HomeMy WebLinkAboutTract Map 32437-1 Lot 1-4 Precise Grading � i
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GRADING NOTES 15 215
1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE 1998 CALIFORNIA rac 0E
BUILDING CODE, APPENDIX CHAPTER 33, AS AMENDED BY ORDINANCE 99-23,
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AND IF APPLICABLE, TO THE STATE WATER RESOURCES CONTROL BOARD NPDES
GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. Models Lots 1 - 4 G1%
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2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1%.
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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
SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4 PER FOOT FORPrecise Grading Plan
A MINIMUM OF 3 FEET.
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3. MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1 . y i �k
FWWECT
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4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR In City of Temecula , State of Calif ornia
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STORM FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED WE
SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS /{
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 7� til I
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY TOP OF CURB
THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL TC - -
COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP. FLOW LINE
6 . A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S
PUBLIC WORKS DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH HIGH POINT HP TRACT 32435- F25 26
GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, FINISHED GRADE FG + VICINITY MAP
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES.
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS ' NOT TO SCALE
ANE
ONE FOOT. TOP OF GRATE TG LN - PARK
23 28
T t N 437 1
2 61i
8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE ___- 64
HIGH POINT
PRELIMINARY SOILS INVESTIGATION BY LE I GHTON AND ASSOCIATES DATED 2/17/04. TOP OF FOOTING TF , PAD ELEV. -0. ' MIN.
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN TOP OF WALL TW
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN i' f ' ;;, 6" MIN. a I
�,/ r % MUDSILL
CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. j ' ! _ ��
TOP OF SLOPE TS f r� fi15
9 . THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 IN GARAGE AREAS
� ' ;rrrr� '"f` I SILL IS 6" MIN
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. GARAGE FLOOR GF 0000.0 " I GARAGE FLOOR 1o'Trn. 10'IYp.
%%''' ' ABOVE GARAGE R
THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE '1 ; j % FLOOR SLAB { (EX�I
FOR EACH LOT. PUBLIC WORKS DEPARTMENT PHONE: 909 694-641 1 . / r r f VARIES ARI S��� V RI S
( ) PAD ELEVATION PE 0000.0 %,' r r f ,
IAIID) '� VARIESNOTED
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10. CUT AND FILL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION FINISHED FLOOR FF 0000.0 %�/ '% - i;. GARAGE DETAIL
AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY �,;! ; + PAD PAD
DURING THE GRADING PHASE.
WATER SERVICE FF FF
TRACT 32436-1 i:��/ it/�
11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED TO, INSTALLING, fr'
WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF
SEWER SERVICE 1
IN ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. 18
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS DRIVEWAY
WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. xj
12" MIN. ABOVE PAD ELEV. z
12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS + o �o� �� ® �o�U �l
SLOPE ROUND OFF TOP ak
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF P/L
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACE, THE TERRAIN
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. LOT NUMBER 11 1 5' R W
A REGISTERED CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL 16
APPROVE PLACEMENT OF FILL. 1ATYPICAL SIDE YARD DRAINAGE
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES UNIT TYPE/ELEVATION R �-
DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING ® WHERE: 18' MIN TO GARAGE DOOR AND 10' MIN TO BUILDING.
AND DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING INVERT ELEVATION IE , /` ® OTHER PORTIONS OF THE STRUCTURE (PATIOS, PORCHES,
GRADING OPERATIONS. sc,
BACKWATER VALVES BW TRACT 32437-3 ENTRACES) MAY BE SETBACK A MIN OF 7' .
14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. FOR REAR YARD SLOPES GREATER DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
CORNER MEASURED ALONG THE PROPERTY LINE.
36 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS ENHANCED ELEVATION TYPE- EH / 37
THAN 5' IN VERTICAL HEIGHT �( �( VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED
( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED �/�
CIVIL ENGINEERS SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL 38
THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN
AMOUNT OF EXTRA DEPTH _ 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES
SLOPES OVER 30 IN VERTICAL HEIGHT. X _ IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A
FOOTING REQUIRED O -
MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCHITECTURAL
16 , A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE.
OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION
(WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO53 45
EXTRA DEPTH FOOTING I
ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT
GROUND SHALL BE GIVEN. ADA PATH OF TRAVEL ® - 1
VARIES ** VARIES * ,s VARIES * P/L
17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY ALL OF THE REQUIREMENTS 6" MIN. 6 MIN.
OUTLINED IN THE CITY OF TEMECULA EROSION AND SEDIMENT CONTROL STANDARD NOTES 3' MIN. 1 ' 1 ' 3' MIN.50 46
3' MIN. 1 '
THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES moo MUDSILL MIN. MIN. MUDSILL MUDSILL MIN. 6" MIN.
PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. �'' FG �� FG FG
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18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON.
49
NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. ��P ® : EXTRA DEPTH
19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO56 ®. TOOTING
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. 12" MIN. 12" MIN. =PAD ELEV-FG
® WHERE NECESSARY 2: 1 MAX.
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 12" MIN• 6" MIN. !!
PUBLIC RIGHT-OF-WAY. 21% MAX. MIN. 21% MAX. 2% MIN°
21 , APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT 21% MAX.
AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS SECTION B-BSECTION C-C
58
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. SCALE: 1 " = 100' SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES SEE TYPICAL SIDE YARD DRAINAGE I'
DETAIL NOTES o
22. THE ISSUANCE OF THIS PERMIT BY THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDEti 4 LOTS INCLUDED 0
AND CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF ,
STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE 45 45 45 45
CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
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NUMBER-ASSESSORS PARCEL - 2
PORTIONS OF 916-040-009; 910-110-013 1
LEGAL DESCRIPTIONCONSTRUCTION NOTES QUANTITY ESTIMATE N h
LOTS 3 THRU 6 OF TTM 29639-2 AS SHOWN IN BOOK 345, NO. ITEM QUANTITY UNIT NO. ITEM QUANTITY UNIT
PGS. 1-19 OF MAPS RECORDED IN RIVERSIDE COUNTY, CA. LOT GRADING (4 LOTS x 50 C.Y. ) 200 CY PAINT SOLID BLUE HANDICAP PARKING SYMBOL 1 EA o
THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42 51 35 WESTFOOTPRINTTYPICAL o h
FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN INSTALL 3" P.V.C. SCHED. 40 36 LF 0 INSTALL WHEEL STOPS 6 EA
ON A MAP OF TRACT NO. 29286, MB 298/86-89. SCALE: 1" = 40' '�
�3 INSTALL 4" P.V.C. SCHED. 40 4 LF 10 PAINT 4" SOLID BLUE HANDICAP STRIPE @ 2' 0.C. 162 SF �
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SOURCE OF TOPOGRAPHY OWNER DEVELOPERO CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 3 EA 11 INSTALL 2"x4" REDWOOD HEADER 166 LF
PLANNING ® DESIGN ® GaNs-rRLlcrlaN BUILDING TY z
5 INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT 3 EA 14 DRIVE APPROACH 4 EA
INLAND AERIAL �� LI WITH TITLE 24• Q
LENNAR INLAND SOUTH �� LE � � ONLY Qf ; l
7117 ARLINGTON AVE. , STE. A PAINT SOLID WHITE "NO PARKING" 12" MIN LETTERING '
40810 COUNTY CENTER DRIVE RIVERSIDE, CA. 92503 40980 COUNTY CENTER DRIVE, SUITE 110 O6 CONSTRUCT 3" A.C. OVER NATIVE SOIL 3699 SF 15 VISIBLY LOCATED TO TRAFFIC ENFORCEMENT (SEC 1129B.3) i J11
1 EA
TEMECULA,CALIFORNIA 92591-4679 TEMECULA CA 92591-6022
LTI 951.676.8042 ® FAX 951.676.7240 www.RBF.com (951 ) 687-4252 �7 PAINT 4" SOLID WHITE PARKING LANE 72 LF APPROVED BY: o
DATE OF PHOTOGRAPHY 08/20/04 (951 ) 719-3462 NAME/' DATE Q
DESIGNED BY DRAWN BY CHECKED BY . DRAWING NO.
CONSTRUCTION RECORD DATE BY REVISIONS ®ATE ACcoD BENCH MARK SCALE Q%®VESSIQRECOMMENDED BY: DATE:
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J. FIELDS J. FIELDS J. TANNER DEPARTMENT DP PUBLIC WORKS Q �
3 102 ®TATER ALUMINUM DISK, BUSH IN ��® ®o TAN�r�. �, SHEET N0. it
CONTRACTOR
CONCRETE CURB STAN® "RIVERSIDE HORIZONTAL �� _PLANS_PREPARED UNDER THE SUPERVISION OF
COUNTY BENCH DARK T-46-81 RESET 1997" ACCEPTED BY: DATE: 1 ��� �F To�� I I L o
EASTERLY OF THE TERLI OF SR-79 AT AS NOTED N�°6®132 rn
EXP. /3®/
� �.-.mm_ -�- LRONALD J. PARKS =�
INSPECTOR SOUTHEASTERLY C OF THE BRIDGE -- DATE: TRACT 32437-1
OVER SAMA TR S E 4.5' �' DEPUTY DIRECTOR OF PUBLIC WORKS g
JOHN D. TANNER, III d
NORTHERLY OF T SOUTHERLY SIDE OF THE VERTICAL J� �'� t� ��� � -.........__ �
DATE COMPLETED CONCRETE SIDEWALK. �AP E®� R.C.E. NO. 60132 EXPIRES: 06/30/06 R R.C C.E E. NO. 19744 EXPIRES: 9-30-07 °r�f__:-_-lsa�:: �
BRANDON LANE - LOTS I THROUGH 4 OF SHEETS i
ELEVATION = 1097.163® N/A 4F C��Z •' _
R/W
5' 5' INSTALL
FL OF PIPE 1/2" SIDEWALK REMOVABLE
ABOVE GUTTER 6" PLUG I
FLOWLINE
INVERT ELEV. A 4" PVC
PER PLAN 2%LL-
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INV ELEV PER PLAN
CURB & GUTTER
3"x4" REDUCER 4%4%4" TEE
3" MIN PVC (SCHEDULE 40)
1P 14ELEVATION
(` PORTABLE 4
1 1 n6 TOILET �I 6 . �' i y )
PAPK u . � Bi
55.00' d 55.00' 55.00' +H 55.00'
1 2: 1
2: 1 2: - - - - - -2: 1
_ _ co - _,- - 1 1/2" MIN. COVER
- - - - - - oC 03.3
- - - - - 4.20 1 .0% MIN.
4 1 .0% MIN. FS . FL-HP o o - n
4. 7 ®L-aP 4.07 Ln
FL-HP O o o �_ k
o 03.1 o
FS 4.00 o z 03.5 1 .0% MIN. °� FL-HP
FS i cv FG
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6 ® 04M o oz 91,
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11 � 5 ��� ® 5
0 9 ® o: 4 03.3 03.3 CTIA
®�� FG ® FG ! II I
LFF 1104.3803 1PARKING LOT _ o = 03.5 ___-o PE = 1104.1o JE - 1103.8 1 FG FF = 1104.0 FG FF = 1103.88 1 �
7 00 : o PE = 1103.5 _ .o PE = 1103.3 0
o o � 5' GF=1103.58 { 1---) PRIVATE DRAIN THROUGH CURB DETAIL
03.7 ! N O
FG O z
3.03 t 1 c 3.19 3 5
FS o
goo F 03.5 o 1 f
8 FG 5 .3
1 10 0 GF 1103.88,-j 5 `I ® 03.2 03.0 04
15 " � m FG FG cv
r? 5' 1®� o zz c� 5 GF=1 103.38
2.71 2.8 .7% 3.66 �i� 03.8 m 8 i
FS F® FS/GB FG 12.33' = 5 03.0
N - -GB 03.8 J FG o ��
If 2.53 3.66 FG03.3
FS 7 � _ n FS N 02.68 .8 5'
FG "} Ln
CD FS-GB cv
6 { ,.� o CONSTRUCTION (VOTES
11 s� 3 �; `V 5 1.81 TG 6' 6 �' 1.54 TG 5 02.6
- - - - - - - - - - - 1.31 I E r' f o 1.04 I E o FG 1.22
- - 2.37 2.29 1.98 1.70 -
- T_ FS FS ' 55.00' S FS_ 55.00' S FS 6' 55.00' S S 55.00' FS 2� INSTALL 3" P.V.C. SCHED. 40
2.02 12' ® 2.0% 1.55 TG 12' 2.0%
o `� cn 2 5 1.05 IE 2 O INSTALL 4" P.V.C. SCHED. 40
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W W W 4� CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET
00 m
BRANDON LANEo �O� �0�, 1313
o INSTALL 6" GRATE PER N.D.S. NO. 40 OR EQUIVALENT
+ o + 0ii: 8" SEWER + o O CONSTRUCT 3" A.C. OVER NATIVE SOIL
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14- - -�� o - 146 - 147 - �7 PAINT 4" SOLID WHITE PARKING LANE j
O PAINT SOLID BLUE HANDICAP PARKING SYMBOL
INSTALL WHEEL STOPS (TYP.)
0 10 PAINT 4" SOLID BLUE HANDICAP STRIPE ® 2' O.C.
< � c14
-- - _ --- --- _ 8„ WATER
> "' o 11 INSTALL 2"x4" REDWOOD HEADER
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> - 14 DRIVE APPROACH
Y 15 PAINT SOLID WHITE "NO PARKING" 12" MIN LETTERING
VISIBLY LOCATED TO TRAFFIC ENFORCEMENT (SEC 1129B.3)
TRACT BOUNDARY {
® TRACT BOUNDARY42
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WAVERLY LANE
LOCK HAVEN CT.
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GRAPHIC SCALE cn
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PLANNING DESIGN CONSTRUCTION
BUILDING AND SAFETY
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REVIEWEDF® COMPLIANCE WITH TITLE2 d
40610 COUNTY CENTER DRIVE DISABLED ACCREQUIREMENTS ONLY �
TEMECULA, CALIFORNIA 92591-4679 >
C LT I 951.676.6042 ® FAX 951.676.7240 ® www.RBF.com APPROVED BY: ® o
NAM DATE z
CONSTRUCTION RECORD DAT Y REVISIONS DATE ACC°I3 BENCH MARK DESIGNED Y A CHECKED E Y
SCALEQ OFESSJO DRAWING NO. o
3 1/2" DIAMETER ALUMINUM DISK, FLUSH IN �® TA
J. FIELDS J. FIELDS J. TANNER RECOMMENDED BY: DATE: �' DEPARTMENT F PUBLIC WORKSQ
CONTRACTOR CONCRETE CURB STAMPED "RIVERSIDE HORIZONTAL �� ® '� SHEET N0.
PLANS PREPARED UNDER THE SUPERVISION OF ,✓ �' N
COUNTY BENCH MARK T-46-81 RESET 1997" ACCEPTED BY: DATE: /`� / of T
EASTERLY OF THE CENTERLINE OF SR-79 AT '"` -
AS NOTED No.60132 �* ti� ___ o� o
INSPECTOR THE SOUTHEASTERLY CORNER OF THE BRIDGE -- DATE: RONALD J. PARKS �^_ 9 '
gyp. / /
2
OVER SANTA GERTRUDES CREEK; 4.5' JOHN D. TANNER III DEPUTY DIRECTOR OF PUBLIC WORKS '� -- _--
TRACT 32437-1
NORTHERLY OF THE SOUTHERLY SIDE OF THE VERTICAL �� CI Vt�- �� - F
MODELS
DATE COMPLETED CONCRETE SIDEWALK. �4 �� 60132 06/30/06 �f :=:= 4
ELEVATION = 1097. 163' N/A F OF C��L� R.C.E. NO. EXP I RES: R.C.E. NO. 1 9744 EXP I RES: 9-30-07 A` @aes o o
NO OF SHEETS i
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