HomeMy WebLinkAboutLot 34-47, 151-161 Precise Grading %Vll71�"IV. 4�
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. . .. . ...........
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GENERAL NOTES
I.' ALL� GRADING SHALL CONFORM TO "THE UNIFORM 'BUILDING CODE. CHAPtk 70.* AS
"E `,� G`R' D1 -
P RE C 'I S A` G ',`.� P LAN
AMENDED BY ORDINANCE 457.
ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED' IN - THE FIELD PRIOR 10
2'.
ADING.
J OF ANYCONSTRUCTION/GIR
DURING ROUGH GRANNO OPERATIONS AND PRIOR TO CONSTRUCTION' OF PERMANENT'
TO
SITE DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROLSHOUILD BE PROVIDED
PROJECT
PREVENT PONGING WATER AND DAMAjGE TO ADJACENT PROPERTIES.
DUST S�HALL BE CONTROLLED -BY WATERING OR OTHER APPROVED METHODS.
4'
NO FILL SHALL BE PLACED' ON EXISTING GROUND UNTIL. THE GROUND HAS BEEN CLEARED
-ALI`FOR�NIA
AIL RANCH PKWY COU' NTy 0 F,, RIVERS'ID'E C
OF WEEDS, DEBRIS. TOPSOIL. - AND OTHER' DELETERIOUS MATERIAL.
MAXIMUM CUT AND FILL SLOPE 2: 1,
OF
STABILITY CALCULATIONS WITH A FACTOR
AT LEAST ONE AND FIVE TENTHS (i
SHALL ,BE SUSMITTED , BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPT.
;0o,
FOR CUT' AND FfLL SLOPES OVER 30 IN VERTICAL HEIGHT. ,
NT ALON
v -THt'
a PROVIDE 5' WIDE BY 1' HIGH BERM ,OR EQUI VALE TOP 'OF ALL 'FILL
51,
R
OUND 6FF TOP
SLOPES ,OVEIR 5' HIGH.
0 YR.- 0 STORM rLOWSo A
0'
NED',TO HANDLE N
4
0. * PROVIDE, A BROW DITCH, OESIO W G
TOP OF CUT 'SLOPES.
7,
PA
M,
ABOVE PAD ELEY." 'L SS
12
MIN,
:41 IN, 'SUILDING'PAD -AND I)RAINAOt SWALIE"'SLOPE SHAL BE ,w 1% IF CUT: OR FILLIS E THAN
V , 1,0
FILL �]S- MORE THAN 10'. DRAINAGE SWALES SHALL , BE A MIN.
a
2% IF CUT OR
ICIN ITY MAP OF 0.2 DEEP AND BE 'CONSTRUCTED A MIN. OF, 2"FROm THE 'TOP OF' UT OR ,FILL,SLOPLS-.�',�', "�A .
65 C
66
11 - NO OBSTRUCTION OF ED*,
OF FLOOD PLAINS',OR NATURAL WATER COURSES, SHALL',BE PERMITT
64
PROJECT ,SiTE
63
2X MIN..'
ESPECIALLY DURING STORM CONDITIONS PROTECTIVE MEAS NO.. TEMPORARY
'THE PROJECT SITE 'MUST CONTINUE',TO FUNCTI< N,
q
ALL, EXIS'TING DRAINAGE 'COURSES.� ON '
6 62
61,
URES A
57
59 38 DRAINAGE PRO\ASIONS MUST: BE USED TO PROTECT ADJOINING PROP15RIIES 'DURING
68
56
GRADING
OPERATIONS.
55
Ay LLt 114A'
SLOPED AW ROM' ALL b(TER[Ok WA AT ,NOT LESS
N
SECTION A ' " " ' A FINISH GRADE SHALL BE
54
7 /2".' PER, FOOT FOR. A MINIMUM OF F E ET.
ES GREATER R11CAL' HEIiGHT AND� ,fi 14. CuT, S QU OR GREATER" THA'N 3
IN, LL
T 0 OR G THAN 3' IN, VERTICAL�HEIGHT SHALL, BE' ''GR
HAN 5 IN VERTICAL HEIGHT EQUAL T REAfER PLANTED WITH, AtS ,'
7 OR GROUND COVER TO PROTECT THE SLOPEFROM EROSION. AN 'ST
D, IN ABILITY , IN
ACCORDANCE WITH ORDINANCE NO. 457 PRIOR' TO FINAL GRADING INSPECTION,�
33 32
30 15.' EROSION CONTROU ALL, SLOPES REOUIRED TO BE -PLANTED SHALL BE PROMDED MTH ROSEA 'ICE
PLANT(OR EQUAL)GROUND COVER AT 12" ON CENTERS. SLOPES' EXCEEDING 15 IN VERTICAL,
4
HEIGTH .SHALL BE PLANTED WITH APPROVED TREES SPACED NOT TO EXCEED 20' ON CENTER''
OR A COMBINAT10N OF SRUSS AND TRESS. N
OT TO .'
49
EXCEED 15' IN ADDITION TO A GRASS MIX' OR GROUND COVER.. SLOPES EXCEEDING 4
-GROUND IRRIGATION SYSTEM
IN VERTICAL HEIGHT SHALL BE PROVIDED WITH AN IN
eL 5' MiN-. ,, , MAY BE IRRIGATED BY HOSE BIB LOCATED AT THE TOP
5' MIN.
84
6" MIN.,
OR TOE OF THE 'SLOPE, SPACED' TO MAKE USE OF A HOSE NO LONGER THAN' 50' ,IN
143
6" MIN.
(66 3 MIN. 1 3' MIN
ido-
142 LENGTH.. THE IRRIGATION SYSTEM SHALL BE PROVIDED WITH AN APPROPRIATE BACKFLOW
Li MIN. MIN. LL
144 MUDSILL MUDSI
75 DEVISE PER U.B.C., CHAPTER 10.
136 13
I i7 24
ALL GRADING SHALL BE DONE' IN CONFORMANCE: 'WITH RECOMMENDATIONS
76 45 16' OF "THE
133 168 23 PRELIMINARY SOILS INVESTIGATION BY G.E.E., INC. DATED
7�
TWO SETS, OF THE FINAL COMPACTION REPORT HALL BE SUBMITTED TO, THE .j its
87
6
132
7 22
BUILDING AND SAFETY DEPARTMENT WHICH S
ES 0
14H 139 16.0
139 12' M G, AS BEEN DONE 14 CONFORMANCE
12" MIN. IN. RECOMMENDA11ONS AND CERTIFICATION THAT GRADIN H '
199 83 131
WITH THE RECOMMENDATIONS OF THE' PRELIMINARY SOILS REPORT.
so
81
90 L 171 01 1 MAX.
....9 130 2% MIN. 2: 6" TYP. 17 TMUST BE
IF STEEP SLOPING TERRAIN OCCURS UPON WHfCH FILL IS TO BE ,PLACED, I
I* MAX.
91 103 104 105 106 10-y 129 1 2 13 21% MAX. CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOILS FOR FULL S'UPPORT.
lot
19 PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO
1,0
9
109
93 14 PLACEMENT OF FILL MATERIAL.
in 173 SECTION 8 B
. ..... '96 97 9 18.' ALL GRADING SHALL BEDONC UND COMPETNT SOILS
95
14a
149 147 Ito 1.6 15, ER THE SUPERVISION OF A
127 174
12 164 1-7
Y THAT ALL FILL HAS BEEN PROPERLY PLACED AND
ENGINEER WHO SHALL CERTIF
163 132 5
47 146 7
. 46 4 162 161 153 111 Q WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.
4 186 4
13 160 15
roo, .4 159 Ise . ..... ..... 10. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ON FOOT.
do '57 156 Lz):)14 112 7__�PA�S �
45 145
'A SUITABLE QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE RIV. 'CO. BUILDIN &
20.
44 16 57.1 81 113 122 123 124 125 1 T WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
-13 17 79 H4 117 ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE
80 14 115 116 119
P A
51 5` MIN. BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE ELEVATION AND, LOCATION
19 26 % . . -
93 .43
41 20 1 m
2 24 25 126 3 IN, 1 OF UT/FILL SLOPES.
21 2
9b 39 Aft 142 .......... 21. A SUITABLE QUALIFIED & REGISTERED PROFESSIONAL SHALL'SUBMIT CERTIFICATION OF BUILDING PAD
39 84 .41 30 129 1 MUDSILL MIN. 6,0 MIN. iON 0 TH
134 33 3� 131 ELEVATION WHERE SPECIFIC ELEVATIONS ARE REOUIRED. THE ELEvA RESPECT TO MEAN
1345
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND
36
54
ga 28 140
37 139 13a 137
56 36 30
35 34 33 32 31
SURFACE IS REQUIRED. THE ACTUAL DISTANCE ABOVE THE, ADJACENT GROUND SHALL
';jE BE GIVEN.
9 75 SUBM 'BUILDING'
97 REGINA
22. A SUITABLE OUALIFIED & REGISTERED PROFESSIONAL SHALL I T TO THE,
MIN.
gn
74 . 12 2: 1 MAX. A WRITTEN CERTIFICATION OF COMPLETION OF FINAL GRADING
99. 61 7
62 7
S FOR ALL GRADING, DESIGNATED AS'
63 71
10 AA 70 "ENGINEERED GRADING"'.
124
9
21% MAX.
101 66 67 68 6 23; THE CONTRACTOR SHALL NOTIFY THE BUILDING & SAFETY DEPT, AT LEAST 24 HOURS
102 123
103
122 c
121 SE
CTION C IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECT)ON. , ,THI S
104 INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
119 :
lie
105
106 t17
107 116 24. CONTRACTOR SHALL NOTIFY, UNDERGROUND SERVICE ALERT, TW OU 016
1013 5
09 114 -4138.
110 Ill 112 11:3 AT 1-BOO-422
Hf(;H PO4 N T
ND
LEGE
PAD ILEV, mm.
-OF CUPEf
%
E
ENGINEEI!Y'b NOT *
;'T.C. . to
WATER LATERAL
SEWER, LATERAL
'A CONTRACTOR AREES �THAT HE -SHALL A MPLETE RESPONSIBILITY
F.L-� 'PLOW LINE. FOR 'JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT,
OD Typ.
Typ'. :INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL-
APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOUIRS AND THAT THE
' FIN SURFACE -
'c' CONTRACTOR� SHALL DEFEND,
"(EXCEPT. (EXCEPT
' GARAOE FLOOR ELEV WHERE *HERE INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS
tv,, 13 C 5
GF'0147'
B
MIN I MIN N ml
OTED)
INDEX MAP N NOTED) FROM' ANY AND ALL LIABILITY, REAL OR ALLEGEDIN CONNECTION WITH THE PERFORMANCE
FFtx 111,4.S.- FINISH FL66R 'ELEV. 'OF WORK
ON THIS PROJECT; EXCEPT FOR ,LIABILITY ARISING FROM THE SOLE NEGLIGENCE
OF THE OWNER OR THE ENGINEER.
. PADm,1 147. PAD ELEVATION SCALE:
4 ' 1 200
P4 OF ANY-UNDERGROUND UTILITIES 'OR STRUCTURES S
A HOWN
'.LOT NUMStR
1.0,
THE EXISTENCE AND �'�bC fIbN
8 RECORD5,
ON. THESE PLANS ARE OBTAINED BY A DILIGENT, SEARCH OF ALL ..AVAILA LE
EXISt, 2;1 SLO11PE �MLESS OTHERWISE 'NOTED)
2:1
THE CONTRACTOR' 'IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT
L
THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES SHOWN OR NOT SHOWN
37 wo
DEEPENED NG 'ON THESE PLANS. AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMA
GE TO
00
FLOW LINIE' THESE LINES OR STRUCTURES.
43.67'
G
42,33 0 . 1 1 L . 1. L' . I I . . . ., .1
42.33',
'MA E -m
"'BENCH RK 0 SCAIPTION SOILS E N INE 'R
a- IF
Of.
0
00.
OFESS11
TEMECLA'.' 'ARD,' DRAIN -A, CA. 92590
G.E.E.
-13-82 0,
I.z f
ELEVATION, 1230.562' , �6ATE�
.:RIVERSIDE COUNTY BRASS
-27' 81' STAMPED ON, 2 & 1/2
DESIGNATION: T 27447 ENTERPRICE CIRCLE WEST''
DISK' 'IN CONCRETE CYLINDER. 'FROM THE INTERSECTION OF FRONT STREET
LIFORNIA NO,48060 rn TYP,_ 810E.',Y AGE DETAIL
ORNIA ROAD, 3.4 MILES NORTH ON RANCHO CA (909) 676-7000
m
EXP. 12-3 ROAD, ,44 FEET NORTHWEST OF,.'CENTE-RLINE ON RANCHO CALIFORNIA ROAD,
A
NOT, TO SCALE
W
e
IVIL,3 FEET Sot)TH, OF A,.�4 'FOOT, T 0 BOARD RAIL FENCE, FEET WEST OF-
F0, #1'75119OEi,' SET' A FIBERGLASS WITNESS POLE I FOOT �'NORTHWEST OF
I"N ' 2 IAN 3
i (go% top(
PLAN, i p %$1 b
OF CAUf C P
t00%
MONUMEN
-T.
.it I mmmmmmimlft�
OWNER REVISIONS SEAL: COUNTY SEAL:
. ., Underground Service Alert I v
COUN TY . ERSIDE
E'
1SCAL
L EGISA GINEERWG NO. 48OW
R REDFICIVIL EN Horizontal
Cofi: TOLLFRtE
HAND_
VAN EL Dt'VELOPMENT CORP.' ,,,
2900 ADAMS STREET, SUITE C-25 4 ' AS 'SHOWN AC NO- 2;ji
APPIRCPA-D SHEET§
'(to,, . I .. 6 . . 3
1 -7800
AIVERSDE, CALIF. 92504
AVIS
PRECISE GRADING 'PLAN moDELMOMt
ROM
422.4133 (909) 354-21�1
"ftfDt CO.. C&IF, FOR TRANSPORTATION DEPT.' ,
.............
27447' ENMRPRSE COME
N/A TlEkiECULA, CALIFORNIA 92590
WEST
TITLE: , 'SHEET .N
TRACT N, C) 23173 2
TEL. (9 7"TWO . RKNO. EM
09) 676
DAYS''s kt yw
... ........ --- ---
0A"0ME\FFRU1N\27L0TS\T1TLE 4-15-97 3:01--54 Pm EST
0
;1 I
,
- .20
I�
li
0.60
'
i
� 81.23' S9.D0' 59.00' 59.05 .00 66.75
66 N 66.55 HP/FL
y HP/FL-\ N HP/FL q7
HP OFL 65.05 � v 65.55 N 0.
/ HP FL '`' V HP FL
to 57;j 4
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44 43 _ 42 0
MODEL OR PLAN 3 "' 1
47 M PLAN 1 CR MOOEL=PLAN 38 CXR
ODEL P =
_.__. ....._. _. 1 46 45 PAD=1166.3 PAD=1166.8 6 �Fo 11s7•o
u MODEL=PLAN XX FF 11 FF =116 7.3 =116 7.5
PAp=1164.3 MODEL PLAN 3AXR MODEL=PLAN 38X 66.8
°'- FF =1164.8 PAD=1165.3 PAD=1165.8 A.C. PAD A.C. PAD o
FF =1165.8 FF =1166.3 65.2 6s.7s 65.8= op
11 - A.C. PAD Fl
'
A.C. PAD i _ -
!` 63.25 ► FL 66.0 FL ..O �► �'
,+; I A.C. PAD A.C. PAD 65.6 FL Q
1
; FL i
64.5 65.0 FL
63.2 I FL FLir
5 -0.4 .c��0�� 1
i 64.45 65.1 2 6'
� ( �..._._..._ 6 4.0 1 51 GF=116 7,0 6 2 ,c. � �� p �
21.6 FL GF 1166.8 .
I
FL FL FL 3� `s �lf�`•9
--0.5 -0.55' 5 ° 16'��y A,�OS
GF=1164.3 �
j': GF=1165.3 GF=1165,8 GF=66.3 0 ►? o -y �`� `�� t
N
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t _.._ r... W C'1 �"� N N N N N N N _...... ............... .____ _.._._- .,.. ... --.._ ....
� .....__ 0 0 0 o cs, o 0 0 0 0 0 46.71' _........._�.._,....,.._....,.__......-
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u, ,
o o oo o o o o 0 41.04 4,94 FS
62.04 59.00' 59.00 2. 7' 17.87 64.8 FS 65.16 F 'L�' %r� ���
- ... 59.00 4.6 FS ��
62.3 FS 63,1 FS 63.8 FS 64.1 FS / �.� 2� ,
__............ _.._......... �.. E 61.3 F 62.7 Cr 63.7 64.o Fs
_.... 1... 54.7 T 65.p TC , �- Q+
,r c5s
2.4 TC 63 63.3 TC I 63.7 TC 64.2 �fC
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62.8 FS 63.0 FS 63.4 FS 63.8 FS 64.3 FS
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00' 60.00' 60.00' ss.00 62.71,
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0.55' lug -0.35' i W 1
► i 63.5 63.85 64.15 65.0 2' 66.0
1J 26.47' F FL FL FL t -
_., FL L 64.0 64.7 64.8 65.8
_. _ FL Qv
;� FL FL A.C. PAD FL A.C. PAD
j r r 3.65 A.C. PAD i A.C. PAD
I � 6 �, 1
_ A.C. PAD MODEL PLAN 3BX MODEL=PLAN 3
-� .w..... . !� FL =PLAN 3CR MODEL=PLAN 3AX PAD=1167.0 0 ��
MODEL
=PLAN AD=1166 0
.
PAD=1165.0 � ,
151 PAD=1165.5 ; _ FF =1167.5 ,
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( MODEL=PLAN IBR
! 15 5
152 153 154
o PAD=1164 7 r rn _::....
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64.45 64.75 65,25 65.75 66.75
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HP L
5 HP/FL
HP/FL
HP/FL co
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f r 6$ FS ��' .� F r --. I N O �O
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Underground Service Alert OWNER REVISIONS SEAL: COUNTY SEAL:
pROFE S�py� PREPARED SCALE
��
tN Call: TOLL FREE yQ F IS COUNTY 0RIVERSIDE
VAN DAELE HOMES
REG TE ED CML ENGINEERING NO. 4 080 Horizontal 2
� RICHARD L. VALDEZ � _,,,,OF
1 --800 2900 ADAMS STREET, SUITE C--25 No 4"0 �"--" `�
.r RIVERSIDE, CALIF. 92504 1 =20
42 12-31-99 APP TRACT NO, 23173=23
4� 33 p. ,� ROVED BY: � Trans-Pacific
(909) 354-2121 � �" v I
artica CONSULTANTS N S r L T A N T S - SHEETS
sj� CIVIL a RIVERSIDE CO.. CALIF. FOR TRANSPORTATION DEPT. PRECISE GRADING PLAN.
27447 ENTERPRISE CIRCLE WEST
CA��F DATE: N/A TEMECULA, CALIFORNIA 92590
TWO WORKING DAYS BEFORE YOU DIG •
TEL. (909) 676-7000
g.\h0Me\FERMIN\27L0TS\5sht2 6-4-97 11:36:23 am EST
68.15
HP/FLo _ 59.44 f 62.37' � ..� _ 00
NOT
6 9 25 55.73
HP
i o { 56.1 g'
3
83 05
9
40 MoD �, 7,.65 _ NP��. 32
P �L�pLAN i HP/FL N ars `�
ADam 11 1 A r 75-65 �r •� _...
FF 6$,4 �
rn �"'115$,9 M� �t HP�FL `� .:��" 79.65 , l
fi 7.35 pA °PLAN 1 1 HP/EL ''� __.._.... , 3 3
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FL A.C. PAD FF f 117 9.5 5•o,
,: 10 s R D•D o 3 5 34 , N
l j 68.5 ', � � � , 1, 3CX
FL A.C. PAD p o %� ODEL�PLA o 3 I .12 E1..�P1~•A� 3 `
P N 6 3
67.2 , ^~� ADS 1171 3AX F , M�AD�118 $ 182
FL i � FF f 117 •9 N• ``' MODEL p 35 P IS 1183
876' 2.4 'IrL' PA LAN 3GX 1 FF A.0 P A0
GFS 6g• FS D 1175.9 ! ELmPLAN 3B l
1158.4 ;kfi8.3 9 A.C. PAD ��9 FF X1176.4 j MCAD-1179.9
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N o j 7 s1182�$
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f 6.6 5 N r- o "]1
g'00 N : o g �w GFS 11 4
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6 N �'' o 0 63.00' N a ���,6
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+ y PADf 1169 3AR 6 2 rw A•C PAD FL � 7�.1 t FL 11 $� 5 G.
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79.6
n , _
76.85 --
w� 74.05 HP FL ..--
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•....., " * Exp. 12-31-99 ' d ,y0° .:
* S � ..IJI
e •�4 3 �, P t, 01 00 on
q IVIL �� t *p `�two
�OF CAL\f
142
Underground Service Alert OWNER REVISIONS SEAL: COUNTY SEAL: RpFEss� PREPARED B
SCALE
COUNTY OF RIVERSIDE
Coll: TOLL FREE REGI TERED CML ENGINEERING NO. 48060 Horizontal 3
A'
VAN DAELE HOMES c7
» ,:> Q E RICHARD L. VALDEZ ---OF
v;•� -800
V O� w rn
' ., 2900 ADAMS STREET, SUITE C--25 °� No. 48060 �'
�: ,.�=20' TRACT NC). 23173-2
RIVERSIDE CALIF. 9 504 Trans-Pacific 3
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C►►��F��� DATE: N/A 27447 ENTERPRISE TEMECULA, CALIFORNIA CIRCLEWEST 0 T
TWO WORKING DAYS BEFORE YOU DIG TEL. (909) 676-7000
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