HomeMy WebLinkAboutParcel Map 21361 Parcel 7 Precise Grading (County Center Dr)u
A
1 3=0` 1
I '''2
S EC TlON
CONC. GUTTER
A/. T. S.
Vt
L L,
1l
® II
`; ENGINEER
t
A
L4
i FRAME & GRATE PER
AL gAAfBRA. C,08Y.
2012 OR EQ.
17
TYPE A'CURB & I
GUTTER 6--CF W//$" I
WIDE GUTTER PER
COUNTY STD. P00
0o DAYL /GMT CUT
2
��EX/ST SLOPE
VAR/F.S 9•/MOX
r
EARTHWORK QUANTITIES
RAW CUT_____4,472 C.Y.
EXCAV.4T/ON FOR BUILDING FOOTING___ t: 298 C.Y.
SHRINKAGE AT 15%______ — 69 CY
TOTAL CUT 4, 701 C Y.
■
i
BENCH MARK
B S., P. 3 W., S.B.M. - AT TJ'.Ecv_A, RIVERSIDE COUNTY, ON
GRADING NOTES
1. ALL CRACING SHALL CONFCRM 70 iHy UNIFORM BUILDING CODE,
70, AS AME LACED BY ORDINANCE 457.
2. MI.NIMUM 8UIL!.NC PAD AND CRAINAGE SLCFE SHALL BE I%.
MAXIMUM CJT AND FILL SLCPES - 2:1 UNLESS OTHERWISE NOTED.
t :LL rlFtAz,S:vG :i-AILL 9E CCU t_' G .^+ T"= SL'?smVLSTON OF A
COMFE-ENT SOILS ENCNEER WHO SHALE CERTIFY THAT ALL FILL 14AS
BEEN PRCPERLY PLAC=D AND WHO SHALL SUBMIT A FINAL COMPACTION
REPCRT FOR A-L FILLS CVE.R 1' CEO.
'=D'S-_<EC ClrL ENG:%SER SHALL SUBMIT TO THE BUILDING AND
,.PE =-AR-ME.N- WF: 'EN CE.RT:FICa :CN OF COMPLETION OF
:N AC^:R ;A.NCE ' Il . -,)'E APPROVED GRADING PLAN
==.0 '0 :S.,ANCE CF --= BUILCING PERMIT. CERTIFICATION
S-ABE L. %E. .",RAC`. E__IATICN AND _SCAT:CN OF CUT FILL
6 ALL GRADING SnAL_ BE DONE IN CONFORMANCE_ WITH
-,CnwENDATICNS OF T}-,E PocLIMINARY SOILS INVESTIGATION BY
LEIGF4 QN L ASSOC A7E5 DA7E� DULY 11, 1986 AND UPDATED LETTER
8" LOP GEOTE_T'NICAL GROUP, INC., DATED JIINE 19, i990. TWO
SETS OF THE =INAL COMPACTION REPORT SHALL BE SUBMITTED TO
TI-E 8UC DING AND SAFE Y r,FPARTMENT WHICH SHALL INCLUDE
FDuNCT A -ION DESIGN PE;CMMENDATIONS AND CERTG 1CAi1pN THAT
r_RA=!N- -&t _;rr_v ')CAuE LN CONFORMANCE WITH THE
RECDMf.IA-IONS OF -HE P=E:IMINARY SOILS REPORT.
-= ONTRAC-CP SHALL NOTIFv TI-E SUILCING AND SAFETY
CE=AR-AAE - ACBO LEMC., S7RE RIVERSIDE TELE?4CNE 787-6144,
- L=A; :+ -'CUPS :N A:VANH REGUEST:NG FINISH. LOT GRACE AND
- I::NSPE'TICN MLST SE APPROVED PRIOR
_O:NG PER ml- ;;:NA .:NSPECTICN.
C.:7 :-:P=: EQUAL 73 CP G'nEAF=R THAN S' IN VERTICAL HEIGHT.
ANC = __ S..O=ES FOCAL TC CR GREA7ER THAN 3' IN VERTICAL
-_ - 5---- 9E _A+-'cC v: I- GRASS OR GRCVI"D COVER TO
-- - --E -PE -RCM ==CS:CN AI%D :NS7A2IL:TY IN ACCCRCANC=
++:-j OPCt�.AtiCE NLIASE: 4_17 PR:CR TO THE APPROVAL CF FINAL
NC F , S-A__ EE PLACE:: C`T EX:STING GRCLNO UNTIL THE GR01.,'NO
fit.
P�RMATvcNT bRAINAGE STRUCTURES TEMPORARY DRAINAGE CONTROL
:riaiw BE e�•svv,a .0 PREVENT ;�0NDl:w HATER TO DAMAGE
AD.ACENT PROPERTIES.
), DUST !HALL -L CO ,TRw_EJ BY WATERING OR OTHER APPROVED
A%ETHODS
12 A REGISTERED CIVIL ENGINEER OR LICENSED LAND SURVEYOR SHALL
SUB:AIT CER T I=ICATICN CF BUILDING PAD ELEVATION. WHERE
SPECIFIC ELEVATIONS ARE REQUIRED, THE ELEVATION (WITH
P=SFECT TO A'EAN SEA LEVEL) SHALL SE GIVEN. IF AN ELEVATION
1.41T-1 RESPEC- -0 ADJACENT GRWND SURFACE IS REQUIRED, THE
ACTL;A,- DISTANCE! ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
PAVING NOTES
1 m=4 NOUM PARK:NC LOT GRACE SHALL BE 1.'%.
,2 MGNIML'M GRACE FCR RI?BON ORAL'VS SHALL BE O.SX.
3 AN AF=RCVED SOIL STFERILMER SHALL BE USED ON ALL SUBGRADE
-fuR 70 P_ACMENT o€ PAVfriu.
C ASPuA�- E'ALLSICN (FCC SEAL) SHALL BE APPLIED NOT LESS THAN
F:, t,R-=_.N :;AYS FOLLOWING PLACEMENT CF THE ASPHALT SURFACING
A.Nz; SHALL 2E.APPLMO AT A RATE OF 0.05 GALLONS PER SQUARE
YAPO, ASPHALT EMU7-S1CN SHALL CONFORM TO SECTIONS 37, 3f, AND
94 CF TI-E STATE STANDARD SPECIFICAT:CNS.
--E SL?CIr:CER SHALL APPLY TO THE RIVERSIDE COUNTY ROAD
CEF AR T ME.vT FOR AN ENCROACHMENT PERMIT FOR ALL WORK WITHIN
:rE COUNTY RIGes: CF-WAY.
6 T'o;O SPEC:AL LNSPE=T ICNS ARE REQUIRED BY THE BUILDING AND
__7V CG_?ARTM .:, C.._ INSPECTION AT THE TIME THE BASE IS
-_..CZ-0 Ax0 c-E SECOND WHEN THE A.G. HAS BE"- PLACED.
7 7-E CC.%7 RAC-CR STALL BE RESPONSIBLE =OR THE CLEARING OF THE
CPCB:_, n ORK AREA. AND RELCCATICN AND COST OF ALL EXISTING
J' LT IN_S. --- OUNTY SHALL SE INFCRiA� 48 HOURS PRIOR TO
_
__o:NNLNG OF CCNSTRUCTICN AT 787-2023.
, Can-rA C-SCC R ?ORT 9Y A 30tL5 CNGtt+__R SHALL C--RTU-y tj;ls
C2vPAC::CN CF BASE PRICR TO CALLING FOR SECOND INSPECTION
Aura PtAC_= F_14T CF rc=HrJ-T PAVINCZ
PROJECT SITE FOIL
DgrF �/ /
e
•C 6�' eQ
COUy
yYz `e oe��
\ \/ x r
0
SWM ACROSS THE STREET FROM THE FORMER POST OFFICE VICINITY MAP
979 - PRZSEhT_Y A PORTIOh 0= THE F cHo COHSLtTAhTS --
>TAURAhT BUILDINZ (THE FORMER FIRST kATIONAL TANK) IN THE N T S
:T WALL, 1.1c' NORTHXEST OF THE EAST CORNER Or A Do;IR
-S: CORNER 0= THE BUI DING �.:' ABOVE THE FI
RST CONCRETE NOTE- THE TOPO SHOWN HEREON IS TAKEN FROM
DIS= STAMPED "J-b'>�917" AND SET VEFTICALLY. ADJUSTED THE FINAL GRADING PLAN FOR P.M. 21361
:S?. ADJUSTED 1970 RIVEFSIDE LoUSTY 50- 7-2. AND VERIFIED BY FIELD SURVEY FOR THIS
CENTERLINE 111TEPSECTIO4 Or YAE: ROAD AND 1INCHESTER PROJECT BY WILLIAMS SURVEYING DATED
r-, FLUSH 01: TPE PAVEMERT cm TO A 2 BRASS DISC MARKED 3/30/87.
i. OF IRAIISPORTAT]ON YNEZ - iiiHcH. P.I." ELEVATION 1053.18. RECEIVED RECEIVED
JUN 2 6 1990 V4JUN2 0 1990
\ 1 'REVISIONS: APPROVED BY: MICHEAL W NG - WINDSOR COMPANIES'` '
WINDSOR PROPERTIES Y NNDSORCOMPANIES
ACE ENGINEERING COMPANY t'REV/SED GRADING AND PAD ELEVATIONS Ar BU/LO/NGS E4 F. 6//8/,O %IG� GRADING PLAN
• PLANNERS • ENGINEERS • SURVEYORS REVISED EARTHWORK OLIAN�+T/TIES REGISTERED CIVIL E EER NO.44872937: RANCHO CALIFORNIA ROAD, SUITE 200
Ali 115
4 29377 RANCHO CALIFORNIA RD.,SUITE 104
4 TEMECULA, CALIFORNIA 92390 _
' TELEPHONE (714) 699-9058
- ,-raxl ._ . �n_�.Jn+a.•• -- ...- v--.--�-r.^.,i•-a!r^® ., i�'_:..-..�'t. +fib.-T"-aieieYAA:tCs't+swrpTgC^�w,�
' ' I
DATE: �47 REGISTRATION EXP]RES 3/31/94 RANCHO CALIFORNIA, CALIFORNIA 92390
APPROVED BY: SCALE: 11 BENCH MARK: WINCHESTER HIGHLANDS INDUSTRIAL PARK
=30 OF I SHEETS
—
sEE NOTE aeaE PARCEL 7 PARCEL MAP 21361
DATE: DATE 6 / 90 W.0.120-6 FOR: WINDSOR PROPERTIES F.B. - "t, fJ D�C�
ZN
Ak
i -" .