HomeMy WebLinkAboutLot 1-13, 46-51, 66-72 Precise Grading PRECISE ISRADIN43 PLJkN
LAS SENDAS LEGEND
BW -- BACK OF SIDEWALK
DF - DEEPENED FOOTING
FL - FLOW LINE
FS - FINISHED SURFACE
FG - FINISHED GRADE
GRADING NOTES: PASEO DEL SOL GB - GRADE BREAK
GF -- GARAGE FLOOR
HP - HIGH POINT
1. ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING CODE, CHAPTER 33, LP - LOW POINT
TC - TOP OF CURB
AS AMENDED BY ORDINANCE 93-04. TRACT NO , 1 TF - TOP OF FOOTING
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE A TG - 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. PHA 1 - 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. 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 COMPACTIONFF=1 109.67 - FINISH FLOOR
REPORT FOR ALL FILLS OVER 1' DEEP. 0 , 6 = 1 & 66m7 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, CotTA CARR
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
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. * SEE PLAN FOR DRIVEWAY-GRADE
4
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 biz_
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND Q 4
i 1% MIN. .r Q �v
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF rf
THE PRELIMINARY SOILS REPORT. 4
WNCr 187-2
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1010. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 �
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. 7d d •1 3.
6 ,, e: � 9� MIN. ,
7� e3 �
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR ; N'' �, •7 5' 1
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN MIN. PLAN 4C 2% MIN.
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN P.L. FF=1109.671
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. ItOSA00 COVE I PAD=1 109.0
b� ?
12. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, a LZ LZI :2
DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL.
X 77
13. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED IT MUST BE CLEAR 7J �' 75 79 3' 1' r� GF=1 109.0
ED, KEYED, .
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A MIN. MIN
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL. z /
10 :,
2% MIN.
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGEPAD 2% MAX.
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER
Ir-
AND DAMAGE TO ADJACENT PROPERTIES. 1 7t W 57
15. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS. 12
•t
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY
70 � x SWALE
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST coi v v
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS. 13 QVP
�` _ '" ""t'7-3 SIDEYARD TYPICAL LOT
17. STABILITY CALCULATIONS WITH A FACTOR OF AT LEAST ONE AND FIVE TENTH 1.5 SHALL BE A LOT DETAIL
SUBMITTED BY A SOILS ENGINEER TO THE CITY ENGINEERING DEPARTMENT FOR CUT AND FILL SLOPES °J N.T.S. DRAINAGE DETAIL
�'
OVER 30' IN VERTICAL HEIGHT. VIIIA CAMro d
N.T.S.
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18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING 67 s3
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN 14 am
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN. 00o
is
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12" ON CENTERS
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND 16 TwRw st "'
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
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R 17 48 4V 37
,�'.' �
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR "'� 41i 47 TO RIVERSIDE
TO CORONA
A MINIMUM OF 3 FEET. y 1S
340
41
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. 'M 42
t 643 r
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45
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF - A rn z PRC R/ T
ANY CON STRUCTION/GRADING. E40 p�I M -9
23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS a;T
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED 21
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY 30 it
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. n 27 r ARD
24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. RPNG VI " r`'
ID-
23
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EARTHWORK QUANTITIES p AURA PROJECT
SITE -
RD. �
CUT = 910 CUBIC YARDS (35 C.Y./LOT) City of Temecula
FILL = 910 CUBIC YARDS (35 C.Y./LOT)
TIMCr 14188-t cr DE PpRTOVp, CAMPANULA WAY
79 00
ATE HIGHWAY
N
TO SAN DIEGO
PRECISE GRADING
INDEX MAP CONSTRUCTION NOTES:
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING SCALE: 1"=140' VICINITY MAP
1 INSTALL PRIVATE DRAIN THRU CURB, CITY OF TEMECULA STD. 30� Q
y ��o 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 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: O INSTALL 12"x12" DRAIN GRATE (NUMBER'S 1230 OR EQUAL) �
of Southern California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN / `n
Call: TOLL FREE
INSTALL e PVC (SCHEDULE 40)
MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 ' E. OFA BOOK 159, PAGES 38 THROUGH fit OF MAPS, RECORDS c-
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 z
422-4133 FIBERGLASS WITNESS POST SET 1 ' W. OF MONUMENT. ALISO VIEJO, CALIFORNIA 92656 LD01 -051
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410 TEL. (949) 465-1655 GR co
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: PLANSCALE `�
The Keith Companies �?
Q\�oV E SS i otiInland Empire Division AS SHOWN CITY OF T 6
Contractor �`� SYPH S F RECOMMENDED BY: DATE:
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S/ o/ DEPARTMENT OF PUBLIC WORKS
22690 Cactus Avenue, Suite 300 Moreno Valley, CA 92553-9024 (909) 653-0234 NA
Inspector � No. 18784 a N
ACCEPTED BY: .� / PRECISE GRADING PLANS -.
SEE ABOVE P / / DATE. ¢
Date Ex 6 30 01 I Prepared Under Supervision Of RONALD J. PARKS TRACT NO. 24187- 1 0
Completed sQ- DEPUTY DIRECTOR OF PUBLIC WORKS
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rF OF CA��F� E. JOS H HAW f DESIGN BY: CG - LD
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19744 9/30/01 LOTS 1 - 13, 46-51 & 66-72 Sheet 1 of 3
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CONSTRUCTION NOTES:
(D INSTALL PRIVATE DRAIN THRU CURB, CITY OF TEMECULA STD. 30�
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422--4133 � I
TWO WORKING DAYS BEFORE YOU DIG L D O 1 -0 61 G R
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies n i es PLAN SCALE
ov E Ss, p w_ CITY OF TEMECULA o
�oP�EPH ON,�� Inland Empire Division 1 30 _ S lDEPARTMENT OF PUBLIC WORKS Drawing No.
Contractor `� S F RECOMMENDED BY: DATE. o
L�� �o ti9 �_ PROFILE SCALE
W m 22690 Cactus Avenue, Suite 300 Moreno VaNey, CA 92553-9024 (909) 653-0234
Inspector � No. 18784 � NA PT Y: DATE: s/ PRECISE GRADING PLANS
Exp. s/3o/o1 ACCEPTED D E.
Date SEE SHEET PI repo Under Supervision Of RONALD J. PARKS TRACT N 0. 24187- 1
Completed s�q� CIVIL ��Q Datefzl �/ DRAWN BY: JR DEPUTY DIRECTOR OF PUBLIC WORKS PHASE 1
F OF CA&�F� E. JOS H S DESIGN BY: CG -- LD T DD��
E. No. 18784 EXPIRATION DATE 6/30/2001 R.C.E No. 9744 Expires 9/30/01 LOIS -- 13 O� 69-72 Sheet 3 of 3
NECKED Y: CG CL