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HomeMy WebLinkAboutLot 70,74,75 Precise Grading t GRADING NOTES: r 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, PRECISE GRADING PLAN R APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. Rpho 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1 X. DRAINAGE SWALES SHALL BE A Np CAL1jr-0 A ONO MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. �Np � FAIRMONT R 3. MAXIMUM CUT AND FILL SLOPES = 2:1. CROWNE HILL PROJECT 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. CHC AuSA V�A RAMI � w PYA SITE 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER WHO SHALL �o - 8Ea o m R Ac CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION 23143 6y M�� R PL REPORT FOR ALL FILLS OVER 1' DEEP. BUILD OUT TRACT NO . �- 0 °© d 6. A REGISTERED CML ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN A s�►N� ROAD �0 s� CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, LOTS 70I74 AND 75 �£F '°o ELEVATION AND LOCATION OF CUT FILL SLOPES. � Hq kq} To 7. PROVIDE A BROW DITCH DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG TOP OF CUT SLOPES. "0 Papp �` RD 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. A�Prq� FcoP° 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS NWI 79 INVESTIGATION BY PETRA GEOTECHNICAL, INC. (PROJECT NO 241--01) DATED 07-01--02 AND ALL 1 I ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND TO SAN DIEGO VICINITY MAP CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF N THE PRELIMINARY SOILS REPORT. z► �� NOT TO SCALE 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. P.L. c 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 �"�� �� �'��•� ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN > : ' 70Q/ -a ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 11% M11. 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. N 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED IT MUST BE CLEARED KEYED ,r "`'' 9 • � �4 !��' " �� PHASE BOUNDARY 2 .� AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A (� 5' MIN. REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. t.?' MIN. 5' 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE MIN. B 2% B STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER A A } M1111111 -1 AND DAMAGE TO ADJACENT PROPERTIES. Vel z z 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 ` I DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST 1 BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. .{ 75 74 1 Ii 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH1.5) SHALL BE °;. ry I I -o z SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES I ( 1 N M OVER 30 IN VERTICAL HEIGHT. 1 18. A REGISTERED CML ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 1 PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN 1 SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT To ADJACENT GROUND SURFACE IS 1v } REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. Q �- D - • P H PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS ���C, TYPICAL LOT 19. EROSION CONTROL. ALL GRADED SLOPES SHALL BE PARwGUA Y _ DRAINAGE DETAIL 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 - N.T.S. BE PLANTED AT 10' ON CENTERS. TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTERS. SLOPES 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 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. 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. 23. APPROVAL OF THESE PLANS BY THE 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 SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 45.0' 46.0' 50.01 24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. 5# P.L. MIN. 5, W 25. W.D.I.D. NO. 9335317203 z MIN. z FOOTING EMBEDMENT 26. SEE APPROVED OWALL AND FENCING PLAN" FOR YARD AND PERIMETER WALLS AND FENCES _j 3' FL 20* � DEPTHS SHALL CONFORM 27. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES 0 MIN. 6 TO 97 UBC SEC. 18061 FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL BACKWATER -- 25 1001 REQUIREMENTS, I.E. 12 ENDANGERED SPECIES ACTS. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE VALVE CHART o _,_ m m MIN FOR 1 STORY AND APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. (6 GRAPHIC SCALE. 1"=50' FL 3' 18" MIN. FOR 2 STORIES. LOT LOT z .. --� -� INDEX MAP MIN. EARTHWORK QUANTITIES: 70 Y 75 Y - CUT = 150 CUBIC YARDS (50 C.Y./LOT) 74 Y * FILL = 150 CUBIC YARDS (50 C.Y./LOT) �` MIN. 27o MIN. r '4 PAD ELEV. 20% MAX. LEGEND PLAN 1 PLAN 2 PLAN 3 **2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATER 2% MIN. CL - CENTER LINE �k - PHASE BOUNDARY :: - WATER SERVICE 2,283 SF 2,584 SF 2,839 SF 20X MAX. a DF - DEEPENED FOOTING ------ - SWALE FLOW LINE - AIR VAC AIR SECTION eA"Ae DW - DRIVEWAY '"'� � RELEASE ASSEMBLY .T.s. SLOPE (2:1 MAX.) _ !�°..-.- - - WATER MAIN HOUSE PLAN LEGEND �. P.L.PL �, o FG - FINISHED GRADE -•-- -- ---� -- �` w FL - FLOW LINE - LOT UNE # -- TRUST BLOCK MIN. oy MIN. z F.L. 15'--20' T'I'P. w FS - FINISHED SURFACE , .._.._.. �1 10' MIN. � - DEEPENED FOOTING FIRE HYDRANT ASSEMBLY --' G� z GB - GRADE BREAK - - GATE VALVE ;��, P.L. -� a GF - GARAGE FLOOR 90 ce - LOT NUMBER 9 _...w . .._..._.... -- SEWER MANHOLE - a 3' FL M 2' o co HP HIGH POINT PLAN 4C HOUSE PLAN TYPE -.,. �;� . .. . -- SEWER MAIN �0 MIN. _j W MIN. - MINIMUM FF=1109.67 -- FINISH FLOOR ELEVATION (2} - - BACKWATER VALVE MIN. FL 30 z 3' fu TC - TOP OF CURB PAD=1109.0 •-- PAD ELEVATION •- - STREET LIGHT -•=- -� s••---•� PAD ELEV. �, MIN. ° z � FOOTING TO BE z - 1D EXTRA DEPTH OF r 2• PAD ELEV. BENCH MARK COUNTY OF RIVERSIDE B.M. T--29-81 BASIS OF BEARING -.��„ N1AX �� r�• MIN. PLANS (TYP) �.�. 411V. 2 Underground 2 1 2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION ;; MAX PAD ELEV. -•' A / DIMENSIONED ON *� 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: PAD ELEV. of Souther+ CoWarnia CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN 4y" MIN' g' MIN. 2X MIN. a CON: 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 20X MAX. 20f MAX. PAD SECTION `C-C• FAIRMONT BUILD OUT c 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'S6'23"W 40980 COUNTY CENTER DRIVE SECTION 'OB-Be 2X MIN. 1 -800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. SUITE 110 NT$ N.T.S. 20% MAX. LD04-071OR +Pi 422-4133 FIBERGLASS WITNESS POST SET 1 W. OF MONUMENT. TEMECULA, CALIFORNIA 92591 LD03-292GR two WOMMc IMYS sEI'aNE YM oIc ADJ. DATE 9/13/82 ELEV. 1128.410 -14 CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE CITY OF TEMECULA a ESS/Q�q, AS NOTED Drawing No. 03 GAT REVISE LOT 74 & 75 REAR RETAINING w �,R�EN '� 411,?h¢ DEPARTMENT OF PUBLIC WORKS Contractor �.� PROFILE SCALE RECOMMENDED BY. DATE. z f L= Inland Empire Division No. 23737 z ' ti fnep.ctor SEE ABOVE � � � � r,�o a� , s� � ►�►, a �-�4 (go9� �--02,� ACCEPTED BY: DATE: '� l7 0� Exp. 12/31/05 PRECISE GRADING PLANS Date ,. ared Under SupervisiVrrlafie RONALD J. PARKS ° CompMted `r� clvl� �N_ F Dote D RAWN BY: SRD DEPUTY DIRECTOR OF PUBLIC WORKS BUILD OUT, TRACT NO. 23143 --6 d \F DESIGN BY: SRD LOTS 70 74 AND 75 CAL R.C.E No. - 23737_ Expires 12-31-05 --- R.C.E No. 19744 Expires 9/30/05 ' Sheet of 2 ci CHECKED BY: WK c _ CONSTRUCTION NOTES: (D CONSTRUCT 4" NDS ATRIUM GRATE (SEE WALL SECTION) TUBULAR STEEL FENCE PER FENCE AND WALL PLAN E a PROPOSED 2' x 3" PCC V-DITCH (SEE WALL SECTION) TOTAL FENCE & WALL HEIGHT NOT TO EXCEED 5'-6" a PROPOSED S" CITY OF TEMECULA STANDARD RETAINING COLOR TO BE DETERMINED , WALL. WALLS OVER 2'--0" HEIGHT REQUIRE SEPARATE PERMIT. BY OWNER ° INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE 2.00 PER CITY OF TEMECULA STANDARD DWG. 303. 8" CITY OF TEMECULA STANDARD ' 21 RETAINING WALL. HEIGHT AS Tw SPECIFIED ON PLAN 4" P.V.C. DRAIN PIPE LL-"` 12" SQUARE GRATE (NDS OR EQUAL) ai ? z PAD = En O THICK I N/ \ TF PCC V—DITCH TUBULAR STEEL FENCE PER FENCE AND WALL PLAN ..._ .. r ... TOTAL FENCE & WALL HEIGHT ` a J NOT TO EXCEED 5'-6" _. �", ....... ....... . . i j r... COLOR TO BE DETERMINED M BY OWNER 4 NDS ATRIUM GRATE 1 j / _ . MODEL #72 OR g" CITY OF TEMECULA STANDARD `�B'" s � ' RETAINING WALL. HEIGHT AS APPROVED EQUAL -�- ! - 2:i SPECIFIED ON PIAN 7-j " 1.0 1.0 ti ti I -'82��- 5a 4 ID HOLE IN BLOCK. INVERT s � r OF IP TO BESET ® .30 ABOVE PAD FINISH SURFACE z:1 Ioft SPLASH �. ,fir �, PAD I aF � AI ...,, ..�� PAD / V PVC DRAIN PIPE r. YO RETAINING WALL SECTION I 3 1 / L_ b NTS - Z ► 62 67.01' �?3' 1295 ~� •— oi �aao / 1285 " `- 4b 1/2 LOT WIDTH 1/2 LOT WIDTH 1280 2:1 .� 2 ,? 1/4 WIDTH 1/4 WDTH 1/4 WIDTH 1/4 VO H -- 7 / oil No@ 1275 S 3 X X 2 Xx j' w x W vi � X X 7C X X X /� X XX i �t X 68.6 3 '!X XX X X u / X X ]�[ H 1. � 7 1.5X i X X 1 X - -F_ _7 --- --- VARIES (� � a.\ XX.XX TW XX.XX Tw I 2 FL I I � 3 aK XX.XX TF I 69.9 7o-ot>rt>' xx.xx TF N I 75 I s I I74 Kit's o I� ` ✓,,� _.....� nn PUN 1 �' I yo FF-1 M.40 PLAN 3R 1 7 4.0 + I I . �Q FFA 1271.00 K 1" 7-W PAD-12a8.9 PAD—1270.5 9; 0. a L In !7F I 0.40 n ao , I I DF I I 67.6 69. I '� I I — CF-6&90 1 0.3• I 1 6 r, j DF K K I f 43 Ile- ,.PAD=X X.X .. (le 9.7 f' 67.5 .a► 1 Q / e. y R/W &J Orr RETAINING WALL & DRAINAGE DETAIL .. � s Wo . NTS n t:. + 20 VE _ _ . ry PA AGUAY"... -..DR1- LEGEND a CL - CENTER LINE A OR400 4Ma 61019" � -- PHASE BOUNDARY {:; - WATER SERVICE fip•� nc DF — DEEPENED FOOTING _------ •-- SWALE FLOW LINE ' — AIR VAC/AIR s .00' 4174' a as DW --- DRIVEWAY -- r` �` ' RELEASE ASSEMBLY s FG - FINISHED GRADE __ _ SLOPE (2:1 MAX.) WATER MAIN 1CU A FL -- FLOW LINE — LOT LINE � -- TRUST BLOCK FS -- FINISHED SURFACE — DEEPENED FOOTING ,�,.".. .- `'4 — FIRE HYDRANT ASSEMBLY M GB — GRADE BREAK - LOT NUMBER '-' - -- GATE VALVE100 30 1s 0 30 d0 GF — GARAGE FLOOR 90 - - — SEWER MANHOLE HP — HIGH POINT PLAN 4C -- HOUSE PLAN TYPE --- SEWER MAIN MIN. — MINIMUM FF=1 109.67 — FINISH FLOOR ELEVATION - - -- BACKWATER VALVE -- TOP OF CURB GRAPHIC SCALE: — TC PAD= — PAD ELEVATION o--- — STREET LIGHT FAIRMONT BUILD OUT -- RETAINING WALL WITH V--DITCH LD04-071GR LD03-292GR 51 CL CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE CITY 0 F T E M E C U LA 'CU " QESS� AS NOTED `� R�Ea DEPARTMENT OF PUBLIC WORKS Drawing Na. ti 03 GAT REVISE LOT 74 & 75 REAR RETAINING W ���' �r BFB F PROFILE SCALE RECOMMENDED BY: DATE: CU Contractor ti $ Inland Empire Division CU SEE SHEET 1 �y o No. 23737 SUN0 3LV Uwwiv %ft. G1 925534024 (90) 65x3--023470 � i Inspector Exp. 12/31/05 ACCEPTED BY: DATE: PRECISE GRADING PIANS ared Under Supervision Of RONALD J. PARKS Date J'j. �Q' 4z?*/_40DRAWN BY: SRDDEPUTY DIRECTOR OF PUBLICWORKS BUILD OUT TRACT N0. 23143-6 Completed C►Vt\1 DateDESIGN BY: SRD 19744 930 0S LOTS 709 74 AND 75 CAL R.C.E No. Expires ., 12-31--05 R.C.E No. Expires BY: Sheet 2 of 2 a CHECKED PWK