HomeMy WebLinkAboutLot 1-4, 14-82, 94-137 Precise Grading 1 0-
PRECISE GRADING PLAN
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1 MIN. I I 1 , I GRADING N �., R0
3' MIN. 3' MIN. gil- 'Q/►TA Nis NSIk
FINISH FLOOR Zf M/ Zoo MIN. FINISH FLOOR I I ILI 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISIONS OF THE UNIFORM BUILDING M�O"Ap 0 �IF�
21$ MAX 21% MAX I I 1 I CODE, AS AMENDED BY ORDINANCE NO. 457. � R RANCH GP INDEX MAP
PAD ELEV. - '�� PAD ELEV. 1 1 1 I -� » ,
8" 8» L---- --- - L---- --- - 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = IX DRAINAGE SWALES 1 --100
SHALL BE A MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2 FROM THE
6" MIN. TOP OF CUT OR FILL SLOPES.
SECTION A-A r----------- 3. MAXIMUM CUT AND FILL SLOPE = 2:1.
N
N.T.S. 1 4. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER
F
WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT a
1 I A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP. u�
I I 5. A REGISTERED CIVIL ENGINEER SHALL SUBMT TO THE CITY OF TEMECULA'S ENGINEERING I wpY
DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE
I 1 I WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. --
CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT AND FILL SLOPES. VICINITY MAP
j I 2 j
I NO SCALE
SETBACK PER PLAN SETBACK PER PJA I 1 6. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. ,
R I 7. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY
SOILS INVESTIGATION BY NI DATED TWO SETS OF .•'
3' MIN. VARIES 2' 3' MINL____ ___ _ THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH '` H.QA.
MIN. Zy. MIN. SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS SHEET INDEX: "
19' BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
FINISH S FLOOR
41 22� MlN• S�OpE VARIES 8" S. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE SHEET N0. 1 TITLE SHEET
PAD ELEV. " MAx. 'L•� HOUSE TYPES REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED 130
8110110
PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. SHEET NO. 2 PHASE 3
(SEE ARCHITECTURAL DRAWINGS FOR COMPLETE SHEET NO. 3 PHASE 4 t vo 31
ALTERNATIVE FOUNDATION PLANS DETAILS) ENGINEERING DEPARTMENT PHONE: (909) 694-6411 SHEET NO. 4 PHASE 5
SECTION 9• CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO SHEET NO. 5 PHASE 6
A-A OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO50
SHEET N0. 6 PHASE 7 �, 9 52
N.T.S.
B PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 SNIFFY N0. 7 PHASE 8
WERE PRIOR TO THE APPROVAL OF FINAL INSPECTION. 1� 4a
(FOR USE ERE DIFFERENCE IN PAD GRADES EXCEEDS 0.5') - w SHEET NO. 8 PHASE 9 i
z 10. NO FILL SHALL BE PLACED ON EXISTING GROUND UN1IL THE GROUND HAS BEEN CLEARED OF �` � s3
SHEET NO. 9 PHASE 10 '
WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. 1. j20 48
Qti• MR SHEET NO. 10 PHASE 11
11. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE SHEET NO. 11 PHASE BUILD T 139 0 54
4 ; CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION 1Z7
1 - I SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 47
d
ICA
I �"' 140 � 55
i 12. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE
126 46
o x IRK STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING OW
`� xWATER AND DAMAGE TO ADJACENT PROPERTIES. 125DISTANCE VARIES FINISH FLOOR = A( MBLDG. PAD ELEV. + 0.5' 0 13. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 99 37 0 43
•. �H �� 14. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ,° , ,g 124
• d7 58 �
ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE 1Uo
10 `V 5' MIN. PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. H aA. C 123
FINISH FLOOR r� z m
MIN. N1 MIN. BLDG. TYPE A N A 15. STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND FIVE-TENTHS (1.5) 1a+ � 43
PAD ELEV. IN, PAD ELEV. SHALL BE SUBMITTED BY THE SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND / 3 ® 122
2 0 M//V 1�° M I 12!
� FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
M AX. t y, 90 42
5$ MAX 59'0 I (I>!e = I 4 102 121 so
16. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT y
b 12" CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL ' 5
K HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, I 84 ass 103 120 61 41
SHRUBS OR A COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10 ON CENTER; e Bill
SECTION 13-13 ca TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTER. SLOPES OVER 4' IN VERTICAL HEIGHT ,, 40
N� a- SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER 1� 11p Q2
N.T.S. U.P.C. CHAPTER 10.R. �, 7
MN �
17. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN �..Y^" a 105 11a 63 39
� GARAGE FLR.=
THAN 1/4m PER FOOT FOR A MINIMUM OF 3 FEET. a1
,`
AD ELEV. 106
64
I11 If 1 18. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ,o Z 80
117
ALL PROPERTY �-
19. Y CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO n, 107 11Q 65 37
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. LEGEND: 79
"9 N 20. APPROVAL OF THE P
� SE PLANS Y 1H
o B E CITY OR ITS AGENTS DOES NOT RELIEVE THE ,"� 100 115 ea m
APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS FIRE HYDRANT �C]
N 12 78
OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE a A 109 0
R/W- PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW STREET LIGHT -�--• 114 674) 35
;.� SIDEWALK AND APPROVAL. �; 77
T, 13
21. RETAINING WALLS SHOWN ON THESE PLANS ARE FOR LOCATION ONLY. ALL RETAINING MODEL DESIGNATOR ' 110 113 34
WALLS SHALL BE CONSTRUCTED UNDER SEPARATE PERMIT PER CITY BUILDING DEPARTMENT
P I AL LOT GRADING REQUIREMENTS.
FINISH PAD ELEVATION 175. 14 76
SCALE 1"=15' 112 sa
75
TOPOGRAPHY. FINISH FLOOR ELEVATION F.F. x 15 111 ,3f2
` 70
AERIAL SURVEY DATED: MARCH, 1989 GARAGE FLOOR ELEVATION G.F. 1e H aA. .R72„
T1 it
HIGH POINT HP 73
OWNER: ;�,;
,. 17 74
RICHMOND AMERICAN HOMES FLOW LINE FL 4 mfa
104 W. GRANDE AVENUE, SUITE A `' 3
ESCONDIDO, CALIFORNIA 92025 FINISH SURFACE FS
CONSTRUCTION NOTES & QUANTITY ESTIMATE y f9 25 2a
- 2027
NO. ITEM QUANTITY UNIT ATRUIM DRAIN-NDS80 IN NDS SPEE-D BASIN#110108 EQUAL ® 24
EARTHWORK , 20 21 22 23
1 LOT GRADING (117 LOTS x 15 C.Y./LOT) 1,175 C.Y. FILL 1,175 CY DIRECTION OF DRAINAGE
O2 YARD AREA DRAINS DISCHARGE THRU CURB 234 EA. CUT 1,175 CY ___
IJ
IMPORT 0 CY 2: 1 SLOPE (UNLESS OTHERWISE SHOWN)
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rn CONSTRUCTION RECORD DATE BY REVISIONS CC' BENCH MARK SCALE SE QR�E � Designed By Drawn By Checked By Drawing No.
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MAY 2 REV15E LO'T5, ADD RETAINING WALL MDOIFY RIVERSIDE CO. BENCHMARK T-30-81 2 1/2 �P o LJW JMS RECOMMENDED BY. DATE. /Z / CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
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FRONT . Ac RANCHO CA. RD. ALONG RANCHO
CA. RD. TO THE INT. OF RANCHO CA. RD. do XP. 3/31/2 / !p DEPUTY DIRECTOR OF PUBLIC WORKS ' PRECISE GRADING PLAN
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Vertical � � �`� � � RONALD J. PARKS ��
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TO THE TEMECULA UNION SCHOOL; 1 ELY OF TF '
FLAG POLE. EL = 1063.725 a►F' c�►��F PHASE BUILDOUT - LOTS 1-4, 91-95, 137, 141
RCE No. 43217 Expires 3 31 2000 RCE No. 19744 Expires X30101 _ Sheet 11 of 11