HomeMy WebLinkAboutLot 5-8, 83-90 Precise Grading CIS GRADING LAN
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I I I
19� Y
I I SITE
SETBACK I I I 1 C
LOTS 5-8,PER PLAN � --- � � r-s" � 83-90
(5' MIN.)
1' MIN. F'L , I I I I I I 3 I �Z �'� PO
1 MIN. I 1 I I I GRADING NOTA �, �-� R�
3' MIN. 1 I I 1 `v 'STA R
3' MIN,
- T II I I I AGA
FINISH FLOOR 2� MSN Zqo MIN. FINISH FLOOR I I I I 1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISIONS OF THE UNIFORM BUILDING MO DAp
2yq MGI 1% MAX I I I I CODE, AS AMENDED BY ORDINANCE NO. 457. ` R RANCHO GP INDEX MAP
PAD ELEV. X, - PAD ELEV. I I I I 1"=100'
S„ 8„ L____ --- _J L-__ _ ___ _ 2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1X. DRAINAGE SWALES �o�
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
�o
N.T.S. 4. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS ENGINEER n
WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT � �.
I A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. n
I cr 79
I I 5. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF IEMECULA'S ENGINEERING GNWA
Y �,,
I - - I DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE HI '
WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT.
I 2 i CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT AND FILL SLOPES. VICINITY MAP
TRACT MAP NO 28850
1 6. A FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN (E FOOT. NO SCALE
SETBACK PER PLAN SETBACK PER PLA I I
R I 7. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY `"
I SOILS INVESTIGATION BY -PETRA GEOTECHNICAL DATED _JANUARY 20. 1998 TWO SETS OF
3MIN. VARIES 2' 3' MIN. L___- ___ _J THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE ENGINEERING DEPARTMENT WHICH �'' PLaA. .A"
MIN. 2-% MIN. SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS SHEET II DEX:
1 q M A BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.FINISH FLOOR
� r, tJv
z1q MSN• S�-Op VARIES 8
918. THE CONTRACTOR SHALL NOTIFY THE ENGINEERING DEPARTMENT AT LEAST 24 HOURS IN ADVANCE SHEET N0. 1 TITLE SHEET
8
PAD ELEV. Ak• Z•1 HOUSE TYPES, REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APPROVED 1J1
PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. SHEET NO. 2 PRECISE GRADING PLAN
01/1-11
fav
(SEE ARCHITECTURAL DRAWINGS FOR COMPLETE ENGINEERING DEPARTMENT PHONE: (909) 694-6411 ,, fa3
ALTERNATIVE FOUNDATION PLANS dt DETAILS) '
9. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO �'� 130 �
SECTION A-A
GREATER THAN 3 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO 135 52
B PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ACCORDANCE NTH ORDINANCE N0. 457
(FOR USE WHERE DIFFERENCE IN PAD GRADES EXCEEDS 0.5 ) tJ7
40lav
N.T.S. - - PRIOR TO THE APPROVAL OF FINAL INSPECTION. �,.�''�
_ 10. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF
=2 > WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL. SHEET 2
Q Id I 11. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE VASE I fav
�-
�„ CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION 1n 47
SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 140
to
z ms 12. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE
R
bSTRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING
� vt�t �
X WATER AND DAMAGE TO ADJACENT PROPERTIES. �''
DISTANCE VARIES A
FINISH FLOOR
e'' !J f,Zs
7 45
BLDG.
13. U
s
I
D ST SHALL BE C
ONTROLLED BY WATERING OR TH
0 0 ER APPRO
VED METHODS.
.� PAD ELEV. + 0.5 u
124
q
B '�
1
14.
ALL EXISTING
N DRAINAGE COURSES. SES ON THE PROJECT SITE M 'f
UST CONTINUE T
ESPECIALLY
DURING STORM CONDITION P ', ei�.....
S PROTECTIVE MEASURES AND TEMPORARY DRAINAGE Z ,/' �
10 ry foo fsJ
PROVISIONS
r
. ONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING G GRADING OPERATIONS. .� ����.�����. H aA.
FINISH FLOOR
5 MIN.
E Al10NS.
, �'
2
MIN. iii:.
u
MIN. B ,
BLDG. TYPE �'
1
5 STABILITY CALCULATIONS LCULAl10NS WI
TH A FACTOR
OF SAFETY OF AT
LEAST ON AN
A
A
E D FIVE-TENTHS 1.5
( for
1�
SHALL ,
3
BE SUBMITTED Y
B THE SOILS ENGINEER
PAD ELEV. E G NEER TO THE ENGINEERING DEPARTMENT
N-
PAD
ELEV.
DE ARTMENT FOR
CUT AND
r r`
2 1 ,
9'
M
0
p I
M
1
q
I
8 FILL N
X.
� L SLOPES OVER
30 IN VERTICAL HEIGHT.
S M
A
9'
O
O
q
5
p 411Grl Z1ISD
�1I
a
16.
EROSION CONTROL: ALL GRA
DED SLOPES
SHALL BE PLAN
TED WITH ROSEA I
CE PLANT AT
12 CENTERS OR ANOTHER 0 ER APPRO
VED GROUND COVER.VE SLOPES OVER,�II
VE 15 IN VERTICAL
,
41
HEIGHT
IN ADDITION
TO GROUND 0
�,. 1QT f�
COVER, SHALL B P of
.::es:::::::::.
E CANTED WITH APPROVED 1R �:�.�:�: `�:'�:=: � .::::=:�:::.:::�:�:�:�:�: :�:�:�.���:�:�:�:�:::::..::�:::�:
EES, ::. ::::.�.::::::::::: :::::::::::::::::.:.::::
SHR
s
UBS ORAOM
C BINAlION THEREOF.E EOF. SHRUBS
SHALL BE PLANTED AT 10 ON
CENTER;
TREES, 20
ON CENTER; COMBINATIONS, 15
' 40
ON CENTER. P
, SLOPES OVER 4 I .�
N VERTICAL HEIGHT e2
B
U
E GHT
r'
SECTION �3
.....
SHALL HAVE P
0
�� 10� 110
VE ERMANENT IRRIGATION SYSTEMS II TE S WI1H BACKFLOW LOW PREVENII
ON DEVICES PER
N.T.S. U.P.C. CHAPTER 10.R.
:.:............ ------------- .:.:.:..:.:.: ............ : =:_:.__:.
� II
r� 82 eJ
�I 17. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN
. =::;`:_.:.. . :::.:; fns 118 av
ARA( •= THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET, of
II to
PAD ELEV. 18. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. tt�
10 en
I � I
19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 107 its 37
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. LEGEND: 79
• 11
b 20. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE too Its
Y N APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS FIRE HYDRANT Dap
p II OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE 12
R. PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW STREET LIGHT10 114 e7 is
SMALX AND APPROVAL. 77
11J
21. RETAINING WALLS SHOWN ON THESE PLANS ARE FOR LOCATION ONLY. ALL RETAINING MODEL DESIGNATOR 1 13 110 M 30
TYPICAL WALLS SHALL BE CONSTRUCTED UNDER SEPARATE PERMIT PER CITY BUILDING DEPARTMENT FINISH PAD ELEVATION175. 14 76
___L0j GRADING REQUIREMENTS.
112 N 53
SCALE 1"=15' 75
TOPQGRI FINISH FLOOR ELEVATION F.F. 's 111 JV
70 I
AERIAL SURVEY DATED: MARCH, 19119 GARAGE FLOOR ELEVATION G.F. 10 MOA it
HIGH POINT HP
1 17 74 7372 yy J1
RICHMOND AMERICAN HOMES FLOW LINE FL 18 30
104 W. GRANDE AVENUE, SUITE A
CONSTRUCTION NOTES do QUANTITY ESTIMATE ESCONDIDO, CALIFORNIA 92025 FINISH SURFACE FS to
ITEM QUANTITY UNIT EA12THW ATRUIM DRAIN - NDS80 IN NDS SPE-D BASIN OR EQUAL ® 21
24 �
27
No. ORIC
Q LOT GRADING (12 LOTS x 15 C.Y.AOT) 180 C.Y. FILL 180 CY DIRECTION OF DRAINAGE
CUT 180 CY
IMPORT 0 CY 2: 1 SLOPE (UNLESS OTHERWISE SHOWN)
M& 1rou F
1-800- 422-4133 LOT NUMBER 12
AT MW„ °� C19019BY rs m PUnnere a Surveyors 1
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA
BAD 5650 II Camino Real. Suite zoo PHASE NUMBER LD99- 2590Q
3
BFJNTON Carlsbad, California 92008 LD99-089GQ
&AMMIZATM (760) 438 - 1210
rn CONSTRUCTION RECORD DATE BY REVISIONS CC'D BENCH MARK Drawing No.
� SCALE SEA • XA- F s�aN Designed By Drawn By Checked By
0 � P �E � IVERSIDE CO. BENCHMARK T-30-81 2 1/2' �4``�' �•QipG�Fy LJW LJW RDG RECOMMENDED BY: DATE: �J
CITY 4F TEMECULA DEPARTMENT OF PUBLIC WORKS g
n BRASS DISK IN CONCRETE FLAGPOLE BASE Horizontal �o� z Plans Prepared Under Supervision of
STAMPED T-3G-81. 1 MILE NE LY OF INT. OF AS SHOWVNw No. 30452 m ACCEPTED BY: DATE: 7 L/ PRECISE GRADING PLAN
c7 FRONT ST. & RANCHO CA. RD. ALONG RANCHO a Exp. 3-31-00 X
o CA. RD. TO THE INT. OF RANCHO CA. RD. & DEPUTY DIRECTOR OF PUBLIC WORKS
MORAGA RD• 2 MILES N'LY Vertical U RONALD J. PARKS PHASE -
ALONG MORAGA RD sciv��- .� RONALD D. GRUNOW
1 LOTS 5 8, 83 9C�
TO THE TEMECULA UNION SCHOOL; 1 ELY OF OFaA��F
FLAG POLE. EL 1083.725 RCE No. 30452 Expires 3/31/00 RCE No. 19744 Expires 9130/01 . TRACT MAP NO. 28850 Sheet 1 of 2
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1-800--422-•4133 CROSBY Zhemers - Planners Sur yors
�no V q= MEAD 5650 El Camino Real, Suite 200
Q- LD99- 2 59G
UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA BENTON Carlsbad, California 92008
&as■oC=A=i (760) 438 - 1210 LD99-089 G
rn CONSTRUCTION RECORD DATE BY REVISIONS CC'D BENCH MARK SCALE SEAL' Q�oFESSiov Designed By Drawn By Checked By Drawing No.
R� P EL RIVERSIDE CO. BENCHMARK T-30-81 2 1 2" �V 0.GR - LJW LJW RDG RECOMMENDED BY: DATE: ��Z�l CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS
n / Horizontal ��" � , ti�
o BRASS DISK IN CONCRETE FLAGPOLE BASE '� z Plana Prepared Under Supervision of
rSTAMPED T-30-81. 1 MILE NE LY OF INT. OF E °[ No. 30452 m DATE: IA/
Lil-FRONT ST. k RANCHO CA. RD. ALONG RANCHO AS SHOWN � 3.-31-00 M ACCEPTED BY: TRACT MAP NO. 28850
CA. RD. TO THE INT. OF RANCHO CA. RD. �v! DEPUTY DIRECTOR OF PUBLIC WORKS
MORAGA RD; 2 MMES N'LY ALONG MORAGA RD Vertical *� CIv'� \�* RONALD J. PARKS PRECISE GRADING PLAN
� TO THE TEMIECULA UNION SCHOOL; 1' ELY OF ��� F� RONALD D. GRU OW
FUG POLE. EL = 1083.725 ���"� RCE No. 30452 Expires 3/31/00 RCE No. 19744 Expires 9/30/01 P�--IA � I LOT �J-8, 83-9Q Sheet 2 of 2
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