HomeMy WebLinkAboutTract Map 29798 Lot 34,35,40-44 Precise Grading GRADING NOTES PRECISE GRADING PLAN
1. ALL GRADING AND RELATED ACTIVITIES SHALL CONFORM TO THE GRADING, EROSION & SEDIMENT
CONTROL ORDINANCE N0. 04-04, AND, IF APPLICABLE, TO THE STATE WATER RESOURCES
CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES. TRACT NO . 2 PHASE 6 LOTS 3 4 359 4 Om
44
2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUM OF 1x. DRAINAGE SWALES
SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' AWAY FROM THE 9
TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL EXTERIOR WALLS AT NOT
LESS THAN X►' PER FOOT FOR A MINIMUM OF 3 FEET. CITY O TEMECUL CALIFORNI
A
3. MAXIMUM «,T ANDFILL SLOPES BALL BE 2:1. UNDERGROUND STRUCTURES 40'
4. PROVIDE. AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR STORM AND UNDERGROUND
HOS�E�OWN ONUTHE RECORDS EXAMINED ARE TIES OR STRUCTURES ND INDICATED NABY THE �d OTHERS
�-� SHEET 2
FLOWS, OR PROVIDE GRADED BERMS, ALONG THE TOP OF ALL GRADED SLOPES OVER 3' IN APPROXIMATE LOCATION AND EXTENT. THE OWNER BY ACCEPTING THESE PLANS OR I
VERTICAL HEIGHT OR THAT ARE ADJACENT TO GRADED AREAS TO DIRECT SURFACE RUNOFF AWAY PROCEEDING HATH IMPROVEMENT PURSUANT THERETO AGREES TO ASSUME LIABILITY AND q k �1
FROM THE TOP OF SLOPES. TO HOLD UNDERSIGNED HARMLESS FOR ANY DAMAGES RESULTING FROM THE EXISTENCE �
S. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A REGISTEREDdVIL ENGINEER, SOIL OF UNDERGROUND UNDERGROUND UTILITIES OR STRUCTURES NOT REPORTED TO THE UNDERSIGNED; NOT �
ENGINEER OR ENGINEERING GEOLOGIST WHO SHALL CERTIFY THAT ALL FILLS HAVE BEEN PROPERLY INDICATED ON THE PUBLIC RECORDS EXAMINED; LOCATED AT VARIANCE WITH THAT Dot OO 0 >..
PLACED AND WHO SHALL SUBMIT A FlNAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.
REPORTED OR SHOWN ON RECORDS EXAMINED. THE CONTRACTOR IS REQUIRED TO TAKE O � � 2
DUE PRECAUTIONARY �
MEASURES TO PROTECT THE UTILITIES OR STRUCTURES SHOWN AND PLAN T �
•�.
ANY OTHER UTILITIES OR STRUCTURES FOUND AT THE SITE. IT SHALL 8E THE ori cO I I was
6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF 7EMECULA'S PUBLIC WORKSu� '� PLAN2
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES i= �
DEPARTMENT A WRITTEN CERTIFICATION OF COMPLETION OF ROUGH GRADING IN ACCORDANCE WITH CONTRACTOR'S
BEFORE STARTING WORK. m
THE APPROVED GRADING PLAN PRIOR TO ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION
SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION OF CUT / FILL SLOPES. 4 ID
7. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALLFlLLS GREATER THAN ONE FOOT. '
NOTICE TO THE CONTRACTOR: 40 �
'
D. ALL GRADING SHALL BE DONE IN CONFORMANCE NTH RECOMMENDATIONS OF THE PRELIMINARY PRIVATE ENGINEERS Iwo 40�
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR
SOILS INVESTIGATION BY PACIFIC SOILS ENGINEERING INC. I� PENGUIN PUCE I/ � �
STRUCTURES SHOWN ON THESE PLANS WAS OBTAINED BY A SEARCH OF
DATED SEPTEMBER 20, 2001. 7W0 SETS OF THE FlNAL COMPACTION REPORT SHALL BE AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NOF__ I
SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN 0 }
RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH EXISTING UTILITIES EXCEPT THOSE SHOWN ON THESE PLANS THE �m {� �
THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT. CONTRACTOR IS REWIRED TO TAKE ALL PRECAUTIONARY MEASURES TO I
PROTECT THE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES
9. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF
O �
OF AND ANY DAMAGE TO THESE LINES OR STRUCTURES. � PLAN4 � �m Mn
WII '
ADVANCE REESTING FlNISH LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION MUST BE .r, PLAN3 � I � * �
APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT. *a Q 11
PUBLIC WORKS DEPARTMENT PHONE: (951) 894- 6411 NOTIFICATIONS
10. CUT AND FlLL SLOPES SHALL BE PROTECTED WITH A COMBINATION OF EROSION AND SEDIMENT full
CONTROLS TO PROTECT THE SLOPE FROM EROSION AND INSTABILITY DURING THE GRADING PHASE. NOTE: THE CONTRACTOR SHALL NOTIFY THE FOLLOWING UTILITIES OR AGENCIES 2
WORKING DAYS PRIOR TO STARTING CONSTRUCTION OF EXCAVATION: BUILDING FOOTPRINTS
11. POST-GRADING ACTIVITIES SHALL INCLUDE, BUT NOT BE LIMITED T0, INSTALLING,, WHERE CITY OF 7EMECULA DEPARTMENT OF PUBLIC WORKS N N
APPLICABLE, GROUND COVER, TREES, SHRUBS OR A COMBINATION THEREOF IN ACCORDANCE WITH �951� 696411 SCALE 1" = 30� �
CITY CODES PRIOR TO THE APPROVAL OF FINAL INSPECTION. SLOPES OVER 4' IN VERTICAL UNDERGROUND SERVICE ALERT: 1(800) 227-2600
HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK FLOW PREVENTION DEVICES PER i WALLABY WAY
TME U.P.C. EARTHWORK QUANTITY ESTIMATE � - --- - -- - - -
12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND HAS BEEN CLEARED OF WEEDS, BASIS OF BEARINGS CUT FILLDEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL IF STEEP SLOPING TERRAIN OCCURS UPON
WHICH FILL IS TO BE PLACED, THE TERRAIN MUST BE CLEARED, KEYED, AND BENCHED INTO FIRM BEING SOUTHEASTERLY UNE OF LOT 9 AS SHOWN ON EXCAVATION 175 C.Y.
NATURAL SOIL FOR FULL SUPPORT. A REGISTERED CIVIL ENGINEER, SOIL ENGINEER OR ' ' ' EMBANKMENT 175 C.YENGINEERINGENNEERING GEOLOGIST SHALL APPROVE PLACEMENT OF FILL. TRACT N0.29305-1 AAB, 360/65-78 ASN 521346W SUBSIDENCE
13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES ARE SHRINKAGE INDEX MAP
INSTALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT ADJOINING AND OWNER /DEVELOPER.
DOWNSTREAM PROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING GRADING � IAAPORT/EXPORT 00 �
OPERATIONS. D.R. HORTON/CON TINEN TAL TOTALS 175 CY175 � 1 =60
� ��,P�
14. DUST SHALL BE CONTROLLED BY METHODS APPROVED BY THE PTY ENGINEER. .Y. C.Y..Y.
5927 PRIESTLY DR. /200 PA
NEER. CARLSBAD, CA. 92008 PA LEGEND
15. STABILITY CALCULATIONS WITH AFACTOR-OF-SAFETY OF AT LEAST ONE AND FIVE-TENTHS (1.5) 760-931-1980 � Mil
101, ABOVE PAD ELEX SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT BY A REGISTERED CIVIL ENGINEER, FINISHED SURFACE SH. � � 19 FS FINISH SURFACE
c� .�{'�• REDHAWK PKWY
SOIL ENGINEER, OR ENGINEERING GEOLOGIST FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL SOILS ENGINEER P �P� P� . . � �g�p ��� �. 2 �.r N ?o� TC TOP OF CURB
HEIGHT. J o FL FLOW UNE ELEVATION
SURFACE . -T WOLF VALLEY ROAD
16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION OF PACIFIC SOILS ENGINEERING INC. � �� P� � 6�' ?_?%VARES � INV INVERT
BUILDING PAD ELEVATIONS. NMERE SPECIFlC ELEVATIONS ARE REWIRED, THE ELEVATION (YN7H � � 6� � . ' X � pFcygHc �� 7G TOP OF GRATE
RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN. IF AN ELEVATION MATH RESPECT TO ADJACENT ���5 CONVOY COURT
GROUND SURFACE IS REWIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE SAN DIEGO CA 92111 �N�S�IN�nC�l1L�HE1c�T�� 27� MIN. � � Gq pk 1234.0 SURFACE DRAIN
GIVEN. 21X MAX. 6'AIIN. � : 2X MINN. '�",�
858-560-171321X MAK S� FL FLOW LINE ELEVATION
858-560-0380 FAX ACTION A-A � ' MIN. �
17. EROSION AND SEDIMENT CONTROL; THE PERAAIT7EE SHALL ABIDE BY THE REQUIREMENTS OUTLINED � RAINBOW CANYON
IN THE CITY OF 7EMECULA GRADING, EROSION AND SEDIMENT CONTROL ORDINANCE NO. 04-04 NO SCALE S�ECTIQiN B-B OPE VARIES S�ECTIO�N C-C � ROAD �g GRADEGRADE BREAK
THROUGHOUT THE DURATION OF THE PROJECT, INCLUDING ADHERENCE TO THE STATE NPDES NO SCALE �I MAX NO SCALE VICINITY
-0WATERSERVICEPERMIT FOR CONSTRUCTION ACT1VI71ES, IF APPLICABLE. MAP SEWER SERVICE
18. EXISTING DRAINAGE COURSES SHALL CONTINUE 7D FUNCTION DURING THE RAINY SEASON. NO NO SCALE �- STREET LIGHT
OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED.
HIGH POINTD#-AP4 FIRE HYDRANT
19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THEFIELD PRIOR TO COMMENCEMENT LOT NUM123 Z� Q. PAD ELEVA71 - a
OF ANY CONSTRUCTION/GRADING. �"� � 't'� INV. OF PIPE 6' SIDEWARETAINING WALL
LK g.
AREA DRAIN 1/2' ABOVE TW TOP OF WALL
20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR TO ANY WORK WITHIN A PUBLIC z 1 PAD ELEVATION 6' INSTALL REMOVABLE
RIGHT-OF-WAY. �� 1s� � F'L�` A WAR PLUG � � � FOOTING
D� FOOTING r FLOWLINE ELEV. > g �
PER PLANPER PLAN Z
P
21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE APPLICANT ��" PAD-1258.9 FINISH FLOOR ELEVATION HM � = PAD - a, f TL_j_T 4' PyC � 2:1 SLOPESLOPEAND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF ERRORS OR OMISSIONS •� A�� P� ELEVATION) ELEVATION-0.2' M01.
w . A�� A PAD=1200.1 PAD ELEVATION
DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE APPROPRIATE PLAN REVISIONS SHALL - r/�
BE PROMPTLY SUBMITTED TO THE CITY ENGINEER FOR REVIEW AND APPROVAL �=12�'� INDIG►7ES ENHANCED ELEVATION B INV. ELEV. L3wx4w x4'x4: _ � CURB ANpPER PLAN TEE FF FINISH FLOOR
22. THE ISSUANCE OF THIS PERMIT BY THE PTY OF 7EMECUU DOES NOT IMPLY OR PROVIDE ANY 5, �' A-R ESR + GUTTER 3' MIN. PVC REDUCER GF GARAGE FLOOR
CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATING THE PROVISIONS OF STATE OR (SCHEDULE 40)
FEDERAL ENDANGERED SPECIES ACTS OR WATER QUALITY REGULATIONS. THE LENGTH OF DEEPENED s s' s' TRACT BOUNDARY
/ /DEVELOPER IS RESPONSIBLE FOR OBTAINING THE APPROPRIATE CLEARANCES FOOTING � r�o ELEVATM �+- �+. ►�o B"ATM ""'. SHEET INDEX..
coNrnncraz owri� (� � � I ELEVATION
FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING. C + � C
� 12� PROPERTY
� s � INSTALL POLYETHYLENE
bt 1�' MIN. 1 - TITLE SHEET AND INDEX MAP
K �� � PLASTIC NT MATERIAL
RETAININGw�- WICK JOINT' EQUIVALENT 2 - PRECISE GRADING PLAN
WHEN REQUIRED,
GARAGE FLOOR ElEVA710N g � �
BY SEPARATE PERMIT AREA DRAIN K 4 T •p °'• � 1 - - e e D
UNDERGROUND SERVICE mar '�
p
Le RIGHT-OF-WAY PA
e SIDEwux o � o I 9' � 6' 2' MIN.
CAW
M1 FRE CURBR"�
7
uNooe SIDEWALK DRAIN SECTION B-B
1- 227-2600
TYPICAL LOT TYPICAL SIDE YARD-DRAINAG PRIVATE DRAIN THROUGH CURB DETAIL
7W0 WORKING DAYS BEFORE Y'OU DIG NO SCALE NO SCALE NO SCALE LD05-059GR
CONSTRUCTION RECORD DATE BY REVISIONS DATE ACC'D BENCHMARK IIIIIIIIIIR
Hall & ForemanInc. o�a�, No.
SCALE tR°FEu�o ■■R � RECOMMENDED BY: DATE:
� �-Surnying� � CITY OF TDEPARTMENT OF PUBLIC WORKS
coN7TtAcrat RIVERSIDE couNTY Boo-s2-a9 197o HOIezalrAL .`O� �� 4X13 •ti• Pok o,o• T.rla.+.. a. .9lis
BRASS DISC SET 1' EAST OF CONCRETE POST MARKER " Np, �� _ ^'". �� �'"� �� �� �-"� ACCEPTED BY: � � DATE:
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PAU1 ROAD „s s�ow�, s �. .-�-.� ; PREPARED BY: RONALD J. PARKS PRECISE GRADING PLAN
INSPECTOR FROM POST OfF10E AT TEMECUU 29' N.E. OF THE � * , / DEPUTY DIRECTOR OF PUBLIC WORKS TR. 29798 PH. 6, LOTS 34. 35, �-�
PAVED ROAD 5 N.W. OF TEL POLE NO. 6295, C.W.T. 3' � .�
DATE COMPLETED S.W. OF 36' CONCRETE STANDPIPE. ELEV. 1039.378 ��� ��' CA``Fd� W. DOERGES DATE:
R.C.E. No. ,as EXP. DATE 6-30-M, 19744,c.�. No. �9� oc�r�s siaoios TITLE SHEET SH T. 1 of 2
J.N. 34003 340032401 05/26/06
PAD 1067.4 PAD 1068.9
41.00 „--
665.9 62.20 66.9 67.3
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_----- WALLABY W
CONSTRUCTION NOTES
I �
m 4" PVC SDR-35 DRAIN PIPE ILLr n
(2)CONSTRUCT PRIVATE DRAIN THROUGH CURB cv 45
PER C.O,T. STD 303 MODIFIED PER DETAIL r 4 . ��
SHOWN ON TITLE SHEET
INSTALL 4" AREA DRAIN
W SERVICE ALERT DATE BY DATE ACC'D BENCHMARK E SSS moor Hall & Foreman Inc. Drawing No.
SCALE v q o,�` Engineering■■!r . .Planning r L � A� RECOMMENDED BY. DATE. �� CITY 0 F TEMECULA DEPARTMENT OF PUBLIC WORKS
p SEE SHEET NO. 1 ��� ' "�
CALL' ��y HORIZOWAL �. �s IM13 Ndw F k � Tonwli. C& l��o
1 VLDL F v! Rm. $51 9776-3721 Fac. $51 W- Mi �� DATE:
NO. 126 AD PRECISE GRADING P
1-- 0 -227 -2E00 As sHawN . 16-30-0PREPARED BY: RONALD J. PARKS 2
11,111 -0� DEPUTY DIRECTOR of PUBLIC WORKS TRACT N o. 2 9 7 9 8--9, PHASE 6
I , 1 -1-0of. ���° ° - � LOTS 34935 40 44 WORKING CAR.C.E.Ne. 16326 EXP. DATE 6-30-05 R.C.E. No.19744 EXPIRES 9/30/05SHT. 2 OF 2
J.N. 34003 340032402 PHS6 05/26/05