HomeMy WebLinkAboutTract Map 30668-1 Lot 14-16 Precise Grading Tract No . 30668 �� i
GRADING NOTES HAS 1 15 215
1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA
BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, ■
AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES rece; ' � Grdingan
GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.
2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A In City of a a--te a � lifornia
MINIMUM OF 2 AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL �
SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR
A MINIMUM OF 3 FEET. a
y
3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 .
4 SRORMDFLOWS,AORLPROBIDE GRADEDTBERMSW ALONGETHEES ETOPNED OF AOLLCONVEY GRADED100-YEAR LEGEND 114R
SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS WA
TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. TOP OF CURB 0000.00
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL TC 3066e-2
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY FLOW LINE
THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL hp
COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. HIGH POINT HP A
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S
PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH FINISHED GRADE FG 2 s
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO FINISHED SURFACE FS 25ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 2 2 2 2 4
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN TOP OF GRATE TG 30668-2 VICINITY MAP
I
ONE FOOT. TOP OF SLOPE TS NOT TO SCALE
8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE 30668- 1
PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 2/17/04. TOP OF FOOTING TF
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN TOP OF WALL TW 1 HIGH POINT
RECOMMENDATIONS
I WNTHATDHECRECOMMENDA�NONSAOFHE GRADING PREL I M I NARY SOEEN NLS I REPORT. EDENTON WAY - PAD ELEV. -0. MIN.
GARAGE FLOOR GF 0000.0 � A
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. PAD ELEVATION PE 0000.0 MUDSILL 6" MIN. z z
THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE r I
FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (909) 694-6411 . FINISHED FLOOR FF 0000.0 IN GARAGE AREAS I
GARAGE FLOOR T
SILL I S 6" M I N
r I
10 AND SEDIMENT COCUT AND FILL NTROLSES HTOLBE PROTEROTTHEESLOPEHFROMOEROSION ANDTION INSTABILITY EROSION WATER SERV ICE -�--�-�W 30668-2 21 14 r `•. T FBOOR SLAOVE B I (p0'I�
DURING THE GRADING PHASE. I VARIES BAR AR ES B � C RI ScSC I
SEWER SERV ICE -----�5 2 O s 5 I R *** On) I
11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, 1 1 8 1 7 GARAGE DI I
WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF DRIVEWAY I PAD PAD I
IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. FF - FF z
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS
WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. SLOPE
12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS I I
LOT NUMBER
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF � � 30668� ) 32 I �E- I
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 12" MIN. ABOVE PAD ELEV. I � - z
00
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. � A o - M o
A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL UNIT TYPE/ELEVATION \JY ^%�' ROUND OFF TOP � X � r
APPROVE PLACEMENT OF FILL. P/L
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES INVERT ELEVATION IE 5 R W
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING
AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING BACKWATER VALVES BW SCALE: 1 " = 50' TYPI
GRADING OPERATIONS. GAL SIDE YARD DRAINAGE
! DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY
WHERE: 18
14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. ENHANCED ELEVATION TYPE- EH ��'� : ',� LOTS INCLUDED � MIN TO GARAGE DOOR AND 10 MIN TO BUILDING.
OTHER PORTIONS OF THE STRUCTURE (PATIOS, PORCHES,
15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS AMOUNT OF EXTRA DEPTH SECTION A-A ENTRACES) MAY BE SETBACK A MIN OF 7' .
( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED FOOTING REQUIRED ** DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL FOR REAR YARD SLOPES GREATER CORNER MEASURED ALONG THE PROPERTY LINE, PERPENDICULAR
SLOPES OVER 30' IN VERTICAL HEIGHT. THAN 5' IN VERTICAL HEIGHT TO THE HOUSE.
16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION EXTRA DEPTH FOOTING �E-- VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED
OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION DROP THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN
(WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO DROP GARAGE O.X' 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES
ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A
GROUND SHALL BE GIVEN. MINIMUM OF FOUR--FOOT SETBACK AREA, FREE OF ARCHITECTURAL
17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE.
OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES
THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES
PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. VARIES *** R VARIES *** " VARIES *** P/L
fi MIN. fi MIN.
18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. 3' MIN. 1 ' 1 ' 3' MIN. 3' MIN. 1 '
NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN. E
19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO FG FG FG
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. -
EXTRA DEPTH °0
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A FOOTING
PUBLIC RIGHT-OF-WAY.
12" MIN. 12" MIN. -PAD ELEV-FG 2: 1 MAX. �
21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT WHERE NECESSARY
AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS CONSTRUCTION NOTES & OUA NTITY ESTIMATE42' 429 42' 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 12" MIN. 6" MIN. �
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL w
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. NO. ITEM QUANTITY UNIT 21X MAX. MIN• 21X MAX. 2% MIN. M
22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE Q LOT GRADING (13 LOTS x 50 C.Y.) 650 CY 1 2 SECTION B-B 21 MAX. SECTION C-C
ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF 2 INSTALL 3" P.V.C. SCHED. 40 1 s0 LF '�' ''� SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES SEE TYP I CAL SIDE YARD DRAINAGE
STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE Q
DETAIL NOTES o
CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE C co o ca
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. Q CONSTRUCT PRIVATE DRA I N THROUGH CURB PER DETAIL ON SHEET 2 12 EA
0INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 12 EA i
BACK of
O5 INSTALL 4" PVC SCHEDULE 40 53 LF PORCH AREA SIDEWALK Q
FS PER a:
PLAN i
2.0% MAX VARIES 00
TYPICAL FOOTPRINT 0.5%
SCALE: 1" = 40' 1 FS PER w
PLAN
Ld
UNDERGROUND SERVICE SOURCE OF TOPOGRAPHY OWNER-1. DEVELOPER 0.5'
ALERT
PLANNING . DESIGN . CONSTRUCTION - - - �- .-_ BASIS OF BEA RING NOTE . SAX
NUMBER OF STEPS 0.5� MIN z
ANALYTICAL PHOTOGRAMMETRIC SURVEYS, INC. GREYSTONE HOMES PER PLAN
CALL TOLL FREE 27555 YNEZ ROAD s�xrE 400 647 N. MAIN STREET, SUITE 1A 40980 COUNTY CENTER DRIVE STE. 110 THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42 51 '35" WEST
1-800-422-4133 TEME XXA,CALFFORMA 925®1-4679 RIVERSIDE, CA. 92501 TEMECULA, CA 92591 ONRAAMAPROFON OF TRACTTHE NO.C29286L INE OF MB 298/S6MARGARITA ROAD AS SHOWN STEP DETAIL 1-11
C E3N S U LT I N C3 909.676. 042 * FAX 909.676.7240 ■ www.RW.com (909) 686-5103
DATE OF PHOTOGRAPHY 8/5/98 (909) 719-1464
Z
TWO WORKING DAYS BEFORE YOU DIG
LD04-074GR
CONSTRUCTION RECORD DATE BY REV I S I ONS DATE ACC'D BENCFIMARK SCALE �Rp FESS 1p� DESIGNED BY DRAWN BY CFIECKED BY S Drawing No. o
M. BOECK R. SCHAUBERT/M. BOECK J. TANNER III RECOMMENDED BY: DATE. CITY Q TEMECULA DEPARTMENT OF PUBLIC WORKS
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �� AIV � y
CONCRETE CURB STAMPED "RIVERSIDE VERS I DE HORIZONTALContractor
" Plans Prepared Under The Supervision Of
COUNTY BENCH MARK T-46-81 RESET 1997" �, ACCEPTED BY: DATE: .� �� D¢ PRECISE GRADING PLAN o
EASTERLY OF THE CENTERL I NE OF SR-79 AT AS NOTED w No.60132 �' T
Inspector THE SOUTHEASTERLY CORNER OF THE.BR I DGE Exp. 6/3%4 'e �� Date: S DEPUTY DIRECTOR RECTOR OF PUBLIC C WORKS TRACT 30868-1 �'
OVER SANTA GERTRUDES CREEK; 4.5 RONALD J J. PARKS
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERT I CAL JOHN D. TANNER III I _-- ¢
sl Cl r 1� PHASE 1
Date Completed eted CONCRETE SIDEWALK. 'fit p��
p ELEVATION = 1097.163' N/A F OF C A�1� R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 ,,, EDENTON WAY - LOTS 14 TO 26 SHEET 1 OF 2 ,
R/W
--Gw 51 59 INSTALL
FL OF PIPE 1/20 0 SIDEWALK REMOVABLE
6
ABOVE GUTTER PLUG
FLOWLINE
INVERT ELEV. A 4* PVC
PER PLAN _j 2%
TR 30658-2
13
PE=1118.548'j34 ...
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TRACT
BOUNDARY 48.76 13.6 INV ELEV PER PLAN-
28.94 A4-2 CURB k GUTTER
AP'.2 REDUCER 4wx4*x4* TEE
R/W 2' 1 .0 FG 3"x4n REDUCER
2. A-5.b
R/W PE=1110.0 13.5 1 .0 1 .0 13,4 30 MIN PVC (SCHEDULE 40)
TS
TS
TS
50.43 A3 AO
9. TW (D FG 13.0
R/W QD 47
7.9 TF 12.9 97 P 4
1 1 12.9 13.5 12.3 12.8 0
TS_--:g . Z�% W_ _1'*� ELEVATION
08.6 TS co TS ZP 13.0 4. to 27
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4.FSz FG 13.6 Lp. TR 30668-1
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fn 09.03 . ..9 40 STEP - 7 G'F'-=:A 1
F_ 11.6 12. 0 STEPS FS- 7 13. 4 1 R/W
12.3 FG 0 11.4 12.5 (D -0:-�0 rn .9 00
FS 11.9 GF-1112. 4 FG 12-M 3B -
R -GB 1Fb I' ' -J. 56 PRIVATE DRAINTHROUGH CURB DIET
0 FG 12.8 'REl .3t�
FF=12.7 cr) PS FG 12
k-GB 7.81 - 1 I ll 8
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12.30 co 6 -4 �-�Vq FBf'
1 .0 LF 11.67
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TR 30668-:2 09.4 Cb 9
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STEP S 4
FG C-_GB 4 12.37 FS 0 C-4 12.0 0 FS LP
1.67 FS- 12.2 FS C*q 13.11.9 I 0 40. 13.6 4 FS �\
ct 0 GF=l 111.8 11 97 FG
FF = 1119 7 FS T
12.77 27
42 9�' C� _V (N I C� 0
(D .1 6.2 jj-'-2'
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40 11.1 PO C"
FS MIN CA'
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FG 0 F - 1112.0 - 0 1 0 11.8 IPE = 1112.3 Z -Z 12.8 _Z iA A-3 14�R
9.2'- P" OPE
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1111.2 ❑ 1 .3 12.3
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1 10 12.5 04 6 9 TS
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TR 30658-1 C)
0-
ENHANCED REAR ENHANCED SIDE BACKWATERLOT NO. ELEVATION ELEVATION VALVE
CONSTRUCTION NOTES
14 YES N/A NOT REQUIRED
15 YES N/A NOT REQUIRED
16 YES N/A NOT REQUIRED INSTALL 3n P.V.C. SCHED. 40 V)
20 0 20 40 60 17 YES N/A REQU I RED
18 YES N/A REQUIRED CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2
19 YES N/A REQUIRED
INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT
20 YES N/A NOT REQU I RED (0
GRAPHIC SCALE W
21 YES N/A NOT REQU I RED
INSTALL 4" PVC SCHEDULE 40
22 YES LEFT-SIDE REQUIRED
23 N N REQUIRED 6V)
24 N/A N/A NOT REQU I RED W
WDERGROUND SERVICE 25 N/A N/A NOT REQU I RED
ALERT PLANP41NO M DESIGN E CONSTRUCTION 26 YES N/A INOT REQUIRED 1
z
5" SLAB PER FOUNDATION PLANS
CALL TOLL FRX ■ ■ ■ 27555 YNEZ ROAD,9LFrE 400
TEMECIA-A,CALF<)MA 92_%1-,0n >
1-800-422-4133 CC3NSULTING 909.676.9042 I, FAX 909.676.7240 a www.RBF.com
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LD04-074GR
TWO WORKING DAYS BEFORE YOU DIG
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK DESIGNED BY DRAWN BY CHECKED BY Drawing No.
SCALE i S S 1,0*
RECOMMENDED BY:,,:::;;� DATE: TDEPARTMENT OF PUBLIC WORKS <
M. BOECK R. SCHAUBERT/M. BOECK J. TANNER I I I L CITY OF EMECULA
�7j
HORIZONTAL A Plans Prepared Under The Supervision Of
Contractor
0
ACCEPTED BY: DATE: T PRECISE GRADING PLAN
LAJ No.60132 r" a
Inspector SEE SHEET 1 20' 04 lExp. 6/30/04 Date: . DEPUTY DIRECTOR OF PUBLIC WORKS TRACT 30668-1
.0 JOHN D. TANNER III RONALD J. PARKS
VERTICAL CIVIV PHASE I <
Date Completed N/A R.C.E. No. 60132 Expires 6-30-04 R.C.E. No. 19744 Expires 9-30-05 EDENTON WAY - LOTS 14 TO 26 SHEET20F 2