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HomeMy WebLinkAboutLot 22-24, 72-75 Precise Grading T GRADING NOTES - R �"' A ROAD 1 SHALLALL GRADING CONFORM TO THE 1998 CALIFORNIA CODE, APPENDIX CHAPTER , AS AMENDED BY ORDINANCE 99-23. a 2. MINIMUM BUILDING PAD AND DRA I NAGE SWALE SLOPE SHALL BE = 1% DRA I NAGE CROWN ° PROJECT SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM PAS OF 2 FROM THE TOP OF CUT OR FILL SLOPES. SITETrac t No 23143 7 qr Y N- Y . 3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . a Y� Precise r a ing a W 4. PROVIDE 5' WIDE BY, 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL �' a FILL SLOPES OVER 5 HIGH. ..... 5. ALL GRADING SHALL BE DOE UNDER TFE SUPERVISION OF A COMPETENT C)ts + 5 SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY C "Ity ■ orPLACED�AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS mecue o Ca i orni OVER 1 DEEP. 7 ' 4 � *� 6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEMECULA ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH "� GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO - rosMlDIEeo I ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, \ I GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. = - ` TaT , �' ! VICINITY MAP 7. PROVIDE BROW DITCH, DES IGRED TO HANDLE 100 YR. Q STORM FLOWS, ALONG M , 2 O 9-A 1 TOP OF CUT SLOPES. \ = _ 1 NOT TO SCALE 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN �1� �� _ �� 9 ONE FOOT. ��- .,• 12 - I 9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF �� __ -_ :_ - - a a _ _ -- - ---� 4 2 THE PRELIMINARY SOILS INVESTIGATION BY: ETRA DATED JUNE 4. 2001 • \ - 13 so TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE 38 ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM \� �\ 39 \ �; MENDAT I ONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- �\ \` 61 37 47 1 _ - - 14 -° `- ANCE WITH THE RECOMMENDAT I ONS OF THE PREL I M I NARY SOILS REPORT. �1� C� �, 32 __._� 15 45 - - 16 \\ r\ _ 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENG I LEER I NG `� �\ 62 ` 36 I - - - 17 - - .' ; ao DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE 119 \� �� 44 41 3329 _ 1e �. .;�;. - .. �. - \ •�` 41 , 1 39 i 38 INSPECTION.I ON. THIS I NSPEC- ` ` 19 ` 37' REQUESTING FINISH LOT GRADE AND DRAINAGE I N E �� ` 55 49 �' " �� 42 _ , TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR 120 \ ^, 63 ` �` 35 28 '\ 36 EACH LOT. ` 73 54 50 43 42 34 23 22 21 �- .� � _-��--- `tom - � 000 121 \�� 64 - �� 27 26 25 2 - \� °?, �� ,43 .. / 72 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERT I CAL FE I GHT AND FILL -- _ - _ - _ 18 , 45 , i :- SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL �� �\� ®� 53 __ --- / _ _ __\� 01 35 - \ a a 122 \ 51 -�- �" _ -► - _-- BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE - �� ` \, _ =- - -_ '; - `�� - 46� 47 68 FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT \ \� \ \ 52 -_ - - = 19 1� 1 34 123 �, 69 T HIGH POINT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. (,� \ ♦ 85 84 -_ 7p - -�-___ �� __-____�______���- �'' -_�� , -� PAD ELEV. -O. MIN. 71 �� 66 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 12 1 � � � � � e2 a1 so 72 - % }y 33 � �-�- / � /� 67 A BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS ` 2 79 78 77 76 75 74 73 \ `` \\ 20 Y-+_ _ /�1 ` , MATERIAL. ` 125 67 �- \ �� 21 --- -I 51 f J -�,�� 68 _ I I \ �\ - \ '\ 3 _ `�� �� 22 �\ ' 32 1 52 50 �� '� T 1 ? '­1z i 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED THE TERRAIN 126 \ - -- _ -- - 23 R= = �� ' '� 49 MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 113 T 6 24 - �� '� -, PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF 12 7 o, `, t I R/q 7 8 � ,� � `� 31 1 53 �- �' 65 FILL MATERIAL. - - -_=�� 31.4 25 / /� , fir (E71LQf112 \ � - l3'6 10 11 12 13 14 / // 1 28 1 29 \ 30 `�� i 54 `---- j� 64 `�� 5*- B 5 5 B C 5 C i 123 ` ` - �_�� / 15 ` 1 I 1 � _ Ism t s -`� / ---- �.,. ! 27 ' 1 1 55 "� 63 I MIN on MIN MIN SID MI � 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF ` 4 � \ . � �� � i � 1 � � 1 0 PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL �. y� \ 28 _ - 4 ` 1561 � , 26 , T 231 ___--____�+ 62 0 SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ` �� '' 27 -- �- _� 16 i RA%C_�___- ----- _ � �� ; PAD PAD ADJACENT PROPERTIES. FF FF L0 I _z z z 1 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED LEGEND ; 16" x 16'- 1 i o BY THE DIRECTOR OF PUBLIC WORKS.: 11 m TOP OF CURB 0000.00 i MIN. MIN. 1. i a �. 16. ALL EXISTING DRA I NAGE COURSES ON THE PROJECT SITE MUST CONT I NUE TC SCALE: 1 " = 150 Z z �f- ID TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 1 z � ' MEASURES AND TEMPORARY DRA I NAGE PROV I S I ONS MUST BE USED TO FLOW L I NE rLI - o _ $ PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. HIGH POINT HP _-_-_ , LOTS INCLUDED t X .-- pox, r i 0 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) to SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT FINISHED GRADE FG R W AND FILL SLOPES OVER 30' IN VERT I CAL HEIGHT. INDEX MAP 0 FINISHED SURFACE FS TYPICAL SIDE YARD DRAINAGE M 18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING PAD ELEVAT I ONS. WHERE SPECIFIC ELEVATIONS ARE REQU I RED, THE ELEVA- GRADE BREAK GB DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 0 TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL 0 DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. GARAGE FLOOR GF 0000.0 m 45' 55' 50' 50 R ED ED 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PAD ELEVATION PE 0000.0 6" MIN. 6" MIN. 5' MIN. 5' MIN. 6" MIN. PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES r, r, r, r, MUDSILL 3' MIN. 1 ' 1 ' 3' MIN. w OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE FINISHED FLOOR FF 0000.0 IN GARAGE AREAS MUDSILL MIN. MIN. MUDSILL x PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SILL IS 6" MIN FG FG SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS, GARAGE FLOOR 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT WATER SERV I CE - --�W Plan 1 Plan 1 - Plan a n 2 Plan a n 2 ABOVE GARAGE 3-Car 3-Car IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER r, to FLOOR SLAB 10.R. SEWER SERVICE �S L7 ft-CONORM •:. STOOP (TYP.) GARAGE DETAIL 12" MIN. FL 12" MIN. 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT DRIVEWAY bT , LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. --- --- , 1 a ; ; 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ' r------ J J 21% MAX. MIN. 21% MAX. E 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR LOT NUMBER 2 12" MIN. ABOVE PAD ELEV. SECTION B- B N TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 49' 49' 50 50' ;---- 50' ;---- 50 3. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE UNIT TYPE/ELEVATION \?A/ ROUND OFF TOP LO THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- INVERT ELEVATION IE P/L 5' RECTION OF ERRORS OR OM I SS I ONS DISCOVERED DURING CONSTRUCTION. UPON Plan 3 Plan 3 Plan 4 Plan 4 REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED BACKWATER VALVES - 3-Car �, 3-Car J Plan 5 w Plan 5 5' MIN. P/L TO THE CITY ENG I NEER FOR REVIEW AND APPROVAL. r N PO ro 3-Car PAD ELEV 3' MIN. 1 ' Q ENHANCED BLDG. ELEVAT I ON5 --a-; --�-; _ r _ ;i r _ PER PLAN MUDS I LL MIN. 6" MIN. R I GHT SIDE OF LOT ESR `O 1 �� r rT LEFT SIDE OF LOT ESL ,--__�J 'J r, _ � i, i iSECTION .�, $ Ir ,�., �- A EXTRA DEPTH REAR EB 1 1 1 ---- `J �' FOR REAR YARD SLOPES GREATERto I, _____ ' r -J PAD ELEV THAN 5' IN VERTICAL HEIGHT FOOTING � ' INDICATES EXTRA TYPICAL FOOTPRINT PER PLAN =FG-PAD ELEV 2: 1 MAX. DEPTH FOOTING X WHERE NECESSARY n N.T.S. 12" MIN. 6" MIN. Q a Uj UNDE RG ROUND SERVICE BENCH^MARK SOURCE OE TOPOGRAPIHY OWNER DEVELOPER 2X MIN. p PLANNING ■ DE■fON ■ CpN■TRLJCT�CN BASIS, OF BEARING NOTE 21 MAX. SECTION C-- C `=' ALERT COUNTY OF R I VERS I DE B.M. NO. T-1-81 EL=1026.428 ANALYTICAL PHOTOGRAM ETRIC SURVEYS, INC. KB HOME 2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES SOUTHEAST ON HWY. 79 THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION OF THE 647 MAIN STREET SUITE 1A 12235 EL CAMINO REAL ca FROM INTERSECTION MAIN AND FROM STREET IN TEMECULA AND FRONT STREET CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP N0. CALL TOLL FREE 27 �NEZ ROAD,>�40o RIVERSIDE, CA 92501 0 ■ ■ ■ IN TEMECULA 53.3 SOUTH OF CENTERLINE HWY. 79 3.2 EAST OF GT POLE SUITE 100 23432 FILED IN BOOK 159 PAGES 38 THROUGH fit OF PARCEL � 1-800-422-4133 �•CA FOFHA 92�46� (GT 2453) 300' EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. 75580 AND (909) 686-5103 SAN D I EGO, CA. 92130-2647 MAPS I N THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE CE CONSULT 1 N G 909.676.s� ■ FAX 909.676.7240 ■ www.RW.com0 P.P. 75581 ON LINE WITH OLD FENCE LINE RUNNING N. k S. SET FIBERGLASS DATE FLOWN: SEPTEMBER 30, 1999 (858) 259-6000 COUNTY, CALIFORNIA, BEING NORTH 16056'06" WEST. D 0 Two WORKING DAYS BEFORE YOU DIG WITNESS POST 1 ' SOUTH OF MONUMENT. ATTN: BOB FALLON L 03-OS3GR CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK SCALE ��FEgS10� DESIGNED BY DRAWN BY CHECKED BY Drawing No. o Q �!� RECOMMENDED BY: DATE. CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS �o A. JIMENEZ A. JIMENEZ J. TANNER Contractor HORIZONTAL Loll# r 1-01 �� r � Plans Prepared Under The Supervision Of �' " -- > ACCEPTED BY: DATE: '' CROWNE H I LL 0 1 = 20 W Ns.60132 r" r--- cc ` Inspector &P, a�.M�� '■ - Date: 3 DEPUTY DIRECTOR OF PUBLIC WORKS - TRACT 23143-7 �' JOHN D. ANNER, III RONALD J. PARKS VERTICAL r Cl V 1� �� �= Lots 22-24 & 72-75 l 60132 6-30-04 0 Date Completed �F of �`1E � R.C.E. No. Expires R.C.E. No. 19744 Expires 9-30-05 faf�1989.-= PLANS PHASE V I SHEET of i N/A a PREC I SE GRADING 1 2 l 1260 1267.5 55.06 TS 1267.5 1263 S 1267.0 TS 67 N 1267.0 1266.2 TS TS 56.68 `n 1265.7 c`nv TS ab r 1255.4 °D rri M 0 r N 1265.7 1 .0% MIN. r 1 OX MIN _ 1N Io 1.O% MIN. z la+ fo 1265.7 W , 5• 1265.7 FG 12665 FG 5.6' MIN. 5 _ 5' 1265.0 1265.0 J� _ 1265.8 F266.5 1266.0 1266.0 � E a Q z G FG r ' 22 -�► 1265 8 1265.3 23 1265.3 25 K o v� 24 I FL 4-A rL � N Q PE 266.8 1 0 5-,E _ o - 21 ^ r 126 Z i EFF:=1266.7 a o z FF=1266.4 �a PE=1265.0 FF' '.2 1 o N PE=1266.0 ►� �: z PE=1265.7 z PC=1266_5 0 t bt 1288.5 o a r :o �o 265.5N 0' r o N 1265.51,265.5 � �o 0.5D J1� � o� 1 O`w J N 1264.9 oN' o� �o w-o ~o o w, 1264.7 1 �~GB +e N w 5 0E-GB��1268. 1266.0 S a r. 1265.1 5 W 1266.0 5 FG '!o GF=1265.7 FG GLU OD 1265.2 0 1265.3 1264.3 S (-G8 r- FG K _� yr 1264.3 �1 � � N M M tV In v .. ., � N 04 LL- MOD '1 S w 61 .5 ,. .�t/w• �,.. s S +9.19' . 1 .62' - oti A to / Ci77o -�3 CRMO �� ROAD _ . ............. �. - T 0.5% LO • r► A N "wl, '� N °) S r w LO �^ ry S w ~ _ 1 0 60.02Tdam41M � � emolz 63 r7 LO C1qN �� � �,, � .� s w s w 42.4 1265.0 N`` �1t� �' _ 1265.3 '� - o •r N c,+ `° �i cn m U (b N 1.. 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N j � _ FG N W ryl * h 1265.9 Uj FG 51 MIN. 12�•5 N' 41 - K r cc ` 12 1268.2 N Lr N 1265.7 F265.7 N -HP _� 1 o r-; - _ G 1266.() ,� 1 FG 1265.7 o N_ NI-12: 1 SLOPE o to a 12 10082.1 '�'c� N TS ca 1a. cD 96.2 8Q'00• 24 �/ W TS PE=1281.1 � 60.28' r UNDERGROUND SERVICE 96.2 � ° © TS ALERT PLANNING ■ DESFUN ■ CONSTRUCTION 1 4 76. 16 ' 82.1 \\ U PE= 295.2 Uj TS \ X CALL TOLL FREE TRA ~ -� \ j1RrEZ ROAD,AINTE 400 1 \ 20 0 20 40 60 Z 1-800-422-4133 ■ ■ ■ A.CASA 92MF4679 � � � � 96.4 CC]NSUL �' 01 T�N Q 90a er�.� FAX 909.676.724Q r�►.ReF.con, � � TS ` 15 - 25 �Two WORKING DAYS BEFORE You DIG PE PE=1281 295.4 1 GRAPH I C SCALE LD03-083 G R Q CONSTRUCTION RECORD DATE BY REN I S I ONS DATE ACC'D BENCHMARK SCALE Qo I�g S f�� DES I GIBED BY DRAWN BY CHECKED BY i �p T� A. J I MENEZ A. J I MENEZ J. TANNER RECOMMENDED BY: DATE: b;?jz2 ITY O F TE ME G ULA Drawing No. DEPARTMENT OF PUBLIC WORKS Q U Contractor HORIZONTAL ,`44� Plans Prepared Under The Supervision Of 1" = 20' � NO.Q0132 L_ ACCEPTED BY: DATE: ¢ a3 CROWNE H I LL o Inspector °F • 6/30/04 'd Date: �S �.� DEPUTY D I RECTOR OF PUBLIC WORKS o JOHN D. TAN R, III RONALD J. PARKS _ _ TRACT 23143-7 t' VERTICAL Jr elyl 1� �ti� a - � " 2 < Date Completed 'lF Lots 22-24 & 72-75 N/A OF C��t R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 lr-IORG: a f PRECISE GRADING PLANS PHASE VI SHEET 2 of 2