909e_gr13
L
6
CONSTRUCTION NOTES & ESTIMATED QUANTITIES
NO.
DESCRIPTION
QUANTITY
TOTAL
U1NfT
1
RAW CUT
11,400
C.Y.
2
RAW FILL
11,400
C.Y.
ND A PRECISE GRADING PERMIT ISSUED. PRIOR TO ISSUANCE OF BUILDING PERMITS.
DMwtwll e a Of
y
- SuNding and Safety
`� -- ----
PRIVATE ENGINEER'S NOTICE TO CONTRACTOR
THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES
SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO
THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT THOSE
SHOWN ON THE PLANS. THE CONTRACTOR IS REQUIRED TO TAKE ALL
PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES SHOWN, AND ANY OTHER
LINES OR STRUCTURES NOT SHOWN ON THESE PLANS AND IS RESPONSIBLE FOR THE
PROTECTION OF, AND ANY DAMAGE TO THESE LINES OR STRUCTURES.
THE CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE
RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT"THIS
REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL
WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND
HOLD THE OWNER, COUNTY AND ENGINEER HARMLESS FROM ANY AND ALL
LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK
ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF
THE OWNER, COUNTY OR THE ENGINEER.
THE CONTRACTOR SHALL BE RESPONSIBLE TO REPORT DISCREPANCIES IN PLANS,
AND/OR FIELD CONDITIONS IMMEDIATELY TO THE DESIGN ENGINEER FOR
RESOLUTION PRIOR TO CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR
DISCREPANCIES NOT SO REPORTED AND RESOLVED.
UNAUTHORIZED CHANGES & USES: THE ENGINEER PREPARING THESE PLANS WILL
NOT BE RESPONSIBLE FOR. OR LIABLE FOR, UNAUTHORIZED CHANGES TO OR USES OF
THESE PLANS. ALL CHANGES TO THE PLANS MUST BE IN WRITING AND MUST BE
APPROVED BY THE PREPARER OF THESE PLANS.
N0110WATIONS
CONSTRUCTION UNDER RIVERSIDE COUNTY SUBDIV
1. CONTRACTOR SHALL NOTIFY RIVERSIDE COUNTY TRANSPORTATION
DEPARTMENT, CONSTRUCTION SECTION AT (909) 275-6885 AT LEAST 48 HOURS IN
ADVANCE OF STARTING CONSTRUCTION.
2. CONTRACTOR SHALL NOTIFY RIVERSIDE COUNTY FLOOD CONTROL DISTRICT AT
(909) 275-1288 AT LEAST 48 HOURS IN ADVANCE OF STARTING CONSTRUCTION.
3. CONTRACTOR SHALL NOTIFY THE FOLLOWING AT LEAST 48 HOURS PRIOR TO
EXCAVATION.
a. SOUTHERN CALIFORNIA EDISON
b. THE GAS COMPANY VIA UNDERGROUND SERVICE ALERT
C. GENERAL TELEPHONE CO.
d. UNDERGROUND SERVICE ALERT (USA) 1 (800) 227-2600
LEGAL. DESCRIPTION
BEING A SUBDIVISION OF A PORTION OF PARCEL 2 OF PARCEL MAP 17029, AS SHOWN
BY MAP ON FILE IN BOOK 113, PAGES 31 AND 32, OF PARCEL MAPS, RECORDS OF
RIVERSIDE COUNTY, CALIFORNIA. LYING IN SECTION 10 TAS., RAW., S.B.B.M
BENCHMARK
41-D (MWDSC) RIVERSIDE COUNTY BENCHMARK IS 0.1 MILES EAST OF THE
INTERSECTION OF BROWN STREET AND CAJALCO ROAD AND 45 FEET SOUTH OF THE
CENTERLINE OF CAJALCO ROAD. THE MARK IS IN THE NORTH SIDE OF A GRANITE
BOULDER ON THE NORTH SIDE OF A SMALL GROUP OF ROCKS.
ELEVATION = 1640.111.
BASIS OF BEARINGS
THE BASIS OF BEARINGS IS THE CENTERLINE OF CLARK STREET PER P.M. 113/31-32
BEING N00°01'00"E
NPDES NOTES
A STORM WATER POLLUTION PREVENTION PLAN HAS BEEN PREPARED BY STONEWOOD
HOUSING AND SHALL BE IMPLEMENTED FOR THIS PROJECT, IN CONFORMANCE WITH
NPDES REOUIRMENTS.
CALIPORI+MA GEO TEK, INC.
42030 AVII" ALVMIiADO, STE. A
TEMECULA, CALF. 92590
(916) 573-3182
r`FrTIFICA►TE
-
GRADING NOTES
1. ALL GRADING SHALL CONFORM TO THE UNIFORM BUILDING CODE, APPENDIX,
CHAPTER 33, AS AMENDED BY ORDINANCE NO. 457.
j I MARI(HAM ST. 2. ALL PROPERTY CORNERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO
CY
MARY ST. COMMENCEMENT OF ANY CONSTRUCTION/GRADING.
V.T.M. 23234 LANE ST.
j 3. DURING ROUGH GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT
Q 3TRACT BOUNDARYPERRY ST, DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL SHOULD BE PROVIDED TO
I W of 0! �I "' PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.
j o w l- I '' Y BYRON ST.
i Q m z<
Zas I = a JEAN ST. 4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.
F.. �Q # J
J 3: U �� I " ST.
N�� ,F�`4 j MARTMI 5. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN
y o 0 0 KwY ST. CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER DELETERIOUS MATERIAL.
J� i PROJECT � KNNNEY ST.
Q CL 63 I HICI(S SITE 6. MAXIMUM CUT AND FILL SLOPE =2:1.
�S ST. 7. STABILITY CALCULATIONS WITH A FACTOR OF SAFETY OF AT LEAST ONE AND FIVE
SHOR"TRD`iE L, TR 23234_ TENTH (1.5) SHALL BE SUBMITTED BY A SOILS ENGINEER TO THE BUILDING AND
`�
J01#L+ON AV. SAFETY DEPARTMENT FOR CUT AND FILL SLOPES OVER 30' IN VERTICAL HEIGHT (NOT
APPLICABLE TO THIS PROJECT.)
CAJALCO
i RD. 8. PROVIDE 5' WIDE BY 1' HIGH BERM OR EQUIVALENT ALONG THE TOP OF ALL FILL
+ SLOPES OVER 5' HIGH.
I + j I o 9. PROVIDE A BROW DITCH, DESIGNED TO HANDLE 100 YR Q STORM FLOWS, ALONG THE
------ +
P OF CUT SLOPES.
'---------- I ------
i IF I - T , 10. MINIMUM BUILDING PAD AND DRAINAGE SWALE SLOPE SHALL BE = 1% IF CUT OR
I i i j , j f FILL IS LESS THAN 10', 296 IF CUT OR FILL IS GREATER THAN 10'. DRAINAGE SWALES
--1- ,, j VICINITY MAP SHALL BE A MINIMUM OF 0.2' DEEP AND BE CONSTRUCTED A MINIMUM OF 2' FROM
+ �OxwoOD COURT ,>--�i THE TOP OF CUT OR FILL SLOPES.
NTS
j W j 0 ; , r__ �� j SEC. 10. TAS., R.4W, 11. "NO OBSTRUCTIC OF FLOOD PLAINS OR NATURAL WATER COURSES SHALL BE
I I I I I
! PERMITTED."
12. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO
FUNCTION, ESPECIALLY DURING STORM CONDITIONS. PROTECTIVE MEASURES AND
3 ------
s TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING
LEGEND PROPERTIES DURING GRADING OPERATIONS.
1NNOSTONE WAV
- - ----- - - - -- - ------------ - -- ------------
r
EP EDGE OF PAVEMENT 13. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL EXTERIOR WALLS AT NOT LESS
- I THAN 112" PER FOOT FOR MINIMUM OF 3'.
I I I I
3 1 5 6 7 8 9 10
FG FINISHED GRADE
T - j 14. CUT 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
FL FLOW LINE AND INSTABILITY IN ACCORDANCE WITH ORDINANCE NO. 457 PRIOR TO FINAL
INDEX MAP
PROJECT SITE FS FINISHED SURFACE GRADING INSPECTION.
1" = 200'15. EROSION CONTROL: ALL SLOPES REQUIRED TO BE PLANTED SHALL BE PROVIDED
TC TOP OF CURB WITH ROSEA ICE PLANT (OR EQUAL) GROUND COVER AT 12' ON CENTER. SLOPES
EXCEEDING 15' IN VERTICAL HEIGHT SHALL BE PLANTED WITH APPROVED TREES
DAYLIGHT LINE SPACED NOT TO EXCEED 20' ON CENTER OR SHRUBS NOT TO EXCEED 10', OR A
F COMBINATION OF SHRUBS AND TREES NOT TO EXCEED 15' IN ADDITION TO A GRASS
1662 EXISTING CONTOUR MIX OR GROUND COVER. SLOPES EXCEEDING 4' IN VERTICAL HEIGHT SHALL BE
PROVIDED WITH AN IN -GROUND IRRIGATION SYSTEM. SLOPES EQUAL TO OR LESS
_ 7- 2:1 SLOPE (UNLESS OTHERWISE NOTED) THAN 4', MAY BE IRRIGATED BY HOSE BIB LOCATED AT THE TOP OR TOE OF SLOPE,
SPACED TO MAKE USE OF A HOSE NO LONGER THAN 50' IN LENGTH. THE IRRIGATION
SYSTEM SHALL BE PROVIDED WITH AN APPROPRIATE BACKFLOW DEVICE PER U.P.C.,
ry BSL BUILDING SETBACK LINE CHAPTER 10.
0'
16. ALL GRADING SHALL BE DONE IN CONFORMANCE WITH RECOMMENDATIONS OF THE
PRELIMINARY SOILS INVESTIGATION BY CALIFORNIA GEO TEK 2/88 AND PER THEIR
CURRENT RECERTIFICATION LEITER DATED 7/%. TWO SETS OF THE FINAL
COMPACTION REPORT SHALL BE SUBMITTED TO THE BUILDING AND SAFETY
DEPARTMENT WHICH SHALL INCLUDE FOUNDATION DESIGN RECOWAL- tiDATIONS AND
i
' +
En + CERTIFICATION THAT GRADING HAS BEEN DONE IN CONFORMANCE WITH THE
to ' RECOMMENDATIONS OF THE SITE INVESTIGATIVE REPORT.
W
17. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE
C]' _ _ CLEARED, KEYED AND BENCHED INTO FIRM NATURAL SOIL FOR FULL SUPPORT.
PREPARATION SHALL BE APPROVED BY A SUITABLY QUALIFIED AND REGISTERED
-< -_-. - - - - - - - - - -- PROFESSIONAL PRIOR TO PLACEMENT OF FILL MATERIAL.
18. ALL GRADING SHALL BE DONE UNDER THE SUPERVISION OF A COMPETENT SOILS
ENGINEER WHO SHALL CERTIFY THAT ALL FILL HAS BEEN PROPERLY PLACED AND
CLARK WHO SHALL SUBMIT A FINAL COMPACTION REPORT FOR ALL FILLS OVER 1' DEEP.
_ -' � STREET - � -
i� THIS PLAN HAS BEEN REVIEWED AND SUBSTANTIALLY COMPLIES WITH THE
RECOMMENDATIONS OF THE SOILS ENGINEER'S REPORT.
Call: TOLL FREE
1-800
227-2600
-TWO.WORKINGI DAYS BEFOlIE YW DIG
DATE
V-26-94 D.B. I ZA I REVISM TO SHEET NO.Z DELETED PEMMRT AREA 1111RY.
CALLOUTS, ADDED W.T.M. 23234 CALLOUTS, THIS SHEET -
The private minter w MNee plans is responsible for awurfrg the accuracy
and acceptability of the design hereon in the event of dFecrepencies arising alter
county approval or during construction the pnmfo wgpneer shall be mWonsible DATE BY MARK
for determining an acceptable solution and revising the plane for approval by ENGINEER
the county. DESIGNED BY
•7=
TYP, LOT DETAIL
N.T.S.
SOURCE OF TOPO
FLOWN & PREPARED BY:
LK. CURTIS SERVICES, INC.
2907 EMPIRE AVE,
BURBANK. CA. 91359
(818) 842-5127
RECOMMENDED FOR
APPROVAL
DATE
APPR. I DATE CHECI
COUNTY DATE
CHECKED BY
BY
19. FINAL COMPACTION REPORT WILL BE REQUIRED FOR ALL FILLS GREATER THAN 1'.
TRACT BO - - - - -
- --- - - - _ 9 I 20. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE
V.T.M. 23 34 `-- - BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF
ROUGH GRADING IN ACCORDANCE WITH THE APPROVED GRADING PLAN PRIOR TO
200. REQUESTING INSPECTION AND ISSUANCE OF THE BUILDING PERMIT. CERTIFICATION
SHALL INCLUDE LINE, GRADE, ELEVATION AND LOCATION OF CUT/FILL SLOP S.
21. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT
C°CERTIFICATION OF BUILDING PAD ELEVATION. WHERE SPECIFIC ELEVATIONS ARE
co co co co co � co
--4 REQUIRED THE ELEVATION (WITH RESPECT TO MEAN SEA LEVEL) SHALL BE GIVEN
�? i PERMIT AREA ` Q ? _ IF AN ELEVATION WITH RESPECT TO ADJACENT GROUND SURFACE IS REQUIRED, THE
I BOUNDARY 1 % i ii ACTUAL DISTANCE ABOVE THE ADJACENT GROUND SHALL BE GIVEN.
� ti t 1 o ��D
Cn
2.5%�; 22. A SUITABLY QUALIFIED AND REGISTERED PROFESSIONAL SHALL SUBMIT TO THE
k i C BUILDING AND SAFETY DEPARTMENT WRITTEN CERTIFICATION OF COMPLETION OF
FINAL GRADING IN ACCORDANCE WITH THE APPROVED PLANS FOR ALL GRADING
DESIGNATED AS "ENGINEERED GRADING".
23. THE CONTRACTOR SHALL NOTIFY THE DISTRICT BUILDING AND SAFETY DEPARTMENT
AT LEAST 24 HOURS
IN ADVANCE REQUESTING FINISH LOT GRADE AND DRAINAGE
INSPECTION. THIS INSPECTION MUST BE APPROVED PRIOR TO BUILDING PERMIT FINAL
INSPECTION FOR EACH LOT.
r
SEAL
QPpfESS/Gy
W.
v m
NO. 28949 rn
* EXP. 3-31-99
CIVIV
OF CAL�FO��\�
- -- - - - "
FILL ARE '' INCLUbfD IN TR, 23234-2 ROUGH'IGRADIN PERMIT'I
24.
j
CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT, TWO DAYS BEFORE YOU
DIG
A 1-800-022-4133.
`• _ - Ptft" AREA
-BOUNDARY
25. A PRECISE GRADING PLAN SHALL BE PREPARED FOR LOTS 1-15 AS SHOWN HEREON
ND A PRECISE GRADING PERMIT ISSUED. PRIOR TO ISSUANCE OF BUILDING PERMITS.
DMwtwll e a Of
y
- SuNding and Safety
`� -- ----
Letaat Pian Roviewed
-_
WNER: STONEWOOD HOUSING PARTNERS
TRACT BOUNDARY
�;? �£� `�1!0 /ll
3901 MACARTHUR BLVD. SUITE 200
V.T.M. 23234
LAV NO L
NEWPORT BEACH, CA. 92660
(714) 650-7500
FILL AREA-
FAX: (714) 642-8889
wr.
`NO PERAIVT ISSUED
C-fB-FRI-EDRICH 8 ASSOC., INC.
6529 RIVERSIDE AVENUE, SUITE 230
RIVERSIDE, CALIF" 92506
PREPARED BY DATE 1 -+7 (909) 781-0811
CQL,a& Ut I!LW4SCALE AS SHOWN BENCHMARK
DONALD W. BERGH
R.C.E. NO. 28949 EXP. DATE 3-31-99 DATE JULY 1996 SEE ABOVE
ROUGH GRADING PLAN SHEET NO.
FOR I I
TRACT NO. 23234-2
OF 2 SHTS,
FILE NO.
STONEWOOD HOUSING PARTNERS w0.
909-ME
F154-01
3-26-977
E
El
s
El
TRACT BOUNDARY
TR: Ne.23234-2
C �ft;
,EX. TR. * 23234-I 2 0*
0111
EX. PAD �./
PROPOSED CUT AD
SLOPE (2: 1l
SECTION C -C
N.T.S.
wid Swice AW
Call: TOLL FREE
1-800
227-2600
TWO WORKING DAYS BEFORE YOU DIG
V.T.M. 23234
TRACT FUTURE PHASE -
BOUNDARY CARIES
QTR. Nv.23234-2 V-8' 10'
PAD
MIN.
F� it
F
SECTION D -D
N.T.S.
VNI -
0 40 60 120 160
13-26-94D.B. I DELETED PERNT AREA ANDRY. CALLOUTS, At
PROPERTY A.P.N. and V.T.M. 23234 CALLOUTS.
The private engineer sib me -6 plans is meponswe for assuring the accuracy
and acceptabifity of the design hansorl. In the eaent of dioc+rspsndes arrsinQ alterDATE BY MARK
county approval or duringcon�'ructiarti the priaste anginaer 0180 bill nespartalble
for determining an acceptable solution and revising the plans for approval by ENGINEER
ifre county DESIGNED BY
REVISIONS
DRAWN BY
NAT. GROUND
BSL
I
PAD--,,
+ pgla
erygii
097
R
20' 9'
STRAIGHT GRADE
21'
I' PROPOSED .
STREET IMP.
13"
21' 9'
I' 4"
I
1 !fs ,.AV
ROUGH. GRADE SECTION
Q.
.� TR. No.23234-2 V.T.M. 2°234
' TRACT FUTURE P"ASE
BOUNDARY
VARA 10' VARIES
^f
_ u+r-�
+ � .0
'y �"NAT. GROUND
�;mar
m
0
OFFSITE GRADING
LETTER IS ON FILE
TOP OF
..v
SLOPE
EXIST.
EXIST. GROUND
K!
20'
PAD
STRAIGHT GRADE
7�4e I
O
TR. N9.23234-2
TRACT
2' BOUNDARY
SECTION B -B
N.T.S.
PAD
C) C)
�15
14 .� ��
13 .� ��
12
1661.8
in
in Pod Elev, a
T 62.4 ~
Pad Elev. L2
Ifi63 f
lev. �='
I663.5
Red Eljf.
rW-
ao
Z
,.-F'`Zl TRACT
QI« 19.1 cfs,
�A5 ,:z
� � szo• �
'b
���' X20'
VNI -
0 40 60 120 160
13-26-94D.B. I DELETED PERNT AREA ANDRY. CALLOUTS, At
PROPERTY A.P.N. and V.T.M. 23234 CALLOUTS.
The private engineer sib me -6 plans is meponswe for assuring the accuracy
and acceptabifity of the design hansorl. In the eaent of dioc+rspsndes arrsinQ alterDATE BY MARK
county approval or duringcon�'ructiarti the priaste anginaer 0180 bill nespartalble
for determining an acceptable solution and revising the plans for approval by ENGINEER
ifre county DESIGNED BY
REVISIONS
DRAWN BY
NAT. GROUND
BSL
I
PAD--,,
+ pgla
erygii
097
R
20' 9'
STRAIGHT GRADE
21'
I' PROPOSED .
STREET IMP.
13"
21' 9'
I' 4"
I
1 !fs ,.AV
ROUGH. GRADE SECTION
Q.
.� TR. No.23234-2 V.T.M. 2°234
' TRACT FUTURE P"ASE
BOUNDARY
VARA 10' VARIES
^f
_ u+r-�
+ � .0
'y �"NAT. GROUND
�;mar
m
0
OFFSITE GRADING
LETTER IS ON FILE
TOP OF
..v
SLOPE
EXIST.
EXIST. GROUND
K!
20'
PAD
STRAIGHT GRADE
7�4e I
O
TR. N9.23234-2
TRACT
2' BOUNDARY
SECTION B -B
N.T.S.
PAD
C) C)
m OFFSITE GRADW9 LETTER IS ON FILE
WITH RIV. CO. DEP Y,
rW-
{
D,pe WWK of
Saw
amma ped
Lelm pin newbiom
4f "If
Loi NO Date
rOUTHERLY RECOMMENDED FOR SEAL
CWB�FRIEDRICH � ASSOCINCe
ROUGH GRADING PLAN
SHEET NO.
APPROVAL oFESS/oN
y
° "'
6529 RIVERSIDE AVENUE, SUITE
230
FOR
,
y a s
RIVERSIDE, CALIF. 92506
TRACT No, 23234-2
of 2 SHTS.
a NO. 28949
PREPARED BY DATE 4- �y-g�
(909) 781-0811
FILE NO.
DATE * EXP. 3-31-99 *
APPR. DATE CHECKED BY �1C!V l�- aQ��Q
�i� SCALE
(" = 40' BENCHMARK T
FOR W.O.
4
r
COUNTY DATE OF CA L��
LD W. BERGH
28949 3-309 DATE
JU 1996 SEE SHEE
LY
CHECKED BY
R.C.E. N0. EXP. DATE
9409disir
FI526-97
3.26.97