HomeMy WebLinkAboutLot 17-20 Precise Grading PRECISE 43FtADING PLAN
LEGEND
BW - BACK OF SIDEWALK
DF - DEEPENED FOOTING
FL - FLOW LINE
FS - FINISHED SURFACE
[AlRoASOL FG - FINISHED GRADE
GB - GRADE BREAK
GRADING NOTES': HP - HIGH GPOINTFLOOR
LP - LOW POINT
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, PfiLSE0 DEL SOL TC - TOP OF CURB
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. TF - TOP OF FOOTING
TG - TOP OF GRATE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1 X. DRAINAGE SWALES SHALL BE A TW - TOP OF WALL
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. I - TRACT BOUNDARY
■ - RETAINING WALL (BY SEPARATE PERMIT)
3. MAXIMUM CUT AND FILL SLOPES = 2:1. T "C NON
90 - LOT NUMBER
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH.
PLAN 4C - HOUSE PLAN TYPE
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL FF=1 109.67 - FINISH FLOOR
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION MOD IT m OT 17m PAD=1 109.0 - PAD ELEVATION
REPORT FOR ALL FILLS OVER 1' DEEP.
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING 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 AND LOCATION OF CUT FILL SLOPES.
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. * UNLESS OTHERWISE NOTED ON PLAN
� SEE PLAN FOR DRIVEWAY GRADE
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
INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81-420-01) DATED 4-26-96 AND ALL O
0
79
ENGINEERING DEPARTMENT WH C TWO SETS � SHALL INCLUDE COMPACTIONF THE FINAL FOUNDATION REPORT
DESIGNSHALL
R RECOMMENDATIONS SUBMITTED
AND THE
CITY WS DR� 1% MIN. � Q v
a . � w
D
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CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF Y M�� r-
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THE PRELIMINARY SOILS REPORT. BVH 14 15 16 17 18 `n -�{- "?
19 20 13 O 04-
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 2412 „�
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION 80 11 y 3'
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 10 0 ( 90 MIN. ,
59 1
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR a 9 X MIN. PLAN 4C 2% MIN.
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN O� P.L. FF=1 109.67 MSI
p�t� �
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN CAM PAD=1 109.0
e
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. zl
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, 7 26 25 24 23 22 e
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. 28 27 21 3, 1, GF=1 109.0
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, 30 29 MIN. MIN.
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. '„ 6 31 2% MIN. �E
21% MAX. z
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE t 37 3d 39 40 41 PAD co
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER 36
AND DAMAGE TO ADJACENT PROPERTIES. c5 33 34 35
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 136 to 32 SWALE
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY 4 •w
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUSTw uRT
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. ROSH Ca 11111 SIDEYARD LOT DETAIL TYPICAL LOT
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE 1.5 VA Is 111,1111111011101,j I Pll11,1 WPI11 1 Ilill,
N.T.S. DRAINAGE DETAIL
Q
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES 44 43 N.T.S.
OVER 30' IN VERTICAL HEIGHT. � 45 47 46 42 OPEN AREA
� PASEO LOT 78
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 2 p 50 49
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN a
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS d
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. S9 66
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS 1 58
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND 51
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL
BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT 65
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R 60 To RIVERSIDE
CD a
TO CORONA
20, FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR
A MINIMUM OF 3 FEET. Fn T-
z; P
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. v G R �,`r " `i
-+ z �,p R / T,� c� .�
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22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF �
ANY CONSTRUCTION/GRADING.
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23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED 00
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY �o GN V1 rn m PROJECT N
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. RpN SITE
o
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. P p,UBA RD �, o
EARTHWORK QUANTITIES PRECISE GRADING City of Temecula RD.
I RTO CAMPANULA WAY O
CUT = 140 CUBIC YARDS (35 C.Y./LOT) CONSTRUCTION NOTES: DE p0 o
FILL = 140 CUBIC YARDS (35 C.Y./LOT) DTE HIGHWAY 79
INDEX MAP1Q 3" AC COVER NATIVE SOIL
SCALE: 1"=100' O INSTALL CONCRETE CURB STOP TO SAN DIEGO
z
T INSTALL 4" WHITE STRIPING
c�
Q INSTALL 1"x 4" REDWOOD HEADERVICINITY MAP
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FORS BENCH„ MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING 5� INSTALL PRIVATE DRAIN THRU CURB,. P'!R C.O.T. STD *303 NOTTO SCALE
J,� o Underground 2 1/2 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTIONx 12' �
s 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'. INSTALL 12" DRAIN GRATE (NUMBER'S 1230 OR EQUAL) �
of Southem California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN
MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 ' E. OF BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS 7� INSTALL 4' PVC (SCHEDULE 40) m
Call: TOLL FREE 7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W CONTINENTAL HOMES
1 -800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 12636 High Bluff Drive 300 Q
422-4133 FIBERGLASS WITNESS POST SET 1 ' W. OF MONUMENT. SanSuiteD ego, CA 92130 LD01 -052GR o
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: PLAN SCALE
The Keith Companies CITY QF TEMECULA
�V�pFESSlOiyInland Empire Division AS SHOWN Drawing NO. O
��� SEPH S��F RECOMMENDED BY. DATE: DEPARTMENT OF PUBLIC WORKS O
Contractor `�. �O y �, PROFILE SCALE N
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w 12690 Cactus Ate, su►terC,o 92553-9024 ( ) 653-0234 NA 4�j ¢ a, PRECISE GRADING PLANS
Inspector No. 18784 ACCEPTED BY: DATE:
Exp. 6/30/01
Date SEE ABOVE P Prepared Under Supervision f RONALD J. PARKS TRACT NO. 24187-2
ql DEPUTY DIRECTOR OF PUBLIC WORKS MODEL S ITE
Completed sl � CIVIL o�`P Date � •� DRAWN BY: JR �
OF CE. JOSE P S W DESIGN BY: CG - LD
R.0 . No. 18784 EXPIRATION DATE 6/30/2001 HECK Y: R.C.E No. 19744 Expires 9/30/01 LOTS 17 TH R U 20 Sheet 1 of 2 0
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SUNNY - �
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DRIVE
47
MRTSLEHAN
DICAPPED
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er 67.93' .1 LAVATORY
IN
Irk 0 67.93'
.y 0 41
MIN
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M' 6 17 � tiA F ,o 6z.oo ?s 4 br
PLAN 4AR ��ef1 T � 0 1% MIN •-j 7
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1 X MIN �
ao 11.1' FF=1242.37 �7 1 � e -.,
S 0. ' 24.0' I', k o j
Q 4 PAD=1241.7 ti g 4 ( N o y - �s
1 0 16 __ 1 17 �, k,'IGG I �7? 9 42.10 INV 6 N
a` 6, z FFP AN 367 P PARKING 7 b 7 8.0' 7,y� S �G �"2' 1Nv I 3 .0' 70.0' �G
PAD=1241.0 ! 1241.7 18j. I ,�1
- I z PLAN 2C ,� - ;n 4� 9 rO k I 7 I 1 ,p 35.0
7 � N0.0' 0.
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FF=1242.97 � PLAN 3AR * I' rn I°t 20.0'
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PAD=1242.3 �I; a' FF=1243.6 '4p Oi
4 •� 0
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F=1 41. 7 --- -.... � � 14.5' PAD-1243.0 rn
,t• �7 (� 3 a\ -- 1�. 20
5.0' Z ° PLAN 12 0.
4B LL I
o N 7 41.7 K _� =1244.37
13.6' s k�6 42 6 0. z 6• PAD=1243.7 I V LLO
,X L=61.89' J z 0
1 , I 0� GF=1242.47 7 �°
G 7 _S •� 7
k�g1 5X a) a k / I GF-.1243.17 Q �5
rOry o 3 L=61.89' FS' '�' GFS
a o •- 1243.87 ,r,
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b�, 0 3 9 G \► 4 I 41.94 0, ; /2�� �'
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16
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CAMPO
RIVE
ULTIMATE BUILDOUT FOR 67.08' s `3
PARKING LOT 17 6.7z o�
k1 61.53' S
r
61.71,
• NOTE:
LOT 17 MUST BE RE-GRADED, COMPACTED
AND RE-CERTIFIED PRIOR TO ISSUANCE OF a
Q
A BUILDING PERMIT. a
I 25
24
FFP 1241437 o PLAN 2R 23 22
AGRAPHIC SCALE - PLAN 3
PAD= FF=1242.17 FF_ PLAN 4R g
1242. o
PAD=1241.5 PAb_ 87 FF=1243.57 g 21 �
1242.2 PAD-1242.9 g
PLAN 2R
( IN FEET ) PAD=
1243.6
30' 0 30' 60' 90'
NOTE: J6
1 " - 30' SEE LANDSCAPE PLANS FOR PLANTING 12.78' 46.94' 60.48'
59.46' 61.53,
AND DETAILS. 67.69' 39.72'
35.Q6•
62.52' 61.71'
88.19' pti
3
N
Cn
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RECISE GRADING N
CONSTRUCTION NOTES: ri
CIO
1 3" AC COVER NATIVE SOIL I
C N
2G INSTALL CONCRETE CURB STOP r
" GRAPHIC SCALE
O INSTALL 4 WHITE STRIPING I;
Q ( IN FEET )
4 INSTALL 1"x 4" REDWOOD HEADER
,FORE
1:3 G Underground OcT INSTALL PRIVATE DRAIN THRU CURB, PER C.O.T 'SM 303 30' 0 30' 60' 90' o Service Alert
c�
of Southern California 6G INSTALL 12" x 12" DRAIN GRATE (NUMBER'S 1230 OR EQUAL) r
0
Call: TOLL FREE 7GINSTALL 4' PVC (SCHEDULE 40) .� » _ 30 �0
422--4133 z
7WO WORKING DAYS BEFORE YOU DIG L D 0 1 -0 5 2 G R
c�
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE
P,i�O�E SS/0,qInland Empire Division ~=30' CITY OF T 00
Contractor ��� SEPH S /F DEPARTMENT OF PUBLIC WORKS Drawing No.
/<y PROFILE PROFILE SCALE RECOMMENDED BY: DATE:LIJ
��
Inspector ,y; o. 18784 T1 22690 Cactus Avenue, Suite ,300 Moreno Valley, CA 92553-9024 (909) 653-0234 NA
p Exp 6/0/01 ACCEPTED BY: DATE: ''� a/ PRECISE GRADING PLANS
SEE SHEET 1 -
Date Plan repared Under Supervision f RONALD J. PARKS TRACT N O. 24187-2
Completed `I C/vl\- \P Date ` DRAWN BY: JR DEPUTY DIRECTOR OF PUBLIC WORKS
F OF CA��F MODEL SITE
E. JO H SHA DESIGN BY: CG - LD
R.C.E. No. 18784 EXPIRATION DATE 6/30/2001 R.C.E No. 19744 Expires 9/30/01 LOTS 1 7 THRU 20 Sheet 2 of 2 0
CHECKED Y: CG