HomeMy WebLinkAboutLot 12-14 Precise Grading GRADING NOTES 2 83
1. ALL GRADING SHALL CONFORM TO THE LATEST PR❑VISI❑N OF CALIFORNIA UNIFORM Rp,N►C� RAND
BUILDING CODE, CHAPTER 33, AS AMENDED BY ORDINANCE 99-23
2 > ROAD w
2, MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% DRAINAGE E C I S G R A D I N G P1 ' AN �
SWALES SHALL BE A MINIMUM [IFF 0,2' DEEP AND BE CONSTRUCTED A MINIMUM (D❑F 2' FROM THE TOP OF CUT OR FILL SLOPES. R� 15�P
3. MAXIMUM CUT OR FILL SLOPES = 2;1, Ll FS 12 � 4
4. PR❑VIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL � VIA RAMI FOP o
FILL SLOPES OVER 5' HIGH, IN CITY OF TEMECULA) STATE 11 F CALIF [IRNIA Luol PAUBA
S, ALLRA � o
G DING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT cn o MoCp,6� 4
S❑ILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL ' HAS BEEN PROPERLY w S �AG0
00
PLACED AND WHO SHALL SUBMIT A FINAL C❑MPACTI❑N REPORT FOR ALL FILLS ROAD o
OVER 1 <
LEGEND � 0 � �`'
DEEP,
za�
6, A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA >.
ENGINEERING DEPARTMENT WRITTEN CERTIFICATI❑N OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRI❑R TO TOP OF CURB 0000,00
ISSUANCE OF THE BUILDING PERMIT, CERTIFICATI❑N SHALL BE TO LINE, T.C. 0 PICO �9y
GRADE, ELEVATION AND L❑CATI❑N OF CUT / FILL SLOPES, FLOW LINE FL P1
RD_
7. PROVIDE BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONGHIGH POINT H.P. T�q R0ND
TOP OF CUT SLOPES,
FINISHED GRADE F.G. CAMPANULA
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN HWY. 79 WAY
ONE FOOT,
9, ALL GRADING SHALL BE DONE IN CONFORMANCE WITH REC❑MMENDATI❑NS OF FINISHED SURFACE F.S. TO SAN DIEGO PROJECT SITE---j
THE PRELIMINARY SOILS INVESTIGATI❑N BY a ,r Rs� Corlsuc.T^NTa oarF 0 GARAGE FLOOR GF 0000,0
yc-rz eMR_14
1 9 Q 4_ m
Ta srw D�
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PAD ELEVATI❑N PE 0000.0 rk,4 �qo
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOM- q VIC INITY MAP
MENDATI❑NS AND CERTIFICATI❑N THAT GRADING HAS BEEN DONE IN CONFORM- FINISHED FLOOR FF 0000.0 NOT TO SCALE
ANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY S❑ILS REPORT.
10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEERING WATER SERVICE W
DEPARTMENT, TELEPHONE (909) 694-6411 AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION, THIS INSPEC- SEWER SERVICE S 3
TI❑N MUST BE APPROVED PRI❑R TO BUILDING PERMIT FINAL INSPECTI❑N FOR a`
EACH LOT, DRIVEWAY
11, CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL I I $
SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT SHALL SLOPE
BE PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE ' 1��q
LOT NUMBER
FROM EROSION AND INSTABILITY IN ACCORDANCE WITH CITY DEVELOPMENT -
12 .� � � HIM Pyr
CODE SECTION 17,06 (RESIDENTIAL), 17,08 (COMMERCIAL/INDUSTRIAL) PRIOR TO PAD ELEV,-o,P'Mil
THE APPROVAL OF FINAL INSPECTION. UNIT TYPE/ELEVATI❑N 2A TRACT 24183-1 A
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS INVERT ELEVATI❑N I.E, R
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS
MATERIAL. z ?
T 48
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN AQ
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. to' TYP, t0'TYP. R
PREPARATION SHALL BE APPROVED BY A REGISTERED ENGINEER PRIOR TO PLACEMENT OF -- ''
A� � �y (EXCEPT (EXCEPT
FILL MATERIAL. 5 B 5 5 B C 5, C
H WHERE WHERE
MIN M I N
N[]TED) MIN MIN CTED)
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF q
PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL "5
SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO " \ PAD PAD z
ADJACENT PROPERTIES. OWN .c z ff ? ff
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER METHODS AS APPROVED N 16 ' � � 16'
BY THE DIRECTOR OF PUBLIC WORKS,
IN. IN.
16 . ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE
TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE o Z ' z �r o
MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO rod M,q cu 10� Mq 0-1
L N
PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. -...,�_ R W x
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEASE ONE AND FIVE--TENTHS ( 1 .5)
SHALL BE SUBMITTED BY SOILS ENGINEER TO THE ENGINEERING DEPARTMENT FOR CUT o
AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT. TYPICAL SIDE YARD DRAINAGE
r-
18. A REGISTERED CIVIL ENGINEER SHALL SUBMIT CERTIFICATI❑N OF BUILDING OR AS SPECIFIED BY PALOMA DEL SOL SPECIFIC PLAN. 0
PAD ELEVATI❑NS. WHERE SPECIFIC ELEVATI❑NS ARE REQUIRED, THE ELEVA- �--�- DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE o
TI❑N (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN, IF AN ELEVA- INDEX MAP CORNER MEASURED PERPENDICULAR TO THE PROPERTY LINE. 0
TI❑N WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED,THE ACTUAL m
DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN, rn
SCALE; 1" = 150
19. EROSI❑N CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE
PLANT AT 12' [IN CENTERS OR ANOTHER APPROVED GROUND COVER, SLOPES W
OVER 15' IN VERTICAL HEIGHT, IN ADDITI❑N TO GROUND COVER, SHALL BE LOTS INCLUDED 6" MIN, 5' MIN, P/L 5' MIN. 6" MIN.
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF, SHRUBS 3' MIN. 1' 1' 3' MIN.
SHALL BE PLANTED AT 10' ON CENTERS; TREES, 20' ON CENTER; COMBINATIONS) MUDSILL MIN, MIN. MUDSILL
15' ON CENTERS, SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTI❑N DEVICES PER U,P,C,, CHAPTER
10.R.
40' 40► .d
20, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERI❑R WALLS AT NOT 40' e.
LESS THAN 1/4" PER FOOT FOR A MINIMUM OF 3 FEET. 40' 12" MIN. 12" MIN.
21 . NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
12" MIN, ABOVE PAD ELEV, 2"/. MIN. 2:1 "MAX, 6" TYP, 2"/. MIN,
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR Plan 1 Plan 21 Plan 3 Plan 417 Un
TO COMMENCEMENT OF ANY C❑NSTRUCTI❑N/GRADING. r. r J J o 21% MAX, MIN. 21% MAX,
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE
`n �"` � , ROUND OFF TOP SECTION B — B
THE APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE COR-- I P/L E
RECTI❑N OF ERRORS OR ❑MISSI❑NS DISCOVERED DURING CONSTRUCTION. UPON 5/ a
REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED
TO THE CITY ENGINEER FOR REVIEW AND APPROVAL,
TYPICAL FOOTPRINT 5' MIN, P/L
3' MIN.
N.T.S.
SECTION A -" A MUDSILL MIN. 6" MIN.
FOR REAR YARD SLOPES GREATER
0
THAN 5' IN VERTICAL HEIGHT Service Alert
TOPOGRAPHY �-
OWNER / DEVELOPER
a
Robert Beira Fill iam Frost do Associates COUNTY OF R I VERS I DE B.M. NO. T-1-81 EL=1026.428 ROBERT BE I N, WILLIAM FROST k ASSOCIATES BU I E COMMUNITIES 12" MIN.
FLAMERS It SURVEYORS 27555 I NEZ ROAD, SUITE 400 11260 EL CAM I NO REAL 2 1 MAX X.
PROFESSIONAL ENGINEERS, 2 1/2" BRASS DISC IN CONC. CYLINDER, 2.4 MILES
21555 n�z RN' �' 4M'ME�CA' 92591 SOUTHEAST ON HWY. 79 FROM I NTERSECT I ON MA I N TEMECULA, CA 92591 SUITE 200 BASIS OF BEARING NOTE 2% MIN. 6" MIN. o
CALL TOLL FREE (909) 676-8042. 1 FAX (909) 676-7240 AND FRONT STREET IN TEMECULA 53.3' SOUTH OF SAN DIEGO,EGO CA. 92130-2647
1-800--422-4133 (909) 676-8042 THE BEARINGS SHOWN HEREON ARE BASED ON A PORT I ON OF THE 21% MAX,
CENTERLINE HWY. 79, 3.2' EAST OF GT POLE (GT 2453) (858) 794-2400 EXT DATE 3-24-99 FIELD SURVEY DATA . 255 CENTERLINE OF MARGARITA ROAD AS SHOWN ON PARCEL MAP NO. _ z
300' EAST OF PRODUCE STAND MIDWAY BETWEEN P.P. ATTN: RICK SCOTT 23432 FILED I N BOOK 159, PAGES 38 THROUGH 61 OF PARCEL SECTION C C o
75580 AND P.P. 75581 ON LINE WITH OLD FENCE LITS MAPS IN THE OFFICE OF THE COUNTY RECORDER OF RIVERSIDE
RUNNING N. k S. SET FIBERGLASS WITNESS POST1' COUNTY, CALIFORNIA, BEING NORTH 16056'06" WEST.
TWO WORKING DAYS BEFORE YOU DIG SOUTH OF MONUMENT. LD'99-244GR
o
i
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK �VESSI H DESIGNED BY DRAWN BY CHECKED BY Drawing o
SCALE ,�� RECOMMENDED BY: DATE: / g No.
R R. FALCON •,J J. MILLS M M. TYLMAN CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS o
V A.
Contractor HORIZONTAL ,��� ��� rl�' �� P1 s 6Yepar'e Under The Supervision Of �
y ACCEPTED BY: DATE: Z¢ QU�1l TA NA
W � � Q
N/A No.43090
Inspector SEE ABOVEEXP. 3/31-W Date: DEPUTY RONALD J DIR.PARKS BL I C WORKS, FOR CITY ENGINEER ;,..�,. ,^r�:r. ]"RA C T NO. 24183-1 a
VERTICAL sf ` ICH EL A. T AN - ,. s o
Date Completed �lF 1F�� R.C.E. No. 4 90 Expires 3-31-00 19744 9-30-01 LOTS 12 - 14 a
N/A �F Ck p R.C.E. No. Expires
'�`
SHEET 1 OF 2
PRECISE GRADING PLAN FOR MODELS
F_
0
cmw
I
LLJ �
\ ST. LIGHT
--------------
VIA DESTELLO N 8" SEWER
1314 15
. - 0--- - i 7
cG
opri .� cool c I at n I , I g" WATER
1714cq
O
�. •os •� Ss 8o n019,f 1" AR/AV
INA
0 G
ST. L'GHT- to
50.00' 50.00' R W 50.00' 50.00' 27.85' 25 70'
S �e S S
6" F.H. o N S o 1087.3 3 087. cy' 1087.8 ? r ��-
I0139. 14 Lo:/ FS S' •� F ?u~ FS ?.t
FS r o 1087.7 o\i,� oN �; 1 0
cn r ` N FS `~ / F N ST. LIGHT
R ,l 1088.67 1087.4 rn rn \
w 1 88.46 _ o, _ FS�-GB c� A FS 1089.5 \ 1089G5 _
Iwo 50 ,- IG
AFS " 1089.06 FS � 1089.7 M
ow 1088.34 o GF= 1089.5 GF= FG
SWALE �,� E-FS-GB- 1089.26 FS 1089.5 FG 1089.7 1089.7
AREA
� � I 1089.5
1'� - co - 1088.7 FG 5
5' 1088.66 ' 10$•8_90 z H 1089.3 I 1088.5 �n
,� 6.2 17.8 20 FS FS GB -' - � FG I , E GB to E GB
1.0 i i I 1088.54 5 I J `n Ll ,
-FS-GB _ X1089.3 1088E-G8 5 i 0.2 DF •(201089.5 .2' DF 0 2 �q� z I 7
I _ 1088.98 12 I r 13 �FG Z' iz 14 � 3 '
I GF-1089.5 I --•� .� I a� 35
1 2% dX. FS-GB 0.2'rDF • 20' o -
LOT 15
2X -- �.''M Oa9.o7 I-7/ ,'�' I 28 z o 3A 4.. o ae I 4C ,� Qv VACANT LOT � 4' ' 25
-- .. ������� Fs zZ Fc? � I � N E 5 54
II FF=1090.00 FF=1090.00 J FF=1090.20 p1089.51I PE=1089.5 PE=1089.5 j PE=1089.7
i 4 FS 1 o FS ae a I r 5 W
I I ( a 5 5 089.5 w
o 1089.5 N z 1089.5/ 1089.5 z FG 2Z
2� T 3 FG o FG FG o c•+��
__�•I �- 1% 1X 1% 1 � 1089.7 z 1089.7 c
SECTION A-A ,. ,, �. � ,� ,� o cnr ._
6.2 13.8 22'_ 3' 4` B MIS MIN It MIN 1X 1X FG )
NOT TO SCALE B " --`� 3 +�
o
42 ��°'� _ �°�' - MIN MIN ! !
_ n .� h +�
_ �,,,, , , w ! I
TOILET Cc' 1089.91 r ��� EX. 6" F.H.
( i
R CD
r FACILITYLjj
�.
R *TRAVEL WAY 1089.39 2 1089.55 s, 00
5 a� ! I
50 FS 'Q 50.00 50.00 50.06 48.48'
I
r� o
� SWALE FS ^
11089.FS 50-01' J► _ _. h .� _ _. .... r.. - - - -.. _.. - ._
*6.2 No an *13.8' 22' PARKING 7' 1089.89 1090.07 •�` �`'' '� '`,�� ` I I
I STALL 3' 4' 3' i LOT 12 �h FS FS
i3 2 I
� 1
SECTION B -B W
NOT TO SCALE CAMPANULA
wr rr w
. .,.. 38 - 40 ,... .
37
ter. ter.
..• r .ww+ Mr.
CONSTRUCTION NOTES
A.C. PAVEMENT
IS
(D-- 4.0' PCC SIDEWALK •-
0
CONCRETE WHEEL STOP
0- 3" PVC DRAIN PIPE N
rn
0
UNDERGROUND SERVICE
W
ALERT Robert Bein, William Frost do Associates °o
PROFESSIONAL ENGINEERS, PLANNERS k SURVEYORS
CALL TOLL FREE 27555 YNEZ ROAD, STE. 4009TEIECULA CA. 92591 20 0 20 40 60
1 -800-422-4133 (909) 676-8042 , FAX (909) 676-7240
0
Q
GRAPHIC SCALE
TWO WORKING DAYS BEFORE YOU DIG LD99-244GR
o
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE QRpvESS10* DESIGNED BY DRAWN BY CHECKED BY DRAWING NO. o
o '�! R. FALLON . SM I TH M. TYLMAN RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS CITY O E T E M E C U L A o
HORIZONTAL ,�� ��� ly�� �ya� P1 s P ar d Under The Supervision Of
CONTRACTOR � a �y i P
Q �- .ram . / 4 o
1 "=20' w No.43090 ACCEPTED BY: DATE. QUINTANA2
INSPECTOR SEE SHEET 1 �Xp. 3/31-00 � Date: O DEPUTY DIR. OF PUBLIC WORKS, FOR CITY ENGINEER ,� ::: -,YA..TN TRA C T NO. 24783- 7 a
f �, �'¢
MICHAEL A. AN RONALD J. PARKS - 0
VERTICAL I V A : , A,,h;:A n LOTS 2 14
DATE COMPLETED 1R.C.E. No. W090 Expires 3-31-00 R.C.E. No. 19744 Expires 9-30-01 �rr��1999�N/A of c�` PRECISE GRADING PLANS FOR MODELS SHEET 2 OF 2