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Home My WebLink AboutLot 91-95 Precise Grading O r•, A V •,O RIVERSIDE TO ,V C*ROM PRECISE GRADING PLAN 01 GRADING NOTES$ 1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFOM- A BUILDING CODE, CHAPTER 33, AS AMENDED BYPASEO DEL SOL ORDINANCE 93-04. I 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT AND FILL SLOPES = 2:1. 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. MODEL SITE pp, 9A 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL PROJECT CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION City 4f Temecula SITE REPORT FOR ALL FILLS OVER 1' DEEP. TRACT NO . 18 � 1 LOTS 91 95 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN p� CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING OA1lJ�+ PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, WAY ELEVATION AND LOCATION OF CUT FILL SLOPES. � // � TO SAN DIEGO 7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. / VICINITY MAP 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. 4k \ // NOT TO SCALE X. 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS / 01 INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 98-81-113-01) DATED 11-9-98 AND ALL / / 3 ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY / Q ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND /� CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. � / z 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION / MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. y l // / 11 / 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR / / GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN / i ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. i 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, _ • UNLESS OTHERWISE NOTED ON PLAN DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. =" i * SEE PLAN FOR DRIVEWAY GRADE 000� 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A ae �? 'r REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ' -,OV 000 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE 1% MIN. 00 STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES. to � c � 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. ' 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY ' � 94 3 9Q MIN. DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST 5' 1 BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. ' PLAN 4 2% MIN. P.L. MIN. MIN. FF=1109.67 -- 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE ' PAD=1109.0 z SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES Z OVER 30' IN VERTICAL HEIGHT. 93 ` 1 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 3' PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN / 0-1 1 SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS MIN, MIN. REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 2% MIN. 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS / PAD 21% MAX. OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR ' ' SWALE A MINIMUM OF 3 FEET. 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. SIDEYARD LOT DETAIL ` TYPICAL LOT ` 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ' N.T.S. DRAINAGE DETAIL ANY CONSTRUCTION/GRADING. 11 91 1 N.T.S. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS 11 1 ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED ' 1 111 1 ' DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 1 11 1 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 1 11 1 Q 1 1 11 1 1 111 1 111 1 CONSTRUCTION NOTES LEGEND Q7 1 11 1 1 CONSTRUCT 3" AC PAVEMENT W - BACK OF SIDEWALK DF - DEEPENED FOOTING 11 1 1 11 1 2 CONSTRUCT 4" THICK CONCRETE SIDEWALK FL -- FLOW LINE FS - FINISHED SURFACE 1 111 1 3 CONSTRUCT 4" WIDE WHITE STRIPING FG - FINISHED GRADE J 11 1 GB - GRADE BREAK CONSTRUCT fi" AC BERM GF - GARAGE FLOOR 5 INSTALL 2"X 4" REDWOOD HEADER HP HIGH POINT LP - LOW POINT TB - TOP OF BERM TC - TOPOF CURB INDEX MAP TW - TOP OF WALL � N.T.S. - TRACT BOUNDARY 90 - LOT NUMBER 3 BENCH MARK COUNTY OF RIVERSIDE B.M. T--29-81 BASIS OF BEARING PLAN 4 - HOUSE PLAN TYPE o OE�oRE FF=1 109.67 - FINISH FLOOR o Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTIONo PAD=1109.0 - PAD ELEVATfON Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD ASOWNER/DEVELOPER: Ln of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN TOLL FREE MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS CONTINENTAL HOMES � °II' 7' CHAIN LINK FENCE, 21 'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W 12636Hi h Bluff Drive 1 -800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. g z Suite 422-4133 FIBERGLASS WITNESS POST SET 1 ' W. OF MONUMENT. Diego L.D98-- 133GR TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 San Diego, CA 92130 ,n DC7 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: KEITH 00 PLAN SCALE Esse ServicesINTERNATIONAL 0 CITY OF T ` NA Drawing No."V&W-oDEPARTMENT OF PUBLIC WORKS Contractor Civil INC. : � ;ork# RECOMMENDED BY: DATE. 00 Public PROFILE SCALE Inland Umpire Division Cwt ], w oNrn � George A. Leniestey NA 53 =W G1Ww Am. Sulk NO Mbrem r CA ssaaa (Wt)068-0284 �� Inspector . 45920 ` " ACCEPTED Y: 0�' /� 9 PRECISE G RAD I N G P LAN S Na C D B DATE. �. L",Date SEE ABOVE Exp.12-31-96 Ian Prepared Under Supervision Of RONALD J. PARKS TRACT NO. 24182-- 1 T a Completed `r�9 �� Date /��9'g _ DRAWN BY: DH DEPUTY DIRECTOR OF PUBLIC WORKS CALF GOR A. NF TEY -� DESIGN BY: JRW PASEO DEL. SOL R. .E. No. 45920 EXPIRATION DATE 12/31/1998 CHECKED BY: R.C.E No. 19744 Expires 9/30/01 MODELr SITE LOTS 91 ,-�-95 Sheet 1 of 2 a tZ QO _ O 3 / • = 100, / 1101.61 FG .4 1 104.19 v 2 / / \ TC PAD 04TC 110 11 6.5 FFA OP C x �I 21 .47' _ � � Ca 000011' � �.>> � - x O �� nor° '- 4` � 3 , .-01 0000, s s7• s. � moo. 00 11\ .5r 21-97# 9 0 - s• P� ��Q� - `�° 'moo <1` o PADS 11 o8.7 `y pG�' ��Q \ , FFM � =' 0 &0 e e�- � 1 102.18 ' \ 4 vl ° ^. TC C'4• o � _ / 5 O10000 �9G tip"9 1 �.�► �� -r1 0 G Cr _ � �- -� � �g `�, � 5 ��09�09,o�F �� o N o o � � •� S 9 � 770 Ir @ • �' .3PAD-w 1109.0 5 4 Co 1100.84 P" � f1�11 / ° 2 � �� 4 FS 9° s 6 Te o o� 1099.47 o. TC S 1100. $ 9 110 ra��. 1098.82 FG tio'° �o ey g' 6 m TC / 8 8 4 A� . .ti 9pADaw 1108.6 5 9 ��' 1101 .46 `� a < 99 ,,°��, �� xo 2 "`'. � � �O d' -- �499. �� ca`� �� 9 FG �0 . Q 1`c 9 0) TC 46 0 (0v S � .00 os-s>> -r\ o e �• ��N �� ti 3� 9 •� 1�g8 83 7 1 �� 107 CO bc PAD=1496.3 V6 1098.42 FF= ••:o 4 0 1099.23 o ._ 11 1098.43 o, # s. W p FS cv o 9� "' C) oy o 1098.20 PAD 1496.2 �" 0'(10 tp ,gyp G 8 TC FF= yr O „:> � 1099.0 g$' CO o�o • o•�� o FL 01% 0 rylr• D 37 .�'0� �,, 0 0 � 1 0 11 0 1 ,° 'r �• X00 1 a >> 1 %K* 1 •� 11 11 6 1 � STORM �RA1N Q 15 1 T Z � I I EMEN N 1� % PAD= 2 10 9 9.5 N FT= FL � 11 1099.8 1 HIP I 1 1 cr �, w 1 s to 0 1 w 9 z 1 1 cn 1 0�Ca �e CL o 1 11 �- 1 1 oII Q co It) 1 CONSTRUCTION NOTES GRAPHIC SCALE 1 1 9 I- co to PADS*1095. ^ 1 'LO1 FFs 1 1 CONSTRUCT 3" AC PAVEMENT ( IN FEET )I 1 2 CONSTRUCT 4,. THICK CONCRETE SIDEWALK 20 0 10 20 40 60 III1 3 CONSTRUCT 4" WIDE WHITE STRIPING v \ 1 N r r 1 1 4 CONSTRUCT 6" AC BERM n - 0 1 20Q� cr to 1 5 INSTALL 2"X 4" REDWOOD HEADER Cl-' ., ., rA C" 3 �E�oRe y BENCH„ MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING o Y, o�, Underground 2 1/2 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION o Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD ASOWNER/DEVELOPER: Ui of southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN ►� MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159 PAGES 38 THROUGH 61 OF MAPS, RECORDS Cvll: TOLL FREE 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22-56'23"W CONTINENTAL HOMES 1 -800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 12636 High Bluff Drive z Suite 422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. LD98- 133GR • TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 San Diego, CA 92130 n 0 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: KEITH 27=M PLAN SCALE N Esse INTERNATIONAL S� 1 " ' CITY OF T N Contractor Civil INC. OPS Land Drawing Drawing No. • P,,b"7=ff RECOMMENDED BY: DATE: ��1�� DEPARTMENT OF PUBLIC WORKS 00 WdtK R. PROFILE SCALE Inland Empire Division CWtu W J% � Inspector eorde A. I,enieatey sero 0804W ewe. SWW moo. Man*. ream CA sesra (�)ssa-o�a4 NA p : PRECISE GRADING PLANS No. 45920 ACCEPTED BY. DATE. SEE ABOVE ns Pre ared Under Su ervision Of RONALD J. PARKSnate � E�p.12-31-9e - A A P P TRACT N 0. 24182- 1 Completed `r�,q �Q- DateAA? DRAWN BY: DH DEPUTY DIRECTOR OF PUBLIC WORKS PAS EO DEL S 0 L OF CA��F G 0 L ESTEY DESIGN BY: JRW ME. No. 45920 EXPIRATION DATE 12/31/1998 CHECKED BY: * R.C.E No. 19744 Expires 9/30/01 MODEL SITE LOTS 91 -95 Sheet 2 of 2 0 0