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HomeMy WebLinkAboutLot 38-41 Precise Grading LEGAL DESCRIPTION : LOTS 30, 31, 32 do 33, TRACT NO. 23146-10, MP 314/1-12PRECISE EiRADIN (3 PLAN RPNCHo CA��FORW�q ROAD GRADING NOTES: �� ROAD G G Ho �` 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, �o PAUB o PROJECT SITE APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. VIA RAMI m RO CRE 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 176. DRAINAGE SWALES SHALL BE ALno O MCCAgE2 �,p m PACE s MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. w SANT\AG ROAD r� o mIR o 3. MAXIMUM CUT AND FILL SLOPES = 2:1. bir 4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. ~ bb2 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL MODEL SITE TRACT N08 23143 10 6 PIO PICO tiq ��y �o 0 CROWNE HILL ASTORIA CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION 'Oo,�ro(q OND RD. REPORT FOR ALL FILLS OVER 1' DEEP. R 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN HWY. 79 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, TO SAN DIEGO LOTS 38 41 ELEVATION AND LOCATION OF CUT FILL SLOPES. VICINITY AP 7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. (�P.L. NOT TO SCALE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. "? cv:2 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILSW 1 MIN. .� a INVESTIGATION BY PETRA GEOTECHNICAL, INC. (PROJECT NO 241-01) DATED 10-08-02 AND ALL ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND `--- SEE SHEET 2 in CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF V) r THE PRELIMINARY SOILS REPORT. 5' P.L. W A 5' MINS MIN. , 10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694--6411 AT LEAST 24 Irv= Q C MIN. w 5 w • z MIN. Z FOOTING EMBEDMENT HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION .~ - a 4 5 B 2� B 3, FL 2'�E DEPTHS SHALL CONFORM MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. O m 0 MIN. �- MIN. DE TH UBC SEC. 18061 A ow � MIN. � 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR A V Z REQUIREMENTS, I.E. 12" 7` - m m MIN FOR 1 STORY AND GREATER THAN 5 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN z Z FL18" MIN. FOR 2 STORIES. ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ::. _ co 3 ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. :' r MIN. x z co 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, ° ' 2: DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. ''4k s O * ,. • 6" MIN. 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, • -! z_ 2% MIN. * PAD ELEV. AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A a 20% MAX. REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ■ N 2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATER 20% MAX. 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE ■ IF SLOPE HEIGHT IS LESS THAN 5 SEE SECTION "D-Y' STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER ■ SECTION •A-A• AND DAMAGE TO ADJACENT PROPERTIES. PAMPA COURT 39 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. N.T.S. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY .��'U TYPICAL LOT DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST DRAINAGE DETAIL P.L. BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. N.T.S. w 5' 5 W 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE J MIN. � MIN. J SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES UNLESS OTHERWISE NOTED ON PLAN OVER 30' IN VERTICAL HEIGHT. * PLAN FOR DRIVEWAY GRADE SEE -i 3. FL * 18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING ,� m �^ m PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN MIN. SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS "`'' ' o L3 _z REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. . ,;' e '. �->.,.- PAD ELEV. Z MIN. �D " e FOOTING TO BE N Q 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12 ON CENTERS EXTRA DEPTH OF 2�� PAD ELEV. OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND = 38 PLANS (TYP) COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL - .. DIMENSIONED ON * Mq * PAD ELEV. 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 2% MIN. 6" MIN. 2% MIN. R..: 20% MAX. 20% MAX. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2- PER FOOT FOR '`v'1 SECTION •B-B• A MINIMUM OF 3 FEET (4y). N.T.S. 21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 22. A* tWRj6t Ifg1jALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF INDEX MAP �� � F.L. 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS 1 15'-20' TYP.40 w ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED 20 Q P.L. 10' MIN. J DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY WMENIIIIIIIIIIIIIi SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. GRAPHIC SCALE: 1"=40' 2. 6 0 24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES MIN. M m FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING THE PROVISIONS OF THE CALIFORNIA OR NATIONAL 3' ENDANGERED SPECIES ACTS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE 60' 49' 52' LEGEND z APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. c° :2AC - ASPHALT CONCRETE 25. WDID NO: 933S317203 BF - BACKFLOW PREVENTER 2g M/ MIN. DF - DEEPENED FOOTING N 2', 26. SEE APPROVED "WALL AND FENCING PLAN" FOR YARD AND PERIMETER WALLS AND FENCES. DW - DRIVEWAY p'f' �'' * PAD ELEV. --- FG - FINISHED GRADE FL - FLOW LINE PAD LO o, FS - FINISHED SURFACE SECTION •C-C' EARTHWORK QUANTITIES: � ■ ■ LO GB - GRADE BREAK 27: MIN. N.T.S. 20% MAX. CUT = 200 CUBIC YARDS (50 C.Y./LOT) __"`�`"� GF - GARAGE FLOOR a HP -- HIGH POINT a FILL = 200 CUBIC YARDS (50 C.Y./LOT) • ■ ■ INV - INVERT ■ TC - TOP OF CURB CROWNS HILL MINIMUM YARD SETBACKS: TD - TOP OF DIKE o TF - TOP OF FOOTING 2 op PLAN 1 PLAN 2 PLAN 3 TG -- TOP OF GRATE FRONT: 20' TO FRONT ENTRY GARAGE 2,891 SF 3,668 SF 3,962 SF TW - TOP OF WALL 10' TO SIDE ENTRY GARAGE OR LIVING SPACE - TRACT BOUNDARY a SIDE: 5' TO INTERIOR LOT LINES HOUSE PLAN LEGEND - RETAINING WALL (BY SEPARATE PERMIT) o 10' TO RIGHT OF WAY ON CORNER LOT 2= REAR: 10' TO REAR LOT LINE N.T.S. -- FLOW LINE �pp,X. PAD ELEV. T T - SLOPE (2:1 MAX.) BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING � 1 ' FORE90 - LOT NUMBER EROSION CONTROL BERM o y Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION 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: PLAN 4C - HOUSE PLAN TYPE o of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN FF=1109.67 - FINISH FLOOR ELEVATION INTERNAL SIDES IF SLOPES LES$_THAN 5 Call: 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 7 CHAIN LINK FENCE, 21 'x 16 AROUND S0. CALIF. GAS VALVES, 40 •N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22 56 23 W 40980 COUNTY CENTER DRIVE PAD=1 109.0 - PAD ELEVATION SECTION D D 1 -800pF P.P. (N0.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. SUITE 1 10 N.T.S. 422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. TEMECULA, CALIFORNIA 92591 LD03- 127GR k, TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. (909) 719-1464 m� CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE CITY O TEMECULA �Q�FESS/ 11KC AS SHOWN �Q3 DEPARTMENT OF PUBLIC WORKS Drawing No. M o K7 �``�'^ sq PROFILE SCALE RECOMMENDED BY: DATE. Contractor Inland Empire Division � 9 53613 0 22690 Coctus Ave M, Suite 300 Akrew VW@y, CA 92553-9024 (90) 653-0234 NA Inspector � t� e ACCEPTED BY: DATE: PRECISE GRADING PLANS N Date SEE ABOVE EW* 06/-V/W Plans Prep e Under Supervision Of \ RONALD J. PARKS Completed `�q CIVIL �P Date �� - 14 -05P DRAWN BY: JJJ DEPUTY DIRECTOR OF PUBLIC WORKS MODEL SITE TRACT NO. 23143- 10 CrPC CA��F DESIGN BY: JJJ LOTS 38-41 R.C.E No. 53613 Expires 06-30-03 CHECKED BY: MWS R.C.E No. 19744 Expires 9/30/05 Sheet 1 of 2 ii 1 88.23' 88.23' 146.75' L4.60 88.23' 36.30' 8584. 84.8 FG FG FG FG FG FG I I .py �+ 3. o z o z o z 82.82 INV 2 1% MIN. 179--MIN. I r• - 4I I I INV NIX Q b 84.1 / 85.18 HP-FL 'tlfi, -�- ---�__.. - 1z MIN, 'c�O FS I 3 (HANDICAP 2 82.58 INV / ry• `r •- '� , b' � PORTABLE TOILET CS41 tK S PLAN 3R I L7--'-"4 I ° s FF=1285.10 I I �,�. _ PAD=1284.60 z S 4.1 2 r MIN. I I g I HP-FL / 83.00 IN cv cv V , 40JK I( © D PLAN 1 I I I I I e Q FF=128s.3o •�1° o� PAD=1284.80 �' /�° 8.0' ry� LOT 4 1 I I I 2 84.8 � 84,1 00 17.2' •00 / Hp_F� FG 7 C-4 --- -- �ry I I PARKING LOT ° GRADE BREAK I I 8� /�° r\ 84.8� � PAD = 1284. 6 0 , 2 0 � � I 2.28 INV ° T I I I I z * I 83.4 07) ` �, cx+ P-FL �° V 1.0/ o� ° I 8 --%.. n°' 6 8 MIN. 1.Oz I I N I v' MIN. LZ0 O , 84 Op' - S � 4 I I �- F � � � 0 1 6 cbo °� Q•-1 1W I . Ik � 4 1.3X 5000' 00 IV Q � . o0 � iv 82 . 2. ` 2 TC � TC J % (PIPE .7 I / 0.7z) 17y 2�.so' I o INv 2 4• r 3 21.50' 83.00 INV o a I �� o G 3 1 1 F X 2 8 20 INV ©' �` •r N 4 d INV--OUT p 1 A m p a, + j 1 1NV-aUT 82 4 4 Deo 24 7' I 5 13 ¢ ,� U ° 1 V F-z d 8.0� I / � 0 39 22.0 �� PLAN 2ROD I F� 30co _.-.__ _� ...-�._._. � .._-.. ..... ..- . ..__-_.__. ._- __..... � ._--...._-... _.......___ _.-. . .� ....__-.._ ..._. .-. � µ... _......._.... „........ __.._..._ .- � --W ....�.... .......�. � I o 99 t„ FF-1285.30 � hh� 24.37' $�" FS 25.0' PAD=1284 80 �� _. _.....�-.. __. ......_ ,. 84.3 s O Sx.60% HP-FL 00 Z. 0.8PAMPACOURT ' PAMPA a F I 1 � aD k g INV •U1.0% A I / I n .s 2• � e� Ir ,� -.6.60%. b� �, 'S 8 ° S o �S iF ��` MIN s �, •," .�`L N O GRADE BREAK r ,...-M ,_ Op .�..._. FINAL BUILD OUT '� I �o � � I o } ^, 9.7' FG' �F`� / 8 3.40 TG �U LOT 41 1 INV-OUT 7PIPE a 0.8X) 3 ��` 5°' S v' ► 0 IN 4 0 2 -�- 4 82.28 INV o �� „ - 1 I - uT ��,F 490 v 1.5% �� . SCALE: 1 =20 i 2.3%4. .8% N C� 1 a' 84.63 w 3S N� g \ z 2 82 90 INV o i`v 2 4. r �,�'S «' �,�ry > p0S 9\ Q 83.13 IN I ��° °° FS OD PRECISE GRADING ¢ ,�, r °°�\'' sa 83 ry• I 1g d REMOVE UPON I F ®` ' HP-FL �Y \ \ BUILD-OUT CONSTRUCTION NOTES: A)* � �P� 84.x1 rtl1. ,�� 0, .V 8 4.2 5 0 LA FS �1 INSTALL PRIVATE DRAIN THRU CURB, STD. t �P�/ REMOVE UPON " z 12 gRE BUILD-OUT 2 INSTALL 12 x 12" DRAIN BOX do GRATE (NDS MODEL NOS. 1200 AND 1212 OR APPROVED EQUAL) ,Lai a 0 \ I ; " 2 \ ° • Q3 INSTALL 4 PVC (SCHEDULE 40) I 82.x0 INv \ ° CD 4 INSTALL e CLEAN-OUT co �!- cV l` „ x 83.7 \ -- _ 14.23 �,• F`? 0 5 CONSTRUCT 3 AC PAVEMENT I �o FL 82.64 p ,,.e o 3 \ s Q INSTALL CONCRETE CURB STOPS 82.3 ~■�� �� 82 S F $ \ 7 84. 4" WIDE WHITE STRIPING Q8 INSTALL REDWOOD HEADER 3 YtK 84-00 11\ �� 82.85 INv 2 50.00' 9 7' WOOD LATTICE SCREEN FENCE PER DETAILS ON LANDSCAPE PLANS 4� �� h 1 o F Q � Q5D 10 CONSTRUCT 19' RESIDENTIAL DRIVE APPROACH PER CITY STD. 207 ?s L �� 21.50 �� CD G 0. ���' $ G 11 CONSTRUCT 6" AC DIKE PER CITY STD. 214 4.3 o W Q I HP FL 12 INSTALL 4" PVC PIPE, PRIVATE UNDER SIDEWALK DRAIN p O �/ P-s J 1 N A HANDICAP SIGNING do STRIPING PER A.D.A. REGULATIONS M /��, ° 84.3 13 ,. ° ;► q HP-FL � � 03-95 T '�• Q_ 14 CONSTRUCT 4" THICK CONCRETE SIDEWALK, SEE LANDSCAPE PLANS �•8 83.15 INV 2 84.5g T �o FG 3 83.45 IN 2 6 �`L G * ULTIMATE DRIVEWAY CONFIGURATION. SEE LANDSCAPE PLANS FOR INTERIM --- --- - ''98 PAMPACOURT 153.42 Z•�s 85 0• Tc FLAT WORK TREATMENT. GRAPHIC SCALE FG LD03- 127GR z ( ) S IN FEET OREo Underground 3 20 o ,o Service Alert A NOTE: of Southern Califomie w LOT 41 MUST BE RE-GRADED, COMPACTED PARKING LOT DETAIL Call: TOLL FREE �� AND RE--CERTIFIED PRIOR TO ISSUANCE OF SCALE: 1" =10' 1 -800 - 20 A BUILDING PERMIT. SEE FINAL BUILDOUT Y DESIGN ON THIS SHEET. 422-4133 TWO WORKING DAYS BEFORE YOU DIG � CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Kv i t h C o m pa n i e s r PLAN SCALE M CITY OF TEMECULA E / AS NOTED DEPARTMENT OF PUBLIC WORKS Drawing No. M �+ RECOMMENDED BY: DATE: Contractor s Inland Empire Division PROFILE SCALE o - P CU 53613 22b'90 Cactus Avenue, Suits 300 Mbreno Malley, CSI 92553-9024 (909) 653--0234 NA LL Inspector SEE SHEET 1 � ACCEPTED BY: DATE: PRECISE GRADING PLANS - Date • ����� PI s Pr ed Under Supervision Of RONALD J. PARKS U' Completed `�9 crv►� ��' t� Date OS" DRAWN BY: JJJ DEPUTY DIRECTOR OF PUBLIC WORKS MODEL S ITE TRACT NO. 23143- 10 00 DESIGN BY: JJJ LOTS 38-41 0 R.0-E No. 536 Expires 06-30-Q _ R.C.E No. 19744 Expires 9/30/OS Sheet 2 of 2 F. CHECKED BY: MWS