HomeMy WebLinkAboutTract Map 32436-1 Lot 21-24 Precise Grading QRADNG NOTES Sc9�F 216
1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION Nos
.6AND SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE STATEo
WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION
ACTIVITIES. EROSION CONTROL NOTES CAN BE FOUND ON RG PLANS LD05-31GR.
2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP MODELS E AND BE C ONSTRUCTED A
LOTS 2
MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL 16 d -
SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR
A MINIMUM OF 3 FEET. Precise3. MAXIMUM CUT Grading
AND FILL SLOPES SHALL BE 2 1 .
4. PROVIDE, AS APPLICABLE , CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR 150
100 50 0 �
STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED In
50
SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS City Of Temecula , StateTO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. California
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL GRAPHIC SCALE a
ENGINEER , SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY \
THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL
COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. ,
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S VICINITY MAP
PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TOTR
�, _
NOT TO SCALE
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE,
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 3 r� l 3 � - 1
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ' - I- - I ' J - ' L - LEGEND
ONE FOOT. D
8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE GEOTECHNICAL BRANDON LANE 0000.00
PLAN REVIEW FOR TRACT 32436 AND 32437 BY LEIGHTON AND ASSOCIATES DATED MARCH 22, 2005. - - - - - - -
___�- 1 TOP OF CURB TC
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS R/ w FLOW LINE
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION FL
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY
SOILS REPORT. 43
HIGH POINT HP
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 /� FINISHED GRADE FG
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. I `T ^ ,
THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE � � I I� 1 I ` FINISHED SURFACE
FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: (951 ) 694-6411 . i i�, � �, � 25 32 3 3 _ CE FS
10, CUT AND FILL SLOPES SHALL BE PROTECTED WITHII I I
A COMBINATION OF EROSION TOP OF GRATE TGI
I i
AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY TOP OF FOOTING TF
DURING THE GRADING PHASE. r
11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, TOP OF WALL TIN
WHERE APPLICABLE , GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF Z I I I C 44
N
IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. I 1 4 1CLARION TOP OF SLOPE TS
N VERTICA •J
L HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS Q I , Q� I,
WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. ..� I Q 2 6 3 1 3 4 C �"-�_ T GARAGE FLOOR
u R GF 0000.0
12. FILL MATERIALS SHALL NOT BE PLACED ON EXIST I O
ING GROUND UNTIL THE GROUND HAS I � , V
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF �" PAD ELEVATION PE 0000.0
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN J Z I 45
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. Ix L I FINISHED FLOOR FF 0000.0
A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL _U Q
APPROVE PLACEMENT OF FILL. W
I
URES ' 19 20 I I � WATER SERVICE Fu
-u
ARE TEMPOINSTALLEDDINAPROTECTIVE GE SHALL EMEASURES DSHALL LBEERIMPLEMEMANENT NTED ITOGPROTECT TADJOINING Q I 2 3 0 3 5 4 0
SEWER SERVICE �S
AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING
GRADING OPERATIONS.
TR
r
321,413r6) r DRIVEWAY
14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. 46
V
15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS SLOPE
O 3 6
( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED ''3 J 3 g LOT NUMBER
CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL
SLOPES OVER 30' IN VERTICAL HEIGHT. 17
28 2 � A
16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION Q UNIT TYPE/ELEVATION
OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION �+ 4 R
(WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO
ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT 3 INVERT ELEVATION IE
GROUND SHALL BE GIVEN. I 3 3
17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS 1 6 �+ , BACKWATER VALVES BW
OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE 1 5
NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE AMOUNT OF EXTRA DEPTH
NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. ''--�-_ FOOTING REQUIRED
18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. LOCK HAVEN CO -
NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. COURT EXTRA DEPTH FOOTING
19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO _
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 12 RETAINING WALL
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 14 13 9 DROP
PUBLIC RIGHT-OF-WAY. 5 4 1 O. X'
DROP GARAGE
21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT I
AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS PERIMETER FENCE E
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL, J 1 1 N
ADA PATH OF TRAVEL - - o
22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE
ANY CLEARANCES-FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF
10 FIRE HYDRANT
STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE 6 3 2
M
CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE 00
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. STOP SIGN
N
W I
� I
Z
ASSESSORS PARCEL NUMBER: Y/VE CONSTRUCTION NOTES & QUANTITY ESTIMATEof i
Z
PORTIONS OF 916-410-005, 006 , 007 _ " •� NO. ITEM Uj
QUANTITY UNIT
R/W CD
3
O1 LOT GRADING (4 LOTS x 50 C.Y. ) 200 CY
0
LEGAL DESCRIPTION _~ O INSTALL 4" P.V.C. SCHED. 40 73 SF
BASIS O F BEARING NOTE O INSTALL 3" P.V.C. SCHED. 40 67 LF j
BEING PORTIONS OF LOTS 25 AND 32 AS SHOWN ON A MAP OF N
TRACT N0. 32436-1 FILED IN BOOK 393, PAGES 42 THROUGH 46 IN D E X MAP O INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 4 LF w
OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42'51 '35" WEST o
FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN 5O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER C.O.T. STD N0. 303 2 EA j
ON A MAP OF TRACT NO. 29286, MB 298/86-89. SCALE: 1 " = 50'
LOTS INCLUDED PA06-0185 LD06-101GR
PLANNING DESIGN ■ CONSTRUCTION SOURCE OF TOPOGRAPHY OWNER / DEVELOPER
wRMO nw GAMTY Z
INLAND AERIAL LENNAR COMMUNITIES
REV
71 17 ARLINGTON AVE. , STE. A REVIEWED FOR COMPLIANCE WITH TITLE 24 a
■ ■ ■
40M COUNTY DAVE of
RIVERSIDE, CA. 92503 391 N. MAIN ST. , SUITE 301 DISABLED ACCESS REQUIREMENTS ONLY
i
TEMECULA,CALIFORrNA 92991-4679
CONSULTING 951.676.8042 • FAX 951.676.7240 • wwwRW.com (951 ) 687-4252 CORONA, CA 92880
DATE OF PHOTOGRAPHY 08/20/04 (951 ) 817-3600 APPROVED BY: rAds. 715-1.0d 0
NAM DATE Q
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK DESIGNED BY DRAWN BY CHECKED BY i
SCALE j�,OfESSjo,I'! RB RB MD RECOMMENDED BY: DATE: 9�4 DEPARTMENT OF PUBLIC WORKS SHEET N0. a
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN O 1j CIT Y O F T E M E C U L A
CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL � �, ��, PLANS_PREPARED UNDER THE SUPERVISION OF M,
COUNTY BENCH MARK T-46-81 RESET 1997"
EASTERLY OF THE CENTERLINE OF SR-79 AT AS NOTED g`; r I:; ACCEPTED BY: 4x� DATE: T PRECISE GRADING PLAN �
INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE ■� �'a 'w DATE: �G RONALD J. PARKS 2
OVER SANTA GERTRUDES CREEK; 4.5' 1 I0° * JOHN TANNER DEPUTY DIRECTOR OF PUBLIC WORKS j :;;:=;=:6 EMERY PLACE TR-32436-1
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL ✓' '
DATE COMPLETED CONCRETE SIDEWALK. l' �jr�� +` = MODELS LOTS 21-24 Q
ELEVATION ION = 1097. 163' N/A lF ®r C Al1E��
(�C.E. NO. 60132 EXPIRES: 06/30/08 R.C.E. NO. 19744 EXP I RES: 09-30-07 'x•.: t ::`` o
r_1 I I • �. LOCK HAVEN COURT OF 2 SHEETS ji
iq
16
3
BRANDON LANE
0.50 _
v1 .00% .98
01 01 .83 .
02.35 0157 �
f _ TC TC-GB TC TC
h,
mom•-
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SLOPE VARIES 50.81 ' 0
L=51 . 13' In
� TRACT BOUNDARY
3.0 2.8 - -
FG FG 2.35 2.4 2.5
r _H FS FG ��a 01 .58 '
7 �'
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0 2 2.66 d FS 2 2.2
OHP-FL ��. TC
TC �� Q 02.8
- 0 2.21 IE EVC
03.0 HP-FL -
�� BEGIN PIPE 02.8 FS 2.27 0G 3 2.2 2.2 1 .09
FG FS
`�' 2,w FG 4.08' 04�� X2.7 t FS Fs L=7.07 ' 1
0
03.08 FS14 � 2.3
11 .65
FS - 15.0'
F-F- 110392 ��:
FG
F-E- 1 10322 3.11
2.0% @1 .0%
,�.
PE= 1 10 00 .2 2.0 ?xy PE= 1 102 . ,30 FS Fs 9 : I
PERIMETER FENCE ' I
HARDSCAPE 2.0% I °�
PER LANDSCAPE 3.3 i ... L � ,7
�x�Y
I ARCHITECT PLAN FS 2.07 2 STEPS a
FS v� 3. 11 00.67. 4 c� 3.01 1 I
02.8 >e 00 1 2.3 FS J
2.0% _ FG o �, o FS FG ,2.65, I i PARKING LOT PER ED06 -0210R PA06 -0027
GF=1103. 42 �
--
HARPE Ll 1.78
1.78 I d 01 .49 I I
38 12 ® �' PERDLANDSCAPE'°- FL-GB CO r I TC & SALES TRAIEER
3.07FS 4.0 �' I BVC
�e ARCHITECT PLAN 2.34
3 30. 2' �? " 2 STEP { _
21 .0 �a F ®: 01 .47 TC
3. 13FS S
@0. 5%
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3.33 2.48 2.06IE FS PER LANDSCAPE ARCHITECT PLAN `
2.98 FS ENDP I PE 1 :95 �o� °°° �� 9 .0 ' 3
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2 3 FS!' 02.3 ,� �� •a' `.
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02.8 .2 02.8 01 .95 1 .09 01 .14 ;� 2� 1% ________________________
FG FG EOP �� 01 •73 01.61 01 .54 I ______
in 01 .21 �_______-__ �
FSI o _________________m_______ _______ ___ __
3.0 �� EOP EOP EOP EOP
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TC L=67.30' i L=72.887__ MA ® ® _ 00.85 1 . 1%
01 .95 OFL47 O . _ _ se 00.68
1
FG 3.O 01.69 .. I a o FS71 'n ( FL I I a FL
-H FL EOP N
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2.0 01 .73 1 .0% EOP I FL :
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_ Ln ®___ __ _ -----� 01.11 ,
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FL 01 .77 1 .67 0 `� N o.. FS I, I i
3.0 i I I ---------------------- --- ------------------------------- ------------------------------
3.0 EOP o "��' FS 3.0 GF-1 101 .81. •� � I { i
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Ca 83
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1 STEP s"
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6' 3.33 2,74 FS FS 2.42 FS o I (
ul FS FS o 6 STEP 1 ti � I I ®'
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2.0 :2.9 2. �% �� 2' 00 4°
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FS
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2.0% cc FS 2 STEPS o --�
SIN l I = 1 1 0 3 9 2 2. 8' @0.56' 2.59 5, 00.70 ILn
FS 2.45 � 1 {
_ 01_9 - FS ❑ ISWK TC N ' { 10 0 10 20 30 a
C 0
0 LL_
PE- 1 103 00 GF=1 103.42 3.0 HP FL co 1 F- 1 1 0 0 �
FGrn
HARDSCAPE _
PER LANDSCAPE PE= 1 102 . 0 0 I3_ 5 18 18 3 I GRAPHIC SCALE �
6 ARCHITECT PLAN SIN% 3.0 I w
;G --�- 3.0 FG I ER I METER FENCE,
26.8'± FG �; , ,, 10
� d
01 .67 I *NOTE: BERM WILL BE REMOVED DURING PRECISE CONSTRUCTIONLi
elf
1 95 FL o ( GRADING AND SIDEWALK SLOPED TO DRAIN TOWARDS PAD z
FS Off° C) "' 00.47 TC
3.O �• 01 .41 I 5 s
02.8 FG 3.0 0.79TG 00.01 IE 3' 2� INSTALL 4" P.V.C. SCHED. 40
HP-FL FG ("��
10 p SEAT WALL FL 4 0. 1 I I ! I STREET SECTION �J INSTALL 3" P.V.C. SCHED. 40
.- 18„ 1B�,
Ln o z 00.43 3/8"R (TYP) (� C
�n .�
�J INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT �
�, 2.0 TC /a„ rn
00.38 g 2.08 ", FG � - - ` - 3/4" CONSTRUCT PRIVATE DRAIN THROUGH CURB PER C.O.T. STD NO. 303 ¢
1 . 19� 10' EVC-! 2EASEMENT
CCS �
TC
L=55.95'
L=72.88'
00.43 d
L=3. 12 ' 4.0 2.26 TG ��� EOP EOP
f' TS 1 .76 IE TC
8.5' GUTTER 8.5' ¢ e
2 72.47 LF
PROP. AREA DRAIN
2' 10' � 10' 2' LLJ
00.35 C� 2.2%
TC ESMT. TO HOA 3 8 2.0%
PAD 2� 2�0% * PAD BASE PER SOILS REPORT aIGR
w�
PLANNING DESIGN CONSTRUCTION EXCLUSIVE USE EASEMENT RIBBON GUTTER PER GALLEY PAVING PER
R.G. PLAN LD05-031 GR R.G. PLAN LD05-031GR BUILDING �
PER CC&R S TI REVIEWED FOR COMPLIANCE WITH TITLE 24• <
PE= 1 10 2 60 P E= 1 101 . 60
DISABLED ACCESS ONLY CD
NTS J
40810 COUNTY CENTER DRIVE
TEMECULA,CALIFORNIA 92591-4679 *NOTE: X-SLOPE VARIES AT N.T .S.
CONSL1 L I 951.676.8042 ® FAX 951.676.7240 ® www.RBF.com DRIVEWAY APPROACH APPROVED BY: fl - rz
0
NAM DATE Q
J
REVISIONS DATE ACC'D BENCH MARK S5 DESIGNER Y DRAWN Y CHECKED BY / SHEET NO. �
CONSTRUCTION RECORD DATE Y SCALE @�4F d��'- RB RB MD RECOMMENDED BY: DATE: i
CITY OF TEMECULADEPARTMENT OF PUBLIC WORKS
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �® `�, TA �, t
CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL PLANS PREPARED UNDER THE SUPERVISION OF �
CONTRACTOR
COUNTY BENCH MARK T-46-81 RESET 1997" ACCEPTED BY: DATE: �f °F T�y�c 0
EASTERLY OF THE CENTERLINE 2 �n
OF SR-79 AT AS NOTED w .6012 '"� ��� ��
m RONALD J J. PARKS ~
INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE Exp 06/30/08 ~ ' DATE: a q - 1
DEPUTY DIRECTOR OF PUBLIC WORKS
OVER SANTA GERTRUDES CREEK; 4.5' JOHN TANNER d <
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL �� c��t�0. "� c
DATE COMPLETED CONCRETE SIDEWALK. 9�C �F� R.C.E. NO. 60132 EXP I RES: 06/30/08 R.C.E. NQ. 19744 EXPIRES: 09-30-07 '% a9 os4° LOCKHAVEN ® OF SHEETS i
ELEVATION = 1097. 163' N/A QF G��