HomeMy WebLinkAboutLot 7-19 Precise Grading GRADING NOTES:
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE,
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23. ECCgLIF
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2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A PR ISE GRADING PLAN
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
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3. MAXIMUM CUT AND FILL SLOPES = 2:1. cy0 PROJECT S ITE
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4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH. CROWNE HILL FAIRMONT �oZ Ave
VIA RAMI n
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALLLO 3 c R0 01
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CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION � o TM�cA 3 0,� � PCRE LACE �
REPORT FOR ALL FILLS OVER 1' DEEP. AN 1Aco s
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fi. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY ENGINEERINPHASE 2 TRACT Fn
DEPARTMENT WRITTEN ,� ROAD ac Q o
CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADINGNO . 231 3 6 w
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, Q
ELEVATION AND LOCATION OF CUT FILL SLOPES. < Ftiq o
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES. DEAD PIO Pico
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. LOTS 7 19
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9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS 84
3 H WY. 79
INVESTIGATION BY PETRA GEOTECHNICAL, INC. (PROJECT NO 241-01) DATED 07-01-02 AND ALL 83 82 75 74 TO SAN DIEGO
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND 81 7e 1✓ICINITY AP
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF 80 79 78LTRACT
NOT TO SCALE
THE PRELIMINARY SOILS REPORT.
1 0. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 RY
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
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11. CUT SLOPES E s
Q L TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR Y " ' �:, C
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN 8 14 P.L.
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN 7 8 13 �z
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. ? °-� 9 10 11 12 N� ��'��
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, 1% MIN.
r � ,� �:�� �� � � .:;.o e.
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL.
R,1.5
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED,
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. 5,
2'
's C MIN.
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE 14 18 MIN.5' B
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER d MIN. 2% B
AND DAMAGE TO ADJACENT PROPERTIES. �
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+ �+ � » N.
I - A MIN.
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. LARRY LEE LANE _ Z
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16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY ...........P'l F.....................P11
-
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST bo
b
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. '�
28 20 J
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH (1.5) SHALL BE
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES -= 1 31 f- �
OVER 30 A IN VERTICAL HEIGHT. 17 _ -
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- �
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 19 18 39N
'PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN O r
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE ISVE - a
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 21 _ pRl
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS HILL
a
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND ,Ro �' �-,`C' TYPICAL LOT ��V
COVER, SHALL BE PLANTED WITH APPROVED TREES, SHRUBS, OR COMBINATION THEREOF. SHRUBS SHALC DRAINAGE DETAIL
, y BE PLANTED AT 10' ON CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT � c4pcN.T.S.
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R ° ► °
22 4N UNLESS OTHERWISE NOTED ON PLAN
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4-7 PER FOOT FOR * EE P
a S LAN FOR DRIVEWAY GRADE
A MINIMUM OF 3 FEET. _ _ �
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 1 C
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF
ANY CONSTRUCTION/GRADING. J
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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 2' 5' P.L.
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY MIN.
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. Uj
z_ MIN z *FOOTING EMBEDMENT
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. 50 25 50 100J 3� FL 2'�E�E J DEPTHS SHALL CONFORM
2 MIN. TO 97 UBC SEC. 18061
25. W.D.I.D. N0. 933S317203 M- PAD ELEV. o
GRAPHIC SCALE: 1"=50' � J a REQUIREMENTS, I.E. 12"
°° z
INDEX MAP
26. SEE APPROVED "WALL AND FENCING PLAN" FOR YARD AND PERIMETER WALLS AND FENCES FL m MIN FOR 1 STORY AND
8 MIN. FOR 2 STORIES.
(ABOVE NOTE FOR CROWNE HILL PROJECTS ONLY) 1, 3
45.0' EROSION CONTROL BERM .� MIN. 10
?
EARTHWORK QUANTITIES: MAx
' INTERNAL SIDES r� 2� M
44 P r .
.0 S THAN
40.0 A
43.0
CUT = 650 CUBIC YARDS (50 C.Y./LOT) 6" MIN.
FILL = 650 CUBIC YARDS (50 C.Y./LOT) El SECTION "D-D• 2% MIN. * PAD ELEV.
N.T.S. 20% MAX.
LEGENDp 2% MIN.
BACKWATER �E�E 2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATER
VALVE CHART -�""•��'
- IF SLOPE HEIGHT IS LESS THAN 5' SEE SECTION "D-D" 20% MAX.
AC - ASPHALT CONCRETE TF - TOP OF FOOTING 67.0' w
BF - BACKFLOW PREVENTER TG -- TOP OF GRATE LOT LOT 55.5' 54.0' 57.0 P.L. SECTION `A-V
DF - DEEPENED FOOTING TW - TOP OF WALL 0
DW _ DRIVEWAY - TRACT BOUNDARY 7 NO 14 NO z MIN. o y MIN, w N.T.S.
FG FINISHED GRADE � �� J
FL - FLOW LINE - RETAINING WALL 8 NO 15 NO 0 0 �
FS - FINISHED SURFACE (BY SEPARATE PERMIT) .
GB - GRADE BREAK ---- - FLOW LINE 9 NO 16 NO ---- m 3' FL -� o F.L.
GF - GARAGE FLOOR 10 NO 17 NO MIN. �' m 15'-20' TYP.
HP - HIGH POINT - SLOPE (2:1 MAX.) y FIL -
w
INV - INVERT 90 - LOT NUMBER 11 NO 18 NO PLAN 1 PLAN 2 PLAN 3 PLAN 4 3 z P.L.
10 MIN. �
J
.�< PAD ELEV. �,
.:`�,'• MIN.
TC - TOP OF CURB PLAN 4C 2,283 SF 2,584 SF 2,882 SF 2,627 SF FOOTING TO BE j z 2' o
FF=1 109.67 HOUSE PLAN TYPE 12 NO 19 NO XTRA PT 2�� PAD ELEV. MIN. -j
-- FINISH FLOOR ELEVATION E DE H OF : . m
=1 109.0 - PAD ELEVATION 13 NO
HOUSE PLAN LEGEND PLANS (TYP) �-
_..
- DIMENSIONED ON MAk PAD ELEV. z
2% MIN. 2% MIN. �D �
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING 20% MAX. MIN. 20% MAX.
FORE 2% MIN.
o Underground 2 1/2- BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION SECTION 'OB-Bo B_B.
Service Alert OF FRONT ST. AND RANCHO CALIFORNIA ROAD 1.8 MILES N.E. ON RANCHO -r
� � OF THE CENTERLINE OF BUTTERFIELD STAGE ROAD AS
of Southem California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN OWNER/DEVELOPER" N.T.S. _N PAD ELEV.
Cat1: TOLL FREE MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS GREYSTONE HOMES PAD
7' CHAIN LINK FENCE, 21'x 16' AROUND S0. CALIF. GAS VALVES, 40' N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 22056'23"W 40980 COUNTY CENTER DRIVE SECTION N.T.S. 20% MAX.`C-C'
. LD03-
2% MIN
1 _800 OF P.P . (NO.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. SUITE 110 178GR
41 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 LD03- 1 1 2 G R
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith C o m pa n i e s PLAN SCALE
Al REVISE PLAN TYPE FOR LOTS 16 & 17 AND OFE�� AS NOTED CITY OF TEMECULA' Drawing No.
Contractor PR PROFILE SCALE RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS
ADD PLAN 4 TO HOUSE PLAN LEGEND. ��� ��i AM S
�� , <<,, Inland Empire Division
SEC_. ABOVE 53613 ' VoMey, CA 92553-9024 (909) 653-0234 _____ $
Inspector C3 0 22690 Cactus Av�e►►ue Suite 300 Mbr�er►o
ACCEPTED BY. DATE: �'S 3 PRECISE GRADING PLANS
Exp. 06/3U/�
Pla Pr ed Under Supervision Of RONALD J. PARKS
Date DEPUTY DIRECTOR OF PUBLIC WORKS
Completed
cIVI�- �� �^r` Date 07-0/105 DRAWN BY: Ks PHASE 2 TRACT NO. 23143-6
GF CDESIGN BY: MM r
R.C.E No. 361 Expires 06-30-07- R.C.E No. 19744 Expires 9/30/05 LOTS 7 - 19
CHECKED BY: MWS p Sheet 1 of 2
Plotted 7/1/2003 4:30:25 PM By: J_Ulloa DWG: N:\31761.12\Dwg\PRPG-PH2-SHT1,dwg
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies . PLAN SCALE CITY OF T
1" IC WORKS Drawin
=30' DEPARTMENT OF PUBLIC No.
1 REVISE PLAN TYPE & REGRADE LOTS 16 & 1 p
ESS/ RECOMMENDED BY: DATE:
,5lS o 9
Contractor *\0-I AM Sq < Inland Empire Division PROFILE SCALE
c' �� 2690 Cactus Avenue Sub 300 Wwww , CA 92553-9024 (909) 653-0234 DATE: s 5� fl3GRADING P LAN S
SEE SHEET 53613 ° M z ACCEPTED BY: PRECISE
Inspector � RONALD J. PARKS
Date � Ems. 06/30/07 � Ian re r d Under Supervision Of DEPUTY DIRECTOR OF PUBLIC WORKS 23143-6
d DRAWN BY: Ks PHASE E 2 TRACT N 0.
Completed `Il,9 c,v�� �P Date D7 d� 3 LOTS 7 - 19
CA��F DESIGN BY: MM 19744 9/30/Q5 Sheet 2 of 2
R.C.E No. 5361 Expires 06---30- CHECKED BY: MWS R.C.E No. Expires
Plotted; 7/1/2003 4:22;14 PM By; J_Ulloa DWG: N;\31761.12\Dwg\PRPG-PH2-SHT2.DWG