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Home My WebLink About(Lot 21-24) Models-PGP LEGEND a miff PROJECT SITE _ TOP OF CURB 0000,00 BT.C. TRACT NO ,, 24132 FLOW LINE F.L. tll� XB golf HIGH POINT H.P. 1 FINISHED GRADE F.G. A 5' A MR C 5• 5• C D D PRECISE GRADING PLAN FINISHED SURFACE F.S. MIN am MIN MIN � MIN S '! H GARAGE FLOOR GF 0000.0 M11DEL SITE PAD ELEVATION PE 0000.0 X t f � z $ VIA RAMI Ile113 PAI% FINISHED FLOOR FF 0000.0 WATER SERVICE W 8ROO SEWER SERVICE S N N4CC AIR RELEASE VALVE CA FIRE HYDRANT NO/ TYPICAL SIDE YARD RAINAGE -� DRIVEWAY PIMENsI ION FF FRONT PRoPERT`( COR ER To TI4E &AVLACI SHEET NO . 2 MEASUREb F'+�IzF'Et�ID+Guu>•,FL Ta rFiorE 1`'( STREET LIGHT J-C SLOPE III 12' MIN. P/L 8' MIN, BLDG. PAD PAUBA MY. 19 EXTRA DEPTH FOOTING ABOVE PAD-'-,,,",. 5' MIN. 3' MIN. ELEV. �S o 70 M SAM DEm INDICATES AMOUNT OF X COMPACTED6 MIN. ? , s e > VICINITY MAP EXTRA DEPTH F❑❑TING O BERM s ?e P> ? ►: - � VlA—gON11..LA� NOT TO SCALE ••. CA -- e> ACCESS RAMP MIN�•.' �o 00 1 LOT NUMBER ❑X 2+1 MAX. MIN. % MIN. eo e' e3 2% MIN. SECTION A — A 21% MAX. GRADING NOTES INDICATES MODEL A? IF �> FOR SIDE YARD SLOPES GREATft UNIT TYPE 4 THAN 5' IN VERTICAL HEIGHT 3e ss � a� 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70, 1e p, AS AMENDED BY ORDINANCE 457, B 's J> < "> Cpm`GERON a et 80 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 1%, INDICATES ELEVATION 12 MIN. ABOVE PAD ELEV. \ 66 > DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED gMgR�rA �t ,ire AT e � es A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. � > >' 3. MAXIMUM CUT OR F P = + .�,� e � ILL SLOPES 2 i. THIS LOT REQUIRES A BACKWATER VALVE ROUND OFF TOP � db ' >e >s >t >J � 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TDP OF ALL PER SECT. 409 OF U.P.C. PER APPROVED — \ .4 s> WATER AND SEWER PLANS. (NONE REQUIRED) P/L '1 >e FILL SLOPES OVER 5' HIGH, 5 Oma CORjE_ESCOgAR 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT >> .5, J.? se F e> e0 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY �° qs ee PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS e° OVER 1' DEEP, SE C T I❑N B — B a e' '°? '10, '006. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA l.. a 28 -101T '4 � ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH FOR REAR YARD SLOPES GREATER ,� e� GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO THAN 5' IN VERTICAL HEIGHT '� > ?e MARpUis ISSUANCE OF THE BUILDING PERMIT, CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATI❑N OF CUT / FILL SLOPES. '°> 'Gs °e 7, PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR, Q STORM FLOWS, ALONG Is � 'Qe TOP OF CUT SLOPES. 6' MIN. 5' MIN. P/L 5' MIN. 6' MIN. * 3 ? 3' MIN, 1' 1' 3' MIN, M�CA6 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. MUDSILL MIN, MIN. MUDSILL 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY, a ►' CONVERSE CONSULTANTS JANUARY 18. 1989 •' TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 12' MIN, 12' MIN. ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 2% MIN. 2+1 MAX. 6' TYP. 2% MIN. ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 21% MAX. 21% MAX, 50' 45 501 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING SECTION C - C INDEX MAP DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SCALE+ 1' = 200' TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. - LoTs cr� IN �uD 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL 5' MIN. P/L ® ® SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE 3' MIN. 1' T PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE 457 PRIOR TO MUDSILL O THE APPROVAL OF FINAL INSPECTION, MIN, 6' MIN. v 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. :a 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4' PER FOOT FOR A MINIMUM OF 3 FEET. 12' MIN. 2+1 MAX. 14. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 2% MIN. CONSTRUCTION NOTES & QUANTITY ESTIMATE PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA- 21% MAX, NO. ITEM TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL QUANTITY UNIT DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. SECTION D — D TYPICAL G ERALL FOOTPRINT DIMENSIONS 1 LOT GRADING (4 LOTS x 15 C,Y./LOT) GO C.Y. 15. EROSION CONTRO + A RA L ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE Z CONSTRUCT 0.25 A.C. OYER C)DMAaCTED MATERIAL 358 5.F PLANT AT 12' ON CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER SCALE, 1' = 30' _ 15' IN VERTICAL HEIGHT, IN ADDITI❑N TO GROUND COVED, SHALL BE PLAN- INSTALL 3' HIGH WROUGHT IRON FENCE C_T L z=-mov SorT 109 L.F. TED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS, TREES, 20' ON CENTER, COMBINA- 4 CONSTRUCT HANDICAP PARKING S`(M�OL MO L C�NO I-5-0 AT N) 2 EA. TIONS, 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE Underground Service Alert - PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER BENCH MARK 5 CONSTRUCT 2"X C* RCDWOOD He^Dr-FZ 60 L.F. U.P.C. CHAPTER 10.R. Robert Fein, William Frost & Associates MJITY IF RIVEM 1K X T-29-M (A14:,TALL (,e A _L_ 22 L.F. 16, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRI❑R C7 CALL TOLL FREE PROFESSIONAL ENGINEERS, PLANNERS & SURVEYORS I U2' NZ 'SC DI C3E CRIB LOOTED FROM 111 KrUM D]N OF MR ST. TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 1-800-422-4133 28765 SINGLE OAK DRIVE,SUITE 250,TEMECULA, CALIFORNIA 92590 AMD tWE CAF MIA 04 L8 NO KE. IN RWE GLffIIIM1A ROAD 17. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE (909) 676-8042 TO TIE 11iERSECTI[DI IF RWE CALFED ROAD Alm WIRGARiTA WO TIE KY. THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- MM OF TIE NIERSECTDDi 1' E. IF A T CWI11L81I FENCE,21' x W RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION, UPON ARM 2 GEF. GAS VALVES 9 K IF PP.Qat) W K IF TIE O]IIIIILOE REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED IF RAMOfl GLFORIQA ROAR FIIEk[IASS YlTIESS POST SIT 1' Y.IF MOtAIEMI. TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. TWO WORKING DAYS BEFORE YOU DIG AD1 DAIS, 9-13••!1? ELEV, M41 L D94 - 23 S&F?- CONSTRUCTION FzCONSTRUCTION RECORD DATE BY REVISIONS ACC'D SCALE �Q,pfESS/p�,' Desi ned BY Drawn B Checked B RECOMMENDED BYi L,j� DATE- / 4p ,� T• / GTL ADEL CASA❑ GTL CITY O F TEMECULA DEPARTMENT OF PUBLIC WORKS DrawingNo. Contractor OWNER/DEVELOPER Horizontal h� 4�� IeB!': ��, Plans Prepared Under The Supervision Of ACCEPTED BY, DATE+ 400 "I TRACT NO, 24132 - 1 Inspector CENTEX HOMES AS SHOWN a ` No.48393 ! 2280 WARDLOW CIRCLE, STE. 150 Exp. 6�30�w K Date /2-30 - 9f PRINCIPAL NGINEE FOR GIT ENGINEER GREGORY LEBLANC RAYMOND A, CASEY CORONA, CA 91720Vertical fcfj ,l ,� PRECISE GRADING PLANS Date Completed (909) 279-4000 N/A 'lf of C AL� R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31-96 MODEL SITE LOTS 21-24 1 2 Sheet of J.N. 400750 PAUBA ROAD N - M et N THE HOUSE F0-07 PRINT OIV LOT 23 HAS I25EEIlQ L-SNIGTHEIJE 1i 2' AT THF_ 6AFZAC3E -To ACCOMODATE T746 SAtrE•S OFFICE . 42-489 1217.V T5 1218.3 84.58 T.s. �, w Yzl 72.00' �rf75.02' +, 1220. A - iZJV.� (0 S. 1218.5 0, T y. m' _ •�- �O r H.P 1217 5 *� -� 'NJ _ 3.00 - T5- 81 .40 H P � -In 1% 1% 23 Kw-O 120. 17.1 17.1 F .G. 17. FG F6. �. eD F.G. _ - 17.5 1g' F.G. F.G. - F E 1217. 1 - -- PE Mrr�1. - `ISIb.6 FF 121-1. PE ITIT& FF 1 t1q. S FF-FT 1b-S N, 8 <07 ® %20 _ ® V 0 x' 17. 1 ❑ -, I �6 F.G. 2� =C 16 't- Io + 2 1n.a � o + SALE S �. lco 12 GF 1216.0 G 1217-3 1 12 ►7. 11(a,• �. 17.4 1423 IF F.G. �- . - G. r.l_ Cb. F•G. Of IGE \ 1116.4 15.9 M I 2 (D.5 Iv 15 1 cr . . C�.g. GF 1219.0 r, ! F-Sill in ` ' IN ST.h LL 3' 1&H 7.69 N N N ►� �• IF F.G. N ! 1 - ��6 3 WROUGH 1Ro FENCE 0 I 7.S _ PEiWSs P� AKJ0QC^r1E 5 ly y fs,p r F.s. F`� 42.71 29.09 67- 78- 15 16 T. C ,�h• V mss. Fs. 9 co r% CAMINO MOLN R -ol 1214 .97 otK T .C79 . ti�hG �'ti�6G• �� o z1 0 cv 58.61 ' 78.62' 80.68' 40.20' 50.27' 114.4,3' 1443• 1 06 T •C 03 4 .65 �J 12� 7� 10 76 7 Under round Service Alert o Robert Beira, hill tam /1lrost & Associates PRTE5SIM& ENGINEERS, PLANERS t 904EM ZM SINU W MILE, SIE. 2509l G. 92%0-321 CALL TOLL FREE (909) 676-8042 . FAX (909) 676-7240 1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG L_09 4--2.35 F , CONSTRUCTION RECORD DATE BY REV I S I ONS ACC'D SCALE o itt f E S S/p*, DESIGNED BY DRAWN BY CHECKED BY RECOMMENDED BY: � ��• .. DATE: .S- CITY OF T E M E C U L A Contractor DEPARTMENT OF PUBLIC WORKS Drawing No. T '�l GTL ADEL CASAO GTL HORIZONTAL 40� `�Bl `mss Plans Prepared P ared Under The Supervision I s i on Of ♦� � .� � ACCEPTED BY: DATE: 1 _ 20 TRACT NO . 24132 -1 Inspector co Uro.6//330/96 " ..w �. .� � Date: IZ- 3 �-�� PRINCIP ENGINEER, FOR ITY ENGINEFR s VERTICAL EGORY T. LEBLANC RAYMOND A. CASEY M Date Completed •,,1 �,V 1� � PRECISE GRADING PLANS N/A F OF CAV�E� R.C.E. No. 48393 Expires 6-30-96 R.C.E. No. 41880 Expires 3-31-96 MODEL SITE LOTS 21 -24 SHEET 2 OF 2 PLOT: 12-19-94 JN: 400750 DRAWING: MODELSITE