HomeMy WebLinkAboutTract Map 32437-2 Lot 44-48 & 63-67 Precise Grading GRADING NOTES
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1 . ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION17 RR�FT,q h,4
AND SEDIMENT CONTROL ORDINANCE N0. 04-04, AND IF APPLICABLE, TO THE STATE f 16 215
WATER RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION R/N�
ACTIVITIES.
2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A I�INfMUM OF 1%.
DRAINAGE SWALES SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A
MINIMUM OF 2' AWAY FROM THE SOP OF GRADED SLOPES. FINISH GRADE SHALL .. .• �
PHASE 5 L TS 44 48 AIND 63 67
SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT LESS THAN 1/4" PER FOOT FOR
A MINIMUM OF 3 FEET. Precise ��
r i n a n
3. MAXIMUM CUT AND FILL SLOPES' SHALL BE 2 : 1 . 16
d 9 pi
4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEARIL
Callforn
1�a
STORM FLOWS OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED In City
SLOPES OVER 3' IN VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS
TO DIRECT SURFACE RUNOFF AWAY FROM THE TOP OF SLOPES. PRQ;JE�iT
5. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTERED CIVIL LEGEND Sff
ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY TOP OF CURB 0040..00. ,. �!
THAT ALL FILLS HAVE BEEN PROPERLY PLACED AND WHO SHALL SUBMIT A FINAL
COMPACTION REPORT FOR ALL FILLS OVER 1 ' DEEP.
T� TRACT BOUNDARY
FLOW LINE � 1 JQ w"-
6 . A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA'S 18 20 21 22 23 24 25 28 27 28 29 So S 52 S3 S�v
GRADINGLIC W�NKAECnRDANCENT A NFITHwRTT�T�ENAPPROVEDCATION OF GRAdING COMPLETION
PRIORFTO UGH HIGH POINT HP
ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO LINE, 30 49 �
GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. FINISHED GRADE FG
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN FINISHED SURFACE FS AMES9URY LANE GARRISON DRIVE
ONE FOOT.
8. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE PRELIMINARY TOP OF GRATE TG -�- - - 31 �48 � / VICINITY M A P
SOILS INVESTIGATION BY LEIGHTON AND ASSOCIATES DATED FEBRUARY 17, 2004.
TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE PUBLIC WORKS TOP OF FOOTING TF s 8 g 9 10 11 12 13 14 � ��/� s� NOT To seas€
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOMMENDATIONS AND CERTIFICATION 7 32
THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY TOP OF WALL TW
� / HIGH POINT
SOILS REPORT. TS J /� 8�I � so
PAD ELEV. -0. MIN.
3. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 TOP OF SLOPE TRACT 8C ARY )., � �������� A
HOURS IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE INSPECTION. j 33
THIS INSPECTION MUST 8E APPROVED PRIOR TO BUILDING PERMIT CLEARANCE GARAGE FLOOR GF 0000.0 �'� 32 }37 3 Q j�/ 6SiLi� 6" MIN. z Z
FOR EACH LOT . PUBLIC WORKS DEPARTMENT PHONE: (951) G94-641'1 . y4 34 j 4S� � �///%�W% 59 MUDS I LL
PAD ELEVATION PE 0000.0 _ IN GARAGE AREAS
10. CUT A�1Q FILL SLOPES SHALL BE PROTECTED WITH R COMBINATION OF EROSION � �� SICL. IS 6' MIN' � np
GARAGE FLOOR
AND SEDIMENT CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY FINISHED FLOOR FF 0000.0 - WENHAM WAY - 3S � ' � :• : •` � ABOVE GARAGE �
DURING THE GRADING PHASE. TRACT BOUNDARY 80' '• FLOOR SLAB
VARIES B ARI S�N*�k B (� C {
11 . POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING, WATER SERVICE � � 87 � (� ,k,k,k Np�) * VARIES �D)
WHERE APPLICABLE, GROUNDCOVER, TREES, SHRUBS, OR A COMBINATION THEREOF 25 � � � �� � ������ ��'�"���
IIS ACCORDANCE WITH CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SEWER SERV'I'CE SQ / � � al PAD PAD
SLOPES OVER 4' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS
WITH BACKFLOW PREVENTION DEVICES PER THE U.P.C. DRIVEWAY � � � �r4 , � 37 42 ' 68 r. z FF 2 2 FF
12. FILL MATERIALS SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS 27
BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND OTHER DELETERIOUS MATERIAL. IF PARK
STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN SLOPE (14 82'
MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT. 23 7$ , 38 41 69 12" MIN. ABOVE PAD ELEV. ? � Z z
A REGISTERED GfuiL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST SHALL LOT NUMBER � � 2. � ,. m � �' g �
T F FILL. Q o toy
APPROVE PLACEMEN 0 1 A � �, � �3 ROUND OFF TOP
� '�- Mme` Ill-
%4 Ak r-
13. TEMPORARY DRAINAGE SHALL 8E PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES UNIT TYPE/ELEVATION '� ZZ � �, � � 39. 4d. 70• P/L
ARE INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING R 1S I �i'
V � 50 R W
AND DOWNSTREAM PROPERTIES FROM, SILT DEPOSITION AND PONDING WATER DURING INVERT ELEVATION IE 0 21 I � � �
GRADING OPERATIONS. -
W 30 � � 15, EMERY DRIVE1 f
TYPICAL SIDE YARD DRAINAGE
14. DUST SHALL. HE CONTROLLED BY METHODS APPROVED BY THE CITY ENGINEER. BACKWATER VALVES BW t�, �
Z � � DISTANCE MEASURED PERPENDICULAR TO RIGHT OF WAY
15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE TENTHS Q � 20 � TR CTBOUNDAR WHERE: 18' MIN TO GARAGE DOOR AN 10' MIN TO BUILDING.
( 1 .5) SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY P� REGISTERED ENHANCED ELEVATIONTYPE- EH $tOTHER PORTIONS OF THE STRUCTURE gPATIQS. PORCHES:,
CIVIL ENGINEER, SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL 13 � TRACT 3�2 37- 3' � SECTI'ON A�A ENTRACES) MAY BE SETBACK A MIN OF 7' .
SLOPES OVER 30 IN VERTICAL HEIGHT. AMOUNT OF EXTRA DEPTH DISTANCE FROM FRONT PROPERTY CORNER TO THE GARAGE
X � �& '' THANR5ARINAV RTICALSHEIGHTER CORNER- MEASURED ALONG THE PROPERTY LINE.
16. A REGISTERED' CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBM'I'T CERTIFICATION FOOTING REQUIRED O 32
OF BUILDING PAD ELEVATIONS. WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION -�c -�E��E- VARIABLE SIDE YARD SETBACKS MAY BE PERMITTED PROVIDED
(WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION WITH RESPECT TO EXTRA DEPTH FOOTING I. 12 i8 � THE SUM OF THE SIDE YARD SETBACKS IS NOT LESS THAN
ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT 8 FEET AND THE DISTANCE BETWEEN ADJACENT STRUCTURES
IS NOT LESS THAN 8 FEET. FOR FRONT LOADED CONDITIONS A
GROUND SHALL BE GIVEN. ADA PATH OF TRAVEL -� - - �- 44 � MINIMUM OF FOUR-FOOT SETBACK AREA, FREE OF ARCiiFTECTURAE..
17. EROSION AND SEDIMENT CONTROL: THE PERMITTEE SHALL ABIDE BY THE REQUIREMENTS DROP 17 _ ENCROACHMENTS SHALL BE MAINTAINED ON AT LEAST ONE SIDE.
OUTLINED IN THE CITY OF TEMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE DROP GARAGE �'X� �
NO. 04-04 THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE
NPDES PERMIT FOR CONSTURCTION ACTIVITIES, IF APPLICABLE. ................................................
-
18. EXISTING DRAINAGE COURSES SHALL CONTINUE TO FUNCTION DURING THE RAINY SEASON. i8 _ VARIES �** VARIES *** �� VARIES *** p��
NO OBSTRUCTION OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED. '" 6" MIN. .. 6 MIN.
� 11a� E - MUDSILL 3' MIN. we -MIN'. MIN. 3' MIN. I/ MUDSILL MUDSILL 3' MIN. MIN.
19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO HAIL gB 6" MIN.
COMMENCEMENT OF ANY CONSTRUCTION/GRADING. C FG � FG FG
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A � � � �
PUBLIC RIGHT-OF-WAY. �
..•• ., ' EXTRA DEPTH ., �
INDE.X- IV�A�P ��� � ' FOOTING �21 . APPROVAL OF THESE PLANS B�Y THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT12 MIN. 12 MIN. =PAD ELEV-FG
AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS SCALE: 1 " = 100 2: 1 MAX. �
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL WHERE NECESSARY �,
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL. 2% MIN. 2: 1 MAX. 6" TYP. 2% MIN. 12" MIN. 6" MIN. �
LOTS INCLUDED 21% MAX. MIN. 21% MAX. 2% MSN. N
22. THE ISSUANCE OF THIS PERMIT 8Y THE CITY OF TEMECULA DOES NOT IMPLY OR PROVIDE 21� MAX. sEC TIO N C C Q
ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF SEC TION BmwB � Z
STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE
CONTRACTOR/OWNER/DE1lELOPER FS RESPONSIBLE FOR 08TAINING, THE APPROPRIATESEE
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. ��F�F SEE TYPICAL SIDE YARD DRAINAGE DETAIL NOTES � �� DETAILPNOTESSIDE YARD DRAINAGE W
23. IF AT ANY TIME DURING EXCA�fATION/CONSTRUCTION OF THE SITE, ARCHAEOLOGICAL/CULTURAL 3
RESOURCES, OR ANY ARTIFACTS OR OTHER OBJECTS WHICH REASONABLY APPEARS TO BE
EVIDENCE OF CULTURAL OR ARCHAEOLOGICAL RESOURCE ARE DISCOVERED, THE PROPERTY
OWNER SHALE IMMEDIRTELY ADVISE THE CITY OF SUCH AND THE CITY SHALL CAUSE ALL
FURTHER EXCAVATION OR OTHER DISTURBANCE OF THE AFFECTED AREA TO IMMEDIATELY CEASE. N
THE DIRECTOR OF PLANNING AT HIS/HER SOLE DISCRETION MAY REQUIRE THE PROPERTY TO 45' 45' 45 45 pq�
DEPOSIT A SUM OF MONEY IT DEEMS' REASONABLY NECESSARY TO ALLOW THE CITY TO CONSULT I r" N
AND/OR AUTHORIZE AN INDEPENDENT, FULLY QUALIFIED SPECIALIST TO INSPECT THE SITE AT
N0 COST TO THE CITY,. IN ORDER TO ASSESS THE SIGNIFICANCE OF THE FIND. UPON DETERMINING
THAT THE DISCOVERY IS NOT AN ARCHAEOLOGICAL/CULTURAL RESOURCE, THE DIRECTOR OF PLANNING CONSTRUCTION NOTES & QUANTITY ESTIMATE w M
SHALL NOTIFY THE PROPERTY OWNER OF SUCH DETERMINATION AND SHALL AUTHORIZE THE RESUMPTION B!A.Sl-S Q� BE�R���� �VT� N0. ITEM QUANTITY . UNIT � 4dF WORK. UPON DETERMIf�tING THAT THE DISCOVERY IS AN ARCHAEOLOGICAL/CULTURAL RESOURCE, � 2 � T � � w
THE DIRECTOR OF PLANNING SHALL NOTIFY THE PROPERTY OWNER THAT NO FURTHER EXCAVATION OR THE BEARINGS SHOWN HEREON ARE BASED ON NORTH 42051 `35" WEST Qi LOT GRADING (10 LOTS x 50 C.r.) 50o CY d' � c° � � i
DEVELOPMENT MAY TAKE PLACE UNTIL A MITIGATION PLAN OR OTHER CORRECTIVE MEASURES HAVE FOR A PORTION OF THE CENTERLINE OF MARGARITA ROAD AS SHOWN.
BEEN APPROVED BY THE DIRECTOR OF PLANNING. ON A MAP OF TRACT N0. 29286, MB 298/86-89. OO INSTALL 3" P.V.C. SCHED. 40 120 LF J t � `n W
V)
ASSE'SSORS PARCEL NUMBE*R. O CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON SHEET 2 10 EA W
10 EA JL �
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RF.ANIVtNQ i E3ESfE3Ff f COIV}TF�lFCTIDIV OWNER l DEVELOPER PORTIONS. OF 916-040-003;. 910-110-013 � INSTALL 6" GRATE PER N.D.S. N0. 40 OR EQUIVALENT ,Z
O5 CONSTRUCT DRIVEWAY APPROACH PER CITY OF TEMECULA STD.N0.207 10 EA �
LENNAR INLAND SOUTH
aosty courmr cEvrER D� 40980 COUNTY CENTER DRIVE, SUITE 1'10
LEGAL DESC,RIPTION. TYPIC-AL FO,O,TPRINT >1
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TEMECULA,CALEFORNIA 92591-4879
C O(t!91.E Ll't N d s5te78.8042 • Flex 95t.e787244 • www.RBF.com TEMECULA, CA 92591-6022 LOTS 3 THRU 6 OF TTM 29639-2 AS SHOWN IN BOOK 3459 SCALE: l" = 40' �
(951) 719'-3462' PGS. 1-19. OF MAPS RECORDED IN RIVERSIDE COUNTY,. CA.
LD06,mt32Q1+� Q
CONSTRUCTION RECORD DACE BY REVISIONS DATE aCC'D , BENCH MARK DESIGNED BY BRAWN BY CHECKED BY /� �R���� ��• o
SCALE O Q�OFESSJp�'! RECOMMENDED BY: :� DATE: !z�! 7 � ��� OF T'Ewa- 'lo*ECULA DEPARTMENT OF PUBLIC WORKS a
31/2'DIAMETER ALUMINUM DI8K,FLUSH IN t J. FIELDS ELDS J. FIELDS ELDS J. TANNER
� O• � SHEET N0. �
i
CONCRETE CURB STAMPED"RIVERSIDE COUNTY HORIZONTAL � � �. � PLANS PREPARED UNDER THE SUPERVISION OF �
CONTRACTOR BENCH MARKT-48-81 RESET 188T EA8TERl.Y OF <n '�,.� %�'
THECENTERI.INEOF31�79A7THE ; �.���2 -���� -�-` ACCEPTED BY: ... �--- DATE: - .o' `�R.� � � PRECISE GRADING PLAN
Sa�JtTHEA9TERt.YCORNEROFTHEBRIDf3EOVER AS NOTED � �, - DATE: L L '°.� 8� WILLIAM G. HUGHES TRACT 3243 -Z �
INSPECTOR ' SANTA OERTRUDES CREEK;4.5'NORTHERLY OF � �P' �/�/� JOHN D. TANNER I I I DIRECTOR OF PUBLIC WORKS/CITY ENGINEER ��'"` q Q
d;,
THE SOUTHERLY SIDE OF THE CONCRETE VERTICAL f `� � ��`...:.�.. = PHASE 5 - L4T8 44-48 & 6�-67
sIoeww�: r� e t Y 1� �� �°�j,'�.i•:1980.�i'' O
DATE COMPLETED ELEVATION'=1097.183'' N/A �F Of R.C.E. NO. 60132 EXPIRES: 06/30/08 R.C.E. fV0. 36617 EXPIRES: 06/30/08 •,N9,N�a TITLE SHEET of 2 SHEETS� i
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CONSTRUCTION NOTES Q
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2 INSTALL 3 P.V.C. SCHED. 40 z
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R/W Q CONSTRUCT PRIVATE DRAIN THROUGH CURB PER DETAIL ON THIS SHEET �
5 5. INSTALL
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FL OF PIPE 1 2 SIDEWALK � INSTALL 6" GRATE PER N.D.S. N0. 40 0R EQUIVALENT N�
/ REMOVABLE C>
ABOVE GUTTER 6 PLUG
CONSTRUCT DRIVEWAY APPROACH PER CITY OF TEMECULA STD.NO.207 0
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■ TEMECULA,CALIFORNIA 92591-4679
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