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HomeMy WebLinkAboutLot 65-86 Precise Grading 7F1 AC F I (:) m 2 il 8 E5 2 To CORONA O RA�f10 CAL/FAN/q ROAD PHA 3 LO65�86 ROJEcr sirE � NO. rRACr No.241a6-2 45.000 45.00' 44.00' 44.00' PAUDA ROA IIIE DR qc IN CITY OF TEMECULA STATE OF CALIFORNIA a SANTIAGO MODEL "2" MODEL "3C" MODEL "3" b 104 AFF " " b v o �� Q�4 '9O �� �l p10p y MODEL 1 n o LnS Q� �� '� Q '� ROAD HWY. 79 Ga TO SAN DIEGO TOWNSHIP RANGE W 2TION 8 M SAN B RNARDINO MERIDIAN 16-17 4.83 1 s.00' SP � ��,Q 26.92' VICINITY MAP TYPICAL OVERALL FOOTPRINT DIMENSIONS ,f/ NOT TO SCALE N.T.S. � 1 'MIN.r0� s ti y21 o �o s� DT 00, -GRADING IN I '0 9� y 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1994 LWORM BUILDING CODE. �� CHAPTER 33. AS AMENDED BY ORDINANCE 93-04 TOP I Z N 1 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE - 17.. DRAINAGE SWALES OF I 1 SECTION A—A Dc-J qs SHALL BE A M~ OF 0.2' DEEP AND SHALL BE CONSTRUCTED A MINIMUM OF 2' FORM SLOPE --- 1 5 M . I � 1 TOPS OF CUT OR FILL SLOPES. A � A Dc� O C C ELEV. MUST BE EQUALC' 3. MAX" CUT OR FILL SLOPES = 2,1 TO BLDG. PAD ELEV. OR 5 HIGHER. 'p�` �� 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER I MI VARIES 5' MIN. � Dc 5 HIGH. 1 v 3' 1 CURB CORE p� 5. ALL GRADING SHALL BE DONE UNDER THE 5UPERW51ON OF A COMPETENT SOLS ENGINEER PER CITY 3 VARIES �� WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A MIN DETAIL STD. MIN. Q FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. z `D -- DRAWING 303 G. A REGISTERED CNIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA ENGINEERING ZS DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE • WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. 24Mqx CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION. AND LOCATION OF GUT/FILL SLOPES. T. SWALE ' CURB i.? 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS. ALONG TOP OF CUT ® STEEP STREET STREETS INDEX MAP SLOPES. w 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. DEEPENED FTG AS REQ'D. (SEE PLAN) SCALE . 1 = 120� 9 ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOLS INVESTIGATION BY CONVERSE CONSULTANTS DATED APRIL 26, 1996, UPDATED PLAN VIEW SECTION C--C JUNE 26. 1998. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO ( N.T.S. ALTERNATE THE ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DE51GN RECOMMENDATIONS AND LEGEND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATION OF THE PRELIMINARY SOLS REPORT_ NF TYPICAL LOT DRAINAGE DETAIL TS TOP OF SLOPE 10 C909)THE ��6411 CONTRACTOR 24 HOURS IN ADVANALL NOTIFY THE UTY OF CE REQCULA UESTING F�SHOT GRADE T.AD 0 TF TOP OF FOOTING DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BULDING PERMIT TC TOP OF CURB TW TOP OF WALL FINAL INSPECTION FOR EACH LOT. F.L. or FL FLOW LINE 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO FIRE HYDRANT OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRA55 OR GROUND COVER N 1020.42 EXISTING ELEVATION TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY N ACCORDANCE CITY ( ) WITH STREET LIGHT DEVELOPMENT CODE SECT. 1706 PRIOR TO THE APPROVAL OF FINAL INSPECTION. FS FINISHED SURFACE 5► a CATCH BASIN 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. MIN LOT NUMBER FG FINISHED GRADE 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER evr�aMc I I HOUSE PLAN, L01 B 950.1 PAD ELEVATION DEEPENED FOOTING FOOT FOR A MINIMUM OF 3 FEET. ELEVATION do REVERSED UNIT --7=-100,0[ 14. A REGISTERED CNIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. 5 0 PAD=99. TRACT BOUNDARY .5 (INDICATES DEPTH 0 F D.F.) WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH RESPECT TO MEAN SEA IMIN FlNISHED FLOOR ELEV. LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE 15 GF -- EARTH SWALE (1% MIN.) GF GARAGE FLOOR REQUIRED, THE ACTUAL D15TANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. GA4GE NOTE: 10' A41N. PAD ELEV. 15. EROSION CONTROL ALL GRADED SLOPES SHALL DE PLANTED WITH ROSEA ICE PLANT AT 12' ON REQUIRED AT GARAGE FLOOR ELEVATION 12" SQ. FLAT GRATE ON �M MAIL BOX CENTERS OR OTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT. IN CORNER LOTS ® SPEE-D-BASIN BY N.D.S. INC. ADDITION TO GROUND COVER. SHALL BE PLANTED WITH APPROVED TREES. SHRUBS. OR FOR SIDEYARDS. SEWER LINE COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS. TREES, 20' ON CENTER. COMBINATIONS. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE R.O.W. GAGE FLOOR * RA — — 4"„PVC PIPE S=0. 9 47MIN _ _ WATER LINE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. CHAPTER .,�.. CURB = FF -- D.5FT (3 TH R U CURB W/ 4 10.R. TO 3" REDUCER) o-= AIR RELEASE VALVE 16. ALL PROPERTY CORNERS SHALL DE CLEARLY DELINEATED IN THE FIELD PRIOR TO * 10 MIN, FOR SIDE ENTRY GARAGE - TOP O F SLOPE COMMENCEMENT OF ANY GONSTRUC TION/GRADING. SETBACK REOUREMIENTS _ 17. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTkVf FOUNDATION DETAIL TOE OF SLOPE N.T.S. DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. N.T.S. Underground Service Alert 18. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND M5 ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR F o BASIS OF BEARING BUILDER. OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST. THE APPROPRIATE PLAN O THE KEITH COMPANIES REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND �, CBA TOLL FREE THE BEARING SHOWN HEREON ARE BASED ON A PORTION OF THE APPROVAL. CENTERLINE OF BUTTERFIELD STAGE ROAD AS SHOWN ON PARCEL WARMINGTQN HOMES CALIFORNIA 1-800-422-4133 19. MAILBOXES SHALL BE INSTALLED PER CITY STANDARD NO. MAP NUMBER 23432 RECORDED IN BOOK 159, PAGE 38 THROUGH Civil Engineering ■ Land Surveying ► 2955 Red Hill Avenue a Ln 61 OF MAPS, RECORDS IN RIVERSIDE COUNTY, CALIFORNIA BEING 3090 Pullman St., Suite A Costa Mesa, CA 9262fi �, N 22?5s 23 w Costa Mlesa, CA 92626 Mapping • Environmental Services t F (714) 557-5511 Water Resources ■ Land Planning (714)540-0800TWOWORKNG DA1r5 BEORE Y�OV DSCLD98-087GR a m CONSTRUCITON RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SF + Designed By Drawn By Checked By Drawing No. M SCALE ',�c r� K'� �f`;. RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS P.M. P.M. W.R. COUNTY OF RIVERSIDE B.M. T-29-81 Contractor 2 V BRASS DISC IN CONC. CYLINDER LOCATED Horizontal .��y FRAM THE INTERSECTION OF FRONT ST. AND RANCHO U -- •Z =r Plans Prepared Under supervision Of CALIFORNIA ROAD. 1.8 MILES N. E. ON RANCHO W I�r�O �: 1�� '� �'� T CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO "`'' 07' ACCEPTED BY: DATE: 9 =� q8 _ TRACT NO. 24,186-2 Inspector CALIFORNIA ROAD AND MAGARITA ROAD. IN �`"� '' � Rj O THE N. W. CORNER OF THE INTERSECTION, 1 FT. E. Vertical � DATE. $ DEPUTY DIRECTOR OF PUBLIC WORKS PRECISE GRADING PLAN 0 OF A 7 FT CHAIN LINK FENCE, 21 x 16 AROUND c1d,, WAYNE ARDS N, P.E. RONALD J. PARKS m Date Completes - SO. CALIF. GAS VALVES. 40 FT. N. OF P.P. (NO.f ) 94 N .� �.��, �_ a FIBERGLASS WITNESS�WITNESSPOST"SET01 FTI OF MONUMENT. ��' F � O�C� R.C.E. No.: 46808 Expires: 4/30/1999 R.C.E. 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THE KEITH COMPANIES cine CORE PER CITY or TL�cuA Cali TOLL FREE � o ,o � 40 � THE BEARING 5HOWN HEREON ARE BASED ON A PORTION OF THE WARMINGTON HOMES CALIFORNIA STANDARD NO. 303 1-840-422-4133 CENTERLINE OF BUTTERFIELD STAGE ROAD A5 5HOWN ON PARCEL MAP NUMBER 23432 RECORDED IN BOOK 15q, PAGE 38 THROUGH Civil Engineering Land Surveying ► 2955 Red Hill Avenue r• 61 OF MAPS. RECORD5 IN RIVER5IDE COUNTY, CALIFORNIA BEING 3090 Pullman St., Suite A g 9 y g ( IN FEET ) (ILIN 22'56'23' w Costa Mesa CA 9262fi Mapping ■ Environmental Services Costa Mesa, CA 92626 i Inch = ao rt. � TWO WORKING DAYS BEFORE YOu DIC (714) 557-551 1 Water Resources ■ Land Planning (714)540-0800 LD98-087GR FESS/ Co GONSTRUGITON RECORD DATE BY REVISIONS DATE AGG'D BENCH MARK SCALE '���` r� i✓f�,4 ��.� Designed By Drawn By Checked By Drawing No. CIO !��' � s �� P.M. P.M. W.R. RECOMMENDED BY DATE CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS COUNTY OF RIVERSIDE B.M. T-29-51 �� ,Z Contractor 2 1/2• BRA55 DISC IN CONG. CYLINM LOCATED Horizontal - CA FROM THE INTERSECTION OF FRONT ST. AND RANCHO f Nlo l 468Q8 rn Plans Prepared Under supervision Of 3 CALIFORNIA ROAD. 1.8 MILES N. E. ON RANCHO CALIFORMA *� � �� .,� ACCEPTED BY' DATE= $ � ROAD TO THE INTERSECTION OF RANCHO 1 -20 -N l _ IMACT NO. 24186-2 0o Inspector CALIFORNIA ROAD AND MAGARITA ROAD. IN DATES DEPUTY DIRECTOR OF PUBLIC WORKS PRECISE GRADING PLAN CD THE N. W. CORNER OF THE INTERSECTION, 1 FT. E. OF A 7 FT Vertical v' \Q' V% C:) CHAIN LIN. FENCE, zY z 16 AROUND 50. CALIF. GAS VALVES. ;`" 1, V IL WAYNE ARDS , P.E. RONALD J. PARKS � Date GOIYIPI!+�� �. 40 FT. N. OF P.P. (NO.# ) 94' N. of THE a FlBERGL�A55 WITNEOF A5NC5H 05ATL150RNIAFRO� MOI RM. F OF CA�XX R.G.E. No.: 46808 Expires, 4/30/19gc1 R.G.E. No.' 19744 Expires' 9/30/01 1999 F"ASE 3LOTS 65-86 Sheet 2 of 3 1 ORION, ,+ 19 MIRROR 400M 60.08' ' _ MORRO - GO. -- 42.29' 17.7 60.00' � J- w ----. 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THE KEITH COMPANIES ,0 � GRe CORE PER CITY ole If X A COIF TOLL FREE THE BEARING SHOWN HEREON ARE BASED ON A PORTION OF THE � � � � STANDARD NO. 303 1-800-422-4133 CENTERLINE OF BUTTERFIELD 5TAGE ROAD A5 5HOWN ON PARCEL WARMINGTON HOMES CALIFORNIA MAP NUMBER 23432 RECORDED IN BOOK 159, PAGE 38 THROUGH Civil Engineering ■ Land Surveying ► 2955 Red Hill Avenue 61 OF MAPS, RECORD5 IN RIVER51DE COUNTY, CALIFORNIA BEING 3090 Pullman St., Suite A IN FEET ) N 22'56'23' W Costa NI@S0, CA 92fi26 Mapping ■ Environmental Services Costa Mesa, CA 92626 1 inch = 20 !t. LD98•-087GR 557--5511Water Resources ■ Land Planning (714)540--0800TWO WORKING DAYS BEFORE YOU DIG (714Y CON5TRUCITON RECORD DATE BY REV1510N5 DATE AGG'D BENCH MARK SCALEe F Designed By Drawn By Checked By Drawing No. NRI � ., ' RECOMMENDED BY= DATE= CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS COUNTY OF RIVERSIDE D.M. T-2q-81 c t P.M. P.M. W.R. Contractor 2 1/2' BRA55 D15C IN CONC. CYLINDER LOCATED Horizontals -- rn FROM THE INTERSECTION OF FRONT 5T. AND RANCHO L,a N0, 46808 Plans Prepared Under supervision Of CALIFORNIA ROAD. 1.8 MILES N. E. ON RANCHO GAUFORNM 1"=20' �Y Exp• . ACCEPTED BY= � DATE= TRACT NO. 24186-2 ROAD TO THE INTERSECTION OF RANCHO C3 Inspector CALIFORNIA ROAD AND MAGARITA ROAD. IN DATE THE N. W. CORNER OF THE INTERSECTION. 1 FT. E. of A 7 FT vertlGal �r� r Q- 7 DEPUTY DIRECTOR OF PUBLIC WORKS PRECISE GRADING PLAN cl� CHAIN LINK FENCE. 21' X 16' AROUND S0. CALIF. GAS VALVES. �,9 Cr Ivit- ��� WA NE HARDS , P.E. RONALD J. PARK5 § Date Comp 40 FT. N. OF P.P. CNO.* ) 94' N. OF THE A 0 Cb CENTERLINE ENTSFBERA55 WITRAN5 POST�EOTRNIAFROT. AD M 4 OF CNLW • R.G.E. No.., 46808 Expires= 4/30/1` R.G-E- No.: 18744 Expires: q/30/01 1989 F"ASE 3, LOTS 65--86 5heet 3 of 3 L CL