HomeMy WebLinkAboutTract Map 32437-3 Lot 28-37,43-49 Precise Grading ,GRADING NOTES
1 ALL- GRADING AND RELATED ACTIVITIES SHALL CONFORM TO '"THE 1998 CALIFORNIA N
BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23, 16 215
AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES
GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. omwomw
2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%. PHASE 1 OTS 28 37 AND 3 49
DRAINAGE SWALES SHALL BE A MINIMUM OF' 0.2' DEEP AND BE CONSTRUCTED A
MINIMUM OF 2' AWAY FROM 'THE TOP OF GRADED S1.__OPES. FINISH GRADE SHALL_
SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT L-ESS THAN 1/4" PER FOOT FOR
A MINIMUM OF 3 FEET. Prec "ise Grad "ing Ian
_r) 4p
3. MAX I MUM COT AND F1 LA.... SLOPES SHALL BE 2: 1 .
4. PROVIDE, AS APPL_ICABL_.E, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100---YEAR
n i y o Temecula State of Cal 'l'f ornia
STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF" ALL- GRADED
j-
SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS
TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES.
TRACT 32437-2
5 ALL GRADING SHALL.. BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL_
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHAI-L CERT I FY
-THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL
0
COMPACTION REPORT' FOR ALL FILLS OVER 1 ' DEEP.
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T,............
V I
T -TO THE CITY OF TEMEC
41
6 . A REGISTERED CIVIL ENGINEER SHALL SUBMI ULA'S 42 40 39 38 M"
No
PUBL.,IC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
SHEET &
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PL-AN PRIOR TO
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I SS()ANCE OF THE BU I LD I NG PERM I T CERTIFICATION SHALL BE TO LINE,
L
GRADE, ELEVATION AND LOCATION OF CUT FILL SLOPES. A, Z,
--,-WENHAM WAY—-
7. FINAL COMPACTION REPORT WILL, BE REQUIRED FOR ALL FILLS GREATER THAN
_OOT .ONE F ..................................
/111
VICINITY MAP
_H RECOMMENDATIONS OF THE
x,
8� ALL GRADING SHALL BE DONE IN CONFORMANCE WIT
X0
12
PRELIMINARY SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED 2/17/04.
NOT TO SCALE
T1
TWO SETS OF '-THE FINAL COMPACTION REPORT' SHALL BE SUBMITTED 1-0 dE TRACT 32437-1
PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
/Z,
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN
Lip-
HIGH POINT
Zx
PAD ELEV. -0. MIN.
N
CONFORMANCE" WITH THE RECOMMENDATIONS OF THE PREL-IMINARY SOILS REPORT.
A
9 , '"THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT [-,.EAST 48
'411� 11
z
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION.
X4/
6" MIN.
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THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE
MUDS11...L
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FOR EACV _,OT PUBLIC WORKS DEPARTMENT PHONE: (951 ) 694 A
ZL4; a RAGE AREAS
TRAC"T 32437-2
I N GA
41
GARAGE FLOOR
w. CUT AND FILL SLOPES SHALL. BE PROTECTED WITH A COMBINATION OF EROSION S I LL IS 6 MIN 10,Typ� 0 Tv,
FLOOR SLAB
ABOVE GARAGE
AND SEDIMENT CONTROL-S TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY 711,7771,
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LEGEND (EXCEPT
DURING THE GRADING PHASE. YARTES ARI:�s B C V RIESC
................... ............... V '
B
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07
,x W, VAR I ES
0000.00
T BE LIMITED TO, INSTALLING, MER N00)
11 . POS -GRADING ACTIVITIES SHA1_L INCLUDE, BUT NOI TOP OF" CURB Y DRIVE N0111))
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TC
GARAGE DETAIL
WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF
0610? PAD PAD
0 on=Now
-0 THE APPROVAL OF FINAL.- INSPECTION. FLOW L I NE
IN ACCORDANCE WITH CITY CODES PRIOR I
FF FF
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS
z z
z
TH BACKFLOW PREVENTION DEVICES PER THE U.P.C. W�
/7;/ tO
WI 20 21 22 23 24 25 26 27
HIGH POINT - HP
12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS
FINISHED GRADE - FG
BEEN CLEARED OF' WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL- I F .....................
z �z
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACE, THE TERRAIN
12 MIN. ABOVE PAD ELEV. z
MUST BE CL-EARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL.- FOR FULL SUPPORT. FINISHED SURFACE FS x 1�6/= 00
00"
/Eag/�
A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL 14 13 k, C w 10,z
18 7 16 15 1 0 10,Z
ROUND OFF TOP
M
APPROVE PL-ACEMENT OF FILL . TOP OF GRATE TG WX 19 12
/z"
z P/L
13� 'TEMPORARY DRAINAGE SHAL.L. BE PROVIDED UN-rii..._ PERMANENT DRAINAGE STRUCTURES
_OOTING TF 5p RZW
TOP OF F
ADJOINING
ARE INSTALLED. PROTECTIVE MEASURES SHALL. BE IMPLEMENTED TO PROTECI
AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING
GRADING OPERATIONS. TOP OF WALL TW
TYPICAL SIDE YARD DRAINAGE
'14-1 DUST SHALL BE CONTROLLED 13Y METHODS APPROVED BY 'THE CITY ENGINEER.
TOP OF SL_OPE----------- TS DISTANCE MEASURED PERPENDICULAR TO RIGHT OF' WAY
'15. STABILITY CALCU[_,AT IONS WITH A FACTOR--OF-SAFETY OF AT LEAST ONE AND FIVE TENLIHS TRA CT 321.37-1_ ___ WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN 1-0 BUILDING.
7 8 9 10 11 OTHER PORTIONS OF THE STRUCTURE (PATIOS, PORCHES,
( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED GARAGE FLOOR OF 0000.0 P .
CIVIL ENGINEER, SOIL_ ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL is SECTION A-A ENTRACES) MAY BE SETBACK A M I N OF 7
4 DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
SLOPES OVER 30' IN VERTICAL HEIGHT. PAD ELEVAT ION PE 0000.0 2 3 LIN FOR REAR YARD SLOPES GREATER
woo THAN 5' IN VERTICALHEIGHT CORNER MEASURED ALONG THE PROPERTY LINE.
16. A REGISTERED CIVIL. ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED
OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION FINISHED FF 0000.0 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 woo 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES
ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT WATER SERVICE IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A
GROUND SHALL_ BE GIVEN. MINIMUM OF FOUR--FOOT SE FBACK AREA, FREE OF ARCHITECTURAL
17� EROSION AND SEDIMENT CONTROL-' "THE PERMITTEE SHALL. ABIDE BY ALL OF THE REQUIREMENTS SEWER SERV I CE ENCROACHMENTS SHALL BE MAINTAINED ON AT LEASI 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 DR I VEWAY
PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE , pp VARIES VARIES V P/L
'18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. SLOPE 6 MIN. V 6" MIN. 1
NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHAL-L BE PERMITTED. 3' M I N-.-IW 1 3' M I N.- -03' M I N._X�
19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE F"IEI--,D PRIOR TO LOT NUMBER MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN.
F
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. '100 0 100 200 300 FG F'G FG
A
20, THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A UNIT TYPE/ELEVATION EXTRA DEPTH
PUBLIC RIGHT,----OF-WAY. R
GRAPHIC SCALE FOOTING
=PAD ELEV-F1G A E
21 � APPROVAI_ OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE -THE APPLICANT INVERT ELEVATION IE INDEX MAP 12 MIN. 12" MIN. 2: 1 MAX.
AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS WHERE NECESSARY
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHAL-1- 6 MIN.
BACKWATER VALVES SCALE' 1 100, 2% MIN. 2.- 1 MAX. 6 TYP.__ 2% MIN. 12" MIN.
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL.
21% MAX. MIN. 21% MAX. 2% MIN.
22. "THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMP[ Y OR PROVIDE AMOUNT OF' EXTRA DEPTH
LOTS INCLUDED 2 1% MAX.
-ATING THE PROVISIONS OF FOOT I NG REQU I RED SECTION C-C
AND CLEARANCES FROM STATE OR FEDERAL. AGENCIES REGUI. SECTION B-B
STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES SEE TYPICAL SIDE YARD DRAINAGE
CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE Z
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE [DISTURBANCES OR GRADING. EXTRA DEPTH FOOTING DETAIL NOTES
DROP
DROP GARAGE O.X, EROSION CONTROL
ASSESSORS PARCEL NUMBERN TO BE IN COMPLIANCE WITH THE ROUGH
PORTIONS OF 916-410--005; 916-410--004; 916-410-0013 GRADING PLAN FOR TRACT 32437
PER L.-D04---295GR 55'
55'
55'
LEGAL DESCRIPTION
3
L-OTS 40,41 , 42; -TR-32437 -3, M.B. 593/PAGES 29-34 BASIS OF BEARING NOTE CONSTRUCTION NOTES & QUANTITY ESTIMATE nL__rq L-,r -
2
OF MAPS RECORDED IN RIVERSIDE COUNTY, CA. W
THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42"51 '35" EST NO. ITEM QUANT I TY UNIT 0
FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN LOT GRADING (17LOTS x 50 C.Y. ) 850 CY 0 1 0-
ON A MAP OF "TRACT NO. 29286, MB 298/86--89,
1NST`AL1_ 3" P.V.C. SCHED. 40 204 LF
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.................................I.............. ........... ................-............. .............................................................. ............................ .......................................... 0-
PL-ANNING 8 DESIGN 0 CONSTRUo"riON OWNER / DEVELOPER 04 CONS"TRUCTPRIVATE DRAIN THROUGH CURB PER DET-AILON SHEET2 17 EA
.................... -------------..................----------------- -------- ...........
LENNAR HOMFS 0) INSTALL 6" GRATEPER N.D.S. NO. 40 OR EQUIVALENT 17 EA
391 N. MA I N S F. , SO I TE 300 17 EA TYPICAL INT
40810 COUNTY CENTER DRIVE
0 a a 0�4 DRIVE APPROACH <
TEMECULA,CALIFORNIA 92591-4679 CORONA, CA 92880 ------ SCALE: 1" 40$
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AM '04 (951 ) 817-3500 L 06-,030GR z
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CONSTRUCTION RECORD DATE BY REVISIONS DATE ACCD BENCH MARK DESIGNED BY DRAWN BY CHECKED BY SHEET NO,
............... Ale 0
S s 10* //I� DEPARTMENT OF Pt
SCALE JV RECOMMENDED BY- )OLIC WORKS
CITY OF TEMECULA
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN ............................................................................................................... EH EH MD
TAA1
......................... ...........
7T
CONCRETE CURB STAMPED "RIVERSIDE HOR I ZONTAL 8� PLANS PREPARED UNDER THE SUPERVISION OF
CONTRACTOR-______ ................................
COUNTY BENCH MARK T-46-81 RESET 1997"
......... -------............. -THE CENTERLINE OF SR-79 AT AS NOTED `v N0.60132 ACCEPTED BY: DATE: 0
EASTERLY OF PRECISE GRADINa'
Ln
INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE "p RONALD J. PARKS
.........----—__--- ------ JOHN TANNEr
-32437���
OVER SANTA GERTRUDES CREEK; 4.5' 06/30/06 DEPUTY DIRECTOR OF PUBLIC WORKS TR
b TS
---------- ........ ....... NORTHERL.-Y OF THE SOUTHERLY SIDE OF THE VERTI CAL PHASE I LO <
eiviv 's,11, 7�
C)
Tract No 32437 3
L 4
p
C '
F 42
DATE COMPLETED CONCRETE SIDEWALK. R.C.E. NO. 60132 --..--EXP I RES: 06/30/06 R.C E. NO. 19744 __EXP I RES: 09-30--07 TITLE HE -T 0-
ELEVATION 1097. 163' N/A OF Ck s OF HEETS
...........
CONSTRUCTION NOTES
02 INSTALL 3" P.V.C. SCHED. 40 5� 5 R/W
FL OF PIPE 1/2" SIDEWALK REMOVABLE
CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET 1 1/2" MIN. COVER--l-I ABOVE GUTTER 6 PLUG
F LOWL I NE
INVERT ELEV. 4" PVC
INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT A
_il7_,__, "T -0,7""'
PER PLAN
-.*2%
4) DRIVE APPROACH
3
L
4
gl$ K
6-
A
20 0 20 40 60 SECTION A-A
INVELEV PER PLAN-
GRAPHIC SCAL-E CURB & GUTTER- 3"x4" REDUCER_ 4"x4"x4`FEE-
PRIVATE DRAIN THROUGH CURB DETAIL. 3" MIN PVC (SCHEDUI-E 40)
ELEVATION
------ EMERY DRIVE TRACT BOUNDARY
7, 777-77777
F,1
10
F
0.93%
.................
.......... T
0.68%
2.0%
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L=70.23' L s F FISEF6.56' .4,3 �Q
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TE imlo�' - I u 4 �i F 15 69-90'
5 4. fj_lt
FQ 5.5 FS
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10A STEP 9,1 1? 5.6 4 - A' [F(3 5.
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GF 1112.3 0.5121 0 5,8
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lc\ 6.5 IPE = 1105 8
_ak FG c \6.5
2D 12.0 z A 4 3=0 (o 6 , _ xc
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9 10.8 < 17 FG R \_ / z 11, J
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FF 1111 [FF = 11 FF 10A
FF 1112 FF 111 01A IPE = 1101.21
12�3' = 1108.1 6.5
10.8 9.4 PE =0 /.2 PE 1106
5 10.8 1109.4 8,1 7�2 .
olq 1 6 FO 5.6
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/Ts TS TS TS TS _1� TS TFG-1 FG L= 76.02' 04.8j �
t [_=75.24'
It =70.23' L=70-24 L= 70,23' L= 65.56' =4.6-7' 0 TS
JU L L
- J = - p 6 47'
*00 2 : 1 77.48' 1 2 1 L=72.48' 1 2 : 1 A2 1 L=72.4 L='72.48' L= 56 58' AL=15 90 \0 L= 6 05. 4.6
5,8 04.8
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PLANNINQ IV DESIGN 0 CONs-rRUCTION z
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40810 COUNTY CE9TER DRIVE
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TEMEOJLA,CALIFORNIA 92,591-4679
CONSULTIN(3 951,676,8042 a FAX 951,6767240 www.RBF.com
LDOO-030GR z
T NO.
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY SHEE 0
SCALE S S 1041 RECOMMENDED BY- DATE: DEPARTMENT OF PUBLIC WORKS 0
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN T A EH EH MD CITY OF TEMECULA
.......................... -------
CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF
............ 10A - I
COUNTY BENCH MARK T-46-81 RESET 1997" ACCEPTED BY, DATE: (76 11
PRECISE GRADING PLAN
EASTERLY OF THE CENTERLINE OF SR--79 AT
AS NOTED No.601,32
THE SOUTHEASTERLY CORNER OF' THE BRIDGE DATE: RONALD J. PARKS 2
I NSPECTOR 4 / 1 TR-32437-3
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0
OVER SANTA GERTRUDES CREEK; 4.5$ -----------................. Exp. 06/30/06 .........___' ------------------- DEPUTY DIRECTOR OF PUBLIC WORKS 0
JOHN TANNEW
........ NORTHERLY OF THE SOUTHERLY SIDE OF THE VERT I CAL. PHASE I LOTS 28-37 & 43-49
------ CIV
DATE COMPL_EJED CONCRETE SIDEWALK, 60132 06/30/06
-----_--- R.C.E. NO.------ ---------EXPIRES: R.C.E. NO.-.-- 19744 EXPIRES- 09-30-07
ELEVATION - 1097. 163 N/A OF OF3SHEETS
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(D INSTALL 3" P.V.C. SCHED, 40
0 CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET
INSTALL ALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 6
14 DRIVE APPROACH
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DESIGNED BY DRAWN BY CNE CKED BY � � SHEET NO.
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK lv:i FE.S S 10*SCALE _.__ _.__..,, _ „_ - _......... _ EH M R (� MM _N{ C Ya .DATA' OF TEMECULA
Ltd <
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN _ .m-.«. _ M._... m ��
« CONCRETE CURD STAMPED "RIVERSIDE HORIZONTAL, �+ PLANS PREPARED UNDER THE SUPERVISION OF
CONTRACTOR �-- PP
..�.�._.___�..��.__ __._._____,_,..._._,_._____�,_______.�«__,_«._«._w.«__,�.,_,,.,._._««.,«_„_..__,._____.__«_«_�.^ ._._,«._.-. COUNTY BENCH MARK -T-40-- 1 RESET 1997 ,, w+ r"0.gF
ACC E T D BY': .___ __ _________.�_.._«_,__,__ A�«F_o . M _ � � 0
EASTERLY OF THE CENTER.._IN OF SR-79 AT@m �. _ � q^ ...
AS NO-FED p60132ax m
RONALD J a PARKS
THE SOUT6IEASTERR_Y CORNER OF THE FRIDGE _ m - _DATA, _ r
_ , - M
_ JOHN TANNER DEPUTY D I REC I CSR C)( PUBLIC C WC)RK>
.. _ ..___�«_m,m,________.�. __.«__.._ ____,.._.._,««.___ OVER SANTA GETS TRUDES CREEK, 4.5' _,_,�«m_«_.______w__. __,_,_,_,_�_,_,.�._..- � �
PHASE I LOTS 35-37
..._ ..._. . _,_,,._« «_ NORTHERLY OF THE SOUTHERLY SIDE OF THE .. .-VERT I CAE C
DAF C�( M G T .C: ..- -.. - .w... CONCRETE SIDEWALK. 11 601 X32 06/30/06�/06 9 _ �� I ,.:.°
�..____......_ ___ � ._..____ __.._.�_m_.._ R. x�, NO.x .__.«�_,. ,_ ....�,.. ,.�.. : P T R :;�: _�_. _...� R.C�x�. NO.. ._.. 1.�I44 mm EXP I RES- _ C� �-3C�--C�7 _ gip, � �.
ELEVATION = 1091. 163' N/A �" _._____,_ OF SHEE TS �#