HomeMy WebLinkAboutLot 70-73 Precise Grading LEGAL DESCRIPTION:
LOTS 70,71,72 do 73, TRACT NO. 23146-6, MP 313/58--70 PRECISE IGRADIN13 PLAN CAC�F
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GRADING NOTES: � ROAD
RgNcH0 �s�P PROJECT SITE
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, CROWNE X02 HILLAUB
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. FAIRMONTVIA RAMI 1- n
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MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A CRE �
o p eEa o� m PACE Z
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MINIMUM OF 0.2 DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. SANl`A R o X
3. MAXIMUM CUT AND FILL SLOPES = 2:1.
ROAD p rrl r
Of
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4. PROVIDE 5 WIDE BY 1 HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. NO ,MODEL SITE TRACT 23143 6
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL °F Pico
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION PIO o
REPORT FOR ALL FILLS OVER 1' DEEP.
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6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN LOTS 70 73
H WY. 79
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, TO SAN DIEGO
ELEVATION AND LOCATION OF CUT FILL SLOPES. VICINITY AP
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. NOT TO SCALE
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS P.L. C
INVESTIGATION BY PETRA GEOTECHNICAL, INC. (PROJECT NO 241-01) DATED 7-01-02 AND ALL �?
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY J
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND 17e MIN. ,r a-
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF
THE PRELIMINARY SOILS REPORT.
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10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION P.L.
�/�/ 2, 5• 5. w
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. a w�/ , No IMP
'9 C 5 MI z MIN. O s MIN. z
MIN. J
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR 50 B
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN 70 4� MIN. 2% o G7 o
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN `` A MIN m 3' FL '� .� m
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17,06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. "Y I cn
z MIN. �^
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, , . , , z s FL 3' R z
a-...-� PAD ELEV. MIN. `O
aA '�
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. o z
FOOTING TO BE
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, 71 EXTRA DEPTH OF 2�� N PAD ELEV. 777
EXTRA
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A PLANS (TYP)
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. DIMENSIONED ON M2� * PAD ELEV.
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14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE ,' ` " 2y MIN.
MIN. 6" MIN. 2f f 20% MAX. 20% MAX.
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER
AND DAMAGE TO ADJACENT PROPERTIES. .� 72 SECTION 'OB-Be
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15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. N.T.s.
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16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY �'�- ,
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST `'� •u / `
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. ��
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE N AND FIVE TENTH (1.5) SHALL BE 73 C)�'�G TYPICAL LOT� � � fir,`
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES DRAINAGE DETAIL
OVER 30 IN VERTICAL HEIGHT. ,; a o• N.T.S.
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING UNLESS OTHERWISE NOTED ON PLAN
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN SEE PLAN FOR DRIVEWAY GRADE
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS p` ��, P.L.
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15 IN VERTICAL HEIGHT, IN ADDITION TO GROUND 5'
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL Q�G MIN. ,
BE PLANTED AT 10 ON CENTERS. SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT P�'" w 5 Uj
Q z MIN. FOOTING EMBEDMENT
*
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R �� J 3' FL 2'* z DEPTHS SHALL CONFORM
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/2" PER FOOT FOR MIN. o TO 97 UBC SEC. 18061
A MINIMUM OF 3 FEET (4%). INDEX MAP m J REQUIREMENTS, I.E. 12"
ao MIN FOR 1 STORY AND
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. (n FL 3' 18" MIN. FOR 2 STORIES.
LEGEND 40 20 40 so r .� MIN. t z
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF
2 AX
ANY CONSTRUCTION/GRADING. AC -- ASPHALT CONCRETE - 2:
BF -- BACKFLOW PREVENTER GRAPHIC SCALE. 1 "-40' M,q,Y
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS DF -- DEEPENED FOOTING6" MIN,
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED pyy - DRIVEWAY 2y MIN. * PAD ELEV.
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY FG -- FINISHED GRADE 4s' 20% MAX.
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. FL - FLOW LINE . **2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATER 2% MIN.
FS - FINISHED SURFACE IF SLOPE HEIGHT IS LESS THAN 5' SEE SECTION "D-D" 20% MAX.'0o,
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. GB - GRADE BREAK
25. WDID N0: 933S317203 GF - GARAGE FLOOR SECTION •A-A•
HP - HIGH POINT 171
INV -- INVERT N.T.S.
TC -- TOP OF CURB i
EARTHWORK QUANTITIES: TD - TOP OF DIKE �' ,__. F.L. o
TF - TOP OF FOOTING 15'-20' TYP. w J
CUT = 140 CUBIC YARDS (35 C.Y./LOT) TG TOP OF GRATE P.L. 10' MIN. J
a_
FILL = 140 CUBIC YARDS (35 C.Y./LOT) TW -- TOP OF WALL � J � �
---- -- - --- - TRACT BOUNDARY 2' o ^.�.� 2 i
RETAINING WALL (BY SEPARATE PERMIT) MIN. o Cn
CROWNE HILL MINIMUM YARD SETBACKS: - --- -- - FLOW LINE 3'
T - T - SLOPE (2:1 MAX.) x _z v
FRONT: 20' TO FRONT ENTRY GARAGE 9O - LOT NUMBER PLAN 1 PLAN 2 PLAN 3 Sy 1D �;�,X PAD ELEI
10 TO SIDE ENTRY GARAGE OR LIVING SPACE - 2,2$3 SF 2,584 SF 2,839 SF MSN 2y MIN. •
SIDE: 5' TO INTERIOR LOT LINES PLAN 4C HOUSE PLAN TYPE
10' TO RIGHT OF WAY ON CORNER LOT FF=1 109.67 -- FINISH F P�' - T 1
REAR: 10 TO REAR LOT LINE PAD=1109.0 -- PAD ELEVATION ELEVATION
,.� �` PAD ELEV. EROSION CONTROL BERM z
HOUSE PLAN LEGEND PAD
N.T.S. I SECTION •C-C• 2r MIN. INTERNAL SIDES IF SLOPES LESS THAN 5' o
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING N.T.S. 2% MAX.
F o Underground 2 1 2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION
y / THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION SECTION •D-D• o
cF Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS OWNER/DEVELOPER: N.T.S. U
of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN I
Call: TOLL FREE RECORDS GREYSTONE HOMES Y
MARGARITA AD, IN THE N.W. CORNER OF THE INTERSECTION 1 E. OF BOOK 159 PAGES 38 THROUGH 61 OF MAPS,
1 -800 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W 40980 COUNTY CENTER DRIVE
OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. SUITE 110 m
422-4133 FIBERGLASS WITNESS POST SET 1 ' W. OF MONUMENT. TEMECULA, CALIFORNIA 92591
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. (909) 719-1464 LDO3- 1 10GR ::>Q
00
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE -�
CITY OF TEMECULA
Contractor PROFESS/ AS SHOWN DEPARTMENT OF PUBLICWO RKS Drawing No.
IAAF S� F PROFILE SCALE RECOMMENDED BY. DATE: 7 r4-)Inland Empire Division o
Inspector 53613 k _f; 2269A
0 Coctus venue, Suite 300 Mores IMMey, CA 92553-9024 (909) 653-0234 NA O
SEE ABOVE1�1 do
ACCEPTED BY: DATE: PRECISE GRADING PLANS
Date Exp. os/30/�3
Completed ns ared Under Supervision Of RONALD J. PARKS ,n
s1q , civic a�P Date Or v O DRAWN BY: JJJ DEPUTY DIRECTOR OF PUBLIC WORKS MODEL S ITE TRACT N O. 2 3143-6
or 511 R.C.E No. 13 Ex fres 06-30-03 DESIGN BY: JJJ 19744 9 30/05 LOTS 70--73
P CHECKED BY: MWS R.C.E No. Expires / Sheet 1 of 2 0
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INV PIPE O 1.OX4- -4
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' J 88.3 3 0K PIPE O 1.0%
GF=1288.30 FG o ; T' GF=1287.00 2 85.90 TG, FL = 4.9 z
N z 84.33 INV-GB 88 12
9110 88.3 I - 87.0 N 13 84.9 FG N ° K w F 4
FG O to FG 87.0 n
87.7 w G I O FG mo �° °! �. Scam 86.60 86.5400
FL-GB a00 ( �ce FL- a z O N 0' L=82.27 FS FS
87.75 T 2 c" �. c ~ 20 20' G o �� 88.00
- _
86.13 INV J o a, W 84. 1 c4 '� o
Q 8.5 .. 8� n� HP-FL SO REMOVE ON _ _
� .J a L `�c� U P Ln � 0o 00 �` FS
HP 8 00 _ 86 o. o ce 73 000 �" _`�-~� �� '`�S BUILD-OUT ,� z 00 88.06
CJ.S' 2 .O I 72 87.55 TG `F� Q PLAN 3 `� 14 • 1r.. FS
86.25 INV-GB I 8� .rn
r 5.3' 86.7LAN 2 FF=1 28.40 yp U '
Nr .� .' ' HP-FL� P 287 50 004 ``' _ PAD=1284.9 ��`� cv �o p 16 jl ao
_ _ 87.fi5 TG 2 ,� Q 4 FF= ►� a Ln 13 00
-;74h. . ,. 8x.43 wV PAD=1287.0 Q �:; -- ,� ti z r. Dc W ni R) cy �� �C G� Dc• o O
'.a. N 71 1 1.4 r ® 87.0 O Q ao^ •- �� �� ��
'o PLAN 1 .. `~ w FG awl,
D31 a , 84.9 84.9 �i -�88.0O 86.30 TG a 0D GRADE BREAK o�
70 ® H P-FL FF=1288.80 ) 85.50 INV 2 87.0 F F ,
FG
PAD=1288.3 O �� 7C-,
1 .0% Z
O ❑ 10.5' ❑ 28 S' �°'c� ��. C� � '. 100 Z o
a 88.3 Q, i W 83.10 X �
- 88.3 p
FL F a s INV N 0O
FG cO= a z N z / �°� 5 89 15 00 00 t• 00 �
86.65 E] a� C4 0 86.04 TG 3 �, 84.10 TG �, a
Z I; "' ^� 2 moi r 3 �` 02 ti 00
INV 00
� - r: N 2 3.30 IN S -j
N a� v 7.45 TG 85.24 INV
3 00 2 6.65 INV ���4� 83.86 TG o�
87.60 TG �- Q 2 (�
86.80 IN 2 87.8 �� �� 3.Ofi INV /'`' �, -�� rn Cn
G HP-FL 59.00',,, ,� ��G 63.00' 8G 0 $�`� •Te/ w 0 6' p to to 00 L` I I
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56.23 89.30 00'.. I; I
tK FS cv C'
6 g4 C Co I I
2:1 9 lam► 5 00 (InL` J
0 I 88.0
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9 LOT 7O 6
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ro 8 :-
PARKING LOT
PAD = 1289 . 9
7 9
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PRECISE GRADING
• HANDICAP PORTABLE
L_ 11
• � ��G � 0o TOILET
CONSTRUCTION NOTES. � �� 40
10 INSTALL PRIVATE DRAIN THRU CURB, STD 303
INSTALL 12" x 12" DRAIN GRATE (NUMBER'S 1230 OR EQUAL; NDS) o�
" c, J 88.0
Q INSTALL 4 PVC (SCHEDULE 40) GRAPHIC SCALE E=82.27 � G L`` HP- L
4 INSTALL 4" CLEAN-OUT � o � �
q° o
�� 8
IN FEET Q� 19.0, Ty P.
g
5 CONSTRUCT 3" AC PAVEMENT r
O
6 INSTALL CONCRETE CURB STOPS 20 0 10 2a 40 �� GF1 .90
O
89.9 ��` ��C� �p� o
�7 4" WIDE WHITE STRIPING °'p
" _ FG
® INSTALL 4 BLUE PAINTED PCC SIDEWALK PER A.D.A. REGULATIONS 1 20 1 .0% ..� 1 .0%
CD
INSTALL REDWOOD HEADERMIN. MIN. 9
10 CONSTRUCT 6' SIDEWALK PER CITY STD. NO 401 G'
O o �p �� �p. �p cv
Li
I 8.0' w
ALONG LOT FRONTAGE 70
N O 5. - --
o � oa0� F o�p• � a0 9� � -� � cn
11 7' WOOD LATTICE SCREEN FENCE PER DETAILS ON LANDSCAPE PLANS r PLAN 12 2R
"' r FF=1290.40 ---•- -�- _ r9o.1 1 d- FG
CONSTRUCT 20' RESIDENTIAL DRIVE APPROACH PER CITY STD. 207 r PAD=1289.9 N 9 �n FS 56.23 I
12 C .� 10.7 , - �
a? n
TO BE REMOVED UPON RESIDENTIAL CONVERSION. 1�' ���`� 89.9 °° op
89.9 FG o, m
13 CONSTRUCT 6" AC DIKE PER CITY STD. 214 F ��
z o
14 INSTALL 4" PVC PIPE, PRIVATE UNDER SIDEWALK DRAIN
15 HANDICAP SIGNING do STRIPING PER A.D.A. REGULATIONS
16 CONSTRUCT 4" THICK CONCRETE SIDEWALK, SEE LANDSCAPE PLANS Q,F`' ro
o r
* ULTIMATE DRIVEWAY CONFIGURATION. SEE LANDSCAPE PLANS FOR INTERIM
56.23 � z
FLAT WORK TREATMENT.
fo
FORE
�- . Underground FINAL BUILDOUT PARKING LOT DETAIL
0
c1< Cn
Service Alert LOT 70
NOTE: SCALE: 1" =10' YI
of Southern California .
Call: TOLL FREE LOT 70 MUST BE RE-GRADED, COMPACTED SCALE: 1" =20'
AND RE-CERTIFIED PRIOR TO ISSUANCE OF
M
1 -800 A BUILDING PERMIT.
422-4133 LD03- 1 10GR �
Q
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE TEMECULACITY OF 1 =20 ' Q3 DEPARTMENT OF PUBLIC WORKS Drawing No.
pR " / RECOMMENDED BY: DATE: o
Contractor ���1AM PROFILE SCALE
q F Inland Empire Division
N
QO
53613 0 - 22690 Coctus �►w, suite 300 Nomo ter, CA 92553-9024 (909) 653-0234 NA ACCEPTED BY: DATE: -4 PRECISE GRADING PLAN S 11-1
Inspector SEE SHEET 1
Epp. 06/30/03 � P ns P e ed Under Supervision Of RONALD J. PARKS 'n
Date � �� � D�j � DRAWN BY: JJJ DEPUTY DIRECTOR OF PUBLIC WORKS MODEL SITE TRACT NO. 23143-6
�
Completed l
ICAL�F� o e DESIGN BY: JJJ 19744 ;rte 9/30/05 LOTS 70-73 Sheet 2 of 2
R.C.E No. 13 Expires 06-30-03_- CHECKED BY: MWS R.C.E No. Exp �