HomeMy WebLinkAboutLot 111-115,123, 127 Precise Grading GRADING NOTES Tract No . 23143 �� 9 ROOD
1ALL CODE�APPENDIXALL CHAPT R�33,TASTHE
AMENDED BYLORD CALIFORNIA
2. MINIMUM BUILDING PAD AND DRA I NAGE SWALE SLOPE SHALL BE = 1% DRA I NAGEPROJECT(DWN HI
SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM PAS" SITE
- OF 2' FROM THE TOP OF CUT OR FILL SLOPES. ■ ■
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3. MAXIMUM CUT OR FILL SLOPES = 2: 1 . Precise Gr ding ase XIX
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4. PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
FILL SLOPES OVER 5' HIGH. 1157123•r••• �
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT LEGEND
Lots 111SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY TOP OF CURB 0000.00In iTemecul
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PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS TC a 'r
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OVER 1 DEEP. FLOW LINE � 7
6. A REGISTERED CIVIL ENG I NEER SHALL SUBMIT TO THE CITY OF TEMECULA1
I� 9 25 28 22 HWY. T9
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ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HPC _ �
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GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO _ -���' ,. 13 ,� C , / TO SA" °fes°
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FIG ����
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. L� �r �� ~' r
ROYAL C�'S?rP �- 17 18 � 23 24
F I N I SHED SURFACE FS .�- - 12 29 �
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG �..�.- - �__ --� VICINITY MAP
_. �. //
TOP OF CUT SLOPES. GRADE BREAK GB - - - �3iN1I'�C7 - Al l
133 NOT TO SCALE
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 11
ONE FOOT. GARAGE FLOOR GF 0000.0TRACT23143- 10. 3 z
ND . _
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF 10 9 8 7 b 4 /
THE PRELIMINARY SOILS I NVEST I GAT I ON BY: PETRA DATED JUNE 4. 2001 , PAD ELEVATION PE 0000.0
N 74
FINISHED FLOOR FF 0000.0 _ 8
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ! =
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- f �
WATER SERV I CE -•-•-�W 73 134
MENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORM- 75
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. 72 1
SEWER SERV I CE ---�5 , 76
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING 7t 118 119 �I ,
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE DRIVEWAY 77 - 104
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPEC- 70 � , 6a
1� I
TION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR I 117 120
EACH LOT. SLOPE 1 78 105 121 61 5
�-- 97 116 /
11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL LOT NUMBERIf ;�/
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL //12 68 1 96 100 101 102 103 106 115 122 62��'
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE UNIT TYPE/ELEVATION 2A 64 65 66 1 80 CO
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT 63 67 107 114 HIGH POINT,
CODE SECTION 17.06 PRIOR TO' THE APPROVAL OF F I NAL INSPECTION. INVERT ELEVATION IE 95 s 3 / 5 PAD ELEV. -0. MIN.
81
106 /� �/ A
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BACKWATER VALVES � -� 94 I 113 124 64 / J 56
11 1
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS , 82 e8 I 10'9 112 125 //I (v z z
MATERIAL. ENHANCED BLDG. ELEVAT I ONS 83 93 92 91 90 / 55 m I
ON WHICH FILL I S TO BE PLACED THE TERRAIN 59 65 I
13. IF STEEP SLOPING TERRAIN OCCURS UP RIGHT SIDE OF LOT ESR 60
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LEFT SIDE OF LOT ESL 62 61 , 110 111 1 1 ,ir. N'T I
PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF s �t. 127 I,l 66 Q/ 54
FILL MATERIAL. REAR EB 57 ,,, - �- - �-CLOT_ _ I 5' $ 5' S' B C 5' C I
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14. DURING ROUGH GRADING OPERAT I ONS AND PRIOR TO CONSTRUCTION OF INDICATES EXTRA Vo 85 _ - - �_ ":- �1 67 53 I MIN o0119) me)
ff MIN MIN M I I
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL DEPTH FOOTING PAD PAD
X \ r 22 21 20 - _ I
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO 4455 87 / 25 52
24 23 ' t I I
ADJACENT PROPERTIES. 54 19 � FF z z FF
`. 262 f 1 - 5 I m :2THER METHODS AS APPROVED / ae K
15. DUST SHALL BE CONTROLLED BY WATERING
53 � 16 � � 16
BY THE DIRECTOR OF PUBLIC WORKS. 43 27 24 18 _� I MIN. MIN. I
t� 52 1 �Y
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONT I NUE 42 47 51 , 28 25 23 17 �I I � � I z z �` I
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE / �' a I � +� - z I
I i I o O1
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO 41 22 16 I 1 TRACT 23143-6 m -
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 48 49 50 - 5
i 26 15 123
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE-TENTHS (1 .5) '� 21 /
---' A A
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT , R W
' N VERTICAL HEIGHT. 39 _ - 31 27 14 1
AND FILL SLOPES OVER 30 I
20 7
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATION OF BUILDING 1 32 28 13
11 , rr ;- TYPICAL SIDE YARD DRAINAGE
PAD ELEVAT I ONS. WHERE SPECIFIC ELEVATIONS ARE REQU I RED, THE ELEVA- 37 36 35 34 , 19 12 ��' DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
TION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVA- , 33 29 1 I _ CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE.
TION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL '
GROUND SHALL BE GIVEN. -- 18 9 ,' '
DISTANCE ABOVE THE ADJACENT G D 11
40' 50' 143� � 43 3° ' 32 � 2819. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE , 17 1 33 29 » 5' MIN. 5' MIN. »
PLANT AT 12 ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES (� A( 44 0 6 MIN. 6 MIN. 6 MIN.
1�ry 45 \ 34 30 27MIN. 1 ' 1 ' 3' MIN.
OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE 47 46 31 MUDSILL 3
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS 48 \ 41 32 16 35 31 25 IN GARAGE AREAS MUDSILL MIN. MIN. MUDSILL
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMB I NAT I ONS, Plan T Plan 1 - 26 SILL IS 6 M I N
15' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT _ 40 15 /3s -+ GARAGE FLOOR FG FG
N 3-Car _ --- -f= ,�,,\ ,-- . - ABOVE GARAGE CHAPTER ul CONCRETE rn -- " \ z - 7 a T .-
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C. , C STOOP TYP. T FLOOR SLAB
10.R. T
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20. FINISH GRADESHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT SCALE: 1 " = 150 GARAGE DETAIL 12" M I N. FL 12" MIN.
LESS THAN 1/4„ PER FOOT FOR A MINIMUM OF 3 FEET. a
rn "`' 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. O
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. _ LOTS INCLUDED 21% MAX. MIN. 21% MAX.
64N
22. rn
TOLCOMMNCEMENTY �CORNERS
CONSTRUCTION/GRADING.I N�ATED IN THE FIELD PRIOR � � � 40� � 12" MIN. ABOVE PAD ELEV. SECTION B
5 37 INDEX MAP
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE F ROUND OFF TOP o
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR--' P/L
RECTION OF ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON
5' U_
REQUEST, THE APPROPR I ATE PLAN REV I S I ONS SHALL BE PROMPTLY SUBMITTED Plan 2 Plan 2 _ Plan 3 too Plan 4 i Q
TO THE CITY ENG I NEER FOR REVIEW AND APPROVAL. In In 3-Car V- 5' MIN. P/L
24. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR co � � PAD ELEV 3' MIN. 1 '
PROVIDE ANY CLEARANCES FROM STATE OR FEDERAL WILDLIFE AGENCIES REGULATING PER PLAN MUDSILL MIN. 6" MIN. o)
THE PROVISIONS OF THE CALIFORNIA OR NATIONAL ENDANGERED SPECIES ACTS. •
THE CONTRACTOR/OWNER/DEVELOPER IS RESPONS I BLE FOR OBTAINING THE APPROPR I ATE1 `�" SECTION A- A
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. EXTRA DEPTH
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FOR REAR YARD SLOPES GREATER FOOTING °�'
TYPICAL FOOTPRINT PAD ELEV THAN 5' IN VERTICAL HEIGHT =FG-PAD ELEV W
PER PLAN 2: 1 MAX.
N.T.S. WHERE NECESSARY =
12„ MIN. 6" MIN. �
UNDERGROUND SERVICE BENCH MARK SOURCE OF TOPOGRAPHY OWNER L_DEVELOPER W
p rLANNING ■ DESIGN ■ CONSTRUCTION , BASIS OF EARING OTE 2X MIN.
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ALERT COUNTY OF RIVERSIDE B.M. No. T-27-81 EL=1230.Sfi2 - ADJ. DATE 9-13-82 ANALYTICAL PHOTOGRAMMETR I C SURVEYS, INC. KB HOME THE BEARINGS FOR THIS SURVEY ARE BASED ON A PORTION 21 MAX. SECTION C- C
2 1/2 BRASS DISC IN CONC. CYLINDER STAMPED T--27 81 647 MAIN STREET SUITE 1A 12235 EL CAMINO REAL
CALL TOLL FREE z �� a�xrE Ivo FROM THE INTERSECTION OF FRONT ST. AND RANCHO CALIF. RD. , 3.4 MILES RIVERSIDE, CA 92501 SUITE 100 OF THE EASTERLY LINE OF PARCEL MAP NO. 22429, AS SHOWN o
NORTHEAST ON RANCHO CALIF. RD. 44 NORTHWEST OF RANCHO CALIF. RD. P.M.B. 147/14-19, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA, Q
1-800-422-4133 TeMECUL",CALFOFNA 925M-4679 13' SOUTH OF A 4' 2 BOARD RAIL FENCE, 2' WEST OF POWER POLE #1751130E. (909) 686-5103 SAN DIEGO, CA. 92130-2647 BEING N67 52 50 W.
CONSULTING �-�B.au2 ° FAx 9M.676.7240o • www.RBF.conn c�
SET FIBERGLASS WITNESS POST 1 NORTHWEST OF MONUMENT. (858) 259-6000
DATE FLOWN: SEPTEMBER 30, 1999 LD43-230 G R z
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CONSTRUCTION RECORD DATE BY REV I S I ON5 DATE ACC'D BENCHMARK S S I� DES I CSD BY DRAWN BY CFECKED BY Drawing No. o
SCALE Q� ��� A. JIMENEZ A. JIMENEZ J. TANNER RECOMMENDED BY: DATE: CITY OF TDEPARTMENT OF PUBLIC WORKS 0
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20 � No.60132 Da t e: /S a 3 DEPUTY DIRECTOR OF PUBLIC WORKS
Inspector {� Exp. 06/W/04 x} RONALD J. PARKS TRACT 23143-9
VERTICAL sf C 1 V`` ��� JOHN D. TAN R, I LOTS 111 -- 115v 123 & 127 Q
Date Co I et ed �fF Fad 60132 6- 30--04 =---
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CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCHMARK SCALE QVf F E S S 1 pH DESIGNED BY DRAWN BY CHECKED BY ! Drawing No. o
!� RECOMMENDED BY: DATE. CITY 0 F TEMECULA DEPARTMENT OF PUBLIC WORKS a
���p O I ANNF� �y A. J I MENEZ A. J I MENEZ J. TANNER
Contractor HORIZONTAL �� s Pians Prepared Under The Supervision OfQD
1 " = 20' No.so132 � ACCEPTED BY: IL DATE: ZZ a-3 T CROWNS HILL 2 o
Inspector SEE SHEET No. 1 � Exp. ����� � ��` Date: 4ZI5I- es 3DEPUTY DIRECTOR OF PUBLIC WORKS �
JOHN D. TANNER, III RONALD J. PARKS __ TRACT 23143-9 Q
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VERTICAL sf' C I v I�. �! _ LOTS 111 -- 115 , 123 &t 127 Q
Date Completed 1F 1 R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05
N/A �� c�� p' p rlis PRECISE GRADING PLANS PHASE XIX SHEET 2 OF 2