HomeMy WebLinkAboutBorrow Site Grading .1
ROUGH GRAOING GENERAL NOTES
I . ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, CHAPTER 70,
AS AMENDED BY ORDINANCE 457 .
2 . MINIMUM BUILDING PAD AND DRAINAGE SCALE SLOPE SHALL BE 1% IF CUT
P3064OR FILL IS LESS THAN 10 2% IF CUT OR FILL IS GREATER THAN 10FHAC F NO '
.. DRAINAGE SWALES SHALL BE A MINIMUM OF 0 . 2 ' DEEP AND BE CONSTRUCTED
A MINIMUM OF 2 ' FROM THE TOP OF CUT OR FILL SLOPES.
3 . MAXIMUM CUT AND FILL SLOPE,-2: 1
4 . PROVIDE 5 ' WIDE BY i ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL
VCOUNTY ,
FILL SLOPES OVER 5 ' HIGH
A F
� ORN A 5 . ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT ,
SOILS ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY
�C4[F. PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS
�-- OVER 1 'DEEP .
I 2 6 . A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE BUILDING AND SAFETY
001 DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
--- - -�� ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE
_ BUILDING PERMIT . CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION
• ��~�``�"�- - pFPPE C AND LOCATION OF CUT FILL SLOPES .
WALE IN FEET 7 . PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YEAR Q STORM DRAIN
FLOWS, ALONG TOP CUT OF SLOPE.
- zoo 0 200 ao0 8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN
�R/V
ONE FOOT .
Q - F 9, ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
THE PRELIMINARY SOILS INVESTIGATION BY PETRA GEOTECHNICAL, INC .,
ft DATED MAY 81 1989. TWO SETS OF THE FINAL COMPACTION REPORT
• SHALL BE SUBMITTED TO THE BUILDING AND SAFETY DEPARTMENT WHICH
SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS
OF THE PRELIMINARY SOILS REPORT .
10 . THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY
DEPARTMENT AT LEAST 24 HOURS IN ADVANCE REQUESTING FINISH LOT GRADE
AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE APROVED PRIOR
doo TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT .
O�P c 11 . CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL
SLOPES EQUAL TO OR GREATER THAN 3 ' IN VERTICAL HEIGHT SHALL BE
�� _ Lq�< r.• PLANTED WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM
�q,QT EROSION AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR
TO E APPROVAL OF FINAL INSPECTION.
/ 0'00 12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
Z BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS
MATERIAL .
13 . IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TC BE PLACED,
IT MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR
FULL SUPPORT . PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS
ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
14 . DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF
PERMANENT DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE
♦ PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PRO-
PERTIES.
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
16 . ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO
FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES
AND
..
TR. 23064-2 PROPERTIESADUAI DRAINAGE
GAADINGPROVISIONS
OPERATIONSMUST BE USED TO PROTECT ADJOINING
17 . STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH
(1 . 5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND
LEGEND: SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL
HEIGHT .
• 18 . A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS
�� -----� �---- LIMIT LINE OF GRADING ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
TOP BE GIVEN . IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE
2: 1 2: 1 SLOPE (UNLESS OTHERWISE NOTED) IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL
TOE - _• • - .. ., BE GIVEN.
19 . EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH AOSEA ICE
��. ��-• .�� • - DAYLIGHT CUT 1 1 PLANT AT 12" ON CENTERS OR ANOTHER APPROVE' GROUND COVER. SLOPES
1105 FINISHED GRADE CONTOUR , OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER, SHALL BE
PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF.SHRUBS
(1105) EXISTING CONTOUR SHALL BE PLANTED AT 10 ' ON CENTERS: TREES, 20 ' ON CENTER: COMB INAT-
R. 2 3 4IONS,
,,,,,,1 -"� 15 ' ON CENTERS. SLOPES OVER IN VERTICAL HEIGHT SHALL HAVE
DIRECTION OF FLOWPERMANENT IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER
U.P . C . , CHAPTER 10 . R.
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT
i LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3 FEET.
21 . "NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE
R E C E I V E L� PERMITTED. 0
a
County of Riverside 22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR
CKXMW OF RIVI gIDE Building&Safety TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
DEPAFffMENT OF
BORROW AREAS BUILDING a SAFETY JAN 19 W5
APPPOM
♦ FAVEWM BY 9�
rr ENGINEERS NOTE
` Approw�l of*+ own*W not be owa*uW b dr
0pwd*ow.orunoppromwat,a"Vw0 and am CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
~t"'p'aiIdwoofftPum°'rmmtylw& Tft FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS
wt°tprwow.tb°w°'pRaM'er�rj°'bynd�aa�g1��` PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS RE-
QUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS, AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY 'AND HOLD THE OWN-
EARTHWORK A N ER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED,
- TITI, U E5 IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING
FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. '
10
CUT 1609000 cY Y -�9
H� Nwa A,HOw° ,, THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE
FILL 0 CY � qy' ��� � RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES
TO PROTECT THE UTTLITIES SHOWN ANO ANY OTHER LINES OR STRUCTURES NOT
SHOWN ON THESE PLANS AND IS RESPONSIBLE FOA THE PROTECTION OF, AND ANY
DAMAGE TO THESE LINES OR STRUCTURES.
�tr
it
BENCHMARK DESCRIPTION '
ELEVATION: 1052.514 DATE: 9-13-82 r
�� RIVERSIDE COUNTY DESIGNATION: T-2-81 STAMPED ON 2 6 1/2' BRASS DISK '
'`S'0 IN CONCRETE CYLINDER. 3 . 4 MILES SOUTHEASTERN ON HWY. 79 FROM THE INTER-
` `'' rLf SECTION OF MAIN STREET AND FRONT STREET IN TEMECULA AT SOUTHWEST CORNER
vicibUix MAP OF THE INTERSECTION ON HWY. 79 AND MARGARITA ROAD. 109 SOUTH OF THE
r.. No 48060 '" NOT TO SCALE STREET CENTER LINE OF HWY. 79. AT THE NORTHEAST FENCE CORNEA OF 6 ' CHAIN
LINK FENCE AROUND WELL SITE. 9' SOUTH AND 2' EAST OF NORTHEAST FENCE
�" �� � - 95 * CORNER. SET FIBERGLASS WITNESS POST i ' SOUTH OF MONUMENT .
Copyright 0 1994
' N OTEr ALL EXCAVATED MATERIAL TO BE EXPORTED-TO F cA4 By Trans-Pacific Consultants, Inc.
Temecula, California SCHEDULE � A � SUBDIVISION
TAACT 210s7 (CCTY F TEMECULA PERMIT LD 94-088 GR All Rights Reserved
UNDERGROUND ALERT INFO: SOURCE OF TOPO OWNER / DEVELOPER: SOILS ENGINEER : REVISIONS.' SUBMI TTED BY.•
� R.4NPA C ENGINEERING CORP. OF RI VE/9SIDE
RDHK VENTURES il'C L 27447 ENTERPI9ISE CIRCLE WST
48 HOURS PRIOR TO ANY AMERICAN AERIAL SURVEYS, INC coo W. W . DEAN S ASSOCIATES PETRA GEOTECHNICAL. INC . RECISTERW CIYI[ EAWAVER AV TEACCULA, CALIFaW1A 92390 ACT �,,", '
GRADING IN THE VICINITY 564 SOUTH STEWART DRIVE 41877 ENTERPRISE C1R.,NORTH 3185-A AIRWAY AVE . DATE_ _EXP. /Z 31 9 rEL. (714) 676-7000 �0�4 1 OF
OF UTILITIES CONTRACTOR COVINA, CA. 91723-3197 TEMECULA CALIF. 92390 COSTA MESA, CA . 92626 APPROVED BY.' SCALE: BENCH NARK: 1
SHALL NOTIFY (U.S. A .) (818) 331-4600 (714) 549-8921
BORROW SfTE
UNDERGROUND SERVICES "714 ) 699--5330 3. awns
� �
ALERT AT: AS SHOWN r/rZe E ,SHEE T
1-800-422--4133 • RlWAS" COUffY,CALIF.
S EE ABOVE . , FrL E o.
DA TE: �� Tu��s^o �„o� �► DATE:
RDHX VENTURES F.B. !
- �,
mill
IFS ,
i •
~`
�
4: — �_ -A
Z.
gyp,
-//]p
SSIC -- I_
\ ' \
OL
Y4 roAt mlpo p'Ap 'Z
111111116.
N
Cam► — j --
L CUT
/144
IZ-
it 0
a \ 1 I
X LIMITS OF ALLU bm '\
FIZ-4_ To 6 X s oR _, „ 2. _ PER SOILS REPOR
� r. � � -.
w/ Svi rA B Z_E com q G
7-er,o MA 7-4FR/q L,•
Lw
Nt
00UNTY OF RNERSIDE
DEPARTMENT OF
i//9. o , /5 It �2a. o ND TE BUILDING a SAFETy
�c c. I F S. /4 T` l /,z;pAvAv /4 �Mk OVER OWNER TO DE-WATER EXCAVATED CANYONS WITH ~� V FEVEWED
APPROVED ;
M/RAF/ 700 FAG TER FA,eRIc TEMP PUMPS AFTER EACH RAINFALL EVENTS. 4 ° ` BY
� ' .
&1C/6 T. pOCIM r1+•�++�� .�"..�"• W/ 461, GrQRI/6C. RRo rec r/per/ '��
6� IL/� 1r
---• -— r oil,. ///0•a E xp 12 31 95 is w�as�v®I of.my vk"wn of any
, «ma a county�., j'Als
�m of plans MUM bo Wo au die jab woA=VWgm
sow
REvISI0N5. SUBMI rrED BY TRANS-PACIFIC CONSULTANTS
1 � COUNTY F RIVERSIDE
• i-- 27447 ENTERPRISE E - - q D
ISE CIRCLE E MEST,
R GISTEREo CI vIc E)vGINEER AV.48k� TEMECULA, CALIFORNIA 92390
DA TE.�. 1 . 11•�� EXP /Z/31/96
TEL . (71�) 676-7000 2 or
9 ' CUTOFF wRc 4 eCowcRC-r� A _ - TRACT NO. 2 3064- 1
APP D v ED B Y. SCALE: BENCH MARK.
SECTION A - A 1 n=40' SWETS
N.T 5.
BORROW i DI PLAN
S E E . W SITE SHEET NO
O S GRADING NG
AI VEHSIDE CO+UvTY, c�L IF. FILE NO-
DA TE. FOR rTA",S, 0e,0W DA TE: W. 0. FOR.' F. B. �
110.
.......... "Z
oov
00010
r
IV
op
00
- I
.01
uo
_
_-r--
brj
0
90
\ \ /
C \
h
0 0
LIMITS OF ALLUVIUM
PER SOILS REPORT
-w
f A ' _ _ �C
o 160
A B 2: 1
B i k
cam
.� lillim
Az ,
4 -' `� ' ,, -- �wow
O
:1 � � 1140 .
i B ,_ A 3
.DPW � ooe ...........
t ARTM NT OF
NOTE: BU =OVE D TY
APPROVED �
i4�i�FtQ,�C//NA T•E AREA DF' 1''" '� OWNER TO DEWATER EXCAVAI"ED CANYONS WITH
A L L U V/LJM RCA4O VA L. FIG L ��� t'� f .y ,
�`��' TO EXIST G/t"AC7E Gt/ r1. !,& TEMP. PUMPS AFTER EACH RAINFALL EVENTS. y
No 490 Apprt�d or these;p me �t be M+eci b be
2 cc �-o� 5 S[l/Tf7iBL COrU1 PAC TE C7 �' Exp.1 2 31 9- � °pormlt*w.or An amp ter•any vkniation of aw
S. iE� /�' *s at*a "4�ons car tt to or county
MI0A C TE AC7 "AL L .
CO '' GiV�� art ar pp tao t an� u �,
r c� aF P6RNI/SS 1ON TO 6/rAOC �T� - 0
—E2L z ' E x/�r. F s. nq rEo iol 24/9a� A'
? -L J21 �~` REVISIONS: SUBMITTED B Y.
Vr5auEEAV MAT' ��T LJ B&AAAA2 L TRANS-PACIFIC CONSULTANTS COUNTY OF RI VERSIDE
ccw)wlq c Tep FIL L7447 ENTERPRISE CIRCLE WL�'ST
2 /WVS TERED ClCI VI L ilvarwEe Av. TEMECUL A, CA L IFORNIA 9,2990 3 �
SECTION "S-1' � DATE... �• Ll •4s EXP. 0/31/95 TEL. (714) 676-7000 TRACT NO. 23064- 1
APPROVED By.. SCALE.' BENCH NARK.' 3
. 1"=40' BORROW SITE GRADING PLAN .SETS
Ld SECTION "A-A" carrvrr,CALIF. SEE SHEET NO. 1 FILE NO.
..._
DA TE.' FOR rT,gNs• dE�r. DA TE: W. 0. FOR: F.B.
•,
940 71spAC
A A.