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HomeMy WebLinkAboutTract Map 29928-1 Lot 9-13 Precise Grading GRADING NOTES Traiat _... 1 . ALL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING Nion 29928 1 15 215 CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM recise Gradoing an OF 2' FROM THE TOP OF CUT OR FILL SLOPES. 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . LOTSHAS 3 - 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL 15 %wil FILL SLOPES OVER 5' HIGH. 5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT In City of Temecula 7 St a--te o a iami a SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA LEGEN D ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO TOP OF CURB 0000.00 ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, TC \ A GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FLOW LINE , �•, o O ' 0 ♦ ` O 11 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG �j "Viii"., _ Is il,yllll„� ♦ �, FII HIGH POINT HP TOP OF CUT SLOPES. ;`�`,,�yl}1�i''l ,�ii�,ly ♦ w I ' ` 1ill �ti QFINISHED GRADE FG8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 0 ONE FOOT. �, l,�lti,l,l, " ii,,�i,ill;l,,,t��1111 i. ♦ \ 1` VICINITY MAP FINISHED SURFACE FS � � 11"yll�,!;! , ,;,;'�ti;,;��,��1;,,;,,!�,,,,'``',1,,��;�'''�ti�;ti`;i�'i�`�''`'' ,1;; 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF ♦ �''`' C' ��;ti```';'i;�'1''`'''1' THE PRELIMINARY SOILS INVESTIGATION BY: LE I GHTON AND ASSOCIATES �, �y yy ♦ \ NOT TO SCALE DATED AUGUST 15, 2001 . GARAGE FLOOR GF 0000.0 `' l'�`��``,'`ji� ,' I ♦ /p �\ TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATION PE 0000.0 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- MENDATIONS ECOM-MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED FLOOR FF 0000.01:, , ' � ,,'''� " i HIGH POINT ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. /1 ",' � ' �� lti 1�;� PAD ELEV. -O. MIN. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING WATER SERVICE W .� �.J `''y`Iy`�����+�i� �``��,'''`';l'"' `�1��� / A Y ii, iy'i l;'I hl41y' �11 ,i11 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- SEWER SERVICE S �,_ ;' �1',� 1 ■ �.. '�'li,yy,ti,,+,lyl,l,`ltil`y,t'y,y,,`,, � ? � Z TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR I EACH LOT. DRIVEWAY ♦ / 11 . - -- (1 / to TV. I TIP. I CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL V � � SLOPES EQUAL TO OR GREATER THAN / �,, I Q 5 I N VERTICAL HEIGHT SHALL SLOPE � _ T � Q �/ '' / � ��, VARIES (� VARIES****** �� R S BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE ♦ O� I „,� B C I C I FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT IOD * VARIES I LOT NUMBER 1 1 ♦ ♦/ q � ♦ I *** 1 1 0 O C DE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. V 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS PAD PAD I UNIT TYPE/ELEVATION \, FF - FF z BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS A % ? ;i ? MATERIAL. � 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN INVERT ELEVATION IE N� MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. _ �j� OJ ;,..---`�. \ PREPARATION SHALL BE APPROVED BY A REGISTERED CIVIL ENGINEER PRIOR TO PLACEMENT ENHANCED ELEVATION TYPE EH ,. ,,,�- L\ I z z H OF FILL MATERIAL. .,,--'. IIll Co +� NA AMOUNT OF EXTRA DEPTH ♦ r -;/ o pox Bozbid 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF FOOTING REQUIRED O ♦ O -- 'fixx r PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL ` R W SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO EXTRA DEPTH FOOTING -"" ADJACENT PROPERTIES. -r 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED ''.� `' TYPICAL SIDE YARD DRAINAGE BY THE DIRECTOR OF PUBLIC WORKS. N' DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING. 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE ' DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO �-'�� � � VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. :.-�' � � � THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS 1 .5 10 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT IS NOT LESS THAN 10 FEET. FOR FRONT LOADED CONDITIONS A AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. SCALE: 1 " = 100' MINIMUM OF FIVE-FOOT SETBACK AREA, FREE OF ARCHITECTURAL ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE. 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING ,'',,: LOTS INCLUDED PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- CONSTRUCTION NOTES & QUANTITY ESTI MATE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 6" MINVARIES *** R VARIES ***. 6" MIN. TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 3' MIN. 1 ' 13' MIN. DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. NO. ITEM QUANTITY UNIT 6" MIN. MUDSILL MIN. MIN. MUDSILL 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE LOT GRADING (5 LOTS x 50 C.Y.) 250 CY MUDS I LL FG 11 N GARAGE AREAS �F :1 FG PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES �2 INSTALL 3" PVC SCHEDULE 40 57 LF - OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE GARAGE FLOOR SILL IS 6" MIN EXTRA DEPTH " ABOVE GARAGE FOOTING PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS �3 INSTALL 6 GRATE PER NDS N0. 40 OR EQUIVALENT 5 EA - T •..- SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, T FLOOR SLAB =PAD ELEV-FG CONSTRUCT PRIVATE DRAIN THROUGH CURB PER 12 MIN. 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT O DETAIL SHEET 2 5 EA WHERE NECESSARY IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER GARAGE DETAIL 12" MIN• 2: 1 MAX. 6" TYP. 2� MIN.10.R. 2X MIN. E 21% MAX. MIN. 21% MAX. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT ¢ LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 53' SECTION B-B 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 57' 54, SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES N 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR - �f- CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESS � TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. THAN 5' LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS A MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) 0 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE B - B B / o THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- `n VARIES *** P L m RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 'Finn ,n 12" MIN. ABOVE PAD ELEV. 3' MIN. 1 ' REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED °D 6 MUDSILL MINo TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. � .ROUND OFF TOP 6" MIN. 0 n r P/L FG a 5' � EXTRA DEPTH A QpO F'P�PN FOOTING oF ya Q�Ft =PAD ELEV-FG 7 7W 'P�F WHERE NECESSARY " 2: 1 MAX. _ a 12 MIN. fi MIN. TYPICAL FOOTPRINT ti SCALE: 1" = 40' � SECTION A-A 2% MIN. rn 21% MAX. SECTION C-C ° UNDERGROUND SERVICE FOR REAR YARD SLOPES GREATER i ALERT SOURCE 0 F TOPOGRAPHY OWNER DEVELOPER BASIS 0 F BEARING NOTE THAN 5' I N VERT I CAL HEIGHT SEE TYPICAL I CAL SIDE YARD DRAINAGE I NAGE DETAIL NOTES 0 � PLANNING ■ DESIGN ■ CONSTRUCTION 0 PHOTOGRAMMETRIC SURVEYS, INC. CONTRACTOR TO VERIFY: IF THE SWALE FLOWLINE IS LESSuj LENNAR COMMUNITIES THAN 5 LATERALLY FROM FOOTING, THEN THE FOOTING BOTTOM IS i CALL TOLL FREE 27�Y�ROAD,�xrE400 647 MAIN STREET, SUITE 1A 391 NMAIN STSUITE 301 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42051 '35" WEST A MINIMUM 6" BELOW SWALE FLOWLINE. (SEE SOILS REPORT) 1-804-422-4133 ' T MECt",CALLA 92=-4679 RIVERSIDE, CA. 92501 N. . FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN o CONSULTING 909.676-8042 • FAX 909.676.7240 • www.RBF.cam (909) 686-5103 CORONA, CA 92880 ON A MAP OF TRACT NO. 29286, MB 298/86-89, Q DATE OF PHOTOGRAPHY 8/5/98 (909)817-3600 i TWO WORKING DAYS BEFORE YOU DIG LD03-155GR z CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCFNARK SCALE Q�p I E S S t pDESIGNED BY DRAWN BY CHECKED BY Drawing No. o 'f� RJB/MJB RLS M. HICKS RECOMMENDED BY: DATE: CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS a 3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �O 'N C. v Contractor CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,`W� �� of tea, Plans Pr are Under The Supervision Of � N COUNTY BENCH MARK T--46-81 RESET 1997" u� EASTERLY of THE CENTERLINE of SR-79 AT 1 " = 100' � ND.43494 ACCEPTED BY: DATE: t v3 PRECISE GRADING PLAN o Inspector THE SOUTHEASTERLY CORNER OF THE,BRIDGE d Exp. v�30/(* Date: (D'Z?7 'O�j DEPUTY D I RECTOR OF PUBLIC WORKS TRACT 29928-1 OVER SANTA GERTRUDES CREEK; 4.5 MATTHEW C. HICKS RONALD J. PARKS a Date Completed CONCRENORTHETEYOF THE SIDEWALK.SOUTHERLY SIDE OF THE VERTICAL Jt'l C � 1E� R.C.E. No. 63494 Ex I res 9-30-06 R.C.E. No. 19744 Expires 9-30-05 err : Ilea: PHASE 3 LOTS 9 TO 1S ELEVATION = 1097.163' N/A �F C A� p p I ' • - SHEET 1 OF 2 CL MARGARITA ROAD - _ - .. ._.. ... : 1 n ' R 34 I I 2: IMAX SLOPE C]ECOIrPOSED $R6�i6E WALKWAY PER LA 19.9 ARCHITECT'S PL °D TS• 10 \-1--9-9 12.06' --,t 1.0% MIN 17.9 17.6 1 . 92 20' MOWS IP TS I ori I �0 1:1 -GB N 20. 106.do 55' 18.9 18.9 ;� 1.O% M IM I N 20.0 ri _ .� 17.7 2p g't 5 FG FG 18.6 18.25 fi � +L? •s�► J �7 5 i 2 ^ TS o TS It T4 FS--GB _ 31 fig' ~ 18.7 FG 18.25 SSB 2 11' • 2.0% 17.11 TG 3 rFG 7FGd 7 17.05 L� L_---� 16.61 I E \ I 1 18.7 10 FS / 3 R �• 02 18-6 •3 \ 17.1) ��--------��. S © - EH ti � 18.9 FG FS/ 1s -10' \ 19.016 \-Q-/ I _ -! �c C 6 � \ FG FF = 1119.7 PE = 1116.8 18.9 18.9 / .�G PE = 1119.0 2.0% FG R ® FG 13.0 S � - 2�� 19.0 M I N 18.8 n 1 ?•� B 1e.7 n 1' • 2. 2 Fc EH r�-HP I / �► MIN FF 1119.6 18.6 Ft's PE = 1118.9 QO---, F� FG j _- -� 17.19110 17.21�T 6• 1 S o, 10 © 17.7 _ 3 6.71 6 I 10.2X I 113.59' 1� � 2.9 -�-_fi" 1117.16 '17.26 r 18.7 PE = 1123.5 , N 17-62 j _ ` f RIM 1 T S X10' .3 10 a 10 a FG 0 , 19.2 MEFW- 18 4 �',- TC TC 17.9 26.92 FG \19.2 110 210 Xj 118.1 17.2 17.09 9. x TLS 'n - 11�N 103.19 FG O 0 1 �-Fp FS 17 TC CA IC . 1 10' vi \ •qq 1�• 3 t FG 10.9X TC .6._... w 7 35 T - 18.2 ---- �� _ 1.0% MIN 20.4 J n 17.33 2 1 16.85 I 3 rn �� o \ TS 0 S IQ N . 19.0 � FS ..--.._ 19.42 R 19.4 1o, I 19' I 19.4 FG �+ © FG 2.0% ® FG C MIN 1 It19.2 \-Q , ,�� FF = 1120.1 I FG FF = 1119. / FG 15 PE = 1119.4 I 9 3 5' 30-47-' PE = 1119 G � 19.4.2 P O / 19.2 2• r PE = 1117.6 S� 19.4 19.2 0 } 19.2 18.8 17.56 TG S 16.. FG 19.4 �' FG M I N FG © 0 FG 3 17.06 I �� 17.33 7.� FG•1 � FG � E-HP n 10 10 .4 co 1�, _, �' y TC / 10 1 TW 22.4 l 17.9 ,� �' \ 17 � o Uj to TF 17.7 1.0% MIN �1 -- - _ TC• � f S.55 6;6x FS-GB � 1 I 122.30 21.7 2• .J 7.69 18.73 19.4 u .3 NING TS � . � I"� S FS-GB FG c� 19.4 76.25 LF RETAI TW 21.7 - I TS WALL BY SEPARATE PERM T TF 17.7 I FG 19.4 'r 1• 18.1 0ch FG 15.33' Li I _ _ _1.0% MIN 114.07' 19.3 �p $.7 11.0 I I 4 9x 8 20. 7.72 10 10 10 TS CONSTRUCTION NOTES 0 0 .1 19.8 I I 56 S o •19.5 FG " I 28 I 1 FG Q INSTALL 3 PVC SCHEDULE 40 17.81 I 0 10 n 1g.6 3 INSTALL 6" GRATE PER NDS NO. 40 OR EQUIVALENT � I ,B o 1121.3 PE : 112p•7 I 1 18 FS 19.8 FG � I CONSTRUCT PRIVATE DRAIN THROUGH CURB PER I I 5 �! I 0 0 19.6 1 MIN DETAIL ON THIS SHEET. S� 0 5' � FG �+ © - O 0 0 1 C I 14 I I W � I 1° � _ I N I o 19.6 �� - N PE 1118.1 FG FF - 1120.5 I I to I Q PE 1119.8 - n R/w 4" WYE AS REQUIRED I I 19.e I LOT NO. ENHANCED REAR ENHANCED SIDE BACKWATER 50 S 1 .36 FG » INSTALL I I �: 1" AV/AR 2 1 5' EH _ 9 --- -- NOT REQUIRED FL OF PIPE 1/2 SIDEWALK REMOVABLE I 19.2 0 ABOVE GUTTER 6" w FG 10' - I 10 X RIGHT SIDE NOT REQUIRED FLOWLINE PLUG I I - 19.8 19.8 11 X LEFT SIDE NOT REQUIRED INVERT ELEV. A 4" PVC I _ 1�•$�j� \ FG FG 27.62' PERPLANI 12 -- -- NOT REQUIRED 2% I 1 • - � 3 18.13 T 1.0% MIN 13 -- RIGHT SIDE NOT REQUIRED] • :-� `"' = 6" 1� 17.63 IE \ r11 - �,,.�� 4" SLAB PER FOUNDATION PLAN ;�=:-.:;, :•�r'� =_�'_ -:" INSTALL POLYETHYLENE / �G 3 .S9T .1 E r: •►_f.*`_ PLASTIC JOINT MATERIAL ~ j .. •Y�• "QUICK JOINT" OR EQUAL - f - hA Z u0 v 1 1/2 MIN. COVER r r - ST. LIGHT _ S 4 PO INV ELEV PER PLAN = -: :'•y `' _ o CURB k GUTTER " '� r ;.' �;' ". :>='w:`• _r 4 ------ N % `� 00 3"x4" REDUCER 4"x4x4" TEE ,,;_ *"..r. �.�.=t ;_;. '•'' � . `�' . 3" MIN PVC (SCHEDULE 40) 19 N42'21'54"W 9» 6" N? '8 0.97% �-- 18 w rc R-937 0.00 rc9� m E RO AP pV1DENC � _ S� 3 .......... 29928 - ........._... . ... C-s 0 CL 0� N RETAIL L0 r`0 w In a I ao N Q1 20 0 20 40 60 N UNDERGROUND SERVICE w Ln ALERT PLANNING ■ DESICIN ■ CONSTRUCTION U W GRAPHIC SCALE a CALL Tal. FREE ■ ■ ■ 275M YWZ ROAD,WM 400 0 1-800-422-4133 1cuLA,CALrA 92991-4679 Z CONSULTING 909.676.A042 FAX 909.676.7240 m www.RBF.can c� Two WORKING DAYS BEFORE YOU DIG LD03-155G R Z i CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCFIMARKSCALE Q�,�IF�S S f�N DES I GRED BY DRAWN BY ChECKED BY Drawing No. o C. �� RJB/MJB RLS M. HICKS RECOMMENDED BY: DATE: CITY 0 F TE ME G ULA Plan P pared Under The Supervision Of DEPARTMENT OF PUBLIC WORKS N � Contractor HORIZONTAL W� �'� Inspector t or SEE SHEET 1 1" = 20' W No.43494 ACCEPTED BY: DATE: 7 .3 PRECISE GRADING PLAN o P a` Exp. 9/30/0B '� Date: � `�d DEPUTY DIRECTOR OF PUBLIC WORKS IF RONALD J. PARKS TRACT 29928-1 VERTICAL 1, C1�1` � MATTHEW C. HICKS � p ¢ Date Completed 'l �'� Q F E� R.C.E. No. 63494 Ex res 9-30-06 R.C.E. No. 19744 Expires 9-30-05 rf:: isaa= PHASE 3 - LOTS 9 TO 13 N/A pF C A�1 p� •�' SHEET 2 OF 2