HomeMy WebLinkAboutLot 1-22 Precise Grading Q
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RE I E GRADING PLAN UNLESS OTHERWISE NOTED ON PLAN
* * SEE PLAN FOR DRIVEWAY GRADE
L 1% MIN.EO D S L
PAS EL 0
Q �•�
PHASE TRACT NO , 18 � 1 LOTS 1
90 MIN. .
GRADING NOTES 5' PLAN 4C 2% MIN.
M
P'E` IN. FF=1109.67 :
1. ALL GRADING SHALL CONFORM TO THE 1994 UNIFORM BUILDING CODE, CHAPTER 33, AS AMENDED BY z PAD=1109.0
z
ORDINANCE 93-04.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A i
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
3'
3. MAXIMUM CUT AND FILL SLOPES = 2:1. � � � �� � � � � � � �� � � � � � � �� � � �� � � � � � � � � � � � � MIN. MIN.
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■ � � �
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. 2% MIN.■ ■ PAD 21 X MAX.
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL ■ ■
CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION ■ ■
REPORT FOR ALL FILLS OVER 1' DEEP. ■ ■
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERING DEPARTMENT WRITTEN ■ 16 1740 ■ SWALE
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING 1 ■ v
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ■
ELEVATION AND LOCATION OF CUT FILL SLOPES. ■ 15 TYPICAL LOT
■
■ � SIDEYARD LOT DETAIL
■
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. N.T.S. DRAINAGE DETAIL
■ �Q ■ N.T.S.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. ■ 14 0 ■
■
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS ■ 19 ■■
INVESTIGATION BY CONVERSE CONSULTANTS (PROJECT NO 96-81-420-01) DATED 4-26-96 AND ALL ■ 13 ■
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY ■ ■
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND ■ 20 ■
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF
THE PRELIMINARY SOILS REPORT. ■ 12 ■
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 ■ All s ■ ■ n ■ oP ■ n ■ m s s o R ■ LEGEND
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION ■ ■ 11 ■ ■
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. ■ BW -- BACK OF SIDEWALK
■ ■ 22 ■ ■ DF -- DEEPENED FOOTING
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR ■ ■ ■ FL - FLOW LINE
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN ■ 10 ■ ■ FS -- FINISHED SURFACE
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN ■ ■ ■ ■ FG -- FINISHED GRADE
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. ■ ■ 23 ■ ■ GB - GRADE BREAK
GF - GARAGE FLOOR
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, ■ 9 ■ ■ HP - HIGH POINT
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. ■ A ■ ■ LP - LOW POINT
■ ■ � ■
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, ■ ■ a 24 TC -- TOP OF CURB TF -- TOP OF FOOTING 25 ■
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT, PREPARATION SHALL BE APPROVED BY A ■
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. ■ �r 26 ■ TW - TOP OF WALL
■ ■ S 27 ■ ■ -- TRACT BOUNDARY
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE ■ ■ R 7 28 ■ ■ - RETAINING WALL
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER ■ ■ ■ 90 -- LOT NUMBER
AND DAMAGE TO ADJACENT PROPERTIES. ■ % ■ ■ ssssm SOON was ■ ■ ■■ ■ ■ n ■ ■ St " ■■ ■ ■ IF
■ PLAN 4C -- HOUSE PLAN TYPE
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. ■ ■ FF=1 109.67 - FINISH FLOOR
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY ■ - PAD=1 109.0 - PAD ELEVATION
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. ■ Q 40
■ � `'1
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE ■ 00 o
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES a TO RIVERSIDE
OVER 30' IN VERTICAL HEIGHT. ■ r TO CORONA
acv
■ � ■ �
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING o C ■ X
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN ■ �4 ,
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS A
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. ■ Q �7 �, z RR 1 P9 c,
CID
m
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12 ON CENTERS ■ p ■
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND ■ - Too ;w
COVER,COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALL ■
a
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 '��.► R y
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4- PER FOOT FOR ■ to ■ "` RPN $ "'
A MINIMUM OF 3 FEET. % ■■ ■ ■ ■ ■■ ■■ ■ mons ■ ■ ■ ■ ■ is ■o ■ ■ ■ ■00
p,U8A
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. P t o
PROJECT
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF INDEX MAP City of Temecula RD• SITE
ANY CONSTRUCTION/GRADING.
AS SHOWN
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 CAMpANv�`
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY WAY
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. TO SAN DIEGO
rn
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. VICINITY MAP
CONSTRUCTION NOTES NOT TO SCALE
f
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INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE O-
PER CITY OF TEMECULA STANDARD DWG. 303.
2 INSTALL 12" X 12" DRAIN GRATE (NDS 1230 OR EQUAL) 3
v
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING 3 INSTALL 4" PVC ( SCHEDULE 40) o
OEFORE
Ne Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION o
Gt o_ 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:of Southern Colifornic CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND
SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN
Call: MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 ' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS
TOLL FRE CONTINENTAL HOMES
7 CHAIN LINK FENCE, 21 x 16 AROUND SO. CALIF. GAS VALVES, 40 N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22-56'23"W
1 -800 OF P.P. (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 12636 High Bluff Drive z
00
422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. Suite ego, CA 92130
San Diego, LD99-004CR
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 n
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: KEITH - �, PLAN SCALE
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� ESSi INTERNATIONAL S ruices ` AS SHOWN CITY OF T rz�
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a`�oeINC. •�macre /Z� DEPARTMENT OF PUBLIC WORKS Drawing No.
Contractor Civil F rte,, A„a,,,,,, PROFILE SCALE RECOMMENDED BY: DATE.
c� Inland Umpire Division tult,?t Awwwrow
Inspector
eorge A. Lenieste _ ss90 cam. Am. aw*. soo. Mn. rwt.p CA s2r (�)sss-o� /
CN
No. 45920 ACCEPTED BY. DATE. PRECISE GRADING PLANS
Date SEE ABOVE Exp12_31_02 Plans Prepared Under Supervision Of RONALD J. PARKS r, o
Completed _. sT �Q' DRAWN Y: DEPUTY DIRECTOR of PUBLIC WORKS
PHASE 2 TRACT N 0. 2 418 2 1
\� Date B LD PAS EO DEL S O L
OF CAS. GEO EN STEY DESIGN BY: CG LD
C.E. No. 45920 EXPIRATION DATE 12/31/2002 CHECKED BY: * R.C.E No. 19744 Expires 9/30/01 LOT'S 1 -22 Sheet 1 of .3 a
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CONSTRUCTION NOTES Cn
INSTALL 4" TO 3" TRANSITION SIDEWALK UNDERDRAIN PIPE
PER CITY OF TEMECULA STANDARD DWG. 303. GRAPHIC SCALE IN
2 INSTALL 12" X 12" DRAIN GRATE (NDS 1230 OR EQUAL) ch
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3 INSTALL 4" PVC ( SCHEDULE 40) ( IN FEET )
3
20 0 10 20 40 s30
FORE
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Service Alert o
of Southern California „ 20' CO
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Call: TOLL FREE
V-
1 -800
422--4133
TWO WORKING DAYS BEFORE YOU DIG LD 9 9-O O 4G R
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: KEITH , ,, PLAN SCALE
1 »=20' CITY OF TEMECULA
oQ ��s/q INTERNATIONALLand Drawing No.
Contractor
s, ,�ara PUBLIC WORKS rn
Civil INC. water fieftn� PROFILE SCALE RECOMMENDED BY: DATE: c�
c.� Inland Umpire Division �,,,rt, �,
Inspector _. ._ eorge A. Lentestey
No. 45920 BMW 0WIPW Am., arae. MO. Nomm r a.M. CA •=sa (rea)ess-osa4 NA � / /� e N
ACCEPTED ! T PRECISE GRADING PLANS
SEE SHEET 1 E ED BY. DATE.
CDompleted Exp.12-31-02 Plans Prepared Under Supervision Of RONALD J. PARKS TRACT NO. 24182- 1
� P Date Z x DRAWN BY: DH DEPUTY DIRECTOR OF PUBLIC WORKS
Cr CALF GE GE LE ESTEY DESIGN BY: JRW PASEO DEL SOL
R.C.E. No. 459 EXPIRATION DATE 12/31/2002 CHECKED BY: R.C.E No. 19744 Expires 9/30/01 PHASE 2 LOTS 1 -22 Sheet 2 of 3 0
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CONSTRUCTION NOTES
„ •+ 2:1 SLOPE 2:1 SLOPE
1 INSTALL 4 TO 3 TRANSITION SIDEWALK UNDERDRAIN PIPE ,Ajsv ►�
2:1 SLOPE
PER CITY OF TEMECULA STANDARD DWG. 303. 2:1 SLOPE 10355' Tc a-
Q INSTALL 12" X 12" DRAIN GRATE (NDS 1230 OR EQUAL) f
3p INSTALL 4" PVC ( SCHEDULE 40) ;m
FORE
'rte c ° 55.01' c ' 1 1.98 0
EJ Underground o c 56.21'
Service Alert
19.91' 56.21' o
Ln
of Southern California A' 199.32'
Con: TOLL FREE �
t --800 z
422-'4133 LD99-004GR
TWO WORKING DAYS BEFORE YOU DIG n
N
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: KEITH , „, PLAN SCALE Lo'
01 • s CITY OF TEMECULA 11
oe Esse INTERNATIONAL . Le,d AS SHOWN Drawing No.
Contractor � Civil F INC. � �i �°� RECOMMENDED BY. DATE: DEPARTMENT OF PUBLIC WORKS
�
�., . ,atK fit PROFILE SCALE
Inland Empire Division t77Al A"°"'"" NA N
� A. Lenieate r"1
Inspectoro. 4592U y ate... ,�.. ,s,�e. aoo, .a,.*. r CA . (Off)•as-o ACCEPTED BY: DATE: t7 PRECISE GRADING PLANS
Date SEE SHEET ��12_31_ lans Prepared Under Supervision Of RONALD J. PARKSr
�, Q DEPUTY DIRECTOR OF PUBLIC WORKS TRACT N 0. 24182- 1
Completed DRAWN BY: DH
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� CA�� GEO E A. N TEY DESIGN BY: JRW
R.C.E. No. 45920 EXPIRATM DATE 12/31/2002 CHECKED BY: R.C.E No. 19744 Expires 9/30/01 PHASE 2 LOTS 1 -22 Sheet 3 of 3
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