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HomeMy WebLinkAboutLot 1-13 Precise Grading GRADING NOTES: I. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, ROA° PROJECT APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. PRECISE GRADING PLAN No CAL'FORNIA oP,o S ITE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A R��G 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. CROWNE HILL ASTORIAti� R,�HCH0 AUBA 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. VIA_RAMi Y R A a 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION 4 REPORT FOR ALL FILLS OVER 1' DEEP. n SN���AGO ROAD w �� �•, 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING ��. -Po oA PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, 4 eNq /y ELEVATION AND LOCATION OF CUT FILL SLOPES. eco 9y ) LOTS 1 13P 7. PROVIDE A BROW DITCH DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. A p1O Ra PHASE 5 TRACT NO 23143 F 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. q HWY. 79 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY PETRA GEOTECHNICAL, INC. (PROJECT NO 241-01) DATED 07--01--02 AND ALL ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY ••• GEM 0aw 40M ,.,,., ,,,," / P A,kil- ,!! TO SAN DIEGO VICINITY MAP ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND '""` ." / CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF NOT TO SCALE THE PRELIMINARY SOILS REPORT. TRACT BOUNDARY "loft ftwa �'z: 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-5411 AT LEAST 24 -PHASE BOUNDARY . "` """' . HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION •.. MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR P.L. � GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN I `� -� �/� / Rz ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN fir} ori ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. * • ; -y 'q -� 1TXMIN. O_ 2 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, r I DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. ' 13 a 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, UjI / AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A `I T r 2v it REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. : : V 5' M 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE ^' 3C 5, g MIN.2% a MIN. STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER • MIN. AND DAMAGE TO ADJACENT PROPERTIES. ' A Ate' 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. ..................... -- 2r' ' 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY I C5 DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST "K ■ / '`' r BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 12 ■ -- 17. STABILITYCALCULATIONS + o S L WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES • a z OVER 30' IN VERTICAL HEIGHT. • K • aF; I N 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING I PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN I --- SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. #� 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS •• \ ` w WPICAL LOT OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND • I DRAINAGE DETAIL COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL , N-T-S- BE PLANTED AT 10' ON CENTERS. TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES 10 OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION UNLESS OTHERWISE NOTED ON PLAN DEVICES PER U.P.C., CHAPTER 10.R 11 ` ,�'' I I SEE PLAN FOR DRIVEWAY GRADE 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 11,C PER FOOT FOR A MINIMUM OF 3 FEET. I 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF �� ,�,,�, ..• ""' ANY CONSTRUCTION/GRADING. •h C�.I �.a I la a .,�23. APPROVA OF TH P NS TH � Nl � .� ��~�. � a����:����- L ESE LA B"f' E CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 1 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. BACKWATER VALVE CHART 24, RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. LOT LOT 5' P.L. 25. W.D.I.D. NO. 9335317203 60.00 MIN. MIN. r 5' 26. SEE APPROVED "WALL AND FENCING PLAN" FOR YARD AND PERIMETER WALLS AND FENCES 1 N 8 N 49.01 51.8 ? MIN. �' FOOTING EMBEDMENT 2 N 9 N e ■ - D 3' FL 2' DEPTHS SHALL CONFORM 27. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES ------ TO 97 UBC SEC. 18061 FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL 3 N 10 N i r MIN. REQUIREMENTS, I.E. 12" ENDANGERED SPECIES ACTS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE „�.. m MIN FOR 1 STORY AND APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. 4 N 11 N �-- � FL 3' 18" MIN. FOR 2 STORIES. 50 Z3 50 100 EARTHWORK QUANTITIES: 5 N 12 N - f "? • e MIN. , CL� CUT = 650 CUBIC YARDS (50 C.Y./LOT) 6 N 13 N � � GRAPHIC SCALE: 1"=50' - -• 2.� FILL = 650 CUBIC YARDS (50 C.Y./LOT) INDEX MAP * �'� ' �_ �` 7 N 6" MIN. �• co 2% MIN. PAD ELEV. LEGEND 20% MAX. CU CL -- CENTER LINE womwmrM. - PHASE BOUNDARY - WATER SERVICE **2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATER 2% MIN' o DF - DEEPENED FOOTING --- - SWALE FLOW LINE �� _ . - AIR VAC/AIR 20% MAX. It DW -- DRIVEWAY - RELEASE ASSEMBLY �, W �, P.L. �, w SECTION 'A-A' F.L. FG -- FINISHED GRADE __ - _� SLOPE (2:1 MAX.) - .- - . _ -. WATER MAIN PLAN 1 PLAN 2 PLAN 3 z z L• r cu FL -- FLOW LINE -- LOT LINE - TRUST BLOCK 2,891 SF 3,fifi8 SF 3,962 SF :3 MIN. �� MIN. J N.T.S. 15 101 MIN. z � F5 -- FINISHED SURFACE --� � -- FIRE HYDRANT ASSEMBLY -n P.L. J 0i -- DEEPENED FOOTING � � � GB GRADE BREAK 90 -- LOT NUMBER `;� �-� _ GATE VALVE r FL © 2' c GF GARAGE FLOOR _-- - - SEWER MANHOLE m 3 ;o M c� HP - HIGH POINT PLAN 4C -- HOUSE PLAN TYPE _ _._.-.A _______ .� HOUSE PLAN LEGEND MIN. MIN. m rn SEWER MAIN 3 MIN. -- MINIMUM FF=1109.67 -- FINISH FLOOR ELEVATION ' --- -- -- BACKWATER VALVE s FL 3� 3' TC - TOP OF CURB PAD=1109.0 - PAD ELEVATION - �'_" � �.y PAD ELEV. � •r-- ( STREET LIGHT ' •"'- y MIN. _ FOOTING TO BE 1° M EXTRA DEPTH OF PAD ELEV. �f -4- • � ,,O PLANS (TYP) * =� `"'� �.. 1 ,► 41ty 27r MIN. :�-- : �_ a- BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING DIMENSIONED ON Mq r `-- PAD ELEV. �i ,. �oRE Underground " 4% MIN. X •� * PAD ELEV. ID g 2 1/2 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION 6" MIN. 2 MIN. Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1.8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS OWNER/DEVELOPER: 209 MAX. 207 MAX. PAD a of southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN $ECTION wB_E• 3ECTIaN eri'"Cie 2% MIN. ly Cali: 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 GREYSTONE HOMES N.T.S. 20% MAX. LD04-OO9GR cs 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W 40980 COUNTY CENTER DRIVE N.T.S. 1 -800 OF P.P. (NO. ) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. SUITE 110 ASTORIA PHASE 5 422--4133 FIBERGLASS WITNESS POST SET 1 W. OF MONUMENT. TEMECULA. CALIFORNIA 92591 0 TWO WORKM DAYS BEFORE YOU MG ADJ. 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SEWER MAIN i Q LD04-009GR d MIN. - MINIMUM FF=1109.67 -- FINISH FLOOR ELEVATION ----.-------- -� BACKWATER VALVE - -L ASTORIA PHASE ° TC -- TOP OF CURB PADS 1109.0 +, tA -- PAD ELEVATION •�---�( _ STREET LIGHT LD03-272GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE AS NOTED CITY OE TEMECULA X 2/17/04 TKC 1 LOT 9 CHANGE PLAN 3 TO PLAN 1 °F1rss/gv �*444 DEPAR`T'MENT OF PUBLIC WORKS Drawing Nv.Contractor LOT 10 REv. LOC. OF FOOTPRINT �`� v+\LL �` PROFILE SCALE RECOMMENDED 8Y: DATE. 3t SEE SHEET � ti� San Diego DivisionLOT 11 REV. LOC. AND PLAN 1 TO PLAN 3 1 v a �ri �nsWtor W NO-63947 m iso conl�no '" '� 5 tbo ce eaa, CSA (7�) 430-1210 ACCEPTED BY: DATE: s PRECISE GRADING P LAN S LOT 12 CHANGED PLAN3 TO PLAN2 M Up. 9-30-2W6 -V Date AND REV. DRIVEWAY APRON TO 16' FROM 24' Plans Prepared Under Su ervision f DONALD J. PARKS Completed *s� V �'' �r P DEPUTY DIRECTOR OF PUBLIC WORKS p SRD PHASE 5 TRACT N0. 23143--F Cuo f� F Date Z � DRAWN BY: of CA-•\ DESIGN BY: SRD LOTS 1 -13 R.C.E. No. X63947 Expires 9--30-200fi CHECKED BY• pW R.C.E No. 19744 Expires 9/30/05/30/05 Sheet of � cY I I � � � � � � , � I � � � � � � � � L. I 1 I ' r' I1 III I I �I ��9 I I ` !II 11 I I I 1 I I I I I I I 11 I � I � , I �•