HomeMy WebLinkAboutTract Map 22915-1 Lot 16-29 Precise Grading fi
GRADING NOTES
Q1. ALL GRAONG SHALL CONFORM TO THE UNIFORM BUILDING CODE CHAPTER 70. AS
' AMENDED BY ORDINANCE 457.
2. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPES SHALL BE IX DRAINAGE
Li ❑ SWALES SHALL 81 A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF
2' FROM YHE TOP OF CUT OR FILL SLOPES.
3. MAXIMUM CUT AND FILL SLOPES - 2.1.
4. PROVIDE A 5' WADE BY V HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL
SLOPES OVER 5' HIGH.
to R D D D 5. ALL GRADING SHALL BE DONE UNDER TRE SUPERVISION OF A COMPETENT SOILS
HBO CAUf �G ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND
FttA y WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.
Q� 6. A REGISTERED CIVIL ENGINEER SHALL SUBMIT TO THE CITY OF TEMECULA
� c^ ENGINEERING DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF ROUGH
GRADING IN ACCORDANCE NTH THE APPROVED ROUGH GRADING PLAN PRIOR TO
.o ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION SHALL BE TO UNE, GRADE,
ELEVATION AND LOCATION OF CUT AND FILL SLOPES.
D7. PROVIDE BROW DITCH. DESIGNED TO HANDLE 100 YEAR 0 STORM FLOWS, ALONG
ROF,O TOP OF CUT SLOPE.
E7=�.� WZAN NSS UAS w
S. FINAL FOOT. COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN W
9. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF
' THE PREUMINARY SOILS INVESTIGATION BY PACIFIC SOILS DATED 12/9/91
PROJECT 811 t: ~ TWO SETS OF THE FINAL COMPACTION REPORT SHALL BE SUBMITTED TO THE
ENGINEERING DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN
�A�T2291H RECOMMENDATIONS AND CERTIFICATION THAT GRADING HAS BEEN DONE iN
VICINITY MAP t CONFORMANCE NTH THE RECOMMENDATIONS OF THE PRELIMINARY SOILS
' REPORT.
N.T.S. 10. THE CONTRACTOR SHALL NOTIFY THE CITY OF TEMECULA ENGINEER
DEPARTMENT. TELEPHONE (909) 694-6411. AT LEAST 24 HOURS IN ADVANCE
REQUESTING FINISHED LOT GRADE AND DRAINAGE INSPECTION. THIS INSPECTION
Cffm m COW - MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL INSPECTION FOR EACH LOT.
- 11. CUT SLOPES EQUAL TO OR GREATER THAN 5' IN VERTICAL HEIGHT AND FILL ,
SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED
WITH GRASS OR GROUND COVER TO PROTECT THE SLOPE FROM EROSION AND
INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO THE APPROVAL
EARTHWORK OUA S OF FINAL INSPECTION.
: : ]:6 :::::::. 12. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED IhfMOM
�� FILL :;:;. . . ... . ;;;; 13. FINISHED GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS
THAN 1/2� PER FOOT FOR A MINIMUM OF 3 FEET.
: .: 14. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTiL THE GROUND HAS BEEN
VOL.IM 420 CYS 420 CYS t .. :::.... ... __
.. .. . . . ... .. CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL
: ; ............ .;.
.• . . •• ••• 15. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO
;; ;;;" ;•;•;••;•;•;• ; FUNCTION. ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND
.'�.' '' "..'. TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT TEC ADJOINING
. . . ... . .- . . . .... :......::. . PROPERTIES DURING GRADING OPERATIONS.
\ .... ......................... ;;; 16. EROSION CONTROL: ALL GRADED SLOPES SHALL BE PLANTED WITH ROSEA ICi;
; ;;• .;.• -.•;.• ;: ;; ; ;;; PLANT AT 12' ON CENTERS OR ANOTHER APPROVED GROUND COVER. SLOPES
OVER 15' IN VERTICAL HEIGHT, IN ADDITION TO GROUND COVER. SHALL BE PLANTED
: ;'t";:: ::. .: WITH APPROVED TREES, SHRUBS OR COMBINATION THEREOF. SHRUBS SHALL BE
:: ....:•�-: s PLANTED AT 10' ON CENTERS' TREES 20' ON CENTER; COMBINATIONS 15' ON
�f 9 ::: ".•:•.. ::..
'' CENTERS. SLOPES OVER 4' IN VERTICAL HEIGHT SHALL PERMANENT
NAGE PE
;:; ;: . ;.. :. ::: :. :::;:::;:;::::. IRRIGATION SYSTEMS WITH BACKFLOW PREVENTION DEVICES PER U.P.C.. CHAPTER 10.x.
PERMIT LIMITS :•:• : '•'•:•:•••••;•;•;•:•:•• • 17. ALL PROPERTY CORNERS SHALL BE CLEARLY DEUNEATED IN THE FIELD PRIOR TO
;' :;- ;' COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
_' ........•... 18. APPROVAL OF THESE PLANS BY THE CITY OR ITS AGENTS DOES-IWT RE'UEVE THE
;. . • ;. ;;:;:;. APPUCANT AND HIS ENGINEER FROM THE RESPONSIBILITY FOR THE CORRECTION OF
;.;.;.;..... ;.;.;.; .... ERRORS OR OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
J APPROPRIATE PLAN REVISIONS SHALL BE PROMPTLY SUBMITTED M THE CITY
ENGINEER FOR REVIEW AND APPROVAL
19. A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL SUBMIT
::: :::: : CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS
�A ARE REQUIRED. THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL
BE GIVEN. IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE
TMCT 22211 Pvt:KMIT LAWITS IS REQUIRED, THE ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE Ch".
NOTICE TO CONTRACTOR
GAAP THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTiUTY PiPES OR OTHER
STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF THE AVAILABLE
N.T.S. RECORDS. TO THE BEST OF OUR KNOWLEDGE, THERE ARE NO EXISTING UTiUTiES EXCEPT
AS SHOWN ON THESE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY
MEASURES TO PROTECT UTiUTiES SHOWN AND ANY OTHER UTiUTiES NOT OF RECORD OR
NOT SHOWN ON THESE PLANS.
LEGEND
l 0
P PAD _�� �. .e
(TC) EXISTING TbP OF Cl= Ix
,y TC TOP OF CURB R
FL FLOW NE ir OK ir wt
HP HIGH POINT
FF FNSHED FLOOR 1A SA OTHERWISE 4' MOL 10
}
GFF GARAGE FBIISHED FLOOR FF-P=1000.0 1000.50 P=1000.0
FF-1000.50 IFF
FS FINISHED SURFACE FF-i ono so
e' ,. C r
FG FNSi�ED GRADE P iiiiiiii III• oEEP+o� FWTM (VARIES DEEPEN (VARIES
GB GRADE BREAK FS (� �N ' ?° 'r (�
w'4C Z VIA>G DATED:1 / 91 �' MAx
® WATER METER
����p MOTE: TOTAL FooiNc TauT►+- a" PER ARCM.
® SEWER ER CONNECTy� 4 MI 110TAE P0Cf1MIi pCr?M• OEM PER ARM. PLANS + IDMA D.F. PER PRECISE GRADE PLANS PLANS + EXTRA D.F. PER PRECISE GRADE PLANS
DF D FOOTING y TTY
� _ TYPICAL 8DE YARD DRAINAGE BIDE YARD DRABIAGE
Q LOT i�JMBE'R v ` ' ` AT TOP OF SLOPE
2AR LNT TYPE AND ELEVATION
CONSTRUCTION NOTE
DEEPEiWED FOOTS NOTE: GARAGE PADS - PAD ELEV. - 0.5 FEET (TYPICAL)
EXISTING 21 SLOPE-CUT/FILL L
F.G. ELEVATIONS AT ALL BUII.DiNGS CORNERS = PAD GRADE (TYP.)
Qa
pfESSI TYPICAL LOT DRAINAGE AND SETBACK DETAIL 1r T018.
o ��,
M_ SSD l�Z
y �
"18D ALL WAITS WILL HAVE ROLL LP GARAGE DOORS. TYPICAL 0EAR YARD BERM
EJO
-
lEOF CALF ,
BENCHMARK SOILS ENGINEER ovm .,r: mTm lLI'Yls3 PREPARED FOR:
CIVIL ENGINEER REVISIONS PREPARED BY:
z°;'"z�A�asc°N B.M. 00. �L�AT� FROM ,HE �w� u�a� ,K sum o': CITY OF TEMECI�L.A SHEET
IN /SECTION OF FRONT ST. ANO RANCHO CALIFORNIA ROAD, 1.6
TER
RMILES N.E. ON ANCHO CALIFORNIA ROAD OAD AND MARGARITA ROAD.INTERSECTION E Or
CO R. 7370 o POR iTY ROA M AL TAYLOR WOODROW HOMES u�sater TRACT NO. 22915-1 1
OF THE INTERSECTION 1' E. OF "' cMAiNUN. FENCE, 9' ' N. SUTE N ,ECLLA 24461 RIDGE ROUTE DRIVE PRECISE GRADING `
AROUND S0. CALIF. GAS VALVES, 40' N. OF P.P. (NO Q4' N. aff OF
OF THE CENTERLINE OF RANCHO CALIFORNIA ROAD. FIBERGLASS
SAN DIEGO CA. 52111 O�
WITNESS POST SET V W. OF MONUMENT. SAN DIEGO, � in 41 m /�j� LAGUNA HILLS, CA. 92653 SS atCS Irv�n� lam -
BASIS OF BEARINGS oATt ��� 4�� Af' 4DATE BY MARK APPR. DATE (714)581-2626 LOTS 16 - 29
THE BEARING OF N69TW'00'E ALONG A PORTION OF THE K T M. SAXON DATE ��J� . t 2 SHEE
CENTERLINE OF RANCHO VISTA ROAD AS SHOWN ON PARCEL MAP OF FLCJE 44180 ENGINEER REVISIONS CITY
PARCELMAPS,MAPS, RECORDSCORDED OFRIVERSIDERIVERSSiD5. E COUNTY. CALIFORNGES 80 7MOL04 � DESI NED BY: CLW DRAWN BY. CLW CHECKED BY:KM I)!lliR311 U IRWIM CAtAPftN A ft = M% Mno
WAS USED AS THE BASS OF BEARINGS FOR THIS MAP. EXPIRES6/30/97 W.O. 042-79 DATE NOVEMBER 1995 DOC. NO.
K: \DT\42\710\PGTITL5
-- "- CONSTRUCTION NOTES OUANtt1`IES
CER RO z _ A INSTALL TRAFFIC VALVE BOX, BROOKS MODEL NO. 1-RT A Z
CORTE CEL _ OR J & R CONCRETE MODEL NO. V-2R
_ -
AREA DRAINTEM
Y
S S DETAIL * 2o LF. DRArLm
ld AREA DRAIN NOTES 1 T ORATE
� �►. 1 OUTLET 81 CTM
1. AREA DRAIN PIPE SHALL BE:
107.1 _ A. A.B.S. SOLID WALL PIPE PER A.S.T.M. D2751. SDR35.
B. P.V.C. PIPE PER A.S.T.M. D1785 SCH 40.
— Fc C. APPROVED EQUAL.
2. ALL N.D.S. FITTINGS MUST BE A.B.S. (NO STYRENE PLASTIC).
3. ACCEPTABLE SOLVENT CEMENTS: (PLASTIC PIPE)
at
A. WELD-ON 794 (GREEN LABEL) GREEN MEDIUM BODIED FAST SET A.B.S
• TO P.V.C. CEMENT.
1 fc c i - B. A.B.S./P.V.C. TRANSITION PLASTIC PIPE CEMENT (TAN LABEL).
,� ;/!•' !w C. APPROVED EQUAL
4. AREA DRAIN SYSTEMS ARE A PART OF THE PRECISE GRADING PLAN AND
? "c9 �p Y" ® d MUST BE INSTALLED AND OPERATIONAL PRIOR TO FINAL PRECISE GRADING
�% CERTIFICATION.
5. USE NDS NO. 1212 GRATE AND NDS NO. 1221 BOX OR EQUAL. (12- X 12-)
e Fs
d \ ,+ e� s - Q` '�� '��;� •{`� ESL c ulm a aOL �UTTER CURS FACE a FET R/M
\ \ d ,b S ^ } �, ' ch` 31 ? _ (PER 9EPARAIE PERMIT) S FEET NODS fMD1-I�a AND
IN
FG .`�� �1EIPt or
• �afl S ,r. 'm0 .OflS MIII.
f5 1 7.0
F
� ,S f� , � eP.V.C. SM. 10
\ F 1 �, {•� 'r t g r ' 3' P.V.0 SCH. ap DRAM RPE
\,� ® 11 .+� d:.�•:� d 1�i7.f L------ DRAM RPE 1� TO 3" REDUCER
' CORE EVOND CURB 90 AS 'M ESTASLIS14 A
z>< Po9nvf FI..01M
fs
le A5
CURB CORE DETAIL
J`'
® ► 1FG
—�- .e ss! �.N NOT To SCALE
A
,�. • 31
4 ��+
f s. a Fc � ,�. iJ1 . � '� �• \.�-
FL
00,
61;�
rc
,(� ,
Fs
TC i .7 ; .�"O FO pF 1 .76
1 e e ` fi ,p 3 V'
\ 1303.90 INV 1 _40 , �®>>asr ~' -•- lb
11 �, 401
FG
SSE � b 1.eA�
Q/ e, Tctj,
ab- �iI�4-� Q
, d �� , = \�. , ' SCALE= 1 30'
G
Tc75_
b 1316.2
. 11�
® FL FD
TC 1316-0
GRAPHIC SCALE
10 1f s r
Tc
rc IN FEET
QOM S� 'l `` e� n i inch 3 )tL
vv� -
W
N&4418D
CIVIL
EDf CAL��
REVISIONS CIVIL ENGINEER
' - CITY OF TEMECI�A SHEET
wl�um uloaR ,� o�: ® .,
TRACT 1V0. 22915-1 2
PRECISE GRADE
�2 APPROVED BY: DATE: /-Ltill-17 PHASE V O�
DATE BY NARK APPR. DATE ® LOTS16 — 29
KURT K SAXON DATE 2 S
ENGINEER REVISIONS CITY R.C.E "180 RAYM ND A. CASEY, NGIRnW
DESIGNED BY: CLW DRAWN BY: CLW CHECKED BY: RH EXPIRES 6/30/W CITY OF TEMECULA W.O. 042-79 DATE NOV. 10'9 SCAL IE ?'mW DOC. NO.
R.C.E NO. 41880 OF. DATE 3/31/96
K: \DT\42\79\PHASE7