S •. � (ffiti! A I R RELEASE VALVE -a� �' ?ice y7� FIRE HYDRANT XY F� DRIVEWAY TYPICAL' SIDE YARD RAINACIE HAY. 79 STREET LIGHT 0­4� TO SAN DIE60 SLOPE 111 12" MIN. P/L 8' MIN. BLDG. PAD 12" MIN. ABOVE PAD ELEV. ABOVE PAD 5 ' MIN. 3 ' MIN. ELEV. PROJECT SITE EXTRA DEPTH FOOTING INDICATES AMOUNT OF COMPACTED ROUND OFF TOP EXTRA DEPTH FOOTING G BERM 6" MIN. P/L 5' ACCESS RAMP 12" IN. TRACT NO. 24133 -3 LOT NUMBER2: 1 MAX. 2% MIN, TRACT NO. 24133-2 t 2% MIN. SECTION A - A 21% MAX. SECTION B - B INDICATES MODELFOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREATERGRADING N 1 UNIT TYPE 4B THAN 5 ' IN VERTICAL HEIGHT THAN 5' IN VERTICAL HEIGHT V\A NANZO f '?� 131 132 I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, ' r�o err rra 133 AS AMENDED BY ORDINANCE 45T. i ND 1 CATEs ELEVATION 163tr2''3 r rt rrs 1? If rre �oJt. eg i� /3� 2. M I N I MUM BUILDING PAD AND DRA 1 NAGE SWALE SLOPE SHALL BE = 1%. o� 9� ftI THIS LOT REQUIRES A 'BACKWATER VALVE an ELLE �� es ?� 3. MAXIMUM CUT OR FILL SLOPES - 2: 1 . ' 5' MIN. P/L 5' MIN. 6 MIN 5' MIN. P/L ?3 lar� 1 a9 _w 96 8q 138 4 PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL PER SECT. 409 OF U.P.C. PER APPROVED - � 6" MIN. torr �3 • WATER AND SEWER PLANS. (SEE INDEX MAP) 3 ' MIN. I ' 1 ' 3 ' MIN. 3' MIN. 1 ' a 25 34 t 139 FILL SLOPES OVER 5' HIGH. MUDSILL MIN. MIN. MJDSILL MUOSILI MIN. 6" MIN. ?1 Std 81 W 140 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT CATCH BASIN m I SHEET SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY ►: - •• =. �9 �f fir` so 14Z NO. 2 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS r �S 1 OVER I ' DEEP. 31 12" MIN. 12 ' IN. 12" MIN. Jit► 1 �« S. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA 2: 1 MAX. % P �` tSp t9 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 2% MIN. 2. 1 MAX. t/ C' 39 f GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO 6" TYP. 2% IN. 2% MIN. g ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 21% MAX. 21Z MAX. 21 % MAX. .� 154 X47 GRADE. ELEVATION AND LOCATION OF CUT / FILL SLOPES. SECTION C - C SECTION D - D ' �3 9TE• 41 O� sa T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG 'A ?>> TOP OF CUT SLOPES. TRACT N0. 24133 'A,u fst 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN B ' q� 8Y reb r� ONE FOOT. �4? 6 Srse r03 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF ' 3 2 r� r THE PRELIMINARY SOILS INVESTIGATION BY: ' CONVERSE CONSULTANTS 1_1 T-89 rse TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- • 30.00 tYr ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 30.00 30.00 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE - • REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- [PE 0000.01 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR FF 0000.0 - -- --r EACH LOT. e /8-02\ JPE o -XX- FF 0000:0]11 . CUT SLOPES EQUAL TO OR GREATER THAN 5'' I N VERTICAL HE i GHT AND FILL O PE 0000.0 1- $03 0 SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE W 1FF 0000.01 x to PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM 0 0 Q C3 EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO F` °° .0 o F6 INDEX MAP THE APPROVAL FINAL INSPECTION. °O°0, FG W0000. ® 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. • of 00.0 00.0 �pO00'0 SCALE : 1 " = 200' 13. F I N I SH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT Fs: Fc 0Fs LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. ' 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- Z TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL Q BENCH MARK DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ,J TYPICAL OVERALL FOOTPRINT DIMENSIONS CONSTRUCTION NOTES s QUANTITY ESTIMATE COUNTY Of RIVERSIDE B.Y. M. T-29-x1 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER Z 1 1/2' BRASS DISC IN CONC. CYLINDER LOCATED nM THE INTERSECTION OF FST. NO. ITEM QUANTITY UNIT 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- I " = 30 ' RONT A/O RASO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- - I LOT GRADING ( 18 LOTS X 15 C.Y./LOT) 270 C.Y. - TO Tim INTERSECTION OF RANCHO CALIFORNIA ROAD AND MARGARITA ROAD.IN THE N.Y. TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE Q Underground SerV L ce A l ert ARWND OF THE INTERSECTION I ' E. OF A T' CHAINLINK FENCE. 21 ' >< 16'SO. CALIF. GAS VALVES, 10' N. OF P.P. INO.iI 91' N. OF THE CENTERLINE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER (0D ROUPD Robert Bt21,7i,, W1 l l tia m Prost & Ass tia tQ3 of RANCHO CAL I FORN I A ROAD. F I BERGLASS WITNESS POST SET I ' V. OF MOM11rENT. U.P. C. CHAPTER I O.R. W ADJ. DATE: 9-13-82 ELEV. 1128.410 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR PROFESSIONAL ENGINEERS, PLANNERS 6 SURVEYORS CALL TOLL FREE TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. U 28765 SINGLE OAK DR I VE,SU I TE 250,TEbECULA, CALIFORNIA 92590 17. APPROVAL OF THESE PLANS BY THE C i TY OR ITS AGENTS DOES NOT RELIEVE W 1 -800-422-4133 (909) 675-8012 OWNER/DEVELOPER THE APPLICANT AND H I S ENGINEER FROM THE RESPONSIBILITY FOR THE COR- MESA HOMES RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 27S55 YNEZ ROAD SUITE 100 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. - TEMECULA, CALIFORNIA 92591 TWO WORKING DAYS BEFORE YOU DIG (90?) G7G-7290 �/ CONSTRUCTION RECORD DATE BY REVISIONS ACC'D SCALE 1. / Designed B Drown B Checked B"CQ GL AC/GL RECOMMENDED BY: DATE: � r4 9 C I T I OF TEMECULA DEPARTMENT OF PUBLIC WORKS Drawing No. N Contractor Horizontal Plons Prepared Under The Supervision Of AS SHOWN 0 M. ACCEPTED BY t DATE: 3 r�+lt'1 TRACT N 0 . 24133- 1 z Inspector Id393 J Date Z-It -q¢ FR INC IPALF ENGINEER, FO CITY ENGINEER Vertical MCIVIN �r RAYMOND G 47 A. ASC`( U PRECISE GRADING PLANS Date Cesripl•tee AS SHOWN Cr C�\E R.C.E. Me. 48393 Expires 6-30-96 R.C.E. w•. 4eOO Expires S-31-� LOTS 68-79 8 143-148101-21 < • Shee t � o 2 J . N. 400493 CV LOT 82 OPEN SPACE ' $OUNDARY -- 51 .08 t�y oc 51 .08 . o TRACT NO. 24133-F 5�pg Et'! o ♦� p 4.Z oo V• o RPG � o� N o �% Vim-U'• O ' llci'+�N 65 1 HP- I I I(,3.7 5\ .013 c 65. 1 f G 64.5 64 5 ��� 64. 63. 2 / 0$ N �- 63.2 1 5\Ile0 5 5 1'/• PE 1165' PE 1164. /-6-0-2-\\ 64.0 FG SCALE: 1 " = 20 ' FG . 'po ��•, N' ff FF 1165. = X PE 1163.2 LOT 150 601 ,,z 603 PE 1164.0 FF 1163. 9 10 / ' r /�`� 14 X it X FF 1 164.7 603 PE= 1 159. 7 I 8 602 8= X ti .p \�v�'r � � 65 G X � 64.5 •" � p E f E 1165-a ; 65. 1 �� 14 X 1 I Q 9 t: 1 6 .2 /4 ? / P ® © 64.0 F \\bb 2 * • f f • 145 � ' Q F G 14 G2.I / E, 6't • _ s GF Ile .T GF 1 164.2 64 5 6 .6 63. 9 F .� 6 GF 1 163.4 bpi 14 ,� f 1165• F FG 63. 1 LOT 149 + b • 65.8 66.0 6 6 5.0 : `3.5 N l.F�3.i \ FG � PE= I 159. 9 \\b�pu'L f�► Gf 11 F� Gz.3 / G - - 65.8 V��- F ' , /20 39•20 9. 20 , 89. � 5e (.'z. 1.7 4Q.QQ p F.S. `,• F/ / / `' • 5. cr C: �. 9•'i0h �y `mom•(i `dam a V ell 4),� �i° -e ' ' LOT 158 - B NA V E NT E ti LOT 159 (0 `' / " ` ''' �� '`' �•% LOT 160 .p tJ F.S. S FS �� .` G \\T �+' /�� NALL DTE kloot ��• ' iMENSiONs A �� c, .5. 0 5T.os x N AND ELEVATIONS y 6► .o X3.2 ae o ,, ARE IN FEET. o OWL., .5 ^' 61.7 � 6. /0 � FG 63.7 FG • •39 s \ �• / �O. e �? ,° ti h Nc0 t T 62.5 '( •C' / \0� p r a 1 F1 163. � \ , GF 1 162.g FG �- )_ •( \65.3 64 T7 76- 62.6 `"o. A9 Oo f g.9 GF \ f G . 2 ACc. `\ G •\ I '�' 1 FL.f ti �_ F/ • FF 1 163.3 G1•s ' F� /s/•8 c�a p s w p f G \ -19 .: T X PE 1162.6 Frr. / �J e•G ' o • 6`S �t '2� ` - 6 8 60 I X FG \`. `� cF •S O• /OS s AS ,\ G �` A , t Vy=• \ 8 \;6 \ FF 1164. 602 X y 6 .a s .S / \��• �_ - - - -- - orO T � F r 9 62.6 f`',bg F f \66 .\ f PE 65 9 PE I 164. 2 �F e03 �9 �` as �� FS \ .\ G e� A A'�,' G1 -Ao Ar \\ G F G 81< A /e O B G 3 / a7 FS a� P t A _ P� 65•\ 6'- 62. 6 f //Q/�•4 Z O.6 't<9• . cl) e d �\� G• `yam v 1 F G F G ° '; fit, 3 . FG F,c• f `f9./ '`�'• � c f 6•\ G to 6V j`O 4. 2 1w64. 2 0 �� . /°f /B/ 3 /�'//59 S C 38'2 38. 50 5 p 1 6 6 E \ t r,. « 3.9 4+ e0 S 6 G 26 - Q' 66. H. �,.V *� '�/ a .}� •cr9 0 S J F5_ s• • N \ p ,� - -c., tiV► ¢ /.� e02 00 �"'0 N �,, '•*�� �♦ //s9.O ` � R, a 38. 26 0. 29 34.74 .( 0 O dJ \ ' �:'•'' p 3 '�'� ,�, 87.8 ry •sem:/ 53.C.B"� N 6Z b8 c" �s ^, t:1 �� t \\61 ' ,yb • /T r�� o iP� •re ti � GF1154.6 • 53 GAAGE FLOOM IS Co" 1154. 53. LO ER THAN T'fPIGAL coo.c• FG cr 3 0. F Cy. f,G •>' r7 ' /'f ///S9.s �C 70 54.T 69 a� Q 3 f G l 0, 20. s8. J8.8 k FF 1158 C�8_3 53' 6` t 0% 6 k 2 t_.,b.B + LOT 57 �'N s9• •c Fc F 1157.9 �0 2 2t 1 PE= I 166 . 9 x x FF 1155.4 8' •9 602 603 - PE 1 154-7 t X 1 a tiC ,V4 M FF 1157. 7 X 601 G PE 1157.0 G602 54T 1154.2 t � '•G 11S7G 57.g 53 9 f f ' • /0 R� LOT 58 p FG FG L (o• G PE 1153' 21 t PE= 1 166 . 1 \ �q , l;c s7.0 57.0 1154.P 4.7 G G15 f G 53.5 co LOT 59 •a3 ^' Iii• 53.5 c �'\ . "� 115' Z PE= 1 165. 3 LOT 60 /s,ss F. N �, IUD '• - s 1ti Underground SerV L ce Alert PE= 1 164. 5 35.84 o N N -__ \�o•�, LOT 61 50-92Robert Bein Witham Frost & Asso 56 fates I 163. 7 LOT 62 - .23 0 CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS 6 SURVE PE=RS PE= 1 162 . 6 LOT 63 LOT 64 LOT 65 23.09 Qs.41 1 -800-422-4133 28765 SINGLE OAK DRIVE,SUITE 2W,TEIECULA, CALIFORNt 92590 PE= 116 I . 4 PE- I 160. 3 PE- I 159. 2 LOT 66 LOT 67 (909) 676-8042 PE= I 158 . I PE= I 157 . 0 TWO WORKING DAYS BEFORE YOU D IG CONSTRUCTION RECORD DATE BY REVISIONS ACC'D BENCH MARKI SCALE 00T_%/ l p Do*i ne 9 o fown B Checked 9 RECOA+WNDED BY: L*- DATE: �! �+ CITYC/GL OF T E M E C U L A DEPARTMENT OF PUBLIC WORKS D r ow i n No. y Ql (F -C� Centreeter Horizontal Plans Prepared Under The Supervision Of I , 20, ' NO. ACCEPTED BY: DATE: 3 M01 TRACT NO . 24133- 1 Inspector SEE SHEET I AI Dote Z� Jt-g¢ rttIHCIPAL ENGIPEER, FDR TY EN6iNEER �. �,� RAYtYIOND A. CASEY PRECISE GRADING PLANS 0- Vertical �` Det* Completed NSA \f R.C.E. Ne. 48393 Er9lre1 6-30-96 C.1. 111110. 41580 ErPt►es 3-31-96 LOTS 68-79 & 143- 148 Sheet 2 f C5 J . N. 400493