HomeMy WebLinkAboutLot 74-89 Precise Grading GRADINGNp �AL�FpRNROAD
OTES:
PRECISE GRADING PLANNCN �
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE 1998 CALIFORNIA BUILDING CODE, RP q
APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23.
� ROAD
2. MINIMUM BUILDING PAD .AND DRAINAGE SWALE SLOPE SHALL BE 1%. .DRAINAGE SWALES SHALL BE A ter' RgHoy0 PROJECT S ITE
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES.
�CROWo AUB
3. MAXIMUM CUT AND FILL SLOPES = 2:1. NE HILL . ASTORIA
1, VIA RAMI � n
0
``-' E`�1k C RCRE
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5 HIGH.
a MBCA O,Q m PLA GE rn
5. ALL GRADING SHALL BE DONE UNDER
THE SUPERVISION OF COMPETENT SOILS ENGINEER WHO SHALL SANT�App o n
CERTIFY THAT ALL FILL HAS BEEN
PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL COMPACTION T Cn
�- ROAD q m
PHASE 3 TRAC NO 23143 11w 0 v
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 LOTS 74 89
PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, SFA Pio PRD.
S �y vo
ELEVATION AND LOCATION OF CUT FILL SLOPES. o
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7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES.
H WY. 79
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT.
TO SAN DIEGO VICINI Y MAP
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS �� F .� ,�
�� x .. �_.
INVESTIGATION BY PETRA GEOTECHNICAL, INC. (JOB NO. 241-01) DATED 10-24-02 AND ALL ADDENDA ` ' ' r,.,. NOT TO SCALE
THERETO. TWO SETS OF THE FINAL COMPACTING REPORT SHALL BE SUBMITTED To THE CITY �•
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND �� t �j1.<�
ENG
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF
THE PRELIMINARY SOILS REPORT.
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24
� � 1
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. _ � L DRIVE ,� 70 75 C
CROW 7g
11. CUT SLOPES EQUAL TO OR GREATER THAN 5 IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR _ P.L.
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN
APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN r
ON THE � � -- �� �� �v J
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. ----
� � 1% MIN. a-
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS,
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL.
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED, "' N
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A 2
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. •
C MIN.
� MIN.
F7F
• 81 82 5'
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION
OF PERMANENT DRAINAGE • _. B 4% B
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER 74 89 MIN' A - MIN.
I
AND DAMAGE TO ADJACENT PROPERTIES.
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. ri
__.
16. ALL EXISTING DRAINAGE COURSES ON
THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. I 80 83 1 1 .�
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH 1.5 SHALL BE 4.' 75 • 88
CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES •
SUBMITTED BY A SOILS ENGINEER TO THE C �"`° �` • �
OVER 30' IN VERTICAL HEIGHT.
� � a
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING `, . V • �' '
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED THE ELEVATION (WITH RESPECT TO MEAN °`" •
ROUND SURFACE IS W • ~
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT G ��----;,�. • �•
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 79 84 "
• SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS . ~'
GRADED 87 �� TYPICAL LOT
19. EROSION CONTROL. ALL 76 Q
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND " --
DRAINAGE DETAIL
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 "`" " ■ 01
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R
� *� UNLESS OTHERWISE NOTED ON PLAN
■ SEE PLAN FOR DRIVEWAY GRADE
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR . I
A MINIMUM OF 3 FEET. N 85
7886
21. NO OBSTRUCTION of FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. '77 "' •
BACKWATER •
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF VALVE CHART 5P.L.
4111111
ANY CONSTRUCTION/GRADING.
LOT VALVE LOT VALVE
Li MIN- 5' w
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS YES z FL MIN
82 --'
ENGINEER FROM THE RESPONStBILITY 'FOR THE CORRECTION of ERRORS OR OMISSIONS DISCOVERED 74 YES 3' 2'�E�E J
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY $3 NO
CITY ENGINEER FOR REVIEW AND APPROVAL. 75 NO � '� _
SUBMITTED TO THE C �� : ' MIN.
SU r
84 NO m
7s No m
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. 10
77 NO 85 NO t ,�•A..i �!
MIN. 10
25. W.D.I.D. N0. 933S317203 IN.86 NO PRECISE GRADING M�, 2.1
., 2•X
26. SEE APPROVED WALL AND FENCING PLAN" FOR YARD AND PERIMETER WALLS AND FENCES 78 NO CONSTRUCTION NOTES: *
290 ~� MAk
87 NO MIN. ;
79 NO M 6
EARTHWORK QUANTITIES: 80 NO 88 NO T INSTALL PRIVATE DRAIN THRU CURB, CITY OF TEMECULA STD. 303
20% MAX. 2% MIN.
CUT = 800 CUBIC YARDS (50 C.Y./LOT) 81 YES 89 YES 2Q INSTALL 12" x 12" DRAIN BOX do GRATE (NDS MODEL NOS. 1200 AND 1212 OR APPROVED EQUAL) 20% MAX. PAD ELEV.
FILL = 800 CUBIC YARDS (50 C.Y./LOT) » `.INSTALL PVC (SCHEDULE 40)
2' BENCH REQUIRED IF SLOPE HEIGHT IS 5' OR GREATER
O 4
LEGEND Sfl 25 50 tDp IF SLOPE HEIGHT IS LESS THAN 5' SEE SECTION "D-D"
. � _. � 60' � �- 49 ---� 5s J - SECTION •A-A•
�.- - .- BOUNDARY =50
AC - ASPHALT CONCRETE TRACT BOU rl GRAPHIC SCALE. 1
N.T.S.
BF -- BACKFLOW PREVENTER - RETAINING WALL 2INDEX MAP *
DF - DEEPENED FOOTING (BY SEPARATE PERMIT) ---�I -
FOOTING EMBEDMENT
DW -- DRIVEWAY --- - FLOW LINE- i ,DEPTHS SHALL CONFORM P.L.
54' I TO 97 UBC SEC. 18061
FG FINISHED GRADE
FL - FLOW LINE - SLOPE (2:1 MAX.) - - 61.5 w 5 w
65 � REQUIREMENTS, I.E. 12" z MI N. MIN. z
FS FINISHED SURFACE 90 - LOT NUMBER _ . .. ..,
� � MIN FOR 1 STORY AND �' 7° = J
GB GRADE BREAK
- FLOOR _ �p,1h PAD ELEV. F L _ 18 MIN. FOR 2 STORIES. (3 o
GF GARAGE PLAN 4C HOUSE PLAN TYPE . ■ ■ .� 15' 20' TYP.
HP - HIGH POINT FF=1109.67 - FINISH FLOOR ELEV. -----
10' MIN. Z m 3' �,"° I FL m
INV - INVERT e ■ ■
RB PAD=1 109.0 - PAD ELEVATION EROSION CONTROL BERM 1 P.L. J MIN.
TC TOP 0 F CURB _ PLAN 1 PLAN 2 PLAN � s ( FL 3• z
TF - TOP OF FOOTING -- PUBLIC UTILITY EASEMENT
2891 SF 3668 SF 3962 SF 2 o PAD ELEV.
E THAN MIN. J ��� � MIN. `O �
TG -- TOP OF GRATE INTERNAL SIDS P
ao 2:1 PAD ELEV.
TW - TOP OF WALL HOUSE PLAN LEGEND
SECTION 'D-D• I _ R
NTS 10 2:1
N.T.S. MAX
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING
2% MIN. 6" MIN29: MIN. PAD ELEV.
'F°� Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE B .BASED ON A PORTION MIN. 20% MAX. 20% MAX.
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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: 1- . _ r; FOOTING TO BE
of Southern California CALIFORNIA ROAD To THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN -N EXTRA DEPTH OF
MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 ' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS GREYSTONE LENNAR PAD PAD ELEV. PLANS (TYP) SECTION •B_B•
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
40980 COUNTY CENTER DR., SUITE 110 SECTION �C-C� �% MIN. DIMENSIONED ON
1 -800 OF P.P. (NO.#) 94' N. of THE CENTERLINE OF RANCHO CALIFORNIA ROAD. TEMECULA, CA. 92591 N.T.S. 20% MAX. N.T.S. LD03- 173GR
422-4133 FIBERGLASS WITNESS POST SET 1' W. OF MONUMENT. TEL. (909) 719-1464
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: The Keith Companies PLAN SCALE RECOMMENDED BY: 0& DATE: 7`/� CITY OF T
ESS ( rKCAS NOTED � d3 DEPARTMENT OF PUBLIC WORKS
Contractor Inland Empire Division Drawing No.
'AM s� PROFILE SCALE
`� ►
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53613 O 22690 Cactus Avenue, Suite 300 Umew Vefty, Cil 92553-9024 (909) 653-0234 � ATE: 7 3
SEE ABOVE � � ACCEPTED BY: D PRECISE GRADING PLANS
Inspector
Em- D6/30/07 PI s Pr p red Under Supervision Of RONALD J. PARKS
Date �� d?-v --o3 DRAWN BY: KS DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 3 TRACT N0. 23143- 11
Completed
`�q� clvi� �� Date LOTS 74 - 89
OF CALF R.C.E No. 53 Expires 6-30-G7 DESIGN BY: MM R.C.E No. 19744 Expires 9/30/05 Sheet 1 of 2
CHECKED BY: MWS
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PRECISE GRADING
CONSTRUCTION NOTES:
(D INSTALL PRIVATE DRAIN THRU CURB, CITY OF TEMECULA STD. 303
0 INSTALL 12" x 12" DRAIN BOX & GRATE (NDS MODEL NOS. 1200 AND 1212 OR APPROVED EQUAL) z
C5
D9
INSTALL 4!' PVC (SCHEDULE 40)
U
Z
+1
I
LD03- 173GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE 0-
ICU
to CITY OF T E M E C U LA 9
1 =30' 0%
ESS/ A'p 01"Of Drawing No. qr
I AM TKI= RECOMMENDED BY: DATE: DEPARTMENT OF PUBLIC WORKS ru
Contractor PROFILE SCALE
Inland Empire Division
oel C�
A N
0 1-1
Inspector SEE SHEET 1 53613 226W Cactus Avww, Suite 300 Umm 0011ey G4 92553-9024 (909) 653-0234 L-0 3 co
ACCEPTED BY: DATE: PRECISE GRADING PLANS
Date EV. 06/30/07 ns r ared Under Supervision Of RONALD J. PARKS
PP DEPUTY DIRECTOR OF PUBLIC WORKS
Completed PHASE 3 TRACT NO. 23143- 11 40
Cal V"I A Date 07-69_055 DRAWN BY: KS +1
OF DESIGN BY: MM LOTS 74 89 0
R.C.E No. 5,ql 3 Expires 06-30-07 R.C.E No. 19744 Expires 9/30/05 Sheet 2 of 2 0-
L
0
15
13
4
2 C) TF u
X
CHECKED BY: MWS