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Home My WebLink AboutLot 36-42 Precise Grading h PRECISE GRADING PLAN TA T 42 OF TRACT LOTS 36 - NO. 25004 GRADING NOTES CITY OF TEMECULA, CALIFORNIA 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION dt SEDIMENT CONTROL PHASE 3 ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES SHALL BEA MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 'A" PER FOOT FOR A MINIMUM OF 3 FEET. - - - - - - 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. 4. PROVIDE, AS APPICABLE, CONCRETE BROW DITCHES TO CONVEY 100-YEAR STORM FLOWS, OR PROVIDE \� \ � ��N 77 GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 78 � 5. ALL GRADING SHABE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, � j \ � 79 76 r M OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. � � / � P� G 75 ' 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CIN OF TEMECULA'S PUBLIC WORKS DEPARTMENT A / \ P i WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING / i � \ 73 74 VICINITY MAP PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF W T/FlLL SLOPES. / � �` 61 � � , \ \y � � NO SCALE 7. FINAL COMPACTION REPORT WILL BE REWIRED FOR ALL FILLS GREATER THAN ONE FOOT. � 60 � �( � ��Z i� � a. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS Q, � � 62 " \ \Q 72 INVESTIGATION BY GEOCON, INC. DATED JULY 2, 2003. TWO SETS OF THE FINAL COMPACTION REPORT WHFSWALE 1% MIN. � '� ` `1 � �/�'�'¢� � V 71 SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT ICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. \�Q �� 59 LEGAL DESCRIPTION (PHASE 3). 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ADVANCE R � � 1 63 � � �� REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST 8E APPROVED PRIOR TO SWALE SWALE -- � �1 \ � � 2 \ LOTS 36 THROUGH 42, INCLUSIVE, OF TRACT N0. 25004 RECORDED BUILDING PERMIT CLEARANCE FOR EACH LOT. MaI$E � \ '��. 64 � � IN BOOK 345, PAGES 20 THROUGH 25 OF MAPS, RECORDS OF PUBLIC WORKS DEPARTMENT PHONE: (951) 694-6411 � 3� 11 ` � 58 � \ \ � 69 RIVERSIDE COUNTY, CALIFORNIA 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT CONTROLS TO � FRONT L� 4' AIIN. 1' ' ANN. LO ' -11 � 57 65 � PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. k 6�� '� `I 1 56 66 1� \ � � � N SOIL$ ENGIN,EER 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WHERE APPLICABLE, ,`� ^ � � �I 1 GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF IN ACCORDANCE WITH CIN CODES PRIOR TO �'' 18�I MIN. ,�c. 1 � � �� 55 � 67 r\ ,� � GEOCON INCORPORATED THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT -y % Mix. 41571 CORNING PLACE SUITE 101 IRRIGATION SYSTEMS WITH BACKFLOW PERVENT10N DEVICES PER THE U.P.C. EXIST. 2:1 SLOPE 20 �� 11 O 68 MURRIETA, CA 92562 PER ROUGH GRAD. PLAN - = T 1 53 54 � � 951-304-2300 PHONE 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF 1 52 P I WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF STEEP SLOPING TERRAIN OCCURS UPON 951-304-2392 FAX� i � .�1 � ^�, \ �\ �\ I WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL � \Y SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL GE TYPICAL 5WALE-SLOPE 11 � sub 22 APPROVE PLACEMENT OF FILL. LOT DRAINA LL. _ � 01NNER /DEVELOPER" 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. NO SCALE NO -SCALE - � �I 49 50 51 ' ' \ .. KB HOME BRIAN FREEMAN PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND DOWNSTREAM PROPERTIES FROM - � � 21 I I� SILT DEPOSITION AND PONDING WATER DURING GRADING OPERATIONS. � I 26201 YNEZ RD. SUITE 104 4 1 48 23 20 � � TEMECULA, CA 92591 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. PROPERTY LINE N 11 19 951-587-3310 PHONE CALCULATIONS15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS VE-TENTHS (1.5) SHALL BE 24 II � I 951-506-1722 FAX SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR FRONT SE1BAp( ZO' ANN. Z �' 47 18 1I �I ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. -y 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 10' PARKWAY � 1 U I� 46 z5 I � UENCHMARK: PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN & �' I 45 26 �� COUNTY OF RIVERSIDE B.M. N0. T-46-81 RESET 1997 SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH REPECT TO ADJACENT GROUND SURFACE IS REQUIRED, s, Ste' Qv� MAX - - � � I I�I 16 � FROM THE INT. OF RANCHO CALIF. RD. AND FRONT ST. N. �� II THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVE -�I 44 27 II SIREET �� - - 1.7 MI NW ON FRONT 5T./JEFFERSON AVE. TO THE INT. OF JEFFERSON AND WINCHESTER (HWY. 79), 2.0 MI. NE 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS OUTLINED IN THE - 15 � ON WINCHESTER RD. (HWY. 79) TO A BRIDGE OVER THE CIN OF TEMECULA GRADING, EROSION do SEDIMENT CONTROL ORDINANCE N0. 44-04 THROUGHOUT THE � - - 43 28 II II �) � BANTA GERTRUDIS CREEK, 55.5' E'LY OF THE C.L. OF DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, .F APPLICABLE. GERTRUDIS CREEK 4.5' N'LY OF 5'LY SIDE OF CREEK. . TYPICAL DRIVEWAY � 14 I WINCHESTER RD. AT SE'LY COR BRIDGE OVER SANTA 18 EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. NO OBSTRUCTION � O �3 II II � I OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. NO SCALE 30 W II~ II I i ELEVATION: 1097.163 19 ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY � \ � 12 Z CONSTRUCTION/GRADING. - � - - 31 W �� LIN II � �i TOPOGRAPHY 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC 32 ILIJ W '� TOPOGRAPHIC INFORMATION SHOWN HEREON IS TAKEN FROM RIGHT-Of-WAY. 10 � APPROVED ROUGH GRADING, STORM DRAIN, AND STREET II II � I IMPROVEMENT PLANS FOR TRACT N0. 25004 21. APPROVAL OF THESE PLANS BY THE CIN OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS 33 N ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED DURINGPHASE 3 pp 9 jig II � I EARTHWORK QUANTITIES CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CIN ENGINEER FOR REVIEW AND APPROVAL. N FILL 700 CY 35 34 8 II II � I cul 700 Cr 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR FEDERAL ENDANGERED I 7 SPECIES ACTS OR WATER QUALITY REGULATIONS. THE CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR MI� � � ) � � IMPORT/EXPORT 0 CY OBTAINING THE APPROPRIATE CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR Q ONIA LANE Z NI GRADING. � ��I � 2 3 4 5 6 � N�'173"W � %� IN= U �I� N139 �16��f 2 .00' I SH. 1 TITLE SHEET AND INDEX MAP y27"q � SH. 2 PRECISE GRADING PLAN LOTS 36 - 42 III N8 '301 'W7 � 423.82' ;.oq 'N45'01?0' W St Y PRIVATE adNmt'S NOTICE TD ]ME CONTRACTOR: TRACT NO. 21�500+�-/ � � "�2i�1RWI°� � THE EXISTENCE AND LOCATION OF ANY UNDERGROUNDTAED BY AnSEARH OF III j ANDREWS YInc. STRUCTURES SHOWN ON THESE PLANS WAS OB Medofer Engmeermg, AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO 28610 Midsummer Lane EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO Menifee, CA 92584 PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES INDEX MAP 909-816-5830/951 -301 -6792 fax OF AND ANY�DA AGEON ETOLTHESE N NES OR STRUCTURED IS RESPONSIBLE S. THE PROTECTION SCALE: 1" _ 150' WDID # 9 330322766 LD05-097GR medoler-engOcomcast.net Underground Service Alert S�'�' Drawing Na. CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK Designed By Drawn By Checked By 9 SCALE QROFESS/QA, M. M. M.Q.M. M.A.M.IIIII RECOMMENDED BY: DATE: S�r�� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS ti yF '�( Call: TALL FREE coM.xwr �zontd �� c� �°�,�s�, aan. Pr.pena Under sup.ryiNa+ a y ACCEPTED BY: DATE: ZG S TRACT NO. 25004 1 -800 �„P,�t„ rn SEE ABOVE AS SHOWN W E�,.�Z,�°,� 'MICHAEL A M DOF S 1� � �� J P�5 _ PRECISE GRADING PLAN ,c � Date: oeauTr ou�croR of auauc works v.�ic� * * � � .. .:..;:.., LOTS 36 - 42 227-2600 Date Completed NA sl,�rF CIV1� �� R.C.E. No. 47� Expires 12/31/OS R.C.E. No. 197M Expires 9/30/05 �?,�.A� �A� 3 Sheet � Of 2 �CA %F TITLE SHEET TWO WORKING DAYS BEFORE YOU DIG