HomeMy WebLinkAboutLot1 4-17 Precise Grading PRECISE
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43RAD11N.... 43 LEGEND
BW - BACK OF SIDEWALK
DF - DEEPENED FOOTING
LikS SEN13AS FL - FLOW LINE
FS - FINISHED SURFACE
FG - FINISHED GRADE
GRADING NOTES: GB - GRADE BREAK
- GARAGE FLOOR
HP - HIGH POINT
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING CODE, CHAPTER 33, LP - LOW POINT
AS AMENDED BY ORDINANCE 93-04. PASEO DEL SOL
TC -• TOP OF CURB
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A TF - TOP OF FOOTINGTG - TOP OF GRATE
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. TW - TOP OF WALL
3. MAXIMUM CUT AND FILL SLOPES = 2:1. � 187ml - TRACT BOUNDARY
- RETAINING WALL (BY SEPARATE PERMIT)
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. TRACT 90 - LOT NUMBER
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL PLAN 4C -- HOUSE PLAN TYPE
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTIONMOD IT m 0 1 m17 FF=1 109.67 - FINISH FLOOR
REPORT FOR ALL FILLS OVER 1' DEEP. PAD=1 109.0 - PAD ELEVATION
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, 57
ELEVATION AND LOCATION OF CUT FILL SLOPES.
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. 12 61
70 * UNLESS OTHERWISE NOTED ON PLAN
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
56 SEE PLAN FOR DRIVEWAY GRADE
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS 13 62
INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81-420-01) DATED 4-26-96 AND ALL 69 55;5
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITYTRACT 24187--3 O
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF63 �r 1% MIN. ,�� Q�•�
THE PRELIMINARY SOILS REPORT. �/IA CAM +�68 2?ll;54 r
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 ;k r-
) N�
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION 64
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 67 53 3'
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR 14 '90 MIN. 1,
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN 65 MI PLAN 4C 2% MIN.
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN 6.0 P.L. MIN.I
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 66 52 I FF=1 109.67 -�
�. 15 Q
PAD=1 109.0
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS,
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. '^ '' QCLO
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO B P 16 fJ Q RA S � 51 3' 1' GF=1109.0
E LACED, IT MUST BE CLEARED, KEYED, ' �►
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A V� T MIN. MIN.
REGISTERED SOILS ENGIN 50
EER PRIOR TO PLACEMENT OF FILL MATERIAL. � � z
_3 17 49 37 2� MIN.
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE 48
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER � 46 47 38 PAD 21% MAX.
AND DAMAGE TO ADJACENT PROPERTIES.
18 '� 39 •0 1
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 4D ��-p��'•�
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NOW 41 s`"�z�� SWALE
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY 42 �"Z�
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST f9 45 44 43 1% 36 v v
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.
35 SIDEYARD LOT DETAIL TYPICAL LOT
17. STABILITY
SUBMITTEDCBY A SOILS WITH A ENGINEER TO FACTOROF
CITY ENGINEEONE RING DEFIVE PARTMENT MENTTFORI CUTSHALL AND FRILL SLOPES 20 N.T.S. DRAINAGE DETAIL
OVER 30' IN VERTICAL HEIGHT. HC50-0 34 N.T. .
33 S
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 21 l� 32
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN 31
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS w 26 29
30
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. a 27 28
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS 22
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL 25
BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R 23
CP
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4!0 PER FOOT FOR D RIVERSIDE c
A MINIMUM OF 3 FEET. TO CORONA
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21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. cn
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22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF7� l,R G R/ ,?,
ANY CONSTRUCTION/GRADING. '�' M �'
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
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. R PROJECT
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24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. RPNGN V1 x r'' SITE c
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EARTHWORK QUANTITIES
PRECISE GRADING � -`'
Cit of Temecula o.
CUT =
140 CUBIC YARDS (35 C.Y./LOT) I . y -' R AY 0
CONSTRUCTION NOTES. �, POR�C� CAMPANULA W 0
FILL - 140 CUBIC YARDS (35 C.Y./LOT) DE co
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INDEX MAP 1D 3" AC COVER NATIVE SOIL HIGHWAY 79
SCALE: 1"=100'
2� INSTALL CONCRETE CURB STOP TO SAN DIEGO .�
3Q INSTALL C WHITE STRIPING J
4� INSTALL 1"x 4" REDWOOD HEADER
FORE BENCH MARK COUNTY OF RIVERSIDE B.M. T-29--81 BASIS OF BEARING 5O INSTALL PRIVATE DRAIN THRU CURB, CITY OF TEMECULA STD. 301 VICINITY
q Underground 2 1/2 BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION NOT TO SCALE a'
cT Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD, 1 .8 MILES N.E. ON RANCHO OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS OWNERDEVELOPER: INSTALL 12"x12" DRAIN GRATE (NUMBERS 1230 OR EQUAL) II
of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN /
7� INSTALL 4" PVC (SCHEDULE 40) ,
Call: TOLL FREERECORDS m
ROAD,MARGARITA IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF BOOK 159, PAGES 38 THROUGH 61 OF MAPS,
7' CHAIN LINK FENCE, 21'x 16' AROUND SO. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22'56'23"W TRIMARK PACIFIC HOMES
1 -800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 85 ARGONAUT, SUITE 205
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422--4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. ALISO VIEJO, CALIFORNIA 92656 M
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. (949) 465-1655 LD01 -026GR
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE
,,V,OF E SS l pN Inland Empire Division AS SHOWN CITY OF T
Contractor �``�oSEPH Sy F� r a p� DEPARTMENT OF PUBLIC WORKS Drawing No. 0
RECOMMENDED BY: DATE: 0
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22690 Cactus Avenue, Suite 300 Moreno Valley, CA 92553-9024 (909) 653-0234
Inspector � No. 18784 �; NA o� � �� as PRECISE GRADING PLANS
SEE ABOVE ACCEPTED BY: DATE:
Date Exp. 6/30/01 Pjpn Prepared Under Supervision f RONALD J. PARKS _
Completed _ TRACT N0 24187 1 -r
��'9l C�V��" p��\P Date DRAWN BY: J R DEPUTY DIRECTOR OF PUBLIC WORKS
F OF CA1 �F E. J - *41 SHAW DESIGN BY: CG - LD MODEL SITE
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19744 9/30/01 LOTS 14 THRU 17 Sheet 1 of 2 �'
R.C. . No. 18784 EXPIRATION DATE 6/30/2001 CHECKED BY. CG Ill No. Expires
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ULTIMATE BUILDOUT FOR N Q)
PARKING LOT 14 0 s
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NOTE:
LOT 14 MUST BE RE-GRADED, COMPACTED '9s� �,�, �-1200.20
AND RE-CERTIFIED PRIOR TO ISSUANCE OF s s !
A BUILDING PERMIT. 9 g N
GF=,19'6
x..1197.80
pLAN 3CR
FF:1700.70
GRAPHIC SCALE $ b 67 PAD.12002
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w a M ?a ply 2CR 99.30
( IN FEET ) it g a 1 FF-1198.30 PAD:1198.8
pAD=1197.5
30' 0 30' 60' 90'
NOTE: 4D *4� f1b
ot
309 SEE LANDSCAPE PLANS FOR PLANTING o
AND DETAILS.
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PRECISE GRADING GRAPHIC SCALE
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CONSTRUCTION NOTES:
( IN FEET ) N
1� ,' AC COVER NATIVE SOIL
30' 0 30' 60' 90' Q_
2Q INSTALL CONCRETE CURB STOP
a.
Q INSTALL 4" WHITE STRIPING
4 1 30
INSTALL 1"x 4" REDWOOD HEADER 0
o
'F o Underground 5 INSTALL PRIVATE DRAIN THRU CURB, CITY OF TEMECULA STD. 301
cT Service Alert Ln
of Southern California INSTALL 12"x 12' DRAIN GRATE (NUMBER'S 1230 OR EQUAL)
Call: TOLL FREE 7Q INSTALL 4" PVC (SCHEDULE 40)
1 -800 z
422-4133 LD01 -026GR
TWO WORKING DAYS BEFORE YOU DIG
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE CITY OF TE M E C U LA
�pRoVE SSPH�O,y,�� Inland Empire Division 1 =30' . � a 0- DEPARTMENT DEPARTMENT OF PUBLIC WORKS Drawing No.
Contractor F, � E G RECOMMENDED BY. DATE. CD
�� OS S,y F� PROFILE SCALE
ca 22690 Cactus Avenue, Suite 300 Moreno Valley, CA 92553-9024 (909) 653-0234 NA o PRECISE GRADING PLANS
No. 18784 DATE: �� ¢
Inspector Exp. 6/30/01 ACCEPTED BY: RONALD J. PARKS TRACT NO. 24187- 1
Date
SEE SHEET � � � PI repared Under Supervision 0 DEPUTY DIRECTOR OF PUBLIC WORKS
414�1 o/ DRAWN BY: JR MODEL SITE Completed `� CIVIL F �\� Date _ ad
OF CA�� E. JO P SH4W' DESIGN BY: CG LD
R.C. No. 18784 EXPIRATION DATE s/3o/2001 CG 19744 9/30/01 LOTS 14 TH R U 17 Sheet 2 of 2 0
NECKED Y. R.C.E No. Expires