HomeMy WebLinkAboutTract Map 30264-8 Lot 62-64 Precise Grading Plan CITY OF TEMECULA GRADING NOTES
1. ALL GRADING A ELAT ACTIVITIES SHALL CONFORM TO THE GRADING, ER SI
PRECISE GRADING PLAN
SEDIMENT C L ORDINANCE NO. , IF APPLICABLE, TO THE STATE WATER
40 RESOURCES C T L BOARD NPDES GENERAL PERMIT FOR CONSTRUCTIONACTIVITIES.
Q MIN. PA ' MIN. 2. BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE A MINIMUMOF 1%. DRAINAGE
A/ MODELS FOR AREA 2F ILL SWALES SHALL BE A MINIMUMF .2' DEEP AND BE CONSTRUCTED A MI I OF 2'
AWAY FROM THE TOP OF GRADED SLOPES. FINISH GRADE SHALL SLOPE AWAY FROM ALL
TRwA 30264=8 LOTS 62=65 UPPER:PAD EXTERIOR LLS AT NOT LESS THAN Y4PER FOOT FOR A MINIMUMF 3 FEET.
FINISHED ILL
MAXIMUM CUT A FILL SLOPES SHALL 2a 1.AI CANYON I N. -
_
LOWER__ . VI , S A LICA LE, C C TE R ITC S SIG E TO CO VEY 1 —YEA
L LI I . STORM FLOWS, OR PROVIDE A E S, ALONG THE TOP OF ALL GRADED SLOPES
ROAD MINO V . ' IN VERTICAL HEIGHT OR THAT ARE ADJACENT T A E AREAS TO DIRECT
3 01.
C LF . 0 I SURFACE FFA AY FROM THE TOP F SLOPES.
I a. ALL GRADING SHALL E E THE SUPERVISIONOF REGISTERED CIVILENGINEER,
, .
REDHAWK PKWY
SOIL ENGINEER O ENGINEERING G OL GIST SHALL CERTIFY THAT ALL FILLS AVE
1 X. I BEEN PROPERLY LACE AND WHO SMALL SUBMIT A FINAL COMPACTION EP T FOR ALL
NO SCALE FILLS OVER 1' DEEP.
L . AREGISTEREDCIVIL ENGINEER SHALL SUBMITT THE CITY F TE CULA'S PUBLIC WORKS
VALLEY L.L Y ILL _ ____. IDEPARTMENT A WRITTENCERTIFICATION F COMPLETION F ROUGHGRADING I
VICINITY MAP« « «
_ ' I . I « -FII ACCORDANCE WITH THE APPROVED GRA I PLAN PRIOR TO ISSUANCE OF THE BUILDING
PERMIT. CERTIFICATION SHALL BE TO LINE, GRADE, ELEVATION AND LOCATION F CUT /
PROJECT SITE 1 I FILL SLOPES.
.
TR. 02 -8 . FINAL COMPACTION EP T WILL BE REQUIRED FOR ALL FILLS GREATER THAN E FOOT.
fflx. 8. ALL GRADING S ALL E I CONFORMANCEWITHRECOMMENDATIONS OF THE
PRELIMINARY S ILS INVESTIGATION FOR TRACT Y PACIFIC SOILS ENGINEERING I C.,
DATEDIL JQ
MAY 21, 2004. TWO TS OF THE FINAL COMPACTION REPORT SHALL E
I ® — SUBMITTED TO THE PUBLIC WORKS DEPARTMENT WHICH SHALL INCLUDE FOUNDATION
ESIRECOMMENDATIONS A CERTIFICATION THAT GRADING AS BEEN DONE I
FTHAN_ I L I T° I . CONFORMANCE WIT THE RECOMMENDATIONS OF THE PRELIMINARY S ILS REPORT.
. THE CONTRACTOR SHALL NOTIFY THE PUBLIC WORKS DEPARTMENT AT LEAST 48 HOURS IN
55.00' ' . ' INDEX MAP NO SCALE NO SCALE ADVANCE E U STI G FINISH LOT GRADE DRAINAGE I SPECTIO . THIS INSPECTION
100' UST BE APPROVED PRIOR TO BUILDING PERMIT CLEARANCE FOR EACH LOT.
T
PUBLIC WORKSDEPARTMENT PHONE: ( 1) 4 11
t CONSTRUCTION NOTES QUANTITIES
1C 1D $ , , 10. CUT AND FILL SLOPES SHALL BE PROTECTED WITHCOMBINATION OF EROSION AND
FINISH FLOOR ' SEDIMENT CONTROLS TO PROTECT 'THE SLOPE FROM EROSION ADINSTABILITY U RING
m 1 INSTALL I I I ( ) ..............a.......a...«..............................a..1 L . , _j THE GRADING PHASE.
_ INSTALL_ . I " YLLT Lnm....................
.3 EA . . �� . �
11. POST—GRADING ACTIVITIES SHALL INCLUDE, BUT NOT_ ELI ITER TO, INSTALLING,_
WHERE
A, APPLICABLE, GROUND COVER, T EES, SHRUBS A COMBINATION THEREOF� IN
I. L I DETAIL T Rona..o.nw«m0000woo«•oaamoamom«.«.aa.oa.waammw.ow.a«ooa.oomaaawaaa ^^^ 1 a MIN.
ACCORDANCE IT CITYCODES I THEAPPROVAL OF FINAL INSPECTION. SLOPES S
ASPHALT ! ILawa«.m.seam«a.mawa«aa.amaaa.w..aw.w«aw.mm««a.«maw.3825 SF - — -- -------- OVER ' IN VERTICAL HEIGHT SHALL HAVE PERMANENT IRRIGATION SYSTEMS WITH BACK
FLOW PREVENTION EVICES PER TH . .C.
.00' " AC DIKE1 «ma.aw««aamaaa«anew.««w.a.w«wwa.wa..aaaaaa.aaa...a«Dema««nmam.««mama..«..«a.m«a 214 L
gay . .
" SAND
CONCRETE 12. FILL MATERIAL SHALL NOT BE PLACED ON EXISTING GROUND UNTIL THE GROUND AS
L STOP......«.....a...w.a.....«a........a......................w........................................7 EA FILL DISPOSAL
PAD GRADE °��� E CLEARED F WEEDS, DEBRIS, TOPSOIL A T DELETERIOUS MATERIAL. IF
E 27A El H c q I . .T. 1.............maw....«...............a................a 1 STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, THE TERRAIN UST
(SEE LANDSCAPE ARCHITECT'SL I L IFOUNDATION CONSTRUCTION SECTION
E CLEARED, KEYED, A E CHE INTO FIRM NATURAL SOIL FOR FULL. SUPPORT.
REGISTERED CIVIL ENGINEER, S IL ENGINEER ENGINEERING GEOLOGIST SHALL APPROVE
' WE INSTALL I I I ( ) ............................................................36 LF PLACEMENT OF FILL.
NO SCALE
*FOR SLAB CONSTRUCTION SES: ARCHITECTURAL PLANS* 13. TEMPORARY DRAINAGE SHALL BE PROVIDED UNTIL PERMANENT DRAINAGE STRUCTURES
ARE INSTALLED. P T "CTIV EASU ESS ALL BE IMPLEMENTED TO PROTECT ADJOINING
F- AND DOWNSTREAMPROPERTIES FROM SILT DEPOSITION AND PONDING WATER DURING
GRADING OPERATIONS.
55.00' 55.00' 55.00'
_Lmw�w� FS FINISH SURFACE LEGEND SHEET 14. DUST SALL ECO TOLL YMETHODS AP OVER. Y 'THE CITY ENGINEER.
A c -1 . STABILITY CALCULATIONS WITH A FACT -OF—SAFETY OF AT LEAST ONE AND
A _ HIGH P 1091.30 FIV TE T S (1. ) SHALL BESU ITTE TO THE PUBLIC WORKS DEPARTMENT BY A
L ! TIS .OLTYPE FL FLOW ELEVATION TREGISTEREDCIVIL
S IL ENGINEER,
O ENGINEERING GEOLOGIST FOR CUT AND
E FILL SLOPS OVER Cm I VERTICAL HEIGHT.
INV. INVERT NUMBER
DEEPENED FOOTING _-. 069.06 1069.06 TYPE 16. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT CERTIFICATION
PER PLAN mm
FF FINISH L RETAINING LL OF BUILDING PAD ELEVATIONS, WHERE SPECIFIC ELEVATIONS ARE REQUIRED, THE
GFIF GARAGE 35FINISH FL ELEVATI FINIL ELEVATION (WITH RESPECT T E SEA LEVEL) SHALL GIVEN. IFA ELEVATIONIT
57.0 ' 7.QC�' 57,00' 3CR (0
Vr PAD .EATI I T« RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE ACTUAL DISTANCE ABOVE
' IHm --
PAD ELEVATI I� � � L LI L CONTOURSPROPOSED THE ADJACENT GR U SHALL E GIVEN.
. _. FF . L
107
PAD=1069.50 � __.mm
NIGH POINT OFOOTING 4' MI 4. ELEVATION—OFTIM—IN. G.B. GRADE BREAK 17. EROSION A SEDIMENT CONTROL; E E ITTE SHALL ABIDE Y THEREQUIREMENTS
Pr)`� H `� PA- OUTLINED IN THE CITY OF
T C LAGRADING, E SI A SEDIMENT CONTROL
TI
' LENGTH F DEEPENED-- ORDINANCE . —� 4THROUGHOUT THE ATI F THE PROJECT, INCLUDING
_
GARAGE GARAGE GARAGE FOOTING ( .r.) %
I Y, L ADHERENCE E CE TO THE STATE NPIDES PERMIT FOR CONSTRUCTION ACTIVITIES, IF APPLICABLE.
ENHANCED ELEVATIONif
51 SIDE
PER P PROPERTY LI ' T L RIGHT 18. EXISTING DRAINAGE. COURSES SALL CONTINUE TO FUNCTION THE RAINY SEASON.
RETAINING ALL, PELEVATION MIN. MIN, ELEVATION � ° F TOP OF FOOTINGOBSTRUCTION F FLOOD PLAINS OR NATURAL WATER COURSES SALL BE PERMITTED.
(ID
NO
H lRa, " ° IL L T L
1° SEPARATE PBT FF=19.6°7 ' 1 19. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
SHEET DETAIL SHOWN COMMENCEMENT OFA Y CONSTRUCTION/GRADING.
GARAGE FINISH FLOOR ELEVATIONto
- RIGHT—OF—WAY .
2D. THE PERMITTEE
ST OBTAINTAI AENCROACHMENT ITP IO TOA Y WITHINA
BUILDINGY I _ PUBLIC RIGHT—OF—WAY.
. c M T HE SHALL ASSUME SOLE L RESPONSIBILITY
SCALE
JOB SITEI IPROJECT, INCLUDING SAF 21. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES NOT RELIEVE THE
ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENTL APPLY CONTINUOUSLY APPLICANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION F
TYPICAL LOT 21, mPL T BE LI I L I I T LL ERRORS O OMISSIONSDISCOVEREDU I G CONSTRUCTION. UPO E U ST, T E
, INDEMNIFY T ENGINEER L Y APPROPRIATE PLA REVISIONS SHALL E PROMPTLY SUBMITTED T CITY ENGINEER
ELEV.
er. �...E V FOOTING TIS E DEEPENE.. . a a / �- AND
00
F e F r C�,�. .. L LIABILITY, ., _.. _ ALLEGED, I _ I- _ FOR REVIEWA VAL.
`�a '�""
WORK ON THIST, EXCEPTING FOR LIABILITY I ING FROM THE SOLE NEGLIGENCE
ARIES, MIN, TO . 22. T ISSUANCE OF THIS PERMIT Y CITY F TE ECUL ES O IMPLY PROVIDE
� 20ANY CLEARANCES F ..STATOR FEDERAL AGENCIES REGULATING THE PROVISIONS F
EXTRA DEPTH FLOUTING STATE OR FEDERAL ENDANGERED SPECIES ACTS OR WATERQUALITY REGULATIONS. THE
°
PER LAN, MAX, TYPICAL SIDE YARD DRAINAGE
AD LLEV _ DEEPFOOTING ( ,F,) CON TRACTOR/OWNER/DEVELOPERIS RESPONSIBLE FOR OBTAININGTE APPROPRIATE
NO SCALE CLEARANCES FTHESE AGENCIES PRIOR TO ANY SITE DISTURBANCES OR GRADING.
NOTIFICATIONS
12'
I G.
?' T N. UNDERGROUND STRUCTURES
EARTHWORK QUANTITY ESTIMATE STRUCTURES
EXAMINEDCUT FILL AND THOSE SHOWN ON THE RECORDS
T L TI Y LL LI I
�_..� ..,_._..� LL LI �a Y I Y I TI . I
INDICATED THEIR E 1 1 I I 1
_ I L T. YPLANS
20
NO1 THE. EXPOSED PORTION OF THE DEEPENED FOOTING . � � _ __ _ I F C L LI 1 11 MARGARITA, CA 92688
SHALL DE FORMED, EMBANKMENT _ I I T T T LIABILITY
Underground Service Alert TO HOLD UNDERSIGNEDL LEXISTENCE
SUBSIDE CE __ OF UNDERGROUND I LI TI 1(800) 227-2600 949-858-4980
. T T I T ALERT:
MEXTRA DEPTH FOOTING INDICATED LI D EXAMINED; LOCATED AT VARIANCETHAT SOILS ENGINEER 11 R
IIS TOM FREE N,T, , SHRINKAGE
EXAMINED. THE CONTRACTOR IS REQUIREDTAKE BASIS OF BEARINGS PACIFICI I I I . BUILDING
1-800 DUE PRECAU11ONARY MEASURES TO PROTECT THE UT1LITIESF BASIS OF BEARINGS IS THE CENTERLINEL 7715 CONVOY COURT REVIEWED FOR COMPLIANCE
227-2600 IMPORT/EXPORT ANY OTHER UTILIT1ES OR STRUCTURES FOUND T THE SITE. IT SHALL BE THE PER RECORD OF SURVEY BOOK 100, PAGE 28, IE w '28"W SAN DIEGO CA 92111 24 DISABLED S51BLITY ONLY
CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE OWNER OF THE UTILITIES OR STRUCTURES TOTALS C.y. 150 C.Y. APPROVED 1 BY: 7 /
WORK.
WOWINQ
IN NAME Drawing T Y REVISIONS
. . Inc.SCALE � BY.-
RIVERSIDE TY 1970 J. Engineering«Surveying«Planning m Landscape Architecture CITY OF TEMECULA DEPARTMENT OF PUBLIC
CONTRACTOR BRASS I 1' EAST OF CONCRETE POST MARKER HORIZONTAL — Throe Mott" grid Circle Tom 1o, C . 92590
STAMPED 68 RESET, 2.9 MILES S.E. ALONG PALA ROAD « 1 hn. 951 294--9 Fox. 951 2949 1ACCEPTED BY:
L14 qo�
AS SHOWN 6-30-07
RONALD J. PARKS PRECISE GRADING PLAN
FROM
TI LN.E.T W1,4 t, DIRECTOR LI
as a a�m
C WORKS
PAVED ROAD 5' N.W. TEL. L . , C.W.T.
« w . «
MODEL COMPLEX
VERTICAL
S.W. OF 36' CONCRETE STANDPIPE. a 1039.378 i ► J.
I ,° DATE:
DATE L T « m . 1R.C.E. . 1 7 I 7 «
* «
PAVING NOTES
1 Q87.97 1. MINIMUM PARKING LOT GRADE SHALL BE 1 OOX
1086.5Q
RIM_ RI 2. MINIMUM GRADE FOR RIBBONAIN SHALL BE 0.50 PERCENT.
Y.
. AN APPROVED SOIL STERILIZER SHALL BE USED ON ALL
SURFACES r 1
PRIORL PAVING.
1087.92
ASPHALTICI L LAPPLIED
1087.41
TFOURTEEN (14 DAYS)
FOLLOWING PLACEMENT OF THE ASPHALT
T
r J \
SURFACINGLL BE. APPLIED AT A RATE OF 0.05
^
SQUARE YARD, ASPHALT EMULSION SHALL CONFORM TO SECTIONS 37,
39v AND 94 OF THE STATE STANDARD 1
II
j t 4
5. THE SUBDIVIDERT LL APPLY TO THE CITYL
DEPARTMENT OF PUBLIC WORKS FOR AN ENCROACHMENT PE IT FOR
WITHINa7r,a' ALL WORK I T RIGH6. THREE INSPECTIONS ARE REQUIRED BY THE DEPARTMENT OF
T—OF—WAY.
PUBLIC WORKS, ONE INSPEC11ON AT SUB—GRADE M L TI , T
BASE GRADE COMPLETION AND DURING PLACEMENT OF ASPHALT PAVING.
LO C�*
7. THE CONTRACTOR SHALL BE RESPONSIBLECLEARING
RELOCATIONPROPOSED WORK AREA, AND LL EXISTING
UTILITIES. THE CITYL BE INFORMED 48 HOURS PRIORTO BEGINNING
1. �— '
TI 11.
x
_� SHALL CERTIFY 95
T YSOILS w 24 PERCENT COMPACTION OF BASE PRIOR L SECOND INSPECTION
a 1 , ' • T . DAND A PLACEMENT OF ASPHALT PAVING.
61
60
.,r•r
PAD=1090.60 9. COMPACTION TEST OBSERVATION OF SUBGRADE OR BASE ROCK GRADE
1y�q� F
NSHALL ... E COORDINATED Y THE CONTRACTOR E SOILS ENGINEER
W
AND THE PROJECT I o ALL INSPECTIONS LL I
...
150.22' CONJUNCTION NTH OR PRECEDED BY COMPACTION TESTING.
1088.82
.l
,.. . ,. .
,. . 1 � IL L I L BE SUBMITTEDTO THE
DIRECTOR OF PUBLIC WORKS FOR APPROVAL A MINIMUM OF
TEN DAYS PRIOR
THE
m 4
1 a2 {p ISHALL
4 ptm I T L .. I .
"s.,a.tie m...0"`y„�,x.,t n+>. ,A .^..r, . . ,,,,, „`s:ri,+ a a..W. 'fit a' � ,'�✓� .. �: � ... .,..(,f .
TRANS HIGHWAY
1 L T I L
L00
1 e ' I L I L 4 THE "R* VALUE TESTS
� n o
e y M
00 C5 J C5 mTC
COD)U_ ,, 5,,,,.... " L
SHALL BE CONDUCTED IN ACCORDANCECALIFORNIAT NO. 301 AND SHALL
can) FA., 00
BE PERFORMED BY A REGISTERED CIVIL ENGINEER. THE NUMBER AND LOCATIONS
ply g �°°•^q ��y , -,. �.... 0 .. ��,,.�. �...,,..# 5 .,... � � °'....4 ,� ,..:�. ..5,,...,. ,
,., tI
OF THESE TESTS LL J L BY THE
4 >s a
a
PUBLIC WORKS
elel
�
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1� L L I
,,,... II I I
m
n
CONSTRUCTION. ASPHALT L
MINIMUM I IS 2 INCHES, MAXIMUMI IS 3 INCHES
1 P4Cn ASPHALT INCHES SHALL CONTAIN
I m t. 4 MINIMUM I I R
�s. ;\^ I
1089-13
nr r, LO
F�... ..ru.F
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1089.33
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„neo"nn�. :.:day£,I}£st«:4fkW f k :'fit 'm\'��t £.171�w. /k�F: ,,. 4,.,.,, .r,,: .., slm�� �, £^,w."�;r f£'" (''� 1,.,,
6, SIKWAIX 4!
F`L OF PIPE 1 INSTALL REMOVABLE KUG
1' �.✓1..X }.kyrri�m�t��; £!i r`'`t.Snv<l:",� < e..,er' l,Y ^'"'M/p ..Rm
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stImt�Y 9
CURB �
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CP
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A
o
INSTALL TIC T
UA
A L *QUICK NTO OR EQUIVALENT
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CONSTRUCTION NOTES
@INSTALL I I I (SCH 40)
SCALENO INSTALL I Y L T (OR APPROVED EQUAL)
UNDERSIDEWALK DRAINTIL HEREON
0 " LT PAVING OVER COMPACTED NATIVE SOIL
DIKE PER STD DWG No 214
@CONCRETE L STOP
OCONCRETE SI L .T. STD DWG NO 401 0 10 20 40 60
(SEE LANDSCAPE ARCHITECTSL I LI )
@INSTALL —I I I ( )
GRAPHICAL SCALE
UNDERGROUND SERVICE ALERT
CALL:' TOLL FREE LD05- 211 G`R
1-800-227-2600 BUILDING T
REVIEWEDI
24 DISABLED I I
APPROVED
C WORKING DAYS BEFORE YOU DIC Y: ggpp
,^qdm u fcamran.�Fay,q� wp V(
Drowin No.
CONSTRUCTION Y SCALE /
Foreman,flall & YbCITY OF TEMECULA
DEPARTMENT LI
Engineering aSurveying a
Planning-Landscape Architecture
CONTRACTOR HORIZONTAL Three BetterWorld Circle T m colo, Cge 92,590
NO
1 I Ph. 951 29�— Fox"951 294-9301 Y:
SHEETSEE 1 AS SHOWN W UP. — ,— � �a 4 J S
PRECISE GRADING PLAN now=
I T I LI
MODEL COMPLEX
VERTIM
►VANTHONY J. TCDATE-
0
T 4
R.C.E. R.C.E. .T L 107
.`