HomeMy WebLinkAboutLot 47-50 Precise Grading 1
'A' GENERAL NOTES
P R . U
E Gff 7?% A D I PLAN 1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE. CHAPTER 70, AS
AMENDED BY ORDINANCE 457.
2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
-IyVVY• - ` :, ,i ; F = COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
SITE ��� � s• 3. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT
-q� DRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO
C; PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES_
O AIL RANCH PKWY. TY
=.r y � " ~� t 4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
U 5. NO FILL SHALL BE PLACED ON EXISTING
S ,� 1A E S N R N 0 � � � 11�... G G OU D NTI THI—— � � UNTIL GROUND HAS
EEGOU D N
.� A � S BEEN E CLEARED
u R L ED
�Q � OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL,
6. MAXIMUM CUT AND FILL SLOPE = 2: 1.
7. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIV TENTHS 1.
E s ( 5)
SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND SAFETY DEPT.
FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT.
• 8, PROVIDE 5' WIDE BY 1 ' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL
N ROUND OFF TOP SLOPES OVER 5' HIGH.
y 9. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR. Q STORM FLOWS, ALONG
P/L TOP OF CUT SLOPES.
12 MIN. ABOVE PAD ELEV. 10. MIN. BUILDING PA
VICINITY MAF G D AND DRAINAGE SWALE SLOPE SHALL BE 1% IF CUT OR FILL. IS LESS THAN
10', 2% IF CUT OR FILL IS MORE THAN 10'. DRAINAGE SWALES SHALL BE A MIN.
P/ 55 0 OF 0.2' DEEP AND BE CONSTRUCTED A MIN. Or~_ 2' FROM THE TOP OF CUT OR FILL SLOPES.
N . T.S. .�, b6
64 5
63 11. NO OBSTRUCTION OF OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
Qom/ 6 7 62 •
12, ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION,
4SH� 6t 2% MtN-- --� ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY
/ b0 57
=v� 68 1�Cpv 59 58 5b DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING
Rr
4 69 55 GRADING OPERATIONS.
7 S4 $ SECTION A -~- A 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT T THAN
0 N N 0 LESS AN
� 53 .' _- - •` --• 112" PER FOOT FOR A MINIMUM OF 3 FEET. ,
/ 71 41 178 -- FOR REAR, YARD SLOPES GREATER 14. CUT SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT AMID FILL SLOPES
40 THAN 5 IN VERTICAL HEIGHT
72 �, 52 4 39 EQUAL TO OR GREATER THAN 3 IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS
51 38 37 OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY• IN
73 � 4 ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO FINAL GRADING INSPECTION.
��, __�� 3F 35 34 33 31 30 15. EROSION CONTROL: ALL SLOPES REQUIRED TO B PLANTED H R
74 5 44 � E L EUS ALL BE PROVIDED WITH ROSEA ICE
/� PLANT(OR EQUAL)GROUND COVER AT 12" ON CENTERS. SLOPES EXCEEDING 15' IN VERTICAL
/' 4 45 /.�'� 155 ��- ��_�� 29
= 15 `�"-- 29 HEIGTH SHALL BE PLANTED WITH APPROVED TREES SPACED NOT TO EXCEED 20' ON CENTER
48 46 /� OR SHRUBS NOT TO EXCEED 10', OR A COMBINATION OF SRUBS AND TRESS NOT TO
1 154 157 15 159 160 161 162 163164 27 EXCEED 15' IN ADDITION TO A GRASS MIX OR GROUND COVER. SLOPES EXCEEDING 4'
2 47 15 26 IN VERTICAL HEIGHT SHALL BE PROVIDED WITH AN IN---GROUND IRRIGATION SYSTEM,
84 `�P_j� 15 3 "" 165 \ 5' MIN. PA 5' MIN. SLOPES EQUAL TO OR LESS THAN 4', MAY BE IRRIGATED BY HOSE BIB LOCATED AT THE TOP
` % 6 MIN. 6 MINS OR TOE OF THE SLOPE, SPACED TO MAKE USE OF A HOSE NO LONGER THAN 50' IN
/ 3 85 � 151 143 lag 166 25 3' MIN. 1' 1' 3' MIN.
4 / 144 _j 135 MUDSILL MIN. MIN. MUDSILL LENGTH. THE IRRIGATION SYSTEM SHALL BE PROVIDED WITH AN APPROPRIATE BACKFLOW
/ 75 150 u 136 134 167 24
DEVISE PER U.E3.C., CHAPTER 10.
5 86 76 Qe
141 16. ALL GRADING SHALL BE DONE IN CONFORMANCE. WITH RECOMMENDATIONS OF THE
145 ,� 133
b 87 77 149 140 137 168 23
:4 �' •.- PRELIMINARY SOILS INVESTIGATION BY G.E.E, INC. DATED
PROJECT SITE ,'
'�� B8 7B 14 7 14 -- 132 ..� ��
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
' 7 qQ� 148 a 139 13B 169 22 BUILDING AND SAFETY DEPARTMENT WHICH SHALL. INCLUDE FOUNDATION DESIGN
$ off ' 89 83 79 t31 170 a 21 12 MIN. _ 12 MIN. RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE
90 82 81 80 _,.----� 1-- �lU ` 7 12 11 WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
9 ,��', ___. 130 1 1 20 10 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE
91 102 103 104 105 10 108 �� 21% MAX. 21% MAX. AR
P� 10 / �- 101 b 107 rn 129 172 �, 9 13 CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL'S FOR FULL SUPPORT.
pRR,� 11 92 93 '- 10 109 1� �' 1 4 9 SECTION ,,,,_ Q PREPARATION SHALL BE APPROVED BY A REGISTERED SOILS ENGINEER PRIOR TO
94 99 128 173 19 1 Iu u PLACEMENT OF FILL MATERIAL.
N 96 97
9
12 164 151 150 149 148 147 Ito `70 127 174 17 16 15 0 e 18. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS
47 163 152 < 7 6 5 ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND
46 13 162 161 160 1 a 153 146 111 126 175 1u 4 WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP.
-- 50 44 14 159 158 157 156 155 5 -� 112 11 __,_�- --' �`� --w------ �._ 19. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ON FOOT.
45 p,Y. �~ � 145 1�.----_-•-- - t�CC 1 PAS
.�•- 87 �R a4 15 16 81 e GA l 3 20, A SUITABLE QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE RIV. CO. BUILDING &
88 PL 43 -„�-�._ �_ 113 120 121 122 123 1 SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN
L 17 144 117 119 t19 124 25 2 I ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE
GP 79 114 115 116
89 51 42 41 18 t9 20 25 83 143 I 1 5' MIN. PA BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE ELEVATION AND LOCATION
24 25 \ 78
52 40 21 22 23 126 3' MIN. 1' OF CUT/FILL SLOPES,
90 •93 � 39 27 \ 142 _�_,..-
53 54 '-LAC 38 �. 77 8a 141 134 30 129 128 �i27 ---� MUDSILL MIN. 6" MIN. 21• A SUITABLE QUALIFIED & REGISTERED PROFESSIONAL SHALL SUBMIT CERTIFICATION OF BUILDING PAD
91 92 94 55 s�-�R7 37 28 \ 140 136 135 33 32 131 ' __. ELEVATION WHERE SPECIFIC ELEVATIONS ARE REQUIRED. THE ELEVATION (WITH RESPECT TO MEAN
56 36 35 3a 33 32 31 30 29 7b g 139 138 137 � e_ SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND
95 57 SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL.
9 58 ��+ 86 -��-�----D vE BE GIVEN,
97 59 .�� 75
�--- REGINA
22. A SUITABLE QUALIFIED & REGISTERED PROFESSIONAL SHALL SUBMIT TO THE BUILDING
98 99r� 61 62 73 74 125 12 MIN. 2: 1 MAX. AND SAFETY DEPT. WRITTEN CERTIFICATION OF COMPLETION OF FINAL GRADING
to �1'!qy 63 64 7 71 72 -r N. IN ACCORDANCE WITH THE APPROVED PLANS FOR ALL GRADING DESIGNATED AS
"ENGINEERED GRADING",
65 69 0 ,rte 124 o I
101 102 66 67 6B �- 123 21% MAX. - . .
103 ��� ��+ 122 23, THE CONTRACTOR SHALL NOTIFY THE BUILDING & SAFETY DEPT, AT LEAST 24 HOURS
104 .~`�- ~ 120 121 SECTION C -- C IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION, THIS
118 119 INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR
105
---- -�.._ _..._-�-- EACH LUT.
lob 107 toe 109 114 115 116 117 24. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO A
tt0 111 it2 113 E LE O D YS BEFORE YOU DIG
AT 1-500-422-4136.
LEGENDHIGH POINT
_...�.__._.�._.-__._...._.•.__. _. PAD ELEV. -0. MIN.
-111110, A
T.C, TOP OF CURB ENGINEERS NOTE:
---.--�.. SEWER LATERAL _ .�__�.�____-.•-•-_�._.___.___-__�._..� _�_,_�_�__.....�_
-�- �----- WATER LATERAL
A `" CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY
F.L. FLOW LINE FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF Ti ,IS PROJECT.
F.`�. f1N!SH 'SURFACE
10' TYP. �10' TYP. INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREVENT SHALL_
GF=1147.4 GARAGE FLOOR ELEV 5' (EXCLPT a 5' S' ( (EXCEPT � 5' � APPLY CONTINUOUSLY AND NOT BE LIM!TED TO NORMAL WORKING HOUi'-�S AP"r' THAT THE
INDEX
MAP
WHERE WHERE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND ENGINEER HARMLESS
FF=1114.8 FINISH FLOOR ELEV. __�____�.._.�____ __
MIN NOTED) MIN MIN NOTED) MIN FROM ANY AND ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE
OF WORK ON THIS PROJECT, EXCEPT FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE
PADS 1 147.4 PAD ELEVATION
SCALE: = 200' OF THE OWNER OR THE ENGINEER.
10 _ LOT NUMBER z z THEEXISTENCE EX STEN_.E AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN
EXIST. 2: 1 SLOPE (UNLESS OTHERWISE NOTED) ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF ALL AVAILABLE RECORDS.
THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT
-D"3 DEEPENED FOOTING �" THE UTILITIES SHOWN AND ANY OTHER LINES OR STRUCTURES SHOWN OR NOT SHOWN
47 43.5' ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF, AND ANY DAMAGE TO
FLOW LINE 47 0° bo z THESE LINES OR STRUCTURES.
. BENCH 34.5' 31.83' _
MAR.K-PESCRI PTION-- 36.33' 55' 57'
�, 9.67 NCINEER R E GQAOFES � County of River;�ia���
0
ELE VA flO l: 1230 562 DATE: 9- 13-82 Qo10 ANG}�9G.E.E �, wilding& S f,ty
RIVERSIDE COUNTY DESIGNATION: T-27-81 STAMPED ON 2 & 1/2" BRASS
d 4� ti 27447 ENTERPRICE CIRCLE WEST °
DISK IN CONCRETE CYLINDER. FROM THE INTERSECTION OF FRONT STREET W 1YP. Slab YARD DRAMA ��TAIL�� � mTEMECULA, CA. 92590 *�`' AUG 0 6 1998
(909) 676-7000°
AN RANCHO A' IFORNIA ROAD, 3.4 MILES NORTH ON RANCHO CALIFORNIA `
I� I� m _._-- ._ ....._. _...-.�.____--.____--._....___...._. .�o
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ROAD, 44 FEET NORTHWEST OF CENTERLINE ON RANCHO CALIFORNIA ROAD, -���// 1
* NOT TO SCALE
3 FEET SOUTH OF A 4 FOOT, TWO BOARD RAIL FENCE, 2 FEET WEST OF
s
q� CIVIL �•`P ."
PP #1751190E. SET A FIBERGLASS WITNESS POLE 1 FOOT NORTHWEST OF
PLAN 1 PLAN PLAN 3 �oF n . .
MONUMENT, CAI-
+� �f
Underground Service Alert OWNER
g REVISIONS SEAL: COUNTY SEAL; , � Or
Qa01ESSinN PREPARED BY: E
SGAL C 0 U N T Y ``���� RSIDE
1 c .
� � E L ENGINEER raa. Zfv4-�'�
�., Call: TOLL FREE � �
VAN DAELE DEVELOPMENT CORP. *'sA�YG 7o PREcIST RED clvl F
Horizontal _-- ____wC) �D
1 --800 2900 ADAMS STREET, SUITE C-25 No- �'g.._ AS SHOWN
TRACY N . 23173A
4G�""4� 3?
RIVERSIDE, CALIF. 92504 * E _31_. � APPROVED BY: T�, �
J (909> 3s4--2121 vertical evesstTAINT4 PRECISE GRADING PLAN -- MODEL HOMES ____-_� SHEET
J,l CIV1L � RIVERSIDE CO., CALIF. FOR TRANSPORTAl10N DEPT.
274SI ENTERrRISE CIRCLE WEST
r.::►��� - DATE: N/A TEMECULA, CALIFORNIA 92590 TITLE SHEET
TWO WORKING DAYS BEFORE YOU DIG
TEL (909) 676_7000
L�.a'� 41 -S O
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1
VAIL RANCH PARKWAY - - -
1 1 267.22'
I I
9 ( EXIST. 2: 1 SLOPE
IIin � I 1775TG /
18.3HP/FS !
16.8F0 16.8FL
r 30.37' !
60.19' ' 18.1 F5
ca �
14.7 TW N 16.4TG 16.5TG 74.04"--/- 84.68
\ I ~
0 13.7 BW `4 13.6FL i 16,OFL
o 1
6.35Tc a �o.,
6.9E 3 / 0 5
CP
z 16.8 TW 15.9E / 1 '`�< /` C,4'
13.7 BW 16.55TG �� lC cv cQs fi
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I PROP. RETAINING 16.0T r�sF c
WALL G 17.05FS 16.6 T
�C ,�9 16.1 FL p,� ,� Tc ! syr
vn '.9C
$ ` PAD= 6.80 "° 77$ro
I � ,d r�•23 N 60 1
FF- 17.3CNI 50
PAD=1111,7Q PLAtV JCR 2q •8y .`�' • ti ., _
PAD= 0 6.6HP F !
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ARCHITECTURAL PLAN 15.8T
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12.8FL .0\
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16. 30 6.3 TGa, 16 9 G
16.8 TW 1 5FL 1S `'G ! / !
r, 13.7 BW o1-64
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13.9 TW rte. 0 1-6 4 •4ST 6 •pLO
db. 12.9 B W N N
43.07' 26.89' g' 35.16' 0D 4,300, 0' '7, w\
I 15.53 16.6 FS ti
•
11.3 FS 13.5 FS 17.1
A ti (0°I O
15.1 TC 16.16 TC QUO, �/ yA
I 9.24 TC 11.39 TC 12.9TC 14.6FL 16.OTC 17.2 TC �> �b`CALAC
DRIVE
12.39FL 14.00 TC 15.5FL 16-65FL ��` �L� 6, syr /
12.73 TC 15.82 TC 17.10 C 7.1 S' � o.
- - _ 16.67FL / 46
5 ,> PAD=1120.60
CALAC DRIVE
17.74TC
I t \ 1 17.24FL f
17.75 T
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g I PAD=1124.00
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PAD=1113.10 51
PAD=1122.10
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No.26457 m
* Exp.3-31 -00 *�
CNII-
Underground Service Alert OWNER REVISIONS SEAL: COUNTY SEAL:
pROESSrpN PREPARED BY: SCALE A
x,�
` F
� Coll: TOLL FREE
' COUNTY O RIVERSIDE
PREGISERED CIVIL ENGINEER NO. 26457VAN DAELE DEVELOPMENT CORP. WON SANG YOO Horizontal "
2
_.OF1 -800
w r^ TRACT NO, 23173ml
2900 ADAMS STREET SUITE C--25No. 26x57 1"=20' ; ,...
422-4133 RIVERSIDE, CALIF. 92504
(909 j 354-2121
,. * �,�. 3--s1--oo APPROVED BY: GG
,. Vertical r�2�ILS-18C•1 A1C
Clw�. �\' RIVERSIDE CO., CALIF, FOR TRANSPORTATION DEPT. erM8lILTANTI PRECISE GRADING PLANSHEETS
TWO WORKING DAYS BEFORE YOU DIG OF CWF `' DATE: N/A 27431 ENTERPRISE CIRCLE WESTTEMECULA, CALIFORNIA 92590 MODEL HOMES-AS BUILT
'wr.■.`. TEL. (909) 676-7000