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HomeMy WebLinkAboutTract Map 29929 Lot 29-38 Precise Grading GRADING NOTESTract 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Nion 29929 CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. ding 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE recise SWALES SHALL BE A MINIMUM Gr OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM n 15 215 OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . HAS 5 OTS 29 TO 38 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. • 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT -ateIn City of St lif a orni aaft SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY 7 PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS 1S OVER 1 ' DEEP. �E 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA L E G E N D ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH 0000.00 ORT COURT GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB TC ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. TOP OF GRATE TG '?s t 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG EDGE OF PAVEMENT EOP YSABEL SARNETT TOP OF CUT SLOPES. 9 I p 426ELEMENTARY SCHOOL 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FLOW LINE FL (3 ONE FOOT. _ HIGH POINT HP �I 7 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS INVESTIGATION BY: LEIGHTON AND ASSOCIATES FINISHED GRADE FG DATED AUGUST 15, 2001 . 28 �� ;: 4 9 ,` 3 N TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE FINISHED SURFACE FS `` �'N. ; '� VICINITY MAP ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- GARAGE FLOOR GF 0000.0 �1 �V� � � ':`r NOT TO SCALE ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. BRISTOL ROAD �, HIGH POINT PAD ELEVATION PE 0000.0 , \ PAD ELEV. -0. MIN. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING A DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- FINISHED FLOOR FF 0000.0 73 TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 4 4i S 4 B 4] z z EACH LOT. WATER SERV I CE W 4 , - �� \ \ 4 s TR 250"-1 I 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL �� � LOT a SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL SEWER SERVICE �S 4s `\',: `v1 \ I 10'gyp, �� BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE 47 4 D�P'f E>�f FROM EROSION AND INSTABILITY I N ACCORDANCE WITH CITY DEVELOPMENT DRIVEWAY 41 40 39 2 ;�, I VARIES B AR s*** B C RIESC I I *** ) * VARIES �� I CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. - - 1 73 4 \`\, \' I 12. NO FILL SHALL BE PLACEDSLOPE \ ON EXISTING GROUND UNTIL THE GROUND HAS - - - - ROAD I PAD PAD I BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS 4 �'��; FF FF z MATERIAL. LOT NUMBER ") 4 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 38 MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. UNIT TYPE/ELEVATION PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT A n�l� ] ROzOF FILL MATERIAL. ,� y I INVERT ELEVATION aoZ o i ' �+x 14. PERMANENURING OUDRAINAGH DENSTRUCRURESNSTEMPORARAND ORDROINOGETRONTRON OF BW �. $ ���Gs �o i� BACKWATER VALVES Q 5 \ SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 34 2g � R W ADJACENT PROPERTIES. ENHANCED ELEVATION TYPE- EH 4 \ 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED 5 3 2 7 \ TYPICAL BY THE DIRECTOR OF PUBLIC WORKS. AMOUNT OF EXTRA DEPTH SIDE YDRAINAGE FOOTING REQUIRED O s � 28 � DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE 3 7 2 WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE s] DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO EXTRA DEPTH FOOTING J~ 3 4 CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 3 VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED 2 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS ( 1 .5) s9 9 \ THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT 2 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. BOOTH BAY RO 21 MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- O R TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- g 60 VARIES *** VARIES *** TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 6 MIN. 6" MIN. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 3' MIN. 1 ' 1 ' 3' MIN. 100 0 100 200 300 6" MIN. MUDSILL MIN. MIN. MUDSILL 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE MUDSILL FG PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES FG OVER 15' IN VERTICAL HEIGHT IN ADDITION TO GROUND COVER SHALL BE IN GARAGE AREAS GRAPHIC SCALE E-11- - PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS GARAGE FLOOR SILL IS 6" MIN EXTRA DEPTH f = _�`, „�� LOTS INCLUDED FLOOR SLAB =PAD ELEV-FG 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT �f SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONSABOVE GARAGE FOOTING 12 MIN. E IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER WHERE NECESSARY12" MIN. �o 10.R. CONSTRUCTION NOTES & QUANTITY ESTIMATE GARAGE DETAIL 2% MIN• 2: 1 MAX. 6" TYP. 2% MIN. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT 21% MAX. MIN. 21% MAX. N0. ITEM QUANTITY UNIT LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. LOT GRADING ( 10 LOTS x 50 C.Y. ) 500 CY SECTION B 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTE . O Q200 INSTALL 3" P.V.C. SCHED. 40 PER PLAN 131 LF 42' 47.5 45.5 SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES 22, ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR I� CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS w TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. Q3 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 9 EATHAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS m 1 _ e e 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE Q CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 9 EA A MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) � THE APPLICANT r7 AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- co P ao VARIES *** /L 3 RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 12" MINABOVE PAD ELEV. REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTEDCn 3' MIN. 1 ' . o TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. ROUND OFF TOP MUDSILL MIN. 6" MIN. Ln a n FG EXTRA DEPTH w TYPICAL FOOTPRINT FOOTING .'0 Q�Fz =PAD ELEV-FG SCALE: 1 " = 40 ' 'Q F WHERE NECESSARY 2: 1 MAX. N 'o�q�}• c�,. 12" MIN. 6" MIN. �•, 2% MIN. Q SECTION A-A 21% MAX. f� PLANNINujG DESIGN 0 CONSTRUCTION .SOURCEOF TOPOGRAPHY OWNER DEVELOPERLn FOR REAR YARD SLOPES GREATER SECTION C-C B A SIS O F BEA RING NOTE THAN 5 IN VERTICAL HEIGHT SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES W PHOTOGRAMMETRIC SURVEYS, INC. LENNAR COMMUNITIES CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS a 27555 YNEZ ROAD, SURE 400 647 MAIN STREET, SUITE 1 A THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST TEMECULA, CALIFORNIA 92591-4679391 NORTH MAIN STREET, SUITE 301 THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS Z RIVERSIDE, CA. 92501 FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN A MINIMUM fi BELOW SWALE FLOWLINE. (SEE SOILS REPORT) o C O N S U LT I N C3 909.676-8042 FAX 909.676.7240 • www.RBF.com (909) 686-5103 CORONA, CA 92880-2006 ON A MAP OF TRACT NO. 29286, MB 298/86-89. Q DATE OF PHOTOGRAPHY 8/5/98 (909) 817-3600 LD03-IMR CONSTRUCTION RECORD DATE BY REVISIONS DATEACCT) BENCH MARKDESIGNED BY DRAWN BY CHECKED BY J SCALEQRp F E S S 1 pA�! RECOMMENDED BY: DATE: /Z` DRAWING �• o 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �O w C. J. EV RS JE/RLS MJB CITY OF TEMECULA Pu�uc U CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,�`�4 All, �f tea, PL S PR A UNDER THE SUPERVISION OF 1_-� COUNTY BENCH MARK T-46-81 RESET 1997" _ 3ul Q 9 ACCEPTED BY: DATE. �� � � o EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED W No.63494 2 o p o o O INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE exp ego%a '� DATE: �• �� J RONALD J. PARKS ' ��� C� ' ° a® LO OVER SANTA GERTRUDES CREEK, 4.5' MATTHEW C. HICKS DEPUTY DIRECTOR OF PUBL I C WORKS o DATE COMPLETED NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL �f' Cl V 1 t ,�ti� N a CONCRETE SIDEWALK.ELEVATION = 1097. 163' AS NOTED lF p� �11��� R.C.E. NO. 63494 EXPIRES: 9-30-06 R.C.E. NO. 19744 EXP I RES: 9-30--05 °r�'f" =iGAG=. LQ ' T a • � O 38 SHEET OF 2 i TR 29639-1 LOT 8 7.7455 nn' / 20.6 FG rn FG 20.2 19.5 18.6 14.62 .� N 20.4 FG FG FG F�'6 16.7 IN I TG Ft�-P rn _ FG I " M 8 $ _ I A 20 0 20 40 60 - o N 19.9 19.3 g S 17.4 I EA ---ME 20.6 g FL+�' r- •n FG `�' M FL-P "� 18.4 FL-FP '' rn I �� 20.6 20.6 '- 19.5 0 r 19.5 FL-+P 16.5 I 5 GRAPHIC SCALE y\'� FG FG 0 v ? .o z Ln be FG �' FG 18.6 0 �.. 17.6 N FL�-P o _ >>' 3 � 20.2 FG N FG I S/ 30' I I 20.2 FG FF 1120. z 17.6 O r 16.7 / 2 R oat 1 _ -z 18.6 c.; I MEH ,L C z © PE - 1119.5 FG FG FG 1 2020.6 r att I 1 ----! B 6 Z z _ 01 M �e I Z 6.7 FG FF = 1121.4 I 01 �., FG PE = 1120.6 H 3 3 ® z / 29! nH K MEH= 1R m 2R o PE „20.6 ? .1 B147 z - � C 1 R x I a II O/ 3 FG y o A o f z I x O O 8 I FF = 1118.4 B 20.6 u- = 01 - at o = FF - 1121.0 - 0 .1 FF = 111 o vl PE 1117.6 I FG " � PE - 1120.2 _ 8 O PE = 1118.6 0 - FF = 1117.5 °D 5 GF=1 0.9 " cv �'© O 0 PE = 1116.7 I o w /r 20.3 ` '0.[�i ©�•`�' `�• ;-5u O r O� r 1 r u I Z /// FG �h, V o FG 12�• p © 5 0 Lc) o© 2- I Q ^ C� 20.4 GF=1120.5 a� =111 8 9 � J S YSABEL BERNETT p� 0 c` 20.6 FG FG o 6 5 18.4} � 19.6 0 �1 20.2 GF=1117.9 0 =1117.0 19.5 5FG to6 � 5' 16.7 16.71Z w I!e ■ELEMENTARY SCHOOL ,/ „� �11�°'t Fc .6 .s s ry , ,8: T 3 FS.68 C6 N 0 FG 14 O I 20.2 7 Ir-I Fc bR 19 3 �` civ 0 5 n �J-LOFG 17.4 5� FG FG I Tc•� a co 20.4 �-t f $ - - cv 18.19 FG "�l �e I 17.4 FG G � � N ^ v o r- � rn 1 18.3 .5 FL--FP g 38.9 17 - 18.42 a `t `fit o N rn �9 2% 03 FS FS 3 17.83 rs �� FG o• 2 17. - P. 17.69 TG 3 - 17.31 r:cn 16.77 15.92 TG - �° ►� /� 24 IE f 17.19 I r,y 16.50 fi N 15.42 / / © w 01 FS - -- - _._ F� 15.42 I E FS 1 y$ s S 53.50 -5T.5b' S 2 � � 4' O 2x 45.00 S 6• 3 °' �'� 2 3 S 14'4 O X 8if ryo `t'- 'j• 18. 1 .63 TC 4 18.29 2 5' 0 2 w w 15.71 IE 2 ES 4. I 15' O 2� 2 EX. RETAINING wALL� \A/ � c��c� 10?x 1 .17 I E TC ;� 2 16' O 2 w w w r �. ab3 Fc '8 /i, - 1 FF = 1121.4 / w `� T. LIGHT (TYP.) 17.49 T 17. 1 7.37 TC - 16.67 15.85 TC I 4 4 4 1 .73 15.60 TG 14.83 14.39 TC TC - PE = 1120.6 EH 1 .8 �,�� 17.03 I TC .91 I E TC 15.39 I E T 15.14 I E 4 TC 4 13.93 I E r 20.1 /F �' •�.o 33 _7.0; 18 1112. 3 F RIM N19'11'24"E 2 STOWE ROAD CO 4 19.2 s .�� WATER Zg! F[.� 3.4% ^ ® o'�` h (CON w 18. u 2 R = cc:rbj 17.0 AT FF 1121.1 d; ' I PE 1120.3 20.1 6 F.H. 1" AV 1 � 3 �� 05.SS• c� cv . 39, a /CD IN 2 l h 1'0x .1 w 4 1F8510 .57 / a / N •0 MIN � ��X l .35 �3 aV 2.O,t 10 SSI N o � 19.9 '� 0 10 \ 21-77 0' ."� / 4" WYE AS REQUIRED ® .9 R/w FL--P Q 1g r` 9 FG �°' / FL OF PIPE 1/2n " SIDEWALK INSTALL ENHANCED REAR ENHANCED SIDE BACKWATER FOUNDATION d 3 `�.T ry� / 18.11 / ABOVE GUTTER 6 PLUG LOT NO. ELEVATION ELEVATION VALVE CATEGORY 10. �. TC �, / FLOWLINE + / INVERT ELEV. A 4" PVC 29 X N/A NOT REQUIRED III FG rF7; 1120.9 FS' moi 1 30. PER PLAN 2% 30 X N/A NOT REQUIRED III E 1120.1 1EHI B� ^ / 31 X N/A NOT REQUIRED III �, � r-'-- �•-� ��'• ter`•. - ry 20 m / 32 X N/A NOT REQU I RED II E °) 4� / 30 / �.: ti F;.u_..=::� :•�•'� =•�` •:�:= 33 X N/A NOT REQUIRED I a �+ /� 20 / 04 _ 1or Mr Do /ry / 4 X N/A NOT REQUIRED I cV 8. 16, ► N h 4 cy ry 1 / 35 X N/A NOT REQUIRED II o `O S S 36 X N/A NOT REQU I RED II 15' O 2% / INV ELEV PER PLAN 19.0 r�'* 2 8 W / CURB & GUTTER » " » 37 X N/A NOT REQU I RED I I � 'Q4 w 3x4 REDUCER 4x4 x4 TEE 38 X RIGHT SIDE NOT REQUIRED II 3 18.21 TG / 3" MIN PVC (SCHEDULE 40) 5" SLAB PER FOUNDATION PLANS w 17.71 IE 17.8 / m 17.41 E / 17.84 TC / 3 / o N O O 0 a INSTALL POLYETHYLENE w PLASTIC JOINT MATERIAL 1 1/2" MIN. COVER "QUICK JOINT" OR EQUAL a rn CONSTRUCTION NOTES 2 INSTALL 3" P.V.C. SCHED. 40 ;l •. Q _»-- =ti. - •PLANNING ■ DESIGN ■ CONSTRUCTION INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQU I VALENT W 9" x Z U 4 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER cv� DETAIL ON THIS SHEET 77 YNEZ ROAD, SUITE 400 TEL4ECULA, CALN=OR NA 92591-4679 c� CONSULTING 909.676.8042 ■ FAX 909.676.7240 www-RBF.comMUM M� o Q c� LD03-IMR Z J CONSTRl1CTION RECORD DATE BY REVISIONS DATE CC'D BENCH MARK �� Q�p F E S S I p�, DESIGNED BY DRAWN BY CHECKED BY / �A�G W. o y, J. EVERS JE/RLS MJB RECOMMENDED BY: -DATE: CITY p TEMECULA of PUBLIC WORKS < CONTRACTOR HORIZONTAL ,�' �� yr tea, PLA PRE ARE NDER THE SUPERVISION OF ¢ v w O LO AS NOTED w No.63494 ACCEPTED BY: DATE' 9 3 e o INSPECTOR or- - o 0 0 O SEE PAGE 1gyp, s/�/� DATE: D RONALD J J. PARKSG�4 PG�CC�[l Q ' ° �G�]Q VERTICAL s MA THEW C. HICKS DEPUTY DIRECTOR OF PUBLIC WORKS DATE COMPLETED r'lF CIVR.C.E. _ l AS NOTED of k��E R.C.E. NO. 63494 EXPIRES: 9-30 06 R.C.E. NO. 19744 EXPIRES: 9-30-05 rf 1 `- c o SHEET 2 OF 2 CL �