HomeMy WebLinkAboutTract Map 30668-1 Lot 1,5,31 Precise Grading GRADING NOTES
1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA Tract Now 30668 1
BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23,
AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES
GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. BUI DOUT
2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. 15
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DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A
MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL ■ In
SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOReciseGrding a
A MINIMUM OF 3 FEET.
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3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 .4. PROVIDE AS APPLICABLE CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR
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STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED
SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS y
TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. LEGEND
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL 0000.00
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY TOP OF CURB
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THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL /y,
COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. FLOW LIME wY
TR. 29639)
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S HIGH POINT HP LOT ) 5
PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO I
FINISHED GRADE FG
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
GRADE, ELEVATION AND LOCATION OF CUT / ,FILL SLOPES.
7. FINAL COMPACTION REPORT WILL BE REQUIREft- FOR ALL FILLS GREATER THAN FINISHED SURFACE FS
ONE FOOT. I
TOP OF GRATE TG LAKE HOUSE ROAD
8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDAT I ONS OF THE TR 29639-1
PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 2/17/04. TOP OF FOOTING TF
TWO SES OFPUBLICTWORKSTDEPARTMENTOWHICHISSHALLLPOINCLUDELFODUNDATBIONTDESIGN THE
TOP OF WALL TW TR. 2 9 639-2VICINITY MAP
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN ;LOT ) 9 �i NOT TO SCALE
CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. GARAGE FLOOR GF 0000.0
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 4 " '
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. PAD ELEVATION PE 0000.0 N 30668-1
THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE Q I I HIGH POINT
FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 . F I N I SHED FLOOR FF 0000.0 I PAD ELEV. -o. MIN.
W 1 N01 A OA RT ;
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10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION WATER SERVICE t i
AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY I ` + ' 6" MIN.
DURING THE GRADING PHASE. MUDSILL
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SEWER SERVICE O +
- . I 5 IN GARAGE AREAS
11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, - ---
WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF DRIVEWAY ��t ` �-= ` �`` . I GARAGE FLOOR _ SILL IS 6 MIN
IN ACCORDANCE,WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. _ - W , , . _ T ABOVE GARAGE
� I •_ T FLOOR SLAB I AR S�k�k�k � RI I
SLOPES OVER 4 IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS I VARIES $ B C C I
WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. SL- -_ - - S I ,k,k,k * VARIES on)
SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS SA GARAGE D
12. FILL MATERIALS LOT NUMBER 11 I PAD PAD I
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN1A 30668-2 w FF Z FF
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. UNIT TYPE/ELEVATION I K K I
A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL R
APPROVE PLACEMENT OF FILL. I I
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES INVERT ELEVATION IE 30668-2 3 1 12" MIN. ABOVE PAD ELEV. I z Z I
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING I vr-Z oOw) 0004 C-
AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING BACKWATER VALVES
GRADING OPERATIONS. ROUND OFF TOP -7v- BMX
14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. ENHANCED ELEVATION TYPE- EH P/L
30668- 1 5' R W
15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS AMOUNT OF EXTRA DEPTH
( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED FOOTING REQUIRED OO TYPICAL SIDE YARD DRAINAGE
CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL u
SLOPES OVER 30' IN VERTICAL HEIGHT. SCALE: 1" = 50DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY
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16. A REGISTERED CIVIL ENGINEER OR LICENSED LAID SURVEYOR SHALL SUBMIT CERTIFICATION EXTRA DEPTH FOOTING WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING.
OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION DROP LOTS INCLUDED E I N - OTHERENTRAES)TIONSBO SETBACK STRUCTURE O(PATIOS, PORCHES,
HALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO C C A
(WITH RESPECT TO MEAN SEA LEVEL) S DROP GARAGE 0•X DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT FOR REAR YARD SLOPES GREATER CORNER MEASURED PERPENDICULAR TO THE PROPERTY LIQ.
GROUND SHALL BE GIVEN. THAN 5' IN VERTICAL HEIGHT
VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED
17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN
OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES
THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A
PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL
18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE.
NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 6" MIN.
VARIES *** VARIES *** g" MIN. VARIES *** P L
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 3' MIN. 1 ' 1 ' 3' MIN. 3' MIN. 1 '
PUBLIC RIGHT-OF-WAY.
MIJDSILL MIN. MIN. MUDSILL MUDSILL MIN. g" MIN.
21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT FG FG FG o
AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS -
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL EXTRA DEPTH ,o
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. FOOTING o
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22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 12" MIN. 12" MIN. =PAD ELEV-FG 2: 1 MAX.
ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF WHERE NECESSARY
STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE CONSTRUCTION NOTES a QUANTITY ESTIMATE 42' 42' 42' 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 12" MIN. 6" MIN. o
CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE2196 MAX. MIN. 2196 MAX. 2� MIN. 0
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. NO. ITEM QUANTITY UNIT
Q1 LOT GRADING (3 LOTS x 50 C.Y.) 150 CY 1 2 SECTION B-B 21% MAX. SECTION C-C
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2 INSTALL 3" P.V.C. SCHED. 40 42 LF - n 3 SEE TYPICAL I CAL SIDE YARD DRAINAGE I NAGE DETAIL NOTES SEE TYPICAL SIDE YARD DRA I NAGE b
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INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 4 EA
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ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. GREYSTONE HOMES
647 N. MAIN STREET, SUITE 1A THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST �
`�' TSL FREE ■ ■ ■ t7sa� �'�'�'s 40o RIVERSIDE, CA. 92501 40980 COUNTY CENTER DRIVE, STE. 110 ca
FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN �
1-800-422-4133 A'o�F OMA ��� (909) 686-5103 TEMECULA, CA 92591 ON A MAP OF TRACT NO. 29286, MB 298/86-89.
CONSULTING 9ei.e7eeo�- FAX 951.x76.7240 • www.RBF.cam
DATE OF PHOTOGRAPHY 8/5/98 (909) 719-3420 c'
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK p V E S S 1 DES I GN�ED BY DRAWN BY G-E(�CED BY Drawing No. o
SCALE �� ��'�! R. SCHAUBERT M. BOECK R. SCHAUBERT J. TANNER RECOMMENDED BY: DATE: CITY OF TDEPARTMENT of PUBLIC WORKS
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OVER SANTA GERTRUDES CREEK; 4.5 JOHN D. TANNER III -
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CONSULTING OLTMAM- FAx 951.676-7240 - www.FBF.com
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