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Home My WebLink AboutTract Map 30264-10 Lot 21-62 Precise Grading GRADING NOTES � CITY O E M E CULA EXPOSE 1-1/4" PORTION OF ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & �Q� THREADED ANCHOR BOLT SEDIMENT CONTROL ORDINANCE N0. 04-04, AND, IF APPLICABLE, TO THE STATE WATER �P PRECISE GRADING P RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 3 16 NP 2, BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%a DRAINAGE �9 REDHAWK PKWY PO R■ PH�S E 311 P H�S E 5 � PHAS E 6 AWAY FROM THE TOP OSWALES SHALL BE A F I GRADED SLOPES.P FINISH GRADE HALL SLOPE AND BE CONST'RUCTED A I AWAY FROOF 2 M ALL ��F �`��• pQ' EXTERIOR WALLS AT NOT LESS THAN �" PER FOOT FOR A MINIMUM OF 3 FEET. 7'R. 30264-10 LO TS 2'1 -�2 �-- �9 �P WOLF VALLEY ROAD 2» 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. O PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR <<c^`amu` cyAN�q PROJECT SITE 1/2" x 6" GALV. ANCHOR BOLTS 4' STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT TR 30264-10 SET IN CONCRETE (4 TOTAL) SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. RAINBOW CANYON � 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, ROAD �o � 3�` ' �� SOIL ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FMS HAVE a �2 BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL VICINITY MAP SEE DET. ABOVE FILLS OVER 1 DEEP. NOT TO SCALE 8 13 3� �oyo�. 3? A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CIN OF TEMECULA S PUBLIC WORKS � �gNyoH V-0" MIN. g' DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN i � wq � ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING FLOOR PLAN 2X FLOOR PLAN 2 8 �' 4 �g y FLOOR PLAN 1 FLOOR PLAN 3 PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / 2928 S.F. 3357 S.F. 3357 S.F. c`39 3605 S.F. s ' 's �7 $� 1 � FILL SLOPES. 50.0' 50.0' 50.0' 48.0' 4 e 2� � do Q S�, S� ' � �. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. so �� 3• ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE �'� 42' . ��' �� ": ' .:• 8• PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING INC., •'' "' DATED MAY 219 2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE `o 0 19 �'� � � � SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION � � No-I � 1 20 - g� 4� �' '�4 �.. 3�-8» -� DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN INDEX MAP �'�' �� , CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. SCALE: 1" 200' �' 0 '. '. ' � 6 2�, 2� 5 � 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN ' LOGGER 7RqIL OR. SECTION B-B ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION, THIS INSPECTION 18.0' Rpt R8,p 16.0 /�-- MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. IIII• 0 MIN ,�YP. 0 MIN 4' MAX. �O 24' MAX. ABOVE PAD �(, PUBLIC WORKS DEPARTMENT PHONE: (951) 694- 6411 HIGH POINT = PAD ELEV. - 0.22 P L � VARIES WITH SLOPE DOWN DRAIN CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND HOUSE PLOTS. 10' SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING SCALE: 'I=40� y y PROVIDE 3/4"x2" NOTCH IN HEADWALL THE GRADING PHASE. MODEL TYPE � ,_._., AND DOWNDRAIN TO RECEIVE GRATING 1'_g„ POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WHERE APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN MAX. 17Z z LOT NUMBER FOR RE�►R YARD SLOPES GREATER ACCORDANCE WITH CIN CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES DEEPENED FOOTING N °� ELEVATION TYPE 'THAN s IN VERTICAL HEIGH�r CONCRETE HEADWALL OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK A PER PLAN P � FINISH FLOOR ELEVATION SECTION A-A PIPE SIZE AND FLOW PREVENTION DEVICES PER THE U.P.C. 35 o.5s ABOVE PAD ELEVATION) NO SCALE TYPE PER PLAN •• , ; ` 4» FILL MATERIAL SHA!! NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND FIAS HIGH POINT = PAD z 3CR INV. ELEV. 12, BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL IF �s� L 5' MIN. FF=1068.88 PAD ELEVATION __ �ELEVATION-0.2 MIN. PER PLAN I 8 STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED THE TERRAIN MUST PAD=1068.30 P�! � s 4' M� 5' MI S MIN. : • BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A MUDSILL REGISTERED CIVIL ENGINEER, S01! ENGINEER OR ENGINEERING GEOLOGIST SHALL APPROVE I I PLACEMENT OF FILL. LENGTH OF DEEPENED M �0 N MIN. MINIP " g�_� ��__ FOOTING (D.F.) - g g' g� ENHANCED ELEVATION -O UPPER PAD FINISHED MUDSILL SECTION A-A 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES PAD ELEVATION M1t�. 14. PAD ELEVATION IM• PER PLAN PROPERN UNE �" ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING • :, g"M�N, SURFACE AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING C�- �C RETAINING WALL, 6 -L LOWER PAD GRADING OPERATIONS. � WHEN REQUIRED, , ,-r- ' 's •' ae a� BY SEPARATE PERMIT c°Fv=1068.38 e IN. WELD WASHERS TO REMOVABLE 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. s B� - B � GARAGE FINISH FLOOR ELEVATION � 2� MSN' " � GRATE (4 TOTAL) e RIGHT-OF-WAY 20� MAX. 6 MIN. 's' 15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A ��AX• A A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND o CURB g 0 0 � e P� SECTION 13-13 COPE VARIES 3 16 FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 2:1 MAX. .� R/W � � TYPICAL LOT NO SCALE 4" fig. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE NO SCALE _ ' MIN. P��' ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL 8E GIVEN. IF AN ELEVATION WITH MUDSILL RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABQVE ' ' MIN. FINISHED SURFACE THE ADJACENT GROUND SHALL BE GIVEN. TYPICAL SIDE YARD DRAINAGE, Ole NO SCALE LEGEND #4 caLv. SUPPORT #4 PERIMETER EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE 8Y THE REQUIREMENTS BARS 0 9" O.C. SUPPORT BARS ��• OUTLINED IN THE CIN OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL FS FINISH SURFACE Q SHEET N0. • LUDING �° � "r g ?P4ADHERENCE TO THE STA'TEORDINANCE NO. 04-04 RNPDESuPERMIT FOR CONSTRUCTION PROJECT,T THE DURATION OF THE ACTIVITIES, F APPLICABLE. • �N� 2 AXARIES FOOTING TO BE DEEPENED TC 70P OF CURB PAD 1200.1 PAD ELEVATION .� {-�--2 FL FLOW LINE ELEVATION -- TRACT BOUNDARY � 4 -� 4" EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. O� � p� INV. INVERT JX MIN.. � #4 GAlV. BARS 0 18' NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SN,�1LL BE PERMITTED. 20 � FF FINISH FLOOR 03 MAX. MIN. 3" O.C. WELDED TO ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO LENGTH OF RETAINING WALL PLAN VIEW BARS• #4 SUPPORT 190 COMMENCEMENT OF ANY CONSTRUCTION/GRADING. i DEEPENED FOOTING (D.F.) GFF GARAGE FINISH FLOOR SECTION C-C. NOTES: 1234.0 FLOW LINE ELEVATION EXISTING CONTOURS NO SCALE 1. GROUND SHALL BE PRE-WETTED TO THE SATISFACTION OF THE ENGINEER 20, THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A i F.F. ELEV. F.L MEMOPROPOSED CONTOURS PUBLIC RIGHT-OF-WAY. PRIOR TO PLACEMENT OF CONCRETE. VARIES, 6" MIN. TO G.B. GRADE BREAK DEEPENED FOOTING 6" + EXTRA DEPTH FOOTING NOTICE TO CONTRACTORS 2. MATERIAL FOR CONSTRUCTION OF DOWNDRAIN SHA!! BE CONCRETE 21. APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION F PER PLAN, MAX. -�- STREET LIGHT ER ENHANCED REAR CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR REINFORCED WITH 6% 6 W 1.4 x W 1.4 WELDED WIRE FABRIC. ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION, UPON REQUEST, THE PAD ELEV. 2g FIRE HYDRANT � ELEVATION JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY 3. DOWNDRAIN TO PIPE TRANSITION SHALL NOT BE USED WITHIN APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CIN ENGINEER ?p M/ � ENHANCED SIDE OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALE APPLY CONTINUOUSLY ROAD RIGHT-OF-WAY. FOR REVIEW AND APPROVAL. 9',yq 12 MIN. TW TOP OF WALL ESR RIGHT ELEVATION AND NOT BE LIMITED TO NORMAL WORKING HOURS. AND THAT THE CONTRACTOR SHALL -k DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY 4. GRATE SHALL BE HOT DIP GALVANIZED AFTER FABRICATION. THE ISSUANCE OF THIS PERMIT BY THE CIN OF TEMECULA DOES NOT IMPLY OR PROVIDE � 7F TOP OF FOOTING ENHANCED SIDE AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF 22• ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF 2 DETAIL NUMBER ESL DEFT ELEVATION WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE 501.E NEGLIGENCE DOWNDRAIN AND PIPE TRANSITION DETAIL STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE NOTE:THE EXPOSED PORTION OF THE DEEPENED FOOTING 3e SHEET DETAIL SHOWN OF THE OWNER OR ENGINEER. N.T.S. CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE SHALL BE FORMED: CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. nP. EXTRA DEPTH FOOTING PLAN EARTHWORK QUANTITY ESTIMATE UNDERGROUND STRUCTURES NOTIFICATIONS OWNER/DEVELOPER: � N.T.S. ALL UNDERGROUND UTILITIES OR STRUCTURES REPORTED BY THE OWNER OR OTHERS LENNAR HOMES CUT FILL AND THOSE SHOWN ON THE RECORDS EXAMINED ARE INDICATED WITH THEIR THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 40980 COUNTY CENTER DRIVE, STE. 110 C, UNDERGROUND SERVICE ALERT APPROXIMATE LOCATION AND EXTENT, THE OWNER BY ACCEPTING THESE PLANS OR 2 WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: TEMECULA, CA. 92591 3 EXCAVATION 2100 C.Y. PROCEEDING WITH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND PHONE: (951) 719-3420 EMBANKMENT 2100 C.Y. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE CIN OF TEMECULA DEPARTMENT OF PUBLIC WORKS (981) 694-6411 FAX: (951) 296-6495 CALL: TOLL FREE OF UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT SOILS ENGINEER �+Q SUBSIDENCE INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT UNDERGROUND SERVICE ALERT: 1(800) 227-2600 PACIFIC SOILS ENGINEERING INC. O �.. D a9 " OI 7(�l` SHRINKAGE REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE 1--,800--o227-1600 DUE PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND BASIS 0 F BEARINGS 7715 CONVOY COURT f /� � IMPORT/EXPORT ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL BE THE THE BASIS OF BEARINGS IS THE CENTERLINE OF WOLF VALLEY ROAD SAN DIEGO CA 92111 O IF)l S " 0716R CONTRACTORS RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES 858-560-1713 � 7W0 WORKING DAYS BEFORE YOU DIG TOTALS 2100 C.Y. 2100 C.Y. CONCERNED BEFORE STARTING WORK. PER MAP RECORDED IN 800K 220 PAGES 40-50 INC IE. N51'59'23"E 858-560-0380 FAX LD 06 1 08GR �►�- CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK -�-�--� � aFEssi11,614CDrowin No. ` R o It & Foreman Inc. RECOMMENDED BY: �' ��SCALE Q kq �: �' � DEPARTMENT OF PUBLIC WORKS 9/22/08 C� 1 RSV. ELE�/�TlONS LOr 39 q7��2 D/70a RIVERSIDE COUNTY 600-62-69 1970 �� c � Engineering•Surveying.Planning•Landscape Architecture CONTRACTOR R,EI/. Holle.,16 l�L07'� L 35 37 BRASS DISC SET 1' EAST OF CONCRETE POST MARKER HORIZONTAL ,� Three � 2 PhB.e 951 294-9300 e. 2�Fax. 981u 294-9301890 ACCEPTED BY: � �' �: o 4� ��jL STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD c� NO. 16526 m RONALD J. PARKS PRECISE GRADING PLAN 1 � Q 2y D°l CMZ A?. REV, �/ U�� P(..OTS 0 9lo E FROM POST OFFICE AT TEMECULA 29' N.E. OF THE AS SHOWN � ExP. s-3o-o� � PREPARED BY. DEPUTY DIRECTOR OF PUBLIC WORKS � � __ POR. PHASE 3, PHASE 5 & PHASE 6INSPECTORPAVED ROAD 5' N.W. OF TEL. POLE N0. 6295, C.W.T. 3' *�n * �� ,� �l- T. 2 S.W. OF 36' CONCRETE STANDPIPE. ELEV, 1039.378 �R71CA! y�, �� `� ED W. DOERGE� DATE. �, TR 30264-1� 'S DATE COMPLETED � °F -CAL� R.c.E.No. 16526 EXP. DATE 6-30-07 R.C.E. No. 19744 EXPIRES 9�30Z07 `�� LOTS 21-62 SHTo 1 OF J , / o - '�• � TIN NQTES, . 01.7 25 FG - -REMov, E-�oeeRAiN-AN --ems Rue�o eRAtw" • fie--RIPE-TRA�TI PER-r-D&TAIL--ON-SME��If w 7 26 �y - ��:-•rI �GRA1N-•E•i�hGE-6--�-E-XI �- r �. o 0 7p 00 o� 3 �REfNF�3R�tN -•.T -BE--TIF.9--14Ta-NEVI-C�TRUQT1 16 0o 0 �� 00 o .,� .p�° g 3 INSTALL 4 P.V.C., SCHEDULE 40, DRAIN 6 IS p `t' .1 y y � �• CONSTRUCT PRIVATE DRAIN THROUGH CURB PER ^• 08 �•o� 'S �o o^� �i DETAIL ON SHEET 4 ,moo 00 0 o �, o. � o y n p ,S► o. oy iN T -•--MAI�II�'-'NtifA - EBAN�T F� ��il-�E� 4�}- �.,, 0 42 / �� oq a G `? 6 INSTALL END OUT FITTING TO CONNECT TO N2. -o � ' � o `' DRAINSTAR AKWADRAIN 8' b� '` � 01. � 0 y A � . 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