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Home My WebLink AboutTract Map 31946 Lot 31-32 Precise Grading CITYOF H WY 79 TEPAECULA PROJECT I& ml I lira 4: SITE GRAotma NOTES lyl I m Ito Im � 'OFA cG� Po 1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING. EROSION M P �A RY TRAILER_ 1 491 SALES LOT & SEDIMENT CONTROL ORDINANCE N0. 04 Q4, AND IF APPLICABLE, 70 THE STATE WATER RESOURCES CONTROL 80ARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. PRECISE VICINOWMAP GRADING PLAN 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1�. LEGEND NOT TO SCALE DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A 0000.00 MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH' GRADE SHALL TOP OF CURS TC SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOTFOR `\ � A MINIMUM OF 3 FEET. FLOW LINE � 1 3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2:1. HIGH POINT NP 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 104-YEAR FINISHED GRADE FG �� \ '� � STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED � SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREASTO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. FINISHED SURFACE FS \ � "-- �---/ ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL TOP OF GRATE TG00- 5. � 1� ENGINEER, 5OIl. ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL TOP OF FOOTING TF COMPAeTION REPORT FOR ALL RILLS OVER 1' DEEP. 27.$4 6" F.H. ASS'Y. ��,,,, PROP SED WOODEN- FE OODEN � 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMEGULA'S TOP OF WALL TW '�� LIMITS OF F� FEC PER LNDSCP PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH � � GRADING (IYP. � PLANS (TYP. ) GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF SLOPE TS � � � 2 .19 � 27.$0 � 27.80 ISSUANCE F THE G ~�"' - �G 2�.$0 0 E PERMIT. CERTIFICATION SHALL 8E T4 LINA, � � �1 FG �■t-�� Ula l� GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. GARAGE FLOOR GF 0000.0 Q ,�02 � E5 1� MY7wis 1 A 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN � � � �_ 28.13N27*76 <S4 � 27,21 ONE FOOT. PAD ELEVATION PE 0000.0 � � 27.80 1 � � � 9 �a� g �-�` EOP 27'2 � 8.01 �,'-� OP-G8 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE � FG 8 F� �. 1 •�% DG NOS*, �1 & 32 __ � �' � � � / , DRAINAGE DITCH PER PRELIMINARY S01l.S INVESTIGATION BY GEOCON INCORPORATED DATED 11/7/2003, FINISHED FLOOR FF 0000.0 1 I � 2�.05 cv147.7 27.09 \�� 1 TR. 31946 RG P TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE � � � 7 �pP FS 2 PE-1027.8 FL_ � r �\aa 10 � �� _ LAN PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN WATER SERVICE -Q 1 � - 2$.04 4 27�g� � 27,2 a� N ..., ! L006 006GR p �S RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN 2821 6 g� o S-GS 1 CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT, SEWER SERVICE -�S \� gyp. _ TYP. .3 �� 7(78P� , 7 9. THE CONTRACTOR SHAl.l, NOTIFY THE PUBLIC WORKS DEPARTMENT AT LAST 48 ��\ \ F$'� g 7 �� 8' 1 S (TYP', ) I '9 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION, DRIVEWAY � �. 0 _ � �, g 7,79 � g 09S- 1� � •� s I � $ THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE 6 9.3 FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951) 694-8411. SLOPE � � �� .�.�g'.� ,� /FS-GO -�I TYP. ) I .94 2g 86 10. CUT AND FILL SLOPES SHALL. BE PROTECTED WITH A COMBINATION OF EROSION SOT NUMBER 11 � ` \ � Epp29 4 30.44 � Q.0, ' `� � '^ EQp42 I FS EOP � RCWD �A�ILI � AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY C� � � � p°� � a - �. 3 sv d. 8 29.36 , 25.62 1 DURING THE GRADING PHASE. /lA � ` 1� - '�� ,�� 3 FS FL-G9 4, � PJ OT A PART op 11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, UNIT TYPE/ELEVATION i i � i i � i i 28• t9 30.4$ 27,58 A Il FG 9 F5-G8 FG A WHERE APPLICABLE, GROUNDCOUER, TREES, SHRUBS, OR A COMBINATION THEREOF R 28.52 RAMP WITH HANDRAILS �► P �SALES IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION, F'� PER DA SPEC TRA LER SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS INVERT ELEVATION IE � � , WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. ,�� 2$.43 FF=l 30*5 27,80124s.5� � � 24.2 11 A 12. FILL MATERIALS SHALL NOT 8E PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BACKWATER VALVES BW �� 3 � �o � �,G f� FG F ' 1 FL-68 � ,a9 BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF � � \ N 28.70 -GB G� � FS-G8 STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN AMOUNT OF EXTRA DEPTH � FG �p 1 � 15 TRANSITION MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIk. FOR FULk. SUPPORT, FOOTING REQUIRED OO � ? � � d' 13 � TO MATCH DWY. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL 's�, � g � APRON ELEVATIONS 20 0 2 APPROVE PLACEMENT OF FILL. EXTRA DEPTH FOOTING � \ 102 cvI 0 40 60 � � 131 .98 ,� 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES I ` . S ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING I � �''�+ SCALE: 1 °=20' AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING DRQP 242,g4 GRADING OPERATIONS. ' DROP GARAGE O•x 14. DUST SHALL. BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. � � � �y ,22 __- �N 15. STABILITY CALCULATIONS WITH A FACTOR OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS ADA ACCESSIBLE PATH � � �� -�-�" 20 3 ��jry (1.5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED OF TRAVEL CIVIL. ENGINEER,. SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION DEVELOPER/OWNER �� / �`�� '-�---� � 12 A��r c 1 � OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION CRETE (Ac)(WITH RESPECT 70 MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO NORTON CONTINENTAL � ,_,_, ._._. �.. __._ ___, "`-�--�...�..,.� o ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE A80VE THE ADJACENT 2280 WARDLOW CIRCLE, SUITE 100 � �- --'' GROUND SHALL BE GIVEN. CORONA, CA 92880 17. EROSION AND SEDIMENT CONTROL.: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS TEL: (951) 272-9000 FAX: (9g1) 372-9504 � ,.•�- ,,,.,. �' �`�`""--•--�...... �„�� OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION & SEDIMENT CONTROL ORDINANCE / �-- N0. 04-04 THROUGHOUT THE DURATION OF THE PROJECT,. INCLUDING ADHERENCE TO THE STATE NPDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE. ASSE:SSOAS PARCEL NUMBERs � ov, 3 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 961-010-016, 18 THRU 21 NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL. WATER COURSES SHALL. BE PERMITTED. w I 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO LEGAL DESCRIPTION CONSTRUCTION NOTES QUANTITY UNITS C9.- COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A THAT PORTION OF PARCEL 1 , AND PARCEL 2 OF PARCEL MAP 2 PAINT SOLID BLUE HANDICAP PARKING SYMBOL t EA. 8756 AS SHOWN BY PARCEL. MAP ON FILE INBOOK 34 PAGES � PUBLIC RIGHT-OF-WAY, 34 AND 35 OF PARCEL MAPS, RECORDS OF RIVERSIDE�COUNTY, 3 PAINT 4" SOLID BLUE HANDICAP STRIPE 4 2 . O ' O . C . 1 EA. EX, 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT CALIFORNIA. EXCEPTING THEREFROM ANY PORTION LYING @PAINT WHITE 12 HIGH LETTER STATING "NO PARKING" 1 EA. PM RG PLM DATA TABLE (LD06-006GR) AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS WITHIN PARCEL MAP 15568, RECORDED IN BOOK 85, PAGES 37 IN ACCESS AISLE ADJACENT To DISABLED ACCESS DISCOVERED DURING CONSTRUCTION, UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL AND 38 ON PARCEL MAPS, RECORDS OF RIVERSIDE COUNTY. PARKING VISIBLE TO PARKING OFFICALS I�0 BEARING/DELTA RADIUS LENGTH TANGENT ADA PATNA BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. PARCEWL 1 ,2, AND 3 OF PARCEL MAP 15568 AS SHOWN BY MAP g CONSTRUCT 3"' A . C . OVER COMPACTED FILL (>90%, >>s TON 1 N 73°58r53�' E -- 53.87' -- �� .OF TRAVQ. 2: 1 22. THE ISSUANCE OF THIS PERMIT 8Y THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE ON FILE IN BOOK 85 PAGES 37 AND 38 OF MAPS, RECORDS OFZ � SLOPE RIVERSIDE COUNTY, CALIFORNIA. >95% TOP 1 . 0 ' OF SUBGRADE) OR AS RECOMMENDED BY 2 97 29 11, 16.00 27.22 18.24 2,_� 2, � AND CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF SOILS ENGINEER 3 N 84 32 35 E -- 17.99 -- 4► �2 1-12 � STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE 4 N 25 27 25' W -- 84.00 -- � � CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE , NOTICE TO THE CONTRACTOR 7 PAINT 4 SOLID WHITE PARKING LANE 126 LF. g N 84 32 38 E -- 24.60 -- EOP �, EOP Q CLEARANCES FROM THESE AGENCIES PRIOR TO ANY 517E DISTURBANCES OR GRADING, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR 8 INSTALL WHEEL STOPS (TYP. ) $ Ea. 6 30*00'00" 3.00 1 .57 0.$0 N � N 25 2� 2s w -- 5.oo TYPICAL SECTION Am=*A � STRUCTURES ' SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF THE 9 MIN. ONE ( 1 ) 21 10 BC FIRE EXTINGUISHER TO BE t EA. � -� 8 N 64 32 35 E -- 21 ,p0 -- N.T.S. � BA$I$ OF BEARINGS AVAILABLE RECORDS. APPROVAL OF THIS PLAN BY THE CITY OF TEMECULA,, INSIDE SALES OFFICE g N 25'227025" yy -- 92.46 � EASTERN MUNICIPAL WATER DISTRICT AND RANCHO CALIFORNIA WATER Ul CONSTRUCT RESIDENTIAL DRIVEWAY APPROACH PER 1 EA. 1p 9g 2g' �g' 44.00 7$.36' S1 92' � THE BEARINGS FOR THIS UR�/Ef�ARE BASAD ON THE DISTRICT DOES NOT CONSTITUTE A REPRESENTATION AS TO THE ACCURACY OR W LINE BETWEEN TION "TRAK" AND "3103" (POSITIONS COMPLETENESS OR THE EXISTENCE OR NON-EXISTENCE OF ANY UNDERGROUND C. O. T . SNO . 207Fl1LN_ 73°88 35' E -- 46.76 -- LD06-130GR Q --• ---- -- SER-NArTIONRC GEODETIC SURVEY, NAD83, EPOCH UTILITY PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. THE �2 WATER AND ALL WEATHER ACCESS ROAD SHALL BE IN 1 EA. � CONSULTING 1995.5 AS SHAWN ON THE MAP FILED IN BOOK 102, BUILDING AND SAFETY z CONTRACTOR IS REQUIRED TO TAKE ALL DUE PRECAUTIONARY MEANS TO PLACE PRIOR TO COMBUSTIBLES ON SITE . THE ROAD PLANNING ■ DESIGN r CONSTRUCTION PAGES 50 THROUGH 65 OF RECORDS OF SURVEYS IN PROTECT THE UTILITY LINES NOT OF RECORD OR SHOWN ON THIS PLAN, WILL SUPPORT 80 , 000 LBS AND BE ASPHALT OR REVIEWED FOR COMPLIANCE WITH THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE CONCRETE TITLE 24 DISABLED ACCESSIBILITY QNLY 40810 COUNTY CENTER DPoVE,surrE wo COUNTY, CALIFORNIA, BEING N 30'58'16.14" W. 1100, J TEMECULA,CALIFORNIA 92391-6022 sbte7e.soa2 • FAX ssts7e.724w • www.ReF.com 13 CONSTRUCT 6" AC BERM PER C . O . T . STD . 214 as �. APPROVED BY: I/ �O� v NAME DATE Q CONSTRUCTION RECORD DATE BY REVISION$ DATE CCD BENCH MARK Q ON DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. � SCALE ��F�ss1 AMC AMC MT RECOMMENDED BY: DATE: �� o� CITY OF TEMECULA D��M� � PUBLIC WOR6(8 a O CONTRACTOR HORIZONTAL ,�� `yZ � y �� e� �, PLANS PREPARED UNDER THE SUPERVISION OF I7'LL�.J��1f:t�c� M AS NOTED Co i No.44341 � m � ACCEPTED BY: GATE: ��o O6 � 7 �G� TRACT NO. 31946 9 INSPECTOR SEE PAGE 1 � gyp, g_�� .-.C.�. - DATE: lllD1 � d�tc RONALD J. PARKS �,. �� r,,r TEMECULA LANE �' � ��y�� ,� WILLIAM D. KELLER DEPUTY DIRECTOR OF PUBLIC WORKS �z�"''Y� �;::�� ;ra::A:� BALES TRAILER PRECISE GRADINO PLAN DATA COMPLETED VERTICAL ��@a R.C.E. N0. 44341 6-30-07Y �� a AS NOTED Of E A1.� EXPIRES: R.C.E.R C E NO. 19744 EXPIRES: 9-30-07 , ��se$� o °�'"�r°Q SHEET 1 of Yt 1