HomeMy WebLinkAboutLot 48-51 - Precise Grading CD
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LEGEND
PRECISE 43RADIN43 PLAN
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BW - BACK OF SIDEWALK
DF - DEEPENED FOOTING
FL - FLOW LINE
Sor4BFtOSA FS - FINISHED SURFACE
FG -- FINISHED GRADE
GB -- GRADE BREAK
GF - GARAGE FLOOR
HP - HIGH POINT
LP - LOW POINT
TC - TOP OF CURB
PASE0 DEL SOL TF - TOP OF FOOTING
TG -- TOP OF GRATE
TW - TOP OF WALL
GRADING NOTES: T
- TRACT BOUNDARY"C NON
- RETAINING WALL (BY SEPARATE PERMIT)
1, ALL GRADING SHALL CONFORM TO THE LATEST PROVISION OF THE UNIFORM BUILDING CODE, CHAPTER 33, 90 - LOT NUMBER
AS AMENDED BY ORDINANCE 93-04. PLAN 4C - HOUSE PLAN TYPE
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE 1%. DRAINAGE SWALES SHALL BE AMOD IT 10T FF=1 109.67 - FINISH FLOOR
MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM THE TOP OF CUT OR FILL SLOPES. PAD=1 109.0 - PAD ELEVATION
3. MAXIMUM CUT AND FILL SLOPES = 2:1 .
4. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL SLOPES OVER 5' HIGH.
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 UNLESS OTHERWISE NOTED ON PLAN
REPORT FOR ALL FILLS OVER 1' DEEP.
_ SEE PLAN FOR DRIVEWAY GRADE
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,
ELEVATION AND LOCATION OF CUT FILL SLOPES.
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1% MIN. Q
7. PROVIDE BROW DITCH DESIGNED TO HANDLE 100 YR. Q FLOWS, ALONG TOP OF CUT SLOPES.
8. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ONE FOOT. C14 5j
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY SOILS
I
INVESTIGATION BY CONVERSE CONSULTANTSPROJECT NO 96-81-420-01) DATED 4-26-96 AND ALL ��
ADDENDA THERETO. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE CITY I 9O MIN.
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ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND P� 5 PLAN 4C 2% MIN.
P
CERTIFICATIONS THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF _ MIN. M
THE PRELIMINARY SOILS REPORT. P.L. I FF=1109.67
- 4 PAD=1 109.0 tz
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION.
10. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEERING DEPARTMENT, TEL. (909)694-6411 AT LEAST 24 GN
THIS INSPECTION �I
MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT. EJz
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3' 1' GF=1 109.0
11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL SLOPES EQUAL TO OR MIN. MIN.
GREATER THAN 5' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER AS SHOWN
ON THE APPROVED LANDSCAPE PLAN TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY IN
ACCORDANCE WITH CITY DEVELOPMENT CODE, SECTION 17.06 PRIOR TO THE APPROVAL OF FINAL INSPECTION. 21 MIN.
PAD 21%, MAX.
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, 9 _
AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. PREPARATION SHALL BE APPROVED BY A �` SWALE
REGISTERED SOILS ENGINEER PRIOR TO PLACEMENT OF FILL MATERIAL.
14. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE TYPICAL LOT"
STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO PREVENT PONDING WATER SIDEYARD LOT DETAIL
AND DAMAGE TO ADJACENT PROPERTIES. O N.T.S. DRAINAGE DETAIL
15. DUST SHALL BE CONTROLLED BY WATERING 0R OTHER APPROVED METHODS. N.T.S.
_
16. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY C3
DURING STORM CONDITIONS. PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST
BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING OPERATIONS.
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 �I
OVER 30' IN VERTICAL HEIGHT.
` DE
18. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF BUILDING
PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH RESPECT TO MEAN
SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS G�
REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
19. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICE PLANT AT 12 ON CENTERS o
OR ANOTHER APPROVED GROUND COVER. SLOPES OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND `' `rA
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 4�
IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C., CHAPTER 10.R
20. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4- PER FOOT FOR - 03E pN
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A MINIMUM OF 3 FEET. �p�
SITE wA�
21. NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
GPMP PN T�' A M
22. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF c 1AN
ANY CONSTRUCTION/GRADING. oR\`IE 4161 pR��� �^ o �+
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23. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT AND HIS I �o � z n Q Ngo ��
ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS DISCOVERED �� z bj a ¢ o a q RpvP
DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY Q a wSA U I
SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. INDEX MAP o � o wP� e\ANp �R"� �w� cc
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24. RETAINING WALLS SHALL BE PERMITTED SEPARATELY BY THE BUILDING AND SAFETY DEPARTMENT. SCALE: 1 "=100' -o 1 o 0'\
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PVER� CD
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VICINITY
VICINITY MAP .-0
BENCH MARK COUNTY OF RIVERSIDE B.M. T-29-81 BASIS OF BEARING •
& r 0N.T.S. CD�
FORE EM oG Underground 2 1/2" BRASS DISC IN CONC. CYLINDER LOCATED FROM THE INTERSECTION THE BEARINGS SHOWN HEREON ARE BASED ON A PORTION
Q 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 California CALIFORNIA ROAD TO THE INTERSECTION OF RANCHO CALIFORNIA ROAD AND SHOWN ON PARCEL MAP NUMBER 23432 RECORDED IN
MARGARITA ROAD, IN THE N.W. CORNER OF THE INTERSECTION 1 ' E. OF A BOOK 159, PAGES 38 THROUGH 61 OF MAPS, RECORDS
7 CHAIN LINK FENCE, 21x 16 AROUND SO. CALIF. GAS VALVES, 40 N. OF RIVERSIDE COUNTY, CALIFORNIA, BEING N 2256
Call: TOLL FREE 23>►W CONTINENTAL HOMES
1 -800 OF P.P. (N0.#) 94' N. OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. 12636 High Bluff Drive Suite 300 LDOO-091 GR
422-4133 FIBERGLASS WITNESS POST SET 1 ' W. OF MONUMENT. San Diego, CA 92130
TWO WORKING DAYS BEFORE YOU DIG ADJ. DATE 9/13/82 ELEV. 1128.410
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: The Keith Companies PLAN SCALE CITY Q TEMECULA D
11 jg�QRQFESS/ "yl Inland Empire Division AS SHOWN '+ Drawing No. `�
civil �l RECOMMENDED BY: DATE. DEPARTMENT OF PUBLIC WORKS
Contractor PROFILE SCALE
w George A. Lentestey ' 22690 Cactus genua, Sure 300 Ab of Vlok, 04 92553-9024 (909) 653--0234 NAm
Inspector No. 45920 ACCEPTED BY: DATE: sz S ,� PRECISE GRADING PLANS
Date SEE A13OVE Exp 12-31-02 Plans Prepared Under Supervision Pf , RONALD J. PARKS TRACT N O. 24182--4
Completed J'� �Q / DRAWN BY: LD DEPUTY DIRECTOR OF PUBLIC WORKS
9 \F G EST Y Date DESIGN BY: CG - LD MODEL SITE
CAl R. . . N0459211' EXPIRATION DATE 12/31/2002 19744 9/30/01 LOTS 48 TH R U 51 Sheet 1 of 2 0
NECKED Y: C R.C.E No. Expires
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P 0 F(=1089.97 0 PAD=1089.8 -242.25'
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0 P 0.5' PAD=1088.1 1 24.0' 18.0
+ 5.00 5.30 - 0.4' 1 FF=1090.47
CA FF=1 o88.17 F_ C�11 DF 5.0' 0
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PAD=1089.8
PAD=1 087.�_'
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ULTIMATE BUILDOUT FORc. " :1 ----j GF=1088.3 2.9v
GF=1087.6 GF=108,,
PARKING LOT 51 El ❑ 00 1
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NOTE: L-45 L=49-81 ' L=4 81 /=49.81 Ci
4 L L=49.8
LOT 51 MUST BE RE-GRADED, COMPACTED <0
AND RE-CERTIFIED PRIOR TO ISSUANCE OF 0
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A BUILDING PERMIT. FG 1_9
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NOTE: ........... 15+00
SEE LANDSCAPE PLANS FOR PLANTING �+Oo 14+00 GUEVARA DRIVE 16+00
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AND DETAILS.
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PRECISE GRADING ....... L=50.94'
CONSTRUCTION NOTES: Lz=101 .16 -.& L=50.94' L=50. 4' L 5 0
OD
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INSTALL 1" x 4" REDWOOD HEADER 5'
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I GF=1088.371 --1 f)QQ n-7 5
INSTALL 3" A.C. PAVING OVER NATIVESOIL I A (-,F=1 nRQ a-A
INSTALL 4" WHITE STRIPINGrt
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INSTALL CONCRETE CURB STOPS CC)
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GRAPHIC SCALE
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FORE IN FEET
Underground C.)
Service Alert 20 0 10 20 40 so
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of Southern California
Call: TOLL FREE
1 -800 1 20
422-4133
TWO WORKING DAYS BEFORE YOU DIG LDOO-091GR cn
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SEAL: PLAN SCALE c');
The Keith Companies
CITY aF TEMECULA _D
Contractor Inland Empire Division 1 =20' DEPARTMENT OF PUBLIC WORKS Drawing No.
civil RECOMMENDED BY�,<,-wl DATE: _44000
PROFILE SCALE
Inspector George A. benfestey 22690 Cactus Awmm, Suite 300 Moreno Vaby, CA 92553-9024 (W9) 653-0234 NA
Date SEE SHEET 1 No. 45920 ACCEPTED BY: DATE: PRECISE GRADING PLANS LC)
Exp.12-31-02 ns Prepared Under Supervision Of RONALD J. PARKS C-)
Completed J�;� DEPUTY DIRECTOR OF PUBLIC WORKS TRACT NO. 24182-4
OF C P � Date DRAWN BY: LD MODEL SITE
CytO 3E A. \4-_E�E DESIGN BY: CG - LD
C...E... No. 45920 EXPIRATION DATE 12/31/2002 CHECKED BY: CG R.C.E No. 19744 Expires 9/30/01 LOTS 48 THRU 51 Sheet 2 of 2
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