HomeMy WebLinkAboutTract Map 32436-1 Lot 25, 32 Precise Grading GRADING NOTES
1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION Tract No . 39436 1
AND SEDIMENT CONTROL ORDINANCE NO. 04-04, AND IF APPLICABLE, TO THE STATE
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%. AND MPARKING LOT TE ■
SA S RAI R
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A I
MINIMUM OF 2' AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL
01 04 O
SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR _ _ _____.________ _._. r__ . ___
A MINIMUM OF 3 FEET. Precise R I M LHAVEN rain
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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-YEARIn 1 3
STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED Cl of e m e Cu a ateTRACT BOUNDARY
aa . r
SLOPES OVER 3' IN VERTICAL HEIGHT OR T ADJACENT TO GRADED AREAS
TO DIRECT SURFACE RUNOFF AWAY F ' 0
ROM THE TOP OF SLOPES.
1 . 06% ,d 0 . 95%
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5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL TR
3 r �I3 �► r C�, .ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY J f... . _ _.. `�;_ ---___ __.__ _.____..____---__ _ _._.....__.....__..____ ____.._.______..n ___. ._....._ ..._ __.______ ___._ •
THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL '� �
COMPACTION REPORT FOR ALL FILLS OVER 1 DEEP. Q
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S TR
324137 - 1
PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGHWAVERLY LANE O `-
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.
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN ��59 . 39
ONE FOOT.
r /� r 248. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATION OF T � �' 6122
\ 0 0
S HE GEOTECHNICAL � 14 15 1S �� � � 0 � � � � .. 2 -,
PLAN REVIEW FOR TRACT 32436 AND 32437 BY LEIGHTON AND ASSOCIATES DATED MARCH 22, 2005. 19
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS <y EROSION CTO B IN
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION j? 21 2$ ��__ �� 02 ' 50 O2 • 56
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY 13 16 17 20 C 0 M P I A N C E W I T H THE R O U G H � N
SOILS REPORT. _ I I (� FS/GB FS GB
I I / 02 . 70 0 �c
K T2436 � 0 � v
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 GRADING PLAN EOR TRACT 3 I 0 I 8 02 . 55 � G
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. 11 W I 1 0 iY FS
12 Z PER LD05-031GR I FS
THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE �� --- --� J 1 o� 2 . 0%
FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE. (951 ) 694-6411 . 28 27 26 Z I I 3 • 4q
02 . 39 N an
10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION 10 I " I 01 . 18 F S ° 6.77' S'
o RIBBON G UTTER _
AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY t Z 1 j F S R=5 2 . 0
DURING THE GRADING PHASE. 1 29 30 31 o1c I 2 6% I 02 . 53 4 ' 02 . 89
11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, 01 . 38
0
7 S I
WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF 2 FS 3 FS-GB FS FS
IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. 37 36pp"� I _ N
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS 35 33 24 ' ACCESS OC I I R=5 . 0
5 . 0 rn
WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. 34 2 4 1 7 . 0% 2 . 0 •
12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND T 6 5 UTILITY EASEMENT --�- LO
G D U NT I L HE GROUND HAS I 02 . 26 MAX N r�
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF $$ 40 42 I 11 0 '
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN 4 39 41 ,�`�, FS 6 . 3 2 ' Lv °
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 3 I I U b
A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL I ' , ` I T Y P . 4 N Q 0
Ln
APPROVE PLACEMENT OF FILL. I 43
44 ALLEY TO BE CONSTRUCTED c1,
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES i 47 45 45 I I O O
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING 2
HA
PER APPROVED 2 z
R . G ..AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING 8LLJ
GRADING OPERATIONS. pRIVE 74 . 39 18
R�ESBVRG -�
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14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENG I NEER. 1 `^ _._. O O3 • 1 O 2 . 0% O
15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS v, FS-GB
( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED INDEX MAP N,\
CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL o OQ i I LS 5 MAX
SLOPES OVER 30 IN VERTICAL HEIGHT. SCALE: 1 = 100 ••° I I 03 . 34
16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION 215 �t i 1 3 FS/GB Y_
OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION LOTS INCLUDED
(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 N
GROUND SHALL BE GIVEN. 4 I '� Q O3 . 44 03 . 62 O
� I � ,������ .,T ;0 �O FS-GB
17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS LEGEND ,� 01 . 77
Ir, F FS N
OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE 0000.00 _-�- ,; _ � °•, I
03 . 45 0
NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE TOP OF CURB TC 16 do E O P - - : ----- FS 1 . 0%
NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. �� 6 I
FLOW LINE r �_ 03 . 51 R=5 . 0 7 03 . 70
18 NOIOBSTRUSTING CTION AOF FLOOD GE EPLAINS LORONATURAL NTINUE TWATER CCOURSES TION RSHALL ING HBERPERMITTED.SEASON.AINY PSVCT 03 . 50FS/GB
HIGH POINT HP FS
19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO 0� Q 0 3 . 6 5 0 4 . F S
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. FINISHED GRADE FG 0 " • 0% - O
FS 7
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK N 2 ' 9% 10 - A
0 WITHIN TH I N A FINISHED N I SHED SURFACE FS VICINITY MAP tet' • • "
PUBLIC RIGHT-OF-WAY. 0 _04 . 50-
0 CO
NOT TO SCALE CO o� 0 4 . 5 0 4 9% gLo
21 . APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT PAD ELEVATION PE 0000.0 I� CP • N N E
AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS N FS-GB t� N
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL WATER SERVICE -� D 0 05 . 85 2 O ' I N
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 0 5 7 5 X 6 ' S '
CONSTRUCTION NOTES & QUANTITY ESTIMATE 8 S 5
22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE SEWER SERVICE � ITEM FS-GB F S 1
ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF
NO. QUANTITY UNIT TRA ILER
STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE 03 . 81 S 2 \
LOT NUMBER 1 1 O1 LOT GRADING (2 LOTS x 50 C.Y.) 100 CY �2 • 4 11 12 M
CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE r
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. s - _ 02 CONSTRUCT CONCRETE SIDEWALK (2% MAX CROSS SLOPE) 576 SF FG .
ADA PATH OF TRAVEL FS 0394 o
3 CONSTRUCT 3" A.C. OVER NATIVE SOIL 4,927 SF 8 0 3 . 7 7 _ F S/G B
O R
ASSESSORS PARCEL NUMBER: FIRE HYDRANT � 4 P 3 . 61 0 FS 03 . 76
O PAINT 4 SOLID WHITE ARKING LANE 144 LF
03 . 77 0 •
PORTIONS OF 916-410-006; 916-410-004 c F S OO
STOP S I GN O INSTALL WHEEL STOPS 12 EA F S R=5 . 0 0 3 . 8 0 1 . 0% N G I CL
03 . 80 w �
06 PAINT SOLID BLUE HANDICAP PARKING SYMBOL 1 EA
03 . 3 F S FS 00
o� �
LEGAL D 7 PAINT 4" SOLID BLUE HANDICAP STRIPE ® 2' O.C. 368 SF 1 . 5 w
O FG
BEING PORTIONS OF LOTS 25 AND 32 AS SHOWN ON A MAP OF BASIS OF BEARING NOTE 8 INSTALL 2"x 4" REDWOOD HEADER 221 LF ' 3 z 03 . 2
O 03 . 87
TRACT NO. 32436-1 FILED I N BOOK 393, PAGES 42 THROUGH 46 • PAINT SOLI D WHITE "NO PARKING" 12" M I N LETTERING
FG-HP " • w
OF MAPS, RECORDS OF RIVERSIDE COUNTY, CALIFORNIA. THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42 51 35 WEST O9 1 EA FS Q _j
FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN V I S I BLY LOCATED TO TRAFF I C ENFORCEMENT SEC 11296.3 l
ON A MAP OF TRACT NO. 29286, MB 298/86-89. 10 INSTALL RAMP WITH INTERMEDIATE SWITCH-BACK PLAT FORM PER ADA STANDARDS 1 EA 02 . 4 0 OUTHOUSE `�
U)
G MIN. ONE (1) 21 10 BC FIRE EXTINGUISHER TO BE INSIDE SALES OFFICE 1 EA
FG `// w
��; PAOG-0027 LD06-021G R
PLANNING ■ DESIGN ■ CONSTRUCTION SOURCE OF TOPOGRAPHY OWNER / DEVELOPER 12 DOOR HARDWARE IS PER ATTACHED EXHIBIT 1 EA SGP c�
BtlIUMG AND SAFETY Z
INLAND AERIAL LENNAR COMMUNITIES Q
7117 ARLINGTON AVE. , STE. A REVIEWED FOR COMPLIANCE WITH TITLE 24
■ ■ ■ 40810 COUNTY CEWER DRNE RIVERSIDE, CA. 92503 391 N. MAIN ST. , SUITE 301 10 0 10 20 30 DISABLED ACCESS REQUIREMENTS ONLY
TEMECULA,CALFOP"A 92591-4679CA 92880
CONSULTING 951.676.8042 ■ FAX 951.676.7240 ■ www.RW.com (951 ) 687-4252 CORONA, J
o
DATE OF PHOTOGRAPHY 08/20/04 (951 ) 817-3600 APPROVED BY: t� o
GRAPHIC SCALE NAME DA E Q
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCH MARK SCALE ��pFESSIpA, DESIGNED BY DRAWN BY CHECKED BY 3 SHEET N0. o
�� EH EH MD RECOMMENDED BY: DATE. ��5 D� CITY OF TEMECULA DEPARTMENT OF PUBLIC WORKS Q
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN c�� T v
CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL ,`�� ,~ 'p tea, PLANS PREPARED UNDER THE SUPERVISION OF M
COUNTY BENCH MARK T-46-81 RESET 1997" �, _ _ `t
EASTERLY OF THE CENTERLINE OF SR-79 AT co
_ ACCEPTED BY: � DATE: •3 /� �� � T
THE SOUTHEASTERLY CORNER OF THE BRIDGE AS NOTED No.60132 -- --- s a PRECISE C I S E G R A D I N G PLAN o
INSPECTOR E
Exp. 06/30/� -BATE: 3 RONALD J. PARKS TR-32436-1 �'
OVER SANTA GERTRUDES CREEK; 4.5' 4 JOHN TANNER DEPUTY DIRECTOR OF PUBLIC WORKS
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL sf' 41 1 v � SALES TRAILER AND PARKING LOT Q
DATE COMPLETED CONCRETE SIDEWALK. - if 1X%3 R.C.E. NO. 60132 EXPIRES: 06/30/06 R.C.E. NO. 19744 EXP I RES: 09-30-07 �°'�J=-==yea=_ CL
ELEVATION - 1097.163' N/A �f ��l `�.,�
LOCK HAVEN COURT of 1 SHEETS