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HomeMy WebLinkAboutLot 104-110 Precise Grading Rte"' 1�V1,� NpID FGRADING NOTES Trcict No . 23143 9 3 "- R°II° AL GRADING SHALL CONFORM TO THE 1998 CALIFORNIA BUILDING' 1 . L , CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. r1 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRA I NAGECF30WN H1 ° N PROJECT SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM � rAUM SITE OF 2' FROM THE TOP OF CUT OR FILL SLOPES. � doing McC,I� q! YAL S7 Gr MAXIMUM CUT OR FILL SLOPESsolo 3. 2. 1 . remciseP1n Ph se x1v 4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5. HIGH. 10 110 , S. ALL GRADING SHALL BE DOME UNDER THE SUPERVISION OF A COMPETENT LEGEND �SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY TOP OF CURB 0000-00 �, o rIr� u � QPLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TC Iaa1 "If �. OVER 1 DEEP. 7 FLOW LINE �,�► 6. A REG I STERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA - 16 1 22 25 28 HWY. 79 ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT �` V I TO SAN DIEGO GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO --- _ R ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, F I N I SF�ED GRADE FG � - ��� AND LOCATION OF CUT FILL SLOPES. ROYAL CR�`S'1-- 17 18 23 24 GRADE, ELEVATION / � �, , 29 --- - FINIsI-ED SURFACE FS ,� � � G 12 _ _ VICINITY MAP 7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG -.� ___ - TOP OF CUT SLOPES. GRADE BREAK GB NOT TO SCALE 133 � \ S. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. GARAGE FLOOR GF 0000.0 TRACT 23143- 10 9 8 4 3 2 1 9. ALL GRADING SHALL BE DOPE IN COWORMANCE WITH RECOMMENDATIONS OF PAD ELEVATION PE 0000.0 THE PREL I M I NARY SOILS I NVEST I GAT I ON BY: PETRA DATED ,DUNE 4. 2001 � � 74 8 TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE FINISHED FLOOR FF 0000.0 r r = J ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- ( '� 134 WATER SERV I CE --Q 73 MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 75 i _- ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 72 I % �'' =� SEWER SERV I CE ___@___@ / / : 76 10. THE CONTRACTOR SHALL NOTIFY TI-E CITY OF TEMECULA ENG I NEER I NG 71 / Ila 119 DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE DRIVEWAY 77 104 �/ � REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- i w 70 ga 117 120 60 � / TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR I 7a SLOPE . . . .-�.� 105 ,, r'�� � 61 5 EACH LOT. _._ _ _ e9 � 97 I 11 s t 21 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERT I CAL FE I GHT AND FILL LOT NUMBER 2 79 ' 1 115 122 r � /�00 62 SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT SHALL 68 96 100 101 102 103 BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE UNIT TYPE/ELEVATION \2A/ 63 64 65 66 80 10 114 r 123 / �� IV)- CODE POINT FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT CODE SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. INVERT ELEVATION IE 67 a 1 95 / 63 / 5- A PAD ELEV. -0. MIN. 108 113 / /� 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BACKWATER VALVES Q rAD - 82 l 124 / / 4 56 BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS a ► •• 109 /I� �I �/ z z MATERIAL. ENHANCED BLDG. ELEVAT I ONS 5d a3 93 g2 g 1 90 89 as t 12 125 l / 65 55 I THE TERRAIN 13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, RIGHT SIDE OF LOT ESR 6t 10 111 MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 126 LEFT SIDE OF LOT ESL � ,, 62 � � / I _ �o'tx. PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF - r _ �- 127 I 66 �/ 54 I �r I FILL MATERIAL. REAR EB 57 •• - ��OT �� �l ' , I 5' B 5' 5' B ( C 5' C I \ r 53 I MIN �' MIN MIN ME MI I 14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF INDICATES EXTRA y 45 r , - 67 I PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL DEPTH FOOTING x of S5 \ 87 24 23 22 21 20 , , I PAD PAD I SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO '� 44 / 25 1 52 19 � FF Z z FF w 54 \ Z , , I ADJACENT PROPERTIES. _ 15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED 53 24 16 2 5 I 16 be K 16 I I BY THE DIRECTOR OF PUBLIC WORKS. 43 52 27 3 MIN. MIN.�I +° d I I 16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONT I NUE 42 4725 17 28 TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE 23 o w o z I I � I � MEASURES AND TEMPORARY DRA I NAGE PROV I S I ONS MUST BE USED TO 41 , 22 16 I M II TRACT 23143-6 lox 1Oz C14:2 PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 48 49 SO 540 30 26 151123 17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) 21 �� �� / R W SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT 14 �' AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. � - - � 31 27 20 7 � � , SIDE YARD DRAINAGE 13 TYPICAL 18. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT CERT i F I CAT I ON OF BUILDING 3a I 28 , a 1 fr f DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVA- T37 36ION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- 33 29 1 12 I _ CORNER TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,TN-E ACTUAL 18 9 DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. _� 11 40 43 30 � 32 28 19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE - 1 � ,�� 17 t0 33 29 5' MIN. 5' MIN. 6". MIN. PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES R C� 45 44 34 30 27 6 MIN. 6" MIN , OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE 1`� 4s � MUDSILL 3 MIN. 1 1 3 MIN. IN GARAGE AREAS MUDSILL MIN. MIN. MUDSILL PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 48 47 \ ` 41 32 16 35 \ � 31 25 26 " SHALL BE PLANTED AT 10 ON CENTERS; TREES, 20 ON CENTER; COMB I NAT I ONS, Plan 1 Plan 1 SILL IS 6 MIN FG FG 15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT - _ _ 4° 15 /36 /r. . \ GARAGE FLOOR• ', ABOVE GARAGE - � CONCRETE rn 3 Car z ,. ., �a IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , CHAPTER r_ FLOOR SLAB STOOP (TYP. 10.R. W CD 20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT SCALE: 1 " = 150 GARAGE DETAIL 12" MIN. FL 12" MIN. LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. E 21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. LOTS INCLUDED P. 2% MIN. 2: 1 MAX. 6" TY2% MIN. • �,.. � 21% MAX. MIN. 21% MAX. � 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR „ 9 12" MIN. ABOVE PAD ELEV. n TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 37 40 S E C TI O N B B INDEX MAP0 23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE ROUND OFF TOP THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR- P/L RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON 5' REQUEST, THE APPROPRIATE PLAN REV I S I ONS SHALL BE PROMPTLY SUBMITTED Plan 2 Plan 2 Plan 3 Plan 4 TO THE CITY ENG I NEER FOR REVIEW AND APPROVAL. to to 3-Car � 5' MIN. EP/L co 1 `n PAD ELEV 3' MIN. 1 ' o PER PLAN MUDSILL MIN. 6" MIN. 1 �- 4. SECTION A- A EXTRA DEPTH FOR REAR YARD SLOPES GREATER PAD ELEV THAN 5' IN VERTICAL HEIGHT FOOTING TYPICAL FOOTPRINT -FG-PAD ELEV 2: 1 MAX. N.T.S. PER PLAN WHERE NECESSARY = 12" MIN. 6" MIN BENCH MARK SOURCE _OF TOPOGRAPHY OWNER j DEVELOP�F� 2% MIN. 0 UMERGRQUND SERVICE BASIS OF -BEARING W p rLANNtNt! ■ DE■I�fN ■ CONETIlLICTION s ,�, - ALERT COUNTY OF RIVERSIDE B.M. NO. T-27-81 EL=1230.562 ADJ. DATE 9-13-82 ANALYTICAL PHOTOGRAIuTR I C SURVEYS, INC. KB HOME THE BEAR I NGS FOR THIS SURVEY ARE BASED ON A PORTION 21 x MAX. SECTION CC--- r 2 1/2 BRASS DISC IN CONC. CYLINDER STAMPED T-27-81 FROM THE INTERSECTION OF FRONT ST. AND RANCHO CALIF. RD. , 3.4 MILES 647 MAIN STREET, SUITE lA 12235 EL CAMINO REAL OF THE EASTERLY LINE OF PARCEL MAP NO. 22429, AS SHOWN z CALL TML FREE YWZ ROAD,8XM 400 NORTHEAST ON RANCHO CALIF. RD. 44' NORTHWEST OF RANCHO CALIF. RD. R I VERS I DE, CA 92501 SUITE 100 P.M.B. 147/14-19, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, " 1-800-422--4133 TSA,c,� A 92 13' SOUTH OF A 4' 2 BOARD RAIL FENCE, 2' WEST OF POWER POLE #1751130E. (909) 686-5103 SAN DIEGO, CA. 92130-2647 CONSULTING 9o®.e7+s.eo�42 • FAX�.�7�.724o www.Fl�F.cam F MONUMENT. 858 259--6000 BEING N67 52 50 W. � SET FIBERGLASS WITNESS POST 1 NORTHWEST 0 DATE FLOWN: SEPTEMBER 3O, 1999 ( ) oz TWO WORKING DAYS BEFORE YOU DIG ATTN: BOB FALCON LDO3-154GR ACC'D BENCHMARK I E S S DESIGNED BY DRAWN BY CHECKED BY CONSTRUCTION RECORD DATE BY REVISIONS DATE 0 10 Drawing No. o SCALE QR ��! MENE J. TANNER RECOMMENDED BY: DATE: G CITY 0 F T E M E C U LA DEPARTMENT of PUBLIC WORKS ��p O I ANNE A. J I MENEZ A. J I Z HORIZONTAL ��tF CPI ans. Prepared Under The Supervision Of Contractor Expires GzL �� � - �• o ACCEPTED : DATE o 1 20 No. TRACT 23143 QRE PUBLIC WORKSDate: -9° s SEE ABOVE Exp. /3o RONALD JPARK Inspector JOHN D. TANNER, III VERTICAL C1 V 1� LOTS 104 - 110 Date Completed N/A OF C AV1ER.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 9-30-05 PRECISE GRADING PLANS PHASE XIV SHEET 1 OF 20Qo i 116 I 1 1 7 PE=1311.7 I PE=1313.1 115 1 1 1 8 ,?7.,310PE=1310.1 PE=1315.3 ,01 I 114 / PE-1308.5 1300 58.07 113 PE=1306.8 / Z•1 � 12" .0 112 sem. PE-1304.7 SLOPE �' I 111 \ `J 1290 x.07 J PE=1302.6 I I � � .9 . 2' 1 SLOPE � � �' _ 12�.b �1N. "- FG 1289.2 � � ►* 71 FG .87 i 1 C� °�' 1289.2 1289.5 G 4 1 7 G FG FG Zi FW1288• . 1 i _ 1288.7 FG \a�` \ .3 8$•g t! FG�•5 1290.3 ��E 2 I i G 1286 12 1� FG 11 FG .3 1281. F 0 FG 1 I 1 � 9 1291 1288. � a' � .0 1291.3 F l� �4 FG FG 1.Ox MIN. 1 1248.9 0 tO 1291.0 I i _Hp � 1290.7 -+ o k .6 1,.O% MIN. µ 0 1.o% MIN. 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O t Ca a 0 qlt t I W SCALE: 1"=20' Q CL W UNDERGROUND SERVICE O PLANNING ■ DEIZION ■ CONIIITRUCTION ALERT W CALL TaFREE ■ ■ ■ 27M YWZ FIoAD,�400 20 0 20 40 60 TML1-800-422-4133 A.CALFOFNA 924679 CONSULTING WO.6MAM ■ FAX 909.676.7240 - www.RW.can Cr0 GRAPHIC SCALE LD03-1Jr4GR Z Two WORKING DAYS BEFORE YOU DIG Q CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC D BENCHMARK ��o Q• fp� �y DESIGNED BY DRAWN BY CHECKED BY Drawing No.SCALE : . �/ TA A. JIMENEZ A. JIMENEZ J. TANNER RECOMMENDED CITY OF TEMECULA � Contractor HORIZONTAL ,`� �� r Plans Prepared Under The Supervision Of �o „ �• ACCEPTED BY: DATE: tG �3 T CROWNE HILL 0 Inspector SEE SHEET No. 1 1 - 20 a p.'06/30/04 9 0 3 DEPUTY DIRECTOR OF PUBL.I C WORKS - n .0 '� JOHN D. TANNER, III Date. RONALD J. PARKS TRACT 23143-9 VERTICAL '1% C J Y x� ♦�� - LOTS 104 - 110 Q Date Completed lF p `�Fo� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 -- fr -�-i9s9--- � N/A F c PRECISE GRADING PLANS PHASE XIV SHEET 2 OF 2