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HomeMy WebLinkAboutLot 40-52 Precise Grading GRADING NOTES 1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES Traiat N4om 30669 1 GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A HAS 5 215 MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL �! �T SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR ■ A MINIMUM OF 3 FEET. 3. MAXIMUMUT N Precise ding P1 C AND FILL SLOPES SHALL BE 2. 1 . Gr an 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR • ■ STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADEDIn CIty SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS of Ta te o a iami a TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. 15 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, 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. DANB` �E 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S COURT ALBANY GA PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH COURT COU R LLATIN GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO G � COURT ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE ELEVATION AND LOCATION OF CUT FILL SLOPES. a 7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN (jam ONE FOOT. Q Re BELLEVUE DRIVE - � 8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE / PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES A DATED 2/12/04. V 7R. 30569-2 / TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN _ VICINITY MAP CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 62 6 3 1 TNOT TO SCALE 9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 6 4 6 5 6 6 6 7 6 8 6 9 7 0 71 7 2 7 3 7 4 7 5 7 6 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. / 2 7 7 THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694--6411 . / 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY A / DURING THE GRADING PHASE. 11 . POST-GRADING ACTIVITIES SHALL INCLUDE BUT NOT BE LIMITED TO INSTALLING WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF 4 1. �� v IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. 1 42 r 4:3 44 45 4G' 474849 50, SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS � �////J/� / j WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS - BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF HIGH POINT STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN PAD ELEV. --0.?' MIN. MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. A A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL PASADENA DRIVE \ R APPROVE PLACEMENT OF FILL. \ z K z 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING I AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING L Qv ~- ( 10'IV. 10' GRADING OPERATIONS. (� -le T 7R. 30 6 g 6" MIN. I I O(/RT �R TR. 30 f 6 MUDS ILL I VARIES �� B AR S*** B C RI SC I 14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. Iff * ARIES "i V BALBOA IN GARAGE AREAS I '�"�"�` W0 16% 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS DRIVE GARAGE FLOOR SILL IS 6" MIN I I ( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED ABOVE GARAGE I PAD PAD I CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL FT FLOOR SLAB Z FF Z z FF z SLOPES OVER 30' IN VERTICAL HEIGHT. >r< K I 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION GARAGE DI (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ,► '�- 3;-7 ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT SCALE: 1 = 50 I z 1 z I GROUND SHALL BE G I VEN. LEGEND I Z o ao? o ~ I LOTS INCLUDED a Boz �' rox,fix 17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS 0000.00 .�- M4x OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES TOP OF CURB TC THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES 12" MIN. ABOVE PAD ELEV. R W PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. FLOW LINE 18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. HIGH POINT HP ROUND OFF TOP TYPICAL SIDE YARD DRAINAGE NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. DRIVEWAY P/L DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO FINISHED GRADE FG - - 5' WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. COMMENCEMENT OF ANY CONSTRUCTION/GRADING. SLOPE OTHER PORTIONS OF THE STRUCTURE (PATIOS, PORCHES, FINISHED SURFACE FS - - - - ENTRACES) MAY BE SETBACK A MIN OF 7' . 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A LOT NUMBER 11 DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE PUBLIC RIGHT-OF-WAY. TOP OF SLOPE TS CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 21 , APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 1A VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS TOP OF GRATE TG UNIT TYPE/ELEVATION THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN o DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL \_ESECTION A-A 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES to BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. TOP OF FOOTING TF FOR REAR YARD SLOPES GREATER IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A 6; INVERT ELEVATION IE THAN 5' IN VERTICAL HEIGHT MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL 14- 22. 22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE TOP OF WALL TW ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. 0 ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF BACKWATER VALVES BW STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE o CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE GARAGE FLOOR GF 0000.0 EH R T CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. ENHANCED ELEVATION TYPE- ❑ 42' 42' 42' P/L PAD ELEVATION PE 0000.0 6 MIN. VARIES *** VARIES *** " VARIES O *** 0 " 6 MIN. AMOUNT OF EXTRA DEPTH 3' MIN. 1 ' 1 ' 3' MIN. 3' MIN. 1 ' :2 FINISHED FLOOR FF 0000.0 FOOTING REQUIRED 1 2 MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. " 0 CONSTRUCTION NOTES & QUANTITY ESTIMATE FGF 6 MIN, NO. ITEM QUANTITY UNIT WATER SERVICE ---� EXTRA DEPTH FOOTING o o '� FG FG 0 d; n u° n 3 EXTRA DEPTH �1 LOT GRADING (12 LOTS x 50 C.Y.) 600 CY SEWER SERVICE DROP ►� FOOTING :� o O.X � DROP GARAGE 12" MIN. 12 MIN. =PAD ELEV-FG LO �2 INSTALL 3" P.V.C. SCHED. 40 213 LF � L..j2: 1 MAX. ,� WHERE NECESSARY v, �3 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 14 EA 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 12" MIN. 6" MIN. _ 4 INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT 15 EA 21% MAX. MIN. 21% MAX. 2% MIN. INSTALL 4" PVC SCHEDULE 40 65 LF TYPICAL FOOTPRINT SECTION B-B 21% MAX. SECTION C-C a SCALE: 1" = 40' SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTESSEE TYPICAL SIDE YARD DRAINAGE w DETAIL NOTES V) UNDERGROUND SERVICE w ALERT PLANNING ■ DEMON ■ CONSTRUCTION SOURCE OF TOPOGRAPHY OWNER DEVELOPER BASIS OF BEARING NOTE ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. GREYSTONE HOMES z CALL TOLL FREE 27565 Y �� surto 4W647 N. MAIN STREET, SUITE 1 A 40980 COUNTY CENTER DRIVE STE. 110 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST -800-422-4133 1cuLA,CALIFORMA 92591-4679 ct R I VERS I DE, CA. 92501 TEMECULA, CA 92591 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN i CONSULTING 909.676.8042 - FAX 909.676.7240 - www-RW-can (909) 686-5103 ON A MAP OF TRACT NO. 29286, MB 298/86-89. _j J DATE OF PHOTOGRAPHY 8/5/98 (909) 719-1464 0 TWO WORKING DAYS BEFORE YOU DIG L D04-118 G R Q CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC D BENCHMARKSCALE �,OF�SS10DESIGNED BY DRAWN BY CI-ECKED BY Drawing No. o *'� R. CARDEN SCHAUBERT/R. CARDE J. TANNER RECOMMENDED BY: DATE: !/ os CITY OF T DEPARTMENT OF PUBLIC WORKS Q 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ��� Q, TAN, f, Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�� r a, Plans Prepared Under The Supervision Of no EASTERLNTY BEOFHTHERCENTERLBNEROFESR1797AT o AS NOTED ►� No.so132 ACCEPTED BY; DATE: L�` o '' PRECISE GRADING PLAN Inspector THE SOUTHEASTERLY CORNER OF THE BRIDGE � Exp. ����� � -- - Date: d DEPUTY DIRECTOR OF PUBL I C WORKS TRACT 30869 1 OVER SANTA GERTRUDES CREEK; 4.5' l C ` JOHN D. TANNER III RONALD J. PARKS _. Date Completed eted NORTHERLY of THE SOUTHERLY SIDE of THE VERTICAL ' rye LK. �,� -_ TITLE SHEET P CONCRETE SIDEWAELEVATION = 1097.163' N/A lF OF �kv R-C.E. No. 60132 Exp i res 6-30-06 R.C.E. No. 19744 Expires 9-30-05 f a fry•ate• PHASE 5 - LOTS 40 TO 52 SHEET 1 OF 3. c i TR 305592 68 69 70 71 72 73 74 75 PE 10:7.8 PE-110)7.8 PE=1108.7 PE-11018.7 PE=1110.3 PEW 11107.3 PE=1112.0 PE=1112.0 T- 77.01' 5.69 76 50.00 -" 50.00' 12� 11 7 48.57 14.3 �' � 17.4 10.7 .5 In 14 t 11.2 * \11.7 * 10.5 In 14 t 1 S.2 * - TS ;n 1 TS ,* n 1.Ox MIN. _� PE 1 13..7 TS �' FL- 09.7 TS, - - n TS �GB 10.7 _ - 9c 11.0 - ,n - 19.3 ") F -7 G - 0o Z 10.0 - "i FG o �-FP Q7v FG 9 1.3 TG 1 13.3cri o z 09.7 g. N CSP �� o °' o z 10.7 4.0't ® N 4 _ 11.9 t 0 4 0 62 IE 4 4t FG FGPO 77 t �- FG G z�!%) �� FG cv F cv 1 2 11.1 11.2 t ,ri _ F'E"=11 13.7 FG 10.2 I FG FG I 11.3 0 ii STEPS 00 2A FG 10.fi -i N 11.9 " 09.5 09.7 1 ./ FG s r 2 B 12.55 . FG FG z z 4 � FG �1 0 z z FG 0 10' 4 STEP FS 12.37 / V- ' 4 ® � 2 R 13.77 F FS TR 30669-2 M ^O � 3A o.sx ,. x o a� ® .22 � o J ' FF = 1111.0 ae ® �� J o o v °� 2.Ox FF = 1114.1 A8 09.5 -0 0 0 10.5 0 © 11.9 1 5" STEP 13.55 �$ 3 F PE = 1110.2 3 B FG o T ® FG PE = 1113.3 C, c J GF=111 .0 't 4" STEP .1 J - J GF=1111.0 't J T 11.8 LP 13.68 F FS F 45 0Q J I o 0 J Do 7.1 GF=1112.2 �-HP 13.3 FF=14.1 13.1 �.: , R OB.9 0.67 FS 10.1 0 6 0� R 09.9 _ � I FG 1 _� P... �,�.�. � _� I o 0 1C 13-3 EH cil ,3.3 © � 65.0 L 13.3 % r I FF = 1110.5 [-GB I FG _ -6 FF = 1111.5 �I _ _ 5 12.67' �1.2 � FS O 4 °D J PE = 1110.7 - J ©J f O 1 .Ox 1 j 11 g t FG FG � Q1 � PE = 1109.7 N o .4 �U4 .4LA- 9 FF = 1112.0 = 1112.7 No 4 12.0 TG 10.49 I E $ 1° C'd,1 z 2.Ox I 0 N. FF o �' x 0 10.6 PE = 1111 .2 I o 0 12.3 tp. lat PE _ 1.0% MIN. ~ I J 09.03 I 5" STEP J 10.03 I FG " J I cv u, `' c �_ • 1 S W 5 � 6 STEP M 12. r[� g �� 09.7 0 0. o� FS- -� 11.2 0 2 W o FS- 4' - 0 FG T " o © FG 11.70 FS � -ao S FS 6 STEP 8 tr GF=1111. TR 30669-1 _ ou- 08.5 s" STEP 4' GF=1110.5 F=11.o J I .s 1.0 FS o 1 11.2 I �, 6" STEP - r.f ti� •6� .1 �. F �cn o - ®� J O cn 10.0 .4 J �'Q 11.9 FS g. � - 1 r � ��...-�. 18 r � GB 09.8 ,,� 10.7 FG 10.8 0 12.20 T. ��.. 1111 W o FG 09.7 08.6 cr 4 STE S FG 4' o FG'1 FG 6 -� 11.50 4 .89 FG 10.51 1 W 08.43 T .94 �-GB °p _ `� FS o 09.43 T 4 -GB � °D ' 09.50 o N 08.51 0 08.35 I E 09.15 "� `� F- �4 0 16FS FS 2 .- - 50.00' FS 50.00 10.9 50.00 S 50.00 14.67 S $9 X076 v _ ti 49 14 LF09.03 \int--Z4 .44 4 STEPS 7 O 2.0x 2 $4 FS FS FS S P S F FS 1�• } _ ^ P:m 1 1 1 6 07.53 TC 3 FS 4 09.14 IE 08.87 W 09.41 4 10.1E FS W 4 �_. o 0 m - � N + TREE 2 14 LF x:� 3 09.69.IE_ c,r �'- -� �, n o �' O 2.0 u� 2 8'• N - a L I GHTI _.T - i O 2._0 __ cv ..- vl _ O 2.Ox co -- �» AV pR " �" 08.51 TC 08.53 I E 3 '` tiV 7 3 09.511 TC r 0 8 r' C iti 39 3 08.0 I E � � 08.07 I E g ;N - .05 I E �- Kw) >30:N u u f% r- + � + o 4Ncao J 30 04 c-VCh ; c-Y It 29 N GV� ce o �5 PE= ,o4,s PASAD DRIVE PE=1�W5. ryr, � .,� ^� 55 o^• o,�. �. �. �. �. �. e A� � c4' TR 30 559 PE=1113.E 56 F� EJ 1 PE-1113.4 57 p PF .::.1 1 "12.9 58 67 66 65 64 63 62 61 60 59 PE.= , 112.4 E PE-: 1 109.5 PEI::;i 1 .9 PE ::1 1 1 C�.2 PE: ::_1 1 1�J.5 PE=1 1 10.8 PE 1 1 10.8 PE=1 1 1 1 .4 PE="1 1 1 1 .7 PE=1 1 12.0 to LO vi v N O TR 30569 O 0 3 a rri 0 LO 0 a n 0 rn LI) W V) Q O a CONSTRUCTION NOTES NHANCED REAR ENHANCED SIDE BACKWATER LOT N0. LEVATION ELEVATION VALVE 4fi YES RIGHT-REAR NOT REQUIRED INSTALL 3" P.V.C. SCHED. 40 0 47 YES N/A REQUIRED Uj 48 YES N A NOT REQUIRED O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 49 YES N/A NOT REQUIRED 0 50 YES RIGHT NOT REQUIRED O INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT a UNDERGROUND SERVICE 51 YES LEFT NOT REQUIRED ALERT PLANNING ■ DESIGN ■ CONSTRUCTION 5 INSTALL 4" PVC SCHEDULE 40 z 5" SLAB PER FOUNDATION PLANS o Q 20 0 20 40 60 0 CALL TOLL FREE ■ ■ ■ 27565 YNN_z ROAD,SURE 400 1-800-422-4133 , A,CALFORNNA 921-4679 0 CONSULTING 909.676.5042 ■ FAx 909.676.7240 ■ www.11`18F.com GRAPHIC SCALE LD04-IISGR TWO WORKING DAYS BEFORE YOU DIG DESIGNED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC"D BENCHMARK SCALE �pIESSI0 Drawing No. o Q �'/ R. CARDE J. TANNER RECOMMENDED BY: DATE: �lu�os CITY OF TDEPARTMENT OF PUBLIC WORKS � ! R. GARDEN SCHAUBERT/ n TAIVi HORIZONTAL ,�� r �� Plans Prepared Under The Supervision Of rn Contractor r ,r ACCEPTED BY: 44)11z-1-L DATE: Z�' �� o� T PRECISE GRADING PLAN SEE SHEET 1 CID 1 - 20 9 d No.60132 �,/ a DEPUTY DIRECTOR RECTOR OF PUBLIC WORKS Date: TRACT 30559-1 i Inspector c t or Exp. 6/30/aa - RONALD J. PARKS � - � Q P JOHN D. TANNER III F PHASE 5 VERTICAL sf' c1�1� ����' _ �lr ----�9�;a-�-= BALBOA DRIVE - LOTS 4Q TO S1 a Date Completed jC�� R.C.E. No. 60132 Expires 6-30 06 R.C.E. No. 19744 Expires 9-30-05 f .� SHEET 3 OF 3 N/A OF C A��