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HomeMy WebLinkAboutTract Map 21675 Lot 17-20,46-51 Precise Grading r s-�- __ . LEGEND VICINITY GAAP • LiERE INA A -03, 1M• NOT TO SCALE CURB TOP OF 0000.00 8ELEV . �trF iT.C. 1 FLOW L t d F.L. - IlO1'D 1 HIGH POINT 1 15' FINISHED GRADE - F.G. r 1 A a, A (EXCEPT C s, C (EXCEPT D D F I N I SHED SURFACE F.S. M I N IOTE�1 MIN MI IETfG1 I , ''�j► VIA IWII GARAGE FLOOR GF 0000.0TRACT !2 ,o PAU5A W NO , o / PAD ELEVATION PE 0000.0 i= x!= '! _' 11►FA ,�` z m - , a FINISHED FLOOR FF 0000.0 MARGARITA VILLAGE imc W i - MATER SERV t CE � � � � � P ECI E GRADING PLAN _ SERER SERVICE AIR RELEASE VALVE -401 4" 0 PLCO by FIRE HYDRANT xy + oR I VEWAY TYPICAL 'SIDE YARD DRAINAGE i ` STREET LIGHT TO SAN DIEGO SLOPE I I 12w Mt N. P� all let". BLDG. PAD 12" MIN. ASM PAD ELEV. ABOVE PAD 5' MIN. ' MIN. ELEV. EXTRA DEPTH FOOTING r7 7 PROJECT S ' INDICATES 'AMOUNT OF COMPACTED.X BERM P/L 6" pIN. ROUND OFF TOP � EXTRA DEPTH FOOTING 5, - .: ACCESS RAMPFm LOT NUMBER �M�'9o,►' 12" MIN7T74k, . t • 11 4 i • a 2s 1 VAX. 2 MtN. ✓ f 2Y. MIN. SECTION A - A 21Y. MAX. SECTION 8 - 8 f . IND I CATES MODEL '� a GRADtNG NOTES 4 THAN 5 ' IN VERTICAL HEIGHT THAN 5 ' IN VERTICAL HEIGHT j FOR SIDE YARD SLOPES GREATER FOR REAR YARD SLOPES GREATER UNIT TYPE 'r w+ �� .0 + i . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER TO, B r + + AS AMENDED BY ORDINANCE 457. INDICATES ELEVATION =' :'k MINIMUM BUiLDiNG PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1%. THIS LOT REQUIRES A BACKWATER VALVE ' :::j•: �• r w 3. MAX t MUM CUT OR FILL SLOPES 2: 1 . PER SECT. 409 OF U.P.C. PER APPROVED - MIN. P� b MiN. a� MIN• S' MtN. P� ::: iA$':_ :' r"'� a 4. PROVIDE 5' WIDE 8Y I ' HIGH BERM OR EOU I VALENT ALONG THE TOP OF ALL WATER AND SEWER PLANS. INDEX MAP) 3' MIN. I ' I ' 3' MIN. 3' MIN. I ' `'+1 { '•:`.. �� FILL SLOPES OVER 5' HIGH. 4 " . l 44ONE REQUIRED) MUDS I LL MIN. MIN. MUDS I LL MUDS I LL MI N. w "�:: . :jir,.::.�::'� pt'►� + 1 6 MIN. • S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY - o �(01�� PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER I ' DEEP. 12" MIN. 12 ' MIN. " r S. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA I 12 MIN. ts1 MAX. 'L� • ■ •Cr ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 2X MIN 2: 1 MAX. 27. MIN. - ' �( GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO -' 6" TVP. 2'!. MIN. P • ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, f 21% MAX. 21% MAX. 21% MAX. T ti GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. I SECTION C C SECTION D D T. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. 0 $T,BRM FLOWS, ALONG TOP OF CUT SLOPES. - S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALC FILLS GREAT& THAN ONE FOOT. j 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMEMATI" Or THE PRELIMINARY SOILS INVESTIGATION BY: • PACIFIC SOILS DATED t JUNE M 19 0 SETS OF THE INAL 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- IV ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. �•� so-ad 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING fD DEPARTMENT, TELEPHONE (904) 694-5411 AT LEAST 24 HOURS IN ADVANCE e 44.33 33 REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR I r- EACH LOT. FF 0000'0 00.0 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERT I CAL HEIGHT AND FILL PE 0000 '0 SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE FF 0000.0FF 0000.0 PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM ® PE 0000.0PE0000.0 w p EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO x m X 8 8 THE APPROVAL -OF FINAL INSPECTION. ® C .0 �, INDEX MAP I a F•c• a 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. F°a■ 00 F. 00 ® SCALE : I " = 200 ' 13. F 1 N I SH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT or 0000.01100.11 oeno.e LESS THAN I/2" PER FOOT FOR A MINIMUM OF 3 FEET. 00.0 °F°s 00.0 4 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING F.c. F.G. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- .� -" T10N (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. 1F AN ELEVA- TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REOUIRED,THE ACTUAL BENCH MARK D I STANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. TYP I CAL OVERALL FOOTPRINT DIMENSIONS COUNTY OF RIVERSIDE 11.10. 00. T-296-81 CONSTRUCTION NOTES & QUANTITY ESTIMATE 15. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12m ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER SCALE: 1 ' = 30 ' 1 1/2" (MASS DISC IN COW. CYLINDER LOCATED MW THE INTERSEC11011 IX "my ST. No. ITEM QUANTITY . UNI T 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLAN- NO RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO CALIFORNIA ROAD TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND 1MRGARITA ROAO.IN TIE N.M. I LOT GRADING ( 10 LOTS X 15 C.Y./LOT) 150 C.Y. SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- COWR OF THE INTERSECTION I ' E. OF A T' CHAIKIW FENCE, 21 ' 1 16' TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE Underground SerV L ce A I er PERMANENT I RR I GAT I ON SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER AMM SO. CALIF. GAS VALVES, 10' N. of P.P. (No.it 91' N. OF THE CENTERL INF PERMANENT U.P.C. CHAPTER 10.R. Robert Be i n,Wi i t i a m Nost & Associates OF RANCHO CAL 1 FORN I A ROAD. F 19ERCLASS WITNESS POST SET 1 ' W. OF IbN WNT. • ADJ. DATE: 9-13-82 ELEV. 1128.4 10 16. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE F 1 ELD PRIOR CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS 9 SURVEYORS TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 1 -800-422-4133 28785 SINGLE OAK DRIVE,SUITE 250,TEbECULA, CALIFORNIA 92390 1T. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE }9091 678-8042 OtiINER!DEVELOPER THE APPL I CANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- RECTION OF ERRORS OR OMISSIONS DISCOVtRED DURING CONSTRUCTION. UPON f' MESA HOMES REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED 27888 YNEZ ROAD SUITE 200 TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. TEMECULA, CALIFORNIA 92591 TWO WORKING DAYS BEFORE YOU OIG (909) GT6-7290 CONSTRUCTION RECORD DATE BY REVISIONS ACCT SCALE Drawing No. /per_ Dosl ned B Drawn B Chocked B RECOMMENDED BYs 29- Rl3F c�+o.uC,E roofFRIr%IT of IroT sl FROM ,( 7. STC JL/GL AC/GL C Q DATE: t IS 9 CITY O f TEMECULA DEPARTMENT OF PUBL 1 C WORKS - Ctr►Irecler A 150 TO R .(,OI ADD 401 F+AoTf�R(N Horizontal- Plant Proporod Undor Thi Suporyision 01 THIS SHT- AS SHOWN ACCEPTED BY: •-IG DATE: N0 . 21 675 TRACT - F InsWtefK 40"3�3 � pe}t �-� �-' � PRINCIPAL ENGINEER, FOR CITY ENGINEER C F • �. e-�o-4e - R,I�`fMOND � . 4►s�Y PRECISE GRADING PLANS • vtr I itel � CIVI\_ r Dtft Cel►tYt4 R.C.E. Iw. 48393 Ee}Irts 6-30-96 R.C.E. }e,. 41680 E>< irtt a-st- Wo . N/A OF ��E ° LOTS 17-20 & 46-51IL sn4e1 1 1 G > J . N. 4006 F- LOT 52 OPEN SPACE 62. 67 8 0 O - 60. 30 N 11D 60. 03 1 _ 60. 00 1 60. 01 _ •Q � - O r 0 o Fs o IZ69.•1 a 0 0 0 �Y•. ..r-'�- 90.0 \6,A` "'0 12 '11 1.zbq.4 al• ��' � - t'� IZ�9 t ��.,N•P ���H IZBq.z F.L. H•P © bgA 89.7 - 89.8 I rL H' 89.2 I f� __ 89.5 89.2 FF 1290.7 A 1270.2 �'T 4 ,p. PE 1290.0 - -� 89.5 C. 1290• T. ' 7 FF 89. x FF 1290.5 FF 1290.2 F FF 1289.9 LOT 45 T FF 128S..0 PE 12 �= 5 PE 1289.8 X x PE 1289.5 PE 1289. 2 P E= 1288. 9 PE 1288 - 3 C2 303 t o- - 10! 302 303 lot. R T C A 9. 8 .8 t� 2 � :5eF. 8 . 2 F .G�.6� 69.5 �! � G ` 89. F.G. �JO F.G. 49 ,4 - Q. F GLL4AO GF 1290.2 ;6GF 1290.0 289.T GF 1289. 4 7 e9•`i 89. 89. 5, X89. r _ Gf F.G. F.G. Csb F 'G1 N w N F. G. jt F. G. N _ K f�'•� 8'r •� � � • � 0 'r� N tG �•b =J g 08.6; 10 ��.Z,� - F .G. ^' ' r- c FL,C'•�• + .r`.,b.d, �o c F-�,[,-8 q to -1 t /8 0 /O O -i .01 4.01 55.00 / 50.00 80. � 60 st 00 il-O.00 60.00 0 s. 5 5 s 6 �� - 1T g• - - .4 �,5• 1 0 �° 1280'32 X8.33 62. 4 5 1 4 1�o '� 1'L . �o 0 LOT 7 T• C. h `tie G �• �• \ti� �ti° \tie \tie �• - CORTE POS ITAS _ /PC-J.. Cb � 12 71J. 13 �� 10e ,fie G. tie ��LA G. X01 G. co SCALE 1 " = 20 ' Q ti � oh lop �. Fs. w s �. .�. Fs. f=s. 5 w s 14.90 0 49.50 60.00 ! _ 60.00 60. 00 60.00 `o S x o f A8 2 c o ' c F.G. F.G. F.G.CIO 0 89.d 89.8 89.4 89. 2 Sol �T GF 1290.0 0 GF 1289. 7 � �-1 GF 1289. 4 GF 1290. 1 - f'•ly •t17 OF.G F.G- ah F.G. 20 88.82 89.7 89. - -L-A. 9. TR . 21675-5 T. C. 6 r8 IOZ A e e . s 10 IOt c - 302 303 302 L 0 T 6 PE 1289.5 PE 1289.8 -t PE 1289. 2 � C) x PE 1289.9 �FF 1290.5 F G• FF 1290. 2 FF 1289.9 89. r J , 89.8 F.G. LOT 53 TOT LOT FF 1290.6 G. • G F . G. F. G. -y PE= 1289 . 9 F • G. 89_5 89. 5 89. 2 IZGI'�• LOT 21 m a t te�l.z Fi.•, H r. P E= 12 8 8 . 9 89.9 --• fly H.p. l<L�H• F. G. ISL 1% Z 89.9 1 .. 22` � '� 9 •� �s � 22, 1 1` 6' :o A � LOT 5 CID CD f� to w N - Underground Sery L ce Alert , 55.56 60.04 o T0�'6q 72.54 _ 60.Oa 60.04 °D 0 Robert Betin, iIti t tia m Frost � Associates • C. x0.04 CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS 6 SURVEYORS LOT 16 LOT 15 LOT 14 1 -800-422-4133 28785 SINGLE OAK DRIVE-SUITE 250.TEbECULA, CALIFORNIA 92590 LOT 13 LOT 12 (11009) M-8042 PE= 131 T . 4 PE= 13 I T . 5 PE= T. 4 PE= 1316 . 8 PE= 1316 . 2 TWO WORKING DAYS BEFORE YOU DIG CONSTRUCTION RECORD DATE BY REVISIONS ACCT BENCH MARKDesi nod a Drown B Checked B SCALE a �4y� RECOMMENDED BY: ( DATE: : u CITY OF T E M E C U L A DEPARTMENT OF PUBLIC WORKS Drawing Nc 3-29- RJ5 I GI.1AN(sE 'FOOTP XINT OF LOT 51 FROM /U•-- j T, Q JL/GL AC/GL Contractor A 301 TO A 401. y/ Horizontal Pions Prepared Under The Supervision Of 1 - ' M. ACCEPTED BY: DATE:zlt-�/'/y TRACT N O . 21675 -F Irr•pct•r SEE SHEET I 20 4e3tu Dot• � J1� 9¢ PRINCIPAL NGINEER FOR TY ENGINEER * M. a-30-es • R4f MON V> A- CASaY o.t. Completed Vertical �,, CIV11.- PRECISE GRADING PLAN or CA \5� 48393 ENV i res 6-30-96 R.C.E. 1%. 41wo Esp i res LOTS 17- 20 & 46-5 1 R.C.E. n•. Sheet 2 of J . N. 4006 i