HomeMy WebLinkAboutLot 9-13, 76-82 Precise Grading I I I
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SETBACK -
PER PLAN --- r---� LOTS 13, 76-82
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(5' MIN.) I I I I I �J, .
1' MIN. I I I I I I 3 I mac, Opo
1 MIN. I I I I I GRADING NOT--F -4�T,q R
3' MIN. 3 MIN. I I I I A Nis \P
FINISH FLOOR 2 �N. FINISH FLOOR 1 j I j 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISIONS OF THE UNIFORM BUILDING M RROAD RANCHO Cp,�\F
21 q
P/N. 2% M X I I I I CODE, AS AMENDED BY ORDINANCE NO. 457. 4` RAN INDEX MAP
4 MAX .� � Z1%`� PAD ELEV. 1 0=1 00'
PAD ELEV. 8„ L____ ___ _J L---- --- -J 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1X DRAINAGE SWALES -y
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 --
F-----_-__--1 3. MAXIMUM CUT AND FILL SLOPE = 2:1. X
N.T.S. 4. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER
WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT
A FlNAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.
5• REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULAS ENGINEERING
A RTER ' I WAY
I I N
TRACT MAP NO 28850
DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE
WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT.
8 ,o
2 i CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT AND FILL SLOPES. VICINITY MAP �a q
6. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. NO SCALE
SETBACK PER PLAN I SETBACK PER PLA i I
R I I 7. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY
SOILS INVESTIGATION BY -PETRA GEOTECHNICAL_ DATED JANUARY 20. 1998 . TWO SETS OF
3' MIN. VARIES 2' 3' MIN. E____ -__ -J THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH Mai. "AN
MIN, Z% 0\ SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS SHEETINDEX:
1% IJ1 AX BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
FIN I SH FLOOR 2. MIN OPE 8�► 8. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE SHEET NO 1 TITLE SHEET
219° X 3�
MGI 21 S�- VARIES REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED SHEET NO. 2 PRECISE GRADING PLAN � ��
PAD ELEV. HOUSE TYPES$ PRIOR TO BUILDING PERMIT FINAL INSPECTION F A T„ L EC ON OR EACH LOT.
�¢ r
(SEE ARCHITECTURAL DRAWINGS FOR COMPLETE
FOUNDATION PLANS dt DETAILS) ENGINEERING DEPARTMENT PHONE: (909) 694-6411
ALTERNATIVEt34
9. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO so
SECTION A-A OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO 135 0
PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457
N.T.S. B PRIOR TO THE APPROVAL OF FINAL INSPECTION. t 129
(FOR USE WHERE DIFFERENCE IN PAD GRADES EXCEEDS 0.5') � - 137 W 46 .
• 10. NO FILL SHALL BE PLACED ON EXISTING GROUND UNIT THE GROUND HAS BEEN CLEARED OF
mm > WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. tae Ise 48
Q ON so
11. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE 1�r
CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION
127
I I SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 140 85 97 0 47
1 128
12. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE 04
40
R b �N STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING 59
X X WATER AND DAMAGE TO ADJACENT PROPERTIES. ,,,� 123
DISTANCE VARIES A b FINISH FLOOR = w 13. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 02 57 45 r
BLDG. �- PAD ELEV. + 0.5
B �`� 1 � 124
14. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION 44
10, ry- ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE 87 100 123
FINISH FLOOR 5 MIN. PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 2 MaA
88
MIN. I MIN. BLDG. TYPE A IIas 43
A 15. STABILITY CALCULATIONS WI1H A FACTOR OF SAFETY OF AT LEAST ONE AND FIVE--TENTHS (1.5) 3 � to1 tet
PAD ELEV. I IIS PAD ELEV. SHALL BE SUBMITTED BY THE SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT AND
Lg"' 2q M/N 1q° MINX FILL SLOPES OVER 30 IN VERTICAL HEIGHT. 4 Av taz 12142
so
MAX 16. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT
II 12" CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL s fog 120 et 41
HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE PLANTED WITH APPROVED TREES, 84
SHRUBS OR A COMBINATION THEREOF. SHRUBS SHALL BE PLANTED AT 10' ON CENTER; d3SQCTION B-B TREES, 20' ON CENTER; COMBINATIONS, 15' ON CENTER. SLOPES OVER 4' IN VERTICAL HEIGHT SHEET 2 too 11I 62 40I� �II SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
N.T.S. U.P.C. CHAPTER 10.R. PI.,IASE 2 7
II �t::.:.:..:.: taa 1ta ens is
17. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN
a
: :.:.:.::::. ::.:.:.:.:..:.:':::
:
THAN 1/41' PER FOOT FOR A MINIMUM T
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f
/
OF3FEE .
GARAGE tae 38
FLR
117
II
PAD ELEV.
II
I
..18. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALLBE PERMITTED. : :::::::::::::::..::: : .
I I 37
t
07 tte
19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
COMMENCEMENTOF ANY CONSTRUCTION GRA I
NG.
LEGEND:
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Its
20. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE .
APPLICANT AND HISENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION lON OF ERRORS FRE HYDRANT ANT
II II OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE far 1t4
PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW 07
STREET LIGHT
w
AND APPROVAL.
M SIDEWALK7.
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110
113 34
21. RETAINING WALLS SHOWN ON THESE PLANS ARE FOR LOCATION ONLY. ALL RETAINING MODEL DESIGNATOR 1
WALLS SHALL BE CONSTRUCTED UNDER SEPARATE PERMIT PER CITY BUILDING DEPARTMENT 14 :: :::':::
REQUIREMENTS. FINISH PAD ELEVATION 175. 112
p m
SCALE 1"=15' 73
FINISH FLOOR ELEVATION F.F. 1s
TOPO ORAPW 1
AERIAL SURVEY DATED: MARCH, 1989 GARAGE FLOOR ELEVATION G.F. to PLaA 'r
HIGH POINT HP 1 17 74 73 72 71
RICHMOND AMERICAN HOMES FLOW LINE FL 1a •
104 W. GRANDE AVENUE, SUITE A
CONSTRUCTION NOTES do QUANTITY ESTIMATE
EscoNDlDo, CALIFORNIA 92025 FINISH SURFACE Fs 24
M � n
NO. ITEM QUANTITY UNITEARTI-IWORK ATRUIM DRAIN - NDS80 IN NDS SPEE-D BASIN #101 OR EQUAL
20 2,
1Q LOT GRADING (12 LOTS x 15 C.Y-AOT) 180 C.Y. FILL 180 CY DIRECTION OF DRAINAGE •
Q2 YARD AREA DRAINS DISCHARGE THRU CURB 24 EA. CUT 180 CY —
IMPORT 0 CY 2: 1 SLOPE (UNLESS OTHERWISE SHOWN) ___Y_
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1-800-422-4133 LOT NUMBER 12
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�B�D W50 II Camino Real. suite 200 PHASE NUMBER
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA 3��
333MNTON Carlsbad, California 92008
&AUN10CMATM (760) 498 — 1210
CONSTRUCTION RECORD DATE BY REVISIONS CC'D BENCH MARK SCALE SEA ' 0FESS/0 Designed By Drawn By Checked By Drawing No.
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N _ �9 p.G ��, LJW LJW RDG RECOMMENDED BY: DATE: -7130 4 CITY OF TEMECULA DEPARTMENT OF PUBUC WORKS
RIVERSIDE CO. BENCHMARK T30-81 2 1/f ��� �, R` y
co BRASS DISK IN CONCRETE FLAGPOLE BASE Horizontal '�� Plans Prepared Under Supervision of
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STAMPED T-30-81. 1 MILE NE'LY OF INT. OFAS SHOWN w No. 30452 ' > - ACCEPTED BY: I�✓ � DATE: F �- 9�j PRECISE GRADING PLAN
FRONT ST. & RANCHO CA. RD. ALONG RANCHO a Dw• 3--m-00 / DEPUTY DIRECTOR of PUBLIC WORKS
o CA. RD. TO THE INT. OF RANCHO CA. RD. �c - -^ Z`r ..T� p� PHASE 2 _ LOTS 9_ 3 76-82
Vertical _,.,. RONALD J. PARKS
MORAGA RD; 2 MILES N'LY ALONG MORAGA RD s c/v iI �� -- _- -
i TO THE TEMECULA UNION SCHOOL; 1' ELY OF �� , RONALD D. GRUNOW
N FLAG POLE. EL = 1083.725 °� c��� RCE No. 30452 Expires 3/31/00 RCE No. 19744 Expires 9/30/01 TRACT MAP NO. 28850 Sheet 1 of 2
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UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BEN'TON Carlsbad. California 9z008
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CONSTRUCTION RECORD DATE BY REVISIONS CC'D BENCH MARK SCALE SEA e�oFEss,oN Designed By Drawn By Checked By Drawing No.
. 713�� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
I RIVERSIDE CO. BENCHMARK T-30-81 2 1/2' �� 0•CR ��Fy LJW LJW RDG RECOMMENDED BY: DATE'
o BRASS DISK IN CONCRETE FLAGPOLE BASE Horizontal �' '�� Plans Prepared Under Supervision of /
STAMPED T-30-81. 1 MILE NE'LY OF INT. of AS SHOWN W °` "°• - �' WACT MAP NO. 28850
30452 ,� ACCEPTED 8Y. DATE.
N CCA.FRONRD.To THE iN. CA.
f RAANNCIII A.RD.CM � � -� ° PRECISE GRADING PLAN
' , DEPUTY DIRECTOR OF PUBLIC WORKS
= MORAGA RD; 2 MILES NLY ALONG MORAGA RD Vertical ,��' ay�y�L �� RONALD D. GRUNOW RONALD J. PARKS
a- TO THE TEMECULA UNION SCHOOL; 1 E'LY OF CF CA��Fd PHASE 2 - L.Q T S 9- 3, 7 6-82
, 2 of 2
FLAG POLE. EL = 1083.725 RCE No. 30452 Expires 3/31/00 _ RCE No. 19744 Expires 9/30/01