HomeMy WebLinkAboutTract Map 30264-1 Lot 75-78 Precise Grading CITY OF TEMECULA GRADING NOTES
1. ALL GRADINGAND RELATEDCTIVITIES SHALL CONFORM TO THE GRADING, EROSION
_
PRECISE GRADING PLAN SEDIMENT L ORDINANCE NO. , AND, IF APPLICABLE, T THE STATE T
RESOURCES CONTROL BOARD NPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES.
TR
I . PA I . 2. BUILDING PAD AND DRAINAGE SWALE SLOPESALL BE A MINIMUMF 1%. DRAINAGE
MUDSILL SWALES SHALL BE A MINIMUMF .2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2'
AY FROM 'THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AY F ALL
MODELS FOR AREA 2C UPPER PAD a .._�... � _ 14 I �N. EXTERIOR ALLS AT NOT LESS THAN Y4a„ PER FOOT FOR A MI I NIMUMOF 3 FEET.
FINISHED -MUDSILL
RAINBOW CANYON . MAXIMUM CUT AND FILL SLOPES SHALL BE 2: 1.
ELOWER-� 4. PROVIDE, AS APPLICABLE, CONCRETE BROW DITCHES DESIGNED TO CONVEY 100-YEAR
LOMA LI A
r 40 21ro . � � I . � � . ST FLOWS, PROVIDE GRADED BERMS, AL THE T F ,ALL GRADED SLOPES
OVER IN VERTICAL HEIGHT OR THAT ARE ADJACENT T GRADED AREAS TO DIRECT
ROAD 3 07
LF . . I m SURFACE OFF AWAY F E T F SLOPES.
e
TR. 29305 0% I 4 . ALL GRADING SHALL DONE UNDER THE SUPERVISION F A REGISTEREDCIVIL ENGINEER,
~- L I SOIL ENGINEER ENGINEERING G . L GIST SHALL CERTIFY THAT ,ALL FILLS AVE
?P� E PROPERLY LACE AND WHO SHALL SUBMIT A FINAL COMPACTION PCT FOR ALL
70 NO SCALE FILLS OVER 1' DEEP.
m
77
/L G. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TTHE CITY OF TE ECULA'S PUBLIC WORKS
LF VALLEY ILL IDEPARTMENT A ITT CERTIFICATIONF COMPLETION OF ROUGHGRADING
V1__C1_N_1TY MAP- INDEX MAPACCORDANCE IT THE APPROVED GRADING PLA I T ISSUANCE OF THE BUILDING
SCALE'. " � � . .. � e � i I PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE,
ELEVATION AND LOCATION F CUT /
PROJECT SITE 2C 12" MIN. ABOVE PAD ELEV. FILL SLOPES.
TR. 30264-1 73 A
7. FINAL COMPACTION REPORT ILL EREQUIREDFOR ALL FILLS GREATER THAN ONE FOOT.
PAVING NOTES. 72 6*@MIN. ,1
VARIES
-- .1 11_0 . . ALL GRADING SHALL BE DONEIN CONFORMANCE WITH RECOMMENDATIONS OF THE
PRELIMINARY SOILS INVESTIGATION FOR TRACT 30264 BY PACIFIC SOILS ENGINEERING I C.,
MINIMUM I LOT GRADE SHALL1. TR. 29305 70 DATEDMAY 21, 2004. TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE
. MINIMUM GRADE FOR RIBBONI T. Y' I � �61 SUBMITTED T THE PUBLIC KDEPARTMENT IC SHALL INCLUDE FOUNDATION
FOR EAR L V SIGN RECOMMENDATIONS CERTIFICATION THAT GRADING H S BEEN DONE IN
THAN ' IEIGHT_ MIN. CONFORMANCE WITH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS REPORT.
. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL SUBGRADE
PRIORSURFACES TO PLACEMENT OF PAVING. . THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS I
ASPHALTICI APPLIED VA CE REQUESTING FINISH LOT GRADE AND DRAINAGEINSPECTION. T IS INSPECTION
FOLLOWINGFOURTEEN (14 DAYS) THE ASPHALT
UST BE APPROVED I TO BUILDING PERMIT CLEARANCE FOR EACH LOT.
SURFACINGLL BE APPLIED AT A RATE OF 0.05LL _._._ _ _ -__
YARD, UJ
SQUARE ASPHALT EMULSION SHALL CONFORM TO SEC11ONS 37, ___m _._.. __. _ _ IGH POINT I
'
,
PUBLIC WORKSDEPARTMENT PHONE: 1 4- 11
39, AND 94 OF THE A _STATE TIG N-0.1
MODELTYPE FINISH FLOOR " 10. CUT AND FILL SLOPES SALL BE PROTECTEDIT A COMBINATION OF EROSION AND
SUBDIVIDER5. THE T LL APPLY TO THE CITYL
SEDIMENT CONTROLS TOP T CT THE SLOPE FROM EROSION AND INSTABILITY U I G
DEPARTMENT OF IH POINT PAD TU LIPERMIT TEGRADING P S .
I6N DEEPENED FOOTING MIN.WITHIN CITY RIGHT-OF-WAY. . L
PER PLAN _..
11. POST-GRADING ACTIVITIES SHALL INCLUDE, UT NOT BE LIMITED TO, INSTALLING, E
. THREE INSPECTIONS I Y THE DEPARTMENT OF FINISH FLOOR ELEVATION APPLICABLE, G U COVER, TREES, SHRUBS O A COMBINATIONTHEREOF E F I
LI , I T - TIO �$ ACCORDANCE IT CITY CODES IO TO THEAPPROVAL OF FINAL INSPECTION. E SLO S
COMPLETIONBASE GRADE I T L „ I . FF 1 70.17 p PA ELEVATION AA �: . OVER ' I VERTICAL HEIGHT SH LL V PERMANENT IRRIGATION SYSTEMS IT C
7. THE ING OF THE 5 ' PA X70 G � 11 „� FILL DISPOSAL
° __ FLOWPREVENTION DEVICES PER THE U. .C.
CONTRACTORL L SPONSI COSION ANDT L ALL I PAD ELEVATION MIN. IN. PAS} ELEVATION MIDI. 4•' I . 2 SAND
PROPOSED WORK AREA, AND , PAD GLADE
12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND TIL THE GROUND HASUTILITIES. I LL BE INFORMED 48 HOURS PRIORBEGINNING C __ G LENGTH DEEPENED- CLEARED OF WEEDS, DEBRIS, T 1L A OTE DELETERIOUS MATERIAL. IFOF CONSTRUCTION AT (909) 1 . FOOTING ( .F.) .
STEEP SLOPING TERRAIN CC S UPON WHICHFILL IS TO BE PLACED, THE TERRAIN UST
COMPACTIONI I LL
ENHANCED ELEVATION
_..E P ER -PROPERTY LINE BE CLEARED, KEYED, BENCHEDI T FI NATURAL IL F FULL SUPPORT. A
PERCENT COMPACTION OF BASE PRIORLL SECOND INSPECTION ___ ___ ___ REGISTERED CIVIL ENGINEER, S IL ENGINEER OR ENGINEERING GE L GISTS ALL APPROVE
AND A PLACEMENT OF ASPHALTI PLACEMENT F FILL..
RETAINING ALS.,-�-�-�---� .- *FOR SLA CONSTRUCTIONSEE ARCHITECTURAL PLANS
WHEN .
. TISEPARATEEPS IT F=1069. 1007
. r 13. TEMPORARY DRAINAGES ALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES
SHALL BE COORDINATEDY THE CONTRACTORIL I _-- - AEI STALLED. PROTECTIVE MEASURES SHALL BE IMPLEMENTED TO PROTECT C J I I G
PROJECTAND THE INSPECTOR, ALL GRADE INSPEC11ONS WILLIN oP/IA GARAGE FINISH FLOOR ELEVATION AND
F G OPERATIONS.PROPERTIES F SILT DEPOSITIOND PONDING ATEDURING
CONJUNCTION NTH OR PRECEDED BY COMPACTION TESTING. R/W IGT
O S.
10. FINAL PAVEMENT STRUCTURAL SECTION DESIGNLL BE SUBMITTED 60. LEGEND
I T LI L I I Y I G 14. ST SHALL . ECONTROLLEDYMETHODS APPROVED Y E CITY ENGINEER.
TO
PLACEMENT MATERIAL. THE DESIGNLL ADHERE TO THE
FINISH T NO. 15. STABILITY CALCULATIONS WITH A FACTOR-OF-SAFETY OF AT LEAST ONE AND
HIGHWAY
L T I VALUE YARDDRAINAGE T 1 ®1 L FIVETE T S (1. ) SHALL E S ITTE T T E PU LIC K A T T Y AI L L A T
REGISTEREDCIVIL ENGINEER, SOIL EI E
, ENGINEERING EEI
SHALL BE CONDUCTED G GE LOGIS FOR CUT AND I T NO. 301 AND SHALL NO SCALE N.T.S. FL FLOW LI Y
REGISTEREDBE PERFORMED BY A I L ENGINEER. THE NUMBER AND LOCATIONS INV. INVERT FILL SLOPES OVER IN VERTICAL HEIGHT.
TESTSOF THESE LL BE SUBJECT TO APPROVAL BY THE DIRECTOR
PUBLIC WORKS. FF FINISH16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SI-TALL SUBMIT CERTIFICATION
RETAINING L FBUILDING A ELEVATIONS. WHERE SPECIFIC ELEVATIONS A REQUIRED, "THE
11. LT L T L I FINISH ELEV TI ( IT ES ECT T S LEVEL) S LL E GIVE . IFA ELEVATI WITH
CURRENT203-6 OF THE SPECIFICATIONS I 1 e EXISTING T RESPECT T ADJACENT G SURFACE ISREQUIRED, THE ACTUAL DISTANCE ABOVE
CONSTRUCTION. L LL L I L PROPOSED CONTOURS T ADJACENT G SHALL GIVEN.
MINIMUM I I INCHES, I I I INCHES
°L
ASPHALT CONCRETE SECTIONS GREATER THAN 3 INCHES SHALL CONTAIN9G.B. GRADE BREAK INOMEMEMEMMM DEEPENED TING 1 . EROSION AND SEDIMENT CONTROL; THE PERMITTEE SHALL ABIDE Y THE REQUIREMENTS
BASE COURSE OF , A MINIMUMI INCHES.
OUTLINEDI THE CITY OF TEMECULAG f , EROSION AND SEDIMENT CONTROL
1 L I T s LI (::fDORDINANCE . 04-04 THROUGHOUT THE TI F THE P ..PROJECT, INCLUDING
I G
. `D a 45-00' 4 .00' ADHERENCE TO T STAT DES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.
4 . ' � I � � s � � 1� L I
ARCHITECrS PLANADDITIONAL INFORMATION
TW TOP OF L (:E�D ENHANCED SIDE 1 . EXISTING DRAINAGE COURSES SHALL CONTINUE T FUNCTION DURING THE RAINY SEAS
DRAINcn 4" PVC SDR-35 I 1 RIGHT ELEVATION O OBSTRUCTION OF FL PLAINS NATURAL TER COURSES S ALL E PERMITTED.
DRAINENHANCED SIDE
1A 2A 3A 4A 4, AREA 1 TF T (EDL L
. I 1 _ . ALL PROPERTY CORNERS SHALL. BE CLEARLY DELINEATED IN THE FIELD PRIOR T
LO 00 6" AC DIKE PER STD DWG No. 214 42 LF SHEET DETAIL SHOWN COMMENCEMENT OFA Y CONSTRUCTION/GRADING.
SIDEWALKG GARAGE I TIL HEREON 1 EA NOTICE TO CONTRACTORS 20. THE PERMITTEE MUST OBTAIN AN ENCROACHMENT PERMIT PRIOR "TO ANY WORK WITHINA
WHEELCONCRETE STOP 8 EA PUBLIC RIGHT-OF-WAY.
DRAIN@) 30 PVC SDR-35 I 12 LIF
CONTRACTORLE AND COMPLETE RESPONSIBILITY
1. APPROVAL THESE PLANS THE CITY' OR I 1 I PROJECT, INCLUDING ,S NOT RELIEVE THE
ALLPROPERTY' I REQUIREMENT LL L LY APPLICANT A HIS ENGINEER F T RESPONSIBILITY F THE CORRECTION F
BUILDINGI
AND NOT BE LIMITED I LL ERRORS OR OMISSIONS DISC V U f G CONSTRUCTION. UPON REQUEST, THE
SCALE 150' DEFEND, INDEMNIFY I Y APPROPRIATE L REVISIONS SHALL BE PROMPTLY SUBMITTED TO THE CITY ENGINEER
FOOTING T. DE DEEPENS AND ALL LIABILITY, REAL OR ALLEGED, I FOR REVIEW AND APPROVAL.
fWORK ON 'THIS PROJECT, EXCEPTING FOR LIABILITY I_ ING FROM THE SOLE NEGLIGENCEp °
P OF THE OWNER OR
ENGINEER. 22. THE ISSUANCE OF THIS PERMIT Y T CITY F T ECULA S NOT IMPLY O PROVIDE
. ANY CLEARANCES FROM STATE OR FEDERAL AGENCIES REGULATINGTE PROVISIONS OF
LENGTH OF
STATE OR F.. E AL ENDANGERED SPECIES ACTS OR WATERQUALITY REGULATIONS. THE
Bmp 0. EV@
DEEPENED FOOTING (DAF,) CONTRACTOR/OWNER/DEVELOPER IS RESPONSIBLE FOR OBTAININGTE APPROPRIATE �
CLEARANCES FROM THESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
VARIES,, * MIN, TO
-G$ + EXTRA DEPTH FOOTING UNDERGROUND STRUCTURES
II
PER PLAN, MAX. EARTHWORK QUANTITY ESTIMATE NOTIFICATIONS OWN ER /D EVELOP ER
PAD ELEV ALL UNDERGROUND UTILITIES
EXAMINEDS REPORTED BY THE OWNER OR OTHERS CUT FILL AND THOSE SHOWN ON THE RECORDS INDICATED I T LL L I I STANDARDPACIFIC
/VMINA200 a
I L w L I I255 EAST RINCON .
PROCEEDINGEXCAVATION 250 C.T. CORONA CA 92879
T TO ASSUME LIABILITY
Underground r IAlert C.Y. TO HOLDI L FOR ANY DAMAGES RESULTING FROM THE EXISTENCEI F TEMECULA DEPARTMENT OF PUBLIC1 11 951-372-8500
OF UNDERGROUND UTILITIES OR STRUCTURESNOT REPORTED TO THE UNDERSIGNED;
TSUBSIDENCE SOILS ENGINEER INDICA N PUBLIC RECORDS LCA AT VARIANCE ATUDEOUSECLET� 1� 720G IS TOLL FREE NOTETHE EXPOSED PORTION OF" THE DEEPENED FOOTING
PACIFIC SILGIEEINICSHALL DE FOIMED, REPO 0 S N RECORDS EXAMINED. E CONTRACTOR I REQUIRE T TAKE BUILDING AND SAFETY
DUE °wY MEASURES TO PROTECT LI 771 Y T1 IMPORT/EXPORTANY I T
SITE. .,
I 111 I I
I
227-2600
TYP. EXTRA DEPTH FOOTING I I I I L L RESPONSIBILITY T LI 171 { f
N.TS, TOTALS 250 C.Y. 250 C.Y. APPROVED
sAz
WOWI STARTINGTWO
CONCERNED BEFORE . 100, , I 7* ' '" ..
IN,
CONSTRUCTIONI ,
tt r I
SCALE gPUBLIC
RIVERSIDErve in .Planning-Landscape Architecture
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CONTRACTORC1 TY OF TEMECULA
Thr 9 fgrid Circle T I , Co. 92590AS DISC SET 1, AST F CONCRETE POT E IT L
Pnn. 961 294-9300 Fox. 9 i 294-9401
. 21914 CCEPD Y. -
10
STAMPED RESET, ILEAS.E. ALN PALA A .
EXP. -
FROM ST OFFICE AT C LA 2N.E. OF SHOWNAS RONALD J. PARKS b .,
INSPECTOR PA OA ' TEL. POLE , C.W.T. ' . �..n.. EPI DIRECTOR f LIC RKY m
1996
w m E
. VERTSL S.W. FCONCRETE STANDPIPE. ELEV. . 7 1 Yo TERICH DATE-' Q, "pMODELS FOR AREA 2C
ATE COMPLETE R.C.E. 21914 XP. R.C.E. No. 1 744 EXPIRES qZjQZ0:1 SHT. 1 OF
INSTALL T YJOINT
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SCALE: 1 20'
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REVIEWED FOR COMPLIANCE NTH TITLE
24 DISABLED CCE IBLITY
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UNDERGROUNDSCALE 1 all Ora Inc. W WZ/Z^_�24
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J. Engineering P Surveying P Planning a Landscape Architecture
DEPARTMENTCITY OF TEMECULA
OF PUBLIC WORKS
Y " ,.
W @ F @
PRECISE GRADING PLAN
AS SHOWN EXP. 6-30-07 RONALD
DEPUTY DIRECTOR OF PUBLIC WORKS E
<<
PARKSW `
-800-227-2600 SEE TITLE SHEET P R E. ED Y's
W @
VRIIC&
IVI W
ICH
@TRACT NO. 30264-1 , LOTS 75.,78 MODELS
pp
No. 19744 EXPIRES MODEL COMPLEX
C 9/30/07
ReCoEo No. 1 1 W W